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ARB202000069 Plan - Approved 2021-02-05
a W N a z E ►� w 0 NEW CONSTRUCTION z w - N C7 Uce w ^ N FOR z V z w ox SLEEP NUMBER RETAIL � U ¢ Q w Q a z ROUTE 29 PROPOSED STORE z o Q ry W W O 0 0 z - z ALBEMARLE COUNTY, VIRGINIA 4 ARCHITECTURAL REVIEW BOARD o z 08 2020 SUBMITTEDJUKE a 0_ V APPROVED 17 DECEMBER 2020 AMENDMENT PACKAGE IL o Q (V WILi [Y v Q o 25 JANUARY 2021 ARB .O 1 `l;./ 12 M,,%)>n ,el, =7>z---i-cy'/ a o0 - —► .� T i W a4N � • . • i� � r • .a`� ,gr , ', r 6 • _ I♦, . • „ • •,''. -•: • ' . -'. ' ••-; ''''' = Z . _ � IC,r • ~� a 4 i! sl .►1 f . ' � ,_ wo�005. ' '.4*** � cc • • r � '7 L ll .' 'IT ` s 1I {a, i "t 'it,' .1 y•am Z Q H • ' ra i 1iii. ; - _ _:: Ti_ • .t '.a[ i. 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Q Q . rt - ` Fo a _ 4 y1 �..1 Y♦ ;. rtit .. y 1 5 • - �. '. s44' fir, �Xy� Iltlr ... +..eye ,F' LA C '� n . s '-•+C ..e •-... i _ K ''ti tier" lr) W W i n J ' o z ri s 1Y Q Q w w ' '.. _ - — I- ILI v X z EXISTING - SITE TAKEN FROM RT. 244 HEADING NORTH EXISTING - NORTH ELEVATION OF SITE ARB .03 4'-6" 26'-3" ) 3'-5" / / / / / / / - -• ,•=.' 4 11 -P --11 • • r . 13 1 0 SI 0 CPI_ -6 I 1,1. A -a • -.7-2.-1 _ • r z 17) 6\ -r I . -‘----) 0 r . ._.,,f_ ni rn 1 FJ Z 6 C X) t• I i Ill > 4, (;\ 33 •4. -_- 111 r -1 A Z) 0 4 _ 6_ ( 4_ -0.0 - > -I - 0 0 • -- .4 ,...7- 0 PI fi 111 ...-- • = \M ,A• u) . , 6 . . a I- N il 4 CP 88 • I' I_ 0 \u) if . I • •- LI 1,L. — • . 25'-4" I3'-2" / / / / 7,—In 40'-0" / / / `,- — NO. DATE DRAWING RELEASE RTE 2ci PROPOSED STORE CERT. OF APPROPRIATENESS ilik il AMENDMENT PACKAGE NO. DATE REVISION H E N N I N G S E N K E S T N E R --, • ' 0 ARCHITECTS 'Ph 1108 EAST HIGH STREET,CHARLOTTESVILLE,VA 22902 JOB NUMBER 1.124 FILE NO. I.124-AR804 . PHONE(434)971-72021 FAX(434)295-24131 HENNINGSENICESTNER.COM I Cp rn rn cp 0 NO DATE DRAWING RELEASE RTE. 2�1 PROPOSED STORE CERT. OF APPROPRIATENESS IFK AMENDMENT PACKAGE NO DATE REVISION H E N N I N G S E N K E S T N E R ARCHITECTS 1108 EAST HIGH STREET,CHARLOTTESVILLE,VA 22902 JOB NUMBER 1924 FILE NO 1924-ARB05 PHONE(434)971-72021 FAX(434)295-24131 HENNINGSENKESTNER.COM 1 a o 0 W r+ d z NOTES v.) a VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE W N j V ENTRANCE CORRIDOR SHALL BE ELIMINATED � x ~ Gf�yy PER GUIDELINES,VISIBLE LIGHT TRANSMITTANCE DOES U NOT DROP BELOW 40% VISILBE LIGHT REFLECTANCE uJ ° — DOES NOT EXCEED 30% CLEAR GLASS(C 6) W U N VISIBLE LIGHT TRANSMITTANCE - /5% (I) 2 VISIBLE LIGHT REFLECTANCE - 15% U W a h N ~0 z N z z C� DARK BRONZE METAL. W w HORIZONTAL BAND AND r�l c o FLASHING CAP : a HARD IE SOFFIT r ---1I SUMMER WHEAT COLOR < WOODTONE LAP SIDING �,�O_© �= � 1 © r SUMMER WHEAT COLOR — _ 1 -_____< MASTER WALL STUCCO WALL PANEL SYSTEM PANTONE -154 7C w a <• DARK BRONZE a STOREFRONT SYSTEM o o 4 < I DARK BRONZE METAL 5 1 HORIZONTAL BAND AND FLASHING CAP A HARD IE SOFFIT ' - SUMMER WHEAT COLOR o 0 < MASTER WALL STUCCO °z °z • WALL PANEL SYSTEM TAN #616 I T r m 0 P Q v N - W z 0 z O Q W a • O G. Q O v (---- ,, i Oi�IT ( OUTS 2�f) J_ � TION ° 1/8"-i -o„ I 0• Q w O Q 1- z W W X z V v Q o ARB.06 LO' EINV Z5 > n Al to rn -I c rn Xi Fri rn IV m 3 O -a 11-1 71 0 o A o N O 11'ClAA -- (-1-0-1 1�! I �'71�) �'� rn > A d m 171 H -I P z XI Ft rn u t I i 919# NV1 < <— < - b1715AS -9NVd 7-1VM O,,',115 -1-I'dM Z4715'dH z z o 0 o d 4_ 1,,I15J.S 1NO2:1 TJ1 7O5 a - ZN0219 >IT V I m m ;� �010'� 11 OS 7I Qzl'dH o db", 9NIHGV =t z cz) QNb' QN'd9 1d1NOZIZIOH e- 1'd17H 7ZNO?J9 >I :1b'Q y <-- - < • OL-fSL 7NOJN'dd H715AG -GN'dd 1-hdM _ OOOf11.5 fl c1M ?N715b'H < .N01O', J-'v HM .N7HHf1S 1 9N I Q I5 db'1 7NOIOOOM u < dV 9NIH5'd1d I I QNV QMd9 1d1NOZ I?OH 1V17H 7ZNOe:19 >I2:1VQ I Aa � y z H Z Ny > 11 L., %BI - 37NV1731d3TJ 1H9I, 319I5IA f] _ 7111111, 51551-- 37NV1111,4315NV2LL C97J 31 I I9 TJb'31'J — I:� 7 I EE'" m Z7.111 %08 a33�X3 10N 530Q 15 p 37NV1J31d321 1H911 39115IA %0V M0139 dOTJQ 10N CHyl7 F�ye\l 5300 37NV111WSNV2LL 1-1911 31HISVn'53NI,3QIf19 Na=1 y I� Q3IVNIW H 113 39 11' 5 2100123-607 V2LL 37NN3 n � 3H1 WO?Jd 1N34 Iro3 1V7INVH731^1 11V d0,11I1I2I5VA r`i 11) r,sr' H 5310N r raZ�y N l+J n 0 3• N a o0 W N N z ; ?, NOTES: (n a w VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE N (S' ENTRANCE CORRIDOR SHALL BE ELIMINATED w I-GUIDELINES,PER VISIBLEcn i ITTANCE DOES 0 F NOT DROP %BELOIN 40 VISIBLELILIGM LIGHT uJ O _ DOES NOT EXCEED 50% N CLEAR GLASS (0.6) w U A VISIBLE LIGHT TRANSMITTANCE - '15% r CI) 2 VISIBLE LIGHT REFLECTANCE - 15% U 1E+v r—i z — x N N z DARK BRONZE METAL 33'-I0" I6-6" Z E- HORIZONTAL BAND AND / / / W w FLASHING CAP x o 0 m HARD IE SOFFIT SUMMER WHEAT COLOR • l' \\, y 1'-6"\ 1 WOODTONE LAP SIDING \ SUMMER WHEAT COLOR > ��`.�� = Q :nu mbb r MASTER WALL STUCCO p ICJ WALL PANEL SYSTEM PANTONE -154-1C in ) W DARK BRONZE o a STOREFRONT SYSTEM 1 z z I- \ \ 6- N cn DARK BRONZE METAL I _6\ \I'-6" ry Q /1 HORIZONTAL BAND AND FLASHING CAP - F w-F HARD IE SOFFIT - - a Q SUMMER WHEAT COLOR I i _ z . . . z MASTER WALL STUCCO MALL PANEL SYSTEM TAN #616 �, > \ N) 1 \, 1 1 I I \ \ o 0 co ri Q v o el - IU W 0 w z O Q lU w l� QO v RIT (MAIN ENTRANCE) ELEVATION C 0° v IL LL 1U CI O Q w Ili Pi~ 1-1-1 1 IY LiQ o ARB.08 x o0 W NcC2) z ; m NOTES: W VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE W Cl) 5 E ENTRANCE CORRIDOR SHALL BE ELIMINATED I— PER GUIDELINES,VISIBLE LIGHT TRANSMITTANCE DOES 1\1001I 0 U NOT DROP BELOW 40% VISILSE LIGHT REFLECTANCE Q _ DOES NOT EXCEED 30% z W 11 F— qr.r CLEAR GLASS(G 6,) V4 U o VISIBLE LIGHT TRANSMITTANCE — (1) 2 VISIBLE LIGHT REFLECTANCE — 18% U W v r- -.4 z CX N N Z z � F W w ; x ox cl'-4" 5'-5" (I'-6" 26'-4" / / / / / c 1 DARK BRONZE METAL . . . HORIZONTAL BAND AND FLASHING CAP i f ` 1 L. < I WOODTONE LAP SIDING �� . �J"O,s SUMMER WHEAT COLOR [19—Ie-'.�p_ o :[�nn'.0 rCm'b.e.�r I4 3 . - DARK BRONZE . STOREFRONT SYSTEM J DARK BRONZE METAL 3 0 - c HORIZONTAL BAND AND “, FLASHING CAP ° °C w [1]H F HARD IE SOFFIT o c SUMMER WHEAT COLOR 0 0 z F T < MASTER WALL STUCCO WALL PANEL SYSTEM i 1 1 1 I TAN 1*6I6 1 i 0 m V Q O Ill 0 I— I— LLJ -7 kn Q Iv tW O v CL IL ILI (N O Q m W W Ill z v < o ARB .0 9 __ 2,Cv`G6(--- Ix o 0 Li W Nad N z ; ?„ E"NOTES VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE N j 0 ENTRANCE CORRIDOR SHALL BE ELIMINATED W F— W PER NOT DROP LINES,BELOY`l VISIBLE40% VISILBE LIGHHTMITTANCE DOES U i REFLECTANCEINOS w O_ %DOES NOT EXCEED 30 CLEAR GLASS(G.6.) W U N VISIBLE LIGHT TRANSMITTANCE - /5% 2 VISIBLE LIGHT REFLECTANCE - IS% U Wen Zt ir. --....1 z � < ECM — ^ N N Z V a z W w W x - a 9'-4" 3-5' (I'-6" 26'-4" / / / / / < DARK BRONZE METAL HORIZONTAL BAND AND FLASHING GAP L-. 1 r < . WOODTONE LAP SIDING ��• . . u . -, SUMMER WHEAT COLOR �0 �©.p: o :��IM bo.l W 1 DARK BRONZE a STOREFRONT SYSTEM o z DARK BRONZE METAL 52 !HORIZONT:L BAND AND aFLASHINGAP -- < MASTERWLLSTUCCO ♦~' WALL PANEL SYSTEM Q A �"". TAN #6I6 F � SITE RETAINING WALL o 0 i z z _ a F i II. -I II. 1 I L 1 L L J L I - 0 m V 4 n V Ci ti - 'I' I I IY Z o I- Liz d w a O Q Din L , n LEFT ELEVATION E3EYONI:7 lAtALL o v < �\ I/S11=I'-OII I (Y z Q \_ 0_ EL w O 1 DiW ~ w Id VV w I o ARB. 10 a ecJ U W N M z aW W h > � w � U I z ~ N ' c V^J U N U w r---1 x z F. U v� - ►-� x Z z w Ww � x .� 0. DARK BRONZE ALUM I NUM STOREFRONT, WOODT ONE 6.25" LAP SIDING WINDOWS, 8 ROOF COP NG CAP SUMMER WHEAT COLOR o o x � O O 0 z z MASTER WALL INC. STUCCO MASTER WALL INC. STUCCO WALL PANEL SYSTEM WALL PANEL SYSTEM = W W W • QQQ• V/ W z D_ W 6 (�V O Q w z W W ✓ v Q TAN 4*616 PANTONE COLOR 7547C ARB . 11 rn r > d rn z t 0 rn k ti • rIn .. t . ,.. . - ,, ,itil . . 4 t 1 iM.41- I , , t A , ...0,.; (D -..,_.ex CD i I V ,, iL •• •. c 4 _, .. I- .... ... .. . 5„ . 0_ "3 cr., ivr-w,, ��,. ---, II-.,:;,-., ti Nil r - , ' isiA • f\ 41 _ NO DATE DRAWING RELEASE RTE. 20i PROPOSED STORE I . c, GERT. OF APPROPRIATENESS IHK AMENDMENT PACKAGE c., NO DATE REVISION H E N N I N G S E N K E S T N E R F--+ I ARCHITECTS N 1108 EAST HIGH STREET,CHARLOTTESVILLE,VA 22902 JOB NUMBER 1424 FILE NO IA24—AR812 PHONE(434)971-7202 I FAX(434)295-2413 I HENNINGSENKESTNER.COM A 1 1 F 1 1j p r • tiI , • 11 Nt A : ' _ , 1{'�w ram• . #« Z 0 71 Illimii alt Cr) Z (I\\ - • mown- l ~j N MIl11\ -0 I �� NMI MINI / -4 ► i 'NI I" moutEN, 3 0- ( 111111 CD 11 •awL.._- a is "'Z ii, \ ilit .. 1iG� Mili ini,irit, al \ I il:. N N N.,. ........ N ._ ,_ NN&N, .. N, ,,, • ..,11 1 . 'sr N ____ 7�- - jc� I )I 1 NO DATE DRAWING RELEASE t RTE. 20! PROPOSED STORE g1HKGERT. OF APPROPRIATENESS • AMENDMENT PACKAGE NO, DATE REVISION H E N N I N G S E N K E S T N E R �--, ARCHITECTS W 1108 EAST HIGH STREET,CHARLOTTESVILLE,VA 22902 JOB NUMBER 1924 FILE NO. 1924-AR813 PHONE(434)971-7202 I FAX(434)295.2413 I HENNINGSENKESTNER.COM 'iil , i ' A , ,f IJ R •f. F 0 I Z illi c I _ 11111111 ill 't. ill" ihi ii i i 4 ca , ,.. 191:1 III Val .4, v.\ ___ ii.,- _„.., vim 4 lb' 4- . IP MR . , Mc i we in 0- Ri CD 11W. \ Walliii gi Alli -"Ili Tii-44* _ / / t ITS' I , +� • ,., / / / ( / ti , , i , i f + fr I , ,• / 1 NO DATE DRAWING RELEASE RTE. 201 PROPOSED STORE IFK CERT. OF APPROPRIATENESS AMENDMENT PACKAGE NO DATE REVISION H E N N I N G S E N K E S T N E R F-, ARCHITECTS ,I • • 1108 EAST HIGH STREET,CHARLOTTESVILLE,VA 22902 JOB NUMBER 1924 FILE NO 924-a¢Bi4 PHONE(434)971.72021 FAX(434)295-2413 I HENNINGSENKESTNER.COM rn A Cl z 0 • ..Y „s 311 aptt r Awa tli l�u fl'y11111111111 4 low -A04 NO. DATE DRAWING RELEASE RTE. 20f PROPOSED STORE GERT. OF APPROPRIATENESS AMENDMENT PACKAGE NO DATE REVISION H E N N I N G S E N K E S T N E R • H-+ ARCHITECTS . 1108 EAST HIGH STREET,CHARLOTTESVILLE,VA 22902 JOB NUMBER 1934 FILE NO I !24—ARESI6 PHONE(434)971-7202 I FAX(434)295-2413 I HENNINGSENKESTNER.COM 1 A 1 , > SI \ ' l'I p \\� 11 1 1 z II V Ili p \ �� I 0 \ • - . . t4 • 4 ,, r1i: - \ ,.. .p \ yi . 4 ii tf ' 041 i\iik, •- .0 . - ,011 MI 1 .. I I # ' A /1 �/ III -,_...-:,- - ..-=:- :,‘ r-\\,, 7,ii 1 \\\si iI\ l ■ 1 \\ l ■ \ , ., 8 Olii,1 t. ' -: a- 1 jai - i t i ,f liir -, T it I ll u r 4 i S'i h 141i1K. k ,i ti ' / . 'IN1 4 ! t -i 1 Ili11 ( ' . : 4 4 44 „life . NO DATE DRAWING RELEASE RTE. 201 PROPOSED STORE ][11\c is, GERT. OF APPROPRIATENESS . AMENDMENT PACKAGE NO DATE REVISION H E N N I N G S E N K E S T N E R --+ ARCHITECTS . 1108 EAST HIGH STREET,CHARLOTTESVILLE,VA 22902 JOB NUMBER 1924 FILE NO 16124-A Ib PHONE(434)971.72021 FAX(434)295-24131 HENNINGSENKESTNER.COM o al z . ii 14: .x 1;lt:t.:::".'"