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HomeMy WebLinkAboutSDP201500021 Plan - Approved 2015-06-12GENERAL NOTES OWNER CMA PROPERTIES, INC. Sheet Title 100 MYERS DRIVE COVER CHARLOTTESVILLE, VA 22901 ENGINEER COLLINS ENGINEERING EXISTING CONDITIONS PLAN 200 GARRETT ST. SUITE K, SITE & UTILITY PLAN CHARLOTTESVILLE, VA 22902 GRADING PLAN TELEPHONE (434)293 -3719 NOTES & DETAILS FAX (434)293 -2813 DRAINAGE PLAN, PROFILES & CALCULATIONS CONTACT MR. SCOTT COLLINS, P.E. LANDSCAPING PLAN scott@coHins—engineering.com TAX MAP NO. 04500 -00 -00 -17300 (DB 3611, PG 616) & 04500- 00- 00 -094BO (DB 1465, PG 169) AREA 3.53± ac. (IMP 45 -173) & 10.84—+ ac. (IMP 45 -94B) ZONING IMP 45 -173 HIGHWAY COMMERCIAL (HC) WITH PROFFERS IN ACCORDANCE WITH ZMA 201400008 AND SP 201500005 & SP 201500006 TMP45 -94B HIGHWAY COMMERCIAL (HC) WITH PROFFERS IN ACCORDANCE WITH ZMA 1994 -00023 SETBACKS 10' MINIMUM PARKING SETBACK FROM PUBLIC STREETS 30' MINIMUM FRONT BUILDING SETBACK FROM PUBLIC STREETS 20' MINIMUM PARKING SETBACK FROM NORTHERN PROPERTY LINE (ADJACENT NMD ZONING) 50' MINIMUM BUILDING SETBACK FROM NORTHERN PROPERTY LINE (ADJACENT NMD ZONING) BUILDING HIS NOT APPLICABLE TO THE PROPOSED PHASE I DEVELOPMENT (THE MAXIMUM BUILDING HEIGHT ALLOWED IS 35; WITHOUT ADDITIONAL SETBACKS. A MAXIMUM BUILDING HEIGHT OF �- EASTINO 65' IS ALLOWED, PROVIDED PROPER SETBACKS ARE PROVIDED) PROPOSED USE ACCESS & PAVED PARKING AREAS WITH CURB, STORM SEWER AND STORMWA TER MANAGEMENT ARE PROPOSED ON btVELOPMEN IMP 45 -173. WA TERSHED THIS DEVELOPMENT LIES WITHIN THE SOUTH FORK R/ VANNA RIVER WATERSHED. THE SITE IS NOT LOCATED WITHIN A PUBLIC WATER SUPPLY RESERVOIR WATERSHED, IT IS LOCATED DOWNSLOPE FROM THE SOUTH FORK RIVANNA WATER SUPPLY WATERSHED. TOPO & SURVEY TOPOGRAPHY, SURVEY AND BOUNDARY PROVIDED BY LICENSED LAND SURVEYOR AT TOWNES ENGINEERING. THE SITE WAS FIELD VERIFIED ON MARCH 25, 2015 BY COLLINS ENGINEERING. TWO BENCHMARKS ARE SHOWN ON THE EXISTING CONDITIONS SHEET. DA TUM ELEVATIONS ARE BASED ON STATE PLAIN GRID— NAD 83 DATUM. EXISTING VEGETATION MATURE TREES EXIST ALONG THE MAJORITY OF IMP 45 -173s PERIMETER. THIS PARCEL'S INTERIOR CONS /STS OF GRAVEL AREAS AND CLUSTERS OF MATURE TREES WITH STABILIZED GRASS CRITICAL SLOPES IN ACCORDANCE WITH THE COUNTY GIS MAPPING, 'MANAGED' CRITICAL SLOPES EXIST ON THE PARCEL. ALSO PER THE COUNTY GIS MAPPING, NO 'PRESERVED' CRITICAL SLOPES EXIST ON THE PROPERT✓ THE PROPOSED DEVELOPMENT DOES NOT IMPACT 'PRESERVED' CRITICAL SLOPES. PHASING THIS PLAN WILL BE CONSTRUCTED IN TWO PHASES. PHASE 1 INCLUDES THE PARKING AREA SHOWN AND ITS ACCESS DRIVE AISLE. THIS PHASE SHALL BE COMPLETED PRIOR TO THE ROUTE 29 1RIO ROAD IMPROVEMENTS TO ALLOW ACCESS TO THE EXISTING CMA PROPERTY AND DEALERSHIPS, AND ALSO TO PROVIDE PARKING THAT WILL BE AFFECTED BY THE PROPOSED LIMITS OF DISTURBANCE FROM THE ROUTE :29 / RIO ROAD IMPROVEMENTS. PHASE 11 SHALL INCLUDE THE CONSTRUCTION OF A NEW BUILDING AND PARKING ON THE PROPERTY. FLOODPLA/N/WPO BUFFERS THERE ARE NO 100 —YEAR FLOODPLAINS OR WPO BUFFERS LOCATED ON THIS SITE PER FEMA MAP PANEL #51003CO278D DATED FEBRUARY 4, 2005 & COUNTY GIS, RESPECTFULLY. ALSO NOTE THE PARCEL IS OUTSIDE THE LIMITS OF THE FEDERAL & STATE DAM BREAK INUNDATION ZONES PER COUNTY GIS DATA. SITE ACCESS IMP 45 -173 CURRENTLY HAS AN EXISTING ACCESS ENTRANCE FROM BERKMAR DRIVE THAT SERVES AS THE ACCESS TO THE PARCEL. RETAINING WALLS PROPOSED RETAINING WALLS ARE SHOWN RANGING FROM 0' -6: LIGHTING EACH PROPOSED OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM PROPOSED LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE —HALF FOOTCANDLE. MECHANICAL/ HVAC EQUIPMENT NOT APPLICABLE TO PHASE L IN PHASE 11, ALL HVAC UNITS SHALL BE LOCATED BEHIND THE BUILDING AND SHALL BE PROPERLY SCREENED IN ACCORDANCE WITH ALBEMARLE COUNTY STANDARDS. MECHANICAL EQUIPMENT SHALL NOT BE VISIBLE FROM THE ENTRANCE CORRIDOR. TRASH COLLECTION NOT APPLICABLE TO PHASE I, ADJACENT PROPERTY OWNERS SEE EXISTING CONDITIONS, SHEET 2. UTILITIES EXISTING WATER AND SEWER UTILITIES ARE LOCATED ONSITE. NO CONNECTIONS ARE PROPOSED WITH PHASE I AND NO DISTURBANCES ARE PROPOSED TO THE WATER LINE, WHERE CONSTRUCTION OCCURS ABOVE IT STORMWA TER MANAGEMENT FACILITY A DRY TREATMENT SWALE IS PROPOSED WITH THIS DEVELOPMENT PROVIDING WATER QUALITY 7REA T WENT AND DETENTION FOR PHASES I & H. A SECOND WATER QUALITY TREATMENT FACILITY WILL BE CONSTRUCTED WITH PHASE II's CONSTRUCTION, OUTFALLING INTO THE PROPOSED FACILITY WITH THIS DEVELOPMENT. MAXIMUM EMPLOYEES NOT APPLICABLE TO PHASE I BUILDING SEPARATION NOT APPLICABLE TO PHASE L FOR PHASE fl, BUILDING SEPARATION SHALL BE IN ACCORDANCE WITH TABLE 401 FIRE RESISTANCE RATINGS OF STRUCTURE ELEMENTS OF THE BOC)A BASIC BUILDING CODE, 194 EDITION OR ITS EQUIVALENT IN THE CURRENT ED177ON OF THE BOCA BASIC BU&DING CODE. IMPERVIOUS AREAS PROPOSED IMPERVIOUS AREAS (PARKING & CIRCULATION)= 51,000 sf PARKING REQUIREMENTS NOT APPLICABLE TO PHASE 4, THERE ARE NO PROPOSED STRUCTURES. PARKING PROVIDED 208 SPACES WERE ADDED & 25 SPACES WERE REMOVED. NET TOTAL= 183 ADD177ONAL SPACES II I'- I_. Ij INITIAL SITE PLAN RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA F' rte% J �'\ i f X �J} A 1 �\ `t j PHA 1E - - --- PHASE II (NOT PART OF THIS PLAN) IL I i I PHASE (NOT PART, OF THIS PLAN) i I I SHEET LAYOUT SCALE: 1" = 100' OWNER/DEVELOPER CMA PROPERTIES, INC. 100 MYERS DRIVE CHARLOTTESVILLE, VA 22902 / \ \ PROJECT ENGINEER COLLINS ENGINEERING 200 GARRETT STREET, SUITE K. CHARLOTTESVILLE, VIRGINIA, 22902 Sheet List Table Sheet Number Sheet Title �i COVER 2 EXISTING CONDITIONS & DEMOLITION PLAN 3 EXISTING CONDITIONS PLAN 4 SITE & UTILITY PLAN 5 GRADING PLAN 6 NOTES & DETAILS s DRAINAGE PLAN, PROFILES & CALCULATIONS 8 LANDSCAPING PLAN - �- EASTINO btVELOPMEN I i I PHASE (NOT PART, OF THIS PLAN) i I I SHEET LAYOUT SCALE: 1" = 100' OWNER/DEVELOPER CMA PROPERTIES, INC. 100 MYERS DRIVE CHARLOTTESVILLE, VA 22902 / \ \ PROJECT ENGINEER COLLINS ENGINEERING 200 GARRETT STREET, SUITE K. CHARLOTTESVILLE, VIRGINIA, 22902 Sheet List Table Sheet Number Sheet Title 1 COVER 2 EXISTING CONDITIONS & DEMOLITION PLAN 3 EXISTING CONDITIONS PLAN 4 SITE & UTILITY PLAN 5 GRADING PLAN 6 NOTES & DETAILS 7 DRAINAGE PLAN, PROFILES & CALCULATIONS 8 LANDSCAPING PLAN 0 TOTAL NUMBER OF SHEETS 0 SITE VICINITY MAP SCALE: 1" = 11000' Reviewed and App����v y he 9 I two t � ?0 2 C'r. )Omss t . a, _Luniiy Uevalop[r,004 `copiilmoni DEPARTMENT r a r IMIT 1�TH 0� SCOTT R. COLLINSZ U Lic. No. 035791,E ���sjpNAL E�O� z 0 J CL U Z w ° O Z —j 0 Q U) F- L z w fie H W ce w .� I- Q o � N ff J J 0 U i^ C`7 C6 N M 1 CN O N N L J J_ M W N0 Uj I.J. Q 2 U 1 U) F_ W U) Uj rr� O O N ° z ° O a II o_ T _! C 0 0 -II � .0 U) 0 (j c: c: z �LJ _w c w JZ �z IIW u L (n z � J � J �r Cj ^ O — Z 0° o a. W U ° ' O U N c: W U° W o3 Q H °' 0) a)x a x Q) 0 � 0 W E 0 A o 0 CD o, Z_ Intlo WLq, II W� C z z .° w� U U z 5 J U � f— J O 0 � U U o0 T 0 o 0 o � a� U O X � U N i _� 0 0 w 0 U J O U ~ �� LU 0 iw U E a cn $ 0 JOB NO. ° 142103 0 �,_ SCALE ° AS SHOWN ° c _ c� II U SHEET NO. a 0 co 1 ° N II ' + ■'■ ■� ■ ■� ■ ■� ■ ■'r' ti , MATCHLINE, _ LEGEND SEE SHEET 3 f i SECTIONS OF IMPERVIOUS PAVEMENT TO BE REMOVED , i t CMA PROPERTIES, INC. _ LIMITS OF RECONFIGURED EXISTING IMPERVIOUS PAVEMENT E j ( I(.� PARCEL ID: 04500 -0000 -09480 - ; r D.B. 1465, P G . 169 EXISTING COUNTY DEFINED MANAGED CRITICAL SLOPES TO REMAIN UNDISTURBED �� 0.84 AC R ES , r IM � - `- t , ,- EXISTING COUNTY DEFINED MANAGED CRITICAL SLOPES TO BE IMPACTED ] I r 45 i I X64 14 r 5,", E 24Q ' ` j I EXISTING INGRESS /EGRESS ;' 7 '_ \_ EXISTING POLE 'k TO REMAIN LIGHT T O AMA I- „ 1 i APPROXIMATE J LOCATION OF 10' D AINAGE EASEME B ' E�(ssTING FIRE HYDRANT TO _..___.. � -- .,.t.___.. - (D 1038 PG 54) - `REMAIN & PROVIDE SERVICE 1 u r f 7 APPROXIMATE CENTERLINE ;" FOR THE DEVELOPMENT LOCATION OF EXISTING 20 I r__ _ \\I f %' SEWER & WATER EASEMENT OR�� DB 1067, PG 396 RS �� L= 115.913, R -74 91 -- A=88.6535 i TH �OSCOTT R. COLLINS'Z U Lie. No. 035791,E 1�0�Als"SIIOXAL EEO THERE ARE NO 100 —YEAR FL00DPLAINS OR WPO BUFFERS _ - I 0 0 78D LOCATED ON THIS SITE PER FEMA MAP PANEL #5 1 03C 2 I_ _ - _._ _ -, DATED FEBRUARY 4 2005 & COUNTY GIS RESPECTFULLY. ALSO ✓.'''' _ _ _ I � - - - -__� ' ' = � EXISTING MANAGER � a .-'' xE EXISTING CURB TO BE I ? _. ' F / CRITJCALrSLOF�ES'TO Q __ / w D NOTE THE PARCEL IS OUTSIDE THE LIMITS OF THE FEDERAL 8e "`' I / /REMAIN�TYP.) Z REMOVED & -- _, _ "`; : _ _ AUTO C DATA. T DAM BREAK INUNDATION ZONES PER COUNTY GIS D RECONFIGURED - -' STATE I 04500-00-00-1010( F I f f.- - T y,r' / / D.B.P2 30,LPG. 30 y EXISTING 30 SECTIONS OF 1 z SEWER & WATER I ~ -- _ IMPERVIOUS PAVEMENT ° /vf W rl' EASEMENT " '- I 1 TO BE REMOVED (TYP.) '" EXISTING S1 8' S4' 13.45 "E 3352.40' J-_ _. PROPERTY ' f0 DB 904, PG 627 T ` -- - - ;' U / LIMITS (TYP.) � E i , EXISTING POLE & AUTO, LLC �, LIGHTS TO REMAIN x / PARCEL D: uj 04500 00 00 101 BO F I _ E • __ f I I - _ - - D B 2130 . 