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HomeMy WebLinkAboutSDP200800038 Plan - Approved 2008-08-10i a X a s 0 s 0 , Y d 0 U i41 W C 0 U i 0 C C5 O) c 0 U 3 L 0 U 0 d 0 C 3 s a 1A 3 u i d 0 tA d s v 0 a i 3 CL cd i 0 kA3 41 0 S C5 L d a C i 0 d 0 s U 3 0 L a o, L W 4 1 0 d E a d 0 z 0:W Wz z W 0 z_ JJ U w 0 L NCL 0 i a tA 3 U X 0 S W id - tA 3 U 0 U 0 tA1A d CLdd 0 a s Albemarle County Community Development Engineering Review Compliance Certification I certify that these final plans meet the requirements of the Albemarle County Zoning Ordinance, the Water Protection Ordinance, the Subdivision Ordinance, and the Design Standards Manual, and are prepared in accordance with the Engineering Expedited Review Final Plans Checklist, Signature Date TABLE 1: SHEET INDEX TITLE COVER EXISTING CONDITIONS AND DEMOLITION SITE PLAN GRADING PLAN SITE PLAN NOTES AND DETAILS SITE PLAN DETAILS SPECIAL USE PERMIT APPROVED DISPLAY PARKING PROPOSED DRAINAGE AREAS FOR INLETS AND PIPES PROFILES DRAINAGE CALCULATIONS STORMWATER MANAGEMENT PLAN STORMWATER MANAGEMENT DETAILS STORMWATER MANAGEMENT DETAILS EROSION AND SEDIMENT CONTROL NARRATIVE AND COMPUTATIONS EROSION AND SEDIMENT CONTROL PLAN, PHASE I EROSION AND SEDIMENT CONTROL PLAN, PHASE II LANDSCAPING PLAN LANDSCAPING PLAN DETAILS LIGHTING PLAN LIGHTING DETAILS FLOW AUTOMOTIVE VOLKSWAGEN -AUDI - MAZDA - PORSCHE RIVANNA DISTRICT ALBEMARLE COUNTY, VIRGINIA 4 SHEET T -1 E -1 S -1 S-2 S -3 S-4 S -5 DP -1 DP -2 DP -3 SwM -1 SWM -2 SWM -3 ESC -1 ESC -2 ESC -3 LL-1 LL-2 LL-3 LL-4 1- TAX MAP 78 VICINITY MAP SCALE: 1" = 2,000' FLOW AUTOMOTIVE Owner &Developer 12/12/06 TAM 2: REVISION INDEX REV.DATE DESCRIPTION OF REVISION (ALL CHANGES LISTED)SHEETS REVISED 0 12/11/06 INITIAL DESIGN ALL 1 01/16/07 REVISED PER COUNTY COMMENTS ALL 2 02/21 /07 REVISED PER COUNTY COMMENTS ALL 3 04/05/07 REVISED PER COUNTY COMMENTS ALL 4 09/24/07 REVISED PER NEW LAYOUT ALL 5 12/28/07 REVISED PER COUNTY COMMENTS ALL 6 5/12/08 REVISED PER COUNTY COMMENTS ALL 7 5/28/08 REVISED PER COUNTY COMMENTS ALL 8 7/16/08 REVISED PER VDOT & COUNTY COMMENTS ALL GENERAL NOTES 1. ONNER\DEbn0PER: Flow CanipmAw 1425 Plaza Ddv* N1h*ton -Scrim NC 27103 tact: Ally. Ilan 1 Pd t FFj336 - 7160 -31211 336 - 760- 700'9 2. ENGINEER COILLHVS ETVQWEE'R/NG 800 E. JEFFERSON ST. CHARLOTIESNLL& VA 22902 7ELE. (434) 293 -3719 E -MAA! •SoottOColPl e-En ..com CONTACT W. SCOTT COr.LINS j TAX MAP NO.: 07800 - 00-00- -01500 & 078 -00-00 -015£0 4. Z0 WNG : HC/rC & HC 5. USE : CAR DEALERSHIP 6. NAMMUM NUAQSER OF EMPLOYEES 20 7. ACREAGE (TOTAL): 1.95 +/— A0 (MrAL FAR 2 PARCELS) AMPERVIOUS 2.22 AG (TOTAL, INCLUDING ADJACENT PARCEL PER SDP- 2004 - 00027)SLANGS a 10 AA OPEN SPACE : O:1O AC a PARKING SETBACK. 10' 9. UTILITIES SEWER. COUNTY SENER - AVAILABLE ON THE S/7E WATER: COUNTY WATER - AVAIA&E ON THE SITE 10. DRAINAGE DVs7RIcT. 11. NUTERSHED. SOUTH FORK RIVANNA RIVER RESERHW 11 DRAINAGE. THIS SITE HILL DETAIN STORMWATER RUNOFF BASED ON THE INCREASE IN VCXUME AND VELOCITY OF THE STORMWATER. THE WATER QUANTITY NILL BE AaIIEVED NA THE USE OF RAIINTANKS (AN UNDERGROUND DETENTION SYSTEM). THE WATER QUALITY NILL BE ACNNEVED THROUGH THE USE OF FILTERA INLETS 1.3: 70PO 8• SURVEY.• 70POGRAPHY & BOUNDARY M/FORMA 710N PROVlOED BY KIRK HUGHES d: ASSWATESSURVEYEDIN2003. PROPERTY WAS FIELD VERIFIED MI NOWMSER, 200614. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTIU71ES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER M WEDIATELY /F LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLANS, IF THERE APPEARS TO BE A CONFLICT AND UPON DISCOVERY OF ANY UTIUTY NOT SHOWN ON THE PLANS. NOTE COLL/NS ENGWEERING SHALL NOT HAVE AUTHORITY OVER CONTRACTOR'S NOW. SAFETYPRECAUTION$ SCHEDULES, OR COIIPUANCE WIN LAWS AND REGULATIONS. NE SHALL NOT ASSUME RESPOWSIBUTY FOR ANY CONSTRUCTION BEGUN PRIOR 70 PLAN APPROVAL. A 6" 6 T 2W - EXISTING CULVERT DROP INLET & STRUCTURE NO CURB & GUTTER EC -3A DTCH DEPTH OF EC -,3A D17CH EC -2 D17CH DEPTH OF EC -2 D17CH EARTH D17CH DRIVEWAY CULVERT BENCH MARK VDOT STANDARD STOP SIGN EMS7IWG CON70 UR 411.3 THE 70P ELEVATION DfNOTFS THE PROPOSED ELEVATION405.0 OF THE RETAMHNG WALL & THE BO7TOW ELEVATION DEN07ES IRE LONER EAIVMD PROPOSED ELEVATION OF THE RETA/NMIG WALL. 411.3 PROPOSED SPOT E] EVA 7I00V R27' 27' RADIUS ON F/C TAX MAP: 07800- 00- 00 -015D0 ZONED: HC /EC TAX MAP: 07800- 00- 00 -015E0 ZONED: HC SIGNATURE PANEL: PLANNER ZONING ENGINEER /NG BUILDING OFFICIAL ARCHITECTURAL REWEW 1 UP MO FIRE OFFICIAL <7 0 a- c2.- CS ALBEMARLE CO TY SERVICE AUTHORITY _ IMAJ 6 ORGINIA DEPAR MEN T OF TRANSPOR TA TION 11 7 ,r — .,t A z 0 f Q. zWW W z C7 U z O U z O U z g Z N W Q a a a LU CL Z tic 2 Cie 22 W Q Ln N N O f G1z IA `' Cl) v o J z° ( `' Q U Cl) 00 w 0 W J 2 0 LL O U FM Q W Z Q N W N W Q Z W C tY W > o NZzWMWO U >N 1 Z LWM LL It J 0 j WlU 0 O <E V QDUO DRAWN BY: SRC CHECKED BY: SRC DATE: 9/17/07 PROJECT NO. SHEET T -1 n uwL, E f E' E f f' 000; zzl 000 juU rcCW U uw W L a. a C10 U ^^, Ww ,Ay 2 OD 00, 00 4LOLni z ww z 0 zw cnz J J 0 U 0 Vq 0 U c Y 3 0)Hu cxv Vsy 0 v Y0 c0 V7 0 U 0 vcv d 0 V 0 u 0 c n 7 U c VO0 0 z3 H0 a n r cv 0 u 0 0 0 0 O va 0 V 0 ta 0 au u 0 c v c0 z ir ww z 0 zw z J 0 U 00 u 0 a vxu V v u V0 vu v U0ullNO a cv a V C A TMP 78 -15 / CNq N/F ASBURY AUTOMOTIVE NORTH CAROLINAREALESTATEHOLDINGSLLC /D.B. 2081, P 736 / \ D.B. 2081, P9 738 PLAT ZONING: TMP 78 -15C * _N/F ALBEMARLE COUNTY SERVICE AUTHORITY e" M D.B.. 1240, Pq . 287..1240, P EXISTING TREE NED.B.. \ EX ASPHALT U9291PLATE12" HW ZONING: -HC j \ ( E aE 2 HW 6" HW EX ASPHALT \ - MAPLE 4 \ ( E) 6" FLOwERMIG TREE E) 6' E TREE T13M: CHISkEDE) 6" F_ RING TREE oNE OVE XISTINC P(PIN w/ E ao" HW SQUAB , COR. H \ C STRU N O PRO SED \ E 'MAPLE E 12" HW CC DI, LV= 408.77' NAD 83 oC STORMS ER w I T 9WATERCCINV= A 09T / I IL 4" WL IN V — — Abp _ I GRAPHIC SCALE i THIS AREA 4" SD ` - LAW / ` I39' 18" E 266.41 '21) o 10 ao -+0 . so N 03' 395 - ---- -- - TOP 408.77 TMP 78 -15E , LLC INV IN= 395 o COW Al OR SHA - 395 - --SLOW 1313 RICHMOND / I p I CAP EXISTING WATE D. 2809, Pg 149 3 i inch = . M. 0.690 Pg 5 SERVICE LINE TO PAR D.B. 2 9, P 153 PLAT Z NED: HC ASPHALT \ ( / ,. '. -'' . r 4 -' .-- "' I _ 1 0 14 1 D 7 I I 1 Jv L J LJ J qo 400 • _ ASTING ENTRANCE TO THIS PARCEL TO BE REMOVED. SHARED ACCESS r fl i1.i liili i'' . EXISTING , SHALL BE PROVIDED THROUGH fv • a /1' i1l 11.• r.r cif fir ' RTY, SEE SHEET S-1OPE 1 i i CHAIN -LINK FE NC 201REE I CzRASS — IRF I R DL 405CC GRASS R XIMTE 4 1 l LOCATION NAIL HVEL \ OFP(STING FO D ENTRANCE / EP I GRASS 125.2 \ ICLOSURE 47S 1 '-. : : REMOVEAND - f j . ASPFIALt 1 EP j REFIAqE EXISTING11 • / LIGHTS (TYP.) TANK \ , i . ".. 1JGRASS . / /:EXIS]NNTRANCE TO - r x \ I -.. / / b 2480 : . O \ BE MODIFIED TO I CURRENT VDOT IOEVEAN / PLACE EXISTING STANDARDS SEE SHEET S -1 L (TYP.)EXISTING ASPHALT EXISTING ASPHkCT.TOBE : / / I 1 - -STORY METAL BUILDING \ 1 zo 3 -SE REMOVED DIN SOME /r '-1 STORAdr — — REMOVE EXISTINGq ALT ~ '~ C — SERVICE DEPARTMENT) \ 8 , TAWS I" C.E;44'OVERLAYED: SEE. % - : .r li n (/) \I ° -3 FOR AREAS ,&I slwE RAY /TMP 78 -14D FF= 420.28 X •: /:t,10 i . . ,TkISTING Iv / O I JOHN & JANICE LINKOUS ' \ 1 - ! j : EXISTING MECHANICAL : ~' ,CONCRETE / ° z D.B. 1025, Pg 239 D.B. - SIDEWALK D.B. 499, Pg 409 PLAT oTn REMOVE EX,AN SITE '- ,. / / \ 8`DOG. din I RETAINING WALL WI EX A 1.373 ACRES 0 Y EflNSTRUCTION OF / - ''S /FHA . c / m O N) -\ S ZONED: HC OHE 8 •DOG. — — — -- PROPOSEDE BUILDING ./ / :/ Mi . j/ v 0 O \ 1 IL) - / SEPTIC PU / TA OVE EXISTING I Co (& Ils,j / / CURB. GUTTER, AND CoNC f. / / GRASS SIDEWALK II FF= 41 7.20 75.8' / V OT / I cc L I oy ` P MP 4Y REMOVE / F I f / / ABANDONED IP / SEPTIC TANK EXISTINGX252WL1 -STORY METAL BUILDING 10 / (SHOWROOM) / 1 ASPHALT / ' z O . IEM0IV ` 3 #1313 RICHMOND ROAD TMP 78 -15D O BE REMOVED REMOV AND EXISTING STM STRUCTURE 1ASALTSCO / I I55 ? / 4 JOHN & JANICE LINKOUS / PLACE NG TO BE REMOVED -ITA \ 1 L (TYP.) a TRAFFIC RAXFF = 1u1H LID 117.23' D.B. 1025, Pg 239 FF= 422.24' :p!o I i I o D.B. 456, Pg 3 PLAT / FLUSH WITH'PAVEMENT EX WATER / I, 1.257 ACRES o /I c TOP- 21.01VALVEZONED: H C IN V 412.00 / W.OUT= 411.75 gm - EX 2H la GL 75.8. ENTRANCE TO / WELL \ / BE MODIFIED-TOt4,k`'.'h'r ®(ABANDONED)OHE. J ° 161'. C ICUREIIVDOT X Co . NDAR "EE SHEET S-1EX -F H. BRUSH UGT vow O A UMTERII Qy'>t ' . EXASTING ASPHALT TO BE — W 1.727.ASPH pg ,% . REMOVED AND INS 'ALT / B. t13R, P9 578 . . PLACES OVER E c I T / SHEET S-2 'R AREAS OF I ERLAYMENT. I I TREF3"_- 42(Z ( T LEGEND C n n a .5 -- HE,OH IMPACTED CRITICAL SLOPES N TREES-SMALL 42ON-sl ` = _ ` — s TELE. ESMy _ RASS CRITICAL SLOPES ® 1. SITE DOES NOT LIE WITHIN A FLOODPLAIN, SOURCE: FEMA MAP* 51003CO287D, ' = — —` — — 1 t P9 578 PANEL NUMBER 287 OF 575, EFFECTIVE DATE 214105 EXISTING SIDEWALKS ® 2. 0.16 ac. OF CRITICAL SLOPES TO BE IMPACTED WITHIN THE PROJECT LIMITS. — — — GRASS I3. 0.01 ac. OF CRITICAL SLOPES TO BE IMPACTED OFFSITE. lJ U _ / _ J EXISTING ENTRANCE 4. TOPOGRAPHY & BOUNDARY INFORMATION PROVIDED BY KIRK HUGHES & ASSOCIATES, / SURVEYED IN 2003. PROPERTY WAS FIELD VERIFIED IN NOVEMSER, 2006. ASPHALT EXISTING TREES Cc 5. THERE ARE NO STREAM BUFFERS AND WETLANDS PRESENT ON THIS SITE 6. ALL TREES ON PARCEL 78 -1 SE AND THE TREES BETWEEN PARCEL 78 -15E AND THE EXISTING GRAVEL CROWN DEALERSHIP PARIQNG LOT SHALL BE REMOVED. IEXISTINGASPHALT3 TO BE REMOVED Z Z o N O W Q Z Z F - w6 L NZ LL ZwM O N WV) 4 h LL W t LL J O J witv U W O Q LL_ Lu P N Q U OU O U j Z OU oc U w Z w OU a uj a G a III d a n cc a n a a v w w O O O O O Q Q V4 r+O N N Q W IzIA co N o z U) 0 W V) Z OJ O0zOO OijL0c o z2 D o Q w L9 Z o N W W Q Z Z w6 L NZ W ZwM O N WV) 4 Z LL W t LL J O J witv 0 O Q LL_ V ODLL DRAWN BY: SRC CHECKED BY: SRC DATE: 9/17/07 PROJECT NO. SHEET E -1 TMP 78-15 N/F ASBURY AUTOMOTIVE NORTH CAROLINA REAL ESTATE HOLDINGS, LLC ZONED: HC (AUTO DEALER) D.B. 2081, P.G 736; D.B. 2081, P.G. 738 PLAT OHE 70 IN 4 "CPP SD VDOT STD -- 39 --- LG_6YP: 3 57 NOTES 1. SEE SHEET S -4 FOR ASEMENTS 2. SEE SHEET S -3 FOR SIGHT DISTANCES i i 0 0 E.X-ISTIN WALL TO R MAIN CONTRACTOR TO FILL AR UND WALL P 1' -2' MAY BE REMOVED TO ENSU WALL LLB COMPLETEL BURIED. zz OH 1S OWIIIV/JSL A CE L TEL EAS D.B. 1135, P - -`( -- SPA CSP ES SPLAYI ISPL ( SPAC S)I 20' 'DR __ DISPLAY 20' -- II AIS IVY / - -- _--J 1 9,a Vb0T T ,-_ - 0 ST . C YR. C -6DQQ VDD STB v 6' CG -6 (TYP.) _A LE1 8' ;. CLJ - - 3NITkR 3EVIIEI l ---- - - -- - .. _ _ __ __ ^ACES MT _ y a EXTEND PROPOSED 4 5 COINCI W G g' N CURB TO TIE4NTO VD0 ,ST , TY D I G ESM . v EXISTING CURBLINE CG -6 T : - -_ ` CG - 2 Ste: r" \ 6' OOTSTD. RO OSED ^ 4QUNT*13LE C RB - - I DASENAG DRIVE ss 405 \ _' I J ` T S VDOT STD. G 2 (T .) G -6 (TYP.29 EX SP o EMPLp AGES - o SERV 4 OT PR a VARIAB E H STD. INGRESSIEGRESS __ AM — — CG -1 o PROPOSED VATE -' %- -- WIDTH Q VAR. IDTH L o \ \ R 2.5 - R LINE CG- 2 ING -------- - - —\ T. OL4 K o } P OX. LOCATION OF \ _ _ P OSED ST I R OCAT - EDQSTING - '" UM TER PADS \ 1T - / p STD,2 G Oil TYP.)20 INCRES /EGRES . EDGE OF PAVEMET .S (qT - - 4 EASE 3 t. T VDO STD. 1 I \ S/L CG- 6_.fT-YP.) 20 © p SIDE K I 2 i (8 SPACES SIGN 2 PROPOSE R. WITH ; O 5 SIDEWALK ", :- g TYP I \ INGRESS/EGRESS / CUSTO ER - >= r 1 NT -4 0 X 10') - _ SPAC S) PROPOSED AUTOMOTIVE ;0 9' ' PR P 2 H ICAPSHO %'00M, OFFICE--o —VC S/L go o( 12 BRACES) RAL U ; - - AND SERVICE VBLCAN CG °` 3 O (E / OHE `10YP. 1 S 1 - , GROSS FLOOR =3070 SF ' OY 6"C2FACETi Co -FEE: 417.24' -- STD. , C R TBM: PK NAIL TMP 78-14D —`—7 SPLAY 10 p; CG -12 E ELEV= 419.79' JANICE S. LINKOUS j 1 -1 'X- / L - 32 ZONED: HC (AUTO DEALER) 1 0 Q 91 (7 SPACES) - Hf XISTING /Z I 1 5 DISPLAY I / 2 OFFICE MECHANICAL 1 w \ I / w -_- Ma EQUIPMENT TO BE 1 1 T i I' 420 / o ? ` L (10 18) RELOCATED TO I 4 THE BACK OF THE I 9 1 N \ ` EM o - S I' BUILDINGS QAK- _ ` \ co , . 1 20.1 - 2 91 / WATER EXI TING SANITARY SEWER I 0 n - oHr - , \ / O / VALVE 42s SERVICE TERALO BE i / AB ND ED AND APPE 43 - - _` _ _ - -- _ _ _ _- --•-, -- - _ _,_ , , / oHE,OHt - , v ' ® - - ' _ _ _ C TER LINE rL DOG. - / CEN ER LINE ( ACES)VDOT myp:9 SERVICE / --_`_ _ _ CG_6 ) 2 _ N TES: ( \ \3j 21 ESM'T. J D B. 1737, PgC1 388 y 1. PROPOSED ENTRANCE SHALL NOT EXCEED 4% GRADE. SEE S -2 FOR PROPOSED GRADES. \\ SMA L . T - ( = -. _ 9 P9 578 - o 1 n n _ __VDOT STD.2. PROPOSED PARKING AREAS SHALL NOT EXCEED 5% GRADE. SEE S -2 FOR PROPOSED GRADES. SLOPES OF EXISTING PARKING AREAS - _VEP'C EL f£: / — 2 TYP. Jo - SMAtL TREES — 42-0 - --SHALL REMAIN UNCHANGED. 28 3. PROPOSED DRIVE AISLES AND PARKING AREAS SHALL BE PRIVATELY MAINTAINED 4. SEE SHEET R -3 FOR TRAFFIC GENERATION TABLE B PAVEMENT DESIGN TABLE. _ -° -- - r - - _ L / ^ 1 y 5. SITE SHALL SHARE EXISTING DUMPSTER ON ADJACENT FLOW AUTOMOTIVE SITE 6. ALL OPEN SPACE AREAS SHALL BE LANDSCAPED V _1 ` SMALL._FREES 42> CENTEL TELE. ESM'T.l.- `7. THE MAXIMUM PROPOSED HEIGHT AT THE FRONT OF THE BUILDING IS 45. \ _ - = -- 1 - ` - - -- - - -- 6:$ 1 rw P 57 8. THE MAXIMUM IMPERVIOUS AREA IS 23,000 SQ. FT. V _ -- 9. EQUIPMENT SHALL NOT BE VISIBLE FROM THE ENTRANCE CORRIDOR, AND EQUIPMENT ON BOTH THE EAST AND WEST SIDES OF THE R_T , NOTE: ALL BUILDINGS TO BE SIGN LOCATIEXISTINGBUILDINGSHALLBERELOCATEDTOTHEBACKOFTHEBUILDING. \ - _ ? 10. VEHICLES SHALL NOT BE ELEVATED ANYWHERE ON SITE. ,\ ON COUNTY RATER AND 11. THE PARKING LOT ON PARCEL 15E WILL BE WILL BE UTILIZED FOR DISPLAY PARKING ONLY AND WILL BE NAVIGATED THROUGH BY l p PAID PROFESSIONALS. ADDITIONALLY, 20 DRIVE AISLES WILL BE MAINTAINED FOR FIRE AND SAFETY REASONS, AND THE PARKING \ STALL WIDTHS WILL ONLY BE REDUCED BY 1 FOOT (i.e. 9'x18' STALLS ARE PROPOSED vs. THE COUNTY STANDARD 10'x18' STALLS) ° 12. NO PARKING MAY OCCUR IN TRAVELWAYS. '- - -- z / w Q CL LA_ 0 w LLJW O/ TBM: CHISE SQUAR , COR. DI, V= 408.77' TOP= 408.77 IN .IN= 403.50 0 I V.OUT= 395.70 o GIN TURN LANE STA. °H ,OHT 10+13.80 PROJED R/W TO BE DEDICATED jo VDOT 50 STRIPED TRANSIT ON VDOT ST 0 0 CG -6 YP.) = Z C PROPOS D 5' m SIDEWAL 70 / N m O C PROPOSED p— 3' PLANT G STRIP' P C 1 7 °o VDOT ST 11 EWORK EXISTING ENTRANCEjJOINT ENTRA _ TO I SERV TMPr78 -1 D AND FLOW 78-15E L E PROPOSED RN= BE I DEDIC ED O VDOT I — 11' SEAR SEE SHE R -3 FOR FULL 530' Si HT DISTANCE DIAGRAM OT STD. CG-11 TOP SIGN L OCA TION D pT i sm. CG -12 VDOT S N C _(TYP ) PROPOSED 3' PLANTING - STRIP FC LOC 47.25' OFFSET FROM RT .250 CA, W/ A 11ADIUS F 1098.67' SEE SHEET R -3 FOR ULL 530' SIGHT DISTAN E- PROPOSED g/WonTOBEDICATED TtP - .01 INV = 412.00 -- l I V.OUT= 411.75 D. CG -1 _CL ' VDOTS D. l r C -11 ENDTURN o NE STA- 12 +83.80 - L_6w LINE - 11' STOP BARS I iiPw_L SEE SHEET R4-F(5 530' HT DISTANCE DI 1 T OHr I TD. CG -12 i If Z Z c N W 0CONTRACTORSHALLCAP Q Z WU F- 5; Z EXISTING WATER SERVICE ZLiM OJM tn a Z LL W FE1cT') L- J LINE TO PARCEL. J H 0 O <E V 1 inch 20 it 0 In k k re2WWWWWATER 4 " WL IN VALVE v u 8THISAREAWL c APPRO o TMP 78-15C LOC TI N 01= EX. 4"r ALBEMARLE COUNTY SERVICE.467HORITY aZONED: HC (SERVICE UTHORITY)W/L I I tnVROTSTD. z W 0 0 0 0E:J S i ao 0 ----3 ` 5 -c 1 ISPI.AD Qt XI J T11_IM _ . -PERVIO 405 - - - - - - -- __ - - - -AREA= 23;000 TMP 78-15 N/F ASBURY AUTOMOTIVE NORTH CAROLINA REAL ESTATE HOLDINGS, LLC ZONED: HC (AUTO DEALER) D.B. 2081, P.G 736; D.B. 2081, P.G. 738 PLAT OHE 70 IN 4 "CPP SD VDOT STD -- 39 --- LG_6YP: 3 57 NOTES 1. SEE SHEET S -4 FOR ASEMENTS 2. SEE SHEET S -3 FOR SIGHT DISTANCES i i 0 0 E.X-ISTIN WALL TO R MAIN CONTRACTOR TO FILL AR UND WALL P 1' -2' MAY BE REMOVED TO ENSU WALL LLB COMPLETEL BURIED. zz OH 1S OWIIIV/JSL A CE L TEL EAS D.B. 1135, P - -`( -- SPA CSP ES SPLAYI ISPL ( SPAC S)I 20' 'DR __ DISPLAY 20' -- II AIS IVY / - -- _--J 1 9,a Vb0T T ,-_ - 0 ST . C YR. C -6DQQ VDD STB v 6' CG -6 (TYP.) _A LE1 8' ;. CLJ - - 3NITkR 3EVIIEI l ---- - - -- - .. _ _ __ __ ^ACES MT _ y a EXTEND PROPOSED 4 5 COINCI W G g' N CURB TO TIE4NTO VD0 ,ST , TY D I G ESM . v EXISTING CURBLINE CG -6 T : - -_ ` CG - 2 Ste: r" \ 6' OOTSTD. RO OSED ^ 4QUNT*13LE C RB - - I DASENAG DRIVE ss 405 \ _' I J ` T S VDOT STD. G 2 (T .) G -6 (TYP.29 EX SP o EMPLp AGES - o SERV 4 OT PR a VARIAB E H STD. INGRESSIEGRESS __ AM — — CG -1 o PROPOSED VATE -' %- -- WIDTH Q VAR. IDTH L o \ \ R 2.5 - R LINE CG- 2 ING -------- - - —\ T. OL4 K o } P OX. LOCATION OF \ _ _ P OSED ST I R OCAT - EDQSTING - '" UM TER PADS \ 1T - / p STD,2 G Oil TYP.)20 INCRES /EGRES . EDGE OF PAVEMET .S (qT - - 4 EASE 3 t. T VDO STD. 1 I \ S/L CG- 6_.fT-YP.) 20 © p SIDE K I 2 i (8 SPACES SIGN 2 PROPOSE R. WITH ; O 5 SIDEWALK ", :- g TYP I \ INGRESS/EGRESS / CUSTO ER - >= r 1 NT -4 0 X 10') - _ SPAC S) PROPOSED AUTOMOTIVE ;0 9' ' PR P 2 H ICAPSHO %'00M, OFFICE--o —VC S/L go o( 12 BRACES) RAL U ; - - AND SERVICE VBLCAN CG °` 3 O (E / OHE `10YP. 1 S 1 - , GROSS FLOOR =3070 SF ' OY 6"C2FACETi Co -FEE: 417.24' -- STD. , C R TBM: PK NAIL TMP 78-14D —`—7 SPLAY 10 p; CG -12 E ELEV= 419.79' JANICE S. LINKOUS j 1 -1 'X- / L - 32 ZONED: HC (AUTO DEALER) 1 0 Q 91 (7 SPACES) - Hf XISTING /Z I 1 5 DISPLAY I / 2 OFFICE MECHANICAL 1 w \ I / w -_- Ma EQUIPMENT TO BE 1 1 T i I' 420 / o ? ` L (10 18) RELOCATED TO I 4 THE BACK OF THE I 9 1 N \ ` EM o - S I' BUILDINGS QAK- _ ` \ co , . 1 20.1 - 2 91 / WATER EXI TING SANITARY SEWER I 0 n - oHr - , \ / O / VALVE 42s SERVICE TERALO BE i / AB ND ED AND APPE 43 - - _` _ _ - -- _ _ _ _- --•-, -- - _ _,_ , , / oHE,OHt - , v ' ® - - ' _ _ _ C TER LINE rL DOG. - / CEN ER LINE ( ACES)VDOT myp:9 SERVICE / --_`_ _ _ CG_6 ) 2 _ N TES: ( \ \3j 21 ESM'T. J D B. 1737, PgC1 388 y 1. PROPOSED ENTRANCE SHALL NOT EXCEED 4% GRADE. SEE S -2 FOR PROPOSED GRADES. \\ SMA L . T - ( = -. _ 9 P9 578 - o 1 n n _ __VDOT STD.2. PROPOSED PARKING AREAS SHALL NOT EXCEED 5% GRADE. SEE S -2 FOR PROPOSED GRADES. SLOPES OF EXISTING PARKING AREAS - _VEP'C EL f£: / — 2 TYP. Jo - SMAtL TREES — 42-0 - --SHALL REMAIN UNCHANGED. 28 3. PROPOSED DRIVE AISLES AND PARKING AREAS SHALL BE PRIVATELY MAINTAINED 4. SEE SHEET R -3 FOR TRAFFIC GENERATION TABLE B PAVEMENT DESIGN TABLE. _ -° -- - r - - _ L / ^ 1 y 5. SITE SHALL SHARE EXISTING DUMPSTER ON ADJACENT FLOW AUTOMOTIVE SITE 6. ALL OPEN SPACE AREAS SHALL BE LANDSCAPED V _1 ` SMALL._FREES 42> CENTEL TELE. ESM'T.l.- `7. THE MAXIMUM PROPOSED HEIGHT AT THE FRONT OF THE BUILDING IS 45. \ _ - = -- 1 - ` - - -- - - -- 6:$ 1 rw P 57 8. THE MAXIMUM IMPERVIOUS AREA IS 23,000 SQ. FT. V _ -- 9. EQUIPMENT SHALL NOT BE VISIBLE FROM THE ENTRANCE CORRIDOR, AND EQUIPMENT ON BOTH THE EAST AND WEST SIDES OF THE R_T , NOTE: ALL BUILDINGS TO BE SIGN LOCATIEXISTINGBUILDINGSHALLBERELOCATEDTOTHEBACKOFTHEBUILDING. \ - _ ? 