*-::;;- -- .r., 4 , -}. z 4. ,(yn�• - . -�.i •, C 1 i � „�4 v _ e A • t . . L ^Z m - • S . , . i 1111. NIP,,-' • a 41111 d ilr e .. S ''.1 . :� i.. 1i AV", ,1 � NI } IPlig Ile . ` , ( *F. !Ilia' 1.11H i 1 t . . i i: V . , I 1 f 1 1 I I' .I ;r i1 ' , illit i 'NO. DATE DRAWING RELEASE RTE. 201 PROPOSED STORE 1HK GERT. OF APPROPRIATENESS • AMENDMENT PACKAGE NO DATE REVISION H E N N I N G S E N K E S T N E R F---i ARCHITECTS 1108 EAST HIGH STREET,CHARLOTTESVILLE,VA 22902 JOB NUMBER 1424 FILE NO 1924-AR13I 1 PHONE(434)971-72021 FAX(434)295-2413 I HENNINGSENKESTNER.COM A I rn ' // • 1 1 j - 't 4 a. R h • • t.r Vairsffr • • / 1 • 4 , • -AIM III / ! irn • f _ 14 i� (jJ .1111 Mill all 11111111111111111111111 -Lew if NO DATE DRAWING RELEASE jjj• RTE. 2oi PROPOSED STORE GERT. OF APPROPRIATENESS AMENDMENT PACKAGE NO DATE REVISION H E N N I N G S E N K E S T N E R • ARCHITECTS 00 1108 EAST HIGH STREET,CHARLOTTESVILLE,VA 22902 JOB NUMBER 1924 FILE NO 1424—AR1916 PHONE(434)971-72021 FAX(434)295-2413 I HENNINGSENKESTNER.COM GENERAL NOTES \ \/ owNER: 06100 00 0o u4AoT OFDALBEMARLE BANK R TRUST c%o WERT PROPERTY TAX COMPLIANCE jNINSTON-SJILEM,NC 27/OZ / O SCOTT t' NSZ APPLICANT O, STERN RETAIL DEVELOPMENT,,LLCSLEEPNUMBER — CHARLOTTESVILLE \: (AI\ 2050 CIRCLE HWY 30A NEST BLDG M-1 UNIT 23I Lie. No. 035791 Y SANTA ROSA BEACH,FL 32459 ENGINEER GOWNS ENGINEERING � OA 'O.LB ,ORAL 0 200 GARRETT ST SUITE K, FINAL ARB PLAN (ARB 202000069) �B/ORAL£P�` - CHARLOTIESILLE, VA 22902 i TELEPHONE(434)293-3779 i FAX(434)293-2813 u CONTACT: MR SCOTT COLONS P E. scottO o6No-engneerklg.cool . 70. TAX MAP NO. 06100-00-00-134A0 (DB.648/PG.508) RIO MAGISTERIAL DISTRICT a AREA 0.93 AC ZONING PLANNED DEVELOPMENT SHOPPING CENTER(PD-SC)PITH OVERLAY DISTRICTS(ENTRANCE ALBEMARLE COUNTY VIRGINIA `� _ CORRIDOR(EC),AIRPORT IMPACT AREA(AMA),AND MANAGED SLOPES) . \ q ZMA(ZMA2019-00014)APPROVED BY THE BOS ON APRIL 15,2020 ! f u SETBACKS FRONT BUILDING SETBACK. 10'MINIMUM&30'MAXIMUM SETBACK FROM ROUTE 29 SIDE BUILDING SETBACK. NONE i E LL REAR BUILDING SETBACK NONE i PARKING SETBACK' 10'PARKING SETBACK FROM ROUTE 29 N. 1 N o 0 i BUILDING HEIGHT MAXIMUM BUILDING HEIGHT' 65' JC,S 4. SEMINOLE TRAIL - ROUTE 29 ` Z o a PROPOSED BUILDING HEIGHT 2Y-4" VAR WIDTH PUBLIC RIGHT-OF-WAY / /x O o mgi NOTE. ANY STRUCTURE EXCEEDING 35'IN HEIGHT SHALL BE SET BACK FROM ANY SONO (HIGHWAY PLAT BOOK I PAGE 227) ' N iii STREET R/W.IN ADDITION TO THE MINIMUM YARD REQUIREMENT A DISTANCE OF 2'FOR NCO a 19 - EACH I'IN BUILDING HEIGHT SJJC / N a $' e - TO _,./''' PROPOSED USE PROPOSED 3000 SF COMMERCIAL RETAIL/FURNITURE BUILDING IN PHASE I. ` BRANCHLANDS BLVD r.w 8 PROPOSED SUBDIVISION: NEW PARCEL. 0.2E ACRES I ,fll la VICINITY MAP > = RESIDUE PARCEL(TMP61-134A): 0.61 ACRES •�>♦ •Pr-- - - `,n • 1 SCALE: 111 = 1 000� ° R/W DEDICATION AREA. 0.04 ACRES 1■.-__ —.- tli I T ° TYPO&SURVEY SURVEY AND BOUNDARY INFORMATION PROVIDED BY ROUDABUSH, GALE&ASSOCIATES -MEM I. �- - `-__ ' ` o ❑ ® o INC. AND FIELD SURVEY DONE IN OCTOBER.2019. DATUM SET BY SURVEYOR - - - - - �J� _ DATUM NAD 8J DATUM - ° i 1�-\ -- ` \� 8. ADJACENT PROPERTY MINERS SEE EXISTING CONDITIONS SHEET 2. I 1'1\`\_�/►'1 / ET ❑ 13 I _ TMP 61-129 \\ J N/F I.0 PENNEY 1 I, / I PROPERnts.INc Sheet List Table-SITE PLAN EXISTING VEGETATION THE SITE IS FORESTED. I \ — ZONING-PUD i L \\ F ;/ USE-SHOPPING cENTE- Sheet Number Sheet Title CRITICAL SLOPES IN ACCORDANCE WIN THE ALBEMARLE COUNTY CRITICAL SLOPES COUNTY MAPPING DB 1908 PG 726 1 COVER 'MANAGED'CRITICAL SLOPES EXIST ON THE PARCEL. THE MANAGED SLOPES ARE SHOW - - / NEW PARCEL Da 4355 PG 625 2 ON THE EASING CONDITIONS SHEETS AND GRADING AND DRAINAGE PLAN SHEET y TOTAL AREA I DEED OF(DESCRIPTION IN Si) 3 EXISTING CORD 5 PBLANEMOLITION PLAN ¢ M 1 0.28 ACRES j E WATERSHED THIS DEVELOPMENT LIES PTN/N THE MOORES CREEK WATERSHED. THE SITE IS NOT ` \\\\ 4 UTILITY LOCA7ED WITHIN A PUBLIC WATER SUPPLY RESERVOIR WATERSHED,IT IS LOCATED •T \ PLAN DONNSLOPE FROM THE SOUTH FORK RIVANNA WATER SUPPLY WATERSHED. IN \ �� -- - _ I' 1 6 GRADING PLAN w FLO00PLAIN/NPO BUFFERS THERE ARE NO 100-YEAR FLOODPLAINS OR IWO BUFFERS LOCATED ON THIS SITE PER 6 DRAINAGE PLAN I.■ FEMA MAP PANEL/51003CO2880 DATED hEBRUARY 4,2005&COUNTY CIS ^�-r� I 7 NOTES B DETAILS V ; RESPECTFULLY ALSO NOTE THE PARCEL IS OUTSIDE THE LIMITS OF THE FEDERAL& - STATE DAM BREAK INUNDATION ZONES PER COUNTY CIS DATA. /// 8 LANDSCAPING PLAN �) .- S/HE ACCESS THE SITE ACCESS FOR THE PARCEL IS PROVIDED NA ROUTE 29 SEMINOLE TRAIL. { ° 9 LIGHTING PLAN L �_ a TMP 61-134 I 1 9 TOTAL NUMBER OF SHEETS r M A PARKING AND ACCESS EASEMENT MILL BE RECORDED ACROSS THE RESIDUE PARCEL N/F CAVALIER COUNTRv BANK -_ ' ° M W�/ IMP61-134A FOR THE BENEFIT Or THE NEW PARCEL CREATED WITH A SUBDIVISION PLAT ZONING-COMMERCIAL OFFICE I..L USE 7 PG 4 v Q\ RETAINING WALLS RETAIN/NCI WALLS ARE PROPOSED PATH THIS SITE PLAN, SEE GRADING SHEET 5. DB 527 PG 43 N Q DB 327 PG 228(PLAT) RETAINING WALLS SHALL NOT EXCEED 6 FEET IN HEIGHT OB♦ PG 456(PUT) I o a m NOTE. RETAINING WALLS ABOVE 3 FT NULL REQUIRE A BUILDING PERMIT AND RETAINING 1 <!' —I WALLS ABOVE 4 FT PILL REQUIRE STAMPED ENGINEERING PLANS TMP 81-134A o< Q\ N/F ALBEMARLE BANK i LEGEND W N z LIGHTING THE PROPOSED LIGHTING PLAN HAS BEEN INCLUDED, SEE SHEET 9. EACH OUTDOOR \ AND TRUST COMPANY =�- O H4 7171 LUMINAIRE EQUIPPED M17H A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL 0908 ACRES o N BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT ZONING - PEST DI LIGHT AWAY FROM ADJOINING PROPERTIES AND AWAY FROM ADJACENT ROADS. THE __.- < fV SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND ADJACENT ____ °' ROADS ¢ w = PROPERTIES SHALL NOT EXCEED ONE-HALF FOOTCANDLE. RESIDUE PARCEL = TMP 61-134A L — — 1 EXISTING CULVERT 7 > J . LANDSCAPING A LANDSCAPING PLAN HAS BEEN INCLUDED IN ACCORDANCE WITH ALBEMARLE COUNTY _ TOTAL AREA: F I CULVERT Z w ORDINANCE SECTION 32.79,SEE SHEET B.STREET TREES HAVE BEEN PROVIDED PATHrj-Th .-) ~� THE LANDSCAPING DENGN ALONG THE FRONTAGE OF THE PROPERTY EVERY 40'O.C. - - _ - 0.61 ACRES 0 DROP INLET&STRUCTURE Na .-.l — - - CURB o TRASH COLLECTION: AN ENCLOSED DUMPSTER SCREENED WITH LANDSCAPING IS PROVIDED ON THE PLANS '- 0 ` .n CURB&GUTTER V W w DUMPSTER ENCLOSURE MATERIAL SHALL BE A MVOO£N TRASH ENCLOSURE LOCATED L BEHIND THE BUILDING SEE SHEET 6 FOR DETAILS - PROPOSED PAVEMENT UTILITIES. PUBLIC WATER AND SANITARY SEWER UTILITIES WILL BE EXTENDED TO THE PROPERTY EC-3A DITCH Q ; s FOR CONNECTIONS TO THE PUBLIC UTILITIES. 7 a Q o 131 DEPTH OF EC-3A DITCH Z STORMWATER MANAGEMENT FACILITY' STORMWATER MANAGEMENT PALL BE ACHIEVED FOR THE SITE LATH AN TMP 61-129 ¢ U a UNDERGROUND DETENTION FACILITY AND A DETENTION BASIN FOR WATER QUANTITY N/F J C PENNEY `�j EC-2 OTC( x PROPERTIES INC DEPTH OF EC-2 DITCH W U Q CONTROL AND PURCHASE OF NUTRIENT CREDITS FOR THE WATER QUALITY ZONING-PUD2 USE-SHOPPING CENTER o E ESTIMATED EMPLOYEES IT IS ANTICIPATED THAT APPROXIMATELY 2 EMPLOYEES PALL BE NEEDED AT THE DB 1808 PC 726 �L DB 4355 PG 625 .. EARTIN OVTCI1 ° LARGEST SHIFT —...+. -- _ (DESCRIPTION IN W T -----....--_ DEED OF TRUST) �. DRIVEWAY CULVERT [� ' E PARKING LOT AVELWAYS CURB&GUTTER BENCH MARK1111 to �/ UTILITIES(WATER AND SEWER)' COUNTY PUBLIC WATER AND SANITARY SEWER �. LL EP C -'-'2D ' CLEARING LIMITS F-' ly w w - LOOT STANDARD STOP SYGYN It w AGRICULTURAL/FORESTAL DISTRICT NONE \ / V C � ----m---- EXISTING CONTOUR F- G IMPERIOUS AREAS: BUILDING-PHASE I=3.000 SF, j \NI . .7 PROPOSED CONTOUR �"' _ PAVEMENT-5,100 SF ® t" SIDEWALK-800 SF ` 240.53 PROPOSED SPOT ELEVATION J LU ` OPEN SPACE. NONE NOTES SHEET LAYOUT "B DENOTES'OP O`BOX ACK OF CURB J UNDEVELOPED AREA. 20,800 SF-FUTURE PHASE 9 DEVELOPMENT AREA CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND LU UTUTIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING SCALE: 1" = 3 O' O J _ WORK.CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION S DIFFERENT O //� PARKING REQUIRED: FROM THAT SHOWN ON THE PLANS.IF THERE APPEARS TO BE A CONFLICT.AND cm (.1) ` I SPACE/4000 FOR RETAIL SALES AREA= 1 SP/400sf x 3.00091=8 SPACES UPON DISCOVER(OF ANY UTILITY NOT SHOWN ON THE PLANS. APPROVALS DATE A..I LOADING SPACE/8,000 SF= I LOAD SPACE REQUIRED THE CONTRACTOR MUST LOCATE ALL SURFACE AND SUB-SURFACE UTILITIES PRIOR DEPARTMENT OF COMMUNITY DEVELOPMENT TO ANY WORK ONSITE. TRAFFIC GENERATION CALCULATIONS TRIP GENERATION BASED ON ITE TMP GENERATION MANUAL 10TH EDITION PROIDED: ANY SIDEWALK AND/OR CURB DAMAGE IDENTIFIED IN THE SITE VICINITY DUE TO PROPOSED 3.000 SF RETAIL STORE(FURNTURE STORE)(CODE 890) PLANNER/ZONING G 6 PROJECT CONSTRUCTION ACTIVITIES AS DETERMINED BY THE VDOT INSPECTOR ADT 19 VPD(10 ENTETL9 EXIT) ti 10 PARKING SPACES(THIS INCLUDES 1 HANDICAP SPACE)&(I)LOADING SPACE SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. SIDEWALK WILL BE AM PEAK 1 VEHICLES PER HOUR ENGINEER REPLACED AT THE DIRECTION OF THE VDOT INSPECTOR. ANY EXISTING SIDEWALK PM PEAK 2 VEHICLES PER HOUR o. BURIAL SITE' NO CEMETERIES MERE FOUND DURING FIELD INVESTIGATION OF THE SITE THAT IS CURRENTLY DAMAGED AND IN NEED OF REPAIR OR NOT IN COMPLIANCE INSPECTIONS WRH OH CURRENT STANDARDS SHOULD BE REPLACED AS PART OF S PROJECT AS JOB NO.� WELL. IN ADDITION,ANY COSTING CG-I2S ALONG THE PERIMETER OF THE SITE ENTRANCE CORRIDOR NOTES AND REOUREMENES 192036 - IMPERIOUS AREAS 8,900 SF(0.20 AC) TOTAL SHOULD BE UPGRADED TO MEET CURRENT STANDARD IF NEEDED. 1.VISIBUTY OF ALL MECHANCAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ARB ALL SIGNING AND PAVEMENT MARKINGS SHALL BE CONSISTENT WITH THE MUTCD. EUMWITE0. SCALE PAVED PARKING AND CIRCULATION AREA. 5,100 SF 2 ALL SIGNS FOR THE STE SHALL BE RENEWED AND APPROVED BY ARB UNDER A DEPARTMENT OF FIRE RESCUE ALL WATER LINES SEWER LINES,AND FIRE LINES FROM THE MINT TO THE SEPARATE SIGN APPUCATION ALBEMARLE COUNTY SERVICE AUTHORITY AS SHOWN o STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING BULLING NOTES FIRE FLOW AN EXISTING FIRE HYDRANT IS LOCATED ON THE ADJACENT PROPERTY,AS SHOWN AND DEPARTMENT 1.PROPOSED BUILDING HEGHT(PHASE II MNMUM HT.20 VIRGINIA DEPARMENT OF TRANSPORTATION SHEET No. LABELED ON SHEET 4. THIS FIRE HYDRANT WILL PROVIDE FIRE PROTECTION FOR THE 2 PHASE(BUILDING FOUNDATION TO BE CONSTRUCTED TO SUPPORT MULTIPLE STORIES 6.PROPOSED BUILDING. HEALTH DEPARTMENT 1 $ 10- 7,7—ZZ / / \ \ / 7 / / \ I / / 1 / / 1 1 / / / / \ \ / fA R • NBx / / // S I \ / SE�Is?IINOLE TRAIL — ROUTE 29 \ / u�. No. os6v91a / STRM MH / / I JG 9 \ I / / VAR WIDTH PUBLIC RIGHT-OF-WAY I I I / •1 9/2 00 / TOP=464 63 c / / V�- I \ / / I / �s I I (HIGHWAY PLAT/BOOK I PAGE 227) I INV IN (24")=458 43 STRM MHI / INV IN 18 458 33 ( / STRM 85 ( 13 34 Li 18,RCP 0 $ (471 O� I \ I / ( ( I / r0NAL y ( 7= TOP=46685 ti Th / TOP=47 76 / INV OUT=458 23 /INV IN 18"x2=460 75 I 8 77a1 r\Pp ss I PORTION OF EXISTING / EX 1 (S M DI) O INV IN= 0 21 / / z ( )= '� STRM MH \ SIDEWALK TO SE ` \ TOP=471 6,9 \ /= J INV OUT#470 26 I / / / INV IN (24')=460 70 / / j° I TOP=464 64 REMOVED �_§&0'+/- I ' INV IN=466 34 \ _/ m / 1/ / v / / NV OUT=460 65 STRM DI(( \` l INV IN=464 09 INV OUT=466 09� \ / 3 / I < TOP=46642 \ INV�OUT=46409 gRANCHLA �S BLVD N. w CW---I 14� \` / il 13 6�; - ...1., INV OUT=461'92 v 57 00 _ N. BENCHMARK E��� \ II \ W \ BENC MH;1¢ .24"RCP 0 2 39% \. ,?, _ �' - STRM M TOP-.re • ` sl�lp)rm� ¢4 3 _ �y - `�2--sr IF O \�' /� f -sr�s sr— rlalliMillgIIMMINISMM �_®,I_rr+�! 