30 , PG v _. STING P EXISTING t9.LE & x - r . JF --- _LIGHTS TO REMALI P 1 , 1/ r'fi - f . - - I t J' s ,� fr I ,/fir' t_.- t� J it _ .. r~ , nI r s SECTIONS OF < 'CONTRACTOR SHALL , ._ -... rti, ` `±.,. •yam, .r �,(, :s..,( *,r Si %' / s� S70 ",! Jx �. b U E 1 .5. 3 00 CO \p y, 11 38. 0 E X1993.53 v I vz �' -' GRAPHIC SCALE - APPROXIMATE LOCATION OF VARIABJLE WIDTH S13° 22' 56.50 "W 1993.53 S13° 23' 03.50 "W y 1993.53' - 120 WATERLINE EASEMENT DB 1473, PG 696 TO - - ' s �. �' 30 0 15 30 60 BERKMAR DRIVE APPROXIMATE LOCATION OF VEPC(O EASEMENT (DB 1236, ( ) NOTE: `' BE VACATED'�WITH DEDICATION OF PK�LIC PG 447 & CENTRAL TELEPHONE -_ CONTRACTOR SHALL ENSURE ALL (VAR. WIDTH PUBLIC RJW) ) COMPANY EASEMENT _ H PPROXIMATE L,(JCATION OF VEPCO EASEMENT 1. -- a BERKMAR DRIVE 'RIGHT -OF -WAY & REMOVAL REMAINING MOBILE HOMES HAVE BEEN (DB 1241, PG 618) TO BE VACATED WITH DEDICATION OF EXISTING PRIVATE WATER SERVICE LATERALS LOCATION 0 DRAINAGE EASEMENT ( IN FEET ) OF CATER METERS. (DB 1236, PG 457) & CENTRAL TELEPHONE ( L= 55.7.34, R= 667.600 VACATED PRIOR TO CONSTRUCTION & PUBLIC BERKMAR DRIVE FIGHT -OF -WAY. &CONNECTIONS TO BE ABANDON WHERE (DB 1329, PG 76 -)"" TO -BE. VACATED ( ) 4- 4.7832 COMPANY- EASEMENT DB 1241, PG 624 TO BE ;u --` inch = 30 ft. S12' 37' 46.50 "W 1993:53' LOCATED WITHIN PHASE I CONSTRUCTION, WITH DEDICATION OF PUBLIC BERKMAR.,, = \ THE SITE IS ABSENT OF RESIDENCES. VACATED WITH DEDICATION OF PUBLIC ONE METER TO REMAIN FOR PHASE IL (TYP.) DRIVE RIGHT -OF -WAY. W ~ o Q N L9A�A 1_ Cl? M N �t M d' 1 N 00 N w L9 J_ W O TQ i. U 1 U) ul W U) JW J Q 0 0 O N z N ° L L d T O uj z� '-' O od U) z a � L w U) w J z JC:Z Q 0 0 Cr) w — H oz Cl- _j J Lu O �O 1-1 °- z 06 0� ° V) 0 ' z U /� \) a \/ / O C O U N C) " _ a W 03 X z -0 ° ° �C O W EO U o a 3 O CL 0 z CD za � � wa CL v) z X w� U W Z � J C J O ° U �a Qo Q6 o� U O X � U W O U U O U ~ N a LLI N n W Lu U Ce 2 d Ln a O a C JOB NO. � o� 142103 ° U) (ll n SCALE a � 1 ry ° m _ C L O SHEET NO. o- 0 2 m m Q� a s O o_ L a CL T C O L O U) U) N O d �z o ry � w aw z c z ❑ w ❑z aJ c J L a 0 o � c 3 0 m c C O U N c U N O 3 a O a L U) 0 O L x x � 0 0 c U E O c .'J O � U 0) z c W a W co Z_ C7 c Z W U V z +� J � J c O O — O o T � L ❑ d O L C d a U O O U N L L E' v) c N O L U O UJ +� C -o 0 0 E U •E O O a C N O_ U U � O U) Qj U) > O U O a c L O j O_ (D O N U) U) 0 a _c � �_.� ElUiLDINa PARCEL ID: 04500-00-00-094130i 11 | ��_----- ��� �L��� ---- � , /' \ LU'� \ - /-�~� | NN �� �� N \��- ,� ! / ~ ' \ �T��� � , __ / ' ------'-'--- - - -- ' ' ­1 - ' l ncm^nmrnu.."="�m,"= - -- ' ` � - FLUSH 11 - w � /EXISTING -- Pv 1. ��nE,nESE..S , SPACES. K ' y -_ p*«� z. SEESHEETzFDRB}UNDARYD|MEN5(}NS'METESANO8OUNDS, ' - ,~ � ~ | � - - � ' � AND SURVEY INFORMATION. -� �.� � � ns�n � - ��� - ^ � '.' r�� � - � 1 3. TH|SPRO]E[T|SN]TLDCATEDV|TH|NTHEzooYEARFLO{OPLA|N _ , 4� THERE|SNO5TREETL|[�HT|NGPR�P�SEDATTH|ST|K8EF�RTH|� �� \ SUBDIVISION. ( �^�~ ' S� �C>NTRA�T�NSHALLVER|FYALLRO�DO]NNE�T[>NEi��[LU�|NG I �E[ENTLY�[)NSTRU[TEDAREAS.VERT|[ALLYANOH{}R|�O�TALLY [OwTn��TOn��Aums�Tn|p� ' ,,"` � ( CONTRACTOR --5n`o- ' ' III TREE LINE ". PRIOR TO CONSTRUCTION AND SHALL NOTIFY ENGINEER OF ANY THIS AREA OVER EXISTING i 111' , 904, Pr,l, _ ____ I 1------,-_,_, TOREMAIN(TYP.) ____ - , I ,SCOTT R. COLLINSZ `k'�Pl ) ls'�IIOXAL !_��A W PARCEL 0: 04500-00-00-10100 D.B. 1J0 P� JO - � . � ��� | ��^� | ce | �~ � u | | | . i� . oz �N� | M | ui | =) ..... 0SCREPANC|ES. `` �m�� � �� 6 �UR8RADU�HOVVN REPRE5ENTE�VV|THA'R' D|yWEN5�ONSTHEFA�E �=� ' ' AUTn. LLC OF[URB. PARCEL |D� ``~ N��� SP .` 04500-00-00-10180 ��� l�O P� J0 __1 �N�J� uj UTILITY NOTES: D.B. � ' � `` Nm�� z CONTRACTOR IN / ~ ~ � � ' `.� w*m�. SPACES TO BE THEBUR|EDVVATERL|NE |S E�PO5ED��R|NG[ONSTRU�O{�NTHE �` ��� / `` ~- CONTRACTOR 5HALL[ONTACTACSAANO[(]LL|NSENG|NEER|NG ,` / `` �00 � / ~�~~ |K4K4E�|ATELY� / '� �m�� z� CONTRACTOR SH/\LLVER|FYALLT|E'|N�C)NNE[T|O�5 FOR '' / / �v/ ���m PAVEMENT, CURB AND UTILITIES TDANYE}�|ST|NG/(]R UNDER '` ' �� ) ^^'�'''` .41 CONSTRUCTION, INFRASTRUCTURE. CONTRACTOR IS RESPONSIBLE � / / FOR�OT|FY|NGTHEENG|NEEROFANYD|�[REP/\N[|E5BETVVEENTHE ,' ^ / / , � I . v � / E�|ST|NGR(]A�5/\ND/O��URBA�QGUTTE�AN�THEPR{�P{]SED � / | �,x���/vu� �~ / / ns�Tn|pso ' / ROADS, CURB CONTRACTOR , ^^~'^^ �- . � '� , � / 1. �O INSPECT CURB, RC�ADVVAY�k PARKING LOTT|E'|N��O EXISTING � � � � � /I ROADSANDPARK|NG,PR|C}�T[>ANY[C)NC�ETE{lRP�VEK4ENT�BN� ~ '' � ���� ����� � /� — - / ��:' i . , I . . . , ''. . . . I . . . . � . . � .. .. .. " - = / 3. CONTRACTOR SHALL PR[)V|DEENGINEER SURVEY \�ORKSHEETSDF ALL ROA PAR0NGLOTS, [URB|y4GAND DRAINAGE AE�VSCTR|O `` 11 STRUCTURES PR|C>RT{}|NSTALLAT|C)�� FOR REV|EVVAND APPRC}VAL PARC�L D / 0�5OO-0O-0 PRIOR TDC[)NSTRUCT|{}N COLLINS NG|NEER|NGSHALLVE�|FYALL "�"��"" ^ ' D.B. J2B5' SURVEY SHEETS TO ENSURE PC)S|T|VEDR�NAGEAND PRC)PER ELEV/g'|ONSFOR C{���STRUCO{}N. ,/ -11 I x" _' , . � .. . . @ ;0�' �-�. . . . . . I � I . . � l�'��7�� = / AUTO . -- Ln PARCEL|D� / � 045OO-00-00-1O0OO D.B. �JO PG JO / . d r4 / .` .` ` `. CY) `. ��r T _ / `- . `` z C, / 1. / ~ co 11, ~��� / GREEN, JOHN THOMAS m�� "=="'�"'"=`" / ESTATE n [AUPERVV|TH|NTHE ' It swTRAN[E[ORR|�0R pARCEL |�� / 04500 OO 0O 1OOAV � � ovsRLAYA Rs�(Tvp) � � � � � � W.B. lOg P� 1U� �~� ���� / -�� . � . � ��) ��^ `` w (N ��- `` �� UUU / ` / `` �� ` W �- ^ � / ~ ���M ' ```- U U y � �� �_ / . �� ��� ~ ~` �� 1 L",�,���,�',;'�',,�",;""�,,,�,.,�,,�,,,,�,� ,,, � y� �/ | / / � / rxn� / `` | ��� ~�� | 1 U U 1, 1, - " : , . . � �.. � wl�l - . . I � I � I 1, 11 �' -, , I 4r . ., ', . . �. I . . \ , ____"'�� �' � 1-1 I lsll� �l I I / � \ 11 " � - ­� _':' " �' I I . . . 11 I . .. . .. . I . - ' """, � / i / LL] P-1 , I" , 1, "— - -- �' , I �� . .. . . . . , .. . 1 )LLL * * �"""��','*'T.��'��:?' � I e 11 '11, � 11 I ..l. I.—. . \ \ ". j '� j, / / -_ I �_ __----,_,-, �lil'l I : ­'', \ \ ... /._'.....�& I ",�"l--l",/7 / __ z (f) :D 11 . . . I w ,l ­ I I \ I . I..... A I 1, CMA PROPERTIES, INC. TO PROVIDE SERVICE FOR 'Y/ .11, D.B. 3651, PG. 62 ul . - I 1-1 \ 0-1 ' I :'� . . . � .. T .. . I . .. .1 . 1\ 'I',, 3.53 ACRES / /,.- .' - i "I / I I \ _____ ,_ z Of I I I I . . I I / ", PROPOSED 30' / I / 'I-, _� ui u ASA SHARED LEFT TURN 0 .. . . � I . I �. ... . . .. .. ___ L I I / SECTION OF BERKMAR I . .. .. I . . . . . . .—I..... I I A— — '_� �, `-, DB 1329, PG 91 -1 0 N LANE, AS SHOWN (TYP.) PROPOSEDIMPROVEMENT'S . I .. . . .. k . '' . - — 1.11" /_ 0 / I 1: I i� "\ - - '____ ­ I - �... __ - ,� ..... � __ , �. I . I ,� 11 .. — — ___ . � 1--L . I , � I � . � . ... .. � . . � . . . I 11 � / . .. ... '' , /' '' ,/ / "I "I I I 11 I 1. I '*_l u I­_ I-:::� LLJ — __ — — __ EXISTING 4'WIDE BIKE 2 '' �". � ' _� __ __ - ___ - _ - - I ____­'___'J�� __ � .. .... a__­' -� = __- - t� _-:7 - - _____ - �­­­­­­ _��­__ � ___­__==_­__ ___ _____ `-z!!!�­�­_ SCALE BERKMAR DRIVE ,. 45o'TO NEAREST 'TO NEAREST - CONTRACTOR SHALL DEMOLISH EXISTING CONTRACTOR SHALL EXTEND EXISTING PIPE (3'±) PPROXIMATE LOCATION OF EXISTING ll --:, i ir - '_� '�� , - �_'___ ��* T T / A­ A I A P' A TT d'% A A #'%i A A I GENERAL NOTES THE 111TE T +ISLE NARANF C HALL HE tG If E E" T'1 i TED . JE LETS 'T ABLE 0, x.ING TO EE CLASS A CI AETE La S -t IF E .^T: 4UH LIP ESISTAN:T IUTEGf.AL .cIRF AFE LE FAG THE E LL WI TH OF THE 4MF FL ^j / Ft1AT IN LENGTH II THE 'LIRE TIN DF `EGE`T IN TrAJELL THE TYPES F PATERNAL WITH THE T. UN ATD - 33.'.IES DETECTABLE AAP INd E .EC WITH THE A;1PfN311L OF THE ENGIUEERI 1 SL DiLLNG n SIDES F URR RAM MA: E C RED MGN LITHICALLY 'PITH dAm" FLGi7 „f BY U IhC eE?AA SIBLE CON TJ TION. J31NT WITH RE 1REL OXRS. d IF .A6r' FLOOR FREE T HOLE "z MUST E PROA E3 ELF 9OWEL OARS SIC .J IN P A E FTE4 FL IU E T F TH T L IVIV FLARED IRE -AN HE T . L F .. 0 FRE AT RAMP FLOOR, RsES -1 T ':A`V METE SHALL E CL S C n dE CI E` IRE T E C 9 % L E (E•,I 7' iENTEH ALuTI, C 8 �. t) 4 A4f' v TA^ .0 RAN«• r tk- ANISE.M B TH E t F THE FL(:f! I.. E'TH :'F FL .� J �.d -I.ETE 2VER IfA "gip :'TTEP _ l PE TRA ITN NE- AT IA(E Jr Ti C1.�2'C PAMPA 5 'URN ,' £ 1"'F+ 3At CL N 4 . AA ' Ul 1 ,1At' n DIANE R AN „ , H. E R..1- ED INr' YEM1T F. .,. H (J E C .TTE Jf <E, TEAM AGE FO HE 1-0" ATED w H v.- - THE FLANS OR INFECTED THEY ARE T, " " -E PAC H7EL AT UTE.i.E,TI, ",r., WHEREJEN F: THE EP CINEEH. 9 _ i :. NI G WAY F A HICH4F'Y FACILITY ti CE' ISLE TE WITH( THE HT F R A d �' F 'A ETHE 'IJEN L E 71'NC PO 0..E 5 ES J 0 E.AT LESS H E T THEN M T E LJ TE ITHI4 E E T tl 111 L .' AD 4Eil T 1 'h ry F E- 7 THEE EE C `H L T H.N L..S 4 I TE " G N N T BEHI EHI LE T4 LI ES E ISTI. C LIGHT LE.. FIRE BE L E H 73^NT" L F INLET' ET ND ESSIULE ROUTES COA"IOE A) TI aJ.,11n ENQH TRT TECI T -�TiLE FIk'� Ah) SLIf E31 TF7dT PATH •LJEf TI ALL AT' .E%IULE ELEMENT.`.• OF A FACILITY THAT ti.A1a' HE A "+..aME,, ENTt -HEl7 AND USED B'" FEDESTRI N3. ..