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HomeMy WebLinkAboutSDP200800113 Plan - Approved 2008-12-31FINAL SITE PLAN HOLLYMEAD TOWN CENTER -/-Z/W��A-309 -17-31-62 U w II -111 -as 1.0 /?/ [of 1 �43-1'v AREA Al ALBEMARLE COUNTY, VIRGINIA TM 32 PARCEL 44 ZMA 2005.015 SP 2005-27 Cl C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 — COVER SHEET — NOTES, ABBREVIATIONS AND LEGEND — OVERALL PLAN — EXISTING CONDITIONS/DEMO PLAN AND GREENWAY PLAN - SITE PLAN (1 OF 2) - SITE PLAN (2 OF 2) - GRADING PLAN (1 OF 2) - GRADING PLAN (2 OF 2) - STORM SEWER PROFILES (1 OF 2) - STORM SEWER PROFILES AND CALCULATIONS (2 OF 2) - STORM AND SANITARY SEWER PROFILES - WATERLINE PROFILES C1 5 — C16 — C17 - C18 - C19 — C20 — LANDSCAPE PLAN (1 OF 2) LANDSCAPE PLAN (2 OF 2) LANDSCAPE DETAILS SITE LIGHTING PLAN PAVEM NT STRIPING AND SIGNAGE PLAN DETAIL DETAIL STORM SEWER DRAINAGE AREAS U � O z Lyu nn �r n� • v10� l M lo p -'e os pXIOr�t � F o � U Lic. No. 22869 A 4 IZ�3o.; w w x 0 u DDR PROJECT NO: 08.01 INDEX TITLE: C1 SHEET NO: 1 OF 20 DATE: 07-14-2008 z w � z � w z 0 � � w p a W Q � w W a �x Q U o Q W_ x w w x 0 u DDR PROJECT NO: 08.01 INDEX TITLE: C1 SHEET NO: 1 OF 20 DATE: 07-14-2008 SITE DATA & GENERAL NOTES SiTE DATA 9111111OL HI AW.RSITION ONOP, LLC 126 GAR ETT STREET CHARLOTTESVILLE. VA 22902 (434) 531-9927 DF F1 roto- OCTAGON PARTNERS 125 GAR ETT STREET CHARLOTTESVILLE. VA 22902 (434) 977 -TM 1 EG EEEENE E• TAX MAP 32 PARCELS 42A, A PORTION O 44 AND A PORTION O 4 AND TAX MAP 46 PARCEL 5 SOURCE O TTL FOR ALL PARCEL DEED BOO( 3009 PAGE 96 MBfiSTERAl DISTRICT, RD mlc+s� OF�+8� ARY,• SURVEY, SURVEY BY RVANNA DOURK k ""K PLC SOURCE OF TGEOGANY: AERIAL SURVEY PERFORMED BY LOUISA AERIAL SURVEYS ON 05/07. DATUM: NAYD66 THIS PROPERTY IS LOCATED N ZONE X AS 9H00 ON FEDERAL EMERGENCY MANAGELENT AGENCY. -FLOOD WSURANLE RAT: MM WMEk 510005 PANEL 040 SUFFIX D, DATED: FEBRUARY 4, 2005 ODD&Lkws 1 N 751 E1714.1120102 ELEV-491.64 2 013010.22436 E181265054 E1EV-490397 TE&M SGIRCE: ALBEIA9E COUNTY SERVICE AUTHORITY SE'i83HWCE: ALA MARLS COUNTY SERVICE AUTHORITY 12M POMC (ZONA 2005-015 AND SP 2005-27) SEMIEWL TOLWCIENTA GREW PUBLIC ROW MEETING STREET PUBUC ROAD BUILDING OT le PARKING 10' /C SDE YARD NONE NONE REAR YARD NONE NOTE THE WMN YARD AND ROM REOUIEMENTS SET FORTH N SECTION 21.7 STALL APPLY TO THE PEIRKTER OF THIS DISTRICT IBDER� BLiLER, 1W FROM PORTIONS O POWELL GREEK MEE&EJW BLIDW HE1fNT 50' NTH MAXIMUM O 3 STORES FACING STREET CURRENT USE VACANT EMEMELUI MIXED USE RETAIL/OFF(E EStralED GE EIPLOYPF4 450 PAma�r. assnXr. SPACES REWIRED: SPACES PROVIDED. HANDICAP 22 (BASED ON 1,150 TOTAL SPACES) 28 RED" (252127 SF/I00Or4.5 - 1.135 SPACES 1,150 TOTAL SPACES LOADING 13 13 LANLS&X L PRE -DEVELOPMENT POST -DEVELOPMENT BUILD NQS) 0 ACRES O% 4.85 ACES (211,766 SF) 129% PAVED 0 ACRES O% 9.37 ACMES (408157.2 SF) 24.9% OXEN 37.68 ACRES (1,641,106.41 S.F.)100% 23.46 AGES (1,021,917.5 S.F) 1112% TOTAL 37.58 ACRES (1,641,108.41 SF.) RAI 37.68 ARES (1,641.3409 S.F.) 1111111 TOTAL IMPERNp1S AREA = 519,423 SF TOTAL PAVED PARKING AND TRAWLWAY AREA . 375,757 SE CONTRACTOR'S COORDINATION RESPONSIBILITIES 1. THE CONTRACTOR IS REWIRED TO OBTAIN ANY/AL PERMITS REWNED FOR CONST LCTKM O THESE PUNS 1 ANY TIME WORK IS PERFORMED OF-STE OR WITHIN NI DM70G EASEMENT, 1 E CONTRACTOR IS TO NOTIFY THE HOLDER O SAID EASEMENT AS TO THE NATFE OF PROPOSED ION AND TO FOLLOW ANY GUDULNES OR STANDARDS *OCH ARE ASSOCIATED WITH OR REFERENCED N THE RECORDED EASEMENT. 3. THE CONTRACTOR IS TO DECK THAT ALL EASEMENTS, U77M O PUMS9OU ETC. ARE RCWM/OBTAINED PIM TO THE START O ANY WXSIRLCTION. 4. CNTRACM TO WENTY ALL SITE RAMS AND PROFILES AND DETAILS FOR CORMTENCY AND IF CONFLICTS EXISTS CONTACT DICKER FOR CLARIFICATION AND/OR DIRECTION. NTEtPRETATON GEMWO BY CONTRACTOR SIAL SE DOE AT /IS/NER OWN RISK. S THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION O ALL EASIING UTILITIES N CMIJCT WTH PRO -050 WOW HAS BEEN Cmkm W -MM UTUTY POLES. 8 CONTRACTOR SIAL COMPLY NM MOVED AND TREE PRESERVATION SIGNAGE REX.MED BY AUBEMNR E COUNTY CODE. 7. CONTRACTOR 94ALL NOT RELY SOLELY ON ELECTRON: VERSIONS O PUNS SPECIFICATIONS, AND DATA EWES THAT ARE ORTAKO FROM THE DESIGNERS. BUT STALL VERIFY LOCATION O PROJECT FEATURES N ACCORDANCE MTH THE PAPER COPIES OF THE PLANS AND SPECFiCATKINS THAT ARE SUPPLIED AS PART O TE CONTRACT DOQAERS 8 CONTRACTOR SHALL COMPLY MIH ALL WETINLI PERMIT REWFE1 EtM IF A PERMIT E ISM I CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON RUNS) IIIOUOING. BUT NOT UNITED TO, ALL UTILITIES, STORM "AGE. SIGNS TRAFFIC SIGNALS k POKES, ETC AS REGARD. ALL WORK SIAL BE N ACCORDANCE NTH 074MM AUTHORITIES' REQUIREMENTS AND PROJECT STEWO K SPECIFICATIONS AND SHALL BE APPROVED BY SUCH, ALL COSTS SIAL B I NLDED N BASE BD. 10. CONTRACTOR SIAL CONTROL STORIWATER RIMIFF DLRK CONSTRUCTION TD PREVENT CAM IMPACTS TO OFF STE AREAS AND SMALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES IF ANY, AT NO COST TO ONEt. 11. THIS PROJECT DISTURBS MORE THAN ONE ACRE O LAND AND FAILS WITHIN THE VIRGINIA SMWOTR MANAGEMENT PROGRAM (VSIP), GENERAL CONSTRUCTION PERMIT (OP) PROGRAM AS ADMNSTEIED BY TE VIRGINIA OEPAR11ENT OR CONSERVATION AND RECREATION (DOR) UNDER TIRE :AASIGIVI0N OF TIE EPA PRIOR TO THE START OF COMMMM, THE CONTRACTOR SHALL FEE A GOP NOTE OF INTENT NTH THE OCR AND PREPARE A ST MWATER PRE1fMTON PLAN N ACCORDANCE NTH THE VSMP REGULATIONS. 12. CONTRACTOR SIAL COODMAR NRH ALL UTUTY COMPANIES FOR INSTALLATION WANEEMTS AND SPECIIGTON& la CONTRACTOR SHALL BE RE"SOBE FOR SITE SECURITY AND JIB SAFETY. CONSTRUCTION ACTNTCS SHALL BE N ACCORDANCE WITH (BHA STANDARDS AND LOCAL REDJWAOTS 14. CONTRACTOR SHALL DOSE OF DEMOUDON DEBRIS IN AC=IRIANE NTH APPLICABLE FEDERAL, STAT: AND LOLL REGULATIONS. WRANCES AMC STATUTES 15. OWN UTILITIES STALL B TERMINATED, UNLESS OIHU MSE MOVED, N CONFORMANCE NTH LOCAL, STAR AND INDVDUAL UTUTY COMPANY STANDARDS SPECIFICATION& AND DETAILS. THE CONTRACTOR SHALL CXXXDNAIE UIUTY SERVICE DI ==CTS NTH THE UNITY REPRESENTATIVES. GENERAL WATER M4 SEWER CONDITIONS 1. WORK SHALL B SUBJECT TO INSPECTION BY ALBEMAR E COUNTY SERVICE AUTHORITY INSPECTORS THE CONTRACTOR WILL B REWOkSM FOR NOTIFYING THE ROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2 THE LOCATION OF EXISTING UHLTES ACROSS THE LINE OF THE PROPOSED WOR ARE NOT FECESSMEY 94OWN ON THE RAMS AND WIFE SHOWN. ARE ONLY APPROXIMATELY C MKCT. THE CONTRACTOR SHALL. ON HIS 00 NTIAM LOCATE ALL U )VtGAOUD LIES AND STRUCTURES AS NECESSARY. 3 ALL MATERIALS AND OXISTRUCI%N SHALL COMPLY NTH THE CURRENT EDITION O THE GEERAL WATER AND SEPAL COSTRUC710N SPECIFICATIONS AS ADOPTED BY THE AIBEURE COUNTY SERWCE AUTHORITY. 4. DATA FOR ALL ELEVATIONS SHOWN N NATIONAL GEODETIC SURVEY. S THE CONTRACTOR SHALL B RFM'MU FOR NOTTING *11195 UTUTr (1-800-552-7001). 8 ALL WATER AND SERER PIPES SHALL HAVE A WWJM OF 3 FEET O COVER MEASURED FROM THE TOP O PEE, OVER 11E CENIEAINE O PIFE THIS WCLUDFS ALL FIE HYDRANT LIVES, SERVICE LATERALS AND WATER LUES ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO RE LOCATED OUTSIDE O ROADSIDE DITCHES 8 VALVES ON DEADOD UES SHALL B ROOOED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE OHMIC A FU LW EXTENSION OF THE UNE. GENERAL UTILITY NOTES 1. CONTACT MISS UTILITY AT 1(BW)552-7001 46 HOURS PRIOR TO ANY GRADING OR MGM TO HAW UNDERGROUND U111L1TIE5 MARRED. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFOINAIOH PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PPE AD BMW TO His OWN SATISFACTION. 2 THE LOCATIONS, SIZES, AND TYPES OF DOSING UTILITIES IOW BEEN TAKEN FROM AVAILABLE RECORDS AND ARE SHOWN AS AN APPROXIMATE REPRESENTATION ONLY. THE DIMER OR I1S REPRESENTATIVE(S) HAW NOT FOEIIFMOENTLY WARD MS INFORMATION AS 9DM ON THE PLANS THE UTUTY INFORMATION 94M DOES NOT GUARANTEE THE ACTUAL EXISTENCE, SERVICEABILITY. OR OTHER DATA COMSJBID THE UTUIES, NOR DOES IT GUARANTEE AGAINST THE POSWTY THAT ADOIDI UTILITIES MAY BE PRESENT THAT ARE NOT SHOWN ON THE PLANS PRIOR TO WMMK MATERIALS AND BEMW CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND DEMW THE EXACT LOCATIONS, SIZES AND ELEVATIONS OF THE POINTS OF CONNECTIONS TO EXISTING UTUTES AND, SHALL CONFTRI THAT TIES ARE NO N117FDAD/CE5 MTH EXISTING UTILITIES ANI 7 E PROPOSED UIUTY ROUTES NCIIDING ROUTES WHEN THE PUBLIC ROTS O WAY. 3 WHERE AN COSTING UTILITY IS FOUND TO COFUCT NTH THE PROPOSED WORK, OR EMS/NG CONDITIONS DEFER FROM THOSE 9400 SUCH THAT THE WORK CANNOT BE COMPLETED AS MTaOA THE LOCATION, ELEVATION. N. AD SIZE O THE UTIUTY SHALL BE ACCURATELY DETERMINED NTNUT DELAY BY THE CONTRACTOR, AND THE INFORMATION RAN%C IN WTNG TO THE OWNERS REPRESENTATIVE FON THE RESOLUTION O THE CONUCT CONTRACTOR'S FAILURE TO MOTFY PRIOR TO PERFORM ADNIIOIAL WON RD EASES DINER FROM OLIOATKNS FOR ADDITIONAL PAYMENTS WENN OTHERWISE MAY BE WARRANTED 1D RESOLVE THE CONFLICT. 4. ALL HYDRANT LOCATIONS TO BE APPROVED BY THE ABEYARLF COUNTY SEANCE AUTHORITY (ASCA) PRIOR TO FINAL APPROVAL BY 111E COUNTY AND ARE TO BE MSTADm ACCORDING TO COUNTY STANDARDS, 5. RIM ELEVATIONS FOR STOW AM SEWER MANHOLES, WATER VALVE COVERS GAS GATES ELECTRIC AND TELEPHONE PULL BOXES AID MAMHOES AND OTHER SUCH ITEMS ARE APPROXIMATE AND 94ALL BE SET/WESET AS FOLLOWS A IMPERVIOUS SURFACES: RUST B. PERVIOUS SURFACE MEAS ONE NOR ABOVE 9URMMNG AREA AND TAPER EARTH TO 111E REI ELEVATION. 5. ALL BLASTING REQUIREMENTS TO INSTAL UTILITIES SIAL REWIRE A PERMIT AND SHALL RE PERFORMED IN ACCORDANCE NTH THE ANMAR E COUNTY STANDARDS AID THE PROJECT SPECIFICATIONS. 7. ALL DRAINAGE STIRIICI RE NTERKIR DIAMETERS SHALL BE DET781NED BY THE MANUFACTUER BASED ON THE PIPE C MWICORATKONS SHOWN ON THESE PUNS AND LOCAL MUNICIPAL STANDARDS. THE MNLM MANHOLE ONETER SHALL BE 4 FEET. 6 ALL STORM SEWER BULL BE CONSIRUCTED N ACCORDANCE WITH RIOT SPECIFICATIONS SECTION 302 AND SECTION 232 AND AS SPECIFIED ON THE DRAKES 9, THE CONTRACTOR IS REQUIRED TO PERFORM ALL TESTS REQUIRED BY THE COUNTY OR AFIELARLE COUNTY SERVICE AUTHORITY TO SECLFE ACCEPTANCE OF ALL UTUTII 10 ALL CONCRETE USED N UIUTY CONSTRUCTION 94ALL BE 4000 PSI CMCRETE IN ACCORDANCE NTH YDOT SPECIFICATION SECTION 217. 11, NO PLANTINGS OR SECTION OF OTHER OBSTRUCTIONS SHALL BE MADE WARN FON FEET O ANY FINE HYDRANT. 12 ALL UTILITIES TO D PLACED UNDER EXISTING COUNTY STREETS MUST BE BORED OR JACKED UNLESS SPECIFICALLY APPROVED 074MOK OR NOTED ON THE PLANS 13 WATER METERS SHALL BE LOCATED N AN ACCESSIBLE LDCA71011 AMD 94ALL NOT BE INSTALLED ODER EXISTING PlIeft CLOS: TO OTHER FACILITES, 14. FOR UTILITIES MTALUED UDEN ROADWAYS AD/OR EASEMENTS PLANNED FOR FUTURE ROADWAYS, BACKFILL SHALL BE COVACTED TO NOT LESS THAN 95% O MAXIMUM OEN ESTY; N ACCORDANCE MIN VDOT SPECIFICATIONS SECTIONS 523.03, 302, 30.110 AND 200.02 PER P.F.Y. 15. CONTRACTOR IS TO VERIFY THAT ALL UTILITIES I.E. WATER SEWER, GAS ELECTRIC, TELERIOE. CTB.[ ETC.. ARE M PUCE PROM TO CONSIRLVM O S1mLSE AD/OR PAYING IB THEE REARS AND PROBES AMD ALL THE NEW CONSTRUCTION WITH THIS RAN 94ALL BE N ACCORDANCE NTH THE CUIKNT APPROVED ALBEMARLE COUNTY SERVILE AUTHO6TYS GDOM WATER AND BIER CONSTRUCTION SPECIFICATIONS, AMY AMENDMENTS THEREO AND THE STANDARDS AD SPECIFICATIONS O VOOT. 17. AL WATERUNES AND SANITARY WOUt ES SIAL MAINTAIN A 10 FOOT HORIZONTAL SEPARATION OR, WEN GWSSK le WR7ICAL CLEARANCE (WTSDE EDGE O POE TO (NEW EDGE O PIPE) N ACCORDANCE TO VIRGINIA HEALTH DEPARTMENT STANDARDS. IB PROPOSED UIDEME RFD UTILITIES SXH AS ELECTRON:, 7EERIOIC CAME, AND GAS WHICH SAW THIS FACULTY SHALL BE LOCATED NTH A MMMM 5 FOOT SEPARATION FROM PUBLIC WAID%MS AND SANITARY MM. 19. ELECTRICAL POWER SHALL SE DERIVED FROM BWLING ELECTRICAL PIES TO GENERAL SITE LIGHTING N ACCORDANCE WITH NATIONAL ELECTRIC CODE 20. ALL PIPES IOM AS ROP ON RAMS SHALL BE REINFORCED CONCRETE RPE COFO K TO ASTM C-75, UNLESS INDICATED OTHERWISE ON PLANS. 21. ALL CONDENSATE DRAIN AID OTHER P1.UMWG COMECTMINS ARE TO BE INSTALLED ACCORDING TO SOCA NATIONAL RUNNING CODE 22. EX6TNG MANHOLE FRAMES AND COVERS AND VALVE BOSS AND COVERS TO REMAIN SHALL BE A0151M OR RECONSTRUCTED, AS NECESSARY, TO MATCH FIMCHED GRACES. GENERAL CONSTRUCTION NOTES (PART ONE) 1. PRIOR M My CONSFIRUCTIO1 WTNN ANY COSTING PUBLIC RUNT -OF -WAY, M:UUNG CONNECTION TO ANY EXISTING RDW, A KOUT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VOOT). MS RAN AS DRAM MAY NOT ACOMATELY REFLECT THE REQUIREMENTS OF THE PE EAT. WMEE ANY DISCREPANCIES OCCUR, THE REQUIREMENTS OF THE PERMIT SIAL GOYIDN. 2. AL MAWRIALS AND CM7MJLTIOI M IKON SHALL MFM TO CURRENT SPEWOT06 AMD STANDARDS O MIT UNLESS DIM*% NOTED, 3 EROSION AND SILTATION CONTROL IEASLICS SHALL BE PROVIDED N ACCORDANCE MATH THE APPROVED EROSION CONTROL RAN AND SHALL FE INSTALLED PRION TO ANY CLEAOMG: GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND OSnMD AREAS ARE TO BE FERTILIZED. SEEDED AND MULCHED. 5. THE MAO" ALLOWABLE SLOPE IS 21 (HOIZONTA:WRTICAL). WIHDE REASONABLY OBTAINABLE. IFWR SLOPES O 31 OR BETTER ARE TO BE ACHEYED. 6. PAVED. RP -MP OR STABILIZATION MAT UND DITCH MAY BE REOLM LUNCH N THE 0 -MM O THE COUNTY ENGINEER. 01 DESIONEE, IT IS DEFIED NECESSARY IN ODER TO STABILIZE A DRAINAGE CHANNEL 7. ALL TRAFFIC CONTROL SG/S SHALL COFOM NTH THE VIRGINIA MANUAL FOR UEORM TRAFFIC CONTROL DEVICES B UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL B REINFORCED CONCRETE RPE - CUSS IN. 0. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WTH OSHA STANDARDS FOR 7HE CON1R1Cl1011 1DUSPY (29 SEN PART ion). GENERAL CONSTRUCTION NOTES (PART TWO) L WORK WITHIN THE LOCA. RIGHTS -OF -MAY SHAT CONFORM TO LOCK MINCPAL STANDARDS. WOW WFMN STATE FKHTS-OF-WAY SHALL CXNFOML TO THE LATEST EDITION OF THE `MORA DEPARTMENT O TRANSPORTATION STANDARDS AND SPECIFICATIONS FOR HIGHWAYS AND BRIDGES IUSE SELECT MATERIAL UNDO BUILDINGS AND STRUCTURES USE FELL AND BACEEL MATERAL UNDER PAWN AREAS RUM, SKEWAXS AND OTHER CONCRETE AND PAWD SLWAC S., USE COMMON FILL MATE31AL FOR @FRAC STE GRADING. PLACE MATERIAL IN B' LEIS. 3 COMPACT LAYERS O FELL TO 95 PERCENT BY MODIFIED PROCTOR METHOD PER ASTM 0 1557 BENEATH AND NTN 15 FEET O BUILDINGS AND BY STANDARD PROCTOR 1ETHOD PER ASTM 0 BSB BENEATH AND NTM DETENTION POD EM9~Y% PAVUOTS WADS AID ROW 90ADET15. "X11010 REAS THAT MAY BE USED FON FUTURE CONSIMUCTIW. IN DIM UNPAVED MEAS COMPACT 90 PERMIT BY STANDARD PROCTOR MEDICINE) PER ASTM D M6. IF THE DENSITY O THE ADJACENT SRL IS MORE THAN THE DENSITY SPECIFIED. THEM COMPACT TO A DENSITY NOT LESS THAN THE DENSITY OF THE ADJACENT SOL 4. REAS ON Ma FILL IS TO BE PLACID SHALL B OEAED, MMM. AND SIPPED OF TOPSOIL SOIL MATERIALS SHAL BE FREE OF DEBRIS ROOTS WOW. SCRAP MI VEGETATION, REFUSE, SOFT LN SIOUD PARTDES, AND FROM DELETERIOUS OR OBECTIONAL MATERIALS THE MAXNLN PARTICLE DIAMETER SHALL BE ONE-HALF Tit LFT MOMMA COMMON FLL MATERIAL SHAT BE LIE.AMED SOL MAIETIAL NTN THE OIARACIEIBnR REQUIRED TO COMPACT TO THE SOL DEITY SPECIFIED FOR THE INTENDED LOCATION. BACK ILL AND FELL MATERAL ASTM D 2467. CLASSIFICATION CN. W. ON. GC. SW, SP, SIM: SC WITH A MAXIMUM ASTM D 4318 UWD UNIT O 38 MAMYUM ASTM D 4315 PLASTICITY INDEX O 12 AND MAXIMUM OF 25 PO MT BY PERU PASSING ASTM 0 1140 NO. 200 SERE SELECT MATERIAL ASTM D 2487. CLASSIFICATION GW. GP, SW, SP NTH A MAXIMUM O 10 PERCENT BY WEXIHT PASSING ASTM D 1140 NO. 2DO SIEVE 5. ALL FINISHED GRADI SEEDING AND SODDING SIAL BE DONE N SUCH A MAKER TO PRE L_DE THE POMM O THE WATER ON THE SITE PARTICULARLY ADJACENT TO THE BEDNOS OR STOW INLETS. 0. CUT AND PATCH NOR N EXISTING RBOC STREETS MUST BE POWDUM N ACCORDANCE WITH YOOT AND uBEMAR F COUNTY STANDARDS AND SEEOMATOd 7. ALL EXISTING CURB AND GUTTER ALONG THE FRONTAGE O THIS SITE IN POOR CONOTMCN, OR DAMAGED DURING CONSIR CTIW. SHALL BE REMOVED AND REPLACED TO THE STANDARDS AND SPECIFICATIONS O VOOT Aro ABEMAFIE COUNTY. BIN THE EVENT THAT SUSPECTED CONTAMINATED SEL, MMWMATER AND OTHER MEIXA ARE ENCOUNTERED WIRD DXCAVATIW AND COIISTRUCTION AGITATES BASED ON VISUAL, OLFACTORY. OR ODER EVIDENCE. THE CONTRACTOR SHALL STOP WON N THE MCINTY O THE SUSPECT MATERIAL TO AVOID FINDER 9REABMC O THE MATERIAL, AND SHALL MOTFY THE DIMER VA3XAlnY SO THAT THE APPROPRIATE EMEND ANO RAISED" ACTION CAN B TATE. GENERAL NOTES I. ACCESSIBLE ROUTES. PARKING SPACES, RIPS S IEWALXS AND WAUWAYS SMALL SE Q7NSIPACTED N COWORMINGE NTH THE FEDERAL AMERICANS NTN DISABILITIES ACT AND WTH STATE AND LOCAL LAWS AND REWLATDNS N IHCIEYER ARE MORE STIMONT). 2 ALL STAIRS MIH THEE OR MOM FIBERS ARE TO HAVE HANDRAILS ON BOTH SIDES 3 SIDEWALKS ADJACENT TO FRONT -IN PARING SHAT HAVE A MINIMUM WIDTH G 6 FEET. 4. TO THE BST OF OUR W 17 AND M MIDQ, THERE ME NO KNOW CRAVE SITES ON RTE SUBJECT PROPERTY. S RATINGS WALL BE PROVIDED NTH MINOR ADJUSTMENTS N THE FIELD TO ELNNAR CONFLICTS WITH OTHER STRUCTURAL FEATURES. amselaLmn2 To allow cKhv VelumadrV 4044 WO tMFRa nw m Tu Map R PWU* 42h NNE a Put 0 Of Your MAP 32,P 42C In Win No DWid. TTo SPNW as Pr tk 1powd bONd W 010 11,110me41 . , - w: 1. Thea OMI o m encu, Vain Oaaa (3) drm" Wmdows (Irma) Nmkm*V "m be imd for we ATM. NOW be as fNM OVAW Wk ON ApYmFM CDWPV NOW of SUPWVWM omk SIMM 1, me p1 R mh 80 a1,goWaWMaSSkbke op proaeMAMI leme 110Mp11 Ma ra NE! 