4 RCP Ci1•— .1 w— ,45' \� ' YYYJJJ"` 24" r ? t 1 19. 4"RCP 2 47R `� —sr—si—,BT sr �otectwomemgr') - -ir •II _ - - r. %y ❑ Sr DI / y - - - - • o / / ® 1 / �' `� r `..\ TgpM 4 8 75 o i N 3 i r ,w • W a. _ �- 7 17 L F 24' RCP v, -- -- -- o t. ---- 0 _ • _ .� o I //; �A�f'J - / ) -,.%�,- ^t^ pl1(T t I \ A \C�� O 2 587G IN IN=472 2I w WW i I Lr _ 0 i I �, oasu►�5m/@N p \\ \\ � \ ❑ 1 OUT=47210 Z 2 11 _ STRM DI i -- EXISTING WATERLINE /' ,p1� • ' TW-74 5 _ BE REMOVEb � ♦ `,, , I`1 T �6 -)29 / 11 O o t� f -TOP--466 _ STRM GRATA EP-70• '�, , _. i.BENCHFnARK 1 // 1Q/F J C PENNEY / / s`rOP=46Fr86 UNIlTY POlE=48s25' 1�y, PROPERTIES,�ING (n__.4+r 17 ' INV OUT=460 38 - / INV 667=463 59 _ '4rj _t -- — -,. — ';.1, 1' 'B/ / / J • 7 - \ / ZONINGS PUD / ; k3 W EXISTING FIRE HYDRANT BENCHMARK / b• _--_- / / I USE/ SHOPPING CENTE//- / / l •VALVE TOP=46720 / _-- - __/ % c 18,58 LF f EP-�712 BLOCK _ / ! O` DB 1908 PG 726 / / W ' - -_--A ,&CPO 15 29%VE / y / WALL - - /i -STRM MH TOP=479 51 BENCHMARK� DB 4355-P6-/ / _--- // / / EXISTING CURB AND r / / / \' "� DEED OF TRUST) / / / / GUTTER TO BE REMOVED/ 7 7 - _ 3 rn v / / / // / / / f /l EXISTING BLOCK WALE/ / ,Y Inc EX,P/L T _ / / ,// / // / // EP-7 t 7 ( TORE REMOVED- `I" _- \ �,' Wiz_- - / _ / / / / .. h _�— — -� - EXISTING �' -- - / // / / ' NV- ,_ -TAEELI l - - / / _ // j. _- --- - ' __ K __, _ - " / / 7 /yam/ // // /// EP-721 .o _ - _-�aeE --- — -4 io '— / /� /�\ Jr_ v / / TMP 61 134 _ _ _ ____ t - / / z , - SYMBOL LEGEND // // // N/F CAVALIER COUNTRY BANK ' z MANAGED SLOPES — _ — I (' ------ /// \ I SIGN ROLE / // ZONING - COMMERCIAL OFFICE TO REMAIN /� P. EXISTING WOODED-- __---.7---.. _ ��N. - - -- / // /l\ \ I/ T d. IRS IRON ROB SET/ / EXISTING BLOCK WALL / / r / / ¢ yY / / USE - BANK .. —AREA--COMBINATION OF / \ • \ / / ,_/\ \ )I '" - T POLE ,/ / DB 527 PG 43 a- - - ... - -- ---•r9-- — -_f_ EVERGREEN&DECIDUOUS-- /� _ -_p",+--- �/ //- ` \ �� I I at co //STORM GUY MII4 - // DB 327 PG 228 (PLAT) • - 7REE5-ACROSS THEYROPERTY ! q / // I I I w� rn § :� ELECTRIC VAULT // DB 468 PG 456 (PLAT) r' — .-- ..-- - '/ �i .A 490---- -. -kI ///// //-\ I I ( I \I N Q E �� R2a REINFORCED�OIIRiETE PIPE / EXISTINGry WAS CURB A GUTTER TREELINE > \J` ` - Q / / \ \ m Z FEN CE — TMP-6'r=13 A— — / /� _ _ a /// / \ �\ \\ \\ J g I - i OVERHEAD ELECTRIC UTILITY/ // N/F-ALSEMARLE -BANK / \ -- - / / _/-\ -- wArERUNE _ // I D�0 908 RUST COMPANY `�� - `,` -__2/ / /// / _/\- -- h\\\-_ 0 IZ-I Z 1_ / --ZANtNG-=PDSC e //// // ___ N LL O / --a;iE NOTES: // _ — — o • ��� / > LU J = 1 THIS PUT HAS BEEN PREPARED WITH THE BENEFIT OF A TITLE REPORT BY Z -1 0 _-- STEWART TITLE GUARANTY COMPANY, COMMITMENT NUMBER 19000090147, // MANAGEDSEOPES --J / / / / - / ` _ __= EFFECTIVE DATE AUGUST 19, 2019 8 00 AM l - ` �I :::- - -__- 2 ALL DEED AND PUT REFERENCES SHOWN ARE RECORDED IN THE ALBEMARLE•- COUNTY COURTHOUSE _ _ - �, �- _ \\/ c---- 3 FOR ALL PARCELS SHOWN HEREON, THIS PUT HAS BEEN PREPARED FROM AN .. c cn -_= ACTUAL FELD SURVEY DONE AS FOR ALL PARCELS SHOWN HEREON, THIS PUT -=z= "' "a^""'°-'++•'.+oi �I , \ \ ----j-� ' n W LLI 2 --- HAS BEEN PREPARED FROM AN ACTUAL FIELD SURVEY DONE AS PER THE DATE _- -- -- _ \ ^1• OF THIS PUT USING MONUMENTS FOUND TO EXIST AT THE TIME OF THIS SURVEY, ' J f' .g' r 3 �' IRON R \I ��` \ ,,It I //' // O V7 Z - - T- THERE ARE NO VISIBLE EASEMENTS OR ENCROACHMENTS EXCEPT AS SHOWN, ,/ r-- ,r,J Q6s' _ -- _-. HpA - .. ` a4_ Z// a OTHE C OBER 177, 2019 RGA SHOWN IS BASED ON A FIELD SURVEY COMPLETED BY I I /, J// / / `• dr _ ,«; \ ,` _\ {' \.\ ! Z 1 --I O/ 5 THE AREA SHOWN HEREON APPEARS TO BE LOCATED WITHIN FLOOD ZONE X I i \ - x cc - - / i (UNSHADED), WHICH IS AN AREA OF MINIMAL FLOOD HAZARD AS SHOWN ON FEMA / // J 1 \ I I\ �`-'\ \ \ \\ \ \ \ - \ \\\ \ �' / W U Q o NAP COMMUNITY MAP PANEL NO 51003CO278D, EFFECTVE FEBRUARY 4, 2005 /J / / JI \ \ `� '/ THIS DETERMINATION HAS BEEN MADE BY GRAPHIC METHODS ONLY AN ELEVATION / / / I \ ',\ \ \ n \\ - - ' �\Ix / ,11i O/ STUDY HAS NOT BEEN PERFORMED AS A PORTION OF THIS PROJECT / /� I \ \ I `/ / 6 SUBJECT PROPERTY IS ZONED PD-SC (PUNNED DEVELOPMENT SHOPPING /, ( / / / I I ( \ \ \\' / ^ \S 6 SQg\ N \ \ j I- \ . \ /- UJ U U E CENTER) PER ALBEMARLE COUNTY GIS, SUBJECT PROPERTY LIES WITHIN THEIII( // FOLLOWING OVERLAY DISTRICTS AIRPORT IMPACT, ENTRANCE CORRIDOR,AND / I I I // (I ( I \\\ IMP 6•1-129 43g2 '� ,�` \ 5g0 �`•� / / N ce Z z MANAGED STEEP SLOPES ( ' ( I \N/F J 6� PENNEY 4' 0 l / ( 7 THE PARCEL SHOWN WILL BE SERVICED BY PUBLIC WATER AND SEWER ` \ I \ PROPERTILS INC 1Y ' \ \ -\ \ \ / / l W W ~ 4 / 8 THERE ARE NO KNOWN IDENTIFICATIONS OF CRAVES, OBJECTS. OR STRUCTURES \ \ \ N \ I \ ZONING D-- _ .- \ 1 �` , \ \ o \ / / /// W m / MARKING A PLACE OF HUMAN BURIAL ON THE SUBJECT PROPERTY \ \ \ \ I \ '9j / // d / / 9 THE MINIMUM BUILDING SETBACKS ARE PER ALBEMARLE COUNTY CODE \ \ \ \ \ I U - SSHRPPING CENTER --J •84, \ _ / ~ `F x ` 10 THE SUBJECT PARCEL HAS LEGAL ACCESS TO U S ROUTE 29 (SEMINOLE TRAIL) \ \ \ ) I D 1908 P\G 726 `,, \, \ , -- //j// rn W _ // / 11 PUT OF RECORD FOR SUBJECT PARCEL SHOWS THE NORTHWEST AND SOUTHEAST \ \ I \ DB 55 PG\625 \-' \ \ �, __' / D / SIDE LINES BEING 214 5'AND 307 5' RESPECTIVELY FIELD FOUND EVIDENCE OF \ ) / 1 r / //// Z i / \ (DESCRIPTION 1N r / W / ADJOINING PARCELS APPEAR TO REFLECT A 5' RIGHT-OF-WAY TAKE ALONG I I I / DEED Ok TRUSTY.' - /// > INTHE SEMINOLE TRAIL - U S ROUTE 29 BUT A RIGHT-OF-WAY TAKE WAS NOT FOUND I I / \ \ ) \ / IN THE TITLE REPORT OR IN A SEARCH OF COUNTY RECORDS FOR THE PURPOSE I //// C�. >< / OF THIS SURVEY, PARCEL AREAS AND LEGAL DESCRIPTION INCLUDES THE 5' STRIP I I I I \ \ \ /` \ S ' // J ' LU € i AS A PORTION OF THE SUBJECT PROPERTY 1 \ \ I I \ /I /j/ (J' / LEGEND: METES AND BOUNDS DESCRIPTION: \ \\ \\ (-, \ \ /' �� \ METl0.ARROW MF j \ __ /%j i' (n IF IRON PIN FOUND IRON j�/// O = MF MONUMENT FOUND BEGINNING AT A POINT (MARKED P O B), SAID POINT BEING SITUATED IN THE \ \ \ \ / WITH FENCE T., / / CP CONCRETE PAD EASTERN RIGHT-OF-WAY OF U S ROUTE 29, SEMINOLE TRAIL. THENCE,ALONG THE \ v \ L \ \ \ // /�L, p I \ / /// CW CONCRETE WALK EASTERN RIGHT-OF-WAY OF SEMINOLE TRAIL N 35'00'00" E FOR A DISTANCE OF \ \ \ \ \ / �"}y � \ /:ij�/, / DI STORM SEWER DROP INLET 12556 FEET TO POINT THENCE LEAVING SAID SEMINOLE TRAILS 55'11'5T E FOR \ _ i \\ CO S // G - GUY GUY WIRE AND ANCHOR A DISTANCE OF 307 50 FEET, PASSING AN IRON PIN FOUND (IF)AT 5 45 FEET,A \ \ \ \ \ \ \ ----_-- STRM DI �`�` jr \ j __ _ ___ E LP LAMP POST CORNER OF TMP 61-129, N/F J C PENNEY PROPERTIES, INC AND CONTINUING /\ \ \ \ \ ' \ TOP=505 57 v / \ \ - c L, MH MANHOLE WITH SAID J C PENNEY PROPERTIES, INC TO A METAL ARROW FOUND ON \ \ \ 1 \ INV=500 98 \ \ / / ` OH OVERHEAD UTILITIES MONUMENT (MF) THENCE CONTINUING WITH SAID J C PENNEY PROPERTIES, INC S \ i \ / /'/ IIIxeNO- SL SIGNAL POLE& BASE 6438'24"W FORA DISTANCE OF 19784 FEET TO AN IRON PIN FOUND (IF) SAID \ \ \ \ \ \ HORIZONTAL GRAPHIC SCALE / \ �' !/ /% 192036 J SN SIGN IRON PIN BEING A COMMON CORNER OF SAID J C PENNEY PROPERTIES, INC AND \ \ \ \ 25 4 15" RCP 15" RCP //i E SS SANITARY SEWER \ \ \ \ i / ST STORMWATER WITH TMP 67-134, N/F CAVALIER COUNTRY BANK THENCE LEAVING SAID J C \ \ \ \ \' ® - z j •-. / / stME PENNEY PROPERTIES, INC AND CONTINUING WITH SAID CAVALIER COUNTRY BANK N \ \ W u UP UTILITY POLE \ P // / 1'�20' E VLT UTILITY VAULT 42'48'10"W FORA DISTANCE OF 21450 FEET, PASSING A COMMON CORNER WITH \ \ \ \ \ \ \ WL MARK WATERLINE SAID CAVALIER COUNTRY BANK AT 209 56', AND LEAVING SAID CAVALIER COUNTRY \ \ \ \ \ (R1 FEET) STRM `H ( ' / - € YH YARD HYDRANT BANK TO THE POINT AND PLACE OF BEGINNING, HAVING A TOTAL AREA OF 0908 \ 1 111�0-e 20 R- TOP=504 STRM 01 I SHEET NO. R U ACRES OR 39,547 SQUARE FEET, MORE OR LESS \ \ \ \ \ \ - NV IN=491Y1• OP=50�!60 / 1 / 2 , - , - \ \ \ NN w -. I10V=590.90J I I -AV ; It1 ,2?, - 7„m DISTANCE TO INTERSECTON•god PROPOSED 3'CIEARZONE /�� T Off' NOTE MECHANICAL EOUNAIFJVT SHALL BELOGTED ON THE AREA BETWEEN R/W 8 / Gr,1j ROOFTOP OF THE PROPOSED BUILDING.175/BYIIT'OFALL MECHANICAL EOUIPMEMSHALL BEIIMINATEDMOM THE SHARED USE PATHWAY �' 9 MOTE'A KMOX BOX IS REQUIRED ON THE BUILDING. THE ENTRANCE CORRIDOR WITH Off USE pc PARAPET WKLS. \ 3COTT R • NM LOCATION OF THE KNOX BOX SHALL BE COORDINATED WITH SEEARCHITECTURK PLANS. U.S ROUTE 29(NORTHBOUND) PROPOSED VAR.WIDTH d THE FIRE MARSHALS OFFICE PRIOR TO TIE INSTALLATKW SEMINOLEDTTRAIL R/W DEDICATION `/ Lc. No. 036791:2, OF THE BOX ON THE BUILDING. PROPOSED PRIVATE DRAINAGE, VARIABLE WIDTH PUBLIC R/W TOTAL AREA:0.04 ACRES �/ LANDSCAPING,ANO 9/29/20 ti d MAINTENANCE EASEMENT PROPOSED B'GRASS '�g �� I DB-.14: PLANTING/UTILITY STRIP / 20NAI. STOP SIGN y d PROPOSED PROPOSED 14'SHARED 5 I SEE SHEET 4 FOR FULL DEPICTION USE ASPHALT PATHWAY s OF SIGHT DISTANCE ALIGNMENT CG 12(TYP.) SEE DE AI MRL/OVERLAY m d 950'3 TO SEE DETAIL,SHEET 7 PROPOSED VDOT !_ - BRANCHUINDS BLVD W _ w i W _- - - - _ _ / _"w !N— _- 1N___._.. _ PROPOSED CG-6 - a CONNECTION TO _ 71 12(TYP ii. _ Z ®a—a—a—a—v— - S2GHr DISTANCE.53D' ....�_ _ -�� ��.�.--- _ 'iwiiiiiiiikiN... ,� a ❑ I.v PROPOSE.11'WIDE PAVED opo R M O I w 0'F/C-F/C AT - - - - - n t-------4- — ` o1J w O w w "- ' �� - �'DW M10PosED �, CONC.SI,+ �� ® _ o o s 5 d , 11 PROPOSED CO IF CG-12(TYPJ MULTI•U :PATH BU MIN PARKINGSETBACK& J I nis+c vc»c.61..a..Z+cs."c O z 2 CONNECTION TO PROPOSED VAR- BUILDING m�.m w rze 4. d EXISTING CG-6 ) 'a d \\ PROPOSED EASEMENT ..m w ~ o �w u s \ vp ............ "/ PROPERTY LINE Y/ - / ' `` k o 1 Al. _I •! PROPOSED 30'MAX BUILDING SETBACK /01 i H 5 \\� ~ 4 0--1. -ccs(TYP) NEW PARCEL _ - S 1 BBONYAEO BUILDING TOTAL AREA. rg "" ... y I IB' -'.) ENVELOP-PHATEI 0.28 ACRES PROPOSED 6' 0.10 ACRES F. 6 SEE SHEET4 FOR FULL ' _'04PROVH6115 1ti SIDEWALK PROPOSED PROPOSED CONC DEPICTION OF PAVEMENT ', PARKING LOT - PR'POSED ADA COMPLIANT ��j PROPOSED `CG•12(TYP.) SLAB,SEE DETAI4Io d REPAIR,MILL&OVERLAY AREAS \ PARKING SPACE 5IMI �CO-12 7YP. / SHEET 6 1 b T[ HC VAN ACCESSIBLE •,* .\\ ,71- 24'F/C-F/C \ P•1 POSED ASPHALT 1 PARKING LOT, PROPOSED • 12'425` PROPOS D P R n 2 EXISTING BANK ) SE DETAIL SHEET 7 _ CG-12(TYP) LOADING SPACE •I,- BUILDING AND 1 ,✓ g n o DRIVE-THRU 1 PROPOSED I I \ CG•2(TYP.) _ E THE PROPOSED END OF THE EXISTING RRR�RREEEEE7777II������[[[[[[LNG Q,• • 1 o - WALL SHALL HAVE A CLEAN FINIS I I • 1•P - ',_---_'-- o MATFBIM S MATCHING THE EXISTI I 9, 1 O PROPOSED I n TIEIN NEW CG•2 (TYP) F PROPERTY LINE Z ; TAW 61-134 CURB INTO EXISTING CURB 1 j PROPOSED WOOD•.• / - zvCAVILER COWRY WA( . __ - _ _ _ DUMPSTER ENCL.'. . `� oe...,u.IRun V 'ABLE WIDTH TEMPORARY jr SEE DETAIL SHE ', 7 • SING AND CONSTRUCTION Z •EMENT,DB._PG._ PROPOSED 2' ] .•' GRASS OVERHANG /4 �../ PROPOSED VAR/SS FOR PARKING PROPOSED RETAINING WALL OM1 Ce PARKING SEE SHEETS 5 6 7 FOR DETAILS /� N •-ENT MANUFACTURER:EAGLE BAY,DIAMOND PRO • a , r oo Q e :. SEGMENTED RETAINING WALL o LL COLOR.JAMES RIVER • y d• -J S • \ • ,..• EXISTING• OFFSITE Giy O.0.1 ,1 1 N Q • CHAINLINK FENCE d W L • TMP 61-134A TO REMAIN d crs 1-•4 • TOTAL AREA. III NLJ- _ 0.61 ACRES W N LLJ IMP 61-134A• p Q J -m/s AAAANANA BMW MO MIST COIPAW 1 { W LW Q _ - .,� • r-PHASE II AREAI •a� 3 - - - - - - - — — _. _— _ — — — — — ,' ' SLOPE ( ) ED a W EXISTING MANAG S TYP. O t c a Z G J r :_ = xsr.. I _•.`. _= EXISTING OFFSITE (n CHAINLINK FENCE �\ '� Ce ' } TO REMAIN • \ V Q ` I 4 Z a CO DAP 61-129 E"' ` AA+c rD.cv rAvnln we cn `I'F D a� J z r\ ,, -,..... J Lr w w ; v. / //,‘,/ N UM' ^ 2 �NikNNi / n G E \ / \ LOB HORIZONTAL GRAPHIC SCALE � 4 192036 s 1 0 10 11 II : Sg1lF 0 NI IIMM ME MO = 2' 20' i CC 4. (DI Pao) / ` _ 3 la 1 Inch-W ft. \\I SHEET NO. Is3 Ia. .,-7 --7:- / / 1 I / \g \ / // s / // // \ \ I OFIP' / / 6s ROUTE 29(NORTHBOUND) / I \ I / 1 I r000111 / / / / SEMINOLE TRAIL I I V / // I I ^/ / a / / VARIABLE WIDTH PUBLIC R/W/ 1 \ I / / l 1 / _ R • x / / I / PROPOSED WATER / ) 1 \ 1 `\ I 1 I.IC. No. 035791 a / / / LITERAL CONNECTION TO/ \ \ \ / - --__-_ a / EXISTING WATER/TAPl ` )\ \\ \\\ \ \ /2 /) lb 9/29/20 ` _--- -4.:-.., `- PROPOSED IT ♦ \ i/ •J u _ - _ =� WATER METER _.- 1 olEAl. - a ` I.. —.-- _.-� - - ___ GILT DISfA CE - _ - _ \ g EXIST■Ic wT:a — — Jk ` : • :. ��a, ,is'��� �,tl ■�/'/d' � 41, i 11111M Cam) - - Z.� l j/ �; _--. wI $ LL b - r --• - \ //\/ o o - - - — _ �A..�r. __ - - • `- fir �� ,� 3?r'�"'���Ci -Tri1- ---- -- �1' . ;f` \'` - - EnSTWGwooEuWNroeE / '. W --- Fe.� - u ■ /ire \ ` _ ssI w �.�(,�, J �- 'L REMOVED AND REPLACED WITH A �'I / \ ._ \ �• . EXISTING FIRE HYDRANT WW2'TYPE II COPPER SERVICE ^� 1 t\ - 2O i E/1 --- ,�F .. TO REMAIN .' RIMEM / ' ❑ h e \ / {� \ �,... - a UNE LITERAL .A."1v -/ _ \\- il t 1 PT '-. b / ".. _ 1D'PAWATE WATERLINE \./: .•. •. • ' ' _ t\i`1`It'` ,- /�b \ _. ,,,, ..........^-- — — --- -- — — — — -- -- — -- LITERAL —F-•l \ ' _U rf11.l / �/� _ \ I L t L\\\t N/F'� ' uQ S .. 44* .-a-L.. \ \ © _._ 1 /\ \ •1f R ie.4.� _ �/ ''—-- lI 111t1\\I 0o 3 ■ b\ o I • \ — _/ SDR2BPvq •,/ /� •\ - �11�`! iii ! -- - /- ti NI b PROPOSED SANITARY SEWER /� /'/— --C// —. CT � bit, I��� I(SDR•II.y _.?Pppyp$(➢vUlrJG I \ t\1,1 / /I ,, PROPOSED 20 PUBLIC / - , 1 --- THEO // UnUtt EASEMENTPROPERTY / TMP uv •• J/ /// ,HE PAENT SHALL ^ I L LOCATION OF EXISTING UTILITIES ACROSS THE UNE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN BE REINSTALLEOAND THE EDGES SMALL BE MILLED•// I 1 '" *1 �\ // .I _--- ONTHEPLANSANDWHERESHOWNAREONLYAPPROXIMATELYCORRECT THE CONTRACTOR SHALL,ON HS OWN OVERLAID EREnIEY MEET EXISTING PAVEMENT 3-2I 1 l EAx"1O1T'M I I P �/ 1 , _ IMITATIVE,LOCATE ALL UNDERGROUND ONES AND STRUCTURES,AS NECESSARY / ` a 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND /' // / // - --- PrI11111' / ! 1� z 14 475' SEWER CONSTRUCTION SPEORCATIONS,AS ADOPTED BY THE ACSA i / / y - F —C / / I o 0 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY // /' - / / a 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MSS UTILITY(a-Boo-55a-Tool). / / /'// / . /s'-' -- ' / / I -4 R o r' & ALL WATER AND SEWER APES SHALL HAVE AMMMUM OF THREE&ONE-HALF(3.5)FEET OF COVER MEASURED /' I 1 4B,_T— - / - - o - FROMTHETOPOFRPE,OVER THE CENTERLINE OF RIPE THIS INCLUDES ALL RRE HYDRANT LINES,SEANCE - / - / O I o LATERALS AND WATERLINES,ETC GRAPHIC SCALE /',/ I } J•� - - //, _-_ R 7 ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES ��■- ®�����IIIIIIIIIIII������ \\/ // h �I o E & VALVES ON DEADEND ONES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A m / o ID m a _ Noma _-,,., ���\ /- FUTURE EXTENSION OF THE UNE i- M 9I / ,� 1- _ •�!\\�-- / 9 TREES ARE NOT PERMTTEDIN THE ACSA EASEMENT to. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO•LEAD REGULATION REGARDING BRASS (D(.P'S@T) - -__ n RTTINGS EFFECTIVE JANUARY 4,aoa4(SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACTT __Itch- 20 TL - . \ I 1T. : � - Q GENERAL PRORLE NOTES: CLASS 1 BACKFlLL MATERIAL SHALL BE CRUSHER RUN AGGREGATE �, \ I 1 I. ALL FILL TO BE PLACED AT 55%COMPACTION. SIZE NO 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21 A OR 21 B, e/ — — — — _ I K 9 ------ m s MMMUM;S OF COVER MUST BE MAINTAINED OVER WA_ Ao- � .' I f or MWMUM OFt OF VERTICAL SEPARATION FROM STORM REOUIREE NTS OR CRUSHER CLASS CONFORMING TO 5 A DZE _ C�// 3. SEWER&MIL AND us.OF SEPARATION BETWEEN WA.& PERUVDOT ROAD FOR BRIDGE SUE AGGREGATE ECE 25 AND 26. �! " - _ / ,\ \ \ ' __- - O\ L.L e SANITARY SEWER MUST BE PROVIDED. PER VDOT AND BRIDGE SPECIFlCATIONS, SECTION 302.03C. / a ,:, __ _ / W z 480 M� C12 '/ TAM 61 134A \ ' I C- / C ~ITVn 480 /' .n NBEIr wE Wm NO PA j n`A"T. \ I i rn 11,1 N �pqqm / / a_._a t1FFRM / \ • 1 ` W N ILL MH 1 ■■—■ n— �■— EN+NI p7 / 6: -�`, - - _ / %� ��> / // ; w ` STA.0+78.96 In= In7 ~ ." __---•\ _ \ I /,� T J S 475 NIV IN 2.245595 TO MN 2 ■ ■ MDI_ �iiiii:�^ rn rc> 475 \ \ '' ' -- I ' -1-1 I-I 5 ' INV OUT. 455.75 TO EX To ■-1-1 _ - - z `R I I u ■ + 1111 O I' i/ /CONTRAC E RLATER LOCATE THG. ISTING 30PRIVATEPRIOR -- T/) c MH 2 1p NNm R)'_ �I / /sATIRARV SEWER LATERAL SERVICING TMP 61-134 PRN)R TO / CONTRACTOR SHALL RR0eI:MR A STABILIZE 7HE b ' ■.R■■ CA V/ STA.1+05.68 pI- N MOO �I I / / / OHOLES.CONTRACTOR SHALL ESM EFRGIARY WER TH ESSI1N DITCH MUTIEAPROP FOLLOWISED NG THE \ V I"' W / // / MANHOLES.CONTRACTOR SHALL PROVIDE ENGINEER // Hm el) CONTMR p'$FIp111N5TWIL4ME THE VERTICAL ELEVATIONfDF THE SANITARY SEWEIEUTRAL SEVER.CONTRACTOR SHALL ENSURE PO$ITVE b ITARY -RIM 463.20 O h --- ,. 11�' 470 / SANITARY SR VIA AN OP N SAW[UT ERE MS/ y N DRAINAGE./I THE DITCH, c n + l■l'LLi iIS CROSSINGS WIT THE PROPOSED SEWER RUN FROM \ F-' L 470 INV IN 45652 TO MH 3 ■ h O f �'T GRADE "���� -/ MN2-MNl AN�MRS-MH4 FOR CONFIRMATION OF ITS - O NTn +Rp 1 ALIGNMENT IS BENUTH EE%ISTING VEMENT ADEOUA C"ONTMROR SHALL NEE%ISTING LITERAL ,� Hy INV OUT 456.32 TO MH 1 n No ♦I'If�� , AFTERSEWER INSTAL ON,THE PAVEMENT vim( SIGHT DISTANCE b s CO • rR IN-� I^0"�I- =~�2Z _�_�I� ' .TCREINSTAIIEDAN EEDGES SRALL BE MIMED 9 ANCE-539_-- u �' MID TNT NEW SANITARY SEW OR SAN.MH AT THE ---- ---- O J }Ip 2NK _ �' DVFRIANW cR TS u h,c:�.lU eng4K TIME OF THE CONSTRUCTION OF THE SANITARY SEWER/ Z ter• J h-4 pq0'., 2•s3 HIN+�� 1-� ---� • •- lr (WI''i / / //� `� / .'T' IMP11(NFMENIa t /: �� ?�D-.- ^I" I- $` 465 ■ r,RDA DE7 <� I O' ZZTT_..TTT' �yrcii /r PVC /_�/ 465 // �/ �/� I�- ,Gt _ \ W U Q I 9 soR�O q.24X 4'STIR 26 PVC F , \1 - I r—r—.—r 1>—ram —a —■—r —'ma . // 34g. 44.73 LF O 2. - __ -_- �� �� \ --r - 1 ,1G _ — 11 � ..��'�I ■ � MHI.5 4 CO A BLDG 460 , X�G _• _H _ - - b. In ) I. ■■■..... —'E.— ■ 1 \ll'���r=AN-'MIN INGRWSUW-- J=_--=_- _ _ _JTSDR 16PWa---� ._����_ —_ m a- = F-' - _ _ _ 7 W w ; � c- 11111 E 1 _-f _ _ _-TJ— — _ p `• a CO '11 455IIIIIPIE 8'SOR 26 PVC 455 \ !III I I 1 // '/i //_ ■ 91r- / F PROPOSED ARMAND 8'SDR 26 PVC 8'SDR 26 PVC 8719 LF O 113X ■►a I 1-- II <3 1 1 1 I I / 4oF2yy/, / / _ ■ ACSA BR0P CO NECTIOR 22.72 LF O 1 37XG _ _ _i_ � / 1 1\\ \\�\°I r!,J I - / 1/ -- --- 188.85 LF 0 0.50XG s s / I \\ \\A �_-'f I 1 -. - _-- I_ z SIEACSA, ANDAIp I _ \\ \ \��``/,.I./�./ 2 (\'. —I� DETAIL = : ,• 61 STIR 26 PVC _—� / \ ��\ ^T•YI+a '• - 1 WSA M' :I-MIT-41 I� �/ PROPOSED SMIRAflYSFWER:RR:: C4 o DESII N 0.ElTU REMFTRS MN I�I�I— / \ - ^ • \\� �I'={6221 -�.. BETWEEN MH3&MX 2T0 MAINTAIN IO' N Z 21 50 LF O 2 947E ■■■■■ ■■ -��) 450/ \ \\\ \--_i '/ .. -\ '� �NV IN={{I 60 Of H0RI20NTALSEPARATION FROM THE a W ` 45D \ ��- ' p �/ NV OUT=44134 EXISTING OVERHEAD POWER UNE ���' 'Q^' B.S CONTRACTOR TO REMOVE EXISTING LATERAL \ _ / V TIE-IN CONNECTION AT MANHOLE(ELEV.•4/.R) I I -.■■■■■■■—■I ■�� R ■ V\\\ ` '/ J _ PROPOSED 2O PUBLIC W• w AND CONNECTION LNFR M BJLNITAEXISTING \ \ / / / N UTILITY EASEMENT,' / - - w 0 Q J CONNECTION FROM MH 1 139 FOR S� /V(\1 CONNECTION SNAIL BE MODIFI®GOR NEW I EX MH A&-NTH-41 \ �=S 1 iH • � I / � °•'—oG.� ee p"r N N CONNECTIONle • ���� D SH - 445 , STA 0+54 39 ■■— P UNTAL��y HIS SC 445 W- �' _ - NV IN4 221 ��- w \ WNIRKTORTO 0.EM0 �` NG UTFIUL - - NV IN 455.00(AT UPPER MH DROP LOCATION) - -- _-- / TIE-IµcorNr�rn New MA NAR�ESE -saT,q /I '-- ��w O o P INV IN 443.00(AT LOWER MH DROP INTO MH) -■■- .110E. ��Mni•>_ ) \ CONNECTION FROM 11.EXISTING \ 7/ - TO LL .. e INV IN=441 60 \ CONNECTION SNAIL BEM IFIED FOR NEW INV OUT=441 34 ) \ CONNECTIO / w 440 U II ■MEE ■ 440 • 7 s'� / ._ z d r EX Text ( ) I / 1n o° N n PM N m m m b Q O O T\ +O ^C, 4 C' . / \'/ I TO{ti( ) 7-1 SS I /U JOB NO.N 4D �- _ I Ira(SE)=442.28 / / F- ww m m b m Fp N Pp m ap m tp n n^ n^ + 69• INV IN(NE)=441 83 / 1_6 192036 g oo + + + + + + + + + + + + ++ ++ +I / \s INV/OUT=441 73 1 / _--J i 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 7+75 / I // 1•-zo• o / 1/ / // / //' BMEET No, s PROPOSED CLEANOUT - EX MH ABI-MH-41 I/ /� I / 4 g (4- 1:2 -?40 / STRM MH I / / I ) / / U S.ROUTE 29(NORTHBOUND) g SCOTT R • NS'z / I / SEMINOLE TRAIL / \ A \ O / 70P=464 63 A // / I 1\ / VARIABLE WIDTH PUBLIC RIW \ \ I U lac. No. 0357911a / INV IN (24")=458 43 / / / 1 I I / 9/29/20 ti // INV IN (18")=458 33 I // STRM FAH / / \ I / / / I I I , '/b INV OUT=458 23 3 / TOP=466 85 / / / /ONAL 1334 LF 18�RCP 0 \ I / I I 1 I / INV IN (18"x2)=46075 / 8 774 1 \ I / / I // INV IN (24")=46070 1 I 1 STRM MO \ l EX 1 (STRM DI) \ / I 70PM 4L7HI76 ..1.137 / // - I 1 \ TOP=471 g \ o C�. I / // 5 / INV OUT=460 65 70P=469 64 \ INV OU 4 21 / ^� STRM DI 1 I I.INV IN=464 09 \ INV IN=466 \ /n / INV OUT 470 26 I // / 'a T0P=466 42. \47080 Ep 4 INV OUT 46 0 / I / _ 5 \ INV OUT=461'92 +69 ao is INb =46409 .