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SDP201700012 Plan - Revision Final Site Plan and Comps. 2017-05-03
GENERAL ��K~� �. 0 ���-����~0����U N OWNER: INVESTMENTS LLC 943 GLENWOOD STATION LN, SUITE 1.01 CHARL07ESVILLE, VA 22901 DEVELOPER: PIEDMONT DEVELOPMENT- GROUP 5TH 2811 HYDRAULIC ROAD CHARLOTTESVILLE, VA 23001 CONTACT: K/TlRAHROELL ENGINEER: COLLINS ENGINEERING 2OUGARRETTSTREET, SUITE K CHARLOTTESVILLE, VA220O2 CONTACT: MR. SCOTT COLLINS 434.293,3719 l7\X PARCEL #: TMP 07600-08-00-055AO, AND PORTIONS OF075M1-U0'00-OO1UO (D.B. 3580 PG. 497) &876OU-OO-OO-055cO. PROPERTY ACREAGE: TOTAL y.77ACRES (4.35ACRES TOBEDEVELOPED) ZONING: PROPERTY I8CURRENTLY ZONED HIGHWAY COMMERCIAL (WITH PROFFERS) APPROVED REZONING ZMA 75TH STREET COMMERCIAL - APPROVED SEPTEMBER 14,2O16-4.35AC(HC) INADDITION, THE PROPERTY IS LOCATED WITHIN THE FOLLOWING OVERLAY DISTRICTS: ENTRANCE CORRIDOR, FLOOD HAZARD, AND STEEP SLOPE OVERLAY DISTRICTS. A SPECIAL. USE PERMIT WAS APPROVED FOR THE PROPOSED FILL WITHIN THE FLOODPLAIN UNDER SP1999^OS9&SP2O87'UO3. PROPOSED USE: COMMERCIAL/RETAIL & DAY CARE: (SEE PROFFERS FOR ALLOWABLE USES) BLDG. BUILDING AREA: TOTAL GROSS=I7,42Osf(BUILDING A=g,50U sf; BUILDING B=9,400st BUILDING C=8,520 sf) BUILDING A&B(COMMERCIAL AND RETAU&BUILDING C(D/YCARE) TOPOGRAPHY/SURVEY. BOUNDARY & -TOPOGRAPHY SURVEY DATA PREPARED BY JOHN McNAIR & ASSOCIATES CONSULTING ENGINEERS AND MERIDIAN PLANNING GROUP, LLC MOST RECENT SURVEY, TOPOGRAPHY AND BOUNDARY INFORMATION PROVIDED TO COLLINS ENGINEERING IN MARCH 2017 THE SITE VVA5BELDVERIFlED8YCQLONSENGINEERJNGIN]ANUARYOF2O17. ,...,., ^L^,.,.^,..~ _.~E, ON NAD 83 DATUM, FLOODPLAIN INFORMATION: THIS PROPERTY IS LOCATED WITHIN THE FLOODPLAIN OMITS, ZONE 'AE', PER FEMA MAP NUMBER 51003C, PANEL 0269D. THE PROPOSED DEVELOPMENT IS LOCATED OUTSIDE OF THE LIMITS OF THE FLOODWAY IN ACCORDANCE WITH THE FEMA MAPS. ACLDMK'FSHALL 8EREVIEWED AND APPROVED BY FEMA PRIOR TO THIS FINAL SITE PLAN's APPROVAL AND THE PLACEMENT OF FILL AS SHOWN ON THE PLAN, AND A LOMR WILL BE REVIEWED AND APPROVED BY FEMA IN CONJUNCTION WITH THE COMPLETION AND CERTIFICATION OF THE PLACEMENT OF THE FILL ON THE SITE. THE BASE FLOOD ELEVATION FOR THE PROPERTY IS 383.0'. THE PROPOSED FLOODPLAIN ELEVATION (PENDING FEMA APPROVAL) IS SHOWN ON THE SITE PLAN. NOTE, ALL BUILDINGS SHALL 8ECONSTRUCTED WITH SLAB ONGRADE FOUNDATIONS. STREAM BUFFERS: THERE ARE STREAMBUFFERS LOCATE0ONTHISPW]PER7[Y.A1OO'STREAMBUFFERIGBH0VVNFORBISCUlT0JN&A100'STREAMBUFFER IBSHOWN FOR THE PROPOSED DEVELOPMENT IS OUTSIDE THE LIMITS OF THESE BUFFERS WITH THE EXCEPTION OFIMPACTS INTHE LANDWARD 50'PORI{ON0FTHEMOORESCREEKSTREAM8UFFEKINPLACES.ASEPARATEMD3GATlONPLANHAS8EENSU8MITTEDFOR REVIEW UNDER ADIFFERENT PLAN FOR THESE IMPACTS. � WATERSHED: THIS SITE IS LOCATED WITHIN THE MOORES CREEK DRAINAGE BASIN. EXISTING VEGETATION: A PORTI ON OF THE SITE HAS RECENTLY BEEN FILLED & SEEDED. THE REMAINING PORTION OF THE SITE IS PARTIALLY WOODED WITH LIGHT UNDERBRUSH. ACCESS: THE SITE WILL BE ACCESSEDVIAANEXlSTIN6INBREBS/EGRES5LOC/Q[EDOFFOFSTHSTREET.THEACCESSVVlLLBElMPROVEDVVITHTHE PROPOSED DEVELOPMENT. OPEN SPACE: NONE lSREQUIRED URPROVIDED WITH THIS PLAN. RETAINING WALLS: MAXIMUM H I EIGHT0F RETAINING VVALLSHALL8E BETWEEN R AND 8'. ANY EXCESS OVER 6' MUST BEAPPROVED BY 8YTHE COUNTY ENGINEER QN IF NECESSARY TO ESTABLISH THE WALLS FOR FLOOD PREVENTION WITHOUT REMOVING GUARDRAILS AND OTHER SAFETY REASONS. ! SIDEWALKS: PROPOSED SIDEWALKS 0/ITHAMINIMUMVYlDTH0FGFEETARESHUVVNALONG5THSTREET&VYITHINTHE DEVELOPMENT. INADDITION, A5' BIKE LANE lSPROPOSED ALONG THE FRONTAGE o, - THIS SITE. PHASING: PHASING SHALL OCCUR IN THREE PHASES. EACH PHASE SHALL ACCOMMODATE THE MINIMUM REQUIRED PARKING SPACES FOR EACH PHASE. PHASE I SHALL HAVE 61 SPACES, MEETING THE MINIMUM REQUIRED 53 SPACES. PHASE II SHALL HAVE 55 SPACES, MEETING THE MINIMUM REQUIRED 52 SPACES. PHASE III SHALL HAVE 25SPACES, MEETING THE MINIMUM REQUIRED 25 SPACES. ALSIO, ALL SITE/PEDESTRIAN PATHWAYS TDMOORESCREEK(INCUUDINGTHEPRIMD3VETRAIL&PAVEDACCESSTRAIL)SHALL8EINSTALLE0VVITHTHEBRSTPHASE.lNADDDJON,THE5TM STREET IMPROVEMENTS, INCLUDING THE TURN L -ANE MODIFICATIONS, CONCRETE SIDEWALK & BIKE LANES, SHALL BE INSTALLED AS PART OF THE PHASE IIMPROVEMENTS. UGHDNGPU*I: APARKING L0�LIGHTING PLAN IS DVCLUDEDWITH THIS PLAN SET. SETBACK & BUILDING HEIGHT R1 I ESTRICTIONS: MAXIMUM FRONT BUILDING SETBACK= 30' :AMAXIMUM FRONT SETBACK DF74' WAS APPROVED 8Y SPECIAL EXCEPTION DURING TH E REZONING OF THE PROPERTY) STEEP SLOPES: ALL STEEPS THE PROPERTY. THE IMPACTS TDTHE PRESERVED SLOPES ASSHOWN ARE PERMITTED THROUGH THE PREVIOUSLY APPROVED SPECIAL USE PERMIT AND REZONING FOR THE PROPERTY, THE IMPACTED PRESEIRVEDSLOPES SHALL BETREATED AS MANAGED SLOPES, PER THE ZONING ORDINA0CE' SIGNAGE: A SIGN MONUMENT AT THE ENTRANCE IS INCLUDED WITHIN THIS PLAN SET. HVAC:ALLOUTDOOR HVAC EQUIPMENT SHALL BE SCREENED ONTHE ROOF BEHIND PARAPETS. VI'SIBIUTYOFALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR (5THSTREET AND l-64)SHALL BEELIMINATED. THE LANDSCAPE PLAN PROVIDED IS IN ACCORDANCE WITH ALBEMARLE COUNTY CODE SECTION :32.7,9 &THE LANDSCAPING PLAN IS INCLUDED WITHIN THIS PLAN SET. STORMWATER MANAGEMENT SHALL BE COLLECTED WITHsToRm PIPE AND RELEASED INTO THEADJACENT STREAMS. THE MOORE'S CREEK OUTFALL POINT IS GREATER THAN 100 TIMES THEORAINAGE AREA FROM THIS SITE, THEREFORE, NO DETENTION IS REQUIREDWATER QUALITY SHALL BE HANDLED WITH PERVIOUS PAVERS IN THE FRONT PARKING SPACES AND THE PURCHASING OF NUTRIENT CREDITS. THE PROPOSED STORM SEWER SYSTEM AND LOCATION OF PERVIOUS PAVERS ARE SHOWWON THIS PLAN SET. PARKING REQUIRED: PARKING SHALL BE PROVIDED lNACCORDANCE WITH ALBEMARLECOUNTY CODE CHAPTER 18, SECTION 4.12.6 5.5 SPACES PER 1,000 SQUARE FEET OF GROSS FLOOR AREA FOR THE INITIAL 19,000 Sf FOR BUILDINGS A & B PHASEl-(S.5/1,UOO)x9'5O8=5I!SPACES PHASEII- (5.5/1,V0Q)x9,4U0= 52 SPACES 1SPACE /1OCHILDREN ENROLLED +1SPACE / EMPLOYEE FOR BUILDING C(DAY CARE) PHASE III- ESTIMATED 1OQCHILDREN /1D +15EMPLOYEES =JSSPACES TOTALSPACES REQUIRED =13USPACES PARKING PROVIDED: TOTAL AUTOMOBILE PARKING PROVIDED= 140PARKING SPACES &2LOADING SPACES (INCLUDES 8HCACCESSIBLE SPACES) (PHASE I-60SPACES. PHASE D-SOSPACES. PHASE DZ-21SPACES) NOTE, 1.) ADDITIONAL- PARKING HAS BEEN PROVIDED WITHIN PHASESI & II. PARKING WITHIN PHASES I & II SHALL BE CONSTRUCTED PRIOR TOTHE PARKING INPHASE III TOENSURE ADEQUATE PARKING FOR PHASE III. T��RE��lNlNGYYALLSSHALLD�CONSTRU[T�DYYITHI�PHA�E{OFTH�PRO]ECT �.) THEG��ENVVAYAND . ALL GREENWAYS SHALL BE CONSTRUCTED AND DEDICATED AS SHOWN ON THE PLAN AND IN ACCORDANCE WITH THE APPROVED PROFFERS. BUILDING HEIGHT: BEE ATTACHED ARCHITECTURAL PLANS WITH THE ARB SUBMISSION FOR PROPOSED BUILDING HEIGHTS OF THE STRUCTURES. ALL BUILD114GS ARE (1) STORY STRUCTURES, SO NO ADDITIONAL SETBACKS OR STEP BACKS ARE REQUIRED FOR THIS DEVELOPMENT. THE MAXIMUM BU|L014GHBGHT5HALLBE25'. BENCHMARK: SEE SHEET 2FOR THE LOCATION OFTHE (1) BENCHMARK ONTHE PROPERTY. SITE IMPERVIOUS AREAS: BUILDINGS - 0.63 ac. (27,5OOyf)-6G96±OFPROJECT LIMITS SIDEWALKS ' 0.14 ac. (6,225sD- 1.596± 0FPROJECT LIMITS PAVEMENT- 1.52 ac. (66,410 sU- 15.696± OF PROJECT LIMITS PAVERS- 0.11 ac. (4,700 yf)- 1.196± OFPROJECT LIMITS TOTAL PROPOSED IMPERVIOUS AREAS =2.41ac.(1O4,835y(} SITETRIPGENERATION: ADT AND ADDITIONAL TIA FOR THE DEVELOPMENT WITH REZONING (ZMA2012-0007). SEE SHEET 8 FOR THE PROPOSED TRAFFIC GENERATION FIGURES & ADT FOR THE PROPOSED USES. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR EELEVATICIN IS DIFFERENT FROM THA -r SHOWN ON THE PLANS, IF THERE APPEARS TO BE A CONFLICT, AND UPON DISCOVERY OFANY UTILITY NOT SHOWN DNTHE PLANS. NO CEMETERIES WERE FOUND DURING THE FIELD INVESTIGATION AND SURVEY TOPO AND BOUNDARY ON THE PROPERTY. hk4 4[Aiff FINAL SITE PLAN SCOTTSVILLE MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA PROJECT OVERVIEW SCALE: 1'' �� ����v ^����~��" � _ ~��� PIEDMONT DEVELOPMENT ��X��� J�������O��l�� �������8���J[l�8D�l�� ������UP /� �� � � �'� lF� � lyx-� l��ur� ���� � � ��������������.�� �������� An ���� ��r������7D r� r� ���� �������'U���JK�������8��^�'r �/�� ^�^�.��� COLLINSENGINEER ENGINEERING 200 /ETT STREET, TEET, SUITE K CHARLOTTESVILLE, 22902 434.293.3719 ��� ,���,� ~���� �� �� ��� .����� �� � K �� . �� . m=~~~ �~��° . �� �� VICINITY MAF Sheet List Table Sheet Number Sheet Title I COVER 2 EXISTING CONDITIONS & DEMOLITION PLAN 3 SITE PLAN 4 UTILITY PLAN 5 GRADING PLAN 6 PROFILES 7 DRAINAGE PLAN & CALCULATIONS 8 NOTES & DETAILS 9 NOTES & DETAILS 10 UTILITY NOTES & DETAILS 11 LANDSCAPING PLAN 12 LIGHTING PLAN 13 5th STREET IMPROVEMENTS 14 PROFFERS AND CONDITIONS 20w - TOTAL NUMBER OFSHEETS PROPOSED PAVEMENT EARTH DITCH CIL DRA INA GE PIPE BENCH MARK CLEARING LIMITS 0O7STANDARD STOP SIGN EXISTING CONTOUR PROPOSED CONTOUR ��� TC FRIP[SB] SPOT ELEVATION ��0_6.;��' 7B[ DENOTES CK OF CURB TIB DENOTES TOP OF BOX MORI OMNI PRESERVED STEEP SLOPES ......... ------- PRESERVED STEEP SLOPES TO BE IMPACTED PEDESTRIAN AND VEHICLE TRAIL WAY TO G7BENWAy o ~�SC0?? R. COLLK18�_7', Lio 0o U357D1 �vt^` 0mxL ----~ F_LU I— � K�K-� � = LU �� � 7D ,""mv 132093_ SCALE AS SHOWN ��D � � SHEET NO. = I _ _ 'i % Y WELCOME TO / APPROXMATE LOCATION OF _ _ _1 � / CHARLOTTESVILLE' ��i = .-1 ` /�/ I/ / /L ` � /' EXISTING SANITARY SEWER ESMT. / -1 tJ � / i �/ \`_ STREET SIG i� ' % h % � / ~ 1. \\� / % __" .1 I ,/' , /' zoo' STREAM BUFFER / O`er _P 07600-00-00-05500 � � i /_, .' / l i O SCOTT R. COLMNS�; CHRISTIAN AID MISSION IS NR %r / v Lie- No. 035791 1201 5TH STREET EXTENDED � /� SA ARY S WEA /, �7� CITY TMP 21BO52000 CITY TMP 21BO51000 \,�/ EXIST SIGN TO R MAI - / f � 1 „ \ CHARLOTTESVILLE, VA 2,2902 r /'\_ �- x ./ / t /` / � FTV INVESTMENTS LLC 5TH STREET STATION VENTURES LLC 2� �, ZONING: HIGHWAY COMMERCIAL / / ,/ - i � � DEED BOOK 2012 PAGE 5654 DEED BOOK 2015 PAGE 4565 " - {h D.B,/PG, 1542/230 /'� „:.� O�CIMAT . TION ��, / / it ZONED: HW ZONED: HW Ion F' / OF EXISTIN DRAIL,--'.111 ' S ' / �> / _-. 0.858 ACRE (ASSESSED) . - x3:. - ___ i,, /, , \ , / /i"--�\\�� -- 70P -37a29 '„"' / / / \. �/ ;1551\0. y'� /'� j moi/ \."�\. �\ •- T 1N=37f.1i __.'` .-t 11� � � ' L' .�(�} +( - ; %i, , gam*-•;. y. :\__ - \ Q / / i 4 - , / .- // <`.��\' -- t` 75 EXISTING 5o' GREENWAY EASEMENT /� c �7�11 ,„ '\` ///' �, ., y ®^� ��/ / i �t,� ,r, - - - . ye,.,:�,.p\\ \ 2�\`W PEDESTRIAN DEED BOOK 3581 PAGE 497 ,/ i' I - NHo,,5 �o , r,b - 6' e r:�, .: \ ` FOOTBRIDGE 7� W -,` .\ " - ' j'' I _ -V. �� /d-�' i �'SaP' itUS`3�5 �U -� -'\ -< SM ..�,\ '\\\.` d ..- �--•--..-..` J�.,�z � j ' j i \--_` / ,� Sd G Y EASE_M T r / /` aNy s ° yV \�._ e4 3. j'2• y �< / i \ `\ D O K 3580 4 ;AGE , 9 , ,,* r y � � ' ^; �, '\ �` �?• " � \ f' % \ � _ / i /j EXISTING A� ,,,I 11� \z.. \. -,� _- \ �� / / % ' /` YY % \ MfA'TERLINE - , - - I'- I Il / / �\ 501. 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APPROVED BY THE .ALBEMARLE I _ - _ - rP 11 IN�S EG ESSI , r / CUIi'i`( els:4//Z�,- Ir 1 / C LECTRIC EASEM NT - , 'z tri n� - , ` H /� " 24 Wtlloyv ��; . 4 s"r Tom" REii{IA O E3E', % ;��, ,5; c� / tirr DEED BOQK 4s5 PA 26q PROPERTY " , R V / �� C TS TYP. ;� : _ ILEI 1_4 - O ED' _ i LIMI ( ) i 1\ / oo lir` ,F, � " / 5 t ((_� n, - \a :. �:. \ r ra ,` 1 i r /. i f 1 \t pC/ s,. f \ j /. 20 /lay � i' / i`/ _ __ \ / i1. - -- - - t ( X58=' .3� 'Z` a ` r /: \ '�,.; F4S- ! / �% / i-- - _ ..... aRTZQN DQNa D - __1 i `1 1 �- ' r '��, w.`•,, s < / � - r> -, 1 ' F` \ a,P -, z S<.; t L/. 4, r Oj lar-- - /% _ _ ` z GHT-OF-WAY y unNNo_ tyl 2�. \,,. ;. �I 30 Willow h I f `....� / f / yni ; F=s3o?e `` r,r ,' / / / / 1 Vda it r - ' ' l / i ;' /;. , _ _ --- _ \ UJIz / OLD T ANE {OLD RQITTE ro er rv- 9a,28 v ,, `'% - - - J i i 1 % �. a ao as a55Aa f --- - - vtx;rr aur=3a�7fr �t�� , / TMP a76a i / /' / >'' 631 CONNECTOR) i':ii i' v 1 / / /' \� .,.>. IrIV INVESTME _.-._ - r NTS LLC ` / ce TAX MAP r„e x, 20' VEHICLE ACCESS J / r' r y� / \ � -) 7/ i0 \ \ �Z", a r' \ Ffydranf t / /-/'- / / A~f3IGNED ` / ,' i \ %SDE OK 4278 PAGE 243 / ESMT. TO BE VACATED./ /. \ \ a- - t enchmar .,�'" \� ,, ,` ,' J /' 100.0' .. - , / i' <�, '.� �. - FTV INVE,� NTS LLC .P :� 4 ' 3580 PG. 497 ! � / ;' , DEED B 1835 PAGE 7 o DB /` / / _ DEED 1300110 4278 PAGE 243' O '`/ i / , / r /! \ / //,�_/, / BOUNDARY LWE PROPOSED ZO „ ° ,,/� XiSTING' FEMA: \. .,\ \ D$$D,BC50K :1835 PAGE 742% / _�3 Wyk N c I \ % J `. ',w - , . I / / / \ \ 0.231 ACR / F3 :; P TO BE VACAi'ED UNDER 1. FLOODWAY 1 . "Gum 8„Tree z\. / / / \ \ � F_ U7 ARES 100 STREAM BUFFER / _ _ \ �,/ / /! / I ;' �._ o 1 EPARATE EA EMENT LAT r / /// �!/ i H ,I FROM MOORES GREEK / \ r' / 1`j` / i' i \. \ L\ ,i EXISTING FIRE= HYDp. T /s / j, i `\ \ /� 26"Tree �. �X x ' /` / 'S , / J / / i' / i'" \ ` \ V. .9 / ,`�;�' , .... i '`y .7J \`, .i.\ „ y 4S, I �” t .. .. ,,,;:;,,.._. --.. _ . r <.l l ! l fI ;o! 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BE DEDICATED 5 T PROPOSED TREE . , . z / -- - D EET s ,, (TYP.) YELLOW PAINTS PROPOS T J 1{30 STREAM BUFFEIR . i,... ce z PROPOSED 6' CONC. FO E O t: Lli`IE (TYP) I ROM. MOORES CREEK: :, / - SIGN' - s:<;• VDOT S.1 CURB R FIRE LAN / / . O.. � 4 ,; M Q `tS. . . . . . . . . . . . . . . . . . . . . . . . . . . - v... N ,. ...ti ;:: N ROPO ED VDOT SIDEWALK w / a // \ G 1z (TYP.} �` '.. , PROPOSED a ® . . . .._ . . . / :j, w - / 1. ! �\ \ .. t . . .. . . 3 R STD. CG 1z (TYP.} v G � ' E EXISTING RIGHT >;,> F;fi J �% - a / s MENU BOARD > - / � \ ;y , BUILDING A nROPOSED w -. / TURN LANE y . % / / / A �a . s e �F CG -i2 T. YP. `r / (100' TAPER 10 A' x \ - \ ( } s - / ,3 FFE-392.67 6 STORAGE LENGTH) / .� PROPOSED O cam\ o PERVIOUS PAVERS P p7 Q I r / .