10. VEHICLES SHALL NOT BE ELEVATED ANYWHERE ON SITE. ,\ ON COUNTY RATER AND 11. THE PARKING LOT ON PARCEL 15E WILL BE WILL BE UTILIZED FOR DISPLAY PARKING ONLY AND WILL BE NAVIGATED THROUGH BY l p PAID PROFESSIONALS. ADDITIONALLY, 20 DRIVE AISLES WILL BE MAINTAINED FOR FIRE AND SAFETY REASONS, AND THE PARKING \ STALL WIDTHS WILL ONLY BE REDUCED BY 1 FOOT (i.e. 9'x18' STALLS ARE PROPOSED vs. THE COUNTY STANDARD 10'x18' STALLS) ° 12. NO PARKING MAY OCCUR IN TRAVELWAYS. '- - -- z / w Q CL LA_ 0 w LLJ W O/ TBM: CHISE SQUAR , COR. DI, V= 408.77' TOP= 408.77 IN .IN= 403.50 0 I V.OUT= 395.70 o GIN TURN LANE STA. °H ,OHT 10+13.80 PROJED R/W TO BE DEDICATED jo VDOT 50 STRIPED TRANSIT ON VDOT ST 0 0 CG -6 YP.) = Z C PROPOS D 5' m SIDEWAL 70 / N m O C PROPOSED p— 3' PLANT G STRIP' P C 1 7 °o VDOT ST 11 EWORK EXISTING ENTRANCEjJOINT ENTRA _ TO I SERV TMPr78 -1 D AND FLOW 78-15E L E PROPOSED RN= BE I DEDIC ED O VDOT I — 11' SEAR SEE SHE R -3 FOR FULL 530' Si HT DISTANCE DIAGRAM OT STD. CG-11 TOP SIGN L OCA TION D pT i sm. CG -12 VDOT S N C _(TYP ) PROPOSED 3' PLANTING - STRIP FC LOC 47.25' OFFSET FROM RT .250 CA, W/ A 11ADIUS F 1098.67' SEE SHEET R -3 FOR ULL 530' SIGHT DISTAN E- PROPOSED g/WonTOBEDICATED TtP - .01 INV = 412.00 -- l I V.OUT= 411.75 D. CG -1 _CL ' VDOTS D. l r C -11 ENDTURN o NE STA- 12 +83.80 - L_6w LINE - 11' STOP BARS I iiPw_L SEE SHEET R4-F(5 530' HT DISTANCE DI 1 T OHr I TD. CG -12 i If Z Z c N W 0 W Q Z WU F- 5; Z V) w W ZLiM OJM tn a Z LL L- J 0.. J W10 0 O <E V 0D 0 0 In k k re2WWWWUWW 00 Eu8uv 8 W O J a a coca tn n 0(n tn 2222z W 0 0 0 0 0 Q i ao NIA IA. a M J W 4 V) °t0a U) w 0I a LL D y J Q L9 Z c N W W Q Z WU 5; Z V) w W ZLiM OJM tn J>N Z LL L- J 0.. J W10 0 O <E V 0D 0 0 DRAWN BY: SRC CHECKED BY: SRC DATE: 9/17/07 PROJECT NO. SHEET S -1 e 0 Z W i W Z 3 W N Z 0 Cy U ARM ASEii4i Wt I B.—P.G. SEA tom"' W • C owl dF mow— Old 61 loiiiiiiiiiia menlP /lrl /llCstj 11llllilll /llllll P ' . •ICIGl /illlll. + /lr r• Downsiiiiiiii::iIll /lllllllr :/ll/l / Saliii i / /llll o iiiiiiiiiiiiiiii I air" W UNDER Co i llll j 1 pPR • '1 , ZING , • • 'A I t • I , _ • MMMMME NMI O 1 EL TEL . EAS D.8. 1135, P YRISTINGAINGE E / w 10 5x / l 01 77 O / 5x I titi'J 5% Nil of c --1 NG ES GRES1 ' 11 5 EASEXFF= 420.38' T -- -_ _ 1L a - EXISTING 1 409 15Ic / 1 -STORY METAL BUILDING 1 1 1 TIE EXISTING EP. 1 \ t - - 5xSERVICEDEPARTMENT) I P POSED RA _ 1 1 ' — .FILa _ FF= 420.28 ' X 1 1 12 RL Y ISTI IITIEINTO00 E U 410 i \ EXISTI P. BANS BUILDING ADDRMON / FFE 07.24' 4 — EXISTING PARKINS OHE LarsLOa- _ 41 SEPTIC PUMP TANK:'- TB PK NAIL - m / 1 I / EXISTIN RKINGI1 ELE 419.79 X FF= 420.34' I I - -- - 0 Q o o _ LOTS PE I / FF=417-20 2x SS ? 75 8' r Ali I I • II ' 1 I PE — '-1 r 417.1 Z 125.2' 1 - wL / i - f EXISTING 4 i ? 1 -STORY METAL BUILDING d 17.Aj SHOWROOM) . "n \ ( o )OV LAY XIy 1NGEM ° — ss I I #1313 RICHMOND ROAD of --P VEMEN UNTILOOK---' \ ^_ SS CO I / 3 / o TRANSITIOI'I1 IS FLUS Z5 _ —1 _ , C XIM E _AP 2 M / ) / - -- % X FF =41 7.23' FF / LIMITS OF /. 22 24420 - -`p / / o 4 'X I / I VALVE E XISTING16LOTSLE1 4 75.8' ro Ig -. ES MT v 3QHTPg88 Y E Ui 'SMALL - T. 1 5 v V , 420-1. -28 CIO -_ D e6;. a -_ - _ `9 332 - _ -- 424 H ' ••E, OH _ SMALL_SRF 42 •••CENTEL - - - --GRAPHIC SCALEALE \ \ (` — _ __ --— -- - - _ _ _ TELE. EsM' 9 - 578 N 20" 0 10 20 40 17 co U IN FEET) \ _ - - - . - - _ 1 inch = 20 ft. 7A C C D WIROSED VARIABLE TH =11NAGE ESMT. NOTES: 1. ALL GRASS AREA THAT DO NOT CONTAIN LANDSCAPING SHALL BE SODDED. SEE SHEET LL -1 FOR DETAILS. 2. ALL PARKING SPACES LOCATED WITHIN THE NEW PARKING AREAS SHALL HAVE A MAXIMUM SLOPE OF 5%. EXISTING PARKING AREAS THAT ARE TO REMAIN OR THAT ARE BEING OVERLAYED MAY HAVE SLOPES GREATER THAN 5x. THESE SPACES SHALL BE USED FOR DISPLAY PARKING, SERVICE SPACES, OR EMPLOYEE PARKING. ALL CUSTOMER PARKING SHALL OCCUR WITHIN SPACES WITH SLOPES NO GREATER THAN 5x. SEE SHEET S -5 FOR PARKING SPECIFICS. 3. THERE ARE NO RETAINING WALLS PROPOSED ON THIS SITE. 4. SEE SHEET S -5 FOR DETAILS ON DRAINAGE EASEMENTS. 3 OPOSED VARkA . _ rKuru4cu w WIDTKDRAINAGE & ARIABLE WIDTH ° I i P=2 FOR DESIGN LANE GR, 41+50 I Ir= i I 12 +0 PROPOSE V T RI -OF -W Y I P= 421.01 , 11 /A=412.0 IIAI'V.OUT =411 5 , I 1 +50 F 12 +75 _ I _ 5 I I TBM: CHISkED SQUAR ,, COR. DI, L V= 408.77' EX4 T0P--4O8.77 IVV. IN= 403.50 V.OUT= 395.70 OH, D 00 10+50 PROPOSED VDOT RIGHT OF WWWW x — 11 +00 1 Z 0 I_ U Lu L W 0 U 0 Lu O u U O O uZ Q z d z z Z cc N N o i i LO t co v z Q u N Oa 4 w Q F a 00 ij2 LL 0 ° a sss Q Z o Immin 0) jr N W Q W Z W C wZZWMW0:] Ul O /// NV) ' Z LL W Immm LL- 0 .. J W1_v OQW V doo00LL IF DRAWN BY: SRC CHECKED BY: SRC DATE: 9/17/07 PROJECT NO. SHEET S-2 V W O o u o S O D z WW Z W N2 JJ UU w O LYa 0 U Y i 3 aaY CLXY s 30 Y aWN C0 U3i a00U i0 d c 0 U3i A 0 U a Y 0C 3 a3 iY Y0w4+ dL Ya0CL Q. Cd LO aYa3 Y 0 s w ad6 YL da c LO b 0 c nY 3 0 n YL C dE C d ac W Z W W J O U wO T LY 0 La Y N 3 UXY Y Yid a U0 aY 9 UOwwd Cd wCd SIGHT DISTANCE EXHIBIT SCALE: 1"=60' GTACE COURSE BA COURSL, VD E 21 CCOMPAC D SUBGRAD ASPHALT PAVING - PARKING DRIVE AISLE NO SCALE NTERMEDIATE COURS INTERMEDIATE COURSE BASE COURSE. VD 1 JE KURTACE COURSE BASE COURSE VDOQPEGAIEpf SUBGRADE ASPHALT PAVING - PARKING SPACES NO SCALE COMPACTED SUBGRADE ASPHALT PAVING - MAIN ENTRANCE ACCESS AISLE NO SCALE PA YEMEN T EXHIBI T SCALE: 1"=30' 551. _ ppIfVTERMEDAW COURS NTERMEDIATE COURSE BASE COURSE VDGOQF JE Table 3 Traffic Generation Su vnwy f-- _-- -- Traft Generatba Sunm Location Use Ns Units, SF ADT /1066 SF ADT Soiree At entmwe Car Dealership 9700sf 33.34 324 ITE TRIP GENERATIONS 7TH EDMON - CODE 841 SUBG ASPHALT PAVING -ROUTE 250 TURN LANE NO SCALE Nb7E ROU7E 250 TURIN LAME PAbEhI>E7VT QESIQV SrfIALL BF AVSTALLED AT nM AMD AND EN7RANCE3 UP 70 1W PROPOSED W"T NWT -OF -WAY Lffi& TRUCK CIRCULA TION EXHIBIT SCALE: 1"=30' OVERLAY AREA ' PARKI PARKING OVERLAY AREA a 0 Q ooaK0ZK fix 4F poolNJ 1 CONCRETE TO BE A3 IF CAST IN PLACE, 4,000 PSI IF PERCAST. 4 Min. f1 oeo I. PRIOR TO ANY CANSIRUC7701V 107HIN ANY EX/S77NG PUBLIC RIGHT-OF-WAY, INCLUDING COIVNEC7700V TO ANY EAIS77NG ROAD, A PRRMIT SHALL BE OBTAINED FROM THE WRGN/A DEPAR7MENT OF TRANSPORTATION (VDOT). 7HIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DESCREPANCES OCCUR THE REQUIREMENTS OF 7HE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUC770V METHODS SHALL CONFORM 70 CURRENT SPECIF7CA770NS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3 EROSION AND SJL TA 77AN CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WI7H 774E APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR 70 ANY CLEARING, GRADING OR OTHER CONSTRUC 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FFR77U2ED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2.-1 (HORIZONTAL: VE7R77CAL). WHERE REASANABL Y ABTA /NABLE, LESSER SLOPE'S OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PA WD, RIP -RAP OR STABILIZA 77ON MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF 7HE COUNTY ENGINEER, OR DESIGNEE, lT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. Z ALL 7RAfF7C C0147ROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, 8. UNLESS OTHERWISE N07FA ALL CONCRE77 PIPE SHALL BE RE/NFARCED CONCRETE PIPE -CLASS Ill. 9. ALL EXCA VA 77ON FOR UNDERGROUND PIPE /NSTALLA 77ON MUST COIIPL Y 107H OSHA STANDARDS FAR 7HE CONSTRUC770N INDUSTRY (29 CFR PART 1926). r-4 » 6" VDOT 157, 168 OR 178 6» 6 STONE BASE UNDER CURB. STANDARD CG -2 NO SCALE VARIABLE WIDTH) 4 CONC. (3000 PSI AT 28 DAY, OR STONGER) CONCRETE SIDEWALK NO SCALE TOP OF CURB 4 MIN. 2 R s 7 VDOT 157,168, OR 178 STONE BASE UNDER CURB & STANDARD CG-6 CHECKED BY VDOT PRIOR TO PAWNG CURB & GU TIER AND /0R QACKFILLING. NO SCALE NOTE: PLEASE SEE ARCHITECTURAL PLANS FOR DUMPSTER ENCLOSURE DETAIL. MOUNTABLE CURB 8•x11• CONCRETE SLAB r THICK SLOPE TO DRAIN TO GUTTER 3000 pd 0 26 drys (min) CLASS A3 CONCRETE WITH Vx6' W2.1xW2.1 WW AND BROOM FINISH lob 9M 8'X11• CONC BETE SLAB r THICK SLOPE - TOWARDS PARKING LOT 3000 psi Q 26 d"s (min) CLASS A3 CONCRETE WITH SW W2.1xW2.1 WWFAM BROOM FINISH U0, 84, M. ffwlw GENERAL CONSTRUCTION NOTES FOR STREETS THIS LIST IS IN ADDITION TO THE GENERAL CONSTRUCTION NOTES 1. Construction Inspection of all proposed roads within the development will be Made by the County. The contractor must notify the Department of Community Development (296- 5832) 48 hours In advance of the start of construction. 2. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results shall be submitted to the County. If a subgrade soli CBR of 10 or greater is not obtainable, a revised pavement design shall be made by the design engineer and submitted with the test results for approval. 3. Surface drainage and pipe discharge must be retained within the public right -of -way or within easements prior to acceptance by the County. All drainage outfall easements are to be extended to a boundary line or a natural watercourse. 4. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field verified at the time of construction. Additional guardrail may be required at locations not shown when, in the opinion of the County Engineer, or designee, it is deemed necessary. When guardrail is required, It shall be Installed four 4) feet offset from the edge of pavement to the face of guardrail, and roadway shoulder widths shall be Increased to seven (7) feet. 5. Where urban cross sections are Installed, all residential driveway entrances shall conform to VDOT CG -9(A, B or C). 6. Where rural cross sections are Installed, all residential driveway entrances shall conform to VDOT standard PE -1. 7. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section detail, shall be strictly adhered to. B. Road plan approval for subdivisions is subject to final subdivision plat validation. Should the final plat for this project expire prior to signing and recordation, then approval of these plans shalt be null and void. 9. All signs or other regulatory devices shalt conform with the Virginia Manual for Uniform Traffic Control Devices and the Albemarle County Road Naming and Property Numbering Ordinance and Manual. 10, Traffi control r0ccoofo other regulatory signs or barricades shall be Installed by the developer when, In the opinion of the County Engineer, or designee, they are deemed necessary in order to provide safe and convenient access. 11. The speed limits to be posted on speed limit signs are 5 mph below the design speed, or as determined by VDOT for public roads. 12. VDOT standard CD -1 or CD -2 cross - drains under to be installed under the subbase material at all cut and fill transitions and grade sag points as shown on the road profiles, 13. A video camera Inspection is required for all storm sewers and culverts that are deemed Inaccessible to VDOT or County Inspections. The video Inspection shalt be conducted In accordance with VDOT's video camera Inspection procedure and with a VDOT or County Inspector present. Table 4: Pavement Desn(VVD_OT Pavement Design Guided L0 f Pavement Desna t1 RF=1.0 Location ADT HCV Desip ADT CBR SSV Dr Sarlace h a Base b a Sub me h a Dp Mara Fk&wce Access Aisle (80% trips)260 10 360 5 5 10.87 sm9.5 1.5 11.67 bm25 3 1.6 21A 6 0.6 10.91 Pw1wg Drive Aisle 100 0 100 5 5 6.41 sa0.5 2 1.67 bm25 0 1.6 21A 8 0.6 8.14 Paddng Spaces 100 0 100 5 5 6.41 sm9.5 2 1.67 bm25 0 1.6 21A 6 0.6 6.94 RNxte 250 T m Lane 260 10 360 5 5 10.87 sm9.5D 1.5 1.67 bm25A 6 11.6 21B 6 0.6 15.71 LIST 1: GENERAL CONSTRUCTION NOTES Z L0 f t1 z i W LU UJ 0U U OU Z Z Z U U U Z n W W W W UJ a a a a. J Q n V)V) z 0 0 0 00 Q o i i N O 4 QV,4 O O O GIz IA 1 m o a v x zJ u Oa 4¢° W J 3 w o °OLL J 0 W Q Z . 0IXN W N W i- Q Z W Z W Cry LL m NZ ZWco)W 0 J c N n Z MLL J -)O J wff 0 OQ V O 0 0 DRAWN BY: SRC CHECKED BY: SRC DATE: 9/17/07 PROJECT NO. SHEET S -3 1, z u 1E E 3 Y 1. L n L r D 0 i i J i i 1 3 sS v sc s uscc sc i s cs zz S s i Vcc c Z0 E cL s " d c id dcmr ds orMO0L 0 cd LO4 a dv,3 1Oc sN cd yLdn LO d 0 ss c aaru3 0OclQdL dQ Oc de Zcd z W Jz zW H J OU wO LdcxOLa IA3 x s dLd tA co,s7 0 d d u ONNd c d Ncd i c 1.. MME .A siIMIER TY A 3 41ilM .Iik. 4.A .W LAM" ,L HAVE A 11r!NIRIM` L = (W 4e. o ' s, rm r MINr (1 1 t 1. R RME LATERAL WC ; PIPS "T ( I R 14 1' 1S I/Ir r i . U" NOT(M 13 3X e Ii. 19M ON M r,_t)jo> M. a. WAM COT UD 0) Ire" fF7 2) PAM lily ( UU'1101! C WOW wW Tk'1llfllt ML 3.**fl Qft . "1E SLR IMW 1 1 'SW y, 1 i FO '{' M*. i A t-w ma ' as. w0im Nit uo. Oi -12 GENERAL NOTES: 1. we mu fAt s OMOi ww.L W PNOtlsslD w 1wIWAM OOMM LIM 0I 111iMIA PEES u.AR 4. L X 10 cui QIM/i 7. TO E E PA%#ALEL r r F tl I F Y By L ZA< rr AT = . SATE AS TOF OF O1 PARALLEL iPEIPENDICU.AR E 1K M N 711FAIIL t.r - 2.."1RiNiA1SY tP01E 00 0 000000 0000000ao0000 O O O O o o o O o o o O O O 00000000000000 a: lET 00000000000000 ; 00000000000000 00000000000000 TRLM6M DOME DETECT wARNPI: CQ-12 DETECTABLE WARWO SUWAM ' CENOM NOTES MUM NNOIM LI•IN'11 W of MAWNWATM 5. BLASTING ON SATIARDA M SUNADAM AND HALT DAYS NXL BE PERATTED OML Y W M SPECIAL A OR APPPOO EQUAL Ci I. THE REQUNRfMfN75 TO PUGAWLL AGGREGATE BASE DLL BE WAIVED IN THE £DENT THAT WRITTEN PERNNSSTOV FROM 7HE ALBEMARLE COUNTY SERNCE AUTHORITY. as>M1ii AIAOI IIAE A I #08 M MM N 6 WHENEVER BLASTING HILL BE UVE'RTAKEN /N 7HE wmiTY OF AN Exs77NG U71UTY, IT SHALL ONLYONSTr IL AT ROAD #V7ERSEC7I0AVS SMALL BE REMOVED. DAYS,, THE PUGAWLL REGLOREMENT NKL APPLY. DAME W7H DIRECT SJPERNSON OF THE AUT RARITY. ANY DAMAGE' AS A RESYRT AF 4. DA7UNI FAR ALL E7..EVA110NS SHOWN IN NA77CWAL GEODEI/C F E 911„ a •:: MM 0La SLORWY hMMMd1 AM cpoh M A AM VON" xi + . 1 k 1, _;i r wrrNC IMwMr SECTION C -C 6. ALL WATER AND SEWER PIPES SHALL HA HE A ANWA/UM OF 3 FEET PLAN VIEW COUIPSE. N171#W THE RIGHT OF WAY. ONLY THOSE STRUCTURES S'EC 7CALLY AUTHORIZED BY OF COVER MEASURED FROM 774E TOP OF PIPE, OVER THE I A W EQUAL 0 =414 t IMM[ OHMS Uft A A OM9 GIGS. UNPKNMLNMED AREAS SERVICE LA -% AND W EET p Z ALL WATER AND SEVER APPURTENANCES ARE 70 BE 1{ WIrA{OIC OAK ti/I1 aI LOCATED OUTSIDE OF ROADSDE DITCIES 811 O 6 VALVES ON DEADEND LMIES SHALL BE RODDiED TO PROVIDE FORD W72 (5/r" x3 /47 Yllrff[iKLOWOt wIPIC'r O EXTENSION OF THE LIME. D SHOWN. ARE ONLY APPROXIMATELY CORRECT. THEADJACENTTO7HEBLASTINGAREASHALLBECOVERED70AWIDDEBRISANDDAMACONTRACTORSHALLONMS010NNWFORlNEONDETAN77A77VELOCATEALLSNIDLEFWI4. PROPER N07FIC470V SHALL BE EVEN 70 THE ALBEMARLE COUNTY SERNCE AUTHORITY 9. WATER PRESSURE MAY BE LESS THAN 40 PS: PRIVATE BOOS TER s111 r p KK 1O: ALL COAAAI max BUILDINGS wLL BE REQUIRED TO HAVE A no, sECT10k A - A GLIDELMES FOR GM CHANGE 0 on%= 11KM Mom*M M rmft 1 TRIM ISM flws_! N ww • f 3a MM f 0 E { f 40froICY *IN Ili i1INMK K L0. UN mm MnoM f f f • f I 0/x AWN91iO ffrIi lfl 1'A p•• uU U X ' M [1*0 A . " METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS ANI7 COMMFRCIAI FNTRANrFS vow" Mrwromw or Nu opwim"tMriM z Oi -12 GENERAL NOTES: 1. we mu fAt s OMOi ww.L W PNOtlsslD w 1wIWAM OOMM LIM 0I 111iMIA PEESu.AR 4. L X 10 cui QIM/i 7. TO E E PA%#ALEL r r F tl I F Y By L ZA< rr AT = . SATE AS TOF OF O1 PARALLEL iPEIPENDICU.AR E 1K M N 711FAIIL t.r - 2.."1RiNiA1SY tP01E 00 0 000000 0000000ao0000 O O O O o o o O o o o O O O 00000000000000 a: lET 00000000000000 ; 00000000000000 00000000000000 TRLM6M DOME DETECT wARNPI: CQ-12 DETECTABLE WARWO SUWAM ' CENOM NOTES MUM NNOIM LI•IN'11 W of MAWNWATM VARIABLE w r (E) 9NE EASEMEN EASEMENT OtAL EASEMENT EXHIBIT NOT TO SCALE i Q 17.3' R/W 1 l \- i ZL (E) 32.5' R/W IIIII,I J P) VDOT will, rw 0 N_ 11 :4 =L MOM. NO VNEAIED FIT,.ION atmo ONLY) DUAL SERVICE i' T1FE V SOFT OOFPER SINGLE SERVICE NOSE 1) SADDLES I ML E UdW ON PVC FIFE. THE = NCE L AIEW SHALL E INE SALE ME AS /1E OOF/OItTWk VSWT AS NOW MOUE OR UN LM o41lAME APPOWA D. M URAoeNa * I= 77 LNaN-1SOM 1 1/2', 2") NINE LOESS FOIn Na L02- (1 Na LO Na L ((12'_),/27oa -n MN oR No i 1 5. BLASTING ON SATIARDA M SUNADAM AND HALT DAYS NXL BE PERATTED OML Y W M SPECIAL 3. ALL MATERIALS AND CONS7RUC77ON SHALL COMPLY N/7H OR APPPOO EQUAL Ci I. THE REQUNRfMfN75 TO PUGAWLL AGGREGATE BASE DLL BE WAIVED IN THE £DENT THAT WRITTEN PERNNSSTOV FROM 7HE ALBEMARLE COUNTY SERNCE AUTHORITY.THE CURRENT ED17ION OF THE M74ERAL WATER AND SE'NER 6 WHENEVER BLASTING HILL BE UVE'RTAKEN /N 7HE wmiTY OF AN Exs77NG U71UTY, IT SHALL ONLYONSTr COWS7 NTY ERW E AUT / CA AS ADOPTED BY THE ALBEMARLE SERNGE AUTY AT ROAD #V7ERSEC7I0AVS SMALL BE REMOVED. DAYS,, THE PUGAWLL REGLOREMENT NKL APPLY. DAME W7H DIRECT SJPERNSON OF THE AUT RARITY. ANY DAMAGE' AS A RESYRT AF 4. DA7UNI FAR ALL E7..EVA110NS SHOWN IN NA77CWAL GEODEI/C F BUIS7NMG OIPERA7XNS SHALL BE THE SOLE RESPANS7aIRUrY OF THE CONTRACTOR SLORWY PRIME COAT RC -25O O O.3 GAL.1510 YD.). 5. THE CANTIRAV R SHALL BE RESPONSIBLE FOR N077FYING 1 Olt FANN Y RAL A "WA/ N COVER OF ONE (1) FOOT. DEPAR7MENT OF 7RANS'ORTA77ON S°ECF7CA77ON& 71WSS UTILITY (i –BO0- 352 - 7001).NM MADE 6. ALL WATER AND SEWER PIPES SHALL HA HE A ANWA/UM OF 3 FEET BROOKS 2200 SiJE,! BOX IN7Fi COUIPSE. N171#W THE RIGHT OF WAY. ONLY THOSE STRUCTURES S'EC 7CALLY AUTHORIZED BY OF COVER MEASURED FROM 774E TOP OF PIPE, OVER THE I A W EQUAL I E HYDRANT UlmUNPKNMLNMEDAREASSERVICELA -% AND W EET BLASTING NOTES GENERAL WATER & SEiPER Z ALL WATER AND SEVER APPURTENANCES ARE 70 BE V)FEDERAL, STA 7& AND LOCAL LAW ORDWANCES. RULES AND REGULA 77ONS OF THE AUTHORITIES LOCATED OUTSIDE OF ROADSDE DITCIES COWEI ETM (RAM ON 9106)6 VALVES ON DEADEND LMIES SHALL BE RODDiED TO PROVIDE FORD W72 (5/r" x3 /47 EQUAL SERNLE AUTHORITY INSPECTORS. THE CONTRACTOR PILL BENDSHTOAANYWOLADONOFCREGULATIONSSHALLBEDEEMED7HESOLERESPONSMIL/TY OF THE RESPONSOLE FOR N071FMG THE PROPER SERNCE AUTHORITY ADEQUA7F RES7RA/NT FOR THE VALVE DURING A FUTURE W74 (17 aR AFFPK>M EQUAL O EXTENSION OF THE LIME. W SHOWN. ARE ONLY APPROXIMATELY CORRECT. THEADJACENTTO7HEBLASTINGAREASHALLBECOVERED70AWIDDEBRISANDDAMACONTRACTORSHALLONMS010NNWFORlNEONDETAN77A77VELOCATEALLSNIDLEFWI4. PROPER N07FIC470V SHALL BE EVEN 70 THE ALBEMARLE COUNTY SERNCE AUTHORITY 9. WATER PRESSURE MAY BE LESS THAN 40 PS: PRIVATE BOOS TER CE AND THEPE>tiEP N TERNMIOYSIED. EIERE NiRgAtno/l PUOJC PRIOR 70 THE COA04ENCOWNT OF IXAS77NG OPERA77O S LINES AND S7RUC7UIRES AS NECESSARYIE1lRiN W PUMPS MAY BE REQUARED. 