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RsaeAlim and VDOT. s PROPERTY INE x le TC z 1Y TC TOP OF CLUB ELEVATION ADJ ADJUST IS IRON SET mrlh One beWFliud r m-araat poldeg. - _ _ - ADJACENT PROPERTY LONE x 16'BC • 12•BC BOTTOM OF VERB ELEVATION APRX APPROXIMATE LOD UNIT OF DISTURBANCE Tax Map Prd Nmebn: 31-t1A, 31-N2C. 32 4 (proem). 463, and , - a the mmnaetion ofMaaCeg Street m rd bmsa,tim whit Sole RmDa 6emagbo ama 1M • ahe of ooaryanay fo uY far which • mzaty he Owwd -015 and to de YNprohn Vp o hmWy 31 mornme, Malone to nntodq appHodm ZONA 2005015 ud m LLT Promr WAMmat (rhe +Pmp rtn Ib Pmprty Is draibad Wish mora PW&WmttY on m PRn 606, also mown r D odd r Iliad This maim d e mw Caton Ddw shall he know m tw'° otwl with a aos rabn approved aY ma - _, _ _" .� 7 Coad amd BHutrwaar Afaaasant mcht s g, ow uny's mmtmM) tram the sArLimct mY 6x huiTdNg wu bdh m the plus m whorl Do slop lid wmh • oae8cue, m t o d aM abbe[ m to Comfy. Dt the d plate, thevdOpuae, a ,addsal "ZMA ApplLOaim PIu fu PD -MC Proos of Mlyttoad Town Cser- Srioe Am A• m u `the Projee prepared by Ded"o Dwdopm Reagins uDsaaand wid.lanu County rd VDOT Y • m , vmm 60 foo w de yM N owy. OT in . A tridu a opm. to OWDa andl .2 fm deml dope waivers for my WO IoeYd Tho k amps povrend T7 E iL42 a amg. dtoAlbmrk C,Tan9 Code. hasuatataDut the aMBwe wv bred. ----- YACHTED PROPERTY UNE x 161>`L . 12`FL FLOW UNE ELEVATION BFC BOTTOM FACE CURB LF LINEAR FEET PmPdy. (N a mfmsm, ,mint I -VAN a7 aaaad mawa whim a 60% aoU o aubjero b Irl "plan review and ubj.c<m Else Wafiotim of the 7)heetor dP1�EDy gmU be aeh m [name the Property ea n=W DewbpmatF alhaad COwamdal (PD -MC) sm rmgmaad hs op se w �vsi eW.) w Osman !sil dawmP the INeprtly it mead wf h me hllowln{ moan )pwaan m socdm 152 2903 d ha Code d VhghEa, 1930, r ®a,da8 d puaAad m 8adm 37.1 d to AM1mrm d 6r ampaMd 2.=- To OwmO aoU colalbAne tl9.000.00 ,sab m do Carry u VDOT fo the ixOWaa d Atdog • rapOOd truyantlm xutW ib the Rab 29 Garda. To C AmvmPUNlmu• W+Lhnt nim (9) mad6a me ale de ht- under any A dm mrd o re a0 me dundmd W nta®tM fWlowhW aigouvc: Ce1mtY Smmg Ordmrne_ ibs omdiemx o vOlmtNlb' taP�Pd r pmtX ma to eandYlma m nraabk. H amdet afPWmulan 559,000.00 cart mamlMmdwil be made, prlat m me fast de Pig approval ha Area A-1. {] BUILDING WTBAK > 10'i.:Or, x 12'EOP EDGE OF PAVEMENT ELEVATION I BASEMENT FLOOR ELEVATION LT LEFT To Io oast not amattly OOaMlalm4 he Ovvar aWl dasigq omanad the - 1' o1b7mwmF 3"- d pl�kg, prior m NppaOval ofma Bea mbdivumPLM a des pia star TmDymmd Tows NeMdcros. By: -- and dadlcYAm Public Ar by VDOT, Caarr Area A-1. Cmudm of the Public wbut aW saa0 comm in arpm,tim with foe the Sha da pian a Ibe Pubo Oran F� which Include to ma for me D. 8lomwau. Tb Owner III m l♦b nadmm at<lad putiabk u Oemamiand by H low im� ]ired hrel, abaD o emmrard m amadans vrMh Tod piano awbeamd OW" AD Owm and vd by due Che Vhall b Department of TTa9uWlmu CPV ad plum AD d Iia O Volk" mP°v®°ra lmapamim YORE 76m deyo d dm Public tmh rt.P shall be nibied m appaovd by VDOT ad doll mOmde m Iso hen 200 Nwm Het of Pmved arhm and two the CadY, PmP� Adod9, peovde ddhmd ao®waa mmyamut m bduc a Pamvd res, 20% bung man would otbawiw be reRu°•U by the Walter ___0_ PARKING SETBACK x 131 x 12, SPOT ELEVATION BM BENCHMARK MAX MAXIMUM p, - loe Owm YOB dadiuer n fr rimDM m mim®tm {.S sae is identiI me ft>e�9 iYmmut wu aOkTm•'kded kfaa me thiePHry Of Sof / 2007 by Rum dm dan dypo.al dhe best dts PW a subdiviwm plq rasp r dsdbed m PrtWmPk - IPP'M° Win Cam* m be uad for Operating =Pa relished m muck make, and aw" O" Ohn" $50,000 merostr fu a d nice (9) additional yore, nock tot Om mah -orewaq+ m Albmvatk Couty. The lad m be dadic ng r tln OTmwy m Applrmom 14e u "OVsasuwp' Ma dad'mNaA ro AlhraawNm Carry", and aba0 unlade d Bad Sw4 `t .rvµ. Matn4g efOcggm Partners, LLC, a Vopoia initd liability company as ofM1M �ul umv, LLC a Vitp ec, Unit Liability w -'P -Y u maa9m Otto Ovnr, D. below. A awl ®IED m Aeaa 29 aotMEiroand Gram to iasnrama d Town Cma mi m do Cotmry gatlt you period oonekad m tr Cmg, ]a ng, m This PrnSa 4. d.J total Five Hundred Tbo i D.U. m tw moues one shall o Old by the anniversary dam of PMLa m dmg Powell Cmek. The Owner da i O'snpplem say adw thus of the Same sum h p v g m� � Planpig and ds•ma Gred*D Appsubdivision HIM �®�� yLC. A emtlanaa . Drive to ha ajoh m boundry of Ara A' • • • • ZONING UNE x I At, 'TW x tYTW TOP OF WALL ELEVATION BC BUILDING CORNIER MN MINIMUM wP.�r ar at,We 4 x '6'IIW x itm BOTTOM OF WAIL ELEVATION BOW BOTTOM OF WALL MON MONUMENT CONCRETE LIMITS OF DISTURBANCE SS BOTTOM OF SLOPE NTS NOT TO SCALE aw rr ■' r 6m TEST PIT LOCATION/BOPoNG LOCATION ar w. mmmu. � FLODOPUIN LIMIT CC12 ACCES96LE CURB RAMP I PROVIDED BENCHMARK -® UNDISTURBED BUFFER ZONE CF CUBIC FEET RRADIUS • IRON FOUND GL CHAIN LINK REOD REWIRED ....... .. ..... - - - EDGE OF GRAVEL -� IRON SET COMIC CONCRETE RT EIGHT ....... ........... .... EDGE OF PAVEMENT -. w - - m - UNDERDRAIN CY CUBIC YARDS R/W RIGHT OF WAY -...-.--. ROLL TOP STORM SEWER C/C CENTER TO CENTER SE SPOT ELEVATION CC-; CG -2 STANDARD 6' CURB m ROOF DRAIN to ---.-- - DIA DIAMETER SO SQUARE _.._._„C,.s........... 03-3 STANDARD 4' WEIR -4^s -:... -rs- SEWER LIRE DC DEO( CORNER STA STATION ca J, CG -5 COMBINATION 6" CURB k GUTTERm ... . ........ - m TRENCH DRAM ON DRIVEWAY SW SIDEWALK .. ;'C 7 CG -7 COMBINATION {' VERB k GUTTER __ A..N _ - - a-. WATER LINE EC mCi OF CONCRETE TBA TO BE ABANDONED ................._............ BUILDING ENTRANCE .,,.. ----- -.'FP- FIRE PROTECTION UNE EP EDGE OF PAVEMENT TBC TOP BAC( CURB Esu"� 4r ES END SECTION TBR TO BE REMOVED ,W.4. .4. LOADING DOC( ++ - - n - WATER SERVICE LINE EXIST EXISTING TC TOP 6 CURB RB - -���- - ': - c - GAS UNE � S FC FENCE CORNER TRIM TO REMAIN _..,3...... SIGN -...:x.• -- OVERHEAD ELECTRIC PRE T_ FL FENCE LINE TOW TOP OF WALL ...:aO............. -Pa - UNDERGROUND ELECTRIC r r STEEL GUAlDRAL I FINISHED FLOOR ELEVATION TS TOP OF SLOPE a.- -aa - OVERHEAD TELEPHONE LINE FI WDOO GUARDRAIL FT FUEL TANK TTP TYPICAL ._..w. _ -mt- UNDERGROUND TELEPHONE UNE GE GROUND ELEVATION WET WETLANDS .� ._ - PATH ............ cnn ....... -an- CABLE N OR GUARDRAIL OUSE WATER SURFACE EDGE DRAIN NET (DI) TREE UNE',.......�.; UTiM FENCE O STORM/SANITARY MANHOLE ARV NR RELEASE VALVE UP LIGHT POLE -T):i ® BLOCK WALL E PLUG OR SNB BOA BLOW OFF ASSEMBLY MH MANIOC ...:.,:...,.-.-...-.... RETAINING WALL HEADWALL 00 CLEANOUT WINO MANHOLE (DRAINAGE) STREAM / WATER COURSE ,. o SEWER CLEANCUT CPO TELEVISION PEDESTAL NNE MANHOLE (ELECTRIC) o m WATER VALVE k BOX _.._ POND CATV CABLE TELEVISION MHS MANHOLE (SEWER) Y Y ___.__ :,�............ - 12 - INTERVAL CONTOUR FIRE HYDRANT DIP CORRELATED METAL PIPE MMU MANHOLE (UTILITY) ............ :dI!--_..... _ OO _ INDEX CONTOUR n,o ® WATER METER DFG DRALNFlELD CORNER ONE OVERHEAD ELECTRIC F ® PARKING COUNT WATER WELL DI DROP INLET OHT OVERHEAD TELEPHONE CROSSWALK fir tF' GAS VALVE DP DIUCTg.E IRON PIPE PP POWER POE ��V/% HANDICAP ACCESSIBLE AISLE c?'op1 GAS METER ET ELECTRIC TRANSFORMER PVC POLYVINYL CHLORIDE :`:... "• ® CG -12 f� D-0 LIGHT POE EW END WALLRCP REINFORCED CONCRETE PPE FH FIRE HYDRANT SAN SANITARY ;. � HANDICAP PARKING ......, �+- El TRANSFORMER PAD I'M FORCE MAIN SOC STORNIVIAIER CONVEYANCE CHANNEL /C��-,v ur,, VAN -ACCESSIBLE HANDICAP PARKING � UTILITY POLE JAN V TF FO FIBER OPTIC TOP TOP ELEVATION• • GUY POLE CONCRETE PAVEMENT / SIDEWALK FTFUEL TAW TP TELEPHONE POLE ,' MATCHUNE GL UNE ?.�{�; RIPRAP GAS TPD 70113HOE PEDESTAL GREENWAY DEDICATOR GM GAS METER TSV TAPPING SLEEVE k VALVE NEW ASPHALT WETLANDS CT CREASE TRAP UE UNDERGOUND ELECTRIC GRASS , GP WY POLE UP UTILITY POLE EC -2 BLANKET MATTING GW GUY WERE UT UNDERGROUND TELEPHONE EC -3 TYPE A GV GATE VALVE WL WATER UNE EC -3 TYPE B HDPE RICH DENSITY POLYETHYLENE NM WATER METER WETLAND INV INVERT WV WATER VALVE SANITARY EASEMENT --- GRADING EASEMENT - DRAINAGE EASEMENT UTUTY EASEMENT ...:.......:._ .............. -._._ WATER EASEMENT NOTES: ............. ............. ACCESS EASEMENT 1. THE 971 OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2 ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. -- STORM DRAINAGE EASEMENT 3 REFER TO LANDSCAPE SHEET FOR ADDITIONAL SYMBOLS. PROFFERS Oaidal PremrX C. An qualm We Rms 29 mudebamd MSX in/ dot Out Only) inhaawmto monk dbd9ding siWWinL To dyes should take a 6w(5)yrr Pojecm0 to datamioe. berC on the submioed Th. dyets MAO be rvbmLtted An mviem, a Rade 29 m Town Comm with Drive. the final d Pdte NOPMENEVEB. J m gA m hsAp*icW- PnL was FImO, won the IDmrram WmM requne a deal. NNE approval by It, Conry Shadow if mat unity* mndttdu me sed for me Xmaaeclim m be y Themad rog, ftheunDHollywood b,,bm d c and TSI m1 D-Frud Cowry Tler Xoodm Por the a-Rrla auaAp and Retention � crosemcdm deroante NFC me trod dolt o The Rgnal" ib °�0d morin FORM me (l) ym sir the done of approval of this [toning he following atrmts mall o siPabPd within me Eve (5) Ver pmlm� Plod, m Oawr so0 pay for me Goa of the dDaT mpnow,ED&In moll o daaadod by CmmY Papnaa In cmadbtiaa MANED the Dhxta d Pate and d9r by t e W OaTlpimtd: *oD. ,MI ad ay,riomiatim tsoe VDOT daurdm me dpl k mdd. RsaeAlim and VDOT. s DYED: BapMeToe 1X.2007 - mwft soma hate me ipgnecum of Town Canty Drive to do Duman boudrY d d - Upon to " wt d the County, the 0. mall 10. P men a M..A. Mar C d a� DIYa1mNan1 - Tlw Owner shall case the oommacbl ZONA o: DAA 200Y015 XWrywd Tow Cama Amo A-1 hmW Numbs , 32.42AA. 32.42C. 3244 (pmtieDA 465, and 3245 (portion) Am A A4aaong Soso vrPO haw two oahbamd and tw aauatbamd tmvd lam, one ears.11h bicycle Is ]eed and one Rue m e.ab dkstim mry, & M � pisMm fa ud acnNa m . ComarNy D vulopmut Adority (JC[I wimbliabd pummPuu In Scdw52 Or m DO Codb,,,•d Yo Iimimp in the Projut m be deai®md rd amantmted m mea midmmm mandum to meti6catim (23) credit PomM) undo I EPD Ortm I dMkg Rmti^g BYuaar for Coee and Sall To NEV IU PD -WC mrlh One beWFliud r m-araat poldeg. d iecmmmwamL ulw&& u Irprovamte) Room 29, and rads ii emy-1Nae UavaimPsant u rt fmih m ms U.S. Orae Bluading Rdop 8ysam Yagim 3.O, 1WY 2006. coed ftm IE11ID mNSd 37 Rau m o rermed tram m >eWmMan[ (Osla m me rpt VDOT nmtd sA PA m the Manan of a building poned. the Owm aoTl submh • cmti6amn a Tow, COM Drove (previously Aaaa Red A) frac the sstan edge o0 to NIM and alter WpmrumeM associated du mwlm rebtieet m the DEmcmr of C®matdry, D-IWPDX* mu me TWIdmp meg I•PPD audmk Tax Map Prd Nmebn: 31-t1A, 31-N2C. 32 4 (proem). 463, and , - a the mmnaetion ofMaaCeg Street m rd bmsa,tim whit Sole RmDa 6emagbo ama 1M • ahe of ooaryanay fo uY far which • mzaty he Owwd -015 and to de YNprohn Vp o hmWy 31 mornme, Malone to nntodq appHodm ZONA 2005015 ud m LLT Promr WAMmat (rhe +Pmp rtn Ib Pmprty Is draibad Wish mora PW&WmttY on m PRn 606, also mown r D odd r Iliad This maim d e mw Caton Ddw shall he know m tw'° otwl with a aos rabn approved aY ma - _, _ _" .� 7 Coad amd BHutrwaar Afaaasant mcht s g, ow uny's mmtmM) tram the sArLimct mY 6x huiTdNg wu bdh m the plus m whorl Do slop lid wmh • oae8cue, m t o d aM abbe[ m to Comfy. Dt the d plate, thevdOpuae, a ,addsal "ZMA ApplLOaim PIu fu PD -MC Proos of Mlyttoad Town Cser- Srioe Am A• m u `the Projee prepared by Ded"o Dwdopm Reagins uDsaaand wid.lanu County rd VDOT Y • m , vmm 60 foo w de yM N owy. OT in . A tridu a opm. to OWDa andl .2 fm deml dope waivers for my WO IoeYd Tho k amps povrend T7 E iL42 a amg. dtoAlbmrk C,Tan9 Code. hasuatataDut the aMBwe wv bred. MMat AI' ksa6r r8M , _ _ _ LEC. mais Maab 13, 2D% (mind May 23. 2BL1 A and a .W ba �e (h• "Appomdm Plan'. To Owm Oto Pmpaty LIC; • VIOdab' Kneeled Pu Put. of od, Ao3t D.. OmastAstion d ugh stI ahW he da®ed merplam warn M b be _,_, b7 ma Albamaem City Board of Supervisao for AoeRissoe Irm me altoal B. Erosion and a vinut Coastal. To Owm [hall m to merdmm carom PTadoablu 11. Amenity" om th PAppl 8r: - To Owm abaeo construct o •Plea roe, r ounces" u ISO ADrnaHS^ m me AppNuismrA �. within me Project d m b man 5,000 WvmPo faa ke db HmbLOty company (ow "Oww'). mady m aum+* .- awsem. ud M ovaaY hr olMamd frmA m Camty Bogmam a Wrutan oc that War uatan h ub roil cmvmkd fe, traffic. r d jemmel by ha COmty's Prop. AnmodtY. pmvldu ddidmY rodm and a ak w mmds m sulk. a sedhow Temovd rm d wpb? 7>mavY ( gO%) for om pmPoae of public gahab11 and passive outdoor, recreation. The plan Ass cad® Yma of t IONEM ar i- a war f8NUA and ho�E, Um design and rO uucdm VA" The owaw hereby Wkrmoy ProGRs ma B dM miuman la County Bound of 9apeviaan delembu PmPdy. (N a mfmsm, ,mint I -VAN a7 aaaad mawa whim a 60% aoU o aubjero b Irl "plan review and ubj.c<m Else Wafiotim of the 7)heetor dP1�EDy gmU be aeh m [name the Property ea n=W DewbpmatF alhaad COwamdal (PD -MC) sm rmgmaad hs op se w �vsi eW.) w Osman !sil dawmP the INeprtly it mead wf h me hllowln{ moan )pwaan m socdm 152 2903 d ha Code d VhghEa, 1930, r ®a,da8 d puaAad m 8adm 37.1 d to AM1mrm d 6r ampaMd 2.=- To OwmO aoU colalbAne tl9.000.00 ,sab m do Carry u VDOT fo the ixOWaa d Atdog • rapOOd truyantlm xutW ib the Rab 29 Garda. To C AmvmPUNlmu• W+Lhnt nim (9) mad6a me ale de ht- under any A dm mrd o re a0 me dundmd W nta®tM fWlowhW aigouvc: Ce1mtY Smmg Ordmrne_ ibs omdiemx o vOlmtNlb' taP�Pd r pmtX ma to eandYlma m nraabk. H amdet afPWmulan 559,000.00 cart mamlMmdwil be made, prlat m me fast de Pig approval ha Area A-1. g aedimatl consul PW II PmaW A.&M* M m Odarewim uuN Por meat dW Proem Aosadly daeaminbu R dpormit. Pm�N7 UC �AOppmtal G oup, LLGNMDW, f. M By }D✓ Capital Oeay, LLC. a4aaMapr umulab. ud the Owm almoWbdpr o EDD ad vdd and d m 6PT'II1a fmm 22JA 2005-013 v dukA tiro POMm so0 immadlrab 3. - The Ower MWD etauCmcl me public tTanil stop within rens, stabilized a me mda Cma,edm wish a approved hdldrm pamit A throe the d m V" m may be gPsord by me LLC, Authorized Apert d offmt Hollymd Tow Causes Ars A -l. The location dtbe public fuser OPP dull Ew ideml8ad m the appusad AWBaWm Plan and running, m the ComtY f9u. To locabm shall be appoveel by ma mmm eswsian for the =Mdwdm Po=m Pmptm Acmdty due m apawd cvammaos JmAk End not limited m WaWr By: DOMguu Fmmms, To Io oast not amattly OOaMlalm4 he Ovvar aWl dasigq omanad the - 1' o1b7mwmF 3"- d pl�kg, prior m NppaOval ofma Bea mbdivumPLM a des pia star TmDymmd Tows NeMdcros. By: -- and dadlcYAm Public Ar by VDOT, Caarr Area A-1. Cmudm of the Public wbut aW saa0 comm in arpm,tim with foe the Sha da pian a Ibe Pubo Oran F� which Include to ma for me D. 8lomwau. Tb Owner III m l♦b nadmm at<lad putiabk u Oemamiand by H low im� ]ired hrel, abaD o emmrard m amadans vrMh Tod piano awbeamd OW" AD Owm and vd by due Che Vhall b Department of TTa9uWlmu CPV ad plum AD d Iia O Volk" mP°v®°ra lmapamim YORE 76m deyo d dm Public tmh rt.P shall be nibied m appaovd by VDOT ad doll mOmde m Iso hen 200 Nwm Het of Pmved arhm and two the CadY, PmP� Adod9, peovde ddhmd ao®waa mmyamut m bduc a Pamvd res, 20% bung man would otbawiw be reRu°•U by the Walter hs bym by des, PKWAW m d. pNo LuPP^m� abMl o ue m VDOT choly me Cady EMApuea. and banchm' PTO4wdor Ord'mam (Altamonte CoutgY Code 117.100 a me.) up m a madmtm d COMMONWEALTH OF VMGR41A apad m bt me Ower. Who County and VDOT. P W fu E MamAg Ohm and Town Cmlg a dg gy proat (80%) Pmovw rYe faark Elton. GTY/tbllt.R'Y OP ahe.aN•w; 11 ¢. to wit Ddm as Mussolinim Wow. ow. do mud plan wU o mbmLmd m VDOT d to County wit do RM Was Pan Or abdiadm pid, and wig be Pensioning! and sroapbed by VDOT within two yang demd by do Counly duc 4. - Within Barry days Miss, u traAapattaem arla la Provided m to PNjAri the Owner ala0 comibub 530.000 Dub m p, - loe Owm YOB dadiuer n fr rimDM m mim®tm {.S sae is identiI me ft>e�9 iYmmut wu aOkTm•'kded kfaa me thiePHry Of Sof / 2007 by Rum dm dan dypo.al dhe best dts PW a subdiviwm plq rasp r dsdbed m PrtWmPk - IPP'M° Win Cam* m be uad for Operating =Pa relished m muck make, and aw" O" Ohn" $50,000 merostr fu a d nice (9) additional yore, nock tot Om mah -orewaq+ m Albmvatk Couty. The lad m be dadic ng r tln OTmwy m Applrmom 14e u "OVsasuwp' Ma dad'mNaA ro AlhraawNm Carry", and aba0 unlade d Bad Sw4 `t .rvµ. Matn4g efOcggm Partners, LLC, a Vopoia initd liability company as ofM1M �ul umv, LLC a Vitp ec, Unit Liability w -'P -Y u maa9m Otto Ovnr, D. below. A awl ®IED m Aeaa 29 aotMEiroand Gram to iasnrama d Town Cma mi m do Cotmry gatlt you period oonekad m tr Cmg, ]a ng, m This PrnSa 4. d.J total Five Hundred Tbo i D.U. m tw moues one shall o Old by the anniversary dam of PMLa m dmg Powell Cmek. The Owner da i O'snpplem say adw thus of the Same sum h p v g m� � Planpig and ds•ma Gred*D Appsubdivision HIM �®�� yLC. A emtlanaa . Drive to ha ajoh m boundry of Ara A' lb, first co To mob eoamb+nim your, flr lost eamtrlbRlm be Me for the mat d a survey and preparing Nara Owns, soD o Teagmsi v L s, B. Mason shad Dom the ldrsactlo, d Town Caner Drive m to wobw bmmday of the Tho Owner apla mm a vulyTA ma Cmme be and Town old dodeadm onv Y dw on dr dud m Davey m OrauwY m me Cowry. Lipmtor ofilred County, he contribute, $50,000 MY CaaeAEWon ap'vaa; /O -3l - ZO/O Watery Public pHOPaty• the a with Dan Dart ft Glufordong who 7w analysis m ye Carld ft espouse used QAaBB d traffic mO9mmer � me ptnpau d ddamUr®g wtan m braaotim would twd m o P, $ i' acre apal,culmmor ora m to COAmry m prustd° pdatria .mom m and man iQ .. dgadhad, a-9rde PmdmuW w avra� pmatm^anAd vvmps' . wP.