<. Cn <. �. �, a / / \ f r. : ,n. -v , t , (TYP.) BUILDING A TO HAVE A ZERO 2 r f- / / �' .,� p .2 . .., _ �. ' 2 0 Q } EXISTING. FEMA. . . . . . . . . . . - w r \ ENTRY SIDEWALK SLOPING D M 4 - :� .,:. �, �'�.i . \.. YELLOW PAINTED I/F . DR. MIN FLfltDDWAY CONTRACTOR SHALL---• ,I \.> .. u .,;3 �. 2 \ AWAY FROM THE BUILDING I U t .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ;': G ty r� - / / - 2 G �• CURB FDR FIRE LANE 11/S � � C) � (� / IMPROVE THE ENTRANCE ;;:; OR / �� qlS i. N _ % / Q \ 7g. I r / �,,.. - \ . . . . ... - . . . . . . . / . . / irdTO HOLIDAY INN wITHE /� \ " z „ 5�' t STACKING LANE \. iy © /' / PROPOSED DEVELOPMENT / \ G / :: / PHA E - - - ! / (MIN 6 CAR STACKIN ) _p . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . < . - J ,�� : , �i I ,�I / /;*. ` ; �\ ±GRASS MEDIAN: BJW:P'): OPOSED VDOT \' PROPOSED zo 'YEAR . . �/ I ROPOSED STOP w„ \ 6 \\' ., \;`� ; ..'`:4 -., X ,. TRAVELWAY AND.DRIVE :. STD. CG=z (I yv . T . . FLOODPLAIN PENDING . . . . . . . . . . . . . ca . / BAR & SIG >h..:. ,.,, ,, '- ) . . . . 4- // J \ - :: a / THRU.LANE © FINAL PLACEMENT OF FILL . . . . . . . . . , . . . . , . . . . . . . /. . / Q w ....... . ,� \ „w :<. ' ' ,, N FOR COMPLETION C)F LOM . . . : . . . . ELEV.- 8 .d P. . . . . . '% : t o 3 3 (TY ) I eG� - �. \ 5 �/ © I a M - :.. I - R N f. �:s / I 'R / SE / F 3 } - / /. PROPd.a) D VDOT i ,, qIS . L 9 F .. .. . . - / �' ST[:). CG -z 2a. 16' ! 13" © PROPOSEDz r _ h 1.. \ a, c i , � p GRASS / � .� e�;4 t ,; \ c.,v I I \ `C, z': _ VERHANG .. . �' O. �: f .� 8°R S 3' ® li �s ., ti P R / . 4 ' M.nx 9 ` 3 R F oo' S Eh'i i!F ER / D O � T J// - FRONT %': \ C \ \ .c''>'. 4 Bi UIT RUN a� t FROM 5C I- SETBACK .. . / 4 i / 2 ,: �' VARIAB LE;YiViDTHY== �d / �. . i :; � 2 D t f f , R T'' ACCESS ESM 1.B V LOW PA \ 30 r ucer,; • - P.RO.PLr V_ YEL INTED CURB EXISTING GREENWAY . / d,r /'. /'`' f DB_ PG. / ;' \ s '` FOR FIRE LANE . .. ATE l . HI .... / . f. . / i 4 PEDESTRIAN i /j/S� . . LOC. .DWT. N. . ., f - CROSSING EASEMENT . . VARIABLE WIDTH- / \ , i \ e:2` i i iz / j'� S z . MARKiN w% CG, a.� / r \ ACCESS ESMT.v \.... S.. p_ PROPOSED RETAINING f `.. 1a.R O . PROPOSED 7.5' y" -, CONC. SIDEWALK i I D; PROPOSED CONC... WALL WITH RAILING (TC). / .� ,, , . :: F �� i BE BUILD WITH PHASE !)a: i f ' / r ( r CD MI ? yp BUMPER BLOCKS f �. ` " . i' - U' yjFt RI {/ IV. \� OO MAX. HEIGHT �. ! .1 U. TYP. . . . . .i ) ... . �V ( r r . . j' ,, / - r X11 C WEENb &8 tom. \� „� S BET 'c / D IAN i L MIN. E 'R GRASS M STREAM BU 5' k 5 1©0' FFER �' // r// ;/ <: BIW SIDEWALK AND I ! ;� .,>,f > 0 \ Oa t (SEE DETAILS, SHEET.6}1. � L :' # ..: , .� :. BUILDING B TCS F�AVE A ZERO / :/ '\ r`i DRIV THRULANE j i �y �;; '.>.,.. PROP. SED GREENWA r �? ENTRY SIDEWALK SL iNG Y 4 PE q - �� Q EASEMENT AREA 'N0 �+ % ' PROPOSED STOP :< (� AWAY FROM THE BUILDI - / , / > a > .. �( <t DISTU.RBAf>ICE 'AREA ,< ..�, _ / BAR&SIGN ` BUILDING - / 2 r� BASED. ON .SP - '� PROPOSDVDOT \ ��E= 7 >--- 2007-00063' / �/ I �� 'A `� _ sTD. CG z z,� j `� osf �a R ! 1 . CONTRP� OR SHALL MODIFY Q d ] _ '! D \ y rI -. PROIPOSED FOREST & OP'EN `\� EXISTING PARKINta LOT,:AS SH$7WN, \ PROPOSED VDO # P SED 6 MIN. . ` .. ......... \" \� /'& INSTALL A SECQNp ENT NCE \STD. CG b (TYP.} F Fj '..., (� O SPACE EASEMENT, UNDER � c / r \ ryp /� ° ONC. SIDEWALK SEPARATE 5ET:OF P.LAi�3S - J INT' HOLIDAYINN . . . . . . . . . . - - jj f J / l \\\\ �\\ /,� / / f ! \ �! Nom:; _ 'QY �\ .. "' Q.l[. ..� _ .. / `Y . . �vl / \\ \ \\\ r . . .. VV n // a / \ / ? �R PROPtOSED HC �Q :,'k 1. . % ` \ �'l a3; O Q 1. ?,. / i / .� / \ . �_,� ACCESSIBILEPARKING _� .:24; ti 1 . . . . . . . .1. . . /. . j \ / /. !�. O �, SPACEES (TYP.) MIA/`> r`. - / ,�f/ r <',:.' N �< ,. � , .., PROPOSED 7.5' CONC. �RII/ r?- ® - �. -; ` PROPOSED z SIDEWALK q7S 1 - .� /// / GRASS / 11� `' cs Q �E � . . `_ 1 L /// i dVERHANG / z �. x I.. ® // �� // / / Q PROPOSED VDOT , ° j/1. . . . / /! �' r"*,�' 3 R - 9� STD. CG i2 P-) © . . ./ 1� ? / f . l % �// , y 9 ,. / / �. .. :.x ............... .........I // °j�`� ! ° ...... Vii.. � w </�/ .... ... . . .. . . � / .. . ..� / % .� 10 ROP05ED.VDOT ® .. / . /. / 1� f s .: c ':'. : W STD: CG -2 (TYP.j - . . . . . . . . . . . . , j a �__ � i .. -. �. // z ..... ....I.....-... . ..... .... =- rs . . ...1.... y '` �, :. yp o \ \ EXISTING FEMA 100 YR <c jam' . . . / . . . . . . . . . "' D M T� r . \ \ w FLOODPLAIN ELEV.=381.9 . . . . . . \ 4 .a,,. RI V IN p .......... .. . . / Vic- E / - ,11 I/ ` i, 12 1 4/ . . . . .. . . . . . . . .. .. �. . = / z? o 1 E. . \ ..v -� ...... .. .... 0 ;'` p ; 1� \� / j :�:� ,;. , _ . . . . / . . . . . . . . . . ./ . . . . . . I . . . . . . O , �., >y PROPOSED HC . . . . . . : / .. / % ... ACCESSIBLE PARKING . . , . , / . . . . . . . . \ �t7 / . - \ / \ , 1) /t` SPACES (TYP.) �: . . . . . . . . . . . . . . . . . . . . . i O F 3` 1 , , t PROPOSED b' . . f ' . . . . . . . . . .� . / . �.__° a� / c _ TY/� PROPOSED b' NCRETE . a y O • CONC. SIDEWALK SIDEWALK ® . . . . - . � . . I ... . . . . . . . r , . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . �' / r :�' PROPO ED VDOT I . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ( n r;` ." / <`<a` .. °��Q »: PROPOSED VDOT STD. CG -6 (TYP.) O , ri = ` STD. CG -12 (TYP.) BUDDING C % / .� "' f ./ �, �._ ,.. /' I \,\ . -' (8,520sf) QZ Q2 i . . . . . . . . . Y'• . . �� / �- �W �.; I © , . . - \ l \` ` % i v°'' / . „ �� �'N gS�ll/ \% r A / 'mow . Nq i .. / ... .. .... .. .. ... .... Lu Lf ) ,' S =-= NOTE: PROPOSED RETAINING WALL IS / / % :" a ;,<° I / © •� ' . LOCATED.WITHIN THE AREA APPROVED : / I . . . . . . . F' i� , / ® BY FEMA -AND ALB€MARLE COUNTY FOR SI7E PLAN NOTES: „ Ail ' ar �� PRt?POSED 1 ILL. THE WAtL IS LOEATED Gr = w F\'' QO OUTSIDEOFTHEAPPROVEDNEWloo 1. SEE SHEET 2 FOR BOUNDARY DIMENSIONS, METES AND BOUNDS, AND SURVEY INFORMATION. ..� PROPOSED OO F-- ROPOSEDBUILDINGC PLAYGROUND �� , YR.FLOODPLAIN. 2. TRASH SHALL BE STORED &COLLECTED I'N DUMPSTER CONTAINERS. 0 � H y © PLAYGROUND FENCE TO '�� , ® / f 3. FILL CONSTRUCTION FOR ALL THREE PHASES SHALL OCCURS [MULTANEOUSLY. '.'-', w :� � MATCH&CONNECT INTO __ ` 4. CONTRACTOR SHALL VERIFY ALL ROAD, STORM & UTILITY CONNECTIONS VERTICALLY AND HORIZONTALLY ce _ !,,`F PROPOSED BUILDING C T`„ OO RETAINING WALL FENCING PLAYGROUND FENCE 70 ` N CL U) ® '. ! PRIOR TO CONSTRUCTION AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES. \ry MATCH & CONNECT INTO 5 A PORTION OF THIS PROPERTY IS LOCATED WITHIN THE FLOODPLAIN LIMITS. SEE THE GENERAL NOTES ON SHEET 2 JOB No. ® RETAINING WALL FENCING X ___ 4 L'1i7� © C7 ® Com} O / FOR ADDITIONAL INFORMATION.D.3 =. �' mil �knuner'f ® © 0 © ® �A X .� , � ® © © © © 6. ALL BUILDINGS SHALL BE CONSTRUCTED WITH SLABS ON GRADE FOUNDATIONS. -: H;<`;::;,",; °:�<8:,",; :'a;-:,;,^4;cx::<ez; c:`,.,:...:-..:,,..... .. i c1) x = , >, „,<:.: ,, _.. ..,:n .ti .-u f M zo DRIVE LANE (CLEAR OF PARKED CARS) SHALL BE MAINTAINED AROUND THE (z) COMMERCIAL RETAIL -- o- o- �� „:.: r y„ a,..•.- PROPOSED DAYCARE SHALL BE ACCESSED B O o DRIVE LANES ON THE NORTH & WEST SIDE OF o to 3o ao X20 - ��. / BUILDINGS THE Y z z ' THE BUILDING ��=3'ia '` ' 8. CONTRACTOR SHALL RELOCATE OVERHEAD UTILITIES. CONTRACTOR TO WORK WITH UTILITY COMPANY FOR THE .., DESIRED LOCATIONS. �__ s. , .......,: ;i HEST NO. ( TN FEIi: ) CONTRACTOR SHALL TIE THE PORTION OF THE EXISTING PRIMITIVE TRAIL LOCATED WITHIN VDOT R/W TO THE 1 inch = 30 ft. , ____f :SF i 9 PROPOSED TRAIL SYSTEM. � '�� l___' ,--" I 11 .� �� I _� ��.. I I " " 1�" � I ! ��'l ! � � � : �l __� ., ,�_l ". , " z V ," , � ,", �', �0, ", e , � ,!! 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I � :./:�� I '17% ;� � I . � ,. . � �� XISTING,8" VITRIFIE ,,,!NVERT OUT=38"8 r %�,:�:,,,, I..., I .1 I . / 11 I � . 11 .. 11 11 I I I I I 1� - , (D I I � ! / -_ _ - , :� I 11 -1 I I., �.11� I . . . I I .... I ....... I � ... I ..... :. � ...... _': ....... � ... /. - / i � . 11 ll�i . .. 11 � 1. �. I I . ll'� .1 . 11 1. ....... /11 1.11 .,� 1�11,: . � �. � / " IN VERT `fNO 383. 8,) , I .� --� I I . I I . . I . J I , /I , . . '1� , � ____�j I . � � . . i : � zz i CLAY SANITARY SEWER I / -v,'m_.,,.,, , , I �111 . . I � I � I � � � // . I / � � I I .. / ,� , , . I � . I I I -_� 1, I . I . � * �l I ,� '\, I '_�. I I I I .:_,l ., �, �, I . - I - � - - - - . - o . I I I I . � / , � ..:1:10 / / / , , , , " / I � . - , �11�1 . I .. , "'9 12111� 1 1 1 1 1 1 1 1 � ( -, . , � .......... � .......... � , . . . .. : , . � z � ... � .... .. � ... . . . . � . I I � I " I I : *X- I I 71 . . I � I - / - ' N�, - , 1�1� , .1 I � .1 "I ,� - I ,� ITO REMAIN 1�) � , �1'1 . � . I I I � (D : ,", , ! 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I I J....� . . . . . . . , *.� --�, , �, G.V. � i "METER I 1__� .,k * , * a,More, ,. - � . 1. . I.. I-, , . 1. I � � ... '' * 0 / / . . . . . :1 11 , SED 4" TYPE A � 7f � I / � . _� , 4�� � , . � � . 4 .1. I 11 . � I I . � . . . . � . .1-7k- . � . � . 1. I � . . . I � . � I . I � I . . � I - . . . � *F1 -� � .Q. ASSEMBLY w/l � . . , - C I jsy C , , I , � . . ,:.� I I _�* �' I � ,� .1 - I .. 11 11 11 �� 0 & . I � . . ".. I I . I . I - 11 . � . , I . I . . . . 1. 11 I I- 1. . . I : I ., I V . . � I . . . I - � . . I . . I . � . � I . I . - I I . . . � I I . . . . I � . . I . _.. � I I I . . . _f, I ��� . . . . . 11 "G V - ,-� .- _L /I '7�1,�� � .1 1, I . I . I . / ll,:�il�*,, I .. � OIBIENU& 4. ,",,,� I I � %�!_ " / : , /� I. , - � � . � I . / . . I I .. �'. 1. , . , . I I � I . i , , , " (A / I I . I ..,., , - I / / � 1. I ___ - 3 1 � �,,: . . ''. . .11 . 1. . � � I � I . I - -1 , ,'.,���i� ''. _. . �S�,,,X , . rD -, , - 11 00 / / � , -1 I . I , /I � / . / :,�, , "I ... � 1 2 h ' . . UTILITY NOTES: /' �f �� I � . � : 11 6"Tree - / / ,�i , W --<-., , �, .1 t, � - I �. , � 0 V. - , , . � I ., '' -11 6 "Tre e ....... � I I I , I - , l... A MINIMUM OF i'OF VERTICAL SEPARATION FROM STORM SEWER& WATER AND SEWER LINES MUST BE , I I ,���l , I . � � . 11 : I / 0 , .��`, I 11 � 11 I . I � : . , NO , . � . - I ". �,l . I , _". .1 �: I � 111. . .... I � . 1. . . I �- . PROVIDED. ) I g i. " , , ` �' I -, < / 1,��,'..'� ll� - ... I . . " : : /` �-*�O \' . I - , /N / � :, � �Z\\ _ I I - .(10 / / / ., �,� � .. � . . . .1 \1 ..,:: PROPOSEDF1 0 � I �,� -.1 I . I __4��, - . I r .. - / . I., � I I I : . � , , � 50� I � I � I � .1 1. / .._,""� '.1-M . �. .. _ j . . . . . � . . . � 1 2.. A MINIMUM 3.5'OF COVER MUST BE MAINTAINED OVER W/L AND S/L. 11 v . � I I I � . I ... I � * . I I I . � I I 1. . - . I I , .1 . I a k_ . I �, f, I.:, PROPOSED 4"X4" -� �!. . .. . � � . . .. � � . . . �l � j1p, .11, 11�4. � �. - I I I I f -D � � . � I : . e .. � . . .. 11) . I I I I _. I , I 0 - . �l / - 11 / I .� . :. ., 0 0a k ...... � I . . � - A MINIMUM OF i. 'OF VERTICAL SEPARATION FROM WATER AND SEWER L NES MUST BE PROV DED. / / ,.!' I �. ' .1. . 11.11 I.. � � - ,� �' � TEE FOR 4" CL. 52 DI . .. I I 11 5 ", I ... I I . I I . I - I . � : . . 3 5 1 1 �41,,�:� � : i,o, �, I-- I .... I � "' I ,.. , f � "� 1. � I � * ` . I . . � . . 1. 1. � I I . . I � � . . // ,g,' , 111.1 1 -7-. 1 1 � I � � � "-.� , , - FIRE LINE IN/ 4" G.V. . . - I . 4.. GATE VALVES SHALL NOT BE CONSTRUCTED WITHIN THE CURBS, GUTTER PANS OR PAVERS. � I I . ... ... � -11 ..... � . . . I I I ,1:�.',� 0 � / �, _�,, , I.... -/ 1,1 1. �.. I 1. � I I ''I , � . . I . � � .:> I '0 I . 1. . I � , , - 0 1 1 . / �l . I '. ", I ....... . . I . ", � 'ff., , . I I 1. . I . zm.� r . - � - - - - - 5.. ALL PROPOSED SANITARY SEWER AND WATERLINE STRUCTURES SHALL BE ENCOMPASSED WITHIN AN ACSA , - 1 2"Ash 15"Oak , , � , N � I . . . �l - I 0- I- J / A.,f " � I I I.. - . �'.. I - I , ., I -1 I- � �- . . I - I . � 11 . 1. � .11 I . EASEMENT& SHALL BE DEDICATED FOR PUBLIC USE PRIOR TO FINAL SITE PLAN APPROVAL. " "I . I I . . . . . ", - ?� I/ / ,� ..g? . I . �. .1 ,...,.. 0 � . . � .1 .21 0. As h, *. . 11: ......... , * _-1 Mw '\ � ,: , 71 _. � . . .1 . , . � ...... 6.. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING ELEVATIONS OF ROADWAY, CURB & GUTTER PRIOR ,_� I ,1�11 0, I , , � . I / 1. , . I I I _�_ A, . �, / �fi. lll�l � I BUILDING C . I I I I I � �,_ . I ..... � /. . . . . : � . . � � q I . I .... � � . . I . - I ... , I I I I I I 1,� �-ll .::::q, �. 11 �. I � 11 I . TO CONSTRUCTING THE EXTENSION OFTHESTORM SEWER, SANITARY SEWER, WATERLINE AND PAVED , �*, � , I . ,� I I 11 I I �� I. . � . � � I � I I I - , I / � ... I . ........ � . � . . I I . I �. I . 11. __ I I. . I � I � I - 0 . 'il I., � � FFE=390.80 T - - - - - - . � . .1 I . . I I I: - Q �.i:;:�_ ,:." I-, I � i* - ./ , ACCESSES. CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES SO THAT THE ELEVATIONS OF THE , ,-", '� V I . 0 1 ""�,,*��,,;�-.�,.&/ 4. I I . . .: ,, '_ - - , . . I I : : . , , , � �g�g' . . . / : . . I , , (WITH SPRINKLER SYSTEM) - , , , , , * . - . , .� % � . I � C,�Ao " .:,l,\ I I : '� ,%,'.'j I I '. -, ., � . � TIE-IN CONNECTIONS CAN BE ADJUSTED ACCORDINGLY. / , _,,,,� � : -�,_,; It 0 - * ' * " I ,/ : � " � - ��w.,. .... . _� � W� �:��,., N. -I , .... " I .... � .................. : , . I I . I.", I W.".." 11 I -) -';As � . - � �� I I I . I � _,_ � 41�"`lt�l , .. I . . I . C . . � ... I I . . . : ........ 1. �l . , � T. CONTRACTOR SHALL FIELD FIT THE PROPOSED STORM AND SANITARY STRUCTURES TO ACCOMMODATE THE � .... � .... , � I . � . . � I I I . .- A, , % � 11 A � �,_ I ," ,�,.!.\ .", %,.� ��.. 1, I � . . . . . I ' ' * I ' - ' I ' EXISTING STORM, WATER AND SANITARY SEWER STRUCTURES. CONTRACTOR SHALL ENSURE POSITIVE SLOPES A "'; 0 . �, ,� . I � I �, I I � �,ff � � � . � . . 