-7L- �_ \�_ -- . _._r,.� , ­ : -- �j ­ __ &4 - _ IAAx _ -I-, TYPE A PERPENDICULAR - __-. 11 r,cC., Tom- ..1. '_._ ='- _- 4 e YAAK '` -- _ -- _ __..- _ !7 -rte TYPE B PARALLEL 4, .,T. <•t. g.,' y v V ��L _ E r2.z*`E. ._ \ r 11 � x' " _ ,- , .14! I IS: 2 G e _. VAR, ` K h l .i' IpFY _ ._, -r -. ER THIN H :AMIUS V Y LE LL4.; EC ti RAC=IAL 02 T,+N ;E?i TIAL SE 11 W A'R VIrED THAT -•�"- ._.--- EDGE OF PAVEMENT THE t. URSl EMI R, !t: PLA, -Ef, 'AITHM THE UNITS F THE HGSSWALN ANLA \ _ �� AT �. %% - .:eA06E P'_i TiIF` ' GkPT@ THAT THE LDI +E AT THE ,OIH<NECTILW ^,F THE CU`^^,. J }EYING la PERPE•DI L.W. T3 THE CURB. A TTRICAL COTAC'RETE SIDEWALK I. 4" 7H1 N WHEY THE ENTRMCE R DIICA!NNCT TYPE C r vncl ATE^, HEd v TINE PARR & PERPENDICULAR (EON CRATE THE 7uPt E IFFVE T F PARALLEL T 1 FI- ETEH T LTrA,LAP,C 13. JNE CIAL EhT A,I E HE JY Th' r TfiPFFIC FOR G V BETE DEPTH ! 4TH , J HEY :k H hAN YE USED IN ,N J N T A Hh E, E OrIOTH F THE H E PATH TH THE `J14i114 WIDTH SHALL 7E THE CN I I 7kL J E JRB RAW F O 1 EE FOR Ti17 If 1S - kHE 4 LA DN AREA SHALL HE F;1L UEC T' 11ANE ER h RIBITLCHAR INTO THE 3 SYWALh WITH li 1H TI THE TRAVELeY nY, THIN. 4 + a L. N_ING AREA PAP' I:NCL E THE G:VTTEF PAN - _TRL�ATED A'vE Ct N CASE WHE:iE •_U+i6 P M3' ItiTERSE.7 a 12ADIA#. ECTIIN OF , C.._2 q ! L! a. AT EN T NAt C E: -.. 1 - T:.EET CL NE TI ,Y THE )ETE L 3LE _ _ WARN i; E,11< AE. HAVE A FAN,T(T" TIIRlI.E 1,1L HE REL': I'• , f;-"' NN IN F E .,HALL H E '.,__,_.. 4-ii� i G 3 GTE. c N1K, :^ . -k MA f" J "; ! 9 'hNEfiEtT Hr THE .FA..TJRE Tb T,.H i a,84C EC6AI I` a L � THE BhiY .F LIFeL"�. '+ C C ) 0 SJ - P LAM)HP1: A+AF 4� +T� ,­t--, '[ 0 � 11. 1-1 1i rR "I . 11 11 IV ".. I FI 0�. . 0 , ., 1) C I D 1I Q ` - ` � -� - 11 .. J J. ... L. O w p O 0 O .. - D 6'7, F 3ASE IAMETEN: ,� ' '`� _ ct ,qor; o�r.a '\. TOF CIAVETER :: c. 11 u G -E TECTFNILE V14..m'G `-� `t:- ., t AT ,I,, A G'F '.13%.9: '- "" O:U " -1,d" 1A.a- E FULL vN'ICNTH GF 12NAA 1-111 T ..EE ?A9TE t_, F,d:_,E IAMETE RaY LIMITS DETECT LE WARRNING TRUNCATED DOME pETE T LE ARNIN INSTALLED ON A RADIUS DETAIL C SIB W G DETAIL \vc+oT CG -12 DETECTABLE WARNING SURFACE `;EFFREU -E` R AI Ar!? FPII`CE TN.I",h!'aD`T EET .rF ; v,D) , °,ATE (GENERAL NOTES) *�s LJ _11 7,11 VIHGIDIIA ITEPAR7VEHT OF Tk ANSfY,kT.`,TIf =NN 491 G 1 EL,., N • LONG AT COI T'U,:TH'P JOINT , 6 1 ,•���: A ,« I- E, �THUNCATE4 PONE5 SEE OHEET I OF 5 FOR DETAILS V' MIN SHAT E TG NATt,H FAE OF H()AI15dAY CJFiB , Hach ^F euF<:? ae •. r•. r�..4X,- - .... :r.❑ uAn. r' z ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1 -8oO -552- 7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT, 1o. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT)" BOA Wt✓ 'RARE P. PERCENT MINIMUM RAMC LENGTH M FEET R C,. B " _45 DO NOTES( _ '- ITHm FFEft TRIP W 8U S I -TIN 1 THIS -ITEM MAY BE. PRECAST OR CAS IN PLACE w�.��;!y'��� !m?f.,_. -- _ -" _ G° -.... ,Y - � '4 dW r X 2. GONCRETC TO BE CLASS AZ IF CAS; ,N PLA:CG, RG =;sW L n, . _ t �a ,�. - a ..":-r- `� _ -�H BUFFER STRIP , WITH tDDD PSI i PRECAST, P g1-_ - .1` . A'A mwo -. �� --- �E 'V.- 4" , R F.-.- -_ J CURB HAVING A RA7R -'S OF 300 FEET OR LESS IAy,N)Nti ACt OF CLt;N91 WP.L 1-'E PAID FOR A5. G /`-� ,• - - R,@RNA..11RNN. -wi -.. ./ �,r- IT n II f 4 THE " 05" EI CURB MAY BE ED AS ! 41UCH ,A5 , Nis- T4)LN) ©F' INCREASED A.5 MUCH AS _ 3.::•?, 0E iLL C NCI Ek THAT THE BOTTOM OF CURB W�L COINCIDE WITH THE E.6? OF A N s EfAT - N L`TE:` F.. ..ENEH AL T 9 ON T C. -i CT'N plARNINL: SU(? A;: THE C ELE F E.kaneex Gam,' A "' A p. ? Np j I SOURSE OF PAVEMENT SUB &7RWTU,E. OINERWS THE DEPrE IS 10 O£ iB AS SHOWN. K '� p THE REUIREID LEn� 'F RATE AMP AuTH h aLLEO R. A. NO ADIP S'tENT I THE RRICE SID IS TO I?F' A."JH OR A DECREASE OR AN NC-REASE 14 TI T'TH. . , T` A ..... 56B `F ' 5 G -2 IS TO BE USED CN ROADWAVS MEETING NN: NRIBO.N R Mio°N1`j f (IR CG -6 AS 11OWN ih aa?E- '4,'TZ 7 RE vs9 ftQA� pESIGN IaAM7Pt, Ar THE - ,ECTION ON Mx .7RBAN STANDARDS. I r'7',. I n @,. , 1. ? 6. _ n a a E WITHIN CROSSWALK 2 -3" .� A ° BASE _ 3.,9, t. R ,' L e°I 5 O 9 n i I ",V `> `! , 12c_O, .^A I s aexsr O ti'',. ° ! ,. a „ `� , '� E., II D' 3E. +' F . p - - °'� 0' -1" �.- I A I " 6.' SURFACE SU 1 t A 0' -2" I ,.�.._. _._ - -._._ __ ..... .. ......_.... -.... ,.,......_._.� ,T., li'T Y CONSTRUCTED G1 ER MA 8E „_ _.__- _- -."' PANALLEL TO -tNi LORE OF 9 Stf8E1ASt CRUISES PROVIDED A N • ar ' A 5 d CHASE D A< _ - I CON C k MINIMUM DEPTH OF 7 ". O.#I2 j T...... : „ I SUBBASE 15 MA{NTANEO. SPEC ?PICAHON 4.947 ACCEPTAEII E ALTERNATI4E v) REFERENCE COMBINATION 6'1 CURB AND IF CURB Is EXTRUDED ROAD ATJD BHN.V^k STANDARDS 3.145 REV SLON DATE ^A^ , 5 EC F,.. ,.IC "1 169 D -5 0;'_.S ��F RE. ERENC` STANDARD 6" CURB 301.(3 ROAR AND 13R.FN4`.' S:TA:'JUARaS 0 -3_y REVISION DATE SHEET N Of 1 ND`s CONS PILL 1 0.502 1 6.853 1 1.236 I 1_SDO I 1.811 2.157 2 572 21Sri 5112 VARU,N:.iA "N ARTMENIT OF TRANSPORTATION II OPTIa1.NAL HC.LE - 3, FC! RETAILS OF CUARDRAIL ELE,FENT ALICE 21)1-07 II TO FACILITATE .i A GALVANIZING. N - JOINT HARDWARE ETC. SEE SHEET ERE, _'C-,.ON AND 0502.. -_.:1 - HOES ✓ A'Ir.j-- _ lI If 4, DRIVE H AR TT OJOF QL0 WITHIN X OF THE Tv" DID INS TLL OF aLiEGX';UT AFTER ?,y" K t0 �J H° .: ,,I N'�'1 I.,�"..I G 1 EL,., N • LONG AT COI T'U,:TH'P JOINT , 6 1 ,•���: A ,« I- E, �THUNCATE4 PONE5 SEE OHEET I OF 5 FOR DETAILS V' MIN SHAT E TG NATt,H FAE OF H()AI15dAY CJFiB , Hach ^F euF<:? ae •. r•. r�..4X,- - .... :r.❑ uAn. r' z ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1 -8oO -552- 7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT, 1o. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT)" 1 "l- SE rI )IV F, . BOA Wt✓ 'RARE P. PERCENT MINIMUM RAMC LENGTH M FEET R C,. B " _45 p&, . � __._ -_� __\ - , _ '- ITHm FFEft TRIP W 8U S I -TIN WITHOUT R STRIP WITH T 6UFFE.. S w�.��;!y'��� !m?f.,_. -- _ -" _ G° -.... ,Y - � '4 dW r X A RG =;sW L n, . _ t �a ,�. - a ..":-r- `� _ -�H BUFFER STRIP , WITH -'T_. P g1-_ - .1` . A'A mwo -. �� --- �E 'V.- uowLL Go-. T F.-.- -_ 1 "l- SE rI )IV F, . BOA Wt✓ 'RARE P. PERCENT MINIMUM RAMC LENGTH M FEET R C,. B " _45 ,� _ 4 BtiFFEI'. STRIP A I ,_ ` - WITHOUT R STRIP WITH T 6UFFE.. S HEaNI.IHLE� % COa rRUCTIO ,-_ JOINT � '4 dW r 2 LONCN F. TO BE CLASS AO IT CAST IN PJ ACE, A RG =;sW L n, . _ t �a ,�. - a r t 3, COMBIN 150R CURB & CUTTTER t A,BNG A RADIUS 5 , S - SECTION B B 4 _ - G -n ,• - - - - i cRassWA _. IT n II A,.Sp AikE LA'it214 uE.n. -�'`�. i51L'E GF TI tAYELn'.AY f . a/ k. aH ?LL 11E r,_ FRR m/ P N s EfAT - N L`TE:` F.. ..ENEH AL T 9 ON T C. -i CT'N plARNINL: SU(? A;: THE C ELE F E.kaneex CkGS >WALH: � ER, ENVYS 1-+N lfi:�iaWnLk LNp TH N HE , w RR t - S _EE SHE 'F 5' K '� 1 � 1 1, THE REUIREID LEn� 'F RATE AMP AuTH h aLLEO R. A. TYPICAL PLACEMENT z1,S it IS LIMITED TO Iti FEET XECAh'LE52 THE 4 _ OF aT INTERSECnoN E. 5 BASES, ON ROADWAY CLASSIFICATION AND +7E- +GM 5P€40 5PC40 AS 9 SHOWN N APP( IX A OF O 0- a E WITHIN CROSSWALK 2 -3" 2-11 CLAIM TYPE 8 PARALLEL APPLICATION BOA Wt✓ 'RARE P. PERCENT MINIMUM RAMC LENGTH M FEET R C,. B " _45 I BE ON6 I SHY LIME 4 BtiFFEI'. STRIP A l_ FLARE !FATE L THIS ITEM MAY BE ARELCAST DR CAST IN PLACE. 2 � '4 dW r 2 LONCN F. TO BE CLASS AO IT CAST IN PJ ACE, A 01,11 4 ti `" 3, COMBIN 150R CURB & CUTTTER t A,BNG A RADIUS 5 c" 4 _ - G E s`, ,• - - - _ }} T R N TN PR 6-- " FIMCHEVER IS MH3, E0 c'-6 I BE ON6 I SHY LIME 4 BtiFFEI'. STRIP t l_ FLARE !FATE L THIS ITEM MAY BE ARELCAST DR CAST IN PLACE. SF � '4 dW r 2 LONCN F. TO BE CLASS AO IT CAST IN PJ ACE, FRAAROS£o SIDEWALK E.1'" 4000 PCr IF PRECAST. - vA 15 ,,y, ti `" 3, COMBIN 150R CURB & CUTTTER t A,BNG A RADIUS C11AGpNAL PLACEMENT c" 4 _ - ,1�1 -�'a E s`, ,• - - - - - ,_ _. ' _ +3t Wu[ TAPPI.4 A an' 1-y Ar VFF , T?t E N1 JE IUG1 FOR ""'' 1� ._ \ +.. .,. SOU ,E LArvCInG ACEA Ts1NNE T 0' Q,AS AIR TEE MIRE -:SSW TEE MMtxEil K '� SH L 2E ftU I ED R WITH BUFFER STRIP' V,Ia `' "'x'.''"'uK ,ales A *nA�A WITH( TH L fl. RlT >S4'lLK �xlTlin THE M.wr.Eu CRNNSSWAUC AREA. XV00 A� EFN ROAD A!.") BRIDGE 4TANDA;RDS CG-12 . DETECTABLE W. _ .NING SURFACE TYPE B (PARALLEL) APPLICATION + FT 9 1:F i f2E N)fNAtE 'A SHEET 1, \,IR.,InNA IIEPIilRTIdENT G TH M1yN ;NN}T AT yNV 5 Imorm LIMITS OF CG-13 i XPANSION JOINT MN AWAx RAY LINE HALF PLAN A - I 8'" CLASS AS CON(. FACE OF CURB NORMAL DOTTER _�_ L. r,,,...a^ -... �­.,:.U:. I., c � 7 .fr -. - T n e' a. t T. e: 3Ag �In wv TE LL 3Y I PE 2 U TI SEC ON A -A CC�id _ ES R-. _ _ ti 0 a, I PEDESTRIAN ACCESS ROUTE DETAIL ADDITIONAL RIGHT W AY IS REdJNIF T HE LIMITS OF PEDESTRIAN AN ACCESS ROUTE EXTEND BEYOND EXISTING O R PROPOSED 4CD F RIGHT-01 WAY, III PEDESTRIAN ACCESS ROUTES PR OM7E A CONTINUOUS UD U5 LL T RUC 7 B O S T DLE, R AND RESISTANT PATH AT NID AL ACCESSIBLE R uUED NTS O F A i hCHU Y THAT CAN PPROA ENTERED A NO E CFRB PE TEST BANS- F ACCESS ROUTE IS ADJACENT r BACK OF M, NL& k WIDTH FICXRO BE O'. IF PE N T BEST AN ACCESS ROUTES E ARE REND PROV p A MNNw 4 "FRAVERSA�,E 1NftTTX Ye REWANEp WITH MAX -2< CRDSS SLOPE. NOTES 1..PROPOBEp I- SIQ .. 