1O: ALL COAAAI max BUILDINGS wLL BE REQUIRED TO HAVE A BACKFLOW PREWNZER VARIABLE w r (E) 9NE EASEMEN EASEMENT OtAL EASEMENT EXHIBIT NOT TO SCALE i Q 17.3' R/W 1 l \- i ZL (E) 32.5' R/W IIIII,I J P) VDOT will, rw 0 N_ 11 :4 =L MOM. NO VNEAIED FIT,.ION atmo ONLY) DUAL SERVICE i' T1FE V SOFT OOFPER SINGLE SERVICE NOSE 1) SADDLES I ML E UdW ON PVC FIFE. THE = NCE L AIEW SHALL E INE SALE ME AS /1E OOF/OItTWk VSWT AS NOW MOUE OR UN LM o41lAME APPOWA D. M URAoeNa * I= 77 LNaN-1SOM 1 1/2', 2") NINE LOESS FOIn Na L02- (1 Na LO Na L ((12'_),/27oa -n MN oR No i 1 CAST N1011 LID O ' 4_ = / EM AS CMPORA110N 7 Y, 0111 LNABIM Na N-1 FOW Na F -M OR APNRON:D EQW1L TYPICAL SERVICE LATERAL INSTALLATION NTS FIG. W -6 ADDED FM 10. 200{ AND STORMWATER ENTS E COUNTY v j : 1 1 ra 931 ]1 VARUBLE WDTH DRAMIAGE AM STnRi11MI 70 MANAGEMENT EASEMENTS DEDICATED TO ALI EMARLE COUNTY_ ION Z V CollNESSIDN x 3/4 MALE WE COMM ROAD NOTES PAMII£IVT OR APPPOO EQUAL Ci I. THE REQUNRfMfN75 TO PUGAWLL AGGREGATE BASE DLL BE WAIVED IN THE £DENT THAT 1. ALL GROWTH OF TREES AIMD VEGE7A11AW SHALL BE CLEARED AND GRA D FOR THE THE SURFACE COURSE /S BEGM WNG AT THE COM/ALE7NOI OF THE N4STALLA77ON OF THE ENTIRE EASEMENT. 071AERR TREES AND VEGETATION NFWCIH OBSTRUCT SIGHT DISTANCES AGGREGATE BASE, THE EVENT THAT THE BARRAGE COURSE /S APPLIED PRO? 10 60 AT ROAD #V7ERSEC7I0AVS SMALL BE REMOVED. DAYS,, THE PUGAWLL REGLOREMENT NKL APPLY. Q Z. THE USE OF AN AGG REGA TE SPREADER IS REQUARED MIEN PLACING AGGREGA7E BASE. F DRAMGE 3 PRUE COA MUST BE APPLED TO BASE MA MWAL P" TO P"Ca ENT OF ASPHALT PRIME COAT RC -25O O O.3 GAL.1510 YD.).I. ALL PIPE CULW RM EXCEPT PRIVATE ENTRANCES; SHOWN HEREON ARE 7O BE RCP W7H 4. B nANNOUS SURFACE TO BE APPLIED IV ACCORDANCE W7H CURRENT NRGN /AAlf1Olt FANN Y RAL A "WA/ N COVER OF ONE (1) FOOT. DEPAR7MENT OF 7RANS'ORTA77ON S°ECF7CA77ON& AND N1SOAIION 20hU i I ALL DRAWVAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE S47ISPAC70H OF 7HE 1 ENCROAGIAAENT: POSTS, WALLS SGVSI OR S%&AR ORNAMENTAL STRUCTURES THAT DOENGNA<ER. DRAWMAGE EASEAWN73 SMALL EXTEND 70 A POMVT DEEMED AS NATURAL W47FR NOT ENHANCE A ROADWAYS CAPACITY OR TRAFFIC SAFETY SHALL NOT BE PERMITTEDCOUIPSE. N171#W THE RIGHT OF WAY. ONLY THOSE STRUCTURES S'EC 7CALLY AUTHORIZED BY PERIIWT ISSI/E0 BY V1VMNA DEPAR7MENT OF IRANISPOIRTA77ON MAY BE LOCATED W171WN THE STREETS RIGHT OF WAY. BLASTING NOTES GENERAL WATER & SEiPER 1. BILASWa W*W REQUIRED, SHALL BE DANE W7H CARE IV ACCORDANCE W7H ALL APPLICABLE CONDITIONS V)FEDERAL, STA 7& AND LOCAL LAW ORDWANCES. RULES AND REGULA 77ONS OF THE AUTHORITIES ZHANNGJUR/SOVC77ON AND BY S XLED AND EX7IQE7VCED BLASTERS A BLASTING PERMIT MUST BE 1 COM0020 N x 3/4' MALE PPE COUFLNLO OBTAAMED FROM THE ALBEMARLE COUNTY FIRE PREWN77ON OFF7GE PRIOR TO COIMAENCWG THE NARK. I. NOW SHALL BE SIIB.ECT TO INSPEC71ON BY ALBEMARLE COUNTYoRAPPOWAD2. ALL FEDERAL. STATE; AND LOCAL REGULATIONS GOVERNIVG CONSTRUCTION SAFETY SHALL BE ADHEREDEQUAL SERNLE AUTHORITY INSPECTORS. THE CONTRACTOR PILL BENDSHTOAANYWOLADONOFCREGULATIONSSHALLBEDEEMED7HESOLERESPONSMIL/TY OF THE RESPONSOLE FOR N071FMG THE PROPER SERNCE AUTHORITYCONTRACTORAND/bR DEVEZOPER. OFFICIALS AT THE START OF THE NVRK.T PRECAUTIONS SHALL BE TAKEN TO PREVENT OVARY TO PERSONS AND DAMAGE TO PROPERTY. NO 2. THE LOCATION OF EXISTING U7I_/7IES ACROSS THE LAME OF THE O BLASTING SHALL BE DONE WITHIN TWENTY --RW (25) FEET OF ANY COIAPLEIED WORK OR ADJACENT PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS70ANY071,IER STRUCTURES UNLESS PROPER PRECAU7IONS ARE TAKEN ENDS OF U77UTY LAMES AND NhERE W SHOWN. ARE ONLY APPROXIMATELY CORRECT. THEADJACENTTO7HEBLASTINGAREASHALLBECOVERED70AWIDDEBRISANDDAMACONTRACTORSHALLONMS010NNWFORlNEONDETAN77A77VELOCATEALLSNIDLEFWI4. PROPER N07FIC470V SHALL BE EVEN 70 THE ALBEMARLE COUNTY SERNCE AUTHORITY W CE AND THEPE>tiEP N TERNMIOYSIED. EIERE NiRgAtno/l PUOJC PRIOR 70 THE COA04ENCOWNT OF IXAS77NG OPERA77O S LINES AND S7RUC7UIRES AS NECESSARYIE1lRiN CAST N1011 LID O ' 4_ = / EM AS CMPORA110N 7 Y, 0111 LNABIM Na N-1 FOW Na F -M OR APNRON:D EQW1L TYPICAL SERVICE LATERAL INSTALLATION NTS FIG. W -6 ADDED FM 10. 200{ AND STORMWATER ENTS E COUNTY v j : 1 1 ra 931 ]1 VARUBLE WDTH DRAMIAGE AM STnRi11MI 70 MANAGEMENT EASEMENTS DEDICATED TO ALI EMARLE COUNTY_ ION Z F V)ZWW W W uU U U O z z z g Z U U Z p[OC CC DC W W W W W a a M a o J G z oG oC w n n nOO Q LOA O N GIco IA O 1 _ few o z Q 4 V) OD 4 W J Q 3 W o °O LL J 0 F Q V) Z aas O N N w w Q Z w ( W t9 > o, NZZWMWpJ Ul >N 0 I Z LLwMLL J 50 J -i W O WU O V 000 DRAWN BY: SRC CHECKED BY: SRC DATE: 9/17/07 PROJECT NO. SHEET S -4 z r Z Z n Z J 0 N L 3 C v 9 PARIONG CATEGORY REQUIRED PROVIDED TMP 7 &15C ALBEMARLE COUNTY SERVICEUTHORITY 1 SP/ 1500 S.F. DISPLAY 14 CUSTOMER PARKING*AREA = 14,544 NOTE: 14 SPACES ZONED: HC (SERVICE WHORITY) 20,844 S.F. x 1 sp/1500 PROVIDED INCLUDE 2 S.F. = 14 HANDICAPPED Z 1 SP/ 200 S.F. OFFICE yp OFFICE PARKING AREA =7 0 1,400 S.F. x 1 sp/200 S.F. 7 O J 2 SP/ SERVICE STALL + 1 O<E SP/EMPLOYEE= 1 LLO SERVICE AREA PARKING 3 SERVICE STALLS x 2 spl 12 SERVICE STALL + 6 uj Lu EMPLOYEES x 1 V SP /EMPLOYEE = 12 O EXTERNAL DISPLAY SPACES NOT REGULATED 92 TOTAL 33 125 1--- C C D o I WATER 4 " WL IN VALVE THIS AREA I WL 2 NOTE:TOTAL DISPLAY AREA INCLUDES 6300 O FT. INTERIOR DISPLAY AREA AND TMP 7 &15C ALBEMARLE COUNTY SERVICEUTHORITY O NN 0 y 14,544 SQ. FT. EXTERIOR DISPLAY AREA.ZONED: HC (SERVICE WHORITY)c a Z rypV t n J >N 0 i J O J w U O<E V 1 LLO w uj uj Lu V O 13 SfIACES) r 1 DISPL.AY g 2 ii C o00 OHE 4 "CPP SD wL7 Y ASP SPA DIS O SPLAY DISP GRAPHIC SCALE 10 20 40 so IN i emu i Ii o/ i ie ', _ I • w A' ••A 0 f i 9 • SCI) • - i : ter . , O OHT C PLAY n ( 1 kfSPADISPlJi0pajilRlRRR i11 ' 1 1 • iiiiiiiiiiii . • • I I 1:.I1- .jjllrll 1 PLA I [[[[[[[[[[[[[[[[ DISP 1&0i /Row* IIIIII blspoy—,. ] SPLA I ( / f- , ZPLAY I DI LAY DISPLAY fir • , • i , 6 DISPLAY 0 c0 cl O NN 0 W Q Z Z w0 l a Z rypV t n J >N 0 i a / o m , c TBM: PK NAIL o ELEV = 419.79' o 5c z W .\ z \ w J o 0 _ No - - W W a, rI 1 - -- — -- — — W 1 / OFFICE - SERCE Ut BF1 OFFICE o U U FFIC ss' E 1 1SERVIC - -- - ° DISC (8 WA ES) -it OFF I O 8'C;USTOMER OFFI 9' TYR F 1` ICE 0 (18' x 10') - -t I `l 4 DISP LAY - QvlFFIC gip PROPOSED AOMOTIVE E 7 TYP Y _ . H1DISPLAYSHOWROOM, OFFICE— AP9' Qom'12 S ACES) DISP - -AND SERVICE :B 18 S CCES " E - R FL R A =3070 SF2FFICE1 ISPLA G OSS 00 -- TYP 417.24' m - A rIZA P7SPLAYDISPLAYioH 10 ' P 4 CU 1 (1 ' X 18'DISP- / i 3 FICE gQLJlADISPLAY (7S ACES) ° _ C MER O 5 DISPLAY 1 \ oH 2 OFFICE1DI 7 1 S 10' x 18' 1 DISPLAY - 9' ss DISPLAY 2 EX WATER i 5 i --7 / VALVE SS 4 AR o -\ HE oHr ^ DOG. (ACES) --- 9 SERVICE - - UCT SERVICE G A ` E - - frI7LINE ESM'r,SERVICE / 0 , D. . 17 -NOTES \ \ , QH E SE SERVICE I 27 P9 388 - - - - - D.E. 1139, P9 578__ .ICE E o I S RVI 1. PROPOSED ENTRANCE SHALL NOT EXCEED 4% GRADE. SEE S -2 FOR PROPOSED GRADES. \-. sMaLC rs\ __y nn CFr SER ICEq - 2. PROPOSED PARKING AREAS SHALL NOT EXCEED 5% GRADE. SEE S -2 FOR PROPOSED GRADES. SLOPES OF EXISTING PARKING AREAS; - _= - vEC Ems£ ERVICE SHALL REMAIN UNCHANGED. SERVI / /420 -- HT _'_SL T&.EES _t _. - - ___ - -__ _ - N 3. PROPOSED DRIVE AISLES AND PARKING AREAS SHALL BE PRIVATELY MAINTAINED V `, o C/ U = _ -- - 4. SEE SHEET R -3 FOR TRAFFIC GENERATION TABLE B PAVEMENT DESIGN TABLE. C - 1 _tJ - - _ = _ 5. SITE SHALL SHARE EXISTING DUMPSTER ON ADJACENT FLOW AUTOMOTIVE SITE `V -__ - - ' - I SMALI_SREES _- 42j CENTEL TELE. ESM'T.F- 6. ALL OPEN SPACE AREAS SHALL BE LANDSCAPED - 7. THE MAXIMUM PROPOSED HEIGHT AT THE FRONT OF THE BUILDING IS 45'. '' T P9 578 8. THE MAXIMUM IMPERVIOUS AREA IS 23,000 SQ. FT. _ _ - - - _— 9. EQUIPMENT SHALL NOT BE VISIBLE FROM THE ENTRANCE CORRIDOR, AND EQUIPMENT ON BOTH THE EAST AND WEST SIDES OF THE \,\ EXISTING BUILDING SHALL BE RELOCATED TO THE BACK OF THE BUILDING. - 10. VEHICLES SHALL NOT BE ELEVATED ANYWHERE ON SITE. T 11. THE PARKING LOT ON PARCEL 15E WILL BE WILL BE UTILIZED FOR DISPLAY PARKING ONLY AND WILL BE NAVIGATED THROUGH BY PAID PROFESSIONALS. ADDITIONALLY, 20' DRIVE AISLES WILL BE MAINTAINED FOR FIRE AND SAFETY REASONS, AND THE PARKING \ \ TALLS ARE PROPOSED vs. THE COUNTY STANDARD 10'x18' STALLS - 1 UCED BY 1 FOOT (I. e. 9 x18 S ) - - L I 12. NO PARKING MAY OCCUR IN TRAVELWAYS. STALL WIDTHS WILL ONLY BE RED 4,5 - o I I I o, O O 1 J TOP & ROAD S /GN L 0 C TI i o o N TOP- 21.01 , IN V= 412.00 jV.OUT= 411.75 2" C WL STOP-I& ROAD SI L OCA TI I Z Z cl O NN O W Q Z Z w0 l a Z w r1 ZwM 0_ t n J >N Z LLI v) LLWli J O J w U 0 O<E V 1 LLO w uj uj Lu O O O g 2 o W 0 z I o 0 0 0 0 Q i O 1 O O SIN IA r,M Off ' o °' 'y ` w M V x xJ A O 4 9 Z u) uj < w 00 wa. J iisom 5 :)m LL 0 Q oFmU +1 Q 10 a a Q t9 Z cl O NN W W Q Z Z w0 l a Z w W ZwM 0_ t n J >N Z LLI v) LLWli J O J w U 0 O<E V 1 LLO DRAWN BY: SRC CHECKED BY: SRC DATE: 9/17/07 PROJECT NO. SHEET S -5 lk l Zb W luxzz B88 ddiII!- 8888 occc W W W W V) 000 2222 cC cC aC cC LALA N z 0 U W U U W U U u U g Z W 0 0 0 N Q Q O O O O jx IA a co x o z n o Q U' e e y E Q UJ QW a 00 < Z U) o ofLL OZ aoQ o it a z N W W Q Z z W0 N zW JOJM Ul o > Z LL w J )0 .. j wig 0 0Q V D00 DRAWN BY: SRC CHECKED BY: SRC DATE: 9/17/07 SCALE: 1 " =20' SHEET UH -1 ip Olor LuH g 91 U0 MiiM U U> Cie w ix 000 222 a: a: a: O o o M O F w\-I ` r,r STR. 5- a. i v L.I'I4/ r I J EX. STR. 15) k W W k TR. 9 W Of t; F 2 I 380 I S24lnCPP A ' II 24 2 I I 4.369 II 191.36 LF il l I CYTCTTA /r` CT/11 D A.1 CctAicn TA.II'f1'f/11 /CA/P_`A /T[` 14+50k I iav / sI •v v / I I (EX. w\-I ` r,r STR. 5- a. i v L.I'I4/ r I J EX. STR. 15) u k W TR. 9 410 Of t;OPOSED 00li I SUITABLE S7RUCTURAL732 CG- PROI.7LE AT NESTERN ENTRANCE n 2222 15M. CL N RCP; 410 I GROUND PABACKFILLCOMPACTED PROCTOR DENS I TY G6 N c)2 Z' 8 I I TYP.) GEOGR/D BX TYP.) SLOPE TO PROVIDE J a O N ADEQUA TE DRA/ANGE OUTFALL. 390 co22 cn 222 I'I DOUBLE EX.S TR. 1 I N TOP TING RA/NTANK UNITS -, V cp op r p F/LL TO II 957 I i I EX STR.393.88 EXI TOP J95.00 PR OSEp) WRAPPED IN S1801 GE07EXPLE (OR EQUAL) COMPACTION IN V.IN 377. 80 24 AT EASTERN ENTRANCE STA 12 7 TYP.)I REVISED LO INV IN 390.83 16.06 "x26.97 "x34.65 " TALL PER UN /T) I' I 5.09X 1 jw20' (H) a IN V.OUT 377.69 EX 24" lil z I'I i'Ivi °z r - EXIS I I S TR EX 3 GROUND 1 94.70 LF 18rn0 CPP SM 13 I III 3Q• 72 LF CO CO i oox WIIIII210. CL. 111 RCP MCASTING STORM 54WER SEDIMENT BASIN'S / III EL INV.BARR (TO BE O N NN) 473 TERIIFILLEDAF ITS I I I I USE) IS 384. DO _u O a0 O 2 EX 2 n 20 ? I:! ; t 2 I 380 I S24ln CPP A ' II 24 2 I I 4.369 II 191.36 LF il l I CYTCTTA /r` CT/11 D A.1 CctAicn TA.II'f1'f/11 /CA/P_`A /T[` 14+50k I iav / sI •v v / I I (EX. w\-I ` r,r STR. 5- a. i v L.I'I4/ r I J EX. STR. 15) u k W TURNLANE CROSS SECTION STA. 11 +00.00 o /w FI cv = 414.8' /- LINE ELEV = 414.67' CONCRETE 6" 21 -8 SIDEWALK 2.5' 127 5" TURNLANE CROSS SECTION STA. 10+75.00 B/C ELEV = 413.30' TURNLANE B/L ELEVPLANTING1.5" SM -9.5D B/L = 413.22'STRIP STD. VDOT 6" BM -25A 1/4 ":1' If_ 3' CG -6 EXIST 5' RTE. 250 3 +00 2 +00 1+00 410 3 LENGTH =83.93' 400 390 370 h vs N O in S N, e± + 2 8 +a 410 may~ m -222 122 12 SUITABLE STRUCTURAL PROPOSED BACKFILL COMPACTED GROUND TO 95X MODIFIED PROCTOR DENSITY SCALE 1 " =50 (H) 1 = (V) UNLESS OTHERWISE NOTED TYP.) EX/ST/N rNLGROUND GEOGR /D BX -1200 OR EQUAL) E DOUBLE RA/NTANK UNITS STR. 5 WRAPPED IN S1801 0 51 • F 00 LFGE 6.06 LE (OR EQUAL) 111.11X 151n. CF 97R ;6.06 x ?6.97"x34.65" 12 MIN 151n. CL. 111 RCP ITALLPERUNIT] O a0NL.L te" lLI Z8 2, LZ R2 p2 N k W TR. 9 410 M /N. LIN W1EXCAVATIONLINEW/ 00li I SUITABLE S7RUCTURAL732 CG- PROI.7LE AT NESTERN ENTRANCE n 2222 15M. CL N RCP; 410 SUITABLE STRUCTURAL PABACKFILLCOMPACTED PROCTOR DENSI TY G6TO95XMODIFIED PROCTOR DENSITY JSTR. C _ PROPOSED RAINTANKS TYP.) GEOGR/D BX TYP.) SLOPE TO PROVIDE J a O N te" lLI Z8 2, LZ R2 416 415 001M 0 414 413 0M 0 412 0 No 0 411 1 +00 1 +20 1 +40 1 '2' (V) A 1+00 2 +00 MIN. RAIN TANK O N IMPERMEABLE LINER m h O EXCA VA 77ON LINE W/VON N N N 2 N WHEN REQUIRED. 424 423 422 421 420 00000 00000 E 1 +00 1 +20 1 +40 B/C ELEV 407.28' STD. VDOT NOIEi PLANTING CG -6 SIDEWALK SUB -BASE STRIP TURNLANE B/L ELEV SHALL EITHER BE 1 /4 ":1' --r 1.B5' B/L = 406.95' 95X COMPACTED SOIL OR 4" OF 1' COMPACTED 21B - 5' - ' EXIST STONE. SIDEWALK CONCRETE RTE. 250 CONCRETE TO BE SIDEWALK 2 7" 21 -B 3000 PSI O 28 DAY 5»OR STRONGER. TURN LANE CROSS SECTIONS/DESIGN TURNLANE CROSS SECTION (Nor To SCALE) STA. 10+00.00 PLANTING B/C ELEV = 409.87' 1.5" SM -9.5D TURNLANE B/L ELEVL409.78'STRIP STD. VDOT 6" BM -25A B/L 1/4": 1' y 3' CG -6 PAVEMENT DESIGN ~ ' 1 4 ": AV 1' SHOULD FOLLOW THE 1 EXIST TURN LANE CROSS - 5'RTE. 250 SECTIONS WHICH CONCRETE 21 -B WAS PROVIDED BY SIDEWALK 2, 5' 12' - VDOT. 5" TURNLANE CROSS SECTION STA. 10+25.00 PLANTING B/C ELEV = 410.85' 1.5" SM -9. SD TURNLANE B/L ELEVgSTRIPSTD. VDOT 6" BM -25A i 410.76' 1/4 ":1' --, S 3' CG -6 2.00% 1 EXIST 5' ----mot ' ' a .' RTE. 250 CONCRETE SIDEWALK 2.5' 12' TURNLANE CROSS SECTION STA. 10+50.00 B/C ELEV = 412.03' TURNLANE PLANTING 1.5" SM -g 5D B/L B/L ELEV 3' I STRIP STD. VDOT 8 BM - 25A I 411.94' 1/4 ":1' y CG - 6 " 2.00% 1 4 ":1' 1' EXIST 5' s RTE. 250 CONCRETE 6" 21 -BSIDEWALK2.5' 12' n IRUI AMP V 0' EXIST RTE. 250 r............-I= __ ! .ter a:- 'Z- O LI 12.59' TURNLANE CROSS SECTION STA. 12+75.00 note: see profile above fbr details of CG-11 entrance TURNLANE B/L ELEB/L = 422.5 EXIST RTE. 25 4 +00 A O 22 222 SUITAB E STR TURAL BACK LL COMPACTED T 957 MODIFIED GROUND g Oe N PR CTOR LENSITY 410 (TYP.) EXIS77NG GROUND ' I LF 2.077 151n. CL. ll RCP 400` CTD 0- CTD 1 n iW 1+00 2 +OC SANITARY SEWER LATERAL TO SERVICE PROPOSED BUILDING EXIS77NG GROUND 410 77E SANITARY SEWER LATERAL INTO EXISTING L. A OXIMA TE SA NITA R Y SEWER ELEV. _; 398.73' 400 MAINTAIN A MINIMUM OF 2.08X SLOPE 1+00 2 +00 RAINTANKS SHALL BE STR. 3 XlST/NG INTSTALLED AT A 0.5OX 55 .00 LF GROUND SLOPE TO PROVIDE 1.69X ADEQUATE DRA/ANGE 15In. CL 111 RCP OUTFALL. 390' STR.; 4 - PROPOSE RAINTANKS 1+00 1+50 W W) Stos, 228 r.w rn222•, 410 tit 400 X/S77NG GROUND 390 STR. 15 10.0 LF 1. fox 151n CL. 111 OCP i STR. 14- STR. 16 380' 0 +75 1+00 l AT A 0.50X SLOPE ST/NC TO GROUND' PROVIDE 390 1 ADEQUATE I 1 DRA/ANGE II 2 F OUTFALL.A .T 11181n. CL.I Ill RCPT INSTALL A j 6' LONG DIAMETER I STUB PIPE TO I I ACT AS A LOW -FLOW ORIFICE AT ELEV. 380 I I 395.97 STR. 2A) u PROPOSED RAINTANKS - 1+00 W o F A + U) 1KI 430 ~? 0+75 1+00 1+50 Z 0 U w W W uj U U U g z 8 8 In fY oC ac oC a Lou J 1) V z cc cc w cc f 0 0 0 0 0 4 V4 C4 O N n o •- o 0 NIA cn rn •f1 r `' w co x 0 z r Q co w J w O J o U. Q a Q Z • Q NN Q Z Z w0 Ir I V' V) Z ZWMW0J C1 N Z LL W L F- J 0 .. J W1_U00Q V OOD001 LL DRAWN BY: SRC CHECKED BY: SRC DATE: 9/17/07 PROJECT NO. SHEET DP -2 f W f U O 1UH 8 w 09 kle N Ycc D co m4 r4 n n Do iu b' STA. 11+25.00 noire: set profile above for details of CG-11 entrance CG -11 PROFILES TR. 9 410 M /N. LIN W1EXCAVATIONLINEW/ 00li I SUITABLE S7RUCTURAL732 CG- PROI.7LE AT NESTERN ENTRANCE IMPERMEABLE LINER 15M. CL N RCP;BACKFILL COMPAC7ED TO 95X MODIFIED MINOR e PROCTOR DENS I TY 1 -20 (H) M • I J STR. C _ PROPOSED RAINTANKS TYP.) GEOGR/D BX1s2 (V)SLOPE TO PROVIDE J 1200 OR EQUAL) N ADEQUA TE DRA/ANGE OUTFALL. 390 416 415 001M 0 414 413 0M 0 412 0 No 0 411 1 +00 1 +20 1 +40 1 '2' (V) A 1+00 2 +00 MIN. RAIN TANK O N IMPERMEABLE LINER m h O EXCA VA 77ON LINE W/VON N N N 2 N WHEN REQUIRED. 424 423 422 421 420 00000 00000 E 1 +00 1 +20 1 +40 B/C ELEV 407.28' STD. VDOT NOIEi PLANTING CG -6 SIDEWALK SUB -BASE STRIP TURNLANE B/L ELEV SHALL EITHER BE 1 /4 ":1' --r 1.B5' B/L = 406.95' 95X COMPACTED SOIL OR 4" OF 1' COMPACTED 21B - 5' - ' EXIST STONE. SIDEWALK CONCRETE RTE. 250 CONCRETE TO BE SIDEWALK 2 7" 21 -B 3000 PSI O 28 DAY 5»OR STRONGER. TURN LANE CROSS SECTIONS/DESIGN TURNLANE CROSS SECTION (Nor To SCALE) STA. 10+00.00 PLANTING B/C ELEV = 409.87' 1.5" SM -9.5D TURNLANE B/L ELEVL409.78'STRIP STD. VDOT 6" BM -25A B/L 1/4": 1' y 3' CG -6 PAVEMENT DESIGN ~ ' 1 4 ": AV 1' SHOULD FOLLOW THE 1 EXIST TURN LANE CROSS - 5'RTE. 250 SECTIONS WHICH CONCRETE 21 -B WAS PROVIDED BY SIDEWALK 2, 5' 12' - VDOT. 5" TURNLANE CROSS SECTION STA. 10+25.00 PLANTING B/C ELEV = 410.85' 1.5" SM -9. SD TURNLANE B/L ELEVgSTRIPSTD. VDOT 6" BM -25A i 410.76' 1/4 ":1' --, S 3' CG -6 2.00% 1 EXIST 5' ----mot ' ' a .' RTE. 250 CONCRETE SIDEWALK 2.5' 12' TURNLANE CROSS SECTION STA. 10+50.00 B/C ELEV = 412.03' TURNLANE PLANTING 1.5" SM -g 5D B/L B/L ELEV 3' I STRIP STD. VDOT 8 BM - 25A I 411.94' 1/4 ":1' y CG - 6 " 2.00% 1 4 ":1' 1' EXIST 5' s RTE. 250 CONCRETE 6" 21 -BSIDEWALK2.5' 12' n IRUI AMP V 0' EXIST RTE. 250 r............-I= __ ! .ter a:- 'Z- O LI 12.59' TURNLANE CROSS SECTION STA. 12+75.00 note: see profile above fbr details of CG-11 entrance TURNLANE B/L ELEB/L = 422.5 EXIST RTE. 25 4 +00 A O 22 222 SUITAB E STR TURAL BACK LL COMPACTED T 957 MODIFIED GROUND g Oe N PR CTOR LENSITY 410 (TYP.) EXIS77NG GROUND ' I LF 2.077 151n. CL. ll RCP 400` CTD 0- CTD 1 n iW 1+00 2 +OC SANITARY SEWER LATERAL TO SERVICE PROPOSED BUILDING EXIS77NG GROUND 410 77E SANITARY SEWER LATERAL INTO EXISTING L. A OXIMA TE SA NITA R Y SEWER ELEV. _; 398.73' 400 MAINTAIN A MINIMUM OF 2.08X SLOPE 1+00 2 +00 RAINTANKS SHALL BE STR. 3 XlST/NG INTSTALLED AT A 0.5OX 55 .00 LF GROUND SLOPE TO PROVIDE 1.69X ADEQUATE DRA/ANGE 15In. CL 111 RCP OUTFALL. 390' STR.; 4 - PROPOSE RAINTANKS 1+00 1+50 W W) Stos, 228 r.w rn222•, 410 tit 400 X/S77NG GROUND 390 STR. 15 10.0 LF 1. fox 151n CL. 111 OCP i STR. 14- STR. 16 380' 0 +75 1+00 l AT A 0.50X SLOPE ST/NC TO GROUND' PROVIDE 390 1 ADEQUATE I 1 DRA/ANGE II 2 F OUTFALL.A .T 11181n. CL.I Ill RCPT INSTALL A j 6' LONG DIAMETER I STUB PIPE TO I I ACT AS A LOW -FLOW ORIFICE AT ELEV. 380 I I 395.97 STR. 2A) u PROPOSED RAINTANKS - 1+00 W o F A + U) 1KI 430 ~? 0+75 1+00 1+50 Z 0 U w W W uj U U U g z 8 8 In fY oC ac oC a Lou J 1) V z cc cc w cc f 0 0 0 0 0 4 V4 C4 O N n o •- o 0 NIA cn rn •f1 r `' w co x 0 z r Q co w J w O J o U. Q a Q Z • Q NN Q Z Z w0 Ir I V' V) Z ZWMW0JC1 N Z LL W L F- J 0 .. J W1_U00Q V OOD001LL DRAWN BY: SRC CHECKED BY: SRC DATE: 9/17/07 PROJECT NO. SHEET DP -2 f W f U O 1UH 8 w 09 kle N Ycc D co m4 r4 n n Do iu b' STA. 11+25.00 noire: set profile above for details of CG-11 entrance CG -11 PROFILES TR. 9 410 M /N. LIN W1EXCAVATIONLINEW/ 00li I SUITABLE S7RUCTURAL732 CG- PROI.7LE AT NESTERN ENTRANCE IMPERMEABLE LINER 15M. CL N RCP;BACKFILL COMPAC7ED TO 95X MODIFIED STA 11 +25 WHEN REQUIRED.PROCTOR DENSI TY 1 -20 (H) M •INSTAL A T A SHALL BE INSTALLD A 0.507 JSTR. C _ PROPOSED RAINTANKS TYP.) GEOGR/D BX1s2 (V)SLOPE TO PROVIDE J 1200 OR EQUAL) N ADEQUA TE DRA/ANGE OUTFALL. 390 DOUBLEAI RA/NTANK UNITS -, V cp op r p m O CC-11 PWRLE WRAPPED IN S1801 GE07EXPLE (OR EQUAL) M 2 I," AT EASTERN ENTRANCE STA 12 7 16.06 "x26.97 "x34.65 " TALL PER UN /T) 1 jw20' (H)400 416 415 001M 0 414 413 0M 0 412 0 No 0 411 1 +00 1 +20 1 +40 1 '2' (V) A 1+00 2 +00 MIN. RAIN TANK O N IMPERMEABLE LINER m h O EXCA VA 77ON LINE W/VON N N N 2 N WHEN REQUIRED. 