24'.'Sycam.ore � � I . . I I . . � . . . . :. . �.. , , �. . I - � � 1. I I � 1. / ARE MAINTAINED THROUGHOUT AND THE: INTEGRITY OF THE EXISTING INFRASTRUCTURE IS NOT I ,t@ 01, %%., I ... � . . . . . . I 1. 1. - �. .1 .11 ... I . . - . . � I ..... � � I . . ___.l__-_/ �011 , I I . I . . . � I I . - I ... �, . , I , , .__ I ." #$/ 0 �__ - - I I - I I'. I .. - - I I COMPROMISED. THE CONTRACTOR SHALL ENSURE ALL STATE & COUNTY REGULATIONS ARE MET WITH THE . ', ft -ft ..... . � . � I I . � . ! i � I I ... � I . . - , , , "O �l i � " va p I*e. � - - . . � I I 1, � . I � , ,.........f., / -� .- . / . � � . . I . I � I � � - I . I . I IMPROVEMENTS. ,g,-,��,, . w ...... . � ...... 1. . � ..�. - I I . , I *W 0 %%% , ... � . . I - . I � .. . - : , , . . � . . 1. . � . I : ... � . I 0, � - 0 ... � . . Z, . . . .1 ... I . � . 1. , , 8.. CONTRACTOR SHALL PROVIDE COLLINS ENGINEERING WITH SURVEY WORKSHEETS OF ALL STORM, WATER AND A4 1 1 1 � , . '. , . , , I I : :1� . . . . 0 . ... , .. � . . . � . I .. � ... �l . .. �.. . , � '. �,�. ftft, , // SANITARY SEWER STRUCTURES PRIOR TO INSTALLATION/CONSTRUCTION FOR THEIR REVIEW AND APPROVAL. - �...�� / ...... � ..... I . I ..... I I .. . 1. I ... I .... � . . I . . / 0 " , 0 LIM 0 COLLINS ENGINEERING SHALL VERIFY ALL SURVEY CUT SHEETS WITH RESPECTTOTHE CONTRACTOR'SASBUILT I- *pm,%Sk7111 1 ... � . . _1. . I .1 I . ". 1. 1. � I . I .. I . A.- , / . � I I . . . � . I � 11 _.:.:'l HAW/ 1 440% �/,l ,� . � .. " . '.. I I /_ * , - M/, I 1z"'... I ..... . . � ... I . . � � . � . . : . . . . . � .... � ... I . I . . � . . SURVEY TO ENSURE POSITIVE DRAINAGE AND PROPER ELEVATIONS ARE MET. , � I" :'.... 0 � - ., , I , - . .. ....... I—— ,�,�$,:. `,` / . I - . - I - I I I I . . . . . � . . � I . / - q.. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL TEST -DIG AT THE LOCATION OF THE EXISTING UTILITIES TO 1� I . * �-� 0 . . .1 . . m. . 1. . 11 � 1. I .1 . � � � �.. � . I � . Ir") -'.1' **,%* . "d, 'I'llI ..." � . . I ....... I : . . I . I . . I �. . I I. I I � .... ... � . . I ., . I � 0 .. I . I, I .11 ..... � ..... � . 1. � I � ./ � . � . . . . 'd i � _0 CONFIRM DEPTHS AND TO ENSURE THE PROPOSED SEWER, STORM AND WATER UP GRADES CAN BE ACHIEVED. ,I I � . � � - .1 � �,: .. :. I � I I R: I 0 �1.e .. %%% , 0 .22 . / . . I . I ... io. FOR THE SANITARY SEWER BETWEEN'EX MH 3-'AND'EX MH 2': CONTRACTOR SHALL TELEVISE THE EXISTING . I. I � . I - � ... 1. � .. 1. 11 . .. .11 � � .. .. .1 .1 1. f� i I . . - ' ',��i�.'011W . . ' /q/ e . � � ,,o' ,%W* , - ... I . , 11 I . .1 I . I .. . I � 1, . . I .. � � . I . I . . I I I � I SANITARY SEWER PRIOR TO CONSTRUCTION TO IDENTIFY THE LOCATION(s) OF ANY POTENTIAL EXISTING ,,�� � ":.F, 0 . � � ....... 1, . . . . ! � . 4 __ �,?? 1"� 0 � I I � I � . I . ,� I I 0 I Jfili`l I I . I I : .. .1, : I . . � . I ..... : _ . , . � - ----,-- . *01 ........ � . . . - . I . . 11 � : �. �, , : 0 - .1 : � : - - - /, /� , - LATERALS. IF EXISTING LATERALS ARE LOCATED THE CONTRACTORS SHALL SCHEDULE A DISRUPTION OF __. ( ll� 1-:-�� 0 1 , , * , , , X ------.--- r p, � I I 'Of VC)OT 0 - I ... I I � . . 6"Pbpla*r ...... I ................ I I . 11 * , : . SERVICE WITH ACSA & THE PROPERTY OWNERS, THE CONTRACTOR SHALL ENSURE ALL EXISTING CONNECTIONS ," . . . . , � . � . - 'j 0��I'�*.-�.'� 0 ... . . - 11. � -.1 .11. 11 . . . - . 1: � I . . ', � I ... I . . I �/ Rl�l _- ,t . � - 1�. , rvlollurne� . I . . I . - . . � . . - . .1 . . 11 �/ � � _. ARE REESTABLISHED WITH THE RELOCATED SEWER. AFTER THE SEWER UPGRADE HAS TAKEN PLACE, THE ,,( - - , - - ���, 0 0 11 . / . I' � . . ) �____ "".'ff C / , . EXISTING LATERAL CONNECTIONS HAVE BEEN RECONNECTED AND THE DISRUPTIONS TO SERVICE HAVE ENDED, , ,,,:�.:".,11111. 'k, : x - , , 1, " 'sh ' . - : : . .': .'.'. 'I 6"Ropl.ar. � � _. , �.:. � . �� %�-�,.-. I I � ..., � . . I . I I - omm" _'�"��'� 1`1 I ... � ... I . . . / l-,�-�i'.-�,.";.,�����,�'I'Mo-���,����-.-.,�.".�.�":�;.�'.�,',�:����:i�:i�.,:�-�'�� .. I , " s, I I I � I I ..... I ..... ...1.1 ... I I .. � �'t .. .. ..... . � I .... I � . I �. . I . � I / -, . . , . , � THE CONTRACTOR SHALL TELEVISE THE LINE TO ENSURE ADEQUATE CONSTRUCTION AND COMPLIANCE WITH ",",""', ml _ , . ....o, . , 120 � . , ..., "", _ - I . . . t .� . � . , I . I . / . . , , .. .... � ,R,mll � ,�",�.,�!l��i',,�.����.,�����..,.,,-���.,*.�,,� --,��., ;,.,. .��'. ,�.._.�., ACSA & BUILDING REGULATIONS. AN ACSA REPRESENTATIVE SHALL BE PRESENT DURING THE TELEV S NG OF � '��"��,�,����"-�'-'4"�,'�-�-,�,��,����"-ll\��',�lIzIl�,>,.,� �m .,!"'�..], "I ".a.0 �.i.,, / '.'. NO '. ..�, " � . . .... .. � ... _ " . " ..:,.. :,. .'. . , ''. . � �:, .*.- � - - '' , .4 . , � /, . � I I mffi,l�,�,� -�.""'.....W�,,"l, a�!...m�i!��., ,,��, '...g.""'w, .. .. .... 1'...m '...., I . F ,m� , . .... . 11 _ ...", 1�'."? __,, &NN�,�,, .� U.,-,; .. .... "s � * 11-1-1. .. , 11 ... __: re ... 11 .1 . fl -I 1- 11m., - .111; K ...... ... I ._,��'�'��11...,,m�, -,�.�, ".".. ",_ ���11111` ', "I'll I '�`� 1. 1. � .1 - ... . I - �_ �_N_ -`�"1'01,m-�10 ,,,� ....... - ,., , :* , -) . -1 � � .. I. J, , .1, "', , � , 1� � , - ` '* , I l\*,_ �:l �,,A::,.,�-�.��.,,i 1. 11 I ,� THE SANITARY SEWER AT ALL TIMES. ANY SEWER MAINS IN THIS SECTION THAT CANNOT BE TESTED SHALL BE M: , � "� - gg.", m, '. '._.�,..___��_ - . -.1 '' g!", .& � .- I .,g%,%jg-',,,�_,, IzI.11, ., .1 - , "� , - TELEVISED. z�� ,,,, - �;'llz, .. � . . � . .4 �~�W, - 111K,.%-..�,,�,,,-:�,: , 9" W." ,-..,�:�,'.i�-,.:- ,z . �"-g, ' ,,, "'T r I . - - � �,'\, - � - � �,,� - _/ � 0 1� PTO ,.,. ,� .� � .. ,,.�� � w, ,:: �. � .1 , ,:: ia. A KEY BOX SHALL BE PROVIDED ON ALL (3) BUILDINGS FOR EMERGENCY ACCESS. CONTRACTOR SHALL �� ,::X.,�� � .. - �, AA, ______� _____ 0 / / / CONTACTTHE FIRE MARSHALL's OFFICE TO DETERMINETHE LOCATION. m -------- // / 12.ALL PROPOSEDDUCTILE IRON SANITARY SEWER SHALL BE LINED WITH A PROTECTOR 4oi COATING. ,,, lyl t 7-I I ,��_ ,_�P, �'IN 7�' 1��`��l I I `� - ,- 7 -� -,,-�,_ lz�71, 1_� r�scow . COLLINS�Z; � - �9! . Lic. 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I / / I > --- / i � , 1 1.5 TC / I / / / , : , , ��. . I I ///// 1. I.. � . / (D "' / / / r�, / j , I � . FILL I - I , , � . . / - / � - - t , / i , ! " � > , ,.��;;. � I .. � :� o': �' � -, � /. / I . . , _11�'Al .... � ....... . . .1 . 61"'?l.r � .1 I . , I I / I ,� 11 � � 1 391�02 EP/ // .�/ I I .; .. I . I .1 . . . . I � I I I � . . �. 1. . . 11 I . .- . . . , �,// /� . / // ./ :70 , : I ,�/, - � ,11\ . I , i �11 - - 1 ,, 1; I / ,, '. � � . I /' / . /.J. � I .. 1. . . � 1. / /", � i I ,* U) LLj 1-4 �- I / .... . � .. � . . . I /. . _ . /, / __ � �. I . 1. . I �. . . � I I I li . /I ... � . I I 1// / /. '. ! .; . I � . .. i � . I I / t / �l _. I . . . / . "� /. . 11 _ k INL . : / I I I / ". _`�l , � 1 1 . . 0 I . 11 I : ,� IF � I . I . � �� , I /. 1: i 1 4& Lij ' � /�,�. I MAX SLOP�- ,� , - , ./I I I _', .1�i 1, : . TOP=-' , 1. I � 11 / * �0 Syca mcl e__� IMUM ia FILL, . - /,. 0 - GRA,TE TL, . / , � � / I INVERT IN '15" RCP)=' 2 / , . / V? - . : 1�:: 1� � - I S . . . .. � ..... I '&DPLA N'-FYP;) * FILL NOTES: � / / ,/ Z, je`% �,� / / � -� 390�25 I - � �, I l/. I � . . I . / / I __ �'F ' , - � ALONG F ILO I ( - __ �_ L.� - � I � � / � INVERT OUT=M, / X _<_ , 1 /�789.K EP I . I . � I/ � _ . � - I / I � I I I I I , I .1 1. � I 111. / I I I I I . ! I . . I . � � . I I . . . . . � .1 . � � . . . � . . . � . .1 I F_ o I / I � I . , ll_�_l 1-1 I 11 I . � 1. 391.52 TC . I ��D)\ / _�_ , . . . . I � 1 2"Sass. , - � � - - i. ALL FILL SHALL BE PLACED AT 95% COMPACTION. - " 7111�71 : ll� I _11'i, � , IA . I - : �:�:�.., � , 11 I Qj I I I 9 � / � , .. _ I � -:: I _;, 0 . / � 11 .. ,� 11 :� 11 � 9 I . ....... � 1 '' . � . ,. - 1 2. ALL BUILDING AND PAVED ACCESS AND ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINATELY �. 1, / 11 - t -, .. / o / /' " / ��.1111._ �_ / . . I : 391.02 EP I I 11 ��' / . . � 0 * I (3 , � I It / / ,�, . I / 390;, __ I I . � .. , � 1: I -- I I / / 2 j , I . I I I . . . 1 . � . . I I . I . . . . I i � . . . . I I . . I . w I ,_ k I / /"l'.::: , ,,_,� 11 I 11 1-1 � 1. I . I . . . . �� . . , . . OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE q, ;�i,�'. . � � , I I I . I I I I I � I I 11 .,�,:::: � . I I I . � .. 1`�_ I '? I .11 .1. 1. . - : I " "I , " . I .-, 1__�ll , _\ z rl \ I /,/*/ / ,1:i�.��i�� . 11 11 __ , , . 11 I 11 - 3 0. 35 � TC/. I �� 1. .. - . , > � I � � , .7. . li . . . - I . � � . i � .. I . . I COMPACTION OVER THE ENTIRE ROADBED/FOUNDATION AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND rT, < '11, '�,� > ,I '\ 11 "k '/ . _��KB/4"STD.GRATF:k�l I.,- I �1' ...13 - � . /11 . �� . .1 1. I . / BRIDGE SPECIFICATION 303.04. 114. ir ,% �D' / .1 " 4 f I 0 , ). . . . .i. '' .. S. ,P6 . 1-4 __,� 1, 1\ a/ / / .. 11 � �_ I .,t "s c I.mcre I. - . I I 1. C '�,�/ , 0 // / / IIALET/OR EQUIVALE/N.." .-A. q- I 0 � . I I I I �, 11 I I 11, . . � ... - I ' _OMPLETED IN A MANNER THAT DRAINS RUNOFF AWAY FROM THE = %..) __ �,�", \\ , I / �- , / . I / .- /. , , 11 / . . � � � .. ... I � .1. . I .: ll� � , 3. GRADING AND FILL OPERATIONS SHALL BE ( >� � 00 \ I\ � " , /. " 11 �:��. I I " * ' ' �. . ,� I . . . 1. I / - � - �__l 11 ,/ // .. . I 11 _ ... � , -/- ,/ ., 11 �� I A �� h . I ... � � � I � � � , , � BUILDING AT ALL TIMES. I (A // .1� I il I . I I � I ..... I � � --. . / , . � 24, .... I .... � I . I c . I 6�'I.ree (-) ln� �- \ - I "" / I W I I �', // 11 - DI -Z. � � . /_� 0 a� - : I -f(5"T-ee . . � ..... 1'r ", I \ . . � . 3. ALL SLO PES STE EP ER THAN 3:1 FRO M FI LL OPE RATI ON S THAT ARE TO RE MAI N FO R A P ERI 0 D LO N G ER THAN 3,2 1 ID A / , / / /I / . 17 , . � . I . 11 .11 � I I , ui I 1/1--, ��,: , I I .4' - I - � . .1 . I I I - - - I 1�� . , . - MONTHS SHALL BE STABILIZED WITH A LOW MAINTENANCE GROUND COVER. Ln I C-1 - �% 1 17 '. -.-_�� / ,�' MY. �J LH . . . � . . . / .. I . ,�) ) ) " , /,!;,". .1, . I., I 1. ��- I ": �l 0 - - - - I j ,/,� , , . I . I I I . � . . . . .. I . I . - � I I . I - 1. . �z (D - ,� - /' /<� 0; � , . . - ) I - 4 . CONTRACTOR SHALL INSTALL VDOT STD. GR -2 ALONG THE RETAINING WALLS IN THE VICINITY OF THE � -�, � , I /-,y' / / ,�,,:X�, I/ / . I \ \ " , � . , � /. , � , . . 1 . ..�_ - , , i 5 �'O'a k" � . . . �. 4 4 2: - )�// / \ . , I I . I I LL 11 // . : ", %�., �_ , , " / , //44 1 , �� . , . . . � . . . I I � � I I . . I . ... � PROPOSED PARKING, WHEN REQUIRED BY THE COUNTY AND VDOT INSPECTORS. SE Li , �, g, / - " I Z Lu ,%�; �, I . 89�60 EP � Vu ___l' �j f�, ., p I ,/ .... 1. I I I � I � . -SENT FINISHED GRADE ELEVATIONS, THIS INCLUDES RETAIN NG L�2 / / l/ /'. , � � � ., /.. 1 I i � I I - -1 , I '. � I I . � I I— rD /:. �. . i . � 5. ALL SPOT SHOT ELEVATIONS SHOWN REPRE I �_ I I . - /I 3 // I / � I I 1 :/ � I ;; / * - ` , : � . � � � i . I . . I . � . I . - 1-5 1 � 1, �,, / / . �,,�.l _1 - I.,. ! � 389.38 EP . - 0 1 � .... / � � , �... � ..... I . . 0 I , 11.1 . 11 ... WALL ELEVATIONS. WALL FOUNDATION ELEVATIONS, AND POSSIBLY WALL CAP ELEVATIONS, ARE NOT SHOWN. 1000% ,_ 76' - /", � ROPOkD 12" SOLID HDPE - . I , __ I 2 "Ash -, - .- 1 5"Oc 1 :D t�_ 11 xy,/ . / / I .., - I I/ 3� / //A'i�,%% I "I I I- , ." PIPE W1 STONE BEDDING ,/, -bo sw - � � I � .1, � .. ........ I . I . � . \ I . . I . . �, . 6. FOR CONTRACTOR BIDDING PURPOSES, THE SURVEY IS A COMBINATION OF AERIAL SURVEY, FIELD CREW 1�� _/-) d ., �: 3 11 ,! /�_ 39-6. ,�/ IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 00 r x I � I . I I I I I , , I �. I � . SURVEYS AND SITE VISITS. AND BECAUSE THE SITE WAS AN ACTIVE CONSTRUCTION SITE FOR A PERIOD OF TIME, - / 7 / \ (TYP.) I I I I I ,�(i ; In I 1. . , . � , Ash ' % . o ' I . _ I / --- I li / / 11 _88.00/E � �-. ,\1 , ,. : � . 1, � �_ . , , 11 %.j _j " , ;,:,. . I I 1. . I � .. : : .... I � I THE EXACT COMPACTED FILL REQUIRED BETWEEN THE PROPOSED GRADES & THE EXISTING TOPOGRAPHY -1 / / " -11-11 Al'.� I /� , . B U-�EN N G C I I - I � , : � / - - - � I I � 1_: ___� . - , �� . � - / , /I I ....... /_ . , � �, ... � I .... ; . _ . � .... I 1. . I 1. I I .... - , �, � �/l : I r, \ I : � I ,/M 11 1. I . / & / ( / glp�R,11, I FFE=390.80 \1 / I PROPOSED 4'TALL - , . �, SHOWN CAN BE ESTIMATED, BUT NOT EXACTLY QUANTIFIED. Lli --) __ // / R::::::�,iiii ,,,, 1� . I � � . . I . . . I - � - - � : � I- � . , / I I . . ,:_All 0 . I ,�, I I / ,,, / : I .�. I ..... I - . I ... � . . � � . mi �__ e ��/ I *.,��,'-.�.�, ::, , , I 11 �111' / ,-,, 4ETAININGW�LLTOBE - ' I Lu '�51 / / 000 , I / I I 1-11,11". ,�_ll I / 117��7 �_l � . 389.81 TC '� It t- I .". - - � I * 1, I ' *' - * * ' ' � - DRAINAGE NOTES: Lu _. '. , .1",x... � `� ll��l Qj - BRSJ�T WITH PHASE I ::, .. � � I ...:;.. 389.31 EP -I' i � . . I i � . �. . / : - - - Cc �- . I � __ � I . I � I I I I I \ /-,-� I 11, 1:: � I . . � I . .... 1. : : ''. �. . . . , . , : : � . \ I ". . ,� . : * 1 , , ..... 1_1 �l ' .. _____ I : �./ ....... . . � .... 1. A MINIMUM OF l'OF VERTICAL SEPARATION FROM STORM SEWER & WATER AND SEWER LINES MUST BE c� 1, , ib/_ P�S E D IKY L /OP - I �� - I . . I . � I 1. . I I- Lu 1-1 "I ',') I I , � I I .�/ PROVIDED. I \ 1_1� ,_-;�' (Ql 1. _ ,� X� ,�"O� , /i I . I . � . �. 24"'Sy8am.0re . . �'�. . . ,�� . � � .. 1. .. I p .�, I ��./ mmi - __l_l "I / Ty EB:;�4"S7D. RATE � / yo I ,'�'X.'� !, - I I .1 0 LL .,:-','� , I �l 1� / / " / �1, i � . � ..... . I - 11 ..! . - . � I I'�,� � .......... � . , 1. . . I . �l , A . I : I / 7ET, OR EQUI ALENT. . - "'.., , / 2. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING ELEVATIONS OF ROADWAY, CURB & GUTTER PRIOR ln� �l 11 / /, � / I-- I ..... . ... I . 