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Home My WebLink AboutARB201600074 Plan - Submittal (First) 2014-11-05— - a �rrx o � I SIGNS PLANT SCHEDULE __' / ,�`��.��`'' _ 03CDk",ILIR57 CANOPY OVAL OF THE PRIVATE ROADS I / I Na. 0357P1 a BOTANICAL COMMON NAME SIZE QUANTITY COVERAGE (sf) OF THE GPLANTING STRIPS TO,(� (s f) ROADWAYS IS ALSO INCLUDED — I I y y�-\` OAD PLANS. / s ILEXxNELLIE R STEVENS NELLIE R STEVENS HOLLY 5'-7" HT. 44 4 88 — j — —.� f VIBURNUM BIRKWOODII BURKWOOD VIBURNUM _ ' -" - :VIEvolution i 30" HT. MIN. 22 8 176 _ I — _ _ _ I _ � i N5,°", �=b'sae ' — � II/ Monument r Ve VDOT STD CG -u _ _ 963/8"CABINET 12" .. — NOTE THE SALE OR STORAGE OF PETROLEUM PRODUCTS SMALL SATISFY THE REQUIREMENTS ESTABLISHED BY THE FIRE PREVENTION CODE OFTHE - — - --- - - -- — — — --- - --- NS -- - - — -_ (��-11//(/] NATIONAL BOARD OF FIRE UNDERWRITERS AND THE LATEST EDITION OFTHE TMP-032G0.00-00-00100-'iMPb31G0.OB-002100A0- -- — _ — - ED '.� o k 8 m "FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE, NEPA3o" OFTHE NATIONAL woo0SOCI ASSOCIATES I wooDeOCI ASSOCIATES INC es ASSOCIATION INC l_PROPOSEDWOODFN FENCE ASSOCIATION INC 'w FIRE PREVENTION ASSOCIATION. D.B. 4487, PG, III SEE SHEETS FOR DETAIL D. B. 4111, PG. 477 o � - N ZONED; PRD ( ZONED:PRD NOTE: DAYTIME o ,a '�.., Mb..,eo Z O 1wy USE: OPEN SPACE USE; OPEN SPACE INTENSITY SHALL BE o w u Q r u __ LIMITED TO 70R OF O' F F- RETAINING WALL TYPE: 11�� 1�1� E� z m ANCHOR DIAMOND PRO _ - �- - - - - - - MAXIMUM; NIGHTTIME INTENSITY SHALL BE F� �� - firms r r �. r -�.-ter -. r r GRAVITY RE( -NTNG WALL�-�- __ _-- _ __-- LIMITED TO 16% OF 1A EXISTING zo'AND USE BUFFER - r -'alp MAXIMUM INTENSITY III K 11«J 1 SEE SHEET B FOR APPROVED MITIGATION PL0MNG �! � -- F _--- WITH AUTOMATIC �t+-a �..� 1 o WALL M PROPOSED- - DIMMING AT DUSK. t I N ASSOCIATED WITH THE PROPOSED BUFFER 3 r '!. ---"'~ - UNDER SUB -Lu > DISTRIBUTION FOR THE ROAD CONSTRUCTION zox4-65 /� %� �Q K_ - SEE STRUCTURAL ENGINEERING PLANS PROVIDED BY W ASSOCIATED WITH SUB-ao%4-66. "" y a- CIRCEl _ WALLS ERINGI, SH - OF THE PROPOSED P N -_ LL HAVE R, PER ,. .. „ . —y i ._. _ ° r,.. _.�.r __ _ -. - • �•50 - - 17 NEATX L EOD-GRID CAN�6 CU7 M THEV �ANTING$AND LANDSCAPING. OU '¢ in ' 1 . . � .,. _ • _— _._-.. __.— _.� -�- _ir_' - -WALI tl;-gANCHOR 8'DIAMOND PRO BLOCK - EERIANG PL - - - . ENGI -GRAVITY RETAINING WALL, COLOR: RICHMOND_ __-- -_ amu.~ ---•---_w---. -:^--.--• -.-.---__ _._, ._ se,wss 7- SEE _-- -, , _MAX. WALL HEIGHT a i3�. SE FOR _ -r _=i`.-_ - E SHEET 6 CROSS-SECTIONS &DETAIL$ - S" PROPOSED OULDE_RVIEW ROAD (47 PRIVATE R.O.W.) _ _ _-- �3w0.--- - B" DI WATERLINE - _ 20+00 =�"io UNDER SUB-2o3p•66 z„oo v 'I 2 PROPOSED UNDER SUR-zou-66 x2,OL - - SOR--1�� "W -`rte - - VDOISTO.CG-ss - - -�� -- . __ u z2+So .. .. PROPOSED - . . Yy .'1I i T 7D. CG -u I _ —_-w. SOL=zBa'w}---.