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HomeMy WebLinkAboutSDP201400018 Plan - Approved 2014-04-15SITE STATISTICS: ADDRESS: 1626 RICHMOND ROAD ZONING DISTRICT: HC (HIGHWAY COMMERCIAL) DISTRICT TAX PARCEL NUMBER: 07800- 00- 00 -05SA8 OVERLAY DISTRICT: EC (ENTRANCE CORRIDOR) DISTRICT MAGISTERIAL DISTRICT: RIVANNA CURRENT USE OF SITE: VACANT BUILDING WITH PARKING LOT PROPOSED USE OF SITE: RESTAURANT WITH DRIVE THRU SITE AREA: 60,951 S.F. OR 1.40 AC. OPEN SPACE: 42,902 SF/ 0.98 AC. (44 %) F.A.R.: 7% PARKING AND ACCESS AISLES: 22,094 SF DISTURBED AREA: ON SITE: 60,951 S.F. OR 1.40 AC. OFF SITE: 24,556 S.F. OR 0.56 AC. TOTAL AREA OF DISTURBANCE: 85,507 S.F. OR 1.96 AC. PRE - CONSTRUCTION AREA STATISTICS: 10 AREA OF INTEREST: 97,670 S.F. OR 2.24 AC. TOTAL IMPERVIOUS AREA: 44,480 S.F. OR 1.02 AC. (46 %) TOTAL PERVIOUS AREA: 53,190 S.F. OR 1.22 AC. (54 %) POST - CONSTRUCTION AREA STATISTICS: EASEMENTS 51,192 SF AREA OF INTEREST: 97,670 S.F. OR 2.24 AC. TOTAL IMPERVIOUS AREA: 54,768 S.F. OR 1.26 AC. (56 %) TOTAL PERVIOUS AREA: 42,902 S.F. OR 0.98 AC. (44 %) BUILDING COVERAGE: 4,835/97,670 = 5% PAVEMENT /SIDEWALK COVERAGE: 49,933/97,670 = 51% SITE CANOPY REQUIREMENTS: PARKING LOT 1 TREE PER 10 SPACES: COVER SHEET NUMBER OF SPACES 63 TREES REQUIRED 7 TREES PROVIDED 10 PARKING LOT LANDSCAPE COVERAGE: GRADING AND DRAINAGE PLAN COVERAGE REQUIRED 1,150 SF (5 %) COVERAGE PROVIDED 1,339 SF (5.8 %) TREE CANOPY COVERAGE LOT AREA OUTSIDE EASEMENTS 51,192 SF CANOPY REQUIRED 5,192 SF (10 %) CANOPY PROVIDED 9,131 SF (17.8 %) REFUSE COLLECTION: PRIVATE WATER SERVICE: PUBLIC DOMESTIC WATER DEMAND: 60 GPM (MAXIMUM) FIRE DEMAND: 2,000 GPM SPRINKLER DEMAND: N/A SEWER SERVICE: PUBLIC SEWER DEMAND: 50 GPD / SEAT * 116 SEATS = 5,800 GPD (AVERAGE) 6.04 GPM LS -1.0 5,800 GPD x 2.5 (PEAK FACTOR) = 14,500 GPD (PEAK) 15.10 GPM FRONT YARD SETBACK: 30 FEET (RICHMOND ROAD) LEFT YARD SETBACK: 20 FEET (N. PANTOPS PRIVATE DRIVE) RIGHT YARD SETBACK: 20 FEET (ROADWAY EXTENSION); OTHERWISE 10' REAR YARD SETBACK: 20 FEET (ROADWAY EXTENSION) LANDSCAPE BUFFER WIDTH 10 FEET ACCESSORY STRUCTURE HEIGHT(S) N/A HEIGHT OF BLDG 65 FEET. IF GREATER THAN 35 FEET IN HEIGHT, SETBACK INCREASES 2 FEET FOR EACH 1 FOOT OF HEIGHT OVER 35 FEET ACCESSORY STRUCTURE: 6 FEET SIDE AND REAR YARD # OF BLDG STORIES 1 VERTICAL DATUM: NAVD 88 HORIZONTAL DATUM: VA. STATE PLANE COORDINATES SOUTH ZONE (NAD 83) .. � f "p, 731 - (1994 VIRGINIA HARN) U.S. SURVEY FOOT. BENCHMARK: STATION 122 GIPS DERIVED ELEVATION (NAVD 88) = 523.4 FLOOD ZONE THIS PROPERTY APPEARS TO LIE IN FLOOD ZONE "X "(AREAS DESIGNATION(S) DETERMINED TO BE OUTSIDE THE 0.2% ANNUALCHANCE FLOODPLAIN), AS SHOWN ON THE FLOOD INSURANCE RATE MAP (FIRM), MAP NUMBER 51003CO289D, EFFECTIVE DATE: FEBRUARY 4, 2005. PARKING REQUIRED 13 SP. PER 1000 SF (4,835 SF) PARKING PROVIDED ON SITE: 10'x18' STALLS: H/C ACCESSIBLE PARKING STALLS: TOTAL PARKING SPACES PROVIDED: LOADING SPACE / AREA: NOTE: THIS SITE DOES NOT FALL IN THE CBPA. 63 60 3 (2 +1 VAN ACCESSIBLE) 63 1 F:\Acad \Dwg \22100 \PLOT SET and current dwgs \22100_slte plan- alt.dwg, C -1.0 COVER, 2/21/2014 10:57:16 AM, 1:1, JB SHEET INDEX: C -1.0 COVER SHEET C -1.1 BOUNDARY AND TOPOGRAPHIC SURVEY C -2.0 SITE LAYOUT PLAN C -2.1 CROSS SECTIONS C -3.0 GRADING AND DRAINAGE PLAN C -3.1 DEMOLITION PLAN C, -3.2 E &S CONTROL PLAN C -3.3 EROSION AND SEDIMENT CONTROL DETAILS C -4.0 CHICK -FIL -A STANDARD DETAILS C -4.1 CHICK -FIL -A STANDARD DETAILS C -4.2 CHICK -FIL -A STANDARD DETAILS C -4.3 SITE DETAILS C -4.4 SITE DETAILS C -4.5 SITE DETAILS T -1.0 DEMOLITION PLAN T -2.0 TRAFFIC SIGNAL DESIGN T -3.0 NOTES AND DETAILS LS -1.0 LANDSCAPE PLAN 1 -S -1.1 LANDSCAPE DETAILS PS -1.0 UTILITIES PLAN ES -2.1 PHOTOMETRIC PLAN ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMITS SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAUVERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS 111. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). UTILITY CONTACTS: TRAFFIC ENGINEERING AGENCY: VIRGINIA DEPARTMENT OF TRANSPORTATION, CHARLOTTESVILLE RESIDENCY ADDRESS: 701 VDOT WAY, CHARLOTTESVILLE, VA 22911 CONTACT: JOEL DENUNZIO, P.E., RESIDENT ENGINEER PHONE: 434 -422 -9373 FAX: 434- 984 -1521 EMAIL: JOEL .DENUNZIO(rDVDOT.VIRGINIA.GOV SANITARY SEWER & WATER AGENCY: ALBEMARLE COUNTY SERVICE AUTHORITY ADDRESS: 168 SPOTNAP ROAD, CHARLOTTESVILLE, VA 22911 CONTACT: ALEX MORRISON, CIVIL ENGINEER PHONE: 434 - 9774511, EXTENSION 116 EMAIL: AMORRISON@SERVICEAUTHORITY.ORG STORM DRAINAGE & EROSION CONTROL AGENCY: COMMUNITY DEVELOPMENT, ENGINEERING DIVISION ADDRESS: 401 MCINTIRE ROAD, NORTH WING, CHARLOTTESVILLE, VA22902 CONTACT: MICHAEL KOSLOW, CIVIL ENGINEER II PHONE: 434. 296 -5832, EXTENSION 3297 FAX: 434- 972 -4126 EMAIL: MKOSLowoALBEMARLE.ORG GAS UTILITY AGENCY: CHARLOTTESVILLE GAS ADDRESS: 305 4TH STREET NW, CHARLOTTESVILLE, VIRGINIA 22903 CONTACT: IRENE PETERSON PHONE: (434) 970 -3812 FAX: (434) 970 -3817 EMAIL: PETERSON @CHARLOTTESVILLE.ORG ELECTRIC AGENCY: DOMINION VIRGINIA POWER (DVP) ADDRESS: 1719 HYDRAULIC ROAD, CHARLOTTESVILLE, VA 22901 CONTACT: A. J. BOWMAN PHONE: DIRECT - (434)326 - 23481(540)752.2064 TELEPHONE AND INTERNET SERVICE AGENCY: CENTURYLINK (OTHER OPTIONS AVAILABLE) ADDRESS: NOT IDENTIFIED AT THIS TIME CONTACT: TROY HARDING PHONE: (434)974.6928 CABLE AGENCY: COMCAST (OTHER OPTIONS AVAILABLE) ADDRESS: NOT IDENTIFIED AT THIS TIME CONTACT: NOT IDENTIFIED AT THIS TIME PHONE: IBM) 266 -2278, CALL TO ARRANGE STARTUP. SITE DEVELOPMENT PLAN / I • STORE #03187 AT 1626 RICHMOND ROAD ALBEMARLE COUNTY, VIRGINIA 22901 VICINITY MAP Ste: 1 ' =2DOO' I OWNER/ DEVELOPER NAME: CHICK- {=IL -A, INC. ADDRESS: 5200 BUFFINGTON ROAD ATLANTA, GA. 30349 CONTACT: MATTHEW STELLMAKER PHONE: (404) 684 -8654 FAX: (404) 765 -8954 EMAIL: MATTHEW.STELLMAKER @CHICK - FIL -A.COM IB M P DATA,., RUNOFF FROM THE SITE SHALL BE CONVEYED THROUGH ON SITE FILTERRA SYSTEMS NOTE: PROPOSED FRANCHISE UTILITIES SHALL BE LOCATED UNDERGROUND UNLESS SPECIFICALLY NOTED OTHERWISE. NOTE: A VPDES GENERAL PERMIT REGISTRATION STATEMENT- CONSTRUCTION ACTIVITY STORMWATER DISCHARGES (FORM DCR 199 -146) HAS BEEN SUBMITTED FOR THIS PROJECT AND A CONSTRUCTION GENERAL PERMIT (HEREINAFTER REFERRED TO AS THE VSMP PERMIT) IS ANTICIPATED TO BE ACQUIRED PRIOR TO AWARD OF THE CONTRACT FOR CONSTRUCTION SERVICES. THE VSMP PERMIT IIS ISSUED TO THE CONSTRUCTION OPERATOR IDENTIFIED IN THE GENERAL PERIV41T REGISTRATION STATEMENT. THE GENERAL PERMIT REGISTRATION STATEMENT IDENTIFIES THE CONSTRUCTION OPERATOR FOR THIS PROJECT TO BE THE PERSON HAVING DIRECT OPERATIONAL CONTROL OVER CONSTRUCTION PLANS AND SPECIFICATIONS, INCLUDING THE ABILITY TO MAKE MODIFICATIONS TO THOSE PLANS AND SPECIFICATIONS, I.E. THE CIVIL ENGINEER OF RECORD: J. GREGORY DOIDD, P.E. BEFORE ANY LAND DISTURBING ACTIVITY CAN BEGIN, PERMIT COVERAGE SHALL BE TRANSFERRED FROIM THE ENGINEER TO THE PERSON WHO HAS DAY -TO -DAY OPERATIONAL CONTROL OF THE ACTIVITIES AT A PROJECT THAT ARE NECESSARY TO ENSURE COMPLIANCE WITH A STORMWATER POLLUTION PREVENTION PLAN FOR THE SITE OR OTHER PERMIT CONDITIONS (I.E. THE GENERAL CONTRACTOR). THE GENERAL CONTRACTOR AWARDED THIS PROJECT SHALL SUBMIT AN ORIGINAL SIGNED VSMP GENERAL PERMIT FOR DISCHARGES OF STORMWATER FROM CONSTRUCTION ACTIVITIES (VAR10) TRANSFER AGREEMENT (FORM DCR 199 -191) TO THE DEPARTMENT OF CONSERVATION AND RECREATION (DCR). THE ORIGINAL SIGNED / EXECUTED FORM SHALL BE SUBMITTED VIA MAIL TO THE DCR AS REQUIRED. THE TRANSFER AGREEMENT (FORM DCR 199 -191) IS INCLUDED IN THE APPENDICES OF THE STORM WATER POLLUTION PREVENTION PLAN (APPENDIX M). APPLICATION FEES FOR THE VSMP PERMIT HAVE BEEN PAID AND NO ADDITIONAL FEES ARE REQUIRED TO EXECUTE THE TRANSFER AGREEMENT. CONSTRUCTION PLAN ASSIGNMENT RE: CHICK -FIL -A RESTAURANT THE UNDERSIGNED ENGINEER /FIRM AGREES THATTHE CITY OF CHESAPEAKE SHALL HAVE THE RIGHT TO USE THESE PLANS TO COMPLETE: THE PERMANENT PHYSICAL IMPROVEMENTS IN THE EVENT THAT THE DEVELOPER DEFAULTS IN HIS OBLIGATIONS TO COMPLETE THESE FACILITIES AS REQUIRED BY CITY CODE. THE UNDERSIGNED ENGINEER ALSO AGREES THAT THE CITY MAY USE THESE PLANS FOR "AS BUILT" RECORDS AS NECESSARY. THE ENGINEER /FIRM FURTHER AGREES THAT THESE RIGHTS TO USE THE PLANS SHALL BE PROVIDED WITHOUT COST TO THE CITY. NAME: J. GREGORY DODD P.E. TITLE: VICE PRESIDENT HORTON & DODD. P.C. SIGNATURE: DATE: 10 -18 -13 CONSTRUCTION PLAN STATEMENT RE: CHICK -FIL -A RESTAURANT THIS IS TO CERTIFY THAT THE SEWER FLOWS FOR THIS PROJECT WERE DESIGNED IN ACCORDANCE WITH THE REGIONAL TECHNICAL STANDARDS. NAME: J. GREGORY DODD P.E. HORTON & DODD, P.C. SIGNATURE: TITLE: VICE PRESIDENT DATE: 10 -18 -13 TOLERANCE NOTE: CONTRACTOR SHALL INSTALL ALL UTILITIES TO THE TOLERANCES REQUIRED BY ALBEMARLE COUNTY AND AS SHOWN ON THESE PLAINS, SPECIFICALLY: ALL STORM DRAINAGE SHALL BE INSTALLED TO WITHIN 0.10' (ONE TENTH OF A FOOT) OF THE ELEVATION SHOWN ON THE PLAN, OR AS SPECIFIED IN WRITING BY THE CITY. MINIMUM SANITARY SEWER SLOPES SPECIFIED ON THE PLAN ARE ABSOLUTE MINIMUM; LESSER SLOPES WILL NOT BE ACCEPTED UNLESS APPROVED IN WRITING BY THE COUNTY. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CORRECTION COSTS (I.E. PLAN REVISION, PHYSICAL CORRECTION, ETC.) REQUIRED AS A RESULT OF INSTALLATION NOT MEETING THE REQUIRED TOLERANCES. NOTIFICATION NOTE: THE CONTRACTOR SHALL PROVIDE WRITTEN NOTIFICATION TO ALL PROPERTY OWNERS AND RESIDENTS OF PROPERTY ADJACENT TO A DEVELOPMENT OR OFFSITE IMPROVEMENT(S) IN ACCORDANCE WITH THE FOLLOWING REQUIREMENTS: 1. PROVIDE A 30 -DAY ADVANCED NOTICE TO PROPERTY OWNERS FOR CONSTRUCTION WITHIN THE RIGHT -OF -WAY WHEN PRIVATE IMPROVEMENTS ARE AFFECTED OR PAVEMENT WIDENING WILL OCCUR BETWEEN THE EXISTING PAVEMENT AND THE PROPERTY OWNER. 2. PROVIDE A 30 -DAY ADVANCED NOTICE IF ANY( CONSTRUCTION IS OCCURRING ON OFFSITE PRIVATE PROPERTY (INCLUDIING EASEMENTS). 3. WHEN PRIVATE IMPROVEMENTS ARE AFFECTEED, THE NOTICE MUST INDICATE THE IMPACT ON THE PRIVATE IMPROVEMENITS. PRIVATE IMPROVEMENTS INCLUDE, BUT ARE NOT LIMITED TO, IMAILBOXES, FENCES, ENTRANCES, LANDSCAPING, ETC. 4. NO NOTICE IS REQUIRED FOR CONSTRUCTION THAT IS LIMITED TO THE DEVELOPMENT SITE AND RIGHT -OF -WAY WHERE PRIVATE IMPROVEMENTS ARE NOT AFFECTED. 5. IN LIEU OF A REQUIRED 30 -DAY NOTICE, THE (CITY WILL ACCEPT A SIGNED ACKNOWLEDGEMENT THAT THE PROPERTY OWNER IS SATISFIED THAT THEY HAVE BEEN PROVIDED AN EXPLANATION OF THE PROJECT SCOPE OF WORK. TH oz, H mm LEGEND EXISTING PROPOSED ASPHALT PAVEMENT I BUILDINGS 1 W � ___t L_ I___ CATCH BASINS, CURB INLETS .., CONCRETE "m CONCRETE CURB AND GUTTER _______. - •■ ■ ■ ■ ■ ■ ■ ■ ■ CONCRETE CURB AND GUTTER, REVERSE sa - to CONTOURS, INDEX - 9 CONTOURS, INTERMEDIATE -- - - -y- DITCH OR SWALE FLOWLINE ® DROP INLETS - - - - - - - - EASEMENT LINE - - b �--- -1 EDGE OF WATER -x- - x - FENCE, CHAIN LINK OR BARBED WIRE -- - -- - n - FENCE, WOOD, METAL OR OTHER Y FIRE DEPARTMENT CONNECTION FIRE HYDRANT FLARED END SECTION GAS LINE .. � f "p, 731 - GRAVEL t q_ (� HANDICAP PARKING LIGHT POLE 0 MANHOLES MON(F) (FOUND) ■ MoN(s) (SET) MONUMENT ¢ - - -- OCTV -- OVERHEAD CABLE TV - -- - - - -OE -- OVERHEAD ELECTRIC - - - - -- r-_ - -- - -OT -- OVERHEAD TELEPHONE -- %¢ - - -- OE/T -- OVERHEAD ELECTRIC & TELEPHONE -- OT /C -- OVERHEAD TELEPHONE & CABLE OE /T /C -- OVERHEAD ELECTRIC, TELEPHONE & CABLE PAVEMENT MILL AND OVERLAY PAVEMENT PATCH OPIN(F) (FOUND) AP /N(S) (SET) PIN POWER /UTILITY POLE ------ - POWER POLE WITH LIGHT - - - - PROPERTY LINE # RIGHT -OF -WAY LINE XXX - REMOVE AND DISPOSE Alz3 RIP RAP SAF SAFETY FENCE - - -- - -5_- SANITARY SEWER .:. SANITARY SEWER CLEAN -OUT - SETBACK LINE G14.5 rclaso ! - FL14.00 SPOT ELEVATIONS STORM SEWER TRAFFIC SIGNAL POLE § h1�r► R TRAFFIC DIRECTION ARROWS - ---- - -- -- - TOE OF SLOPE __._..____._ ___..___. - -• - -•- TOP OF BANK �-- `�` --_ -� CTV UNDERGROUND CABLE TV �� -- E UNDERGROUND ELECTRIC -FO- UNDERGROUND FIBER OPTIC _- ------------- ,,.________ T UNDERGROUND TELEPHONE -►� VALVES �w WATER LINE -� WATER METER NOTE: THIS PLAN DOES NOT GUARANTEE THE LOCATION OF EXISTING UNDERGROUND UTILITIES. CONTRACTOR TO DETERMINE ACTUAL LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO MOBILIZATION. IF CONFLICTS EXIST, NOTIFY ENGINEER. BEFORE DIGGING CONTACT "MISS UTILITY" AT 811. PLAN APPROVAL 4� 0 c; oP �7o� 1?4, r • - �'7 4L' ,' �. .h WOODED AREA r n iJ 9 p , '• ���• _ cy t „.., /YpC , �� ^� g 4 / �g SMH G NO ti 3825 R /M= 543.55 ` 1 T.B.M. /NV� p A8 5 _^ - sso TOP OF CURB ^w NAVD 88 553 . ^ ^, ^. ^ , 1 EXlS11NG C/L OF 20 .. ^� WATER LINE EASEMENT o9 k g`Y 5a fr tiLG / ,.. ,. _540 _� � h �� ^� _ _..._.__ 4 D.B. 1076, PG. 24 �° g k F) _ �a g - 4G f _ k J -35"32!09 E . ^ c 20.Q0'(PtIF) W� °�' LOT D s° _ ^..,_.. _ _ F� ` ~° �• e RN s E EnNC 3o' \ PLAT SHOWING SUBDIVISION FOR 5 TAX MAP 78 PARCEL 55A4 TC 540.07 ,., . _ ^ _. , ^, ^,_ ^_._. l G , a .B. 2 GR GS J-76 FAS6WA7 _. ^. �" '—'+ �' 503 P 7J-76 539.57 5 GRAVEL 76 \ THE LUXOR LLC PROPERTY AND o %" ro \ R/W DEDICATION FOR TMP 78F -1 -A Q GRAVEL XrC 539.78 j _ G WOODED AREA NORTH PANTOPS TOWNHOUSES, LLC. PROPERTY TC 538• f ' TELEPH NE D.B. 3683, PG. 570 -572 (PLAT) It PEDE 8. G NOW OR FORMERLY rC 53 .4z -.•� .,'� ` � }'` � r FL 538 30 °' � � ti �j a ,�j�„��3, �s ����G �� q � } �� k � ? � LUXOR LLC 53s.3s a 4� I �� �g- `o'er D.B. 3687, PG. 302 N -` odALr .�;, i G��n, o? o \ PARCEL ID: 07800- 00- 00 -055AD ENT W a 5 29.4 } }i qG ��G•0 0 ZONING: Cl, HC, PDMC �5E►� 540 I` $ 55 3 `� yg B -8 - USE: VACANT COMMERCIAL GGE 2,12 0 0 0'`� `' yg. G 100 ?G 1 20A m _ - � ��g G 5k Xj5.1N 1528 ?G o a ge --_ E 0.6 6 �p1, X21 o �b �` �` xa _550— N .y1 r GRAVEL t> I �g� ' , h ? G. t } i, 43 1 1. ' i err QD.7 °�j9g'�3 _ ' is• �. y1 451 (G Q L_ w 1 n Q �1 �� 9a'�`'` �. 78 G �P 1 �^ �, ��j0 CONCG PAD. PARCEL "- N�� LOT 1 4" gar. s� _ g'9 °�� �' ��� PLEAT SHOWING WRIER VALVE ° 6- 2 INV 532 63 LICHT POLE _" M�.' rt ` �5�, SUBDIVISION OF 1 N;17EF VALVE S H ; .,�+ _.,_, ° c �� F� o RAM= 53733 •� �' �} i TMP 78 -55A 5 lyvv =532 6 �/ EX / MARTHA JEFFERSON HOSPITAL EAST TGg v ` C/L OF,, 10' VEPCO EASEMENT } g ` - t i ; MEDICAL OFFICE BUILDINGS D.B. 475, PG. 70 1 G . '' a3!s L, } �; 1 ��, D.B. 2503„ PG. 73 -76 (PLAT) a, GRAVEL o _ C -- NOW OR FORMERLY 7�(✓+ , t A 0 y� o` 1 BOLLARDS �_ , I > ? ll�d t d �' ° t _" "" ' ❑ `'� ``, ° �°� °` THE MARKET PLACE OF VIRGINIA LC GAS METER ® j BOLLARDS �1 _- rv" "" �1 y ° D.B. 3120, PG. 408 PARCEL ID: 07800- 00- 00 -055A8 EXISTING C/L OF 20' WATER LINE EASEMENT G h �GL r�.7'' D.R. 1076, Pc. 24 �� ��, �� p1 G� 1r �; ! _ `' •, 4 ZONING: PLANNED U E: RESIDENTIAL OFFICE 10 <bo5 5, g 5� /5� g��g1 �6y m ^ Z g ' h tiG ( 5 0 5 yh• G .���h \ ° f 1 t 5 X61 ° ° oy . 1 1 qty g ��g ti� -�-""-�"� i �"""'"� -"�,3c� -^-_ -___ . ___- __-_ _.__ _° � � � ,`�•,, �," � �, �p� 4G kro fl \\ j ^3g' &j g yts • y }L ��j� "..., 1 40- cn Nb g, a z 1i � �g2 5 .44 4, • -+ SIDEWALK 4,g• c , d } 1 W P F �a1 CRETE ASP, y. 4G yy6 5� _eta•, '� �g.i CON P� FEZ, I TMP 78 -55D 5� ,�,�' �� g; " " �� ELK`' EXISTING VARIABLE WIDTH 5' * \ - " - a. f si ►'A y . ` I ASPMJ T SHOWING SUBDIVISION FOR , F �r4^ u" NCREM 1 PLAT ACCESS EASEMIENr�,,, _� C0 TAX MAP 78 PARCEL 55A4 N .B. 3683 PG. 5�0 -572` ��� �1 ; ,b y�� 1 P 5 h y10 G THE LUXOR, LLC PROPERTY AND �g� � h1 54� y e 1h 15 ` 1y �� - - - R W DEDICATION FOR TMP 78F -1 —A xY "= NORTH PANTOPS TOWNHOUSES, snuff t ,5�' '•. _ �1 "_. - �' LLC. PROPERTY RIM =53367 �` iTV � yaA ' �" A� } 4 / 1 /NV 530.49 6 "q g ' , k s. _ ! it ��1 -4 r ✓ 5,37 D.B. 3683, PG. 570 -572 (PLAT) 1 e X11 666 , µ 5?��� °w• �5 md`5 B —t^a� "_ r 1 } NOW OR FORMERLY G �� �,�' ��' LUXOR OFFICE PARK LLC �FL y�95 y�y� '� D.B. 3833, PG. 022 PARCEL ID: 07800- 00- 00 -055D0 , a , ZONING: PDMC STiNH 5 s �. � _ - � ------ _ USE: OFFICE BUILDING RIM =5 .65 g '* `� °^ �3° �� ' Ig S� S + lNV =53.39 �y s a g ", �r��j' c6' L j�8 AC N C ISELED' o i ��� ; aa, _ -s g� �i� G VARIAB� WIDTH oz Cep „•b } . -535- ' EL = 53;3.3 . ' 531.3 f 1 �, \ i �� -'` EXI,' EASEMENT I8 - XIS G, 'a 1 ARY SEWER 69� ` NA 88 0 �' �� •yA,' `' g ?� o " , - -- 8- -------- i y� SANIT 269 Aj, J �' a C /�O _ - " _ LIGHT POLE 6 g� D.B. 1098, PG. 9i ',' or �' VEPCO Y NT '-- 1 g- - -- ITC -68 'I y�• ( � J �G S C � �` r —5351 lNV 24684 EXIS17NG C/L OF 20' ' ��`� �� `� 5 � h � � F LEC. Box - - -�° -" r WATER LINE EASEMENT _� D.B. 1076 PG. 24 __, .___ __ ._ _ M \ ' �. ,r a, t �, LIGHT \\ w , >[SZlNG_ _ - - _. r 'a _ �'`� _ t cn k' T.B.M. T B M 0' A.C.S.A. ' `'° r POLE? "'. C/L OF 10' . " " " " " " "_ -e y ` " "" +yc, ! `' yo 2{� TOP OF CURB EXISTING EMENT / G - q A t''x wP VEPCO EASEMENT `` __ , __ "" " cry 4.,. ^_. G `'h� ELEV.= 533.53 SANITARY SEWER EAS _-- g, j) / POWER 11RL3 475, PG. 70 A M 1098, PG. 269 METER �� 1 NAVD 88 D.B. 43 (PLAT) y. 1890, PG. i RMH l�' \TELE' w -� —e = "" -= N —e 5� € v# 3 06 B =53 .75 e �• �- INV.= 522.35 , � "� h� '} •,.� / ` }, g' � g� �3���� � ,, � °``�'' ° � S1GN .,�„ °,.^ _ `.- �.° s �_° _____ _____ _ ^_ _ ___ "_ _ __° ____.,.. _,M...___" ___._ _ _____ "__ `y. 1 ��j � ,� _ .--•- »---- -s--- - 3e _... h t ° EX/ST%NG 15' CENTRAL T£LE. CO. EASEMENT T 'h •y� ASPHALT D.B. 1135, PG 60 & 66 �' - r SE1,577NGI C/L OFD 16 VA. eo E ' •^ 7FLE. &) TGPH. CFA. MT. W 3� g A•/ARK a PINS) 3'81 X59" f D.B 530 PG. [ 29 1 141.25 yy •32- / \TELE N 41'1531 W 2° `' 1. / � � / i n�j t],''' X � s \, i -. ✓ ` r'.........m.,.v� .....,.,, ,_ ,>, ....ar,..,.,.,.,...... ®...,., ". ._e„ - a/.a,,....vvrr ..; �. . wu .O v a....., vw.. r";m --- -JC 1,� .",. _ ZC'P�Er'"/' �`/+IL`L' '' °� 1 _ , .." d � =� O' ' g "S(ACSA) •- o s % r N �„� ,� SMH,,'`u z t rf. I EXGTII'�f ' ~VA .m .,, _ ` ,�'".�; ...„. m..,.,.,,,.,...,..,,,,,,,, ,...,,,,,,».,........,..,..,^"' Fj�' (RI �9 EASEMENT I R1M= 527.80 r - �' `f TELE. & TGPH. CO. ESMT. ".y, fMc,�� y� �^� - - r - - 1' gY _ ER �° lNV= 522.68L.� r �' ` 4 __ 1 Y� s��y p / i .. a 20, SEW G �p9 D.B. 40, PG7 ��. (SjH .B. G t5 e / �' a \ t h EXISTING g 15, PB. d 13$ PG ".46� 469 - _ < 16 q2 EXI p.6. gr/? "s " — 'r. ",__ 6 aga,`T �; _. ✓ r., f _. Ai $A) „_. w NWG�r TC 530. w :.. —k\' „S C O. 1.87 "p9 . ,_ VDOT # ------ f �' 20 IA'— fj4 ..� _ _ " 530,64 b g�•° g __ SB. INV _` TRAFFIC __ _ --- __ k 1 W 24'( xrC �• 1 ` ------ b�. _ "___ .._.__ -___,. _ -__. _. _ -. - "coNTRer " ° "-- `a r 5• _ ._.___ --,--SAfH w — CON %ROC` /� --_ /$ ��I C uC� n t __._ ._.,___ °'___. _. "' 9'” �, 1'"; -.'"^ —^ O6' �I . I) EASEMENT rC 530.21 r. , 16'DI SA __.. �a R1M= 527.63 9� .__, _ ._ . TC B(hY . =� _. SIGNAL POLE 5.20 �P�'/ X _ _ _ _^ _.. _ _ __ - _ w- w ° „” __ EXISTING 15 105, RW -201) �� �rC 530, _,- r1(AC�A M . �N -___ ,_ + TC OT PROJECT. 0250 -002- ___- �3� p_ SGNAL POLE4j "' — ( #Z✓Nl7F }s k Ru `fig" RCP F.E.S..° h' _ (W OT 530.61 _ 3 q rr� �11 ""',:._ ✓ y Qj _ __ _ _ y *, " „ ",,,,,, ",__ },,." ry ��520- 5� 18" RCP ' v r 1 • in,. 1g CONCRETE SIDEWALK � 1 -�-r � h SIGN ^.< + g`7 1 STMH "3� t �3 y(} ” 1' ;'s a� 3 l `Oi �7�yj y .. "tom -+r- - _. y WRONG WAY �y,-� 99 -"�- �2 �G g 5� 8'IM UPo ,....LOU. P 520 - 1`t ° tiL 5 CONCR - --r (CANS) D.I. �L �y SyhR = 25.29 �� f . *iC`y.__- E7L�''S /DEWALK �ry6V y - "`- ^t..�w�. p9 FlC CONTROL R/M= 517.17 g6 SIGN 4G4� ^5� F t_,_� ' } �} 6 •02� - yg"'-��RA� B�7D /NV =51239 ASPHALT6 r¢ ( 0 l9 h h G 0 �a t 1 �a� ° SOtt(i Wt7T 4 G i �G h� CONCRETE SIDEWALK 0 �p1 h' ® 1 15' RCP _ t •-1 ASPHALT IN SOLID WH17E plS � ASPHALT ��ti 4N,�' NOTE: .,.-- _--- -- � <� � DASf�,'L'D �rH�x pe/?;' _ h �9 /C,MONp �gpgp _ ' ASP,�"T HIS PLAN DOES NO_1AGUAR NTEE THE LOCATION OF EXISTING �- J "_ ." __ ______ -- _ " - - -- _ _ ___ /__ "__ UND D UTILITIES. CONTRACTOR TO DETERMINE r, __ - - -- - r ACTUAL ION AND DEPTH OF ALL UTILITIES PRIOR TO 0 q / �c, 4r a ASPHALT ; STA 1 X90 260 ; CURB INLET 1 G 6 9 2 6' / � p$ 6• iii R /M= 519.01 MOBILIZATION. IF CONFLICTS EXIST, NOTIFY ENGIN R. %� 0 g. 1 5• G (VARIABLE WI H PUBLIC R W - -- GRATE= 518.53 g /_Sc�Ltra �ELZ.o Piss L`'� `' e�`' (VDOT PROJECT: 0250- 002 -105 /) 1' '_"-- -- ----__ 1 BEF GING CONTACT "MISS UTIL " AT 811. ,° �F2G� ` �, �G?. ��y (D.B. 1132 PG. , RW -201) i�°- 20 10 0 ~� -- 40 �• � � ., ._ � G h 1 t59; D.B. 1136 PG. ��� ----- --- ----__ STMH`'�� S. 353 --- - -. _ ` "'r 21 i GR4SS /BLAND t� R /M= 52s.o7, (H P R XI, PG. 104 ) I I �`�" — -----Scale in Feet 1 inch = 20 ft. .E It ' . y2 /NV= 521.47�a V 1 SIGN qG �,� °.� g`l y2 '• �._ � G lNV =522 17 �� WRONG WAY y� �. L G I " h y"s��a 61st ' G } f 6 6 �r ASPHALT `h l -- -_ �° 1 I Buffington R• Atlanta -• • • 30349-2998 Mark Date By ErisnN pRQi Sao t 5 R� i �*7 VGAIN06 �.A SIDEWALK THIS PLAN DOES NOT GUARANTEE THE LOCATION OF EXISTING UNDERGROUND UTILITIES. CONTRACTOR TO DETERMINE ACTUAL LOCATION AND DEPTH OF ALL UTILITIES, PRIOR TO MOBILIZATION. IF CONFLICTS EXIST, NOTIFY ENGINEER. BEFORE DIGGING CONTACT "MISS UTILITY" AT 811. N_ ACTUAL LOCATION AND DEPTH OF ALL UTILITIES PRI a (VARIABLE WIDTH PUBLIC R /W) MOBILIZATION. IF CONFLICTS FXIST +40TIFY ENGINEER. sDZ1D �r�cD,y P�, NDO� PROJECT. 0250 -002 -105 _., (D.B. 1132, PG. 109 , RW -201) 3 BEFORE DIGGING CONTACT 'MISS UTILITY" AT 1. k D.B. 1136, PG. 3 _rFi w� (S.H.P.B. 53) RMX=526.0 >>: XI PG. 104) 1 DLL f5i�i tai f VV= a 17 47 « [SIGN � 1 ' r ; W RCJA3G WAY }J r---77� AS E �2 .._._ ALi _. 0.. _ —_ 20 10 0 20 40 Feet 1 inch = 20 ft. Scale in CATCHING CURB AND GUTTER f�-,� / " G r� Z� ✓y ✓ .. ,� i y r a .� ..,o iM •d" i d,. r I 6 , de d � a d � < y 'F / d i � • „ �� f .i . ✓ j �// �� / r ✓ / -1rr/ ✓ a S' / °� e � r-•i �� � f ;i <° � O y� i � l , / - l i -. � J, � r ,�3 f .,y8 - y ��/ y . >;. �° a ! �y � i 6 p "�Z.`1 � �,o r;:��• �"",.. ,.1 n �� �'t i . s t1� ,� 3 � . � / � r a i •' � y :� ° , .a ®� f <' i > � .. t', � {�, c���, �i,,,. /..1 <.. ✓, yy ”' 1 1 4�• ?��Lte. �� ✓ ° t✓ / dr i� y.., f yr 1/1 '''�rl �?r� i • y l� .. r!'. ;oy 1 °iii r r ° ...,, -✓ t N {{ Z�f..> ✓ ! c ' SEE SITE LAYOUT PLAN SECTION SECTION A -A SEE SITE LAYOUT 2'I PLAN I SEE SITE LAYOUT PLAN 2" THICK ASPHALTIC CONCRETE VDOT CG -2 I VDOT CG -2 SURFACE COURSE GRADE POINT ............ Y4'� ._ Y4 1 -- 3 f N� .r �.•� ,P c���",rvl' 2Y °.P � ✓"v%r-� r/,� ,�.d s✓ -./ •�., /,.-� .�_.d�,/ .<. .r z_v .r.� � .� d *., o _<e ,,� i -�_ ,_J. �._ l,.if ,' ?. ., ,. ,. ,� .. ,. ° °�l .� ,- �,�,�o: /< .<s .i 8" THICK AGGREGATE BASE COURSE SECTION SECTION 13-13 SEE SITE LAYOUT PLAN CATCHING CURB AND GUTTER 3" THICK ASPHALTIC CONCRETE BINDER COURSE CATCHING CURB AND GUTTER SEE SITE LAYOUT PLAN 2" THICK ASPHALTIC CONCRETE SURFACE COURSE 8" THICK AGGREGATE BASE COURSE 1' SECTION SECTION C -C SEE SITE LAYOUT PLAN SPILLING CURB AND GUTTER 3" THICK ASPHALTIC CONCRETE BINDER COURSE Revisions: Mark Date By A Mark A Mark A Date By Date By ,TH o,� F-4 a U CL Q 0 Q��zCN N p > a �. �1 y N a O � O � .O o w L Ln C) 0 0 Q O i � �11r =3 O U OLC) �o 0 n STORE #3187 FSU S06 Pantolps Drive Albemarle Co. Virgin i a SHEET TITLE CROSS SECTIONS DWG EDITION 05.9 REVISION 1 Job No. : 22100 Store :03187 Date :2/24/14 Drawn By : H &D Checked By: JGD Sheet C -2.1 .*-.. ' IMLIIE n, � , - VIA MZ / rP!�,�, ( I N� �, I. � 7 -, , , - 1, ,'In - N \, �: : I )111' ,I ��� I , I ­ UVNK�q,�*,, _____­ ""' --- � 111; I/S;7wv 9, , 1� �08 .1,.�,, 'p,91L.- 1110 TW548.501 F549.500 F-550.500 ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR STORMWATER MANAGEMENT PLANS zz:�,, 1, ­ I 1, I - 0106 ­Z3�_-_ ,,, - " I _11-11-1 1_111<Z,4�� ­111 41 ,%.' 5 , ,�'�`--, - " , i, 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND _,_ ,,, G546.30 \ �, , , ,0 " ,, "', TW55 I F551.000 r, _4e I " , I "j; 1&n , W, � _,�'��­ Z�,___ 1 `�' �, I I , , \ I I- _, ,� 5 , \ Z 7.5\0 ,,,,,,, 1, \ , , �­ "�,, I I , , 1) , " - _!5 �_ 41, I , ,� I , � 1, -1 . � " . - 2%OFOPTIMUM MOISTURE CONTENT. ALL FILLIVIATERIALTO BE APPROVED BYA \ �11 0� � T 3-63 1 i - ", \ ,,,,,, �',, "), . -5 , � ,� 1�1 \ I'll", I "", " 11 �", -5 1.5001 / j %, - � � - -,O�� IW551 00 5 1 ,,(� I ,,,I, ,-.5, - ,,, � , I'� GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING � � \ � " " " ' 00 , P54105 1, 115 \ I . . . . . . " I . I � 11 �� ,� , , , "P - "I I 1 - 5& 552.000 � ,"1_1 . CONSTRUCTION OF DAMS. 71��14 \\\\�, , '11 " 1� �', 11;1 _N� I &, , I " N", I "' I'll I I,,, __ \ ... , 4sp N I 11141--s - -_ � � _�� 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT ,4,41 � I I , __ I 7 , jwyazoo,552,6olo TW553.501­554.000 , ,� l � l - \ 11, 1, I . I I � ,,, -, - "Ok ... I-- '3 1 1 " I -1 - , , 11 I I / ­', Fr, -x l ---- 11 FACILITIES. ,4_'�',� \ I _' , � 11-111 11 11 1\ I " I ,� ... . ... , �­ "Ill, 5',:,-,7, - I?' I I � - I `11 --- � "� ..- - l I , I , __ I •�', I - I -�, �11 -1, 1,1, m­�_,'O- -_ __4I�. - � -1, - _" ::::::ii 11 ­_ -, ;;:::l:;::::::j '17 ............... - I _,� 11 �t __� \11 L I � i V , ", ......... , ,7 ...... � ... � - �*� _­�� , __ .�� � __ __ I _11 - 1111�1� ..... - - 11;r1111 " 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO � I NN _�10 T'=' � f 0`5 4.00 - N I, � ,I- 1, � -- 11--, ,5�5�,?__ -�,, - I " \ - __ �ffl - - - - " -, -'- PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE I - ,�, I __ , " n,0A__ --l"a \ C14 , �IbN�11 ___` I'll, I " - -, '1­1­11/ , ") , -_­ I- - 01 -4 " - ­­ I -1/11 , � - - 111 �� I.- ING WALL ­­ - PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE 0, - -, -I, ,, __ 'j,/," - - - - _� __ ­­ W,,/'�' -�f- - I- __ __ N, , - - -, ­11-- ,,7� , , __� \ ," , I - ­_1 I'll, lill'_ , - - _�, , --- - - -, - 777:! _77� - 11�, I _11_;�� \ ,IA�'vl- , _,;I" ... - __1 ", , -_ 4 ' __ . � -, 0 I—, , COUNTY EROSION CONTROL INSPECTOR. , , 5m/7 , - %- , 0 <,,. \" 151316_ _ �smlv /_1 r, I'll - 11 / RIM-5543-55 b - . I ---- 17: ------- 111 1, - . _,-� -.i;'. _�11/1 , 1, - - -- -_ M. 'I:)F. � X1, 1, I , - __ I ,��__ __.;'.., - - --- 7!!� -_ _�­ -- 1-1. - - , - - - 4I` T.B. \ II111111. NN \ I\ " I - - , li;.;i;�. I __� ___ �1111 P.943 4 7 - - - , .... I,- .�4 -_ - - ­­_ .;I.i;._ - -­ -- -- - - - - �0 "" , I -� \ 1"45,�,90,9 *-:1_!V_-_,';j6 P543.5 � , ,Nl" , - ;i;�. 11 560 + , : \ � _­_Z'�1,111 1, �7j-j.N- - ­11, ­ - -I-- -"--. ---- _ . 1� i ,,, I � \ __ --- - " - - , __ - 7 ELEV.=553.58 :: 1�; I _ - ­ 7_7�_ - - �?6&;�2.70 --, - ,_ -- '_ --I--- ­ ­1 - - , - , __� __� - - -- , ­11- -, " 1-1 I V ,,, __ -_ -_ ­ -_ _: : I �: - 1. __� �___­­_ -- - - - _ TOP OF CURB Q \ I 9 ­­­�1-1-- I P54 - -, , - I'! � � ____ 0 - - I- I � AV STORM STRUCTURE SCHEDULE: = b I \/ - _/ I'll , P54 80 �/ l _ -1 r�i7l �-, - __ __ - - - - - I I - ___� -�- - - - i- ,,� �_ � �,-`, /9'��", - - ­ 1.� ,� , J -, s" �,)­ ­­ 1­ - - I - 0 V ,�,\ , l " I I ", - 11 I 11,,� - -_ _,_ 1111 --- I - -- - ­_ I __:� - _­ -- �, - - -_ - -_ � I ­ _ - - _____ ,-- __ - __ - - - - --- __ - _77!!0- I - __ _5,-_,-__, - - - M54; - OT Ill WITH STEPS STD. ST -1 B7-Aj VDOT ES-1 WITH VDOT EC-1 1) N" . ,� , , - ko ____ -_ __-, � - - - - -------zl 1. - , F I . ,�:�, _�,;,�:"":, , - 0 �,% - '­­ - - Al = I ,::�, , , , , - __ I ... ._ _ , __ .---- - I \ - � I -,, �� _ -,." �.,+4 I �,:''/, ,'-, ""',,�,"', IL- __ __ - 'I'-- _­ 11 -_ ­_ - W - I'll- I -, - - -- RIM 542.32 INV 522.10 p , I . ��,,� � 11 � -11 _`_ ____ - if. - ­,_ - 1­7 - - __ __ 7 - - -, --- --- - --- - n - __ Ap , 11 V, , �� �� 11 I � / � 1-1, __ -5 _. - �_� - _____ - __ ,,�,, �, ,, ,5 - _L54:3::6� I , " - ,- ,T) INV 532.67 ," - -- ­ I-', .- ­_1 __1 "': _� 11 ... I " - - ­­- __ - ­_ I- " I'll, -11", - _TC � - r-5-3 - 2 - ,_," __� ,*g _-] \ 114i - a ___ -- � I I � / _� �11 __1 ;, _ "� - --,-- -, - ": -- - '� - ------- -1- -- ­_ -5 - - 1 �+ ---,, I I __ ­1 - I � -­ _ j FB8 VDOT Ill EXIS77NG CIL OF 20'----- C 9-1 �1, ,I 6% z I , 510 - --- --- -- - - - ,�,1,1 I I ,i I / - `_ - , �,, N-" cog --r ,,- �/� - - I— `­-, I __1 ....... ___ __ _______ I, j -L "" I - I-- ,I _ ,� RIM 523.71 '111�1 Tf1 '�_ - ____ - I,- ", 7 -- - ,A_'�"-___ ,_.*g,i - = VDOT DOUBLE DI-1 WITH STEPS sTD. sr-1 , WATER LINE EASEMENT 1 U5*3'. - -1 � -1 __ _._;_��� - - 135 58. __ ___ - -11-11.,;z I.. __ ') - - '.*,-% - - � C, lj�" ... .... ____ __�_____ I I __ � _ _. �"­ __ __ -,*I.-- "° , RIM 541.39 INV 520.34 `�, , ,,, _: - 1-1 _ -11 A 43 - "" z 1 - - , - I- - ,� ') ,- " D.B. 1076, PG. 24 \ - � . - I, - I- - ,31410.z�� __ - - *_;�::� �i r - N I 54Z - __ -- 1 U-0411l " I- ­­_ __ __ - - - , - �-_�_ -� - - ,�, 7 __= I F=---- �=�� �__9�1'r:�;�_­____ ,� Ill 532.67 \ J� \ 11 . 35 .70 - - -- - - ,---- - , " I-1j"! 1--­ _==+L , \ �,.5 1 , '' �_�_, J� ,____1 ­_ - � , I 7 , __� , ,?' " f ,$X r. .11 , / - -, yo,m __ I I � 11 "I - 1p b9l-E -,--- P545.98 2I� ___ __ � `1 I - I FB8-A HEADWALL VDOT EW-6 WITH Ec-1 �10 `� ie 11�) - . f _,� " E___ - 1, Q, � _ PO-pil -_ - - - ) 11 III I I " = VDOT DI-3A WITH STEPS STD. ST -1 I 1� �, ,�(_(, 11 � 1AX, TC544 - ,q - . - -- .1 k� TOP 522.00 i" Iq -,� . I - ,,,w`­--q_1q - I � ,�­ I I -9. 2 9 ? 11 \ I 9. -9. \ \ V 4 , __�K, IN Ill _0 , � ( �1' ­' 1. 991' -1 __ Dr. Z:�Z_ -, & ­ I J, w, RIM 539.60 INV PIPE 119.75 , �� \ LC - . - _, 1, ,N -1, - - .- ,-,-, TtC A ,- I I EX/SANG Jo' Ill 532.67 LOT D I _� , 1. , - I I- ­1 - �, I /m I , � I �'_ I " - I - 1. P ., , 'S & f = NEENAH R-3264 STORM WATER CURB OPENING \ , - P5 .70 1 1 ,-+ -, - -_ - I ES -GRESS b45,1V,1,VT \ R 7 ")k � �;, . I I " �', PLAT SHOWING SUBDIVISION FOR r � � -,,,, -_ - -, � 1 7 \ \ � 7' /I 42.85 ' 42.98 .