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Home My WebLink AboutSDP200700106 Plan - Approved 2008-07-23sJC , CM MA GENERAL mWATE & E E N DITI N a - C o 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE O mIRVERSFURNITURESTORESTARTOFTHEWORK. •-m oc 2. THE LOCATION OF EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON THE PLANS AND, WHERE SHOWN, ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS E QNECESSARY.O 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE MOST RECENT GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY.O 4. DATUM FOR ALL ELEVATIONS SHOWN IS USGS. M v i 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1 -800- 552 - 7001). j f' 0TMPARCEL `,A.._ ` 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER, MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF THE PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS P AND WATER LINES. DB 3243 005 7. A WATERALLE AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. I VANNA DI ALBEMARLE 8. ALL NEW UTILITY EASEMENTS SHALL BE DEDICATED TO ACSA. ,L T H OF 9. VALVES ON DEAD -END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. pin Y RAY MILLER' Lic. No. 30542 o sS ONAI. SITE D GENERAL N ALBEMARLE ,;;o LEGAL REFERENCE: TM 78 PARCEL 58G 1. DO NOT SCALE THESE DRAWINGS. USE DIMENSIONS SHOWN ONLY, BRING ANY DISCREPANCIES TO THE ATTENTION OF THE ENGINEER. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ALL DIMENSIONS. 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN 9 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES. SOURCE OF TITLE FOR PARCEL 58G: DB 3243 PAGE 005 AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. v OWNER: 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED.co FREE BRIDGE LAND TRUST 3. THE SPILLOVER OF LIGHTING FROM OUTDOOR LUMINARIES ONTO PUBLIC ROADS AND PROPERTY IN p o P.O. BOX $147 RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE -HALF (1/2) FOOT CANDLE. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 8 8 mCHARLOTTESVILLEVA229064. EACH OUTDOOR LUMINARIE EQUIPPED WITH A LAMP WHICH EMITS 3,000 OR MORE MAXIMUM LUMENS SHALL 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. a BE A FULL CUTOFF LUMINARIE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM a ! ! f DEVELOPER ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 8 SOUTHLAND HOUMES INC. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.1340 Stony Point Rd Charlottesville, VA 22911 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 434) 973 -8088 0 cc 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 0ZONING: C1 - COMMERCIAL 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). co EC - ENTRANCE CORRIDOR OVERLAY DISTRICT MAGISTERIAL DISTRICT: RIVANNA cI V] SOURCE OF BOUNDARY SURVEY: FIELD SURVEY BY RIVANNA ENGINEERING & SURVEYING, PLC. W C/)SOURCE OF TOPOGRAPHY: AERIAL SURVEY PERFORMED BY JAMES H BELL, JR. P.C. ON z JANUARY 29, 1998. C> $ 8 8 BENCHMARK: 'X' IN CONCRETE BASE FOR STEEL FRAME ELECTRIC TOWER. ELEV = 361.28 SITE SPECIFIC NOT D aEND I I I 8 8 8 8 vn SETBACKS: BUILDING -30' FROM PUBLIC R /W, 50 FROM RESIDENTIAL 1. TRASH REMOVAL: ONE DUMPSTER WILL BE PROVIDED AT LOCATION SHOWN ON PLAN. S1 Of 8 COVER SHEET Benchmark 500 Existin Elevation ContourPARKING - 10' FROM PUBLIC R/W S2 of 8 EXISTING CONDITIONS & DEMO g / UNDISTURBED BUFFER - 20' FROM RESIDENTIAL 2. EXISTING LANDSCAPING CONSISTS OF GRASS AND DECIDUOUS TREES - -0 /E -- Overhead Electric K55,5 Proposed Spot Elevation W IS3of8SITEPLAN MAXIMUM BUILDING HEIGHT 35' 3. PORTIONS OF THIS PROPERTY ARE WITHIN FLOOD ZONES AE. S4 of 8 GRADING & UTILITY PLAN ;r Power Pole F5 Proposed Contour I I 4. THIS SITE IS NOT LOCATED IN A RESERVOIR WATERSHED. S5 Of 8 STORM PROFILE &DETAILS 0 -0 New Light Pole ., N co PAVING SPECIFICATIONS 5. STREAM BUFFER SHALL BE MANAGED IN ACCRODANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION S6 of 8 LANDSCAPE PLAN MH Manhole ® Slopes Greater Than 25% PARKING AREA: 6" - #21A AGGREGATE BASE MATERIAL ORDINANCE. S7 of 8 LIGHTING PLAN BPD Backflow Prevention Device m Limits of Disturbance 104 `42" = SM 9.5A SURFACE MATERIAL 6. AREAS OF THIS SITE CONSIST OF 25 SLOPES OR GREATER. S8 of 8 PLATS & TRUCK TURNING C/O Sanitary Cleanout - _ - Flood Plain O w 0SIDEWALKS: 4" 3000 PSI CONCRETE 39 Pavement SpotDUMPSTERPAD: 6 - 3000 PSI CONCRETE X P Setback E- E.. CURRENT USE: VACANT w V) ..; PROPOSED USE: PROFESSIONAL OFFICES, 20,732 SF GROSS W 2!;- O MAXIMUM NUMBER OF EMPLOYEES: 81 U I E-+ NUMBER OF STORIES: 3 W ~ W PARKING SCHEDULE: REQUIRED: OFFICE: 80% OF GROSS BUILDING SF = (20,732 * 0.80) = 16,586 SF `_ 1 SPACE PER 200 NET SF FOR ENTIRE NET AREA. 6- Net SF /200)= Required 16,586/200) =83 Spaces REQUIRED PARKING: 83 SPACES PROVIDED PARKING: 84 SPACES SITEINCLUDINGFOUR (4) HANDICAP SPACES LOADING SPACES: OFFICE: s 1 PER FIRST 8,000 SF OF OFFICE SPACE + 1 PER EACH ADDITIONAL 20,000 SF REQUIRED: (20,732- 8000)/20,000 + 1 = 1.64 F s PROVIDED: 2 LAND USE SCHEDULE: F PRE - DEVELOPMENT % POST - DEVELOPMENT % BUILDING: 0 SF 0.0 5,964 SF 4.5 PAVED: 6,900 SF 5.3 42,777 SF 32.6 PERVIOUS: 124.521 SF 94.7 82.680 SF 62.9 VICINITY MAP ,_64TOTAL: 131 421 SF 100.0 131 421 SF 100.0 MAXIMUM IMPERVIOUS COVER: 48,741 SF APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT CA ZONING DEPARTMENT w D 91s;/sQ' INSPECTIONS DEPARTMENT / T SERVICE AUTHORITY 71Z1 10e ENGINEERING DEPARTMENT Q 7-U-0 VIRGINIA DEPARTMENT OF TRANSPORTATION 0 7/2s /og' VIRGINIA HEALTH DEPARTMENT N 07'2 ARCHITECTURAL REVIEW BOARD 11 P FIRE OFFICIAL ZIS -o8 C23 CD W H w Q v Z - W-rx DDR PROJECT NO: 70289 INDEX TITLE: I st SHEET NO: 1 OF 8 DATE: 10 -01 -2007 J CM CM 0 V 0 ON WA ZO' PrivateExisting`E 0Sanitary osement TM Investm nts, LDB3017-63434B DB 3237-\684 wDB2673-4 E 06 9't OFFICk, Z NED: CO 58TY78 CH ofHOMESINSso1Exist20' Private <2 XExistinqTempoer0CedarExist. DB 3513-237GroftgEasementSonityEasement \ . , ' \: ` . - ' 2--DB 713-33ToBeReovedDBSl8P377D13J218P384 I imu Y HAY MILLER Lic. No. 305427f D.B. 412-345 PLAT USE: VACANT r -''" -_ , \`\ . .- \ \ ` =, :,;i; f/! \ 1 / l t. A \ : , R\ 4;k pD: R-1 4t;ZONE Ilk, 01 A. t ,' ,i .'........ ........ i'" \ r,.,J- "' ..M1. , Ty TS /ONAL 0 NINV o fs 1 \ r" f'!"!"" ....., \ \ •\ k` 1 ; •, \. \` i , r J 'w; 1, \ \ : \ \ A \ \ \ \ - 4"07C, Ex'Itt-JI N 1V TBR) C X Exist Tree QedarExiSi. 204 ziiiQ }Exist Trtm, TAR n C:)41 To 1Be Removed 0-4TBR) A ood tone AE l i i , ' / l :' `, : 1 ,,- `'/. - ., Exist 12 Cherry' 10 Be Removed k --- --- X ... ........ x 3 1-6 71 c V I V7 fill/Y 1001 ` r - _ ~'` \ \ :w: wExistiqGrovelDivwayV8' Stu 58C TBR) Os.7& IM 7 z AREE BRIDG LAND TR UST 0-4 Acres Jl< USE: 4CANT Approxhate fiMits of 'Ti rnECZONED:xist C rb &Zone AE. ream buffer is qv Asphal To Be i ' ZD70-4nlimitsgf J _ las — Lydtmoyed . . ...... co LO 10 V. loc Exis 12 Cher af,, i y _ ; ,ice \ To Be Removed Ado 0kNs" C)X nt 4 • i • i i X.N. 00 NX 4 E --4 C)v OD rn Z E --4 A C) 4dL) N U)096z z C> yy z STONEY POINT ROAD .. ill t __: _ w z , STATE ROUTE 20 - bb -- . w E EE --4 C( )C0 X Z A-- NNII .. . .... .. . ..... ....... DDR PROJECT NO: 70289 INDEX TITLE: 0 Z o S2 SHEET NO: 2 OF 8 20 0 20 40 60 SCALE: 1" = 20' DATE: 10-01-2007 0 0 a f I !fiSegmented -Block PRetamrng Wall r1 HihMaxe9 t - -2 t} f L, tr Steed F .\ SS`o) fir• ; t. er f t1 f a4 an W f t0 #j. V I f t1t tf f t rReB NCHMP' Bose fit,; J• ' Guy Pole t , tilltl Stop Sign wJ X1.11 a i i i F 1 g a • V4 ] r r f/ 1 v . 2' Parking Overhang 18 Spc ces 0 1 'x16' N 13 Slliaces 0 10'06' as 6' CG -2 cq 2' Parking Overhangs 24' r--- - — 12 eady Rock etaining Wall ax Height =8' o Force Protectio owl 75.1' j s , • 1 CG -12 G -12 24' —f I 60 0110'x16' 11 Spaces 0 10'08' 004111111. 2 HC Spaces 0 8'x18' 0 4 24' -' to go N 2' Parking Overhang f• , I LA J5' Curb Cut CG -2 L CG -2 10'x18' Concrete Dumpster 6'- .8;aCover Si o . 