•EP / -14. I OUT is t7.1 �471.;. / MA 1117 .F�-ate .� _ __ 16432 LF 34�R _- ❑ ��. " ///0• -" I ` a L"' 24•RCP c•:24 aO "" - w_a- .• Gam 1• -_ �r'EE Ar, C 0 2 % �t w- - -22 27-L F 18" RCP O .E i 18 OS L F 24` CP a- �� - a ' 24aet- 921% - __ B 41287% 46s.33 r �•.6t - �: __-_._ _ --� a` I o 6 _-0 O1,77:7 O -A .0 O r. _ 4 •-e• i-e-A i_A �• /�,i.� ) \) ~' I / zT N 7H 252N I =4 - / z o 2TRM DI __ -- \ .� Y w AJ STRM GRATIo`�` i \ 11. P �. r I I, 1 r. I \POOSEDS'WIDECURBNTSWITHPEA ` I I,. i! 29 GMVEL B FITERFABRIUNOE0.lAYM0.0POSED 35'WIDE C1m8 3 / / TO DIRER RUNOFF FROM PARKLOT NT WfTM PEA GRAVEL a 1� _ ^ii II - - / / / / TO DIRER RUNOFF FROM �. PROPOSED BUILdNG 1 I L\ �, . // / / d / / // (II' \ PARKING LOT INTO DRY �1 ENVELOP-PMASE -//' / / / DETENTION BASIN T �R - V9� O.lO ACRES ___ A '/ -_ _ \\ / / - -_ a / / / -� • ' PPE-415.61 ♦♦ // (;) 1Jh �i��80����������E 4B40TW ! / o /'/ /' I 1/ -f- " C3 I - f[1fI��1►�(9�,� ae.oeW- - , - - _ ----- ////// . 1 0 5 ' / / THE PROPOSED E OF THE METING RETAINING I p ' / / /' WALL SHALL VE A CLEAN FINISH WITH �. P ROOF B YARD•. _ �n / / / MATERIALS MA CHING THE EXISTING WALL. 1 ` 'a _ / / / MAXIMUM 5%'•' EOM IQG_ --- / / \ / PROPOSED PA' LOT, - I I� TQ./ _ / // \ E / / YAP 61�13 ii ,,44��,, 15 ,..,RV RR 0 I fli ilk 3. .eF(RAT) j i pc 1 ®�®- - - � �fuy ;},�• , / �I o /////� ��\L / / v z T // PROPOSED.N HEIGHTolpt / / // i 1 I I 7 /� 4' H..• ,/ ALL WITH - �..: � _ --- / / �'' 1 / / Z �_ $ ' - /// // AN•• / ANY WALL .BG RETAINING WALL MAX HT.=6' -/- / / / \ \ 1 / u• / ABOVE 3': LI.REQUIREA --� / / / \ - \ \ 1 /�/ i 77/ \ III -----'--- -- I _______________________ .'I T7-__-_=-=_,•- ---------- -=-----' .r> '-- I 0 0 /. / 11 II11 -----., 1 a ,,,,-i _, ._ , , , \ \ \ , `1- i _ _`_ �� - "- - o'er i / / / /' /--- /' / H8_ / / / / // '. ¢ W z-s TRIP 61-134Anu / W r i 1 /'` -_-__ - -- #' f - 3 I .� n.umRNE IWE�3,0 SF m•c.N. __ / [[--.. / /-- ANAGED STEEP / / O F / SLOPES - / ..� O HI v // - - 1 1 I 1 \ / / a / / / II I' 11 I\\ / I /\ \•,..r /// �/ W . C7 P.♦ / • \ 1 DRAINAGE DESCRIPTIONS I \\ \\ o /\„ --" , „, $� PPE I FORMADON INLET INFORMATION I \ ♦♦ 71F 61-128 - \ / /i i/ F ut �. DM. LENGTH' SLOPE INVERT INVERT MAlEF6Al FILET TYPE Cub SLOT RM' COMMENTS \\ \\ furtmA Porn 711 -� � - /i i/ (M) pJ (%) N OUT Type LENGTH ELEVATION \ •\ •\ r a w s \ I I - /i i/// 108 Dame Gtre Yard HP - /5" 485.00 \ \\ \\ / .. \.. 105 6 1s.n 6s1x 475.00 47s.w HOPE •\ \ - ' / / // / n 104 Oerplt - r 477 75 \ \\ / /i ///7. Q W o tm 8 66.78 3.28% ai56 173.70 LOPE \ '' - / 102 ndoe Rred CNrMl4 OC.2 8" 47612 \ \� / 1 , / '�j�/ / o J 101 8 u.f>s 5.50% 173.50 47156 HOPE -. \ \ \\ -- /.. / „ ------- O ON '^ 8 110 Dome GlMS Yrd HM UCs2 1S 17525 \ \ // / '---- --- v/ 100 8 /216 2.03% 47150 47425 HOPE \ •\ // - 1m Dome fire Ya40 NM - 15" 475.33 \ \ \ // * 107 8 . 574 5.40% 473,25 472W HOPE \ \ \ / -'`l,- �i 111 8 1752 220% 178.50 17261 HOPE 1 \ STRM DI `'i ^O 6 Madded VOOT MH-1 - - 475.57 VDOT STD.6-1 REOD - \ --- _ ----_ 1 \ INV=50098 •\ G3 --- 5 38 7510 0.50% 46B.1N 430.56 HP Seim • \ \ / \, ''' / 192036 x / Moddrvoorolae 032 6 47626 voorsrD 61REDD \ \ \\ 254 15" RCP 4 15` RCP -�°\ GRAPHIC SCALE 3 33 42.35 0.50% 488.48 439.25 HP Sian \ \ -' 'I 2 Maned VOW MH41 CG6 - 474.03 VOOT STD.6-1 REDD \ \ \\ ® 7 7• �0 \ �i."/ / m lili scuE �\ / 15 523 1.82% 48915 486m HP Slam \ \ \ \ ti 7"a20 I 6 15 5.63 1829% 471.50 470.56 HP Seam \ \ \ STRM H / ` \ 4 6 ModdW VODT MKT OG2 - 171.79 VDOT STD.IS-1 REOD \\ \\ \ \\ \\\`�� TOP=504• / STRM��dd11•• (IX�?1--------- sHEEr no.• _ 7 15 47.34 3.06% 170.45 469.00 EP Storm \ \ \\ 1 'L- INV IN 49/g/1. hOP=50 .bU/ ( 1 so ft. S ' _ Iwo Ira ,.... ._ 0I1.ET8 ON GRADE.DESIGN(CURB SPREAD AND 81RET CAPTURE) DRAINAGE AREA PLAN,Sc LE 1•.30 ' ' / 1 IrNO ' k-OD (Ira.�T1y i3 4 nYM la Spread and 6.5 IMr for A'an d dBPN) / I GIRAPHIC SALE \ / / \ ( 18NaiOe Cod ng n 1a Q013 1 I a \ s 1 / U.K. E�) I 1 i 1.14 02E+`f'pea4t lytrol0m Cub e4d Ci�r I•M _ I (VAIUAOPwmm aAv I YI , \ \ /2JI I / T R IN8'Z 3 (u PUT)I \ i 0 LID. No 035791 a 3 E so 1-4 1 - `- s q w , W_ -YF. BASINS' ( ! e _11 w '��9/29/20 ti E - 5 6 s z ° 9 y�l.r _. _ ... _ - (TOTAL AREA T0071. _ -�� . ♦- .. p G FONAL _ 1 laea- R, R3� t \ 3 d 8 8 . a s A A A .1 i 0 : . d 8 8 d 4 1 38 ISO 007 107n 1 00M l am 1 0.I om*I oosm l 761 00ss(+COTO I IOW I I m zoom 1 008331 01213 1 6a his I'col OS I owl YY��a� a - , e o ❑ A7g Yi / :r am ��) - ; R.Eie ON GRADE.DEMON(CURB SPREAD NO INLET CAPTURE) - -a - i I ~ •\ `-/�.. a ',` j - - / e I Ate/ � ;' =1: i /' S IrlrRIRp �a50 I (InrrmN is 4 ime fa spread,and 6.5 gin/a capacity ad depth) // i ,' ° arlailp Ca•18DIe18.n r 0013curs UNDERGROUND DETEMTON' Inn ': I _ ,.. SYSTEM'A' - a _- i Hy&ol0IG Cub and G/Aa - - Inlet // //� �/� I REC7ING ��� ST t_i ;\ �- - //' / S / UNOFFTO• - , (ROOFI✓�RUNOFF)ac j \ ' / / / Z O i BASIN 9' COw 90 I 1_ _ _ o tUt E !! - * eE C LLB y F /// /// \ Y // / �00it ���F\�yF _\ �' _/--��// // 'n $ is E b J j s. ■ T S S b a !I - ,� aa,.ac ��j _"` _ / // Q 3 i Ail a r� //_ 8 3 8 a A n w 4 m i a $ '/ vAa I /�„ �SWPMEASDIENT I485- i /.,4 I 3e Ise ' aA leroloo14103218m1o32 omm1ea3 1211e0300II I226 100 zo®lo®Ia11aa10101' 1o181 I /' I ` ///T-Soa `r,ey PPE DEBI011 I10 0 - / -„ / 2DETENTION DE.B _ _ 0.r0_1200 / -- / W ce g n=0.013 for RCP n=0.01 fa HOPE SWM PLAN FOR DETAILS '� ,a' _ vV� . . . ..,.....,..0...:„..-/- t -�/ - / 106 11:-5min _ - - i�/� -\\ \ /iyi § Plp Hydrology Pipe _ _-. - ' / / /' __- // "\ 8 s c 8I - , - ��?.� - - ///// - s. ,\\ o e t g i £ E /I � _ -�- ,.• (� _ �/ ^/ - _ \\ S - . /_%\ Pa.R=,oe-. _ - ,�.. 1,%" // -cwIG-a1wiNs " _- • ' - - ' ///%/�// f. 7 104 00 0.0 0.171 0.m a0 a RN a0 Q1 470.0 410.1111 NIB 0012 O010/ 0 4.01 10 0.0 --- -- -- / I / Tc-9 MA- / • { /// 1 '4N s lot se W OM 0.0C 0.m 10 0.A 0.m 0.0 4750 4710 ON 0.012 nOLI 0 IA a47 0.w // f /C` - _ _ l/ •' 7 LL I // ---- t0 • 0# l0 000 0.tn aw UM OP OO 4ra0 m.0 ie noU 0.0>m I aW to a0 // . / \ 20'aOli IV- f ♦95 , I. POMO.1w-• .c-L1•a".�r .Nr. -` i_ r.." • / \\\11i a01'A..25 _,J \f _ E 110 KO 0.0 QM 0.*E 0.OM a0 OM QO 0.02 4r110 4Aa /22 0.012 Q020 8 1.0 172 632 .-.-•- / - .. t0 • let 116 l0/ 0.011 as 11.0 0.0 0.16 4I326 IRM 17 1012 0.0610 a aM 10 am -_ 7_ /_Ail - / -- t. __ - - 1 112 i • I 00 I 0.0 I 0.03 1 OM 1 am I l0 I 0.12 I nw I 4000 I IixM I Ab I son 1 ammo I • I I 501 I 0.0 ' \ \ /' .�f\ /\ \\ ° // V Q s 0 4 a0 OM 0.00 0.0M a0 a02 0.0 0.40 41a01 M0 Tat 0.012 awn 0 NA 1.0 00 Structure Area CM T. \\ \ 4 - - -I .s 4 2 Sea 030 0.00 015 0a a0 0a 1.A 40.w 4026 424 0.012 0.0001 3e N.0 1a 0a (Acres) (11i►) \\ \\\ ` / 77 -N Z2 art OO O0o 0.00 aa4 aw aw 0.m r0 40A 4ea0 12 0012 O0RI0 16 aw 575 are 2 0.00 0.90 5.0 \\ co PM4-a 4 0.07 0.70 5.0 \ \ \ ` \ \ / MEM m 4 • 0.04 am Sow Sao as as as Ca waw 40i 42. oolz aaom a as xaa n14 6 0.00 0.90 SA p� •� \ \ _ T • + OUT I ON I a0 I 0.0a I aaa I RO I a42 I ON I 122 I 010.46 I 400 I A.0 I 0.012 I a0N6 I 16 I as I as I all I 8 0.00 0.90 5.0 9 \\\\\N \ _ ø- -'�I 02 0.00 0.90 s.0 @ \ LLSTRUCTURE DRAINAGE 104 0.00 0.90 50 tQ \ \ NMIFT TYPE AREA PF3t81IFEIFJt A C 1 Q D F10W T1RE GENERAL DRAINAGE NOT S. I116 038 0.45 9.0 \0-6 (FT) (ACRES) IIN41R) (CMBIM T/1. ALL DRAINAGE STRUCTURES WI A DEPTH OF 12' 108 0.02 035 5.0N Z OR GREATER SHALL HAVE SAFETY SLABS IN 110 0.01 035 5.0 \ \ // 01 1-I 106 15'Nyloplast Yard big 0.64 5.40 0.38 0.45 4.0 0.68 I.S WEIR FLOW ACCORDANCE WITH STANDARD 5L-1 AS FOUND IN 112 > -I0.07 0.90 5.0 \ // '~ 106 15"Nyloplast Yard Wet 0.64 5.40 0.38 0.45 63 I I I LE WEIR FLOW THE 2016 ROAD AND BRIDGESTANDARDS. N 2. ALL DRAINAGE STRUCTUU RES WITH A DEPTH OF 4' W 1/106 IS'Nyloplast Yard Wet-50%clod 032 2.70 03j GENERAL PROFILE NOTES:8 0.45 4.0 0.68 23 WEIR FLOW OR GREATER SHALL HAVE STEPS IN ACCORDANCE 5 106 IS"Nyloplast Yard Wet-50%clogged 032 2.70 038 0.45 63 1.11 5.6 ORIFICE FLOW WITH STANDARD ST-1 AS FOUND IN THE 2016 x 1. ALL ALL TO BE PLACED AT35%COMPACTION Z --I ROAD AND BRIDGE STANDARDS. L`Im CI m+ 2. MNMUM}5'OF COVER MUST BE MANTNNED OVER WA- LI'I h-1 3. PENDING PRIOR APPROVAL BY COLLINS p 2.0o m O o O O } MNMUM OF,OF VERTUL SEPARATION FROM STORM I--I \ 108 IS'Nyloplast Yard Wet 0.64 5.40 0.02 035 4.0 0.03 0.2 WEIR FLAW ENGINEERING,THE DRAINAGE PIPE MATERIALS Q O O�' p p SEWER&W/L AND 2.5.0E SEPARA710N BETWEEN WIL& a > Z n 106 IS"Nyloplast Yard Wet 0.64 5.40 0.02 035 6.5 0.05 u WEIR FLOW MAY BE SUBSTITUTED ALL DRAINAGE PIPE o a SANTARY SEWER MUST BE PROVIDED. > (I) Z 108 15"Nyloplast Yard Wet-50%clod 032 2.70 0.02 035 4.0 0.03 63 WEIR FLAW INSTALLATION PRACTICES SHALL BE IN w ,tO a,'r w a w m W w E ACCORDANCE WITH CURRENT VDOT STANDARDS a m n 106 IS'NyloplaA Yard Wet-SO%cIORNed 032 2.70 0.02 035 6.5 OAd 0.4 WEIR FLAW STIR 2 MODIFIED 0 e aaa 8 o P.1.4. •icv'D [-. [L AND REQUIREMENTS.CONTRACTOR SHALL p .rip e O an n n'r I-�VDOT MH-1 O pclaa O nID ea I ENSURE MINIMUM COVER REQUIREMENTS ARE +Uri I- CLASS I BACKFBLL MATERIAL SHALL BE CRUSHER RUN AGGREGATE lL 110 IS'Nyloplast Yard Inlet 0.64 5.40 0.01 035 4.0 0.01 E.I WEIR FLAW MET WITH ANY PIPE SUBSTITUTION. STA0+61 n-a z z o o 00 a z z p SIZE NO 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, 7 < c 110 IS"Nyloplast Yard Wet 0.64 5.40 0.01 035 6.5 0.02 B2 WEIR FLOW INV IN 469 25 TO 4 v,o N�REEK Ir E z z i REQUIREMENTS FOR CRUSHER RU FLOWABLE FRL, OR CRUSHED N AGGREGATE SIZE 25 AND CONFORMING TO THE �26, ` a 0 Z_ Y INV OUT 46915 TO m N�--- < 110 IS"NYlDplw Yard Wa-SOX clogged 032 2.70 0.01 035 4.0 0.01 Si WEIR FLOW PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. x �I 110 15'N7loplut Yard Inlet-SOy clogged 032 2.70 0.01 035 6.3 0.02 u WEIR FLAW I J U 3 u"M OmwF _ T 0 0 PROPOSED ACCESS MN 0/STAIRS SYS .TTP 2 .