- I -,-,, _", - -- ­_ -r,--A '-, ,, �.r � \ I u'z I -750j PG 7J- 76 = VDOT MH-1 WITH STEPS STD. ST-1 Ill xx TAX MAP 78 PARCEL 55A4 TG _5,#��-5071 1 k � I- - __­ P551.W ,,, - :N_1 - RIM 540.00 , . A19 . ' , ! �-bu,-51 -- F,L 5 �11 . :_ /I / drI 9 71 - - __ , THE LUXOR, LLC PROPERTY AND _ 0 � ,��.,� / / I I . , �- ' P542.40 __ __ __ __ R I \ I qq q�N - \ INV 532.67 __­] -3264 STORM WATER CURB OPENING - ,-" \ � � � .. \ \ " . , 0 TC544.1 8 - I B10 NEENAH R 6 \ , 1, 19r, # ­_ ,,,, I \ 11 \ I I 18 \ - I k E�l 1� )\ +� " I I F -A _#__ , 11, 6v'v v Ill xx R/W DEDICATION FOR TMIP 78F-1 XTC 539� 1 ;"�_ � L7_1 , IP P543.60 ( ... 141 I �b ,b , .\ Tr, 5 3 61 / /n - r -, VDOT Ill WITH STEPS SID. ST- 1 \ rELEO-1,11111k:_ ,-----,, � 1� " � r , I r" -4 " PROPERTY - � � ". Ar ­­ + -1 � � I �. 5 '� .7 � , , , , , "" \ 'v -411) NORTH PANTOPS TOWNHOUSES, LLC. 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V TQ542.43 / Z -1 P642 16 , '�'A,� \, 11' \ \ 6� INV DIN 532.44 o \�11� � \1 7� . . TC542 ' 11, I 1 3 .0 �11 \ I �00 --I .37 , � " ' F�A , P541.85 i ,�jq I b -_ C5 A 9 , = TOFA6-A - - 15" RCP 0 0.85% ,�., , � 4z q %) . - , \\ I . 5 I- I I 1, 11 Y br- I - -_ ( , INV DIN 531.45 � I I I 10 - �, I 1�� , P, , 'N% �11 TC542.23 P541 J '�� I / P538.71 \ , " \ \ � 7. �_ .1� n2 ,,I ____ _ 3 \ ,�, C, V". N INV UP 531.76 � 4& 1 k , , 111�t� 41 P541.11l \N-__Fv1'1v4 I I I + - TC I. .1.w I Ib \ \ 150 \ o �0, .1 � 1, " I "" , I , 4 + . I 111V r ­�-,,\ -- , .j j I I r: :, \\ .2 I,- l " I , " I P I I " . - I 1�, 111� X TC534.51 \\ � \ - "r " -1 9- f" , 1111 11111111111111111 " �� . 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A,p 2 4- .3= .. 8 53 .25 RlM= 543.55 A�r; �/ �....,,. ..., .'.� � _. ,."- `.� ` �.. /YpppE.D 0 /NV_ t ,�,r• � � `'�...,. �" ._. -F4 . frt �r1 (G h 538.08 5 Q 85 _. .." r„ Q G rKh 0 4... - M.. 560 TOP OF CURB i ; bb� ., �._ _ ...... - _ �`' ELEV.= 553.58 c5� � "sr�e '� f,,, ` ~w ...�. t..�. _5 � _.__ � _�_ �� _.. '-• ---_ - __.. .sl _..... _•, - -., � x _ _. _ Gi,, h�� go , > h n�� WOODED AREA -. _.....__ ......... -.,. -._. _ NAVD 88 } �\ 9 _ _ sas EXISTING C/L OF 20 _. . WATER LINE EASEMENT �0. ' yh h FAG "~ 54 D.B. 1076, PG. 24 ` % �a h Pnv(F) ~ / as a _ _.. 4b_ 35'332'407 •. --54s- 2i' c .. . s¢s zon E h o' j -.... u 4 _ o " -_ _ / ,/ h �p 3 LOT D 7 3 n � h� F)` f 61\ s EXIS77NG ,30' 2 PLAT SHOWING SUBDIVISION FOR r •- \ TAX MAP 78 PARCEL 55A4 TG 54p.0� ' �' ___4 - _. ..,. IN ESS 5 -..... ..._ "' , G 60 &EGRESS EASEMENT 4 FL 539.57 h GRAVEL 6 ^h`' \ # IQB 2503, PG. 73-76 THE LUXOR, LLC PROPERTY AND a 16 - R/W DEDICATION FOR TMP 78F -1 -A Xrc 539.I8 y -__ .Q GRAVEL ti g WOODED NORTH PANTOPS TOWNHOUSES LLC. PROPERTY rc ��� N hyg6 gti Oo hyg' high \ ARC + , '• oo �`,., \ D.B. 3683, PG. 570 -572 (PLAT) 538.42 T'" _DE`"TAL , T I 8 h� yg• '. q„ ` h hh, h NOW OR FORMERLY Tc FL 5 39 s hyg h�ghh�g� h �I tl q ; LUXOR LLC � \ o4o t; 2 - 3Z. 4' hh0� hg6' f t ~�Q1fy �a 3 WATER METER D.B. 3687, PG. 302�� w ; 4 29• by '. , h PARCEL ID: 07800- 00- 00 -055AD N �' (PLANS) E T'_ °� ^ ^ 29.4' o o gpHALT h , i G FV hhhO� \ ryA �. G�� 4s 540 r'� g. A t � 1 .�G 0' h�£7 fryh ZONING: CI HC PDMC ' , USE: VACANT COMMERCIAL CCS fAs1��o a °� by �- z " by $ �t ';. . A yyo \ P X22' 14 u srue l CI 3Q1' � o ! � _ g� (PLANS) 10QPG. S LOG h S 0.5 .1516, P G o � � \ ri -550 - soh, h 6 03 ' S 12 - ,o 0.7' MATCHLJNE 'Aw THIS SHEET GRAVEL 'iG4G , 1Q j .. 0.T hhg hyg , '' s 'o, ti 1z DEMOLITION NOT Q c) °j �'' 78 `' r, m ° 1. REMOVE EXISTING 1 7 N �' �. STI BUILDING. h�g ` GONG PA . m FARCE 55, h�jh h t +4" LA 0�6 , a i LOT 1 �G h�� � s ,,Ts ---s �� p -7, � � � '�v, , \ `,•. 2. EXISTING CURB. CURB dC GUTTER TO BE REMOVED. � _ \ 3. LIMIT OF EXISTING CURB CURB AND CURB & GUTTER TO BE 6. o N 16 INIV. -63263 , c�vr POLE 1.4' t h PLAT SHOWING a WATER VALVE' .2 SMM � '� !u °' 12.3' r wArER VuvE RIM= 5,37.33 :,:� t�. :. r,< o.�' -" %� �, 0• �,� SUBDIVISION OF REMOVED. 5 1/(VV =53 9 -cV c`y EXISTING a TMP` 78 -55A � �,' C/L OED 10' 1 `' ti � 0� 7 <.. ' �-;.. z f � ` �' STUB `c �qt �. \ VEPCO EA EMENT D �g�1 h� h� h�$1g _. '{ 0 ` MARTHA JEFFERSON HOSPITAL EAST 4. EXISTING TREES TO BE REMOVED. h N a D.B. 475 G. 70 ING h � \ MEDICAL OIFFICE BUILDINGS BUILD 1 + GRAVEL 12 gR by ICK g N D.B. 2503, PG. 73 -76 (PLAT) 5. EXISTING ASPHALT PAVEMENT ON SITE TO BE REMOVED. 1- T g�6 A- NOW OR FORMERLY 6. EXISTING GRAVEL TO BE REMOVED. 1 �, �� h� �'" � {BOLLARDS v AC AN � � hg $. �• THE MARKET PLACE OF VIRGINIA LC ' 0 5 GAS METER h n �hg �h 1 BOLLARDS 9 # 1626 �� yeti \ D.B. 3120, PG. 408 7. EXISTING UGHTPOIES. ELECTRIC LINES, POWER METER AND EXIS77NG C/L OF 20' - 3 h I • h '< TRANSFORMER TO BE REMOVED. ti� h Fa r 0.71 s h+ \ PARCEL ID: 07800- 00- 00 -055A8 WATER LINE EASEMENT h. 1 �c h c h \ ZONING: PLANNED RESIDENTIAL DEVELOPMENT D.B. 1076, PG 24 � � �`' 01 G h F 4t {` �; °'� h� 12 h 8. GRADE SITE TO DRAIN AS SHOWN ON GRADING PLAN. h5h�h' huh l 6a 6 r C N6 h� USE: MEDICAL OFFICE 4p 1 \ h 9. EXISTING GAS METER TO BE REMOVED. REMOVE GAS LINE TO g PROPERTY LINE AND PLUG. k0 h'h 8 `L b 0 ; � \, / h h 61 N 4��h �` gs + o_ J +h� h�; 4 �4 SOIL STOCKPILING IS NOT ANITICPATED ONSITE. 10. EXISTING SANITARY LATERAL TO BE REMOVED TO PROPERLY LINE AND �G h 4h' �b 1ti'. s6. o PLUGGED. $ 1� G h - h)1 2 h� 6 x „* \ 0 � t ti h 536 9 �g. yg h 1 �` h� 11. EXISTING FENCE TO BE REMOVED. h \ 7 5 tG ���h6 gp V-1 h h ye ,y �. �G g 12. REMOVE EXISTING CONCRETE, SIDEWALK AND BOLLARDS. hj ` 12 ° 29.6° h A' 6 hh w + 1 SEE SHEET T -1 FOR TRA FIC SIGNAL N6 fig- °° 4' �g 4 538 �� �� gb _ h o� q0 DEMOLITION. 13. REMOVE EXISTING METAL PIPE. - n I i 4f t, h 29.5' p ' 39' 42 �_ h� hV Ix >.t• .,'J X-), X_- h hh ti 39 38• 538�G 14. EXISTING WATER LINE TO BE PLUGGED AND ABANDONED IN PLACE. 71 coN RETE °Ew �g AM ALr REMOVE EXISTING WATER METER. K W P F h h1 G SI AL '` gSPN � 'xj � rj 1b TMP 78 -550�� �G 3s e;_ .;f1 w LK hag g`�h6 ��� 5 m 1� PLAT SHOWING SUBDIVISION FOR EXrsnNC VAR�aeLE wry h _ °" �; A �`: =��e; :ate 6° coNGRE/E si[ wA ���o h�hh h� AsPNALT , GENERAL DEMOLITIION NOTES: 15. EXISTING TRAFFIC CONTROL TO BE REMOVED. SEE SHEET T -1.0. ACCESS EASEMENT x '.` = ; ..'�' ��� 0hh hj0�y9 j _" �5 TAX MAP 78 PARCEL 55A4 N s ° , " .B. 3683, PG. 570 -572�e A! i `� • ' 1 g�`�� - h� 2 1 0 co i T� 1. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL 16. EXISTING UTILITIES TO REMAIN AND TO BE PROTECTED. THE LUXOR, LLC PROPERTY AND �tg+ ., �h. h� �' &, REQUIRED DEMOLITION PERMITTS. R/W DEDICATION FOR TMP 78F -1 -A ��� a�` ��� h eh h�`'` �, h� 12,; n� y� °_ +- - _ _ n�� NORTH PANTOPS TOWNHOUSES, LLC. PROPERTY R /M-- 75/33.6 h t `' k 4 ,{" AsPHALr _ g - "~N µ �e hh hh hh1 " h w mx M n+ i �, 2. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL o• D.B. 3683, PG. 570 -572 (PLAT) / �� !NV- 530.49 ,1, g� h �. bk 4' S DEMOLITION WTfli THE APPLICABLE UTILITY NOTE: h�kl= h e���S, hhh F�Ghh ' ei h 0 I�� h� COMPANY/OWNER' ALL CURB AND GUTTER TO BE REMOVED SHALL BE REMOVED TO THE NEAREST NOW OR FORMERLY G h e h `' G 13 ` g B -, h� LUXOR OFFICE PARK LLC h� + " �F` • h�6 hh� EXISTING JOINT. h �y. hey 7 11 3. THE CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND D.B. 3833, PG. 022h h 9� DISPOSAL OF MATERIAL UNLESS OTHERWISE SPECIFIED. PARCEL ID: 07800- 00- 00- 055D06• ,��, ,� . �ti. .�G Ty• �.. ,� 5 `" °�a, - � . �° " ~� � ��, � ALL SAW CUTS SHALL BE PERPENDICULAR TO TRAVEL LANE /PARKING SPACES. ZONING: PDMC � � h��• ,�'''� � 1 �''' �' - ". �f � � ~ �_ � � 4. CONTRACTOR 70 COORDINATE DEMOLITION WITH APPLICABLE r, _ "._.._ "....,,,_.,. "_ ".. " 0 q 1 STMH �� �h 6o N _.. h SITE DESIGN SHEET. USE: OFFICE BUILDING RIM =S .65 0 9J h�6 hy6` - �,�h` h IN 39 hy; 3 9 2 h 091., k" 1 hh ix 6�y t hh ri a 8 hyg -cp '061 N� T. . M. ��' . a h� • y hOti J C �IISELED O� b, > >' ' ' a.,. st ELEV.= 533: ;3 �$ -' S31.3� 1 2 5 -3 age _ - +h1 '� EXISTING VARIABLE WIDTH 69� NA 88 �' 1ti h +ti\ �.X /S °NG z --- yy ER EASEMENT SANITARY SEW r' O�J hhhl' ' rI �g C�O r0' m .' `- B -2 h �' PG. 269 "Q .� �G h I s VEPCO ME/1!T �k kg a -- -535 PgLE h s ;I D.B. 1098, D:'8. 475, , 7 01, 3 I B 3 h0 1N/2i�4 11 y b }� h EXISTING C L OF 20' i t 0 WATER LINE EASEMENT ��° � 1� • � �`�, D.B. 1076, PG 24 i l ,P _ a [ ,Ir., h EX /STLVG. " ". ...." h h 5 z h _. ea � i VOICE , 7 ... C/L OF 10' h�' �� �' _ _ _.° 'a _ Io< � � ',` .P . '�� �~ 'y { I I �G ��,y TOP OF CURB EXISTING 2 EMENT - h ', VEPCO EASEMENT h� h '' ` SEWER N B. 475, PG. 70 titi �l v' - �G�h ELEV.= 533.53 SANITARY 269 $ ° �wErae hgy y� 1 F NAVD 88 D.B. 1098, p6. 43 (PLAT) I .. 6410 1 - - - - - - - - - - --= - � D.B. 1890, PG. SMH r : _ ~ .- _ RIM= 530.75 nC1 r t _ ..__.. " "__ INV. = 522.35 5 g g 1 �•; aLGN 6 _ RISING 15 CEN7RAL 7ELE. CO. EASEMENT ti 1 � 3 • t �� � hag. D.B. 1135, PG. BO & 66 ASPHALT EXISRNGI CAL OFD 1 ' VA.`, G TEL E. & ITGPH. Op. SMT. o� �- h,.. �� hg - - -___� h��'i o _ ~ D.B, 530, PG. 129 s \ € y (S�j w_ ` :_ ti 33' 9 N 41' 15 31 W ti 141.25 h g� P/N(S) 131 w W --- / r _" _._. J* 51.83'_ .� EX PICKETT -5 -v-s- - _ N SMH ! ` i ° EXIS�II/1 L &9 VA . �z . "_ .. ray „ ... $ t �--- 3 "^ B "S(AC ) ENT y .,� , ~, .~ P y g �$EM�� j RAM= 527.so ?, TEL£. & TGPH. CO. EMT sir �.,, ,�' 1 3z'; PG 109.., :.z��" _- ER 9 j lNV= 522.68 '1 �L ' ` 1 11 t° p. - _ NG ZD S G 70 2 �� , > D.B. 4611, "PG`47 _ _. \� �HPB. XI,.PG EXISTI D.B 1815, 138._PG. __4ff7 469 _-- „ 71 12 "`S1AL' ._" --'". �;,,�✓' /�i"`7 ,- r ,.. �„�.,d' d -." ,.._ _ _ .,..,�- 16 'i ' e,, ^i.�+ ,,;� =,r, y ,. ,.✓' - __ .. TG 530.6 ASPHALT `mot r> ~ ,� y" �,,,� RC5hi- -�2 S. ' -XTC 530.64 Op g�0 r �h �? __ ". - " "_ . "� _ 1JFJC S$ ° I ti ' F G 1 " r.� �, " MH __� - -- dE" �' __ c�vt. - ; N 3r5 �» 4i ELD L EASEMENT h sbI �1CSA 6 t _ - _ _ __ _ _ __ - _ 15' CENTE pYCSA �XTC 530.21 �--• ''...... ` r t _ RlM 527.63 9�yI�� . " "_.r_�u �...� t:r� - P�Ew _ _ P 524 ��� W 2 '(P� EXISTING RW -201) �a•rn - - -105, h 0 2 16 r INV. _. "_ „.......... _ .............._~`.........__ . '!� -�__ '� 5�,14ML 5.0 (VDOT PROJECT. 0250 0021• xrc 53 • "w(,q ' _ __ _ ! WHITE P Oi "r r (y.IGN RCJI." 1 „d f8" RCP �. �s ww 530.6 /S •� -._ ��� -.. - ... X G 9 ._ h O ib ryg• hLg. W E Gj�`,h h 3 �± .._...".""__..._ �..� �� � X22 I � �� � 0 h0 �ti 18 RCP h ��� CONCRETE SIDEWALK _._.. ' '" { 20- STMH g1' h h0 (G 4' 0 = 99 h - `�� ' - --f� F nit GjI �G G 1 ° t� -�.� r WRONG WAY 4 � I'll hI � • hh�1 V.= 25.29 f� f h h�I T � . h�F . 'L CONCRETE `SIDEWALK y 6 ��1�� -�� O4: R /M= 517.17 gs h SIGN �G 6 _. _ "� Q R w '�--+v FtC G(iN7TRCJL y C, h • Oi " �-+� INV =51239 ASPHALT > 4 12 F' hg ,by h�o ^h, I G �h� 1ryg coacae �1 s g OLfD WNDiE 4 w i 1 _ 2 SIDEWALK 0 g f5" RCP 5 10\' J �� ASPHALT 1 f/ N 3 h� til1 h1g ®h1b ��s 110 WHITE dz /5 2 ASP/�ALT 4 A., -_ 010 THIS PLAN &S NOT GUARANTEE THE LOCATION OF EXISTING- ` EXIST I � 1 3 t y hy 1 � g' q D� /E D �L UTILITIES. RA 9 "ACTUAOCATIION�LL UTI ITIIOR TO h h MDBIL4ZATTON. IF CONFLICTS EXIST, NOTIFY ENGINEER. - °_" ,_ a �i� "IMOn/p ROAD , - i �P,`r/AtT hag• AD ,ST,q lE � BEFORE DIGGING CONTACT "MISS IJ�ItiTY^ AT 811. a gg�� , /n�' og; ASPHALT �� VAR WI RO�" " T 2� uRe INLET g�� L h 4'P` / m.� o.` m LAB R /M= 519.01 ' �`i,.. ", n.,F r,aoAt.' •`v'OLdD `�r�..s "ON/ r�'� "`i �^� a GC,' `•%_' ulg PVBL.I�i ' ----- _._"` - -_.._ 9 ., (VDOT PROJECT: RAW) `G 0250- 002 -105 I f � GR4TE= 518.53 (D. B. 1132, PG. 1 b9 D.B. 136 , PG -201) - _ M 20 10 0 -'-- --2"0- 40 ✓� d3 d eh an / nya'' ' STMH �. 1 #fir 9 ; c p1 d CRASS ISLAND a fr RIM= 526.07 � � , � 1• _K h (S.H.P.8 XI P , 353) If `---- - _ g G h G• 104) ---- Scale in Feet 1 inch = 20 ft. �' INV = =521.47h U SIGN � � lNV= 52217 WRONG WAYiah F ASRHk - T q m" Apm / 5200 Buffington '• Atlanta Georgia, 30349-2998 Sheet C -3. 7`.--_ , 1111 N1, * �, , I ,�� , U� I I , \ L'I(Q ,� - � !!! ALBEMARLE COUNTY ,S�;_ I SF 91NI'vo J9 I 1_?�b , GENERAL CONSTRUCTION NOTES , ", - _ __ �q \ 1, 1, - ,�� � ,.� , ',_,,�,, "��m bw, r I- -'- ' ' - 5;�, \ - , \ \ \ '\ \, +,,, FOR EROSION AND SEDIMENT CONTROL PLANS , , - �v - - , 1-1 I 1-1 _:�___ \ " v - , , - ,­1 SEQUENCE OF 1'_ Ir-1 W10rVFv I" CONSTRUCTION \ 11 ,� �, I ­+ ��___ is, 11 I'll `_--,'- \1 11 P4, ' I '�.� �-� 77[ - - 1­1 I ___ ", 11 - ­ ­z____ -1 � ­­ 1, I -,�� 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE " - , \ I - ff ___ ­z� "'I'l 1�' , , " --, , _�� �+_- -�,- -4Z - "I , I , '�, /1C, ,-------,V,- I , Aiwi I - " ___,_� -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF a. OBTAIN ALL PERMITS. "In mv 1, I __ ! , , , " _­ _L_­1, , , - ­­* I 1, 41 I , _.�:�, PRE -, ", '111� ­_ -�- __ __51, \ -1 �rjxmz�� 1 ', ,�p , , , � "-,, -, ­', - ­�,� ­­ I '__11, 1, � �I , 'r, "' , , , \ \ I - ' :, - ­iZ -",, " - I- 11 - I %11- ­_ :-_-z� - Ir , b I - I , . .... I,--- -, -1 , 15,15. 1 I \ N I 10 �� I 4��_ / - - - _11�_ tr,� "o, 1\ I" ` , LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. INSTALL- 'T �_ , ,,, p___ - , 11 __ � r,tx_ " - ___ - I- � ,� �� 7 , - -, ____ 1- -.- , 1 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND ffI", - I , I / 7-A � -1, -, __ '--- , - ll, �11111 ---,A, 1� /10. I I ", -_ + --- - ---- k�*­-,­­ -- ­­ - _:��, _��_ ­11, -, -- C�� � I p- z',, , "' MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE - , � _- ', ____ , - 1 ___511111 , __ ��rv, ---- I- Tp___.___t­k­ . . ... . -, --- ­­ --, ,�'- ­11- '--- -- '�15` VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS N I" I \ , , - --- --,� - -- 7 ,�, I I - - - DEMOLITION OF EXISTING. SEE DEMOLITION PLAN. -� \ ,��, , ­_ - ­�Z�'//� '­- __ -, I 1-7446--, 7p_�__ , � Ill, VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. -Z�� " - --------- 111� 11-41N I !`4,1111111-1111, __I____1 -- --- I D, I N I ,,�N� ��, 14%�, \ - ... .. .. :`�Z:z_ ,� :' __ -, ,�,� , , \ --- � '11-1, . b. SILT FENCE AND SAFETY FENCE. I I [ __ t 40�� ��__A( , � ---- 7 , c. CONSTRUCTION ENTRANCE. 14 I tl?; /- -_ I . ..... 1, �, - d. INLET PROTECTION AROUND EXISTING INLEIS''''''''''''''''''''''�� ;A , \ , !il \ \ @. /__ � _7 , s, L__ Ill __ ,", ��) �p �*,,� " '__ V. 4,S), , ( , " � ,� e. . , `�_ I 11 Moll 11 Ay 11 ---I,- __ ­- -1 I- ­-, - - - --ffiww-­� , T ----- - ��,-:v �,­- , , - ..... . - TOP OF CURB . ,,, "III, I J,_,�� , L__ 777 __ __ T.B.M. , -, - 1,5 , -1 , 0, V, / I __ --- __ `__1 " I , I - - 1-11 - I- � �_ - ___ - __ ___� - __ - O� - \ ,,,, / ;7m/! \ m� - V ___ - f. ONSITE CLEARING AND GRUBBING. SEE GRADING PLAN. 011 No I RIY=541,3, I e ,/ , 1____1 - - I - I,-, - - - - --- X JK I �_ LI/I I - - -, __ __ _____ . ...... V­­ - -­ - -T7 A_ " I 1%Wx _-, __ - 0 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS - I _-,_ __ -_ -- -_ - --- ____ - - - - - __7__ 1 i` I -, " - -- 1--, -_ -1- - - (D \ _,�,­, I ... .. !,-' __ ______ __ ,-, - - - --- --- ­_ _­1 - -, ­­ Ajj,:7P_ -- - -- - -- , " \ , ,,�Y- I 1 V I / I \ , - _�� , __ - - - - - , 1b ',,,,, 7 \ m"j,", j-, ��V_,�,J, __ " " �� '___1 --- -- - -_ -- - - --,5604, i 1�,�, , \ , _� , I -f ,,p` ------ � _1 __ I- " -­ 1-- '�!� - -, - , - - -, , � �r_ 0 " " - - . - __ ---- , 'I 1 ��_ -_ __-�,., _ ,_ _j le b� t�\ "-- ,-------"-' //_1 ­,_ ", , -, ­___ I __ - Al -1 ____ -1111, - -_ ­__' _ ,;;� --t- - , ELEV.=553.58 THE FIRST STEP IN CLEARING. N. I� I T b � - _� i I �, ,,-, 11 __ ___ -11 4 -, --- ­_1 _­ - � __ 'N' N / � � // 1, ­­_­ ___ '­ 1, -1 . . ..... - I- - _-, � ___ /, --,-- NAVD 88 - , - - __1 'k " I ,9 � __� - I---- __ �) , lb , \ j _��`, e�� - -- ­ __ - I- - - - "I , ­_ \ / - / ,,,� " - ,,, ,, `_ I— 1-11 1­1 -----_ __ - ': I _'&, 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE - , , __ ____ 1� b I ,/qj,q I , �9 -­ -1-1-1 ---- - ", - 4�0 N� \ 7�, N5� , �/ " , , 1, -- . 1� "I'll, - . I '-' -Zi ­': -- ------ - I , 5 _,", ,/, , WCIODi,'�,') AREI, ', __ - __ _____ __ ", - -­ __ ,-"- __ - __ ___ --, "t"­ __ ­- -,-"- ""', - - - I-- ,r____ __ --- - - MAINTAINED ON THE SITE AT ALL TIMES. 1, ( ­ IiI -v 11 154, i�M,18 , I __ - ___ - __ __ --- --- � - - -­ __ � --) , , ,4 - ­ -1 - _�,_____,_ I - - - �L ", - - , " - - I - - ­_111 ,-"- I -"� ,� `1 - - ­ ____ ---- ,___ - ­ ____ _­­ ­­ "I, 711-111- --- �, ­-, �---- - __ __ , 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN * , i I, " -1 -- ___ - - � p,�,, ,,�"Nq,)_ bN ,I 11 i�_ - ­ ­ - - �__j , /I / I ,____ - _____ ­­ ­ ,­1 , - +7_, - � iiiii � __ , - " ( �, " �_ - -- 4- ii��_ ) - r�pN , %I f, / "' o �,j �, I" - --- I ­_ - -- 0�' ­14, ji%�_ - p V� I I \ �,v I � � - - - -- - ____ I - , -1 __ !_ 'n�� __ 171� ___7�s6s , ­_ ---_-�,. .% ­_ I ,� " "" "I ...... .... . ..... ---- - __ -- - _� -- -- - -_ 1b ----- - � - , - -_ I � I -1 � ,� ,,�� 1, IP "_ - - -- __ - - - , - - _� <_ , "I 14 , �P I 4,` 110 � 1,19, 1-1, - I- ­­- 1- ­­ - 7­ -1--, - - 6- - INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR lit I J I & I _�.�, � ­ ­_ -,- , __ --- ---4-- - - ,'T-�--_ ­_ ­­ ---- , A 5- ; - -1, 150-- - ­_qftii6p?1_, �__'­ --- ­.- ) _-, I- S, ___ ­-- ,__� --� WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION ASE " I - 40__� - -1 -1-11- I - , -- I , - ----,-, ­_ ­_ , A&k_ -k ­­ - __�__ , � i I � - - I- -- - , EXISTING CIL OF 20 - 0 I � I ��, __­1_:,/1�___x/1__1A111__1 .... . .... . __ _11r__ --- -- ,- ���111/11111;1 0 11 , , I , ,?Y' _543 --- ---- o 77-m"i ------ - 1- - __ �__ -,_ - - - __ - I __ ____ - - ­-, --- -, I I -ple 5 �T� - --- !P11 11 - 11 ­1111 ____ - ____ lqft_�_, go CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING WATER LINE E MENT " 5�, I- __��21�zl " - - - G �p - I I 1� 11-11-1- - .... ",I eZ,,,­- - - ­_ - ___ -,-- /I A� ,--- -,,,, , - L54- " N') �, ­­­ " -- ­_,� I -- --- -, , - __ ___N, - - - - - . - ��,__ �, -1 __ t -I- I - _ � ,)'� - - --- _-, ---- - -- - -- - _qft_Db___11___ ____ - 11%�, '11�_ _ -- AUTHORITY. D.B. 1076, PG. 24 "t I 11 I\ I -­ -4 ­_ __ - __ 'WF) - ,,,---- -- 01 - ....... . ­ , - - - - __ ­_ __ - - , -, "-z' , - 4%1��v 1�p . -S �11 ",',,'I'll, -- ­-,� , J ­­_ '11.111" S,113 -- �� ­, I", -�-'m=z-------____ _=5,53___ -- I . , ,� "7 �"___ 1 - __ "', __ - - --- - -_ ___ *0��/, --- �, . N, ) I j i :/ '7___-Z� 'NI • - 11 - 5�45_ - -_ -- --- __ - . ... :�� , 'NI " 1, � - I- "' r - '-_ 5*;32'Dg -,E - `�Ij , <D I 1, r�,� � I _'__ ,.C),-, - , F - _ ,,, t) - - - ------ .;4 , , I f, "', I . .. ..... 111. __ . @ __7� 1 __ , ;e , -- 'I ,� '11&r�'� ), qj I /�, ,w� I - __ ____ - I ",','"',',,""I'll", __"�,_ - I � 11) I I 11 , 1 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION , - I" � ';,.m�l ­11 11-1 --- -1, , ,51 I 11 � I- I'll 1-11 - - - ,--,,,_ .--- 11 , I 1, fil 1-1 " - �' , - 1:7777' `­­� I - ,�,, \ I " I 11 I-' � -­777 �, v ,�-- 199 92 Fmy- ­- ­_ -_ - - -- - & : � I ", 1�_,,, �5 >__, I I ________,____ I ,/ -- , b I / IN # """", \,,, I -I----- - ----- ____� �6� ....... . . �'� 1/1, 1 _'j4 �, I , � \ e; ,11 - "'I-11_1 ------ I I - I ,\G // , I 11 I­ r" " 11, I- - S 'S5'36`0!- E ­­ "-' 0O`(PLAT)_ ,----- --- - - - --- -- _ ____ ­,_ ­`I� A� �� -­ ,)___ __� / � I ISS, ,�, I , � 1 CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS ,� , _ /I ,v / I - � " -,,,-- - - 4 DETERMINED BY THE PLAN APPROVING AUTHORITY. \ / , I ,'­ �11 "I'll - - ( _t_ ,,,,, ­­­ �) / I � (I , "I 1� - - ___ - Ill ,\ 1 1, S � � , / ­1 , , - __ - , , , // \ �O 1�11�' -, - I - 1,, � � I , 11 �/,_ 'I � " "_­____­ _,____�` - -_ __ - -11, ­_11, ____ ­­- ') I", I ( / -171 I , I I lj j( / ,,--I- "I I I ,I . . ............. -1-111-4, _1\ -- , I , -.1 , ,- ,- - � /,,� ­VIS77 LOT D I \\ 1, " ,'_� I � I 1_�' ', EX / STING jo, 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT I , - ) ,,, e, , 11, / / , , - 41 __ -- -_ -- __ - - "I I dr EGRESS L4 - � " -___ __,,� - --- - _-, -Zi-_ \ I / , U � � I r4SEVLrNT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT I I \ / � - "I"" .. ..... �­, - ___ __ 7_7�,­ ­,-4, ---�_ I I . TC � 7 1 " 7' TP , 1 D B 2503 \ PLAT SHOWING SUBDIVISION FOR �40,6 b, V, ,J/ /, - N IQ, I- I �_,\ , O�, , � __ g4o 0 11 /I k � . 9 , ,7 ... . ... - 'N \ \ \ I , I RG 73- 76 1 1) ",, � 11- - ,,,,, cn " ­11-- - ,_� � ­__ I , 1'� 11� \ I� I I TAX MAP 78 PARCEL 55A4 LL '339.* Ir % <J I 1�' , !, Gr�Al I/C.;,", __ ..... __ \�__`__1111111 -, - , _­1 �,� I , UNTIL FINAL STABILIZATION IS ACHIEVED. , \ / / I @ - ­­_ � __\_1 - I // D / , ­_ " !), " ." , \ \ � I -t�t �,�-�_ j ­,� I "' � -��---- \ 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED \ THE LUXOR, LLC PROPERTY AND \ - , _�l / / __ 1___`_11� -, - 1p, , V\ ( _j, )�, -- v�e � ("ANIIII/Ef", __ __ I', ", 1) 11"� �6F 1 + , I I , I ,�? ", ,; - I I I , C 0�9 18 ,�t \ , ­_, J91 "\ R/W DEDICATION FOR TMP 78F-1-A - , ­/­�/ I I .... . .. "I", ,� .,q,\\ A`OC)12LD AREA \ \ � j / ff/>� 1 '5' lq� `," 1)) \, , \ '0A, FILTERING DEVICE. Tc 38.. " I " 11 ,'�',' T P ' I ­`___,__1 1, I , I d �, 11 __ � 1, 41 I I I ", I ", ,�., r" TY ' 5' " ' ' � I / I , ", - I - / 1! 11:11 ,,, 10 1, \ , , Ix" N \, V 1�, 11 I , 11 / - ,h 1-1, , 111. , I � � � I N I�x I) 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY " \ NORTH PANTOPS TOWNHOUSES, LLC. PROPER TF-1-11EIPM 11fvL',11 r-"- 'I'll fA / PF Dl- T4, L IT '' r) , " �_ � 0" " ", v , ,� - I " " 'I , � ___ I ----------------------------------------,"-1-1-1-11-1-----,-,-*,I / ', ,� -1111, ­­­ -1-1 _________­ t" I I ,I - - , � 11 \ �1' - AND AFTER EACH RUNOFF PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR D.B. 3683, PG. 570-572 (PLAT) �,842 �!� ,1 ;, 1/711111111 1, /',� 1p,Vl,-, 0� i I , � I ,,, rC 538 , / , , , 4, �,5 ,-,- , - - - -_------_-­- ­`�11____ 1- , / 11 `\1 , 6-I.- I --- I ___ I , / I U "", I-,-- 41, 11­-,�zg­c­) ,,),--,,-- " i - " . ..... 11 'Il-tI J, 1 , `� 1�1 ) \ 53�30 I- I / I ­­-_ , ,/, 1� 'i / " `­_ -11, , ,,� I I 'i '11 "', ,I I � 11 -, J� 0 - '39 � It Q / I " " , s1ro , I CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL v / ,"�, 144 -,, I" I " � � , , I , , � . � '5 - I I � I 10 -I'--- - LUXOR LLC T \0 - / // / , R- 4� 91 , " � I ,b j" I tp, �p \ / � , __ , '1-1-1, t_11___1 , � 13 & BE MADE IMMEDIATELY. )/ "A, , 1 ,---­,�,Z/,��_,, -11 ...... ... - --,-,-"-,,�'ll�""-;�"-"--,-- , ,,,,,,, t", e" -luo, -I'_ , NI-,/, " , `� , , �) ", \ \ � '�, � , , V, ,-jp I ��,, , _g, 1, a, 1, I ,,, ,,�` , I I , - . ­,­,`T-� � ,, - -, t , _8/_P1,11`_T " , I ,� � 1, , " \ 'A ,�� -0 � _____ ,�_____1 , � `­- " / i� , )` .... __ , , I - -- I -, � I " , ,,� cI , '� _`� �, �� � "'IPP �_, D I 10� D.B. 3687, PG. 302 Rz � , � I I _` , , 1 \ \ \ ,I ,% � , x�,,�, ,,�b , /."o I N N � , _2_��k,, rj � \ PARCEL ID: 07800-00 00, ,� - 1% 1, -1-1 ------- :> � 1,11, 1-1; 11�111 `11, �511 eD 10. ALL FILL MATERIALS TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. -00-055AD 16-4 gzc, c's " � "I I \ 14 1, I \ *7z "", I I ") -1 ') 11 _161 '111", '% N 'c') I b, , , I I'll ;_ "I'll, *\ -�-\ \-4- 11 ­ 11\:L1 11.1 11, - - 1�1 5401___+ __r_1,1 , 11, / , I / @ � * I *" �,/,// - -- ----- - , "� �,� _1­`1, 0 �, , "" , , i W,r / �) 6 , ') t "I'll", / a -I- �' - " � " 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL " I, --,A "i -8'\ ____ -_ 1� " A , , B I \ 7 _N Q_d�, � 11 , , g \, 'I- ,� I, , -_ 0) % \ 17, " I I '' ZONING: CI, HC, PDMC f �s '11( - I I- , , / Y , IN ass 115 1 - , / /' 'J, z , � \ � I o, ,,,, , �5 0'. USE: VACANT COMMERCIAL - qzS -%- / I , 1, � � ,,,, " "y:", #1 I ,�, •I \ "" 1, , , I \ .... .. I, ,bq I SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND , �u L " " 1"", ,b \ �, � 11 I . - � " ) � I I I bi 100 1v / k - ,-zi f I / \ / I �1_ 411 � � Il, ,= z-, ,a, 10 . ­'I, .4 1 � \ \� -, \� I N, \b OTHER DEBRIS. ?G. p4 G k , ", "I � , � \ " � " , , r , I 111 II,", 1,111 �, � � z \ I I � , I ,�\/ 5� " r.1 ­; , --,-,--,i I 115 Q� j , I , " I �h , \ \ ", " f ) I , I I V1 I � � I \1 ,� N I \1 I \ - �550- , 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER , , I ;_�F <�j CIS Q$ T � I "i '111, '_11 115', , " `­, � I ,� I 11 \ �,� Al'o, , �_ - I i��SIOG ?G. ,"' I -----,-, \ -- . X52 P6' I/ I -, ,,� ', I I \/ I , I Gki- <4 C::s // / " (,,-,) ,b), ol-I -_ I ( , 7�, I", I I --;n � 1, I lo "', ',I, t�l, � __�tll_l - \1 '-,,, -1, \ � , \ \ 1 301, , , - � \ , , I I I \ I k ,� I i� I, , _1 � , "�, W\ ,\,, , \\ , I , \ I \ \ ZONING ORDINANCE SECTION 5.1.28. 1 1 , I I I ... I '__1 1, cr I I I \ \ 0 . o �K i - : J, t � ) _/ I I'll, , ', \ -, - I 1, .5 0.0. / -_ / , , z 11 It-, I - 1, I "' S" PA -, \ \ ,� 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 s 41, f,3/'i'i � �, " �� I ,,, " , , 41 , - ` �, ,­ I 11 , I", " , \ 1\ I III , "\ �_q,__ I I OF THE CODE OF ALBEMARLE. / _>-, \ _1'11�_t "V-1- I? � , , -,-,,--' b ,,,, , \ \ ­1 ____ r, 1, ,,� 11, ✓ ') O '1� �, �-! �1­ , , I _ dt \ , - I I / 11 �, ,�-, I , " " - \ _k / -1-1, , , ,,,,,, �� " "r,", \ '_� " \ , 1 - , ------ " " � __ " � � ------ I- \ \ \ " _ \ 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL-TYPE POWER EQUIPMENT 11 0- K GRAII/ , ,4- I __ -- \ \ 15 '�\\\ I - I / ;( �,� ,� :-,, " I, __ _,b�l \ \ 13Z. 11 I SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. ,,�,, ,� I; ----�, I 11 I , , � ,66 13, ILI I , " I ,y ____ I - I "j � , , - I'll N I I - , � " � I, 11, �, - ­," lb \ , ; I "I" rV I �, - " , , !) �, I ,�___ " i , / I __,",i 4!1 " \ , Z3, �b I , , I k .�,3 1 1 - + I , \ , I I - ----- --' __14 k - - 1�1 "I , , \1 � \ \ \ \ "n \ __ - __ 1 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT , �'_,_I , , - \ \ ., ,z, , b �� , \ Al I I � ,,/ _\ �, I - ", I , I __ I 11 ,In, 'T 11, ,�---!!(, �9 �, I , I ( I 1� "I 'w �, \ \ (I \ ,_ - � - I'/-- , I , " , \ E, bi j ,� , \ I - , � c %, b5, I /_ 1111Y % el � Ii , � I� 1� MAINTAINS LATERAL SUPPORT, IN ORDER TO MINIMIZE ANY HAZARD TO PERSONS, Ir. I - I li_11, ", _F I __,-----"- \ \ 5 N & ,; - I / " - , r", , " � 1, ;p I� t \ \� \ r, , I IT PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DRAINAGE TO ANY N �j 0 \ ,:, � � "I J, i \ ) I " _\ \ \ , / '\ / �, \ A "I J I �, I'2111, I I \ I � I �, 11 I , I "' !I � 'I. -,, I 11A, \ �31 III ,,,, I MAP 78 "'� `11 l - PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. \ , b � , I - r ...... , 11 "� _� -, ill , AX-----' . ... �) I - , --T , t, I ­ - , , � \0 \ , - b �, 'I� / "I'' I'll ,,, � - I IiJ , \ \' IN6 - - , �_ , 'I-,' ✓ PAD, " \ U I I , ,I "' ,�, I-, f"', ' \ ,� 'n U "' 1 16. THE DEVELOPER SHALL RESERVE THE RIGHTTOINSTALL, MAINTAIN, REMOVE OR �> 0 I I I ,,q \ , \/ C I.II �,- 0, �,q r�ONC, PARCEL,, -, k b, � _�� \ 7 �4 it, , Iq \ I \ , -,:-," \ �, LOT 1 . I I ", � k \ �J� � �p I �1, 11, I I �s,- �,,,`,:" _ J__ ,,,j� 1,4 N� \ � I CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE I - - , - I _� , --- I---- "" 11 1- \ I N-),-'\' I 3q�� - , r „ " ",, - , $ r ,S I t, 1 7:17z,-/ � "' I , "I'll, 1� ti \ I , PLAT SHOWING APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS \ ,y� � \ � I r- 11 I �lb. "), - b4l �� 't b I , 1�) I, -: ,,, ,� 1, ?��_ 11 - �13` \ , ') I -------- �­­,_ �_,___j, __'_1k , I - _ ­ - I , 1, _ , 0 - � ce, \ N ., 610 IN, �V; 3, ,5 , I LIGI-Ir POLE \ � I I 11 �, r­ - _ % <, 0. � N �P, LAJ � 19 , + - ,,,2" In, ,�, 1, Im I _,, ­� __ \ - I SUBDIVISION OF OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. I I I - . , `;1 � _1 I I I 1% C:,-->_J ,-�____,__,___) - - -- 3 \ I � WATER VALVE I I WA TER VA L VC I \ SUH .- -, 11 '� I I 1 15J9_ 013 \ "Rlm=j- �jj L_ % / � p�� ­:p - - � IV I ' 'I , I, ---,---- - I . /�_, � 30, ... q_,__ _-, I 1�� TMP 78 -55A 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING I . � I . ... ..... - � " \ "I v Ex , 5 1 I'\ vvv=53A(g � , q >1 ----'-- ­q \ !G 1 -,, I 1, I �i It I�i W� v 111p, 1-1- ------- --- 'I .7y I'll _�, ­_ - �/ , \ �� • � \ \ - q � I /1) 4? ,, �----�_ .'Al s. \ MARTHA JEFFERSON HOSPITAL EAST IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO ,-, C/1 (ws,,, 10, , , � \ I SrUL? , " " 11 , ,-) la 11 9I. \ I , 0 I � 4v 11 , % l, t�l 10 I 'N' A \ 'k --------- - ( I \ ' \j CONSIST OF A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN �, - VIE 91, SE1111EA1,11T , z 1� Ir ✓ % \ ,e ' ' ��,, R � 'I 1,,� -1, 'I + 11 . ... ,, __ 14 1 - ,Pr,,,,­��., , I,c " � .�G b;� -, ,,�� I � ,\ \ t� - A 8, 4 75 5, I I p,,_,,�,,I, �,,,) ",, �,,,,,I, G ,4" . . ...... 11 " 1,1� , V11 -I.--- 'k � k \ I MEDICAL OFFICE BUILDINGS MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO t 3� �� i � " � � - " I , , I 1,z� `( -76 (PLAT) 'i --it I \ I I I "I �,/ 11 , _ - ,,�I""-­-- L _____--------- , I \ .1 \ \ \ \ D.B. 2503, PG. 73 � , \�\ I �\ ,,�) �,!`,,� 1, � u - �v g � \ " 11 "p"v " , " t IV' \ I\ , , CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 8OLBS/1OOSF. 11-1 - \ \ 1� G"R44 OF/ I I ,_ , ,,, �" I 14>1 �,, ", `,,,,�,� ,­", -1 I 1. 