�r ar at,We 4 is�Tl►Ipl�,vvr .o •4I 6�e .� o'as )DD M. P]HULM Uc. No. 228619 ) L-30 -08 U) UTRE I-� J 60'-- pp �aN o_ A E ;a W > oomou �� c m� OD .o •4I 6�e .� o'as )DD M. P]HULM Uc. No. 228619 ) L-30 -08 U) I-� z A Z W > Oa U DDR PROJECT NO: INDEX TITLE: C2 SHEET NO: 2 OF 20 DATE: 07-14-2DOB I-� z A Z W > C�oc3� W U Z z w 0 0_ ddrw� w F a a O H �x o z I A a t -u DDR PROJECT NO: INDEX TITLE: C2 SHEET NO: 2 OF 20 DATE: 07-14-2DOB 11 -,K - .. ...... .... . . ... ........ .. . ..... .... ... . .... . ... ...... .. REFEPtiTO MEETING . .. .... .... ........ 3 FOI� JL . .... . .... x C HEAVY DUTY PAVEMEN/Tv", ­'� .. . ....... !!�� ....... . ........... . ... ......... I i d;T__ D I S I A .... ...... ....... X SI -Gk ...... X x 275 Sl E .......... ............... 0. 0 k1l ANC� 0 L X ..... ........ . ... . ... MAETIN X .......... STR L.04. ..... .... . 7 . . ........ . .............. . c .... . ... ..... . ...... 7 4 VAR! B�:�E / y X X.1w ....... . ......... .............. FYI EE j r ............. . .......... ....... ... W T $TAM. �-�T 'AN. ;a Saw or GR -2 .. ........ .... 10' PAR64 Sjj�� .......... 2 PIN t2 / , 1 0 48 GR BUILDING n . . ... . BUILDING 0 0 % L %o -STORY RETAIL -V X, cp CD 20,160 TOTAL ............... FUTURE PHASE 2 FF = 535.0 (APPROX. 45,000 SF OFFICE/RETAIL) NOTE: PLAZA AMENITY (PER PROFFER 8111 WALL fi I :1 o DD M. PH - __ - -.1 - - - - - IIZ7 - - - - - - - �., - - - - __ ._ - . .. ...... . -_ � .-.. __ .- --...L -,,- -- - 11 . . 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NMt WEN�” NAIMA suaveBE DESIGNED AND APPORVED WITH THE SITE jj� 7-7 1, cv. 8' FIRE LINE u \ELF-CTRC 7RANSI x if. rbr PLAN FOR THE ADJACENT BUILDINGS COMPAUORS14 CONNECTION 3 2' DOMESTIC WATER 2 r SP 3F 2 9A STUB 20' - 15 HDPE z?l I INV IN = 540.00 9 0 6" SAN. CONNECTION— S'.9 c LLJ 131'-3"j 01 m­X—DRAINAn, ECAOr'— & �ASw N#� _r� �L EEIIIE3� 124" 30., 2 :If P M 3 NA M T \\-30' ACCESS:3 IE EASEMENT 2 BUILDING A1 -STORY RETAIL ;M9' L qn it 86,967 or � T FF o 527.0 V; ct .6 q4A146 3- 9, 9. Oq 20 (18 DU 44TER PAID 2 at rt TIE 2 No ENCLOSURE VDOT STAN. +_:1 GR-2 :3 t m I slot 22 V; i - Nor rAc z I �L LL _�2C tAt,E�� :L 2 - I'lls, v _15* tin a —Ig_p—LL 't 24' w7um rw 23 9A 10 11 - WON rw r 4 r ay. �2+0ORM 39 0.1 — r RA 000D WATERLINE, 7 w r Qv. 24 E rlr Iff 811w 8"W 3*'W 8.24— w a W 8 2V r ry. 2 NN I 20' UTILITY EASEMENT L 44 vv; ck ep L L 24' T 24! 1 w 20 72 -SWM EASEMENT AT BUILDING H BUILDING I L LOCATION OF WALL! 1 0 FORE EIA 1 -STORY RETAIL 1 -STORY RETAIL 24 v m� 8 WALL 0 1 1 % v I 2 -RETAINING WALL W10 12,000 SF 39 910001SF SAFETY RAIL L I(MAX HEIGHT 6.5') !If L FIF = 528.83 FF 5W.1 7 �01 240' 1 Fl 131,113 IFF 05,11 1 RIF 1315,51 FF 537,0 Ek R 0 FF 531.50 17 Irwir �T Tum lwrel L C% ze D3 SAN. CONNECTION 1 15" SAN. CONNECTION d L LF % :% 1: 7 T AN• ACCESS Ir 3 A JER gt;4 .19 . L... . I ql —47: F)c UNION EASEMN-T— L VA WA am CONI TO OL z WATERLII AMIJINE e wA. 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P I -A A 6 IN - twit VACE I dr PAM; L GR -2 1.., 20'08' 1- rof a IN, a DUMPSTER PAD DDR PROJECT NO: 08.01715 ENCLOSURE 2 L INDEX TITLE: 10 - IM VACE; I for r= L 2D` DRAINAGE Im C5 9' 2 WAIII - 1: "r LAXIALIN 1 1 O'xl 8' STA "M 10,X18, DUMPSTER PAD 2 V rwr CAM _FU_M7S_T_ER PAD 7C3 ENCLOSURE ' RE I : IT rw r mom 24SHEET NO: 5 OF 20 4FL= I I tl�m I I I 1 0 30 60 90 REFER TO SHEET C6_7 SCALE 1 30' 000 FDATE 07-14-2008 REFER TO SHEET C5 () ��gcI N- _ a o 3 m I vvv or SAFETY RAIL r r s O Ns a (MAX HEIGHT 6.5') 1� a EX "T .I O 248' E FF - 52683 FF 530.17 FF 531.50 r. FF=533,83 FF =17 FF 5310.50 FF -537.83 moi „.1 `� n-rnr nRN uxc 4- a O +v m 63 " SAN. CONNECTION " SAN. CONNECTION m N I . ,. .: ' • ...: "3' R .''.. `; -"� IIIIIIIIIIIIIIIIIIIIII(•IIIIIIIIIIIII O O n C m pp rid aglggg .,-. .... • _ 7 armrrm 'yL_ ' mw s� 34 — .. — ..—!B'.ACCESS lmK, E -. ..m .r:•wppp{.yoNrA,z .. �i srA 7.L SEMENT STA aY O .. t m a 1 ? 4x WA LINE �� rd BESY A a _ WTI w4TERLINE 1 TW- -..-..-..-..-..-., ..-., •W .. M.: d7¢ „ ' ,d M..B M,.B — M.. M..B 4 3'..e .. _.. Waterline .. ._. �., .. .. ..— ..— ..—., R� .. .. ,.—,.— _ STA NY a 8•'W 8"w 8' 'F4f AI.I.G]J CONNER DRIVE r sTAaYro 3 , wlwf wTEWsr .ENT f .. .. .. .. "24 ,. .. ..rav_ .. TIUTY E T - .. mtcmEXl 8M.,. .; M B WATER `L STA ams - B„5 .. ... 6:s - "M _ "�`.9 a->~ 33 20 U 6I r ST ■ro .. .. .. s1A - 999 20'�NAGE EA IA NT _ N . •P m �{ M . • 30' ACCESS ; 20' UTRITY EASEMENT {rd _ r' K � IC • � 1 m I EASEMENT m G 3 ��' � 1 .� .. .... •' m +Ali... %� • -. ,-T•^.:-*.r-., .-•-a� ., . . _ ..:.,. -. ' r; . fir - —.'+.-'-N.. °�� ,< 1 . M •t� ; Q •� I N I`I 30 . TAININC WALL 111N C11ON + : r , ,•. , . , SAN. CONNECTION 4 GR -2 STAN. ,,, . S,• I y'►p111i1111111111111111111111N1►1111 1 .�J m 9 �' FORE AY._. RSAFETY RAIL [: m m _ I P I it 24 WA (MAX HEIGHT 5.5') I, •� ,,���„ BUILDING G01 BUILDING F m Mr, _„� a ® ®® I `:I F 1 -STD Y RETAIL I i U > a e 4 x TODD No P28 m I 1 _ ®® F, ,I 11 A Lic. No. 22869 1 � II � 1-StORY RET�11L I m m � �;, JE I 12,000 SF e f ® �o www _ I I ,.I swM EASEMENT AT 9 000 SF - ,. 13 I 6 m LOCATION OF WALL t r I w ® I w ; a I I ,� 6 * � I ' e tib} , ( `V970 Q,PG i < n m FF 529.83 FF=530.17 FF=532.50 FF X33.83 FF=535.17 I FF=536.50 I 1•, $ �; ',i '.' NAL z ” Ci I.`I ® 8.z FF 527.50 r m �I 6" SAN CONNECTION �I Rw I I BUILDING §I w m ..i . ,. ?: n '10'C C9RrixK' , 24' S 1 � I N :` �,` 1 TORY + 1 ;� 7 r 0 SF 1 IIS I z4' o m I 4 b FF = 539.00 24 I T n I y Y F r ' 1 ;t „I m I STAN. n _ M -; 20'x18' I 1 * ! 1 GR 2 6 h nr s Q DUMPSTER PAD P4• ti 'ti y L T i ENCLOSURE }� I --- q: G. R A N I I u- vor F2 20 DRpEpN ..AGE _ - 10 x18' WI WA 0+0000 2 s rnr 4 -rnr Q Q 1 N ` ® --- ; 10,18' DUMPSTER PAD 24' r'r., ' a i I 81 UM TER PAD ENCLOSURE r rum q i rnf 24 s -rnr I 1 S ,o �cw&%w. auwAL . 3 rnloca rIEE R E ^ I O r c v O L .. 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Storm Sewer ST -5B to ST -5 C9 SCALE: 1"=10' Vert.; 1"=30' Horz. j M Storm, Sewer ST -70B to ST -70 �� Q SCALE: 1'=10' Vert.; 1"=30' Harz, Storm, Sewer ST -33A to ST SCALE: 1"=10' Vert.; 1"=30' Hon. j3 Storm Sewer ST -23 to ST -20 �9 SCALE: 1"=10' Vert.; 1"=30' Hon. • W/aft -'�-q o-- N NQ _j >�-.0 "W 01C . .9 63 In J o -mol � t mm C 10 Y v m E " u a n p 0 C 0 m E mW cQ -.. 0 p % " 0 v� �Rc Lie. No. 228691 114--414 A F 0 w U T cn zg 9 CUM 5 m W 9 p w z 0 s s �[ Q m" O F f G M 0C 1 1 5 8 8 8 8 C4 p U 8 U U 0 . i 14 p Z - N w I � M d z = x EWA w z N � r�4 o O Z U a4 E- C) a d w Q � W C4 4 i C4 L)/ E- H� YVW-I O cn rjQ W N J ~ (Z) f WN F O W IWL N DDR PROJECT NO: 08.017: INDEX TITLE: C9 SHEET NO: 9 of 20 DATE: 07-14-2008 +00 +nri TStorm Sewer EX -4A to EX -1 - .............. _.......... ert.; _..736_�_.._...-......._................. 1 () SCALE: 1"=10' Yert.; 1"=30' Horz. LD 229 & LD ....... _.. ...... .._... : C10 ... _.. ...:: I - ... .. ... ,. -: Horz. -- :.... .:rr :::,o Velocity lFlow time - i ::. ..._ .. '._:.._. _ . "- .... .n ::: :: :: :::...:_ ;...:_: ".:::_ - :: -.. _::: ::: .. ::_ ..:::" ` .. -....535 - ac) _; :.:: -- -- ::: :- ( :::.::_ -._.:.} - ._.. - .. .. _ c/s 515 (min) :: ..::::. .::: 2 :: :: :::: _. .::: ..::::: a 8 15 10 u Q^ 12 535 15 ._.._. ......:: ....:__:3' STR-10 .::: - _.__.... 1.48 0.80 1.18 1.18 5.0 6.61 8.06 533.83 ........ _................ __ ....... ............ ............. ................ ....... rt ........... ...... ............ ............ .__..._........ .._............. .......... ...._............. _. _.............. .._............. .. _....... .... -- ---- _.n..._. 0.88 - . 5 570 510 --m ._ -BJ` _t5'-i1BPE IF09&S __....... ... ... ........................... ...._.......... ............. ..__... .... S STRS ... ....... : x 1.48 __.. IE e A 525.90 505 .. w _.----- *- _..- m:- -- -- 0.21 :. N - - _� ... ....:. 500 500----_----'z-' 5.5 8.68 14.24 524.85 520.59 165.00 2.58 .:. 33.09 13.24 r STRS £a 1.40 x 1.19 a X 500 530 517.50 516.50 197.00 0.51 30 38.06 8.04 500 0+00 . ,- 2+00 _ _ ~ U STR5B1 STR-5B 1 0.19 0.80 S ^ B {g IIE w --. m 529.53 58.00 1.60 x 10.29 5.381 0.20 2 _ _. E STR5D STR-5C r8r > 0.30 ' d 495 495 o 545.50 c'2 1.02 SOME 8.48 5.71 94 STR5C 95 0.42 525 525..._... 0.65 5.2 6.76 v 544.70 v o: v in 23.74 0 0 0 STRSA c3 di 0.13 m' 6.0 ae o 528.75 525.84 2.10 15 12.17 9.92 0.07 STR-SA STR-5 0.15 0.35 0.05 0.83 6.1 2 1 3 521.48 4 (ac) 5 8 1 7 1 B Irdh(cls) 1 9 10 (cis) 1 11 I (eft) 12 1 1 13 ('f) 14 C7Y 1 15 I Cr 16 t) 490 18 19 (c6 20 c& 1 21 ) 22 (A) 1 23 24 0; STRIA STRI .,,. 0.86 0.88 495 --- 6.81 :� - f - -- .. 'n.1LL._U o u 520 520 DI -38 12 0.77 0.88 0.88 2.85 0.000 2.85 0.018 0.040 0.063 4.39 0.43 100% 2.65 0.00 0.43 0.18 - 0,86 8.59 34.811 -- : __. �> _.. 30 38.45 STR3 Di -3C 8 0.57 0.90 0.51 4.0 2.05 0.000 2.05 0.018 0.050 0.083 3.81 0.41 100% 2.05 0.00 0.41 OS 0.82 STR3 _.... 495 485 4.31 :.>N�ro - . �a =__-__. ..... .... 490 ............. __ _ .- ........ ......... ...:. 9.921 ..........__ _.__....._ STR-3 515 ,. 0.90 0.51 4.82 N r 41.88 512.50 _ 0+00 1+00 2+00 3+00 4+00 5+00 12.5 0.11 STR-BP STRSF 0.00 0.00 0.00 STR5A 2 Storm Sewer ST -63 to EX -3 - 511.52 0.15 0.351 515 C10 _._ --.-._. 0.000 0.21 - - --_.-__-....__. - - 023 100% 0.21 0.00 1 1 61.00 9.38 36 285.56 29.32 _.. STR-2 STRA 0.00 0.00 0.00 4.96 6.8 6.33 53.53 487.05 485.10 43.00 4.52 35 184.34 22.59 0.03 510 STR-BP STRSF 0.00 0.00 0.00 0.00 5.0 6.61 BYPASS 485 510.43 7.00 _ - --- - .-- --- 485 STRSF STRSPI STRS 0.00 DF38 4.82 8 0.19 0.84 0.18 510 1.0 O.B4 8.40 0.61 0.018 (1.012 0.021 O.17B3 3.14 010 700% 0.84 0.001 1 STR-12 STR-11 0.94 0.90 EC -T . 0.85 90'15{_ Fri - 5.76 _ - -- 516.00 197.00 1.02 STRS 11.491 DR - STR41 1.40 0.85 1.19 0,84 4.0 4.78 0.00 4.78 - - - - - 0.45 100% 4.7110 0.0001 11 480 - - _. -- - - ...._ 480 STR-23 STR-22 0.11 0.90 0.10 0.10 505 505 0.67 534.50 526.50 182.OD 4.41 15 17.64 6.9 0.44 STR-22 STR-21 0.71 0.85 0.60 0.70 5.4 6.89 4.70 0.80 0.85 4.0 2.59 0.00 2.59 - - - - 0.35 100% 2.590 0.000 521.90 165.00 -- - 18 11.18 6.05 0.45 STR-21 STR-20 0.84 0.83 0.70 1.40 5.9 8.56 9.19 521.80 521.50 48.00 0.62 18 10.75 8.64 0.12 _ _- 500 STR-35 STR-34 0.81 0.79 475 - 5.0 8.81 } . - 534.35 475 1.00 15 8.40 Di38 STR-34 B 0.21 0.81 500 0.83 4.0 0.88 5.64 0.68 0.018 0.04 0.050 0.083 7.83 6.95 100% 1.59 0.00 0.18 0.5 0.32 STR33A _... 0.20 0.81 0.16 0.16 5.01 8.81 1.10 538.00 535.90 3371 1.501 ..-_ .._. __. -- ---. 495 495 STR9 STR32 D13B 0.00 8 0.15 0.86 0.13 7.82 4.0 241.00 0.52 0.018 0.05 0.020 D.OB3 1.71 0.14 100% 0.52 FAQL ".:...490 1.27 5.7 6.63 9.49 525.56 522.50 - __ - _ -_- -: _ ¢7p - 0.82 - 1.48 5.6 6.58 10.83 522.10 522.00 STR-21 0.57 DF7 15.55 6.99 0.84 0.83 0.70 _ _ 4.0 _ _ _. . _..-_ _... _.. _. _.... _ -::-_: :.._ _ _:__ - -::::- ., ::._ 0.37 100% 2.79 490 STR-TD STR-43 0.15 0.81 0+00 1+00 0.09 5.0 6.81 Storm Sewer ST -94 to ST -95 527.43 76.00 0.53 15 sTRaz 3.2 DF7 �..._-�- STR42 0.85 D.eo 0.16 4.0 2.41 1.05 2.47 __..._ "SANITARY.. 8 199.00 0.88 15 6.82 0.35 100% 2.41 0.00 X10 SCALE: 1"=10' Vert.; 1"=30' Horz. --__-...- STR42A 0.17 .. .:.. INV = 484,84' 0.10 0.33 4.0 0.10 6.81 0.401 0.0161 0,041 DMIJ 0.0031 1.551 0.13 i00%l 0.10 0.00 _-.- -_.. __ ._.-_. __..._ `485 485 S7R-23 DI -38 8 STR41 0.51 0.88 0.45 0.94 8.1 8.52 em 235.00 1.13 IB 14.52 .. 0.50 STR41 STR40 1.00 RCP ® 2.00%g 0.84 178 8.8 8.38 11.35 517.10 517.00 16.00 0.83 24 23.34 7.4 0.04 480 STR53 STR-52 ---. 0.77 0.28 0.28 5.0 8.81 1.94 513.63 513.02 86.00 0.71 IB 11.51 4.84 0.30 STR52 480 0.62 0.88 0.55 0.53 5.3 6.73 8.57 512.92 512.84 55.00 0.50 18 9.88 6.17 0.15 STR-51 STR50 0.53 0.88 0.47 1.30 5.4 6.68 12.26 512.54 512.50 8.00 0.50 21 14.57 6.79 0.02 STR51A STR51 0.62 0.85 0.53 0.53 5.0 6.61 3.59 513.07 512.64 32.00 1.33 15 9.79 7.36 0.07 475 475 STR-52A STR52 0.51 0.88 0.44 0.44 5.0 6.81 2.99 513.12 513.00 9.00 1.33 15 9.61 6.91 0.02 XI�llT6 ST(3F�Ak -5€�V€ROf� 2.23 0.82 1.83 1.83 5.0 6.81 12.45 514.95 514.30 127.00 0.51 21 14.71 8.86 0.31 STR-62 STR-61 2.38 0.80 1.90 3.73 5.3 8.72 25.09 513.10 508.10 219.00 2.28 21 31.1 14.38 0.25 470 470 ry ♦1; STRSIC RfL 0.57 0.88 0.50 0.50 6.81 3.42 511.73 511.03 69.00 15 8.44 8.52 0.18 STR-618 STR51A 0.00 0.00 0.00 0.50 5.2 6.76 3.39 510.93 (� �AN�S R�O�) � 1.42 _.. - _ zi:: ::: - _-:....� -___ _-_" -.. :. ..-- -:.:- .-... �,>- 0.88 465 0.79 5.4 6.70 5.31 509.28 508.44 83, DO 0.98 15 8.31 7.53 0.18 _.:__ +00 +nri TStorm Sewer EX -4A to EX -1 - .............. _.......... ert.; _..736_�_.._...-......._................. 1 () SCALE: 1"=10' Yert.; 1"=30' Horz. Storm Sewer ST -91 to ST -EX -2 SCALE: 1"=10' Vert; 1"=30' Horz. LD 229 & LD SING GRAGE CALCULATIONS C10 SCAIE: 1"=10' Vert.; 1"=30' Horz. 520--R JPlPe Velocity lFlow time Point A Coel JAC LD -204 abmtwater Inlet Com urations Tc Int 520 Inv Len S ® Cap -.._, - - - ac) -- -- -- ---- ........ 0 WIN E .. % _ c/s 515 (min) .._ 2 .... 505 _. - -- a 8 15 10 u Q^ 12 13 14 15 18 17 STR-10 STR-9 1.48 0.80 1.18 1.18 5.0 6.61 8.06 533.83 t 58.00 18 u W 7.73 0.13 STR-9 STRS 0.15 0.88 - . 5 570 510 --m ._ -BJ` _t5'-i1BPE IF09&S 58.00 0.74 18 --- _ 7.31 S STRS STR-7 y : x 1.48 5.3 IE e A 525.90 505 .. w _.----- *- _..- m:- -- -- 0.21 :. N - - _� ... ....:. 500 500----_----'z-' 5.5 8.68 14.24 524.85 520.59 165.00 2.58 .:. 33.09 13.24 0.21 STRS £a 1.40 x 1.19 a X 500 22.00 517.50 516.50 197.00 0.51 30 38.06 8.04 500 0+00 . ,- 2+00 3+00 ~ U STR5B1 STR-5B 1 0.19 0.80 S ^ B {g IIE w --. m 529.53 58.00 1.60 x 10.29 5.381 0.20 2 _ _. E STR5D STR-5C r8r > 0.30 ' d 495 495 o 545.50 c'2 1.02 SOME 8.48 5.71 94 STR5C 95 0.42 0.82 0.34 0.65 5.2 6.76 v 544.70 v o: v in 23.74 0 0 0 STRSA c3 di 0.13 m' 6.0 ae o 528.75 525.84 43.00 2.10 15 12.17 9.92 0.07 STR-SA STR-5 0.15 0.35 0.05 0.83 6.1 2 1 3 521.48 4 (ac) 5 8 1 7 Storm Sewer ST -91 to ST -EX -2 SCALE: 1"=10' Vert; 1"=30' Horz. LD 229 & LD SING GRAGE CALCULATIONS C10 SCAIE: 1"=10' Vert.; 1"=30' Horz. 520--R JPlPe Velocity lFlow time Point A Coel JAC LD -204 abmtwater Inlet Com urations Tc Int 520 Inv Len S Dim Cap -.._, - - - ac) -- -- -- ---- ........ _.. EI .. % _ c/s 515 (min) .._ 2 .... 505 _. - -- a 8 15 10 u Q^ 12 13 14 15 18 17 STR-10 STR-9 1.48 0.80 1.18 1.18 5.0 6.61 8.06 533.83 t 58.00 18 u W 7.73 0.13 STR-9 STRS 0.15 0.88 - . 5 570 510 --m ._ -BJ` _t5'-i1BPE IF09&S 58.00 0.74 18 --- _ 7.31 S STRS STR-7 y : x 1.48 5.3 IE e A 525.90 505 .. w _.----- *- _..- m:- -- -- 0.21 :. N - - _� ... ....:. 500 500----_----'z-' 5.5 8.68 14.24 524.85 520.59 165.00 2.58 .:. 33.09 13.24 0.21 STRS £a 1.40 x 1.19 a X 500 22.00 517.50 516.50 197.00 0.51 30 38.06 8.04 500 0+00 . ,- 2+00 3+00 ~ U STR5B1 STR-5B 1 0.19 0.80 S ^ B {g IIE w --. m 529.53 58.00 1.60 x 10.29 5.381 0.20 2 _ _. E STR5D STR-5C r8r > 0.30 ' d 495 495 o 545.50 c'2 1.02 0 8.48 5.71 94 STR5C 95 0.42 0.82 0.34 0.65 5.2 6.76 v 544.70 v o: v in 23.74 0 0 0 STRSA c3 di 0.13 m' 6.0 ae o 528.75 525.84 43.00 2.10 15 12.17 9.92 0.07 STR-SA STR-5 0.15 0.35 0.05 0.83 6.1 2 1 3 521.48 4 (ac) 5 8 1 7 1 B Irdh(cls) 1 9 10 (cis) 1 11 I (eft) 12 1 1 13 ('f) 14 C7Y 1 15 I Cr 16 t) 490 18 19 (c6 20 c& 1 21 ) 22 (A) 1 23 24 0; STRIA STRI .,,. 0.86 0.88 495 --- 6.81 :� - 500 - -' '- 495 'n.1LL._U o u STRIA 0.22 DI -38 12 0.77 0.88 0.88 2.85 0.000 2.85 0.018 0.040 0.063 4.39 0.43 100% 2.65 0.00 0.43 0.18 - 0,86 8.59 34.811 -- : __. �> _ _ 30 38.45 STR3 Di -3C 8 0.57 0.90 0.51 4.0 2.05 0.000 2.05 0.018 0.050 0.083 3.81 0.41 100% 2.05 0.00 0.41 OS 0.82 STR3 _.... 495 485 4.31 :.>N�ro - . �a =__-__. ..... .... 490 ............. __ _ .- ........ ......... ...:. 9.921 ..........__ _.__....._ STR-3 STR-BP ,. 0.90 0.51 4.82 N r 41.88 512.50 _ 0+00 1+00 2+00 3+00 4+00 5+00 12.5 0.11 STR-BP STRSF 0.00 0.00 0.00 STR5A 2 Storm Sewer ST -63 to EX -3 - 511.52 0.15 0.351 0.05 C10 SCALE: 1"=10' Vert.; 1"=30' Horz. 0.27 0.000 0.21 - - Storm Sewer ST -91 to ST -EX -2 SCALE: 1"=10' Vert; 1"=30' Horz. 4 Storm Sewer ST -61C to ST -61 CjQ SCALE. 1"=10' Vert., 1"=30' Horz. LD 229 & LD SING GRAGE CALCULATIONS C10 SCAIE: 1"=10' Vert.; 1"=30' Horz. 520--R JPlPe Velocity lFlow time Point A Coel JAC LD -204 abmtwater Inlet Com urations Tc Int 520 Inv Len S Dim Cap Inc ac) (min) (infhr) (cls) EI EI (8 % (in) c/s 515 (min) .._ 2 .... _ _. - -- a 8 15 10 u Q^ 12 13 14 15 18 17 STR-10 STR-9 1.48 0.80 1.18 1.18 5.0 6.61 8.06 533.83 t 58.00 18 u W 7.73 0.13 STR-9 STRS 0.15 0.88 - . 5 570 510 --m ._ -BJ` _t5'-i1BPE IF09&S 58.00 0.74 18 --- _ 7.31 S STRS STR-7 y 0.81 x 1.48 5.3 IE e A 525.90 505 2.62 _.----- *- _..- m:- -- -- 0.21 :. N - - _� ... 0.81 505 0.85 2.13 5.5 8.68 14.24 524.85 520.59 165.00 2.58 a 33.09 13.24 0.21 STRS £a 1.40 x 1.19 a X 500 22.00 517.50 516.50 197.00 0.51 30 38.06 8.04 500 0+00 1+00 2+00 3+00 4 Storm Sewer ST -61C to ST -61 CjQ SCALE. 