'I , � . . .1 .1 _. I . I � I � . I 11 11, . I I I . � -1 1_�, �l / I,-------- / / I � 1:; _, / 0 .. ..... : I ..., 11 / . TO CONSTRUCTING THE EXTENSION OF THE STORM SEWER, SANITARY SEWER, WATERLINE AND PAVED �_ ol a� 1,27,11M.Ciple' � - - � - - , � - . " z'_1 / / / A% 1 4%.* . I . I .. � . � I . . I . . . I �, . . . � � //� - , I � / I / , ` �,-I!�.;. �, �_ F_ / . I I I I I � : I / '�lz/ '1� , , \1 � , .1 - ... � . . . � .1 . � . t ..... I � . :. . 14 ... � . � I . . � . I �, / ACCESSES. CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES SO THAT THE ELEVATIONS OF THE L-) �� I � ,11'i�]�l ft-%, , , ! I . � � ,// / /' 0 389.28 TB 0 � I ; �. .� . �. . Lu U) �, / i I - I:, I I // / 1�1 , - � . � ..... � . .1 � .... ! � � . I . . I ......... � . . . . � dl'.F�v - I . � I I /// - TIE-IN CONNECTIONS CAN BE ADJUSTED ACCORDINGLY. '. - i I. , , , � . , . Kl�l � I � , . , , . . . , _ . " , ... � I . .� . ,� ..... I I '' I � , � / " , A 1, / �l . ,; ffi I , � .1 � . � .. . .1 . . - . . � � .1 I I � . . . � 3. CONTRACTOR SHALL FIELD FIT THE PROPOSED STORM AND SANITARY STRUCTURES TO ACCOMMODATE THE - / \ v ,� .1 , , , ftakk , ___� /,// rT, , / � / �f �;., A (D / PROPOSED NYLOPLAST . I � � I. � . . . .. - . `-IN -// ", / , i I � . . 0 / ( 0 oftftw ____ 0 1 . I . . . 1-11 .''. 1 f .. vj/ . . U�l � . / i p /' 01 := ) / 11'4:::��V 1 , - * , EXISTING STORM, WATER AND SANITARY SEWER STRUCTURES, CONTRACTOR SHALL ENSURE POSITIVE SLOPES / / i 1'1� TYPE B 24" STD. GRATE , I I , . . . � ! ... � ...... I � ... I ... I . I / - f � 1��_� 'k �, � - . _14k I . : I � � : 1 . � - i� < 1) Alk- I :��, I uj A " - -1 . . - � . . � . ,. - . � . � : � . � ...... : . � ., �_ . I , I ./ , , - I � .. I I .1 ... 0 INLET, OR EQUIVALENT. --is, f - / , I � c . � . . � I I I .� , ARE MAINTAINED THROUGHOUT AND THE INTEGRITY OF THE EXISTING INFRASTRUCTURE IS NOT _j tD , ,- , __ *' / , P44%'6, Z"t /// \ , I �11 / / 0 I . . . . I � , � . . . : . . v I // \ \ \ � , . ".R, / I 404% . 1. . . . . . . I . . � . I . . . 1 /' - . -, : � � , - - - . .1 .//' ' * *. COMPROMISED. THE CONTRACTOR SHALL ENSURE ALL STATE & COUNTY REGULATIONS ARE MET WITH THE u (D 1�_ ., I A"..:..; / I-_ �, \ 601 ) ;Y,/ &�§,�l . li / I .. .. //. , , , U ___ / �-:. / / 11 / � ,l/ . . I � . . � ........ I . I I . . I . 1. I I . . I . / . . .. �� .. IMPROVEMENTS. C) Lij V) I-_ Q� I I .%?? 040% , 0 L � . I . m . x r -n \ __ .:...... / / - ,: , - I - . - . - . ;�' .... All \ , 41',: 385 TW . I I _ --- . . 22' (3le � I . .1 .. I I - � ! , , , , . *, , , * I . /,��', / - / - Lu I ', / ,_ . . . . .. � . . o . . 1, n .. � I r .... � I � . I I . ... I . I . .. . 0 0 Lu :_l " ( " \ / " ,.�V 385 BW 14%% ,_ I . . I , , / c\j Q� = -) �1� - / , " ,� �/ i 0 1 1 , I .., ,/ ... � ./ 1 4. CONTRACTOR SHALL PROVIDE COLLINS ENGINEERING WITH SURVEY WORKSHEETS OF ALL STORM, WATER AND 0- U) - _�_ \ 0// , � I ......... I. . .- ... . f� ...... I . . � - �. I .... I �- , � I/ �J,,F / / 10 . � � I I f � . ... I SANITARY SEWER STRUCTURES PRIOR TO INSTALLATION/CONSTRUCTION FOR THEIR REVIEW AND APPROVAL. D - I 1, ,�1110111 I : ...... : , . . . i I . , �/ / ,��. � ........ � : . 1. //I _/. . I __ ��,� , i I I � . � * / ' I ' . - I T-1 ,/ / /I - � . I .1 ... 1. r ... .1, I - � . I " JOB NO. ")", " , , I 'I ' ' ' ' ' ' ' , __________ / /8", ��?.W, _/ / / 0 - .:� ... i�;� TW 1.16 " �, / COLLINS ENGINEERING SHALL VERIFY ALL SURVEY CUT SHEETS WITH RESPECT TO THE CONTRACTOR's ASBUILT 1, I " -��, ,,, I I Q ,,,, , , �. . . � . . I . � ...... � / . I .... �� .1 _ � . . � � / Z, I � , , T 0 =11111 11q'I'l : . �l 0 P cc - . � I I I , , , X --------- 11 , / ,:'�V, I ( VD0 I/ iiiiiiiZilli � . . . . . 1. . . ... -1 .. . .,(� . - , �, ,. . . � . � / / � . . I �, SURVEY TO ENSURE POSITIVE DRAINAGE AND PROPER ELEVATIONS ARE MET. - ., 1; "?,011 11 Monurnent - ivanqu�w 0 : I -1 - i . ll� . , . � ,,, �� A,nz / ,/ 0 Q I I . . I . . I � . I . I . 11 � // / 2093 `-� --:::�_-_ , I , , . / , , / . . . . . ,)� / , 4 � �0 0 1 1 .: ll�_,-) - - I . I - '..Z -DIGATTHE LOCATION OFTHE EXISTING UTILITIESTO 13 `1 -/, L�/ , , �- 0 0 0 0 0 1 . . I . 1. . Z :. � .., �"pll � * I ' I IL . � ,/ . . , � ... � _�__.� .I . . 5. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL TEST �-) _ ... � ____ I "' 'sh' ' �: * * � ! . � / ... 1, , GRAPHIC SCALE ___777� , (i - I I . . I .. � . . : : _ Z_ : , . I ,�/ I .... ff) , x . . . / - - - - � , .1 .Qp.qr . - . � � . I I . � 11 ./,,,/ - CONFIRM DEPTHS AND TO ENSURE THE PROPOSED SEWER, STORM AND WATER UP GRADES CAN BE ACHIEVED. S CALE f7l �, � . . I � . � .... � .. 1, - I , /�/ , � I I 11 I �"/ ... 6. WHERE THE PROPOSED STORM SEWER IS 01: VDOT STD. CL. III RCP MATERIAL, THE CONTRACTOR MAY SELECT A ��< �� I . . . I ............ I ..... � _\ ( ) - 0 15 30 60 120 -, . I I . ,�. 1. , . - ."%l,��,'z..l.'.. I - .;,_ I �. - I - d . . � _ � �: ... � I . M/1 If r� . ::.- . � " , � � . . . . I - /I , DIFFERENT VDOT APPROVED MATERIAL WITH PROPER INSTALLATION/BACKFILL N L EU OF THE RCP. SUCH AN .1 I N� ,� � .. Ris'zi " ..... :: , ,., ".: - � , " '. - W .. � '.. " ... I , f ___ I I . .. . 'IQ., .., U . I I 1. .. . � I � � I . /// � .... , 'll',__, -_,s"-! I .1 .l.. " � , . . _ , . � I � 1// I �� =30' , I I I -a�l'lffiwl' � ... I—- _ �__. __. , //� � �'��111�I:: : "I", I t � - - �11� I I.. .1 - / , 1�1 - - . . 1".. I -1 ,'I . '... ,..., ,:_:,,_"v_- CT� _ ., - I Z/ ALTERNATE PIPE MATERIAL SHALL BE CHOSEN FROM THE LIST PROVIDED IN VDOT STD. & SPEC. 107.22. ....... ��� __ - ,,, ,.,,I .1 , , I _. . ��� � ...�. .." I , , , / _ - AWN ",:,dd:. . - � %?% _p% �___ I i I - ,�,:_,_4114 aw,0. .A�. - 11". . . . . . CJ , *-g_'A,wg,- .... ........ . � "d, - - 1 2 " "' , '�� L - ,��W�11,'l W-1:110": .,_, � ____ ... � ! I 1._� __ I ��` L - e� . . 7. ALL STORM SEWER SHALL BE PRIVATELY MAINTAINED WITH THE EXCEPTION OF THE STORM SEWER S HEET NO - F_ I- , 0 P '8- �M` r ��' , - �,,"=�:�::;; "I " - , V... / � ( IN FEET ) I / , >11 , ";. _'_,:�:,. "I'll , , I - , I -_ �� 1 ,�6 __ _, x 1� I I ,,,, .1.1 l-, ENCOMPASSED WITHIN THE PROPOSED PUBLIC DRAINAGE EASEMENT. THIS PUBLIC DRAINAGE EASEMENT IS I co - A. 1 5 (1) I inch = 30 ft. , I \1� ////// , "' ` ::,*, LIMITED TO THE STORM SEWER RUN BETWEEN MOORES CREEK AND STRUCTURE:L2, AS SHOWN. - _� �l _� , "I, //` I 11 �- � 11,11,111P I , I _::� ,\ 0 - ___ � / I ` // I - - __ � J W w W Lei- EX MH1 STA: 0+60.00 PROPOSED RIM: 391.52 00 EKS11NG RIM: 390.28 o (TO BE RAISED) s •t 0 0 0+75 39,5 390 1 LLI { �w 0 0 Ld j -c--I----- rD r�7 o ry Ln 00 00v M 38 -d- t< - --- (Si x ~ »» Li.1V)CL'ZZz z 380 i 27 NG. - 375 cI w z �o O� I- .d- r- 0) co r- co 00 c; n + 0) 0 0 r�9 >> Ezz 8" CL. 50 DI 84.61 LF ® 3.51 % L Z =:2 CO O F- CD Go rn '� I` r"Nr� 0i r" 00 co + 000 � Z O .? DRAINAGE PLAN. SCALE, l`=50' Structure Area Cw tc. Station :l , : (Acres) i - - f> 28 2 0.00 - ■minim i / 4: - 0 .0 3+65 4 0. 5 0 9 x 6 0.04 0.90 5.0 2+53 Muni ' t /' { % �,,. •t .. .� :<f. .NlN Y£ {t �`>>°x`,31` /)\ 5`v^-`'' I( 8 0.25 0.71 5.+0 1+88 . Z`Z t / r` '.e � r , 1 10 0.20 0.90 5.0 0+97 /'� � / , ,�,: ; �,2 ,� n t 12 1.89 0.51 5. 14 - �aM. 14 0.12 0.9 , y ti 16 0.49 0.90 5.0 5+68 - / -I- ''� �' �� ,y- o / \ LDC. A ROOF i8 0.05 0.90 5.0 3 92 - -: :.-:� - . O I / �, ,% . � ��. ��o � - - /4� ` .y 'k � ` 24 � RUN Ee_P �P � : 20 0.25 0.90 5.0 2+68 / 5 1 .' .�� ` g• / - ,-'' � '9"O-STR: 4`(tJD A} �d .: ,, i .' $'' - 22 0.31 0.90 5.0 2+09 24 0.17 0.90 5.0 0+72 26 0.13 0.76 5.0 0+00 - �, 1 / /' 1 i := i 28 0.16 0.90 11.0 0+05 , . - ,� -! VE Ts38s.a3 `.. b. r ` Ex Dl 2.15 0.75 5.0 0+00 ,- �► r- / ,�, ; - %! .., T INVERT `r/INVERT OUT A 0.22 0.90 5.0 - L1DB 0.22 0.90 5.0 � LDDC 0. 9 0.90 5.0 1 , i 2 O X i j DRI 0.00 �5 e S - 'i 0.00 5 5 .0 i. i' /% % !• \ DR2 j 0.(}0 0.00 5.0 0+44 X-1 '''q 0.71 } ry 1Ni£NT .W (4' IC} -3903 DR3 3 0.3 1 ll. 1 1 5. a a+aa VAMTV (B° TC) 39Q;37 - DR f T• I,Yt�77T W1=394,17 \�f�4 _ - r! i INVERT IN INVEftTOUi-3 r 12 ! f 'r / \ . t O l t 7 f GRACE IN! i r 1 INVERT I N (ta' RCP)=3 I ( % i•` i �( ` _ f"" INVERT OUT=3 / �� ®% ✓ / / f �' FAIN #.41F/ AT 1' /4fl,\ 20 I O ` \ RAIN #3 1 BLDG. C ROOF / \ %C / / DRAIN #2 RUNOFF PIPED TO \ s o I 1 Wim. � \ • � .. - _ .. �� '•, '~ '�� �' �! / / �� �. �\ � DRAIN #2 (UD C) /41W- --. - {) o At41P 0 ti T A fl , / 1 ; ( // _ a• PIPE DESIGN - DRAINAGE DESCRIPTIONS -- _ --_ n = 0.013 for RCP n = 0.01 for HDPE STR. PIPE INFORMATION INLET INFORMATION Pipe H.ydrologY _ 3Pipe N� DIA. LENGTH" SLOPE INVERT INVERT TRIAL INLET TYPE Curb SLOT RIM* COMMENTS -�- _in. ft, % IN OUT Tvpe LENGTH ELEVATION 12 DI -7 - - 389.50 VDOT STD. IS -1 & ST -1 REQ'D R y F a _ 0 m ^c_ 11 15 85.94 5.53% 3184.00 379.25 RCP3 N q N ..� Q L - a CU °° a v o v 10 DI-31313-31313CG-2 10 390.25 VDOT STD, IS -1 & ST -1 REQ'D _ c c m cn E 3 0 = ° a o t- Y 9 24 90.96 5.53% 3379.15 1 378.70 RCP3 ami E N > 3 E u> w ¢ v_y _ c¢ t2 = cl _ _ '_ U3 a i > Q 8 DI-3CC CG 2 8 389.56 VDOTSTD. IS -1 & ST -1 REQ'D Pipe run: Str. 12 - Outfali i - i 7 30 64.43 0.50% 378.60 378.27 RCP3 12 10 1.89 0.51 0.964 0.964 5.00 6.67 6.42 6.42 384.00 379.25 85.9 0.01 0.0553 15 15.19 11.81 0.12 6 DI-3CC CG -2 6 392.02 VDO1 STD. IS -1 & ST -1 REQ'D ---- - - - 5 30 112,05 0.50% 3378.17 377.61 RCP3 10 8 0,20 0.90 0.180 1,144 5.12 6.63 1.19 7,58 379.15 378.70 91.0 0.01 0.0050 24 16.00 5.00 0.30 - -- - - -- 4 DI-3CC CG -2 6 391.90 VDOT STD. IS -1 & ST -1 REQ'D 8 6 0.25 0.71 0.178 2.934 _ 5.42 6.53 1.16 _19.16 378.60 378.27 64.4 001 0.0050 30 29.00 6.30 0.17 3 30 97.66 0.50% 377.51 377.02 RCP3 6 4 0,04 0.90 0.036 3.501 __--5.59 6.48 1 0.23 -22.67 378.17 '377.61 1 112.1 0.01 0.0050 1 30 29.00 6,52 0.29 2 MH -1 - - 390.33 VDOT STD. IS -1 & ST -1 REQ'D 4 2 0,05 0.90 0_045 3.546 - 5.88 6.39 0.29 _22.67 377.51 377.02 97.7 0.01 0.0050 30 29.00 6.52 0.25 1 30 58.31 0.50% 374.52 374.00 RCP3 2 OUT 0,00 0.00 0.000 4.771 11.30 5.12 0.00 24.45 374.52 374.00 58.3 0.01 0.0089 30 38.70 8.30 0.12 EX DI - 8 15 23.67 17.19% 382.77 378.70 RCP3 Pipe run: Existing DI Str. 8 _ _ DR3 YARD DRAIN - - 385.75 EXD! 8 2,15 0.75 1.613 1.613 - 5.00 6.67 10.75 10.75 382.77 378.70 23.7 0,01 0.1719 15 26.78 20.61 0.02 DR3-DR2 12 42.60 1.06% 384.09 383.64 HDPE Pipe run: Drain #3 - Str. 2 DR2 YARD DRAIN - - 390.46 DR3 DR2 0.37 0.7.1 0.263 0.263 5.00 6.67 1.75 1.75 384:09 383.64 42.6 0.01 0.0100 12 3.86 4.78 0.15 DR2-DR1 12 109.40 1.03% 383.64 382.51 HDPE DR2 DRI 0,00 0.00 0.000 0.263 5.15 6.62 0.00 1.75 383.64 382,51 109.4 0.01 0.0100 12 3.86 4.78 0.38 DR1 YARD DRAIN - - 390.46 - DRI -20 12 110.41 1.03% :382.51 381.37 HDPE DR1 20 0.00 0.0,0 0.000 0.263 --5.53 6.50 0.00 - 1.75 382.51 381.37 110,4 0.01 0.0100 12 3.86 4.78 0.38 --- - - 20 DI-3BB CG -2 10 389.88 VDOT STD. IS -1 & ST -1 REGO 20 18 0.25 0.9A 0.225 0.488 5.91 6,38 1.43 3.11 381.27 380.52 124.0 0.01 0.0061 15 5.05 4.30 0.48 1g 15 123.98 0.60% 381.27 380.52 RCP3 18 16 0,05 0.90 0.045 0.533 --6-39 6.24 0.28 -3.32 380.42 378.97 176.1 0.01 0.0082 15 5.85 4.88 0.60 18 DI-3CC CG -2 6 391.45 VDOT STD. I8-1 & ST -1 REGO 16 14 0.49 0.90 0.441 0.974 7.00 6.07 2.68 5.91 378.87 378.00 112.4 0.01 0.0078 18 9.28 5.53 0.34 17 15 176.10 0.82°l0 380.42 378.97 RCP3 14 2 0.12 0.90 0.108 1.082 7.33 5.98 0.65 6.47 377.90 377.02 48.7 0.01 0.0180 18 14.09 7.76 0.10 16 DI -3C CG -6 10 385.94 VDOT STD. 18-1 & ST -1 REQ'D Pipe run: Str. 28 - Str. 2 __-_- _ --�_ -- 15 18 112.44 0.77% 378.87 378.00 RCP3 28 2 0.16 0.90 �Q 144 T 0.144-11.00 5.18 0.75 r - 0.75 386.50 378.52 120.1 0.01 0.0664 15 16.65 6.72 0.30 14 DI-3CC CG -6 10 387.98 VDOT STD. IS -1 & ST -1 REQ'D j 13 18 48.72 1.81% 377.90 377.02 RCP3 Pipe run: Str. 26 - Str. 6 26 24 0.13 0.76 0.099 0.099 - 5.00 6.67 0.66 0.66 3F37.50 383,35 72.2 0.01 0,0575 15 15.49 6.25 0.19 28 DI -3C CG -6 8 391.44 VDOT STD. IS -I & ST -I REQ'D --- - 27 15 120.11 6.64°l0 386.50 378.52 RCP3 24 22 0.17 0.90 0.153 0,252 5,19 6.60 1.01 1.66 383.25 381.75 74.3 0.01 1.0202 15 9.I 8 5.59 0.22 -- -- - -- - 26 DI -3C CG -6 10 391.16 VDOT STD. IS -1 & ST -1 REGO 22 6 0.31 0.90 0.279 0.531 , 5.41 _ 6.53 1.82 - 3.47 381.65 380.27 48.9 0 01 0.0282 15 10.85 7.77 0.10 25 15 72.17 5.75% 387.50 383.35 RCP3 24 DI -38 CG -2 8 390.31 VDOT STD. IS -1 & ST -1 REQ'D 23 15 74.26 2.02% 383.25 381.75 RCP3 22 DI -3C CG -2 8 389,56 VDOT STD. 18-1 & ST -1 RECD 21 15 48.90 2.82%381.65 380.27 RCP3 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) � � INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity I4A0 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013_ _ _ Mannin s Coefficient, n is 0.013 Inlet _Hydrology - Curb and Gutter Inlet Inlet Hydrology Curb and Gutter Inlet a a �_ � � a °o U) N C U as0w mm cN" v � @ C c C W N JaCE) Q a> tm O "U 11 '� o n U ya'0o C0 2 a rm m d + mc m )q X > x >mo n o( o m v o axJ o a It 0 11 T � O m U) m ¢ O 3 0a 0 ¢ oa) -o a) p x n. > _J- Q U U (1) U) n n F- w u 0 C7 > -1 ¢ v C (7 (n S n n F= `a _ w d n Q) ui Cf 0 o 10 3BB 10.0 0.20 Q90 0.180 0.72 0.00 0.7:? 0.033 0.02 2.0 0.0830 4.1500 j 4.71 0.90 3.5120 0.1463 0.1517 7.36 1.36 1.00 0.72 0.00 10 3BB 10.0 0.20 0.90 0.180 1.17 0.00 1.17 0.033 0.02 2.0 0.083 4.1500 5.65 0.85 3.5120 0.1463 0.1444 9.30 1.08 1.00 117 0.00 24 38 8.0 0.17 0.90 0.153 0.61 0.00 0.6'1 -0,0330.02 2.0 0,0830 4.1500 4.43 0.92 3.5120 0.1463 0.1546 6.80 1.18 1.00 0.61 0.00 24 38 8.0 0.17 0.90 0.153 0.99 0.00 0.99 10.033 0.02 2.0 0.083 4.1500 5.32 0.88 3.5120 0.1463 0.14,9 8.53 0.94 1.00 0.99 0.00 0.07 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 inlhr for capacity and depth) Mannin s Coefficient, n is 0.013 _ Inlet H drolo Curb and Gutter Inlet _ ` - Ln (p Q O O E $ O -O_ 22 O 'q Y O N a) c p m U O� C $ ¢ s __ ¢ Ci U ci C:J Q U) U) 3 (0 (n }-- 0 F s `� 0.02 0.90 .o a) 11 Q) 6 2 3 o m 2.0 0.083 m O rU. m O O o m o o' u? o- 2 1 m o m a > -J ¢ (.) U C1 U C1 u) U) 'S U) TO E- LU _ -O ii I- Of 0.98 0.008 Left 0.02 0.90 0.018 0.07 0.00 0.07 0.008 0.050 2.0 0.083 1.6600 1.48 1.00 0.06 1 0.122 1 1.12 Right 0.03 0.90 0.027 0.11 0.00 0.11 0.008 0.050 2.0 0.083 1.6600 1.72 1.00 2.04 1.00 STR 4 DI-3CC 6.0 combined flow 0.2 0.02 J 0.04 0.088 1 0.81 0.018 J _) Left 0.02 0.90 0.018 0.07 0.00 0.07 0.008 0.040 2.0 0.083 2.0750 1.70 1.00 0.2 0.05 0.105 1.21 Right 1 0.02 0.90 0.018 0.07 0.00 0.07 0.008 0.040 2.0 0.083 2.0750 1.70 1.00 Right STR 6 DI-3CC 6.0 combined flow 0.1 0.057 0.37 0.00 0.03 0.076 1 0.87 0.020 2.0 Left 0.17 0.71 0.121[�OA80,00 0.48 0.015 0.020 24,1500 1.2 X1.70 0.90 Right 0.08 0.71 0.057 0.00 0.23 0.008 0.020 2.0 0.083 4.