13 TO BE 110.11 .111 .11111 WRN ENTRANCE OR BY USING PERMSSIBLE CONSTRUCTION .MINT WITH REOURED BARS, 2.PRDPOSCp T• SIDEWALK TO BE CLASS A -3 CONCRETE. } REDUNEO AR T NIL. 5' D r NT R T ENTER B S ARE ORE x8" SIDEW CE E O CE ALONG PACK OF 8 MID -BEPTH OF SNEWJLK_ NRIAf q T COVER III •' CONCRETE E 'J . 4 ALL OCTAL!$ AND DIMENSIONS NOT SHO'R'N ARE THE SAW AS i - S. AA02Rp •CG 90 5.THLS OESICIN MAY ALSO BE APPLIED TO O T HER ENTRANCE S T NNOAROS AS THE N €FED .AR45E5. 6.WHEN USE6 N CONJUNCTION WITH STANDARD CG -3 OR CG-7• THE Cuw FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIURATION,. SEE S r ANOW CG-t2 FOR T T W T OE EC ABLE ARMING DETAILS. . S NC Y f A C -C 8 BANS Y PEFSA59BLE CNINSTRUCTII)M JOINT PERMISSIBLE CONSTRUCTION JOINT &TE COVER � >.� AT ¢,• AD '"C" £ @A°aE IG" AppREGATE BASE 6TH AGGREGATE &i5E TYPE a 512E zI a TYPE ISIZE 21IS SIZE 2 @ SECTION B 13 SECTION C -C SECTION 0 D NFIGATAO4 COMMERCIAL ENTRANCE �vaoT ERENGE ROAD AND BROCE STN,&, DS �4 ChBEAVY TRUCK TRAFFIC ANTICIPATED) RE NS ONp#rE SHEET I OF I VFCJNIA DEPARTMENT OF TRANSPORTATION 2OAbs x 7Tl II _ II MAX RAIL 2 ,� MI`~! 26�`# IL HEIGHT ,`7:'."vi'}"N7.df,Y.!„?.> ?"l3'id#➢Y;^!` ".h7• 11 - I: II III II -1 GR 2 6 J POST S.` A_ NGN lrxix DYNAMIC. DEFLETTIGN = NOTES ARE ' NA UA: DN?AIL L 4ATI.1N5 SHOWN U FLANS T APTI ON 11. TE Fe E "TED DURING COYSTN TDry E Tsti'D ONLY ECT CAN EN E EN i VG (tin A RECTEO THE EN.1'INtEEft DI 8 TAILS F P i A: L K RCS SEE HEET NQ.,O%r15. FOR D 0 O.A AND, B u4 q1. . - A 5P LICE JOINT AND FOR, DETAILS OF RAL ELEMENT RAIL 5 L ASSOCIATED HARDWARE SEE HEET Nn5 }N, v PIN: S;Nt.02. RAIL ELEMENT ARE FNJH'NIaHEO 9HLP CU VEfi FOR RJ+DII 3ETWEE` FEET AND I:50 FEET. -AARTR 9 FL FAH BST SHALL ALL u,f NL Q5T5 SHALL A E SET Y T BE SET PITH A VA,HATICR OF MORE THAN g" PER INDICT VERTICAL, -.E LONKOIIT- ASID PODT5 SHALL fir FROM ERT C A w 9 ASH, 9 S SET AND AUG ED WITHOUT ALTERATION (1R FORCE, AS PER SET 5, F THE SPECIFI..AHONS, ALL r'R :. Ahl R 2A NAIL SHALL BE p{MATM14ED AT ' HEIGHT 'F .S MIN - 2ei'.e^ MAx A.`e MEASURE( PER SJANJARU Cr INS. ALL N -HEAP AIL HALL 9 " E LAPPED IN THE DIRECTION OF VE JLAR TRAVEL FGR THE FIR( HED Rn4DWAY THE HI 0 TIONAL ,R -2A METHODS OF NESTING THE NAIL SIN USE OF MS .ADC RI NAL HAIL ON THE )SACK OF THE POST TOP T 'IOAFU. C­2A C­2 SHALL BE APPROVED RY THE EN�NEEA RIOR TO INSTPLL.4TIGIA, 3 F /p' S ,"'I } PTp' 3'a . x ai'i}:lf J.Yx:?Y. "'a'N;SIY-..ryia'.:arar.. vrrrt II III II III II 1 1 J J J J J GR 2A POST SFAS IKEA MA?: O,NAMIC DEFLECTION - 5 ` lC 1ESTED RAIL ±k AE OITG R AL FTI tJA L R ;P U ETH „ OP TORAL SIR -2A METH 0 LSNG RAIL ON J K sHAC 'F POET ATE Nn NEDTEL et IL DV A©CITIGNAL RAIL S PLACED DR BACK OF POST FOR GP-2A THE POST SFACING ALL 8E B'-j' FLARE RATES R N TN PR 6-- " FIMCHEVER IS MH3, E0 c'-6 I BE ON6 I SHY LIME p��Q5 PE1NR11 E CDNST. JOINT NOT ES FLARE BATE FLARE !FATE L THIS ITEM MAY BE ARELCAST DR CAST IN PLACE. SF � '4 dW r 2 LONCN F. TO BE CLASS AO IT CAST IN PJ ACE, FRAAROS£o SIDEWALK Sp•4�Cj� 4000 PCr IF PRECAST. U'" DEPTH, UE EC 3, COMBIN 150R CURB & CUTTTER t A,BNG A RADIUS 1 214 EMPAN5XIN ,1OiNT OF 300 FEET OR LESS CALORIC FACE OF T CURB) P H A HNA.ION SHAUN HS PAD OR AS RADIAL, CEk4 1' -1" SIDEWALK N".URB R 'LITTLER. 3r 7° DEPTH •k- 4, FOR USE WITH STABILIZED OPEN - GRADED OPANAOE LTNPAARED SPACE z 6„ LAYER. THE B OI TOM OF THE CDL9 R CUTTER OR SKEW T 0' SEULL B :CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND T6 TF DEPTH Q : GG -. 'AWE ENV. 7HF F M 3'•O•• F 5. ALLOWABiE CRT RA FOR THE USE OF C:,-5 0 8 O`'8 5 BASES, ON ROADWAY CLASSIFICATION AND +7E- +GM 5P€40 5PC40 AS 9 SHOWN N APP( IX A OF O 0- Z'J X THE ROAD DESIGN MNkNAL IN THE 5CCT;JN 2 -3" 2-11 ON GS UROAN STANDARDS 3.,9, t. 4' -9' L e°I 5 O &• -0, n i I ",V `> `! , 12c_O, I, ' 1 N ` O ti'',. ° ! ,. a „ `� , '� N II D' 3E. +' F . p - - °'� 0' -1" �.- I - °FE.' SO TOM Of TOE CUR AMD E D 0' -2" I ,.�.._. _._ - -._._ __ ..... .. ......_.... -.... ,.,......_._.� ,T., li'T Y CONSTRUCTED G1 ER MA 8E „_ _.__- _- -."' PANALLEL TO -tNi LORE OF 9 Stf8E1ASt CRUISES PROVIDED A N T CU90 YARDS OF fO. CftE E CON C k MINIMUM DEPTH OF 7 ". O.#I2 THNS. AREA MAY 8E CONCRETE AT FREE OPPON OF THC ONIVACTO•. k ,N 15 MA{NTANEO. SPEC ?PICAHON 4.947 . C M _ PIPE v) REFERENCE COMBINATION 6'1 CURB AND GUTTER ROAD ATJD BHN.V^k STANDARDS 3.145 REV SLON DATE SN{EET 1 OF ! 169 D -5 0;'_.S 502 VNRG'NNfA UEPAR'NMENT OF TRAASPORt AiKNN 0 21 /e° 0' -9 301.(3 0�3!/a` 0 -3_y 0 d" tY -dlf¢" Imorm LIMITS OF CG-13 i XPANSION JOINT MN AWAx RAY LINE HALF PLAN A - I 8'" CLASS AS CON(. FACE OF CURB NORMAL DOTTER _�_ L. r,,,...a^ -... �­.,:.U:. I., c � 7 .fr -. - T n e' a. t T. e: 3Ag �In wv TE LL 3Y I PE 2 U TI SEC ON A -A CC�id _ ES R-. _ _ ti 0 a, I PEDESTRIAN ACCESS ROUTE DETAIL ADDITIONAL RIGHT W AY IS REdJNIF T HE LIMITS OF PEDESTRIAN AN ACCESS ROUTE EXTEND BEYOND EXISTING O R PROPOSED 4CD F RIGHT-01 WAY, III PEDESTRIAN ACCESS ROUTES PR OM7E A CONTINUOUS UD U5 LL T RUC 7 B O S T DLE, R AND RESISTANT PATH AT NID AL ACCESSIBLE R uUED NTS O F A i hCHU Y THAT CAN PPROA ENTERED A NO E CFRB PE TEST BANS- F ACCESS ROUTE IS ADJACENT r BACK OF M, NL& k WIDTH FICXRO BE O'. IF PE N T BEST AN ACCESS ROUTES E ARE REND PROV p A MNNw 4 "FRAVERSA�,E 1NftTTX Ye REWANEp WITH MAX -2< CRDSS SLOPE. NOTES 1..PROPOBEp I- SIQ .. 13 TO BE 110.11 .111 .11111 WRN ENTRANCE OR BY USING PERMSSIBLE CONSTRUCTION .MINT WITH REOURED BARS, 2.PRDPOSCp T• SIDEWALK TO BE CLASS A -3 CONCRETE. } REDUNEO AR T NIL. 5' D r NT R T ENTER B S ARE ORE x8" SIDEW CE E O CE ALONG PACK OF 8 MID -BEPTH OF SNEWJLK_ NRIAf q T COVER III •' CONCRETE E 'J . 4 ALL OCTAL!$ AND DIMENSIONS NOT SHO'R'N ARE THE SAW AS i - S. AA02Rp •CG 90 5.THLS OESICIN MAY ALSO BE APPLIED TO O T HER ENTRANCE S T NNOAROS AS THE N €FED .AR45E5. 6.WHEN USE6 N CONJUNCTION WITH STANDARD CG -3 OR CG-7• THE Cuw FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIURATION,. SEE S r ANOW CG-t2 FOR T T W T OE EC ABLE ARMING DETAILS. . S NC Y f A C -C 8 BANS Y PEFSA59BLE CNINSTRUCTII)M JOINT PERMISSIBLE CONSTRUCTION JOINT &TE COVER � >.� AT ¢,• AD '"C" £ @A°aE IG" AppREGATE BASE 6TH AGGREGATE &i5E TYPE a 512E zI a TYPE ISIZE 21IS SIZE 2 @ SECTION B 13 SECTION C -C SECTION 0 D NFIGATAO4 COMMERCIAL ENTRANCE �vaoT ERENGE ROAD AND BROCE STN,&, DS �4 ChBEAVY TRUCK TRAFFIC ANTICIPATED) RE NS ONp#rE SHEET I OF I VFCJNIA DEPARTMENT OF TRANSPORTATION 2OAbs x 7Tl II _ II MAX RAIL 2 ,� MI`~! 26�`# IL HEIGHT ,`7:'."vi'}"N7.df,Y.!„?.> ?"l3'id#➢Y;^!` ".h7• 11 - I: II III II -1 GR 2 6 J POST S.` A_ NGN lrxix DYNAMIC. DEFLETTIGN = NOTES ARE ' NA UA: DN?AIL L 4ATI.1N5 SHOWN U FLANS T APTI ON 11. TE Fe E "TED DURING COYSTN TDry E Tsti'D ONLY ECT CAN EN E EN i VG (tin A RECTEO THE EN.1'INtEEft DI 8 TAILS F P i A: L K RCS SEE HEET NQ.,O%r15. FOR D 0 O.A AND, B u4 q1. . - A 5P LICE JOINT AND FOR, DETAILS OF RAL ELEMENT RAIL 5 L ASSOCIATED HARDWARE SEE HEET Nn5 }N, v PIN: S;Nt.02. RAIL ELEMENT ARE FNJH'NIaHEO 9HLP CU VEfi FOR RJ+DII 3ETWEE` FEET AND I:50 FEET. -AARTR 9 FL FAH BST SHALL ALL u,f NL Q5T5 SHALL A E SET Y T BE SET PITH A VA,HATICR OF MORE THAN g" PER INDICT VERTICAL, -.E LONKOIIT- ASID PODT5 SHALL fir FROM ERT C A w 9 ASH, 9 S SET AND AUG ED WITHOUT ALTERATION (1R FORCE, AS PER SET 5, F THE SPECIFI..AHONS, ALL r'R :. Ahl R 2A NAIL SHALL BE p{MATM14ED AT ' HEIGHT 'F .S MIN - 2ei'.e^ MAx A.`e MEASURE( PER SJANJARU Cr INS. ALL N -HEAP AIL HALL 9 " E LAPPED IN THE DIRECTION OF VE JLAR TRAVEL FGR THE FIR( HED Rn4DWAY THE HI 0 TIONAL ,R -2A METHODS OF NESTING THE NAIL SIN USE OF MS .ADC RI NAL HAIL ON THE )SACK OF THE POST TOP T 'IOAFU. C­2A C­2 SHALL BE APPROVED RY THE EN�NEEA RIOR TO INSTPLL.4TIGIA, 3 F /p' S ,"'I } PTp' 3'a . x ai'i}:lf J.Yx:?Y. "'a'N;SIY-..ryia'.:arar.. vrrrt II III II III II 1 1 J J J J J GR 2A POST SFAS IKEA MA?: O,NAMIC DEFLECTION - 5 ` lC 1ESTED RAIL ±k AE OITG R AL FTI tJA L R ;P U ETH „ OP TORAL SIR -2A METH 0 LSNG RAIL ON J K sHAC 'F POET ATE Nn NEDTEL et IL DV A©CITIGNAL RAIL S PLACED DR BACK OF POST FOR GP-2A THE POST SFACING ALL 8E B'-j' FLARE RATES R N TN PR 6-- " FIMCHEVER IS MH3, E0 -CHATS OF GG-13 A I BE ON6 I SHY LIME p��Q5 PE1NR11 E CDNST. JOINT ANY LINE F5 FLARE BATE FLARE !FATE %, WOTH OF ENTRANCE-4 SF � '4 dW r 1 '5 -.1 . FRAAROS£o SIDEWALK Sp•4�Cj� VAN c� @wREs I/z- U'" DEPTH, UE EC 6.5' 1 214 EMPAN5XIN ,1OiNT i 1' -1" SIDEWALK f 3r 7° DEPTH •k- ' EXPAISIOI4 JOINT.H= LTNPAARED SPACE z 6„ 2. ,g• OR SKEW T 0' k : GG -. T CTN$ WARYANG ON-2.1 • T.T TIE E E Imorm LIMITS OF CG-13 i XPANSION JOINT MN AWAx RAY LINE HALF PLAN A - I 8'" CLASS AS CON(. FACE OF CURB NORMAL DOTTER _�_ L. r,,,...a^ -... �­.,:.U:. I., c � 7 .fr -. - T n e' a. t T. e: 3Ag �In wv TE LL 3Y I PE 2 U TI SEC ON A -A CC�id _ ES R-. _ _ ti 0 a, I PEDESTRIAN ACCESS ROUTE DETAIL ADDITIONAL RIGHT W AY IS REdJNIF T HE LIMITS OF PEDESTRIAN AN ACCESS ROUTE EXTEND BEYOND EXISTING O R PROPOSED 4CD F RIGHT-01 WAY, III PEDESTRIAN ACCESS ROUTES PR OM7E A CONTINUOUS UD U5 LL T RUC 7 B O S T DLE, R AND RESISTANT PATH AT NID AL ACCESSIBLE R uUED NTS O F A i hCHU Y THAT CAN PPROA ENTERED A NO E CFRB PE TEST BANS- F ACCESS ROUTE IS ADJACENT r BACK OF M, NL& k WIDTH FICXRO BE O'. IF PE N T BEST AN ACCESS ROUTES E ARE REND PROV p A MNNw 4 "FRAVERSA�,E 1NftTTX Ye REWANEp WITH MAX -2< CRDSS SLOPE. NOTES 1..PROPOBEp I- SIQ .. 