+ w- .; w VDOT S w w.— .lw+ �-w -vi -_w -.--w _-.. w -___—.w STOP SIGNW__ ...... - _ -- - - - TO URB _ -Sol- - zgo ._ 2 �. _ --� _.y = OWN U - �- - LANDSCAPING AREA,\ I ''�. :. _ —T- SHSU$-za2yHi6, _ JJ DSCAFSEE E77 _ ^_ WATERS RVICE LINE _- - —~ ~PROPOSEDiih' J ' R _ - _ .. - 'L + I - - - -""'T` a -' - & t' WATER METER. FINAL WATER METER '\ VDOT STD. CGaz-= '�” t - 17 -e, _SIZE TO BE VERIFIED BY THE ACSA. PROPOSED VDOT - ^p rYi VDOT STD. CG -Ls R �- i' C"i ENTRANCE.-.' . h CG.,uEPROPOSEDVDOT BFPTOB_ LOCATED WITHIN THE BUILDING. -CG•.uFSlTRA — - VDOTSTb.CGaz PROPOSED FIRE � � 9 HYDRANT UNDER - 44 "'ATAL AF- 3g• _.-:_ y. -. - SUB -2014-66 PROPOSED TOTAL 66{ % T • i A -rcd�. - J�—� I ... .... -- s-. �. 1.93 AC_� PROPOSEDVDOT. ....- _ ... IE ... ... ..PROPOSED DUMPSTER PROPOSED _ o .. -. -. STOP PAD AND ENCLOSURE..I °.� i3' -i I '�'1 , °. ,ua• p� • / �' /, S . 1 - ( i• N J / PROPOSED CONCRETE PASIGN PROPOSED D - .. _ SEE DETAIL, SHEETS 1 �•: SEE DETAIL, SHEET 5 _ STRIPE HATCHING .. PROPOSED I ) ` SIDEWALK TRACT B BRIAR ASSOCIATES 1 -} I L1 :r `I y ,_,� � ,..•.I I ��... � r c c �Iv ' � /�.. ��. .. . r.SOCIATION INC r.IAP 32G PARCELS s. s •'I I' - °,i+ > U, 3833, PG 247 w 1. GAS PUMPS I' C3AS PUMR "- C j0 _ ZONED: C-1 CIL / 7 WALL HEIGHT = ISEVACANT .. L I. .. 1 - I!I�-■ .. O.. ,� Y ,�1�' // / / I ;! . . SEE STRUCTURAL ENGINEE ° ,: _'-QRCEO GEOTECHNIULEN (z) LOADING SPACES I - I - k _ / i2'x3o'TYP. 1 ...... dz --r--''�--•* .. i - - -6z "�- - PCONCRETE 9 WGINEERING HAVE GE - k ENGINEERING PLANS GEO A3PHALT PAVING ...: ...� .. �. SIDEWALK... /l /r IF IF I'. OF THE PROPOSED PLANTA I ..PROPOSED CANOPYPROPOSED CONCRETE PAD. 1 T• -CANOPY SEE SHEET b I / J L l OVER CONCRETE PAD - PROPOSED RELOCATION COLUMNS _PROPOSED DETAIL, SHEET 5 -g- It I. ' li PROPOSED CONCRETE PAD FOR - - .g _PROPOSED VDOT - - I PROPOSED PRIVATE VAR. VDOT STD. CG-= i / -OF EXISTING FIRE HYDRANT , .. .+ UN D£RGROUND STORAGE TANKS--- +''B STD.CG-6 (IYPJ - I�� -WIDTH SWM, DRAINAGE UNDER SUB -2o%4-66 , SEE DETAIL, SHEETS y:.; _ (... ... .... . �.... .... / 8 ACCESS ESMT. NE IE R STEVENS HOLLY '. '. 'p... I - -�.,. .. - "7 .. ,�'� ..I -..•I aJ,V ILEX x 'NEWE R STEVENS' r. (2) NEWX. ALL HEIGHT.6Y E R STEVENS HOLLY ' V I>'IB)®I ILEX x 'NEWE R STEVENS°. 1./ I 41 u -°'(5) VIBURNUM BURKWOODII 45 ,/ ! WALLS #2 Oz PROPOSED �•�. / NOTE: CONCRETE SLAB TO EXTEND PROPOSED `.� - BURKWOOD VIBURNUM ( B r - - UNDER SUB-2oi4-66 - f '• AT LEAST 20 HORIZONTALLY = '-PLANTING DRAINAGE BEY ON THE STORAGE TONKS CURBC ISLAND J �- EASEMENT t J, -- _-- -- _ r3.Q -- .- IV (TYPICAL) .. ..