9 Pad With 6' Block Wall Faced With Brick To Match Building. 142' 6o C-n OHVAC17 -7 Steps o c N Units Concrete Ret. Wall Max Height =2' Prop. 3 —Story Office Building -7 ° 0 0 C 20, 732 sq f t 0 o 4 -7" Steps w/ Handrail A ------------------- - - - -- -- 7' -4" Covered Sidewalk 3 -7" Steps 7'• C crete •dewalk CG -2 CG -2 10' ao ao i } 17 Sp ces 0 9'x18' 2 HC aces 0 8'x1 ' Ps. -- 30 Building S { k N li y j t CG -6 CG -6 i ran 10' Parking Setback 1 ;k Monument F dSign 1 oute I 250 OAD TONy P ROUTE Ar''s — S s TAT RW & povernen 556 r .' • - .. r — ` f1ble width h pX00' S9 t — t °nce _— _- - - - - -- ---- - - - - --f,,...- --•-" r,...r -=., ... -.•— i sot pis — w' i a 7(s.9 15 Sr ev N 20 0 20 40 60 SCALE: 1" = 20' s JN<Ez o TIMO Y RAY MILLER> V `N a ' O mQ f ON AL ENG C 010 S "ill tk V 1 k k r,O 4 a, Are p r% 60 0110'x16' 11 Spaces 0 10'08' 004111111. 2 HC Spaces 0 8'x18' 0 4 24' -' to go N 2' Parking Overhang f• , I LA J5' Curb Cut CG -2 L CG -2 10'x18' Concrete Dumpster 6'- .8;aCover Si o . 9 Pad With 6' Block Wall Faced With Brick To Match Building. 142' 6o C-n OHVAC17 -7 Steps o c N Units Concrete Ret. Wall Max Height =2' Prop. 3 —Story Office Building -7 ° 0 0 C 20, 732 sq f t 0 o 4 -7" Steps w/ Handrail A ------------------- - - - -- -- 7' -4" Covered Sidewalk 3 -7" Steps 7'• C crete •dewalk CG -2 CG -2 10' ao ao i } 17 Sp ces 0 9'x18' 2 HC aces 0 8'x1 ' Ps. -- 30 Building S { k N li y j t CG -6 CG -6 i ran 10' Parking Setback 1 ;k Monument F dSign 1 oute I 250 OAD TONy P ROUTE Ar''s — S s TAT RW & povernen 556 r .' • - .. r — ` f1ble width h pX00' S9 t — t °nce _— _- - - - - -- ---- - - - - --f,,...- --•-" r,...r -=., ... -.•— i sot pis — w' i a 7(s.9 15 Sr ev N 20 0 20 40 60 SCALE: 1" = 20' L T H O s JN<Ez o TIMO Y RAY MILLER> V `N a ' O mQ f ON AL ENG C 010 1 m r,O 4 a, Are p r% W v L T H O 1 10 TIMO Y RAY MILLER> Lic. No. 30542 f ON AL ENG m W v j U m 0 a to t- o r V O 0 8 8 8 8 v , I v7 O -+ N O! d' W C`3P 0 W VLl O W Z E rr ,, W E--4 U >-z DDR PROJECT NO: 70289 INDEX TITLE: S3 SHEET NO: 3 OF 8 DATE: 10 -01 -2007 tory N a C c > o p \. fie F: pprp r f, ,\ :\ ` \ \ \ \ nrivote \ r ,` : \ `; \ `' ... \ \ `\ \ ament Q/ rc_ t r•' \ ONAL X A \ \ 0 W t 0v LLI c v N \Iwo 1 rte- 20 0 20 40 60 SCALE: 1" = 20' NNT s TONY Rp _ — T / Existing Painted A S h a l t idth Vf10le S` Wn to jr m D R o cn Lil Z z 8 8 8 Ix 8 8 8 8 W i w rl N m * m owz 11 O V L W Z O T m F r Fie W 2 Q U Z U ~ Z x CY c O L) 0-4 8 8 m W QU m D R o cn Lil Z z 8 8 8 Ix 8 8 8 8 W i w rl N m * m DDR PROJECT NO: 70289 INDEX TITLE: S4 SHEET NO: 4 OF 8 DATE: 10 -01 -2007 owz 11 O V L W Z O T F r Fie Q Z U ~ CY c DDR PROJECT NO: 70289 INDEX TITLE: S4 SHEET NO: 4 OF 8 DATE: 10 -01 -2007 1 STORM SEWER PROFILE ST 1 - >2 S j 1 " =30' Horz, 1 " =10' Vert 5/8"-1 METERS) COVER LIFT NOTCH 12 3/8" - WATER CAST IRON LID N NOTES: 1) UNPAVED AREAS (PREFERRED LOCATION): PLASTIC BROOKS 2200 SERIES WITH 6" EXTENSION OR APPROVED EQUAL. 2) PAVED AREAS (ALTERNATE LOCATION): CAST IRON BINGHAM and TAYLOR No. 6015 -8 OR APPROVED EQUAL. USE 6" OF BRICK and /or BLOCK TO INCREASE DEPTH TO 24 ". 3) FOR TOUCH READ METERS A 1 -3/4" DIAMETER HOLE IS REQUIRED IN THE LID. TYPICAL MET BOX SJ5 NOT TO SCALE 350-WIDTH VARIES I .................. A -1.1.1 91.1355355 fie 77/z L....$:..$. r... VDOT 21 A STONE BASE 4 0 12" p . U.....N 95% COMPACTED TvDical Pavement Section - Dumoster i ......... .... PP; . 94d Grad,t.N... $ ... X 350 345 340 L N ExTsElny;Crod- ... n a >_ W o ... ..M Existing Grade...n .. ll345 w 345 En A c a d d 340 c 0 335340 1 2 3 PQaQ,,.a .Grad* 5 6 335 1 8 335 14 15 17 19 335 330 0 +00 0 +50 1 +00 24 1 STORM SEWER PROFILE ST 1 - >2 S j 1 " =30' Horz, 1 " =10' Vert 5/8"-1 METERS) COVER LIFT NOTCH 12 3/8" - WATER CAST IRON LID N NOTES: 1) UNPAVED AREAS (PREFERRED LOCATION): PLASTIC BROOKS 2200 SERIES WITH 6" EXTENSION OR APPROVED EQUAL. 2) PAVED AREAS (ALTERNATE LOCATION): CAST IRON BINGHAM and TAYLOR No. 6015 -8 OR APPROVED EQUAL. USE 6" OF BRICK and /or BLOCK TO INCREASE DEPTH TO 24 ". 