• FOR INSPECTION A MAINTENANCE -�S / ri7L I , . Dooip Year- 10 Proj.ot SrepNaa er AMA NM Propaed by F'GM,PE. /, U 1480 I GRADE 480 480 /-Al� 480 W '• INLET OUILEf WRIER 1" D. Q. 8w Hr f JUNCTION LOSS FINAL INLET WA7FJI RIM PROPOSED EW6(OUTFALL 1lNERT.469.00 TO SERVE AS // PR CR .1 lR'11NC .Fr1' 1 Ee 2NDERGROUND DETENTION SYSTEM A PRIMARY OUTFALL STIR'B MODIFIED VDOT MH-1 / GRADE ~ �/ S STATION SURFACE F1EV ZW V. ILe�Q. Y. QN; V128 Fly ANGIENGIE' H. K 13H, 3(1. H SURFACti F1,EV ELEV _._ STA.OROSO 0+54.80 L.L L' �G DEE- . TP=474 7' / W wa 110.00 4731 IS 122 0.000 0.01 6J 02475 ik/ ! 475 INV IN 47055 TO 4 475 STR:4 MODIFIED VDOT W W INV OUT: 470.45 TO Z 3 8 IA 33 527 0.2 006 117 011 033 0.42 021 0.23 17023 474.79 100-p PEAK DESIGN WSE-470.87 /- �`ri� ' DI-38, L=6' FG 10-p PEAK DESIGN WSE-470.77 OVERFLOW STA 1+03 97 E--" cc 171 A5 4235 36 Ib2 0.000 0.00 33 OA 2-)r PEAK DESIGN WSE-470.67 BYPASS,TO SIR"- 15"HP STORM PIPE G 0I 4 1.0 '7.7-738' 0.9 033 1W 065 1.02 132 0.66 0.66 47231 47520 I-yr PEAK DESIGN WSE-470.63 N.,, I I 47.54 LF O 3.05E iP=47520 PROPOSED 036•HOPE STANDPIPE(SER.2001 W11H ` 7I 1 --OPOSED SERIES OF 36.HP STORM PIPES WITH INV IN 469 56 TO 6 F- TRASHRACKTOSERVEASTHERDERSTRUCTURE.SEE DETAIL A DOWNSTREAM RESTRICTIVE WEIR PLATE TO INV IN 47156 TO 102 F-' ON THIS SHEET,OR EQUIVALENT,FOR TRASHRACK.RISER RIM 47O 1 1 `1 SERVE AS PROPOSED UNDERGROUND DETENTION 470 I 470 INV OUT 469 46 TO 2 Lt, Z S 470A0 023 15 Ib2 0.001 000 57 0.1 ELEV.470.65.RISER TO HAVE ONE 1.2S.LOW-FLOW ORIFICE II SEG I EN'A'30.HP STORM PIPES TO HAVE 0.50% �/ INV OUT 471.50 TO B 04 11 SLOPES WITH A TOTAL LENGTH OF 117 5' ' 2 1b 33 527 02 _0A6 0 000 019 024 0.12 013 470.13 474.00 (INV.=469.m).RISER INV OUA467.00(TO EXISTING DI).TO C�. 111b5 1235 36 Ib2 0000 0.00 33 0.0 PREVENT FLOTATION THE RISER BASE SHALL BE FIRMLY / 4.e�, I ..., 36'HP STORM PIPES, ¢' W EMBEDDED PINTO AN sr DICK REINFORCED CONCRETE ? -''"'•'• aL„/(P6.y 36"HP STORM PIPE SEE GENERAL SWM FACILITY NOTESX. 4 ID 7-7 736 09 033 100 065 IS2 132 Ob6 Ob6 47231 17520 FOUNDATION THATIS SoS,AND BURIED BELOW GROUND0za{ON THE PREMOUS SHEET FOR •- PART OF UNDERGROUND U' LLJ 47231 Ti le 36 0A9 0.000 OAO 2.1 0.0 I38"HP STORM PIPE 75.10 LF 0 O.SOE DgcNnro OUILETPROTEC7oF4 CDR a-5 DETENTION OYSTER G. 6 0.1 SA 2.10 OA 0.14 90 027 0A3 035 020 028 472-59 475.57 SIR EX 1 (STRM DI) 4 5 u 42.35 IF 0 0.50E I I 4651 465 ) -15'HP STORM PIPE, 5.83 LF O 16.29E C �J ,', EXISTING DI ,RESTRICTIVE WEIR PLATE AT LOW POINT,INV..46a25',TO O N y 2 •P� STA 0+00 00 DRAIN THE SYSTEM SEE DETAIL ON THIS SHEET (EMERGENCY OVERROW/BYPASS) TP=471 6 12'HP STORM PIPE. 8.23 LF O 1 82E PROPOSED ELEVATED BIS.HP STORM PIPES S 473A7 1732 t 042 0001 OA2 SA 0.1 &LESS FREQUENT INV IN: 46619 TO 200 SEE GENERAL NOTES RI 0.4ON THE I ET FOR DESIGN OFOUILET PROTECTION _ALLOW MORE STORM EVENTS TO SAFEU LYTBYPASS 112 0.00 165 000 010 0.13 MA 0.14 473.62 476AD `° INV IN 46634(TO REMAIN) UNDERGROUND DETENTION SYSTEM'A' INV IN 46609(TO REMAIN) 460 12'HP STORM PIPE, 34.71 LF O 2.33E 460 460 460 G 473.47 5.74 8 0.07 0.000 0.00 33 00 108 0.0 11 000 99 em 90 003 0.10 0.12 NIA alz 47310 17S33 N �,o o m r tyy ^$ -- a ; 8 473.70 12.16 8 0.02 0.000 OAR 1 7 0A W R n a m 4 m h W 1d n a ''4-3 Li JOB NO. T. 110 000 150 000 0.01 001 NIA 001 473J0 47525 W 53 '7 ~ < <a W EO. a e 0+50 1+00 1+50 2+00 0+50 0+75 192036 SCALE ° t 47231 34.96 8 0.95 0.005 0.19 7 7 02 102 10.6.4-6.13_ 06 022 180 045 0.91 118 WA,136 473.67 476.12 - AS SHOWN 474.03 60.78 8 0.95 0.005 032 6.4 02 l6. IA 93 9.02 0.49 90 097 1.62 2.10 wA 2./2 476.46 47775 UGD SYSTEM AND DETENTION BASIN °"° BYPASS a SKEET NO. 476.46 15.77' 8 0.95 0.005 0.08 9.5 03 f 1••50•(R) 6 106 0.00 136 000 035 0.43 WA 033 476.99 483A0 In-72-1,0 TREES SHALL BE PLANTED A MINIMUM OF0.4.H DISTANCE FROM BACK OF BLOCK T Op ALBEMARLE COUNTY GENERAL NOTES FOR SITE PLANS: SHRUBS MAY BE PLANTEDADIACENTTOWALL OUT vw.UT,LIE WATERPROOF D. �� BARRIER BENEATH PLANTINGS WITHIN 0.4 A H DISTANCE FROM WALL •A PAVAN 12 REFLECTIVE ALUMINUM LOW-FERMEABLIT'SOIL ' A-m-1 1 AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL IF THE -- LEGEND AND BORDER - GREEN SCOTT R. • :2' ,.� ZIP'''.r°• _ SSV VALUES ARE LESS THAN TO, THE DEVELOPER KILL BE REWIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OFD WHITE SYMBOL ON BLUE FILTER FABRIC C L.c No. 035791> CORRECTION BACKGROUND BACKGROUND - I ii I Y� + 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. WHO /��//�/��//�/,%//./ �20 !IEEETYPICAL AT ALL HANDICAP SPACES 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOVING THE MA TER/AL MEETS REQUIRED GRADATION FOR TYPE I, 16 OR III 1 / r+� 1 �{'i‘ • PRIOR TO PLACING AGGREGA IE BASE THIS SIGN TYPICAL AT ALL"VAN '■1�\�S1 A�•�I STRUCTURAL SAL i A aT""v.i"°a:•a v,rs ? 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE ACCESSIBLE-PARKING SPACES '■ --- II.- BACNO-ILL B TPROEM RAN COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS - b �"¢" 11 THE PUGMILL REQUIREMENT WILL APPLY PENALTY SIGN WITH WORDING AS '■' I i 'I 5. THE USE OF AN AGGREGATE SPREADER IS REWIRED MHEN PLACING AGGREGATE BASE REQUIRED BY STATE OR LOCAL LAW 4 z TYPICAL PLACEIENT 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COVPACTION BEFORE SURFACE TREATMENT IS APPLIED. 1■� n ;FHB RT 7 PRIME COAT MUST BE APPUED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT(PRIME COAT RC-250 O 0.3 GAL/SO. SD.). L & BITUMINOUS SURFACE TO BE APPUED IN ACCORDANCE WITH CURRENT VIRGNIA DEPARTMENT OF TRANSPORTATION SPECFICATTOYS o: . GALVANIZED"U.CHANNEL POST � o -, 9. ENCROACHMENT. POSTS, WALLS, SIGNS OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAYS CAPACITY OR '^ '■' _l sEcnoN A-A TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OIL WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT o s+e.„•,�,•� .I•.a."•°"'�^"• ISSUED BY NRGINIA DEPARTMENT OF TRANSPOR TA DON MAY BE LOCATED WITHIN THE STREETS RIGHT O-WAY ko I H I■I _. 2'-O" `A , mc. TYPICAL z § Y '"6 n.. ...-�....WOKS. GRADING o o i n VDOT A3 GENERAL 1 THE LA TEST EDITION OF THE ROAD&BRIDGE SPECIFICS DONS. THE ROAD&BRIDGE STANDARDS OF THE VIRGIN/A DEPARTMENT OF CONCRETE fO TRANSPORTA DON SPECIFICA DONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT 013 1 i _ TYPE C `� -I 3 TOPSOIL AND SEED FINISHED L' I o PARALLEL a PQIPENdCLLAR 2. IMRERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY NINTH ID-' GRADE I I U i LY 6 APPUCATON �-`���- AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER Wes■ i 3. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT OTHER TREES AND 111::///.>‘,.//,',„/A., �_ ! iiSS m"^�Q"�� • verso :j- ' .. y�•Iv v VEGETATION WITCH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. \i\\i\\i\\i\\i\i�\i\\i� %\i�i�%\\i\\i\\i�\%\\%\\ v ••'•I I Z o 5 s A ALL 1£OE-NAnew AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE COVST RUCTION OF THE SUBGRADE \�\\�O:.%•'\\/p/O/Q LANCE/\�/O/O\\i\\/\\iA- ��� I■'. '2 4 } ����/�l- \/\\/O/J/O/O//Or/J//‘ "000 \\<Jp\\<\� A t, \ 4•DIA.DRAIN TILE 0 o gi �_ I 3 1 � \//\\//o/%/%/%/%r%/% \//\//\//\//\\\\ 4A \A I I 3 ...v.xPo�u...R.oOn.•,aIAN rArtrm.er. l /\\4\\G\�/\\p\\//\\/i\\//\ p�//\\//`I\\//` I �...'... • I /A1•4 w I 1 ) $ HAT°��.P.*R TO MI SME.,•U.N. 1 ALL PIPE CULVERTS EXCEPT PRIVATE ENTRANCES SHOW HEREON ARE TO BE RCP N77H A MINIMUM COVER OF ONE(1)FOOT OR AN \/i\\G\��\\G��\\G\�� //\�\rr\\//\\r/p//\\!/N/ " 6 Yi m 6 -1, Y •••..Nm WWI APPROVED VDOT PIPE MATERIAL. \\/\\�\�\\�\\�p�\< y/'/%//4//////'//'.(i." 6•�� �••� _ W 001 2. STANDARD UNDERORAINS(CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WERE FIELD CONDITIONS \/p/p/\\rp/r\ �/// //// ` :34,a a.a •u..a o,W sRT INDICATE \//\/i\/i\//S %,`//O//�//�G��T A"MIN. r'O� / i \) G\//\//�I'/p//////�/q///p/j/ ILJ 3. INCHES AND SHALL BEALL DRIVEWAY EN CU PLACED SIN ACCORDANCE WITH THE LL BE A MINIMUM OF VIRGINIA TY(DEPARTMENT OF20)FEE T IN GTRANSPO4TARONTH AND HA VE A MSP£CFICAODONS UNAMETER LESS OTHERW FIFTEEN(IISE \\\�*• .N�O�:J�:4"• /O/4 .6..'4./ -�I .3 TO 4 - ? oar'� CG 12 DETECTABLE WARNING SURFACE NOTED ON PLANS. /. OF H 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER DRAINAGE EASEMENTS SHALL 1'-O" TYPE C (PARALLEL 4 PERPENDICULAR)APPLICATION em EXTEND TO A PDINT DEEMED AS NATURAL WATER COURSE. (TYPICAL) VA .•P..R.•.x.,Of,..®a.IA'S. HANDICAP PARKING SIGN DETAIL -._-.__ -.-.. . ._ - ------- - - -- ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR SITE PLANE NOT TO SCALE NOTE RETAIMNG WALLS GREATER THAN 3'IN HBGHT REQUIRE A o I PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-LIB-WAY,INCLUDING CONNECTION TO ANY EXISTING ROAD,A PERMIT SHALL BE ONE AT EACH HANDICAP SPACE.WHERE HANDICAP SPACES FACF SEPARATE BUILDING PERMT WALLS EXCEEDING 4'IN HEIGHT REQUIRE - OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION(RIOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF EACH OTHER WITHOUT WALKWAY. THERE SHALL BE ONE POST WITH A STAMPED ENGINEERED DESIGN PLAN.WALLS REQUIRED INSPECTIONS - -- I n.. THE PERMIT WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. SIGNS MOUNTED BOTH SIDES AS OUTUN ED IN THE USBC RNAL STRUCTURAL WALL DESIGN TO BE % 2. ALL PA WAG,DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF ROOT SUBMITTED WITH STRUCTURAL ENGINEERING PLANS. UNLESS OTHERWISE NOTED. 3 LRTNON AND SILTATION CONTROL MEASURES SHALL BE PRONGED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE - . \ ✓R INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. I '^^`In'"'.HammC.I. - 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED,SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE l5 2:1(HORIZONTAL.VERTICAL). 4'COMPACTED AGGREGATE r ,, V�•r^"v- 2.II MHERE REASONABLY OBTAINABLE,LESSER SLOPES O.3:I OR BETTER ARE TO BE ACHIEVED. BASE COURSE SOOT/21A 2 SM-95A 2 5. PA RED,RIP-RAP OR STABIUZA lIO✓MAT UNED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR O�ENGINEERING, SURFACE COURSE S =�.,In I v'0°'II PI`m OR THE DIRECTORS DESIGNEE,IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CIIANNEL. TOP OF CONCRETE MN. E "'"^na• 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE NRGiNIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. '���\ - i&eWr+e�. r,•��n 7 UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE-CLASS III �%. • WALL 42• _ _ a ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY IM7H OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY(29 CFR PART 1926). SITE °i 710.�`nc" L i*'•o};c` !:..... COMPACTED 14' I GRADE RAIL o ' '.iIY�.ITRq': " r`,ti •l..r• v.I SUBGRADE Z s 7. • ,d P P.•I •:i:$ CLASS A - TYPE 1 LOW-MAINTENANCE .� Am PEDESTRIAN O AY DETAIL -I I 1- Q, • a:% TOP 6 I •A.,F OF GARB 4`'I 2•R1_-1 4] •f--9TE . 5 ri r• I I I I WAIL CNN/ I W.' • O" SMALL BE o00 (VARIABLE WIDTH) HANDICAP SM. AHacAv sIF . 