11, I I I -1, " ­ � �p ,. NOW OR FORMERLY \, I _­,"', � 1+ I \ U � , 6, 1 ,�-V,­cl�,�,r�""'( I-I, \ -111-1 1 _,__­�3\ \ k� 1 " I \ \I I __ 11 ,�,"Ip'C"A',"'I"', ) I ,,,, " ,�)"�i,�l' , t \ �Pl " \ THE MARKET PLACE OF VIRGINIA LC ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL \ �, \ INSPECTOR. " ) I OOLLAF4),5 (� I I _ I I'- \ III .5- METER p- ,_ \ I+ � N, � __ , 'N, � ,�,,, ,,, ,,,,, 1,� 6 11 - \ I 4� \ \ , D.B. 3120, PG. 408 1 1 " 101 IS 1 I'll I'l ',I 11 , -, \ I E _LARr p , I -, � -I,-- I �p. b 1 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, \ 11 I 11 - I 11, 'Y", � � "b \ EXIS77NG CIL OF 201_______ , I � --------- - --,--"--" \ b + ,,o I , 1, I I I AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, \' , A � - `\ '! "I I th I I ------- \ \ \ \ I � ;s, , _______,i ,21 I PARCEL ID: 07800-00-00-055A8 _v� I I . � N \ i � , '] J /I N b " \;", 0, I rj / 1\ � 1, �, ,'I ", , , "i6, "I \ \ ZONING: PLANNED RESIDENTIAL DEVELOPMENT INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT EASEMENT . N \ G' I , I _T 11 01 I � 11, 1011"11, _�� b 11 \1 WATER LINE E 1b 1� F ', 1_�l 1 7' � ,I � 11 15, 11,11�1, � \ \ \ "' D.B. 1076, PG. 24 b� % I I i "51\ / ,��,/ "j,_11 I --,,-,----- _� ,0 ,�� , \ USE: MEDICAL OFFICE �5 N , n _�, 'ON I � I T`�­4 1­', ___ 1� 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING ,� "C' t il I N I I -, - I - + , \ , I .. �5 a I 1�, 11z I � ��/ ,", , 11 _____4_ z / , \ \ b I 8\1`1 < , - . \\ \ N, "211 11 " I ,�Z,'�, 1, ____11--_� �, " _\ 1 \ 'N' -Ij SHALL BE APPLIED AT 18OLBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE tiG __11 . , �, ; , , , / \ \ , -�G �) N 5 ,5h I ,\\ -�, , �, � i'� It I � I-,� �,, / ",", \ _�� AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE I <0 I 11 ( 4, ,� 1, "I '5 I t � � N \ I � . I\ 74 1 11 I Fil, I� IN \ 1�0 ­::N �, :��, I I n1i ,Vi �, 11 'bY % co 6) I'll I I , q , , '1� "' b I z 11, 'i_ ,,,--I' , -,---- � I - APPLIED AT 8OLBS/1OOSF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY 1�pl 10 ,/�k . . � \ \ \j 1 ,,, I -1-1 --- - -- ,----' e I �1 @ __ \. I __ 11, r �;, ��, ,� * /,--- ,,,-- ,\ b') , I 1��, 's, \ F " ,, , , w N ", I 'i", - , 0 \ \ EROSION CONTROL INSPECTOR. , b _\ \ I -g , � C) -716---1-7 ,,, + IT �) �� . � I., I I §2 1 1�\ I`, "I �1_1 1`1 re ----A, \ I 0 , ,� , V I" \ , I z -­ -1 .. . . ---,--- I I t "I N !� N I 1. 11 I �t, I 0 � .T" �,� t \ N-1 \ , 5 (71, , � ", / , , ­11- I I � \ b p, 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH �� "', � )� '17% ,Nq\ � il I\ 1'�, ,, ;,_��;, w""', 15 , \ \ 1 , b _t- "I \ I I' I "', �,� t"',�, " I \ -p N � - ;l� I � r, - "i d, � t \1 I � I lf`� __+ ,b ,� � I 1�) �_ � Q �,11 , ,�5 1� N i , , 11 1'1, 1!p, I -,,--,--- " " , - \ C, 1) �, q \ �) I 11 � f ;fll b , "', ----- - - - --------- �,_ - - , I I RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIRED 1\ I I \ � a � I ,� "'a 1',� " ,�,. 4 --e-r­ �, �5,366- - - ­- ­, __ _` j It \ \ ,53o. - R 1) �. 1, � " ,� '. - ,,,,,, 11 ,:,�, I , A� , b�,,t 1�� 1\ A 0) t,� "'J" ,,�;,,,, otp, /, -,-----,,-" __I ___ � ,�' -�o '9 i pj I , �,L' e, 11 ,,,, \ , b V. e, 5 J, �, �� " I I �i ?, �,,J� , 4p IMMEDIATELY. SI LT TRAPS ARE TO B E CLEANED WHEN 50% 0 F THE WET STORAGE v \ \ "' , � _ , :p ,� N I % 4_1 ----,--,!'7 � , 1. , e, v � __ 1-1 'P ________­____'1 ? ) , ,� , '' I / 1'� I � � ( 40- \ 1.1 'IIII, `)j ", - I 4 _�_ ____1 i , ,� �G \\ I . I, \ li _�'d ill �)j­� 15 ,,b 1� 11 VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN N. 1� , �p @ ol \ - U- --, ? / + . I i", I -1 I , - ______ __ -I',-"-- -�� " ", , , �j � `\ 9S, - � I I I. k,-,'s'7,­,, 4­`, 'b I­ 'I, llt ��,_�,_,,-_,',�_�� , I A � I \ NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DIKES 1) vll� I / - I b ) 11 ,,,III_ "I � � , � _­ 'j, I ,�Al -, '0� _+ _�j � , ?, .. I , 11, - "j, - ---, �, __ ­=7--_�_ D, " " A" 11 I \N I, WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND , I _� , __ ­111 _! , - � � / -1� - _--------- ?i , �1� / �\, � ______ �­,9,0 ", � _,______ I Ix fl, _:��� ,� /+--,- A, I 15 � I REPAIRED IMMEDIATELY. , , \ , , I - ✓I" I , ,p 'I, 1-r- 1 , ,,,�­ �, �� 1­__� -,� 8 1 \ I I "I � 1"'I", " \'-' .":/ ", _'I , ,_ _itz�__ I I ____ - ­42 z) ') -1 �61 -----------`I ZI + I I - , ­ - _____,_­_­--_ P-0 ­'8:56e, -_ I . ­ �/I// j �) 1 �5 __ -,--:: �__��], I_ - ---- - ----- 1, - - I . � N�,N " �­'J____ ----I- -1 , _. , �i� ­ y �, ,,, ­ _1 , ­rx "Ay I ,, N, \ I r ba 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED -11 �', 1 " �, I I f , [__ >11. I— X ... :A _­I=� ----- - - ­,i, -,- ­111-, �s , --; I / I 'SN' 1 I _ , � __ , / AL, !/]`5'1111;/,�, U'r IJ � !�, ... 4" __+ 4, " - , I 4A, � J ­ ., 4 _��__A �i,74� � -1" ", -- ,,,-,,,,, I ,�� I I',, \ ,_1 I'I" , " ) 1), _�_ - I, / fl, �_' ---- '1,14�_;11�'_, �, 15- , 4 15,11, \ , I . / lb� V� \ 11>_'x -­ "I ­�, , ',,,,_-�,,,�,slv, - �,, �j ;/, ;, " I ,�,� � , ,, -_,--,!� - - ------ u � ------ \ , A __- , " � ,� ,5piv " , - ---I ,I �,,'a 1�1 $ , O( ,�,M 1, "' - - q , J�Ah e? ,,� 11 - 11 , I 1, I 11� " ", �,�,_ _ I co �p ,,­­ '1� 11 "" �� , �r , w", / , - _��_I'il, - , "," , , �� �� I - \ , I I t_ ____ ,��, b�p`, , iP 11 , -1", ,� , � 77;/ 1, " ,I, .... .. � 1, - "N't .... . . w , 111­,�I�, ,P, 0� tv " \ WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER '` " \ I'll 41, ­­ ��/rff;11­1 1, i\ I I / ,,, I i � ', "I I I , � , , j 6'a I , " \ '� , " , -':-­---'-­ --- I - I I -�; , �,� ,,,, i a,�, I " I/ I I , 1� , , � - � . ,�_ - ­­ `�,,, - K "", """ I , ­­1 � I - ' , �_,_ - - , - \, '_ " , - �, , ____ I \ ? _wl , ,; I NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. TMP 78 -55D 1� I " \ �� r. , �, , ,_'N I',, x ", , " -, - , - - 6" � ") A I-' V, , __ \ 17 I ,� "', � ,,*"' �/T�­ � "' '/ / <"PPALT , ,IU, siwm­ ,,, , , \ �\\11/ I I--,-" -_,_ -- ,­--$,,--- 1 1 ..er-F, - i I'll, " ��--,­-�� 1 111'141N&1_:, - _,", , I - ,,,, , 1­11 ,_�', ot"', \-,'- \ I �, __ ,,,,, --- 7IN, -e, ', \ I,Ii, ,,5 �, , "' �,,p, - ", EXIS77NG VARABLE W11D t�_' \ 1, ....... , - 1� - ") -, ,,, 10�;rlfr ­-_ /I " 1, \ PLAT SHOWING SU � I ,-, , Wm_ / ( t.-,. 538- ),j 1­1 I, 11 I , __ , � I 4IT I, 5, ,�,­ , �- - I __d1_ k � I I �`, 'I', I I I I - ­_ , / � / i, .I, N, "' , ,� � i ( ,.I � 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN I YEAR - 11, �, 1 / I , - 11 ; I , I 1 41-" , i 4 (* OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) I � , 1, i ­?", \ ',�,,�,'F­ / i � TAX MAP 78 PARCEL 55A4 71 Ill 1$ ', dy" , - , '0, % BDIVISION FOR ACCESS EASEMENT '1/ " �; I �'l \,,O.B. 368J, PG. ,570-572 / ... �p -, 77 1 , I e, " - \ � �/ I I sl b I. 41 it 6b , , , /1% � 1 /,S, It ( t 5 5�� 4 11 \, 11 j - I ,,�, ,�, ) \ ­-1,,',1�4 +�') � 11 r. �) 11 ,11� ­1, 1 Q�� �r_ b ,�, , , 101 " I\ I N ,\ I, ,\ , `:4 _�r i 1­1 4'. I I I ? ,--- 11 I 11, '� 1 '511, 1 I I , I I I � , � " " I_ -"---I------- I THE LUXOR, LLC PROPERTY AND I N� , I 4;D , I .,�, *11, i 11 ­_ ,,�) , - - ­ - - A 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE 1 ,5 -)I '1� ,':'3 � �' - 1� ,*111, 01 " 1131/1 I --"- � i \ � \,, tx 1. 0 1 , ,11 ,y­ __ - - - , R/W DEDICATION FOR TMP 78F I � i\ 1, , (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER NORTH PANTOPS -1-A trl Q, \ , - I I , , I-- e j _1 --- J_ I ( % , 40 v-, 1 '7� I -- � 1b - - SD/,-,' � I'd', I , I-' 1� ✓ , 11 " '��7 "' ,,' , M­53,1 , I,", , - ..� 11 \ - ASPI"11'�'T - -1 *­ - 1 �/ - " � �x 11 I I Vr�t� 4 , - - - , ____ , �N� , _. il I \' -- - -- '0 1! , I I - TOWNHOUSES, LLC. PROPERTY ,,, RIM - I ,,, lo-11 I 1 537 PROTECTION ORDINANCE SECTION 17-207B) 1 /'i'I ,----I-- -4 - I I , -_�_ A ffib'=53C 4 ,nk \,q 'I , ,b, 'I \ %, ", ,3"x, �� I �, I- P� __ , � _ _,� < -0. " \ , i % _4 iA, - 1-1 __ '_ ___ _ % , I "Ill Ib v *s 11 - A 1 , ',)- I'll, , , , i , b ' 1, , -_I D.B. 3683, PG. 570-572 (PLAT) �, , ", 1, * \ t\ I -1 ,-1 ,,, 4 \ I 11. "I B I -----t,,- \ �, I, I'll , I , , I �,, � ,I A�v "a, � ,/- 1� . \1 I b I, Cj I 11 1� -1 """ �,, 0 "' - - - - _-_ '11, __1 ____ I I � 4, '\, ! ,b V,116 11 � ­ , . 1 NOW OR FORMERLY 16� b, 1�p I N� � I�Zl, \V, 11, \ I 1;��, \ 1, In I'S 'I" I'll -,----- _____ i -,--" I LUXOR OFFICE PARK �\, . \I, '. �)' , � '), , ­ I �, I"," %1', - - I ,I � 11 ­­I- I / 1 ."­ + " --- � , I , * _ � , � ,", - I -1 ---- �Il _+ � � 1 __1 � ,� \ , 1 1 1 1111 I- ,$ ", k, � 0 - -I,-- _��_____ � / i 1 _7�_ GENERAL NOTES: � 00, , -2-1-- -,5 ; , � I / I 1 53 `bl 4,v, , 1,� �� ,IT D.B. 3833, PG. 022 --- - I I " , � " I I �, - " ec" 1, Ilk - __ �,_ : ,I it 1. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL ,,, , I - \ ­:�, --, I ," . `� __ 't_ - _ _ 4, z j ,0�� , ��, , � k, ­ I t __ _J I I , I �, � I- I \1 ,I- I ­_ __ 01 I , 'b I I " 11 I I I I � L3 7 - - __ I / I I � - I ,� 11 PARCEL ID: 07800 , � \ ,,-,, ', , " I, I ,----- � - __� - \�,�j '_ _A, I � ��' 1Q 35- REQUIRED PERMITS FOR EROSION AND SEDIMENT CONTROL -00-00-055DO I I --- --- - I , , - - ."_ I ------ - � _ - I I , I \ ,�11111­= ____�___ - ___ --- I -5 ') � 51 -�,, \, \ \ \ I, ­­_,__1 101 -I------- - � , b T- "', 11 I - --------- , I , 'N� , I ____ __ , _ N I , ,N "' "' \�, It'. 151N.", - ­_­ u*5 b ZONING: PDMC 1 ", i PHASE OPERATION. 11s I \ ,�' \ "',,\, \ T", . 'I, .r , �, 1�, ) \ 6' ' I, , , I I "I � , / USE: OFFICE BUILDING = \ In \ _. )e� I ,b _11r,14111 "', __j1 - - ;' 'e, A \ _1 ID11 ) �� " � - In, 11 I ` � I " \ '�,"'V'=55,��,'J�o bl,� - \, '-\" r V ,7, \ 1, " , , t I- ,� 1 2. ANY AND ALL MATERIAL OR DEBRIS TRACKED ONTO A ao I 1, I�x,-,�"N ,,, �, I %, -, " / I ---- - --- 4- 11-- N.X II X '6 , I I I ,,-' ___ --i , %, �, 'k, ��. b - ",,� 49' `1­1 - ---------- i - I "I , I I'll 1111-1-1-- - , ____ . ... ................... .. ::" f, -, ,�_,__�P__ 10 I - -, \ 1<111 Ft,\Y ", __1 __ " " I ,�n '�, " , "I I � I / "I 15b THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED I'll - '� , ✓ , ,,V - �', _4 ---- 1--­-, 1, 1 ,;,-"� _i� _­__ ,4 1 I? ,z A I I '�� ---" 1� , , `11'1,��,41 ,,,, 't �,5,",F,- -- I \1 I , _� -i" 0 414'11�1_ ­�� " ,� " , � � )-',, , ,,, -, - , 1, , . N\ I 6i , , I rx"U'l- , 11 __ ,I 1- I "I" \% �0 , , ,L_.__,! --- FROM THE ROADS BY SHELVING OR SWEEPING AND BE 'V I, "I � I 1, , , �, , T� . . ... ...... ..... .. - I I 1� I A � _1 I \ � . • 10 � �11 , \ " I , " I \ �", / 71, 1 �'jl -- _�__1=1-- r- _: - \\ 14CP - -10 v/&I A' I I �, ", 11 1___ I 1_­_,__i - � I ,,, _ s, -----, ____ - 4� - . " I '�_ , \ _111-1 I '* � %1� ,I\ -, 'A �1, __ ""I" 4z� . 'I, I/ 1 1 I $. \4 1 1 .,..,o L ,,� , � � I 1�1 CLEANED THOROUGHLY AT � � ,;�!, �,; " ,\�,,>L \ I y , "I "II, , ��A, �) � 'r, % "' * ,;� /"\ 0, I 11 - j /_ - �""� / , I C, % 14 \ I I -1 1� __ ___ �,��', ,_ ,� ;� _ 7 � 011. ­7 .;i.,\ *� \ I % �, ,,,��, Z' -11 -I,-- �� ______­____1 _/ I I I. - I 'p _--� " I TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. / _,7 1 " �,, \ ,,, ,,,, ­,�,,, " \ \\ x , "', 11 " \�', I � 1_?& ��,'\� i I, --' A I X-1, "I'll *_1111111-1- ­535- , s?" ", t "\ \ I "R �� --------------- ­­­ . .......... ..... . - +!?�, --- I , ','4 \ "I V Y 9 " 11 , ___1111 b3 �11 - ,'�, ,/ � --- - ,,,, -11, , I - \V""I" 'A�­� A '5N " 1 3� 11 . `11.� , 11 I 1� --- 1 EXIS77NG -' 1, - I .� " , SEWER EASEMENT 3. ALL EXCAVATED MATERIAL SHALL BE DISPOSED IN A �A3 I \\ - � <' 1 i , I-- � ­ 0- k T' M* 0 ., to, VARIABLE W107H 100 2 L � \ 4 ;,. I EL ESE=233' 7:! � �� �, . I \ ., :k W3 3�+'� , r, � """ I � I - _ lk � I , , , -X ", ,,, % I __ - - ��___ "I SANITARY LAWFUL MANNER. " _ __1 't _�� - , ,�`\-`00 -s o -A � " �! N' - , FU. 16, " ! ,!Oov; ­,`­ `�,,,, A� , I _ 1�1111 �_ I-------- � zrjg NA 88 1 , Tp - ,),�,� I ­111 �'� B ­__ � 'N ., - ,� C", NoA r,9"�;v,,' X \ 1" ­7- --_ I ------------ �, ',- -,2 ........ .. ... LIGHT POIE y 71 i '�­ I rM <1''." 11 , ­_ =r ,P� l q1b - 1098, �, � 11 ,k' `111- -ill_ -1 !�� 9OIC-6 , I " t"', I �,G % . \ - 11 � I- \ , I,, '�' 11 - - - - ___77� D.8 \10 � \ \' va ,� " % , SO - �, N \ �.j 2r/ f 'C_-__ - " _,_Zz�. ,F "I __ ( 4. ALL SEDIMENT EROSION CONTROL ITEMS SHALL BE , " 11, 11 �_) '>1 %, 11, I ... 17_____I 55,35- 10__ ­ , (4 � I A 70,11- UI I ... ... . .. ....... ....... 1­' I __ - _.�, ` � " ,d��6. 4 � , k , \� ,vva d _- # �� I , \ " 1, -, 'II \ ,,, --- , ­­ I \ k REMOVED BY CONTRACTOR AFTER ALL CONSTRUCTION IS ,1 � 1 1, , - w 1�,l ��" 1, __ III, Zfl- \ w V� 01 I I U \ _11_; I , N, N , w 1� �, , I % \ -49 . _- I � , I"r- COMPLETED. ,,, \ � 1, ANN %_ I ""I 1, , " � I � ------- --- i ,=�*__',1_1,­,,, I 0. �, ,:t_­__ \ . 4,"4�A ' , I ,_11 I w-/ -- ------- g'-­ ­­ I'll , - - __ ___ � b K \��X' I J,\ \- _t..� ,_,� ,�, "I " � . ' .1 I �,,_ , i", '�__ ---'- 9 �I' , 11, /11 - ,4, ­_ � \ 11) I ,� I- ,W' ," , I _­v,­­-­ , � \ - n I I �, I-,/,x ,___,__, 7 � I , , � 01'� , F'WF) __ I ­_'­, ------,--' __ - - __ "' + \ N 1577NG C )�)' '\ % � %b, I "LL-U, z7,,,, -0 1, ,,,, A "111-- , - \1 I ", 4- IL OF 20' � ' , 11 - - --------- - - 'i - I �1_1111%41, , __ __ , , I *."' 65 ��\" -1 . - 0�: _,, _��i$_, L_ '; �d f'o � w \ "I � , � ko�g� EX � �IN� �\\ 1 4 , 1, I I, I I \ " _m_ -l"', ­­_ --"-, , , I -1 ;-',';, cr . , I �K' ,z, "" ,,,�� - , ",\ - I& 1�_,­ \\ � _> ­__ " __` , b , � � A' , - ",7::, , � ,e ' A. . � �, ____,� � � ­- _ �% � I I I t k 10917ER LINE EASEMENT \ � T \ \,r '2� , , \1 I" " � �, 11 I � . . .. . ...... I 11 - I ­_ ,�511, , ( 75 N T.B.M. --, - I /�- - t - ___ ,,,- _A, ,,---,, ...... --,,---, " � ­_ 11 %,\-Iv2i .sir I ,­ GHT \ \ �i 1�111, 11, 119, __ , 1 - -,-- � 1�5 (STING 20 _ i , __ //,/\ ,��I_ II� "I _��1_'�' '21_ ... , - 1_111�;n �' "), "N - ------ . , - - ,)�,; ­u­_ 1_�_ - - - 0 , � -, i c. N , \,�, \ \ v/ I I I \ \ (.I '11, ��_ � - - - "ol. , , \ - I f, \ \POP,-, I ", -_ \ I " /,, ,�',`,, V,1­Pb0 "A 5"Alk'T �/ "___ , "I'll, I � \ I - , '., ,,, ----,--- I ENT - ,C) 1 _":__,7,_,___ - _-, I D.B. 1076, PG. 24 , � EX15 i � , y�--_.j - � (//- Of I � I , �6 I , \, �") EROSION & SEDIMENT CONTROL LEGEND: , r:! -.1 1(�\ ��P" - - 'r ,,,, - SANITARY SEWER E'ot:M _� � � 1 �3's k \ v Ik --'\,, 1, \ ,,, :_,,_�'_____ 7' - 11 , ELEV.=533.53 I -� " I I I� , ,q_ ,,, I ,� ", %,_ o , I \11 475, P6", /70"-"' ""I, 1'� 1 ____ - � I , NAVD 88 D.B. 10y', pG 269 � - 1, )`�, 'III , I- 0),j - I V , \ ':- (") \ V, E 7 T \ ,I ulp, I ,� ,,,,, ! - -_ 1!� ? 1V pfj kil-All � SMH .,� - I� / , I, , .1, --------- I---- ___ ��T , zz­ , \ ,� ­­�� - vl�,` \ \ "I", A I _� --- ____ - 1, - -, -0 _,�� I � � \ % � 'I,- \ ,4 1, , .- -I----- _�, " I , "I r - - - - - _­=_ __ - '0V - >__ I , \ I �\ , \V", 1- ___= ,­111 , - _��__' \ SF 3.05 SILT FENCE ___ _� \ I, b �� I \ A \ 21 1, , r -­ ___I,;;47,��!11 , - 't- __ ­11.1 -, -, D.B. 1890, PG -, ___1 RIM=530,75 _� - ,� 'I I \ � �, oz \TF ; 11 " 6 - - i- - - - 41 �p Y3 ��- ��_71�� _ ____ INV=522�35 __ J , -- " � .tea - + ! \I�X� I b x Tr i I- I --- ", \ " I7 T, 7? � 5a ­ ---- ­- ---- - __ - I � _�, _)" 1b _� - " 11, ,08'0 , \ " ... ' _ _4 ", SICAI ...... --- __ ­ __ ­-.0 _/ - III 1­1 ')v, � 1��_' __ ,--() �� 1, � 11 __ __ - - --­ ,-I- __ - � - -, ----%-- .01 t�l ( � '4` - 'i�l r, IV" __ ___ ' CENTRAL 7FLE , 71, , __ @ � I \ � �p � 4D I \ // \ I tx/5 70 15 CO. EA 11+ \ , 1�, I _�_ ��, \ 11 Ir ,1a4�,:'­ , ,>,�, ", ,,N\ "I , _41,/ 1� I ev ASPPALT WSWSA) ___ , '51, ­,, , " I I I 11 I -, '' f ---- I - ,,, I- , ! .", ", D.B. 11J5, PG. 60 & 66 rb - - . __ - �� I I 1-1 _ - , - , -, , I - I ­_.____111 , _7_b�V- - -&-a-, __ -Y - - -1 I'v_ I - , 7 1 "­_ ------ 1­11-11 -- ------- I ­,­_­_­11111_111___,4 --- 1'1'�_,, , ---- - I-J Ij ; 1, _ ,z lb _____� 3.02 CONSTRUCTION ENTRANCE \ `- \-­­­' 1, - \ - �EXSRNGI t,/ I \ l� � , -, I 1� __ 41 ---------- , ­-Z �/ �v _ I � - _7 f O� lr�' VA'\ \\ I � . , \ , - _ _w,______ I `­ _,&� I/,,"x I 11.1 - - __� , 7ELE &)1&7-H. Uq. \ - 'I A1,1- �, __`v,______ --) 5�___, - __ __ , - _____ , _ / m/. I 'I'll, \ 6_,_"I___"_ _F_1'811- R­ 'y - - ___� \ _­_ "k \ N,',, \ / ...... . - ­-,;­:-,;== ... =_,_,,1111� rl_ , - I 7 � �1 I I I, " -, \ I I \_ 41-10al w , __ _ , -------A�/ 0­5 ,/ _ --- 1 l,p9* w I I 1� I ___, I 1, MA RK ,,17­532- ___­__­_ _� , , , - � _14 1.20 , , __,", \, L. , ,� .. - 111.11 - . _ % , " 3 --J-- - - - I 11 I "" , \1 \ � -, --��, -v -5. - D.8 , , I /�o /, '�, % I . � �, �- _ ?� I x',,�, -- ,,,, , � -1 -� - , 3.07 INLET PROTECTION _� __� v li I ) "--' )II BOX ,\,� I I V_i.�/ 11 \ __ __ -­ ____ ! I I W-1 e-_--:, "_ 11 \ """ " lmlft_T__� --- . , __ -"---- "", I " I , , , , 7--N Y, j, , ;14;m 1�frxc _ I 11 I I Fft � ; I , 1, ----- , ,, 's 1 _�_;_­­­ , - ­11 I --- _ N �w"", ,",­ \ I / /', �, - I> I- - __ __ _� f ) I�P' I � ,� � ... /�' J, bO _ E 9� � 1,13i / • R,%f=-,5'27. , I � It I " , im/ --,� I 0- fax�� '� 1-1 - - I � �b�p -1 , " " , I ')/�­ - /'�-- "O - -., ' __� �z 1�11 , , , '­ I �1, ' ' ___` I \ ­1 ---�� , / -_ q7 , (�Cs�, , (00 � , 11 -­- 8n I ­­ � \ / ,7 .,_, � EASEME -I ltiv­51-"?, e,a 4N� 11, ae= I I 1� I - I ­� , � `1 ' ' __ I / , �) & ____2 v&, , � - 3.08 CULVERT INLET PROTECTION . I '. _/ D.B. DB 4 ,x --, � , . 5��k-_PG. - _� , - ___t % c-? �, I / �7 �1 I , , -1- , " I , '/ -­ ,- � __ ____ , I , , 1_�/, , - I ----tr. . �f 1J8_ G. 4&7- - I-- , , 't ik " ­­/ - 1� 11"� Q V. I D' SEWER 709 �* � ', li� - I " I () , I- _\ ---- I 0 " " b, , I , -1, , , __/_ __ �, 1,01, DO - 181D, I - s / _­ I , T, 1 _$­_ , - "I _,� sli ­­ t�� , , - I I - __,_ 4i��C, --- 111 EX e. __/ I I I 1, � I " ,- )" I --- / __ 'I. - __ - \ � -, - e \ _ D.O. / , I � , ',�, i,_, �'_ I � s(,, S F p _�, " , / 0 �r _/ , \ _Tp- 3.38 TREE PROTECTION � q� �, I ,__��, ­_ I 11 y5k_ -, I, ­_\," / I - , , ,/ - , "-I", -.I,,,- -- _- - -11 11 , - _�­"�_�, - _ I __ 6- ll, 11-111, - , ' � , - - <� ,,�� - - ,--jz - Tp Tp ASPHALT () "k" - D� 111J11- , - - �_ `!N�-­_,� �­��­'_ 11 - � ­_ , -, 3 11-1 , � -/ f 2165 s C 530.61 IZI _­` ' _ - - - - � � /T �ry 161 L� �_ 0� � - --, , ­7 11 �t I ­,�LL v,---,-" T - " ­-­­, ,,,, ", I 1��A - __ _t I - , , `140z ,6 / �, � C - \ - 52 ' @ . � ­7� ? , XTC ,530-64v,� ­_ IV_ - \ I I I -"-­;0--�'�FIEqLD�j , \ , ------ - s­ ­_,_:,�__ 70777RO _____ I .... T , �, L" _ , ---�o 11 _____ 3 LIMITS OF DISTURBANCE __ - I I 0 � - 106 W � ) b �, b � f"', 4_ -11-1 ­­­ - __ __ ­511 47�� - L - , _;F 524 w _ U."�, 6" I ly" -I'Dj"SA 9- - -.---_,_84 -,, " I I W� X_ -1 - ,- -, _� �, 5 -, ", I - - .. 2n, - r- - - -"v (VLA� ...... . -, bl�l z _� �, - - - - .- __ - - • @ - , "22414- 2 �f;��.__` - --, , CENIEL EASEMENT I __ - - ­1 _r __.,_____" , %1� I /I �w( , I , ­ jv, _____�v - - , - - 1, - ` I ,� ... �� ,C - EXIS17NG 15 -201) ,�,� j61Dt(,&.CSA _�, - ___­_ . ..... fr - - ScIGA1,4L POLL - - ____ -ro 5 �2 _`_# __2 , " ,�,_ -A - juD, RW 1, , �_,_P . - - --522-- __ , ,e - - __ __ ___1 I t, 11 4 1 ,,�� �" + "= ---- - _002 . X70 5 1 P111-117f- /j ,,, , - ��, , ,� 'C' � , r, I RcP _- " _. � N:_ " #76 " ,,,, I - - ­­ - __ , - :1�1 - vw,=_1__11_1 I", "4_ , - I - - - - I W-1, (VDOT PROJECT. 0250 530-61 , - ,,,, , 'o _ _11-1-- ... � , I b, " - - __ - t�l - _ - �11,1 "b, - 11. I 7-k : ,,4,e�" 1, �j --- 4 --- 7: :_ - , I ,---- - I .10 z - - 11 : � � ��_ ­T3 --- _:__=_­_=__1_­1 ------ - I,-----,-- , __1 . - - , --- - - It i'-f! - ,-- __ :, _­=z ..... .. - 0 - - -----t- - _520- . I -e , ________ --,--- === - -_-._A-- I zz-77 - I : i ­== - I ��1_1_ 1173i� -I:-,- , _+� . - ­1 b I any, - �; , /� i I -----e-------- - ------- 4----- 1 : � '5� , -=� -,�� mj') _T - - --------Z-_-zz:;"7::-:�d - - - I p I ,� 11, - I'll - N -----,-- ,(',� "', 00,","CRE, F SIDEP1141 K 1 , b ____1 - , " 4; w*, ­zz_ ,- , ­­­ - - - __ - - --5,20 q, I � ,��__­ ,= , ,­��-)* ....... . _1 --- q�-%-­-­______ � _p � �', ... ... __3 AX WA r I /Iyll - , 01, ­-, ___/1______,_____ + � `N? T I - - - , - - I I I , -,Ie- --- -:--;,f- �---- ',,P ­,",,, `,,,Zll_ � I \ bi - -_ 1 415 ----,- s I z___ ,�,j ,,O ,,, , � ,l� I ,_­ -, A X, LOC_ (PLANS) - ______ -­*�===­­­ -------- I I N � , v __ ______ SIOEWALA- 1�� - - R11d=5 I z 17 -i';; ,�f---- ------=���l-,.=--�--,----------, - , 'k) _-__ - ----- I 13 _ _35 I ­�tA_._­ -------- I ------ 1 4k N's - "�� T� INV=512­39 I - - ,� " ", 1 --- -41 11 I A 1-1 -- I-9- -�ro- DJ, 7::Z� �- / 1�i I _­ It - _ , - � " � " � :. v , -1 - � 1'� 1� - / ,�_11 , IC CONTROL b N / _!=_A_�-_) -----,, _______--­___.j - ��'b �r ________Z !__,�� __ -, ..... � I— f - ,�k _�_ - I __ . -1 - - I - ,� ,�. - __ _ b I ____­ - ASPMILT / / 1 ,$ � --+- 1, ­­ ­1 - �q 15 �� I 1� . _,_�_i 1 " ?1"� r-O&CRETE 4. -1 _ ,�Vcl I _--+4k1�-,----__ SIDEWA4K § � N 1�1 I -1 --- . ��_ 0 15' RCP i- --- I .... ­�� �11 1, ,,,�� - _k�-' �_ _� / - 5�!__ 1 --- bp� ­� S / I -1 __*z :SD-- ;1p , _1\ _�_�� jl� / I ,----'---------- b T, I - r�\ 1; 111''I'111111111111 _ __­�� 'I __ ___ - b� - ,C b - N. !,,,"!!iii�'!!Ill'll,'I�l; Nq I - ___� -, � �, )� / ___ ' -.----- lb -- ----- .... �\, - - ____ _____ ::: iii �\, , �_ 1�1 f �__ _,_ _,_ - ---------- �__�_ - b _j / / AS'AHA. L 7 1� 11111111111111 iiiiiiiiiiii�ill � _N lb I - ----,--- I I �, __­� / �0 --- - \q b ----------9­d a 1�511 " I I I @ I 0- . . -.--- I ,.� NOTE: _ ) / / 041SM-D pli, � ,en 1.4tm I ______+� p/1, � ,IV, .... . &_ _______� -1 / --- -,-,-, ___ - --- 1�__ ____ I-,------- / ____ � - 0' � A I I I ------,-- HIS PLAN DOES NOT TEE THE LOCATION OF EXISTING - / VVD ---_7=-_===��_ _QUARA* __ ­1 11-- / - V Pi'UO� ROAD ___ __ 1�cl Y _R�ND UTILITIES. CONTRACTOR TO DETERMINE - --- - - ­T / / � _____1 NPF + , 7/87-A I-E �(?UTA� 250 __ - - - - - �, fb ,,, / aj � 1 ASPI-0; 7' y /,*.. - `_�'��\\\,_______ - ACTUAL LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO - / N'� / N, I / ) & , " aw �ft - RIM=519.Oi NOTIFY ENGI R. - 1�zzl 1,V A, ,�, ,�p -ql+- �, --------- ... ..... . . 1101. ,,,i p "", b./ 'p. " (J'I , 0 I (VARIABLE WIO'H PUBLIC `-t - - I _�_ _� - ;1j q �, bo ­ 111IT 119,1 ,,f� 4- 1_1i�_ / I e, " 1) .­� -1 0 i MOBILIZATION. IF CONFLICTS EXIST, NOT , , 1,5OL1,61' )`L,­LL0W PIS '/ ,,b � Y, R/W) __ GRATE=518,53 1) ',hr, �, ; 11 11 /, �', i / I,b __ / . .... " " --- ,,,,f / '5N 1� I I - I---- I-,-- - - "" b , W'��,`�,,7', * , T - Oi5O-OO2-105, RW-201) I -1-- _________ 20 10 0 -20- 40 °_°. ° °- ° ° ° ° ° ° ° ".. ° °_ ° -a,, : �; �: i:; �� I �, NDO PROJECT. __ __- . . . . . . . . , --b" I . , N� � ,Z .1 -,----.... . - �____ , - , I - _­ = -,= _._.. °......° - ­r+ "' , ,rt ---"----","-,--�c�,���-�,,,-,---=�--,-- I . . . . I - - ____,___ ---,-)ft.= �� ---f __ . -Z ---- Q ... :1 _�____.__ 11 -7,*, ______r "I --- �;��,�,"����'I'�=;� _ZZ-7- __I b - - �­ __ - �� = ,= f­w-_-,�- , r (D.B. 1132, PG. i69; DB _____ � ------ ,/ <, s, I ,� ..... , . ­_ -IGGING CONTACT "MISS UTIL AT 811. ,Z , -I , �, , ,1_1 _, ��,_. OfF -D I I - ��? )" - _==, /--,, 4 --------- �____ - -------- :=;At z_; - �­_ � I ' i! �jj", I 1�1 . . 1136, PG. 353) "p, , �­­F_)_ J-ORE /I - cjt�_ ­1 , - / / I ,4111,�, '1� _t __ 14, I � I'll, Mqy" � ) -__(-,,'_-"--I I (":11- ­==--�- , 1 4 I pbl�) 1 ­­144�,, � v - ,�� I 1,­ // >, " � "I ❑ 11 b, ", - " , - ­-7- 4 � , R11M=5'17F6,O7 -,"I'llp ,� 'fP, ------- I -3-1 /.� I /'11, � - 11 sTv�i I 0 1p � I t, I � (S.H.P.d. X1, PG. 104) .0111116� _____ 1 inch = 20 ft. -� I- - __ I �, � ", GPI4, - ISLA �3 �, �_ , J,, �) ", �"Arj 15 1 _Scale in Feet I )_ __ I � "' '01, ( 1114D I I , I ''� b " , 101 '1� / _,.,__".,°... -_... ------- `I_­", ',­= - ) r-, 16, q­ ( 0 t�,,,� � 1,VV-=521,47'D" 1O �', 6?v / � 0, I - r, '/= 2? 17 - I ,P, ,---47_),/-I---, ­ - 4� _�� L,-) 4 bT r 11,1� ffi,,� _51 _'� t � j If I v1/1111?O/VG WAY �", �' "I "I � I --- i­' ') / 11 I I -) 1(jV ? 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Atlanta Georgia, 30349-2998 1'evisions: Mark Date By A Sheet 3.� TABLE 3.31 -B (Revised June 2003) EROSION AND SEDIMENT CONTROL MINIMUM STANDARDS: NOTE: SILT FENCES ARE UTILIZED IN AREAS WHERE TEMPORARY SEEDING SPECIFICATIONS ONLY SHEET OR OVERLAND FLOWS ARE EXPECTED. QUICK REFERENCE FOR ALL REGIONS MS -1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER EROSION & SEDIMENT CONTROL NOTES : SEED FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (7) 1. SET POSTS AND EXCAVATE A 4" x 4" 2. STAPLE WIRE FENCING TO DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN THIRTY (30) TRENCH UPSLOPE ALONG THE LINE OF POSTS. THE POSTS. APPLICATION DATES SPECIES APPLICATION RATES DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE (1) YEAR. THE EROSION & SEDIMENT CONTROL NARRATIVE (AS WELL AS THE APPLICABLE MINIMUM STANDARDS) PER 50/50 Mix of Annual Ryegrass (lolium multi- SEE DETAILS FOR SEEDING SCHEDULE. 6 THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK IS INCLUDED WITH THE DESIGN CALCULATIONS Sept. 1 -Feb. 15 florum) & Cereal (Winter) Rye (Secale cereale) 50 -100 (lbs/acre) AND IN THIS PLAN SET. UNLESS OTHERWISE INDICATED ALL VEGETATION AND STRUCTURAL EROSION AND SEDIMENT CONTROL / Feb. 16 -Apr. 30 Annual Ryegrass (lolium multi- florum) 60 - 100 (Ibs /acre) PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND MS -2. SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. SEE SPECIFICATIONS OF THE VIRGINIA EROSION SEDIMENT CONTROL HANDBOOK, 1992. I May 1 -Aug. 31 German Millet 50 (Ibs /acre) PLANS AND DETAILS WHERE APPLICABLE. SHOULD IT BE DETERMINED NECESSARY TO STOCK PILE SOIL ON SITE, SOIL STOCK PILE r AREA SHALL BE PROTECTED WITH SILT FENCE AT THE TOE OF SLOPE. THE CONTRACTOR SHALL APPLY PERMANENT OR TEMPORARY SOIL STABILIZATION TO ALL DENUDED OR DISTURBED AREAS WITHIN 7 DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. SOIL STABILIZATION MUST ALSO BE APPLIED TO DENUDED OR DISTURBED AREAS WHICH MAY NOT BEAT FINAL / / , � /� FERTILIZER &LIME MS -3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY GRADE BUT WHICH WILL REMAIN UNDISTURBED FOR LONGER THAN 30 DAYS. SOIL STABILIZATION MEASURES f ��O`� / ✓ STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS INCLUDE VEGETATIVE ESTABLISHMENT, MULCHING AND THE EARLY APPLICATION OF GRAVEL BASE MATERIAL MEASURES ES Apply 10 -10 -10 fertilizer at a rate of 450 lbs. /acre (or 10 lbs. / 1,000 sq. ft.) UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. PERMANENT VEGETATIVE WILL BE AS SHOWN IN TABLE 3.32 -E O 9 / / / / \\ j� Apply Pulverized Agricultural Limestone at a rate of 2 tons /acre (or 90 lbs. / 1,000 sq. ft.) SHOWN ON THIS SHEET. ON AREAS TO BE PAVED. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT '°� r �\\� NOTE: 5200 Buffington ton Rd. DORMANT FOR MORE THAN ONE YEAR. STEEL OR WOOD �\ \off\ 4„ / NOTE: POST -IMBED 3' ,/ / / / / �/ 1 - A soil test is necessary to determine the actual amount of lime required to adjust the soil pH of site. MS -7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE \ / / / \ \� /�/ \� /\ \�� Atlanta Georgia, PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A / � � / /'� 2 - Incorporate the lime and fertilizer into the top 4 - 6 inches of the soil by disking or by other means. THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE (1) YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH PERMANENTLY STABILIZED. \` applying y g ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. SLOPES FOR THIS PROJECT ARE IN THE 1 -2% %% 30349-2998 GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT ERIOSION. 3 - When Slowly Available Nitrogen, use rates available in Erosion &Sediment Control Technical Bulletin ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN 3. ATTACH THE FILTER FABRIC TO THE 4. BACKFILL AND COMPACT THE 1# 4. 2003 Nutrient Management for Development Sites at http:/ /www.dcr.state.va.us /sw /e &s.htm #pubs RANGE AND WILL BE SEEDED. NO ADDITIONAL STABILIZATION SHOULD BE NEEDED. CONSTRUCTION. WIRE FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF MS, -10. ALL STORM SEWER INLETS THAT ARE MADE OPERATIONAL DURING CONSTRUCTION SHALL BE PROTECTED SO THAT R @VISIOnS: PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS TO MAINTAIN THE EFFECTIVENESS OF THE EROSION 1:992 3.3 SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED CONTROL DEVICES AND CLEANUP OF SEDIMENTATION ARE THE RESPONSIBILITY CT THE CONTRACTOR AND TO REMOVE SEDIMENT. SEE DETAILS FOR MEASURES TO BE INSTALLED. DROP INLET AND CURB INLET PROTECTION FOR EXISTING Mark Date By AND PROPOSED INLET STRUCTURES ON THIS PROJECT. SHALL BE MADE IMMEDIATELY. Q TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE NOTTO BE REMOVED UNTIL ALL DISTURBED TABLE 3,32 -111 AREAS ARE STABILIZED. AFTER STABILIZATION IS COMPLETE, ALL MEASURES SHALL BE REMOVED WITHIN 30 S Blt�t� FI E C DING MIXTMS FOR PIEDAMONT AA MS -16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION DAYS. TRAPPED SEDIMENT SHALL BE SPREAD AND SEEDED. TO, OTHER APPLICABLE CRITERIA: MANAGEMENT STRATEGIES AND SEQUENCE OF CONSTRUCTION AND EROSION CONTROL MEASURES: Xj: f' Total a. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. �OS1 b. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. MAINTENANCE ✓ / / / /\ / F �/ /� 1�,1� c. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT IN GENERAL, ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED 0 //\ ? �° / / //• TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING AFTER EACH RAINFALL OR WEEKLY, WHICHEVER IS MOST FREQUENT, AND SHALL BE CLEANED °� ' /� '� \�` /� . Commercial or Raident:ial 1'73 - 11n, STREAMS OR OFF -SITE PROPERTY. Mark Date By AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING SCHEDULE: \ M / /A t plucky 31 or Turf-Type T'a11 F`ewe 9S•1 d. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION 1. EROSION &SEDIMENT CONTROL MEASURES SHALL BE CHECKED REGULARLY FOR ' \ / / \ / /�/ ' \ / / \ / /�/ Perennial i�yn8r fl-3�s AND PROMOTE STABILIZATION. UNDERMINING OR DETERIORATION. � ° EXTENSION OF FABRIC AND \ / /;�` °` - Ke�ky B1ureat, '0'51' e. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. WIRE INTO THE TRENCH. 