3) FOR TOUCH READ METERS A 1 -3/4" DIAMETER HOLE IS REQUIRED IN THE LID. TYPICAL MET BOX SJ5 NOT TO SCALE 350-WIDTH VARIES 3,000 PSI Concre e 350 fie 77/z VDOT 21 A STONE BASE 4 0 12" COMPACTED SUBGRADE EACH WAY 95% COMPACTED TvDical Pavement Section - Dumoster Pad 345 X a o ?L _345 340 L N ExTsElny;Crod- ... n a >_ s 340n .. ll c w m En A in c a d d c 0 335 1 2 3 PQaQ,,.a .Grad* 5 6 335 1 8 9 10 11 12 13 14 15 16 17 18 19 330 23 24 ft)ac) 330 0 +00 0 +50 1+00 1) 2 STORM SEWER PROFILE ST 3- >4 S 5 1 " =30' Horz, 1 " =10' Vert SEWER SERVICE. LATERAL CONNECTION NOTES : 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE2 'LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED 3 TO THE MANHOLE. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE AS MANUFACTURED BY "SEALTITE ", OR AN APPROVED EQUAL. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT) 4.ALL SEWER LATERALS SHALL HAVE A MINIMUM DIAMETER OF 4 ". 5.ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. MAIN LINE S 5 j NOT TO SCALE VARIABLE WIDTH A CURB TYPE VARIE`, 2' IN 2" SM 9.5A SEE PLAN VIEW G 2 CROSS SLOPE VARIES CG -6 SALT -- TREATED FINISHED GROUND 2 x 4 UARKFR 0 5 S SER S5 NOT TO SCALE LA COMPACTED SUBGRADE 6" VDOT 21 A 95% COMPACTED BASE MATERIAL r6 Tvoical Pavinc Section Detail SS 5 NOT TO SCALE WIDTH VARIES 3,000 PSI CONC. SLOPE: 1/4 1' l 411 b . J 7 Avg' p• T "Y P ..: COMPACTED SUBGRADE VDOT 21A STONE BASE 95% COMPACTED Typical Pavement Section - Sidewalk S5 f NOT TO SCALE La204 Stonmwabar Inlet Computations WIDTH VARIES 3,000 PSI Concre e4 " fie 77/z VDOT 21 A STONE BASE 4 0 12" COMPACTED SUBGRADE EACH WAY 95% COMPACTED TvDical Pavement Section - Dumoster Pad S 5 j NOT TO SCALE VARIABLE WIDTH A CURB TYPE VARIE`, 2' IN 2" SM 9.5A SEE PLAN VIEW G 2 CROSS SLOPE VARIES CG -6 SALT -- TREATED FINISHED GROUND 2 x 4 UARKFR 0 5 S SER S5 NOT TO SCALE LA COMPACTED SUBGRADE 6" VDOT 21 A 95% COMPACTED BASE MATERIAL r6 Tvoical Pavinc Section Detail SS 5 NOT TO SCALE WIDTH VARIES 3,000 PSI CONC. SLOPE: 1/4 1' l 411 b . J 7 Avg' p• T "Y P ..: COMPACTED SUBGRADE VDOT 21A STONE BASE 95% COMPACTED Typical Pavement Section - Sidewalk S5 f NOT TO SCALE La204 Stonmwabar Inlet Computations Sag Inlets Onl X s c w m in c a d d a c 0 1 2 3 4 5 6 7 1 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 ft)ac)iam)Cft) (C1i8 (Cfs) (7)1) ST 2 1 DI -3B 1 61 0.521 0.711 0.37 1 4.0 1.48 0.00 1.48 0.016 8.30 2.000 8.3 5.fi 0.47 100%1.48 0.00 0.47 0.5 0.94 5.6 ST-DI -36 8 0.43:0.8S 0.36-4.01 1.43 0.00 1.43; 0.016 2.00;5.00 2.00 2.84;. 0.31:100%1.43<0.00:0.31 0.50 0.62:2.84f K 9 - STORM SE CAL S j5iidf O SCALE NOTE: NO SWEATED FITTINGS 71 ( FLARED ONLY) DUAL SERVICE 3/4" TYPE "K" SOFT COPPER LA H SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. 2 THE SERVICE LATERAL SHALL BE THE SAME SIZE AS THE COPPERSETTER, EXCEPT AS NOTED ABOVE OR UNLESS OTHERWISE APPROVED. 1/4 BEND COUPLING MUELLER NO. H- 15069 (3/4 ") L NG NO. H- 15068 (1 1 2 ", 27 FORD NO. L02 -33 (3/4') VALVE \ NO. L02 -44 1 ) NO. L02 - 66 1 1/2 ") 36" MIN. NO. L02 -77 2 ") OR APPROVED EQUAL CAST IRON LID FINISHED GRADE 10•_1 BROOKS 2200 SERIES BOX WITH EXTENSION OR APPROVED EQUAL IN UNPAVED AREAS f 4" STONE BEDDING CORPORATION STOP (3/4 ', 1 1 1/2'. 2') MUELLER NO. H -15000 FORD NO. F -600, OR APPROVED EQUAL TYPICAL SEF S5 TNff t SCALE 1" TYPE 'K' SOFT COPPER COPPERSETTER (PLACED ON STONE) FORD W72 (5/8'x3/4 ") W74 (1 OR APPROVED EQUAL METER BRICK AS NECESSARY REDIROCK Typical Gowrld Wall with 28" Geoconnector Blocks No Sri. VP) - VerWW placsnuM of Beonr WYM. McMUnmft are from ft bake Mwagon. L) - LwVM of peoprid. Msee utcmend aro from the few of to block. WAN H@Wt SETBACK - 1.355' 4.0" 9~ Mph on Wdl) EW py /w 11 fi fir, iAiAi ii X . 1 i.:IGEIO li6ii fi'i® 1 Y t 1 •J i,.