1"=10' Vert., 1"=30' Horz. (M Storm Sewer ST -93 to ST -92 CIO SCALE: 1"=10' Vert.; 1"=30' Horz. r l� LD 229 & LD 204 CALCULATIONS C10 SCAIE: 1"=10' Vert.; 1"=30' Horz. Pipe JPlPe Velocity lFlow time Point A Coel JAC LD -204 abmtwater Inlet Com urations Tc Int Flow Inv Inv Len S Dim Cap Inc ac) (min) (infhr) (cls) EI EI (8 % (in) c/s Ns (min) 1 2 3 4 5 6 7 a 8 9 10 u Q^ 12 13 14 15 18 17 STR-10 STR-9 1.48 0.80 1.18 1.18 5.0 6.61 8.06 533.83 t 58.00 18 u W 7.73 0.13 STR-9 STRS 0.15 0.88 0.13 1.31 5 8 a 531.84 531.41 58.00 0.74 18 11.75 7.31 S STRS STR-7 y 0.81 x 1.48 5.3 IE e A 525.90 150.00 2.62 18 22.10 12.19 0.21 STR-7 STRS 0.81 0.60 0.85 2.13 5.5 8.68 14.24 524.85 520.59 165.00 2.58 a 33.09 13.24 0.21 STRS £a 1.40 x 1.19 a X 6.62 22.00 517.50 516.50 197.00 0.51 30 38.06 8.04 0.41 ~ U STR5B1 STR-5B 1 0.19 0.80 S ^ B {g IIE w Z m 529.53 58.00 1.60 x 10.29 5.381 0.20 2 E STR5D STR-5C r8r > 0.30 ' d 6.81 2.07 o 545.50 c'2 1.02 0 8.48 5.71 94 STR5C 95 0.42 0.82 0.34 0.65 5.2 6.76 v 544.70 v o: v in 23.74 0 0 0 STRSA c3 di 0.13 m' 6.0 ae o 528.75 525.84 43.00 2.10 15 12.17 9.92 0.07 STR-SA STR-5 0.15 0.35 0.05 0.83 6.1 2 1 3 521.48 4 (ac) 5 8 1 7 1 B Irdh(cls) 1 9 10 (cis) 1 11 I (eft) 12 1 1 13 ('f) 14 C7Y 1 15 I Cr 16 t) 17 (R) 18 19 (c6 20 c& 1 21 ) 22 (A) 1 23 24 0; STRIA STRI 0.77 0.86 0.88 495 --- 6.81 4.51 - - - -' '- 495 18 12.21 STRIA 0.22 DI -38 12 0.77 0.88 0.88 4.0 2.85 0.000 2.85 0.018 0.040 0.063 4.39 0.43 100% 2.65 0.00 0.43 0.18 0.5 0,86 8.59 34.811 -- : __. {.. ..__ ..._ _ _ 30 38.45 STR3 Di -3C 8 0.57 0.90 0.51 4.0 2.05 0.000 2.05 0.018 0.050 0.083 3.81 0.41 100% 2.05 0.00 0.41 OS 0.82 STR3 490 - 0.00 4.31 6.2 6.47 38.82 490 513.20 124.00 0.65 30 42.99 9.921 0.21 STR-3 STR-BP 0.57 0.90 0.51 4.82 6.4 6.42 41.88 512.50 511.62 80.00 1.10 30 55.92 12.5 0.11 STR-BP STRSF 0.00 0.00 0.00 STR5A 8.4 DF7 - 511.52 0.15 0.351 0.05 30 4.0 0.27 0.000 0.21 - - - - - 023 100% 0.21 0.00 1 1 61.00 9.38 36 285.56 29.32 _.. STR-2 STRA 0.00 0.00 0.00 4.96 6.8 6.33 53.53 487.05 485.10 43.00 4.52 35 184.34 22.59 0.03 STR-BP STRSF 0.00 0.00 0.00 0.00 5.0 6.61 BYPASS 485 510.43 7.00 _ - --- - .-- --- 485 STRSF STRSPI STRS 0.00 DF38 4.82 8 0.19 0.84 0.18 8.00 1.0 O.B4 8.40 0.61 0.018 (1.012 0.021 O.17B3 3.14 010 700% 0.84 0.001 1 STR-12 STR-11 0.94 0.90 EC -T . 0.85 90'15{_ Fri - 5.76 _ - -- 516.00 197.00 1.02 STRS 11.491 DR - STR41 1.40 0.85 1.19 0,84 4.0 4.78 0.00 4.78 - - - - - 0.45 100% 4.7110 0.0001 11 480 - - _. -- - - ...._ 480 STR-23 STR-22 0.11 0.90 0.10 0.10 5.0 6.81 0.67 534.50 526.50 182.OD 4.41 15 17.64 6.9 0.44 STR-22 STR-21 0.71 0.85 0.60 0.70 5.4 6.89 4.70 0.80 0.85 4.0 2.59 0.00 2.59 - - - - 0.35 100% 2.590 0.000 521.90 165.00 0.67 18 11.18 6.05 0.45 STR-21 STR-20 0.84 0.83 0.70 1.40 5.9 8.56 9.19 521.80 521.50 48.00 0.62 18 10.75 8.64 0.12 STR-35 STR-34 0.81 0.79 475 - 5.0 8.81 } . - 534.35 475 1.00 15 8.40 Di38 STR-34 B 0.21 0.81 0.77 0.83 4.0 0.88 5.64 0.68 0.018 0.04 0.050 0.083 7.83 6.95 100% 1.59 0.00 0.18 0.5 0.32 STR33A _... 0.20 0.81 0.16 0.16 5.01 8.81 1.10 538.00 535.90 7.00 1.501 15 10.26 5.47 0.02 STR9 STR32 D13B 0.00 8 0.15 0.86 0.13 7.82 4.0 0.52 241.00 0.52 0.018 0.05 0.020 D.OB3 1.71 0.14 100% 0.52 0.00 1.27 5.7 6.63 9.49 525.56 522.50 " -1 __ - 470 0.18 STR-31 ¢7p - 0.82 - 1.48 5.6 6.58 10.83 522.10 522.00 STR-21 0.57 DF7 15.55 6.99 0.84 0.83 0.70 4.0 2.78 2.79 - 0.37 100% 2.79 0.00 STR-TD STR-43 0.15 0.81 0+00 1+00 0.09 5.0 6.81 Storm Sewer ST -94 to ST -95 527.43 76.00 0.53 15 sTRaz 3.2 DF7 STRI3 STR42 0.71 0.85 D.eo 0.16 4.0 2.41 1.05 2.47 - 199.00 0.88 15 6.82 0.35 100% 2.41 0.00 X10 SCALE: 1"=10' Vert.; 1"=30' Horz. STR42A 0.17 0.90 0.10 0.33 4.0 0.10 6.81 0.401 0.0161 0,041 DMIJ 0.0031 1.551 0.13 i00%l 0.10 0.00 S7R-23 DI -38 8 STR41 0.51 0.88 0.45 0.94 8.1 8.52 em 520.00 517.35 235.00 1.13 IB 14.52 7.88 0.50 STR41 STR40 1.00 0.64 0.84 178 (M Storm Sewer ST -93 to ST -92 CIO SCALE: 1"=10' Vert.; 1"=30' Horz. r l� LD 229 & LD 204 CALCULATIONS C10 SCAIE: 1"=10' Vert.; 1"=30' Horz. LD -279 Storm Drain D"Iln Computations Route Prod. HTC Area At County: Albemarle District Rio From To Point Catch Runoff j Inc Accum Tot Tot I Tot lup Dn a Inv Pipe JPlPe Velocity lFlow time Point A Coel JAC AC Tc Int Flow Inv Inv Len S Dim Cap Inc ac) (min) (infhr) (cls) EI EI (8 % (in) c/s Ns (min) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 18 17 STR-10 STR-9 1.48 0.80 1.18 1.18 5.0 6.61 8.06 533.83 533.31 58.00 0.90 18 12.95 7.73 0.13 STR-9 STRS 0.15 0.88 0.13 1.31 5.1 6.77 8.89 531.84 531.41 58.00 0.74 18 11.75 7.31 0.13 STRS STR-7 0.21 0.81 0.17 1.48 5.3 6.74 9.99 529.83 525.90 150.00 2.62 18 22.10 12.19 0.21 STR-7 STRS 0.81 0.60 0.85 2.13 5.5 8.68 14.24 524.85 520.59 165.00 2.58 21 33.09 13.24 0.21 STRS STR-5 1.40 0.85 1.19 3.32 5.7 6.62 22.00 517.50 516.50 197.00 0.51 30 38.06 8.04 0.41 STR5B1 STR-5B 1 0.19 0.80 0.151 0.15 5.0 6.81 1.01 530.52 529.53 58.00 1.60 15 10.29 5.381 0.20 STR5D STR-5C 0.38 0.80 0.30 0.30 5.0 6.81 2.07 546.14 545.50 63.00 1.02 15 8.48 5.71 0.18 STR5C STR5B 0.42 0.82 0.34 0.65 5.2 6.76 4.38 544.70 52815 208.00 7.99 15 23.74 14.76 0.23 STR58 STRSA 0.18 0.79 0.13 0.77 6.0 6.53 6.10 528.75 525.84 43.00 2.10 15 12.17 9.92 0.07 STR-SA STR-5 0.15 0.35 0.05 0.83 6.1 8.52 8.43 521.48 520.25 85.00 2.00 15 11.87 9.67 0.11 STRIA STRI 0.77 0.86 0.88 0.88 5.0 6.81 4.51 515.70 515.00 85.00 0.80 18 12.21 6.39 0.22 STR5 STR4 0.19 0.84 0.18 4.31 5.8 8.59 34.811 515.60 514.40 231.001 0.52 30 38.45 8.87 0.43 STR4 STR3 0.00 0.00 0.00 4.31 6.2 6.47 38.82 514.00 513.20 124.00 0.65 30 42.99 9.921 0.21 STR-3 STR-BP 0.57 0.90 0.51 4.82 6.4 6.42 41.88 512.50 511.62 80.00 1.10 30 55.92 12.5 0.11 STR-BP STRSF 0.00 0.00 0.00 4.82 8.4 6.42 53.11 511.52 510.90 9.00 7.28 30 143.87 27.10 0.01 STRSF STR-2 0.00 0.00 0.00 4.62 6.5 6.39 52.98 505.00 499.28 61.00 9.38 36 285.56 29.32 0.03 STR-2 STRA 0.00 0.00 0.00 4.96 6.8 6.33 53.53 487.05 485.10 43.00 4.52 35 184.34 22.59 0.03 STR-BP STRSF 0.00 0.00 0.00 0.00 5.0 6.61 BYPASS 510.50 510.43 7.00 1.00 15 8.40 7.79 0.01 STRSF STRSPI 0.00 0.00 0.00 4.82 5.01 6.81 BYPASS 507.43 507.35 8.00 1.00 15 8.40 7.79 11.02 STR-12 STR-11 0.94 0.90 0.85 0.85 5.0 6.811 5.76 518.00 516.00 197.00 1.02 18 11.491 6.51 0.50 STR41 STR-BP 0.93 0.90 0,84 1 A 5.5 6.67 11.22 515.20 514.42 59.00 1.33 18 13.12 8.34 0.12 STR-23 STR-22 0.11 0.90 0.10 0.10 5.0 6.81 0.67 534.50 526.50 182.OD 4.41 15 17.64 6.9 0.44 STR-22 STR-21 0.71 0.85 0.60 0.70 5.4 6.89 4.70 $23.00 521.90 165.00 0.67 18 11.18 6.05 0.45 STR-21 STR-20 0.84 0.83 0.70 1.40 5.9 8.56 9.19 521.80 521.50 48.00 0.62 18 10.75 8.64 0.12 STR-35 STR-34 0.81 0.79 0,641 0.64 5.0 8.81 4.36 535-071 534.35 72.00 1.00 15 8.40 6.91 0.17 STR-34 STR-33 0.25 0.78 0.20 0.83 5.2 6.76 5.64 533.25 532.92 38.00 0.87 15 7.83 6.95 0.09 STR33A STR-33 0.20 0.81 0.16 0.16 5.01 8.81 1.10 538.00 535.90 7.00 1.501 15 10.26 5.47 0.02 STR-33 STR32 0.00 0.00 0.00 1.00 5.3 6.73 7.82 532.32 527.56 241.00 1.97 15 11.77 10.27 0.39 STR-32 STR31 0.32 0.84 0.27 1.27 5.7 6.63 9.49 525.56 522.50 124.00 2.48 15 13.22 11.72 0.18 STR-31 STR30 0.26 0.82 0.21 1.48 5.6 6.58 10.83 522.10 522.00 17.00 0.57 21 15.55 6.99 0.04 STR-TD STR-43 0.15 0.81 0.09 0.09 5.0 6.81 0.62 527.83 527.43 76.00 0.53 15 6.11 3.2 0.40 STRI3 STR42 0.28 0.80 0.16 0.16 5.3 6.74 1.05 527.33 526.02 199.00 0.88 15 6.82 4.04 0.82 STR42A STR42 0.40 0.53 0.33 0.33 5.0 6.81 2.28 526.80 526.37 43.00 I.00 15 8.4 5.81 0.12 STR 22 STR41 0.51 0.88 0.45 0.94 8.1 8.52 em 520.00 517.35 235.00 1.13 IB 14.52 7.88 0.50 STR41 STR40 1.00 0.64 0.84 178 8.8 8.38 11.35 517.10 517.00 16.00 0.83 24 23.34 7.4 0.04 STR53 STR-52 0.37 0.77 0.28 0.28 5.0 8.81 1.94 513.63 513.02 86.00 0.71 IB 11.51 4.84 0.30 STR52 STR-51 0.62 0.88 0.55 0.53 5.3 6.73 8.57 512.92 512.84 55.00 0.50 18 9.88 6.17 0.15 STR-51 STR50 0.53 0.88 0.47 1.30 5.4 6.68 12.26 512.54 512.50 8.00 0.50 21 14.57 6.79 0.02 STR51A STR51 0.62 0.85 0.53 0.53 5.0 6.61 3.59 513.07 512.64 32.00 1.33 15 9.79 7.36 0.07 STR-52A STR52 0.51 0.88 0.44 0.44 5.0 6.81 2.99 513.12 513.00 9.00 1.33 15 9.61 6.91 0.02 STR-63 STR-62 2.23 0.82 1.83 1.83 5.0 6.81 12.45 514.95 514.30 127.00 0.51 21 14.71 8.86 0.31 STR-62 STR-61 2.38 0.80 1.90 3.73 5.3 8.72 25.09 513.10 508.10 219.00 2.28 21 31.1 14.38 0.25 STRSIC STR-618 0.57 0.88 0.50 0.50 5.0 6.81 3.42 511.73 511.03 69.00 1.01 15 8.44 8.52 0.18 STR-618 STR51A 0.00 0.00 0.00 0.50 5.2 6.76 3.39 510.93 5118.58 97.00 1.42 15 10.01 7.37 0.22 STRSIA STR-61 0.33 0.88 0.29 0.79 5.4 6.70 5.31 509.28 508.44 83, DO 0.98 15 8.31 7.53 0.18 STR-61 STR-80 0.00 0.00 0.00 4.52 5.6 8.65 30.08 504.44 503.50 89.00 1.07 30 45.96 9.98 0.15 STRSO STR-0 2.83 0.90 2.551 7.07 5.7 8.61 46.72 500.52 499.57 84.00 1.50 38 88.5 12.88 0.08 STR-72 STR-71 3.38 0.80 2.701 2.70 5.0 6.81 11.73 508.001 507.40 87.00 0.90 30 42.18 7.35 0.15 STR-71 STR-70 OM0.00 0.00 0.00 5.0 6.81 11.73 507.00 506.50 54.00 0.93 30 42.85 7.44 0.12 STR-70 STR EX4 0.00 0.00 0.00 0.00 6.0 6.53 11.73 506.D01 505.90 18.00 0.54 30 32.65 6.11 0.05 STR-70B STR-70A 0.16 0.90 0.14 0.14 5.0 8.81 0.98 521.201 520.40 12.00 6.62 15 21.61 14.24 0.01 STR-70A STR-70 0.00 O.DO 0.00 0.00 7.3 6.20 4.90 519.501 517.50 73.00 2.74 15 13.9 10.34 0.12 STR93 STR-92 0.48 0.81 0.39 0.39 5.0 6.81 2.85 487.79 485.10 42.00 6.44 15 17.76 10.39 0.07 STR91 STR-90 0.22 0.83 0.14 0.14 ----5-07-6.81 0.95 484.09 483.79 7.00 1.17 15 11.17 5.62 0.02 STR-90 STR-E)2 0.001 0.00 0.00 0.14 5.0 6.80 0.95 483.29 483.00 17.00 3.92 15 18.83 7.35 0.04 STR45 STR94 0.35 0.52 0.18 0.18 5.0 6.81 1.24 488.00 482.00 90.00 4.47 15 17.75 8.33 0.18 Q d] - U ^Mo do _J d�Oni m J Y YQ C M M N C a0 Oto nu C � � m E O Q i t 'r i0Z �rl tale, )DD M. 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STRUCTURE 7 Q = CIA = (0,80)*(4 in/hr)*(0.81 ac) = 2.59 cfs S = 3.33% D = 0.18' MAX SPREAD = 4.50' a 5 Sanitary Sewer MH -N to ST -K _._.......-----11-1-1...-- (;� i SCALE: 1'=10' Vert.; 1"=30' Horz_..- STRUCTURE 21 STRUCTURE 22 STRUCTURE 61A Q = CIA = (0.83)*(4 in/hr)*(0.84 ac) = 2.79 cfs Q = CIA = (0.85)*(4 in/hr)*(0.71 ac) = 2.41 cfs Q = CIA = (0.88)*(4 in/hr)*(0.33 ac) = 1.16 cfs S = 3.33% S = 3.33% S = 0.05% D = 0.17' MAX SPREAD = 6.12' D = 0.15" MAX SPREAD = 10.15' D = 0.12' MAX SPREAD = 3.00' N- d6 N N S N Q r0 � e U i v.r� J mm 'j + 0TY U7 n Y 7 C N z C � �t C a 0 -u p 0 C m m E m� 0 Q • i '. ' , • . 0 & "' /O11a 9 K`r s )DD M. P Lic. No. 22869 K 0 (2- 0 0 3 {8 I 0 U x m 3 ;� 0 C��` x r42!:! a 191-1-1-1-l", r u N Z N N ♦ Lei M z V) �c� `4 H a z a w U o � Z.---I L) � � d w a O W 34 H Q � m �U) � U z L� Gd O CM �R Q = U0 F E- I P! 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U) � Z A ,0111 C) , I U u w Jim w I U 8 8 8 oi .. :y 4 I � L'a m -- - - -<L CO I a NZ� 0 04 �24 � 1 �4 >_ E-4 - rcn ., F4 z N u � C:) �" � ,-.., U 0 _<1104 �:-- wa4 C) a e� F2 44 �� r:� W C4 m 04 I-� = C) E-4 . .o U) rr2l P� E L) 0 I.- � P4 W 0 w E x DDR PROJECT NO: 08.017fi � INDEX TITLE: C12 SHEET NO: 12 OF 20 &*10 DATE: 07-14-2008 9 I � I 9 p 9 a uj 3 9 9 la 8 a . 8 . Ic F. N Ez A .. U) � Z A ,0111 C) , I U u w Jim w I U 8 8 8 oi .. :y 4 I � L'a m -- - - -<L CO I a NZ� 0 04 �24 � 1 �4 >_ E-4 - rcn ., F4 z N u � C:) �" � ,-.., U 0 _<1104 �:-- wa4 C) a e� F2 44 �� r:� W C4 m 04 I-� = C) E-4 . .o U) rr2l P� E L) 0 I.- � P4 W 0 w E x DDR PROJECT NO: 08.017fi � INDEX TITLE: C12 SHEET NO: 12 OF 20 &*10 DATE: 07-14-2008 A t. =Ion alsll 480( cel/ - +. c �.1� alsll •��■� � 1/ C Ill al�ll 'i•■� = 1� 2 M' m ��d mil „r. • Isla"' f } 1 I[ '(, IAV �'V V. D.J. .. • • • , • _ r •.,.'•` e v ( n .., 4,Of•l .�i . .....>>�� �^. of �I n_or•� �''��%/�:9� `�" fry, I�I��a■O�diYO�w�4(��s_ o �z , .•� it �',, .. � - �' g. fordf- KIN T �/ ani .�i • 'wN>!►,��'�. 'tea 11 t�.D� � N I�V��•Z'��/ /1111 �t 'ld'•F I all 1� � '�� � � - C r lit. •. � `� t � 7Nf' • �hifG I •1 �+ ;EAI �, �� �h4lr3■��' ( i 1 It � ` �►'��� A� r11YB1t�C� - ' ;, • I♦ � •''`� l •�'\res SoW, • � , a x�, a �tiditr i �I� �A :. r •, NII \��€_. �:,�a i•� �°I'K� �,) • • ' 11 gg {oSoioSoZololLo�o10�11 PLANTING OF it, AND AROUND N�;�' 741►' • �/��. • FACILITY To B.0 APPROVED BY sit; THE ARB �.r d:t. • 1Ah:}II o Ib� -a=" 1� • i' 'L it 1�alw til;/�ir qJ II _ RL i - :fes 'Wa VA M, / •,'iL •'f111i 111 i ��� -i' • A,0' ; •.,-_ pp i.• to °a 1 / 6i; •11.1 .Ark.•' 1 s,�F. u a{t1 • • -ilii • 1 11 • � ,•rte-gvl��C1 ~'N :�41\r • 1� 1 Ak•we sot of • �! ��� ilii �IIi . 0 :. . 1 1� '�I�',DI ��e�1/1 •Vivi IN � r %;; n - . `rlrtt►,,�I%%%�%�z•'1`.,.� Pit �� 110.. � 5120 1� nN * � P • SVA 17�j•�'?ri 1!O. , l6AX v aravilais a� ��i�fi�r. � ��� ��!►�� / tw , �� �.. ••...; �t HIL141 • �uL� Ep�� r< .."i� n • • •.� �•s'f/fit➢.rJ•,'•O(10�0'j �1 �••A�y�y+�A��• QI 1y� /u c�� • • • N: • • (r . 'ilk ` ."' �• ,�_. - ��R a _ - � • � 'T�1i`�• 0���/)y�O'C�G,O���S l afrt'a/O�• 7 \�Fc a me 19- AM&5yj r: qw 95 r: ROUTE27.0 r 1 30 .r 91 ©. ■all.all.all.all . F- W W (n O I- W W W NOTES: 1. ALL ROOFTOP, GROUND AND WALL MOUNTED EQUIPMENT SHALL NOT BE V15113LE FROM THE ENTRANCE CORRIDOR. 2. ALL RETAINING WALL5 TO BE COBBLESTONE REDDI-ROCK ORANGE BASE WITH MEDITTERANEAN TOP COAT WITH BLACK METAL SAFETY RAILING (SHEET C 19) INSTALLED ON " ALL WALLS OVER 4' IN HEIGHT. THE FOLLOWING BLOCK SIZES (20'x9", 19"x 9", 16 2"x 9" , 13" x 9', 12r x 9', AND I I x 9) SHALL BE USED IN A RANDOM PATTERN IN EACH FORM. 3. REGARDING PHASING, THE POND WILL BE MAINTAINED AS A SEDIMENT BA51N UNTIL AREA A 1 15 BUILT OUT. THI5 INCLUDES THE PORTION OF MEETING STREET THAT 15 ADJACENT TO THE A I SECTION. PROPOSED PLANTINGS SURROUNDING THI5 AREA WILL BE PLANTED WITHIN 6 MONTHS OF THE CONSTRUCTION OF THE RETAINING WALLS BORDERING THE TRUCK LANE. ONCE AREA A 1 15 COMPLETELY DEVELOPED, THE SEDIMENT BA51N WILL BE CONVERTED TO A WET POND, 4. ALL LARGE TREE SPECIES SHALL BE LOCATED 20 ON CENTER MINIMUM FROM THE CL05E5T OVERHEAD POWER LINE AND OUT5IDE THE STORMWATER DRAINAGE EASEMENT. 5. PLANTING OF AND AROUND 5TORMWATER FACILITY TO BE APPROVED BY THE ARE. Umg EI LANDSCAPING CANOPY REQUIRED: J `�S� 10% of Total Site Area Oy ate. Total site Area 1,G40,905 5F (37.68 Acres) 1,641,341 5F' . I 0- 164,134 5F Required a 7 N LAND5CAPING CANOPY PROVIDED: C 0 W n Total Canopy Provided - 211.343 5F 5TREET TREES: 0 G Route 29: Q Required: 1.3G6 LF135 LF (spacing) - 34 Trees Provided: 28 Shade Trees + 24 Ornamental Trees = 52 Trees (Due to utility conflicts) • v t ■ M Towncenter Drive: w • v Required: 982 LF/40 Lr (5PACING) - 25 Tyres ••"I•� �'- '' 0c�!� Provided: 15 Proposed Shade Trees + 3 Ornamental Trees•�Q A• p� r� +9 Existing TreeTrees (Approx. 2,079 5E) - 27 TreO■ *�� Meeting Street: Required: 1,528 LP/40 LF (spacvxi - 38 Trees y H Op Existing: 11 Shade Trees (5.181 5F) Provided: 6 shade Trees + 6 Ornamental Trees + I I Exi5ting Trees - 23 Trees (Due to utility conal 0 INTERIOR LANDSCAPING: " TODD M. Required: I Tree per 10 Parking Spaces A [Ac. No. 22869 1,186+10- 119Trees 'Po a-30-oe yes Presided: 129 Trees '^F Area Required: 5% of Total Parking Area �SYONAL F'�G 0.05'418,216 Sr - 20,911 5F Area Presided: = 41,900 5F NOR: I. 57 N MINMUM FL1NnNG MEA NrO11ND TREE. '9 !SECTION 1 PARK_1NC LOT PLANTER C15 NOT To scala 9 N Qi Z H� Z � z a O d W � � � z U i� � O (n Q � O � o w rn DDR PROJECT NO: 08.017 INDEX TITLE- C15 SHEET NO. 15 OF 20 DATE 07-14-2008 PLANT LI5T QUANTITY KEY BOTANICAL NAME COMMON NAME CALIPER HEIGHT REMARKS CANOPY (5P) TOTAL CANOPY (5F) SHADE TREES 25 AR Acer rubmm Red Maple 2.5' 452 11300 2 AR2 Acer mbrum Red Maple 3.5' 510 1020 7 ARK Acer rubnim'Ka ck' 'KarpcW Red Maple 3.5' 397 2.779 26 A513 Acer wcchannn 5onfire 'Borihne' 5u ar Maple 2.5' 214 5,564 75 BN Betula m ra'Henta e' 'Renta e' River Birch 2.5' multi-5tem 464 34.800 22 L5R Li uidami:,ar styraciflus 'Rotund,lobi 'Rotund,loba'Swe um 2.5' 238 5,236 7 LER2 Li uidambar 5t ciflua'Rotundnoba' RotundjIoi;i.'5weetqumi 3.5' 272 1.904 2 PA Platanus x. acerfolia 5lood ood' 'Blood ood' London Planetme 2.5' 422 844 100 OF Quercus pl Willow Oak 2.5' 419 41,900 7 QPFG QucMU9 pollustns Trin Teen' 'Pin reen' Pin Oak 2.5' 34 238 24 OFF Quercus lo5tns'Pnn reen' 'Pin reen' Pin Oak2.5' 34 816 5 TC T,ha cordata 'Greens re 'Greens re' bttleleaf Linden 2.Y 288 1,440 71 UP Ulmus rvifolia'Allee 'Atlee' Chmex Elm 1 2.5' 423 30.033 15 UP2 Ulmus arvifoha'Alled 'Allee' Chme,e Elm 1 3.5'12120 83 7.245 7 Z5 Zelkova 5emata'Villa a Green' 'Villa a Green' Ja nex Zelkova 2.5' S 1 O 3.570 ORNAMENTAL TREES 23 AC Amelanchier anadensis 5hadblow 5ervioctierry 0.7' 1 multi -stem 130 2,990 14 AGAR Amelanchier x. rondifiora 'Autumn Bnlhance 'Autumr Enlhance' 5erncebe 6'-T multi-5tem 130 1,820 12 CXR Comu5 x. Rutgan 5tdbr Pink rIv,verinq Dogwood V-7' 124 1.48a 12 LIT La emtromia mdia T ce Tu5ke ee' CN em le 0-7' 77 924 1 7 MG Ma nolo gnindill Southern Ma nola 6'-T 82 1394 14 MV Magnolia wr imarw 5weetl:,ay Ma nolia 6'-T 1 13 1582 5 PKI Pnmus x. now x. Campanalata Okame Cherry 2.5' 99 495 21 PY Pmnus yc4ovnN, Yoehmo Flowenng Cherry 99 2079 BROADLEAF EVERGREENS 22 AGC Abelia c1rancliflora'Cmfetti Confetti Abelis 24' 1 14 308 49 CP Ch.mae cypans pisafena fillfem 'Gold Mo 'Gold Mo Falee Cyprims M3 Cont. NA 35 EK Euorymi.m, kwutwhov,cus'Fanl,i 'Paulii Euo us 24"-30' NA NA 18 IAF Ilex attenuata'Fosten' Foster Hol 0-7' 16 288 9 IBP Ilex x. mexrvae'Blue Iii 'Blue Pnnce' Holly 36' 23 207 90 IC15C Ilex crenat. 5ennetts Compacta' 'Bennetts Com artaHol 24" 16 1440 96 IC5T Ila crenata Soft Touch' Soft Touch' Hol 24' 16 1536 53 ILXGL Ila 11abra'ih n' 'N,q4Inktewy Holly 36' 23 1219 150 IG5 Ila cjlabra Shamrock' 'Shamrock' Inliberry Holl 24' 23 3450 7 1 IMCG IlIft mexrvae'China Gd' 'China Gid' Hol 36' 23 I e I I IMCG 111ft me, Nae'Cmna B 'China Boyholly 36" 23 23 48JCE Jun, a chmeriNs fx ansa' Parson's Juniper 36" 1 1 528. 