2. ALL AREAS OF VEGETATION SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS trltenssn -250 s. f. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. UNDERGROUND UTILITY LINE INSTALLATION WILL MAINTAINED. AREAS SHALL BE FERTILIZED AND RESEEDED AS NEEDED. - ADHERE TO THESE REQUIREMENTS. 3. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE DISPOSED OF w Kentucky 31 or Turf-Type Tall F 1 M5 -17. WHERE CONSTRUCTION VEHICLES ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO WITHIN 30 DAYS AFTER FINAL STABILIZATION. FILTER 4. THE INLET PROTECTION MEASURES SHALL BE CHECKED PERIODICALLY FOR SEDIMENT FABRIC MIINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS Mark Date By TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF CLEANOUT. /GROUND LINE WIRE - Kentucky 31 Foscue 129 IW. EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT 5. TREE PROTECTION SHALL BE INSTALLED BY THE CONTRACTOR PRIOR TO BEGINNING ANY fed Top Gran 2 lbs. CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS CONSTRUCTION WORK. THE TREE PROTECTION ZONE SHALL REMAIN INTACT AND ° \\j��\ _ Saason4l Nurse Crop a0, lb&. PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND- DISTURBING ACTIVITIES. SEDIMENT UNDISTURBED DURING CONSTRUCTION. / // // //� I'3011>$' THE FOLLOWING SEQUENCE OF EVENTS AND EROSION CONTROL MEASURES SHALL BE INCORPORATED INTO ISO ONTO PUBLIC ROADS WILL BE CLEANED UP DAILY AND DISPOSED OF IN A LAWFUL MANNER. T ^ �+ " int_ + 20 81 (Runt than 3W THE CONSTRUCTION SCHEDULE FOR THIS PROJECT AND SHALL APPLY TO ALL CONSTRUCTION ACTIVITIES WITHIN 10911L MS -18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN THIRTY (30) DAYS AFTER THE PROJECT LIMITS: 3.05 SILT FENCE SF tc BE INSTALLED PRIOR TO OR AS THE FIRST STEP OF at1 Top Wt. FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED 1. ALL EROSION CONTROL DEVICES SHALL CONSTRUCTION AND SHALL REMAIN L PLACE UNTIL FINAL GRADING AND PAVING. NOT TO SCALE SF.DWGI - tal Nurse Crop � 20 lbs. BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DEPOSITION - Crownvotch 120 11111 OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. ALL 2. TEMPORARY CONSTRUCTION ENTRANCE SHALL BE PROVIDED AT THE LOCATIONS SHOWN ON 150 lbs, SEDIMENT CONTROL MEASURES WILL BE REMOVED AFTER FINAL SITE STABILIZATION IS ACHIEVED. ,j,TH O F THE PLANS. THIS ENTRANCE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (STD. & SPEC. 3.02). " Use seasorAl nut prop in r witis suding >cletel as stated below.� A=41 itya 3. TEMPORARY SILT FENCE, INLET PROTECTION, TREE PROTECTION, AND CONSTRUCTION 1brsst►ry 16th thresh April ° ' • ' ' ' ' . ' " ENTRANCES ARE TO BE PLACED PRIOR TO FIRST PHASE OF CONSTRUCTION. 7o' MIN May 1st through August 15th ° " " ' ' . " ' " " " ' ' , ' " yFOftil Millet �� . D', EXISTING t, 74nnual '� 4. ALL STORM WATER MANAGEMENT FACILITIES INCLUDING EROSION CONTROL ARE TO BE PAVEMENT 'Aovem l r t thr h October ' ° ' ' ' ' ° " ' " ` ' ' ' ' OPERATIONAL PRIOR TO THE START OF CLEARING OPERATIONS. A November through p'eb lit < .. _ . , , • . , " � � � • _ _ � , Winter Rye � INSTALLED AND MADE O a' s 1 LIC. 3253 S. ALL UNPAVED AREAS AND /OR AREAS DISTURBED BY CONSTRUCTION AND CLEARING C� $laltsittute Seracee lesedeze for I:rovtetch east Of pnrntlle, Vs" �y OPERATIONS SHALL BE TOPSOILED AND SEEDED. _ d � p o Q� through September use hulled Sericest, a other periods, use tanitulleal � ��° Gam` if le;tpeu is used in .lieu of Or avetch, incr rate to 36 Ibs, /ltcrs. All lop= Q"� 2/24/ 14 � 6. HYDROSEEDING MAY BE USED IN PLACE OF MULCHING ON AREAS OTHER THAN DITCH BANKS. MAINTENANCE SHALL BE THE RESPOSIBILITY OF THE FILTER CLOTH + must be properly 9.tlo;ruleted* "�fie8plsg�s� adt'l � etty sitipss s`�ONAL IM 7. PERIODIC INSPECTIONS AND REQUIRED M MOUNTABLE BERM 6" MIN. A (OPTIONAL) of l ;nanintrsrance mix during warmer soo t g perio&; add 10.20 lbs. /acre in CONTRACTOR. DRIP LINE N RBED AREA DRIP LINE N STURBED AREA 8. INLET PROTECTION SHALL BE INSTALLED AT THE PERIMETER OF ALL DROP INLETS AND CATCH SIDE ELEVATION BASINS. EXISTING GROUND U TE DRAINAGE FACILITIES WITHIN 30 DAYS FOLLOWING 9. THE CONTRACTOR SHALL COMPLE � v COMPLETION OF ROUGH GRADING AT ANY POINT WITHIN THE PROJECT. �o' MIN 10. ALL DISTURBED AREAS WHICH ARE NOT DESIGNATED FOR PAVING, UTILITY OR STRUCTURAL lil - Q 10' MIN. O � USES SHALL BE EXPOSED FOR NO LONGER THAN 7 DAYS. ALL DISTURBED AREAS SHALL. B wASHRACX z (OPTIONAL) C1 4x4 PO 2X4 RAILS T N RECEIVE A MINIMUM COVER OF 4" OF TOPSOIL (TOPSOIL SHALL BE IN ACCORDANCE TO VDOT O 1 � � SPEC. 602) AND SHALL BE SEEDED / FERTILIZED / ETC. IN ACCORDANCE WITH THE FOLLOWING ; p (7 METAL FENCE POSTS or 4x4 POSTS METAL FENCE POSTS or 4x4 POSTS 0 a a a oQ WOOD EENC E SAND / SNOW FENCE ° _ .° TABLES: t3 C7 C7 INLET PROTECTION CURB INLET C) *Z pYO 1D' MIN. EXISTING "GUTTERBUDDY" OR � c o a� PAVEMENT EQUAL* w C3 �. 0 0 CHD a 3 O LO 1E Z CURB & 0 > o VDOT #1 4 POSITIVE DRAINAGE 10'MIN. 0 Jlrrrri r� GUTTER � OD CT COURSE AGGREGATE [� TO SEDIMENT r r yp O C� TRAPPING DEVICE `A\` ' (n �� 0 CD * MUST EXTEND FULL WIDTH *DANDY SILT SACKS PREFERRED F� P 0 `n 1992 3" OF INGRESS AND EGRESS PLAN VIEW FOR CURB INLET PROTECTION �JF� DRIP LINE N RBED AREA DRIP LINE N URBED AREA = CD OPERATION WITHIN DRIVE AISLES. '''�'" '• ( .A L D WIRE MESH E 12' MIN. DROP INLET SED11V NT 70 CURB INLET PROTECTION IP El FIL 1. T 3" MIN. d0 0(0-, DC Oo O(� [�(o [jr Oo O NOT TO SCALE GUTTERBUDDY.DWG 4x4 PO MIN. i METAL FENCE POSTS or 44 POSTS METAL FENCE POSTS or 4x4 POSTS POST and WIRE FENCE PLASTIC SAFETY FENCE FILTER CLOTH SECTION A -A 6" (MIN.) 3.38 TREE PROTECTION BARRIERS TP STORE 15" MIDI. -- CRAVEL *(12 "MIN. DEPTH) oV d v�j (�v 0 NOT TO SCALE TP.DWG 3187 0 C5 0 3' MAX.) c�a aaoa d d d FSU S06 RUNOFF WATER �0 WITH SEDIMENT C2 a FILTER CLOTH ---_ L Qo 00 00 0� y l/0 00 (OPTIONAL �.T. ---., V DRAIN SPACE (DOWNSTREAM VIEW) i 0 i Pantops Drive ifl ' ° .. * i I}'J� REINFORCED Albemarle Co. s ` I o CONCRETE VDOT #1, I d 6 I I COARSE AGG. j „I `� II)i SECTION B -B VIrC�lnla 1;ll -� ,W - - - - - -- - - 1„ € 4 WIRE MESH O C3 SI;.'J1A�ENi '``�... FLOW o�o � - - - - - - -- -L1- -1�- -- - - - - - - - - - - - - - - - - - - - SHEIET TITLE FILTERED 3.02 CONSTRUCTION ENTRANCE cE °�� d d o 1 3' MAx.) WATER NOT TO SCALE CEDET.DWG Cl o O CS SILT FENCE TOE OF FILL EROSION AND I * DISTANCE IS 6'MINIMUM IF SEDIMENT NOTES: 0� FLOW IS TOWARD EMBANKMENT (,J 1. MAXIMUM HEIGHT OF CHECK DAM IS 3 FEET. U_ CONTROL DETAILS SPECIFIC AI'I'LICAT'I4i 2. CENTER OF THE CHECK DAM MUST BE AT LEAST 6 INCHES LOWER THAN 3.08 SILT FENCE CULVERT INLET PROTECTION CIP THE OUTER EDGES. REGULAR INSPECTIONS SHOULD BE MADE TO INSURE 2 X 4" WOOD FRAME ROP INLET THAT THE CENTER OF THE DAM IS LOWER THAN THE EDGES. EROSION NOT TO SCALE CIP.DWG WITH GRATE CAUSED BY HIGH FLOWS AROUND THE EDGES OF THE DAM SHOULD BE DWG EDITION 05.9 I THIS METHOD OF INLET PROTECTION IS APPLICABLIE CORRECTED IMMEDIATELY. REVISION 1 I WHERE HEAVY CONCENTRATED FLOW ARE EXPI CTRD, STAKE � x � FRAME BUT NOT WHERE C}N ING AROUND THE STRUCTURE � �� ( ( ^- 3. FOR ADDED STABILITY, THE BASE OF THE CHECK DAM CAN BE KEYED MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE /� � � � INTO THE SOIL APPROXIMATELY 6 INCHES. ( 'I ( ADJACENT STRUCTURES ANB UNPROTECTED AREAS. FABRIC � � � -� ( 4. FILTER CLOTH MAY BE USED UNDER THE STONE TO PROVIDE A STABLE I r i ( FOUNDATION AND TO FACILITATE REMOVAL OF THE STONE. Job N o. : 22100 I w1 z ( ( 5. CHECK DAMS SHOULD BE CHECKED FOR SEDIMENT ACCUMULATION AFTER GRAVEL SHALL BE VDOT 3, #357 OR 5 COARSIE � DETAIL A - GATHER EACH RUNOFF PRODUCING STORM EVENT. SEDIMENT SHOULD BE REMOVED Store :03187 �I "' ,ter FROM BEHIND THE CHECK DAM WHEN IT HAS ACCUMULATED TO ONE HALF AGGREGATE. EXCESS OF THE ORIGINAL HEIGHT OF THE DAM. 2/24/14 `) EX CORNERS Date € 6. CHECK DAM IS TO BE CHECKED FOR SEDIMENT ACCUMULATION AFTER EACH _ J SEE DETAIL "A" RUN -OFF PRODUCING STORM EVENT. Drawn By H�CD w ELEVATION OF STAKE AND PERSPECTIVE VIEVJVS 7. MAXIMUM SPACING BETWEEN DAMS SHOULD BE SUCH THAT THE TOE OF THE FABRIC ORIENTATION UPSTREAM DAM IS AT THE SAME ELEVATION AS THE TOP OF THE DOWNSTREAM Checked By : JGD Sauree: Va DSWC Plate 3.07 -� SPECIFIC APPLICATION CHECK DAM. _ THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPES NO GREATER THAN 5 PERCENT) WHERE SHEET THE INLET SHEETOR Sheet OVERLAND FLOWS (NOT EXCEEDING 1 CFS) ARE TYPICAL THE METHOD SHALL NOT APPLY TO 3.20 ROCK CHECK DAMS CD III 36 INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. NOT TO SCALE ROCKDAM.DWG a 3.07 STORM DRAIN INLET PROTECTION IP 20 10 0 20 40 NOT TO SCALE SFDI.DVWG Scale in Feet 1 inch = 20 ft. o F 0 f 5.. �3 -0 PAINT SOLID PAINT SOLID 00 I - o M N OD 0 I M 1' -2" 1' -0" 1' -2" RIV HRI 1' -t3" E 4" 1 7 Ll I I I L- V I I v I N rl L- /-\ I C I v v yl 1- --4 --"1 I~4" 4.o NOT TO SCALE NOTES: GENERAL CONTRACTOR SHALL REFER 2 DRIVE -THRU GRAPH TO CHICK -FIL -A PARKING LOT C -4.o NOT TO SCALE STRIPING SPECIFICATIONS, SEE DETAIL e NOTES: 2. CONTRACTOR SHALL USE WHITE C -4.0 1. GENERAL CONTRACTOR SHALL REFER REFLECTIVE PAINT ON ASPHALT & CHICK -FIL -A PA YELLOW REFLECTIVE PAINT ON SPARKING LOT STRIPING SPECIFICATIONS, SEE DETAIL CONCRETE. ST C -4.0 2. CONTRACTOR SHALL USE WHITE e STOP REFLECTIVE PAINT OIN ASPHALT & I BAR YELLOW REFLECTIVE PAINT ON N CONCRETE. LENGTH VARIES PAINT FULL LANE WIDTH N CENTER "STOP" ° 4" PAINTED LINE (TYP.) IN DRIVE LANE 4" TYP. STOP LINE GRAPHIC �1PAINTED HANDICAP SYMBOL NOTES: 1. GENERAL CONTRACTOR SHALL REFER TO CHICK -FIL -A PARKING LOT 5 STRIPING SPECIFICATIONS, SEE DETAIL 2. CONTRACTOR SHALL USE WHITE REFLECTIVE PAINT ON ASPHALT & YELLOW REFLECTIVE PAINT ON CONCRETE. U NOT TO SCALE NOTES: 1. GENERAL CONTRACTOR SHALL. REFER TO CHICK -FIL -A PARKING LOT STRIPING SPECIFICATIONS, SEE DETAIL 5 2. CONTRACTOR SHALL USE WHITE REFLECTIVE PAINT ON ASPHALT & YELLOW REFLECTIVE PAINT ON CONCRETE, UNLESS UPON VERIFICATION BY THE GENERAL CONTRACTOR IT IS DETERMINED THAT LOCAL, STATE, OR ADA CODES DIFFER, IN WHICH CASE THESE CODES SHALL GOVERN. 2% CROSS NOTE: SLOPE MAX. INSTALL 1" TOOLED RADIUS ON RAMP ALL EXPOSED EDGES SIMILAR AS (BEYOND) SHOWN ON CURB DETAIL RETAINING CURB (BEYOND) CURB C0 CONCRETE FLUSH CONCRETE <r 1 WITH PAVEMENT ' PAVEMENT 9 SUBGRADE COMPACTED AS SPECIFIED IN GEOTECHNICAL REPORT 4" AGGREGATE BASE COURSE 10l IF CHANGE IN DIRECTION OR IF RAMP EXCEEDS 30 FEET 1�1 0 0 � h 4" THICK CONCRETE SIDEWALK SECTION 1:20 MAX. a'. 1�e 1 �P� -9 TRUNCATED DOMES ( 10 LIGHT BROOM FINISH 24" CONCRETE 17 CURB & GUTTER \C -4 SIDEWALK HANDICAP RAMP NOT TO SCALE 1. HANDICAP PAKKINU AND AUUESSIBLE AISLES SHALL NUI 24.625" 8 EXCEED 1:50 IN SLOPE IN ANY DIRECTION. IF ONLY ONE SIGNS SHALL BE FABRICATED USING ACCESS ISLE IS INSTALLED, IT IS TO BE A VAN SIZE. STANDARDS: 2. PARKING STALL DIMENSIONING SHALL BE IN ACCORDANCE 1. ALWAYS FOLLOW ALL APPLICABLE GOVERNING AUTHORITY'S WITH APPLICABLE GOVERNING AUTHORITY'S AND ADA STANDARDS. STANDARDS AND IF DIFFERENT THAN THIS DETAIL SHALL 2. SURFACES SHOULD BE CLEAN, DRY, AND FREE FROM LOOSE OR BE THE DIMENSIONING SHOWN ON THE SITE LAYOUT PLAN. 0.625" PEELING PAINT. REMOVE ALL OIL, DUST, GREASE, DIRT, AND OTHER FIRST SURFACE. TUBING FOREIGN MATERIAL TO ENSUIRE ADEQUATE ADHESION. DO NOT APPLY 3. GENERAL CONTRACTOR SHALL REFER TO CHICK -FIL -A WHEN AIR OR SURFACE TEMIPERATURES ARE BELOW 407. PARKING LOT STRIPING SPECIFICATIONS. 3. APPLY SHERWIN- WILLIAMS SETFAST PREMIUM ALKYD ZONE MARKING 4. CONTRACTOR SHALL USE 4" WIDE WHITE REFLECTIVE PAINT EFLECTIVE' NOTE: PAINT A300 WHITE OR A303 YELLOW USING EITHER AIRLESS OR FOR STRIPING ON ASPHALT PARKING LOTS. I .I O 'I ` I' CONVENTIONAL LINE STRIPING EQUIPMENT. USE THE FOLLOWING 5. CONTRACTOR SHALL USE 4" WIDE YELLOW REFLECTIVE DETAIL -1 SETTINGS AS A GUIDE - ACTUAL SETTINGS DEPEND ON ATMOSPHERIC PAINT FOR STRIPING ON CONCRETE PARKING LOTS. BLUE 'REFLECTIVE' CONDITIONS AT THE TIME OF APPLICATION: 6. NO WHEEL STOPS TO BE INSTALLED WHEN PARKING IS BUILDICOLOR 'REFLECTIVE' ADJACENT TO SIDEWALK. CAUTION AIRLESS 7. ADA SIGNS IN BOLLARDS AND BOLLARDS SHALL BE • PRESSURE 1800 -2700 PSI INSTALLED WHEN PARKING IS ADJACENT TO FLUSH CURB I I " HOSE 1'4' -g" ID OR A RAMP. TURN ° TIP 0.015 " - 0.017" I . I o I I fif • FILTER E60 MESH ON L Y • REDUCTION ONLY IF NECESSARY, UP TO 1PT /GAL RIVE -COLOR WHITE VM &P NAPTHA R1K3 lJ . mo,b�0000 ®0000� CONVENTIONAL WHITE REFLECTIVE' • GUN BLINKS 21 (BLEEDER) OR EQUIVALENT 'REFLECTIVE' • FLUID NOZZLE #68 • AIR NOZZLE INTERNAL MIX, #709 PEDESTRIANS • ATOMIZATION PRESSURE 45 -80 PSI • FLUID PRESSURE 40 -70 PSI p • REDUCTION ONLY IF NECESSARY, UP TO 1PT /GAL BLUE 'REFLECTIVE' VM &P NAPTHA R1K3 n 4 • MIX PAINT THOROUGHLY BY BOXING, STIRRING, OR POWER AGITATION BEFORE USE. APPLY AT 15 MILS WET TO ACHIEVE A SPREAD RATE COLOR OF 400 -500 LINEAL FEET OF STANDARD 4" STRIPE PER GALLON. D APPLIED AT THIS RATE AT 70 DEGREES F AND 50% RELATIVE G to ACCESSIBLE PARKING HUMIDITY, PAINT WILL DRY WITH NO TRAFFIC PICKUP AFTER 20 iS @00000 @00000@ ` ` a MINUTES. GENERAL CONTRACTOR TO • RE- STRIPE THE LOT 45 DAYS AFTER OPENING. STANDARD PARKING STALL c-4.o NOT TO SCALE BOTH RAMP CURBS TO BE PAINTED YELLOW, SEE PARKING r5 MATCH SIDEWALK WIDTH LOT STRIPING SPECIFICATION C-4.0 5' MIN. 3' MIN. RAMP 5' MIN. LIGHT BROOM FINISH TRANSITION TRANSITION 1 V: 10 M X V:10�_ MONOLITHIC CONCRETE _ HANDICAP RAMP (3000 PSI) GUTTER SLOPE SHALL NOT EXCEED 5% AT LANDING AREA I 1V:12H MAX. z SIDEWALK I 0 0°0'0 0 0 0 0000 00000000 °0000 000000 0 0 0 0 000 0 0 N 000000000 o °o °o °0 °0 °0 °0 °0° 0 °0 °0 °0 °0 °0 °0 °0 °0° m PAVEMENT 3 "x3" SQUARE ALUMINUM TUBING, MEXICALI RED COLOR OR AS REQUIRED BY LOCAL JURISDICTION OR LANDLORD REQUIREMENTS. CURB SIDEWALK 8 "0 CON I CURB FLARED SIDES 1V:10H MAX. SMOOTHS TOOLED FINISH] AROUND ALL EDGES (TYP) Kn" NOTE: 24.625" 8 SPACES OUT TO OUT SIGNS SHALL BE FABRICATED USING 1.2625" 24" 1.2625" 3.00" @ 3.00" 0/C NOM. 3.00" 0 WITH VINYL COPY APPLIED TO THE 2 "X2" SQUARE 14 DOMES ® 1.670" O/C INTERNAL EMBEDMENT 24 0.625" TY FIRST SURFACE. TUBING N .D FLANGE 9 PER TILE RED EFLECTIVE' NOTE: . I .I O 'I ` I' N DLOR VERIFY COLORS WITH LOCAL DETAIL -1 CIRCLITO RED BLUE 'REFLECTIVE' MUNICIPALITY. I. .I ..:� BUILDICOLOR 'REFLECTIVE' LEFT CAUTION COLOR A 6" DIA. SCH. 80 STEEL I I " o FOR WATCH TURN ° PIPE BOLLARD PAINTED OSHA YELLOW FILLED I . I o I I fif ENTRANCWHITE 'REFLECTIVE' ON L Y WITH CONCRETE I I ckf RIVE -COLOR WHITE lJ . mo,b�0000 ®0000� WHITE REFLECTIVE' FOR 'REFLECTIVE' ONLY COLOR PEDESTRIANS 1 "R COLOR a p o��o�0000�0000� BLUE 'REFLECTIVE' n 4 VAN COLOR 0 D G to ACCESSIBLE PARKING MANOR WHITE iS @00000 @00000@ ` ` a ____ RIGHT TURN ONLY SIGN CAUTION - WATCH FOR COLOR `. I =I I =I I- ao PEDESTRIANS SIGN PENALTY SIGN WITH - III - III -III 0 I- III -I 1(- 24" 30" WORDING AS REQUIRED III ` < a ^' III BY STATE OR LOCAL =III 4 NOTES: RED o @000000000 @ ®® LAW = III =III < d I III -III 'REFLECTIVE' BASE o 2 "x2" SQ. TUBING - a = ` t I I I I I I ONE COLOR EXIT N LETTERING STYLE TO BE CO ` 00000000 ®0000® o WAY o o HELVETICA MEDIUM - I _ _ _ -III- 'REFLECTIVE' ON LY 0 I. III III 1. CURB RAMP RUNNING SLOPES N CO ® 00000000000 @ @@ 0000000000000@ PARKING SIGN i0 -1 I I- III - III -III =1 11 =1 11 -111 =I I I. I I I , I I I -' STOP SIGN & STANDARD 00 SHALL NOT BE STEEPER THAN 1:12 N N B 00000000000000 B o H TO BE CHANGED AS NEEDED) AND CROSS SLOPE SHALL BE 2% w @@@@@@@@@@@@@@ 0.1875" DIA. x 0.0625" HIGH BOLLARD MOUNTED SIGN DETAIL E _ OR FLATTER. ONE WAY SIGN 0 0 0 0 0 0 0 0 0 0 0 0 0 0® ,► MI CRO- TEXTURE UNDERSIDE 2. DETECTABLE WARNING SURFACES 0 00000000000000 OF TILE 0.625" 0.625" SHALL BE CONSTRUCTED BY 00000000000000 00000000000000 0625" DIA. HOLES TEXTURING PRODUCTS CONFORMING . A THROUGH EMBEDMENT TO PROWAG R304. TRANSITION FLANGES REFLECTED PLAN SLOPES ARE NOT TO HAVE DETECTABLE WARNINGS. N n 1.2625" 1.670" TYP. CONTRACTOR SHALL CONFIRM ° C° 1.2625 "1.670" TYP. N PLAN r 1.670" TYP1.262?5" 00 LOCAL CODES ARE MET. 0 3. WHERE A CURB RAMP IS ° CONSTRUCTED WITHIN AN EXISTING 000000 000000000 000 CURB, CURB & GUTTER AND /OR 000000 000000000 000 SIDEWALK, THE EXISTING CURB & U) LO 000000 0 000 GUTTER SHALL BE REMOVED TO THE 5 O 0000 O O O O O O O NEAREST JOINT BEYOND THE CURB TRANSITIONS OR TO THE EXTENT 0.1875" DIA. VENT 0 0 0 0 0 0 0 0 0 THAT NO REMAINING SECTION OF 0.1875" 0.625" HOLE THROUGH HOLE (ONE PER 0 0 0 0 0 0 O Q' 0 o CURB OR CURB & GUTTER IS LESS EMBEDMENT FLANGES AS CELL EACH SIDE) 000 00 � 0 000 °O °° � THAN 5' LONG. THE EXISTING SHOWN IN REFLECTED PLAN 0 0 0 O 0 0 O SIDEWALK SHALL BE REMOVED TO CENTERED TYP. SECTION A -A O O O O �� O O O O O O THE NEAREST JOINT BEYOND THE 0• TRANSITION SLOPE WALK AROUND 90° POINTS 00000 0 00 000 0 00 OR TO THE EXTENT THAT NO 0 1.2625 "1.670" TYP. 0.045" HIGH 0.1875" DIA. 0 1.670" TYP1.262!5" 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 REMAINING SECTION OF SIDEWALK IS N VENT HOLE (ONE N 00 0000 000000000000000 LESS THAN 5'. 0 PER CELL EACH °. o 0 4. THE PLAN MUST PROVIDE FOR 0 SIDE) � 000 00 000000000 000 DETECTABLE WARNING SURFACE 000 0 0 00 0000 0 0 COLORS OR MATERIALS THAT 000 0 0000 0 O PROVIDE THE NECESSARY LO M e O O O 00 O O O 000 11 CONTRAST, EITHER DARK -ON- LIGHT, OR LIGHT -ON -DARK. 00 000 5. TRUNCATED DOMES TO BE 000 000 3.00" TYP. 3.00" O 0 0 0 0 INSTALLED USING ARMOR TILE CAST 0.1875' 0.625" DIA. 0 0 0 0 0 0 0 0 0 0 Ln IN PLACE DOME TACTILE TILE. PART HOLE INTERNAL EMBEDMENT NOTE: OPTIONAL N � NUMBER ADA -2424 OR OTHER 3.00" EMBEDMENT FLANGE ®3" 0/C (SEE SOUND AMPLIFYING 0.08906" ° 0.08906" EQUIVALENT APPROVED MATERIAL. FLANGES AS PLAN FOR ORIENTATION) PLATE AIDDED BY NOTE: ° PREFERRED MANUFACTURER ARMOR SHOWN IN MANUFACTURER 0.08906" FIELD LEVEL 0.08906" TILE TACTILE SYSTEMS LANCE REFLECTED PLAN SECTION B -B - MICRO- TEXTURE MITCHELL(919- 622 -4615 UNLESS 41 POINTS PER PAVERS ARE REQUIRED, DETAIL -1 SQUARE INCH CONTRACTOR TO VERIFY THAT 10 TRUNCATED DOMES - CAST I N PLACE HANDICAP RAMPS MEET LOCAL c -4.o CODES AND ADA REQUIREMENTS. NOT TO SCALE SMOOTHS TOOLED FINISH] AROUND ALL EDGES (TYP) Kn" NOTE: I / PAINT CONCRETE I I o SIGNS SHALL BE FABRICATED USING V 24" WHITE BLACK AFTER CURING S/F 0.08 NON- ILLUMINATED ALUMINUM WITH VINYL COPY APPLIED TO THE 2 "X2" SQUARE 'REFLECTIVE' AT ASPHALT LOCATIONS 24 24" FIRST SURFACE. TUBING COLOR .D RED EFLECTIVE' NOTE: t 1 I .I O 'I ` I' DLOR VERIFY COLORS WITH LOCAL I I' CIRCLITO RED BLUE 'REFLECTIVE' MUNICIPALITY. I. .I ..:� BUILDICOLOR 'REFLECTIVE' LEFT CAUTION COLOR CONCRETE 6" DIA. SCH. 80 STEEL I I " o FOR WATCH TURN ° PIPE BOLLARD PAINTED OSHA YELLOW FILLED I . I o I I fif ENTRANCWHITE 'REFLECTIVE' ON L Y WITH CONCRETE I I ckf RIVE -COLOR WHITE ITE = FLECTI VE' LOR i C F CD CD 1 DRIVE -THRU SIGN LEFT TURN ONLY SIGN po L- 12 PAINT CONCRETE I I o 24" 24" WHITE BLACK AFTER CURING I I o 'REFLECTIVE' AT ASPHALT LOCATIONS I .I o COLOR I I m RED PERMIT PARKIN NLY TOW AWAY ZONE I .I O 'I ` I' 'REFLECTIVE' °0 BLUE 'REFLECTIVE' 4000 PSI I' I I I RIGHT COLOR CAUTION COLOR CONCRETE WATCH TURN WHITE lJ . WHITE REFLECTIVE' FOR 'REFLECTIVE' ONLY COLOR PEDESTRIANS 1 "R COLOR a BLUE 'REFLECTIVE' n 4 VAN COLOR a.� D G to ACCESSIBLE PARKING MANOR WHITE _ ` ` a ____ RIGHT TURN ONLY SIGN CAUTION - WATCH FOR COLOR `. I =I I =I I- PEDESTRIANS SIGN PENALTY SIGN WITH - III - III -III a I- III -I 1(- 24" 30" WORDING AS REQUIRED III ` < a ^' III BY STATE OR LOCAL =III 4 a =III= _ _ RED CRETE LAW = III =III < d I III -III 'REFLECTIVE' BASE o 2 "x2" SQ. TUBING - a = ` t I I I I I I ONE COLOR EXIT N LETTERING STYLE TO BE 1 =I I d a ` I I -III o WAY WHITE o HELVETICA MEDIUM - I _ _ _ -III- 'REFLECTIVE' ON LY B I. III III = III = III =III =III III =III COLOR A HANDICAPPED PARKING SIGN III III Eli �_ 11 -1 I I- III - III -III =1 11 =1 11 -111 =I I I. I I I , I I I -' STOP SIGN & STANDARD MOUNTING POST 2 -0 (D.O.T. STYLE SIGN - COPY H TO BE CHANGED AS NEEDED) EXIT ONLY SIGN BOLLARD MOUNTED SIGN DETAIL E _ ONE WAY SIGN DIRECTIONAL SIGNAGE NOT TO SCALE NOTE: "SIGNS PROVIDED AND INSTALLED BY CFA SIGNAGE CONTRACTOR" " EXPANSION JOINT J'" CONTRACTION JOINT (SEE NOTE #1)- (SEE NOTE #1) 5-0" LIGHT BROOM FINISH CONCRETE) SURFACE AREA INSIDE OF TOOLED EDGE TO CREATE PICTURE FRAME EFFECT URETHANE JOINT SEALING COMPOUND 3000 PSI COMPRESSIVE `� 2' STRENGTH CONCRETE MIX PER SPECIFICATION. 6'x6 "x6 GAUGE WELDED "" DECK -O -FOAM EXPANSION 4" AGGREGATE) \-4" CONTRACTI N JOINT JOINT FILLER W/ PRE - SCORED BASE COURSE STRIP OR OTHER CFA APPROVED MATERIAL EXPANSION JOINT CONTRACTION JOINT TYPICAL_ CONCRETE SIDEWALK NOT TO SCALE NOTES: 1. JOINTS AT 5' -0" O.C. TOOLED 4" WIDE, 1" DEEP OR MAX. 4Q DEEP WHICHEVER IS GREATER. EXPANSION JOINTS AT 20' MAX. & ALL P.C.s, UNLESS APPROVED OR INDICATED OTHERWISE ON PLAN VIEW JOINT PATTERN. SIDEIWALK ELEVATIONS VARY - HOLD FLUSH WITH FINISHED FLOOR AT ENITRANCE WAYS. PLANTING AREAS MAY EXIST BETWEEN THE BUILDING AN(D THE BACK -OF- SIDEWALK (SEE SITTE PLAN). EXPANSION JOINTS DO N(OT APPLY TO SIDEWALK SECTION 6.5' MIN. ADJACENT TO PLANTING AREAS. (SEE SITE PLAN NOTIICE: ALWAYS ALIGN BUILDING CURB AND SIDEWALK JOINTS. SLOPE 1:50 MAX. BUILDING FOOTING. " 11 EXPANSION JOINT 4" AGGREGATE 24" CONCRETE 4 17 CURB & GUTTER 2-4. PAVEMENT, AS SPECIFIED IN GEOTECHNICAL REPORT BASE COURSE STABILIZED AGGREGATE BASE COARSE, AS SPECIFIED FOR PAVEMENT COMPACTED SUBGRADE AS SPECIFIED TION NOT TO SCALE 20 10 0 20 40 Scale in Feet 1 inch = 20 ft. 5200 Buffington ' • Atlanta '• • • 30349-2998 Mark Date By Sheet C -4.0 f 2' -0" CHAMFER 12' -0 RAMP LANDING I LANDING RAMP CONCRETE w DRIVE -THRU LANE 24" CONCRETE 6" HEADER 0 o �. �. vE END 24" CURB FACE OF CURB CURB &GUTTER CURB ° N. 6" HEADER ' AND GUTTER x:,' 1' CURB' EL. _ -8" FACE OF BUILDING EL. =. . EL _w. 6 "0 BOLLARD / 90 \ DRIVE -THRU PLAN NOT TO SCALE NOTE: ALL ELEVATIONS ON THIS DETAIL ARE RELATIVE TO FFE = 0' N 3.0' INDICATED OTHERWISE EXPANSION JOINTS AT 20' MAX. & ALL P.C.s, UNLESS APPROVED OR INDICATED OTHERWISE ON PLAN VIEW JOINT PATTERN. 4" CONCRETE CURB & GUTTER .ad r r d �I IIII�'lu-*�^7i� �•r'illliiil�,iiil�i � CONCRETE FOR RADIUS PROTECTION SUBBASE PREPARED AND COMPACTED TO A SHALL HAVE A MINIMUM COMPRESSIVE MINIMUM DENSITY OF 95% MODIFIED PROCTOR STRENGTH OF 3000 P.S.I. AT 28 DAYS. OR AS SPECIFIED BY A GEOTECHNICAL ENGINEER SEE NOTE #1 CROSS SECTION 16 LANDSCAPE & IRRIGATION PROTECTOR NOT TO SCALE NOTE: 1. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. ER DRIVE -THRU ISOMETRIC NOT TO SCALE NOTE: 1. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. PAVEMENT DIMENSION REFER PAVEMENT DIMENSION REFER TO FACE OF CURB UNLESS TO FACE OF CURB UNLESS INDICATED OTHERWISE INDICATED OTHERWISE 2' -0" 2' -0" 6 � „R 6” 91141 " 1 j "R 1 "R N c0 d a � c0 a4.e - d N N L4. „ <.< . <. d a a d LIGHT BROOM FINISH `SEE GEOTECHNICAL REPORT FOR THICKNESS O SPILLING CURB AND GUTTER OB CATCHING CURB AND GUTTER OF AGGREGATE UNDERNEATH PAVEMENT AND CURB AND GUTTER CONCRETE FOR CURBING SHALL HAVE CONSTRUCTION STAKING FOR CURBING AT CONTRACTOR'S OPTION THE GUTTER A MINIMUM COMPRESSIVE STRENGTH OF INSTALLATION SHALL BE REFERENCED THICKNESS MAY BE INCREASED AT THE EDGE 3000 P.S.I. AT 28 DAYS. (CUT OR FILL) TO THE TOP OF CURB OF PAVEMENT TO MAKE BOTTOM OF GUTTER PARALLEL WITH PAVING OF BASE COURSE. CONTRACTION JC!NTS AT 10' -0" O.C. TOOLED 1/4" ( ±1/16 ", -0) WIDE, 1" OR MAX. D/4 DEEP WHICHEVER IS GREATER. EXPANSION JOINTS AT 40' MAX. AND ALL P.C.'s, UNLESS APPROVED OR INDICATED OTHERWISE ON PLAN VIEW JOINT PATTERN. REFUSE ENCLOSURE PLANS GENERAL NOTES: A 2' -0" 1. SEE SITE PLAN FOR LAYOUT OF 4. SEE ARCHITECTURAL PLANS FOR TYP. CONCRETE LOADING PAD. ADDITIONAL DETAILS ON TRASH Q 2. SEE GRADING PLAN FOR ENCLOSURE. ELEVATIONS ON DUMPSTER PAD 5. GENERAL CONTRACTOR SHALL A AND DRAINAGE OF INTERIOR DRILL HOLES FOR GATE PINS IN 7" THICK 4000 PSI CONCRETE ¢ TRASH ENCLOSURE. BOTH THE OPEN AND CLOSED APPROACH PAD WITH #3's @ POSITION. 12" ON CENTER EACH WAY w 3. PROVIDE POSITIVE DRAINAGE ON APPROACH PAD AWAY FROM A A DUMPSTER. tA a - C Z, 4000 PSI COMPRESSIVE SAW JOINT ASPHALT STRENGTH CONCRETE PAVEMENT AND PROVIDE XPANSION JOINT AT BASE COURSE APP OACH SLAB/ REFUSE EACH W ON CENTER EA WAY ENCLOSURE INTERFACE (SEE DETAIL) J Q t z ci N H m s 0' 0" TOP OF is PPROACH 0' -0" TOP OF < d, APPROACH d d i� z d '' SLAB SLAB PAVEMENT d' / THICKNESS / / SEE NOTE #1 - �, *SEE NOTE A \\ -SEE NOTE 7�1 / / \I\ SEE NOTE A� / // \\ \� /'� u�i, III I III —I 6" SUBBASE 0 / O O / � #4 REBAR FOR CONTINUOUS 9" SEE NOTE #1 REINFORCEMENT OF *SEE NOTE A *SEE NOTE A *SEE NOTE A TOP OF THICKENED EDGE 4" GRAVEL BASE REFUSE SLAB SEE NOTE #1. AT ±3" 'TO 6" *SEE NOTE A ABOVE SLOPE REFUSE SLAB TO REAR APPROACH SECTION A - A ENCLOSURE. OMIT 8 "x16" BLOCK AND SLAB - SEE BRICK AT FLOOR LEVEL AS INDICATED GRADING NOT TO SCALE (* *SEE NOTE B). PLAN NOTE: 1. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT *NOTE A: SEE ARCHITECTURAL PLANS FOR WORK BEYOND FOR PAVEMENT SECTION REQUIREMENTS. APPROACH SLAB, EXACT BOLLARD LOCATIONS, BOLLARD SETTING SPECIFICATIONS, EXACT DIMENSIONS, ENCLOSURE DETAILS, ETC. * *NOTE B: PROVIDE TWO (2) THRU WALL DRAINS EVENLY SPACED ALONG REAR WALL AS INDICATED IN LIEU OF FLOOR DRAINS IN REFUSE SLAB. AT EACH THRU -WALL DRAIN AT REFUSE ENCLOSURE, OMIT 8 "x16" CMU AND ASSOCIATED BRICK AT FLOOR LEVEL AND GROUT FILL OPEN CELLS OF CMUs BELOW. SEE ARCHITECTURAL PLANS FOR ADDITIONAL DETAIL(S). ENCLOSURE APPRO NOT TO SCALE �1 " CONCRETE `4.1 NOT TO SCALE — 12" t #4's @ 12 "O.C. N 3 -12 MOUNtABLE DOME CURB (N.T.S.) NOTES 1. PRE -CUT EXPANSION JOINT MATERIAL SHALL BE USED IN ALL EXPANSION JOINTS. 2. DUMMY JOINTS SHALL BE INSTALLED AT 10 ft. INTERVALS, MAXIMUM. 3. INSTALL EXPANSION JOINTS EVERY 40 ft., MAXIMUM, AT ENDS OF RADIUS, AND A MINIMUM OF 5 ft. FROM INLET STRUCTURES. 4. BREAK AS NEEDED TO ENSURE POSITIVE DRAINAGE 5. CONCRETE TO BE 5,000 P.S.I. 6. MOUNTABLE CURB TO BE PAINTED YELLOW. STEEL POST CAP 6- STEEL PIPE (SCHEDULE 80) FILLED 19 C _ -4.1 ENCLOSURE APPRO NOT TO SCALE �1 " CONCRETE `4.1 NOT TO SCALE — 12" t #4's @ 12 "O.C. N 3 -12 MOUNtABLE DOME CURB (N.T.S.) NOTES 1. PRE -CUT EXPANSION JOINT MATERIAL SHALL BE USED IN ALL EXPANSION JOINTS. 2. DUMMY JOINTS SHALL BE INSTALLED AT 10 ft. INTERVALS, MAXIMUM. 3. INSTALL EXPANSION JOINTS EVERY 40 ft., MAXIMUM, AT ENDS OF RADIUS, AND A MINIMUM OF 5 ft. FROM INLET STRUCTURES. 4. BREAK AS NEEDED TO ENSURE POSITIVE DRAINAGE 5. CONCRETE TO BE 5,000 P.S.I. 6. MOUNTABLE CURB TO BE PAINTED YELLOW. STEEL POST CAP 6- STEEL PIPE (SCHEDULE 80) FILLED WITH CONCRETE 3 PAINT BOLLARD WITH DARK _ BRONZE TONE EXTERIOR ENAMEL PAINT AT DRIVE THRU. PAINT BOLLARD WITH z BRONZE COLOR AT ALL OTHER LOCATIONS. ANCHOR STEEL PIPE IN CONCRETE FOOTING, 2' -0" DIAMETER x 2' -6" DEPTH ' ASPHALT PAVEMENT APPLICATIONS d , I I I I —_ —I i— dIEl�1 -1 I 1-111 < - III —III III � � d " — —� , <. • 6' d 2' -0" EXPANSION JOINT / CONCRETE PAVEMENT/ SLAB APPLICATIONS d d '2o PICK UP WINDOW BOLLARD C-4.1 NOT TO SCALE NOTE: BOLLARD HEIGHT SHALL BE 5' -0" AT DRIVE -THRU WINDOW 20 10 0 20 40 Scale in Feet 1 inch = 20 ft. 00 Buffington R• Atlanta ' • • • 30349-2998 Mark Date By Sheet C - 4,0 EXTEND BASE 6" BEYOND FOR APPLICATIONS WITHOUT CURB & 4000 PSI COMPRESSIVE GUTTER, SIDEWALKS, BUILDINGS STRENGTH CONCRETE 4000 PSI COMPRESSIVE OR OTHER STRUCTURES. STRENGTH CONCRETE 4000 PSI COMPRESSIVE " WIDE SAWED OR PREMOLDED JOINT, 12' MAX. STRENGTH CONCRETE 1.5" THICK ASPHALTIC SPACING, SEAL JOINTS WITH POLYURETHANE DOWELED CONSTRUCTION MIX PER SPECIFICATION. CONCRETE SURFACE COURSE 2.5" THICK ASPHALTIC SEALANT TO WITHIN J" FROM TOP. SEE PLAN FOR JOINT 6 "x6 "x6 GAUGE WELDED CONCRETE BINDER COURSE SLAB THICKNESS WIRE FABRIC SEATED AND SECURED ON STANDS d a. a G < rob '. a .r ". d. a < a <d a a a < i. _. r 4T.aAd .d r G EXISTING PAVING iPROPOSED PAVING a �c_ _ J I .___r TTTTTTTT� f 1 -1 T f < a <. L =1 I I =1 I I I � 11 1 11 1 11 11 =1 1 11 1 11 I I -I � II I I � 1Lri III I II =1 11 =1 11 =1 11 =1 11 =1 1 =1 1 1 1 11 =1 11 =1 1 11 1 1 1 11 1 =1 11 =1 = 11 =1II II -I -I I I -II - I I -I I -I II -III I -I I- I I I I I I -I SEE PLAN FOR SLAB SUBBASE SUBBASE _ _ _ IF PRESENT ON -SITE, UNSUITABLE SUBGRADE THICKNESS SEE NOTE #1 SEE NOTE #1 -I I III - III - III -III -I - IIII (1 -I 5200 Buffington Rd. MATERIAL SHALL BE REPLACED WITH SUITABLE SUBBASE MATERIAL AS SPECIFIED IN THE GEOTECHNICAL GRADE A36 STEEL DOWEL 4 AGGREGATE BASE Atlanta Georgia, SEE NOTE #1 REPORT. 14" LENGTH, 12" O.C. SPACING, " COURSE SEE NOTE #1. SUBBASE 30349 -2998 GREASE OR SLEEVE ONE END 6" THICK AGGREGATE SEE NOTE # BASE COURSE Revisions: TRANSVERSE AND LONGITUDINAL TRANSVERSE AND LONGITUDINAL 25 CONCRETE PAVING DRIVE -THRU LANE Mark Date By 21 TYPICAL PAVEMENT SECTION 22 23 DOWELED CONSTRUCTION JOINT C-4.2 NOT TO SCALE C-4.2 TO SCALE C -4.2 NOT TO SCALE c-4'2 NOT TO SCALE NOTE: NOT NOTE: NOTE: NOTE: 1. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL 1. GENERAL CONTRACTOR SHALL REFERENCE SITE 1. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL 1. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. SPECIFIC GEOTECHNICAL REPORT FOR PAVEMENT, REPORT FOR PAVEMENT SECTION REQUIREMENTS. REPORT FOR PAVEMENT SECTION REQUIREMENTS. AGGREGATE, AND SUBGRADE SECTION REQUIREMENTS. Mark Date By MAX. RISE /RUN FOR ACCESSIBLE RAMPS 0 MAXIMUM PAINT HANDRAIL SLOPE MAXIMUM RISE HORIZONTAL TOP RAILS DARK BRONZE '- "--"A" PROJECTION 1' -0" � 1:12 TO < 1:16 30 INCHES 30 FEET 10 x R�" CHANNEL PAINT SOLID � PAINT SOLID .062" TOP WALL 30' -0" MAX. RUN BEFORE A 5' -0" LONG HANDRAIL 1:16 TO < 1:20 30 INCHES 40 FEET Mark Date By 078" SIDEWALL INTERMEDIATE LANDING IS REQUIRED 1' 0" 68 36" CLEAR MIN RAMPS SECTION 4.8.1 - 4.8.3 L * "ANY PART OF AN ACCESSIBLE ROUTE WITH A SLOPE GREATER 1.5' 1.5' 4 SPACING 1" THAN 1:20 SHALL BE CONSIDERED A RAMP AND SHALL 11 IFTF �'B" COMPLY WITH 4.8" cc 6�" 60" MIN LANDING L�-7- * "THE LEAST POSSIBLE SLOPE SHALL BE USED FOR ANY RAMP." 1 I= III * "THE MINIMUM CLEAR WIDTH OF A RAMP SHALL BE 36 "." t *SEE MAXIMUM RISE /RUN CHART FOR ACCEPTABLE SLOPES. in in LANDINGS SECTION 4.8.4 ALTH OF " x x .050 PICKET / 4 SET PIPE *LEVEL LANDINGS WILL BE PROVIDED AT TOP AND BOTTOM OF C4 �n L HORIZONTAL PROJECTION (RUN) 60" MINIMUMI LANDING N CONC. WIDE AS RAMPAN N LANDING SHALL BE MIN. 60" AND BE AS N N `© HANDRAIL MIN. BOTTOM RAILS ELEVATION FOOTING *IF RAMP CHANGES DIRECTION LANDING WILL BE MIN. 60 "x60" 0 D' 11" x 1 ;" CHANNEL \ * "IF A DOORWAY IS LOCATED AT A LANDING, THEN THE AREA IN .062" TOP WALL < a. FRONT OR THE DOORWAY SHALL COMPLY WITH 4.13.6" MULI1'-LAN� 5f'�11' MUL11'LAN� M��G� LIC. 3253 .078" SIDEWALL _ d 14 "0 TO 14 "0 > HANDRAILS SECTION 4.8.5 AND 4.26Q a I 32 DRIVE -THRU DIRECTIONAL GRAPHICS 2/24/14 " * "IF A RAMP HAS A SLOPE GREATER THAN 5% AND A RISE S�O 43 GRADE 1 °�° < d GREATER THAN 6" OR A HORIZONTAL PROJECTION GREATER C -4.2 NOT TO SCALE NAL ,r. RAMPS AND HANDRAILS TO BE IN COMPLIANCE d' a THAN 72 ", THEN IT SHALL HAVE HANDRAILS ON BOTH SIDES" ' a HANDRAIL NOTES: I� ' • .• a ' I I "' WITH SECTION 4.8 OF THE 'AMERICANS WITH ` z *HANDRAIL WILL BE CONSTRUCTED OF WELDED STEEL PIPE - 1. GENERAL CONTRACTOR SHALL REFER • CONCRETE .~ I - �__ I ! SIDEWALK , DISABILITIES ACT' a. GRIND SMOOTH AND PAINT TO MATCH DARK BRONZE. TO CHICK -FIL -A PARKING LOT STRIPING SPECIFICATIONS, SEE DETAIL 5 DETAIL „A„ SECTION 4.8.6, 4.3.7 2. CONTRACTOR SHALL USE WHITE C -4.0 U CORE SIDEWALK AND CROSS SLOPE REFLECTIVE PAINT ON ASPHALT & GROUT EACH POST 8" SQUARE/ *THE CROSS SLOPE OF RAMP SURFACES SHALL BE NO GREATER YELLOW REFLECTIVE PAINT ON a o 26 ALUMINUM HANDRAIL 27 TYPICAL ADA RAMP AND HANDRAIL THAN 1:50. CONCRETE. z � C -4.2 NOT TO SCALE DETAIL "B" *NOWHERE SHALL THE CROSS SLOPE OF AN ACCESSIBLE ROUTE D -0 0 a � C -6 NOT TO SCALE EXCEED 1:50. Q - 3 N NOTE. USE ONLY COMMERCIAL GRADE ALUMINUM FENCING NOTE: Q a C) 1. USE ONLY COMMERCIAL GRADE ALUMINUM FENCING � >T 0 _ :c WITH DARK BRONZE POWDER COAT FINISH WITH DARK BRONZE POWDER COAT FINISH �',•. S a' MENU BOARD � MICROPHONE I i` z 3' CLEAR PERIMETER, FREE I ° °�� >se`�°.,, 0 I ° FROM REBAR, WIRE SCREEN, € _ €° r• > 00 0, REINFORCING BARS, ELECTRIC'' �(D i I CABLE OR METAL OBJECTS. SPEAKER I ° . -_ " "';` *.`"v n i ti,1 CD I °o f 3 i♦` 3 CD STEEL POST CAP - 1 I CANOPY ABOVE 1 j L_ I } I _ ! € a '""`�r`I � t I, 'Ilk . i s NOTE: MENU BOARD 6"' STEEL PIPE I BOLLARD HEIGHT SHALL BE (SCHEDULE 80) FILLED I 8' -0" ............... O �'� 2 12 - 18" WITH CONCRETE 5'-0" AT DRIVE -THRU _ _. g 1 WINDOW AND DUMPSTER t- 2 ' ENCLOSURE _. 4 PAINT BOLLARD WITH RED �. EXTERIOR ENAMEL PAINT AT " - 3' LOOP 6 r`1.5 x 5 FEET fTI,- 1 3 i DRIVE THRU. PAINT BOLLARD �p 1 WITH BRONZE COLOR AT ALL I ; `:, STORE ._.. OTHER LOCATIONS. in 2 U S06 ANCHOR STEEL PIPE IN CONCRETE FOOTING, 2' x 2' x �r � -9 95 � EXPANSION JOINT PAINT 2" TOP OF I51,ANb CUp0 PLAN 6" PIPE BOLLARD Panto s Drive ASPHALT PAVEMENT C NCRETE PAVEMENT SLAB CURB YELLOW FILLED w. CONCRETE Co. PPLICATIONS / PAINTED RED C- 4.2 /OG��G Albemarle lo APPLICATIONS < r. PLAN VIEW Virginia a a d < < SHEET TITLE < < 1 1III I IWI z l ISOMETRIC VIEW CHICK -FIL -A a< , . , a . =1 I L� k.a I MENU BOARD STANDARD _I I__I I I a. a 1 =1 I i PARTS LIST DETAILS I �_� I •�< � � � �'� � I- ---;_I PAINT FACE OF Lai I I_ 1 I (ar d a , a< ' � °I I I`�"I � � CURB YELLOW DRIVE THRU LANE 2" CLEAR BETWEEN E 0) PREFAB (FOLDED) LOOP (1.5'x 5') lilt r III ; ICI -; _ CONCRETE PAVING LOOP AND SURFACE I BUILDING ��.�. ; ��.-�� tt' CONDUIT FROM � 1/2" PVC COUPLING DWG EDITION 05.9 LEI I I_ I I 1 =1 I=1 11 =III I 1 9 =1 11- ;III REVIISION I- -11 I =1�`��I -I�.� ��I; ��LII�; IIII�•�i -- ' , 3� 1/2 "PVC SLEEVE COUPLING 1/2" PVC TUBING (3' LENGTH) 2 O5 1/2" PVC CORNER FITTING Job No. :22100 © 1/2" PVC 90° ELBOW 33 DRIVE THRU ORDER POINT LOOP BOLLARD VEHICLE LOOP 1/2" PVC TUBING (2' LENGTH) Store :03187 C -4.2 NOT TO SCALE DETECTOR SUPPORT MENU BOARD Date 15LANn CUP0 ��FVA110N FOUNDATION 34 DRIVE THRU ORDER POINT ISLAND CURB ._.____ _ _. � raven By H &D C-4.2 NOT TO SCALE SECTION VIEW Checked By: JGD 35 MENU BOARD LOO P DETECTION SYSTEM Sheet C -4.2 NOT TO SCALE NOTES: 20 10 0 20 40 1. LOOP DETECTOR IS MODEL NO. VDL100 VEHIVLE DETECTION LOOP MANFUACTURED BY MH ELECTRONICS, INC. Scale in Feet 1 inch = 20 ft. o 2. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR INSTALLAION. 60" 6" MIN MIN. ,�- 17.5" - (22.5" FOR COMPOUND METER) PLAN 24" x 30" ALUMINUM 44" MIN WINGNUT LOCKING STRAINER A 18" ASSEMBLY MIN � METER MIN 12" MW �.... BYPASS. WINGNUT,LQCK�ING ..•'.- .:.•,::.... ..,... . ..•.:,.••',:.;�••S,', VDOT t .V57 ASSEMBLY ELEVATION CRUSHED STONE JULY 2011 NOTES: 1. MINIMUM WALL THICKNESS FOR PRECAST VAULT SHALL BE 4 ". 2. OUTSIDE OF VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. 3. CONSULT WITH DEPARTMENT OF PUBLIC WORKS - WATER DIVISION FOR METER LAYING LENGTH. 4. INSTALL WARNING TAPE AND TRACER WIRE WITH SERVICE LATERAL. TERMINATE WIRE IN A LOOP WITHIN METER BOX. � . CITY OF CHARLOTTESVILLE METER VAULT � .5" AND 2" METERS REVISION DATE SCALE: N.T.S. I STANDARD NUMBER: W 6 T---- A - ELEVATION JAN 2011 CITY STANDARDS ., ° CITY OF CHARLOTTESVILLE SEWER LATERAL CONNECTION - TYPICAL REVISION DATE SCALE: N.T.S. I STANDARD NUMBER: WW 5.0 DI-2A. 2B, 2C EXISTING OR PROPOSED SIDEWALK. SEE NOTE 15 EXPANSION JOINT �i BACK OF SIDEWALK EXPANSION JOINT I A r5" CSCA -1• �C Q\ \0��� FACE OF CURBS FLOW OO� CRACK CONTROL JOINT I2'-2" 8" C 3'-0" 3' -6" PLAN VIEW 10, MAX A GALVANIZED MC 6 X 12 1-4 t 1 r I L -- - --- Ily I 1 B I 2., W B DIAMETER I� WEEP HOLE BARS E SEE NOTE 8 FRONT ELEVATION DI -2A DI -2B f BARS A-1 • TYPE FITTING. CAST i GALV. 2. THE "H" DIMENSION SHOWN N THE IRON I STEEL TEE BRANCH SHALL BE 66 # BARS A -1 D D /_"WY1" SAME SIZE AS 3 LEIS I B WELDED M LATERAL (4" MI IN ) TYPICAL. CONNECTORS BARS C m NOTES: C BARS A '-7 BARS 1. USE DUCTILE IRON PIPE FROM SEWER MAIN COLLAR 0.765 2'_7„ No. TO CLEANOUT IF LESS THAN 3.5 FT. COVER BARS A -f L 2I2 "'X212'4'/,° GALV. SLOPE OF INCLUDED IN THE BD PRICE FOR THE APPROACH N m EXISTS. PLAN z 2. Lin. Ft.* SEWER LATERAL TAPPED INTO EXISTING WARPED SECTION D -D > -_ 83ARS E SURFACE 6" C-C WELD T_911 SEWER MAIN SHALL BE CONNECTED USING BEFORE BARS B -1 GALV. A ROMAC PIPE SADDLE (STYLE SB) OR GALV. WELD ALL a MCSX12 %2 X 4" 3' -2" APPROVED EQUAL. ALL TAPS SHALL BE SECTION C -C CONNECTOR - TO COLLAR. ADECREASE To 1" CORE - DRILLED. WHEN INLET IS USED SECTION E -E GRADE 3. LATERAL SHALL NOT PROTRUDE INTO SEWER 5.265 APPROACH GUTTER X, 4 3' -2" MAIN. 1 0.45 0.582 CLEANOUT /4. WHERE THE DISTANCE "A" IS SUCH THAT SEE DRAWING WW 5.1 MORE THAN ONE PIPE JOINT IS REQUIRED 6' 2.23 4 3' -2" AND THE PIPE SLOPE EXCEEDS 20% 7' -0" / 35' -6" 7 SLOPE 1/4" PER FT MIN.; CONTRACTOR SHALL PROVIDE ANCHORAGE IN 2' -0" 3 4' -0" 12" PER FT MAX. ACCORDANCE WITH DRAWING WW 6.0. 119 8' 2.51 PIPE BEDDING 5. SEWER LATERAL CONNECTIONS INTO 5 9' -0" 4 35' -6" EXISTING MANHOLES SHALL BE IN 4' -3" to 4'-6" 45' 2' -0" 3 ACCORDANCE WITH DETAIL DRAWINGS WW 3 -/ 154 2.0, WW 2.1, WW 2.2, OR WW 2.3 AS 10' 239 4 I 5 APPLICABLE. 4 j .•_ / .,� 4' -3" to 4'-6" 5 6. IF MAIN LINE IS LINED, SEE DETAIL WW 5.2. T---- A - ELEVATION JAN 2011 CITY STANDARDS ., ° CITY OF CHARLOTTESVILLE SEWER LATERAL CONNECTION - TYPICAL REVISION DATE SCALE: N.T.S. I STANDARD NUMBER: WW 5.0 DI-2A. 2B, 2C EXISTING OR PROPOSED SIDEWALK. SEE NOTE 15 EXPANSION JOINT �i BACK OF SIDEWALK EXPANSION JOINT I A r5" CSCA -1• �C Q\ \0��� FACE OF CURBS FLOW OO� CRACK CONTROL JOINT I2'-2" 8" C 3'-0" 3' -6" PLAN VIEW 10, MAX A GALVANIZED MC 6 X 12 1-4 t 1 r I L -- - --- Ily I 1 B I 2., W B DIAMETER I� WEEP HOLE BARS E SEE NOTE 8 FRONT ELEVATION DI -2A DI -2B f BARS A-1 • I = I , - = I I I I �' - _ - o' WEEPHOLE n 11/4" L 2lz;X2[ 'X1/4" 1 i I Fr d N o BARS A_1 r SEE NOTE 8 BENT PLATES `� SLOPE OF IZ _i w o, • ow. z 1 BAPS _ I •APO" C -C SURFACER L BARS B • FOR USE ON GRADES w 10" C -C I i 1 'X4" STUD DI -2C L Z BARS F 8S C C o /a _ I ELSEDCTO ANGL IRRONN . 2' C -C TYPE A SURFA E TYPE B FLOW I I SEEPNOTE 5 FLOW NOSE DETAILS W 2' -3" TYPE A NOSE DETAIL SHALL BE USED WITH CG -7 STANDARD. TYPE B NOSE DETAIL SHALL BE USED WITH CG -6 STANDARD. GALVANIZED PLATE FOR TYPE A TO BE BEA��4�T ON AN ANGLE FOR USE IN SAGS SECTION A -A SHEAF•CONNECTORSO BE ANCHOREENWIPLATEXAT STUD BOTH SIDES TO BE SYMMETRICAL FOR STEP DETAILS SEE STD. ST -1. XVDOT STANDARD CURB DROP II�ILET SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET 1 OF 2 1 REVISION DATE 12" - 24" PIPE: MAXIMUM DEPTH (H) - 9' 233 1047 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 CUT AND REMOVE SERVICE LATERAL MIN OF 3' FROM MAIN. CLOSED CORP STOP IF COPPER SERVICE LINE, WATER 3' MIN CRIMP AND BEND OVER CUT MAIN END OF SERVICE LATERAL. IF GALVENIZED SEAL END WITH NON- SHRINK GROUT OR FOAM, NOTES: 1. METER TO BE REMOVED BY THE CITY. 2. CORPORATION STOPS SHALL BE COMPLETELY CLOSED AND CHECKED FOR LEAKS. LEAKS SHALL BE REPAIRED PRIOR TO BACKFILL. ®� JAN � 2012 _..._ CITY STANDARDS CITY OF CHARLOTTESVILLE__ SERVICE LATERAL _ ABANDONMENT REVISION DATE SCALE: N.T.S. STANDARD NUMBER: W 7.1 ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR STREETS 1. ALL MATERIALS AND CONSTRUCTION MUST BE TESTED AND DOCUMENTED ACCORDING TO VDOT STANDARDS AND SPECIFICATIONS. 2. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN( THE PUBLIC RIGHT -OF -WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR,A NATURAL WATERCOURSE. 3. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BF FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF VDOT (FOR PUBLIC ROADS) OR THE COUNTY ENGINEER (FOR PRIVATE ROADS), OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 4. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL TO VDOT CG -9 (A, B OR C). 5. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. 6. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 7. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 8. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 9. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONWENIENT ACCESS. 10. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BIELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 11. VDOT STANDARD CD -1 OR CD -2 CROSS- DRAINS ARE TO BE INSTALLED (UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 12. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE. 5/8" X 3/4" METER FREEZELESS YARD HYDRANT �- PIPE UNIONS FOR REMOVAL OF PRV DURING WINTER MONTHS RPZ BACKFLOW PREVENTER INSTALLED ABOVE GROUND JULY 12011 CITY STANDARDS . CITY OF CHARLOTTESVILLE TYPICAL SPRINKLER SERVICE REVISION DATE SCALE: N.T.S. I STANDARD NUMBER: W 9.6 UI -1 '/2 SECTION CAST IRON -- 1 '/2 SECTION STEEL NOTES NOTES 2'-7" LUGS TO BE 1' -31 " L 2%2' x 21/2" x I /,1° 1, DEPTH OF INLET (H) TO BE SHOWN N COLLAR CAST WITH 10' -4" LONG PLANS. FOR DEPTH GREATER THAN 10' USE �` STANDARD DI-1A B of OPTIONAL N BRACE RIBS 9% „ 2'-7" J 9% " TABLE OF QUANTITIES CAST i GALV. 2. THE "H" DIMENSION SHOWN N THE IRON I STEEL GALV. MC6X12 66 # BARS A -1 D D _ :ARS 10" C -C �^ 3 LEIS I B WELDED M o 10" C -C JOINTS M7 N TYPICAL. CONNECTORS BARS C m • 8" C -C 1 9Y2" 12" 9 2" C BARS A '-7 BARS 0101, C-C 6--E SECTION B-•B COLLAR 0.765 2'_7„ No. N BARS A -f L 2I2 "'X212'4'/,° GALV. SLOPE OF INCLUDED IN THE BD PRICE FOR THE APPROACH N m SURFACE GALV. MC6X12 ° 3'-2" N Lin. Ft.* ° WARPED SECTION D -D > -_ 83ARS E SURFACE 6" C-C WELD T_911 0.970 BEFORE BARS B -1 GALV. • 6" C- GALV. WELD ALL 3'-2" MCSX12 %2 X 4" 3' -2" STUD SHEAR SECTION C -C CONNECTOR - TO COLLAR. ADECREASE To 1" - WHEN INLET IS USED SECTION E -E WITH MEDIANS. 3.4 WARPED GUTTER 5.265 APPROACH GUTTER 1.95 I = I , - = I I I I �' - _ - o' WEEPHOLE n 11/4" L 2lz;X2[ 'X1/4" 1 i I Fr d N o BARS A_1 r SEE NOTE 8 BENT PLATES `� SLOPE OF IZ _i w o, • ow. z 1 BAPS _ I •APO" C -C SURFACER L BARS B • FOR USE ON GRADES w 10" C -C I i 1 'X4" STUD DI -2C L Z BARS F 8S C C o /a _ I ELSEDCTO ANGL IRRONN . 2' C -C TYPE A SURFA E TYPE B FLOW I I SEEPNOTE 5 FLOW NOSE DETAILS W 2' -3" TYPE A NOSE DETAIL SHALL BE USED WITH CG -7 STANDARD. TYPE B NOSE DETAIL SHALL BE USED WITH CG -6 STANDARD. GALVANIZED PLATE FOR TYPE A TO BE BEA��4�T ON AN ANGLE FOR USE IN SAGS SECTION A -A SHEAF•CONNECTORSO BE ANCHOREENWIPLATEXAT STUD BOTH SIDES TO BE SYMMETRICAL FOR STEP DETAILS SEE STD. ST -1. XVDOT STANDARD CURB DROP II�ILET SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET 1 OF 2 1 REVISION DATE 12" - 24" PIPE: MAXIMUM DEPTH (H) - 9' 233 1047 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 CUT AND REMOVE SERVICE LATERAL MIN OF 3' FROM MAIN. CLOSED CORP STOP IF COPPER SERVICE LINE, WATER 3' MIN CRIMP AND BEND OVER CUT MAIN END OF SERVICE LATERAL. IF GALVENIZED SEAL END WITH NON- SHRINK GROUT OR FOAM, NOTES: 1. METER TO BE REMOVED BY THE CITY. 2. CORPORATION STOPS SHALL BE COMPLETELY CLOSED AND CHECKED FOR LEAKS. LEAKS SHALL BE REPAIRED PRIOR TO BACKFILL. ®� JAN � 2012 _..._ CITY STANDARDS CITY OF CHARLOTTESVILLE__ SERVICE LATERAL _ ABANDONMENT REVISION DATE SCALE: N.T.S. STANDARD NUMBER: W 7.1 ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR STREETS 1. ALL MATERIALS AND CONSTRUCTION MUST BE TESTED AND DOCUMENTED ACCORDING TO VDOT STANDARDS AND SPECIFICATIONS. 2. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN( THE PUBLIC RIGHT -OF -WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR,A NATURAL WATERCOURSE. 3. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BF FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF VDOT (FOR PUBLIC ROADS) OR THE COUNTY ENGINEER (FOR PRIVATE ROADS), OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 4. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL TO VDOT CG -9 (A, B OR C). 5. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. 6. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 7. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 8. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 9. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONWENIENT ACCESS. 10. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BIELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 11. VDOT STANDARD CD -1 OR CD -2 CROSS- DRAINS ARE TO BE INSTALLED (UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 12. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE. 5/8" X 3/4" METER FREEZELESS YARD HYDRANT �- PIPE UNIONS FOR REMOVAL OF PRV DURING WINTER MONTHS RPZ BACKFLOW PREVENTER INSTALLED ABOVE GROUND JULY 12011 CITY STANDARDS . CITY OF CHARLOTTESVILLE TYPICAL SPRINKLER SERVICE REVISION DATE SCALE: N.T.S. I STANDARD NUMBER: W 9.6 UI -1 '/2 SECTION CAST IRON -- 1 '/2 SECTION STEEL NOTES NOTES 2'-7" LUGS TO BE 1' -31 " L 2%2' x 21/2" x I /,1° 1, DEPTH OF INLET (H) TO BE SHOWN N COLLAR CAST WITH 10' -4" LONG PLANS. FOR DEPTH GREATER THAN 10' USE �` STANDARD DI-1A B of OPTIONAL N BRACE RIBS 9% „ 2'-7" J 9% " 4'-2" %2' x 11/2' x 4 "J I %2' x 4" STRUCTURE. PLAN GSSTUD 12" C NNECTOR O 4. THE EVENT THE INVERT OF THE OUTFACE PIPE IS HIGHER THAN THE (CRATE REMOVED) BOTTOM OF THE STRUCTURE, THE INVERT SEE DETAIL A OF THE STRUCTURE SHALL BE SHAPED ' STTAANDINGEOR MORTAR OF WATER N THE SECTION B -B STRUCTURE. THE COST OF FURNISHING COLLAR DETAIL 1 .. AND PLACING ALL MATERIALS INCIDENTAL /2 MIN RAISED TO INLET SHAPING IS TO BE INCLUDED a LETTERING IN THE BID PRICE FOR THE STRUCTURE. 21 " DIMENSIONS FOR DUMP NO WASTE DRAINS . STEPS ARE TO BE PROVIDED WHEN H IS INS TO WATERWAYS 4'-0" OR GREATER. FOR DETAILS SEE CAST IRON ONLY STANDARD ST -1. DETAIL B 6. THIS ITEM MAY BE PRECAST OR CAST- DETAIL A 2' -6" V IN- PLACE. I 7. #4 X 8" SMOOTH DOWELS AT 4' -2" HARDWARE 1,_3„ SEE DETAIL B APPROXIMATELY 12" C -C TO BE � 2'-7�� CLOTH I I 468.#78 ( PLACED IN ALL AREAS ADJACENT 4" DEPTH AGGR. TO ABUTTING CONCRETE TO PREVENT OR j� : SETTLEMENT. IN LIEU OF DOWELS w w w w • pp'o _ #8 x 6" WIDTH 1' N A 2 "X4" NOTCH MAY BE PROVIDED. o_ o. o- a p• o r_ U c SEE STANDARD T -DI -3, 4 FOR SEE NOTE 8 ` ALTERNATE DESIGN. FL a a a, > > 3" DIAMETER f o mN D. COLLAR WEEP HOLE = zz == 8. 3" DIAMETER WEEP HOLE WITH ME X12" zg Zz 12" n OR GALVANIZEDASTEEL WIRE /MINIMUM N 12 "- 1b " -18" OR 24" O HARDWARE CLOTHOANCHHOREDR MESH FRML N r r M n P > = O TO THE OUTSIDE OF THE STRUCTURE. ' D • _>A • ;0 9. CAST IN PLACE CONCRETE IS IS TO TO BE 'p o Q • CLASS A3 (3000 PSI). PRECAST CONCRETE IS TO BE 4000 PSI. 1 1 /z" 1" �� 2" I I 10. ANY ALTERNATE METHODS OF ANCHORAGE SECTION A -A CONCRETE QUANTITIES FOR MIN. DEPTH SEE DETAIL B +�" MEETING APPROVAL OF THE ENGINEER MAY BE SUBSTITUTED FOR THE CAST RON muLUGS AS SHOWN HEREON. t2" CONCRETE PIPE - 1.440 CU. YD. CONCRETE APPROXIMATE WEIGHT 15" CONCRETE PIPE 1.528 CU. YD. CONCRETE CAST IRON 11. DUMP NO WASTE DRAINS TO WATERWAY 18" CONCRETE PIPE - 1.620 CU. YD. CONCRETE . j GRATE 363 # 18 (LBS LETTERING IS REQUIRED N ALL DIM 24" CONCRETE PIPE 1.817 CU, YD, CONCRETE SECTION C -C SECTION D -D GRATES. LOCATION OF LETTERING MAY VARY BY MANUFACTURER. AADDDITIONAL COO TDOF DEPTH. GRATE DETAIL tv0rn- STANDARD DROP INLET SPECIFICATION ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE 12" - 24" PIPE. MAXIMUM DEPTH (H) - 10' 233 104.01 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 TABLE OF QUANTITIES CAST i GALV. 2. THE "H" DIMENSION SHOWN N THE IRON I STEEL STANDARDS AND SPECIFIED ON THE PLANS 66 # WILL BE MEASURED FROM THE INVERT OF 43.6 LBS THE OUTFALL PIPE TO THE TOP OF THE 3 LEIS I STRUCTURE.PLAN "H" DIMENSIONS ARE INCLUDING INCLUDING LUGS CONNECTOR APPROXIMATE ONLY FOR ESTIMATING 4'-2" %2' x 11/2' x 4 "J I %2' x 4" STRUCTURE. PLAN GSSTUD 12" C NNECTOR O 4. THE EVENT THE INVERT OF THE OUTFACE PIPE IS HIGHER THAN THE (CRATE REMOVED) BOTTOM OF THE STRUCTURE, THE INVERT SEE DETAIL A OF THE STRUCTURE SHALL BE SHAPED ' STTAANDINGEOR MORTAR OF WATER N THE SECTION B -B STRUCTURE. THE COST OF FURNISHING COLLAR DETAIL 1 .. AND PLACING ALL MATERIALS INCIDENTAL /2 MIN RAISED TO INLET SHAPING IS TO BE INCLUDED a LETTERING IN THE BID PRICE FOR THE STRUCTURE. 21 " DIMENSIONS FOR DUMP NO WASTE DRAINS . STEPS ARE TO BE PROVIDED WHEN H IS INS TO WATERWAYS 4'-0" OR GREATER. FOR DETAILS SEE CAST IRON ONLY STANDARD ST -1. DETAIL B 6. THIS ITEM MAY BE PRECAST OR CAST- DETAIL A 2' -6" V IN- PLACE. I 7. #4 X 8" SMOOTH DOWELS AT 4' -2" HARDWARE 1,_3„ SEE DETAIL B APPROXIMATELY 12" C -C TO BE � 2'-7�� CLOTH I I 468.#78 ( PLACED IN ALL AREAS ADJACENT 4" DEPTH AGGR. TO ABUTTING CONCRETE TO PREVENT OR j� : SETTLEMENT. IN LIEU OF DOWELS w w w w • pp'o _ #8 x 6" WIDTH 1' N A 2 "X4" NOTCH MAY BE PROVIDED. o_ o. o- a p• o r_ U c SEE STANDARD T -DI -3, 4 FOR SEE NOTE 8 ` ALTERNATE DESIGN. FL a a a, > > 3" DIAMETER f o mN D. COLLAR WEEP HOLE = zz == 8. 3" DIAMETER WEEP HOLE WITH ME X12" zg Zz 12" n OR GALVANIZEDASTEEL WIRE /MINIMUM N 12 "- 1b " -18" OR 24" O HARDWARE CLOTHOANCHHOREDR MESH FRML N r r M n P > = O TO THE OUTSIDE OF THE STRUCTURE. ' D • _>A • ;0 9. CAST IN PLACE CONCRETE IS IS TO TO BE 'p o Q • CLASS A3 (3000 PSI). PRECAST CONCRETE IS TO BE 4000 PSI. 1 1 /z" 1" �� 2" I I 10. ANY ALTERNATE METHODS OF ANCHORAGE SECTION A -A CONCRETE QUANTITIES FOR MIN. DEPTH SEE DETAIL B +�" MEETING APPROVAL OF THE ENGINEER MAY BE SUBSTITUTED FOR THE CAST RON muLUGS AS SHOWN HEREON. t2" CONCRETE PIPE - 1.440 CU. YD. CONCRETE APPROXIMATE WEIGHT 15" CONCRETE PIPE 1.528 CU. YD. CONCRETE CAST IRON 11. DUMP NO WASTE DRAINS TO WATERWAY 18" CONCRETE PIPE - 1.620 CU. YD. CONCRETE . j GRATE 363 # 18 (LBS LETTERING IS REQUIRED N ALL DIM 24" CONCRETE PIPE 1.817 CU, YD, CONCRETE SECTION C -C SECTION D -D GRATES. LOCATION OF LETTERING MAY VARY BY MANUFACTURER. AADDDITIONAL COO TDOF DEPTH. GRATE DETAIL tv0rn- STANDARD DROP INLET SPECIFICATION ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE 12" - 24" PIPE. MAXIMUM DEPTH (H) - 10' 233 104.01 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 TABLE OF QUANTITIES B 2. THE "H" DIMENSION SHOWN N THE DI -2A, 2B, 2C STANDARDS AND SPECIFIED ON THE PLANS 6�A WILL BE MEASURED FROM THE INVERT OF ONE WELDED THE OUTFALL PIPE TO THE TOP OF THE JOINT STRUCTURE.PLAN "H" DIMENSIONS ARE TYPE APPROXIMATE ONLY FOR ESTIMATING WELD ALL PURPOSES AND THE ACTUAL DIMENSIONS CONNECTORS SHALL BE DETERMINED BY THE TO COLLAR CONTRACTOR FROM FIELD CONDITIONS. C 3. WHEN SPECIFIED ON THE PLANS THE BARS INVERT IS TO BE SHAPED N ACCORDANCE WEIGHT WITH STANDARD IS -1. THE COST OF 0.765 FURNISHING AND PLACING ALL MATERIALS No. INCIDENTAL TO THE SHAPING IS TO BE No. INCLUDED IN THE BD PRICE FOR THE 4'-2" %2' x 11/2' x 4 "J I %2' x 4" STRUCTURE. PLAN GSSTUD 12" C NNECTOR O 4. THE EVENT THE INVERT OF THE OUTFACE PIPE IS HIGHER THAN THE (CRATE REMOVED) BOTTOM OF THE STRUCTURE, THE INVERT SEE DETAIL A OF THE STRUCTURE SHALL BE SHAPED ' STTAANDINGEOR MORTAR OF WATER N THE SECTION B -B STRUCTURE. THE COST OF FURNISHING COLLAR DETAIL 1 .. AND PLACING ALL MATERIALS INCIDENTAL /2 MIN RAISED TO INLET SHAPING IS TO BE INCLUDED a LETTERING IN THE BID PRICE FOR THE STRUCTURE. 21 " DIMENSIONS FOR DUMP NO WASTE DRAINS . STEPS ARE TO BE PROVIDED WHEN H IS INS TO WATERWAYS 4'-0" OR GREATER. FOR DETAILS SEE CAST IRON ONLY STANDARD ST -1. DETAIL B 6. THIS ITEM MAY BE PRECAST OR CAST- DETAIL A 2' -6" V IN- PLACE. I 7. #4 X 8" SMOOTH DOWELS AT 4' -2" HARDWARE 1,_3„ SEE DETAIL B APPROXIMATELY 12" C -C TO BE � 2'-7�� CLOTH I I 468.#78 ( PLACED IN ALL AREAS ADJACENT 4" DEPTH AGGR. TO ABUTTING CONCRETE TO PREVENT OR j� : SETTLEMENT. IN LIEU OF DOWELS w w w w • pp'o _ #8 x 6" WIDTH 1' N A 2 "X4" NOTCH MAY BE PROVIDED. o_ o. o- a p• o r_ U c SEE STANDARD T -DI -3, 4 FOR SEE NOTE 8 ` ALTERNATE DESIGN. FL a a a, > > 3" DIAMETER f o mN D. COLLAR WEEP HOLE = zz == 8. 3" DIAMETER WEEP HOLE WITH ME X12" zg Zz 12" n OR GALVANIZEDASTEEL WIRE /MINIMUM N 12 "- 1b " -18" OR 24" O HARDWARE CLOTHOANCHHOREDR MESH FRML N r r M n P > = O TO THE OUTSIDE OF THE STRUCTURE. ' D • _>A • ;0 9. CAST IN PLACE CONCRETE IS IS TO TO BE 'p o Q • CLASS A3 (3000 PSI). PRECAST CONCRETE IS TO BE 4000 PSI. 1 1 /z" 1" �� 2" I I 10. ANY ALTERNATE METHODS OF ANCHORAGE SECTION A -A CONCRETE QUANTITIES FOR MIN. DEPTH SEE DETAIL B +�" MEETING APPROVAL OF THE ENGINEER MAY BE SUBSTITUTED FOR THE CAST RON muLUGS AS SHOWN HEREON. t2" CONCRETE PIPE - 1.440 CU. YD. CONCRETE APPROXIMATE WEIGHT 15" CONCRETE PIPE 1.528 CU. YD. CONCRETE CAST IRON 11. DUMP NO WASTE DRAINS TO WATERWAY 18" CONCRETE PIPE - 1.620 CU. YD. CONCRETE . j GRATE 363 # 18 (LBS LETTERING IS REQUIRED N ALL DIM 24" CONCRETE PIPE 1.817 CU, YD, CONCRETE SECTION C -C SECTION D -D GRATES. LOCATION OF LETTERING MAY VARY BY MANUFACTURER. AADDDITIONAL COO TDOF DEPTH. GRATE DETAIL tv0rn- STANDARD DROP INLET SPECIFICATION ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE 12" - 24" PIPE. MAXIMUM DEPTH (H) - 10' 233 104.01 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 SEE STANDARAD SL -1 FOR APPLICABILITY OF SAFETY SLABS. B STANDARD MH -1 NOTE FRAME & COVER THE Tg L MASONRY IS MI BE LEFT ADJUS IE•AENT LOW TO PERMIT PROPER AD,NSTMAENT OF COVER AND FRAME TO GRADE ®Y THE USE OF MORTAR OR BRICK AZ DIRECTED BY THE ENGINEER. a 1-U w U~ �a A iii /% / /. /%���t•� .• DIAMETER • HALF PLAN VIEW B J � THE ENGINEER. TABLE OF QUANTITIES BRICK MANHOLE HALF SECTION A -A DI -2A, 2B, 2C (WITH FRAME AND COVER REMOVED) 6�A BRICK CONCRETE REINFORCING STEEL NOTES: BEVEL 45• 1. QUANTITIES SHOWN ARE FOR MANHOLE TYPE L CONCRETE BARS A BARS A -1 BARS B BARS B -1 BARS C BARS E BARS F WEIGHT 1.0 0.765 Cu. Yds. No. Lin. Ft. No. Lin. Ft. No. Lim. Ft.* No. Lin. Ft. alt No. Lin. Ft.* No. Lin. Ft. No. Lin. Ft. 0.970 Lba. DI -2A 2' -2" 1.71 4 3'-2" 5 3' -2" 4 35' -6" - - 5 2' -0" - - - 1' -6" 3.4 55 5.265 4' 1.95 4 3' -2" INCREMENT 1 0.45 0.582 6' 2.23 4 3' -2" 5 7' -0" 4 35' -6" 7 4' -3" t0 4' -6" 5 2' -0" 3 4' -0" T -6" 119 8' 2.51 4 3' -2" 5 9' -0" 4 35' -6" 11 4' -3" to 4'-6" 5 2' -0" 3 6' -0" 3 T -6" 154 DI -2B 10' 239 4 3' -2" 5 113-0" 4 35' -8" 15 4' -3" to 4'-6" 5 2'-0" 3 8'-0" 3 T -6" 189 12' 3.05 4 3' -2" 5 13' -0" 4 35' -6" 19 4'-3" to 4' -6" 5 2' -0" 3 10' -0" 3 T -6" 224 14' 3.34 4 3'-2" 5 15'-0" 4 35' -6" 23 4' -3" to 4'-6" 5 2' -0" 3 12' -0" 3 T -6" 259 16' 3.61 4 3' -2" 5 17'-0" 4 35' -6" 27 4' -3" to 4'-6" 5 2' -0" 3 14' -0" 3 T -6" 294 18' 3.89 4 3' -2" 5 19'-0" 4 35'-6" 31 4' -3" to 20' 4.17 4 3' -2" 5 21'-0" 4 35'-6" 35 4' -3" to 4'-6" 5 2' -0" 3 18'-0" 3 1'-6" 364 6' 1 2.24 4 3' -2" 5 7' -0" 4 35' -6" 6 4' -3" to 4'-6" 5 210" 6 2' -1" 6 V -6" 115 B. 2.55 4 N -2" 5 9' -0" 4 351-6" 10 4' -3" to 4' -6" 5 2' -0" 6 3' -1" g 11-61, 150 10' 2.82 4 3--2" 5 11' -0" 4 &J," 14 4' -3" to 4' -6" 5 W -0" 6 4' -1" 6 11.6.1 185 DI -2C 12' 3.09 4 N -2" 1 5 131-0" 4 3i' -6" 18 4' -3" to 4'-6" 5 2' -0" 6 1 5'-1" g 11-61, 220 14' 3.37 - 5 15' 0" 4 31' 6" 22 4' -3" to 4' -6" 5 2' -0" 6 6' -1" g I.- s" 255 16' 3.65 4 - 5 17' -0" 4 31' -6" 26 4' -3" to 4' -6" 5 2' -0" 6 7' -1" 8 V -6" 290 18' 3.93 4 3' -2" 1 5 19' -0" 1 4 1-611 30 4' -3" to 4' 6" 5 2' -0" 6 B' -1" 6 1'-6" 325 20' 4.20 4 3' -2" 5 21' -0" 4 31' -6" 34 4' -3" to 4' -6" 5 2' -0" 6 9'-1" 8 1' -6" 360 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. NOTE 9. ALL REINFORCING; STEEL HAVE A 21. MINIMUM HEIGHT = PIPE DIA+2' -6" WHEN PIPES MINIMUM COVER OF 2 ". ARE LOCATED UNDER EXTENDED SLOT OF INLET. 2. THE "H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS WILL BE MEASURED 10. ALL REINFORCING STEEL TO BE CUT CLEAR OF 22. DUMP NO WASTE DRAINS TO WATERWAYS LETTERING FROM THE INVERT OF THE OUTFALL PIPE TO THE ALL OPENINGS BY 2 ". IS REQUIRED ON ALL DI -2 GRATES. LOCATION OF TOP OF THE STRUCTURE. PLAN "H" DIMENSIONS LETTERING MAY VARY BY MANUFACTURER. ARE APPROXIMATE ONLY FOR ESTIMATING PURPOSES 11. CAST -IN PLACE (CONCRETE IS TO BE CLASS A3 AND THE ACTUAL DIMENSIONS SHALL BE DETERMINED (3000 PSI). PRECAST CONCRETE IS TO BE BY THE CONTRACTOR FROM FIELD CONDITIONS. 4000 PSI. I " MIN RAISED WHEN SPECIFIED ON THE PLANS THE INVERT IS 12. LENGTH OF SLOT( (L) WILL, IN EVERY CASE, BE LETTERING 3. TO BE SHAPED IN ACCORDANCE WITH STANDARD SHOWN ON PLANTS. IS -1. THE COST OF FURNISHING AND PLACING ALL DUMP NO WASTE DRAINS TO WATERWAYS MATERIALS INCIDENTAL TO THE SHAPING IS TO BE 13. THIS STANDARD IIS INTENDED FOR USE IN CURB INCLUDED IN THE BID PRICE FOR THE STRUCTURE. AND GUTTER SITUATIONS ONLY. DETAIL A IN THE EVENT THE INVERT OF THE OUTFALL PIPE 14. STANDARD INLETS MAY BE CONSTRUCTED WITH 4. IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, CONCRETE BLOCKS IN ACCORDANCE WITH THE THE INVERT OF THE STRUCTURE SHALL BE SHAPED DETAILS SHOWN ON STANDARD DRAWING DI -MB. __ SEE WITH CEMENT MORTAR TO PREVENT STANDING OR PONDING OF WATER IN THE STRUCTURE. THE COST 15. THIS AREA MAY IBE EARTHEN, IN WHICH CASE I DETAIL A OF FURNISHING AND PLACING ALL MATERIALS THE EXPANSION JOINTS WILL APPLY ONLY TO ""` - INCIDENTAL TO THE SHAPING IS TO BE INCLUDED CURB AND GUTTER. F D 0 F IN THE BID PRICE FOR THE STRUCTURE. 16. CONCRETE UAN Q TITLES SHOWN ARE FOR DEPTH STEPS ARE TO BE PROVIDED WHEN H IS 4' -0" (H) OF 5' -2" WITHOUT PIPES. THE AMOUNT 00 OR GREATER. FOR DETAILS SEE STANDARD ST -1. DISPLACED BY PIPES MUST BE DEDUCTED TO ! 5. OBTAIN FOR INLETS THIS ITEM MAY BE PRECAST OR CAST- IN-PLACE. T DEPTHS ADD DIFFERENT DEPTIHS ADD OR SUBTRACT 0.28 T CUBIC YARDS OF CONCRETE FOR EACH FOOT. 1" 6. # 4 X 8" SMOOTH DOWELS AT APPROXIMATELY SEE 12" C -C TO BE PLACED IN ALL AREAS ADJACENT 17. LENGTH OF ANGLE IRON AS SHOWN ON SHEET ° """'"" °°"°' DETAIL A 7. TO ABUTTING CONCRETE TO PREVENT SETTLEMENT. 1 OF 2 IS TO BIE L 16" AT 4.10 LBS. /FT. 45' ' GRATE 18. *DENOTES LENGTH OF ONE (1) BAR. 20 3" DIAMETER WEEP HOLE TO BE LOCATED TO 150 # 7 LEIS CAST IRON B. DRAIN SUBBASE MATERIAL. WEEP HOLE WITH 19. ALL REINFORCING; BARS TO BE #5. WIFF11111119 EA I 12 "X12" PLASTIC HARDWARE CLOTH 1/4" MESH HER OR GALVANIZED STEEL WIRE, MINIMUM WIRE 20. GRATE TO BE INSTALLED SO SLOTS WILL DIRECT DIAMETER 0.03 ". NUMBER 4 MESH HARDWARE WATER TOWARD THE INLET THROAT. SECTION F-F CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF THE STRUCTURE. SPECIFICATION 1vDOT REFERENCE STANDARD CURB DROP INLET ROAD AND BRIDGE STANDARDS 12" - 24" PIPE: MAXIMUM DEPTH (H) REVISION DATE SHEET 2 OF 2 233 -9' 302 VIRGINIA DEPARTMENT O)F TRANSPORTATION 1D4.04 SEE STANDARAD SL -1 FOR APPLICABILITY OF SAFETY SLABS. B STANDARD MH -1 NOTE FRAME & COVER THE Tg L MASONRY IS MI BE LEFT ADJUS IE•AENT LOW TO PERMIT PROPER AD,NSTMAENT OF COVER AND FRAME TO GRADE ®Y THE USE OF MORTAR OR BRICK AZ DIRECTED BY THE ENGINEER. a 1-U w U~ �a A iii /% / /. /%���t•� .