8 1'1'� NOTE CONCRETEu r 1r 3 P' ( ) LOCATRW(VAN) aA.P"LOGRXW HALL RAIL FASTA'NINC DETAIL a ,.., w'•w W.� r:i STRONGER OR SLl11MK NOT TO SCALE * J c ... 77 f STRONGER. 4-CONC. 1511.}. 4' cR T R AP _ R• 4 4 B• l�' FAME o 1r-O' Z _.•i 4 R-e1 4 4 i 0-_ 4 4- 4 4).. ' OF LIB °ZIM ° 11 ..W f I 6' 2 EMPER STEEL W N LI_ • /57,/68.OR #75 4'21-A STONE BASE 14' 1-0 (nr) .■ L BOLLARD( ( )(�OETAI 77a 9#E>) N o STANDARD CG-6 STONE BASE UNDER CURB 6'-O' QLJJ c CURB & GUTTER &CHECKED BY VDOT CONCRETE SIDEWALK '• F�-(� ' (TIP) , _JJ Ti ACCEPTABLE ALTERNATIVE NO -E PBACNFIWNC TO AVING AND/OR NO SCALE P .• ••I K J M /,-O• ) F CURB 6 EXTRUDED PER WEE P, tY N 1 lY S1 E -�B :PAINTED BRICK ENCLOSURE 7D MATCH �1..4 ~1 I (""�) 1•I II• • • , PRc'9 BUILrNG(6'RMTH X ►i > J o. iRcc �T I AC ACCESSIBLE SPACES '�'i !'s.Ir,a• rD"IBG.H1) 5 .--1 .. STANDARD 6" CURB .• STm BOLLARD(EXTERIOR) n Q HANDICAP SPACE DETAIL - ei)5; . (TIP.)(SEE DETAIL THIS SHEET) 'n W LU 3 me ••"'•�••,""`R,x,••'"•,a s•m,a.,< . �� NO SCALE IIDDDIEN•DOORS LXAIRPSIER GAIT(SE v r r W^ a RC PAIRING S.ACES•ACE ROUTE'S SMALL RE CO PUANT •• • , OCTAL THIS STEED LJ S ALL CURRENT ADA STANDARDS S LOCAL/STAIE 0400000000 ® IS O/AUFER 1'_.'1 DENOTES 8 CrCY DUMPSTER MN o$ c ROAD/BRIDGE GE STANDARDS 16•-OIL)X 5-671.)X 6'-B(H) • 'NOTE ACCESSIBLE PARKING SPACES,ACCESS ISLES, LAYOUT v_y(2 PER OUMPSTER PAD) -I (1) a Wti .« AND ACCESSIBLE ROUTES SHALL BE INSTALLED IN LY IL Ii r • f- ?- -I ACCORDANCE WITH ICC ANSI Au7.l-o3. NOTE BROOM •- Bid"WT.IANLI NEIDED LLIU Q T 1 SU 6 CS•OIIRRSst-�_ L2" MITRE REINFORCEMENT , O n AT..m.•,..In OK ARRAr MUM"oc I I .�� T G.ASS AS RYHC r�L Z c ff, u /1\ R ,m �' NrERIrta A�'iE cnpMs-t-- �-➢ I I 3�� //// 7"2IA STONE �/ ., / \ x CONE MN.xtlnd CONCRETE DUMPSTER PAD W } • s 21-A---___. r DUMPSTER PAD PICK-3000 P9 CONCRETE �������� F' E "'P°'m 'j'•,wrr u.m � No®,....IA,w -.1. - - esE counsc __ '-M�°���, j• / m �b! v<wv vvSvwv v<v<v-cavAc7m SUBBASE I § / LJ weL21ADE ��//./,�•; DETAIL ••• CONCRETE DUMPSTER PAD i �� m..m ..• ..mW. ASPHALT PAVING RAVEI_WAYS _ \\�\\�<.-----,•,.....- \q\\\\\\r\\ NOTE CONTRACTOR RFORFr WIN ALCOVOETELEOTE E- w - R 1 I1 NO SCONE \: ±: 1.•:11 1 %�/ DETAILS ENL'IiEO!FOR FINAL COWCREIE LW - •. _�. -i S CO c to OONSIROC710M JOINT OETNL SURFACE COURSE C COMPACTED RRB STONE BASE E G W .•,......•a I vo.,. MW .AT.WIA. .'• '^"""°-'xo.. "." ,"°"' CONCRETEDUMPSTERPAD DETAIL W EX-o ®mango,wow ram..••PIS.o I LAW.10 COMO room MO Am m am mom)Nwl.r..T..u.Prs M MGM' ••T R^,u. . ,,.nN r. In>RI.P...,for me MN.v.me BASF IrC 21-A- I.III1I"II'I"I1II. NO SCALE ITr6n6/APES Al BOARDS z • q zm,L.NovR curly?.roR W m A.R 00 lu.noao v oa,INC WWI,UWTR I ai c.r•NUR WAN N N COM U b N6•r I.Mr .aiPr.°••R.•i4`�C IRa"E Llat>wi I CO.c Ic � ,J, �, / •/ • U a. BOLTED TO IRO/FRAME .MN WIN. MOW.MO•. LP r _ C c - J W •.A-a,+r.••.I.•avers a•..m.r•. •••••I.e•,., wBd+ABi M IP. 0m 2mII p n NOTES _ a,,,,,�•,.,mR.. --'----•°°^�••" -ratc,.,R. TMOTo,;e a,,,, ASPHALT PAVING - PARKING LOT ,�,�$EONC MNoISSM CONCRETE DUMPSTERPAD o N.W.I. •.•C WILL KAWA.Ame„ •m..I �I .:a WO SOY[ THICK LLJ II ,r.•.o...vmI.a ol,.,...,,...., I+ ®_ v 1.000...vWI_ LOADING SPACE ' STEEL BOLLARD 2 _ 'R:Lon um.,M1.11`.0...'7PW :r.A17.... �I`Wa'"IIPr.u.nn No naea o""'" I FOR CONCRETE PPE FOR COWBRIGATW METAL PPE y/:/�/,/;. (EXTERIOR) I 1. O (.1) •j. W..%":,,,..a a .a` .r nr :.'0.�.. .rIPI'N..r�.,W...v ma:""":"". R•.RRF Jar., \\�\O �����\ ( ')(' �z-r..N - • O . F • I wQ I e ` , OR IR305EAD •SN-Rb� //�`-.,�':--j:i. ':=:':':'.".'.-.'•_A/ /✓. DEruN MISSHEET •� 5 ' "v.t�•`P,W'".•".."S•N.111°v„rr C.WR®,......,,P t.sWmm,P,o....Nm,�..ANo,.Pon w. ` - '+R'-' a'°� p r�� I ;IPSTxNO-- InnmuunOmnmiiumITII I nuumuum U 5 W. .m•.A W T��Y, _ .III•: eTP� •01010•11. ;g i Y ;€�° I 'r" ;;�" °.: d.( Y >- - SUBBASE :�IIIIIIIIIIIIIIIIIIIIII 111 B'COMPACTED RsB STONE BASE -0 TA i� qq�� p� tJ�11II )pyy E.INyr >• i♦ ' i vim- "JI :`I{f e i� '.Ar1 thCOMAQm- ‘- - il`ram '''.' 8"' SUKRADE CONCRETE LOADING SPACE DETAIL i a o ASPHALT PAVING MILL/OVERLAY NO S 8 R CANE BOOT R 70BNO. iii NO SCALE ASPHALT PAVEMENT WIDENING NMOCIT "' •^•„•. STANDARD ENDWALL FOR MULTIPLE PIPE CULVERTS FRAME 192036 FOR WRTNO SUBJECT TO TRHFTC TZ' � r LAR P DETAIL•••DUMPSTER GATE SCALE i IMO WA m•P..• r...A• iZ •W>o CENTI WAS SHOWN , 2016 ROAD I BRIDGE STMDMM DETAIL N -' DUMPSTER AREA c 110T TO WAIN SHEET NO. -q 7 rf 4 7 Conservation Plan Notes. LANDSCAPING PLANT SCHEDULE 1 ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED F/ SY11 BOTANICAL COMMON NAME 512E CANOPY(A?QUANTITY'QUIW7TTYI COVERAGE(aQ Op`•e MTH PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS NO LAND DISTURBING ACTIVITY SHALL TREES r.. BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE . +` CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY QP QUERCUS PALUSTRIS PIN OAK 3 M catY . 471 4 L884 R • I SY, ENGINEERING DEPARTMENT SEMINOLE TRAIL - ROUTE 29 •►A PLATANUSACERIFLORA LONDON PLANETREE 31/2 1. 422 3 1,266 U Lic No. 0357967. 2.HEAVY EQUIPMENT,VEHICULAR TRAFFIC.AND THE STORAGE OF �/ VAR WIDTH PUBLIC RIGHT-OF-WAY ASL ACER SACCHARUM'LEGACY LEGACY SUGAR MAPLE 21/2'd. 195 3 585 CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED - 9/29I2D WHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND (HIGHWAY PLAT BOOK 1 PAGE 227) AR ACES aueauAl RED MAPLE ROTECTED _21/2'd. 452 3 1,356 '°�y� \ 3.TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT .0 PROPOSED 8'GRASS UPOERSTORY TREES IDEAL z STORMWATER MANAGEMENT FACILITIES LOCATIONS SHALL BE PLANTING/UTILITY STRIP .. PY !PRUNUSYFDOENSIS IYOSHINO CHERRY 6-TM. I 99 I 7 I 693 3 COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED EVERGREEN TREES 6 4 FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE PROPOSED LANDSCAPING MG MAGNOLIA GRANDFLOM LITRE GEM LITTLE GEM MAGNOLIA 6'-S MT 82 10 820 G OUTSIDE DRIPUNE OF TREES TO BE PRESERVED AND PROTECTED AND STREET TREES PROPOSED MDOT MV MAGNOLIA VRGEVIANA SWEET SAG MAGNOLIA 6'HT 60 11 540 5.TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE -6OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED n x 6 . n W W W W W W_ _ _ _ 1V JIBJIPERUS VRGINIANA EASTERN RED CEDAR 4'S'HT 62 10 620 -_-_ ■ IN ILEX 6'NEWE R STEVENS' NEWS R STEVENS HOLLY 6'dM 44 10 4/3 6.NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE -'1 I i PROTECTIVE FENCING HAS BEEN INSTALLED BY THE CONTRACTOR 4 PY •�� , .�+- AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING - ---- --- r - -- - --- - - �- _ m _ GLOSSYABEUA 24'AL min 14 37 518 11)AB (5)IC SHRUBS DEPARTMENT '• SC -- ��� A6 ABEUA GMNOIFIAM 5 ----__ • _ . IV ITEM VIRGINIA'MENRY'S GARNET' HENRYS GARNET SWEETSPIRE M'M.min 68 37 7 WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, -+-+-r - �. 4 OP �' rt. -� + + !� CS CORNLASERICEA RED TWIG DOGnNWD 24'ht min 7264 37 2,668 SEWER ELECTRICAL.CABLE,TELEPHONE.OR OTHER UTILITY _--_-_ �� - SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION - -- r ' _ 1 OR BEYOND THE LIMITS IN CLEARING.THE SEPARATION FROM THE __ _ l L ! -o�v � IC ILEX CORNUTA CHINESE HOLLY 24'AL min 14 38 532 �1 i TRUNKS OF TREES SHALL LN MAXIMIZED TO THE FURTHEST .6_4W •_ - -. R=T NV \ 4 � �7/�/ _� __ EX6TTNG VEg ETA„ONE%TENT POSSIBLE TUNNELING SHALL BE REQUIRED WHEN DEEMED. / T -..� `�i. U)BY THE COUNTY ENGINEER,THAT TRENCHING VILL SIGNIFICANTLY W W r / •F_� v, EreDAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND - - �. • _VI --'�P a� -+1- -� i. / IExistin trees onsrce J31 GPROTECTED W- .�.� IArta& ' \�4T2 46,.., R . .i\�7a.i�1k _,,�a ��u6'■. ��� �`- Z &ANY DAMAGE TO THE CROWN,TRUNK.OR ROOT SYSTEM OF ANY •Y, / ���i0 .��� T it T' �■Q,re K 1 P \�/7�; ��.�' �NI�p,{A�l� u� TOTAL CANOPY f F� TREE TO BE PRESERVED AND PROTECTED SHALL BE REPAIRED •( - +'�'� V 1, •. I ,}A*F,v.R1_f"I)j ( O MMED'ATELY IN ACCORDANCE IBM TILE PRACTICES IA THE \ Q ' Ti.' �'� EROSION MD SEGMENT CONTROL HANDBOOK CARE FOR SERIOUS -\ ` • A A_3 4 •i �' n-" A \ ~ m < IN.URE:S SHALL BE PRESCRIBED BY A PROFES$ONAL FORESTER I \ [ `� .: • �A.. `j '�---A ` ���y` 2 PY TMP 61-129 M B'+ a. ; OR TREE SPECIALIST \ /. \ K' :l r r FV- �* F'' 7 • TREES M m 1•GAL SHALL BE STAKED N a. --r --Y-�---N-- _ P 7_� rn,s zs.V4.„„ 00�O � N/F J.C. PENNEY PROPERTIES, t IN 2-2-Ar HARDWOOD STARES y�j " TREES TO BE BE PRESERVED D ARDN BAR HA OVER AERATED BY '"-_ --___ _,_..____ ? ~ of_ _ �� ' �_ •y c TREES OF 4'CA.Oit LARGER SHALL B[ > PONE OT I BAR SHTHL BE DRIVENEVERY YP AND CR FIE BACK 7 y6)--I - }, DB 1908 PG 726 ANC FORTH IN EACH HOLE JET_SOL IS LOOSENED , ~ n��. -_-- / , 1)PY 5 IC ���T' DB 4355 PG 625 _ wTw Wn,3 ERUALLY SPACED,TNSIED. W F. 2 9 SOILS WHICH HAVE BEEN COMPACTED OVER'HE ROOT 7ON_S OF �� V [Ia.CS _ m��y' .__ _ \ a, I 8 AB 30'MAX BUILDING SETBACK Re 5 IV I _ 1ill ` I ^� \, •. IRIRIKMANO UG ORES LOOP HOSE CWRKYDTAPE. N • ,\I�r REFER TO SPECRICADCM FOR 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE Yi 1 T t minter!INFORMATION �6 TEMPORARY EROSION CONTROL PLAN MEASURES REMOVED ERRING . i1• /THE FINAL CLEAN-UP P1 v. ') �!�'/5MV ♦ ,. I ^ p o 1488 3]8 i/00W4 _ �� (5) AB ` ; I ,���y`(((///I/ 71 %4T�Ii..ASL �N>0r''� ' __ }, P a±� �� 4 MV • I ,�;7 � wY6e+Es 6nH RueBEn HosE AHDFENCING AND ARMORING ��Qi Ter,7 Aa Z" :;„ TURNBUCKLES 2/3 UP TREE a 7 AB 4 IV (8)IC ♦ 0�(Id H Q' 2•.Y HARONOW STARES.ALEN : ♦ ��ip�1TP� r 30 %p1 MS wi1(sFlsfTt ainl ma�dCO- ,O I (7� ' TOP OF TAKES 4.,,•, .T E - - -- - ♦` 119 o s'� r_IJlrl LIP is '9 •• 11 I� R///11O a�V I II` q, ,aI MMLa sAcs, 2 1 >�/ / ,P+•, � ,I� 1 IPROPOSED � �10 PROPOSED PA. �i / ^� AMENDED SOIL MIx .`[ EXISTING G BANK Vy/ t� �� ,UMPSTER WITH .�� �L � aw� to�1p`� , HI IIIIF: - t BUILDING AND \_ 49, .4 .:<,- r�• ATi I IL oA 1,*, 3 I L �t! �w ,,• _Ff$Lo� • __ -r••- T V l 2 JV II:1 I o r TAR I ,J''/'7' t1 (�I 1 DRIVE-THRU __ / �1 �.. `PA r� / )P• ' 11 ll�'.I'LJL• wr AHo REMOVE Blwur maM IDv E 1-� ` �L` 1 / >>'I��� �_1� � ������9 sr ��`�� III�II ,/J of BAu As SHONE Ij '� - 4 :�';+M T AR. /+Y -i ° 111E,-=.11, = ull scAmEr suesaL rO 4•: ::: Nuiriti /1-' ( TMP 61 13 f .f - T T 8 1v !� """ I- /. o ror4 _ '`.`�\- I CAVALIER COUNTRY BANK ��i.'-' O�' JV �E - t ��� �i� J o J¢ � COMPAC1Ep 4RICRADE I "i(11/��,jII� 1 DB 527 PC 43 r` d dill ® �___ ► �/� �- r r> '' �•nJ z 4 VVV DB 327 PG 228(PLAT) �'�'�A�� I��,���,wriaj! ��•j��,1� i�' �< V '� DB 468 PG 456(PLAT) L •- 2 - �_ _ `, ' 1 NG OF•G a N�� Evergreen Tree Planting Detail \� i' THE PROPOSED E OF THE EXISTING RETAINING - �., lit.,j v �-.fit+ `.