37 ]CNC Jumpemus chmenNs pfitzer Wicks Compact' 'Nicks Compact' Blue PFltzer 36' 1 1 407 50 JC5G Jumlvieru5 cmnenNs 5a Grem' Sea Green' Junipe, 36' 1 1 550 27 MP Myna penneylvan,oi, Northem Bayeerry 24' 18 486 201 NDP Nandma domeet,a Tmeetonn' 'Fires .m,' Nandma 24' 17 3417 293 PLOL Prunu5 laurocenws Otto L 'Otto _u,Iem'Cherrylavrel 36' 10 2930 72 VXP Vibumum x. Pres ense Pres ense Viburnum 36 44 31 68 CONIFERS 69 CJ CryiPtomena a nia'Yoshino' Noshmo'C mena G'-7' 123 8487 17 10 Ila op2ca WatbrW Watkms' Holl 0-7' 56 952 69 JV JumpenuiI vin,,iiniana Ea5tem Red Cedar G -T 16 1 104 82 PO Pioa omonka 15ertion 5 uce 7-8' 28 2296 29 TOE Thula ocmdentalis'Emerald' 'Emerald' Green A,txorvitae 5'-G' 10 290 DECIDUOU5 5HRUB5 22 AA Aroma art utifolia 'Bnllundss,ma' Brilliant Red Chokebe 24' 7 154 19 CA Clethra alnifoha 5ummersweet Clethra 24' NA 138 CB Comu5 balley, Bail Red-twiq Dogwood 36' 72 9936 93 IV Ila 'ben Ha 'berry Ha Sarklebe 24' 41 3813 I I IV Ila vertidllata'Jim Dandy' 'Jim Dandy 5 aM1Jebe 24' 41 451 126 JN Jasminum nudiflorvm Winter JaSmme 24' 10 1280 27 PF Potenblla fmticow 'Gold D 'Gold D Cinquefoil 24" 7 189 205 5JLP 5 raa joron,ca 'Little Fnncme' 'Little Princess' S area 24" NA 29 VON V,bumum nudum W ieerthue Wmterthul Viburnum 24" 28 W2 GROUNDCOVER/ ORNAMENTAL GRA55E5 7099 CX Carexs ,ata Spiked 5edeje I Gal. NA 2714 HH H roum 'H,dcote' 5t. John'Wort I Gal. NA 6325 IJV Ina a nixes vangata Vane ted J2p2nem Ira I Gal, NA 224 W Ira ereta Iytndna'Red Baron' Japoneiiie Blood Grace I Gal. NA 2571 IR In5 tc ,,color Blue Flag Ins I Gal. NA 3038 WEB Lino a musan'Bi Blue 5Blue' bnope I Gal. NA 39 L5 Lino a 5pata 5.1ver Dragon' '5,Mer Dmejon'Linope I Gal. NA 159 M5A Monnthus einmM5'Ada io' Ada io' 5ilver Groan 3 GaL NA 64 M5YJ Mi5canthu5 sinensis Yaku Jima' Yaku Jima G." 5 Gal. NA 432 PA IFennisictum alo curo,dm'Hamebn' 'Hamelin' Fountain Gmse 3 Gal. NA 8 FV Pamcum vii 'tum 'Prix 5hee 'Prune 5k,es' 5witch rosy 3 Gal. NA 277 VM I Vma minor Pmwinkle I Gal. NA Total Canopy, (5F): 21 1,343 NOTES: 1. ALL ROOFTOP, GROUND AND WALL MOUNTED EQUIPMENT SHALL NOT BE V15113LE FROM THE ENTRANCE CORRIDOR. 2. ALL RETAINING WALL5 TO BE COBBLESTONE REDDI-ROCK ORANGE BASE WITH MEDITTERANEAN TOP COAT WITH BLACK METAL SAFETY RAILING (SHEET C 19) INSTALLED ON " ALL WALLS OVER 4' IN HEIGHT. THE FOLLOWING BLOCK SIZES (20'x9", 19"x 9", 16 2"x 9" , 13" x 9', 12r x 9', AND I I x 9) SHALL BE USED IN A RANDOM PATTERN IN EACH FORM. 3. REGARDING PHASING, THE POND WILL BE MAINTAINED AS A SEDIMENT BA51N UNTIL AREA A 1 15 BUILT OUT. THI5 INCLUDES THE PORTION OF MEETING STREET THAT 15 ADJACENT TO THE A I SECTION. PROPOSED PLANTINGS SURROUNDING THI5 AREA WILL BE PLANTED WITHIN 6 MONTHS OF THE CONSTRUCTION OF THE RETAINING WALLS BORDERING THE TRUCK LANE. ONCE AREA A 1 15 COMPLETELY DEVELOPED, THE SEDIMENT BA51N WILL BE CONVERTED TO A WET POND, 4. ALL LARGE TREE SPECIES SHALL BE LOCATED 20 ON CENTER MINIMUM FROM THE CL05E5T OVERHEAD POWER LINE AND OUT5IDE THE STORMWATER DRAINAGE EASEMENT. 5. PLANTING OF AND AROUND 5TORMWATER FACILITY TO BE APPROVED BY THE ARE. Umg EI LANDSCAPING CANOPY REQUIRED: J `�S� 10% of Total Site Area Oy ate. Total site Area 1,G40,905 5F (37.68 Acres) 1,641,341 5F' . I 0- 164,134 5F Required a 7 N LAND5CAPING CANOPY PROVIDED: C 0 W n Total Canopy Provided - 211.343 5F 5TREET TREES: 0 G Route 29: Q Required: 1.3G6 LF135 LF (spacing) - 34 Trees Provided: 28 Shade Trees + 24 Ornamental Trees = 52 Trees (Due to utility conflicts) • v t ■ M Towncenter Drive: w • v Required: 982 LF/40 Lr (5PACING) - 25 Tyres ••"I•� �'- '' 0c�!� Provided: 15 Proposed Shade Trees + 3 Ornamental Trees•�Q A• p� r� +9 Existing TreeTrees (Approx. 2,079 5E) - 27 TreO■ *�� Meeting Street: Required: 1,528 LP/40 LF (spacvxi - 38 Trees y H Op Existing: 11 Shade Trees (5.181 5F) Provided: 6 shade Trees + 6 Ornamental Trees + I I Exi5ting Trees - 23 Trees (Due to utility conal 0 INTERIOR LANDSCAPING: " TODD M. Required: I Tree per 10 Parking Spaces A [Ac. No. 22869 1,186+10- 119Trees 'Po a-30-oe yes Presided: 129 Trees '^F Area Required: 5% of Total Parking Area �SYONAL F'�G 0.05'418,216 Sr - 20,911 5F Area Presided: = 41,900 5F NOR: I. 57 N MINMUM FL1NnNG MEA NrO11ND TREE. '9 !SECTION 1 PARK_1NC LOT PLANTER C15 NOT To scala 9 N Qi Z H� Z � z a O d W � � � z U i� � O (n Q � O � o w rn DDR PROJECT NO: 08.017 INDEX TITLE- C15 SHEET NO. 15 OF 20 DATE 07-14-2008 LYYRYYf! 9tl0ieb V _aE@ BTsbtl QOTLW NN-< AIPAY{YseYt LYima LLP Dse00PWM 22 A SINGLE 33100 1.000 SMRwImA le B SINGLE 33A00 1.000 SMR404MA 7T B7 BACK -BAC K 33000 1.000 (2)3 MRdO{MA ALL POLE MOUNTED FIXTURES ARE SHOWN MOUNTED AT 20 FEET ABOVE FINISHED GRADE ALL WALL MOUNTED FIXTURES ARE SHOWN MOUNTED AT 15 FEET ABOVE FINISHED GRADE THERE 1S NO SPECIFIC LIGHTING SHOWN FOR INDIVIDUAL STORE LIGHTING (CANOPIES/SIGNSIETC) ALL FIXTURES ARE FULL CUT-OFF ALL POLES AND FIXTURES SHALL BE DARK BRONZE EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMES SHALL BE A FULL CUTOFF LUMINAIRE. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY M THE RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF FOOTCANDLE. �... _ 1. .. a ' -r _... V O.�f' •'OO IT 0.0 ' 0.0. 0.0 0.0 '00 00 - - -- OQ_. M„ 0 0.0 00 00 °U.0-.... 00 0.0.. 0.0 -08 y0'8`_ ` -@(!- -b0 -0.0 d0-' --@V = 0� 0.0 0.0 QO ;..; OOt �0.0 _.U.O b.0 0 0 40 ).ly. ' _ _ _ _ - _DJ3 -..- D ' O 0. +0.0 0 0 c - _. _. �; . STREET1 -- _ o.o poi oo •- ii • WPI .... __... _ ... d % "-. ..... y 40.0 o. 0� 0. ; 0 io.z '(Q.21' 10.3 .z 18.3 10.4 2. .6::. .6 { 6 7 X9.8' , • :9 sS , ♦ -' fo' PAROIW' 9EIBALK �.QO :`� . O.0 `.0 io 0 to,/" 1.0 �y.0. ,0.0 i. 5 7 s 2 z. 9 011-2 \ g . BUILDING 0 A 2.6 1.a\\ \ r b. 0.0 0.0 (y�.. U.0 b.0 V _aE@ _J J NN-< <o$> ID mo §Z E - x X 17 Q Q N Lis tl CYMde IIm„uwrA Fc m� o� �... _ 1. .. a ' -r _... V O.�f' •'OO IT 0.0 ' 0.0. 0.0 0.0 '00 00 - - -- OQ_. M„ 0 0.0 00 00 °U.0-.... 00 0.0.. 0.0 -08 y0'8`_ ` -@(!- -b0 -0.0 d0-' --@V = 0� 0.0 0.0 QO ;..; OOt �0.0 _.U.O b.0 0 0 40 ).ly. ' _ _ _ _ - _DJ3 -..- D ' O 0. +0.0 0 0 c - _. _. �; . STREET1 -- _ o.o poi oo •- ii • WPI .... __... _ ... d % "-. ..... y 40.0 o. 0� 0. ; 0 io.z '(Q.21' 10.3 .z 18.3 10.4 2. .6::. .6 { 6 7 X9.8' , • :9 sS , ♦ -' fo' PAROIW' 9EIBALK �.QO :`� . O.0 `.0 io 0 to,/" 1.0 �y.0. ,0.0 i. 5 7 s 2 z. 9 011-2 \ g . BUILDING 0 A 2.6 1.a\\ \ r b. 0.0 0.0 (y�.. U.0 b.0 ALL VALUES SHOWN ARE HORIZONTAL INITIAL FOOTCANDLES AT FINISHED GRADE �"" / / A /.1 7.9 - T j,Y/ 1 S 60 OTAL L •0•,• c••o FIXTURE DISTRIBUTION TEMPLA]ES ARE SHOWN AT O.SMFC FOR REFERENCE USEONLY A .. F 20,1 T �q \'�0` „`r Qllllllulll'r,0.4 O0 `'�'' - g i 2 8. 3 S 3 VALUES DO NOT INCLUDE CONTRIBUTION FROM ADIACENT STREET OR PROPERTY LIGHTING / + ♦ V ` i 6.2 '7 .M1 FUTURE PHASE 2 0 , ,t o D' ` �• •T s s.e a/ Y.B B �4 Y,:3s �z o. �O o.4 Lz FF = 535.0 A (APPROX. 45,000 SF o 0 on IY' 0 0.0 0.0 a ° X '.o .1 "s t; OFFICE/RETAIL) W �✓ Y.`� /� % 4.9 / +7 _ .B 0. 0.6 ..4 -a -1y�y -.[�<. .•: . .I (. O� • 'PC 2. 1 3.2 ' _6 �...,..: ....'.w .' a .0 I . 1. 5. 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RIGHT TURN LANE R UT -. �„ -.- SLw INOLE - 1 RAIL + RO D a _.. 'moi o 0.0 n o.o 0.0 0.0 0.0 o.n o.n av o.o o.o b,o o.o iLo o.o ;.o b o b'0 0.0 6.d o.o o.o o. 0.0 0.0 0.0 0.0 0.0 a.o_ o o a o o.o_., o 0 Vol . +0.0 i.o 0.0 0.0 0.0 _ 0.0 0.0 0A b.o i1 Nc 16 0 00 0.0 00 b.o 0O o:D o.0 00 o.b bo 0.0 00 0.0 00 0.o O.b 00 i.o b0 b0 0.0 0 0.o ao 00 oA 0 w _ y _ _ VARIABLE WIDTH R/ _ o A nD n n O O 'O (1 '0 (1 0 0 n 0 n n .. n n 00 b:0 0.o bA....11.0 -0.0 "0.0... 0:0 bo '0:4 D - .. b:o 0A .. b.D 0:n 0.D �0.o b.o. _... "D:4 b.o _. 0,0 - il.o.._. b.o - bb '0.0 0,6 +O:li b.D `o.o. b.o b.o .... 0.0 0:0 0.n iiu o.o _ o.o o.e.... 0,0 0.0 'o.o 0.0 0.o b.o o.n 'oo __40 ° 40 90 120 HEST NO 18 F 20 SHEET SCALE' 1" 40'ahw DATE: 07-14-2008 CYICYIman SOssYry LYbtl CYcType IWa 3. W Max MIR DPW. N.!uM PavedA FC 03Olede Illusioma Pc S.AO 19.5 0.0 NA. N.A. 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III :Do ro 0.0 X x x X. ; - / FF - 527 0 W'7; '0 b' o r \l - o, r X >-,_ ?{. ` X .. / 7 +.. .+�.;.. .7 00 01 (111 ,�O ['_ 0 �U s / I o.01 ELI ', 00 jF 0 _b.0 b.(1 j X .9 1 3 .6 .7 9.3 3. '.3 .5 .3 1 .S •{L �: E X 3 ••: L0 '0.7 S.S 9 2 0 1.6 l .2 3 .5 5.3 .6 '.3 6. 9. '; 9.1 3 1J 00 OAS 1 " .. .. ... .. .. 2 .. .. P 0 � I00 bt 1 i Q q fr_ I OU I e o yoM�o� I' on of Aad bo 0.o ' .0 3. 1 .4 .1 .0 0. 6. 3.0 0.4 6.1 3. 1 .4 . ] .8 1.8 .5 °� .6 .2 WA 7 X �` I g 3� 1.5 8 ( X X y ;{ I x 1 I 1 « w 7 14 s7 p nI. 1z.1 it on wl❑�Ioo 00 ;. } Y. T; 1 IA: .. - .. 1 �� O O I 1 l 0+....- 4. 0.0 i a 2 )< I I: 2 A 454 3.4 a�++ x X X X 1 80 ✓ EASEBTRTAT: BUILDING H I BUILDING I E� ;:*D { LOG1101 OF WALL; L , . f �� I:i'10.0 .�{� A 0U .0 OA Y. I *2.7 + REBA . 1 -STORY (DETAIL I o 3r 1 xWALL " 1 -STORY RETAIL o X Brn 001 SF F Dx mal `n1N c I 9A TSF 12,400 a +0 �(e 0 0.0 lM,, „DrAll X11 iX 2.1 °� d li l �.4 0, 67 l 5. 9. ' 9 .6 1 , ',t (r '•t. z X 1. X`�•C__OHZS��^"U I '.: T p FF. 52B 83 9.530.17 FF=SN'A I - .tl 1 243 2 b3 FF-sa3.e3 FF=s3s 11 FF -sae. i FF_ q . « i 0.0 6.�PM'10.0111 '@`t 0 UO U2 X x z.z +� e s ,, ... 11111181IIIIII VIII VIII IT 5 n 11 I E 1' 4 MD Ilo.o 0.0 0.D b. X n B. 3J1 3_7.3__T43 d 10.3 y��ry ..,,........__....._.._..... v •' 1 -^_ -n-n n --n ..-^ .. n .. _..'A'A�NL I. .^_ ..-^-^ Y„ Y..R'A„ M.Y-Yya �- X X x I + + « + + °� 3 ° "" - P' - s• ^ ^ « + ER fVE' + + + + p 4.3 10.3 4.3 2.7 U.'SP 5. n j� "'rO My .._ _._SIA P.4_... 4,4 X .r ''` I 3.6 4.3 5.3 6.7 1.6 6.� 4 3.6 3.6 +7.5 5.0 3.3 2.5 2. .4 1 3 1.5 „ 0.5 0.2 r 3.5 0.3 1176 2 2,•7 „ . 'b.6_ . `v. r .2- .. i s e^s ' lY Fi�fT X x X X X STORM WATER 1 -. { x un n EA>FIi1R 1 T 6 MI 0.0 O.0 b.o o.D I '00 M� 0.0 MANAGEMENT 3.z t 9 1 B a 7 ez 6 r 7 ' n X X X X ` X FACILITY I r I '� t FGRE r 90 :.'. ... a ::, .at-2{11NI�1N14{111bd111N1�1�1411111o11R11- *. (S / 11.6 4 i 2.9 1 1!s 9 1..1 4.� - I I t Y ® n�Nl s m g x BUILDING PI BUILDING G a w mLL t 5.2 2.6 .7 ® M o x oo vea @o 0 111 q.o O.4 g s 9 ri u.o .s s W n` I I 1-STOFY RETAIL 1 1 X �" ;< = � EA3OW AT 1 RETAIL 12,000 SF ii cLo 'off it o b o i11. q.o b.o 19 X > N.2 12.1 9.2 ' 9 6 82 I i1 �'l. Yl X . 3. 's. 4.a 1 s LOCATION a WALL 9,000 SF % o D . o d f ` o.o b.q l+y1. .o o.a t ?C X y' { I I .I FF=A30.17 FF=5e2e9 FF-ava3 ' FF 53611 FF•MBSO 0° t y� =RT.eO 1 FF=MIp I I t Y. i. 1- I I R Ls i 's. s a.4 50.7 .1 zs 's.3 z.7 1 .. e2 z s. BUILDING K 1 I ' ° „+Ib z 1 .1 66 60 4 .x- I B2 3 , - 3. a. 9 0.9 s b. a 0. 0. o. 0.1 1.0 4 a�s a 3.7 0 1.0 - ° 1' S 8 8 I �� 1 STORY o0 0 . `bo �0.o uo ' 4,000 SF I k r x 11^ I FF - 539.00 0 0.o Y: aao 0.0 0 I l 0 0.0 a 8 g 0 1 X 3.9 .3 9 lb ri 12.2 1 .2 1 II. A/ 11.6 0.8 3 5. 9.0 .6 6.9 9.5 ' 1 5.3 9.9 3. 3.6 9.9 4.6 2.4 9.7 6.4 2(8 1 1p0 10.7 '77 f STAN. B2+ lam® .+ 1 3 U -2+2.6 •: I I 11 Ij 0 O.q 0 O:0 I),I 1 X x X IX X 1 1 -- - 1 82 2 0 , 7.9 ' B _. 3. ' 5.4 4.8 4. 3. 82 0. .S .3 .6 1 51 5. 4. '.7 '7.3 .9 .4 P 3.2 0.01 O.0 E + + 1 1 + 0.0 +0.� •0 a B2 11 0 0\ I1 N n w :J ,{ t I 4. 3'; :' •� '9. .S 0.6 14.1 .6 2.4 10. 3 --.I .eja7 .8 10.7 .2 L5 1 .9 .0 14.6 95 1 13.7 .7 1°. 13.3 10.3 12.6 1 .0 '7.1 1 f 11. B2 `: .0 9. '8.6 ' 3 .3 2 2.9 A b ''s 1.7C ` X. x I 1 A Ir1.3 ' 1 2. .2 .9 ]. 1 6.7 S .7 `4.8 i.8 2. .4 WldIL.L�1.e 3.3 1.8 1,;7 .9 ' 3. 5.3 I 1 Q; 0 OA ,1 t1.0 -+ I-00 n • • s'. Y. x I j J . B B2 B2 g - - _ _. - -.._� 1 1 ; t`.: 1 dF Z CI] a ^ + t, + ^ . -: 1+ 4 1 1 M'^ . O.D 0 G 0 o', ` 0 • K •.k •�• ,,� X '1 I 04 �-6 Z S 1. c.I 6.y .4 3. 16 9 6 9 3 .9 3 '8. 1 .1 .9 .1 123 ' '2 1 1 Y .. 0. 2 .3 ^0.2 0. 0 0.5 1 1 J. '•. v'r w _ _ .Y:. X ''< I I h 0}� I 4 Y 1 •'Y • �;, _ 1• 13,3 J O O I I I 1 \' 3.0 1 '3.7 5 8 11.9 10.7 B 14 I 0.9 .4 1 2 I l.5 ' 6 12.0 1.8 +9. 10.9 1 9.fi 9.8 1 -2 • IP. ";• i .4 1 1 0.0 U �. :0.0 to u- 9 `. .. 3. 5 5. 0. 5. 0 I .7 .6 6. 3 .2 3. .4 4: 3.6 11 I 0'1 ( U Z Z 1 1 )r C13 LL_ cl) x X x 1 Bz e i t C7 a4 x s B it 21' 1 z 1 A 4.3 s' r3.2 ♦ + « -.0 a a . .6 ` , 6. 1 .9' .0' 0 5 0.1 +8.6 10. 1 1 U 2 • 1 • , I X x ' B ¢ . ' M, Y - Y.A . P - M..fl N.Y� Y,A -' A M.A - M..Y .A M. a Y.,Y I I,{ n « ! 5 1 ,n i ..: M KA M.. M.A -.� ` 0 Hti h. x u' f: T IFI D T-. a �s «g3 e. BUILDING J 2.6 i 4 W �¢ x _ I ,I 1 7, X I 4.2 _ S �,3 P•s A.4- e@ a^s e•'s b7- e•f.4- a -s Ott- a' 1r-' -73e•s _ +It = f' - 11 I O 1 IL o0 ao 'o b.Dj ►woq Q w c7 - •:� X x S 28 070 SF A , BUILDING C FF = 533.00 L 0.o f 1,.D i,.4 Do W w 4.1 � I U F ` E - BUILDING DREEA BUILDING D a 11ppI �/ 4!►I �► 2. 03 �• I fly x ,� 1 -STORY RETAIL a � 4 BUIL G E � `1 I ; � / • f 1 / d 0 0.0 0.0 0 (I 0 o jo. I 6,000 SF WALL - 1 -STORY RETAIL FGREBAY� _` 1 STORY R 3.a 1 4.0 2 h FF = 518.00 7,000 SFALL II 1 a '� 4 BIO -FILTER 8F-{ 'WALL BIO -FILTER BF 3 7,000 SF 1 i - 1 1 E� A Y, .5.971 SF 6.066 SrSF 0 .0 0(1 QA 0.0. QU .E10O I, Y ; x ; , IA hs 6 ' " v, - - - - - - - - - - - - FF = 519.67 LOCAIN OF BALL FF = 527.67 BB 1 f Q r ,' X x I ! ,✓ A +r - - - - - ,� - - - Lau7�gN OF w AT 70 0 0 "b.0 +fib n 0'o o. V O F- L.. • . 6.77. ,... -: +.... . _ '::�' 1 ■ -Lu < 'x n j^ , I .- >� X % j SW EAgLEIIT--�....� _ - -_ - - -5' '1 III ---- U U -x - - - - - ---- 71---= -- - -- ----- w 411." D. I=n �Nzz°-� 3v 1 • X n:" 72M ,..'J t.:X ,, \ M► • X 4U IEII ORAMAIf BO : 1 � _� 1♦::: t n::: 1� : m �' , � . t ` .. . _ t r . OVESr _. ; :::R� ovssT 'i, DDR PROJECT NO: 08.011 - ,x, Y» . �' ..m f t :::.� '.l♦. r -• �- �_ _ t: _. 1♦ .:_INK.__a• t :. �::: t _./ _ :::� :"_� 1•::� __ _ _ = a !-:aa:�EST� x;�,,. X ,� O FA9BERT ` _ - _.x _ > _ - - - sT Ovfs /q'D, 0.0 0.0 0.0 O.0 sA F '' 1 E .HE - - - - - - - - - - - - - - --EST VEST OVESt OV ST OVESi 1 P _ . `- o `/OHS X D,` 'o o DHE oHE OHE ONES DK D< oHE oHE pK pK oHE OH oHE O _ aw DHE INDEX TITLE: - {T..,._.;,,:.u•�_..: ��X '. } ._�_�.._.__ ` _c„e--- t,,,r_ -c« __"E-�Y�•'E- o`�ile-+-iFe__ °XC cn+°HC -Sri HE oHE -nlr --l" En�".E'00 X00 0 00 (10 + En8' T - - {ES~ - GRIT_ _ TO _ B-�'�'SE_ :0 0.0 0-C - 7 �,R 7o O 1 a -. 0 Z7I3", - - _, "n' - ,. a a .. 1 o b.o O.o H�B-�Em e oA 0.0 �if ba 0. @.o o.o D.o _ . 0. Sr o.o _ ..n:D 0:0 0.0 o:G 4.n b.o oA DRAINAGE FA41iMi _.... - - --- q�T 7�r/T r���n��,{{ ROAD EX. RIGHT TURN LANE R UT -. �„ -.- SLw INOLE - 1 RAIL + RO D a _.. 'moi o 0.0 n o.o 0.0 0.0 0.0 o.n o.n av o.o o.o b,o o.o iLo o.o ;.o b o b'0 0.0 6.d o.o o.o o. 0.0 0.0 0.0 0.0 0.0 a.o_ o o a o o.o_., o 0 Vol . +0.0 i.o 0.0 0.0 0.0 _ 0.0 0.0 0A b.o i1 Nc 16 0 00 0.0 00 b.o 0O o:D o.0 00 o.b bo 0.0 00 0.0 00 0.o O.b 00 i.o b0 b0 0.0 0 0.o ao 00 oA 0 w _ y _ _ VARIABLE WIDTH R/ _ o A nD n n O O 'O (1 '0 (1 0 0 n 0 n n .. n n 00 b:0 0.o bA....11.0 -0.0 "0.0... 0:0 bo '0:4 D - .. b:o 0A .. b.D 0:n 0.D �0.o b.o. _... "D:4 b.o _. 0,0 - il.o.._. b.o - bb '0.0 0,6 +O:li b.D `o.o. b.o b.o .... 0.0 0:0 0.n iiu o.o _ o.o o.e.... 0,0 0.0 'o.o 0.0 0.o b.o o.n 'oo __40 ° 40 90 120 HEST NO 18 F 20 SHEET SCALE' 1" 40'ahw DATE: 07-14-2008 CYICYIman SOssYry LYbtl CYcType IWa 3. W Max MIR DPW. N.!uM PavedA FC 03Olede Illusioma Pc S.AO 19.5 0.0 NA. N.A. FC BYywd Pp V/ y \✓ x"", X v x /.1 x. X x C X xJ�� / n X / r / x x x x i w x x Q / X y \ : X x x// X j / 1 I x x x / x STALL 'CIRIC 1RANSFORNFk CONNECTION TN t C $11P. iFl I / BUILDING 0 1 -STORY RETAIL 20,160 TOTAL FF = 535.0 STAN. FUTURE PHASE 2 (APPROX. 45,000 SF OFFICE/RETAIL) PAw,a1c NOTE: PLAZA AMENITY (PER PROFFER /11) WILL BE DESIGNED AND APPROVED WITH THE SITE PLAN FOR THE ADJACENT BUILDINGS f� _ •' g ygnON .. E7 Z .._ CIL 0 NH :..:: E 00 e e .. STREE ----__ ; YAR1�4$ WIA_TH _ BUILDING 0 1 -STORY RETAIL 20,160 TOTAL FF = 535.0 STAN. FUTURE PHASE 2 (APPROX. 45,000 SF OFFICE/RETAIL) PAw,a1c NOTE: PLAZA AMENITY (PER PROFFER /11) WILL BE DESIGNED AND APPROVED WITH THE SITE PLAN FOR THE ADJACENT BUILDINGS TODD M.P Lic. No. 22869 X V jgQy�/J7� . X I I _ 1 \$uasnsw 117 1 'i • I 7 x I r ( I i I x BUILDING A I I - X X� x .,x X 1 -STORY RETAIL 4 ¢ P¢7LL I I I I I I x 1 x; 86,967 SF i i'! I I ` ., loose .., I x FF = 527.0 + 6 1 x V , I a s _ M0 PAI101C SICI1 � I X X x ti / X X\ x •x aisr I °IR L}I�Irl X x x t P ¢ X ilX X X zc x x X X x X 1 1 = mesa "( q I '!II0N�' X x X X Q{ J( I I Im PMglq sa m w p~ sa �, X I sw X � r , � o � F� a X X X x iX I j X x x BUILDING H BUILDING I ,' W Y x I } 1 nR 1 1 -STORY RETAIL 1 1 -STORY RETAIL Qt!" Ii X WA 9,000SF 12,400 Saox c � • xx. 'XI X ma .• m .,, W=5S1q FF=8L11 :isF=99 9a •snaT.ao.J/ i u�°wI,uII, IlIIIIIIIIIIIIiI�IIIII� XxtiF��I�nmI 7=9q I FF -9)17 FF 531.91) x dw anal 1< r77 x II iIIIIII01111 y..: — I . f X X X X X x I f : I= r : CONNER DRIVE PAFPFII C10891AIN (M.)--�� = =w=LINE i • ... � . X X i — — —— - . X i >: I' ORM WATER I I---------Z�Fcw�n N X X X x X ( MANAGEMENT I _ o . . ,, :, sta sa . x X X X} x x FACILITY P 'o •, _\ :.><: F a mE 9a I 1 m. Is Oillillat s 5T ' " " 1111111\ 11UUU{111N11►VilUli11tV1111V11 I X X ` (SWM -3) I m ° FOREBA 1 X x J�,' x 1 0• .y i 1. WDLL N ' ® • ' x X / I BUILDING G m (Qy . I � BUILDING P, ' BUILD X I x -STORY RET x I I w 1AIL 1 STORY RETAIL pP } N x. x x i I LL, 1 12,tl00 SF I '.:I 9,000 SF I ®® X X. X .I m ® v X I FF=9L9 FF -sss.q -;E \ I I I FF -51011 FF'SL9 FF #31q I FF 816 fi I FF=9850 X x I I TORY it ...• Z.i.... �. �....,'i i BUILDING K : x "' _ :. 