13 TO BE 110.11 .111 .11111 WRN ENTRANCE OR BY USING PERMSSIBLE CONSTRUCTION .MINT WITH REOURED BARS, 2.PRDPOSCp T• SIDEWALK TO BE CLASS A -3 CONCRETE. } REDUNEO AR T NIL. 5' D r NT R T ENTER B S ARE ORE x8" SIDEW CE E O CE ALONG PACK OF 8 MID -BEPTH OF SNEWJLK_ NRIAf q T COVER III •' CONCRETE E 'J . 4 ALL OCTAL!$ AND DIMENSIONS NOT SHO'R'N ARE THE SAW AS i - S. AA02Rp •CG 90 5.THLS OESICIN MAY ALSO BE APPLIED TO O T HER ENTRANCE S T NNOAROS AS THE N €FED .AR45E5. 6.WHEN USE6 N CONJUNCTION WITH STANDARD CG -3 OR CG-7• THE Cuw FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIURATION,. SEE S r ANOW CG-t2 FOR T T W T OE EC ABLE ARMING DETAILS. . S NC Y f A C -C 8 BANS Y PEFSA59BLE CNINSTRUCTII)M JOINT PERMISSIBLE CONSTRUCTION JOINT &TE COVER � >.� AT ¢,• AD '"C" £ @A°aE IG" AppREGATE BASE 6TH AGGREGATE &i5E TYPE a 512E zI a TYPE ISIZE 21IS SIZE 2 @ SECTION B 13 SECTION C -C SECTION 0 D NFIGATAO4 COMMERCIAL ENTRANCE �vaoT ERENGE ROAD AND BROCE STN,&, DS �4 ChBEAVY TRUCK TRAFFIC ANTICIPATED) RE NS ONp#rE SHEET I OF I VFCJNIA DEPARTMENT OF TRANSPORTATION 2OAbs x 7Tl II _ II MAX RAIL 2 ,� MI`~! 26�`# IL HEIGHT ,`7:'."vi'}"N7.df,Y.!„?.> ?"l3'id#➢Y;^!` ".h7• 11 - I: II III II -1 GR 2 6 J POST S.` A_ NGN lrxix DYNAMIC. DEFLETTIGN = NOTES ARE ' NA UA: DN?AIL L 4ATI.1N5 SHOWN U FLANS T APTI ON 11. TE Fe E "TED DURING COYSTN TDry E Tsti'D ONLY ECT CAN EN E EN i VG (tin A RECTEO THE EN.1'INtEEft DI 8 TAILS F P i A: L K RCS SEE HEET NQ.,O%r15. FOR D 0 O.A AND, B u4 q1. . - A 5P LICE JOINT AND FOR, DETAILS OF RAL ELEMENT RAIL 5 L ASSOCIATED HARDWARE SEE HEET Nn5 }N, v PIN: S;Nt.02. RAIL ELEMENT ARE FNJH'NIaHEO 9HLP CU VEfi FOR RJ+DII 3ETWEE` FEET AND I:50 FEET. -AARTR 9 FL FAH BST SHALL ALL u,f NL Q5T5 SHALL A E SET Y T BE SET PITH A VA,HATICR OF MORE THAN g" PER INDICT VERTICAL, -.E LONKOIIT- ASID PODT5 SHALL fir FROM ERT C A w 9 ASH, 9 S SET AND AUG ED WITHOUT ALTERATION (1R FORCE, AS PER SET 5, F THE SPECIFI..AHONS, ALL r'R :. Ahl R 2A NAIL SHALL BE p{MATM14ED AT ' HEIGHT 'F .S MIN - 2ei'.e^ MAx A.`e MEASURE( PER SJANJARU Cr INS. ALL N -HEAP AIL HALL 9 " E LAPPED IN THE DIRECTION OF VE JLAR TRAVEL FGR THE FIR( HED Rn4DWAY THE HI 0 TIONAL ,R -2A METHODS OF NESTING THE NAIL SIN USE OF MS .ADC RI NAL HAIL ON THE )SACK OF THE POST TOP T 'IOAFU. C­2A C­2 SHALL BE APPROVED RY THE EN�NEEA RIOR TO INSTPLL.4TIGIA, 3 F /p' S ,"'I } PTp' 3'a . x ai'i}:lf J.Yx:?Y. "'a'N;SIY-..ryia'.:arar.. vrrrt II III II III II 1 1 J J J J J GR 2A POST SFAS IKEA MA?: O,NAMIC DEFLECTION - 5 ` lC 1ESTED RAIL ±k AE OITG R AL FTI tJA L R ;P U ETH „ OP TORAL SIR -2A METH 0 LSNG RAIL ON J K sHAC 'F POET ATE Nn NEDTEL et IL DV A©CITIGNAL RAIL S PLACED DR BACK OF POST FOR GP-2A THE POST SFACING ALL 8E B'-j' FLARE RATES DEDChi SPEE13 INSIDE SHY LINE I BE ON6 I SHY LIME `'U'H ANY LINE F5 FLARE BATE FLARE !FATE 10 SF TC.t 1 '5 -.1 . ID 8 26' 141 + EC 6.5' 1 214 1 1• -1 A, TIC 1' -1" 16 1 11 # 3r 4' I 1 T - R ,,UI,,LJkq VAY1•dnt NLMAL MAIL FOR SEWHRHGIO HARRIER SYSTEMS. •P �:+ 'L E CR IN I' •• ^N FILE I`N THE -FITS AL FFT:E. I- EL'IFICATION A .. Y ,iF THE ORIGINAL $FACE "3 FRAY; S6N 7 + AW G S .. L O A �"JD�T c. u STANDARD BLOCKED -OUT W -BEAM GUARDRAIL REFER,,C ROAD AND BRIrRGe sTAr+cnRas SHEET I OF REVISION DATE (STRONG POST .SYSTEM) 1x1 oP,; 08,14 VIf2CINIA L'EF"AAHTLIENT OF TRAN4 ORTA.TIOW S06 O? FINAL_ STRUCTURAL WALL DESIGN TO BE SUBMITTED WITH STRUCTURAL ENGINEERING PLANS SEPARATELY. NOTE: CONCRETE (VARIABLE WIDTH) SHALL BE 3000 psi (5' MIN.) AT 28 DAYS OR STRONGER. 4" CONC.A _ .:a., \- 4" 21 -A STONE BASE CONCRETE SIDEWALK NO SCALE S SEE NOTE 1 SHAPE TO BE '� HEWELED WITH MORTAR L_ LC NOT au ` INVERT r r NOTES; I '' x• R' n MINIMUM OF 4-' W H' MAY BE REDUCED PRO UNTIL REACHES N LRJ .HERE E OUI..O PROTRUDE TROVE SHOtii.OFR I.:NE, NDWAIC W PRO IN NO CASE SHALL TOP OF ENOWAII PROSE... ARa4'E flu SLOPE. DI : P' R SHOULDER. ' c sLO L. o OULOL IN P ^. THIS EM MAY BE PRECAST OR CAST (.LACE. S- ALL CAST "dN PLACE CONCRETE T4 BE CLASS A3, FOR PRECAST SEE SHEET 101.09. 4- THIS STANDARD TO BE USED WITH STRAIGHT CROSSINGS AAPJ ALL SKEWSDa TO 45 -L 5., HEAt1WAi T6 HF HEVE, ED IN ALL ARF.:A4 EXCEPT WHERE A CONFLICT WITH INVERT OR WINCWALLS OCCUR EN-1 R CIRCULAR PIP E- N DW«7�.L F Q _E DIAMETER OF PIPE CULVERT !3•.. �. 6I 12" 13'A 18' 2T "' OR: 24" 7" OR 30' S' OR 36' A O' -6" q 8" a' -9 ,,_T, '._".� 0" -7T' B ii'_"P' 1.-1" 1'_11. T -6" 1' -1" 2' -O" C F-4" i 7 ' -e z z° z 6„ 2. ,g• D T 0' 7 3 8 2 O" 7-6" 3'•O•• F 4 -S" 0 8 O`'8 O S. O 0- 01^9` N 2 -3" 2-11 3'-E. 3.,9, 4 3" 4' -9' L 4" 0" 5 O &• -0, 8. O., 10, -0„ 12c_O, O O' -•P /'" O ti'',. 0 "- 0.21/x" II D' 3E. +' t7' -3?D,. b 0' -1" I O ht.' 0` -f'!, 0' -2" 0'. -2111` 0'-J° N T CU90 YARDS OF fO. CftE E CON C k ll,24 O.#I2 O,6R 7 1. 376 2-687 4.947 . C M _ PIPE 0257 0,521 1730 1. SBS I S 98 3.145 EN-1,1A �_ EFL -iW - - - - - - - -- 4 � _ _ - - - F r � 6. T HE':VHD "' i' RT IR "( il: H A]WA.L. AT THE iFxE N F ":�... pUE S ,.C+li E,7 ON _.. E. END 0. CULVERT (WHERE TEE FLOW ENTERS fir€E CULVERT). '. H AT TT T' : I Df Tl CUL Vf RI MAY - r. T "R SQUARE LAL1yJAj, THE vuTD1 FIAT 1E DE IT HER V EOCE OR UE E0. LJ6E A. ON SHALLOW FILLS, WOERE EN'OWALLS ARE k OR LESS BEGIN SHOULDER LINE THE TO OF THE r,W 5 E DONS RVf'.TED PAZ? LE TO T'H. ORA)E ,"R 1HE 'CAD £N ..ALL HALL. 6.. AL £ 4. 3;:"' CHAPTER VI BE PROVIOED ON ALL EDGES AT MANUFACTURER'S DIATOM, EW °TA FOR UR ELLIPTiCAL PI PE SIZE OF ELUFHCAL PPE CULVERT C IMAM MSCN !3•.. �. 6I 2} xi }9 5' 34•'x22 38x2 #2: 27 #a x3B 49 2 53'x3d' A 0' -d" ,,_T, '._".� 0" -7T' D i' T -fl" D `-C" O 11-11, I_', -6' ' -8" 4" ' -10" ,!'v TREATED S'ItiE BLOCK /' IT' C E 8' il'" 2 '- A 4m 2 -5" 2 -7" 2 8 2' °4' D 1 -2"• 1 T• 1140'N V704* 2 }' 2.5 2 O 2' -10" }" 0 -8" 6.. D-9 0 .. 0 9" 0 -4' O D VY' I' H X-1011 3 _3 . 3, -7. 3 -H„ 4 _O•, 4'-2' 4'-5" #.. -7" L 51.1,1 1_2AI 81 _8,. 9,_2,A lu-2A, 10._11.. 12._11I 12;_11, . S N' 2 & Y, -1O yA -2A" 3A.S„ 3, -4„ 41-1.' q: -g,. N] O- 2�f1:'° C "SIt" D' -SIT.. O -d' O'- d!!r," O 4) ' D -5 0;'_.S t) 0'_2" 0 21 /e° 0' -9 O`-3^ 0�3!/a` 0 -3_y 0 d" tY -dlf¢" (LIOND YARDS OF CONCRETE CONS PILL 1 0.502 1 6.853 1 1.236 I 1_SDO I 1.811 2.157 2 572 21Sri FKATIOH ERCNDE STANDARD ENDWALL FOR PIPE CULVERTS XvEx�,- ROAD AND BNI),^,.E STANDAR05 IDS 12" - 36" CIRCULAR AND 23" x 14" - 33" x 34" ELLIPTICAL PIPES REVISION DATE sX�T 1 F 1 302 VIRG1N1A N)£PARTMENT OF TRN4:PORTATION 101,93 47T7�7:, !3•.. �. 6I f5R -2. PA ,,, H,' 1 __ 1 SET TREE PLUMB PRIOR TO STAKING. �_ I - � 11P '.NB" BOLT BACKFILL TO TERMINATE- 3'a'HALE -- _ - - Y� - � ' - �. � .. NIT - ...L.. -1. „ , 1 �. ? H +. 1 TR'E9TEU ., ._ _.... -.._1 6 �Et xiII" " HCLE a �- �.' PINE BLOCK •R ,��__- E' REC"..LED Y•fATEP.IAL. ,!'v TREATED S'ItiE BLOCK a 1-1 STEEL 'CD p >4' - r?R yaA, � ,� RED I'CLED MATERIAL Cc IvCN NaL SEE NOTE s. S" WIDE BL K -T crc OU - EDR. USE WHEN REPARINNa AIA}NAGED 6IJN Jk!NL E "r9 ,, t,,,, THEIFO rn Z CO'YTANiING STEEL OLaC 0LT.5, PEE BLO,rk THAN 1" DEPTH AT TRUNK AND TAPERING UP TO A DEPTH OF �" BLOCKOUT FOR MAINTENANCE rNEATE.. SGJTHERN N "IRE --'- `- -- - T ^� 3 REPAIR ONLY LESS THAN ,; C,I; THEN TAPER TO PROPOSED D - . I 1" Jp" HOLE- FINISHED GRADE � 6x8 WOOD POST ` ., � � 1Va "`�4`- 9 xl 2' TNE„-TEC %11 RIME BLOCK, S7CNTN6 THE SIT FO5T IS FOR USE ATE THE Ai" WIDE gL��K�i(�r 11-11. POET _ NhRDR, -AIL RE'TJIfiEd ' S1A DAA,r 6'Y; IP TYRE AFAR WHERE � R ELIFIE EY THE DICINEE2 h THE �N\ PLAN ,I H fiy N., MA �., - TREE GUYING DETAIL CONSISTS �\ DETAIL A °� >. . A FDA NAY HE HOT ROLLED U, 'I , P FLIED HOLE �-- E.. LEA I I GUARDRAIL INSTALLATION -- fI SITES REQUIRING LONGER a = GUARDRAIL POSTS %� \ %�::'i`. °: ROOTBALL �\ , REFER TO TREE +{I - II .o`ye'z IO" INLLT 8 II N litti TREATS �::'INE w F. ALL BOLTS NUTS WASHERS MP " R sTHE i _- - - - - y'{`� - l- 11_ I OLi7IN OR II PECV CLEF II MATERIAL II STEEL ITEMS .17E TG BE C'ALVANIEED S. ALTERNATE TYPE Pt} TS N`.% 9L0 ATG +JT MAY 5E INTERCHANGED ON AN( OvE PI.OJECT WITH - T- T- II YN5xfl.5 F.,R X: 116x9 � THE ,ESTIRICTI!NIV THAT THE 1PME T : 'E '.}F POST AHD BLOCNOUT MUST HE USER NN. ANY �Ay II - 514, I E RON OF IJANDRAIL. r - _- .t, _ II OPTIa1.NAL HC.LE - 3, FC! RETAILS OF CUARDRAIL ELE,FENT ALICE �4 II TO FACILITATE .i A GALVANIZING. N - JOINT HARDWARE ETC. SEE SHEET ERE, _'C-,.ON AND 0502.. -_.:1 - HOES ✓ A'Ir.j-- _ lI If 4, DRIVE H AR TT OJOF QL0 WITHIN X OF THE Tv" DID INS TLL OF aLiEGX';UT AFTER ?,y" K t0 �J H° .: ,,I N'�'1 I.,�"..I • POSTS HOLES r E75 Nb LIZ 31. kETS TO 9E �" pIA B`LT IS Iti STALLEN7 CRT POST STEEL POST O uPECIFICATIJH vaN DF THE - NiIUM. L 3E1LEL' AND SIt. -tiEL Gti ANYIN.