-1500 4.04 0.94 STR r DI3CC 8.0 combined flow 0.7 0.018 0.09 0.194 1 4,46 0.00 012 0.050 Left 0.10 0.90 0.090 0.36 0.00 0,36 0.050 0,050 2.0 0.083�1.660090 STR 14 DI3CC 10.0 1.00 > combined Right 0.02 0.90 0.018 0.07 0.00 0.07 0.050 0.050 2.0 0.083.04 0.29 0.90 1.00 0.00 1.70 0.040 0.050 STR 14 DI-3CC 10.0 combined flow 0.4 1.6600 O.U6 0.126 1.15 0.90 Leis 0.29 0.90 0.261 1.04 1 0,00 1.04 0.040 0.050 2.0 0.083 1.6600 2.95 0.95 3.08 0.94 Right 0,20 0.90 0.180 0.72 1 0.00 0.72 0.040 0.050 J-2.0 0.083 1.6600 2.56 0.98 0.90 0.018 0.12 0.00 STR 16 D! -3C 100 combined flow 1.8 2.0 0.15 0.321 2.94 z 3.15 Left 0.02 0.90 0.018 0.07 0.00 0.07 0.008 0.020 __ 2.0 0.083 4.1500 2.62 0.99 2.0 0.083 Right 0.03 0.90 0.027 0.11 0.00 0.11 0.008 0,020 > 2.0 0.083 4.1500 3.06 0.99 0 ® < STR 18 DI3CC 6.0 combined flow 0.2 0.063 0.04 0.088 2.03 0.00 ,. Left 0.07 0.90 0.063 0.25 0.00 0.25 0.015 0.024 1 2.0 0.083 3.4583 ;3.29 0.97 0.00 1.05 0.005 Right 0.18 0.90 0.162 4.65 0.00 0.65 0.005 0.024 2.0 0.083 3 4583516L r 0.82 Left 0.06 STR 20 DI-3BB 10.0 combined flow 0.9 0.35 0.15 N/A 0.30 0.42 0.010 0.020 Left 1 0.06 1 0.90 1 0.0,941 0.22 1 0.00 0.22 _ 0.010 0.020 2.0 1083 4.1500 3.75 0.96 0.00 1.46 0,008 Right 0.25 0.90 1 0.2251 0.90 1 0,00 0.90 0.008 L0.020 2.0 0,083 4.1500 6.77 0.78 1.9 0.17 0.373 8.54 STR 22 Di -3C 8.0 combined flow 1.1 0.02 0.12 0.263 6.02 0.015 4.10 0.00 Left 1 0.02 1 0.76 1 0.015 0.06 1 0.00 0.06 0.010 1 0.029 1 2.0 0.083 2.86211,85 0.76 1.00 0.54 0.00 0.54 0.010 Right R g 0.11 0 -.76 10-0841 0.33 0.00 0.33 0.010 1 0.029 2.0 0.083 2.8621 3.51 o.95 Left STR 26 DI -3C 10.0 combined flow 0.4 ce 0.05 0.118 1.87 0.00 Left 0.09 0.90 0.081 0.32 0 00 0.32 0.010 0.026 2.0 0.083 3.1923 3.71 0 94 4.61 0,87 Right 0.07 0.90 0.063 0.25 0.00 0.25 0.005 0.026 2.0 0.083 3.1923 3.84 0 94 CL STR 28 DI -3C 8.0 combined flowl 0.6 - 0.08 0.169 F 2.98 SCOTT R. COLLINS QJ Lic. No. 036791 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6,5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hldroloov Curb and Gutter Inlet ) Ln (p Q O O E $ w m -O_ 22 O 'q Y O m c o c p m p %o, x a) 3 o t Q E o d > J ¢ s __ ¢ Ci U ci C:J Q U) U) 3 (0 (n }-- Left 0.02 0.90 0.018 0.12 0.00 i 1 0.050 2.0 0.083 1.6600 1.78 1.00 Q 0.03 1 0.90 10.027 0,18 w 0.98 0.008 0.0502.0 0.083 1.6600 2.07 1.00 STR 4 DI3CC 6.0 combined flow 0.3 _ 0.06 1 0.122 1 1.12 Left 0.02 0.90 0.018 0.12 0.00 0.12 0.008 0.040 2.0 0.083 J 2.04 1.00 z itf KD 0.02 J 0.90 0.018 J _) 1 0.00 0.12 0.008 0.040 1 2. 0_i 0.083 1 2.0750 2.04 1.00 STR 6 DI-3CC 6.0 combined now 0.2 0.05 0.105 1.21 Left 0.17 1 0,71 1 0.121 1 0.78 0.00 0 1 0,020 2.0 0.083 4.1500 5.64 0.85 Right 0.08 0.71 0.057 0.37 0.00 0.37 0,008 0.020 2.0 0.083 4.1500 4.84 0.89 STR 8 DI-3CC 8.0 combined flow 1.2 0,12 0.269 6.16Left 0.10 0.90 0.090 0.59 0.00 0.59 0.050 0.050 2.0 0.0832.27 1.00Right O 0.90 0.018 0.12 0.00 012 0.050 0.050 � 00831.24 a 1.00 STR 14 DI3CC 10.0 > combined flow 03 0.08 1 0.174 1 1.59 Left 0.29 0.90 0.261 1.70 0.00 1.70 0.040 0.050 20 0.083 1.6600 3.54 0.90 Right 0.20 0.90 0.180 1.17 0.00 1.17 0.040 0,050 2.0 0.083 1.6600 3.08 0.94 STR 16DI-3C 10.0 combined flow 2.9 0.20 1 0.443 1 4.07 Left 0.02 0.90 0.018 0.12 0.00 0.12 0.008 zw 2.0 � z 3.15 0.98 Right 1 0.03 1 0.90 0.027 0.18 1 0.00 0.18 0.008 0.020 2.0 0.083 4.1500 3.67 0.97 f LU STR 18 DI-3CC 6.0 combined flow 0.3 0.06 0.122 2.80 0 ® < z 0.90 0.063 0.41 0.00 ,. 0.024 2.0 I-- 3.95 0.94 Right 0.18 0.90 4.162 1.05 0.00 1.05 0.005 0.024 2.0 0.083 3.4583 6.91 0.73 W STR 20 DI-3BB 10.0 combined flow 1.5 0.15 N/A 0.30 Left 0.06 0.90 0.054 0.35 0.07 0.42 0.010 0.020 2.0 0.083 4.1500 4.50 CV Right 0.25 0.90 0.225 1.46 0.00 1.46 0,008 v 2.0 0.083 4.1500 8.12 0.69 Z combined flow 1.9 0.17 0.373 8.54 Left 0.02 0.76 0.015 4.10 0.00 0.10 0.010 0.029 2.0 - UJ 2.22 1.00 Right 0.11 0.76 0.084 0.54 0.00 0.54 0.010 0.029 2.0 0.083 2.8621 4.21 0.93 STR 26 DI -3C 10.0 combined flow 0.6 0.53 0.010 0.026 2.0 0.083 3.1923 4.45 0.89 0.07 0.164 2.59 Left 0.09 0.90 ce Q 53 0.00 Right 0.07 1 0.90 0.063 1 0.41 0.00 0.41 0.005 1 0.026 1 2.0 1 083 3.1923 4.61 0,87 LU combined flow 0.9 0.11 0-234 4.12 CL - (n INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6,5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hldroloov Curb and Gutter Inlet ) n c (p Q O O E $ w m -O_ 22 O 'q Y O m c o c p m p %o, x a) 3 o t Q E o d > J ¢ s __ ¢ Ci U ci C:J Q U) U) 3 (0 (n }-- Left 0.02 0.90 0.018 0.12 0.00 0.12 0.008 1 0.050 2.0 0.083 1.6600 1.78 1.00 Right 0.03 1 0.90 10.027 0,18 W 0.98 0.008 0.0502.0 0.083 1.6600 2.07 1.00 STR 4 DI3CC 6.0 combined flow 0.3 _ 0.06 1 0.122 1 1.12 Left 0.02 0.90 0.018 0.12 0.00 0.12 0.008 0.040 2.0 0.083 2 0750 2.04 1.00 KD 0.02 J 0.90 0.018 ).12 1 0.00 0.12 0.008 0.040 1 2. 0_i 0.083 1 2.0750 2.04 1.00 STR 6 DI-3CC 6.0 combined now 0.2 0.05 0.105 1.21 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6,5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hldroloov Curb and Gutter Inlet n c (p Q O O E $ w m -O_ 22 O 'q Y O m c o c p m p %o, x a) 3 o t Q E o d > J ¢ s __ ¢ Ci U ci C:J Q U) U) 3 (0 (n }-- Left 0.02 0.90 0.018 0.12 0.00 0.12 0.008 1 0.050 2.0 0.083 1.6600 1.78 1.00 Right 0.03 1 0.90 10.027 0,18 0.00 0.98 0.008 0.0502.0 0.083 1.6600 2.07 1.00 STR 4 DI3CC 6.0 combined flow 0.3 _ 0.06 1 0.122 1 1.12 Left 0.02 0.90 0.018 0.12 0.00 0.12 0.008 0.040 2.0 0.083 2 0750 2.04 1.00 Right 0.02 J 0.90 0.018 ).12 1 0.00 0.12 0.008 0.040 1 2. 0_i 0.083 1 2.0750 2.04 1.00 STR 6 DI-3CC 6.0 combined now 0.2 0.05 0.105 1.21 Left 0.17 1 0,71 1 0.121 1 0.78 0.00 0.78 0.015 1 0,020 2.0 0.083 4.1500 5.64 0.85 Right 0.08 0.71 0.057 0.37 0.00 0.37 0,008 0.020 2.0 0.083 4.1500 4.84 0.89 STR 8 DI-3CC 8.0 combined flow 1.2 0,12 0.269 6.16Left 0.10 0.90 0.090 0.59 0.00 0.59 0.050 0.050 2.0 0.0832.27 1.00Right 0.02 0.90 0.018 0.12 0.00 012 0.050 0.050 20 00831.24 BZJ 1.00 STR 14 DI3CC 10.0 combined flow 03 0.08 1 0.174 1 1.59 Left 0.29 0.90 0.261 1.70 0.00 1.70 0.040 0.050 20 0.083 1.6600 3.54 0.90 Right 0.20 0.90 0.180 1.17 0.00 1.17 0.040 0,050 2.0 0.083 1.6600 3.08 0.94 STR 16DI-3C 10.0 combined flow 2.9 0.20 1 0.443 1 4.07 Left 0.02 0.90 0.018 0.12 0.00 0.12 0.008 0.020 2.0 0.083 4.1500 3.15 0.98 Right 1 0.03 1 0.90 0.027 0.18 1 0.00 0.18 0.008 0.020 2.0 0.083 4.1500 3.67 0.97 STR 18 DI-3CC 6.0 combined flow 0.3 0.06 0.122 2.80 Left 0.07 0.90 0.063 0.41 0.00 0.41 0,015 0.024 2.0 0.083 3.4583 3.95 0.94 Right 0.18 0.90 4.162 1.05 0.00 1.05 0.005 0.024 2.0 0.083 3.4583 6.91 0.73 STR 20 DI-3BB 10.0 combined flow 1.5 0.15 N/A 0.30 Left 0.06 0.90 0.054 0.35 0.07 0.42 0.010 0.020 2.0 0.083 4.1500 4.50 0.92 Right 0.25 0.90 0.225 1.46 0.00 1.46 0,008 0.020 2.0 0.083 4.1500 8.12 0.69 STR 22 DI -3C 8.0 combined flow 1.9 0.17 0.373 8.54 Left 0.02 0.76 0.015 4.10 0.00 0.10 0.010 0.029 2.0 0.083 2.8621 2.22 1.00 Right 0.11 0.76 0.084 0.54 0.00 0.54 0.010 0.029 2.0 0.083 2.8621 4.21 0.93 STR 26 DI -3C 10.0 combined flow 0.6 0.53 0.010 0.026 2.0 0.083 3.1923 4.45 0.89 0.07 0.164 2.59 Left 0.09 0.90 0.081 Q 53 0.00 Right 0.07 1 0.90 0.063 1 0.41 0.00 0.41 0.005 1 0.026 1 2.0 1 083 3.1923 4.61 0,87 STR 28 DI -3C 8.0 combined flow 0.9 0.11 0-234 4.12 .-� Q a LO t� L9 Lu co CY) C t� co LL. C\J < CL /' U L9 I U IL J < U) LLJ _ ll 0 J C- 171- i Design Yeah: 10 Project: 5th St. Job #: 132093 Prepared by: FGM, PE 0 =tom `Z F -T 38127 48.90 15 3.47 0.003 0.14 7.8 0.2 LU -6.5 1.7 5.6 9.3 0.5 0.17 151 0.3395 0.74 0.97 0.48 0.62 381.89 389.56 Ul 382.75 74.26 15 1,66 0.001 0.05 5.6 0.1 ' 24 0.7 6.3 4.1 0.6 0.21 128 0.4248 0.76 0.99 0.49 0.54 383.29 390.31 384.35 72.17 15 0.66 0.000 0.01Lii 6.3 0.2 26 0.00--T40 r 0 0,15 0.20 0.10 0.11 384.46 391.16 -- -, 379.52; 120.11 15 0.75 0.000 0.02 6.7 0.2 D DJ 28 0.00 92 0 0.18 0.23 0.11 0.13 379.65 391.44 U) «; 378.22; 48.72 18 6.47 0.004 0.18 7.8 0.2 14 5.9 5.5 33 0.5 0.17 170 0.3324 0.73 0.95 0.48 0.66 378.88 387.98 L 379.20) 112.44 18 5.91 0.003 0.36 5.5 0.1Lu 16 3.3 4.9 16 0.4 0.13 1701 0.2591 0.51 0.66 0.33 0.69 379.89 385.94 UJ lj j y 379.97 176.10 15 3.32 0.003 0.47 4.9 0.1 - cc I+"U 18 3,1 4.3 13 03 0.10 108 0.2012 0.39 0.51 0,26 0.72 380.69 391 -45 �" lppi � � � 381.52; 123.98 15 3.11 0.002 0.29 4.3 0.1 ICY. 20 1.8 4.8 8.4 0.4 0.12 176 02487 0.44 0.58 0.29 0.58 382.10 389.88 ��.,3j.�., 382.17 110.41 12 1.75 0.002 023 4.8 0.1 f DRI 1.8 4.8 8.4 0.4 0.12 1 91 0.2487 0.46 0.60 N/A 0.83 383.00 390.46 ] ��7-1 383.31. 109.40 12 1.75 0.002 0.23 4.8 0.1 0 DR2 1.8 4.8 8.4 0.4 0.12 100 0.2487 0.46 0.60 N/A 0.83 384.14 390.46 384.441 42.60 12 1.75 1 0.002 0.09 4-8 0.1 < w DR3 - 0.00 96 0 0.09 0.12 N/A 0.20 384.64 385.75 385.49) 23.67 15 10.75 0.028 0.66 20.6 1.6 , EX DI 0.00 130 0 1.65 2.14 1.07 1.73 387.22 391 ,09 p - 376.00) 58.31 30 24.45 0.004 0.21 8.3 0.3 Ln 0 LU - 2 1 1 22.7 6.5 148 0,7 023 0 0 0.50 N/A N/A 0.71 376.71 390.33 379.02 97.66 30 1 22.67 0.003 0.30 6.5 0.2 JOB NO. 4 22.7 6,5 148 0,7 0.23 180 0.4624 0.86 1.12 0.56 0.86 379.88 391.90�� J 379.88 112.05 30 22.67 0.003 0.34 6.5 0.2 93 6 19.2 6.3 121 0.6 0.22 147 0.4314 0.81 1.06 0.53 0.87 380.75 392.02 1 %) 380.75 64.43 30 19.16 0.002 0.14 6.3 0.2 SCALE Y 8 10.7 20.6 222 6.6 2.31 177 4.6183 7.08 9.21 4.60 4.74 385.49 389.56 AS SHOWN 385.49 90.96 24 7.58 0.001 010 5.0 0.1 10 1 6.4 11.8 76 2.2 0.76 107 1.517 2,37 3.08 1.54 1.64 387.14 390.25 sxEET NO. 387.14 85.94 15 6.42 0.010 0.85 11.8 0.5 121 1 0.00 178 0 10.5410.70 LO.351 1.20 1 38834 1 389.50 7 34" 144" 66" so° 22" 174" lag" TENANT TENANT TENANT TENANT TENANT N -NOTE: PROPOSED SIGN NAME TO STATE "FIFTH STREET CENTER" ROUTED BACKel: w.,, WHITE ACRYLIC W/ P RI'OkAMD BLACK bINYL "ENAMT PANELS: FWF (5) BLANK METAL TO BE R COUT61) I 7E t3" x 120" !'HINT Ct)LOR: -.- IVATTHEVVS M925B MALIBU .SAND SUEDE DRIC16 To MATCH :ai4CiPPiNG cEntrrR BRICK :SIGN MOUNTS BETWEEN (2) ,3" POLES S01f,F if4TIC OF PJ?0MSf'D S16!jV .F'T.416 NOT TO SCALE EK 1=avers a 4 in.. x 8 in. 'i ll Re Composite Permeable Laver Grid System Pavers per r1(])or Equivalent SCffff &TIC OF PROM,,7ffV PXlCAY P4V R PiiDFST.R ,4Ar PATH Rff4IL NOT TO SCALE 2A X 27YA" MIN - 204" MAX. RAIL. HEIGHT GR -2 (W-3" POST 5PACIW) MAX DYNAMIC DEFLE(MON - ':3 NOTES: GUARDgAL LO<( ATIONS SHOWN ON PLAYS ARE. APPROXIMA-TE ONLY AND CAN FSE A0,1',)STEU GIpRINC- fiGN,3TK,, TION IF AND AS. OIRE.CTE3 BY THE ENGINEER: FGR. DETA4.G OF POST AND BLCrOKOLlTSSEE SHEET NO, 501:0$ FOR. DETAILS OF RAL.ELEMPAT, RAIL !,LICE JOINT, AND ASSOCIATED HARDWARE SEE SHEET NO3_.501.01 AND 501,02.. RAIL ELE"RENTS ARE Ft)RNI$HCD SHOP CURVED' FOR RADII BETWEEN 5 FEET Al }`"t 15^ FEET: ALL GU.yRrRA1L POSTS SHALL BE SET PL- M8. F}5 f 5Hp1 L NOT pE SET WITH A VARIATION: 6,F. AAGRE THAN /g PER FOOT' FRC%1 VERTICAL. W-6EAK BLOCKOUT5, ANG POSTS SHALT 6E SET ANq .DEIGNED NITHGQT ALTERATION OR FORCEIAS PER SECTION 505 OF THE SPECIFICATIONS. ALL GR -2 AND Chi -2A RAL SHALL BE MA6N'TANE6 AT A HEIGHT OF.�a" VIN - ak33!d" MAX AS' 14ENIiz SiAREO PE STAAtD!uRD CR -INS. ALL W -BEAM RAIL SHALL BE L.APPEQ. INS. THE DIRECTION OF VEHICULAR TRAVEL FOR. THE FINISHED, ROADWA'e. THE CPTIONAL qH 2A IAETHOS GF NEaTING THE RAIL OR USE OF AN NxlftIopoL RAL ON THE :'BACK OF THE POST FOR ST.A DAAR0 GR -2A SH&L BE APPROvEG S" THE ENGINEER PRic^R . TO INSTALLAIiomN -`tie 13 'l21�jy 3•-ri?�� \ GR -2A LY -M?," POST SPACIW:;1 MAX O'�NALMC- DEFLECTION - 2' x OPTIONAL GR -2A -METHOD x OPTIONAL GR --2A METHGD- ,;SItaG-NESTED? RAIL U51NC .AVDITIONAL RAIL ON RACK OF F x)ST x WHEN NESTED RAIL Jk AUNT[QNAL RAL I$ PLACEV 'ON t3.AcK OF =POST FOR GR -2A THE POST SPACING WILL BE 6'�S * SUGQESTEA1 MAXIMUM .FLARE' RATE FOR SEMI-PIGIO 6ARRIE?- SYSTEMS NVDOT A C091Y OF THE ORIGINAL ;EALEG AND SIGNED DRAINING IS ON FILE IN THE CETRAL oFFIC:E AND 81IDGE SfAN'DARD-S STANDARD BLOCKED -OUT W -BEAM GUARDRAIL I of 2 REVISION DATE (STRONG POST SYSTEM) }s 08/14 VIRGINIA OEA'ARTMENT OF TRANSPORTATION 20`16 ROAD &,ERIDGE'STANDARDS NOTE: FINAL STRUCTURAL WALL DESIGN TO BE SUBMITTED SEPARATELY WITH STRUCTURAL ENGINEERING PLANS PERFORMED BY A LICENSED PROFESSIONAL STRUCTURAL ENGINEER NOTE: CONCRETE (VARIABLE WIDTH) SHALL BE 3000 Psi (5' MIN.) AT 28 DAYS OR STRONGER. 4" CONC.-\ �- 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE s i s s � FACE III 0UTA ' '� I=d 117 FLARE RATES TYPICAL SECTION DEMON SPEED INSI?TE SHY LINE 9E•(5ND SHY LINE NIPH LINE FL LS RATE FLME- RATE '10 9' _'O -I 15:1 Io- 50 8' 216:1 14:; -k HO 6.5' 211 1111 15.98 SM -9.5 2 2.25 ADT (WEEKDAY)= 79.26 VEHICLES/DAY PER 1, 000s f x 8, 520sf = 676 ADT (338 ENTER * SUGQESTEA1 MAXIMUM .FLARE' RATE FOR SEMI-PIGIO 6ARRIE?- SYSTEMS NVDOT A C091Y OF THE ORIGINAL ;EALEG AND SIGNED DRAINING IS ON FILE IN THE CETRAL oFFIC:E AND 81IDGE SfAN'DARD-S STANDARD BLOCKED -OUT W -BEAM GUARDRAIL I of 2 REVISION DATE (STRONG POST SYSTEM) }s 08/14 VIRGINIA OEA'ARTMENT OF TRANSPORTATION 20`16 ROAD &,ERIDGE'STANDARDS NOTE: FINAL STRUCTURAL WALL DESIGN TO BE SUBMITTED SEPARATELY WITH STRUCTURAL ENGINEERING PLANS PERFORMED BY A LICENSED PROFESSIONAL STRUCTURAL ENGINEER NOTE: CONCRETE (VARIABLE WIDTH) SHALL BE 3000 Psi (5' MIN.) AT 28 DAYS OR STRONGER. 