- X11-1.1± I - 121 -l„_ - ees Rcdl- Rodk.com 1br Dehlled I Seddon Dmw W of Each C011110on Shown in the Dedpn Charts Rsd- %" hfti * orlsl, LLC O M P11" F enrwd i O17; 4,4 'Perlbralcd Sock Drain crv.Ned Sk)fw (As Spedn.d by Erginew) Levelhp Pad FJ. Reds -Rock' Intem clonal, LLC r.w In s1.t .rre.e vwa _ 1 14 Dnpn !#iwwow Jm" 2007 EdMlon 3/4 "x3 /4 "x 1' TEE rib ' R ETAINING WALL DETAIL 5 NOT TO SCALE 0 72S1` G{f J N N 1 Q -O as E CL c N O 0 m n C_ O Q . f vto t0 CO o ` T H OF k' I TIN Y RAY MILLER Lic. No. 30542 00 4q_ 0 ASS /ONAL m w U ul Z c Ul m m LL x N A C C/1 Z ac C/i $ $ 8 A 8 8 8 8 A ui 1 co co02M owe 0 W W Z D E-+ o wry W a od 1-4 T Q V 1 V I~ IL DDR PROJECT NO: 70289 INDEX TITLE: S5 SHEET NO: 5 OF 8 DATE: 10 -01 -2007 r ` ^`'``') 2200 SERIES C'oeea ly rf Albeneeto Coasenvillin P1= Checidist — To be p1wed m Lsadscigpe Pleat t k p' III-2i4- 111 -217 it copiak s'eci5csfi $ I T"M No to tat:0d; L:cstw of c :*crier (or .1d& czip:inr of toes io 'oo ;awed); Locator amid type of proi *.ve 6xiog; Oude cbngm requift in* walk or wait; Aoposed trexbing ortaaeaftbeymW ** limb ofclWAS. 2. k{ AA trot to be saved ibalbe merkeiwritb wtretwfilk'aoe st a W&bt *eci} sii.bait b *cuipaseag opacetori. Flo fr*&er ikal: bo& until 1h* wee madkier t at b= ieipectsd aed appreved'ot a Cota1' Inagacter. a_ M Tee presecralion and psotectian mastaes sF.atl to mv. aed wal the ctxracta on site. 4. Endeomou OvermAm nd Silmimnsm: Flay *cuip:sou, vok:M1U talc aed stoa6e if coesirtxdoa mAwiali ioc:ud:er w:L skaL oa be peraicled iriibitlbe driplieas of tees to be aved_ i. W 'suck kwicei ikalt eel adveriely affect teei to 'ae :awed. 6. Firei K*aot pwrdiaii aitbia 140 f*et of *e drpLte o: ineei lo to wed. IM Tna malericls shall not be iwnd wriibia 140 fiat of the drp1me o-. tees N to wed. rTnm b to MLC*d wiibii 44 fief o a poopmed buil tg or fradier acliv* shah be pt!oc*ctcd bf isxing. nr ibel be a y c* aed sbdl to imWted and appmvei by a C'mmir r :otpular prior lo grad u w coeilrxiioe. 4. When lw noted kM wu 'ao ra:tee wrilbia the dr*11w aim tee to to uvaii, a trio w*U sMi be ptaRided and a cortopxdoe dead submitted for apgr*val. la. koa the noted krtl mi:it 'x Lvw eyed wrilhi>1 the tltiplioe a tree to be iavwtd. a tree weA stall oe pret':d *d; and a coostrxti*a dNa.l submitted for approval. 11. ' W ten umber ii r*cwued w *d io tt:* :units o° ductal. ii rbal to deae as fe away foam the iraoki of tree ai Fossibl*. i z3WmS per a Legge tee sk III 'oe coni :aired m at itueatita wbeo it .i eaticipelad tkat aoc*sia y tr*ectia= W21 desvor - .'M&r Mats. 12. Aotactc* J.Kiog sha0 be the last it*gms aged &r* tka i3tA creamy. O.O Sl1g6 FqP 1 of 1 PLANT LIST QUANTITY KEY I BOTANICAL NAME COMMON NAME CALIPER CANOPY TOTAL CANOPY SHADE TREES 7 AR Acer rubrum Red Maple 3. S'510 3570 10 QP Quercus phellos Willow Oak 3.5"471 4710 2 SA Sassafras albidum Sass0as 2.5"249 498 13 ZS Zelkove serrata 'Village Green'Village Green' Japanese Zelkova 2.5'•510 6630 ORNAMENTAL TREES 2 KIP IKoelreuteda paniculata okienraintree 2.6 380 760 11 PS Prunus serrulata Japanese Flowering CherryISweetbay 2.6'87 957 4 MV !Magnolia virginiana 'Henry Hicks'Magnolia 4 87 348 SHRUBS 32 AG lia x. gram t ore 'Little Richard Liftle is a is 14 34 ICBC Ilex crenata 'Bennett's Compacta'Bennetts Compacta' Japanese Holly 24"16 544 I ex g am 'Shamrock'Shamrock' In bony y 1 CONFERS 24 1 JV IJuniperus virginiana IlEastem Red Cedar 6• - 7' 19 456 Total Ca 21,106 Nobs: 1 All plantings of trees and shrubs shall be allowed to reach and be maintained at mature height The topping of trees is prohibited, shrubs shall be pruned minimally and only to support the overall health of the shrub. DRIP LINE -\ SNOW FENCE BOARD FENCE NOTES: 1. Contractor to install plastic fencing with wooden posts set three (3) feet on center. Fencing shall be placed as close to drip line as possible. I TREE PROTECTION FENCING DETAIL L6NOTTO SCALE LANDSCAPE REQUIREMENTS STREET TREES: REQUIRED: 570 LF /35 LF = 16.2 TREES PROVIDED: 10 TREES (DUE TO UTILITY CONFLICTS AND