� a. ON FILE Fie THE CENTttAL OFFICE. `JC7OT .REFERENCE STANDARD BLOCKED -OUT W -BEAM GUARDRAIL ft4M AYJG Onl4 E ST4.'+L1A'k' -,}5 BURLAP ROOTBALL WRAPPING ACCEPTABLE TOPSOIL 221 2 <6 (STRONG POST SYSTEM, POST AND BLOCKOUT DETAILS) RE11 1 N SATE HEET a 1NF z 505 VIRGI41A , EPARTME4T OF TRANSPOPTATION D91:A 501.93 2" SM -9.5A SURFACE COURSE 2" BM -25 SUBBASE COURSE 10" COMPAC AGGREGATE B COURSE, VDOT # COMPACTE SUBGRACI_ DRIVE AISLE PAVEMENT DRIVE AISLES & LOADING SPACE NO SCALE RAIL POSTS 4' O.C. TOP OF RAILING MIN TOP OF WALL POST CONC. FOOTER 42" SITE GRADE RA. IL I. 1. . .w SITE WALL 2" SQUARE GATE RAIL POSTS SHALL BE 4' O.C. POST (TYP.) FENCE RAIL GAPS SHALL HAVE A 4" MAX. MAX. GAP OF 4" & TOP OF RAIL GAP AT WALKING SURFACE SHALL BE I A MIN. OF S -6" IN HEIGHT. I %" SQUARE FOREST 4" MAX. GREEN ALUMINUM GAP PICKET (TYP.) NOTE: HANDRAILS SHALL COMPLY WITH ALL CURRENT VIRGINIA BUILDING CODE REGULATIONS. 1 N" x 0.70" ALUMINUM FOREST GREEN TOP RAILING (TYP.) 1 NO v-1" SQUARE FOREST GREEN ALUMINUM SIDE WALLS TYP. NOTES: TOP OF RETAINING WALL. IF A 1. GUARDRAILS ARE REQUIRED FOR DECKS, PORCHES & WALLS ELEVATED MORE Q C SEGMENTAL BLOCK WALL IS USED IT THAN 30 " IN HEIGHT. GUARDRAILS MUST BE A MINIMUM OF 42" TALL. SHALL INCLUDE A CEO -TE H. C FASTENERS SHALL STAINLESS S 2. N LL BE POWDER COATED #10 TEFL THROUGHOUT. REINFORCEMENT. FENCE POSTS SHALL 3. ALL WORK SHALL COMPLY WITH VIRGINIA UNIFORM STATEWIDE BUILDING ODE. - C GC PENETRATE 1ST LAYER OF GEO GRID. 4. PLANS APPROVED FOR PERMIT SUBJECT TO APPROVAL OF CONSTRUCTION. 5. RAILING SHALL WITHSTAND A CONCENTRATED LOAD OF 350 +Ibs AT A MINIMUM. 6. ALUMINUM ALLOY SHALL WITHSTAND A MINIMUM PRESSURE OF 35,000psi THROUGHOUT 7. PICKET SPACING SHALL BE 3 %" WIDE. 8. CONTRACTOR MAY ELECT TO INSTALL A SIMILAR FENCE PROVIDED IT MEETS ALL CURRENT COUNTY, STATE, & INTERNATIONAL BUILDING CODE REGULATIONS AND GUIDELINES. SCHP C 161 OF Rff TWINING Ar4LL RAIL DETAIL NOT TO SCALE 2.5" SM -9. SURFACE (OUR 6" COME AGGREGA TE COURSE, VDO COMPAC SUBGRF -,L„ INVENTORY PARKING PAVEMENT PARKING SPACES NO SCALE PA V/EMEN T 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AG G RE GATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 1 0, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, //, OR 1/l PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE HE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH TEMPLATE AND ACTION BEFORE SURFACE TREA TMENT IS APPLIED. ' ' COMPACTION 7. PRIME COAT MUST BE APPLIED TO BASE MA TER( AL PRIOR TO PLACEMENT OF ASP HAL T (PRIME COAT RC -250 @ 0.3 GAL. /SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. 9. ENCROACHMENT- POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. L Y THOSE OSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WA Y. GRADING 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS S HALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETA TION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRI VA TE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT OR AN APPROVED VDOT PIPE MATERIAL. 2. STANDARD UNDERDRAINS (CD -1 OR CD -2 OR UD -4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR FINAL SITE PLANS 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 permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. J. 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 (horizontal: vertical). Where reasonably obtainable, lesser slopes of J. 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. Ali 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 /I All excavation for underground pipe installation m �� 7� ro�� � SCOTT R. COLLINS �Z Lic. No. 035791,'h, z O L r cu � Z n ul) ca un o z a " un Lu z W I-' N W w Ln W -1 0 Q N ';I- NJ 17���: � �,�iil :01I::: l. III: : l:1 Z l7 Z W ul Z J J 0 U ZONAL E m _ p%__ co M N 4 1 O 0) N (N W J '> U) W H 0 Q U 1 W D U) Fail /'W I..V U) iII- uj ILL IZ Q 0 O N z Q (1. W F__1 /` I--I [--u II.-IIIIIIIIii z P //I W H-q W 0- 0 ct Q V V ) J_ Q W 0 6 L / uj 0 z W J I- f- F- u I­_ In W Of m Lu CL Ln JOB NO. 142103 SCALE AS SHOWN SHEET NO. 6 �i NOTES: 1 __ 1 SET TREE PLUMB PRIOR TO STAKING. 2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DCAD BROKEN BRANCHES AND SHALL BE PERFORMED UNDER BACKFILL TO TERMINATE- THE SUPERVISION OF THE LANDSCAPE ARCHITECT. THE AT TOP OUTSIDE LIMITS OF ROOTBALL REFER TO TREE 3, DO NOT ALLOW AIR POCKETS TO FORM WHILE BACKFILLING. STAKING DETAIL ADD MULCH OVERTOP OF " 4, IMMEDIATELY SOAK PLANT WITH WATER, ROOTBALL AND PLANTING PIT LIMITS, BEGINNING AT NO MORE 5, SEE IRRIGATION PLANS /DETAILS /SPECIFICATIONS AS THEY RELATE TO THIS INSTALLATION. THAN 1" DEPTH AT TRUNK AND TAPERING UP TO A DEPTH OF 3" AT PLANTING ?IT LIMITS, THEN TAPER TO PROPOSED FINISHED GRADE � 1" VAIRI S �- TYP. - TREE GUYING DETAIL CONSISTS �\ W666 OF 2 GUYS,SET 120' AROUND '- /�� PLANT PIT ON "UPHILL" SIDE ' SPECIMEN SHRUB --� '��- -^ _\ :I i 1 �\ �.: -nt' \% (AS SPECIFIED ON DRAWINGS) \ �\ �'" [_ ENTREHARDEAETO BEND %� \ %�::'i`. °: ROOTBALL �\ , REFER TO TREE - REFER TO TREE r STAKING DETAIL _ `�-- 1�\ MULCHED , �� �,I STAKING DETAIL : - COMPACT EXCAVATED SOIL TO FORM ROOTBALL PIT i� - -L" �- 1 , ���' - BACKRLL WITH CULTIVATED, CUT AWAY ALL WIRE BASKETS ��f,������ // ��� ORI IXCAVASOIL ROM PLANTIF IF I AND /OR NON- BIODEGRADABLE TRENCH EDGE AROUND ENTIRE AREA TO BE ON DOWNHILL SIDE OF TREE r \\� 4" ROOTBALL WRAPPING AFTER EXCAVATED MATERIAL IS NOT FINAL TREE PLACEMENT. MULCHED MIN. LOOSE, SUBSTITUTE WITH BURLAP ROOTBALL WRAPPING ACCEPTABLE TOPSOIL ZZ JJ REFER TO ROOTBALL PIT DETAIL TRENCH EDGE AROUND //\ \7 ENTIRE AREA TO BE ���� / :• ; ` MULCHED •,�\ ��\ :;:;.. ;.•, ,_ '�` {III {IIHEhi= . ,.,..,•. '.:.:' IlIIi =Mil -:': {.._!_': •:'�t.IIIII ��i II =I .,,...:.. _,,... :.:•:::.::'. ". 1 - FIJI= SIP =VIII= .: IIIII__ TO BE UNTIED FROM TRUNK MATERIAL. AMEND BACKRLL AND CUT AWAY TLO A POINT PER SPECIFICATIONS. COMPACT AT LEAST 1/2 DISTAINCE DOWN BACKFILL IN LIFTS BY FOOT. ROOTBALL WATER THROUGHLY AT 1/2 \ `.......;.,..•..::' :::'::.,......•. :�/ / // /�/ '•- '': ?''• "- - \� , �i% ��� ..:':i:'i:.i'.:::': -, / \�\ . :;.`Nej :: , ;, . REFER TO ROOTBALL PIT a ;� \ •- DETAIL ;- '... 1II4 =11111:.''.::.:::::_ ROOTBALL ::- ;':- --r'III� - - -I ii° -'- - - =1111 _ {I i1= DEPTH. SCARIFY BASE OF PLANT PIT WHEN EXCAVATING PIT. BREAK :- %�\ :' "1'... -..': :;: `i:;`\ /�� i � \%i ::: :,- * :-:;= :..- '... -..:: 1 =IIIII _ ii- _� Iilli�i r - RETURN AND COMPACT LOOSE THROUGH AND LIOOSEN ALI EXCAVATED MATERIAL TO / \ \, . .. .. ..;, 1. . ;.::�. f �� •...• •• ' -: \ \� �� ROOTBALL \� \, -. ;\ ! D/i \ \ -, /, _ _ _ _� IIIII_II - - - ---= (IIII_IIII _ - = - - - - - -- - = II {V=III(( =1I {II IIIII =II IIIII =II I1= IIIi= (iII =II Ii` HARDPAN R[ H (REMOVE AS PLANT PIT TO ESTABLISHED NECESSP.RY TO F= ACILITATE PROPER DEPTH PRIOR TO /� `� / / �' \� ' :` \�j .. \ \\\ iI1�IIIII= I =IIIII= 1 {Ii =IIIi= IIIII= (OIL =INII= DRAINAGE( PLANT PLACEMENT \\ \ \ \ \�� \ //j �j j\ / / \ /j� j \j \ \j \j \\ �\\ \ \ V- 1111(IIIIIIi. 11111�IUn_ /\ \� \ NOIES: / / /� / /�I /j�����j� /i\ \� \�\�� �` AV�� �� 1. NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATION WHERE_ SOIL CHARACTERISTICS ARE NOT NO TES: NOTES: REFER TO ROOTBALL PIT- AGREEABLE TO THESE PLANTING CRITERIA OR WHERE CONDITIONS RAISE CONCERNS IN 1, SET TREE PLUMB PRIOR TO STAKING. 1. SET TREE PLUMB PRIOR TO STAKING DETAIL TERMS OF PLANT SURVIVABILITY OR WARRANTY. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND 2, AI_I_ PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND 2, CONTRACTOR T(0 NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, OR INCURRED DIURING, PLANTING PROCESS. 2. SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT, SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITEC L ) TREE PLANTING " (� TREE PLANTING ON SLOPE U10 � SHRUB PLANTING LU.AR, n ROOT PIT o -n, �2 SECTION N.T.S. 12 SECTION N.T.S. 12 SECTION N.T.S. 12 SECTION N.T,S. 2" SM -9.5A SURFACE COURSE 2" BM -25 SUBBASE COURSE 10" COMPAC AGGREGATE B COURSE, VDOT # COMPACTE SUBGRACI_ DRIVE AISLE PAVEMENT DRIVE AISLES & LOADING SPACE NO SCALE RAIL POSTS 4' O.C. TOP OF RAILING MIN TOP OF WALL POST CONC. FOOTER 42" SITE GRADE RA. IL I. 1. . .w SITE WALL 2" SQUARE GATE RAIL POSTS SHALL BE 4' O.C. POST (TYP.) FENCE RAIL GAPS SHALL HAVE A 4" MAX. MAX. GAP OF 4" & TOP OF RAIL GAP AT WALKING SURFACE SHALL BE I A MIN. OF S -6" IN HEIGHT. I %" SQUARE FOREST 4" MAX. GREEN ALUMINUM GAP PICKET (TYP.) NOTE: HANDRAILS SHALL COMPLY WITH ALL CURRENT VIRGINIA BUILDING CODE REGULATIONS. 