`�joALONG• RNA E Not To Scale Z ee.io \I � ( Al WALLS LL HAVE A CLEAN FINISH WITH 7l\�I/ 7M A'r, - � ,411, �a 'i \% Z MATERIALS TCHING THE EXISRNGWALL 2 AS !^4; Wp�neooatvR��as4tlslIr:ah '� O.I� `19 �oom T:Hoi �!) '.,•'�iasr'7E '�+1�il'.iY r�t'� 1-'ll2�T 1 AR II I /' • TI "/l OM RE STRAW U Ear QA.E RE N e • �\ ; 4� ! #n-7. D / 7�•HAODOCO STAKE Q yr CORRECT METHODS OF TREE FENCING EXISTING TREES ;, sfi % ffi�� �6=1�� � �i I = wraREvmcemAPrnwrro J ��, TO REMAIN \ IPA ! �� i \ ( SCAR/J a BN As sHOAN I .I•N rr.,, 8 JV �id�'�Vrsi 6)IN Z \ a SAUCER To r MH DEPTH N e*r..lt 111111 i i i. - 0� �4�- _ 3)G q ,.vY a. (6)MG7 FINISHED GRADE 01 LL a // • ,_ PROPOSED RETAINING WALL < �I�'�� ,F/ SEE SHEETS 5&7 FOR DETAILS TREES a-CAL OR LARGER SHALL BE 1 1 1 D i0 s GL SHALL STAKED. W N w�� - - - ---- �4t PROPOSED 1 PA (4)IN LLJ MANUFACTURER EAGLE BAY,DIAMOND PRO1. GUYED O.J EWALLY SPADED __J lilt SEGMENTED RETAINING WALL SYSTEM ARO TuRN.CKLLS LOOP Hos. WASTED,413 GAUGE ORE YAM HOSE TREE TI'1 AROLND TRURK ABOYE BRAAaLs 7 li .n 1�'i, �. • PROPOSED LIMITS PROTECTION COLOR.JAMES RIVER = CS OnNT ETaG,WERrEsro mEcs L w �., zg o re1 OF CLEARING FENCING , " AM wroa.nox. A-) ��' TMP 61-134A z a+^\� - (EXISTING AMENDED SOK. IIIIII! + CORRECT TRUNK ARMORING TREELIKE TO N/F ALBEMARLE BANK AND TRUST COMPANY TRIANGULAR BOARD FENCE REMAIN) 0908 ACRES(39,547 SF) a f*I T coMPACTEo sueGRAOE y DB 646 PG 508 W w is Tree Planting and Staking Detail Z a SNisrx V.DBWC Ms 338-2 �.�� EXISTING TREE Not To Stole O O A CANOPY AREA/// ,..1 Q. c c.�T.* . \ TO REMAIN a Q $ c,.,«rFrc>r,eE. R«.-i-a.•r.r,�. 16,800 SF uMr..nms.lnan...�.«,-.r.....i \ N0LL 7 J CJ _ . , 7 ALL TRE£s To Bf PLANTED SHALL MEET THE.SPECYf7CA1/ONS Ll�THE ° i 9'��tl."r1�.s.P«�...n......: �_ " o BE DONE ACCORDANCE Llc 5 M THE A DARNG DF TREES SHALL V Q > BE DONE IN ACCORDANCE NI7H EITHER THE STANDARDIZED LANDSCAPE Q SPEOTFlCARCWS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN' I Z o 0 I..d,,,m:.n,.rP.... ') -, EXISTING CHAINLINK FENCE ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE JQ «:di.`:. S D T R.a....wee..x...e.....wm.. ALONG PROPERTY CANE ° VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS > -.� OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENTIli .."M.�n....e•••�•moo OF TRANSPLANTN(W. t-. S L a*.to-*............. ,.. «..—..r....AAlRo...Y.r...lr O. \ DOMING TREES 2 ALL SNE PLANRNOS OF TREES AND SNRL/BS SHALL B£ALLOWED TO REACH, ^� I o TO REMAIN _ AND BE MAINTAINED AT,MATURE HfIGIT, 1Hf TOPPING Qc 7RtLS/S v1 ��// a PROHIBI TED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY L.T- z """'°""""«"'i`"""'"•""`"•"".•"'. ) .. TO SUPPORT THE OVERALL HEALTH OF THE PLANT W W LE ` _ I / 3 THE LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE 14` D 1.. r+e•.e s+-.++++ ...,........•n.....+.o.aor"R^• '\ TRIANGLE HILL NEED TO BE MAINTAINED IN THE AREA BETWEEN 2'AND 7' Z CO - ABOVE GROUND AS CLEAR ZONE TO PRESERVE SIGHT LINES AND cd cc • ACCOMMODATE PEDESTRIANS N G TMP 61-129 DUSTING GN TREES • " «- N/F J C PENNEY PROPERTIES, INCN. � i TO LANDSCAPING CALCULA AONS. J µ4 z R........ �,u,a.rm.m....ae..+«•.d DB 1908 PG 728 4 CG � DB 4355 PG 625 \\ 7 7�?jA(��T £0!9PB AC): 39.552 SF 955 SF J p(• d $ a .,n....A.. .�•..nE.A...,.r�..,.r.Ka.",��� \ 1 PROPOSED NEW CANOPY 14286Y ° O...,. .:•,+.«_.+a•.,.rn•M•rsl+,*mn.,•�-�>•w=,T.=."...+"_~°.�••• 9 DIVING TREE CANOPY TO REMAIN 1s 800 SF w e•... TOTAL UN-ST)E IEEE CANOPY- 34086 SF p w 3 STREET]FEES y0""'"" TOTAL LINEAR FOOTAGE OF PROPERTY FRONTAGE 160 LF N n t0m"er v..�• ,,...e...w P.ma.=,.«w.,.e.,,.«..n,.s.P e,.s,,,m:,,.,.,.,.... — -_ • TOTAL S/ TOTAL TREET TREES REQUIRED(1 TREE PER}0)=}TREES 1�Ya�Irc TREES PROVIDED= }TREES "17 it"Min:,.r,•.•m=ke,.o.�.ow.em,e.s........e..J.te....u.e..v.vaHe,maw " _ ANTERIOR PARKING CALCULATIONS: U s '�, 7D1AL NEW PARKING AREAS AND IRA VIIWA YS=$I00 Y R` +.,.P«.+ae... ....a..,.•..+..,+«.-..w+eeo•�•.«-r,-n...+«wr•••^^^^ TOTAL lN7ERlG7 UNOSCAPING REQUIRED(5S) 2S5 SF yr ` n� s.....ui.mi•.�«=...e...,Re.req "- 7DTAL/N)ER/OP UNOSCAPING FRONDED=GH SF" o W o TOTAL NUMBER OY PARKING SPACES=TO SPACES g u y!a"1� TOTAL/N)ER/fW UNOSCAPING REOINRED(1 TREE PER 10 SPACES) /7lEE JOB NO. �xH �Q IVS Ro"'�.r ,.R..+,`a+..11 x �I'�'oY•„1" ,W11N""1„ TOTAL INTERIOR LANDSCAPING PROVIDED=?TREES 20 iii192036 .2 11-^/ILI�J" \ ZVZ GRAPHIC SCALE s 8/24/2020 \it + m D ,D >o .o SCALE �comA.C',FIT'■toass,w:..,E R[ ,P,T[I (IN FELT MEET No. - ,..',..,.., ' / 1 Inch= II0 IL 8 E LAN, ?a `►'lam"CL'"I STANDARD LIGHTING DETAIL. beans _. SiteLyter Series `Luminaire Schedule l.'mrog la-- DIr.ct Pa.-Mounted Luminaire Symbol Qty Label Arrangement Ht. Total Lamp Lumens_MAXIMUM FC LLF Description Opy Job Maw Floncontal Lamp gES `f_- S ■> 1 SITELYTER SERIES POLE LIGHT 20' 3000 12 0 1.000 SL-H-40-3-PNA-OM-BFOOTCAtOt6 _I .fJ75ief 44. WSl 0 2 DSXM1 LED MALLPACK 15' 3000 5.0 1.000 MF23-9L-3K-W08COTT R . I•:x_ WS2{D 3 DSXM1 LED MALLPACK 15' 3000 5 0 1 000 MF23-18L-3K-W V Lic No. 036791ACONIFIRUCTICRI ""'a NOTES: a1� 4° i- ......'°0""" f* 1 EACH OUTDOOR LUMNMRE SHALL ELST;000 LUMENS OR LESS AND SHALL BE A FULL CUTOFF LUMINAIRE AND BE ARRANGED OR SHELDED TO •ap uREFLECT LIGHT AWAY FROM ADJOIPING PROPERTIES AND AWAY FROM ADJACENT ROADS THE SPILLOVER OF UGHTING FROM LUMINAIRES rnNAL ... ONTO PUBUC ROADS AND ADJACENT PROPERTIES SHALL NOT EXCEED ONE-HALF FOOTCANDLE u "�`;^..,a... i ALL POLE LIGHTS SHALL BE ad FROM THE GROUND TO THE PROPOSED UGHT FIXTURE THE ad HBGHT SHALL INCLUDE THE BASE OF THE POLE 6 ...n...•A•....ica. SEMINOLE TRAIL - ROUTE 29 3.ALL UGHTRXTURES SHALL HAVE A FLAT LENSE b ELECTRICAL VAR. WIDTH PUBLIC RIGHT-OF-WAY ,-LAMP TYPE SHALL BE LED WARM WHITE LIGHT TO CREATE UERRED UGH1ING ACROSS THE 9TE • 5.FIXTURES SHALL BE BLACK IN COLOR . all �� „••_.....,,� (HIGHWAY PLAT BOOK 1 PAGE 227) FooTEArcLIs _ ROUNTINCI --area �� IT S Por a err a V WY or.VP Ma Kb awl tMIRaMI,*.1II.� .Lk al haVera%awe. ,4...arvwere_.a RaoPos�vooT R 8 r................ a a a ❑ a ❑ a [ Zxo DODD ODE w _ 1aa1 " r W __ an V an _ bb 0,0 0 i 0,1 0,1 0.1 0,2 0.2 0.2 0.1 0,1 �F u.0 ',t O.O ' ' Eao.i.ro&.Mre gawp bend .rear..,_...el.e...a......,... PHIUPS 1 - - I: - '€ ..,n O I .. I o r + : : : : + + 000.0 +0.0 +0.01I1 IN.P CK 4 I a ++ + t + + + 2 o Amber w .x Catalog n, a+a - ---- 0.0 f.l 0.2 0 0. 1 8 1 5 1.3 R. 0.2 Orel 0.0 0.0 0 R R Standard Features \ sm. 15 Specifications Rrwregagaa. ,a-area Far.. Cal w \ + + + + + -e +• ire f + I + + + t d..r..dLr Era• ,� RL.o.wp.aa._•.ve a..Ada_.a..a..n Orel 0.2 0.3 0.4 1. . 4.2 , 2.7" I : 0.3 01 0.0 0.0 0 R 0 area... caw aRAwAJAr.a.aia411b g - - "`S'a"""� °"dI lemIsum, ssaR I ' WS2 30'MAX. BUILDING SETBACK IA11 ad more Ai. SAW maa• -- -,--- c• cn Esrrr.a�p...x n kA_..e....a...aa. l uorr UMW o} W S 1 + 2 _ %r..d..wrr.d-.d o_peodeore a•.. µ(0YrUMIPMoF` q.""•:..1.1 r a:u m,"P'.a:A: �I a' Orel 0.2 0.3 0 I.0 nn �� el,lm re, area � ._.a_.....a®n..M-.. as rig" - - en ' n�ry ola aad to;oe u Mt -eat-<.c�..a...11eam. ��. f` p •+ .vy rem Ina w-Lrdwassu...,rv.aa.atr..s.. a :N Ce .n.��'.a.b udn..�•iabva.__olaa VI u"'e...r...4e ire..: E N_ .lu ao .. . ,de a. � eIi oag..,ula_,.aG. .r,.na.„l + + + + +rio4 PROPOSED BUILDING +j� E�i-m a.rya■.ama 'CYw+et ca aIOa.�b lw •Io •rs . CC 0 0.2 0.3 •.4 1.3 0 E0 - J `�i,. . .Gar- icmn Jv i�.Atl.RHnSG Ga,.rtG Osmanab.,i...aa.alYad ...nn.eead..d Mead And in.. 15 ,'sgto=c1 e�.'-�n~ of 9.ww �' ENVELOPE - PHASE I W N Z tagaa 0 ; 1•11.1.61/0 antra as a.;a W: de6,..,..,.,n._. - �� + + + 0.10 ACRES + W o% p.:.d_... .mdae......- Optional Features 0.0 I .1 0.2 0.3 4 0 1,.. .0 N o a11� THESE FIXTURES ARE MMMED IN THE _ S 1 Q w \ DOWN POSITION w -IV S.sa rune.ua end',moo.• SIP5 -4 �Iur4r ti. I,i/.a.Ir� . o.+.a..Ee 0.0 I.1 0.2 0.3li 1 1 -� > ZaWS2 W 2 > aO Ill Wad�a I . I .- k Jw g,, _. . V::1 _ .a,._,.nn + + + + } + + + " . a+ +,l =.�.�..atw.at..w.�w._.a.n_,.�_ .r_�... ...�ea�.......,...aarra.w,..._._are a..._.nacre... Orel Q.2 0.3 P 1 0. 3 ! 2 Z n. Z .:(:4-4 ao// Wall For...WF23 watl Famzt!YF?3 q' PROPOSED P/L a'T. LL Stupor Cutoff Face Surface Mount,Round 511a1bw Cu1df Fxe AWace am..Rand + + / + 1t } - + • '+R } + i + () MelLIN11N0 �•.,..aw ,.., MNMKT IG ..a..,..,.•a•e,.•w 0. 0.3 0.7 1.1 0.9 1. .4 0.9- .1.1 1 1. 4.6 0.3 2 (.9 RNA sLfFr.aaMRowamtolEuf �p a.k pR.arr - .�i J S Gr.l.R.tsar..a•a..a - . 0 W U E Nes i now /a r� �� Standard Features + + \ + + + + + a + .. ,}II + + + F o eErE "ire. I U.2 .7 2.9 4.2 5.1 0 - •0.4 . 0.4. 4 0.4 .3 0.2 1.1 ' Ce i a�r.dao�a.i..,.. ,.om.c.a n Rom- ca.*Fs Mi � I n_ Z W w 'l3 Specifications aorrr_ay_p1a"sal •..e_..r•.d a W 7 W LLI tire.....-.a..q....o..ru*tan aw.e �01.4arr 4rra9m..rd.amour t ` CO a rat.-. r ,G, ,.real ant wren mod=ram a rort..�.e...""'am,Imo /�`aM""`s0Y1i l mat t..area { + + + + + + + + + + + + ` 0 > _U F on "1"=: =1.-' Lra,RR E,R,ga 0.• 0.3 8 4.4 7.8 8.5 8 0.3 0.2 0.2 .2 Orel Orel CO Z 11i--R_�\� .�,l red me sae ya...a,ya..d.r,,..n,b..,e I asgr I mare - _II I-. o I""1 I_11 LLw.n�� .+.Doe....,d.... ,..dx UMW n mare U-I T I'IILJ1Fa w Aorta. ...pd.a.;.�. I-e 110 { w J w li gores d,nU.�r..ade•.a area �r ®1a�- e.� .,l a 11 CeCL C4 sao...ao.ac 4,aa.d;lpR ta"a-•�Maloble 3. a ••�a....It.1.lm.....:,.-;o..as + + + + + + + + + + + fY. -aa....char amMe,{ra..l,.mr l,Ra .;.La_. =11._�.d..._._..: 1 Q I a w ....a..a.. .a........ m aw a m •a►d r..mv.w..andsIO. p,y Moores 0.0 Orel 0.2 S 7 9_S /YL. 0.3 0.2 .1 Orel 0.0 0 C7 aat�m.. ...ma IA.ew_1.ad 1 w now of A..w bream w n✓. oa as LYaoo.IOC, fah Ca. ..w..M.,oa r -- _ • #'d WatZwwak omar.1. m. R.i CO •1R •i I MI acre OC r --- NIIIIIIMMIIIIIIIIIM { �.ra.d.r.r� raAanat... a, Z U/� .. looft,0 achta�d..gn.._n..n Pan.^ad eared..And lane. \ N V 1 �,1rt, rAn.,,�, .�. .� d a.. = as + + + + } + + + + + + + + + I ..liana.. n.bad. 4a....ram 0.0 0 1 0.2 ore, ,,., Lana 0.2 0.1 0.1 0.0 0.0 1.0 1 a, `' moral U . ' Ilk THESE FIXTURES ARE MIMED RI THE + + f + + + + + + + + + + + + + 1 Q -�- DOWN POSITIOM. SW.l..a.ae It.rdr7N,..,.. LL i H Qa \ - wyi. f8=1 0, 0.0 Orel 0.1 0.2 0.2 0.3 0.2 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 ; JOB NO. 'Z la utaiu. 1- 192036 ...9Cc Eaw GR-I IC SCALE SCALE 0 -4 / ' + + + + + + + + + + + + + + © Irn..,. ...t. w"Tn 1 ura..I 1.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0 0 0.0 0.0 0.0 RE NuImmo >n mium1H s 20' S area••. mo� ...:�....0.mown-.'......�a..�... _a ere._maw....ma.W.•a...n.a.a.._..."._..�.. / 1-. 7a>• SHEET ra 1< t L• toln 9 10- 72- 2AA