424 423 422 421 420 00000 00000 E 1 +00 1 +20 1 +40 B/C ELEV 407.28' STD. VDOT NOIEi PLANTING CG -6 SIDEWALK SUB -BASE STRIP TURNLANE B/L ELEV SHALL EITHER BE 1 /4 ":1' --r 1.B5' B/L = 406.95' 95X COMPACTED SOIL OR 4" OF 1' COMPACTED 21B - 5' - ' EXIST STONE. SIDEWALK CONCRETE RTE. 250 CONCRETE TO BE SIDEWALK 2 7" 21 -B 3000 PSI O 28 DAY 5»OR STRONGER. TURN LANE CROSS SECTIONS/DESIGN TURNLANE CROSS SECTION (Nor To SCALE) STA. 10+00.00 PLANTING B/C ELEV = 409.87' 1.5" SM -9.5D TURNLANE B/L ELEVL409.78'STRIP STD. VDOT 6" BM -25A B/L 1/4": 1' y 3' CG -6 PAVEMENT DESIGN ~ ' 1 4 ": AV 1' SHOULD FOLLOW THE 1 EXIST TURN LANE CROSS - 5'RTE. 250 SECTIONS WHICH CONCRETE 21 -B WAS PROVIDED BY SIDEWALK 2, 5' 12' - VDOT. 5" TURNLANE CROSS SECTION STA. 10+25.00 PLANTING B/C ELEV = 410.85' 1.5" SM -9. SD TURNLANE B/L ELEVgSTRIPSTD. VDOT 6" BM -25A i 410.76' 1/4 ":1' --, S 3' CG -6 2.00% 1 EXIST 5' ----mot ' ' a .' RTE. 250 CONCRETE SIDEWALK 2.5' 12' TURNLANE CROSS SECTION STA. 10+50.00 B/C ELEV = 412.03' TURNLANE PLANTING 1.5" SM -g 5D B/L B/L ELEV 3' I STRIP STD. VDOT 8 BM - 25A I 411.94' 1/4 ":1' y CG - 6 " 2.00% 1 4 ":1' 1' EXIST 5' s RTE. 250 CONCRETE 6" 21 -BSIDEWALK2.5' 12' n IRUI AMP V 0' EXIST RTE. 250 r............-I= __ ! .ter a:- 'Z- O LI 12.59' TURNLANE CROSS SECTION STA. 12+75.00 note: see profile above fbr details of CG-11 entrance TURNLANE B/L ELEB/L = 422.5 EXIST RTE. 25 4 +00 A O 22 222 SUITAB E STR TURAL BACK LL COMPACTED T 957 MODIFIED GROUND g Oe N PR CTOR LENSITY 410 (TYP.) EXIS77NG GROUND ' I LF 2.077 151n. CL. ll RCP 400` CTD 0- CTD 1 n iW 1+00 2 +OC SANITARY SEWER LATERAL TO SERVICE PROPOSED BUILDING EXIS77NG GROUND 410 77E SANITARY SEWER LATERAL INTO EXISTING L. A OXIMA TE SA NITA R Y SEWER ELEV. _; 398.73' 400 MAINTAIN A MINIMUM OF 2.08X SLOPE 1+00 2 +00 RAINTANKS SHALL BE STR. 3 XlST/NG INTSTALLED AT A 0.5OX 55 .00 LF GROUND SLOPE TO PROVIDE 1.69X ADEQUATE DRA/ANGE 15In. CL 111 RCP OUTFALL. 390' STR.; 4 - PROPOSE RAINTANKS 1+00 1+50 W W) Stos, 228 r.w rn222•, 410 tit 400 X/S77NG GROUND 390 STR. 15 10.0 LF 1. fox 151n CL. 111 OCP i STR. 14- STR. 16 380' 0 +75 1+00 l AT A 0.50X SLOPE ST/NC TO GROUND' PROVIDE 390 1 ADEQUATE I 1 DRA/ANGE II 2 F OUTFALL.A .T 11181n. CL.I Ill RCPT INSTALL A j 6' LONG DIAMETER I STUB PIPE TO I I ACT AS A LOW -FLOW ORIFICE AT ELEV. 380 I I 395.97 STR. 2A) u PROPOSED RAINTANKS - 1+00 W o F A + U) 1KI 430 ~? 0+75 1+00 1+50 Z 0 U w W W uj U U U g z 8 8 In fY oC ac oC a Lou J 1) V z cc cc w cc f 0 0 0 0 0 4 V4 C4 O N n o •- o 0 NIA cn rn •f1 r `' w co x 0 z r Q co w J w O J o U. Q a Q Z • Q NN Q Z Z w0 Ir I V' V) Z ZWMW0J C1 N Z LL W L F- J 0 .. J W1_U00Q V OOD001 LL DRAWN BY: SRC CHECKED BY: SRC DATE: 9/17/07 PROJECT NO. SHEET DP -2 f W f U O 1UH 8 w 09 kle N Ycc D co m4 r4 n n Do iu b' STA. 11+25.00 noire: set profile above for details of CG-11 entrance 00li IIM I 411 1 +00 1 +20 1 +40 1 '2' (V) A 1+00 2 +00 MIN. RAIN TANK O N IMPERMEABLE LINER m h O EXCA VA 77ON LINE W/VON N N N 2 N WHEN REQUIRED. 424 423 422 421 420 00000 00000 E 1 +00 1 +20 1 +40 B/C ELEV 407.28' STD. VDOT NOIEi PLANTING CG -6 SIDEWALK SUB -BASE STRIP TURNLANE B/L ELEV SHALL EITHER BE 1 /4 ":1' --r 1.B5' B/L = 406.95' 95X COMPACTED SOIL OR 4" OF 1' COMPACTED 21B - 5' - ' EXIST STONE. SIDEWALK CONCRETE RTE. 250 CONCRETE TO BE SIDEWALK 2 7" 21 -B 3000 PSI O 28 DAY 5»OR STRONGER. TURN LANE CROSS SECTIONS/DESIGN TURNLANE CROSS SECTION (Nor To SCALE) STA. 10+00.00 PLANTING B/C ELEV = 409.87' 1.5" SM -9.5D TURNLANE B/L ELEVL409.78'STRIP STD. VDOT 6" BM -25A B/L 1/4": 1' y 3' CG -6 PAVEMENT DESIGN ~ ' 1 4 ": AV 1' SHOULD FOLLOW THE 1 EXIST TURN LANE CROSS - 5'RTE. 250 SECTIONS WHICH CONCRETE 21 -B WAS PROVIDED BY SIDEWALK 2, 5' 12' - VDOT. 5" TURNLANE CROSS SECTION STA. 10+25.00 PLANTING B/C ELEV = 410.85' 1.5" SM -9. SD TURNLANE B/L ELEVgSTRIPSTD. VDOT 6" BM -25A i 410.76' 1/4 ":1' --, S 3' CG -6 2.00% 1 EXIST 5' ----mot ' ' a .' RTE. 250 CONCRETE SIDEWALK 2.5' 12' TURNLANE CROSS SECTION STA. 10+50.00 B/C ELEV = 412.03' TURNLANE PLANTING 1.5" SM -g 5D B/L B/L ELEV 3' I STRIP STD. VDOT 8 BM - 25A I 411.94' 1/4 ":1' y CG - 6 " 2.00% 1 4 ":1' 1' EXIST 5' s RTE. 250 CONCRETE 6" 21 -BSIDEWALK2.5' 12' n IRUI AMP V 0' EXIST RTE. 250 r............-I= __ ! .ter a:- 'Z- O LI 12.59' TURNLANE CROSS SECTION STA. 12+75.00 note: see profile above fbr details of CG-11 entrance TURNLANE B/L ELEB/L = 422.5 EXIST RTE. 25 4 +00 A O 22 222 SUITAB E STR TURAL BACK LL COMPACTED T 957 MODIFIED GROUND g Oe N PR CTOR LENSITY 410 (TYP.) EXIS77NG GROUND ' I LF 2.077 151n. CL. ll RCP 400` CTD 0- CTD 1 n iW 1+00 2 +OC SANITARY SEWER LATERAL TO SERVICE PROPOSED BUILDING EXIS77NG GROUND 410 77E SANITARY SEWER LATERAL INTO EXISTING L. A OXIMA TE SA NITA R Y SEWER ELEV. _; 398.73' 400 MAINTAIN A MINIMUM OF 2.08X SLOPE 1+00 2 +00 RAINTANKS SHALL BE STR. 3 XlST/NG INTSTALLED AT A 0.5OX 55 .00 LF GROUND SLOPE TO PROVIDE 1.69X ADEQUATE DRA/ANGE 15In. CL 111 RCP OUTFALL. 390' STR.; 4 - PROPOSE RAINTANKS 1+00 1+50 W W) Stos, 228 r.w rn222•, 410 tit 400 X/S77NG GROUND 390 STR. 15 10.0 LF 1. fox 151n CL. 111 OCP i STR. 14- STR. 16 380' 0 +75 1+00 l AT A 0.50X SLOPE ST/NC TO GROUND' PROVIDE 390 1 ADEQUATE I 1 DRA/ANGE II 2 F OUTFALL.A .T 11181n. CL.I Ill RCPT INSTALL A j 6' LONG DIAMETER I STUB PIPE TO I I ACT AS A LOW -FLOW ORIFICE AT ELEV. 380 I I 395.97 STR. 2A) u PROPOSED RAINTANKS - 1+00 W o F A + U) 1KI 430 ~? 0+75 1+00 1+50 Z 0 U w W W uj U U U g z 8 8 In fY oC ac oC a Lou J 1) V z cc cc w cc f 0 0 0 0 0 4 V4 C4 O N n o •- o 0 NIA cn rn •f1 r `' w co x 0 z r Q co w J w O J o U. Q a Q Z • Q NN Q Z Z w0 Ir I V' V) Z ZWMW0JC1 N Z LL W L F- J 0 .. J W1_U00Q V OOD001LL DRAWN BY: SRC CHECKED BY: SRC DATE: 9/17/07 PROJECT NO. SHEET DP -2 f W f U O 1UH 8 w 09 kle N Ycc D co m4 r4 n n Do iu b' STA. 11+25.00 noire: set profile above for details of CG-11 entrance 1 +00 1 +20 1 +40 B/C ELEV 407.28' STD. VDOT NOIEi PLANTING CG -6 SIDEWALK SUB -BASE STRIP TURNLANE B/L ELEV SHALL EITHER BE 1 /4 ":1' --r 1.B5' B/L = 406.95' 95X COMPACTED SOIL OR 4" OF 1' COMPACTED 21B - 5' - ' EXIST STONE. SIDEWALK CONCRETE RTE. 250 CONCRETE TO BE SIDEWALK 2 7" 21 -B 3000 PSI O 28 DAY 5»OR STRONGER. TURN LANE CROSS SECTIONS/DESIGN TURNLANE CROSS SECTION (Nor To SCALE) STA. 10+00.00 PLANTING B/C ELEV = 409.87' 1.5" SM -9.5D TURNLANE B/L ELEVL409.78'STRIP STD. VDOT 6" BM -25A B/L 1/4": 1' y 3' CG -6 PAVEMENT DESIGN ~ ' 1 4 ": AV 1' SHOULD FOLLOW THE 1 EXIST TURN LANE CROSS - 5'RTE. 250 SECTIONS WHICH CONCRETE 21 -B WAS PROVIDED BY SIDEWALK 2, 5' 12' - VDOT. 5" TURNLANE CROSS SECTION STA. 10+25.00 PLANTING B/C ELEV = 410.85' 1.5" SM -9. SD TURNLANE B/L ELEVgSTRIPSTD. VDOT 6" BM -25A i 410.76' 1/4 ":1' --, S 3' CG -6 2.00% 1 EXIST 5' ----mot ' ' a .' RTE. 250 CONCRETE SIDEWALK 2.5' 12' TURNLANE CROSS SECTION STA. 10+50.00 B/C ELEV = 412.03' TURNLANE PLANTING 1.5" SM -g 5D B/L B/L ELEV 3' I STRIP STD. VDOT 8 BM - 25A I 411.94' 1/4 ":1' y CG - 6 " 2.00% 1 4 ":1' 1' EXIST 5' s RTE. 250 CONCRETE 6" 21 -BSIDEWALK2.5' 12' n IRUI AMP V 0' EXIST RTE. 250 r............-I= __ ! .ter a:- 'Z- O LI 12.59' TURNLANE CROSS SECTION STA. 12+75.00 note: see profile above fbr details of CG-11 entrance TURNLANE B/L ELEB/L = 422.5 EXIST RTE. 25 4 +00 A O 22 222 SUITAB E STR TURAL BACK LL COMPACTED T 957 MODIFIED GROUND g Oe N PR CTOR LENSITY 410 (TYP.) EXIS77NG GROUND ' I LF 2.077 151n. CL. ll RCP 400` CTD 0- CTD 1 n iW 1+00 2 +OC SANITARY SEWER LATERAL TO SERVICE PROPOSED BUILDING EXIS77NG GROUND 410 77E SANITARY SEWER LATERAL INTO EXISTING L. A OXIMA TE SA NITA R Y SEWER ELEV. _; 398.73' 400 MAINTAIN A MINIMUM OF 2.08X SLOPE 1+00 2 +00 RAINTANKS SHALL BE STR. 3 XlST/NG INTSTALLED AT A 0.5OX 55 .00 LF GROUND SLOPE TO PROVIDE 1.69X ADEQUATE DRA/ANGE 15In. CL 111 RCP OUTFALL. 390' STR.; 4 - PROPOSE RAINTANKS 1+00 1+50 W W) Stos, 228 r.w rn222•, 410 tit 400 X/S77NG GROUND 390 STR. 15 10.0 LF 1. fox 151n CL. 111 OCP i STR. 14- STR. 16 380' 0 +75 1+00 l AT A 0.50X SLOPE ST/NC TO GROUND' PROVIDE 390 1 ADEQUATE I 1 DRA/ANGE II 2 F OUTFALL.A .T 11181n. CL.I Ill RCPT INSTALL A j 6' LONG DIAMETER I STUB PIPE TO I I ACT AS A LOW -FLOW ORIFICE AT ELEV. 380 I I 395.97 STR. 2A) u PROPOSED RAINTANKS - 1+00 W o F A + U) 1KI 430 ~? 0+75 1+00 1+50 Z 0 U w W W uj U U U g z 8 8 In fY oC ac oC a Lou J 1) V z cc cc w cc f 0 0 0 0 0 4 V4 C4 O N n o •- o 0 NIA cn rn •f1 r `' w co x 0 z r Q co w J w O J o U. Q a Q Z • Q NN Q Z Z w0 Ir I V' V) Z ZWMW0J C1 N Z LL W L F- J 0 .. J W1_U00Q V OOD001 LL DRAWN BY: SRC CHECKED BY: SRC DATE: 9/17/07 PROJECT NO. SHEET DP -2 f W f U O 1UH 8 w 09 kle N Ycc D co m4 r4 n n Do iu b' STA. 11+25.00 noire: set profile above for details of CG-11 entrance n IRUI AMP V 0' EXIST RTE. 250 r............-I= __ ! .ter a:- 'Z- O LI 12.59' TURNLANE CROSS SECTION STA. 12+75.00 note: see profile above fbr details of CG-11 entrance TURNLANE B/L ELEB/L = 422.5 EXIST RTE. 25 4 +00 A O 22 222 SUITAB E STR TURAL BACK LL COMPACTED T 957 MODIFIED GROUND g Oe N PR CTOR LENSITY 410 (TYP.) EXIS77NG GROUND ' I LF 2.077 151n. CL. ll RCP 400` CTD 0- CTD 1 n iW 1+00 2 +OC SANITARY SEWER LATERAL TO SERVICE PROPOSED BUILDING EXIS77NG GROUND 410 77E SANITARY SEWER LATERAL INTO EXISTING L. A OXIMA TE SA NITA R Y SEWER ELEV. _; 398.73' 400 MAINTAIN A MINIMUM OF 2.08X SLOPE 1+00 2 +00 RAINTANKS SHALL BE STR. 3 XlST/NG INTSTALLED AT A 0.5OX 55 .00 LF GROUND SLOPE TO PROVIDE 1.69X ADEQUATE DRA/ANGE 15In. CL 111 RCP OUTFALL. 390' STR.; 4 - PROPOSE RAINTANKS 1+00 1+50 W W) Stos, 228 r.w rn222•, 410 tit 400 X/S77NG GROUND 390 STR. 15 10.0 LF 1. fox 151n CL. 111 OCP i STR. 14- STR. 16 380' 0 +75 1+00 l AT A 0.50X SLOPE ST/NC TO GROUND' PROVIDE 390 1 ADEQUATE I 1 DRA/ANGE II 2 F OUTFALL.A .T 11181n. CL.I Ill RCPT INSTALL A j 6' LONG DIAMETER I STUB PIPE TO I I ACT AS A LOW -FLOW ORIFICE AT ELEV. 380 I I 395.97 STR. 2A) u PROPOSED RAINTANKS - 1+00 W o F A + U) 1KI 430 ~? 0+75 1+00 1+50 Z 0 U w W W uj U U U g z 8 8 In fY oC ac oC a Lou J 1) V z cc cc w cc f 0 0 0 0 0 4 V4 C4 O N n o •- o 0 NIA cn rn •f1 r `' w co x 0 z r Q co w J w O J o U. Q a Q Z • Q NN Q Z Z w0 Ir I V' V) Z ZWMW0JC1 N Z LL W L F- J 0 .. J W1_U00Q V OOD001LL DRAWN BY: SRC CHECKED BY: SRC DATE: 9/17/07 PROJECT NO. SHEET DP -2 f W f U O 1UH 8 w 09 kle N Ycc D co m4 r4 n n Do iu b' STA. 11+25.00 noire: set profile above for details of CG-11 entrance 0+75 1+00 1+50 Z 0 U w W W uj U U U g z 8 8 In fY oC ac oC a Lou J 1) V z cc cc w cc f 0 0 0 0 0 4 V4 C4 O N n o •- o 0 NIA cn rn •f1 r `' w co x 0 z r Q co w J w O J o U. Q a Q Z • Q NN Q Z Z w0 Ir I V' V) Z ZWMW0J C1 N Z LL W L F- J 0 .. J W1_U00Q V OOD001 LL DRAWN BY: SRC CHECKED BY: SRC DATE: 9/17/07 PROJECT NO. SHEET DP -2 f W f U O 1UH 8 w 09 kle N Ycc D co m4 r4 n n Do iu b' STA. 11+25.00 noire: set profile above for details of CG-11 entrance NIA cn rn •f1 r `' w co x 0 z r Q co w J w O J o U. Q a Q Z • Q NN Q Z Z w0 Ir I V' V) Z ZWMW0JC1 N Z LL W L F- J 0 .. J W1_U00Q V OOD001LL DRAWN BY: SRC CHECKED BY: SRC DATE: 9/17/07 PROJECT NO. SHEET DP -2 f W f U O 1UH 8 w 09 kle N Ycc D co m4 r4 n n Do iu b' STA. 11+25.00 noire: set profile above for details of CG-11 entrance Ld WW Z W Vlz JJ0U w0 rC4a 0 U s:O4-r L 4S4' 30 3 0 r 3 L NLOU L0 a 0 V3L 1AC0V 0 d c 0L 34 a 3 LY V 0N 6s LO VN3 4s 0sr S a r L0 0 t Is 0c 6 z it W W W Nz J O U 0 N3 Ux s dL NV 4E3U0a a 6 0 V)V1 a d i i 1 i r itJ DRAINAGE DESCRIPTIONS STR. NO. PIPE INFORMATION Stand Pipe I of Openings = INLET INFORMATION COMMENTSDIA. in.) LENGTH• t.) SLOPE INVERT IN INVERT OUT MATERIAL INLET TYPE Curb Type INLET STATION SLOT LENGTH RIM` ELEVATION 18 Mannings n 0000 Kev, Charged Riser =000 Weir Submergence No MH 01 ro Orifice _ 424.38 DOT STD. IS-1 17A 15 5.50 1.82%418.20 418.10 RCP Structure Type =Culvert- Circular No. Barrels =1 Barrel Diameter =1.5000 ft 17 395.84 ft Dnstream Invert =390.83 ft Horiz. Length =29.00 ft Barrel Length = 0.0 CG 17276 ft /ft 10 424.40 DOT STD. IS-1 EX PIPE 18 77.50 7.87%418.10 412.00 PVC 001 +/- ft INLET CONTROL DATA... 9.67 Equation form =1 Inlet Control K = 4 Inlet Control M =2.0000 Inlet Control c =02920 Inlet Control Y =7400 MW CG$ T2 ratio (HWID) = 10 402.46 DOT STD. IS-1 3 15 55.00 1.69%398.40 397.47 RCP3 16.68 RAINTANKS OUT POND 2 DET 2500 4.55 397.59 054 RAINTANKS OUT POND DET 156 2500 5.92 iYrii. •• 100 254 iii 9.67 Gr::r MH 404.00 DOT STD. IS 1 18 29.00 15.52%396.00 391.50 RCP3 6 DI CG-6 10 406.00 DOT STD. &I 5 15 51.00 0.96%402.00 401.50 RCP3 12 DI-313 CG-6 8 406.73 DOT STD. 1&1 11 15 52.00 1.15%401.40 400.80 RCP3 10 MH 406.40 DOT STD. &I 9 15 47.00 6.38%400.70 397.70 RCP3 06 DI-28 CG-6 8 420.50 EXPIPE 18 495.48 1.67%411.75 403.50 PVC EYA Dil-3B CG-6 8 408.77 00 18 94.70 4.51%395.70 391.43 PVC 14 DI-7 W,M 404.50 DOT STD. M-1 i W-K71--m wrFA EME omm-, 389.48 RCP EV DI-7 404.00 EXPIPE 24 90.85 5.28%382.80 377.80 PVC EX1 DM CG-8 10 363.88 1 24 191.36 4.36%377.69 389.35 PVC 16 MEN M CG-6 100 0 401.50 DOT STD. IS-1 15 15 10.00 1.00%396.44 396.34 RCP3 8 T5 _ j MW CG-6 6 412.78 VDOT STD. 18-1 7 96.55 2.07% 1406.00 404.00 RCP3 EF71, 11 DRAINAGE DESCRIPTIONS STR. NO. PIPE INFORMATION Stand Pipe I of Openings = INLET INFORMATION COMMENTSDIA. in.) LENGTH• t.) SLOPE INVERT IN INVERT OUT MATERIAL INLET TYPE Curb Type INLET STATION SLOT LENGTH RIM` ELEVATION 18 Mannings n 0000 Kev, Charged Riser =000 Weir Submergence No MH 01 Structure Type Orifice _ 424.38 DOT STD. IS-1 17A 15 5.50 1.82%418.20 418.10 RCP Structure Type =Culvert- Circular No. Barrels =1 Barrel Diameter =1.5000 ft 17 395.84 ft Dnstream Invert =390.83 ft Horiz. Length =29.00 ft Barrel Length = 0.0 CG 17276 ft /ft 10 424.40 DOT STD. IS-1 EX PIPE 18 77.50 7.87%418.10 412.00 PVC 001 +/- ft INLET CONTROL DATA... 9.67 Equation form =1 Inlet Control K = 4 Inlet Control M =2.0000 Inlet Control c =02920 Inlet Control Y =7400 MW CG$ T2 ratio (HWID) = 10 402.46 DOT STD. IS-1 3 15 55.00 1.69%398.40 397.47 RCP3 16.68 RAINTANKS OUT POND 2 DET 2500 4.55 397.59 054 RAINTANKS OUT POND DET 156 2500 5.92 405.00 DOT STD. IS 2 OUT POND 100 254 2500 9.67 398.58 MH 404.00 DOT STD. IS 1 18 29.00 15.52%396.00 391.50 RCP3 6 DI CG-6 10 406.00 DOT STD. &I 5 15 51.00 0.96%402.00 401.50 RCP3 12 DI-313 CG-6 8 406.73 DOT STD. 1&1 11 15 52.00 1.15%401.40 400.80 RCP3 10 MH 406.40 DOT STD. &I 9 15 47.00 6.38%400.70 397.70 RCP3 06 DI-28 CG-6 8 420.50 EXPIPE 18 495.48 1.67%411.75 403.50 PVC EYA Dil-3B CG-6 8 408.77 00 18 94.70 4.51%395.70 391.43 PVC 14 DI-7 404.50 DOT STD. M-1 13 1 24 30.72 6.02%391.33 389.48 RCP EV DI-7 404.00 EXPIPE 24 90.85 5.28%382.80 377.80 PVC EX1 DM CG-8 10 363.88 1 24 191.36 4.36%377.69 389.35 PVC 16 M CG-6 0 401.50 DOT STD. IS-1 15 15 10.00 1.00%396.44 396.34 RCP3 8 T5 _ j MW CG-6 6 412.78 VDOT STD. 18-1 7 96.55 2.07% 1406.00 404.00 RCP3 EF71, 11 11 orl - irm SWIT wr"In DRAINAGE DESCRIPTIONS STR. NO. PIPE INFORMATION Stand Pipe I of Openings = INLET INFORMATION COMMENTSDIA. in.) LENGTH• t.) SLOPE INVERT IN INVERT OUT MATERIAL INLET TYPE Curb Type INLET STATION SLOT LENGTH RIM` ELEVATION 18 Mannings n 0000 Kev, Charged Riser =000 Weir Submergence No MH 01 Structure Type Orifice _ 424.38 DOT STD. IS-1 17A 15 5.50 1.82%418.20 418.10 RCP Structure Type =Culvert- Circular No. Barrels =1 Barrel Diameter =1.5000 ft 17 395.84 ft Dnstream Invert =390.83 ft Horiz. Length =29.00 ft Barrel Length = 0.0 CG 17276 ft /ft 10 424.40 DOT STD. IS-1 EX PIPE 18 77.50 7.87%418.10 412.00 PVC 001 +/- ft INLET CONTROL DATA... 9.67 Equation form =1 Inlet Control K = 4 Inlet Control M =2.0000 Inlet Control c =02920 Inlet Control Y =7400 MW CG$ T2 ratio (HWID) = 10 402.46 DOT STD. IS-1 3 15 55.00 1.69%398.40 397.47 RCP3 16.68 RAINTANKS OUT POND 2 DET 2500 4.55 397.59 054 RAINTANKS OUT POND DET 156 2500 5.92 405.00 DOT STD. IS 2 OUT POND 100 254 2500 9.67 398.58 MH 404.00 DOT STD. IS 1 18 29.00 15.52%396.00 391.50 RCP3 6 DI CG-6 10 406.00 DOT STD. &I 5 15 51.00 0.96%402.00 401.50 RCP3 12 DI-313 CG-6 8 406.73 DOT STD. 1&1 11 15 52.00 1.15%401.40 400.80 RCP3 10 MH 406.40 DOT STD. &I 9 15 47.00 6.38%400.70 397.70 RCP3 06 DI-28 CG-6 8 420.50 EXPIPE 18 495.48 1.67%411.75 403.50 PVC EYA Dil-3B CG-6 8 408.77 00 18 94.70 4.51%395.70 391.43 PVC 14 DI-7 404.50 DOT STD. M-1 13 1 24 30.72 6.02%391.33 389.48 RCP EV DI-7 404.00 EXPIPE 24 90.85 5.28%382.80 377.80 PVC EX1 DM CG-8 10 363.88 1 24 191.36 4.36%377.69 389.35 PVC 16 M CG-6 0 401.50 DOT STD. IS-1 15 15 10.00 1.00%396.44 396.34 RCP3 8 T5 _ j MW CG-6 6 412.78 VDOT STD. 18-1 7 96.55 2.07% 1406.00 404.00 RCP3 OUTLET CONNEC71V1 TY Forward Flow Only ( UpStream to DnStream) Reverse now Only (OnStream to UpStream) Forward and Reverse Both Allowed Structure No. Orifice- Circular 02 Stand Pipe RS Orifice- Circular 01 Culvert- Circular CV TW SETUP, DS Channel Outfall CV CV CV TW E1, ft E2, ft 397.337 398.858 398.857 398.858 395.970 398.858 395.840 398.858 Structure ID = 02 Structure Type - - = Orifice _Circular of Openings = 1 Invert Elev. = 39734 ft Diameter = 1.2500 ft Orifice Coeff. _ .600 Structure ID =RS Structure Type - -_Stand Pipe I of Openings =1 In Vert Elev. =398.86 ft Diameter 4.0000 ft Orifice Area =12.5664 sq. ft Orifice Coeff. _600 Weir Length =12.57 ft Weir Coeff. =3.333 K, Reverse =1.000 Mannings n 0000 Kev, Charged Riser =000 Weir Submergence No Structure ID =01 Structure Type Orifice _ I of Openings =1 Invert Elev. =395.97 ft Diameter 1.2500 ft Orifice Coeff. _600 Structure ID =CV Structure Type =Culvert- Circular No. Barrels =1 Barrel Diameter =1.5000 ft Upstream Invert =395.84 ft Dnstream Invert =390.83 ft Horiz. Length =29.00 ft Barrel Length =29.43 ft Barrel Slope =17276 ft /ft OUTLET CONTROL DATA... Mannings n =0130 Ke 2000 (forward entrance lost Kb 018213 (per ft of full flow) Kr =2000 (reverse entrance loss HW Convergence =001 +/- ft INLET CONTROL DATA... 9.67 Equation form =1 Inlet Control K =0018 Inlet Control M =2.0000 Inlet Control c =02920 Inlet Control Y =7400 T1 ratio (HWID) =976 T2 ratio (HWID) =1.121 Slope Factor =500 Use unsubmerged Inlet control Form 1 equ. below T1 elev. Use submerged inlet control Form 1 equ. above T2 elev. In transition zone between unsubmerged and submerged inlet control, interpolate between flows at T1 & T2... At T1 Elev - 397.30 ft - - -> Flow - 7.58 cfs At T2 Elev = 39752 ft - - -> Flow = 8.66 cfs LEVEL POOL ROU7ING SUMMARY (2 Year) No Infiltration 1NI77AL CONDITONS Starting WS Elev =395.97 ft Storting Volume =000 ac -ft Starting Outflow =00 cfs