4,0000 SIF lose it X _ } s x X X\ I FF = 539.00 1 , t o x 1 I` �I. rn l X STAN. 1 6.. i �; 1 I ix: • X X 'X`X I a-2 ¢ RMFMNR➢ } p ,, I' Q x X ° e;;., PAI$OK 9a I j ' 1� y N. _ _ • _ / x x\ X I I . ¢ 1 ''1' : i` `', ) i i Z N N ♦ LL T x • /\. JJJJttttfjfft X. ' ` ^.I SIW SIPI li TI ` 4 LTi{' t I !! y ix� •t Ix x X X x i I 1 i 1 F-+ : 1 'li Cta\� Z �x X 1 x X I I . 1 , X t+D 1 T X .x• iC' X x xl\1 X x X I j Z LU �g I ¢ 111 'Il ' I) x"`Ul 1 '; � W K. x x X I >cln '1 }1s 1 Z X x 1 F ��g a I I 1�. Z X X• x• X 1 X �O LL I all Z co P ' U . ,'X x � m � sa it : \1 ,) X. .X 11'1 ,1 O X 1 v x x MT ST 1` Z Q X x x x l -z 1 IIIb i i', + I L a O x x /X x. X X I r sm BUILDING J E -I - i X 1 -STORY RETAIL �r I P x. .x . x X ,/, /r x y p 8,0 I R1 X 2 _ 70 SF X x I I' r ; FF - 533.00 III i } ; W �¢ v X , v BUILDING C w I I; E- X,E— X, % X n' 1 -STORY RETAIL BUILDING D BUILDING E I I' �' ► ti '} X x x 6,000 SF ero��Rs�` - 211�°�`FaREB,Y>n , 1 STORY RETAIL I z X WALL 1 STORY RETAIL i REBAY W LL I I I I I 'r a-1 P4 x x -, 7 000 SF I ,' ' O F" w ri FF = 518.00 7,000 SF WALL 810 -FILTER O 6RSBF 3 I r I FF x _ , .. it X x x X' X ;x x X I X ' _ _ - --- ------ -- - --- FF=519.67 527.67 11°qx o� — .. II I ) •, w X0.1 ", I J ) y t 4uj ,d x X ly` X �, v uu� X x _ ---- _.--------.----------`---_.--------__— �/rt! Y I$'1T � ( �� ` N X .E i X `C X x r — — — `' DDR PROJECT NO: 08.01715 x y I<dols '•"`:•yF:,:.--, XX DEX TITLE: ---- t ROUTE 29 SEMINOLE TRAIL ROAD ----/ -- ,` EX., RIGHT TURN LANE _. _.. .. _ -. _ _.. ....... _ ........ _ _ VARIABLE WIDTH R/W .__ ...._ ...... .... ............. .. VARIABLE _. - 40 0 40 BO 120 SHEET NO: 17 OF ZO -- - - SCALEA = 40' _. _. __ ..............-.-.._.... _....__ _... _-.. , OATE: D7-14-2008 •' g ygnON .. E7 Z .._ CIL 0 NH :..:: E 00 e e TODD M.P Lic. No. 22869 X V jgQy�/J7� . X I I _ 1 \$uasnsw 117 1 'i • I 7 x I r ( I i I x BUILDING A I I - X X� x .,x X 1 -STORY RETAIL 4 ¢ P¢7LL I I I I I I x 1 x; 86,967 SF i i'! I I ` ., loose .., I x FF = 527.0 + 6 1 x V , I a s _ M0 PAI101C SICI1 � I X X x ti / X X\ x •x aisr I °IR L}I�Irl X x x t P ¢ X ilX X X zc x x X X x X 1 1 = mesa "( q I '!II0N�' X x X X Q{ J( I I Im PMglq sa m w p~ sa �, X I sw X � r , � o � F� a X X X x iX I j X x x BUILDING H BUILDING I ,' W Y x I } 1 nR 1 1 -STORY RETAIL 1 1 -STORY RETAIL Qt!" Ii X WA 9,000SF 12,400 Saox c � • xx. 'XI X ma .• m .,, W=5S1q FF=8L11 :isF=99 9a •snaT.ao.J/ i u�°wI,uII, IlIIIIIIIIIIIIiI�IIIII� XxtiF��I�nmI 7=9q I FF -9)17 FF 531.91) x dw anal 1< r77 x II iIIIIII01111 y..: — I . f X X X X X x I f : I= r : CONNER DRIVE PAFPFII C10891AIN (M.)--�� = =w=LINE i • ... � . X X i — — —— - . X i >: I' ORM WATER I I---------Z�Fcw�n N X X X x X ( MANAGEMENT I _ o . . ,, :, sta sa . x X X X} x x FACILITY P 'o •, _\ :.><: F a mE 9a I 1 m. Is Oillillat s 5T ' " " 1111111\ 11UUU{111N11►VilUli11tV1111V11 I X X ` (SWM -3) I m ° FOREBA 1 X x J�,' x 1 0• .y i 1. WDLL N ' ® • ' x X / I BUILDING G m (Qy . I � BUILDING P, ' BUILD X I x -STORY RET x I I w 1AIL 1 STORY RETAIL pP } N x. x x i I LL, 1 12,tl00 SF I '.:I 9,000 SF I ®® X X. X .I m ® v X I FF=9L9 FF -sss.q -;E \ I I I FF -51011 FF'SL9 FF #31q I FF 816 fi I FF=9850 X x I I TORY it ...• Z.i.... �. �....,'i i BUILDING K : x "' _ :. 4,0000 SIF lose it X _ } s x X X\ I FF = 539.00 1 , t o x 1 I` �I. rn l X STAN. 1 6.. i �; 1 I ix: • X X 'X`X I a-2 ¢ RMFMNR➢ } p ,, I' Q x X ° e;;., PAI$OK 9a I j ' 1� y N. _ _ • _ / x x\ X I I . ¢ 1 ''1' : i` `', ) i i Z N N ♦ LL T x • /\. JJJJttttfjfft X. ' ` ^.I SIW SIPI li TI ` 4 LTi{' t I !! y ix� •t Ix x X X x i I 1 i 1 F-+ : 1 'li Cta\� Z �x X 1 x X I I . 1 , X t+D 1 T X .x• iC' X x xl\1 X x X I j Z LU �g I ¢ 111 'Il ' I) x"`Ul 1 '; � W K. x x X I >cln '1 }1s 1 Z X x 1 F ��g a I I 1�. Z X X• x• X 1 X �O LL I all Z co P ' U . ,'X x � m � sa it : \1 ,) X. .X 11'1 ,1 O X 1 v x x MT ST 1` Z Q X x x x l -z 1 IIIb i i', + I L a O x x /X x. X X I r sm BUILDING J E -I - i X 1 -STORY RETAIL �r I P x. .x . x X ,/, /r x y p 8,0 I R1 X 2 _ 70 SF X x I I' r ; FF - 533.00 III i } ; W �¢ v X , v BUILDING C w I I; E- X,E— X, % X n' 1 -STORY RETAIL BUILDING D BUILDING E I I' �' ► ti '} X x x 6,000 SF ero��Rs�` - 211�°�`FaREB,Y>n , 1 STORY RETAIL I z X WALL 1 STORY RETAIL i REBAY W LL I I I I I 'r a-1 P4 x x -, 7 000 SF I ,' ' O F" w ri FF = 518.00 7,000 SF WALL 810 -FILTER O 6RSBF 3 I r I FF x _ , .. it X x x X' X ;x x X I X ' _ _ - --- ------ -- - --- FF=519.67 527.67 11°qx o� — .. II I ) •, w X0.1 ", I J ) y t 4uj ,d x X ly` X �, v uu� X x _ ---- _.--------.----------`---_.--------__— �/rt! Y I$'1T � ( �� ` N X .E i X `C X x r — — — `' DDR PROJECT NO: 08.01715 x y I<dols '•"`:•yF:,:.--, XX DEX TITLE: ---- t ROUTE 29 SEMINOLE TRAIL ROAD ----/ -- ,` EX., RIGHT TURN LANE _. _.. .. _ -. _ _.. ....... _ ........ _ _ VARIABLE WIDTH R/W .__ ...._ ...... .... ............. .. VARIABLE _. - 40 0 40 BO 120 SHEET NO: 17 OF ZO -- - - SCALEA = 40' _. _. __ ..............-.-.._.... _....__ _... _-.. , OATE: D7-14-2008 FOR ALL BENDS 7 leftomm WIDEN TRENCH TO - Y�tD ACCOMMODATE ANCHOR IF REQUIRED. BEDDING AS REQUIRED SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CUND. (FEET) CUND. 0.5' BEND 6.4w w"11XIM0arT23.5) L[3.16 0.5'2' 0.5 T L H T r 90 2.50 SAW CUT TO FIT PIPE 3.01 0.24 5 a� OF 3 FEET. 4" & 6" 45 2.00 TREATED 2.60 0.15 2,00 2.25 2.50 0.15 22 1/2 1.50 MANHOLE ABOVE BASE SHALL 2.52 0.10 CONCRETE WITH C ON FIGURE S -1-A OR NON -SHRINKING GROUT N -S IN 11 1/4 1.50 2.50 0.10 90 3.66 3.21 0.48 8„ 45 2.66 2.77 0.263.16 22 1/2 1.66 2.69 0.1311 2.91 2.66 0.32 1/4 1.66 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12' 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 1.83 1 2.33 1 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONClo2'lE TIDNST BIACI DUAL Cl Nm ro W Section A -A 5 coNCRgrI $x>sW DIWATIR AT BTR -1 C18 NUT TO SCAIE SEE CURRENT EDITION OF ACSA NOTE: HYDRANT MUST BE APPROVED PRODUCTS LIST EQUIPPED WITH CHARLOTTES - FOR ACCEPTABLE VILLE THREADS WHICH IS QMANUFACTURERS THE LOCAL STANDARD. A LENGTH OF BRANCH VARIES 6' MIN (270') 2' TO 10' 7 CU, FT, 18" rVALVEBOX %1, 068 STONEI 8" 2500P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE WHEN THE SOIL IS DISTURBED OR WHE 3/4' THREADED RODS TO A HYDRANT IS LOCATED IN A FILL. ANCHOR MAIN IN ALL INSTALLATIONS. THE VALVE TO THE HYDRANT WITH 2-3/4' 8005 SHALL BE GALVANIZED / OR ASPHALT COATED THREADED RODS IN ADDITION ST POURING CONCRETE. IF NECESSARYA STEEL PILE SMALL BE USED AS ADDITIONAL SUPPORT NOTE : I. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE CATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRV. I� 1!1 11:11 lttl i.=il .'eye �.T , I 0 A V 8E Type No. Catalog No. $IteMBSter Roadway SeriesGOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL c AA m�m 5g' Job Name Hor¢arttel Lili C"Ll mbri9i PLACE 5' GALV. " WITNESS " POST PAINTED E 7 N BLUE TO INDICATE VALVE LOCATION AS C O APPLICATIONS DIRECTED. MARKER LOCATION MAY BE SUBJECT O_ m m TO HIGHWAY DEPARTMENT APPROVAL. 24 MIN C Building Penmelers. Parks. Recreatlal lUeas. Parki-g Areas yak,�t��;;� ,�Y„1*}.d„s' 24 IN INITIAL BACKFILL O Roadways. Or,Idoa Sales Areas, Spat Courts. Outdoor .y i'i, ,iT, f i, ;, 'A� F 8" B" 8 e" Q Meas. r T= 5 ,.yl,p,a MIN MIN. MIN MIN CONSTRUCTION * FINISHED GRADE 6" BEDDING 0 • Precision die-cast aluminum Lousing. • Die.. piece fully gaskeled die-cast a6rminum lens tra". #68 STONE • Constcfiction and gaskeeng profit* dust, moisture, and bug entry, * STABLE SOIL ROCK* • Tooress envy into 1luminy/lamp charmer via duurAens . v o i 16 lye frame latch. •Carosiunesest9taim0urapkslfBronze pdyostapowder * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL e`t���`... :•'��i'' coatedl r " ADJUSTABLE VALVE BOX W/ LID STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND GINGHAM & TAYLOR FIG. NO. 4905 • designer THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF of EzceUnecatak3g. ISO to 400 Watt IMN MNeI F1a11dE z ( ) 68 STONE. SCREW TYPE OR APPROVED EQUAL ELECTRICAL 100 to 400 Watt (LX) High Pressure Sodium 0 PorceMin spring-loaded 4KV pulse ate l socket -mogul a? P PIS tASL•, •FNP=CWA ballast FOUNDATION N POOR SOIL UNDER -CUT CONDITION ° �y • Beceical componerits mounted to hinged barest tray. aloha • Starling temperature: LX(HPS)-40- F/ -40 C, MA(MH)40 `1-:10' C. Lic. No. • Pulse Start m Start lnpatit". See chart In e Energy Sating TBS w A TODD M. P Products section. w(] zV OPTICS K 4'M1 INITIAL BACKFILL 4 MI �� '(• ,�Q' tsAM' u.UNSTABLE B' e" 8" f#618 6J, Type4a:e hydl incorpo aces se U iernedun mlkxaw. �® M.J. GATE VALVE ,pSs SOIL\/ONAL �'40OW MeA Types 2 one 4 oples [aquae veduci s. I T 6e. ( IN MIN MIN STONE4OOW MA Types 2 ono 4 optics require reAucrxi ower ijackaeU lamps 6=„MT �- HaEMZE _68 STONE MOUNTING .w•Fact nslarnd din -cast a,ummin arm. T 2 • Arm 0013ID9 m[P.(tral Ynn,g/Sp'ICe chamber wa side access. 01i1i 1W&'" owl Lbw - As v5m, l L OC L STABLE ABLE SOIL OR ROCK' • Key slot design prgvides one p ssm installation and MVNiIp. • Hands-free windy. WARRANTY/LISTINGS X10°'• WATER LINE NOTE UL 1598 Tsted fa wet locations. 5Fb TO Side LewADa DMwa T,mpNW • PuhAsted Ilva EPA - 1.6 sq.N. b year firn*ell wananry. I 1.N0 ROCKS SHALL BE ALLOWED WITHIN 24 OF THE WATER LINES. 3 OPTIONS A ACCESSORIES- SEE END or THIS SECT:,)N 1 _I 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED PBOTOMEr s - sE'eRFVFa SrDE. a� ABOVE THE INITIAL BACKFILL. ORDERING GUIDE EXAMPLE: SMR154MA-1 2500 P.S.I. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. ® _ THRUST CONCRETBLOCK a ° 2'x 2' BEARING AREA. 4, NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED �V/ a IN THE TRENCH. ° e ° 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. ° a _ 9MR IS=Id50EAIT/E028) 0.5' 5,,. wftrrlres 1.110 1]751blin"AD24) ) 1.75' 2,-I40(515TA D26) B Ltw N•4001Ea8T15)l TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED u 0.5' LJ -LJ h 0 6.4w w"11XIM0arT23.5) 4 UI 0.5'2' 0.5 16-150tEEMET23.5) 1 Section A -A 5 coNCRgrI $x>sW DIWATIR AT BTR -1 C18 NUT TO SCAIE SEE CURRENT EDITION OF ACSA NOTE: HYDRANT MUST BE APPROVED PRODUCTS LIST EQUIPPED WITH CHARLOTTES - FOR ACCEPTABLE VILLE THREADS WHICH IS QMANUFACTURERS THE LOCAL STANDARD. A LENGTH OF BRANCH VARIES 6' MIN (270') 2' TO 10' 7 CU, FT, 18" rVALVEBOX %1, 068 STONEI 8" 2500P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE WHEN THE SOIL IS DISTURBED OR WHE 3/4' THREADED RODS TO A HYDRANT IS LOCATED IN A FILL. ANCHOR MAIN IN ALL INSTALLATIONS. THE VALVE TO THE HYDRANT WITH 2-3/4' 8005 SHALL BE GALVANIZED / OR ASPHALT COATED THREADED RODS IN ADDITION ST POURING CONCRETE. IF NECESSARYA STEEL PILE SMALL BE USED AS ADDITIONAL SUPPORT NOTE : I. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE CATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRV. I� 1!1 11:11 lttl i.=il .'eye �.T , I 0 A V 8E Type No. Catalog No. $IteMBSter Roadway SeriesGOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL c AA m�m 5g' Job Name Hor¢arttel Lili C"Ll mbri9i PLACE 5' GALV. " WITNESS " POST PAINTED E 7 N BLUE TO INDICATE VALVE LOCATION AS C O APPLICATIONS DIRECTED. MARKER LOCATION MAY BE SUBJECT O_ m m TO HIGHWAY DEPARTMENT APPROVAL. 24 MIN C Building Penmelers. Parks. Recreatlal lUeas. Parki-g Areas yak,�t��;;� ,�Y„1*}.d„s' 24 IN INITIAL BACKFILL O Roadways. Or,Idoa Sales Areas, Spat Courts. Outdoor .y i'i, ,iT, f i, ;, 'A� F 8" B" 8 e" Q Meas. r T= 5 ,.yl,p,a MIN MIN. MIN MIN CONSTRUCTION * FINISHED GRADE 6" BEDDING 0 • Precision die-cast aluminum Lousing. • Die.. piece fully gaskeled die-cast a6rminum lens tra". #68 STONE • Constcfiction and gaskeeng profit* dust, moisture, and bug entry, * STABLE SOIL ROCK* • Tooress envy into 1luminy/lamp charmer via duurAens . v o i 16 lye frame latch. •Carosiunesest9taim0urapkslfBronze pdyostapowder * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL e`t���`... :•'��i'' coatedl r " ADJUSTABLE VALVE BOX W/ LID STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND GINGHAM & TAYLOR FIG. NO. 4905 • designer THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF of EzceUnecatak3g. ISO to 400 Watt IMN MNeI F1a11dE z ( ) 68 STONE. SCREW TYPE OR APPROVED EQUAL ELECTRICAL 100 to 400 Watt (LX) High Pressure Sodium 0 PorceMin spring-loaded 4KV pulse ate l socket -mogul a? P PIS tASL•, •FNP=CWA ballast FOUNDATION N POOR SOIL UNDER -CUT CONDITION ° �y • Beceical componerits mounted to hinged barest tray. aloha • Starling temperature: LX(HPS)-40- F/ -40 C, MA(MH)40 `1-:10' C. Lic. No. • Pulse Start m Start lnpatit". See chart In e Energy Sating TBS w A TODD M. P Products section. w(] zV OPTICS K 4'M1 INITIAL BACKFILL 4 MI �� '(• ,�Q' tsAM' u.UNSTABLE B' e" 8" f#618 6J, Type4a:e hydl incorpo aces se U iernedun mlkxaw. �® M.J. GATE VALVE ,pSs SOIL\/ONAL �'40OW MeA Types 2 one 4 oples [aquae veduci s. I T 6e. ( IN MIN MIN STONE4OOW MA Types 2 ono 4 optics require reAucrxi ower ijackaeU lamps 6=„MT �- HaEMZE _68 STONE MOUNTING .w•Fact nslarnd din -cast a,ummin arm. T 2 • Arm 0013ID9 m[P.(tral Ynn,g/Sp'ICe chamber wa side access. 01i1i 1W&'" owl Lbw - As v5m, l L OC L STABLE ABLE SOIL OR ROCK' • Key slot design prgvides one p ssm installation and MVNiIp. • Hands-free windy. WARRANTY/LISTINGS X10°'• WATER LINE NOTE UL 1598 Tsted fa wet locations. 5Fb TO Side LewADa DMwa T,mpNW • PuhAsted Ilva EPA - 1.6 sq.N. b year firn*ell wananry. I 1.N0 ROCKS SHALL BE ALLOWED WITHIN 24 OF THE WATER LINES. 3 OPTIONS A ACCESSORIES- SEE END or THIS SECT:,)N 1 _I 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED PBOTOMEr s - sE'eRFVFa SrDE. a� ABOVE THE INITIAL BACKFILL. ORDERING GUIDE EXAMPLE: SMR154MA-1 2500 P.S.I. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. ® _ THRUST CONCRETBLOCK a ° 2'x 2' BEARING AREA. 4, NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED �V/ a IN THE TRENCH. ° e ° 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. ° a _ 9MR IS=Id50EAIT/E028) 4 1Y 5,,. wftrrlres 1.110 1]751blin"AD24) ) ,"M or Tln sactlon. T'-100 2,-I40(515TA D26) z Ltw N•4001Ea8T15)l TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED 4.2'7 TO THE MANHOLE. 6.4w w"11XIM0arT23.5) 4 UI 6'110271 16-150tEEMET23.5) 1 P•odudlnbrmawn"wbifel 16u50(EPET33.11 r to chane Ahool noerai. w-wo;enaTtap SAW CUT TO FIT PIPE DIAMETER OF 4". if p ED371-, WT Sala/ 5 a� OF 3 FEET. 1110 2 ID 'A' W. AND 'B2' C18 AN East Jordon Iron Works 00104316 Section B -B U #4 Rebar Rebar 0 12' O.C. Ih Directions ate Base 'ete p4 Rebar 0 12" O.C. Both Directions 6" 21A Aggregate Base Section C -C Class A3 Concrete (4) 1" (25mm) DIA HOLES ON 32 3/4" (834mm) DIA BOLT CIRCLE. 1/B" F [3mm] 2" (51mm) LETTERS (RECESSED FLUSH) _(2) CLOSED PICKHOLES 3/16" [5mm] / \_(2) CORED PICKBARS 1 1/8" (29mm) DIA BOSS 3 7/16' [87mm] 3/18" [5mm ] 1 3 1/4- 3 /4"3 1/4" [83mm] �- [83mm] 1/4" (6mm) DIA 3/16" --"�--'-' NEOPRENE GASKET [22mm] �--� �L/imml 2 7/11: 3/8" 3 9/16' J [73mm] [1Dmm] 190mm] �I 3 1/8• DIA 4 1/2- [2mm] [79mm] [114mm] O.D. OF GASKET GROOVE FRAME SECTION SECTION 1 TYP= MANHOLE IRAN A Com C18 NNrroWALE SEWER SERVICE LATERAL CONNECTION NOTES : IN LINE WYE -TEE PLAN VARIES 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS R INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE COIDiICI101I LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED WITH PART V, SECTION G OF THESE SPECIFICATIONS. TO THE MANHOLE. 2.SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE SET DOGHOUSE BASE CONNECTED USING A PIPE SADDLE AS MANUFACTURED BY "SEALTITE", ON CONCRETE BLOCKS OR AN APPROVED EQUAL, DOGHOUSE OPENING SHALL 3.MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" 2' MIN PER FOOT ) MANUFACTURER OR 4,ALL SEWER LATERALS SHALL HAVE A MINIMUM SAW CUT TO FIT PIPE DIAMETER OF 4". OUTSIDE DIAMATER +. 5.ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER PLUS 6'. OF 3 FEET. 12" THICK VDOT SALT No. 68 STONE BEDDING TREATED 2 x 4 FINISHED GROUND MARKER, PLUG END OF - MAIN LINE SERVICE LATERAL 45• (Max) SECTION 0' (Min) ALLOW CONCRETE WRAP EXISTING PIPE WITH TO FLOW A MIN. NEOPRENE GASKET MATERIAL V-0' BEYOND BASE BEFORE FILLING THE OPENING OF STRUCTURE NEOPRENE SECURED BY 2 NON- CORROSIVE STRAPS, 1 ON EACH SIDE OF OPENING 412' MIN. CAST -IN PLACE 1,000 PSI CONCRETE BASE FOUNDATION SECTION VIEW NOTES: 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW FLOW TO THE EXISTING PIPE. 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN ACCORDANCE WITH THESE SPECIFICATIONS. NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. 