1 N" x 0.70" ALUMINUM FOREST GREEN TOP RAILING (TYP.) 1 NO v-1" SQUARE FOREST GREEN ALUMINUM SIDE WALLS TYP. NOTES: TOP OF RETAINING WALL. IF A 1. GUARDRAILS ARE REQUIRED FOR DECKS, PORCHES & WALLS ELEVATED MORE Q C SEGMENTAL BLOCK WALL IS USED IT THAN 30 " IN HEIGHT. GUARDRAILS MUST BE A MINIMUM OF 42" TALL. SHALL INCLUDE A CEO -TE H. C FASTENERS SHALL STAINLESS S 2. N LL BE POWDER COATED #10 TEFL THROUGHOUT. REINFORCEMENT. FENCE POSTS SHALL 3. ALL WORK SHALL COMPLY WITH VIRGINIA UNIFORM STATEWIDE BUILDING ODE. - C GC PENETRATE 1ST LAYER OF GEO GRID. 4. PLANS APPROVED FOR PERMIT SUBJECT TO APPROVAL OF CONSTRUCTION. 5. RAILING SHALL WITHSTAND A CONCENTRATED LOAD OF 350 +Ibs AT A MINIMUM. 6. ALUMINUM ALLOY SHALL WITHSTAND A MINIMUM PRESSURE OF 35,000psi THROUGHOUT 7. PICKET SPACING SHALL BE 3 %" WIDE. 8. CONTRACTOR MAY ELECT TO INSTALL A SIMILAR FENCE PROVIDED IT MEETS ALL CURRENT COUNTY, STATE, & INTERNATIONAL BUILDING CODE REGULATIONS AND GUIDELINES. SCHP C 161 OF Rff TWINING Ar4LL RAIL DETAIL NOT TO SCALE 2.5" SM -9. SURFACE (OUR 6" COME AGGREGA TE COURSE, VDO COMPAC SUBGRF -,L„ INVENTORY PARKING PAVEMENT PARKING SPACES NO SCALE PA V/EMEN T 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AG G RE GATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 1 0, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, //, OR 1/l PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE HE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH TEMPLATE AND ACTION BEFORE SURFACE TREA TMENT IS APPLIED. ' ' COMPACTION 7. PRIME COAT MUST BE APPLIED TO BASE MA TER( AL PRIOR TO PLACEMENT OF ASP HAL T (PRIME COAT RC -250 @ 0.3 GAL. /SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. 9. ENCROACHMENT- POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. L Y THOSE OSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WA Y. GRADING 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS S HALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETA TION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRI VA TE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT OR AN APPROVED VDOT PIPE MATERIAL. 2. STANDARD UNDERDRAINS (CD -1 OR CD -2 OR UD -4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR FINAL SITE PLANS 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 permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. J. 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 (horizontal: vertical). Where reasonably obtainable, lesser slopes of J. 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. Ali 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 /I All excavation for underground pipe installation m �� 7� ro�� � SCOTT R. COLLINS �Z Lic. No. 035791,'h, z O L r cu � Z n ul) ca un o z a " un Lu z W I-' N W w Ln W -1 0 Q N ';I- NJ 17���: � �,�iil :01I::: l. III: : l:1 Z l7 Z W ul Z J J 0 U ZONAL E m _ p%__ co M N 4 1 O 0) N (N W J '> U) W H 0 Q U 1 W D U) Fail /'W I..V U) iII- uj ILL IZ Q 0 O N z Q (1. W F__1 /` I--I [--u II.-IIIIIIIIii z P //I W H-q W 0- 0 ct Q V V ) J_ Q W 0 6 L / uj 0 z W J I- f- F- u I­_ In W Of m Lu CL Ln JOB NO. 142103 SCALE AS SHOWN SHEET NO. 6 DRAINAGE PLAN' (SCALE 1 " =50) ° f r r s f , ,/ % µ STR 6:: 32 ac. -' - - -- < 4 EL EV. 5' -- _- - _ , -- - BERKMAR 'ORW - -- (VAR. WIDTH PUBLIC R/W)j� -� -- i7� r 1 �s p g�`� N ,^ 13 V M 11 ", �r Z�1 3$ Cy, t - PIPE DESIGN OU "I LET WATE SURFACEELfiV PIPE INFORMATION D Q ZW S it I .I UNCTION LO SS V H Q V Q *V V /2g H ANGLE Ho H 1.311 .SH i FINAL H INLET WAFER SURFACL ELEV. INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) INVERT OUT ✓�� I it `a a 7.25 Intensity 4.00 (Intensity is 4 in /hr for spread, and 6.5 in /hr for Intensity 4.00 (Intensity is 4 in /hr for spread, and 6.5 in /hr for capacity a � ly� CG-2 Mannin s Coefficient, n is 0.013 524.02 VDOT STD. IS -1 REQ'D Intensity 6.50 (Intensity is 4 in /hr for spread, and 6.5 in /hr for capacity and depth) 2 519.75 519.10 RCP3 1 Mannin s Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter 27 n = 0.013 for RCP 0.41 n = 0.01 for HDPE Inlet Hydrology ►d. Mannin s Coefficient, n is 0.013 r� 494.46 506.45 15 Pipe Inlet w 0� WON Hydrology Hydroloff Curb and Gutter 8 Inlet Inlet Hydrology Pipe Curb and Gutter 8 G v U Inlet 15 01 0.86% 515.75 U RCP3 0 w N N N C CL .-. �, a 0 to •O C N N (V ^ L O N O L41 U N a) 514.28 74.53 O N ° 0.001 N -' - - -- < 4 EL EV. 5' -- _- - _ , -- - BERKMAR 'ORW - -- (VAR. WIDTH PUBLIC R/W)j� -� -- i7� r 1 �s p g�`� N ,^ 13 V M 11 ", �r Z�1 3$ Cy, t - PIPE DESIGN OU "I LET WATE SURFACEELfiV PIPE INFORMATION D Q ZW S H I .I UNCTION LO SS V H Q V Q *V V /2g H ANGLE Ho H 1.311 .SH i FINAL H INLET WAFER SURFACL ELEV. INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) INVERT OUT 493.00 34.84 Intensity 6.50 (Intensity is 4 in /hr for spread, and 6.5 in /hr for capacity and depth) 7.25 Intensity 4.00 (Intensity is 4 in /hr for spread, and 6.5 in /hr for Intensity 4.00 (Intensity is 4 in /hr for spread, and 6.5 in /hr for capacity and depth) DI -3C CG-2 Mannin s Coefficient, n is 0.013 524.02 VDOT STD. IS -1 REQ'D Intensity 6.50 (Intensity is 4 in /hr for spread, and 6.5 in /hr for capacity and depth) 2 519.75 519.10 RCP3 1 Mannin s Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter 27 n = 0.013 for RCP 0.41 n = 0.01 for HDPE Inlet Hydrology 2.04 Mannin s Coefficient, n is 0.013 Curb and Gutter 494.46 506.45 15 Pipe Inlet w 3.09 Inlet Hydrology Hydroloff Curb and Gutter 8 Inlet Inlet Hydrology Pipe Curb and Gutter 8 G v U Inlet 15 01 0.86% 515.75 U RCP3 0 w N N N C CL .-. �, a 0 to •O C N N (V ^ L O N O L41 U N a) 514.28 74.53 O N ° 0.001 N o N x N W N 2 N 0 c a U ° 6 N 20 FIELD FIT N C, O N E ij. aci B a 5 C N N Sw ul m U rn v 4 170 0 N N a N 3 7 U O N J2 c O X 0 LO .Q U) `� x OU N m O 0 C o d O) O O > 3 0 Cl N -O v - n U m 0 L O C 0) O. O) N 0 �-' N 7i 0 to .0 22 U m O - L O C -4 m m 0 O 0 3 U 0.99 0.90 0.891 5.79 a r m n a > Y c N �, v o o ° o '3 U U m E W° U r m O m m C 2, c m, ° � N m x w Q ° N -o 3 m I m m N w O - i- o N C c c .@ ° 3 m g 0 U 3.56 ( d m x 0) 5 a 3 m C C O WE m o Q .a - 0.1463 X 3 3 N 0.00 L N E m G O `L. D C U) N O 0.010 L N E E Y C u) O) u) m LU -o -o F O d > -j Q U U G3 C7 5d co rn 3� u) u) 0 0.208 O 0.00 0 left 0.03 0.60 0.018 O 0.00 0.005 w 2.0 o C 4.1500 2.83 0.83 C 10 8 3B left 0.03 0.60 0.018 0.12 y C > a)) 9 E 2.0 0.083 4.1500 3.40 0.98 > 0.1463 o ca E U) W 0.138 Q 1 0.00 0.55 Q U 1 0.02 Q 1 0.083 F- 1 6.08 0.82 right 1 0.23 1 0.60 1 0.138 J G (6 1 0.0050 1 0.02 LL 0.083 > 71.29 LL 0.00 Pipe run: 12 - OUT 14 1 313 1 12.0 0.64 1 0.60 1 0.384 1 1.54 1 0.00 combined flow 0.62 3 1 0.02 1 2.0 1 0.083 1 4.1500 1 6.70 combined flow 1.01 1 1 0.1356 9.71 1.24 1.24 STIR 12 F DI -3C 6.0 0.09 0.202 4.64 STIR 12 DI -3C 6.0 12 .280 F 10 0.26 0.60 0.156 0.156 10.00 5.37 0.84 0.84 519.75 519.10 37.9 0.01 0.0167 15 8.35 4.31 0.15 10 8 0.09 0.90 0.081 0.237 10.15 5.34 0.43 1.27 519.00 518.85 29.0 0.01 0.0086 15 5.99 3.86 0.13 8 6 0.08 0.90 0.072 0.309 10.27 5.32 0.38 1.64 515.75 515.50 29.0 0.01 0.0086 15 5.99 4.12 0.12 6 4 0.32 0.65 0.208 0.517 13.00 4.84 1.01 2.50 515.40 513.28 74.5 0.01 0.0284 15 10.89 7.13 0.17 4 1 2 0.14 0.90 0.126 0.643 13.17 1 4.81 0.61 3.09 513.18 501.00 298.1 1 0.01 I 0.0409 15 13.06 8.70 0.57 2 OUT 0.99 0.90 0.891 1.534 13.75 4.72 4.21 7.25 497.00 1 492.00 1 34.8 1 0.01 1 0.1435 1 15 24.47 1 17.30 1 0.03 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) OU "I LET WATE SURFACEELfiV PIPE INFORMATION D Q ZW S H I .I UNCTION LO SS V H Q V Q *V V /2g H ANGLE Ho H 1.311 .SH i FINAL H INLET WAFER SURFACL ELEV. INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) INVERT OUT 493.00 34.84 Intensity 6.50 (Intensity is 4 in /hr for spread, and 6.5 in /hr for capacity and depth) 7.25 Intensity 4.00 (Intensity is 4 in /hr for spread, and 6.5 in /hr for Intensity 4.00 (Intensity is 4 in /hr for spread, and 6.5 in /hr for capacity and depth) DI -3C CG-2 Mannin s Coefficient, n is 0.013 524.02 VDOT STD. IS -1 REQ'D Intensity 6.50 (Intensity is 4 in /hr for spread, and 6.5 in /hr for capacity and depth) 2 519.75 519.10 RCP3 1 Mannin s Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter 27 1.2 0.41 0 Inlet Hydrology 2.04 Mannin s Coefficient, n is 0.013 Curb and Gutter 494.46 506.45 15 502.00 Inlet w 3.09 Inlet Hydrology a Curb and Gutter 8 Inlet Inlet Hydrology c Curb and Gutter 8 G v U Inlet 15 01 0.86% 515.75 U RCP3 0 w N N N C CL .-. �, a 0 to •O C N N (V ^ L O N O L41 U N a) 514.28 74.53 O N ° 0.001 N o N x N W N 2 N 0 c a o > o ° 6 m 20 FIELD FIT N C, O N E ij. aci B a 5 C N N Sw ul m U rn v 4 170 0 N N a N 3 C m N J2 c cu X 0 LO .Q U) `� x O N m O 0 C o d O) O O > 3 0 Cl N -O v - n U m 0 L O C 0) O. O) N 0 �-' N 7i Ol to .0 22 U m O - L O C -4 m m 0 O 0 3 U 0.99 0.90 0.891 5.79 a r m � a > Y c N �, v o o a o '3 U O I- W° n r m O m m C 2, c m, ° � T N m x N a ° N -o 3 m I m m m w O - i- o N C c c .