Starting InAltr. =00 cfs Starting Total Qout=00 cfs Time Increment =0500 hrs INFLOW /OUTFLOW HYDROGRAPH SUMMARY Max WSEL Peak Inflow =7.77 cfs at .1500 hrs Peak Outflow =4.55 cfs at .2500 hrs Peak Elevation =397.59 ft Peak Storage 054 ac- ft DRAINAGE MASS BALANCE (ac-ft) Initial Vol = .000 HYG Vol IN = .118 Infiltration = .000 HYG Vol OUT = .118 Retained Vol .000 Unrouted Vol = -.000 ac -ft (005X of Inflow Volume) MASTER NETWI7RK SUMMARY Modified Rational Method Network Node- Outfoll, +Node =Diversion;) Trun= HYG Truncation: Blank =None; L =Left; R =Rt, LR =Left&Rt) 77ME OF CONCEN IRA 77ON CALCULATOR Segment 11: Tc: User Defined Segment ,/I Time. .1667 hrs Total Tc. .1667 hrs Elevation Planimeter Area Al +A2 +sgr(A1 *A2) Volume Volume Sum ft) (sq. in)acres)acres) (ac- ft)ac- ft) Max 395.97 - - - -- Return HYG Vol Qpeak Qpeak Max WSEL Pond Storage Node ID Type Event oc- ft Trun hrs cfs ft ac-ft DRAINAGE AREA 2 119 1665 8.62 DRAINAGE AREA 10 157 1665 11.36 035 111 DRAINAGE AREA 100 256 1665 18.51 x u z 0 W. f 0 0 OUTFALL XT 2 118 2500 4.55 a W a W OUTFALL XT 10 156 2500 5.92 Q 0 0U7FALL XT 100 254 2500 9.67 N RAINTANKS IN POND 2 118 1500 7.77 O RAINTANKS IN POND 10 156 1500 10.23 RAINTANKS IN POND 100 254 1500 16.68 RAINTANKS OUT POND 2 118 2500 4.55 397.59 054 RAINTANKS OUT POND 10 156 2500 5.92 397.91 073 RAINTANKS OUT POND 100 254 2500 9.67 398.58 120 77ME OF CONCEN IRA 77ON CALCULATOR Segment 11: Tc: User Defined Segment ,/I Time. .1667 hrs Total Tc. .1667 hrs Elevation Planimeter Area Al +A2 +sgr(A1 *A2) Volume Volume Sum ft) (sq. in)acres)acres) (ac- ft)ac- ft) 00 cfs 395.97 - - - --0128 0000 000 000 396.47 - - - --0256 0564 009 009 396.97 - - - --0363 0952 016 025 397.47 - - - --0511 1337 022 048 397.97 - - - --0639 1722 029 076 398.47 - - - --0767 2106 035 111 398.86 - - - --086J 2443 032 143 POND VOLUME E 77ONS Incremental volume computed by the Conic Method for Reservoir Volumes. Volume = (11-3) * (EL2 -EL1) * (Areal + Area2 + sq.rt. (Areal *Areo2)) where: EL1, EL2 = Lower and upper elevations of the increment Areal,Area2 = Areas computed for EL1, EL2, respectively Volume = Incremental volume between EL1 and EL2 RA 77ONAL C COEFFICIENT DATA ....... ............................... . Soil /Surface Description C acres acres Post- Development Drainage .8000 2.610 2.088 WEIGHTED C do TOTAL AREA - - -> .8000 2.610 2.088 LEVEL POOL ROU 77NG SUMMARY (10 Year) No Infiltration W 77AL CONDITIONS Starting WS Elev =395.97 ft Starting Volume =000 ac -ft Starting Outflow =00 cfs Storting Infiltr. _00 cfs Starting Total Qout=00 cfs Time Increment =0500 hrs INFLOW /OUTFLOW HYDROGRAPH SUMMARY Total Qout= Peak Inflow =10.23 cfs at .1500 hrs Peak Outflow =5.92 cfs at .2500 hrs Peak Elevation =397.91 ft Peak Storage =073 ac- ft MASS BALANC Initial Vol = HYG Vol IN Infiltration = HYG Vol OUT Retained Vol Unrouted Vol E (ac-ft) 000 156 000 156 000 000 ac -ft (004.1 of Inflow Volume) LEVEL POOL ROUTING SUMMARY (100 Year) No Infiltration 1N177AL CO VD177ONS Starting WS Elev =395.97 ft Starting Volume =000 ac- ft Starting Outflow =00 cfs Starting Inntr. _00 cfs Starting Total Qout=00 cfs Time Increment =0500 hrs INFLOW /OUTFLOW HYDROGRAPH SUMMARY ----- - - - - -- Peak Inflow = 16.68 cfs at .1500 hrs Peak Outflow = 9.67 cfs at .2500 hrs Peak Elevation = 398.58 ft Peak Storage = .120 ac-ft MASS BALANC Initial Vol = HYG Vol IN Infiltration = HYG Vol OUT Retained Vol Unrouted Vol = E' (ac_ ft) ----- - - - - -- 000 254 000 254 000 000 ac -ft (002X of Inflow Volume) Z t `U x co o xJ Q W 00 44P O U Z ZW Z cD x u z 0 W. f 0 0 x 0 0 OO 3 z w 13 J a W a W a W a W z oC CC CC oC Q 0 0 0 0 O 0 NrlN 1 O O O GINIA z t `U x co o xJ Q W 00 44P U) Z O W 3o a o o UL W Q Z Q k. 0 t9 Z O O N W W Q Z Z W0 L9 W > v) N w W Zi 0JM Ln W Z Wed J O .. J wffU 0 OQ V COD1LL W DRAWN BY: SRC CHECKED BY: SRC DATE: 9/17/07 PROJECT NO. SHEET DP -3 ry W f f 0 O cc a W 0 i e z X wW z 0 z W W z J O U 0 d O U C 3 slioft due to an improvement with sod) 0.37 +0.34+0.50+0.25) y c C o DEVELOPMENT PRE-DEVELOPMEW DRAItIAOE AREA DE8CRP71pN AREA (M) 1.11 PrDrIIMoPntort 81r. EkZ a2 PnDnMaptttM DOvad W Flow 0.03 2 61 UMratMd OYNM W Flow - Pod-DVA10PMW l Mra NW St. 16 - WATER QUALITY SUMMARY 2 YEAR) STORMWATER PW-OEVELOPMENr PM- EVELOPMEW "C PM- DEVELOPMENT PW-DEVIELOPMENT - AREA (se) VALUE USi10UlED FLOW (tat) 110UlIED FLOW (a1y OMMNOE AREA 0E8(7i0r1I0f1 DEVELOPMENT VALUE s+t. E1Q 0.2 0.67 OWdWW Flow 0.03 0.46 DA. 2.61 0.070.10 0.40 0.21 013 a40 M21 - DETENTION CONCENTRATION prdn.) a a 11 a PLAN (10 YEAR) FLOW (aft) AREA Inc) 0.90 - p,09 9.09 0. to VALUE o. PRE - DEVELOPMENT DRAINAGE AREAS POST-DEVELOPMENT DRAINAGE AREAS 100 YEAR) AREA (aa) 0.10 VALUE UNROL FLOW aft) ROUTED FLOW (eft)TED 0.40 0.36 N C Q 0 AC.) OFFSITE TOTAL PERCENT AC.) PRE - DEVELOPMENT ON-SITE DRAINAGE OFFSITE TOTAL PERCENT POLLUTANT REMOVAL PHOSPHOROUS REMOVAL REQUIRED REMOVAL RATE (%) TYPE OFDTREATMENT REMOVAL RATE REMOVED REMOVAL RATE SATISFIED DRAINAGE AREA ON-SITE AREA AREA AREA IMPERVIOUS (%)Situtahm PHOSPHOROUS LOADING (LB/YR) AREA AREA AREA IMPERVIOUS (%)LOADING (LB/YR) Lpost44x* x 1 RRx10QIL4o8t 0.40 0.46 Pm- Development D.A. 6 UMoadod St. 16 -2.61 4.85 D _ 6 a 0.30 2.61 0.90 0.00 1.70 air. 16 - a - Padpnd DA. 6 - 2.61+0.03+0.20+1.11 2.84 1.11 3.95 74%93 0.51 YES 3 6 0.00 0.00 Na 0.12 LSS/YR > 0.000.3+0.9+0.2 +0.33+0.81 +0.37 +0.26+0.50+0.13+ POST-DEVELOPMENT FLOW (er) 9.72 PRE-DEVELOPMENT FLOW (alt)- 16.16 U 0.06+0.1)03 - 2.84 1.11 3.95 9896 0.51 O CL LBS/YR) z Fitts, kTlets 65% 0.12 C7 p This %eke decreoed z 0 1.46ac. drains to Fltarra km is slioft due to an improvement with sod) 0.37 +0.34+0.50+0.25) y c C o DEVELOPMENT PRE-DEVELOPMEW DRAItIAOE AREA DE8CRP71pN AREA (M) 1.11 PrDrIIMoPntort 81r. EkZ a2 PnDnMaptttM DOvad W Flow 0.03 2 61 UMratMd OYNM W Flow - Pod-DVA10PMW lMra NW St. 16 - STORMWATER DETENTION PLAN C' TIME OF PRE-DEVELOPMENr VALUE OONCaEN/g1TION pMn) FLOW (ep 0.9 4. 0.67 a 0 0.45 a 0.07 0.67 11 699 a - o 2 YEAR) STORMWATER PW-OEVELOPMENr PM- EVELOPMEW "C PM- DEVELOPMENT PW-DEVIELOPMENT - AREA (se) VALUE USi10UlED FLOW (tat) 110UlIED FLOW (a1y OMMNOE AREA 0E8(7i0r1I0f1 DEVELOPMENT VALUE s+t. E1Q 0.2 0.67 OWdWW Flow 0.03 0.46 DA. 2.61 0.070.10 0.40 0.21 013 a40 M21 - DETENTION CONCENTRATION prdn.) a a 11 a PLAN (10 YEAR) FLOW (aft) AREA Inc) 0.90 - p,09 9.09 0. to VALUE o. U NROUTED FLOW (c) ROUTED FLOW (cat) DRAa AREA DESCRFTION DEVELOPMENT 1.11 PW0ft* pnmd St. EXZ 0.2 EMgmIOp111It Ovo14rW Flow 261 a27 urotMd Flow STORMWATER DETENTION PLAN SVA OONCENTRATM (ndn.) FLOW ) 0.9 7 9.p 0.67 a 1.47 0.67 1 1 6 - 100 YEAR) AREA (aa) 0.10 VALUE UNROL FLOW aft) ROUTED FLOW (eft)TED 0.40 0.36 N C Q 0 PoM-08WloP MW UmaAed St. E)% Pod-0ad4nwtl U 0WUW St. 16 7 6 0.61 0.90 3.43 U WAnd St. 16 - Di i tM11oMd St. E%f0.30 0.90 1.32 10 7 0.13 0.61 0.40 0.90 0.26 Lhu" 81t. 16 4.46 - Pod4WAWp VWd U rroubd ft. E)(4 - 10 7 0.13 0.61 0.40 0.46 D.A.6 UMoadod St. 16 -2.61 4.85 D _ 6 a 0.30 2.61 0.90 0.00 1.70 air. 16 - a - Padpnd DA. 6 -0.30 0,90 7.20 0.90 260 U)C 3 6 2.31 0.00 - 9.67 PRE-DEVELOPMENT FLOW (er) 12.40 POST-DEVELOPMENT FLOW (er) 9.72 PRE-DEVELOPMENT FLOW (alt)- 16.16 U POST4)EVELOPMENT FLOW (cM) 12.62 PRE-DEVELOPMENT FLOW (eft) =25.36 U POST4)EVELOPMENT FLOW (ds) s 20.46O CL z C7 p General for Stormwater z 0 Z z construction notes Management plans: 1. All dams and constructed fill to be within 959 of maximum dry density and 2% of optimum NOTES: 1. SEE SHEET SWM -2 FOR DETAILS ON THE FILTERRA UNITS. moisture content. All fill material to be approved by a geotechnical engineer. A 2. SEE SHEET SWM -3 FOR DETAILS ON THE RAINTANK SYSTEM.Qo N N geotechnical engineer is to be present during construction of dams.3. SEE SHEET SWM -4 FOR RAINTANK ROUTING CALCULATIONS. 2. Pipe and riser joints are to be watertight within stormwater management facilities.N 3. For temporary sediment traps or basins which are to be converted to permanent stormwater 0 management facilities; conversion is not to take place until the site is stabilized, and o permission has been obtained from the County erosion control inspector. PRE - DEVELOPMENT CONDITIONS POST DEVELOPMENT CONDITIONS, C S p 40 O \ .- 40 80 FEET S / / / ' 5 \ I140 , O 40 80 FEET \i C SCAL 1" 40' C I ;' SCALE: 1' =40' - \i C c, J o / I Z NAD 83NAD83Z rn r C / C D o LOCATION OF / \ L W 2, UNROUiED DRAINAGE o 1S FR* ROUTE 250NORTH - ' - UNROUTED I - 'Q \ -- __._..._ - \ REAL ATE HO L ucw°txw \` DRAINAGEAR =O. 3 / \CL C Tt"' \ D.8. 2001. Pq 738 PUT ° / \ \ \ Cw0N/F ALBEMARLETCCO 78-150UNTYSERNCE AUTHORITY , ! I 'O.B. 1240, P 287D.B. ° ° , , C llmin.L 1260. P y _ , - - - -__O 9 291 PUT _. HC TOM: C fxENGS/ rt. / / ' ' COR. " - - ._ - DI, L- 408.77 0) / - / / °" ' b ws ° Ltv - <oB 77 EX i POST - DEVELOPMENT 12 UNROUTED OVERJAND"FLOW a _ _ 1 41 , DA 11 n DAP - -9.1'0 ACRESia95- TMP 70 -1SE I / , CW = 0.90 c CW = 0.40 PRE- DEVELOPMENT -a ow } 313 RIC11110rq, LL t / /395 , 009 Pg 119 nt \ i j /, / /-J -/ 1 / ,,, TC. = and1. ' 4.J LJ Tr. = Smin. oV+iD.B. 2 Pq f 53 PUTKntgunrrDui i 1 _ 7 r T - 3A = 0. Cw = OLOO T4G 4A 01 P iu - $ EE r rr r Z 0 11 U z z z W E V W f U O W f U 3 U U z U CL zp z z 0 Z z sO W 0 W W 50 W in n Q O N N Q o o 1IN IA Vol a co i o J z r 4 t9 Z N O LL N W W I- Z w6 it ft l9 1->0) Z Zw;W OJ N w T Z LL mt J D J w (ry 0 O < E U QDD00LL DRAWN BY: SRC CHECKED BY: SRC DATE: 9/17/07 Scale: 1 w =Q9 SHEET SWM -1 Ln W U O V oc d D W N 0 N in 0 Sze 1J2 Q' WW Z l7Z W NZ JJO U O CWrACO U Cd i3 N 41Li.CLxerr dS 0 s c Yd C0 1 3i m oU LO a d 6 C s c 0 V3L NC0U O ato F 0C 4134 d 3 U C L w0N dS o, 00aL3a cd LO ad 3 dQ 41OC SN acd Ld0. LO d 0 ss L adU a0L Li s 41 OC dE aCd WW z 0ZW NZ J O U wO 41iVCLOLCL N3 U xGo GoS dLd CGoE3UOa ab d V00 Nd a d 1A d Q. aNd t C CURB INLET STANDARD CURB AND GUTTER YP) PLAN VIEW TRANSITION FROM ILEY IN MUST SrAND RD To IllOflOtDEPRE O P) THAN ELEV V SLOPE FlLi[alin TFa10AT GUTTER FLOW DEPRESSED GUTTER AT THROAT OPENING (TYP) INTERLOCKING FILTERRA UNIT • JOINT (TYP) O I ir) CUREF PPE AMH COINIEIA R- Y /•, SOR-M COMM UNDERDRAIN SYSTEM owl Wo PIMCM WALL BY AMERICAST STORMWATER STRUCTURE CROSS SECTION J 17 DATE 013 -30 -05 DING FLP -1 0 FILTfIIRI10 TYPICAL PLO Wit 11i VEI AM OtIL<T PIM MI.AT101pfl1w 110 M.7R4US b f zr ---------------------- - - - - -- A n J I I -- I I I I I fL -------------------- io o 1 -J 1 4 1 14 lt t i 11 - 111 n , MI• I INLET SHAPING A (BY OTHERS) I 1 t SDR -35 PVC COUPLNG CAST INTO PRECAST BOO( WALL BY IMERICASr OUTLET PIPE LOCATION VARIES) L CURB (BY OTHOrs) PLANT AS SUPPLIED L BY AAERICAST GALVANIZED NOT SHOWN ANGLE NOSING FOR MAR" 4'-0'1) (1) 3x3 CARS 140 GUTTER o BY OTHERS) I'-0'1) 3x3 4' SOR -35 PVC STREET 6' -0' DOWEL BARS 1) 4x4 12' O.C. DESIG1ATION L W TREE MATE OTY A SIZE OUR.Er PIPE 4 x 8 44'-0'4'-0'1) (1) 3x3 4' Sl>tt -35 PVC 4 x 8 4'-0'I'-0'1) 3x3 4' SOR -35 PVC 5 x 8 6' -0'I'-o'1) 4x4 4' SDR -35 PVC a x 10 8'-0'10'-0 1) 4114 6 SOR -35 PVC 8 x 12 8'-o'12 2) 4x4 8 MR -35 PVC 1 DRAWING A MI-A LE IN TIF FILE FbIrMT. IMM 12 -22 -04 DWG FTNL -2 PRECAST PILTERRA. UNU X11 n us PAT J74cw:Iesw/yA.•i.s AID aaM.let a' w r--s' L— 1 1 1 I INLET SHAPING BY OTHERS) A A J 1 I 1 j I L----- i-- - - - - - CURB (BY OTHERS) io VIEW --1 WR -35 PVC COUPLING Ila CAST INTO PRECAST BOX WALL _ OUTLET PIPE LOCATION VARIES) CLEJINOUT PLTAT C0V R r (NOT SHOWN TREE FRAME t GRATE C ANGIF LNGCASTINTOPSLAB111 TOP SLAB A IMO GLITTIEIR INTERLOCKING JOINT (7YP) I °D ER5) STREET e M Q DOWEL BARS 12 O.C. FILTER MEDIA PROVIDED BY AMEAICAST MULCH PROVIDED BY AMFRKAST UNDERDRAIN SYSTEM o BY AERICAST SECTION Ate DESIG01ATION L w TREE GRATE CTY & SIZE OILMET PFE a x 4 6'-0'4'-0'1) 3x3 4' MR -35 PVC 8 x 4 8'-0'4'-0•1) 3x3 4' SDR -35 PVC 8 x 6 10 x a 8' -O' 10' 6' -0' a'-o' 1) 4x4 1) 4x4 4' SOR -35 PVC 8' WR -35 PVC 12 x a 12' -0'a' - 0'2) 4x4 a' SDR -35 PYC I DRAINING AVAILABLE IN TIF FILE FORMAT. DATE: 12 -22 -04 DWG: FTNW -2 PRECAST IIIIIILTIIIIIRRIII uNrr L. NAINNOW WITH US Fff AND t,8M7G1+piIODeIyAis r 1fLb e ' —{ w - e' -o' Io 1 r - -- --- - - - - -- I I1I I 1 II J I I I 1 I I I I I 1 11 1 I I I L ------- ------------- T_ n ALAN VIEW N INLET SHAPING A (Bt' 011HERS) SDR -35 PVC COUPLING CAST INTO PRECAST BOX WAIL BY AMERI AST ( OURET PIPE LOCATION VARIES) CURB (8Y OTHERS) DESKM71oN L w 1 J 6 1 1) 3x3 4 SOR -35 PVC I r P02 So M 1 3 661L 8 , 1531#64_ 0 M t AIIA I.L o IVIA 'A1114 I 1 1 r - 1 - =1 r1- rfy r • I H i _ I7 1;_T I I I I UJI 1 uJ 1 I T DESKM71oN L w C" SIZE 5 x 8 6 6'-0 1) 3x3 4 SOR -35 PVC I DRAINING AVAILABLE IN TIF FILE FORMAT. WE 12 -22 -04 Im. FIST -2 a 1 1 111 T 11 f11 l W4cti.+obn.as Ii1LYfEf01rMON CUM "AT FETERRA STANOW CLM AM OU L' '.-/ TNANBWCN SWOM o OEP'IEWE lr yp D OUTTV .) FLOW AT WERRA STMO MD OLRM DILEr GUTTER FLOW FTITERRA BYPASS CURB INLET ILALI111101 an IN PLEN SLOW V ELEVATION VIEW fffffffffffffff PLAN VIEW LtY'A' Illlr! ri MN11 s,wsi nllal? G iRm F Ww Dais Bl1iW err w CUMtowr ELEVATION VIEW CUM d/T, t?tbkTE INLET, awava Drim OR OTNO FM or WRIER 1f1E1I9T10N BYPASS; *ELW PLAN VIEW ELM W M 1' ME !A TMiN SI.E117' CLOVA CVA9 Ctln, 0AI't OLCt. F1M 011110va MTCH. OR OTHER FOW OF LOW EUDR7110N FILTEM BYPASS REI EF waLnstt Sao a lLIM81< BiRlp'ar EL.EVATMON VIEW VAX 05 —Od -05 Oaf F'LR -2 TYPO" N ILATIONl1 l011 Irgt / SllM1MS NY'/Iii ro grANCARO F'ROY DEPRESSED GUTTER FLOW 0E1PAEED GUTTER AT TM W1T d"W" M - 0 0~1141 IN TW FILL PLEASE PRINT AND FAX OR EMAIL THIS FORM AN INTERACTIVE PM FORM IS AVAILABLE ON THE DAKIT CD FOR EASY EMAILING Filterfa® Project Information Sheet Complete & send to AatericaK by e=sil, trot or =ail. Address: 11332 Virginia Precut Road fiAshland, VA 23005 Toll Frye: (866) 349 3458 Fax: (11%) 752 -61139 rraa804) 799-6069 Email: desip@tiltermoom A Decoy Wn iv sxewtllr nYrfu Coattset lafftrinumnaa Engineering Firm: [ I I ., - £„ f ,.•sf ,:, L L G CunWA Date: -. -O Contact; _:S;,_ {, P, .. j Phone: ( to 4) S 4S - &> 3 Email: Jon O ca / 11;u - Qnsv7IL r 1-+v , ea.• Fax: Preject1ohrundn Project Namdnumber. * D 11 Regulatory Municipality and State (city, county, etc.): F /iJ 2ilemomr1g, I /L 4o. FI ten'ae Details (Emma inaY err fix )lm to Anarlea/t - Acceptable formats are AntoCAD or pd* Plus sreeb sreaia Fillerree Suvcture 1D iaettla Undft Internal L x W (ft) Dimensions areas, storm"Ur FiltetTaE Spot Elevations TC FL s¢ "Wes am Filoerrsm Drainage Area ac line rraw Oetom Bypass ID Bypass Spot Elevations TC FL t 61t6 2AX 102.63 9/17/07 I I- y v P02 6W, 961 #o2. 3 So p 8 , 1531#64_ 0 M t AIIA I.L o IVIA 'A1114 I 1 1 1 I H I I I I UJI 1 uJ 1 I T I I TC = Top Curb, FL = Flow Liao FI' Detail on plans COT Detail on plan t FT Plan Notes shown f trl.w,Mrrrclw Pala 9 Toll Fres: (888) 349 -3458 fi ite rraMerraStandardPlanNotes Cawallroctian dI I.aarati.e A. Each unit shall be coastracted at the locaticxrs and elevations accatdwg to the sizes shown (m dw approved dni%v VL Any Inothficada w W the elevadmi or WxWian shall be at the direction of and approved by the Er>plineer. B. If the Filterra is stored before installatia>, the top slab must be placed on the boot using the 2x4 wood provided, to prevent any contamination firm the site. An ute mah fitfts supplied (if any), must be left in place as per the delivery. C. The unit shall be placed on a canacted sub- pprade with a mirimtra 6-inch gravel base matahinng the final grade of tin curb line in the area of the unit. The unit to be placed such that the unit and top slab match Or grade of the curb in the area of the unit ConFad urmctiSlttabed sub -grade trailer" to 95% of maximtan density at —1- 2% of optirrmrtm moisture. Unsuitable material below sub- grade shall be replaced to the site engineer's approval. D. Ou det connections shall be aligned and sealed to rneet the approved drawittps with modifications necessary to mcct site eon(htians and local regdations. E. Once the unit is set, the internal wooden farms and protective mesh cover must be left intact Rwnove only the temlporay wocdert shipping blocks between the box and top slab. The tnp lid sticndd be sealed onto the bm sedinn before backfitting, using a rxm- shuti * Rrovt, butyi rubber or similar waterproof seal. The boards on top of the lid and boards sealed in the unit's throat must NOT be removed The Sumppher (Amaioast or its authm7ed dealer) will Tefrrc,'ve these sections at the time cif activatie>,t. RadtfilliTg should be puforaw i in a careful marlltlll:r, b irgirtlt die apprupriate fill material up in 6" fins on all sides. Precast sections shall be set in a manner that wiU result in a WatertigM joint. In all instances, insallation of FiltwO unit shall oonform to AS'h'M specification 0891 "Standard Practice for Installation of Underground Precast Utility Structures ", unless directed otherwise in contract documents. F. Curb and gutter conshuction (where present) shall ensure that the flow-line of the PUtere units is at a greater elevation than the flow -line of the bypass structure or relief (drop inlet, curb cut or jt!i awj Failure to oompiy with this guideline may causefailureand/or damage to the Fillers amirormmental device. G. Each Filte=* unit must receive adequate irrigation to ensure survival of the living sy* m during perm& of drieT weather. This may he achieved through gutter flow or through the tree grate. C*28175 www.tdtermc m AW Frft: (856; 349-3:56 ActlyMbn fi [te rra A. Activatiai of the Filk=' wit is performed ONLY by the Supplier- PurclIeser is responsible for Filteaa inlet protection and subsequent clean out cost. This process cer>rmot oot nmcnoc unW tic proicot site is fully statilizad and cleaned (full landscaping, grass toner, final paving and street sweeping completed), negating the chance of constmttion. materials cantatnimtinq the Filterra' system. Care shell be taken during oonstruction not ID damage the protective throat and top plates. B. Activation includes installation of plant(s) and mukh layers as necessary. A. Each correctly installed FilterraV unit is to be maintained by the Supplier. or a b'xWhcr approved oordrwtor for a minimum period of 1 year. '1'h , cost of this service is to be included in the price of each Filtern-V unit. Extended maintenance contracts are available at extra coat upon request. B - Annual mmntenuice consists of a maxim <n of (2) scheduled visits. The visits are wAkeduled seworwUy the sp r ng visit ai ns to clean up alley winter loath incluthtg salts and sands. The fall visit helps the system by removing exOMA, a leaf litter. C. Eaclt UnLinlaxtancw visit mvIs sts of the following tasks. 