• DIAMETER • HALF PLAN VIEW B J � THE ENGINEER. DEPTH BRICK MANHOLE HALF SECTION A -A sr -t (WITH FRAME AND COVER REMOVED) 6�A BRICK CONCRETE FEET NOTES: BEVEL 45• 1. QUANTITIES SHOWN ARE FOR MANHOLE 4 WITHOUT PIPES. THE AMOUNT DISPLACED - BY PIPES MUST BE DEDUCTED TO TABLE OF QUANTITIES DEPTH BRICK MANHOLE CONCRETE MANHOLE BRICK CONCRETE CONCRETE FEET THOUSANDS CU. YARDS CU. YARDS 4 015 0.785 1.437 5 0.7 0.785 1.699 6 0.9 0.785 1.961 7 1.0 0.765 2.223 8 1.2 0.785 2.485 9 1.4 0.785 2.747 10 1.6 0.785 3.009 11 1.9 0.970 3.455 12 2.2 0.970 3.817 13 2.5 0.970 4.179 14 2.8 0.970 4.541 15 3.' 4.903 4.903 16 3.4 0.970 5.265 17 1 4.0 1 1.173 6.032 INCREMENT 1 0.45 0.582 OBTAIN TRUE QUANTITIES. 2. A BASE THICKNESS OF 9" WAS USED N COMPUTING CONCRETE QUANTITIES. 3.INCREMENTS TO BE ADDED FOR EACH ADDITIONAL FOOT OF DEPTH. 4. MATERIALS MAY BE BRICK. CONCRETE OR APPROVED CONCRETE MANHOLE BLOCK. 5. IF BLOCKS ARE USED THE MINIMUM THICKNESS OF SAME IS TO BE 5 ". OTHER THICKNESSES ARE TO CONFORM TO WALL THICKNESS SHOWN FOR CONCRETE. 6.ALL CONCRETE TO BE CLASS A3. 7. WHEN SPECIFED ON PLANS THE AVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS -1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED N THE BID PRICE FOR THE STRUCTURE. SPECIFICATION '�vour REFERENCE MANHOLE FOR 1211 - 48" PIPE CULVERTS ROAD AND BRIDGE STANDARDS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 5 106.01 r 5200 Buffington '• Atlanta Georgia, 30349-2998 Mark Date By s Sheet C -4.3 f 0 U 3 0 0 A DI -3A, 3B, 3C EXPANSION KEYED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68.30' " r� TO ANGLE IRON AT 2'C -C. �w v "may CONNECTORS AND IS TO BE ANCHORED WITH Vz' X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2'C -C. PR. PAVEMENT DI -3A L� DI -38 L DI-3C L WARPED PAVEMENT = I = I SLOW FLOW 1 1 0 1 DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL `vooT STANDARD CURB DROP INLET SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET 1 OF 2 REVISION DATE 1211 - 3011 PIPE/ MAXIMUM DEPTH (H) - 8' 233 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 104.09 IS -1 SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. I I i SLOPE TD DRAIN TO INVERT OF CUTLET PIPE EC;TION A -A )F TREATMENT IN DROP INLETS WHEN DIFFERENT SIZES OF PIPES -•`- • 7 a ARE ENCOUNTERED. SLOPE TO DRAIN • wy `\ OUTLET PT PE F NOTES:. v \ \ n SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH • r \ \ I' THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED \ ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF \ \, STRUCTURE. a n MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. ° a• THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A e p PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR v�.r CLASS Cl, EXCEPT THAT 25% OF COARSE AGGREGATE MAY BE LIP TO 4" IN DIAMETER AND CONSIST OF STONE,BROKEN BRICK., BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE J SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE '`✓ /' OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED.. a a a a DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS 70 BE SHAPED - INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES. PLAN METHOD OF TREATMENT IN MANHOLES SPECIFICATION REI°EM" STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 106.06 CG -6 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN - GRADED DRAINAGE LAYER,THE BOTTOM OF THE CURB & GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG -6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF R THE ROAD DESIGN MANUAL IN THE SECTION ON GS URBAN STANDARDS. • m D 1 „e1, r p A A D D p D D 1 THE BOTTOM OF THE CURB AND 6" T -0" GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A THIS AREA MAY BE CONCRETE MINIMUM DEPTH OF 7" AT THE OPTION OF THE CONTRACTOR IS MAINTAINED. SPECIFICATION I XVE)DT REFERENCE 11 CURB AND GUTTER COMBINATION 6 C ER ROAD AND BRIDGE STANDARDS 105 REVISION DATE SHEEN 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 20.03 TABLE OF QUANTITIES DI -3A, 3B, 3C TYPE L AREA OF SLOT REINFORCING STEEL Concrete 7- BARS A BARS B WPoP BARS C BARS D BARS E BARS F BARS G I WEIGHT I - Ft. S . Ft. Cu. Yds. No. Lin. Ft. * No. Lin. Ft. 4( No. Lin. Ft. jIF No. Lin. Ft# No. Lin. Ft. No. Lin. Ft.* No. Lin. Ft.* Lbs. DI -3A 2' -6" 1.15 2.26 - - - - 1 5' -7" 3 3'-2" - - - - 6 1'- 22 17, LENGTH OF ANGLE IRON AS SHOWN ON SHEET 1 4' 1683 2.59 5 1'-6" 2 6'-7" to 6' -10" 3 5'-7" 3 3' -2" 4 i' -6" 3 1' -6" 4 1'- " 64 ALL OPENINGS BY 2 ". 6' 2.75 3.02 5 3' -6" 6 6' -7" to 6'-10" 3 5' -7" 3 3' -2" 4 3' -6" 3 V -6" 4 1'-0" 111 8' 3.67 3.46 5 5' -6" 10 61-711 61-1011 3 5' -7" 3 N -2" 4 5' -6" 3 V -6" 4 1.-0., 158 DI -38 10' 4.58 3.90 5 T -6" 14 6' -7" to 6' -10" 3 5'-7" 3 3' -2" 4 7'-6" 3 V -6" 4 11-01, 204 IT 5.5D 4.34 5 9' -6" 18 6' -7" to 6' -10" 3 5'-7" 3 3' -2" 4 9' -6" 3 V -6" 4 i'- " 251 14' 6.42 4.78 5 11'-6" 22 6' -7" to 6'-1 " 3 5' -7" 3 3' -2" 4 11'-6" 3 1'-6" 4 11-01, 298 16' 7.33 5.22 5 13' -6" 26 6' -7" to 6' -10" 3 5' -7" 3 3' -2" 4 13' -6" 3 1'-6" 4 11-01- 345 18' 8.25 5.66 5 15' -6" 30 6`7" to 6`10" 3 5' -7" 3 3' -2" 4 15' -6" 3 1' -6" 4 1--01- 391 20' 9.17 6.09 5 1 17' -6" 34 6' -7" to W -10" 3 5' -7" 3 3' -2" 4 17' -6" 3 V -6" 4 11-01. 438 6' 2.75 3.01 10 1'-9" 4 6' -7" to 6' -10" 5 5' -7" 3 3' -2" B 1'-9" 6 1'•6" 2 11-0.. 111 8' 3.67 3.45 10 2' -9" 8 6' -7" to W -10" 5 5' -7" 3 3' -2" 8 2' -9" 6 V -6" 2 1' -0" 158 10' 4058 3.89 10 N -9" 12 6' -7" to 6' -10" 5 5' -7" 3 31-2" 8 T -9" 6 V -6" 2 11-01, 205 IT 5.50 4.33 10 4' -9" 16 6' -7" to W -10" 5 W -7" 3 3' -2" 8 4' -9" 6 V -6" 2 T-01. 252 DI -3C 14' 6.42 4.77 10 5' -9" 20 6' -7" to 6' -10" 5 5' -7" 3 3' -2" 8 1 5' -9" 6 V -6" 2 '- " 298 16' 7.33 5.21 10 6' -9" 24 6' -7" to fi' -10" 5 5' -7" 3 3'-2" 8 6' -9" 6 1' -6" 2 - 345 18' 8.25 5.65 10 7' -9" 28 6' -7" to 6' -10" 5 5' -7" 3 3' -2" 8 7' -9" 6 1' -6" 2 11-0.. 392 20' 9.17 6.09 10 8' -9" 32 6' -71 to 6' -1011 5 5' -7" 3 3' -2" 8 8' -9" 6 1' -6" 2 11-0.1, 439 SPECIFICATION Vpp'-j- REFERENCE STANDARD CURB DROP INLET ROAD AND BRIDGE STANDARDS 233 1211 - 30" PIPE/ MAXIMUM DEPTH (H) - 8' REVISION DATE FSHEET 2 OF 2 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 1 104.10 ST -1 NO. 6 GALVANIZED STEEL STIFF I/4„ /�, 4 1 /s" R TYPICAL SECTION (DIMENSIONS MAY VARY WITH MANUFACTURER'S DESIGN) #4, GRADE BO, REINFORCING ROD ENCASED IN A CORROS'.ON RESISTANT RUBBER OR OTHER MATERIAL APPROVED BY THE ENGINEER. (DIMENSION MAT VARY WITH MANUFACTURER'S DESIGN) CORROSION RESISTANT MATERIAL - # 4 REINFORCING ROD I. SECTION r NO T ES= -R �- STEPS 'WIL'.. BE REQUIRED IN ALL STRUCTURFS WITH A DEPTH OF 4'-0" OR GREATER UNLESS OTHERWISE NOTED ON THE PLANS. ALL STEPS SHALL PROTRUDE 4Y2" FROM INSIDE FACE OF STRUCTURE WALL, MAXIMUM S'EP SPACING TO BE 16" C -C. STEPS SHALL WITHSTAND A MINIMUM FORCE OF 300 POUNDS WHEN EXTENDED 4;/2" FROM THE FACE OF THE SUPPORT. STEPS ARE TO HE VERTICALLY ALIGNED AND UNIFORMALY SPACED FOR THE ENTIRE DEPTH OF ANY STRUCTURE. IN PRECAST UNITS STEPS MAY BE CAST IN PLACE, MORTARED INTO HOLES PROVIDED BY THE FABRICATOR, OR DRIVEN. MINIMUM OF 3" EMBEDMENT STEPS DIFFERING IN DIMENSIONS, CONFIGURATION, OR MATERIALS FROM THOSE SHDWN MAY ALSO BE USED PROVIDED THEY MEET THE MINIMUM REQUIREMENTS SHOWN HEREON AND THE CONTRACTOR HAS FURNISHED THE ENGINEER WITH DETAILS AND CERTIFIED TEST REPORTS OF THE PRCPOSED SUBSTITUTE AND HAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SUCH STEPS. ALL STEPS INSTALLED SHALL HE PROVIDED WITH SLIP - RESISTANT SURFACES SUCH AS BUT NOT LIMITED TO, CORRUGATED KNURLED, OR DIMPLED SURFACES. ALUMINUM STEPS SHALL BE FABRICATED IN ACCORDANCE WITH ASTM B221, ALLOY 6005 -T5. THAT PORTION OF THE STEP ENCASED IN MASONRY SHALL BE UNIFORMLY COATED WITH A BiTUMIMOUS; SOLVENT TYPE, ASBESTOS FILLED ALUMINUM PIGMENTED COATING CONFORMING TO FEDERAL SPECIFICATION TO- C- 00498A. ALUMINUM STEP $PECFIC N IT. STANDARD STEP I VIRGINIA DEPARTMENT OF TRANSPORTATION NONE 306 03 R ? a a s ?M3 i 1 - '4` ..._.... _ _ ) % 1 ...... 3 t , X x' y, f ........... 1 X .. .. ` f.. r/ r: ✓ -i ' ["I"'«- ®� ^r o ,,x, ... A ?-, C ` nw, '^"^ r r i a s " s c_. „i. rs , S q F y �r- i......._.. o. , , 1 40 . • Y : Bui .... s , , y , s , , a w . W. „ T a .. ........... ..... ... .. ..,. ,.,.,.,..,,,.,,. ..... ...,...,.,.,.,..,.,.,. .---- -- ..,..,...,.,.,,.,_.. .... ._. d. - i t ..0 ..,� ,,a3 ,r ,. da I "s¢_ I i,,.,3 x .. 7 EVISED 7/01 END - SECTION 12" - 60" PIPE HUB END ON OUTLET ENO- SECTIONS SPIGOT END ON INLET END - SECTION X NOTES 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. 7- #4 X 8" SMOOTH DOWELS AT APPROXIMATELY 15. THIS AREA MAY BE EARTHEN, IN WHICH CASE WPoP 12" C -C TO BE PLACED N ALL AREAS ADJACENT THE EXPANSION JOINTS WILL APPLY ONLY TO 2- THE "H" DIMENSION SHOWN ON THE STANDARDS TO ABUTTING CONCRETE TO PREVENT CURB AND GUTTER. AND SPECIFIED ON THE PLANS WILL BE I - SETTLEMENT. MEASURED FROM THE INVERT OF THE OUTFALL 16. CONCRETE QUANTITIES SHOWN ARE FOR DEPTH PIPE TO THE TOP OF THE STRUCTURE. 8, 3" DIAMETER WEEP HOLE TO BE LOCATED TO (H) OF 5' -2" WITHOUT PIPES. THE AMOUNT PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY DRAIN SUBBASE MATERIAL. WEEP HOLE WITH DISPLACED BY PIPES MUST BE DEDUCTED TO FOR ESTIMATING PURPOSES AND THE ACTUAL 12 "X12" PLASTIC HARDWARE CLOTH I/4' MESH OBTAIN TRUE QUANTITIES. FOR INLETS OF DIMENSIONS SHALL BE DETERMINED BY THE OR GALVANIZED STEEL WIRE, MINIMUM WIRE DIFFERENT DEPTHS ADD OR SUBTRACT 0.32 CONTRACTOR FROM FIELD CONDITIONS. DIAMETER 0.03 ", NUMBER 4 MESH HARDWARE CUBIC YARDS OF CONCRETE FOR EACH FOOT CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF DEPTH. 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS OF THE STRUCTURE. TO BE SHAPED IN ACCORDANCE WITH STANDARD 17, LENGTH OF ANGLE IRON AS SHOWN ON SHEET 1 IS -1. THE COST OF FURNISHING AND PLACING ALL 9. ALL REINFORCING 'STEEL SHALL HAVE A MIN. OF 2 IS TO BE L +16" AT 4.10 LBS. /FT.. MATERIALS INCIDENTAL TO THE SHAPING IS TO BE COVER OF 2 ". INCLUDED IN THE BID PRICE FOR THE STRUCTURE. 18- * DENOTES LENGTH OF ONE (1) BAR. 10. ALL REINFORCING :STEEL TO BE CUT CLEAR OF IN THE EVENT THE INVERT OF THE OUTFALL ALL OPENINGS BY 2 ". 19. ALL REINFORCING BARS TO BE #5. 4. PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, THE INVERT OF THE STRUCTURE 11. CAST -IN PLACE CONCRETE IS TO BE CLASS A3 20. WHEN INLET IS USED IN 4' -0" MEDIAN, BACK OF SHALL BE SHAPED WITH CEMENT MORTAR TO (3000 PSI). PRECAST CONCRETE IS TO BE INLET IS TO BE SHAPED TO CONFORM TO PREVENT STANDING OR PONDING OF WATER 4000 PSI. PROPOSED CURB. IN THE STRUCTURE. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO 12. LENGTH OF SLOT (L) WILL, IN EVERY CASE, BE THE SHAPING IS TO BE INCLUDED IN THE BID SHOWN ON PLANS:. PRICE FOR THE STRUCTURE. 13. IF INLET IS CONSTRUCTED IN MEDIAN CURB OR 5, STEPS ARE TO BE PROVIDED WHEN H IS 4' -0" WITH INTEGRAL CURB, GUTTER IS TO BE OR GREATER. FOR DETAILS SEE STANDARD ST -1. OMITTED (SEE DET(AIL). 6. THIS ITEM MAY BE PRECAST OR CAST-IN-PLACE. 14. STANDARD INLETS MAY BE CONSTRUCTED WITH CONCRETE BLOCKS IN ACCORDANCE WITH THE DETAILS SHOWN ON STANDARD DRAWING DI -MB. SPECIFICATION Vpp'-j- REFERENCE STANDARD CURB DROP INLET ROAD AND BRIDGE STANDARDS 233 1211 - 30" PIPE/ MAXIMUM DEPTH (H) - 8' REVISION DATE FSHEET 2 OF 2 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 1 104.10 ST -1 NO. 6 GALVANIZED STEEL STIFF I/4„ /�, 4 1 /s" R TYPICAL SECTION (DIMENSIONS MAY VARY WITH MANUFACTURER'S DESIGN) #4, GRADE BO, REINFORCING ROD ENCASED IN A CORROS'.ON RESISTANT RUBBER OR OTHER MATERIAL APPROVED BY THE ENGINEER. (DIMENSION MAT VARY WITH MANUFACTURER'S DESIGN) CORROSION RESISTANT MATERIAL - # 4 REINFORCING ROD I. SECTION r NO T ES= -R �- STEPS 'WIL'.. BE REQUIRED IN ALL STRUCTURFS WITH A DEPTH OF 4'-0" OR GREATER UNLESS OTHERWISE NOTED ON THE PLANS. ALL STEPS SHALL PROTRUDE 4Y2" FROM INSIDE FACE OF STRUCTURE WALL, MAXIMUM S'EP SPACING TO BE 16" C -C. STEPS SHALL WITHSTAND A MINIMUM FORCE OF 300 POUNDS WHEN EXTENDED 4;/2" FROM THE FACE OF THE SUPPORT. STEPS ARE TO HE VERTICALLY ALIGNED AND UNIFORMALY SPACED FOR THE ENTIRE DEPTH OF ANY STRUCTURE. IN PRECAST UNITS STEPS MAY BE CAST IN PLACE, MORTARED INTO HOLES PROVIDED BY THE FABRICATOR, OR DRIVEN. MINIMUM OF 3" EMBEDMENT STEPS DIFFERING IN DIMENSIONS, CONFIGURATION, OR MATERIALS FROM THOSE SHDWN MAY ALSO BE USED PROVIDED THEY MEET THE MINIMUM REQUIREMENTS SHOWN HEREON AND THE CONTRACTOR HAS FURNISHED THE ENGINEER WITH DETAILS AND CERTIFIED TEST REPORTS OF THE PRCPOSED SUBSTITUTE AND HAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SUCH STEPS. ALL STEPS INSTALLED SHALL HE PROVIDED WITH SLIP - RESISTANT SURFACES SUCH AS BUT NOT LIMITED TO, CORRUGATED KNURLED, OR DIMPLED SURFACES. ALUMINUM STEPS SHALL BE FABRICATED IN ACCORDANCE WITH ASTM B221, ALLOY 6005 -T5. THAT PORTION OF THE STEP ENCASED IN MASONRY SHALL BE UNIFORMLY COATED WITH A BiTUMIMOUS; SOLVENT TYPE, ASBESTOS FILLED ALUMINUM PIGMENTED COATING CONFORMING TO FEDERAL SPECIFICATION TO- C- 00498A. ALUMINUM STEP $PECFIC N IT. STANDARD STEP I VIRGINIA DEPARTMENT OF TRANSPORTATION NONE 306 03 R ? a a s ?M3 i 1 - '4` ..._.... _ _ ) % 1 ...... 3 t , X x' y, f ........... 1 X .. .. ` f.. r/ r: ✓ -i ' ["I"'«- ®� ^r o ,,x, ... A ?-, C ` nw, '^"^ r r i a s " s c_. „i. rs , S q F y �r- i......._.. o. , , 1 40 . • Y : Bui .... s , , y , s , , a w . W. „ T a .. ........... ..... ... .. ..,. ,.,.,.,..,,,.,,. ..... ...,...,.,.,.,..,.,.,. .---- -- ..,..,...,.,.,,.,_.. .... ._. d. - i t ..0 ..,� ,,a3 ,r ,. da I "s¢_ I i,,.,3 x .. 7 EVISED 7/01 END - SECTION 12" - 60" PIPE HUB END ON OUTLET ENO- SECTIONS SPIGOT END ON INLET END - SECTION X - -- � 3 i p'�Ok 1 R FORCEMEAT + I A u\ / -' -�- -- i D -- PAY LINE E SECTION X -X END VIEW END SECTION DIMENSIONS PIPE DIAMETER A 8 C D E 12" 4" 2' -0" T -O" 4'_0" 1' -0" 15" 6" 2' -3" 1'-9" 4' -0" 2' -6" 16" 9" 2' -3„ T_91: '-1" T -O" 3'-6" 24" 9%' 3'-7" " -6" 6' -1" W -0" 27" 10 4' -0" 2-1" 6-1" 4'-6" 30" 4' -6" T -7 6' -1 " 5' -0" 4'-10 ,: 2,_31 T_ 4„ 5,_611 36 "�� 42" P -9" 5' -3" 2'-11" 6-2" 6' -6" 6'_O" 2'-2" U -2" T -O" 54" 2,,3. -_ 5'_5'• .-�1 8'_21 7'-6" 60" 2'-U" ALTERNATE END - SECTION 12" - 60" PIPE Es -1 HUB END ON OUTLET END - SECTIONS SPIOOF END ON INLET ENO - SECTION X _ x I _ CONCRETE TO BE 4000 PSI MINIMUM PLAN C � B - DIAMETER OF PIPE STEEL FABRK: REINFORCEMENT-,, 1 A \ � _ D PAY LINE END VIEW SECTION X -X END SECTION DIMENSIONS PIPE DIAMETER A e C D E 12" 4" 2' -D" 4'-1" 6'-1" 2' -0" 15" 6" 2' -3" 3' -10" 6'-1" 2'-6" 18„ 9:, 2' -3" 3'-10„ 6' -i„ 9" 21-11" S -2" 6' -1" 24,. 10" 3,_7„ 2'-&' 6._3„ 4' -0" 27" 1010 4' - ®^ 2' -1 %" r,' - ly V -6" 30" 1' -0" 4' -6" i' -7i'd, 6' " 5' -0" 33" 1'-1 z` 4' -901 ' .. �0 -_6„ 136" T -3" 0" 42" 1' -9" 5' -3" 2'-11" 473" 2' -0" 6' -011 2•_2:, B._2„ T -0" 54" 21-3" 5'-5" '-11" 8'-4" T -6" SHI�DULDER PAY LINE •-- -.. -. �l_ENGTH C NOTES _ PIPE LENGTHS SHOWN ON PLANS ARE BASED ON END - SECTION DESIGN SHOWN ON THE LEFT. IF THE CONTRACTOR ELECTS rCULVERT,/11 TO USE THE ALTERNATE DESIGN SHOWN ON THE RIGHT, LENGTHS WILL BE REDUCED BY THE DIFFERENCE IN DIMENSION "D ", SLOPE DETAIL SPECIFICATION REFERENCE FLARED END - SECTION FOR 1211 -60" CONCRETE PIPE CULVERTS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 102.01 DETAIL 1 DETAIL 2 SECTION A-'A 3S SECTION A -A B 1 NOTES, I. FOR MULT `E LINE INSTALLATIONS DIMENSION S IS TO GOVERN THE PROTECTION OUTSIDE THE CHANNEL WIDTH (W). 2. ON ANY SECONDARY ROADS INSTALLATION REQUIRING EROSION CONTROL STONE WHERE NO ENDWALL OR ENDSECTION IS SPECIFIED ON PLANS, CONSTRUCTION IS TO BE IN ACCORDANCE WITH DETAIL 2 SHOWN ABOVE. 3• GEOTEXTLE FABRIC TO BE INSTALLED UNDER ALL EROSION CONTROL STONE IN ACCORDANCE WITH THE SPECIFICATIONS. 4, S - DIAMETER OF CIRCULAR CULVERT OR SPAN FOR BOX, ELLIPTICAL OR ARCH CULVERT, H - DIAMETER OF CIRCULAR CULVERT OR RLSE/HEIGHT FOR BOX,ELLIPTICAL OR ARCH CULVERT, 5 )(USE TYPICAL SECTION SHOWN ON PLANS OR FOR SIDESLOPE, BOTTOM WIDTH AND DEPTH OF CHANNEL, MATCH EXISTING DITCH OR NATURAL GROUND, EC -1. DEPTH SECTION B -B " CLASS 1 2' CLASS 1 3' IIETI 204 STONE FOR EROSION CONTROL 245 VIRGINIA DEPARTMENT OF TRANSPORTATION 4 03 114.01 NO I ES fH n L'_T 19r"? -O TIE: So €'GA,'IB DN I€�, „', {`a„ r ` ' Tt 13(IN S A¢ twa9PvlYS"'Ti T Y>L °, 'cISJ O. 5 fi L )I •� x^7Sa Psi MOH, iG PF Ar,TO ST ALL Ak-.M; AD,14.0.'° C€ f£ ,' 4 w s k AK dr E A&`JT ONG LUNCRE:r TO £'P£"'£r' t ,p�,F,h,'•i S a7T€:; 4'd 57 zS ra?eF G'i?t,r ¢u Gf -NT3 mF ' S 5 E IU { �' u4 d c ., fMaI`. L rU Cf 1DOWE :rig )', 4;k j fk i'r'`.s PF iifrS 1 ITpl_ r: viTFAI,E: Ci�E mA, % FF,10 w) SEE „TA,,'rARD, 15, .S AREA !, 'A BF F,`,? M.Oi _•s O41CH CASE Y y`F.. 3 3O t; 1. of (( E+€ " "T'D'3. FOP r+l, x, �'ifr: € jst... f E EXPXNSBIN '(iF€T%` W_I AFIFY Ci% ~fi' 1:%_ £v%:E MA 3''. Pt"F'# t5 iJ 1 A.C'Twt,,<.� E C,AUE :LIT 1'X"? HOLI, d 5F LC .„:3 To t, >;,.. vX 3 t,gmm, , ;;>?T;. :..zi Ya a «,Na+"SY, ?}A5ER3A # ,?' f§TSIi M,tp+ `Ea;. NbeGnf,e:i ,Ei IDES H, 1*111 A FOP 011PTii 4.,x^ret r 5?1; , ,.,,s, 4 i1 €:71i`Ci"�$,.: :'•s y ^r 7 �_x+ily SiaXzi'Cfi', t ::Tk :' /e'" #AE i<;: .H3 Of 5',.� 5Y �'3#s'sv1.;. P`P"ws' x; r 1 - ,'7 M C TO ,n ' OR, R� .D_ i-E t+" tP ,HAD E S0 Y »z "` 3 T E -a ar 2 €'•'"Y' ? kbT Eta ^,:3 zl,. d tA,C>i ii,ar''iiih�?£ WT AN TP,1¢ CklaNX%";T�a c #d';E `* OF ' t,4 . S1111-01 FO I eAw, W av a{i D CLOTH s . -Y«"2 RtA C ',f4 i i SCE 3.FFF ENT OCF HS AM OR 5J3',?9 0.28 } e,.T Or ,. rTW;! A4) „ €n M ALL OF T„O Ti`+.QCrWu,E, LL4I , YFa?.3,s OF mIic"F{„_Pi }ra. E F(S4. ".: 3E I"I' f A tfi"h�' i( r1f'3 m rV Or aFP_ -H; 13 ..J ,Nxl THE SP N`)^',,.E.FOf ,. STF..',TLr -E S. '� rat "tY�CIrJ„ !3T,`Tl 'HALL HAVE A Ari�E.. e :uOa R "F h 17: LY.i^TI rr" ANGLE UPON AS S,- "14" 9rt 3t.` �s' Sk' ,k e fto, ms's ^dLL OF e 'S -10 BE t1 6" 17'410 i,Pi.z rr > +tP'L ".: t" 118 &� . krsd) -vt' ;E3J i N `Y E'1E°.:: =Ls. A L Q PF GRr` NN �rTFEL ,t, WE (,VT CLE1110 OF fi,"+LtuT. �,'3 „,,, >.Tw ,N�< ✓..v< .. .,F, c uf,�.:,'gidR'E ^, C Opf'.N:FIGS B 1EI:, S: DIE DITCS , 041i TI4 OF ✓¢ <E :t. BA:R!, . a c: BE S iLPEU Afl-M-CEVE10 V¢G I PP vO t' '' *ENT ,is E p(A01'« 01, 14 R7 M CAST-IN PLACE C01401ETF is TO of, 01141s$ A? Y:. 3 PEfI'IFOR IN' B RS ' 45. E x hrU" t 1 i 05 zl^a !lSFIr ,a F 000 os r PtN ,,., - 1,Tn:'PCTE S ,0 t3£ rsr O #x 1x£` rd 1 f F AT 5 i y,8j"' i) 4ti, 70 ac011 PSL 3T3; B4t,E T MA.9` > uS.s $s` 34 CAR, 'TP P "CF Fo ' >s`N3. s,Pa11`JP1,; ,>. -.8�S S ID 3 is Nmixv F,.,P:. US_ ;.{ .. w'3 C;*x�«;C'R�iN.. 4'E,'" ;fi MAY-4k M$ AND L' # st SI AT C S '43_Y. 014, 4+"D i f SPAZE CLCIAPIN?„t 2 ¢E.ra 1. i 0.. -;r Ci Sk S 4'-0' Tz a. b. E ,5:'b,tj ?a 3�..,J..?•cu C*, Ie'2id-0 ,.,sf:.a:• Y,XT: _ h9,.,. {�J':E3E'E. ;ZF.tu, '¢ Th• H LET"'?AL CUfZ3, QUITTER E:? 4S T'v BE 3' FY%r CC11 .A,le.iTf"4 -" .Ji ES IS t ;RS, -.ozml bw'sAY 0.a . 2,( -✓5 .i CAS -1 < 111px3'e_ 0H TtD ,SEE, DETi`40E AND iIFFQF, SA li"FLICI I f ) EQVAL9 FIVE ' ( T.T I I ` T ..1 r* - , P E' E 4, i J 00 Buffington R• Atlanta Georgia, 30349-2998 Mark Date By Sheet C -4.4 CONCRETE TO BE PLAN 4000 PSI MINIMUM WPoP DIAMETER I - PIPE 3 i p'�Ok 1 R FORCEMEAT + I A u\ / -' -�- -- i D -- PAY LINE E SECTION X -X END VIEW END SECTION DIMENSIONS PIPE DIAMETER A 8 C D E 12" 4" 2' -0" T -O" 4'_0" 1' -0" 15" 6" 2' -3" 1'-9" 4' -0" 2' -6" 16" 9" 2' -3„ T_91: '-1" T -O" 3'-6" 24" 9%' 3'-7" " -6" 6' -1" W -0" 27" 10 4' -0" 2-1" 6-1" 4'-6" 30" 4' -6" T -7 6' -1 " 5' -0" 4'-10 ,: 2,_31 T_ 4„ 5,_611 36 "�� 42" P -9" 5' -3" 2'-11" 6-2" 6' -6" 6'_O" 2'-2" U -2" T -O" 54" 2,,3. -_ 5'_5'• .-�1 8'_21 7'-6" 60" 2'-U" ALTERNATE END - SECTION 12" - 60" PIPE Es -1 HUB END ON OUTLET END - SECTIONS SPIOOF END ON INLET ENO - SECTION X _ x I _ CONCRETE TO BE 4000 PSI MINIMUM PLAN C � B - DIAMETER OF PIPE STEEL FABRK: REINFORCEMENT-,, 1 A \ � _ D PAY LINE END VIEW SECTION X -X END SECTION DIMENSIONS PIPE DIAMETER A e C D E 12" 4" 2' -D" 4'-1" 6'-1" 2' -0" 15" 6" 2' -3" 3' -10" 6'-1" 2'-6" 18„ 9:, 2' -3" 3'-10„ 6' -i„ 9" 21-11" S -2" 6' -1" 24,. 10" 3,_7„ 2'-&' 6._3„ 4' -0" 27" 1010 4' - ®^ 2' -1 %" r,' - ly V -6" 30" 1' -0" 4' -6" i' -7i'd, 6' " 5' -0" 33" 1'-1 z` 4' -901 ' .. �0 -_6„ 136" T -3" 0" 42" 1' -9" 5' -3" 2'-11" 473" 2' -0" 6' -011 2•_2:, B._2„ T -0" 54" 21-3" 5'-5" '-11" 8'-4" T -6" SHI�DULDER PAY LINE •-- -.. -. �l_ENGTH C NOTES _ PIPE LENGTHS SHOWN ON PLANS ARE BASED ON END - SECTION DESIGN SHOWN ON THE LEFT. IF THE CONTRACTOR ELECTS rCULVERT,/11 TO USE THE ALTERNATE DESIGN SHOWN ON THE RIGHT, LENGTHS WILL BE REDUCED BY THE DIFFERENCE IN DIMENSION "D ", SLOPE DETAIL SPECIFICATION REFERENCE FLARED END - SECTION FOR 1211 -60" CONCRETE PIPE CULVERTS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 102.01 DETAIL 1 DETAIL 2 SECTION A-'A 3S SECTION A -A B 1 NOTES, I. FOR MULT `E LINE INSTALLATIONS DIMENSION S IS TO GOVERN THE PROTECTION OUTSIDE THE CHANNEL WIDTH (W). 2. ON ANY SECONDARY ROADS INSTALLATION REQUIRING EROSION CONTROL STONE WHERE NO ENDWALL OR ENDSECTION IS SPECIFIED ON PLANS, CONSTRUCTION IS TO BE IN ACCORDANCE WITH DETAIL 2 SHOWN ABOVE. 3• GEOTEXTLE FABRIC TO BE INSTALLED UNDER ALL EROSION CONTROL STONE IN ACCORDANCE WITH THE SPECIFICATIONS. 4, S - DIAMETER OF CIRCULAR CULVERT OR SPAN FOR BOX, ELLIPTICAL OR ARCH CULVERT, H - DIAMETER OF CIRCULAR CULVERT OR RLSE/HEIGHT FOR BOX,ELLIPTICAL OR ARCH CULVERT, 5 )(USE TYPICAL SECTION SHOWN ON PLANS OR FOR SIDESLOPE, BOTTOM WIDTH AND DEPTH OF CHANNEL, MATCH EXISTING DITCH OR NATURAL GROUND, EC -1. DEPTH SECTION B -B " CLASS 1 2' CLASS 1 3' IIETI 204 STONE FOR EROSION CONTROL 245 VIRGINIA DEPARTMENT OF TRANSPORTATION 4 03 114.01 NO I ES fH n L'_T 19r"? -O TIE: So €'GA,'IB DN I€�, „', {`a„ r ` ' Tt 13(IN S A¢ twa9PvlYS"'Ti T Y>L °, 'cISJ O. 5 fi L )I •� x^7Sa Psi MOH, iG PF Ar,TO ST ALL Ak-.M; AD,14.0.'° C€ f£ ,' 4 w s k AK dr E A&`JT ONG LUNCRE:r TO £'P£"'£r' t ,p�,F,h,'•i S a7T€:; 4'd 57 zS ra?eF G'i?t,r ¢u Gf -NT3 mF ' S 5 E IU { �' u4 d c ., fMaI`. L rU Cf 1DOWE :rig )', 4;k j fk i'r'`.s PF iifrS 1 ITpl_ r: viTFAI,E: Ci�E mA, % FF,10 w) SEE „TA,,'rARD, 15, .S AREA !, 'A BF F,`,? M.Oi _•s O41CH CASE Y y`F.. 3 3O t; 1. of (( E+€ " "T'D'3. FOP r+l, x, �'ifr: € jst... f E EXPXNSBIN '(iF€T%` W_I AFIFY Ci% ~fi' 1:%_ £v%:E MA 3''. Pt"F'# t5 iJ 1 A.C'Twt,,<.� E C,AUE :LIT 1'X"? HOLI, d 5F LC .„:3 To t, >;,.. vX 3 t,gmm, , ;;>?T;. :..zi Ya a «,Na+"SY, ?}A5ER3A # ,?' f§TSIi M,tp+ `Ea;. NbeGnf,e:i ,Ei IDES H, 1*111 A FOP 011PTii 4.,x^ret r 5?1; , ,.,,s, 4 i1 €:71i`Ci"�$,.: :'•s y ^r 7 �_x+ily SiaXzi'Cfi', t ::Tk :' /e'" #AE i<;: .H3 Of 5',.� 5Y �'3#s'sv1.;. P`P"ws' x; r 1 - ,'7 M C TO ,n ' OR, R� .D_ i-E t+" tP ,HAD E S0 Y »z "` 3 T E -a ar 2 €'•'"Y' ? kbT Eta ^,:3 zl,. d tA,C>i ii,ar''iiih�?£ WT AN TP,1¢ CklaNX%";T�a c #d';E `* OF ' t,4 . S1111-01 FO I eAw, W av a{i D CLOTH s . -Y«"2 RtA C ',f4 i i SCE 3.FFF ENT OCF HS AM OR 5J3',?9 0.28 } e,.T Or ,. rTW;! A4) „ €n M ALL OF T„O Ti`+.QCrWu,E, LL4I , YFa?.3,s OF mIic"F{„_Pi }ra. E F(S4. ".: 3E I"I' f A tfi"h�' i( r1f'3 m rV Or aFP_ -H; 13 ..J ,Nxl THE SP N`)^',,.E.FOf ,. STF..',TLr -E S. '� rat "tY�CIrJ„ !3T,`Tl 'HALL HAVE A Ari�E.. e :uOa R "F h 17: LY.i^TI rr" ANGLE UPON AS S,- "14" 9rt 3t.` �s' Sk' ,k e fto, ms's ^dLL OF e 'S -10 BE t1 6" 17'410 i,Pi.z rr > +tP'L ".: t" 118 &� . krsd) -vt' ;E3J i N `Y E'1E°.:: =Ls. A L Q PF GRr` NN �rTFEL ,t, WE (,VT CLE1110 OF fi,"+LtuT. �,'3 „,,, >.Tw ,N�< ✓..v< .. .,F, c uf,�.:,'gidR'E ^, C Opf'.N:FIGS B 1EI:, S: DIE DITCS , 041i TI4 OF ✓¢ <E :t. BA:R!, . a c: BE S iLPEU Afl-M-CEVE10 V¢G I PP vO t' '' *ENT ,is E p(A01'« 01, 14 R7 M CAST-IN PLACE C01401ETF is TO of, 01141s$ A? Y:. 3 PEfI'IFOR IN' B RS ' 45. E x hrU" t 1 i 05 zl^a !lSFIr ,a F 000 os r PtN ,,., - 1,Tn:'PCTE S ,0 t3£ rsr O #x 1x£` rd 1 f F AT 5 i y,8j"' i) 4ti, 70 ac011 PSL 3T3; B4t,E T MA.9` > uS.s $s` 34 CAR, 'TP P "CF Fo ' >s`N3. s,Pa11`JP1,; ,>. -.8�S S ID 3 is Nmixv F,.,P:. US_ ;.{ .. w'3 C;*x�«;C'R�iN.. 4'E,'" ;fi MAY-4k M$ AND L' # st SI AT C S '43_Y. 014, 4+"D i f SPAZE CLCIAPIN?„t 2 ¢E.ra 1. i 0.. -;r Ci Sk S 4'-0' Tz a. b. E ,5:'b,tj ?a 3�..,J..?•cu C*, Ie'2id-0 ,.,sf:.a:• Y,XT: _ h9,.,. {�J':E3E'E. ;ZF.tu, '¢ Th• H LET"'?AL CUfZ3, QUITTER E:? 4S T'v BE 3' FY%r CC11 .A,le.iTf"4 -" .Ji ES IS t ;RS, -.ozml bw'sAY 0.a . 2,( -✓5 .i CAS -1 < 111px3'e_ 0H TtD ,SEE, DETi`40E AND iIFFQF, SA li"FLICI I f ) EQVAL9 FIVE ' ( T.T I I ` T ..1 r* - , P E' E 4, i J 00 Buffington R• Atlanta Georgia, 30349-2998 Mark Date By Sheet C -4.4 ALTERNATE END - SECTION 12" - 60" PIPE Es -1 HUB END ON OUTLET END - SECTIONS SPIOOF END ON INLET ENO - SECTION X _ x I _ CONCRETE TO BE 4000 PSI MINIMUM PLAN C � B - DIAMETER OF PIPE STEEL FABRK: REINFORCEMENT-,, 1 A \ � _ D PAY LINE END VIEW SECTION X -X END SECTION DIMENSIONS PIPE DIAMETER A e C D E 12" 4" 2' -D" 4'-1" 6'-1" 2' -0" 15" 6" 2' -3" 3' -10" 6'-1" 2'-6" 18„ 9:, 2' -3" 3'-10„ 6' -i„ 9" 21-11" S -2" 6' -1" 24,. 10" 3,_7„ 2'-&' 6._3„ 4' -0" 27" 1010 4' - ®^ 2' -1 %" r,' - ly V -6" 30" 1' -0" 4' -6" i' -7i'd, 6' " 5' -0" 33" 1'-1 z` 4' -901 ' .. �0 -_6„ 136" T -3" 0" 42" 1' -9" 5' -3" 2'-11" 473" 2' -0" 6' -011 2•_2:, B._2„ T -0" 54" 21-3" 5'-5" '-11" 8'-4" T -6" SHI�DULDER PAY LINE •-- -.. -. �l_ENGTH C NOTES _ PIPE LENGTHS SHOWN ON PLANS ARE BASED ON END - SECTION DESIGN SHOWN ON THE LEFT. IF THE CONTRACTOR ELECTS rCULVERT,/11 TO USE THE ALTERNATE DESIGN SHOWN ON THE RIGHT, LENGTHS WILL BE REDUCED BY THE DIFFERENCE IN DIMENSION "D ", SLOPE DETAIL SPECIFICATION REFERENCE FLARED END - SECTION FOR 1211 -60" CONCRETE PIPE CULVERTS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 102.01 DETAIL 1 DETAIL 2 SECTION A-'A 3S SECTION A -A B 1 NOTES, I. FOR MULT `E LINE INSTALLATIONS DIMENSION S IS TO GOVERN THE PROTECTION OUTSIDE THE CHANNEL WIDTH (W). 2. ON ANY SECONDARY ROADS INSTALLATION REQUIRING EROSION CONTROL STONE WHERE NO ENDWALL OR ENDSECTION IS SPECIFIED ON PLANS, CONSTRUCTION IS TO BE IN ACCORDANCE WITH DETAIL 2 SHOWN ABOVE. 3• GEOTEXTLE FABRIC TO BE INSTALLED UNDER ALL EROSION CONTROL STONE IN ACCORDANCE WITH THE SPECIFICATIONS. 4, S - DIAMETER OF CIRCULAR CULVERT OR SPAN FOR BOX, ELLIPTICAL OR ARCH CULVERT, H - DIAMETER OF CIRCULAR CULVERT OR RLSE/HEIGHT FOR BOX,ELLIPTICAL OR ARCH CULVERT, 5 )(USE TYPICAL SECTION SHOWN ON PLANS OR FOR SIDESLOPE, BOTTOM WIDTH AND DEPTH OF CHANNEL, MATCH EXISTING DITCH OR NATURAL GROUND, EC -1. DEPTH SECTION B -B " CLASS 1 2' CLASS 1 3' IIETI 204 STONE FOR EROSION CONTROL 245 VIRGINIA DEPARTMENT OF TRANSPORTATION 4 03 114.01 NO I ES fH n L'_T 19r"? -O TIE: So €'GA,'IB DN I€�, „', {`a„ r ` ' Tt 13(IN S A¢ twa9PvlYS"'Ti T Y>L °, 'cISJ O. 5 fi L )I •� x^7Sa Psi MOH, iG PF Ar,TO ST ALL Ak-.M; AD,14.0.'° C€ f£ ,' 4 w s k AK dr E A&`JT ONG LUNCRE:r TO £'P£"'£r' t ,p�,F,h,'•i S a7T€:; 4'd 57 zS ra?eF G'i?t,r ¢u Gf -NT3 mF ' S 5 E IU { �' u4 d c ., fMaI`. L rU Cf 1DOWE :rig )', 4;k j fk i'r'`.s PF iifrS 1 ITpl_ r: viTFAI,E: Ci�E mA, % FF,10 w) SEE „TA,,'rARD, 15, .S AREA !, 'A BF F,`,? M.Oi _•s O41CH CASE Y y`F.. 3 3O t; 1. of (( E+€ " "T'D'3. FOP r+l, x, �'ifr: € jst... f E EXPXNSBIN '(iF€T%` W_I AFIFY Ci% ~fi' 1:%_ £v%:E MA 3''. Pt"F'# t5 iJ 1 A.C'Twt,,<.� E C,AUE :LIT 1'X"? HOLI, d 5F LC .„:3 To t, >;,.. vX 3 t,gmm, , ;;>?T;. :..zi Ya a «,Na+"SY, ?}A5ER3A # ,?' f§TSIi M,tp+ `Ea;. NbeGnf,e:i ,Ei IDES H, 1*111 A FOP 011PTii 4.,x^ret r 5?1; , ,.,,s, 4 i1 €:71i`Ci"�$,.: :'•s y ^r 7 �_x+ily SiaXzi'Cfi', t ::Tk :' /e'" #AE i<;: .H3 Of 5',.� 5Y �'3#s'sv1.;. P`P"ws' x; r 1 - ,'7 M C TO ,n ' OR, R� .D_ i-E t+" tP ,HAD E S0 Y »z "` 3 T E -a ar 2 €'•'"Y' ? kbT Eta ^,:3 zl,. d tA,C>i ii,ar''iiih�?£ WT AN TP,1¢ CklaNX%";T�a c #d';E `* OF ' t,4 . S1111-01 FO I eAw, W av a{i D CLOTH s . -Y«"2 RtA C ',f4 i i SCE 3.FFF ENT OCF HS AM OR 5J3',?9 0.28 } e,.T Or ,. rTW;! A4) „ €n M ALL OF T„O Ti`+.QCrWu,E, LL4I , YFa?.3,s OF mIic"F{„_Pi }ra. E F(S4. ".: 3E I"I' f A tfi"h�' i( r1f'3 m rV Or aFP_ -H; 13 ..J ,Nxl THE SP N`)^',,.E.FOf ,. STF..',TLr -E S. '� rat "tY�CIrJ„ !3T,`Tl 'HALL HAVE A Ari�E.. e :uOa R "F h 17: LY.i^TI rr" ANGLE UPON AS S,- "14" 9rt 3t.` �s' Sk' ,k e fto, ms's ^dLL OF e 'S -10 BE t1 6" 17'410 i,Pi.z rr > +tP'L ".: t" 118 &� . krsd) -vt' ;E3J i N `Y E'1E°.:: =Ls. A L Q PF GRr` NN �rTFEL ,t, WE (,VT CLE1110 OF fi,"+LtuT. �,'3 „,,, >.Tw ,N�< ✓..v< .. .,F, c uf,�.:,'gidR'E ^, C Opf'.N:FIGS B 1EI:, S: DIE DITCS , 041i TI4 OF ✓¢ <E :t. BA:R!, . a c: BE S iLPEU Afl-M-CEVE10 V¢G I PP vO t' '' *ENT ,is E p(A01'« 01, 14 R7 M CAST-IN PLACE C01401ETF is TO of, 01141s$ A? Y:. 3 PEfI'IFOR IN' B RS ' 45. E x hrU" t 1 i 05 zl^a !lSFIr ,a F 000 os r PtN ,,., - 1,Tn:'PCTE S ,0 t3£ rsr O #x 1x£` rd 1 f F AT 5 i y,8j"' i) 4ti, 70 ac011 PSL 3T3; B4t,E T MA.9` > uS.s $s` 34 CAR, 'TP P "CF Fo ' >s`N3. s,Pa11`JP1,; ,>. -.8�S S ID 3 is Nmixv F,.,P:. US_ ;.{ .. w'3 C;*x�«;C'R�iN.. 4'E,'" ;fi MAY-4k M$ AND L' # st SI AT C S '43_Y. 014, 4+"D i f SPAZE CLCIAPIN?