@ ° 3 m g 0 U 3.56 m m d m x a 5 a 3 m L °' m C O WE m o Q .a - 0.1463 X 3 3 N d 0.00 L N E m G O `L. D N p) O) U) N 0.50 0.010 L N E a > - Q U U 0 a 0 rn u) cn u) I- LU -o -o F 0.50 d > -j Q U U G3 C7 5d co rn 3� u) u) 0.32 Lu 0.208 0.83 0.00 0.83 left 0.03 0.60 0.018 0.07 0.00 0.07 0.005 0.02 2.0 0.083 4.1500 2.83 0.99 0.83 0.00 10 8 3B left 0.03 0.60 0.018 0.12 0.00 0.12 0.0050 0.02 2.0 0.083 4.1500 3.40 0.98 3.5120 0.1463 0.1649 5.40 ght 0.23 0.60 0.138 1 0.55 1 0.00 0.55 0.005 1 0.02 1 2.0 1 0.083 1 4.1500 1 6.08 0.82 right 1 0.23 1 0.60 1 0.138 1 0.90 1 0.00 1 0.90 1 0.0050 1 0.02 1 2.0 0.083 1 4.1500 71.29 1 0.73 0.00 0.15 14 1 313 1 12.0 0.64 1 0.60 1 0.384 1 1.54 1 0.00 combined flow 0.62 3 1 0.02 1 2.0 1 0.083 1 4.1500 1 6.70 combined flow 1.01 1 1 0.1356 9.71 1.24 1.24 STIR 12 F DI -3C 6.0 0.09 0.202 4.64 STIR 12 DI -3C 6.0 1 0.13 7EO .280 F 6.41 - Tor Inlets Qralning to STOrmwater management TaCIIIUes, the u.51n /nr cnecK storm will sUTTICe Tor ine iuyr conveyance to Ine Taciuves NOTE: Inlet size for structures determined by overland flow. Pipes have been sized to include overland flow as well as yard inlet and roof drain drainage areas. - tor inlets draining to stormwater management facilities, the 6.5in /hr check storm will suffice for the 10yr conveyance to the facilities NOTE: Inlet size for structures determined by overland flow. Pipes have been sized to include overland flow as well as yard inllet and roof drain drainage areas. 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 5 +00 5 +50 6 +00 6 +50 6 +75 STR 12, -OUT 5 0 5 10 FE VCR TIC A SC ALE: 1 " =5' 50 O 50 100 FE HORIZONTAL SCALE: 1"-50' INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) OU "I LET WATE SURFACEELfiV PIPE INFORMATION D Q ZW S H I .I UNCTION LO SS V H Q V Q *V V /2g H ANGLE Ho H 1.311 .SH i FINAL H INLET WAFER SURFACL ELEV. RIM ELEV INVERT OUT 493.00 34.84 Intensity 6.50 (Intensity is 4 in /hr for spread, and 6.5 in /hr for capacity and depth) 7.25 Intensity 4.00 (Intensity is 4 in /hr for spread, and 6.5 in /hr for capacity and depth) 1.2 DI -3C CG-2 Mannin s Coefficient, n is 0.013 524.02 VDOT STD. IS -1 REQ'D 11 Mannin s Coefficient, n is 0.013 37.88 2 519.75 519.10 RCP3 1 Inlet Hydrology Curb and Gutter 27 1.2 0.41 0 Inlet Hydrology 2.04 1.02 Curb and Gutter 494.46 506.45 15 502.00 Inlet w 3.09 0.002 0.68 a X0.3 8 U c CG-2 8 G v U 7 15 01 0.86% 515.75 U RCP3 0 w N N N C CL .-. �, a 0 to •O C N N (V ^ L O N O L41 U N a) 514.28 74.53 O N ° 0.001 N o N x N W N 2 N 0 c a o > o ° 6 m 20 FIELD FIT VDOT STD. IS -1 II 3 E 34.84 aci B a > N N Sw c a U rn v 4 170 0 o v U '3 0.62 a 0.42 3 r m N J2 c o X .n LO U) `� x C O N 0 O 12 Q � m 3 0 0' o m °- 3 m a a) - C � Z x - n o E m n (1) U) 3: U) 0) I= o m o N 0 Y 0 O U .-. 522.00 0) 101 U) fp 2 36 II 3 0.99 0.90 0.891 5.79 0.00 5.79 0.035 a > ¢ v C1 C7 d 0.083 Fri in 3 cn cn I- W° 0.1049 En <n �j 5.16 Li 0 0 4 2 313 20.0 0.99 0.90 0.891 3.56 0.00 3.56 0.035 2.0 0.020 2.(0 0.083 4.1500 8.49 0.66 3.5120 0.1463 0.1166 17.17 1.16 1.00 3.56 0.00 6 4 3B 6.0 0.14 0.90 0.126 0.50 0.00 0.50 0.010 2.0 0.020 2.0 0.083 4.1500 5.16 0.89 3.5120 0.1463 0.1502 4.45 1.35 1.00 0.50 0.00 8 6 3B 12.0 0.32 0.65 0.208 0.83 0.00 0.83 0.050 2.0 0.020 2.10 0.083 4.1500 4.60 0.90 3.5120 0.1463 0.1517 8.86 1.35 1.00 0.83 0.00 10 8 3B 8.0 0.08 0.90 0.072 0.29 0.00 0.29 0.650 0.020 2.0 0.083 4.1500 3.09 0.99 3.5120 0.1463 0.1649 5.40 1.48 1.00 0.29 0.00 10 3B 6.0 0.09 0.90 0.081 0.32 0.00 0.32 0.03 0.02 2.10 0.083 4.1500 3.56 0.97 3.5120 0.1463 0.1619 4.92 1.22 1.00 0.32 0.00 0.15 14 1 313 1 12.0 0.64 1 0.60 1 0.384 1 1.54 1 0.00 1 1.54 1 0.0 3 1 0.02 1 2.0 1 0.083 1 4.1500 1 6.70 1 0.79 3.5120 0.1463 1 0.1356 9.71 1.24 1.24 1.90 -0.36 - for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in /hr rn lD E CT INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) OU "I LET WATE SURFACEELfiV PIPE INFORMATION D Q ZW S H I .I UNCTION LO SS V H Q V Q *V V /2g H ANGLE Ho H 1.311 .SH i FINAL H INLET WAFER SURFACL ELEV. RIM ELEV INVERT OUT 493.00 34.84 Intensity 6.50 (Intensity is 4 in /hr for spread, and 6.5 in /hr for capacity and depth) 7.25 0.013 0.44 17.3 1.2 DI -3C CG-2 Mannin s Coefficient, n is 0.013 524.02 VDOT STD. IS -1 REQ'D 11 15 37.88 2 519.75 519.10 RCP3 1 Inlet Hydrology Curb and Gutter 27 1.2 0.41 0 Inlet 1.57 2.04 1.02 1.46 494.46 506.45 15 502.00 298.12 w 3.09 0.002 0.68 a X0.3 8 U CL Q CG-2 8 G v U 7 15 01 0.86% 515.75 515.50 RCP3 w N N N C CL .-. �, a 0 to •O 0.8 0 N (V ^ 1.12 O N O L41 U N N 514.28 74.53 O 0 0.001 N - 10.2 N >O 0 O U U 6 20 FIELD FIT VDOT STD. IS -1 II 1 E 34.84 yc 1.6 CU N N Sw 0.3 0.09 170 0.184 _y 0.62 } x 0.42 514.70 521.62 N N J2 O O V O 7 ? O) X R LO C O N 0 O 12 Q � 0) x 3 3 0 0' 3 a) - � - n 1.3 E > ¢ 0 a a o (1) U) 3: U) 0) I= W C6 U) U) 516.72 522.00 L a 29.03 15 2 36 20.0 0.99 0.90 0.891 5.79 0.00 5.79 0.035 0.020 2.0 0.083 4.1500 10.19 0.58 3.5120 0.1463 0.1049 22.44 0.89 1 0.89 5.16 0.63 4 313 6.0 0.14 0.90 0.126 0.82 0.00 0.82 0.010 0.020 2.0 0.083 4.1500 6.19 0.80 3.5120 0.1463 0.1371 5.77 1.04 1.00 0.82 - 6 3B 12.0 0.32 0.65 0.208 1.35 0.00 1.35 0.050 0.020 2.0 0.083 4.1500 5.52 0.86 3.5120 0.1463 0.1458 11.12 1.08 1.00 1.35 0.00 100 1 0 8 3B 8.0 0.08 0.90 0.072 0.47 0.00 0.47 0.050 0.020 2.0 0.083 4.1500 3.71 0.97 3.5120 0.1463 0.1619 6.69 1.20 1.00 0.47 10 3B 6.0 0.09 0.90 0.081 0.53 0.00 0.53 0.03 0.02 2.0 0.083 4.1500 4.27 0.93 3.5120 0.1463 0.1561 6.16 0.97 1.00 0.53 - 14 313 12.0 1 0.64 1 0.60 1 0.384 1 2.50 1 0.00 2.50 0.023 0.02 2.0 0.083 4.1500 8.04 0.69 3.5120 1 0.1463 1 0.1210 12.75 1 0.94 0.94 1 2.35 0.15 Minor carryover to sag DI - for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in /hr Desietl Years 10 Proiect: CMA Job #: 44444 Prenared hv: FGM- PF INLET STATION OU "I LET WATE SURFACEELfiV PIPE INFORMATION D Q ZW S H I .I UNCTION LO SS V H Q V Q *V V /2g H ANGLE Ho H 1.311 .SH i FINAL H INLET WAFER SURFACL ELEV. RIM ELEV INVERT OUT 493.00 34.84 15 7.25 0.013 0.44 17.3 1.2 DI -3C CG-2 6 524.02 VDOT STD. IS -1 REQ'D 11 15 37.88 2 519.75 519.10 RCP3 1 3.1 8.7 27 1.2 0.41 0 0 1.57 2.04 1.02 1.46 494.46 506.45 15 502.00 298.12 15 3.09 0.002 0.68 8.7 X0.3 8 DI -3113 CG-2 8 522.00 4 7 15 29.03 0.86% 515.75 515.50 RCP3 2.5 7.1 18 0.8 0.28 101 0.553 1.12 1.46 0.73 L41 503.41 518.93 12 514.28 74.53 15 2.50 0.001 0.11 7.1 10.2 RCP3 2 6 CG-6 20 FIELD FIT VDOT STD. IS -1 II 1 15 34.84 14.35% 1.6 4.1 6.8 0.3 0.09 170 0.184 0.47 0.62 0.31 0.42 514.70 521.62 516.50 29.03 15 1.64 0.001 0.02 4.1 10.1 8 1.3 3.9 4.9 0.2 0.08 124 0.162 0.31 0.40 0.20 0.22 516.72 522.00 519.85 1 29.03 15 1.27 0.000 0.01 3.9 10.1 10 0.8 4.3 3.6 0.3 0.10 162 0.202 0.36 0.47 0.23 0.25 520.10 523.32 520.10 37.88 15 0.84 0.000 0.01 4.3 10.1 12 0.00 100 1 0 0.07 0.09 0.05 0.05 520.15 524.02 DRAINAGE DESCRIPTIONS STIR. PIPE INFORMATION INLET I NFORMATI ON NO. DIA. in. LENGTH* ft. SLOPE % INVERT IN INVERT OUT MATERIAL INLET TYPE Curb Type SLOT LENGTH RIM* ELEVATION COMMENTS 12 DI -3C CG-2 6 524.02 VDOT STD. IS -1 REQ'D 11 15 37.88 1.72% 519.75 519.10 RCP3 10 DI -3C CG -2 6 523.32 VDOT STD. IS -1 REQ'D 9 15 29.03 0.52% 519.00 518.85 RCP3 8 DI -3113 CG-2 8 522.00 VDOT STD. IS -1 REQ'D 7 15 29.03 0.86% 515.75 515.50 RCP3 6 DI -313 CG-2 12 521.62 VDOT STD. IS -1 REQ'D 5 15 74.53 2.84% 515.40 513.28 RCP3 2 DI -313 CG-6 20 FIELD FIT VDOT STD. IS -1 II 1 15 34.84 14.35% 497.00 492.00 RCP3 14 1 1 1 11 1 CG-6 12 0.00 VDOT STD. IS -1 REQ'D PARKING LOT DRIVE AISLE f �TH 0.��1 SCOTT R. COLLINSiZ Lic. No. 035791,E op, ��SSIONAL E�G1 Z O J a U Lu D Z -j Z tP O O il) W -' W ce U" W rl dr O N d' 1 Ul Z ■ t Ar 1 M M N M d' 1 N C) VJ (N N Q W J W O UjQ U 1 D U) W LU �0/ L.L_ (D 0 (N z J W V) H z W 1 W H L..L ^W M O Q U V) Z O_ Q J J Q U LU J_ LL O Z Q a- W Q Z Q i� W U W W O w 2 a to JOB NO. 142103 SCALE 1 "=5'(V) 1 "=50'(H) SHEET NO. PLANT SCHEDULE SYM BOTANICAL COMMON NAME SIZE CANOPY (si TOTAL SITE QUANTITY COVERAGE (s� TREES AR ACER RUBRUM RED MAPLE 2 1/2" cal 452 3 1,356 BN BETULA NIGRA RIVER BIRCH 10' -12' ht. 397 9 3,573 PA PLATANUSACERIFOLIA LONDON PLANETREE 21/2 "cal. 422 7 2,954 UNDERSTORY TREES CF CORNUS FLORIDA DOGWOOD 6 -7' ht. 124 13 1,612 MV MAGNOLIA VIRGINIANA SWEETBAY MAGNOLIA 6 -7' ht. 113 8 904 EVERGREEN TREES IN ILEXx'NELLIE R STEVENS' NELLIE R STEVENS HOLLY 5' -7' ht. 44 34 1,496 MG MAGNOLIA GRAN DI FLORA TITTLE GEM' LITTLE GEM MAGNOLIA 6' -8' ht. 82 12 984 SHRUBS AB ABELIA GRAN DIFLORA GLOSSY ABELIA 24" ht. min 14 39 546 FG CLETHRAALNIFOLIA SUMMERSWEETCLETHRA 24" ht. min 16 24 384 IG ILEX GLABRA'SHAMROCK' INKBERRY 24" ht. min 23 35 805 TOTAL CANOPY 14,614 CMA PROPERTIES, INC. 5 Y PARCEL ID: 04500- 00- 00 -094B -- I I D.B. 1465, PG. 169 _ , IL0.84 ACRES y - SCOTT R. COLLINS�?, I + k t I 579 Lic. No. 03 1 , -' . v APPROXIMATE NAGEO OF 10' IN- DRAI EASEMENT Sslp ��Cs ( B 1038, PG t i A. f r ,. i r � t t r ; j I APPROXIMATE CENTERLINE � LOCATION OF EXISTING 20' SEWER & WATER EASEMENT _ DB 1067, PG 396 Ae I a ^ r I' J, AUTO, LC j 1, �1. v I ; w ~