EXIST. VEGETATION) INTERIOR TREES: CANOPY REQUIRED: 0.05 *32,936 SF PAVED = 1,647 SF CANOPY PROVIDED: 4,590 SF QUANTITY REQUIRED: 1 TREE PER 10 PARKING SPACES 83/10 = 8.3 TREES QUANTITY PROVIDED: 9 PROPOSED TREES TOTAL CANOPY: PROVIDED: 0.1 , 36 SF = 13,196 SF ANNA RIVER RIv — tier X100 Sgt I I 1 1 1 .1 •1 mpg CX- Mx\' ...... - J J V1 m E CL O 0 m mC O Q AA OHO 4 N L O VO t tWH 0/1 Y RAY MILLER> y Lic. No. 30542 y s M O \ k.SSONAL ECG m U z x O ° v Lij Z O 8 S. \ \\ \\ 8 8 8 8 iii m W I O C . IyI o Dc) E--t z FENCE = - kva 10A / —— f ------ - - - - -- — y _ msv0 s , — .071 3h4'l I W P4 a U Q z DDR PROJECT NO: 70289 INDEX TITLE: S6 SHEET NO: 6 OF 8 DATE: 10 -01 -2007 I3. s: Datapd tees sbmA be «sated imzediatal~ - 9 prim, fetdIhAdot: or od w a*tkodi ecommeod*d by a I" spa Abst. 740TI: rT IS IHE DIVELOPI>R RESPO1513111rT TO CONFL.>R RTTH THE CO1'7RACTOR Q1 TIM COMIfYltb'ATION ItIQRfDtP\{LYTS. L • +. APPLICATIONS Building Perimeters, Parks, Recreation Areas, Parking Areas, Roadways, Outdoor Sales Areas, Sport Courts, Outdoor Areas. CONSTRUCTION Precision die -cast aluminum housing. One -piece fully gasketed die -cast aluminum tens frame. Construction and gasketing prohibit dust, moisture, and bug entry. Toolless entry into housing/lamp chamber via door /lens frame latch. Corrosion resistant Duraplex II Bronze polyester powder coated finish. Optional designer finishes available. See inside back cover of ExceLine catalog. ELECTRICAL Porcelain spring -loaded 4KV pulse rated socket -mogul base. HPF CWA ballast. Electrical components mounted to hinged ballast tray. Starting temperature: LX(HPS) -40' F / -40' C, MA(MH) -20 F / -3a C. Pulse Start compatlble. See chart in the Energy Saving Products section. OPTICS One -piece hydroformed anodized aluminum reflector. Type 4 reflector incorporates segmented inserts. 40OW MA Types 2 and 4 optics require reduced outer jacketed lamps. MOUNTING Factory installed die -cast aluminum arm. Arm contains Integral wiring /splice chamber via side access. Key slot design provides one person installation and leveling. Hands -free wiring. WARRANTY/LISTINGS UL 1598 listed for wet locations. Published five year limited warranty. OPTKM i ACCESSOOKS — SEE END OF THIS SECTION, PHOTOftlEI WS — SEE REVERSE SIDE, ORDERING GUIDE EXAMPLE: SMR154MA -1 150 to 400 ft t 0" Ma+tal HaNds 100 to 400 Watt " High Pnessune Sodom 14.7" 25.5" 37.30n 64.7cm I 7.5• oom 16x^' 4. om 7 s.aan I 50M —— HOLE W"z.r eecm .43. Loom 2• 2 .62. 1.80m loom 15.2om 5Cm 1 2AM .43 1.Oom 10° ; We To Side Low" Drakfp Two* EPA • 1.5 sq.R. C® sm ii 1IN&BWED2b)4 MA a« apo n /6MV 1.120 17 175(EIBT/ED2a)7 end or #6 wadon. 24011 21111aME0 TIED2•)2 3-240 40•,400(ED MS)l D 4 -277 low 10.100(ED/ET23.5)4 Lx 8120-277 150150(ED/Em5)3 Product WMMion is VAller:t 2s250(- ED/E723.5)2 to OhMlps wNhorrt nnbn 40- 400(EMETti1)l 3 D2 BACK —BACK 0 b,0 Q 62 9 x' <(, y \ X o-,0 0 b,0 0 b,0 b Q e L 01 5 ti• b.0 b 1 A 11 it Luminaire Schedule Symbol Qty Label Arrangement Lumens LLF Description El 3 D SINGLE 13500 1.000 SMR173MA 1 F SINGLE 13500 1.000 SMR174MA 3 D2 BACK —BACK 13500 1.000 2 SMR173MA 3 IDS I SINGLE 113500 11.000 1 SMR173MA —SMRGS ALL FIXTURES ARE SHOWN POLE MOUNTED AT 15 FEET ABOVE FINISHED GRADE ALL FIXTURES SHOWN MEET IESNA CRITERIA FOR A FULL CUTOFF CLASSIFICATION 0 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 . 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 II 11 11 11 11 111 it 11 11 11 11 Cil it it 1 11 11 11 11 11 0.4 0.1 b,0 b.0 0 b,0 'i tWilI of i 0 b,0 't -01 m Y RAY MILLER Lic. No. 30542 J.0 b.0 T s §/ONAL 0 b.0 b.0 b,0 b.0 't r g a o m 0 2 , 0 ,0 b.0 b,0 it U Gµ 6 0.1 &8 b, 0 o rn 0 8 8 m 02 b,0 aG rg Seto b.0 • ad U 0 0.1 0 m 0 0, - 0. 