3 rfPICAL GATE v _ C18 MYt0WAIN REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 6" IN ANY DIMENSION 29rXxaAa LTl7:lSlllFi DUCM IRON IATM PIPE 4 DWAUA77ON h BIDDING C18 NOT To SCAIE - - FRAME & COVER (SEE FIG. S\ -1-1),E) SLOPED AREA J �, STREET SURFACE OR NON -PAVED AREA 1'�MAX k* m U 8"MIN (6" LIFTS) V Z " EMBEDMENT "WEDG-LOK" TYPE Eo * THOROUGHLY COMPACTED RUBBER COATED STEEL 5 5 BY HAND OR APPROVED SC3� SPRING LINE O STEPS OR APPROVED > MECHANICAL TAMPER 3'-0" MIN 1° OF PIPE HAUNCHING EQUAL CAST IN PLACE c NO. 68 STONE PRECAST REINFORCED BEDDING 6" max CONCRETE SECTIONS 12 MIN 4" min "0" RING SEALS 1.6MAX FOUNDATION (SHALL BE MINIMUM ELEVATION �T REQUIRED WHEN SOIL DIFFERENCE ACROSS M.H. 5" 4'-0" CONDITIONS ARE UNSTABLE FROM INLET TO OUTLET 5' m (ALL PIPE) SHALL BE 0.20 FEET. w VARIES DEPTH OF FLOW CONCRETE o CHANNEL TO BE FILLETS z rn w NOTE 3/4 DIAMETER UV CONTRIBUTING T -- -•4--- < Y p 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE SEWER. T , BACKFILLED ENTIRELY WITH NO. 21A STONE. A FILLETED INVERT OR A SMOOTH r `" �e 12' to 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED TRANSITION OF FLOW BETWEEN AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 INLET & OUTLET PIPE SHALL BE STONE SHALL BE PROVIDED PROVIDED. MIN. 6" BEDDING iu 3.WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" NOTE W/ NO. 68 STONE q BEDDING OF NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. o 2. THE CONSULTANT WILL DETERMINE WETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. W 7TYPICAL SM PM DWALLAnff 1N TWa 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED OC C18 NOT 70 WALE INSIDE AND OUT. E b TYPICAL MANHOLE SBCI90N G7 8 SHOVIING BRANCH TIB -IN C18 for To ecus Militia FRAME & COVER SEE FIG. S -1-D, E STREET SURFACE OR NON PAVED AREA z_ SLOPED AREA 2 0 "WEDG LOK" TYPE RUBBER COATED 1'-0" MAX a" STEEL STEPS OR APPROVED EQUAL w 3000 PSI CONIC. BASE CAST IN PLACE Z ' PRECAST REINFORCED CONCRETE '}r BENCH SLOPED TO FLOW 6 • `- SECTIONS WITH "0" RING SEALS WE -r CHANNEL 1/4" : 1' MIN OR APPROVED EQUAL `Z, � 4 S -O" MIN e THE DROP CONNECTION SHALL BE � � O� IN DUCTILE IRON PIPE (CLASS 50) BRANCH 5" BACKFILLED IN 6' LAYERS AND 12" COMPACTED BY HAND TAMPERS OR O E _ 1�ry • BACKFILLED WITH SELF -COMPACTING E - �r 16" MAX STONE. W W Q MINIMUM ELEVATION DIFFERENCE Q d �I.!!!!7LL 2 12"MIN 12"MIN ACROSS M.H. FROM INLET TO w VARIE OUTLET SHALL BE 0.20 FEET �1 A FILLETED INVERT FOR A SMOOTH U p TRANSITION OF FLOW BETWEEN FLEXIBLE CONNECCn TION • , r INLET & OULET PIPE SHALL BE WITH STAINLESS STEEL NNECTIONS TO 4 G PROVIDED. a BAND EXISTING MANHOLES SHALL 12 • ' ' °• BE CORED AND A FLEXIBLE 3/4 DIA OF LARGEST EE Q E F CONNECTION 1300T PIPE IN MANHOLE r INSTALLED O ~ O MIN. 6' BEDDING WITH NO. 68 STONE O (� w NOTES: " rn 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. DDR PROJECT NO: 08.017 TYPICAL MANHOLE PIAN SHGwING 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. INDEXTITLE: 12 BRANCH TIE -Di 1 ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED C18 w -Tow" INSIDE AND OUT. 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE DESIGN ON SEWERS WITH STEEP SLOPES. SHEET NO: IB OF 20 13 PICAL MANHOLE WM DROP CQ=M0 C18 NOf TO 9cus /a//ala 65' DATE: 07-14-2DOB IN LINE WYE -TEE PLAN VARIES R 6 CI IATTRAL COIDiICI101I C18 PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE WITH PART V, SECTION G OF THESE SPECIFICATIONS. SET DOGHOUSE BASE EXISTING SANITARY ON CONCRETE BLOCKS SEWER PIPE DOGHOUSE OPENING SHALL MIN. tr CLEARANCE 8E PREFORMED BY BETWEEN EXISTING PIPE MANUFACTURER OR AND STONE BEDDING SAW CUT TO FIT PIPE OUTSIDE DIAMATER +. PLUS 6'. 12" THICK VDOT No. 68 STONE BEDDING 8'%8"x18" AND 4'a8'C6" SOLID CONCRETE BLOCKS ' CENTER W/RISER DOGHOUSE MANHOLE BASE WALL (4 EACH) FILL DOGHOUSE OPENING MANHOLE ABOVE BASE SHALL AROUND EXISTING PIPE BE CONSTRUCTED AS SHOWN CONCRETE WITH C ON FIGURE S -1-A OR NON -SHRINKING GROUT N -S IN ALLOW CONCRETE WRAP EXISTING PIPE WITH TO FLOW A MIN. NEOPRENE GASKET MATERIAL V-0' BEYOND BASE BEFORE FILLING THE OPENING OF STRUCTURE NEOPRENE SECURED BY 2 NON- CORROSIVE STRAPS, 1 ON EACH SIDE OF OPENING 412' MIN. CAST -IN PLACE 1,000 PSI CONCRETE BASE FOUNDATION SECTION VIEW NOTES: 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW FLOW TO THE EXISTING PIPE. 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN ACCORDANCE WITH THESE SPECIFICATIONS. NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. 3 rfPICAL GATE v _ C18 MYt0WAIN REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 6" IN ANY DIMENSION 29rXxaAa LTl7:lSlllFi DUCM IRON IATM PIPE 4 DWAUA77ON h BIDDING C18 NOT To SCAIE - - FRAME & COVER (SEE FIG. S\ -1-1),E) SLOPED AREA J �, STREET SURFACE OR NON -PAVED AREA 1'�MAX k* m U 8"MIN (6" LIFTS) V Z " EMBEDMENT "WEDG-LOK" TYPE Eo * THOROUGHLY COMPACTED RUBBER COATED STEEL 5 5 BY HAND OR APPROVED SC3� SPRING LINE O STEPS OR APPROVED > MECHANICAL TAMPER 3'-0" MIN 1° OF PIPE HAUNCHING EQUAL CAST IN PLACE c NO. 68 STONE PRECAST REINFORCED BEDDING 6" max CONCRETE SECTIONS 12 MIN 4" min "0" RING SEALS 1.6MAX FOUNDATION (SHALL BE MINIMUM ELEVATION �T REQUIRED WHEN SOIL DIFFERENCE ACROSS M.H. 5" 4'-0" CONDITIONS ARE UNSTABLE FROM INLET TO OUTLET 5' m (ALL PIPE) SHALL BE 0.20 FEET. w VARIES DEPTH OF FLOW CONCRETE o CHANNEL TO BE FILLETS z rn w NOTE 3/4 DIAMETER UV CONTRIBUTING T -- -•4--- < Y p 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE SEWER. T , BACKFILLED ENTIRELY WITH NO. 21A STONE. A FILLETED INVERT OR A SMOOTH r `" �e 12' to 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED TRANSITION OF FLOW BETWEEN AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 INLET & OUTLET PIPE SHALL BE STONE SHALL BE PROVIDED PROVIDED. MIN. 6" BEDDING iu 3.WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" NOTE W/ NO. 68 STONE q BEDDING OF NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. o 2. THE CONSULTANT WILL DETERMINE WETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. W 7TYPICAL SM PM DWALLAnff 1N TWa 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED OC C18 NOT 70 WALE INSIDE AND OUT. E b TYPICAL MANHOLE SBCI90N G7 8 SHOVIING BRANCH TIB -IN C18 for To ecus Militia FRAME & COVER SEE FIG. S -1-D, E STREET SURFACE OR NON PAVED AREA z_ SLOPED AREA 2 0 "WEDG LOK" TYPE RUBBER COATED 1'-0" MAX a" STEEL STEPS OR APPROVED EQUAL w 3000 PSI CONIC. BASE CAST IN PLACE Z ' PRECAST REINFORCED CONCRETE '}r BENCH SLOPED TO FLOW 6 • `- SECTIONS WITH "0" RING SEALS WE -r CHANNEL 1/4" : 1' MIN OR APPROVED EQUAL `Z, � 4 S -O" MIN e THE DROP CONNECTION SHALL BE � � O� IN DUCTILE IRON PIPE (CLASS 50) BRANCH 5" BACKFILLED IN 6' LAYERS AND 12" COMPACTED BY HAND TAMPERS OR O E _ 1�ry • BACKFILLED WITH SELF -COMPACTING E - �r 16" MAX STONE. W W Q MINIMUM ELEVATION DIFFERENCE Q d �I.!!!!7LL 2 12"MIN 12"MIN ACROSS M.H. FROM INLET TO w VARIE OUTLET SHALL BE 0.20 FEET �1 A FILLETED INVERT FOR A SMOOTH U p TRANSITION OF FLOW BETWEEN FLEXIBLE CONNECCn TION • , r INLET & OULET PIPE SHALL BE WITH STAINLESS STEEL NNECTIONS TO 4 G PROVIDED. a BAND EXISTING MANHOLES SHALL 12 • ' ' °• BE CORED AND A FLEXIBLE 3/4 DIA OF LARGEST EE Q E F CONNECTION 1300T PIPE IN MANHOLE r INSTALLED O ~ O MIN. 6' BEDDING WITH NO. 68 STONE O (� w NOTES: " rn 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. DDR PROJECT NO: 08.017 TYPICAL MANHOLE PIAN SHGwING 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. INDEXTITLE: 12 BRANCH TIE -Di 1 ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED C18 w -Tow" INSIDE AND OUT. 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE DESIGN ON SEWERS WITH STEEP SLOPES. SHEET NO: IB OF 20 13 PICAL MANHOLE WM DROP CQ=M0 C18 NOf TO 9cus /a//ala 65' DATE: 07-14-2DOB Pipe Through Wall It=E1 I'.2" Control Joint SM-9.5A!<ps M'I I ' ai Di ` mem+, NOTES: BLACK7-11 1 3" BM -25.0 0 Gf 1. DUMPSTER WALLS TO BE 9'-0" HIGH, Concrete FINISH E g Poured -In -Place 3'-11 3/4" N-11 3/4" 6" VDOT 21A O a 0 Oy n 1-0.2123,LO.2123;2. PROVIDE CONC. PAD, MALLEABLE STEEL AND SLEEVES FOR THE GALV. LOCKING ( ` r �Si r� �� Around Pipe f CENTER STOP/HOLD, � r� J> i 11/_ I / / PINS IN THE OPEN AND CLOSED POSITION. •- m IIiNi� IO,LO; 3. PROVIDE 6" DIA. PROTECTIVE STEEL BOLLARDS FILLED �(7ttv u u r� '� TYPICAL PAVING SECTION VELI<AYS O _- r ---- W/C19 IN1f i0 �1j--- Q CONC. AND PROVIDE 4. CONC. DOME TYP. SEE PLANS FOR LOCATIONS. PAINT SAFETY YELLOW. J( v v 1 } I } 3'-6"' FIELD BRICK #4 HARMAR I C p C r • y' m j" •� #627 FT -WASHINGTON r + J v vs u� r '-. _ _ o o6�'E.r-----.''ct�� t� ANTIQUE S.B. FLASHED I } fr). 1 111 ILL 11 1� F SM -9.5n 0" MIN. toot NE"O=V00T21A EYE HOLES FOR •' J V r / iS I }t i ��J 4. PAD LOCKS r rr 1 % 1 / ( u SEE H OF MOUNTINGS `J DETAIL Leveling Pad or Lower 5 TYPICAL PAVING SECTION - -- Courses of Redi-Rock Blocks PARKING ARBA9 ° (No Scele) C19 Nm r'0 will_ DD M. P —Pipe Protruding - % - / - � '�„• - Through Wall PLK-DRMED DR -- COR. RRILLEO Pasr HOLE E.AL amuNO irosT WIDTH VARIES 4,000 PSI CONCRETE ��6 . 4 30 �,Q Ground Level TDP FINISHED P BEDD D OST PROTECTED w � (28 DAYS OR SglO ENG` ... • ;.. SCH. 40 GALV. FENCE �` POST Concrete concaeTE ...-- 2PARTEPDXY DIP • 'r• , •, STRONGER) g'. ,... AND GATE W/ ...,, }��y*•s, .. Poured -In -Place - - •• TREX WOOD -POLYMER T O LUMBER SLATS TO BE t�,\y 1f`,,' a ' Around Pipe EMBED DEPTH+1/2" - Op - 1- STAINED TO MATCH \ l ��-- BRICK (FIELD BRICK #4,+3,•, S, Pipe Protruding TYP 4 1/2" COMPACTED SUBGRADE 4' VDOT 21A 95% COMPACTED y4 ®12" EACH WAY HARMAR #627 b���a Through Wall � •• - TYPICAL PAVING �CT[ON FT -WASHINGTON 6 CONCRETE PAVBI�iT k DUl[PSrER PAD - •/ ANTIQUE S.B. FLASHED) *�\ `�� PROVIDE GATE LOCKING ND EXPANDING EXPANDING P ST WID N 1 M C19 907, 70 RCMP s - • PINS AND PIN GROUT 1/2 -` 'i RETAINERS W/ PROVISIONS FOR PAD :.� ^' Ground Level MOUNTING DETAIL CONCRETE SIDEWALK 4" - 3000 PSI(28 DAYS OR STRONGER) — — — — — — — — — — — — — — — — — — — — J L_ F POURED CONCRETE _J L_ F "P Y,KYui'H nA ��ry a' _ J/� FOOTING 0 POSTS J L J - 3 �R �' 4" VDOT 21A —"1 SEE STRUCT. DWGS� `--- LOCKING PIN RETAINER SECTION VIEW = 70 C19 IpY 171 DCAiP TYPICAL PAYING SECTION FOR FOOTING INFO 7CONCRETERETE_ (No scale) (70 IE I19TALL11D ON ALL REYAIIIIG WALLS OVER YOUR FEET IN HEIGHT) SWZWAIX 1 DUMP= ENClipm MAIL— C19 mor TO NAM / 1 CULYBRT THROUGH RBTAiW WALL DUAD. C19 mm 7n DUMP 41" Block 28" Block a ROAD LC _ ROAD m NPI: LCad CIMbRba A swum ARIE SETBACK e VW 28' TOO effort IM eAerea-w!"xxxMM p'ver wwan,xan G.AnYd L" Nar LD.e carriDaO ASI,aMrR MiB'r"°^'"^�'d"s'r ARIEJ1­41--r12' 12' PARKNGEL LANE TRAVEL LANE PARKING 48' PAVEMENT � MnM BIaIL fPRMtl Utrq CONCRETE SIDEWALK CG -2 _ - M' TDD [Mort InbMOM b ErplpB SMM 4" - 3000 PSI O ' SETBACK =12S Kroy(ry;:r i) I+.a e.N,A,MNmwan VDOT CLASS A-3 G-6 2% MIN. SLOPE v] Move HMoeIN FPMMtl oA,Xna 7E,� OIDMr L" GEN. USE 5' 6' 5 W i 1nblltlonbE Sher TYP. TYP. 2" SM -9.5A Ot Fa KWDa lrypnH") 7INiyR 2" SM -9.5A 27. MIN. SLOPE 2% MIN. SLOPE wall wall 41•MXkIA Bl 11 7D-=1 COMPACTED 3" BM -25A 2% MIN. G-6 SLOPE 2% MIN. SLOPE - CG -6 bFnrw Wail WY SUBGRADE 6' AGG BASE TYPEi, 218 - � r1 95% COMPACTED D.rvN eacMlB b E4nrE2rouwa F.P,a(nsDNxlld) COMPACTED 3" BM -25.0 w SUBGRADE 6"- VDOT 21A BASE MATERIAL °iointl LR`rH F e.MSD.oIMw'"') x,eabD,em 95% COMPACTED LMrvMDnp Oa � � � o � •,• '"�""` PNbnWSallUrn W,.dS� CONOR DIM CROSS 9EL'110N, Wk 13+07 TO 17+26 as $ Y = LaLalN,p Part Crap S (MSDadMed M Erg.) L.Rlg Pr1 (v t1 pC;p,`N C19 NDCJIP 0 J7 V] NbmaO L[V4 DrLIBNW Ston (M SWAW by EnprN) LaWirp Patl Lu RRTAIINING WAM D T1 CONNOR DRIVE CR033 36CfI0N, 3fA 10+00 TO 19+07 0 Ca9 WAIR C19 DRIVE , jp0� NOTE: WALL DESIGN MAY REQUIRE LARGER BOTTOM � 70 WALE i BLOCKS, PLANTER BLOCKS OR GEOGRID W �s REINFORCEMENT ON A CASE BY CASE BASIS. U U ET, �Iy 6 c. Z r N Ol V� LL CJ a -2.M yy[IA DO1C{rz �OD� Y w'T&Fff 11 rllM .ofI wV R Iqi M&VO OR E. I.%{Mme• MM-S,L. SRT IgrAr51p arxM0la wro A O11/IMMAL 711411100L.M b 7 ■ TO S W SBD W 5101041 _ L Mf ML[ ` S �.. Imo` MNILFACTM� T MYw IT01 ~ANY, M REAL ]Ea MMIfACtM[D . T RMIPE, r t" ~+�) E". r, -Y rsmCO NE SAtO`IINarCaW. rw•"r r N MOM T1TOr, HIO.. W OMA MOT IlF11TE0 EDWL ItnaM Has 1Mo rtsnr OMrOaA ur{mo A a rt. OUIXT. a L7 1^t.y,"1 III Y' agp~Opl"1151 ti � y� �1r ®[f - IA/IES( P M lLODMMb CWT ATM FEW T51D Poll. MOM: M D1MMDx • ro M Cdis OF M TINAC TACE P POMr. 1TK1M 2. M MY aMFRi PSSPI ME OMEM TO TK 4ENRR OF TK IWF C777 +aA aFIMx1[O s - {{�yl •, T 1 w r� olrs] FVr14 Ili 10 ML LOUTLD K PAIS IrMBOO1T AT M BAPI P M M•A COWL ro M xo1rAAL FMi t51ACN0l 51IDMx. Apt AIC t -r KMaI1D[D BMs `T'�APi1[0p RFII[ +- LCT TMM - Katt P xofl b !, " BLOCKOUT FOR MAINTENANCE REPAIR ONLY b To S n MMI[M,AIELY Mf W. TOM RALMO AT t KIST L 1100` . NE1GHT TOLERANCE • Yi' CR -2 TRT( �y ♦�11pL�tU I1NMwl ^ t [- I *I'0 iMEAtW AE LL]] i,Wl rr F~ 1� ]. Y&LOV 6'. T" aOLLCTNE AONESNE 1111271[0 TO P FRIM ro ,IDS r Aooapwa rml Mor Fina - GR -2A u'-iA" Troll Wmm) 'DAr M -r rosr FA[MO1 Wx DYMWC KfL[CrM . 1' NEW V J f 1 "Al 0• L WAY OIX M�-v `c�b1 KAU r R [U AT Mb1 1 Wr(NK A dr S�RPID !KM�tYIC V-0. w T 1 `/ z +. F STAE4 V W1�11. TASK MriI 110M SITE FlIPMAIEM MM DYMNMC CRL[CMI -2 _ TO'IR-C C -C WMT tZ I rBM.! p1 lE 104 TD ME �M Q B. BLUESTONE CAP. TYP. 1ro111OrM1! Sl ITMOMID 011-F. a OMK Am wrlM1 r P M UA OR BOTTOM OF MLOCDPR ArtOt CAR2 AImrY CNNLyL] WY SWMIMeS4 roar AT TK Oxial pg.. (1'�jt � STEEL OPTaM wX aaxaT i YO FAcurAU o M 51� MY x f W.10.T r ImM1LMD. TRMr ASEMYY ELLII[N/WOSINAn r lq, 1'u i'1 $ ITI 1 CALvwAnb [M! TMl Pr{osT DETAIL A ALL CbrMM. 2, SMA ry'T ro R ii`�11. a R`Qa�V ILMJI GUARDRAIL O �I AHOY TWO ME CONCRETE POST STEEL POST REQUIRING LLAJION ONGER w E--1 LT �L raN i M��/ a` BRICK, TYP. xDrzl T -w' r • o -4K• oJ• D -1N• f-0• T'!• wlEs � '= pWryL MO 4'Mi KAfO.IDsi'[[app d w�cae"SrNIc`�jlglDwAAiND M O51CCRD MY rK FxONEP. I. GUARDRAIL POSTS wMM ILL MOLTS. NITS. I.GKK. Mr10TKR /� I1:1:4 r<li• r y n IIWIC xDliil'L FIR STAES OF Wsl A10 510LMPITS WE a,MET w.lPM. r r IIH.rM��"�r=/\ r STE NtMs ARE ro PLNAL.aD. d �I �Y•e Ira �s " ;... :1� l FPI DUAL! a MK ELCIRNT MM xLE AMT, M -SM 2. ILT[1NT[ rYF[ FDlT! .rD nDaOor W1 w 24' FINISH GRADE AT t 6 x. r. • M "'-r •'- •- yA• K 4•-4� r-,yA' ' 1IIT�` 'T1IL -'-1ITI- B�II.�{•L�I(� r -Y r -r •' I M�p�N Mr[. x0 MIOP+too NMO,rm S[[ sK[r wf.%MIfRD'Aloa yy.�r ^ Bi MrpwMOEO w wM PS T ]rrx M RIrrCM1 TWT TML yy[ at �"I F! 5' CONCRETE SIDEWALK !i MLp�L,T Imp I II a -1 [B�1L�EF� LO s RM Le[N15 M[ F151MTED Lox CUBED IP PIP M l I6r M0 MO r[[T. Moi . M➢Lr N Wll /rp app Wt } q y(O N Mr SICK Mix Of `alMAm:a. ',�--I E-' xA,' WrM -P•.� IG1 wAL I I �-yF/• Al /Mlr•BOLr MIIK i Ow I""0i KAY wS. VM1I`PIW U LLAIS 1�}Ir W` s.q•n'-r �,'xP[ >! LDP[ aA.V. ]rLR 0D a {1IaI-{1�E/�y� A � j6•r10LL J. pR.aOEr �]m PlIl01tI� t�L1(xr Flea JOMr, ItMOMN1[. [,C. 1tE YILtr 101. F"�1 POLLS INM.L S Yi IAO IllOrO MtNPIi M1ERA(0M fPICE. M RR Oq(R gWr[MIl Lpxgx w` KCYUID YE xDi[ S. pm 8"As"14 SO tl OOWSI r1l LY A. I(OMM1 MIM[R I-II [_ 4` FCrat !D4 M xPOAI� W,u� DI �Ip FC�TMLDSN AR.T.MAIECINCmK O All CR -2 HIO M�-4 RM SNAL1 S MIPTWD Ai OfF rK 'i bf O T ; t `XR[R�p4M `.E1i[ RrtNx1M[ `ITMIpMROS fPl IL IPtI PI YFDIMNM.EAII DMI W w Q CME °" le • • , • C I I wAt lDT RIMHp ' PA [! Mi`i' R°wErw* IxSKO aM[ CTM kL L[vA Mx, CR09! !lM[pOR lIaRDER HLPE. if - s Aw M D W T FMSMCR. E •Q ' D B' x Ir FOOTER W12114 REBAR CONE. Ilk rooj .. ML r-Sw RM! SMALL K LAR[o N rK DAXIXrA W VENCO.IR TRAv4 Ip iK rM51MD WADNAY. ,oMTxpMI Rr I 3O1HTxERx FMt a. OMT[ Nr ax axs NTH« r a rK lOx S MOtrOM M.I.P KOPWr rrER %' . r �T s .MrRLm. V Q H • �- COMPACTED SUBGRADE (De -i l9 J R. ❑ --T1II * serfµ LAM l[ TO E M![D IPM LAST 50 ' fx w _ (DA -i CRT POST rn 1 SAO WOOD POST ROLM WOOD POST aQT 1 P slL[r Max SCcr I P z MET ON STANDARD BLOCKED -OUT W BEAM GUARDRAIL (STRONG POST SYSTEM) oPavn DDR PROJECT NO: 08.017 aOV. BREAKAWAY CABLE TERMMIAI. MSS°` ""°`"" STANDARD BLOCKED -OUT W BEAM GUARDRAIL (STRONG POST SYSTEM) POST AND BLOCKOUT DETAILS 221 !OE INDEX TITLE: 4!71 vIM.NA DLVMTMEx, OF rRMMW LAw � �M, Sol" MSMR SRMty[Mr S TMrarartATA 11AM cls NDT M SUM LPLN xwMlA ovrnort� P RMaarArA 12 VDOT STD. 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" , ­.. _..... ­ . - — -:)u j ! ; (I - _ , " I I I / I , / - - - STR / 1 - ✓I _ - - - - - - ,,, __ - " I -, �_ , I , - , - I , I � - - __ '.._ ..__ , " " /1" / I �, I/ I , " / /� " " , " _,� , ­ . - � I ( m I , = 0.38cic \ . I I � !7�� () 0 1 - , � ... I- - �- " - � " � � - - , � I , , ^4/' , , - - � - I III I ;; 11 \ I / . w w - I I �,, " , " -,, 1. - 1, - I I I / � / , ,, - . I — , _ " , , , _/ , , . .1. �,,�� / - ", I 11 I * - .- - - I , I \ �, 1, � ____ - _" I/ / ., ,, �� l, / / / /// - / - I I Ir � ; - - --C = 0.80 - - � . / . , - I c z 0 , 1, " - -- ----- .---.- , .- .. — - �,, �, I- I � , , , , I / " " " " , , - - � �'_. - / -4 � , \ ,� \ - \ IN � _­ -11 "I ,/ w I " , )�V/ / / I I ., - --,:- -, - - — / — ; � L� . � _- \ I& I I I � -1 - .- / I / � I - \ " , , , -.1 - I /I , / , , '/ X /, 1, _. __ ,_ IP --i I'll -_ — - ./ . - . •\\ t I \ " , �, " ­­­_', ,, " I I I � // i )( X , ll, / / ­ � - -. \ / - � I , -.b. ) , I 0 1 1 \ / I ­1✓14 / I " I I .1 / / I I -, ,--��- -.1 - -I � N --n ,\ ♦.fP I ♦.. I " " \, \ ��__ ,-1 - I �, I I " / //', , . .. ,// , -. I _DA = 0.16oc C '_:r��---,_ /'STR-5C - - \ - - \_�_____ -.- � \ . I '\ \ .- \ I " -1 - 11 / , ,4ll . /111, c = 0,79 \ 2oc 7 , I , NG I I , / / / , I � I / 1� I I '� A/' // DA = 0.4 I I � � 11 I., / ,,, � , I I I I , , / , , l )(� A /' /,'� , " A , " I , - tj.L.L,�-. ��• SIFIR-5 - �_p U = U.nz I \ I %*"\ �, \ �, , I" __ � , I 11 I / I I , I , / , I " I I / / STR-5A - — ..- 11 11 1\ , /I " I / I / I / . 7 ...,I.. - — - — - , - , , - - � Iq , __ - - 50 / ,"�/ / / , , , 1 1 , , " I � , , / I '? . - .. - � "-- _..., - -. 11 - I 1, I I .1 I / -_ - I I I I I , '. -, I - Z� _­_ � ", \, -'o .. -, ___ - - , I )� ", , � - � "'\ I " - I I / ,/ " , , , , , , �( ) l , y //y, I , I I -I-- I �� "_=a6IL_ ­ __ " , , N 4. " ", -7/ , .. ��j�� %; \, \ � , 1, I , / 1. -4/ 1\ �, ,� , I 1, \ , // / I /, I , ", ` /' C = 0.84 DA = 0.1 '� , ,'-', , - -- ,a*, No '\ ___ - - I I I \ , -.1 , // / , / I I � I ____ - ---I-' I - , -,.