1. l:iltcnra unit "pastian 2. Foreign debris, silt, umich &hash removal 3. Filter media evaluation and recharge as necessary 4. Plana health cvahu hm and pr nix g or mplaca mcrt as necessary 5. Replacement of mulch 6. Disposal of all maintenance refuse items 7. Maintamoe records updated and stored (reports available upon request) D. The beginning and txltlirg dale of Supplier's obiigatitn to nanintain the installed system shell be determined by the Supplier at the time the system is activated. Owners must promptly notify the Supplier of any damage to the plant(s), which constitute(s) an integral part of the biotetention technology. 002&W wrww.111i rra.com 76d Frrr: 1 '856,1349-34M rrrrrrffttrl Z SRC CHECKED BY: SRC DATE: 9/17/07 PROJECT O SHEET SWM -2 I.L rUrnn I-HVI W UJI uJ 0 O O O 0 O O ZZ N a a aWa uJQUlm U/)n m u11W cc O O O O O Q Lin 1 ri N O N Q 1 0 O O O NIA co t` f cr) d J 1f V Q uwi 00 4¢ H Z W LU W Q 0 O QJ O Q W LL 0 Q Q 0 Z 0 ir N W N W Q Z W C lJ > o, N w W Z J M OJM tA >N WV 4 W W JW Wff O U OQ[L 1 LLV8 DRAWN BY: SRC CHECKED BY: SRC DATE: 9/17/07 PROJECT NO. SHEET SWM -2 C r J C JJ J 5 y A J C s RAINTANK DETAIL - NOT TO SCALE STR. 4 RIM = 404.00 STR. 10 RIM = 408,40 CONTRACTOR SHALL INSTALL A TRASH RACK IN FRONT OF STR, 3 CONTRACTOR SHALL INSTALL A TRASH RACK IN FRONT OF STR, 9 EGINNING OF TOP F RAINTANK = 399.12 TOP OF RAINTANK AT STR, 3= 398.92 NTENANCE PORT MAINTENANCE PORT 15' STM PIPE 3 INV IN= 398.40 INV OUT = 397.47 L= 55.00 S =1.69% STR. 2A N 4 N 3 LPvi 0 0 d 4 3 LF+0 0 U 0 aGo 0 a; 3 U L' a 0O o w a 3 J C d a L 0 pa E• s 4J c W W NZ J 0U Q.0 a to3 Uxd s aLd In4jC 5 4 0 0V1d d 6 8 1 15' STM PIPE 9 LJINVIN= 400,70 INV OUT= 397.70 / 100 -YEAR STORM ELEV = 398.68 L= 41,001 S =7,32% / 10 -YEAR STORM ELEV = 397.91 YEAR STORM ELEV = 397.59 388 DOUBLE RAINTANKS BEGINNING OF BOTTOM RAINTANKS SHALL BE 51.69' <L >x 22.75' (W)x 2,8875' (H) OF RAINTANK = 396.23 INSTALLED AT 0,50% BOTTOM OF RAINTANK AT STR, 3= 396.03 STR. 2 RIM = 404.00 TOP OF RAINTANK AT OUTFALL= 398,86 SEE THIS SHEET IFORDETAIL RAINTANK CROSS-SECTIONAL DETAIL NOTE: FOR COMPLETE MODULE DATA, SEE APPROPRIATE RAINTANK w 8HEET (SINGLE MODULE, DOUBLE MODULE, TRIPLE MODULE, QUAD MODEL, OR PENTA MODEL). GEOGRID aX -1200 (OR EQUAL) BACKFILL COMPACTED TO 99% MODIFIED PROCTOR DENSITY UTILITY MARKERS AT PAVED (0.91 m) MIN. 24' (0.61 m) MIN.SURICACE NOTE: CORNERS (NP') 1M (0.46 m) MIN. PRE- TREATMENT MmSTRUCTURES WOT 0.30 m) l RAIN TANK LOAD SPECIFI CA T ONS Mow Ration 811% Material 85% ecyeNd polyprlopyl.Ile + 10% Aloft proplletary seleeNd materials. aiobOical i Chemical Reefstance:Urlatalsd by molds and algae, *014 ourm dmTkeb.becterial and bitlallan. Unce IN Crush Load 34 psi LorryTerm Unoordined Creep Tilt: 90 Day Deed Load Creep Tint 15• INLET POPE- 'III I -. 111Ir' -1S ;e, ": %'.'..'•:: as .:.; , ;...••. ..gyp ; A.1.t:'6 {..:..:...• _ - I-lei- T (0.01 m) MIN. - -I f w• 1 IL -1 1IL1I 1IF111`ii - - I -' r !11 11 r -- II, i - 11 I _ I. 1 -' iti I- TII =11 _ _I I. OUTLET i1!r; l I • . ! ,,' X11_ I, ll J 11 -U rrIr -1 ti;7 ,Il -ii,, -1I r= L, I1; LI I T1i -T11 rr• 1:; 1 I aiI-Ii_ .1 ll r 1, PIPE 24' (041 m) RANTANKTM UNITS WRAPPED IN IN $01 EX SUITABLE STRUCTURALGEOTEXTILE (OR EQUAL) IMPERMEABLE BACKFILL COMPACTED TO LOAD RATING: 34 PSI (MODULE ONLY) LNJER WMIEN BIAS MODIFIED H-20 (WITH ACF COVER SYSTEM) REQUIRED PROCTOR DENSITY II sz D - RAINTANKTM - H2O LOADS AV war« rorL1w• RAINTANK WEIR & Metric English Load Applied 2.85 *11 4.08 psi Displsomwnt (90 Days)1.7 mm 0.067" Total !train After 90 Days 2.301E 2.30% Creep Sustained After 90 Days 0.40%0.40% Temperature 20' (= 3)WF 37.4) RAINTANK WEIR &ORIFACE DETAIL width 15" OVERFLOW PIPE h 6' LONG r 0.50% 15 INV. IN= 397.84 m INV. OUT= 397.81 15" STUB PIPE Mini (1/2) 6' LONG 16.06 0.50% 26.97 INV. IN= 395.97 9.45 INV. OUT= 395.94 15" 16.06 685 18" 450 INV. = 395.84 INV. OF 6" STUB 408 PIPE= 395.97 685 NOT TO SCALE 880 RAIN TANK DIMENSIONS D- R#intankm (M~) specifications MW (1/2) 408 16.0E 885 26.97 240 9.45 sllon t1 40X t9A6 M All-W 409 ttt t2 Double (2) 408 16.0E 885 28.97 EEO 34.45 T"M 408 teDe on 20,91 131Q 01.57 QUO (4) 406 16.06 666 26.97 1740 6630 PSIIIB (6) 400 ISAX 26.114 2170 #564x' Mint (1 f2) 2.4010.07 17.96 /67-99 2.26/0.06 17.06184,86 2 1 2 / 4 6.7813.97 Sill(/e (1) 4.4410.13 33.321125.75 4.2210.12 34 AM 11007, 414 13.97163+1 Doubb (2) 8.99 / 0.25 84.97 1246.94 6.251 0.23 61.72/233.64 7 1 8 25.99/11.79 TV" (3) 12.951037 98.721368.13 12.261 0.35 ".411 10 / 12 3911724 Quad (4) 17.171 DAS 12801418.31 16.31 / 0.46 122.031481.93 13 / ill 5D 122-00 POO (5) 21.412/0.61 18021 /898.46 20.3610:88 12,1194 16 120 #2,/ x.12 iwlaae Area 95% vaAa iomeow Chewlsal aB111rlsaee IJhnarpeladl5 ASSIA DLY All wills eve aeeenbbd 1em 4 small pMee and 4 WW plelm WAn plBMe m Moped IopeSler b brm Ow bu dnubw. NNalroft LmW Urnatflod Crush TlielMrg: 16668 LaW: rlelrie Imperial Nutria IrapWiai Crtleh Lend 24 VW 34 psi %4 l !reed 2.5 vW4 31" 0111 OMfalseanteet 11mm 0.433" DN/Meernew 10mm 0.394" Tareparlrlrrn 8 -i4'C 46.4.57.2• TOMPo ra m L 17-C (at x) 62.!># (11.37 }4) WW7irer UrlaeRMW CFO" Tint: 90 Day Dead Load Creep Tact Bleak 1 O'Rairaeak' (aMrie' nab aredule arrder 1881La1dNM/NN 2.BS tThn2 4.88 9M M01% CourAwoolM, Iced ate on top of the top plawn, Diapleeemertt (90 Do") 1.7 n nl 0. 067' Ddbreeaase Ingo (2 Waidledl Deb beer weh print olat. low ehswum Alter tM6` Do" 2.x% 2.3041. 8 Ube Brelalq. Natlrylare TeMd UMrerehp, ECM. Raauee Wdit le addImO polm w eecrew dCreepaOODID After 90 Days 0.40% 0.40% w**Andw9nbofaltt rub eeniters.1t b eernMewd fatthe T+ ?0'C (t 3) e!`F (air 37.1 th ab bed nq awwd go w adaaas ere Intl " eeeurnarl e modules M placed herbooft* RAINTANK MAINTENANCE PORT DETAIL RainTank Dimensions Module SRC width Leh h r t1l(a1i16 sld alg11w. : ttsf11t1(h Illht iMiliWllsl. r Unks)Width (mm)indles)m inches) hes)mm) Mini (1/2)408 16.06 685 26.97 240 9.45 Single (1)408 16.06 685 26.97 450 17.72 Double (2)408 16.06 685 26.97 880 34.65 Triple (3)408 16.06 685 26.97 1310 51.57 Quad (4)408 16.06 685 26.97 1740 68.50 Pent (5)408 16.06 685 26.97 2170 85.43 Module Toth Tz*Water storage Water Storage Number of Mates TW* Unks)VIokmile (d)Vakmw (gal)Vbkww (c)Volume (ga)Large smaN Wow 1 1 Mirth (1/2)2.4 17.96 2.27 17.06 2 / 4 / 2"1 Single (1)4.44 33.22 4.22 31.56 4 / 4 14 Double (2)8.69 84.97 8.25 81.72 7 / 8 26 Triple (3)12.93 98.72 12.28 91.88 10 1 12 38 Quad (4)17.17 128.47 16.31 122.03 13 / 16 50 Pent (5)21.42 160.21 20.35 152.19 16 / 20 62 REQUIRES 3 PLATES MAINTENANCE PORT STR. 1J BOTTOM OF RAINTANK AT OUTFALL= 395,97 THIS PORT 16 USED TO PUMP WATER INTO THE SYSTEM AND RE- NO ACCUMULATED SlDIMSM SO TWIT IT MAY BE PUMPED OUT TO THE OUTFALL BELOW THE RAINTANK SYSTEM. A QUARTERLY INSPECTION DURING THE FIRST YEAR OF OPERATION AND A YEARLY INSPECTION THEREAFTER. FLUSH AS NEEDED. BACKFILL COMPACTED TO 95% MOD1 ED ITYPROCTORDENS 24• TYP. 16• MIN. 1.• 1IrUA PVC 11 f -anar aX -1200 (OR EQUAL) THE 15" STUB PIPE & THE 15" OVERFLOW PIPE OUTFALL THE RAINTANK EXSYSTEMINTOSTR. 2. THESE PIPES ARE AN TENSION OF THE RAINTANK SYSTEM. THE 15" STUB PIPES (STR. 2A) ARE DESIGNED TO DETAIN THE POST - DEVELOPMENT FLOW TO PRE - EXISTING CONDITIONS. SEE SHEET SWM -1 & DP -3 FOR ROUTINGS. THE OUTFALL PIPE FROM STR. 2 IS AN 18" PIPE, WHICH CARRIES THE FLOW AND OVERFLOW FROM THE DETENTION SYSTEM. THIS 18" PIPE (STR. 1) IS LARGER THAN BOTH INLET PIPES (STR. 3 & 9) INTO THE DETENTION SYSTEM. fi Rea ActiraMes A. AnivaRion of the Fifterra unit is pertained ONLY by We Supplier. Paxl aaer is r for Fiburve inlet prod m6= mad saboagvIe t ciw out cat. Tkis prooess eaoat c5mence now Ike project silo lolly slabiiizad and cleaoad (dill bodecle . Fees CORR1r. &W patwig pled 611861 tw9epl= C019Nd). e8 at chance of ooaebucdm aaleri.aL cantaoiast tbs Fibeaa system. Cana shoo 'be ulna during coentaclion oat to dausev the pm* tiva ttien and lop pWas. B. Activation twhIdes sostolklioa a[ptant(s) and makh b qm as'ecesmy. A. Each carwAy inalalbd Fillersalt Unit is to be saiotaioed by the Supplier, or a SappbK apPWWW coItraclor for • mitris perip cdof1YeK. The Cost of this serAft is to be ineladad in Ike price of each Fillwm* unit. Extarlded slsainleaaoe coelcacb are aveihbk at eslI Coat epos request. B. Annull alaialanmoe consists of a masiso scheduledoof (2) seduled vi". The visit are odk d" arnmeihr, de spring "visit aims to clean up after whaler bads mclhrdia g sails and sads- The !MN vied help 168 "Seem by rim eaooessiva loaf kMer. C. Each saainlanance visit consists of Ws following tasim. 1. Fs'ttersa Unit iaaspeetion 2. Fasaip debris, silt WAA A trash removal 3. Fiber a neda mills tboa and racbKp n aaoessary 4. Pleat ha evahaatias and prahnis ac aepiaoeesaot as sece"My 5. Bepiamoaaet oaf sokk 6. Dssp" of all snewba anCe sable sterns 7. Mainlennece swank updated and stored (mpmk available upon ngmed) D. Ti enrebeginningandding date of Sappher's obliSo6m to saaiatain Im installed rya = shall be da/aaasmad by the 9uppbw at 16a tim the Byalaaa is active" Oaraers inner poompdy notify tha Sap bus of any dareap to So pill*&), which consWute( as irta rd part of tike biaatenRion %cboo&W_ 4:1:`0905 ww a.rtASMaem 30 RAIN TANK PIPE CONNECTIONS DETAIL END VIEW OF PIPEIFABRIC CONNECTION, CUT AN *)r IN THE FABRIC SLKI MY ARGER THAN PIPE, PILL THE FABRIC AROUND THE PIPE TO CREATE TH"c 'BOOT" HOANDTHENSECUREWITHASE-CLAMP. s. CUT a.... _ FABRIC TO ALLOW PIPWANK INTERFACE INLET/OUTLET PIPE GEOTEXTILE OPTIONAL COI FABRIC PLATE (NDS PAR' SUBSTITUTED EOU NON - CORROSIVE HOSE PE USEDCLAMPORTA TO FASTEN LINER TO PIPES TO PREVENT SACKFILL FROM ENTERIKiSTRUCTUM OEOTE) OVER ALOPTION C *LECTOR PLATE (NOS PART OW OR SUBSTITUTED EOUIVALEN - ) NOMCORROSNE HOSE CLAMP OR TAPE USED TO FASTEN LINER TO PIPES TO PREVENT SAWILL FROM ENTERING STRUCTURE GEOTEXTILE FABRIC OVER RAINTANK- Z SRC A1a1ar1M s5% recycles POlypropYlsrN + 13% AaanlN propllsty 6ebcMd matarlai6 BY: r t1l(a1i16 sld alg11w. : ttsf11t1(h Illht iMiliWllsl. nor"" Tee1/MMwe 6•C b 56•C (- 21.2•F to 131 °F) Z SRC Z CHECKED BY: NN 0 DATE: W Q Z Z NO. N/y NW LL LL 5; Z V W zwM 0 N 1WV) Z L- W F_ J 0 ,. J W10 0 0QW V coo o 0 V W z U W f U o 0 WU) W W a W a a 0 J z W W a W ce W W W 0 o 0 0 4 0 0 o+a 1 0 0 o tiIz IA GC co x o J z Oa f68 z z 00 Lle 00 00 o 00 Z U) W LIJ w J "Q QJ 0 0 J w U. 0 3 Q 0 DRAWN BY: SRC Z CHECKED BY: NN W DATE: W Q Z Z NO. N/y NW LL LL 5; Z V W zwM 0 N1WV) Z L- W F_ J 0 ,. J W10 0 0QW V coo o DRAWN BY: SRC CHECKED BY: SRC DATE: 9/17/07 PROJECT NO. SHEET SWM -3 0' LiiLYiL.3iL RvAiLai EXIS77NG CULVERT PROPOSED SPOT ELEVA77ON CUL VERT Q DROP INLET & STRUC7URE NO 78C DEN07ES TU"ACK OF CURB CURB THE EA7S77NG PAVEMENT. THE PROPERTY HAS A POINT OF ACCESS NA ROUTE 250. STORM SEWER WILL BE CURB d: GUTTER INSTALLED, AND WATER QUALITY WILL BE BE ACEIIEVEO NA A B10FIL TER FILTER DROP INLETS STORMWA TER PROPOSED PAVEMENT CONTROL EC -3A DI TCH 6'DEPTH OF EC -3A DITCH HANDBOOK SPECIRCA EC -2 DITCH 6'DEPTH OF £C -2 DITCH EAR774 DITCH OD OV DRIVEWAY CULVERT 3.09 BENCH MARK CLEARING LIM17S IV VDOT STANDARD STOP SIGN sop EXISTING CONTOUR 200 PROPOSED CONTOUR 240.55 PROPOSED SPOT ELEVA77ON SAFETY FENCE J. 01 f 7EMPORARY RIGHT -OF- WA Y 3.11 78C DEN07ES TU"ACK OF CURB D/ VERSION THE EA7S77NG PAVEMENT. THE PROPERTY HAS A POINT OF ACCESS NA ROUTE 250. STORM SEWER WILL BE T/B DENOTES TOP OF BOX INSTALLED, AND WATER QUALITY WILL BE BE ACEIIEVEO NA A B10FIL TER FILTER DROP INLETS STORMWA TER EROSION CONTROL H RELATED TO SDP2004 -00022 STORMW017ER DETENTION SHALL BE OBTAINED VA/ A BELOW GROUND EROSION CONTROL NOTES HANDBOOK SPECIRCANUMBER S® LCONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WILL BE MADE BY THE COUNTY. STRAW BAIL BARRIER 3.04 OD OV TEMPORARY DIVERSION DIKE 3.09 ST TEMPORARY SEDIMENT TRAP 3.13 O ® THIS SITE IS A FILL 97E, AND 774EREFORE WOULD REQUIRE ADDITIONAL FILL. CONTRACTOR SHALL PERFORM SEDIMENT BASIN J. 14 lP INLET PR07E'C71ON 3.07 OSILT THIS W /N SI1L WATER, SANITARY. THERE WILL ALSO BE MINOR OFFS/TE REPAVING FENCE 3.05 OCONSTRUCTION STORM SEWER FROM RT. 250 TO THE MANHOLE UPSTREAM OF 7HE CROWN PROPERTY, AND WE WILL BE ENTRANCE 3.02 CD CHECK DAM J.20 O P,TEMPORARY FILL DIVERSION 3.10 DV THE CRI77CAL SLOPES ARE SHOWN ON THE PHASE / EROSION CONTROL PLANS. DIVERSION 3.12 PS PS PERMANENT SEEDING 3.32 TO TO TOPSOILING 3.30 CIP 4. INSTALL THE CONS7IRUCRON ENTRANCE AS SHOWN ON THE PLANS. WHERE CONSTRUC77ON VEHICLE ACCESS CULVERT INLET PROTECTION 3.08 OC DC DUST CONTROL 3 39 TEMPORARY SLOPE DRAIN 3.15 SA SAFETY FENCE J. 01 7EMPORARY RIGHT -OF- WA Y 3.11 PROJECT LIM17S ARE 2.96 AC, HOWbEVER, THERE WILL BE SOME MINOR OFFISTE CONSTRUCTION TO TIE -IN TO D/ VERSION FENCING AND I MW aE ORING JVJ; ',- 0M no= CORRECT METHODS OF TREE FENCING w - 'a - CORRECT TRUNK ARMORING go TRIANGULAR BOARD FENCE STOW CONSTRUCTION AMFSS -t GENERAL CONSTRUCTION NOTES FOR ESC PLANS 1. The plan approving authority must be notified one week prior to the pro-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 wA/ be constructed and maintained according to minimum standards and specificotions of the A -91ic Erosion and Sediment Control Handbook and Virginia Regulations W 625 -02 -00 Erosion and Sediment Control Regulations. J. 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 sedknent control plan shall be maintained on the site at all tirnes. 5. Prior to commencing lard 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. Z 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. S During dewatering operations, water w//I be pumped into an approved filtering device. 9. The contractor sholl Inspect all erosion control measures periodically and after each runoMproducing rainfall event. Any necessary repairs or deonup to maintain the effectiveness of the erosion control devices shall be made immediately. f0. All fN/ material to be taken from an approved, designated borrow area. 11. All waste materials shall be taken to an approved waste area. Earth All shall be inert materials only, free of roots, stumps, wood, rubbish, and other debris. 12. Borrow or waste areas are to be reclakned 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.• OOom to 9: OOpm. 15. Borrow, fill or waste activity shol/ be conducted in a safe manner than maintains lateral support, or order to minknize any hazard to persons, physical damage to adjacent land and improvements, and damage to any public street because o slides, sinking, or collapse. 16. The developer shall reserve the right to install, maintain, remove or convert to permanent stormwoter management facilities where opplkab/e 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 stobftotion 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 WMnter Rye, or In Marsh and April to consist of Annual Rye, or May through August to consist of German Mk/et. Straw mulch is to be applied at 801bs /100sf. Alternatives are subject to approved by the County erosion control inspector. 18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. Agricultural grade /knestone shall be applied at 901bs /1000sf, Incorporated into the top 4 -6 inches of sort. Fertilizer shall be applied at 1000lbs /acre and consist of v 10 -20-10 nutrient mix. Permanent seeding shall be applied at 180bs /acre and consist of 95X Kentucky 31 or Tall Fescue and 0-5X Perennial Ryegross or Kentucky Bluegrass. Straw mulch is to be applied at 80lbs /100sf. Alternatives are subject to approved by the County erosion control inspector. 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage or dogging to structural measures is to be repair mmediately. Silt traps are to be cleaned when 5OX of the wet storage volume is Wed with sedknent. All seeded areas are to be reseeded when necessary to achieve a good stand of grass. SAt fence and diversion dykes which are collecting sediment to half their height must be cleaned and repaired immediately. 20. All temporary erosion and sediment control measures are to be removed within 30 days of final site stabilization, when measures are no longer needed, subject to approve/ by the County erosion control inspector. PERMANENT STABILIZATION; AFTER CONSTRUCTION IS COMPLETED, ALL DISTURBED AREAS OF THE S17E WILL BE LIMED, FERTILIZED, AND SEEDED AS PER CURRENT VDOT STANDARDS THIS SHALL CONSIST OF THE FOLLOWING; TOPSOIL - 2' DEPTH UME - 2 TONS /ACRE FER7IUZER - 600 LBS /ACRE OF 15 -30 -15 SEED - ERNST 5311 COIVSERVA 770 V SEED MIX - ERNMX- -114 (45 LBS /ACRE PENNLA WN CREEPING RED FESCUE, 37.5 LBS /ACRE ARGILE KEN7UCIKY BLUEGRASS 37.5 LBS /ACRE PARK KEN7UCKY BLUEGRASS; 15 LBS /ACRE ANNUAL RYEGRASS & 15 LBS. /ACRE PLEASURE PERENNIAL RYEGRASS) OR ACCEPTABLE ALTERNATE: AFTER THESE AREAS ARE STABILIZED, THEY WILL BE MOWED AND MAINTAINED ON A REGULAR BASIS IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED DAILY AND AFTER EACH SIGNIFICANT RAINFALL. SPECIFIC AT7EN710N WILL BE GIVEN TO THE FOLLOWING I7EMS.• A. SEDIMENT BASINS AND /OR TRAPS WILL BE CLEANED AND MAINTAINED IN ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CONTROL. HANDBOOK. B. ALL GRA VEL OUTLETS WILL BE CHECKED REG ULARL Y FOR SEDIMENT BUILDUP THAT WILL PREVENT PROPER DRAINAGE. IF THE GRAVEL IS CLOGGED BY SEDIMENT, THE GRAVEL WILL BE REMOVED AND CLEANED, OR IT WILL BE REPLACED. C. ALL SUIT FENCE BARRIERS WILL BE CHECKED REGULARLY FOR UNDERMINING OR DETERIORATION OF THE FABRIC AND REPAIRED AS REQUIRED. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHED HALF WAY TO THE TOP OF THE BARRIER. D. ALL SEEDED AREAS WILL BE CHECKED REGULARLY TO SEE 7HA T A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND RESEEDED AS NEEDED. 