0 m W 0 ppipp p 0. X1,0 ,0 ,0 0 0 4 to 0,0 `0.0 '01 0 D '0,0 w ra I _ g 8 8 8b,0 .0 b,0 O7 5 cti 8 8 8 8 v, 0,0 b,0 z LU 0 b,0 kn w l ti N 09 J LLL to z 4 --1 1-- -i F—i w -1 TOT w z H W Q Numeric Summary Label J J N N O I - y Cn C `N a n C 0 mm Fc 2.94 17.8 O N. A. FC Beyond Prop Line at Grade v ; v 0 0P 4 G 0.0 N. A. 0 b,0 'i tWilI of i 0 b,0 't -01 m Y RAY MILLER Lic. No. 30542 J.0 b.0 T s §/ONAL 0 b.0 b.0 b,0 b.0 't r g a o m 0 2 , 0 ,0 b.0 b,0 it U Gµ 6 0.1 &8 b, 0 o rn 0 8 8 m 02 b,0 aG rg Seto b.0 • ad U 0 0.1 0 m 0 0, - 0. 0 m W 0 ppipp p 0. X1,0 ,0 ,0 0 0 4 to 0,0 `0.0 '01 0 D '0,0 w ra I _ g 8 8 8b,0 .0 b,0 O7 5 cti 8 8 8 8 v, 0,0 b,0 z LU 0 b,0 kn w l ti N 09 J LLL to z 4 --1 1-- -i F—i w -1 TOT w z H W Q Numeric Summary Label CalcType Units Avg Max Min Avg Min Max Min Paved Area FC at Grade Illuminance Fc 2.94 17.8 0.0 N. A.N. A. FC Beyond Prop Line at Grade Illuminance Fc 0.00 0.10 0.0 N. A.N. A. Grass Area FC to Prop Line Illuminance Fc 0.49 16.5 0.0 N. A.N. A. Line at Prop. Line Near Rt. 20 Illuminance Fc 0.11 0.40 0.0 N. A.N. A. ALL VALUES SHOWN ARE HORIZONTAL "INITIAL" FOOTCANDLES AT FINISHED GRADE FIXTURE DISTRIBUTION TEMPLATES ARE SHOWN AT 0.25MFC FOR REFERENCE USE ONLY VALUES DO NOT INCLUDE CONTRIBUTION FROM ADJACENT STREET OT PROPERTY LIGHTING ALL SMR SERIES LAMPS ARE FULL HORIZONTAL CUTOFF. ALL POLES & FIXTURES ARE TO BE DARK BRONZE IN COLOR. 20 0 20 40 60 SCALE: I" = 20' W coIx DDR PROJECT NO: 70289 INDEX TITLE: v7/3(kf S7 SHEET NO: 7 OF 8 DATE: 10 -01 -2007 6 W - 6' -0" 6 t0 r - -- ----------- - ----j ow t t , t , I , I I I t t I I I t I----------------- 7' INLET SHAPING BY OTHERS) SDR -35 PVC COUPLING CAST INTO PRECAST BOX WALL BY AMERICAST (OUTLET PIPE LOCATION VARIES) CURB (BY OTHERS) PLAN VIEW 111L TREE FRAME & GRATE CAST IN TOP SLAB PLANT AS SUPPLIED CLEANOUT COVER BY AMERICAST GALVANIZED CAST IN TOP SLAB (NOT SHOWN ANGLE NOSING FOR CLARITY) TOP SLAB CURB AND GUTTER XfINTERLOCKING (BY OTHERS) JOINT (TYP) STREET Id I ih UNDERDRAIN STONE PROVIDED BY AMERICAST MULCH PROVIDED BY AMERICAST DOWEL BARS 0 12 O.C. PERFORATED UNDERDRAIN SYSTEM BY AMERICAST FILTER MEDIA PROVIDED BY AMERICAST SECTION A -A DESIGNATION L W TREE GRATE OUTLET M Lic. No. 30542 QTY & SIZE PIPE 6 x 6 6' -0"6' -0"1) 30 4" SOR -35 PVC MODIFICATIONS OF DRAWINGS ARE ONLY PERMITTED BY WRITTEN FROM FILTERRA DRAWING AVAILABLE IN TIF FILE FORMAT. DATE: 07 -07 -06 DWG: FTST -2 0 Lll%ULJ1 OILr =,J IJ PRECAST FILTERRAO UNIT fififfaqSTANDARDCONFIGURATION , PAT 6,277,274 CopyrizW 0 2007 by Anicricen I AND 6,360,321 29 1 FILTERRA DETAIL S8 L4 c, I M Lic. No. 30542 W eSSIONAL ENG\ Spaces 0 10'08' IC Spaces 0 8'x18'0 •p, ,\ o C Office Building °T, o oSqfto 1 ap Oo OI 7` 0 10' Parkin g-& e SideWk _._...Concre Minimum Turning Radlus zo 0 zo 4 sor - 4 --' TRUCK TURN - AROUND DETAIL R= 24'Left Front Wheel (path not shown) S8 R Min. = 13.8' Right Rear Wheel SCALE: 1" = 20' R Max. = 25.5' Left Front Overhang RI VANNA RIVER STATE ROUTE 1421 FREE BRIDGE LAN i I TM 78 -58G2 RICHARD & PEGGY CARTER, TM 78 -58 DB 2179 -39 3.5 Landscape Easement I TM 78 -58H SOUTHLAND HOMES INC USE: OFFICE DB 2178 - 19 t WB INVESTMENTS, LLC. DB 3513 -237 ZONED: C1 -EC \ DB 3237 - 684 DB 713 -033 1.5' Landscape Easement 1.419 Acs. USE: VACANT DB 2178 -19 Existing 0' Access ''" ' DB 2673 -494 Easement N454353 WZ R1 nt O N43'25'23 "W USE: OFFICE New DB 2178 -19 59.68' 18.66 Acs 14.24 ZONED: CO 30'x15' Grading jj 1.605 Acs 1 Easemen 43 E IF GPS 1 IF Flood Zone AE TM 78 -58G3 L =63.07' /•..::.: :: / Tm 78 Parcel 58G ; \ 4 . OR PEGGY W. CARTER I : :. : . .:: : ': l : / Freebridge Land TrustIApproximaICHAP0G • . \ C3 S61'5 - W Limits of FoN DB 3282 -548 /:' 49 80 DB 1901 -126, 132 Plat I : Zone AE. USE: OFFICE O' O / Flood /' ZONED: C1 -EC :::::. : :.::::::: ::::::: :::/ Zone AE 30 Access Easement1.322 Acs. e 1 1 '': ::' : :: • :t tDB2178 -19, DB 3077 -634 m Property Line along Centerline of Private Access Road \TM 78 -4A MCDONALDS CORP. N41'09 01 " W " D.B. 1309 -377, 378 PI N, `, 40.09 Approximate Limits of Flood + ++ L-Zone AE. Stream Buffer is + USE: COMMERCIAL. C2 i :.: limits of Flood Zone in this 4 ` ZONED: C1 EC — location. 