„t 2 ¢E.ra 1. i 0.. -;r Ci Sk S 4'-0' Tz a. b. E ,5:'b,tj ?a 3�..,J..?•cu C*, Ie'2id-0 ,.,sf:.a:• Y,XT: _ h9,.,. {�J':E3E'E. ;ZF.tu, '¢ Th• H LET"'?AL CUfZ3, QUITTER E:? 4S T'v BE 3' FY%r CC11 .A,le.iTf"4 -" .Ji ES IS t ;RS, -.ozml bw'sAY 0.a . 2,( -✓5 .i CAS -1 < 111px3'e_ 0H TtD ,SEE, DETi`40E AND iIFFQF, SA li"FLICI I f ) EQVAL9 FIVE ' ( T.T I I ` T ..1 r* - , P E' E 4, i J 00 Buffington R• Atlanta Georgia, 30349-2998 Mark Date By Sheet C -4.4 SHI�DULDER PAY LINE •-- -.. -. �l_ENGTH C NOTES _ PIPE LENGTHS SHOWN ON PLANS ARE BASED ON END - SECTION DESIGN SHOWN ON THE LEFT. IF THE CONTRACTOR ELECTS rCULVERT,/11 TO USE THE ALTERNATE DESIGN SHOWN ON THE RIGHT, LENGTHS WILL BE REDUCED BY THE DIFFERENCE IN DIMENSION "D ", SLOPE DETAIL SPECIFICATION REFERENCE FLARED END - SECTION FOR 1211 -60" CONCRETE PIPE CULVERTS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 102.01 DETAIL 1 DETAIL 2 SECTION A-'A 3S SECTION A -A B 1 NOTES, I. FOR MULT `E LINE INSTALLATIONS DIMENSION S IS TO GOVERN THE PROTECTION OUTSIDE THE CHANNEL WIDTH (W). 2. ON ANY SECONDARY ROADS INSTALLATION REQUIRING EROSION CONTROL STONE WHERE NO ENDWALL OR ENDSECTION IS SPECIFIED ON PLANS, CONSTRUCTION IS TO BE IN ACCORDANCE WITH DETAIL 2 SHOWN ABOVE. 3• GEOTEXTLE FABRIC TO BE INSTALLED UNDER ALL EROSION CONTROL STONE IN ACCORDANCE WITH THE SPECIFICATIONS. 4, S - DIAMETER OF CIRCULAR CULVERT OR SPAN FOR BOX, ELLIPTICAL OR ARCH CULVERT, H - DIAMETER OF CIRCULAR CULVERT OR RLSE/HEIGHT FOR BOX,ELLIPTICAL OR ARCH CULVERT, 5 )(USE TYPICAL SECTION SHOWN ON PLANS OR FOR SIDESLOPE, BOTTOM WIDTH AND DEPTH OF CHANNEL, MATCH EXISTING DITCH OR NATURAL GROUND, EC -1. DEPTH SECTION B -B " CLASS 1 2' CLASS 1 3' IIETI 204 STONE FOR EROSION CONTROL 245 VIRGINIA DEPARTMENT OF TRANSPORTATION 4 03 114.01 NO I ES fH n L'_T 19r"? -O TIE: So €'GA,'IB DN I€�, „', {`a„ r ` ' Tt 13(IN S A¢ twa9PvlYS"'Ti T Y>L °, 'cISJ O. 5 fi L )I •� x^7Sa Psi MOH, iG PF Ar,TO ST ALL Ak-.M; AD,14.0.'° C€ f£ ,' 4 w s k AK dr E A&`JT ONG LUNCRE:r TO £'P£"'£r' t ,p�,F,h,'•i S a7T€:; 4'd 57 zS ra?eF G'i?t,r ¢u Gf -NT3 mF ' S 5 E IU { �' u4 d c ., fMaI`. L rU Cf 1DOWE :rig )', 4;k j fk i'r'`.s PF iifrS 1 ITpl_ r: viTFAI,E: Ci�E mA, % FF,10 w) SEE „TA,,'rARD, 15, .S AREA !, 'A BF F,`,? M.Oi _•s O41CH CASE Y y`F.. 3 3O t; 1. of (( E+€ " "T'D'3. FOP r+l, x, �'ifr: € jst... f E EXPXNSBIN '(iF€T%` W_I AFIFY Ci% ~fi' 1:%_ £v%:E MA 3''. Pt"F'# t5 iJ 1 A.C'Twt,,<.� E C,AUE :LIT 1'X"? HOLI, d 5F LC .„:3 To t, >;,.. vX 3 t,gmm, , ;;>?T;. :..zi Ya a «,Na+"SY, ?}A5ER3A # ,?' f§TSIi M,tp+ `Ea;. NbeGnf,e:i ,Ei IDES H, 1*111 A FOP 011PTii 4.,x^ret r 5?1; , ,.,,s, 4 i1 €:71i`Ci"�$,.: :'•s y ^r 7 �_x+ily SiaXzi'Cfi', t ::Tk :' /e'" #AE i<;: .H3 Of 5',.� 5Y �'3#s'sv1.;. P`P"ws' x; r 1 - ,'7 M C TO ,n ' OR, R� .D_ i-E t+" tP ,HAD E S0 Y »z "` 3 T E -a ar 2 €'•'"Y' ? kbT Eta ^,:3 zl,. d tA,C>i ii,ar''iiih�?£ WT AN TP,1¢ CklaNX%";T�a c #d';E `* OF ' t,4 . S1111-01 FO I eAw, W av a{i D CLOTH s . -Y«"2 RtA C ',f4 i i SCE 3.FFF ENT OCF HS AM OR 5J3',?9 0.28 } e,.T Or ,. rTW;! A4) „ €n M ALL OF T„O Ti`+.QCrWu,E, LL4I , YFa?.3,s OF mIic"F{„_Pi }ra. E F(S4. ".: 3E I"I' f A tfi"h�' i( r1f'3 m rV Or aFP_ -H; 13 ..J ,Nxl THE SP N`)^',,.E.FOf ,. STF..',TLr -E S. '� rat "tY�CIrJ„ !3T,`Tl 'HALL HAVE A Ari�E.. e :uOa R "F h 17: LY.i^TI rr" ANGLE UPON AS S,- "14" 9rt 3t.` �s' Sk' ,k e fto, ms's ^dLL OF e 'S -10 BE t1 6" 17'410 i,Pi.z rr > +tP'L ".: t" 118 &� . krsd) -vt' ;E3J i N `Y E'1E°.:: =Ls. A L Q PF GRr` NN �rTFEL ,t, WE (,VT CLE1110 OF fi,"+LtuT. �,'3 „,,, >.Tw ,N�< ✓..v< .. .,F, c uf,�.:,'gidR'E ^, C Opf'.N:FIGS B 1EI:, S: DIE DITCS , 041i TI4 OF ✓¢ <E :t. BA:R!, . a c: BE S iLPEU Afl-M-CEVE10 V¢G I PP vO t' '' *ENT ,is E p(A01'« 01, 14 R7 M CAST-IN PLACE C01401ETF is TO of, 01141s$ A? Y:. 3 PEfI'IFOR IN' B RS ' 45. E x hrU" t 1 i 05 zl^a !lSFIr ,a F 000 os r PtN ,,., - 1,Tn:'PCTE S ,0 t3£ rsr O #x 1x£` rd 1 f F AT 5 i y,8j"' i) 4ti, 70 ac011 PSL 3T3; B4t,E T MA.9` > uS.s $s` 34 CAR, 'TP P "CF Fo ' >s`N3. s,Pa11`JP1,; ,>. -.8�S S ID 3 is Nmixv F,.,P:. US_ ;.{ .. w'3 C;*x�«;C'R�iN.. 4'E,'" ;fi MAY-4k M$ AND L' # st SI AT C S '43_Y. 014, 4+"D i f SPAZE CLCIAPIN?„t 2 ¢E.ra 1. i 0.. -;r Ci Sk S 4'-0' Tz a. b. E ,5:'b,tj ?a 3�..,J..?•cu C*, Ie'2id-0 ,.,sf:.a:• Y,XT: _ h9,.,. {�J':E3E'E. ;ZF.tu, '¢ Th• H LET"'?AL CUfZ3, QUITTER E:? 4S T'v BE 3' FY%r CC11 .A,le.iTf"4 -" .Ji ES IS t ;RS, -.ozml bw'sAY 0.a . 2,( -✓5 .i CAS -1 < 111px3'e_ 0H TtD ,SEE, DETi`40E AND iIFFQF, SA li"FLICI I f ) EQVAL9 FIVE ' ( T.T I I ` T ..1 r* - , P E' E 4, i J 00 Buffington R• Atlanta Georgia, 30349-2998 Mark Date By Sheet C -4.4 IIETI 204 STONE FOR EROSION CONTROL 245 VIRGINIA DEPARTMENT OF TRANSPORTATION 4 03 114.01 NO I ES fH n L'_T 19r"? -O TIE: So €'GA,'IB DN I€�, „', {`a„ r ` ' Tt 13(IN S A¢ twa9PvlYS"'Ti T Y>L °, 'cISJ O. 5 fi L )I •� x^7Sa Psi MOH, iG PF Ar,TO ST ALL Ak-.M; AD,14.0.'° C€ f£ ,' 4 w s k AK dr E A&`JT ONG LUNCRE:r TO £'P£"'£r' t ,p�,F,h,'•i S a7T€:; 4'd 57 zS ra?eF G'i?t,r ¢u Gf -NT3 mF ' S 5 E IU { �' u4 d c ., fMaI`. L rU Cf 1DOWE :rig )', 4;k j fk i'r'`.s PF iifrS 1 ITpl_ r: viTFAI,E: Ci�E mA, % FF,10 w) SEE „TA,,'rARD, 15, .S AREA !, 'A BF F,`,? M.Oi _•s O41CH CASE Y y`F.. 3 3O t; 1. of (( E+€ " "T'D'3. FOP r+l, x, �'ifr: € jst... f E EXPXNSBIN '(iF€T%` W_I AFIFY Ci% ~fi' 1:%_ £v%:E MA 3''. Pt"F'# t5 iJ 1 A.C'Twt,,<.� E C,AUE :LIT 1'X"? HOLI, d 5F LC .„:3 To t, >;,.. vX 3 t,gmm, , ;;>?T;. :..zi Ya a «,Na+"SY, ?}A5ER3A # ,?' f§TSIi M,tp+ `Ea;. NbeGnf,e:i ,Ei IDES H, 1*111 A FOP 011PTii 4.,x^ret r 5?1; , ,.,,s, 4 i1 €:71i`Ci"�$,.: :'•s y ^r 7 �_x+ily SiaXzi'Cfi', t ::Tk :' /e'" #AE i<;: .H3 Of 5',.� 5Y �'3#s'sv1.;. P`P"ws' x; r 1 - ,'7 M C TO ,n ' OR, R� .D_ i-E t+" tP ,HAD E S0 Y »z "` 3 T E -a ar 2 €'•'"Y' ? kbT Eta ^,:3 zl,. d tA,C>i ii,ar''iiih�?£ WT AN TP,1¢ CklaNX%";T�a c #d';E `* OF ' t,4 . S1111-01 FO I eAw, W av a{i D CLOTH s . -Y«"2 RtA C ',f4 i i SCE 3.FFF ENT OCF HS AM OR 5J3',?9 0.28 } e,.T Or ,. rTW;! A4) „ €n M ALL OF T„O Ti`+.QCrWu,E, LL4I , YFa?.3,s OF mIic"F{„_Pi }ra. E F(S4. ".: 3E I"I' f A tfi"h�' i( r1f'3 m rV Or aFP_ -H; 13 ..J ,Nxl THE SP N`)^',,.E.FOf ,. STF..',TLr -E S. '� rat "tY�CIrJ„ !3T,`Tl 'HALL HAVE A Ari�E.. e :uOa R "F h 17: LY.i^TI rr" ANGLE UPON AS S,- "14" 9rt 3t.` �s' Sk' ,k e fto, ms's ^dLL OF e 'S -10 BE t1 6" 17'410 i,Pi.z rr > +tP'L ".: t" 118 &� . krsd) -vt' ;E3J i N `Y E'1E°.:: =Ls. A L Q PF GRr` NN �rTFEL ,t, WE (,VT CLE1110 OF fi,"+LtuT. �,'3 „,,, >.Tw ,N�< ✓..v< .. .,F, c uf,�.:,'gidR'E ^, C Opf'.N:FIGS B 1EI:, S: DIE DITCS , 041i TI4 OF ✓¢ <E :t. BA:R!, . a c: BE S iLPEU Afl-M-CEVE10 V¢G I PP vO t' '' *ENT ,is E p(A01'« 01, 14 R7 M CAST-IN PLACE C01401ETF is TO of, 01141s$ A? Y:. 3 PEfI'IFOR IN' B RS ' 45. E x hrU" t 1 i 05 zl^a !lSFIr ,a F 000 os r PtN ,,., - 1,Tn:'PCTE S ,0 t3£ rsr O #x 1x£` rd 1 f F AT 5 i y,8j"' i) 4ti, 70 ac011 PSL 3T3; B4t,E T MA.9` > uS.s $s` 34 CAR, 'TP P "CF Fo ' >s`N3. s,Pa11`JP1,; ,>. -.8�S S ID 3 is Nmixv F,.,P:. US_ ;.{ .. w'3 C;*x�«;C'R�iN.. 4'E,'" ;fi MAY-4k M$ AND L' # st SI AT C S '43_Y. 014, 4+"D i f SPAZE CLCIAPIN?„t 2 ¢E.ra 1. i 0.. -;r Ci Sk S 4'-0' Tz a. b. E ,5:'b,tj ?a 3�..,J..?•cu C*, Ie'2id-0 ,.,sf:.a:• Y,XT: _ h9,.,. {�J':E3E'E. ;ZF.tu, '¢ Th• H LET"'?AL CUfZ3, QUITTER E:? 4S T'v BE 3' FY%r CC11 .A,le.iTf"4 -" .Ji ES IS t ;RS, -.ozml bw'sAY 0.a . 2,( -✓5 .i CAS -1 < 111px3'e_ 0H TtD ,SEE, DETi`40E AND iIFFQF, SA li"FLICI I f ) EQVAL9 FIVE ' ( T.T I I ` T ..1 r* - , P E' E 4, i J 00 Buffington R• Atlanta Georgia, 30349-2998 Mark Date By Sheet C -4.4 i J 00 Buffington R• Atlanta Georgia, 30349-2998 Mark Date By Sheet C -4.4 /-, 1 11 111 4/1"I'l 01, 1! E xi s t '111 i//,., R u n s E x'153� ­'Ir if �/-11, General Notes:' 2 In cond -----------_-_-------- - - --------------- 0 oxial caNe i 1 ref -1 i o­- e si- a, n ca r d I I" 1, S 0'r 3—#8 bonid wire 2 111' 6 /.]5 (D 'is JZ8 b a n d w ire If Elec,,-.,ri,-a,1 ,.-,.--,,ervice S 'E"" B MOD, p r e e rn tio, n a b e 2 2 c c a n d t o r ............ \ f/> "ij. n c t c, n boxes are jB-3c unle�:,,,s oitherwise noi:ed. ...... . .. . I I - ," � 2 ✓ n rods are in boxes, J 4/ 4 n (` < .... . .... A" u ri -11 i box collars are n fir' e-," to show 1 I I, 1 6/3 conC1 ij, C T r b r d i r i(,,,, n o f tirl ii- corid� i mi i ci r -t c e All 12" D with ntu, rn e and pr as e rn a it i o n c a b 1 e Si g n a. 1 -1 e ci, d s ED __5 foij,,nda—,/ r, r /12c conductor e rn sil", r i"n s , m n t s o re P 1,-, c e to b n a , ' frorn lhe -"the rrin,'J CD 3 — c a a xic-/i 1 - a a I e 3-16/3 conduCtor i #8 bond ✓, re An e x i s P e,,.,, d c m rr a­­111 2 pre ernption cable r e r e r i o r conalluctor .......... . A I e X i", a ("'J", r, o 1 e s ire M P 1 y p he g irrl p ✓ i 0 C, r"111 1, 1 o n s o f n conductor r i v �-­�, t.") e e n ui r, v e e d ar", d o r s h W 0i,,, 4 P I n s, ,,� Y 1 a, 9 y -ondu`ctor /-, 1 11 111 4/1"I'l 01, 1! E xi s t '111 i//,., R u n s Construction Notes: Ex"Isfil ng Color "-2" 2 le cond -----------_-_-------- - - --------------- 0 oxial caNe 3—#8 bonid wire 2 111' 6 /.]5 (D 3 JZ8 b a n d w ire If . ... ...... p r e e rn tio, n a b e 2 2 c c a n d t o r ............ \ f/> n d ui, c or, I Ca I 3 ,,, - ," � 2 ✓ n A 1 4/ 4 n (` CD 'A c o ai, x ai b e 1 I I, 1 6/3 conC1 ij, C T r 3—#8 bond wire All 12" D with bad pictes, pr as e rn a it i o n c a b 1 e Si g n a. 1 -1 e ci, d s 1-12, /12c conductor c a n d %,`t /4, conductor CD 3 — c a a xic-/i 1 - a a I e 3-16/3 conduCtor i #8 bond ✓, re 2 pre ernption cable 2­11112/2c conalluctor 5-2" condui'l- conductor co, a x'a I a b 1 e 5. . ..... 1 a, 9 y -ondu`ctor '_5 3 8 bond wire 2--,,.,)reernpt'1or I cable 2—`12/2,:, c r ('111", u c t Construction Notes: Ex"Isfil ng Color SeqUence Chad V, X S ------------ ------------- I ,_.x.. --_-------- --- . ----- r . . . ........ .. . .... --------- . ....... 2 . v), r r., 11,ir b a c lK r o i_,i. r i a "te /��/z D - - - - - - --------- ------------ - ----- --- ----- ----- ---------- ... ........... Ne ex` 2 - - - - ------------ -- ------------ ---------­-- ---------- --------------- - ----- / ------------------ - ----------- ---------------------- - -- . .. ....... r - ----------- -- __-- - ---_--_--- --- ................. ­­­, ................ .............. 2 c, o n d 4­2" concluit 1 14 / 4 a o n d u cit, o r 4—coaxial. cc).lale 4­16/3 conduclor, 6—#8 borld wire 3—preemption cable 3-12/2c conductor 1 -­aritenna ca, le sir ry" 1/4" ninei'al ' ncluit concluictor ...... . .... 1, A! "o - -- ---- < r3, 2 C OMast Arm Pole #2 shall be removed, along with the signal heads & delivered to the VIDOT Traffic Signal shop. The foundation, conduit, & wiring shall be removed & disposed of at an approved location. The excavated area shall be backfilled & compacted for the new street pavement. The camera, pre—emption detector, & street sign shall be removed & used for the new traffic signal mast arm polle with new mounting brackets. OThe existing wiring shall be removed & disposed of at an approved location. OThe existing junction boxes, conduit, & wiring shall be removed & disposed of at an approved location. The excavated area is to be backfilled & compacted. OThe existing wiring from conduit #5 shall be removed & disconnected from the controller cabinet & disposed of at an approved location. The existing wiring from conduiit #7 shall remain in place. i 6 E O xist R Rte 0 (Richmond Rd) Exis t RIW---' V: E "-2" condUIHIL le — -----------_-_-------- - - --------------- 0 oxial caNe 3—#8 bonid wire "j?) cable . ... ...... 12 2 c c o n d i"), c 'or n d ui, c or, I Ca I SeqUence Chad V, X S ------------ ------------- I ,_.x.. --_-------- --- . ----- r . . . ........ .. . .... --------- . ....... 2 . v), r r., 11,ir b a c lK r o i_,i. r i a "te /��/z D - - - - - - --------- ------------ - ----- --- ----- ----- ---------- ... ........... Ne ex` 2 - - - - ------------ -- ------------ ---------­-- ---------- --------------- - ----- / ------------------ - ----------- ---------------------- - -- . .. ....... r - ----------- -- __-- - ---_--_--- --- ................. ­­­, ................ .............. 2 c, o n d 4­2" concluit 1 14 / 4 a o n d u cit, o r 4—coaxial. cc).lale 4­16/3 conduclor, 6—#8 borld wire 3—preemption cable 3-12/2c conductor 1 -­aritenna ca, le sir ry" 1/4" ninei'al ' ncluit concluictor ...... . .... 1, A! "o - -- ---- < r3, 2 C OMast Arm Pole #2 shall be removed, along with the signal heads & delivered to the VIDOT Traffic Signal shop. The foundation, conduit, & wiring shall be removed & disposed of at an approved location. The excavated area shall be backfilled & compacted for the new street pavement. The camera, pre—emption detector, & street sign shall be removed & used for the new traffic signal mast arm polle with new mounting brackets. OThe existing wiring shall be removed & disposed of at an approved location. OThe existing junction boxes, conduit, & wiring shall be removed & disposed of at an approved location. The excavated area is to be backfilled & compacted. OThe existing wiring from conduit #5 shall be removed & disconnected from the controller cabinet & disposed of at an approved location. The existing wiring from conduiit #7 shall remain in place. i 6 E O xist R Rte 0 (Richmond Rd) Exis t RIW---' V: E "n Signa"i "ads x I sti g le — -----------_-_-------- - - --------------- -------------- "j?) . ... ...... A . ...... . . .. 6 All 12" D with bad pictes, Si g n a. 1 -1 e ci, d s 5 ve SCALE 0 25' 50' Traffic Legend Traffic Signal & Electrical Items E xi siti controller cabinet 2—phase safety switch & meter mast arm pole mast arm pole number pedestal pole @ traffic signal head & phase luminaire arm junction box camera for detection conduit de w i res conduit & wire descriptions pre—emption & number sign mounted on pole or arm construction note pavement markings Route 250 (Richmo -_. -_._ n d RdN Exis t R1W Proposed In. H 0 600J 0 �O O Color Sequence & Clearance Chart Empty Box Denotes Red Indication. Cable & Conduit Runs with all new wiring 2-14/4 conductor 2-coaxial cable 2-16/3 conductor 3-#8 bond wire 1- preemption cable 1-12/2c conductor - ----- . ........ /I </ Removed " ex, ,, re " red conduit with all new wiring 3-14/4 conductor 4-coaxial cable 4-16/3 conductor 3-#8 bond wire 2-preemption cable 2-12/2c conductor ,)-2" exist conclUll wt"h, exi,,:-,,'t!ng wirlirig Signal Head 5 - 14 / 4 a n du c t o r Combination -Phases MOWN= 1-14/4 4 1c, o,.','�, x cc b 1 e 1- coaxial cable 4 6 31 c o" d U c t oir conductor 2-#8 bond wire 8 b n d w i e a re a n e 1-12/2c 01 2/2c r 3­8/1 conclucto,r All new items 4-14/4 conductor L . ........ i E x 5-coaxial cable 4-16/3 conductor Head s 2-#8 bond wire ,5 3-preemption cable 3,4 3-12/2c conductor 2 '711 Heads All 12" 4-2" ( -,n d have 4/4 conductor backplates. Signal Heads 4-coaxic/.,l cable ai, v e itunnel visors. 4­16/3 colrlductor The red lenses on heads 6--#8 bond wire 1 & 5 able 3-12/22��.-, conductoIr --antienna, cable conducto- c a n d momommommomm ui, c c r a o 0-5c 1111111111111111111110 �NEWEENNEENM=M= MENEMNEENEEMM== MENNEEMSEDEM=M= �EENEEEEENM==== Empty Box Denotes Red Indication. Cable & Conduit Runs with all new wiring 2-14/4 conductor 2-coaxial cable 2-16/3 conductor 3-#8 bond wire 1- preemption cable 1-12/2c conductor - ----- . ........ /I </ Removed " ex, ,, re " red conduit with all new wiring 3-14/4 conductor 4-coaxial cable 4-16/3 conductor 3-#8 bond wire 2-preemption cable 2-12/2c conductor ,)-2" exist conclUll All new items 2-3"" conduit 1 -2" conduit 2-14/4 conductor 2-coaxial cable 2-16/3 conductor 2-#8 bond wire 1- preemption cable 1-12/2c conductor All new items 2-3"" bored conduit 1-2" bored conduit 2-14/4 conductor 2-coaxial cable 2-16/3 conductor 2-#8 bond wire 1- preemption cable 1-12/2c conductor 14 All new items 2-3"" conduit 1 -2" conduit 1-14/4 conductor 1- coaxial cable 1-16/3 conductor 2-#8 bond wire 1- preemption cable 1-12/2c conductor 1_5 All new items Z-1) py to conduit 1 -2" conduit 3-14/4 conductor 3-coaxial cable 3-16/3 conductor 2-#8 bond wire 2-preemption cable 2 -12/2c conductor 106 All wt"h, exi,,:-,,'t!ng wirlirig 2-3"" 5 - 14 / 4 a n du c t o r 1 -2" conduit 1-14/4 4 1c, o,.','�, x cc b 1 e 1- coaxial cable 4 6 31 c o" d U c t oir conductor 2-#8 bond wire 8 b n d w i e a re a n e 1-12/2c 01 2/2c r 3­8/1 conclucto,r All new items 4-14/4 conductor L . ........ i E x 5-coaxial cable 4-16/3 conductor Head s 2-#8 bond wire ,5 3-preemption cable 3,4 3-12/2c conductor 2 '711 Heads All 12" 4-2" ( -,n d have 4/4 conductor backplates. Signal Heads 4-coaxic/.,l cable ai, v e itunnel visors. 4­16/3 colrlductor The red lenses on heads 6--#8 bond wire 1 & 5 able 3-12/22��.-, conductoIr --antienna, cable conducto- c a n d ui, c c r a o 0-5c All new items 2-3"" conduit 1 -2" conduit 2-14/4 conductor 2-coaxial cable 2-16/3 conductor 2-#8 bond wire 1- preemption cable 1-12/2c conductor All new items 2-3"" bored conduit 1-2" bored conduit 2-14/4 conductor 2-coaxial cable 2-16/3 conductor 2-#8 bond wire 1- preemption cable 1-12/2c conductor 14 All new items 2-3"" conduit 1 -2" conduit 1-14/4 conductor 1- coaxial cable 1-16/3 conductor 2-#8 bond wire 1- preemption cable 1-12/2c conductor 1_5 All new items Z-1) py to conduit 1 -2" conduit 3-14/4 conductor 3-coaxial cable 3-16/3 conductor 2-#8 bond wire 2-preemption cable 2 -12/2c conductor 106 All new items 2-3"" conduit 1 -2" conduit 1-14/4 conductor 1- coaxial cable 1-16/3 conductor 2-#8 bond wire 1- preemption cable 1-12/2c conductor All new items 2-3"" bored conduit 1-2" bored conduit 1-14/4 conductor 1- coaxial cable 1-16/3 conductor 2-#8 bond wire 1- preemption cable 1-12/2c conductor All new items 2-3"" conduit 1 -2" conduit 1­14/4 conductor 1- coaxial cable 1-16/3 conductor 2-#8 bond wire 1- preemption cable 1-12/2c conductor Richmond Rd 11 S-1 ,(',',2" N1 ...................... ...... ..... ........... ...................... ..... .............................. - --------------------------------- -------------­- -- ---- ------------ ---------- a e V cl"""' ----------------------------------------------- ----------------_--_- -_-_--- - ............. Exist R Re Rie Phasing Diagram H ll LL _r TT TT TT 01-05 01-06 02-5 02-6 03 04 THE LUXOR$ LLC PROPERTY AND R/W DEDICA110N FOR TMP 78F-1-A NORTH pANTOPS TOWNHOUSES, LLC. PROPERTY I Richmond Rd) Exis t R1W-1-' Signal Head Wiring Diagram 4C 4C 4-a Signal Heads ----- - - ----- -- ------ - - ----- D D tc ---_------ xis", L . ........ i E x New lea ds 1­1 d s Head s ,5 2,6 3,4 New Heads All 12" LED shall have 3a,4a backplates. Signal Heads ai, v e itunnel visors. The red lenses on heads 1 & 5 shall be changed to red arrows. SCALLE 0 25' 56' Traffic Legend Traffic Signal & Electrical Items E xi llt.i n g Proposed controller cabinet FM 2-phase safety switch & meter mast arm pole 2 mast arm pole number A pedestal pole @ traffic signal head & phase luminaire arm junction box camera for detection conduit & wires conduit & wire descriptions pre-emption & number sign mounted on pole or arm construction note pavement markings Route 250 (Rich Mond Rd) For Review & Bidding Not for Construction 4 Q °O O General Traffic Signal Notes: Summary of Estimated Items Mast Arm Poles A. General Al. All traffic signal work shall be constructed & installed in B8. Top of foundations shall be poured flush with the accordance with the Virginia Department of Transportation top of existing /proposed sidewalk or finished ground. (VDOT) Road & Bridge Specifications 2007 dated August 1_,_ The sidewalk shall match existing grades & drain. 2008; VDOT Road & Bridge Specifications dated 2007; VDOT Road & Bridge Standards dated 2008; The Virginia Work Area C. Detection & Preemption Equipment Protection Manual dated 2011: The Manual on Uniform Traffic Control Devices (MUTCD) dated 2009; the 2005 National Cl. The contractor shall provide a Video camera that will Electric Code; and the VDOT Northwest Regional Signal be the same type and model as presently in place at Specifications included with these plans. this intersection. New Coaxial Cable and 16/3 Condutor wire shall be provided for cameras 1, 3, 4, & 6. A2. Utilities shown on the plans are not guaranteed to be complete or accurate. The contractor shall be responsible for insuring that all utilities within the project limits are identified and located before beginning work. The contractor shall contact "Miss Utility of Virginia" at (800- 552 -7001) 48 hours prior to any construction activities. 1 Tekd ay A3. The contractor shall submit all maintenance of traffic control plans, sequence of construction plans, & any plans essential to complete this project to the VDOT Charlottesville Residency for review and approval. Plans must be submitted at least one week (7 days) prior to construction. A4. The contractor shall be responsible for all work zone signing, delineation, pavement markings & any other traffic control devices necessary to perform all work. Upon completion of the work, the contractor shall immediately remove all such temporary devices. A5. Work hours in the roadway open to traffic shall be Monday through Saturday and work will be completed between the hours of 9:00 a.m. and 3:30 p.m. only. No work will be allowed in the roadway on Sundays and holidays unless otherwise noted or approved in writing by the project engineer. Additional restrictions may apply based on traffic conditions. Extended work hours and work days may be requested with a written request to the VDOT Project Engineer. This request must be submitted at least five (5) working days prior to the extended work period. A6. Prior to beginning any traffic signal construction work, the Contractor shall contact Mr. Joel DeNunzio, Residency Administrator (434)422 -9373 and schedule a preconstruction meeting. A7. The Traffic Signal Contractor shall be responsible for the permanent signs shown on the mast arms, mast arm poles, pedestal poles, the temporary advanced warning signs, and the work area protection for installation of the traffic signal. All other signs & pavement markings shall be the responsibility of the Site Contractor. A8. The contractor shall submit shop drawings & /or catalog cuts for all equipment & hardware to the VDOT Charlottesville Residency and a copy to the Owner's Traffic Engineer. A9. Upon completion of the traffic signal, the contractor shall submit 3 copies of to -scale as -built traffic signal plans. A10. The contractor shall be responsible for cleaning and clearing all project debris at the end of each workday. The contractor shall haul and dispose of all waste as required by section 106 of the standard specifications. B. Signal Poles, Foundations, Controller Cabinet, & Equipment B1. Most arm foundations shall conform to VDOT Standard PF -8. Final foundation depth to be furnished by the contractor and submitted to the engineer for approval. Contractor shall provide soil samples, test bore logs and foundation depth information with shop drawings and calculations for VDOT review & approval. VDOT Culpeper District Structure & Bridge Department requires 30 days for rev' w. All catalog cuts and shop drawings win s for equipment and materials shall be submitted to VDOT Charlottesville Residency y for the review process. B2. The contractor shall stake signal pole locations and verify mast arm lengths with the VDOT Project Engineer prior to drilling foundations. A test pit shall be hand dug at each foundation to insure there is no conflict with underground utilities. B3. All conduits stubbed from junction boxes & foundations shall extended a minimum of 6" beyond the box or foundation & shall be capped. B4. Traffic most arm poles shall conform to the VDOT MP -1. All mast arms, poles, & hardware shall be galvanized. Most arm poles shall be 20' high mast poles. All mast arm poles are to be grounded in the closest JB. B5. Most arm poles & foundations shall be designed to allow for the loading shown on these plans. C2. The contractor shall be responsible for having the manufacturer's representative program the cameras as required for detection. The video detection zones shall overlap the stop bar by 2'. C3. The existing Emergency Pre - emption uses the 3M Opticom system with Model 721 detectors. A new Model 721 detector shall be provided for detector 3. New Preemption Cable & 12/2 wiring shall be provided for detectors 1, 3, & 4. D. Traffic Signal Heads D1. All signal heads shall be LED & shall have full tunnel- visors for each individual 12" section. All traffic signal heads shall have back plates. D2. Mast arm signal mountings will be in accordance with VDOT standard SM -3, unless otherwise noted on the plans. The contractor shall provide the necessary hanger assemblies and all other equipment necessary for the function and mounting of the signal heads. D3. The contractor will position the signal heads as shown on the plan sheet and as directed by the VDOT Project Engineer. D4. Any signal head, when visible to motorists and not operational, shall be completely covered. E. Conduit, Conductor, & Electrical E1. All junction boxes shall be VDOT Standard JB -S2 unless otherwise noted. E2. All conduits under existing streets shall be bored HDPE at a minimum depth of 24 ". All other conduit shall be installed in accordance with Standard ECL -1 at a minimum depth of 18 ". E3. The Contractor shall verify the elevations of all underground utilities to be crossed, prior to boring conduits. If a water line and /or force main are not under pavement, the Contractor must hand dig when crossing these lines. E4. All traffic signal wire shall be number 14 AWG, unless otherwise specified. A continuous wire (no splices) shall be run between the controller cabinet & the signal head. Note # Item Unit No. Table I - prepared by Bryant B. Goodloe, P.C. dated February 20, 2014 Mobilization L.S. 1 Emergency Vehicle e Pr Pre-emption ion Maintenance of Traffic L.S. 1 Remove Pole #2, along w /signal heads & deliver to VDOT Traffic Signal Shop L.S. 1 -S 0 a�E Remove & dispose of JBs & Conduit L.S. 1 Tekd ay Remove & dispose of wiring. L.S. 1 . n Remove & dispose of concrete foundation & backfill LS. 1 o v Traffic Signal Head Section 12" LED EA. 14 E t Standard Junction Box JB -S2. EA, 4 ELL 1 Hanger Assembly SM -3, One -Way EA, 4 o Concrete Foundation, Type PF -8. EA, 2 rn .� Mast Arm Pole, Type 1 EA, 2 24' Mast Arm, 75' EA, 1 W oCq � Most Arm, 45' EA. 1 t 14/4 Conductor Cable L.F. 1,500 45' 16/3c Cable (Video Detection) L.F. 1,500 65' Coaxial Cable (video detection) L.F. 1,500 Exist Preemption Cable L.F. 1,050 I 12/2 Conductor Cable (preemption) L.F. 1,050 934 2" Conduit L.F. 100 78 3" Conduit LfiF, 200 58 2" Boned Conduit L.F. 300 3" Bored Conduit L.F. 600 Trench Excavation ECI -1 L.F. 300 Camera (Video Detection) EA. 1 Reuse existing Camera (Video Detection) EA. 1 Emergency preemption (1 -way) EA. 1 Reuse Emergency preemption (1 -way) EA, 1 Signs S.F. 30 50% Sign Mounting Hardware EA, 2 35 Misc. Concrete (if needed) C.Y. Unkn, Proposed Pole Schedule N0. Pole Type* Fnd. Type Table I - prepared by Bryant B. Goodloe, P.C. dated February 20, 2014 Mast Arm Pole Length or Pedestal Pole Height Signal Mounting (Distance from the Flange) Trip Generation & Trip Distribution for Chick- fil -A at Pantops in Albemarle County Emergency Vehicle e Pr Pre-emption ion Camera (Distance from the Flange) ITE Trip Generation Manual, 9th Edition B Average Weekday Driveway Volumes - Calculated by Average Rates (No equations are available) -S 0 a�E Tekd ay - - ` O m h ur'_t , no o It. z p�;hoz . n Our s a _ o v int 1 ` 4 Fir. E t .t te> , ELL 1 f o 4 MR- 11 rn .� 20' co = ' 24' 36' - - W oCq � - 11' 28' t 5 MP' -1 PF -8 45' 16' 75' 1 51' 65' - - 8' Exist R/W . C) 5�_ I Fast Food w /drive thru 934 116 seat 2,264 78 70 58 52 58 52 4 u 452 Pass -by Traffic SAPE'NLILK a 50% 1,132 39 35 29 26 29 26 z 6 % 1 _ i 0 t° New Taps Q 1,132 39T 3 2�a 26 p _ New Trips CD East 30% 340 12 11 9 8 9 8 West 60% 679 23 21 18 16 18 16 South ° 10% 113 4 4 3 3 3 3 0, En r 3 3a ;. 1 Note: * Values are not available for noon peak hours. The p.m. peak hour will be used for the noon period. 5 4- �Qf�tl Proposed Pole Schedule N0. Pole Type* Fnd. Type °0C Mast Arm Pole Length or Pedestal Pole Height Signal Mounting (Distance from the Flange) Sign Mounting (Distance from the Flange) Emergency Vehicle e Pr Pre-emption ion Camera (Distance from the Flange) i -�-- B -S 0 a�E LLJ a _ o v � r° __ v� ..... vw P r r -, , . , , ' fi d rno � Q ` .... o 4 MR- 11 PF -8 20' co = 45' 24' 36' - - W oCq � - 11' 28' t 5 MP' -1 PF -8 45' 16' 75' 1 51' 65' - - 8' Exist R/W . C) 5�_ I -- 5 -- Exist R W r ; 5 4 u 452 co"c14E75 SAPE'NLILK a , r t 4a �� t " 4 z 6 % 1 _ i 0 t° Q S i p _ CD U � ` Eh ° ... 0, En r 3 3a ;. 1 t�3` 5 4- �Qf�tl E TEL. PED (FIAT)?. °� 11 111 N SCMZ MR CY- 0 25' 50' Proposed Pole Schedule N0. Pole Type* Fnd. Type Pole Location Mast Arm Pole Length or Pedestal Pole Height Signal Mounting (Distance from the Flange) Sign Mounting (Distance from the Flange) Emergency Vehicle e Pr Pre-emption ion Camera (Distance from the Flange) A B a _ ..