4" CONC.-\ �- 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE s i s s � FACE III 0UTA ' '� I=d 117 CENTER): TYPICAL SECTION CLASS A3 CONCRETE (3000 PSI AT 28 DAYS, OR STRONGER) CURB and SIDEWALK NO. 8ORNO. 57AGGREGATE & 419 EXIT) COMPACTED SUBGRADE SCALE: NONE GRADED AND THOROUGHLY NOTES: s) CONTRACTION JOINTS TO BE AT 6'0.C. COMPACTED SUBGRADE 2) EXPANSION JOINTS TO BE AT ALL CHANGES 18, 900sf = 95 IN DIRECTION AND AT 3o' O.C. MAXIMUM. (53 ENTER, 42 c21 5Q$ '-O"•3'-01" 13'-q t J. PARKING SPACE PAVEMENT 2" SM -9.5 SURFACE C 3" BM -25 BASE COUF 5" 21-A SUB -BASE COMPACTEC SUBGRADE ASPHALT PAVING - HEAVY DUTY ACCESS ROAD AND TRUCK ROUTE NO SCALE 2" SM -9.5 SURFACE C 8" 21-A BASE COUF COMPACTEI SUBGRADE ASPHALT PAVING - LIGHT DUTY PARKING SPACES & DRIVE AISLES NO SCALE fiRX ��6 a 0 TRIP GENERATION/0- { \�° r I BASED ON ITE TRIP GENERA TION MANUAL f PROPOSED 18, 900sf, BUILDINGS A & B (ITE LUC 814, SPECIALTY RETAIL CENTER): ADT HCV Design ADT ADT (WEEKDAY)= 44.32 VEHICLES/DAY PER 1, OOOsf x 18, 900sf = 838 ADT (419 ENTER & 419 EXIT) 2: AM PEAK HOUR (WEEKDAY)= 6.84 PEAK AM HOUR PER 1, 000sf x 18, 900sf = 129 VPH (62 ENTER, 67 EXIT) PM PEAK HOUR (WEEKDAY)= 5.02 PEAK PM HOUR PER 1, OOOsf x 18, 900sf = 95 VPH (53 ENTER, 42 EXIT) PROPOSED 8,520sf, BUILDING C (ITE LUC 565, DAY CARE CENTER): 15.98 SM -9.5 2 2.25 ADT (WEEKDAY)= 79.26 VEHICLES/DAY PER 1, 000s f x 8, 520sf = 676 ADT (338 ENTER & 338 EXIT) 21A AM PEAK HOUR (WEEKDAY)= 12.79 PEAK AM HOUR PER 1, OOOsf x 8, 520sf = 109 VPH (58 ENTER, 51 EXIT) PM PEAK HOUR (WEEKDAY)= 13.18 PEAK AM HOUR PER 1, 000sf x 8, 520sf = 112 VPH (53 ENTER, 59 EXIT) 0 �T F c1 SC071, R. COLLIES' Lic. No. 0115791 - LJ 2r,/ 111 �i ONAL L� Pavement .Design RF= 1.0 Location ADT HCV Design ADT CBR U LLJ 2: Surface h a Base Ib a Sub -base h a Q i DRIVE AISLE - Heavy Dirty 1,514 H U-) � Z 5 5 15.98 SM -9.5 2 2.25 BM -25 4 1 / 21A 5 0.6 16.10 DRIVE AISLE - Light Duty 750 5 Pavement .Design RF= 1.0 Location ADT HCV Design ADT CBR SSV Dr Surface h a Base Ib a Sub -base h a Dp DRIVE AISLE - Heavy Dirty 1,514 5 1564 5 5 15.98 SM -9.5 2 2.25 BM -25 4 2.15 21A 5 0.6 16.10 DRIVE AISLE - Light Duty 750 5 800 5 5 13.65 SM -9.5 2 2.25 BM -25 3 2.15 21A 6 0.6 14.55 PARKING SPACES - - - 5 5 - SM -9.5 2 1.67 BM -25 0 1.6 21A 9 0.6 8.74 1'-0" (T?P.) STEEL BOLLARD (INTERIOR) ! (TVP.) (SEE DETAIL THIS SHEET) `e <' 5'-0" o n° F. ao '.: (TVP.) `y 4... a JL 1'-O" (TVP.) BRICK ENCLOSURE TO MATCH I p PROPOSED BUILDING (8" WIDTH X 7'-O" HEIGHT) 4 R A- ;4 STEEL BOLLARD (EXTERIOR) (TYP) (SEE DETAIL THIS SHEET) O .' # - 4.' .. $ 2.-0 421 °-4 ' DUMPSTER GATE (SEE DETAIL THIS SHEET) 45' CHAMFER DENO7ES 8 C. Y. DUMPSTER -722'787 6'-0"(L) X 5'-6"(W) X 6'-8"(1.1) LA YOUT IL _ (2 PER DUMPS7ER PAD) NOTE. BROOM FINISH 6x6" W2.1xW2.1 WELDED �2" WIRE REINFORCEMENT 7" CLASS A3 CONCC, 7" 21A STONE / COMPACTED SUBBASE DETAIL N CONCRETE DUMPSTER PAD N07E : CON7RACTOR TO VERIFY W17H ON-S17E GE07ECHNICAL ENGINEER FOR FINAL CONCRETE DETAILS. CIL GA 7E PIN 10' - 6" 10' - 6" 1x6x6 TREATED BOARDS U BOL 7ED TO IRON FRAME ---'F2x2xJ116 CANE BOOT ANGLE IRON FRAME DETAIL N DUMPSTER GATE DETAIL - DUMPSTER .AREA NOT TO SCALE PA VEEMEN T.- 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, 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, 11, OR 1/1 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 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 BASF 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED. 7. PRIME COAT MUST BE APPLIED TO BASE' MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC --250 Com? 0.3 GAL./SQ. YD.). & BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPOR TA TION 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. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTA TION MA Y BE LOCA TED WITHIN THE STREETS RIGHT OF WA Y. GRADING; 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICA TICINS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL 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 VEGETATION 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: DRAIM4 GE: 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A M/NhMUM COVER OF ONE (1) FOOT OR AN APPROVED VDOT PIPE MATERIAL 2. STAINDARD UNDERDRAINS (CD -1 OR CD --2 OR UD -4'S) TO BE PROVIDED AS INDICATED ON THE PLAINS, OR WHERE FIELD CONDITIONS INDICATE. J. ALL DRI VEWA Y ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET 1N 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 ENGIINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. ALBEMA)RLE COUNTY GENERAL CONSTRUCTION NOTES FOR SITE PLANS: 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION To A)NY EXISTINGOAD R A PERMI E T SHALL B OBTAINED FROM THElR V GINIA DEPARTMENT OF TRAN'SPORTA TION (VDOT). THIS PLAN AS DRAWN MA Y NOT ACCURA TEL Y REFLECT THE REQUIREMENTS OF AHE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GO VERN. 2. ALL )PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSiION 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. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3.. I OR BETTER ARE TO BE ACHIEVED. 5. PA VSD, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR=S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL 'TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS 8. ALL EXCA VA TION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). h UJ +-i ,-1 LO l7 Z r w Uj T 01 - 1C� _ I� J L: 1< 1� I� ILL. 'Grp IM - ICL LO LO _ 4 0 .L, ILLJ p-6 jL 1 Q 0 :. �' 0 _LS IU UJI UJIJ TI \ Uj r;Ln w L © Lu - 2� S - sL cn JOB NO. 132093 ® U S CALE AS SHOWN SHEET NO. 8 ! r w Uj T 01 - 1C� _ I� J L: 1< 1� I� ILL. 'Grp IM - ICL LO LO _ 4 0 .L, ILLJ p-6 jL 1 Q 0 :. �' 0 _LS IU UJI UJIJ TI \ Uj r;Ln w L © Lu - 2� S - sL cn JOB NO. 132093 ® U S CALE AS SHOWN SHEET NO. 8 c� FRAME & COVER (SEE FIG. S-I-D,E) SLOPED AREA " i "A STREET SURFACE OR NON -PAVED AREA 1'-0" MAX a \ e ANCHOR EXTENDS INTO SIDE OF DITCH RUBBER COATED STEEL IN iETE Il I�it r. STEPS CAST IN PLACE 4 CLEARANCE DiTCH M 6" MIN. PRECAST REINFORCED Q LINE CONCRETE SECTIONS 12_M IN VARIES �Ti_ PIPE 0 RING SEALS ----- 4 16 MAX 2500 PSI CONGRETE MINIMUM ELEVATION � � 12"I- -- '"� DIFFERENCE ACROSS M.H. 5" 4'-0" 5' PLAN FROM INLET TO OUTLET NO. 68 STONE -SPACING- -SPACING - SPACING SHALL BE 0.20 FEET. I D.I. PIPE CONCRETE 4 W � DEPTH OF FLOW FILLETS c� LV ANCHOR NO. 1 AT z FIRST JOINT ABOVE CHANNEL TO BE REQUiRED WHEN SOIL GRADE SPACING MANHOLE. 3/4 DIAMETER OF CONDITIONS ARE UNSTABLE 20% TO 35% NOT OVER 36' CONTRIBUTING -- SEWER. p 35% TO 50% NOT OVER 24'' 50% OR GREATER NOT OVER 16' T ��rj ` 1 12„ A FILLETED INVERT FOR A SMOOTH " Is, TRANSITION OF I -LOW BETWEEN PROFILE E INLET & OUTLET PIPE SHALL BE TYPICAL ANCHOR DETAIL FOR SEWERS ON GRADES 20�7,; AND GREATER -- _ N.T.S FIG. S-4 FRAME & COVER (SEE FIG. S-I-D,E) SLOPED AREA " i "A STREET SURFACE OR NON -PAVED AREA 1'-0" MAX a \ e DOGHOUSE RUBBER COATED STEEL IN iETE Il I�it �'--O" MIN STEPS CAST IN PLACE 4 CLEARANCE PREFORMED BYj PRECAST REINFORCED Q STONE BEDDING CONCRETE SECTIONS 12_M IN OUTSIDE DIAMATER .•r 0 RING SEALS ----- 4 16 MAX 8"MIN MINIMUM ELEVATION � � - DIFFERENCE ACROSS M.H. 5" 4'-0" 5' �- FROM INLET TO OUTLET NO. 68 STONE - _ SHALL BE 0.20 FEET. - CONCRETE 4 VARIES DEPTH OF FLOW FILLETS FOUNDATION (SHALL BE CHANNEL TO BE REQUiRED WHEN SOIL 3/4 DIAMETER OF CONDITIONS ARE UNSTABLE CONTRIBUTING -- SEWER. p 12„ A FILLETED INVERT FOR A SMOOTH TRANSITION OF I -LOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SNOWING BRANCH TIE --IN N.T.S FIG. S -I -A TD -25 -n 0z U) 0 .r" r ZT ..d:.. 0 0 O r M X 27 1/2- DIA [699mm] M 26 1/4" DIA [667mm] 90 C) 24" DIA [606mm] 28 7/16" DIA M [722mm] "1 36" DIA [914m m] FRAME SECTION (4) 1 " (25mm) DIA HOLES ON 32 3/4" (834mm) DiA BOLT CIRCLE. 2" (51 mm) LETTERS (RECESSED FLUSH) 1" I- [25mm] 1 1/2" [38mm] 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 (1-800-552-7001). 6. ALL WATER AND SEWER PiPES SHALL HAVE A MiNIMUM OF THREE AND A HALF (3.5) 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. T 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. 10. 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). PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE WiTH PART V, SECTION G OF THESE SPECIFICATIONS. I DOGHOUSE REMAINING BACKFILL SHALL IN iETE Il I�it SEWER PIPE OPENINGBLOCKS r• III' II CLEARANCE PREFORMED BYj BETWEEN EXISTING PIPE MANUFACTURER OR �I'e;AND STONE BEDDING SAW CUIT TO FIT PIPE OUTSIDE DIAMATER .•r i��:+ :���O+t 8"MIN INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED 12" THICK VDOT _ No. 68 STONE BEDDING 8"x8"x16" AND 4"x8"x16" SOLID CONCRETE BLOCKS 140 CENTER W/RISER DOGHOUSE MANHOLE BASE 'NALL (4 EACH)I 'FILL DOGHOU,,;;,�,:,,::;: ' ' SE OPENING MANHOLE ABOVE BASE SHALL AROUND EXISTING PIPE BE CONS`iRUCTED AS SHOWN WITH 3,000 PSI CONCRETE ON FIGURE S -1-A OR NON -SHRINKING GROUT ALLOW C(ONCRE- TO FLOW A MiN 1'-0" BEYOND I OF STRUCTURE WRAP EXISTING PIPE WITH NEOPRENE GASKET MATERIAL BEFORE FiLLING THE OPENING NEOPRENE SECURED BY 2 NC CORROSIVE STRAPS, 1 ON EACH SiDE OF OPENING 12" MIN. CAST -IN PLACE 3,000 PSI CONCRETE BASE FOUNDATION SECTION VIEW NOTES: 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW FLOW TO THE EXISTING PIPE. 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN ACCORDANCE WITH THESE SPECIFICATIONS. TYPICAL MANHOLE BASE SHOWING "DOGHOUSE'" INSTALLATION N.T.S FIG. S -1-A1 iD-26 s W (2) CORED \� -- PICKBARS 1 1/8" (29mm) DIA BOSS 7„ [178mm] 1 1/2" 26" DIA [660mm] [38mm] 1/4" (6mm) DIA 3 1/8" NEOPRENE GASKET [79rnm] 5/8 [I 6mm] 23" DIA [584m m] 25" DiA [635mm] O.D. OF GASKET GROOVE SECTION 0 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" : 1' MIN ■t t -_ BRANCH 12" -► i I i 2„ FLEXIBLE CONNECTION --f WITH STAINLESS STEEL BAND I - w J 0 NOTE: ALL CONNECTIONS TO EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE CONNECTION " BOOT " INSTALLED TYPICAL MANHOLE PLAN SNOWING BRANCH TIE - IN NTS FIG. S -1-B TD -27 1" [25mm] F�_N;1111=�,.w (4) 1- (25mm) DIA HOLES ON 32 3. J4" (834mm) DIA BOLT CIRCLE. 2- (51mm) LETTERS (RECESSED FLUSH) �- CAM BOLT SEE ASSEMBLY DETAIL 27 1/2- DIA 1 1/2- [699mm] (.3$mm] I 26 1/4- DIA 7" [667mm] [178mm] I VZA 24" DIA �J �- [606mm] f 28 7/16" DIA 5/8- [722mm] [16mm] 36" DIA 26" [914mm] [660mm] 1 1/2" FRAiviE SECTION [20mm] (- [38mm] it ff �.�1L 1 3 1/8" J 1/2" [79rnm] [13mm] 3 13/16" 0 22 13/16„ [97mm] [579mm] 9 25" 1 3/8" [635mm] [35mm] 9/16" O.D. OF GKT GROOVE [14mm] SECTION VIEW 1/4" (6mm) DIA NEOPRENE GASKET (2) WSHR 1/16 X 5/8 X 1 1/2 �j 1800" tt RUBBER PARTS 00981045 S� W (2) CORS [5mm J 1 5/8" (2) BLT HEX 5/8-11X3 1/2 SS 2400"JL [41 mm PA 00981250 PLAN VIEW 1 1/8 (29mm) DIA BOSS [6mm] [13mm] •63 DIA. STAINLESS STEEL ROD PA W# 0098HR 1318 ID 1.50 OD SS PICKBAR & LOCKLUG HOLE DETAIL (2) NUT HX 5/8-11 ZN NYLK NOTES: PART# 00981284 1. ALL MANHOLES WITHIN 100 YEAR FLOODPLAIN OR LOCATED iN AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME & COVER.7(;,) 2) NUT HX JAM 5/8-11 ZN 2. ALTERNATIVE DESIGN FOR WATERTIGHT COVERS WILL BE CONSIDERED. ART# 00981228 3. COVERS SHALL BE FIXED TO FRAMES WITH LOCKING LUGS OR SIMILIAR ASSEMBLY. 35R LOCK LUG TYPICAL WATERTIGHT (SHORT) PART# 00193585 1VIANr1ULE FRAME 8( COVER LOCK LUG ASSEMBLY N.T.S FIG S -i -E EVY �, ' i i GENERAL CONSTRUCTION NOTES .FOR 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 paving, drainage related 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 The maximum allowable slope is 2: 1 (horizontal: vertical). Where reasonably obtainable, lesser slopes of 3: 1 or better are to be achieved. 5. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the Albemarle County Director of Engineering, or the Director=s designee, it is deemed necessary in order to stabilize a drainage channel. 6, All traffic control signs shall conform with, the Virginia Manual for Uniform Traffic Control Devices. Z Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class 111. 6. All excavation for underground pipe instalfation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HiGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USiNG A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1 /4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER OF 4". -� 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. / MAIN LINE A1 2' MiN 11 SALT TREATED FINISHED GROUND 2 x 4 MARKER SEWER SERVICE LATERAL CONNECTION N.T.S. FIG, S-2 TD -31 NA NOTE : 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S--3 TD -32 F' �1 SCOTT R. COLLINSz Lic_ .No_ 035791 ILI_, 1 OVAL L.J >✓ lJ Q w cn - Z J w v _ _- O c, Z d 0 > - r Zw :D//-)� 'n3 ID IJ V l W L E) W z z - U-1 LU N - lJ Uj Ce W Z - S all LLJ a. w r;. ra LO _n L9G LLJ C'O co C\j Lj t C\1>-� u, Q F_ > 3 L L9Ld -� L1J C6 ; 0-,,7 Lo U) Ui L1J }- � 0 0 �u CD ` O,J U F- Ul UJ Z L L, co Uj LU'J LTJ U) )}�_ 1 G Lij r� < �- LLI L1' LU - LL1 Ce V) JOB NO. 13,2093 U, SCALE IVIA SHEET NO. o 1Q11-0 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL rLARGER 36"MIN THAN 5" IN ANY DIMENSION 24"MI EMBEDMENT 8"MIN INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED SPRING LINE OF PIPE _ BY HAND OR APPROVED MECHANICAL TAMPER HAUNCHING NO. 68 STONE - _ - BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUiRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) NOTE : 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S--3 TD -32 F' �1 SCOTT R. COLLINSz Lic_ .No_ 035791 ILI_, 1 OVAL L.J >✓ lJ Q w cn - Z J w v _ _- O c, Z d 0 > - r Zw :D//-)� 'n3 ID IJ V l W L E) W z z - U-1 LU N - lJ Uj Ce W Z - S all LLJ a. w r;. ra LO _n L9G LLJ C'O co C\j Lj t C\1>-� u, Q F_ > 3 L L9Ld -� L1J C6 ; 0-,,7 Lo U) Ui L1J }- � 0 0 �u CD ` O,J U F- Ul UJ Z L L, co Uj LU'J LTJ U) )}�_ 1 G Lij r� < �- LLI L1' LU - LL1 Ce V) JOB NO. 13,2093 U, SCALE IVIA SHEET NO. o 1Q11-0 - ___ I �1' ,,I- - -.