9 29.66 S 10 ork. 3 Bu/ d' 9 et ac 1Se 75ck I ` Poi , °' i Ro nt )?Oat-/ 2 SUBDIVISION PLAT 61 1 61 120 1 1 RI VANNA RIVER Variable Ezte 20 Width R /yy) MON i , IC I E 0 0 0 CD 00 a 0 07 v, N 1 CnCn I r A`TH OF I MO Y RAY MILLER a Lic. No. 30542 W eSSIONAL ENG\ cca g u, m w U O o 5 8 8 m IF U $ m o mI IC010 STATE ROUTE 1421 FREE BRIDGE LAN t I I TM 78 -58G2 IRICHARD & PEGGY CARTER, r ) DB 2179 -39 - 20 Private Sanitary Easement TM 78 -58 DB 3077 -634 SOUTHLAND HOMES INC USE: OFFICE , TM 78 -58H DB 3513 -237 ZONED: C1 -EC Steel Frame I WB INVESTMENTS, LLC. \ DB 713 -033DB3237 -6841.419 Acs. Transmission Tower / / t DB 2673 -494 USE: VACANTI / \ ' ZONED: R 1 New 20 ySanitar Easement O USE: OFFICE DB 3077 -634 / Existing 20 Private ZONED: CO 18.66 Acs 30'x15' Grading _ _ Sanitary Easement 1.605 Acs Easemen 1 - / C? / - - _ DDB 3218 -384 GPS C E8 - - _M.- - - - / / / Existing 5'x135' Tempori 1 I / ( / y / Grading Easement GPS D DB 3218 -384 \ Flood Zone AE TH% % 4' -58G3 / PP S Tm 78 Parcel 58G I Approximot#ICHARip G. OR'`PEG Y W. CA / :.l Freebrtidge Land Trust Limits of Flood 1 DB 328, DB 1901 -126, 132 Plat Zone AE. I USE: OFF?+E,' O O\ / / I Flood °m` 1 100 Electric Easement / w J ,I 1 ZONED: C149 \ /" / DB 184 -127 I Zone AE 11 1 1.322 Acs. \ \ / 15' Gas Easement t " 20' Schitary 3077-634 `` \ FFi . DB 22813 -270 ` \arm \ TM 78 - F cQ `O '< _ 1 / - '20' Waterline Easement \$- MCDONALDS CORP. d ' P I I DB 2178 -19 B. 1 09 -377 378 Pla 4 I I I Approximate Limits of Flood • ++ q,3 ! < I Zone AE. Stream Buffer is fee 3 USE: COMMERCIAL. `. v i I a I I I limits of Flood Zone in this \ ZONED: Ci -EC 10 ' ' `-- _ location. 20 ' Waterline Easement New Stormwater Management — — — - DB 3218 -384 \ Maintenance Easement To Be - Dedicated To Public Use - - 0 Drainage Easement To Be \ \ t. i * E Dedicated To Public Use 15 AT&T ESMT. \ " - 19 osD.B. 986 -364 /StDny Poi ti Route Z Road 3 EASEMENT PLAT S8 61 1 61 1 :1 W — WE M M a I'var2 0 u'idt, GIPS A w zW u, E—I IF GPS A Q O Z z O O_ 8 8 8 8 8 8 8 STATE ROUTE 1421 FREE BRIDGE LAN t I I TM 78 -58G2 IRICHARD & PEGGY CARTER, r ) DB 2179 -39 - 20 Private Sanitary Easement TM 78 -58 DB 3077 -634 SOUTHLAND HOMES INC USE: OFFICE , TM 78 -58H DB 3513 -237 ZONED: C1 -EC Steel Frame I WB INVESTMENTS, LLC. \ DB 713 -033DB3237 -6841.419 Acs. Transmission Tower / / t DB 2673 -494 USE: VACANTI / \ ' ZONED: R 1 New 20 ySanitar Easement O USE: OFFICE DB 3077 -634 / Existing 20 Private ZONED: CO 18.66 Acs 30'x15' Grading _ _ Sanitary Easement 1.605 Acs Easemen 1 - / C? / - - _ DDB 3218 -384 GPS C E8 - - _M.- - - - / / / Existing 5'x135' Tempori 1 I / ( / y / Grading Easement GPS D DB 3218 -384 \ Flood Zone AE TH% % 4' -58G3 / PP S Tm 78 Parcel 58G I Approximot#ICHARip G. OR'`PEG Y W. CA / :.l Freebrtidge Land Trust Limits of Flood 1 DB 328, DB 1901 -126, 132 Plat Zone AE. I USE: OFF?+E,' O O\ / / I Flood °m` 1 100 Electric Easement / w J ,I 1 ZONED: C149 \ /" / DB 184 -127 I Zone AE 11 1 1.322 Acs. \ \ / 15' Gas Easement t " 20' Schitary 3077-634 `` \ FFi . DB 22813 -270 ` \arm \ TM 78 - F cQ `O '< _ 1 / - '20' Waterline Easement \$- MCDONALDS CORP. d ' P I I DB 2178 -19 B. 1 09 -377 378 Pla 4 I I I Approximate Limits of Flood • ++ q,3 ! < I Zone AE. Stream Buffer is fee 3 USE: COMMERCIAL. `. v i I a I I I limits of Flood Zone in this \ ZONED: Ci -EC 10 ' ' `-- _ location. 20 ' Waterline Easement New Stormwater Management — — — - DB 3218 -384 \ Maintenance Easement To Be - Dedicated To Public Use - - 0 Drainage Easement To Be \ \ t. i * E Dedicated To Public Use 15 AT&T ESMT. \ " - 19 osD.B. 986 -364 /StDny Poi ti Route Z Road 3 EASEMENT PLAT S8 61 1 61 1 :1 W — WE M M a I'var2 0 u'idt, GIPS A INDEX TITLE: S8 SHEET NO: 8 OF 8 DATE: 10 -01 -2007 w zW u, E—I INDEX TITLE: S8 SHEET NO: 8 OF 8 DATE: 10 -01 -2007 O zW E—I Q O O Q Z w DER PROJECT NO:70289 INDEX TITLE: S8 SHEET NO: 8 OF 8 DATE: 10 -01 -2007