� � r° __ v� ..... vw P r r -, , . , , ' fi d /2' ` .... .. 9 4 MR- 11 PF -8 20' 21' 45' 24' 36' - - 8' - 11' 28' - 5 MP' -1 PF -8 45' 16' 75' 1 51' 65' - - 8' - 34' 1 58' - *Note: In the proposed pole schedule, pole location "A" is an east /west measurement and "B" is a north /south measurement. Route 250 is east /west. For Review & Bidding Not for Construction Chick -f it -A Richmond Road & State Farm Boulevard Charlottesville, VA LTI-I OF �/ Notes & Details 2. %8. 3b y Bryant B. Goodloe f Lic. No. 7736 Bryant B. Goodloe, P.C. 11 -29 -13 �� 11 /29/13 8809 Adams Drive East Suffolk, Virginia 23433 1 "= 25' T-3 �. (757) 238 -3835 SSi ,,:. N0,, � � � � � � � PLANT LIST WTq ABBREVIA110 BOTANICAL NAME COMMON NAM SPACIN 0 CANOPY &JUNC LARGE SHADE TRE ASB Acer socchorum 'Bonfire' BONFIRE SUGAR MAPLE 3.5" CALIPER AS SHOWN 8 254 SF "Al NSW Nyssa sylvatica "Wildfire' BLACK GUM WILDFIRE 3.5* CALIPER AS SHOWN 11 181 SF Z Zelkova serrata 'Green Vase' GREEN VASE ZELKOVA 1.5" - 1.75' CALIPER AS SHOWN 9 350 SF ORNAMENTAL TR Cv Chionanthus virginicus WHITE FRINGE TREE 6' 7' AS SHOWN 6 125 SF PCT Prunus cerafera 'Thundercloud' THUNDERCLOUD PLUM 6' 7' AS SHOWN 10 143 SF 8' AS SHOWN 4 U�j __�FN Ma nolia grandiflora 'Little Gem' LITTLE GEM MAGNOLIA 6 82 SF 1,; FT LARGE SHRUB Q,J is thunbergii 'Helmond Pillar' ELMOND PILLAR BARBERRY 30* MIN. 2' O.C. 30 5 SF 'G GREENSPIRE ELIONYMUS 30* MIN. 2' O.C. 34 18 SF 17 FP Thuja occientalis 'Emerald Green' EMERALD GREEN ARBORVITAE 3' ±4' D.C. 41 10 SF '44 560 MEDIUM SHRUBS f Al AXGK Abelia x grandiflora 'Kaleidoscope' KALEIDOSCOPE ABELIA 12Y 3 GALLON MIN. 4' O.C. 71 CCSS Caryopertis clanodensis 'Sapphire Surf' SAPPHIRE SURF CARYOPTERIS 12Y 3 GALLON MIN. 3.5' O.C. ICST Ilex crenata 'Soft Touch' a Ul MIN. ±3' D.C. 61 SOFT TOUCH HOLLY 12,1 a GALLON MIN. ±4' D.C. 97 3 GALLON MIN. OHG Osmanthus heterophyllus 'Goshild' GOSHIKI FALSE HOLLY 12 3 GALLON MIN. AS SHOWN HDL Hernerocallis 'Red Hot Returns' RED HOT RETURNS DAYULY 1 GALLON 24* O.C. 120 W41 TER EASEMENT —555— L'Ua 1076, PG, 24 cc GROUND COVERSIPERENNIl '09 N Lamium maculaturn 'White Nancy' WHITE NANCY LAMIUM 1 QUART MIN. 24" O.C. 165 LOT D B/I sempervirens 'Major Wheeler' MAJOR WHEELER HONEYSUCKLE 1 GALLON PER MFG. PER MFG. RECOMMENDA11ONS RECOMMENDATIONS PLAT SHOWING SUBDIVISION FOR ww 73-116 NOTE: TAX MAP 78 PARCEL 55A4 R/W DEDICATION FOR TMP 78F-1-A ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, NSW NORTH PANTOPS TOWNHOUSES, LLC. PROPERTY AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITIED PF -5 SHRUBS AND TREES AHSLL BE PRUNED MINIMALLY AND ONLY TO SUPOORT THE NOW OR FORMERLY -EJG PCT/1 OVERALL HEALTH OF THE PLANT. P IC PARCEL ID: 07800-00-00-055AD 'l USE: VACANT COMMERCIAL Z/1 HDL/5 LANDSCAPE CALCULATIONS HG/1 OHG "IV OHG/ G/ PARKING LOT TREE REQUIREM 1 TREE PER 10 SPACES TOEC/ NUMBER OF SPACES: 63 NUMBER OF TREES REQUIRED: 7 ASEI�) NUMBER OF TREES PROVIDED: 10 PARKING LOT LANDSCAPE COVERAGE REQUIREME AXGK/11 PARKING LOT AND ACCESS AISLES: 22,998 SF COVERAGE REQUIRED: 1,150 SF (5Z) CSTi COVERAGE PROVIDED: 1,482 SF (6.4% z/1 PCT/1 (AREA SHOWN IS FOR TREES AND SHRUB AREAS WITHIN PARKING LOT Z/1 AND DOES NOT INCLUDE TURF AREAS WITHIN PARKING LOT OR ICSP/4 PERIMETER PLANTINGS AND STREET TRES) CCSS/3 ICSr/2 TREE CANOPY COVERAGE REQUIREMENTS: TOTAL LOT AREk- 60,963 SF LOT AREA OUTSIDE OF PROPOSED AND EXISTING EASEMENTS: 51,192 PLAT SHOWING CCSS/3 CANOPY REQUIRED: 5,192 SF (10%) WATER l NV SV=,A13J SUBDIVISION OF WATT? VAL VE I & CANOPY PROVIDED: 9,274 SF (18.1%) EC TMP 78-55A (CANOPY AREA PROVIDED DOES NOT INCLUDE TREES PLANTED MIACENT TO STUB V., MARTHA JEFFERSON HOSPITAL P=ED INGRESS/EGRESS EASEMENT AND AREAS OUTSIDE PROPERTY LINES NOR ANY EXISTING TRES) MEDICAL OFFICE BUILDING§ NOW OR FORMERLY THE MARKET PLACE OF VIRGINIA LC lift 1. ALL LANDSCAPING METHODS AND MATERIALS TO BE IN ACCORDANCE WITH THE 16 D.B. 3120, PG., 408 ITY OF ALBEMARLE COUNTY ZONING ORDINANCE AND ALL APPLICABLE LANDSCAPE Eyls TltvG CAL Of 20' - PARCEL ID: 07800-00-00-055A .0fi"'YCES. WATER LIAIF aSEUENT Z/1 ZONING: PLANNED RESIDENTIAL DEVELO Z/1 USE: MEDICAL OFFICE 2. ALL PLANT MATERIALS ARE TO BE WATERED IMMEDIATELY UPON INSTALLATION. woo PLANTINGS ARE TO RECEIVE SUPPLEMENTAL WATER AT TIMES OF LIMITED RAINFALL 1 DURING THEIR ESTABLISHMENT PERIOD. HD 6 3. ALL PLANTING AREAS ARE TO RECEIVE A MINIMUM COVER OF 2* OF HARDWOOD MULCH OR OTHER ACCEPTABLE MULCH MATERIAL Z11 NSW/1 4. LANDSCAPE INSTALLER IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES ICST/9 SS/14 1�z %5 + WHICH MAY OR MAY NOT BE SHOWN ON THIS PLAN. IF CONFLICTS EXIST BETWEEN I `-NI P PROPOSED PLANTING AREAS AND ANY UTILITIES CONTACT ENGINEER OR LANDSCAP HG 6 DESIGNER. 5. ALL PLANT MATERIALS ARE TO BE WARRANTED FOR 1 YEAR FROM THE DATE OF ST/5 COMPLETION OF INSTALLATION. ANY REPLACEMENT PLANTS SHALL BE ADDITIONALLY WARRANTED FOR A PERIOD OF I YEAR FROM THEIR REPLACEMENT. TMP 78-55D 6. ALL PLANT MATERIALS SHALL CONFORM TO THE STANDARDS SET FORTH IN THE A81 Y PLAT SHOWING SUBDIVISION FOR ACCESS SAS 'CST/ k, �n CST, TAX MAP 78 PARCEL 55A4 T- X/2 R J68J, PG 570-572 BTHP/ ASB) 7. PROVIDE TREE PROTECTION WHERE INCIDICATED. SEE TREE PROTECTION DETAIL ON L-1.1. THE LUXOR, LLC PROPERTY AND Z, NORTH PANTOPS TOWNHOUSES, LLC. PROPERTY CCSS/i 1 LANDSCAPE DESIGN BY: PUWGROUND NOW OR FORMERLY BUILDING A LUXOR OFFICE PARK LLC PCT/1 PARCEL ID: 07800 Cv ZONING: PDMC 536 SrUH USE: OFFICE BUILDING VJ 63 PARKS NSW/1 IC r-CCSSI 0 ----- - zO STACKS NSW/ __LS EITH ING VP, PLANT LEGEND WATER LINE E4SSAdFNT _4fl U. ?6 24 NDM EXISTING (i SEWER GK 1098, pG. 219 ASB SUM 20 SEWER �09 41 EXISTING 1815, IF- CCSS TpPAM EXISTING 15 RW TOEC 50-002 9 - CS, THIS PLAN DOES NOT GUARANTEE THE LOCATION OF EXIS NG UNDERGROUND ------ UTILITIES. CONTRACTOR TO DETERMINE ACTUAL LOCATION AND DEPTH OF ALL ME U~�� _--------' AaPwLr / l / / 'J / / As*HA L ~~ ) / / / 00,MCeF-17f 50i � / ca / / / / ---�' 20 10 O 20 40 mmml Soo|m in Feet 1 inch = 20 ft. 5200 Buffington Rd. Atlanta Georgia, a in f 3 x 0 3 F O O 3.. TYPICAL PLANTING STANDARDS FOR BALLED AND BURLAPPED CONIFEROUS TREES 1 � I I _ . 1 J MINIMUM PLANTING STANDARDS: DO NOT CUT CENTRAL LEADER REMOVE DEAD AND DAMAGED BRANCHES BY PRUNING ACCORDING TO RECOGNIZED HORTICULTURAL PRACTICES /�% 4" III` _ 11 I �� I \_ I I i 1 — \i1► �. V 2 STRANDS NO. 12 PLIABLE STEEL WIRE NEW 3/4" RUBBER HOSE 2 METAL RIB - BACKED STAKES i PAINTED GREEN TO BE USED ONLY WHERE SITE CONDITIONS WARRANT. IF USED ITEMS MUST BE REMOVED T SCI /I � ►i WITHIN ONE YEAR OF PLANTING. ��l .� 2" SAUCER, FILL WITH SHREDDED HARDWOOD MULCH AND WATER IMMEDIATELY AFTER PLANTING 10I.V111 - EXISTING GRADE BEFORE SCARIFY SIDES REMOVE TOP 1/3 OF BURLAP FROM BALL ili�iil!!�;i�iii�r . • UNDISTURBED • NOTE: ALL TREES ARE TO BE PLANTED SO THAT THE TOP OF BALL IS AT THE SAME GRADE AS ORIGINALLY GROWN OR SLIGHTLY HIGHER IN ACCORDANCE WITH ACCEPTED HORTICULTURAL PRACTICES TYPICAL PLANTING STANDARDS FOR BALLED AND BURLAPPED TREES 1/ jIIL�;II�11111i�IIIL����-2:I; A �;�iillllll���_.EE„�dwlll�l — — 1 12" NOTE: ALL TREES ARE TO BE PLANTED SO THAT THE TOP OF BALL IS AT THE SAME GRADE AS ORIGINALLY GROWN OR SLIGHTLY HIGHER IN ACCORDANCE WITH ACCEPTED HORTICULTURAL PRACTICES MINIMUM PLANTING STANDARDS: DO NOT CUT CENTRAL LEADER REMOVE IDEAD AND DAMAGED BRANCHES BY PRUNING ACCORDING TO RECOGNIZED HORTICULTURAL PRACTICES 2 STRANDS NO. 12 PLIABLE STEEL WIRE NEW 3/4" RUBBER HOSE 2 METAL RIB - BACKED STAKES PAINTED GREEN TO BE USED ONLY WHERE SITE CONDITIONS �C WARRANT. IF USED ITEMS MUST BE REMOVED WITHIN ONE YEAR OF PLANTING. 2" SAUCER, COVER ENTIRE PLANTING AREA WITH SHREDDED HARDWOOD MULCH TO A DEPTH OIF 2 ". WATER IMMEDIATELY AFTER PLANTING;. EXISTING GRADE SCARIFY SIDES BEFORE PLANTING REMOVE 'TOP 1/3 OF BURLAP FROM BALL UNAMENC)ED SOIL BACKFILL UNDISTURBED SOIL TYPICAL PLANTING STANDARDS FOR BALLED AND BURLAPPED SHRUBS NOTE: ALL SHRUBS ARE TO BE PLANTED SO THAT THE TOP OF BALL IS AT THE SAME GRADE AS ORIGINALLY GROWN OR SLIGHTLY HIGHER IN ACCORDANCE WITH ACCEPTED HORTICULTURAL PRACTICES 4x4 4x4 METAL FENCE POSTS or 4x4 POSTS WOOD FENCE METAL FENCE POSTS or 4x4 POSTS POST and WIRE FENCE Ll MINIMUM PLANTING STANDARDS: 2" SAUCER, FILL WITH SHREDDED HARDWOOD MULCH AND WATER IMMEDIATELY AFTER PLANTING EXISTING GRADE SCARIFY SIDES BEFORE PLANTING REMOVE TOIP 1/3 OF BURLAP FROM BALL UNAMENDEDI SOIL BACKFILL UNDISTURBED SOIL METAL FENCE POSTS or 4x4 POSTS SAND / SNOW FENCE METAL FENCE POSTS or 4x4 POSTS PLASTIC SAFETY FENCE TREE PROTECTION BARRIERS 5200 Buffington '• Atlanta ' • • • 30349-2998 MATCFL1W A, P -i � _ TIE -IN AND SANITARY SEWER CLEANOUT DETAILS. " , . - y,�o � ` � � _ 16. 3/4 DIAMETER COPPER, TYPE 'K', WATER SERVICE LINE \ iA�v.6538 sMH Asr�� _ Fo �Opoeo 4. GREASE TRAP (1,000 GAL MINIMUM). SEE PLUMBING PLANS FOR WASHDOWN. MINIMUM 36" COVER. 25 RIM= 543.55 4,p� FORD LS. = 17. WASHDOWN, SEE ARCHITECTURAL PLANS FOR EXACT JJ � - •� � T.B.M. ' 53809 °Sae.85 - TOP OF CURB 5. 4' D.I. SANTARY SEWER PIPE. L��• ELEV.= 553.58 NAVD 88 6. 3" VENTUNE. 18. ELECTRICAL SERVICE CONNECTION. 7. 1" COPPER TYPE "K" FOR IRRIGATION. 19. GAS CONNECTION. 8. 1" IRRIGATION METER AND BOX. TO BE INSTALLED BY 20. TELEPHONE CONNECTION. EXIS77NG C/L OF 20 • ' P /N(F) UTILITY CONTRACTOR AT OWNERS EXPENSE. METER BOX TO WATER LINE EASEMENT D.B. 1076, PG. 24 h _t ` \ \ \ BE INSTALLED BY CONTRACTOR. OWNER IS RESPONSIBLE 21. PROPOSED TRANSFORMER LOCATION. 8'X7' TRANSFORMER . , FOR PURCHASING METER " A . PAD AND 15'X20' WORK AREA. "'• a ... ,,r. d S 3532 09 E E 200.00'(PLA� 9. 2" COPPER TYPE 'K' WATER LINE. 22. SEE IRRIGATION PLAN FOR CONTINUATION. \ _ \ 199 92 (Fl�p) \ \ \ \ 10. SANITARY SEWER CLEANOUT. RIM TO MATCH FINISH GRADE. 23. NOT USED. LOT D PLAT SHOWING SUBDIVISION FOR rv� _ r l "(F> /NS & IS77#G 30' EgSEM 24. 2" CORPORATION STOP. TAX MAP 78 PARCEL 55A4 \ ' '' ' 17 p - \ D.B• 2503, PG. 73 76ENT 11. 1 REDUCED PRESSURE BACKFLOW PREVENTER WITH HEATED AND INSULATED ENCLOSURE ('HOT BOX' . \ THE LUXOR, LLC PROPERTY AND .:•;. \ HOT BOX INSIDE DIMENSIONS: 47"Lx1336 "H, 25. 6'X16 TEE. \ R/W DEDICATION FOR TMP 78F -1 -A Q \ HOT BOX MOUNTING PAD DIMENSIONS: 58"X24 ". NORTH PANTOPS TOWNHOUSES, ' ` '' `� �� \ 26. 6" FIRE HYDRANT ASSEMBLY WITH GATE VALVE. LLC. PROPERTY � ���.��,��� � 1� l�r.T1 s \ 12. 2' DOMESTIC METER AND BOX. TO BE INSTALLED BY UTILITY D.B. 3683, PG. 570 -572 (PLAT) ' Lf y "ptl \` CONTRACTOR AT OWNER'S EXPENSE METER BOX TO BE a NOW OR FORMERLY °' `' INSTALLED BY CONTRACTOR. OWNER IS RESPONSIBLE FOR \ LUXOR LLC W ' } PURCHASING METER. SIGNAL DESIGN. 1 THRU T -3 FOR TRAFFIC \ D.B. 3687, PG. 302 N `� \ ' 13. WATER OVER SANITARY SEWER ATER UTILITY. MINIMUM r .1 PARCEL ID: 07800- 00- 00 -055AD SE�'ENt ;� ^ ° CLEARANCE TO BE 18 INCHES. HERE CLEARANCE BETWEEN ZONING: Cl, HC, PDMC ❑ ° ❑ PIPES IS EXPECTED TO BE LESS THAN 6 , PROVIDE USE: VACANT COMMERCIAL GGE55 .123 a �-� ` � �� � ` ' � ;-- NEOPRENE PAD BETWEEN PIPES. \ "3 ELI tJ 1 8, 1 d pB• 930 I SAN SEWER STRUCTURE SCHEDULE: �� ; ' I ❑q SANITARY (GREASE WASTE) TIE -IN SANITARY CLEANOUT 4 CD AT BUILDING RIM 542.26 l 9a3 I ❑g SANITARY CLEANOUT 0 GREASE TRAP RIM 542.39 RIM 542.33 RIM 542.19 SANITARY CLEANOUT 4 SAN H e ❑ SANITARY (VENT) TIE -IN RIM 542.05 AT BUILDING RIM 542.05 `n `� LOT 1 p SANITARY (NEWT) CLEANOUT 4 SWEEP CONNECTION 4" LA7'� " a ti ❑ P-1.1 WATER VALVE SMH - 532.63E ': �,+ N PLAT SHOWIN( RIM 542.51 o N SUBDIVISION 0 RIM 542.51 4 ►w7ER VALVE R /M= 53733 +N N"M t „„ TMP 78 -55A ❑ SANITARY CLEANOUT MNV =53 9 N E SANITARY (WASTE) TIE -IN RIM 542.22 S7UB MARTHA JEFFERSON HOE O AT BUILDING `= . \ 1 MEDICAL OFFICE BU CED EXIST SANITARY CLEANOUT D.B. 2503, PG. 73 -7 ►'� 1 2 RIM 528.30E 1 •':�:, � \ z � � a, P /N(F) NOW OR FORMEI 1 / THE MARKET PLACE OF ° / D.B. 3120, Pc. SAN SEWER PIPE SCHEDULE: EXISTING C/L OF 20' \ \ , / PARCEL ID: 07800-00 - ZONING: PLANNED RESIDENTIA 0 To 0 2' - 4" PVC O 1.0% 0 TO ❑ 3' - 4• PVC 0 1.0% WATER LINE EASEMENT \ / INV (UP) (BLDG. TIE -IN) 531.46 INV (Q (BLDG. TIE -IN) 531.23 D.B. 1076, PG. 24 \ \ USE: MEDICAL OR O ( INV DN 531.44 INV 531.20 low 8H1 / \ \ � a , l ' -_,� / / � O TO GN 4' - 4' PVC O 1.0% ❑ TO Oi 2' - 4' PVC 0 1.0% Rid INV \ / INV �DN; 531.40 INV �UNJ D 531.18 \ ®� T T 21 / / GN TO ® GREASE TRAP DROP ❑ TO ❑ 31' - 4' PVC O 1.0% INV UP 531.40 INV UP 531.18 INV �DN; 531.23 INV �DN; 530.87 I / TO ❑H 3'- 4 " PVC 01.0% TO EXZ 75'- 4 "D.1.012.0% 1 INV UP 531.23 INV UP 530.87 �3 , / D 53 INV N 531.20 ( ) 52187 20 V D 1 � / • o : . .. , ,�. -•,` k.-, ;. .. ,., ,. ; .. � ': ... H TO 2 - 4 • PVC _ ,. ;..., l INV 531.18 U I INV �DN j 531.20 0 IVA UTILITY DESIGN NOTES: O 461 Le 9XlslNC so 4/B ,3683 , RIV41z- 1. CONTRACTOR MUST FIELD VERIFY THE INVERTS OF ALL 14. GAS/ ELECTRIC /TELEPHONE OVER STORMWATER /SANITARY �K Sj 0-57 EXISTING MANHOLES, GAS LINES, AND OTHER UTILITIES LINES SEWER. MINIMUM CLEARANCE TO BE 18 INCHES. WHERE PRIOR TO THE START OF CONSTRUCTION. IF CONFLICT CLEARANCE BETWEEN PIPES IS EXPECTED TO BE LESS THAN ' WOODED AREA '- - - - - EXISTS, NOTIFY ENGINEER. 6 ", PROVIDE NEOPRENE PAD BETWEEN PIPES. - 2. 4' C900 PVC SANITARY SEWER PIPE. 15. SEE ARCHITECTURAL PLANS FOR EXACT LOCATION OF WATER CONNECTIONS. DOMESTIC BACKFLOW PREVENTER TO BE 3. SANITARY SEWER CONNECTION AS PER PLUMBING PLANS. LOCATED INSIDE OF BUILDING. SEE PLUMBING PLANS FOR SEE ARCHITECTURAL PLANS FOR EXACT LOCATION OF SEWER CONTINUATION. P -i � _ TIE -IN AND SANITARY SEWER CLEANOUT DETAILS. " , . - y,�o � ` � � _ 16. 3/4 DIAMETER COPPER, TYPE 'K', WATER SERVICE LINE \ iA�v.6538 sMH Asr�� _ Fo �Opoeo 4. GREASE TRAP (1,000 GAL MINIMUM). SEE PLUMBING PLANS FOR WASHDOWN. MINIMUM 36" COVER. 25 RIM= 543.55 4,p� FORD LS. = 17. WASHDOWN, SEE ARCHITECTURAL PLANS FOR EXACT JJ � - •� � T.B.M. ' 53809 °Sae.85 - TOP OF CURB 5. 4' D.I. SANTARY SEWER PIPE. L��• ELEV.= 553.58 NAVD 88 6. 3" VENTUNE. 18. ELECTRICAL SERVICE CONNECTION. 7. 1" COPPER TYPE "K" FOR IRRIGATION. 19. GAS CONNECTION. 8. 1" IRRIGATION METER AND BOX. TO BE INSTALLED BY 20. TELEPHONE CONNECTION. EXIS77NG C/L OF 20 • ' P /N(F) UTILITY CONTRACTOR AT OWNERS EXPENSE. METER BOX TO WATER LINE EASEMENT D.B. 1076, PG. 24 h _t ` \ \ \ BE INSTALLED BY CONTRACTOR. OWNER IS RESPONSIBLE 21. PROPOSED TRANSFORMER LOCATION. 8'X7' TRANSFORMER . , FOR PURCHASING METER " A . PAD AND 15'X20' WORK AREA. "'• a ... ,,r. d S 3532 09 E E 200.00'(PLA� 9. 2" COPPER TYPE 'K' WATER LINE. 22. SEE IRRIGATION PLAN FOR CONTINUATION. \ _ \ 199 92 (Fl�p) \ \ \ \ 10. SANITARY SEWER CLEANOUT. RIM TO MATCH FINISH GRADE. 23. NOT USED. LOT D PLAT SHOWING SUBDIVISION FOR rv� _ r l "(F> /NS & IS77#G 30' EgSEM 24. 2" CORPORATION STOP. TAX MAP 78 PARCEL 55A4 \ ' '' ' 17 p - \ D.B• 2503, PG. 73 76ENT 11. 1 REDUCED PRESSURE BACKFLOW PREVENTER WITH HEATED AND INSULATED ENCLOSURE ('HOT BOX' . \ THE LUXOR, LLC PROPERTY AND .:•;. \ HOT BOX INSIDE DIMENSIONS: 47"Lx1336 "H, 25. 6'X16 TEE. \ R/W DEDICATION FOR TMP 78F -1 -A Q \ HOT BOX MOUNTING PAD DIMENSIONS: 58"X24 ". NORTH PANTOPS TOWNHOUSES, ' ` '' `� �� \ 26. 6" FIRE HYDRANT ASSEMBLY WITH GATE VALVE. LLC. PROPERTY � ���.��,��� � 1� l�r.T1 s \ 12. 2' DOMESTIC METER AND BOX. TO BE INSTALLED BY UTILITY D.B. 3683, PG. 570 -572 (PLAT) ' Lf y "ptl \` CONTRACTOR AT OWNER'S EXPENSE METER BOX TO BE a NOW OR FORMERLY °' `' INSTALLED BY CONTRACTOR. OWNER IS RESPONSIBLE FOR \ LUXOR LLC W ' } PURCHASING METER. SIGNAL DESIGN. 1 THRU T -3 FOR TRAFFIC \ D.B. 3687, PG. 302 N `� \ ' 13. WATER OVER SANITARY SEWER ATER UTILITY. MINIMUM r .1 PARCEL ID: 07800- 00- 00 -055AD SE�'ENt ;� ^ ° CLEARANCE TO BE 18 INCHES. HERE CLEARANCE BETWEEN ZONING: Cl, HC, PDMC ❑ ° ❑ PIPES IS EXPECTED TO BE LESS THAN 6 , PROVIDE USE: VACANT COMMERCIAL GGE55 .123 a �-� ` � �� � ` ' � ;-- NEOPRENE PAD BETWEEN PIPES. \ "3 ELI tJ 1 8, 1 d pB• 930 I SAN SEWER STRUCTURE SCHEDULE: �� ; ' I ❑q SANITARY (GREASE WASTE) TIE -IN SANITARY CLEANOUT 4 CD AT BUILDING RIM 542.26 l 9a3 I ❑g SANITARY CLEANOUT 0 GREASE TRAP RIM 542.39 RIM 542.33 RIM 542.19 SANITARY CLEANOUT 4 SAN H e ❑ SANITARY (VENT) TIE -IN RIM 542.05 AT BUILDING RIM 542.05 `n `� LOT 1 p SANITARY (NEWT) CLEANOUT 4 SWEEP CONNECTION 4" LA7'� " a ti ❑ P-1.1 WATER VALVE SMH - 532.63E ': �,+ N PLAT SHOWIN( RIM 542.51 o N SUBDIVISION 0 RIM 542.51 4 ►w7ER VALVE R /M= 53733 +N N"M t „„ TMP 78 -55A ❑ SANITARY CLEANOUT MNV =53 9 N E SANITARY (WASTE) TIE -IN RIM 542.22 S7UB MARTHA JEFFERSON HOE O AT BUILDING `= . \ 1 MEDICAL OFFICE BU CED EXIST SANITARY CLEANOUT D.B. 2503, PG. 73 -7 ►'� 1 2 RIM 528.30E 1 •':�:, � \ z � � a, P /N(F) NOW OR FORMEI 1 / THE MARKET PLACE OF ° / D.B. 3120, Pc. SAN SEWER PIPE SCHEDULE: EXISTING C/L OF 20' \ \ , / PARCEL ID: 07800-00 - ZONING: PLANNED RESIDENTIA 0 To 0 2' - 4" PVC O 1.0% 0 TO ❑ 3' - 4• PVC 0 1.0% WATER LINE EASEMENT \ / INV (UP) (BLDG. TIE -IN) 531.46 INV (Q (BLDG. TIE -IN) 531.23 D.B. 1076, PG. 24 \ \ USE: MEDICAL OR O ( INV DN 531.44 INV 531.20 low 8H1 / \ \ � a , l ' -_,� / / � O TO GN 4' - 4' PVC O 1.0% ❑ TO Oi 2' - 4' PVC 0 1.0% Rid INV \ / INV �DN; 531.40 INV �UNJ D 531.18 \ ®� T T 21 / / GN TO ® GREASE TRAP DROP ❑ TO ❑ 31' - 4' PVC O 1.0% INV UP 531.40 INV UP 531.18 INV �DN; 531.23 INV �DN; 530.87 I / TO ❑H 3'- 4 " PVC 01.0% TO EXZ 75'- 4 "D.1.012.0% 1 INV UP 531.23 INV UP 530.87 �3 , / D 53 INV N 531.20 ( ) 52187 20 V D 1 � / • o : . .. , ,�. -•,` k.-, ;. .. ,., ,. ; .. � ': ... H TO 2 - 4 • PVC _ ,. ;..., l INV 531.18 U I INV �DN j 531.20 0 IVA / '••. "` r ""� t ITT Irl E, SIGN EXIS77NG 15' CENTRAL TFLE. CO SEMENT TEL 1135, PG, 60 & 66 EEXIS77NG C/L OF 1� VA. .r 7FLE. & TGPH. CO. CkSMT 14 _ " P/N (S) w / D.B. 530, PG. 29 °t I , N 41.15'31' W 1�� 13 141.25' P /N( " W 3 BOX c� e� EXIS77NG 15' t E 1 .... 111...., -10 SEMEN R M� 52780 - ''_ "�" �� XISTI C/L OF 10' VA. �1r 8 CENIFL EASEMEN $E f TELE. TGPH. CO. ESMT. r ��� - O.B. 1132, PG 1 9 r' 0, SEy1JER EA INV= 522.68 I �.: 1 60, PG. 47 7 ( H,P.B XI, PG. 104) ` :..: . IS G 181 _. EX D 9 P 1 I ?...B. 1138, PG. 467 -4 2 G• •" 17N 5, - ,•,..._ e. g "S(ACSA) �iyVS2 S. C. INV.= 521.87° L 26 •58 INV• °520.74 ��r ,; " "" _ - SMH a TROL INSET TAI SEMENT g•D1► 25 RIM= 527.63 _ _. -. -• L� "_.... . EXISTING 15' CENTEL RW_201) 18 "DI ACSA) 16 29 FA INV._519• � �2ALE� =10' 0250-002 - VDOT PROJECT' 105, �. 18• R P� . . �Gr�i POLE 777,77. CONC RETE SIDEWALK 1 24 .,.W r 5200 Buffington '• Atlanta Georgia, 30349-2998 Mark Date By EXISTING VARIABLE 107H T N SANITARY SEWER EASEMEN \ i/ a, D.B. 1098, PG. 269 ^^1I 0 CONTRACTOR TO COORDINATE WITH TELEPHONE COMPANY FOR THE RELOCATION OF THE DEPTH OF MATCHLINE 'A' THIS SET FIBER OPTIC LINE- T.B.M. EXIS ' A.G.S.A• -- TOP OF CURB TING 20 R EASEMENT ELEV.= 533.53 SANITARY g _ NAVD 88 D.B. 109vG PG 143 (PLAT) -- 1890, SMH D.B. RIM= 530.75 INV.= 52235 ASPHALT �- g "S(ACSA) W g (ACSA > N 32"1 W 5. N 31'31'06' W 24'(Fl�) 5.20 (PLAN S) ❑ D.I. ' -'-'� R/M =517 17 SIGN ❑ ASPHALT 1„ ASPHALT NOTE: � .oar WIC /Tr ply HIS PLAN DOES NOT_QU4RANT-EE THE LOCATION OF EXISTING UNEiG,F�D UTILITIES. CONTRACTOR TO DETERMINE - _,_ _ - - -- ACTUAL LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO ASPHALT MOBILIZATION. IF CONFLICTS EXIST, NO R. / 4, t BEFQRE- $EGGING CONTACT "MISS UTILITY" AT 811. r RIM= 526. 07 r GRASS /BLAND V= 521.47 I I U SIGN WRONG WA r , 0 lNV =522. 17 J 1 � { 1 S/DEWAL/r INV= 51239 15' RCP CURB INLET R /M= 519.01 GRA7E= 518.53 20 10 0 °- -20" -- - - -. 40 �`�-- ____Scale in Feet 1 inch = 20 ft. 461 Le / '••. "` r ""� t ITT Irl E, SIGN EXIS77NG 15' CENTRAL TFLE. CO SEMENT TEL 1135, PG, 60 & 66 EEXIS77NG C/L OF 1� VA. .r 7FLE. & TGPH. CO. CkSMT 14 _ " P/N (S) w / D.B. 530, PG. 29 °t I , N 41.15'31' W 1�� 13 141.25' P /N( " W 3 BOX c� e� EXIS77NG 15' t E 1 .... 111...., -10 SEMEN R M� 52780 - ''_ "�" �� XISTI C/L OF 10' VA. �1r 8 CENIFL EASEMEN $E f TELE. TGPH. CO. ESMT. r ��� - O.B. 1132, PG 1 9 r' 0, SEy1JER EA INV= 522.68 I �.: 1 60, PG. 47 7 ( H,P.B XI, PG. 104) ` :..: . IS G 181 _. EX D 9 P 1 I ?...B. 1138, PG. 467 -4 2 G• •" 17N 5, - ,•,..._ e. g "S(ACSA) �iyVS2 S. C. INV.= 521.87° L 26 •58 INV• °520.74 ��r ,; " "" _ - SMH a TROL INSET TAI SEMENT g•D1► 25 RIM= 527.63 _ _. -. -• L� "_.... . EXISTING 15' CENTEL RW_201) 18 "DI ACSA) 16 29 FA INV._519• � �2ALE� =10' 0250-002 - VDOT PROJECT' 105, �. 18• R P� . . �Gr�i POLE 777,77. CONC RETE SIDEWALK 1 24 .,.W r 5200 Buffington '• Atlanta Georgia, 30349-2998 Mark Date By EXISTING VARIABLE 107H T N SANITARY SEWER EASEMEN \ i/ a, D.B. 1098, PG. 269 ^^1I 0 CONTRACTOR TO COORDINATE WITH TELEPHONE COMPANY FOR THE RELOCATION OF THE DEPTH OF MATCHLINE 'A' THIS SET FIBER OPTIC LINE- T.B.M. EXIS ' A.G.S.A• -- TOP OF CURB TING 20 R EASEMENT ELEV.= 533.53 SANITARY g _ NAVD 88 D.B. 109vG PG 143 (PLAT) -- 1890, SMH D.B. RIM= 530.75 INV.= 52235 ASPHALT �- g "S(ACSA) W g (ACSA > N 32"1 W 5. N 31'31'06' W 24'(Fl�) 5.20 (PLAN S) ❑ D.I. ' -'-'� R/M =517 17 SIGN ❑ ASPHALT 1„ ASPHALT NOTE: � .oar WIC /Tr ply HIS PLAN DOES NOT_QU4RANT-EE THE LOCATION OF EXISTING UNEiG,F�D UTILITIES. CONTRACTOR TO DETERMINE - _,_ _ - - -- ACTUAL LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO ASPHALT MOBILIZATION. IF CONFLICTS EXIST, NO R. / 4, t BEFQRE- $EGGING CONTACT "MISS UTILITY" AT 811. r RIM= 526. 07 r GRASS /BLAND V= 521.47 I I U SIGN WRONG WA r , 0 lNV =522. 17 J 1 � { 1 S/DEWAL/r INV= 51239 15' RCP CURB INLET R /M= 519.01 GRA7E= 518.53 20 10 0 °- -20" -- - - -. 40 �`�-- ____Scale in Feet 1 inch = 20 ft. 10.0 0.0 0.0 QTY 0�0 0.0 `. 0.0 10.0 0.1 0. 1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 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 0.0 0.0 0.0 0.0 0.0 0. 0.0 0.0 0.0 0.0 0.0 LITHONIA KSF2- 40OM- R3 -TB- SCWA- SP09 -HS- DDB -LPI 0.1 0.1 0.2 0.2 120 .2 0.2 0.2 0.2 0.1 0.2 0.2 0.1 0.1 '0.1 0.1 0.1 0.1 0.0 0.0 0.0 1 0.0 .0 '0.0 0.0 ` .0 '0.0 .0 0.0 0.0 0.1 0.1 0.2 0.2 0.3 0.3 1102P1- 1176WH LRP38- 1OL -25D 0.3 0.3 13.5 120 0.3 0.3 0.3 0.2 0.2 0.2 0.1 0.1 40.1 '0.0 0.0 0.0 0.0 0. '0.0 0.0 10.0 0. ECLIPSE TY20-WM-LEDD-3K- 1 20-ED-BK-ARM6-WET .1 0.2 0.1 0.0) 0.3 0.4 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0. .5 0.4 0.3 0.3 0.2 0.2 0).1 0.1 0.1 0.0 '0.0 10.0 0.0 OD 4 0.0 0.0 0.2 ABSSS -5 2' OG 0.7 0.8 0.8 0.7 0.7 0.6 0.6 0.7 0.6 0.7 0.6 0.4 0.4 0.3 0.3 0).2 0.2 0.1 0.1 0.0 0 0.0 0.0 0 0.0 0.0 0.1 0. 'b. 'b.9 +1.1 +1.0 +1.1 +1.1 +1.1 0.9 0.7 0.6 0.7 0.7 .5 0).3 0.3 0.2 .1 .0 .0 0 0.0 0. 0.0 0.1 .4 .3 .6 .5 "1.8 "1.9 "1.8 "1.9 "1.9 "1.8 Q + +1.3 +1.2 +1.1 0.9 0.5 0.3 TO 2 [0. 1 '0.0 0.0 0 40.0 - .0 0.0 0.2 '0.9 .1 "23 '1 '2.8 '2.5 "I '2.8 '3.3 '1 '3.2 "2.8 '2.6 .3 "1.6 "1.4 '1 '2.8 *2.1 +1.2 0.9 0.7 0. 0.3 0.2 TELEPHONE �.4 0.0 0.0 10.0 PEDESTAL 0.0 T "2.5 3.5 * .1 *4.1 *d.5 ". '3 $.1 75.8 'S.9 $.3 *4.1 '3.1 *2. *2.4 72.4 *2. .7 +11.4 0.9 0.5 0.3 0.2 Q .0 0.0 0.0 0.0 0 o� %� 7.'1 ' l/�% "4.3 5.3 14.8 '4.4 '5.1 76.6 78.0 '3.0 "7.1.5 X4.5 '3.3 "2.9 '2.5 "3.8 '2.8 9 +1.1 0.6 0.3 0.2 a ❑ o ❑ OD2 OG2 _n rN 1 01 02 8 4 'S7 9 WR 2 7r,9 0 Z�8 *28 *21 *2 2 '38 trL4 +1 07 03 2 z 4', qq 0 OD1 0.0 0.1 0. 0.2 0.4 1.4 *4.3 *4.7 *4.7 75.33 15 '5.0 *4.4 '6.5 '5.9 t.3 $.5 15.5 'S.8 0.5 16.5 *4.7 *3.3 "2.5 '2. .4 .0 �.6 +1. 0.7 0.4 .2 0.0 .1 0.1 .2 0. *2.7 "3.3 *3.7 'S.2 '5.1 *4.1 *d.7 *4.7 '5.1 33.9 '3.5 '3.5 *3.8 t.9 'S.4 *3.7 *3.0 "2.5 '3. 3 7 -2-).5 +1. 0.8 0.4 .3 0.0 0. 0.1 0.2 .8 "2.0 *2.8 *3.3 *4.7r *4.7 *d.9 *3.7 "3.9 *4.2 72.9 *2.9 *3.0 '3.0 *4.7 *4.6 *3.7 '3.2 '3.2 *4.5 * . '3. "bL>.1 +1. 0.7 0.4 .2 0.0 0. 0.2 0.3 0.5 "1.2 '1 *2.8 0.2 .8 *4.1 '3.8 *4.3 *4.5 t.4 x3.2 '3.3 '3.1 '3.3 '3.9 $.3 15.4 *4.6 *4.6 *4.7 * . "1 +11.7 + 0.7 0.4 0.2 0.1 0. 0.3 .4 0. .1 "1 *2.8 "2.6 *d.4 '3.5 "3.8 *3.7 *4.3 *4.4 *3.7 "3.7 *3.6 *16 *4.5 15.9 *1.0 *1 t.1 15.5 "2.3 +11.6 .0 0.6 0.4 0.2 0.1 0.4 0.6 0. "1.0 *2.4 *2.8 *2. *2.7 *2.8 z3.1 *3.3 *3.8 *3.9 z3.4 z3.3 *4.1 *4.5 15.2 16.5 18.3 18.9 78.2 16.5 73.3 +11.6 0.9 0.6 -b. 0.2 PIN(F) , 1 0.3 0.7 0.8 'b.9 *2.0 *3.7 "3.6 *3.0 1 "3.0 *3.9 *4.4 *3.2 "3.2 "1 *3.8 *4.8 15.6 "1 18.3 � W8.1 '7.9 "2. +11. 0.9 0.6 .4 0.3 OD2 0.1 1 3 0.5 0. .2 *3.3 * .4 'S.5 *4.2 *3.9 *4.3 'S.8 *4.9 *4.3 '3.3 "2.8 "3.6 'S.9 $.2 *1.2 16.7 16.5 16.6 *1 .8 0.8 0.6 0.4 0.3 ndHl i 3AJ� 0.2 0, 0. 0.5 0.6 +1.3 *2.4 '5.5 ' 5 'S. '117 '5.7 t 5 7 .5 'D.1 $.3 * "1 7 "3.9 t. *4.4 *4.0 *2.3 "1 0.9 0 '0.3 0. OD2 = 0.1 0.2 3 .4 0.6 +1. 1 .7 *4.5 'S. rl. *1 *1. 15. '5.0 "3.6 5 .7 t.0 .1 .2 .6 *2 *2. "2.8 .6 .2 '0. 0.8 .7 0.4 0. 0 0.0 0.1 0. 0. 0.5 +1. + .9 *2.6 .5 *5. 'S. .6 .0 '2. *2.0 *2.2 '2.4 "1.7 ".O 0.7 0.6 0.4 .2 10.0 0.1 0.1 0. .4 0.7 .9 *4. 8 'S.3 H T �� H OJ OJ OJ ENTRY 3 4.6 *2.6 *2. '1.8 *11.0 0.6 0.4 ;'�J.3 0.2 EXISTING VARIABLE WID O ACCESS EASEMENT ENTRY ° OH 0.0 D.B. AD, PG.U.10 -5720. 0. 0.6 +1.0 .4 .4 *3.0 *�}�� OJ OH(TYP) • • 16.1 .1 .4 "1.2 0.9 0.5 0.3 0.2 0.1 ��� )/) DRIVE THRU 0.0 0.1 0.1 0.4 0.8 + 3 "3. "3.11 '2.9 • s*2 76.7 "1.6 0.8 0.7 t.5 0. 0.2 0.2 0.1 PLAYGROUND 0.0 0. 0.1 0. 0. +1.0 +1.7 *2.5 B *4. *3. OJ 0.3 *2. 0.9 0.5 '0.3 b.3 0. 0.1 0.1 O 10.0 10.0 O. .1 0. O 33 0.6 .8 +1. 2. '3.7 $.3 "1.8 OJ .3 .0 0 X1.3 70.2 .2 0. 0.1 0.1 v� OJ METER . SERVICE 0.0 0.0 0. 10.0 0tQ 0.1 0. .3 0.4 0 "1.:3 .9 *3. .8 d2.8 0 OJ ME CH OJ OJ YARD .5 "1.0 4 0.3 0.2 X7.1 01 0.0 '0.0 7 OG1 • 0.0 0.0 0.0 0.0 0.1 �.1 0.1 0.3 0.4 0. "1. *2.5 *4.4 t.2 .9 • V .9 *1.5 h *4.3 Q.3 "3.5 7 0 "1.3 .6 0.3 'b. b.1 0 0.0 0.0 OH YP) ° • OG1 0.0 10.0 0.0 0.0 0.0 0.� 0.1 .1 0.2 0.4 0.V '1.2 *4.0 .4 '5.8 .60 .8 19.3 *4.8 4.2 *3.8 * "2.4 "1.1 "0.7 0.4 .2 'b.1 .0 0. 0.0 0.0 .0 0.0 0.0 '0 .0 0.0 <�6„1 0.1 .2 0.4 0.ffi 0. EH "1.4 .0 16.7 e .5 • .3 *10.0 .7 *2.4 *4.7 *4.2 *3.2 "1.' "1.0 0.6 'b.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.� 1 0.2 0. �,A 40 "1.1 '2.9 $.5 .6 5.3 *4.2 "1.6 "1.4 *1.2 "1.2 "2.2 "2� *2. "1.3 '6.6 0 b.1 0.0 0.0 0.0 0 TRAFFIC �? CONTROIL BOX T 110. 0 0.0 0.0 .0 '0.0 0.0 0.1 +0 0 1 0 .3 '0.9 '2.4 '3.5 "3.2 "3.1 12.8 "1.3 '0.7 '0. XISTIk6615' CEVOAL TI E8 CO. EWMENT 'b.9 0.5 'f0. '0.0 0 0.0 .0 EXISTING C/L OF 1 ' V T D.B. 1135, PG. 60 & 66 TELE & TGPH. CO, SMT 0 0.0 10.0 0.(q.B, 53O. (YG. 2 .0 0.0 '0.0 ` . 0.11 0. .7 '2.4 '2.0 71.2 '0.8 .5 0.3 '0.4 6 '0.5 '0.3 .2 FA$EK - oPTdcO EXISTING 15' �M EXISTING C/L OF 10' VA CENTEL EASEMEN� WER EPA 0�N 0.0 0.0 0.0 0.0 0. 0.0 10.0 0.0 0.11 0.2 0.6 Q.1 +1 TFLE, j jGPH U.- 7ESMT,O. +U 3 0.4 0.2 0. D.B. +�1�2, PG01.q 2 0.2 O. 0.1 .1 0. 0 0.0 jIN� 20 5 QG X09 D.B. 460, PG. 47 0 H.P.B. XI, PG. 104) EXIS �B, 181 B 1138, PG. 467 -46 O 1 10.0 0.0 .0 0.0 0.0 0.0 0.0 .0 0.11 0.3 0.6 0.5 0.4 0.2 0.1 0.2 .1 0. 0.1 0.1 0.1 0.1 .1 0. 1 0.0 0.0 0.0 0.0 N➢ EXISTING 1 02ENIEL 105 RWT201)'0 0.0 0.0 0.0 0.0 '0.0 0.0 0.0 _00 .0 0.1 0.2 0.3 0.3 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 .0 0.0 0. 0.0 0.0 0.0 `0.0 .0 0.0 1 In 0.0 10.0 0.0 0.1 0.1 0.1 .1 ' . 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10.0 0.0 '0.0 '0.0 0.0 ' . 0 0.0 0.0 '0.0 0.0 0.0 0.0 0.0 0. 0.0 0 1 0 0.0 0.0 10.0 '0.0 10.0 0.0 0.0 0.0 10.0 `0.0 0.0 0.0 0.0 0.0 0.0 '0.0 0.0 0.0 10.0 '0.0 0.0 1 '0.0 10.0 '0.0 0.0 0.0 0.0 0.0 10.0 .0 0.0 0.0 RICHMOND ROAD - STATE ROUTE 250 PHOTOMETRIC PLAN SCALE: 1 "= 20' -0" 0 10 20 30 40 SITE LIGHTING FIXTURE (LUMINAIRE) SCHEDULE - CHICK -FIL -A MARK QTY SYMBOL MANUFACTURER CATALOG NUMBER NO. LAMPS /TYPE SYL LAMP NO. LUMENS WATTS VOLTS MOUNTING HEIGHT LLF OD1 1 0 ❑> LITHONIA KSF2- 40OM- R4W -TB- SCWA -SP09- DDB -LPI 1- M400 /PS /U /BT28 64320 38,000 EA 456 EA 120 27' 0.72 OD2 3 LITHONIA KSF2- 40OM- R4W -TB- SCWA -SP09- DDB -LPI 1- M400 /PS /U /BT28 64320 38,000 EA 456 EA 120 27' 0.72 * OG1 2 0 ❑> LITHONIA KSF2- 40OM- R3 -TB- SCWA- SP09 -HS- DDB -LPI 1- M400 /PS /U /BT28 64320 38,000 EA 456 EA 120 27' 0.72 * OG2 1 LITHONIA KSF2- 40OM- R4SC -TB- SCWA -SP09- DDB -LPI 1- M400 /PS /U /BT28 64320 38,000 EA 456 EA 120 27' 0.72 * OA 1 B SECURITY RWSC- 50PMH -FT -BK -120 1- MP50 /U /MED 64587 3,450 72 120 13'5" 0.72 OH 42 0 LIGHTOLIER 1102P1- 1176WH LRP38- 1OL -25D N/A 1,000 13.5 120 9'4" / 11'4" 0.95 * OJ 10 B SECURITY RWSC- 50PMH -WD -BK -120 1- MP50 /U /MED 64587 3,450 72 120 13'5" 0.72 * OL 2 E) ECLIPSE TY20-WM-LEDD-3K- 1 20-ED-BK-ARM6-WET INTERGRAL N/A N/A 25 120 14' 0.95 POLE FIXTURE SCHEDULE MARK QTY MANUFACTURER CATALOG NUMBER ANCHOR BOLT SET POLE BASE HEIGHT OPTIONS OD 4 LITHONIA SSS- 25- 5C- DM19 /28 -BC -NACF -DDB ABSSS -5 2' OG 3 LITHONIA SSS- 25- 5C- DM19/28 -BC -NACF -DDB ABSSS-5 2' NOTES: 1. DRILL MOUNT THE ARMS /BRACKETS FOR THE LUMINAIRES TO THE POLES. 2. NOT USED * 3. THE ASTERIK ( *) BESIDE THE FIXTURE MARK IN THE ABOVE SCHEDULE INDICATES THE FIXTURE IS A NON - PROTOTYPICAL LIGHT FIXTURE PER THE CFA NATIONAL PROTOTYPE. STATISTICS Description Symbol Avg Max Min Max/Min Avg /Min Calc Zone + 1.6 fc 29.3 fc 0.0 fc N/A N / A Lot Summary X 3.8fc 29.3fc O.Ofc N/A N/A Parking Lot Summary X 4.8 fc 29.3 fc 0.1 fc 293.0:1 48.0:1 SITE LIGHTING MEETS THE REQUIREMENTS LISTED IN SECTION 4.17 OF THE ZONING ORDINANCE 0 FULL CUT OFF LIGHT FIXTURE COLOR OF POLES AND F SHALL BE DARK BRONZE SQUARED STR STEEL POLE - 2' CONCRETE POLE I FINISHED GRADE SEE LUM I NA I RE SCHEDULE THIS PAGE FOR POLE MODEL NUMBER SITE LIGHTING POLE DETAIL C NOT TO SCALE