�';.,' " I - �., - � _�,_ - I - 11, `1 �, , ,;-- z? , , ��,� ,,�-;--, .,� ,�,�e,�� -� ,�,-� �- lx'�-,- :�-, �_, ,--,,,Mi',, - " '%P�, , "'I- , . , I" " , - ,�, - ,/ -:�,'Ap X�, , '. � � X _�� ,,.,: " I . %, _ " ''. _,_ " � � , , ;-,� x " �; . 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I � " ,��,�,���.,-.,,,�,�/,�-��".."", i I , ,� / I - , . - - � -1 ... I : 1: - , . . . , . z . I . . I I �_,., 1�1 I 1,1 � � , , " �, � ,� �17 1 i . , " .1 I I , . . � 11 , , - � , , , , , , - . � I I- I I - I , . 11 .1 I " " - 1, -I' - , I , , - �-""�o N �<4 '.",- -� ,,�,,,:,< -:,", > - .1 I 1. \\ -,-- - -1 -1 - � � �,,��-, , �* -�""",, ��,': I � I 1. " , � �`,�",��,?" """"" ,�,. , , . � , . _�", , , I .1 :1 , I I I - '. . . I - __ " , " , 1, -\"y-,,- ->� , I - -, I " � , --- ____1 �,,�,�,,-�,���,,,,--,,,,�,,,,,,, : 4 , . P, /,� -, 11 I I 11 I . no �b 11 � � � . � : . . I \ - I-, � " .111��', __� , � County Of Albernaele I I '*�� � ---I I____I " " - I - Comerv-Ation Phin Checklist - To be placed on L-and,jeape Plans 17V ti /" , ,_-, IFI) (Handbook, pp 111-284-111-297 for coroplOe specification.--,) (�F,, �,TH 0/7 /; LIE]0 0110 I ,�, \'t- - � j h ,V 111_1�', \ 1, The followfil. Items Alan be shown 0.1 the via.: , I/ MOD 000 ZI Ti�eeslo.besaved; :�;_ - �91 4 *�_ I - STANDARD ORANGE VINYL OR PLASTIC CONSTRUCTION ZI Lin�l,ofcl.aali,g(.oiitsided,iplitie6ftri��to..I�,ga%,�d)-, �,, �_ t-_ 1_� �', 11 11,,�� ,, ,11,1�',/�, - _ - _ -) 91.1, 1 '_,�,',,,�,',� "�<X,-,,�_! - (N -, �' � ,,��'� ��,�,,�-` ,��- - , �� , � 11 . -RE- WEA THERED WOOD, , , ,";,< �-_'� �, ", - -Ir � - " , 19 . 6) � �� _��/'�'y I I . -_ FENCE ATTAC14ED TO POSTS (I �_l I.ocationandly cof'protectiveferoin& - q0 .. �, . :I' IDEWAM,',�, I �, I \-.11 , , , ": � ,,, I I - ., I - I I I I , , . z -1 , , , , I , � , ,,, ,( 4 I , , --- _` � , , , �. , � , - ' \�A- )I - I . ", I* a - I GALVANIZED STEEL, IRON OR THICK PVC PLASTIC), AT 0 Qrad,,oli�gesrequiiiiigti-ee,iv4ll�orwalls� , - "\ "R. " ", ", -, OTT'(R. COLLINS , ,�, �� 5� �z,,��,,�� -', - - � ""' ,� �,, ou I I I 1�_X :;,,, , ��,, -,�, 9,,'_,-,." "'�� - �. . tits orcl.wing - 791 ,'- � � "' - - - -� -, " �� I .1 ! . . . I . I 11 I I Ij I I � � � - I LEAST 40" ABOVE FINISH GRADE WITH SPAN BETWEEN IZI Plopt��'AlrenQl�ng��tt,nnelingbey,�.dtl�elia �� Lk No. 035 f" �Nv,,,,�,-,x�L"�� V " lt� gg - ,- ": . ,� I ___� I ,- �-\'��','-�, , " ",�, -,,,��'�,:",�'�"-��."�,,',,,",-., , " '7��,x - -77�� 1 1 - '_�______,_� -, ,' , , ', �, , , , � , � �, I I .1 . �� � 1_� -, ". _ � " ,�, , , � , ,,, � " ,�� �& , 001 - . . . . ,. � I.. I � I �� .. f �.. ..... I � I I I .. I I � I �_ POSTS NO GREATER THAN 6' ON CENTER. EVERY NINTH � I 1�'_�N�`., "'",< _ �, ,,5" - I , . _�, . � - I I I � . --, - POST SHALL CONTAIN A WARNING SIGN THAT CLEARLY -ing . I ,;� 1-1 _��o ,- . ! ,� �, ,<; � \-. z _," :,< � �C� �, � . I .� �, 11 1. - 1. , - I I - I . - . � 2. Al -1, .,�: 110 . 1, I 0� I I %, -, __ - - I . "I IDENTIFIES THE FENCE AS A TREE PR07ECT70N FENCE. 0 All uc�s to be saved shall be tnarl-ecl with printorribbon at a ts,ight.leatty, Visible to equipment oporatom -) 1. - & 10' � 'X - 'x" 11 I .. I - I , � I I � I 11 - �. � I -1. I 1-1- � _i, I � , txj,�,�'. ,Y0 '_ " ' �O F� "', , , �'�<X',-.-�- ,e� . � . ��.. _\ . I . I � -1 1. � � KI No �grading shall begut until the tree rnaddrtg has been inspected and approved bya CouiiW Impomr. - ��,Pxlt� ey" .- kZi�� �;, I -1 -1 PLANTPX, 6 .... "' "M �, �'�A , ,�f�'X,,-<,"O��_�-�� V, _ , . I - - � � � 't� � : . . . . . F i I . . . �, , % � J5 N f ri '42�, 4 PROPOS4,,D,LARGE-5,T-gftf-5,',O-'�'(�4,a'(, ' , ,x �:�,�,�,,�� "X. - , , . . . . . ., - . � , / / ' ' - ' I . � ,, , :� - I ,\ - 'm" �,,-,, - , -,- . �';'�� , 1.0 - I 1__/� � , I � ,,, ,��"il " I I- - I I \ � 11111;'R , ,,�" I �, .. . I , �v , , , c . I- X >;, � .... ... - : � ;.1 , I I , -- "N , ,,, ....' tt, if.�, D . - � . . .. ........ I , __�_____�_ , I � � �' , ' , - ,?� , / , � , " I __'. �,, I FROM'.�,Rt-P,�ROP EQ`-�C,5A ) SANITAR�';<"`,'�` '� � X �, - .> , , � ' : AS . , , � � .il �. �, .- � I ,., 11 ,3"S,10 \ , ,,, - ,W, "14 � ", � � I . "'..- , I ", , . 1'� I I I , " �*`OSED PRIMITIVE TRAIL F1_ �, . � � . . . , . - 11 11 - 1, - __ 3� 1`_-Co_br.cti.n C-11cr-cc: _�x I 1011111111 _$� XXX.�<,,�<� 11 -1", i � I I . . I . :, I I . I . - �!�,i � I I � - . ___ TREE PROTECTION FENCE (ECIR USE FOR TREE MASSES �Atl V, ,Aj^WN`5TRU MALL r5r_- PLA4TI - ,,<-,-\-, , �<,,'<,> ' ' " I �. - 3-ioWX ES ��,� - �, - I ,., N 4 1 1 , / ff 01, �?'z '_ 71� %6110_1.1 - 1� . 0 T�eol,r,�$o�atio�,ai,dprot-fio,iiii����s�liallb,mviem��dwitb,Lhecoiitr4ctoro�.site. 4��,n�jl� �_, "IP6�. 1�21 I I t, t- NNJECTION FROM SIDEWALK I !��, I .1 , , VIZK fl.0 ,A, ;ICQ A] IX--, . - \ I - -, -_ , � , � I I I I - -_ -�l .'-k , t A,�,p ,I " & I jl't_� , _�v, 01 ��'�I� , �'. �� ----I- �,� , - " �, , � 3 1__� __ 6,ii0k *t�R,_\ P�l � lelv 77 - 1, 11 UPP 3 74�0, . 4� � _� ,, � � � ��, 11!1�,�W .... ---.-_ I . - - . � � - , , -,., � __ `_�* , I � b.NXI � .STREEtTTOACrEc�'; , �, �� ----�� , ,-, , , - � 1 4. Equipment Operation and Storao,e: , � �, q - - ---- 77� - 1_� I 5, I I .1'.. , - . " Kq,f't� ,� - " " � � . . � .1 N. Ai4k'E' ,,, .,I-,. � .. , I I I I . I , .1 � . � I . 11 ..`1 . . . . , . , , , ""sk,*�,&,_ I I I— 11 � - I -1` > , �� . ZI �T��,,ye�lWpni�t,vehic,,I.I't,aff�o-d:stoi�geof=istn�clami,i,,t�ii.d.in�liidi,,g,.il�hilli,otbepers�ittedivithi.tl,edripiiii�o re -1 0 S E D S T R EET� T-, R1555,,W, I ;p , I 1:1-iVVAY : ,� /.1 � -�-� - : :�:_ ,- , , ,,, 1. . � ft . , 4,�, "', - . � ... I � �, � � , _-,w_ ..... A,Ioo,�, -11 � to be -ved. �� E __ - iiTl , 1-1 I I I I . � --�,, , 7� - - � " 0 I I I 11 I I -_ L, � REMAIN UND . � . . . � � I I . �.. . .. - ------ -R�4%, - kE,C __ � I ,�,____ 411111. _ I �- �`' � . � � ,� , ,rF�, .1 �' ii ... ..... , ,.� I I - 1� I 1 !:21 U IDING SC!�5, _q�,�^i_i � __ - __ . . . . . . . . � � � I 1, X.. _ 5. Soll Erosion and Storltewattv Detyntion I> , --- . , - .1 . - - . � I I � I, I � � _ I . - '� .. � I Rk I (IMW T, . � - : . . - . . . " _ . I. . 1� - .I.W.", k 1 ,,, � . -tyjcw. _','�< C60, 64 04 , , �' Tv" W I I . . -11 .. ,�__ _ �; ... (3 - �, . , 11 11 : , , "I I I � . . . � . � I . . . I �� ��� ��,�:,: : � , :. - �, *_,-wM_%, , "' ZI Such devices shall not adversely affect tree -s to be,saved. ( D � 11 I i - �� -, �,�" � I I . � . . . � I � 1 2 . : � � � . E ,,, _ . � I � 1�_� I-,' EQUIR -,. ,, � ,� , , � . I I I )1_11�, - � 1, � .. *_1 I- , , ��., ., ". , --w - _._1 I �., I , � . I � . . . . � � � I . . . . . � . I . � . - . - I .11 . . . . , , I i I �',X,A,xl �.'jji,,,�,T� 7-;, , , , . . . ., . .1 . 1. I 1. I . . - � , , ,- -1 STANDARD ORANGE 6. E!Km z !_,_j ,_ ,1 _�� ,<��'.'��'�-�<�: V � � � �1� I I -1 < I - * . .1 1- I I /�, � � 1A , , I 0�, l�'. i, . . I EXISTING TktE- * E- . , I. . - 7��� � , , U Fir�� Me not IMI'llifted within 100 feet OfthO dFipliuC Oftro�S tO be s3VCd � I APPROXIMATE , , I // � . 11, %P* -.- I - , I � - , ,,-,-'41`� . . , � I __Qj� . . � � . I - � I � . . :, : ..... .. 1 C6 1 ""/, , . , - I LOCATION & SIZE 0 . : - ��.�;`,�,,,�,,�',-,,,,,/ ,,,,�, <,��, �, I , 1_'1 _� 5� - --(- � -- � � ,. . � � �. I ''. .- I.. . . _ . . . 11 z ., � � - FENCE Ln I , /' I : - , �, , ,NC . I > T.Ac Nl.teriaU� F_ 11. I ,-/,<,,-�,�,, ,:�<,�> � �.. I, . . I . . i . (TYP.) .. . . . . . . . __ , � � I. . 7� __j � �___, _'_+ / " � : . . , � I 11. . ,. I . � z _j �, : - - I o . � . . I . I I . -_ � I I � � . I 11 I �. EI Toxiewaterials,diall notbesk�rcd within )00 feetofthodripline oftreesto be saved, - I" " PROPOSED SIGN ��,/.)<_ 1� 1. /,/�-'2�, _77N ,-;:;;?' � , -1 � I . �,�,,o � � _ I I . I ��.. 1, .. . . . 1. �_ , I . ,� 1. I � .1 I . . � ; .11. .. 4 r , - , I '' 11 _ I - . - . LU 1, 1'� 11 1. ",�,_,�,,��;� " �,,�, , , _:�>� " � . , .1. .. I . I . . � . .. . . � . � . . � . � � . � . ��, .. � � , . . . � I .. 111". . 2: I'-- , , " ,>�;�',�<,%`IL�" . x � - I I -1 P -t -r- F-6,19: 11, �,,,,,,,< , ,,, ,1 . . . I . . . . I , I . � . I 1. � � . . I . .1 I - . , , 11 11 11 . . I- 8- z . - - 'S"".�".X / . I � . . I . . . . � . . . 1. . I . . ,,, �-,, �, <, ,�� 1, �'O. , ,' I . . , ,,,,��',S".',',, � ,,�,��'�,:"��-,�) - I I �� ,,> I I . . . . . I . 50' MI-TIGA-T-16N LINE FROM- - . . � . � . . . TREE El T, �to�ber�tai,,�,3,,�tl�n4Ofe�t,ofap,,,po�,�,lb,,,ildi�,g.r�t,�i.g�,cti,it�r�b�llb�p�ot,,t�dbyf�.,�in,,�. 0 0 " . �, :�14 , , , ,->�,-�,'�11'�_,'��`�_�,� :;X,��', � _ __ , . z I x <', . I �,__"11 �_ �� . . I . - I . � . I . I - . Q Fencing.shallbeinptaccands I be inspected and approved by a County Inspector prior to tsacting or constructim �� ��_ i ^� 11'xl,�)It� . I <,/'. - _ 1 _`*"' -'- .: Z14 � � . 7 N - , ,- moop - EK. MITIGATION LINE ' - * . . . I I . .'' � I . "r _)" : " �)'� < 1:�,: <1 I I . �" ,, ��� �%, L . . . I I . , , .` I E a. r.dR I- � '�,C- ��P, �;X "I / I,,< . I , I . I � I I I" � I I . . Q, .-- ..A$-._SH,0WN .O.N. -P.'20.,07-Q0.063 . . . . � . . . I I I � � . . . � 9. 'Free Well,! I _:�, Q) x,�'-� �<� 't, -A I -\ < � � _1��l V� / _', 1�`, . . �. ,_� , � , . I I I .� . . . I . � . . I I . � . � � � � . . . . .. I I . - -_ ��, , , � W441o) �11�1; Z , " , I : � � - 1_� , ,,,I _z = I I . \ , . � I / � � . AND .APPROVED BY .THE I I I 0 Who,, ibe gpoctnd level must, be rai�ed widan the dTipline ofa tree to be *avtd, 4 tree w't-11 shall be provictud and a con.1truchon detail C, 1?�p .� \ 1-'� " I , �\� y 1� "k, x� , , ,,, � I , � I � I— I . . � JAILBEMARLE COUNTY. BOS-, ., , - � � , � ant'ruittedlet tipproval, I-_ rj � ,,� N 11 I I , �K, ,x�,-t,, I � . I ,� I 'I-, . � I � . .1 . I I . .. . I � ; I . � � W I ,( \ I , � - .�:: , �� , , 1, 49`1 11`----,- � " " I , 39��, I � . I I " I � .1 . . : . �, � . . . . � . � . . I I �, . -BAR STAKES a 0 ,� .\,C� - � - ��,, t� � � , \ . 0 - - �,�, I �), , � I � . . I . . - I I STREAM BUFFER - - - 0 � "� I "A, -2, _"V,,�� "I �,� , , "", , , \,! , , .. � I , � .. .. . , , . .1 00, . to. F�eew.it.: 1�� , / . . . . . I I .. _j ILI When the goe uid level must be low -d within th d plbicaireetobosa%,�l,atie�,���ills!aBbel5ro,�ided;aiidacoiistrucfi�,id�tiri -, > 1�� .��(, ��� ,�111111 . � . 1�1� f , . � - FROM mobR�-s MEEK ' - . -, ' STANDARD ORANGE VINYL I 11 I I I I - - .� -� I A lxzl.5� / 1�01, - _ . I I I � � 9- - ,�) , 0 � _ I I � . gub,out led far app�o,,,]. ,, � . I ,�� . . . I t I � I - - I � ", " , . j \, I . I ��_ I �L G� J � , , . '). " , ,.,/ X. x". I I I . -------- OTI ,,,<,i;�-� - � ., - , " I .1 �. � C) � , K,�z��"'<%< X K'_ , - � � - �� " > Z, � 1?: - �_ � : �� I I I . � -91,__a V] - 1:::; - I 0,,,, " , ,� �,M , < I � * � � 1*1�v : . `I--%. , * , I . I . . . '.. , .1, . I . . . I , . I . . , . , ., . -1 11 I'll., 11-11 11. Tre.chin ;a7n-dn-ling- 'I , , � . ,),1,,\,�,', �xx"-c"<, �/ x�,'�-',( . I I I . I � � - . . "T" BAR STAKES 2: �2 V, , , " , � �� k,�, - DIENLY DRIVEN METAL k -d �'> . .:��.. � : � . , . 1. I .� . .� . . . . . � I I � 1. 1. 1. . � . . , . .. I I i ledwitle the fintits ofc1earing, it shall be done as far away front the trunks oftrees as pas�ible. Turnseling (f) ca L, <',<,-, , ", %z� "."", I \ I � � I / . � � � 0 �1�4� 1 1 .1 : � � � . . �, I I I I I I .�eoonsnlffcdtisart �at<�madvowitel),[t.is�uiticil)oted,tlwijit�ce�swy treti.ciiingu,ill(le�Lroyf,xclet rests. - ' I - I � I I . I I :� -1?41 - � � . - � - �3- �<"�I'l��""I�"5��'�,-�-5A��X ��'��'>�� ` � .1 I � ..1y I I I I I I I � 11 1. e,,,Z z �, " ,� , -1 , � g 4, ";5'\', - I - , I I I I I 11 __------ EXISTING GRADE krad�, a Iatf�. free Shall I I _ I 1, � I .1 I , 0 1, �,��""���,,.,,,,-,--.--"-"�X�< X �. I � 11 T � 2�1 - . . . . . . . . � , , . . �. . _ . , , . .. I 0 U) ;:�',,__ "."', , " . . . . I I I � , � I I . I , 0� I I - 11 I I I , / ,I �,�,, H I UU I - J /�j I �; , 11��k �. . I . 4 . 1. � . . I ,� \, 0 .... I'll . , . . . . I . I 12. Cleanup: Uj "'1`11,_ , I . '\ z L Ill � . I . ::�-�� � -�, r("��// I � , . I . . I .. . '*%"-_ I - "� W :�ctii,�tenoing,ji,illbetlielmtit�mreniov��ddiiiiiigflie final cleanup. 0 2g: ;� Ili 1,111 � ,�l\-,�l,;*"�,��,,�",-",",�,,���., 1�,,,>66, " >, *� � A I , I . N � � I 11k, I 11-1 I 1-1 I 11- ,� 11," 1111 ,��xx-x_/>,:,x' �-�,,-,�-��.�---�--,-,,�Q,���-,,�-"��\�,-, I IN .- �� . lzlk� I I . . -�.. � . I . . . - Fn P i� -1 11.1-- I.& , ,,�, - \, � t 11 -/� I . %� . 104 1-1, ,x, 1, /1� � , , , ,�W� , \ / <\_ , � , � "I Frees. , � 11 'Q'j,,>\,x. ,, - ... _ - . . . \f . . , .�, , �. I I I . � : . . � I . . � . I . - . . � . � . I I - 11, Dan . (D "I'l-,"", , , , � - , � .... " I . I - I Z , k ,,Z4�,�,� , I �. I . . � I . . - 0 Darragt,due. �aUbetreat�diu,tiwdiat��yb,pwi�i,g,f��filizaio�o�other,��thodare�o..i�,idedb,v.trb��p,�iali,t, > = LU I,- - - F��_ 1. I .1 I I ," ., I I . I ".. - V_r I . I =1 I 1=1 I 1=1 I I- - = LLj I -1 -_ < ,,, I . I I . .. � I I � ,�. , ( . �::,; I o�, , I . I I 1. I I ;��,-,� ,7 - . , I I � � (A -1 ', � . _�`� ,�:! N/ 111. I � I 1. I I ,:."\ , - I - I.:. . , ''... I 1. I .... r) / = - 1= NOTES: ,'�� � . "I , FE -1 I NOTE: IF ISTR 9FONSIBILI'l YTO CONFER WTrH'I HE CONTIZ,kCTOR ONTREECONSERNIAT1 . � " '�,',-( - . �:: � -) I , -1 I FE1 I E�_l I FE1 FIE ON Q� 1_�, __ �: I 1___,1-,�.