70' MIN. r 3 SU -2A ASPI TOP COURSE 0 MIN. 21A AGEIfiE001 9ASE STONEWNSTRWON ACM MIt C K WW 2X I 42X MUST EXTDID FULL 100TH Le ' PQ61TIi1E ToEc«ESS } ""'rRWP"G EN O&CE am SECIM A-A A wwl u Up of l kni wwr * be iretied wiMt>! > it 1 is* it dkodk r mb ffvdw Jobb itwnwhWortrwWlrL,tAaMeht a[13 incWletliar tiglwW! con" Imaw n. WW& wdK mot be eod it away Na Nw-gtlmce it an w roved - to -MI AN, teiiwwrwwl dni b , lrowtt awninI a6a6 dlchn or wa6ma ear LAvED w % c HID SCALc 2" W" WOODEN FRAME NERS I y EXTENSION OF FASW FX TER FAW" NITRE INTO THE TREAKH. DD TEMPORARY DIVERSION DIKE Compacted Soil Non - Erodable Liner 18" min. 1 --Flow 4.5' min. SOURCZ: VA. DSWC PLATE 9.09 -1 EROSION CONTROL NOTES & NARRATIVE STORMWATER RUN -OFF CONSIDERATIONS; THE CONSMUC710N OF THIS PROJECT SHALL HAVE MINIMAL EFFECT IN PEAK RUN -OFF THE PURPOSE OF THE LAND DISTURBING ACTT W TY IS TO EXPAND A CAR DEALERSHIP OFF OF ROUTE 250. THE RATES SINCE IT IS OUTFALLED FIRST TO A DETENTION SYSTEM PRIOR TO BEING RELEASED PROJECT LIM17S ARE 2.96 AC, HOWbEVER, THERE WILL BE SOME MINOR OFFISTE CONSTRUCTION TO TIE -IN TO INTO THE EXIS71NG STORM SEWER SYSTEM. IN ADDITION, THIS PROJECT IS DETAINING THE EA7S77NG PAVEMENT. THE PROPERTY HAS A POINT OF ACCESS NA ROUTE 250. STORM SEWER WILL BE APPROXIMATELY 1.5 ADDITIONAL ACRES OF RUN -OFF FROM THE EMS77NG SITE. INSTALLED, AND WATER QUALITY WILL BE BE ACEIIEVEO NA A B10FIL TER FILTER DROP INLETS STORMWA TER PROJECT MANAGEMENT FOR THIS 517F SHALL INCLUDE THE 7REA77IENT OF RECENTLY CONSTRUCTED S17F MPROVEMENTS SHEET RELATED TO SDP2004 -00022 STORMW017ER DETENTION SHALL BE OBTAINED VA/ A BELOW GROUND EROSION CONTROL NOTESOEMWTIONSYSTEM. EXSZ SI7LF COADrnays`LCONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WILL BE MADE BY THE COUNTY. AT PRESENT, 774E S17E IS AN OPEN GRAVEL LOT, AND A PAVED PARKING LOT.THE CONTRACTOR MUST CONTACT THE DEPARTMENT OF ENGINEERING ( 296- 5832) 48 ADJACEV E AREAS-HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 7741S SITE IS LOCATED AMONG OTHER COMMERICAL DEVELOPMENTS, INCLUDING A CAR DEALERSHIP TO 774E 2.PERMANENT OR TEMPORARY SOIL STABILIZA77ON SHALL BE APPLIED TO DENUDED EAST.AREAS WI7HIN SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION EARTH OF THE SI TE. THIS SITE IS A FILL 97E, AND 774EREFORE WOULD REQUIRE ADDITIONAL FILL. CONTRACTOR SHALL PERFORM J. TEMPORARY SOIL STABILIZA TION SHALL BE APPLIED WI THIN SEVEN (7) DA YS TO HIS/HER OWNV ES77MA XS, AND THE ENGINEER SHALL NOT BE HELD LIABLE FOR ANY CUT/PLL VOLUMES DFOER DED A 7 THIRTY (3 NOTBDA FINAL GRADE BUT WILL REMAIN DORMANT 4. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCK PILES SHALL BE STABILIZED QS!UTE LAND QlSa=A&Qa OR PROTECTED WI774 SEDIMENT TRAPPING MEASURES THIS W /N SI1L WATER, SANITARY. THERE WILL ALSO BE MINOR OFFS/TE REPAVING 5. STABIL/ZA 71ON MEASURES SHALL B APP T AREALLELIEDOEARTHEN STRUCTURES SUCH AS TO ENSURE A SWO07H 7RANS177ON TO THE EXISTING EASTERN PARKING LOT. WE WILL BE MODIFYING 774£DAMS, DIKES, AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. STORM SEWER FROM RT. 250 TO THE MANHOLE UPSTREAM OF 7HE CROWN PROPERTY, AND WE WILL BE EROSION AND SEDIMENT CONTROL. DEVICES SHALL BE CONSTRUCTED AND INSTALLED REPLACING EX. SIR. WITH AN MH -1 AND ADDING A DI -7 AT THE INTERMEDIATE LOW POINT. WE WILL ALSO AS A FIRST STEP IN ANY LAND - DISTURBING ACTIVITY AND SHALL BE MADE BE GRADING AT A 2.1 SLOPE OR FLATTER TO 71E INTO EXISTING GROUND. THIS AREA WILL THEN BE FUNC7701VAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. RELANDSCAPED.Z A PERMANENT WGETA 71VE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT CM77CAL ARE4&BE CONSIDERED ESTABLISHED UN71L A GROUND COVER IS ACHIEVED THAT, IN THE THE CRI77CAL SLOPES ARE SHOWN ON THE PHASE / EROSION CONTROL PLANS.OPINION OF THE COUNTY ENGINEER OR HIS DESIGNATED AGENT, IS UNIFORM, MATURE ENOUGH TO SUR V1 ME AND WILL INHIBIT EROSION. 1. N FY ALBEMARLE N ENGINEERING AND PUBLIC WORKS DEPARTMENT TO SCHEDULE A 8. UNDERGROUND U77LI TY LINES SHALL WITH THEALLBEINSTALLED /N ACCORDANCE WI FOLLOWING STANDARDS IN ADD17701V TO OTHER APPLICABLE CR17ERIA: PRE - CONSTRUCTION MEETING AS REQUIRED. 2. FLAG THE CLEARING LIMITS A NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. 3. NO EROSION CON7ROL MEASURES MAY BE REMOVED DURING THE CONS TRUC 7701V PROCESS WITHOUT THE EXCA VA TED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES CCJ) EFFLUENT FROM DEWATER/NG OPERATIONS SHALL BE FILTERED OR PASSED APPROVAL FROM THE INSPECTOR ON THE PROJECT.THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND 4. INSTALL THE CONS7IRUCRON ENTRANCE AS SHOWN ON THE PLANS. WHERE CONSTRUC77ON VEHICLE ACCESS DISCHARGED I A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE 774E TRANSPORT OF OR SEDIMENT BY (VEHICULAR) TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED D) RTREAMS ON ALL BE /N ACCORDANCE WITH THE ABOVE NOTES ONTO A PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT 774E END OF EACH DAY.9. ALL APPLICABLE FEDERAL, STATE; AND LOCAL REGULA 77ONS PERTAINING TO SEDIMENT SHALL BE REMOVED FROM 774E ROADS BY WASHING CONTROL DISPOSAL AREA. STREET TRAFFIC VRK /NG IN OR CROSSING A LIVE WATERCOURSE SHALL BE MET. SHALL BE ALLOWWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROW9C N SMALL APPLY 10. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, TO INDIVIDUAL SUBDIVISION L07S AS WELL AS TO LARGER LAND DISTURBING AC77W77ES SHOULD THE PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY TEMPORARY CONSTRUCTION ENTRANCE NOT BE MAINTAINED PROPERLY OR AN EXCESSIVE AMOUNT OF SOIL TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO IS FOUND TRACKED ONTO THE PUBLIC ROADWAY, THEN A PAVED CONSTRUCTION ENTRANCE, WATER TANKER A PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE TRUCK WITH 2 PRESSURE WASHERS AND A SETTLING AREA MAY BE REQUIRED BY THE EROSION AND END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM 174E ROADS BY SEDIMENT CONTROL PROGRAM ADMINISTRATOR.SHOVELING OR SWEEPING AND TRANSPORTED TO A DISPOSAL AREA. 5. CLEAR S17E AND INSTALL THE CONS7RUCTION ENTRANCE AND THE SILT FENCE WITH WIRE BACKING ALONG 11. IT SHALL BE THE OWNER'S RESPONSIBILITY TO INSPECT EROSION CONTROL DEVICES 714E WEST EDGE AND SOUTH PROPERTY LINE AS SHOWN. INSTALL INLET PR07EC7700V AT THE TWO PERIODICALLY AND AFTER EVERY ERODIBLE RAINFALL. ANY NECESSARY REPAIRS EXIS71NG STORM S7RUC7URES, AND INSTALL THE DIVERSION DITCH AT THE EDGE OF PAVEMENT AS SHOWN OR CLEAN UP TO MAINTAIN THE EF EC77VENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY.ON THE 97E PLAN. THE DIVERSION DITCH IS INTENDED TO CHANNEL THE CLEAN RUN -OFF FROM THE EXISTING PARKING LOT TO THE 12" TEMPORARY SLOPE DRAIN. THIS WILL CUT OFF MOST OF THE 12. ADDITIONAL EROSION CONTROL DEVICES MAY BE REQUIRED BY 7HE COUNTY DRAINAGE THROUGH THE 97E AND ALLOW GRADING OPERATIONS TO OCCUR WITHOUT THE ISSUE OF ENGINEER OR HIS DESIGNATED AGENT IF DEEMED NECESSARY. RUN -OFF DRAINING THROUGH 774E 97E. NO GRADING OPERA7101VS SHALL START UN77L THE SILT FENCE,13. ALL EROSION CONTROL DEVICES SHALL BE IN PLACE AND FUNCTIONAL AT ALL INLET PRO7EC7ION, DIVERSION DITCHES, AND CONSTRUCTION ENTRANCES ARE IN PLACE THESE MEASURES TIMES AND IF REMOVED FOR CONSTRUCTION PROGIRESS, SHALL BE REPLACED BY ARE INTENDED TO TRAP SEDIMENT AND SHALL BE CONSTRUCTED AS A FIRST STEP IN LAND DISTURBANCE THE CLOSE OF EACH WORKDAY. ACTIVITIES AND SHALL BE MADE FUNC71ONAL BEFORE UP SLOPE LAND DISTURBANCE TAKES PLACE THE 14. FINAL REMOVAL OF EROSION CONTROL DEVICES SHALL NOT OCCUR UN71L 7HE CONTRACTOR IS TO STAY WITHIN THE LIMITS OF LAND DISTURBANCE AT ALL 71MES AND ENSURE POS171VE COUNTY ENGINEER OR HIS DESIGNATED AGENT DEEMS THE SITE STABILIZED. DRAINAGE ALONG ANY MEASURES INTENDED TO DIVERT WATER.15. ALL ENTRANCES EXCEPT FOR 174E APPROVED CONSTRUCTION EN7RANCE SHALL 6. AFTER THE PROPER EROSION CONTROL MEASURES HAVE BEEN INSTALLED, STABILIZA77ON MEASURES BE BLOCKED IN SUCH A MANNER AS TO NOT ALLOW ACCESS TO THE SITE SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER 16. TEMPORARY CONSTRUCTION ENTRANCE IS REQUIRED FOR THIS SITE STANDARD INSTALLATION.SPEC. 3.02 IS ADEQUATE DUE TO THE LACK OF AVAILABLE WATER TO THE SITE Z ONCE THE PHASE 1 MEASURES ARE IN PLACE, BEGIN GRADING THE SITE, AND INSTALL BUILDING FOOTERS,SHOULD 174E TEMPORARY CONSTRUCTION ENTRANCE NOT BE MAINTAINED PROPERLY 8. BEGIN U71LITY CONSTRUCTION, STORM SEWER CONSTRUCTION, WITH THE EXCEP77ON OF THE DETEN7701 OR AN EXCESSIVE AMOUNT OF SOIL FOUND TRACKED ONTO THE PUBLIC ROADWAY THEN PAVEDSYSTEM, AND CONTINUE TO FILL THE SITE A COIVSMUC71ON ENTRANCE, WATER TANKER TRUCK WITH 2 PRESSURE 9. INSTALL 774E INLET PRO7FC71ON,WASHERS AND A SETTLING AREA MAY BE REQUIRED BY 774E EROSION AND SEDIMENT INSTALL CURB & GUTTER AND SIDEWALK WHERE APPLICABLE SEED10. FINE GRADE, AND FERT7LIZED 774E CONTROL PROGRAM ADMINISTRATOR. 17. THE DEVELOPER SHALL RESERVE 774E RIGHT TO INSTALL, MAINTAIN, REMOVE AND /ORDENUDEDAREAS.CONVERT TO PERMANENT S7RUC7URE ALL EROSION AND SEDIMENT CONTROL 11. PERMANENT OR TEMPORARY SOIL STABILIZA77ON SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN MEASURES REQUIRED BY THIS PLAN REGARDLESS OF 774E SALE OF ANY LOT. DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION 18. SHOULD TEMPORARY SEDIMENT STRUCTURES BE CONVERTED TO PERMANENTSHALLBEAPPLIEDWITHINSEVENDAYSTODENUDEDAREASTHATMAYNOTBEATFINALGRADEBUTSTORMWATERTTHFOLLOWINGSHALLOCCUR. R DORMANT SHALL BE APPLIED TOOTFSTABIL/ZA77 MAANgAGEBMEENpTSTRUCTURESA) REMENTS AND % A CXSU.RELQOUNTRY VIRGINIA DAM SAFETYATOBELEFTDORMANORMORETHANONEYEAR.L 12. ONCE THE UPLAND S17E AREA IS STABILIZED, INSTALL UNDERGROUND DE1E'N7700V SYSTEM, AND INSTALL ENGINEERING POLICY. THE STONE, CURB, AND GUTTER IN THIS LOCATION. SEED AND FERTILIZE THE DENUDED AREAS.B) THE RISER AND BARREL PIPES SHALL BE RCP. 13. ONCE THE S17E IS STABILIZED AND 774E INSPECTOR HAS GIVEN APPROVAL, REMOVE THE REMAINING C) THE SLOPE DAM 1 OR FFLAAEROSIONCONTROLMEASURES.CSHALLBELL2.5.p EC 1 ORRD) THJSCH R AOU7LET DPROTEC71S14. MAINTAIN ALL EROSION CONTROL. MEASURES AS SPECIFIED /N THE VIRGINIA EROSION AND SEDIMENT STD. 318 TA 7ER DES/gV. E) A GEOIEC SID ENGINEERING STUDY SHALL CONSIST OF 1) A S17EE)CONTROL HANDBOOK, REMOVING ONLY WHEN APPROVED BY THE COUNTY ENGINEER IN ACCORDANCE WITH 2) LABORATORY TESTING AND 3) AN ENGINEER /NG ANALYSISTHEVIRGINIAEROSIONANDSEDIMENTCONTROLHANDBOOK 15 CONT AFTER FINAL SITE STABILIZAnON OR AFTERT TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS SOIL DESCRIPTION OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM ADMINISTRATOR. TRAPPED SEDIMENT AND 774E DISTURBED V) SOIL AREAS RESUL TING FROM 774E DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTL Y SOIL TYPE 88 UDORTHEN7S, LOAMY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTA7701V.THE PROPER77ES OF 7741S SOIL VARY GREATLY WITH DEPTH; HOWEVER, THEY GENERAEROSION & SEDllENT AND BURIED GENERALLY OBSTRUCT DEEP EXCAVATIONS ,C ESE SOILS CONTROL MEASURES:DIFFER GREATL Y FROM PLACE TO PLACE CONSEQUENTL Y, ONS/7F INVES77GA7TON IS NEEDED TO ASSESS THE SUITABILITY OF THE SOILS FOR SPECIFIC LANDSTRUCTURALEROSIONANDSEDIMENTCONTROLPRAC77CESSHALLBEINACCORDANCEWITHTHEVIRGINIAUSES ' SOURCE. • "Soil Sunray of Norfolk and Suffolk Counties, MassachusettsEROSIONANDSEDIMENTCONTROLHANDBOOK. STRUCTURAL PRAC77CES USED IN THIS SEC71ON CONSIST OF Peragallo, 1989)"774E FOLLOWING.• W 1. CONS TRUC770V ENTRANCE, ALBEMARLE COUNTY DETAIL - ENTRANCE TO BE L TO PREVENT ALBEMARLE COUNTY NOTES FOR IRACK /NG OF MUD ONTO RT. 250.EROSION CONTROL2. SIL T FENCE, STANDARD AND SPECIFICA 770NS 3.05 - SIL T FENCE TO BE PLACED WHERE SHOWN ON 714E PLANS OR AS FIELD COND17IONS WARRANT.ES- 1: UNLESS OTHERWISE INDICATED, ALL WGETA77W AND STRUCTURAL EROSION AND SEDIMENT CONTROL 3 TEMPORARY DIVERSION DIKE, STANDARD AND SPECIFICATION 3.09 - TEMPORARY D/VERS/ON DITCHES TO PRAC77CES WILL BE CONS77?UC7E'D AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND BE CONSTRUCTED WHERE SHOWN ON PLANS.SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULA7IONS 4. INLET PROTECTION STANDARD AND SPECIFICA770VS 3.07 - INLET PR07E'C770V TO BE PLACED WHERE SHOWN ON MR 625 -02 -00 EROSION AND SEDIMENT CONTROL REGULATIONS 774E PLANS OR AS FIELD CONDITIONS WARRANT.ES -2: THE PLAN APPROVING AUTHORITY MUST BE NO77FI£D ONE WEEK PRIOR TO THE PRE- CONSTRUC77ON 5 CULVERT INLET PR07EC77ON STANDARD AND SPECIFICA77oNS 3.08 - CULVERT INLET PR07E'C770V TO BE PLACED CONFERENCE, ONE WEEK PRIOR TO 774E COMMENCEMENT OF LAND DIS7URBING ACTIVITY, AND ONE WEEK WHERE SHOWN ON 774E PLANS OR AS FIELD CONDITIONS WARRANT.PRIOR TO THE FINAL INSPECTION. 6. TEMPORARY SLOPE DRAIN - 12" ADS PIPE IS TO BE USED TO DIVERT RUN -OFF AROUND 774E SITE.ES -3: ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS 774E FIRST STEP Z OUTLET PR07EC770V STANDARD AND SPECIFICATION 3.18 - OUTLET PR07EC77ON 70 BE PLACED AS IN CLEARING. SHOWN ON 774E PLANS ES -4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL. PLAN SHALL BE MAINTAINED ON 774E S17E 8. ROCK CHECK DAMS; STANDARD AND SPECIFICATION 3.20 - ROCK CHECK DAMS ARE TO BE PLACED IN AT ALL TIMES. OUTFALL DITCHES AS SHOWN ON 774E PLANS ES -5: PRIOR TO COMMENCING LAND O/S7URB/NG ACTIVITIES IN AREAS 07HER THAN INDICATED ON THESE PLANS INCLUDING BUT NOT LIM17ED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT Q A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN DROP INLET wr7N GRADE CONSTRUC77ON OF A SIL T FENCE APPROVING AUTHORITY. WITH WIRE SUPPORT ES -6: THE CONTRACTOR IS RESPONSIBLE FOR INSTALLA7ION OF ANY ADD17701VAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTA710V AS DETERMINED BY 774E PLAN APPROVING FRAME 1. T POSTS MID EXCAVATE A 4X4' 2. STAPLE WW TO THE STS.STE AUTHORITY. 7RENai UF'SLOPPE ALONG THE LIVE ES -7• ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL_ MEASURES AT ALL 77MES DURING OF POST&LAND D/S7URB/NG ACTIVITIES AND DURING -97E DEVELOPMENT UN77L FINAL STABILIZA7701V IS ACHIEVED. 0 ES -8: DURING DEW47E ING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED WATER FILTERING DEVICE ES -9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACHWRUNOFF - PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN 774E EFEC77VENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. N Z SRC CHECKED BY: SRC DATE: 9/17/07 PROJECT O F_ SHEET ESC -1 U U W U 0 Z Z Z g 0 O O ZZ L7 W W W W W a a a a 0 V)U)CQ wZZoCW W d z o Q r_4 In w N O N 0 N N It 0 1 O O O O INIAco Z .fir co N ozfJ Q o co n oa 4 D Q 30 Zx J QQ UL 0 Z L Z -1 r _ H Q Z O U t9 Z O a NN W W Z z W0 t'9 > v, NZZLjWOJ t >N Z LL WMW J )0 J IW WtrU O _O < W tJ coo 0 0 DRAWN BY: SRC CHECKED BY: SRC DATE: 9/17/07 PROJECT NO. SHEET ESC -1 t SIL T FENCE iP DROP INLET PROTECTION 3.0D NO SCALE 4. a4CKFXL AND COWACT THE EXCAVATED SOIL. ca DIVERT CLEAN WATER FROM THE UP AREAS INTO THE SLOPE RAIN NOTE: AN ADAPTOR SH L BE NSTALLED ON v-Z ND OU IFALL INTO THE EXISTING S MANHOLE BELOW THE SIT AN AND STORM PIPE N EXISTING VEGETATION BETWEENzHISWILLSERVEASACLEANWATERDIVERSIONFORTHEUPLANDTHEENDOFTHETSDTTIEEDRAINPRIGTOGRADING /FILLING FL AUTO AND CROWN DEALERSHIPWINTOTHEMANHOLEDUGTHEEROSIONRAINAGETHROUGHTHESITE. SL IN SHALL EXTEND INTO `I E CONTROL PHASE OPERiATIO S TO CREATE A CLOSED T E REMOVED. A EA TO BEZ EXISTING MANHOLE A MINIMUM OF AN HALL BE ANCHORED/ DRAINAGE SYSTEM TO DIVERT FI p AND GRADED S SHOWN IN AD 83 FASTENED INTO THE GROUND AT MA OLE WITH STAKES INTO E , I RUN ;OFF FROM THE R/W THROUGH . T RLANS, AND LANDSCAPED PER GROUND TO SECURE THE SLOPE D N FETY FENCE AND WARN( E SITE. THIS SYS P "SHEET LL -1. SIGNS SHALL BE INSTALLED AROUN MANHOLE TO PREVENT E DRAIN ( TION AS A CLE SOMEONE FROM FALLING INTO THE LE. SD INSTALLED A C ° ° ( S FOR THE o CONTRACTOR SHALL N TE THAT THE SOUTHWEST CORNER O T 0- FILL SLOP L L Ex ASPHALT PROPERTY IS A CRITI AL EROSION AREA. THE LOW POINT 0 E WIRE Ex ASPHALT WITH WI n TBM: CHISELEDLoREINFORCEDSILTFENESHALLBECLEANEDOUTONAWEEKLYBASIS - - WIT WIRE IP BACKIN SQUARE, coR. a. AND AFTER EACH RA NFALL TO ENSURE SEDIMENT DOES NOT BUILD UUP t:s A . _ _ .. rn o $ ' ELEV= 408.77' HIS LOCATION C USING AN EROSION ISSUE. WATER - ' T = 38 _ ,, _ 90ANI °' _ +w I NV= IP T„ WL IN VALVE I + 4 P S D + I_ C WA + + _HIS AREA I -NOTE: ALL ERIMETER DIVERSION yyL ° DITCHES, SL PE DRAINS, SILT FENCE, 395 _" ---" P= 408.77 3 INLET PROTE TION, AND CONSTRUCTION 396 °HE —' _ IN= 40 y ENTRANCES SHALL BE IN PLACE PRIOR 395 9 -'-- _ _ OUT= 395.70 PSv TSWITH , WIRE m 97TOANYFILING /GRADING OPERATIONS. O .OHT S ' INLET PROTECTION DESIGNED TO HANDLE 1 ACRE OF 3g5 ASPHALT BACKING a•oo --RUN —OFF. CONTRACTOR SHALL CLEAN OUT SEDIMENT L _NOTE: LIMITS OF AROUND INLET PROTECTION DRAINAGE AREA T0CONTRACTORTOREMOVE15" pgi 'CMP AND INSTALL THE 21 •• SLOPE DRAIN IN DISTURBANCE ON A REGULAR BASIS AND AFTER EACH RAIN STORM.C THIS LOCATION. THE BEGINNING OF THE PIPE INLET PROTECTIONSILTFENCEWITHWIREPROTECTIONISALSOTOBE ;SHALL BE SECURED INTO THE GROUND WITH ° A EARTHEN COMPACTED DIKE PER THE VESCH '' INSTALLED TO PROTECT THE DOWNSTREAM PROPERTY FROM aC AND SSF = 0.85'3.15. TF#iS - WILL - CHANNEL THE CLEAN WATER INTO THE SLQPE- -DRAIN C/, THE SEDIMENT RUN —OFF FROM THE GRADING OF THE , _ 405 jSITE. -ACRES I 400 DC DCbRPTIONOF -SLOPE DRAIN SECURED IN A c EARTHEN COMPACTED BERM PER REQUIREMENTS OF THE VESCH 3.15. SEE 403 X00 STOCKPILEDE - TAIL- ON THIS SHEET. LOCATION . r ;`•: , ::.t•:'r`'•' ' "'•.PROPOSED TEMPORARY 21" MIN. N a CHgr PROPOSED DIVf7 DITCH TO (' HEAVY DUTY, FLEXIBLE SLOPE DRAIN '' '• soN LINK ROUTE 0ROUTECLEANWATERFROMHEPIPE. SLOPE DRAIN SHALL BE , •' •.' . kt .+ EX. GRASS o ° BACK PROPERTY TO THE SL PE( FASTENED AND SECURED TO THE • » y ' oQ fir ) EXISTING GROUND WITH STAKES AT t,` • ' ,.' ;ti': THE GROMMETS EVERY 10 FT. OR DC LESS. DIVERSION DITCHES TO °` • - : , ° ~ ' ' C y WAIL GRASS / OUTFALL INTO PROPOSED SLOPE 0 GG / / AIN. 405 e ' 40 ALONG THE LIMITS OF THE EXISTING RIVEWAYEXISTINGPAVEMENTTOROUTEENTRANCE AS A o ENTRAE TO BE11 / / • CLEAN WATER TO THE ,0 OPOSED SLOPE DRAIN e, ,CONSTRUCTION10 / :; I ENTRANCE MIN. CE ENTRA CE IS 1 1 — s;• I 12'x170' o ' x ED F +it C111PAVEMENTEXCOMPRESSOR xISTING *Nunn 1 NOTE: EAC CONTRUCTIONI ` 1 = 2/ENCLOSURE o 1 o EDGE OF EXISTING Ex 4 s 1 PAVEMENTVEI1` P NI LE TO BE CLEANED A WASHED IOR TO ENTERINQEXUSED U pll TANK . mot. I RT. 250. HIS IS ESPECIAL04t/ ANTIFREEZE I \ 1 c ASPHALT TgNK . 1 OPOSED ES I IMPORTANT TO BE DONE I FROM EXISTING I DURING TH GRADING ANDXFF= 420.38 1 I FILLING OP RATIONS.STING II ASPHALT PAVEMENT AND SITE a 1 -STORY ETAL BUILDING 1 c (SERVI DEPARTMENT) 1 1 TOSLOPE DRAIN ° PRPOSED 15" CM CULVERT C WITHIN DIVERSION DITC I n 1 DC I _'1 ' ALLOW CONSTRiJC ACFF =420 28' X = CE t TO DIG BUILDING FOOTERSoI1410 O C11 C m EX ASPHALT D c ` 3 UNDEREXISTING ° ( _ _ 1 11 O NROUNDTANKSI ' OHE Fri OIL ?, HEATING , SEPTIC PUMPFUEL) D C TIOIL1vc-) 0voEXACTLOCATION & I - 1 1 (& 8 SIZE UNKNOWN TAN1CO K.)TBM: PK NAIL CONC. G As X FF_420.34'ELEV = 419.79' I 1 SILT FENCE TO ENCLOSEo C 1 \ 417.20'PROPOSED LIMITSITS OF GRASIo x \ ? FF- o o / rn. 1 2" 55 75,8' — _ BUILDING TO ALLOWI1 oy £ ? IP RACTOR TO DIG FOOTERI 1 " 1 / I R E BUILDING.a N 1 \ I i WL I L', /i _ EXISTING 1 w i — 420 1 T ? 