- _ -- — — -- - -. --- - ---_ -_. .. _-. _ -� t' - - WALLS 92&Iz-ANCHOR8°DIAMOND PRO BLOCK I ENTRANCE CORRIDOR LANDSCAPING. SEE SHEET 7. I - �. yl?:. _•'� r -a ..GRAVITY RETAINING WALL, COLOR: RICHMOND O5$ -SECTIONS & DETAILS (4)VIBURNUM BURKWOODII __...._._ ------------ �8'-6 PROPOSED LOCATION • ;'-- BURKWOOD VIBURNUMM_ —� -` VDOT`T'" ` PROPOSED ADDITIONAL LOCATION -` PROPOSEDUNDERGROUNb° DETENTION roCENTER. OF 8'X12' SIGN #1 _ _ _r ✓ OF 8' X 1 2' SIGN #2 �* GASAGASONA WPO PLAN EXISTING, --. FOR DESIGN INFORMATION LUT1L'TY 'r NOTES: i. CONTRACTOR SHALL VERIFY ALL PROPOSED TIE-IN ROAD CONNECTIONS TO THE EXISTING ROADS. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE EXISTING ROADS AND/OR CURB AND GUTTER AND THE PROPOSED ROADS, CURB & GUTTER. CONTRACTOR SHALL CONTACT ENGINEER TO INSPECT CURB AND ROADWAY TIE-INS TO EXISTING ROADS, PRIOR TO ANY CONCRETE OR PAVEMENT BEING PLACED. 2. CONTRACTOR SHALL VERIFY CURB ELEVATIONS ADJACENT TO THE SANITARY SEWER MANHOLES TO ENSURE THAT MANHOLE TOPS ARE _ - - CONSISTENT WITH THE ADJACENT PROPOSED CURB ELEVATIONS. 3. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL ROADWAYS, PARKING LOTS, ALLEYS, MANHOLE TOPS AND DRAINAGE - - -- _- -- STRUCTURES PRIOR TO INSTALLATION OF CURBING, DRAINAGE, OR UTILITIES TO COLLINS ENGINEERING FOR REVIEW AND APPROVAL PRIOR _ TO CONSTRUCTION. COLLINS ENGINEERING SHALL VERIFY ALL SURVEY SHEETS TO ENSURE POSITIVE DRAINAGE AND PROPER ELEVATIONS FOR CONSTRUCTION. SOUTHBOUND LANE 4. ENTRANCES TO PARKING AREAS FROM PUBLIC STREETS OR PRIVATES _ ROADS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH - -- - - ---- -- - T_ T VOOT REGULATIONS. - _e w.._ _.._ w -_-W—_._. --W -__-.. W .._._W W-- W POLE r Y •@ V i B � scN cc6p0ys sccT ONSIGN ;"T SECTION 1 PROPOSED UNDER SUB -2o14-456 ACSAGENERAL WATER& SEWER CONDITIONS WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSRILE FDR NOTIFYING THE PROPER ACSA OFFK;IAL'5 AT THE START OF THE WORK. L THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF TH E PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY, I 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OFTHE GENERAL WATERAND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4• DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (2 -Bao -55z-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALLWATER AND SEWER APPURTENANCES ARETO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. .9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. -F• 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY4, 2oB4 (SENATE BILL 3874 WHICH AMENDSTHE SAFE DRINKING WATER ACT). _._ SIGN DIMENSIONS ADDED TO APPROVED SITE PLAN FROM COLLINS ENGINEERING. - SIGN #1 LOCATION IS AS SHOWN ON APPROVED PLAN BUT ROTATED 45°. - SIGN #2 IS AN ADDITIONAL SIGN SEMINOLE TRAIL U.S. ROUTE 29 - - - -- (VAR. WIDTH ROW) _yy.. __ W V,r '_� ! Lv'-.. NL -----W --- VV' —AP�i1C SCALE ',p w { TR FEET ) 20 fi_ W ,V — v a a 51 Am. I_I uj I~i z F-1 LL. In 1 UJ J 0� t°—+I Z) O Q Q 0 meQ ]OB NO. 122076 1'=20' SHffT NO. 3