- w 0 ,�� 0 40 - - ". I 11\ "' - I ," / /✓ - , " ,_ r I I ,. 11 . C = 0.35 -1 --- -- -- " -, - --- .'__, - '. , "k .1 " 11 w\ 1--_ 11" _/ I / I I � / fl, I I 1/', .! i r / ,,:/-/, " . I 1 % \ .. .- ', - - -. ,.. - ___ - -- -1. ­', '.., - - �- _., v � ­.- - , , . . I - - , q - " � _'. I I 1 I , � I I i I I " I \ - � I l ir If � I / I \ I I . , 19N �_, -, - " � I , _�, - i , 11. I " , �� , \ I I- , W/ - . I " I A w ,, _�_.. � .- � I .,j / I / I I I I / I . I I % - I- , , r Gr ", -, _- � �� 11 '_ - - I ', NI' \ 'L \N �\" - __ -, - .,I ". / I . I . I ) , /I I � 11 � N ___�_. � I ING 0STR-8 " - , 5so , " 1___ - _ -- ve *I[ - , " I I I I / / �•( - - ,,l,, ­. ,. I / .1 , , I I % I I � Bol k oo" 77 1 , - - " - , - \ , '� \1 " , I -. - I . , � ;I �_� �\ � \ � , - --,:'. I I N _� 11 /I I I 1, If --- - I, � 1 1 � 111,1 1'__,� ,�_,_ - - I \, \ , \ I , � .1• , , "el , , � ,,,�Y// / *A , 11� , � I " " / ", � p I / � i � � N I � / DA = 0.21oc '.. I I I i I � I " , _�� - , I , / I I I i � \ .- \ , , " "I IN\ '-----. " - " "I , " , / I � / / / ­ I Ill I I I I , l �,- � I � � 1 -ST YAKAIL ctr ,/ C 081 ; i N/ l ,\ ­_ J I"rj - - \ I � 1 ( I I , N , I- 1/1 / / / " , r' , / �; " , ; \ / " --lo;_-, .1 - \ I -1 "I - , I ,__ \ STR-4A 1\ � I 0 60 DOTAL - - , I \ 1, I I , " I I / " , I � I , _.. I I � \ 1, � " \ � \ \ �� \ I " , , "/// I' I � , I ,\ "**, - �Iv, ��, I -, \4)< , I I \� / , , % 1, � 2 , / ---i r \.- � N I , ) 1 _. p .1 I r, _ , I ) i \ , III - - ,,,, \ \ \ N� , ­ � I I I 'k DA = 0.77ac I � I I I I I _,� � , _., I � \\ � .� . �.. N 1, 1\ I I I I \ -1 - - 11 I \v, / .. X. " ,^ j , I I " 1� ,' I , 11., 1, 1, I I \ � o" -, , , " W , / I _.,�, � 1, I \ \ I "_", % \ - I-, " \ I '\V I I " \ N � . \ � = 5'I ,( , I I•t I , " \ " - ,�\ ,,v- � .- I I , / � \, \\ \ I \ / ,� I - � ,� , \ � I .1 I I % C = U.8b ., 5; - ,\, � N � 11 � 4k, 1 , �, "/ , \-, ''W_ �, - I � I I - , '-, .� I, I \ . 1, - I � ',� I \ I \ , 11 " I I III-. \ , � \ \ i � � , I I � , - - l 1- \ , \ \, , , , , -, ,;-,; -, - , , I I I ­ I I/ \1/ \ - \v I __ 11 I , � 11 ,1 / / / " 1\ . , - ' j / ,-- - , , - -., I � . __ - I" , I / � Nv- - I \ , , , , �-////� K,// )( I k1 " ,,�)? I , I x \ � \ � " , / - -, . / I I ir ", ; , � \,� ", , ,\ #4111110 1 1 i 1 � i I - \ , \ \ \ \, \ 1, - - - -. - - ,� , � ., _., / , " - _', � \� , \1 / , � _-,, .- I -_ \ - I � , --- , � I � __ , .. 1 1 t \_ I , , 1, I I\\ N , 1, I --I/ I' - - - ,.b I , I.-,/ I 'j; l 1� , \ \ \ \ -, - -,/ l' , � I I— - I - �".,,_­ - _* , \ - " , , , \ _', ,.__._, . I - " , '\1 1, � \ , *\, " \ , , ".J/_ _'.. _'. - - - -, I , " , - I / / I I , , _� \ __ \ ''`\ \ \ 1- __ I I 1\1 � - I ,'� \ ,* \ , \ I 1, I I , - - , , I I I N % ­� .1. - _. , I 11 - ,\-.\ I \� I ,,� \ \ . Ill - I I" I , 11, 1- \ I , \ \ \ \ , 11 I I / )( '), , I/ - — I I I , \ , \ \De \1 , " 11-4/ 1� \\\ , "I I I I - .1, I / - , 1 -25- 1 � I , ,,\�. , -..;- MINIM / � I -_ - -_ - I \ \ I , I \ \ , - - .."', " , / , ­ I I �_ � , -- � . I I \ I - � 1) I , � - \ I 1___. . ,_ , ,_ / ­_ _., "--,- - N'STR-3 I , r,/ � \ N I .. 7M " 1� . \ ( i " \ I I \ \ I 1 $ i t \ I., \ .d 0.1 I � I - . � , 11� \ I_., _.:�)/ I - J/ , � - � I I ,� - - �, I I / - - .- � I " I I �,­ 11 �� ,_ - "..- - - __ - I ... (\ I \ � I \ � I � , I I , \ 11 10 I -, ,� I 1, 1, \ "D, \ , N'4K -, 11 " , � 7 .1 \ I / , " -­- L\ N \ I - - -.,.- e �,, �., I I 'IV , , I \1 , N� ,,�_ .1_450- 11 " - -, _. - _ _ )� , V, I - J� -.. - . . 11 -111 -7 MMF­ "',"! j ": /I \ I 1. -_ ---- " t, \ � I � __, \ , "-.-,-,--, AA , 4k - I � , , � \ - , "/ - I �, / I,- - - I -, - - I C = 0.90 , i I r ; , � , , I ; . T ;. ,�' I I , , - �".- - - - , - __ - �( ,,�', , . , 4 , I , ,� , ,"r \ i ,\ , � . , '_ \\ " 0 -, - , / 1,�' � , / I , " \ ,\\\ " I I \ 1- _� I 1, � I �,, \ � , - � ; � , VIA 2Ir - It �.\ 11, \ , 1 , " -, ,1 " - - - _.- - _'.., �- I 11 " , I" V�Z', \ \ I \ L I � i'4/ \ \1 I , � '-,V-- - - -"Y,/- . .. �,.__ I , /, I '/ , I I I , I , j I I .�.�,..�,,. • - .1,1,1-4 I , % .. .. .. 11, - I , !,� � 1 4 1 � . , ,-- I I `3�%, , .., , ��• � % .. .. .. % � "//, , �, - f � f S, � I I I I __1. ,'�', , , 1/1 ,,", ­ I . I ", , ,,, 1'' 'i, I;( 411\ I-, I ��,\ , \ , ,­,,,�\, , I , \ 11 I I \ IMP N . 5"m \ \ \ � I , I � 1 - - , � I , - - - - - - N � ,' I I , , , , - , ,., - \ I - � , " - �11 , I �-I,- , ,,//,// // I I I ", , , ii IIII't I � % -,--, \ I" \ ,�• ,\ 11 , ,- I - ,�, \v � � \ , / / / .,f,.I 41�,% ,", " \ NAL I I \ I ,_�% \ � f _ 1 )(,- -I , "I - ­-, , ; I I �.'. _" I � I 1, \ .\ � I \ I � I I .111 �", , .\ \ ,)c I .1 I / / I I 1, i1ii . \ - .-. \\ . , " -_ --- -_ %------- - - -.- -, I , IN I \ , \ ,*/ 1, ///'�/� ,, I I " I ". r)., r', I � . I N - \\, I_ _., , I \ " I -_ , -, I L , //;/I / / / I , --:�:--­ � .// I '.1.1., I ,, I 'I'] \ �� , 'N STR-10 LITUR61PHASE 2 \\ \ ,,_ / 1 % - r___ , _­', I I \ I f I I /./I. I � __ - -, � � , , I � - \\" I � \ , \ - - I I \ I � , N � � . _ , , 'r ,/ ,/ , I , '' i ;,I 1, I 1, - I - _., - I � � I , "� ,/ I 1; - ( - I T,_ I- -- \ - - - _____ -1 --. I � I \),�, -1470 ... // I ;� I . " I I .. �,1111 - \ DA = 1.48ac PTNUA. 'tJj%kW SF \� , "' I I I " - - Nv, I i i � , ,////'/ ,,�,,- " 1, I � ,,,,/, , / I 11 I f I I I " \ \ \ I I I I I - - -, I � NN � \ - \ ,� - - - I I I I I 1. , \ � _4� 1 1 1 - 4 ,�-�_�. ,�Iz \ - ill 4 , , / , N)e "' . , \ I ,- ,v .- , " I I I " � I \ , , , � " - L" , I .1 _.. __.­ , ­11:�,_" -, -7-- / k \ , N - _,_ , _� � % I / , " . , �--�__ , OFFICE / I � , -, t - - ­ __ �.,� - ��, �, ,/� ,,,- z, " - , \N x \ \ 11 _..., - _......... " _. - -_-_r_�--�5--, " 1, I \ \II. \,\, \ \ " 'L. \ � 1�1'* / / / ,;/"�,,� �,, "//, / ,�-:'-V -, _� . -7- 1, f � i \ \ ( \ I- I I ; - 11 . - , I I I I � ___.w _f I \ _' �\�\ r / I \ 11 N i .11 I I - , /.-- - __. - -.- __ --- - ' ,�W \1 \ \ 'W N 'N \ \" A - __. ......,.�yl� � / I , �, / ",/ � , -"- __� I 7 _111� III - .\__�� .�K / \ I , \ \ \ � I ,_ `\,\ N, \ I ­ __ I - A- - - - ,-. I , _1( ,� ,'/ , \ 1� . , " � '' , " I I 'IF N , I , - , \ , � I I I I I \ \ ,,�, I/ , 1, / , , I � ,/ " , , .- - - 1. ,� I , , 11 I i\ \ ,,,.Ill l �7 \7 I , , I I '- / , I I I \ I 1\ ,- I , \, � 11 , ", N, \ , \ -_,, - - 1, " �.­_'._ - - - .... - - -, - _­ ... - - -.-... , , "' 1. . � . - , , I , \ _._ ­_ " _.V\ , I � *,\ \\ Y, ) X ,,,- ,,� , , ��', \ . / % , , / - - - - " \ \ , \� \ " \ \ , I I I I ✓1 6 1 "/// ,,, -,---,,- �-_. " ,,/ " , , N , \ " ,e.,,,,y ,, 1 ",7 �\ I , I _... - I \ v \ \ N 4 l; \ /I , \ \ \ N �_,/ , 0 ; - ,\ t \ � � - � - -_ \ , \ t � , N, / ,)� / " / , ,/1 _ - " � - I , 111�_ ____ _,�/,' , \ I'm I ; �� I \ bIN-ld \ \ ---V I 1. -.- 1, - , --.,.,.., .. __ - \ � , 1, I , , � " , 'I, "I, \ I (I: I SIR -6 / 1, �� , .1 ... - _ - - _,_ - - _' '- -.- - / I 11 N. , I , , �­ ,,,�- \ , l , % 1 , , , \\ i I - -- -,- -- -- - I- - -- --- --- - - - - -- - N I , .1 , � \ ,� , � � I / , - - - - - - / , I - \ A \\\% \ " / // , / x /" , � '...., I \ � \ � //�, I 11 � _: -:. , " I . \ � ,,I/ / ? , / / - , ,�', , ,,,,, " 1, .1 , � " I I " I 1, 1, � 116.: r I I I �' \ , , , " � I ii 1 DA - 1.40cc ­ l'ii 1, ­` , . \ , -, � I 1, 1� I I ", \ . � � I. , I w ,� , ,-",----. i X Al, /"'/ )� � I -, I , I I "I I I I .,��I,li / STR-7 k.\ !,\\ " - �:, � - _. - -_1 I � �\ \ \ I Nl I '�' ,, ", / � "I , ,/ ., I .- I I " C = 0.86 � , � ---,- 11 -,-. - � -1 I✓r 14' N , , I I � , I/ , I _1 I ­ N / � I C - 0.85 , -,/ L I I , I � � I -- I � �1­11 1\ - . - -1 - " .1 \ 1\ \ \\, \ " N, � � 'k 1. I " " " I I I /,`/1" l/, i, , , � "_ DA = 0.8lac \ 1, I \� 1\ - -1 - - --- 11 I \ ; I I 1, i '', , , ,�11"'I'/ / " fil, ,,, � � d\ I, 1, " ., I � I3:\, , i 11 � I I I ! %\ / '",///'//"/", , , � , �/ I I _'. �_ - "I I I ( I I � \ I / / / / / - , /. ",/, , , 1l, ,,,�, / STR-4C -,, , ,/ I C = 0.80 \ I I - 1� , __ ;I *% , I , k � *, � I I I ///l, //� / I � I el I �, , ,/ , ) I ­_ �, I .---I, �j "_ ­ \1l; , * �`ll� " � � , I I 11 XI/ "'�, -,-I- "I I I 'N I \ , 1, I I I NI" , � , / I / , / / I 1, � sommim " \ , 10 , -1 __1. f I �_ _��- � -------------------- � \ ; -1/ DA = 0.93ac 1 i ! \1 ­ I -_., � , // /,,,', , I I " 11 I/ I -, ,;i ` 1� ,� I I . 1. - ­ ._1 _-111" I _.. - I \ ) \ i �-, :7= - - ----- ------ _.- - - � , . � � � I / I I / I I I I � I/. / I __. C = Mo 1 I" , ,� I .. I . , ,, � _\ I, � I ': _:�L , \,�� , - --- -- ---- I , , � , � I I I I , " /_1 - - - � , \ � 11 1, I I 0 , \,�� - �. -,-.- - - 11 1� I , , N � , � , I I / I , / I , / /_� , "/"/,I,, , /, I � _� " - \, " � \ I \ � I " " . I / •" / , I 'I , I -- - --- _', ­ I., � I \ � , \, � , I N , I 11 �_ � I I " I - - , 1� I I Nv. I If , ,,'I , , , j , , - - .- , - __ ___ 11 I /" / I— -1 I ; 1� �� .01 - - , � � I i I L I � � I I � I I I � I\1" I % ""yV i 7, i/' I j I I � - -, , \ � � It \ _ N '','\ I � L \ , N I �� I I 1-200 -- — - — -- " 1, � , � t I 1 � � / / I I - - -, I *** i, - i � � ", , I 1, \,- � - - -_ � � 11,1� I , 11 /� , , " - .1 - - I , i ­ 11 �, - , �, I I - - --I .1 I, � ", i I I % , ,- -- .._ -, - - -- --- -- � I l t � i , � � � i I / � , I � I . I I �1 ( "I " (/ ,, / l / I , j,� � l, l, , � � . .. .... . -_ - .---"---- __ - - -- - - I �� I - I � I , I N L - STAR- N I 1\ I - I , � \ � I,- ,,;,, ofm-�T­ -, - � � . � � I � I ... 1 , I � i , , , / /i 0 / 11 � , •, 11 .- - - ,� ." V, , j / " ��, \ -,, 1\ ; I I " -jj�=m 1� , , I I "'IfIl, i A I ) , � � .- - - -I., - , - \ I / � " N, / P, ,�" , , , F, : L � I i I I � Iii - ""-, \", " A f � / _ ', " " - I , __ - -, --, " � , I 'A! N , , .- _ . � , "I - ,_�' -11 I I/, , �, x , l "/ ...- -. Th �_, I , � - 1 , � I I / i " , , , ,/ // ; \ I - -. - _., - - - - \ ,\ f", 1) I I \ N I I ) .110c i L I I I I ,_­­ -_ - ., � N /I 0.9 1 1p - ''; - -1 I I � ,oxe, �, I , , , _.." ... I.. - _. -::,- -- , - - _', "I--, I I � IIIIIIIIIiiiiillll IIIIIIIIIIIIIIIIIIII 1Qw &M iiiiiiiiiiiiiIiiiiiii iiiiiiiiiiiiiiiiiii iIiiiiiiiiiiiiiiiiii I 1- � / , 11 k ,,,- � I / l I ; / � � \ I "1!I „��' / IV / , I i ” N, , --.-- iiiIiiiiiiiiiiiiiii a& I . / , \ %, 1. 11 = ,I I \ I I i MM- 'T ... I �. , " N f- r 1 1 ' ' j � ( , ^, , -, ; , I \ \ - _* -_ - - - ", , I \ " I � � , " _ I � X I � \ I i \, , , . I I -� _­. _: .. . ... - - -7 - A ,� � 46, ,,- _r � I I \ \ 11 - , I i �/ I I � I �,.JA � I ��! I � , ,,, I \ \ , 1'1�: .,-,- - - ---,-. - -...,: -- , -", , -STORY RETAIL I I 11 " r i I _11-.. 41 -- 4, " I I 1___L�� c I � I I " I ,I I - _____._ --- - --- - 11, 1, , , I \ 1 \ I t , __ - \ , : N� . . III , I , I I , \ - , , I \,\ I , i " - -r] I I I i 11 I' t � Y,; ) . � -- 1. -. - - - -- - -11 I " \ \ I - � - I I llh� � \ -�- I ".- - .- - I 1, . I I / , �� ) N \ '11-- , , \ 11, \ \ \ 86,967 SF , I 1 4 * , 11 -1, I � �,\ 1, I ! , I ,, 1. - _. ,�___ " 1, 1\ I I I I I � .1�hj I \ 11 FF = 527.0 \ i , � � "l t I � , r � \ � �I, I x 'K, X �,,�, , _. .- - --- I " , 1\ 11 ,,, \ I � - — " I I , , I I I � i � , \\ 'N ,_ 1\ ,,,, 1, \ --- I I " ij I 11 �f I 1, I I'l N� X ,,, � �,,, I , '__,__ __. - - Q'\. ,\""N\,%,\\, 1. i .;p ,�� , - -.1, I \ #e "I I 11 \ I I I � I I i I , i I , I , I � I , i ) , N", )� 1, X\ �N , �, �% ... \ , ''. 1 I � I 11 , 1, , , , 1, ".*�� I I I '�' I r , I I 1. , I 011 I I , "I I � , % I I , \ - li I I �.;�3w.�tMi . I i �� � \j� : , ", ! , I .*�� I � � Illi! IX � - I I N � I I I \ . N - \ \ , , \\ \ N � " \', . 1, I \" 40r, \ I , � 1 � " I., \ ; \ ,­ I I r I AjYCHOR B I . I I I , , I I . � I i ) 1, % \,,�( � \ � � ON, l� , ,� 1 1\ � " I I I -STORY I 'N I* \ I - '�, I\ . � I" )k, � \ ��� i N-__\ , I \ ) 1 1 60,607 SF T0I I ;)�,-� X% )4 1 �,_ � 1 . I � \� -- QI4i I � I ,, -� , , , \ , � , � � I � � I 1 % _Z1 \\ � 'w , I �� � I X " . NN \ , , " , . I N I ,v`, v N I I.e, \, . � � IV - \ \ I 0 z . FFE = 555.3 / I I 1\ , 11 I I I �\'%,lY I I DA = .84ac �� STR-22 \ ri --mow I I.-, , - l I� I - �iI , ,r , i , I " " , , I � I � , " ", � \;� � N -.o I C = 0. I 11 � I , Type 2B I 1 . ! . � . I � ; I I I � \ Ix �_ 1, ,I ') L, , , 83 . I I \ I If 1 � � � , i I , r I I * i IX N )( k�, \ ,, ,, , � N ON -.- , I — - . \ L_w� - Sprinkled . " j"y " )(\ , 11 I I I I - :-. \ s I K � , I \ Nll� \ H I I I � ,,_ I \ I (i DA = 71a It . , , , , � � . I I•I I % � � l, "Olf,''f % C = 0 1 1 1 N \ -1, I , . y , , , I I ; I . " \\ I \ . . IN, 11 .. .1. . ­ - 11 - - -,.- ­ � N .85 i I STR-3 I P, Q4 E, I , �• I , I I I , I i i� _W � 5 , \ � f 11 fIllf'! X, )(\ \)�,\, , I ,%. _­­ 71 I III \ N \ � I , A 1�1 I I __ 1. I N, " � 'N I ... I- I \ � DA = .810c \ l ._4 � I � i , 1 � � 1; �, " I J. , � � ' I I \ 11 I N t I , I N \, , 1, .. STR-4D � I � � I I I \ �!, t�., , ;[3� 1 � I I I 1-1 , r I I I , , C = 0*79 \ �� I � I i t i I I \ � , \ � I ,� I 0 1 1 1 1 1 1 1 , . I � , [ I I S [ , " )( )k,� -, I Vx 1 � . � I• I _� ) I I ­ ­_ - , \ I I ! \, . I I I I I , , I - , I I � I I x , \\\ k I I , N� �\ DA = 0.94oc i I , IN. I , , I I i i k i I " I-.-- , , � � ., .� C = 0.90 .. I ", j 1 � I , \ \\ - I i I � � , � "., � - ,� I : i I i ; , � I IN� I ,, )�\ . � , 1� , __..'.'4- . � .1 V ;_ I 11 . � , l � ! I )( X�/_�(_\,x I" I �, � " � � , I \ 0 W I I ,- I I 1� I � k I , - .— - 1\ \ " I I 1 � 1 � � I � I ; I t K 1 1,il ' , , 9 • I 1; I _ ." I � I, % � �^ � , l , I ��, � I ! 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' � I - ' Z = I k - STR-53 � 0 , I � I ,. � I I 48ac I VX " DA = .32ac I TR -33A \ I - � --55+- - - -_ _._. 1-1 ', i 1 i i � -A SU1,11 'I ,, I 0.37ac ' STR-32 k, , I - 4m - cn Q � l , ' R-93 TR 31 , , 11 " " - , I / I t ( I , � � I DA 0 DA = DA = 26ac s � , / / ,/ I x / I i I I I !'C - I I \ ___ - "., I / I , i i '�� �,, I o tsl C = I C = 0.8 , = .20oc 110, __' -1- .. -_ , / // \k 11 , , IP 46 � 0,l,� ,I I AREAS MAR ---.I..;" N - 0.81 ,'� 1, __ __. ___ __ % 5.� /I " , 1 ,, y _.- I PO z I ,1�1 /// � % / / . .. .. .. � x x x x X! I� � %,� i � W4 3: /" k I/ \l,' X X I RK pf E � I I I ! , ; I I I 9 - � � ...__ P � � � 1 4 : ''I 1, \ ; i % I 0 ! ! ! 1 \ - \V'--- I ! , I \4 x ^ *1 I FACILITY � I ii� , 1p I I , ; \ I I � I- '­ I I \\ I I \ I I I \ ; \ (\ 11 I \, � � I I \ '. 1 1 \ \1 X>,\, ! (SWM -3) � 1 7 I I 1 j-, IN - I i : \, ; I I .__ ", � - ;-I 1, N, � . Ili , I t _1 �UILIJ G \. __ 1. �\�,, , , 0 8)561 .772 s / 'I' � a I I �_ I . I r\ \ �,\ , " ,% � � 'I 1\ I- I I 1, X Y, , , � '� ) I I 11 11 I � I BUILDING P, IL . : I ��, I __ _. " N a I \ '13.1,6, �, I - i j � I p , , , , �� i 1' i I I , I 1- rAILI " I I I 1-11 11 � __" I I I I T "i � . � ��l I .�,%Tw� � 11 I I I � , , \ . � I k I ,� ^ I "I I Il p " 1. I-StORY RET� ' -_ STR-42A , I I I - __11- ,\ \ �N \ � l "�', � ', - � \ I I I ,,� , . I STR-52 I/ I �, 7 I � 1-1 DA = ,40ac 11 t . � � -",\,-.- ___ i - - _., -,% - I-- \ � I i � I I .11 I \ I ,e� ; 0 , \ � � , 1 9,000 SF 1 � I a Uj \ , � , , � � , , � ) \ X l .i . ' DA = 0.62ac - ],`. I 1 mm.17 FF - 92. i FF ==,13 \ � FF=MV � k, FF�53115D � I � _-I - -- - % I F5 1, , I ll l ,�, I t I I ; _11,1 11 � C = 0.88 1 L-4 FFmW. I FF . � ,\ BUILDING K , % ,, - rc co ,�, i � ,, I I � Ic T'_"C�..._so I FF -S" I k I .- , .,� " I , 1 � � 'A ,tv I I � I \ )( I^� � I I -- - `­..__. A 1\,� .1 . I . UJI � I I I 1 ; I �\, , � I I A - 0 57ac __ - -.% I ,-.- I - -- , \ I \ I I 1 1 , , , � I I '\ I � 1 I . I = 0.88 1__, " - __ .- - A 14.! 1 . -.- -- - - -. - QF I -- I , �� I I % a a a 1� 0 1 � I - , I . - " ". �'! = I � ad 4 .4 r- � "7 � � N I 1 1 1 � � N, � � [I FF 53, , I ! , ; I 4, � i 1\1 l\V - I 1^ I " , , � _'. 4FF ` \ � � N \ I x j % I _; cj Q --- I I I T I _; I \ I � 11 ! \ I I I - 25 � . - 0 , ) 11 ; , I I I , ,�, I f , \ \ I I - % I I p I I I � I ,l I � I . � 1. 1. - i I - Y, I ^ , 41111PI 1 . I I , �e. , I �v ) I � 1 i ,,� , ,,� I STR-52A 1. I N .. )i 1744, ".- 1, ,� -1-roser, v I � -_ I \ 02 III/, , , kk \. - x -,- ._1 . - 1 -_ I _v I � I i ,it DA � i 'k \/- � - I�i __ \ i I , " - , -- , , , � - / I ill i - , _­ , I .- � /,/ " , �\ -,-, , ,,,- - , I 11 1; �� , .-- I � 11 loc -3 1� \\ --.--,- -_ I \ �, I � C = w Curb Cut 0 BF v ol; _._,_.% A )i, I " I \ K\\\ I ,., . z, N � I ,.- �'. I \ I �, I i�� tii , ,x ". 'I , , � i I - ­� STR-51 DA = .57ac $I r"% =1 r—_ I I \ , I'll I_ \ \, I 11 � ,\'', I . I � \ I - \ 9 ! I X� IYU � . \,I I , � ! " t , ) 11 t� I I �. i I ; J 11, DA = 0.53oc C - 089 . STR-42 STR-43 � ­ ""I ) CZ co I I I � T�, I I i C = 0.88 �� i ACA ' iviivi�-\r� I � , - ­ � I, % I- � , � " I \� Q- I .. i I I �, I - DA = .51ac ,�IJA = U.ZDGC; --1 I ,_#o� z \ , ... I '� I I --------- I , % = .bU . ... ... ,,11 , � I I � " % \\1 \ , � \ 6 kl, \, " - I .. I � ;. , �, I T IP 32 A � � C = 0.88 1 � � I _i� � I � , \ X\ I I I - \-.I U2 U - . % '\ � \ , \X \ � I , , I F;Ii,...; I, � I ; I � \\ ,-, _L_� '. . — I 1, 1� _.. � 0) � N \ \ I I 11 I � ,5.7 \ - . IN 1 79 F) 1 ,_ I �, , � Ix I i,q I 1 INV \ .- 1, ,5.fo, -_ ___. - , '' \ �� \' I 11 \ � -, - - w-, _L5 = F. N^, 11 I ,11 , I �� __ � , l� � "\\\ \ . I I 101 � � , \ I 11 i I I , �'. - 1. —MN____,eiw_'. U U 8 - - I 1. �, \, X\ \, 11 - I I � N �A I " -.—MMIlM >c .X. .\ , ; : 11 I g P: \\ 8 I ST .-. ­- ­ . I \\ STR-51A A I \ N, �11 \, -w m I \ "I iiFF�_� _1 W ) \ lll:� � DA = 0.330cDA = 0 62 11 '­_ , " -1 \ , I .,� WETLANDS . . . 1 ;Ilq .... 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