1 \ 1 -STORY METAL BUILDING 1 1 z1991 3.13 EM 01 — — WL 1 ASPHALT _ (SHOWROOM) I p Li ss O 1 \ #1313 RICHMOND ROADS N SP ALT S CO TE. Y S'LUl-' 1)RA1,N X FF_41 7.23 1 LIMITS OF,fj , FF= 422.24' X I crrrl D= AtRIWt trri i ` SS / I 2' EX WATER v 1 Coari" so MIL (CC1G'AtT.D;- R07fC2iCM j 7 / / O / VALVE LIMITS OF W o I A DISTURBANCE I •~a ssaaa -oF a \ UNDERGROUND \ S Ci SEPTIC. TANK I ti• L•y % ,:! a:'`:,'` —Ti• .,r APPROXIMATE LOCATION) SS \ 1 3ttGT_ I 7s.8 I rtnn:crw:r • i' • t?ZUttrrtts Mow in aocnon 1HT X CONIC. E sEC•ttcr vL;w BRUSH S SS 1 a Wm- ills tt xRy we uo%na,r,:, .. r>trns +v +N:Atm rdtm • O w " 1 ^/ OHT / vG/ ASPHALT /C J / l ru t lr ^r: Wy u) SMALL- TREES / I a J OHE,OHTvY.tlt7tttN Iltl ' SMALL TREES - .420 D v t . x U lJ GRASS rl l e ^ HE - I. _ —SMALL TREES Cft e& MCK A - A . . GRASS GRAPHIC SCALE 20 0 so ASt in W source: VML 06M in -120 Plate 3.15 -1 IN EET 1 inch t 20 ft. T = 421.01 zz I IN= 412.00 I OUT= 411.75 GL n D WL GRA OyT 4LL SOI IS TYPE 88 EAS S D E S C I PTIO N ON ET ES1 LEE: 1 "= Z SRC CHECKED BY: SRC O DATE: 9/17/07 PROJECT F- SHEET ESC-2 r_2 rr U w LLI uj LLI U UU g z MOO WWaaa a 0 J g gn 0 In V) Z I o 0 0 QTA r N O r4 sGix IA co U t` F-'0 J z r Q foo 44 u W Lu 3 a 00 O a m 0 Q o U Z N W N W Q Z Z w0 N w W Z J M O V) Ntnjj> Z LLw LL J O •. wff0 O 0QL, V coo00 DRAWN BY: SRC CHECKED BY: SRC DATE: 9/17/07 PROJECT NO. SHEET ESC-2 W u g LO z (WW>a nuWi Yw o C4 n t 4 Vt z_ --- Y AJ z z z C oC C O O U) I C EX ASPHALT U EX ASPHALT ITH WI TBM: CHISELEDc ° LT S (A WIT WIRE a, 6 \ ( 1 1.5 ACKIN SQUARE, COR.IP , C DI, ELEV= 408.77'A `o o U) - - C c T = 388,:95 x 4 ,. W WAR - - cc INV =3 INV — — — — — ON L IN 5 THIS AREA I WL k s-- - I I P= 408.77 IN= 403.50 OUT= 395.70 u X 14 EL TELL.' S v m .B. 1 —' - - OH ,OHT o WITH WIRE s I 4 IU ASPHALT -------P LIMITS OF DISTURBANCE o o ._ v DC 1 < DC DC O 000 CHAIN_O EX. GRASS LANK FENC 4 IEo - -- _- 0 6 I DC w WALL GRASS U) UNDER CONSTR J cc -. / / eQUEAPPUCTIO kbROVEpIfPLAN) O s S •;10 I P ---- . C a ' 1 c Q EX COMPRESSOR ENCLOSUR 2 p ` 1 1nr w \ — 1Ar I IEXUSEDOILTANK 1 — — — — — — — -- — -- ._ _ ._ -- .CJEX USED ANTIFREE TANK 1 I _ - - aALT I X. 20' INGRES - EASE ENT 415gc / X FF= 420.38' / 1 I PyFISTINGASPHALT1 Q 0 I1 - STORY&AETAL BUILDING I _ • n c (SERVICfl DEPARTMENT) I I to° FF= 420.28' X =_ 410 _ _ z C r EX A ALT EXISTING I L I I O3UNDERGROUNDTANKS / - OHE J —412 OIL ?, HEATING OIL SEPTIC PUMPFUEL) 1 — _ m aEXACTLOCATION & CO ?)v SIZE UNKNOWN `' ,v (& TANK o o I ' -' m GRASPKNAILa0E419.79' I 0 D FF= 417.20' 75 8 _ . _ '_ v X FF= 420.34' I S I :: EXISTING 0 12 h WL 11 ? 1 -STORY METAL BUILDING I 1 11 ASPHALT I N20I ( SHOWROOM)420, E 0 W I RICHMOND R ALi M - s 1 \ #1313 RICH 0 D 0 C I. Z 3 0 1 w OAK l : AS ALT SS CO SS ? I z _, j C \ 2MPEOI 4- / / X FF- 417.23' FF= 422.24' XP o 0 420 / / o. / , I SS / 2 EX WATER T =421.01I o DOG. / / ' o , / VALVE LIMITS OF W 1 f `: •• I IN= 412.00 E'OHT 425 i / / DISTUR8,4 CE I / 1 OUT= 411.75 Im -' - 430 ._ UNDERGROUND _.... /a SEPTiC..TANK / / •0 1 J I .•CL / (APPROXIMATE o LOCATION) / S r\ I GL ANAN JI GT _75 1 D I _100, I C4 "CEDAR / I / x ° OHT r Q:DOG. / 4 / / - - - JGFX CONC. ZZ o BRUSH .. S 1 c VGE LfNE ESM'T. 7 • DI / 1 .OHT /j ASPHALT B. 1 139, p 58 — +` v ° SMALL TR EES VEPCO ELEC. I4HT - / 8 WL2 SMALL TREES 420 D B 286, - /P9 332w / 240 U ---- -_ .. CRASS ( ( n n - _-- `--- --- OHE OH v v I SMALL TREES 42 ENTEL p`) v cO _ GRAn - D:B.TE 139ESPgT578 l U)C O OHTa N -- 17 GRASS 4 AL * a 18 4 \ " n GALE: 1 O gg j W Z Z Wawa U)N 22 n°C-4 ar N C4 t9 SRC Z N BY: 0 N W N W Z PROJECT NO. w0 t 5 0) Z ESC- W ZwM p_ tn I >N Z wWLL 4t J 0 j wv 0 O <E V ODD00 DRAWN BY: SRC CHECKED BY: SRC DATE: 9/17/07 PROJECT NO. YY'PY SHEET ESC-3 U ra, od >J I- =,1*p%cWe* .. ap L NOTE: LOW MAINTENANCE GROUND Plant List 1. u•+r••+ w +-u>< mtlr ew w> > Ti N" 83 COVER (MULCH) REQUID ON ALL A • ft COf"11On N'm° Calpw &W Comments 10-YR Toros Omn y Onshe Carwpy trrtefor Onstle SLOPES CANOPY: shown on CanopyTTHAN,S EEPER :1. / o and o a„, ,opy ot,, Canopy 10 L000onwdVpeafproeikub$6 \ I I TREES , MIR 10 520 plt Mee wm* orw; I \ `' FP F " 1Mglwad tx Idrrrlali IuynMwl tM IiMih oFdwing O , raodrlils Graven Ash 3 1R SWN central 742 6 6 4,452 62. 4 452tn1vk +r+d Mil be nkwk l wilt pigs gip ibbm d o yyihi domI via W to gp AM.IN flex x'Naie R Stevens' ns' NMis SNvens B' min Full b roadsr 44 10 6 264 3 132o >a+i41E abdl bypn mlil br iwe 11 hn bus ' I ad in oppR` tiY Ccaely ]ferpgaor• - -p JV J klfarla Easlsm Red Cedar 8' min RA to 16 8 2 32 1 / SauDer W min 145 2 2 290 YJ 71st p nn n mamm sheA ho nwwwa i xis the «mart cn moo. PA Pkftm werfolY London Pla mb ee 31)2" St" oer&d 479 7 3 1,437 1 v c rod 36MW urft=*uWMaud4ft"iadudioa suit "aW be > widen a* d ur uawr \' \ I I OP Qusncus pouattrus Pin Oak 3 1,2" Stwg oer&W 471 8 8 3,768 8 479 roadsr 768 t j i _ L.JJJ mus americarra Arnsrican Elm 3,Uk 3 112 " 35' on center 535 7 7 3,745s l o SHRUBS v F FolheMft gardenia Dwarf Falhergft 5 pal. Mktli yun 36" 3 13 13 39 a 1 P4 i';,. we.vwl nriQdwiUin loo ar wn.. di pk«..rti..r lut".arwc / l MUL \ 7 \ MULCH FM Harnamelis x irllermedis Arnold's Promise 5 pal. Mrtkmtxn 36" 14 0 03IN / Amotd's Promise' 1MlchhsmslT AMU , be nMurd within 100 rrl cruaa erhw» w b. aw+ad. 3 1 P -- i7` JV HI \ 2 AG ( Ic Ilexcomud'CarM*W CarismHoly m36" 59W. Mk*n 14 138 138 1,932 moo \ Ih rn PL PnxNls Istxooem;tsus Schap Laurel 5 gaff. LINrrimtxn 36" 10 144 107 1,070x19oa tpo rtiMinaA wiMti+ Io lfacc of •pacprod hrildi»e ar8oadinj.aaawiojr w1nN be pnaloari byr fanoiag. VALVE he WATER - r RS Rhododendron app. Rhododendron 5fll.rlwlt biin pWoe prod +iYW bt iwp.nwdl tur 6r CsMrq!)' lmrpe peiur w ar ro6nedga IN I • , • • • _ gal. Minimum 36" 10 14 14 140 f. •!Io*Wdir REA WL Ergnna toga maw ho nYpd.il4ie fie ehiua M a face L bo wed, o¢ ..m rar.hn m pmeleorl+Ind aaon. lg1l 1 P 18,209 9,351aman+c+ppnnvcl. whon w pwintl Imal aouar br k -wood *2Lbk dw **im s b" to be wrok r tM wilt 44 be Wmidect old g morbuawo 6" lEoWtntireedrt+opinrwtl: E - - 0 IMltar w ogtoned whim W.Batik rcW0I it "to &wp w fir eww hm flip ku*g erbm a pooliw t tc s L - D. 135, P 0 uatdarY lapr twe aiwfl br wnitined ma d4waatiw whom it is thol:aoioy booabigl will daalocy rwtbrnrra. I I ---t - lE O hvWivh apai rL.0 be ON hrl iur m noI* the A=d dandy. N l 1 \ S pl I CANOPY CALCULATION la.aawa«.. aMlt b. u...a inlmwiold bypwd+r, Mnhwtk+n ar mlNr m tl. n,o weasby a nu apaWlar. CH 1 TOTAL SITE AREA: 2- 2 Air- 3ETREECANOPYREQUIRED10%rIT 15T= MMIA rrs> Il 'SKetaNgrouzvTOCObNMWtrs 7s c*rr ACTOlot UnCo:V9z AT10 I • __— _ ! J I 0 OS D LAN TING CANOPY: 0.22 AC IEN Q42 AC 2011 SFII1>ff` PL r>rwrn ISIOxA MATT' I INTERIOR CANOPY CALCULATION CANOPY REQUIRED 4 CONIRAG"f riHllt:l%""81CrAArUIKL PROPOSED CANOPY: t rla - Op j _ yI / j / / 0 i - 0.21 AC mum Pao I Of 1 Now 2 PARKING CALCULATION: PARKING LOT TREES REQUIRED: 10 PROPOSED: 22o L \ 2 i " " STREET TREE CALCULATION:RS 3 U A S 3 I / / STREET TREES REQUIRED: 1 TREE 35 FT. OF PLANTER FR 1 LENGTH OF PLANTERS ALONG FRONT FRONTAGE AGE = 240 L.F. c3 'UCTN r - - \ \ I C 240 L.F. 35 FT = 7 STREET TREES REQUIREDPLANr \ SS - _ 1 PROPOSED: / 7 STREET TREES PROVIDED w ) X11 •NOTES: 0 I \ \ X ' ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND MAINTAINED AT, MATURE HEIGHT; THE TOPPINGS OF w \ — TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNEDl (gipV) \ \ \ -- ` a —- " J / MINIMA Yi P A LL AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE 0 ftftaft / - 2 Qp LANDSCAPING SHOWN ON THE PLAN WILL BE REQUIRED TO BE IN EXCESS OF o 1 = \ \ - ' THE MINIMUM REQUIREMENTS OF THE ARB GUIDELINES AND /OR THE ZONING c 0 CA \\ 1 MS _ o /` ORDINANCE TO COMPENSATE FOR THE NEGATIVE VISUAL IMPACT OF THE y ` 4 7 S \ 1 \ - p , , q 1 PROPOSED USE, INCLUDING BUT NOT LIMITED TO THE USE OF LARGER CALIPER TREES, ADDITIONAL EVERGREEN SHRUBS AND CONTINUOUS INTERIOR PLANTING1A / , • ISLANDS 1 1/ X 20 INGRES G ` -' ` °r - GENERAL LANDSCAPE REQUIREMENTS 1 _ _RE I 409 T S 1 EASE / 1 n • / 1. SUBMIT PLANTING SCHEDULE SHOWING COORDINATION OF NORMAL PLANTING TIMES WIx • - TH CONSTRUCTION SCHEDULE FOR OTHER (RELATED) WORK. 2. LAYOUT AREAS OF PLANTING AND LOCATION OF EACH MAJOR PLANT, FOR REVIEWBYARCHITECTPRIORTOSTARTOFPLAN 74 IC 3. PLANT SIZE AND QUALITY: PROVIDE SIZES OF PLANTS AS SHOWN OR 410 j / : G 3 UA / FOR SHAPE AND FQUALN Y TO ANSI 260.1 "AMERICAN STANDARD FOR NURSERY STOCK" I /FIG cyc I - • 4. FURNISH BALLED AND BURLAPPED ftB) SHRUBS, EXCEPT CONTAINER —GROWN PLANTS MAY BE FURNISHED IF INDICATE 260.1. SIZE IS BELOW LIMIT ESTABLISHED IN ANSI c I - 1 / / 5. FURNISH GROUND COVER PLANTS IN REMOVABLE CONTAINERS OR INTEGRAL PEAT OHE ' i / / POTS. I / 6. WARRANTY LAWNS, THROUGH SPECIFIED LAWN MAINTENANCE PERIOD AND UNTIL4FIGm / FINAL ACCEPTANCE. o CO _ - / 7. WARRANTY PLANTS, SHRUBS AND TREES FOR A PERIOD OF ONE YEAR AGAINST 0 • G DEATH AND UNHEALTHY CONDITION, EXCEPT AS MAY RESULT FROM NEGLECT BY I Y / I = OWNER, DAMAGE BY OTHERS, AND UNUSUAL PHENOMENABE INSTALLER'S 1 a O a a • o AG CONTROL. REPLACE AT OPTIMUM PLANTING TIME. 8. PROVIDE TOPSOIL TO SUPPLEMENT THAT (IF ANY) SHOWN AS AVAILABLE FOR c \ 0 REUSE AT SITE. PROVED CLEAN, FERTILE, FRIABLE, NATURAL LOAM OBTAINED FROM A o LOCAL, WELL DRAINED SOURCE. I / / 9. PROVIDE FERTILIZER, HUMUS AND OTHER SOIL AMENDMENTS OF A TYPE WHICH1 Iy • I / ARE KNOWN TO IMPROVE PH CONDITION OF SOIL FOR PARTICULAR PLANT MATERIAL TOcI - ? I / / BE PLANTED. MIX PEAT HUMUS (FS Q -P -166) WITH TOPSOIL IN THE RATIO OF 1:3 I L FOR USE IN PLANTING. FOR BASIS OF QUANTITY, ASSUME TOPSOIL WHICH HAS NOT BEEN STRIPPED II1\ 1 S 4 IN DEPTH. y EM Q° WL • p' / 10. FERTILIZE TOPSOIL FOR PLANTING TREES, SHRUBS AND GROUND COVER WITH Ao 1 - 5 -10 -5 (5% NITROGEN, 10% PHOSPHORUS AND 5% POTASH) COMMERCIAL FERTILIZER, / CO - APPLIED AND MIXED AT RATE OF NOT LESS THAN 0.25 LBS. PER CU. FT. OF SOIL ANDo -1 A 1 - HUMUS. 1 - 11. FERTILIZE TOPSOIL FOR PLANTING GRASS NTH AHIGH-NITROV. GEN CONTENT COMMERCIAL FERTILIZER L CONTAINING 4% PHOSPHORUS, 2% POTASH AND NITROGEN IN SUPPLY NOT LESS THAN 10 LBS OF ACTUAL NITROGENEXWATERp1000SQ. FT AREA. I I PER 0 VALVE / I 425 _ 1 L, % / - PLANTING SHRUBS. I 1 12. EXCAVATE PITS OR TRENCH TO 1-1/2 TIME DIAMETER OF BALLS R CONTAINERS SPREAD OF ROOTS AND 3" DEEPER THAN REQUIRED FOR , A,S I j /POSITIONING T PROPER HEIGHT. LIGHTLY COMPACT A LAYER OF TOPSOIL IN BOTTOMn WITHIBEFOREPLACINGPLANTS. BACKFILL AROUND PLANTS TOPSOIL, COMPACTED TOU / ` -_ ' I / ELIMINATE VOIDS AND AIR POCKETS. WATER THOROUGHLY AS LAYERS ARE PLACED.i _ 1 2 GL FORM GRADE SLIGHTLY DISHED, AND BERMED AT EDGES OF EXCAVATION. APPLY 2" MULCH OF PEAT, STRAW OR OTHER RECOGNIZED ORGANIC PLANTING MULCH.E,OHT 13. PRUNE SHRUBS TO REMOVE DAMAGED BRANCHES, IMPROVE NATURAL SHAPE THINo 1 "D"DOG. _ ° ,. ' C i OUT STRUCTURE AND REMOVE NOT MORE THAN 15% OF BRANCHES.A22 ` n I / , PLANTING GROUND COVER: 14. TILL SOIL TO DEPTH OF 8" IN AREAS WHERE TOPSOIL HAS NOT BEEN STRIPPED. 1727 LINE ESM'T. _• --. ° 1 15. LOOSEN SUBGRADE TO DEPTH OF 4" IN AREAS WHERE TOPSOIL HAS BEENPg388 , 139, P 578 e _ e - j STRIPPED, AND SPREAD TOPSOIL TO DEPTH OF 4 ", EXCEPT AS OTHERWISE INDICATED. M LPL -. TR ' -_ _ - _ l A EE - ! 16. SPACE PLANTS 2' -0" APART BOTH WAYS, EXCEPT AS OTHERWISE INDICATED. DIG HOLES LARGE ENOUGH TO ALLOW FOR SPREADING OF ROOTS. COMPACT BACKFILL TOaCIA VEP£f,- ELfC _ - ELIMINATE VOIDS, AND LEAVE GRADE SLIGHTLY DISHlamT _ 4.?5 —- -_ _ D B ?$ u . _ - - -- I AT EACH PLANT. WATER B p /, THOROUGHLY. APPLY 2" MULCH OF SHREDDED HARDWOOD, BARK CHIPS, PEAT, STRAW424 L, PLAN ABOVE MULCHNIC PLANTI NG MULCH OVER ENTIRE PLANTING BED, LIFTING 17. DURING PERIODS OF HOT SUN AND WIND AT TIME OF PLANTING, PROVIDEPROTECTIVECOVERFORSEVERALDAYS.RAPH SC L tJ _ - _ _ __ _ ---= __-- , - HE,OH __--- _ -- SMALL_, TREiES'm o so o \ \' - - C - 42 % CEN TEL. ESMT AN CAPE MAINZ i I TENANCE:E'_ oL- -.- IIo-a. 139, 9 8 WI 1 P 5 - - --7 / I 18. MAINTAIN LANDSCAPE WORK FOR A PERIOD OF 60 DAYS IMMEDIATELY FOLLOWINGpus.= .Ex: -- _- IN P'E!s'P - - - - I WEEDING, CULTIVATING, RESTORATION OF GRADE„ WORK. INCLUDE WATERING, t PRUNING SHRUBS, PROTECTION FROM J J ' INSECTS AND DISEASES, FERTILIZING AND SIMILAR OPERATIONS AS NEEDED TO ENSURE 1 inch !k \ U `` 1 rl NORMAL GROWTH AND GOOD HEALTH FOR LIVE PLANT MATERIAL. Z Z N a Q 0) N O W Q Z W Z W0 Z r W ZWM OJM U1 N Z V) ,q LL M Q LL J O .. WafU 0 O <E V OODUO1 LL Uj uj TE f Q 0 0 0 g 00u I z u u z Cf. u UJI w a z 0 a Z 0 a Z 0 N ip 0 • z U) 2 A 2 U W W Q O a n n O n O N cq iz IA ca ` x z J W Y¢° co Q j 0 Z J a LL Q O U Q J DRAWN BY: SRC CHECKED BY: SRC DATE: 9/17/07 PROJECT NO. SHEET LL -1 n u gE :,:uj 0 guz117- Ituu> L cC oC nr IW6 it Wa 0 WWW 222 c ac oc cc 1 0 l It'C6 Z N a Q 0) N W W Q Z W Z W0 Z r W ZWM OJM U1 N Z V) ,q LL M LL J O .. WafU 0 O <E V OODUO1LL DRAWN BY: SRC CHECKED BY: SRC DATE: 9/17/07 PROJECT NO. SHEET LL -1 n u gE :,:uj 0 guz117- Ituu> L cC oC nr IW6 it Wa 0 WWW 222 c ac oc cc 1 0 l It'C6 r. N.T.S. NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. 2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 3. DO NOT ALLOW AIR POCKETS TO FORM WHILE BACKFILLING. 4. IMMEDIATELY SOAK PLANT WITH WATER. 5. SEE IRRIGATION PLANS /DETAILS /SPECIFICAT IONS AS I HIEY RELATE TO THIS INSTALLATION. BACKFILL TO TERMINATE AT TOP OUTSIDE LIMITS OF ROOTBALL ADD MULCH OVERTOP OF ROOTBALL AND PLANTING PIT LIMITS, BEGINNING AT NO MORE THAN 1" DEPTH AT TRUNK AND TAPERING UP TO A DEPTH OF 3" AT PLANTING PIT LIMITS. THEN TAPER TO PROPOSED fINISHED GRADE 1' VAR) S GUYING DETAIL CON GP T O IT PIT U SIDE SPECIMEN SHRUB tAS SPECIFIED ON F__ DRAWINGS) ` TRENCH EDGE AROUND ENTIRE AREA TO BE N \/ •-: ; ;; . • /f -' ''•" ROOTBALLr - R TO TREE KING DETAIL l MULCI IED PACT EXCAVATED SOIL FORM ROOTBALL PIT DOWNHILL SIDE OF TREE NCH EDGE AROUND RE AREA TO BE DoHED FR TO ROOTBALL PIT AIL 2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT TREE PLANTING t SECTION N.T.S. REFER TO AOv I vnLL ri 1 DETAIL SHRUB PLANTING SECTION N.T.S. CUT AWAY ALL WIRE BASKETS AND /OR NON - BIODEGRADABLE ROOTBALL WRAPPING AFTER FINAL TREE PLACEMENT. BURLAP ROOTBALL WRAPPING TO BE UNTIED FROM TRUNK AND CUT AWAY TO A POINT AT LEAST 1/2 DISTANCE DOWN ROOTBALL. SCARIFY BASE OF PLANT PIT WHEN EXCAVATING PIT: BREAK THROUGH AND LOOSEN All HARDPAN (REMOVE AS NECESSARY TO FACILITATE DRAINAGE) j--- -- REFER TO TREE STAKING DETAIL. BACKFILL WITH CULTIVATED, ORIGINAL SOIL FROM PLANT PIT EXCAVATION IF LOOSE. IF EXCAVATED MATERIAL IS NOT LOOSE, SUBSTITUTE WITH ACCEPTABLE TOPSOIL MATERIAL. AMEND BACKFILL PER SPECIFICATIONS. COMPACT DACKFILL IN LIFTS BY FOOT, WATER THROUGHLY AT 1/2 DEPTH. RETURN AND COMPACT LOOSE EXCAVATED MATERIAL TO PLANT PIT TO ESTABLISHED PROPER DEPTH PRIOR TO PLANT PLACEMENT NOTES: 1. NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATION WHERE SOIL CHARACTERISTICS ARE NOT AGREE - ABLE TO THESE PI ANTWri CRITFRIA -OR WHFRF- CONDITIONS -RAISE CONCERNS -IN TERMS OF PLANT SURVIVABILITY OR WARRANTY. 2. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY. OR INCURRED DURING. PLANTING PROCESS- RWTBAL"L PIT LWW SECTION 0 v fA3 0 c 0 c v c0 r v a c 0 0 c 3 v U 3v0 au 0 c av E cv 0 Z Y_ wW Z 6 Z W N Z JJ O U O a0 a Ux s 0 E 0 0 UOU)hv cv V) cv n U) L 0 c yc0 U c a REFER TO TREE STAKING DETAIL TRENCH EDGE AROUND ENTIRE AREA TO BE MULCHED REFER TO ROOTBALL PIT DETAIL ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND 2. SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPC ARCI IITCCT. TREE Pl SECTION V cOU O v c0 d C v c 0 U VC N NOy v r 3 z O F__ IL zU W W ui V! W UOO z z g O w OVO Z U U Z oC 0 w CC a W a U)a a a z z z QJ Z+w w Pe O O O Iz IA VA. 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Statistical Area Summary f r Avg Max Min Avg /Min Max /Min INSIDE LOT 7.47 1N/aAr17 0.1 74.70 U6ils4+fp1 NNW" ftft 32000 32000 32000 1.000 1.000 1.000 a elcaw4'1wlsb.} W irli Il 1RJff 419141110J11+1f:K tJi Q- {fMM }r} tt1S£ C191f1> ON+tEf ftfir9.i: G. Ul :1T 1111 "' 3N+1!'KJ11S tr.`14 X1 nt/itiC 41100.5 458 Z O W O W yt- .AiMrlrf/•lalarAlyl riarm tN*1 MW PuildN6alr A Ffle7te A u wxs ac. w . xz= calm 1 A P40NM I ran I lYXW Lei IMMIX W. 6011"N A NOTE: I1ZYU ROTATED REFLECTOR NOTE: Reflector MUST be field rotated by the CONTRACTOR to correspond with the direction indicated by the arrows on this layout. EXAMPLE OF DIRECTIONAL ARROW ALL FIXTURES SHALL BE BRONZE IN COLOR CHALLENGER CHALLENGER WALL SCONCE NOTE: ALL LENES FOR THE PROPOSED LIGHT FIXTURES SHALL BE FLAT LENS TO ENSURE FULL CUT -OFF. INITIAL FOOTCANDLE LEVELS AT GRADE. Statistical Area Summary Label Avg Max Min Avg /Min Max /Min INSIDE LOT 7.47 23.3 0.1 74.70 233.00 ALL 18' POLES TO BE MOUNTED ON CONRETE PEDESTALS 2' ABOVE GRADE, FOR A TOTAL MOUNTING HEIGHT of 20'. Luminaire Schedule Symbol Qty Label Arrangement Lumens LLF Description Watts IV" M' -e a H'I x v :! 6 6 3 A C D D180 ROTATED SINGLE D180 32000 32000 32000 1.000 1.000 1.000 CHH -FT- 400- MH- F- HSS -18 CHH -FT- 400- MH -F -18 CHH -5- 400- WH -F -18 458 458 458 111Nnum I+lui1118MinN 7 W SINGLE 32000 1.000 CHWM -FT- 400- MHR -F -18' MH 458 Z 0 30 Mf111 Bo 70 1 tell m Weft F Rat boar fraeec 1>Ip 740 iD - atarnaPIk - a 100 4- 34N Cft it WA &vMlr %ft 00" Aldwy rw inlay WdH* lint Oil6m•IV" M' -e a H'I x v :! 3 Tiw w IntA Srav 1w 1014th* ar*v rpddi (64 AaaNary allli+e Y11aA111111rAI Fag 7016 &wV slaualr Xvzkv w -CIDW V III 11W z H z f 111Nnum I+lui1118MinNatoned1Ftoalallsc a 32 U U U SIB Vs* al dum Z O W O W U cc riarm tN*1 MW to W a O a O a O M15v WW - N4N WemA z it 21, 42 Wka IPO 4 W Q Q O O O O SW 110 Nddo n 1!460 GIN IA 1 z Y W U C0 a a 44 Z O z in J U) Uj MW -- mow "4* Radmow Ln J_ Q W W 0 O 1"-w4 plod M•Splllan J z LL 0 1 4P rtlCualw t CrL g - Cualoael r ral.lfr 37 D Ft'C lirt"'di J 70 CfLT laollM Z LL 0 W N W N Z Q Z WI Z >o) W LAM Z_Ul 05NZWw11 J U. J W w NULi.0 oQLLV0000 DRAWN BY: SRC CHECKED BY: SRC DATE: 9/17/07 PROJECT NO. SHEET LL -4 DIALLEMe WALL $COI LIIMgMIK WK11NMY WOIIMAMN glplri g N1 FT Th" 30 Mf111 Bo 70 1 tell m Weft F Rat boar fraeec 1>Ip 740 iD - atarnaPIk - WW - Wl1M Windt 100 4- 34N Cft it WA &vMlr %ft 00" Aldwy rw inlay WdH* lint Oil6m•IV" M' -e a H'I x v :! 3 Tiw w IntA Srav 1w 1014th* ar*v rpddi (64 AaaNary allli+e Y11aA111111rAI Fag 7016 &wV slaualr Xvzkv w -CIDWars1nial.ae ateol,ol ip aalaa 11W 39.70:1001158 Wit Er oF46r1lfw;laaralrrlorwicai 7 111Nnum I+lui1118MinNatoned1Ftoalallsc a 32 GH urreeOaM Ml6a F peer UE - UriM M SIB Vs* al dum 42 Or P -cR Iauro1ca11 r=WD , 4P tPC Aleer rlyat 277Y 5Aie0klsa riarm tN*1 MW3P, ft l poke 1e"M15v WW - N4N WemA m L'""d Nue a"d 21, 42 Wka IPO 4 104 9 46 2be WON) lSAiII PulaeS6lrt MuY lMNdr F Rat Oat Throw 40 PlliNf art Moto! 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