-.1_1 . � ., , I , � . . . I � I . , - C14 , t , I N , . Ed I I � . I . . I . . � � , . . , , , I ! I I I x.,", , I I I , � 1. BARRIER PREVENTS COMPACTION OF SOIL AROUND - i I � �, I I i � . � I . - � , , , =1 I F�l I FEI I FE1 I 1��j = = - RFOUIRENTENTS. � � . . I " � . . ,i: �:_ I . � [ / I '' , _ 11 �'. I � -�z�IgL,,,�j-,_�, --- � I - I � � � . I I I " - _V� I � - .1 . . . I , , t,� . , � �j � ft � � I 0. . . . . , I ROOTS BY CONSTRUCTION EQUIPMENT. C �-j) ��, " ,�, r-� -�7 1 1 1 111�s * * 1-1 I 1-1 11-1 I 1-1 I 1-1 I 1-1 I 1111 I -1 I 1=1 r I- � � I I I I I . .... 1;. It � `� .. / -\ I . . N � . . . . I . I � . . . o . I 1. . � . 2. EXTEND FENCE TO DRIPLINE AT ALL POINTS (DRIPLINE - 2/21/17 (D . � �, _�� . � I \ 1� � - '! 11 I �; , . 11, � , 1 - , UP, . I . I I I . . > - ' , � . � � - I 1 <" �- -' IN,V�- ' , . I I I . I � � , ,; I . � I I . 4 .1 I i, , , , . � � .;� . . . �, . . . , . 1 . . . IS DESIGNATED BY OUTSIDE EDGES OF TREE BRANCHES) -OWNER SIGN XELP2--A (DATE) F� . �, �, , , 361, � � I I � A, I " �� I . . I - : I , . I . % � I . . . . I z V) �'., , I � I .. I 11� � I "', . � - � I � � . . �' 1b, I 11 \ , .. I I . I . I 1, � - 1 - 1, I - � I I � � � � . I � � � . . / 11-1 LU 2-1 , � /� 1. .. \ _,�,` I . 11. � i _ I . � . I �, I 1 14� �_ , I I � I _,,.4� , � 1. � . �. I � . I I . I . I - . ,� Z, . � . I - ,--f Q I 1. F . .... I � ... . .- � � ��,�, � � . . \ � I , � I �, ., ''I \ I I I � 0� 6 11 ,��- 1 , . .,,� I � ... . I ; \ I � 9 . . TREE PROTECTIOIY QELA ce '�� - - I I , ; I . � I �'. \ . � ---If � - -_ � . 4 � ,X NO SCALE CONTYRA,C7 PURCHASER SIC NATURE �13ATE) cj� I , . .1 � . 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I �.. � I / .11, . � I I I * I � GRATE INLET , . I / I , � 11, �, I 11 � �� / , ��. I S a a I I I 11 . _j �_ I � . I � �: I /"�, � 1. I f . .1 . .11 11 � : I / 11 11 . . . . . . � . . . . I � I . �. Uj ,� TOP=39i05 / I.. . - _ , J, I � I I I .1 - .�-� . " ' '' ' CALCULATIONS: Notes: (D , � INVER! IN (15" RCP) -38B.16 I / , , �; -- / /Ig 1 1� 1��-,,' � , ,�,�, - , . . I . I � . .1 . � . 1. . .. . 1. W - I , ,, / - . , -, � I I I 0 ::7 � INVERT OUT=387,� , / - / . � . 11 111. , � I I I � I I __ ./ .. � � '' I , � I . - . . : * , � * : . . 4.35 AC 189,486 SF - 1%% -01 - V , / .11, .1 I 1.�__* I � , ,. ''. � I _'_ I * 1 4 18 M I > 0.0, 1� - , - -, � �, . I __ , ,. I . � .. 1. _L I �... .1 1; .......... I . � � I .. I _T__ - '� I / I I � I . , � - I I - - ,� ,. � , 1 I . � I CANOPY REQUIRED 107,): 0.44 AC 18,949 SF 1. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN ASSOCIATION CL , �� I I �. I I . :�, �1: � I � � I I I a r ( If. � � ... . � I I I , ��� -4 ,j . .: . . I I'� I , !:�, I � . I 1. ,� I 11 I � . ., �, �, I I'll., .1 .1 . I I A 11 t . ... � I.. - . I PROPOSED CANOPY: 0.70 AC 30,694 SF C/) Lij / // I 1. � . "-41 �, . -, - I OF NURSERYMEN. THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH EITHER < f- , / .11 � . I . 11 1. � I / , � i_�, I., � I . 11� I .. I � I 1 ��, 1. �. I I I ''I., THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA L1j . . I I � � / /I - I I/ _.�_ .1 1. I *�_, .1 I I �. � � �� /:�; 1( D 1. I ....... TOTAL PARKING LOT TREES REQUIRED: PARKING LOT LARGE SHAD : TREE PLANTING LIST z U CD � 1 '__1 11) -, I I 11 1, / I . � . 1. - . * . , I � � . .. . . . ... . PARKING SPACES: 141 QP: 1 QC: 3 AR: 4 PA: 2 NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE �_ '' "\ , I �. , '' �-,.: "/ . . -1- � . 4 1 � G � :� /: - I ,-" I �1� I I . . 1. . ...., I'' . ... . ..� I I.. TREES REQ'D (1 / 10) 14 BN: 3 NS: 1 UP: 1 VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD �_ 0 U) , / . � , �/�,*,'�, .... .I - � 11 �. I ; . . � . . b I I , I I ,_� j /_ I I I , * 0 ,- j "I�i , - // � � /. ,� 1 44_�__ ; I AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. _:�_! - ) 0 " \\ 1, ./ ., , / i I I - . ... f .. . , � 0 � , tARGE SHADE TREES PROPOSED: 15 , �. 11 I . ?_'-, / _ : 11 -.1; - � 11 .1 - . : � . . � . �. ., I . : 1. 1, < z U \ / �'. ::jV_ :, � 11 I.. �. 1, 1, _ i I . � _j U / /1, �,.;, . ��:;. -- 1. .1 . . . I I � �' . � I I .... I ... I ... ADDITIONAL PARKING LOT PLANTING UST- W 1 � I / I <� 5, / . , , .. _:Z_`Q%� � I I I 10 IN - I I . . I 1. �. " . ; I I .1 PAVED PARKING & VEHICULAR CIRCULATION AREA: 71,925 SF 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE - , I 1�� . - - / � ...... : , I .... I ,. I Q� , � 11 I .: 01� . �� I /� i . I �� ,v,.11 . �/ / I __ ;,� - ": , . : . -111 I - I I : , *�'. p � : 1. � . .. 'I.: 1: ( SF PLANTING SPACE REQUIRED (57.): 3,597 SF IV: 45 CS: 20 MV: 3 AB: 33 MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND ln� _�� " I I , 1�,/ 1'� :/ : , ,,,�) \ � .1 � Z� - 11 � � . , / I I 1, . . < :5 , , I I I I _� I 1- I �: � . . : , , . , * , : SF PLANTING SPACE PROVIDED: 10,349 SF IG: 68 CC: 9 1 C: 51 CK: 7 , I .11, I . I � z / ,t-4�_: -_ \1 I I " I 11 I I - " _ _ - / / F . � � � . . - , , * - TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPP)RT THE OVERALL HEALTH OF THE I 11 , I . � I �, . '. .* "'' , * MS: 1 AG: 3 JV. 5 1 1 '. ,, I , " � , ---,-I � � 1_ / 11 -111 .1 / \ .... "�, - / - / . - PLANT. .-r U ;�, I � / I . , , I \ � � I , I � I I 11 ',�� , -, I/ I : . /�-_,��_ I I . / .. . . . � I � I � I ..... I I .... (.) C)� 17 � I I I I I I / I I I C,� " I I - - . . . I i_- I (*-.) .. I . I I .. 1. . . - I . . . . I- I I ! ." I 1 I � / T AG � .� / . �, �, I .. A I I . 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Z... 11 � 1� , / / , �, .// GI --- I I I I , 1 , . I I . I - I I/ I., I � . , I 0 , , , /'' 1, I � , "I , z // ,,, � / I I P NIT SCHEDULE _T I LLJ _,1J1 - �� S BOTANICAL z S17F � CANOPY � (Sfi TOTAL SITE QUANTITY I COVERAGE (sD TREES :D 0 _.,�, -- , LD � U) - AR ACER RUBRUM __ RED MAPLE 2 1/2'cal. - 452 4 1, pt)(? BN BETULA NIGRA - RIVER BIRCH 1.5-1.75" cal. 464 4 1,856 INS NYSSAS)YLVATICA -.-- BLACKGUM 2 1/2" cal. 151 1 151 PA PLATANUS ACERIFOLIA LONDON PLANETREE 2 1/2" ca I. 422 3 1,266 QC QUERCUS COCCINEA I3UAKI_r_ I OAK 3 1/2" cal. 41�) 6 3,352 QP =QUERCUS PHELLOS I WILLOW OAK 2 1/2" cal. 419 U 419 UP I ULMUS IPARVI FOLIA'ALLEE' I JALLEE ELM 2 1/2" cal. 423 7 1 2,961 N cl� a- = F, I (n �� __ I-) _ AG AMALANJCHIER x GRANDIFLORA SERVICEBERRY 6-71 ht. 130 9 1,170 - CC CERCIS CANADENSIS REDBUD 6-T ht. 124 9 1,116 CK CORNUS KOUSA KOUSA DOGWOOD 6-7' ht. 128 18 - 2,304 MV MAGNOLIAVIRGINIANA SWEETBAY MAGNOLIA 6-T ht 113 1 3 . '2�20 MS IMAGNO11A STELLATA ,STAR MAGNOLIA 16-Tht.____� - 49 1 1 1 49 EVERGREEN TREES - IN I ILEX xWELLIE R STEVENS' - NELLIE R STEVENS HOLLY 4'-51 ht. 44 56 2,464 MG MAGNOLIA GRAN DIFLORATITTLE GEM' LITTLE GEM MAGNOLIA 6'-8'ht. 25 44 - 1,100 JV ,JUNIPERUS VIRGINIANA_ EASTERN RED CEDAR 4'-51 ht. 16 8 - 1 ?.q SHRUBS AB ABELIA GRANDIFLORA GLOSSY ABELIA __ 24" ht. min 14 33 462 � I AZ AZALEA 'GEORGE TABOR' GEORGE TABOR AZALEA 6-81 ht. 5 ____ 8 40 CS CORNUS SERICEA RED TWIG DOGWOOD 18" ht. min 72 31 2,232 - I Ic ILEXCOIRNUTA CHINESE HOLLY 18" ht. min 20 96 1,920 IG _JILEXGLABRA INKBERR HOLLY . 24" [it. min 23 83 1,qnq IV JITEAVIRGINICA'HENRY'S GARNET' HENRY'S GARNET SWEETSPIRE 18" ht. min 64 57 3,648 - TOTAL CANOPY - _____ 30,694 __j j U I I LLJ _,1J1 - �� 2.- 0 I�D z LIJ �_ Y_ F", Lj L:_11, � - :D 0 _.,�, -- , LD � U) - U 'If j , ::� �_ _j C: M �_ - � , - j LLj '�_ Uj U.j In ��_ ", C� i U) 0� � ,.I- � �- �_ �.. �,,, �, ",I) 0 Uj I Ift %J j U 11 0_- �]'�' Cc ,::� 2: LU !L� U 0 F_ U _j Fil I-_ - 1-- 0 (=) LU Ul In 0 , 1-_ �L� - Uj __ 111 L-1 N cl� a- = F, I (n �� __ I-) JOB NO. 7J "I - .- , 1'_� f�, - V, S CALE 1:1 �) 111=30' c- , - - .. 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I L I � I I F Ris / ,,�k" / ft,*** ,,- I I 11 -1 M El F \_ �JOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ."i I 11 0 __, 03,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE / .I Ap.� 0 ftftft , I El F� F . ROADS. THE SPILLOVER OI:- LIGHTING FROM LUMINARIES ONTO PUBLIC "._�'V / / I I 0 1 1 1 L I . I I .11 . LLL r^ ,.�Lp�' I I ROADS A'ND , (D I , %%** _� ,�. L I . I L I I . . I I L . I , I I L I L . I L /// �.151mj=vl 11 , �, � illillillillillllllllll;�: - U1=1n.im v i I , , L ' I " , '. / I L 1,mo , �, .� 1`.R1 / 0 I 11-SiKyW H-Houomal Lamp, 11-111 1BT111 I-T,p Ili PRIA-Pidse Start 11ro-Dirkt Mount 1-120V I � r " I I . I I I � I L 11 . L I I , L ' , , ,\� / %%*ft I I I I I L . / 35= 1 ( 2� Cc DISTRICTS SHALL NOT EXCEED ONE-HALF FOOTCANDLE. 101 / . � , ___� j - I . I I I L � I �/ -40=40Q 350 6UB) 3 -Type M ,208V I L . L L I � RTY IN RESIDENTIAL OR RURAL AREAS ZONING 1,12 /,� / 0 . 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I ffic xi�� ___ __ .....: 1�) _�� 11/10 12 / - � . � \011, \0 / - - , 11 - __ — I AUTOTURN PLAN: SCALE, 1"=30' LEFT TURN MOVEMENT SHOWN FOR THE -55'LONG_2E_SIGN VEHICLE INTERMEDIATE SEMITRAILIE_R,'VB-15_IWB=501- --- NE --SIGHT--- VDOT R/W 420 Id+ ou IU+UU -I U+ ou 11 +u1U 11+ou I Z+uu 12+5u z-, L-1 U-1 1"=50'(H) � U-1 5th !STREET - 1"=3.0' (v) V) V) THRCUGH LAMES TO ---------- 0 ✓ 8TH STREET'EXTEND IUZHBQUNIII �x Li (D PROPOSED RAISED, GRASS MEDIAN L . ...... z n uj Z ALONG ENTRANCE C/L. CONTRACTOR -------- ---- D CD 420 415 m_ z m WITH ASPHALT, AS NEEDED. 2+00y Ann 506 _A_' 0 < NE --SIGHT--- VDOT R/W - ------ --- a: LL- < wk! --------------- --- --------- -------- -- — ------- --- ------- 0 L z 0 5TH STREET OUTE 633 p Ft,VHR DESIGNS' - - ------- PEED 45 mph PROPOSED RAjSED /T�- V) rC -- --- ------ ---------- 7 GRAS X M_FJDTANV' MOUNTA13LE,G4 -12' xs TURN-LANf,--- (100'- TkPER--- - 31 V STORAG� LEN6THJ��as" SIGHT DISTANCE PLAN: SCALE, 1"=100' LEFT TURN LANE IMPROVEMENTS PLAN: SCALE, 1"=50' ---- FF LOCATION OF EXISTING GU*i46,kxIL.,,, L HAU-BEREM S P(A�N _QVED WITH TH S -EHAS BE -EN RAGED WIT IT alitti _�HALOONLY,BE- FILL'GUARD�FAIL TER -VppTfNS,PECTOR's'A-P-PROVA1:, EM! RAILL_ 'TIN - I 0 PROPOSEQ'kDGE-_ 0�._ CATEDNORTH,EAST OFT J __T_R_- _91E IC�N SHAi4REWIN &aE AIL� EFT TURN LANE 10 >AVEKENT _M6 NEEDED — -------- - - - -------------------- Jft-h:D AS ).�SHOWN SIDEWALK, EXISTING GUARDRAIL BETWEEN TRAIL Tk CnQNNECTION &THE PROPOSED EN ANCESHALL-BE EXISTING G REMOVED WITH THE- RA_ THE SITE AND THE PR RAVEL SHOULDER 1kPROV1MENfS__ —GUXRDRAIL VED AFTER �FJRQPt�TYIN CT O PROPOSED MILL & AREA -PER WP -2 ED -5 IL ON SHEET 9 EXISTING SllBW7�X,SIGN LAN m , 9 - TO END- SIGN TO REMAIN _�'ONTRACTff"7 ASSK To /.,.._SONCRETF A I Of CtJL VERT WING =ALL FOR MAA�_' 14STRyC1,1,-QN SHALL INCLUDE, A WA kwi HANDRAICS WMPLtANT------- - CO --PROPOSE w�l b TW MD G PER VDOT o4w - mww�� L38 2 Tj",,V 3 79 380 B 80 B styBw ft L) Vy C. 's, '�-�PROT 3E Pl -- ------- -- ------- -- 9NNEyjujy,F C HWA SIDEWA 'RE ET To DEk V L N\ 420 Id+ ou IU+UU -I U+ ou 11 +u1U 11+ou I Z+uu 12+5u z-, L-1 U-1 1"=50'(H) � U-1 5th !STREET - 1"=3.0' (v) V) V) THRCUGH LAMES TO ---------- 0 ✓ REMAIN �x Li (D PROPOSED RAISED, GRASS MEDIAN L . ...... z n uj Z ALONG ENTRANCE C/L. CONTRACTOR 00 D CD 420 415 m_ z m WITH ASPHALT, AS NEEDED. (n u� Li 0 < 395 x, "'A 395 ALT FINISHED 14- 385 GRAD--- i Sin- (ALONIG WEST ()p KAP-niANI) T - - -------- > > Ld Ofl V-1 X 00 0 Q0 r- SCALE: -4 — ------ - C-4 co 415 (D 0 0) c3) 1"=5'(V) LJ LL_ 410 Li Lu m 0+50 1+00 1+50 LINE bp - ------ --- a: LL- < wk! --------------- --- --------- -------- -- — ------- --- ------- 0 L z 0 5TH STREET OUTE 633 p Ft,VHR DESIGNS' - - ------- PEED 45 mph PROPOSED RAjSED /T�- V) rC -- --- ------ ---------- 7 GRAS X M_FJDTANV' MOUNTA13LE,G4 -12' xs TURN-LANf,--- (100'- TkPER--- - 31 V STORAG� LEN6THJ��as" SIGHT DISTANCE PLAN: SCALE, 1"=100' LEFT TURN LANE IMPROVEMENTS PLAN: SCALE, 1"=50' ---- FF LOCATION OF EXISTING GU*i46,kxIL.,,, L HAU-BEREM S P(A�N _QVED WITH TH S -EHAS BE -EN RAGED WIT IT alitti _�HALOONLY,BE- FILL'GUARD�FAIL TER -VppTfNS,PECTOR's'A-P-PROVA1:, EM! RAILL_ 'TIN - I 0 PROPOSEQ'kDGE-_ 0�._ CATEDNORTH,EAST OFT J __T_R_- _91E IC�N SHAi4REWIN &aE AIL� EFT TURN LANE 10 >AVEKENT _M6 NEEDED — -------- - - - -------------------- Jft-h:D AS ).�SHOWN SIDEWALK, EXISTING GUARDRAIL BETWEEN TRAIL Tk CnQNNECTION &THE PROPOSED EN ANCESHALL-BE EXISTING G REMOVED WITH THE- RA_ THE SITE AND THE PR RAVEL SHOULDER 1kPROV1MENfS__ —GUXRDRAIL VED AFTER �FJRQPt�TYIN CT O PROPOSED MILL & AREA -PER WP -2 ED -5 IL ON SHEET 9 EXISTING SllBW7�X,SIGN LAN m , 9 - TO END- SIGN TO REMAIN _�'ONTRACTff"7 ASSK To /.,.._SONCRETF A I Of CtJL VERT WING =ALL FOR MAA�_' 14STRyC1,1,-QN SHALL INCLUDE, A WA kwi HANDRAICS WMPLtANT------- - CO --PROPOSE w�l b TW MD G PER VDOT o4w - mww�� L38 2 Tj",,V 3 79 380 B 80 B styBw ft L) Vy C. 's, '�-�PROT 3E Pl -- ------- -- ------- -- 9NNEyjujy,F C HWA SIDEWA 'RE ET To DEk V L N\ 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+5U o+uu o+ou f:>-t-uu 0-t-ou / -t- uu SIGHT DISTANCE PROFILE 5th STREET CONSTRUCTION NOTES: 1. THE MILL AND OVERLAY ON ROUTE 631 SHALL BE IN ACCORDANCE WITH VDOT STD. WP -2. THE MILL & OVERLAY SHALL EXTEND BACK TO THE ENTRANCE RADIUS RETURN, AS SHOWN. 2. CONTRACTOR SHALL MILL AND OVERLAY THE ENTIRE LEFT TURN LANE AND THE ADJACENT THROUGH LANE, AS SHOWN, 3. THE PROPOSED TURN LANE EXTENSION SHALL MATCH EXISTING GRADES AND EXISTING PAVEMENT DEPTHS. 4. THE PROPOSED LEFT TURN LANE EXTENSION INTO THE SITE IS OUTSIDE THE LIMITS OF THE 'WELCOME TO CHARLOTTESVILLE' SIGN. THE SIGN IS LOCATED 360' FROM THE START OF THE TURN LANE & THE TAPER HAS BEEN SHORTENED 100' TO LEAVE THE SIGN INTACT. 5. CONTRACTOR SHALL RELOCATE THE 'CAR/VAN POOL INFO.' AND 'SUBWAY' SIGNS SHOULD THEY CONFLICT WITH THE PROPOSED SIDEWALK. CONTRACTOR TO COORDINATE WITH VDOT INSPECTOR FOR FINAL PLACEMENT OF SIGNS. 1+3u o-t-uu C3+ 420 Id+ ou IU+UU -I U+ ou 11 +u1U 11+ou I Z+uu 12+5u SCALE: Li L-1 U-1 1"=50'(H) � U-1 5th !STREET - 1"=3.0' (v) V) V) THRCUGH LAMES TO 0 0 REMAIN L-1 CD Li (D PROPOSED RAISED, GRASS MEDIAN L z n uj Z ALONG ENTRANCE C/L. CONTRACTOR 00 D CD 420 415 m_ z m WITH ASPHALT, AS NEEDED. (n u� Li 0 < 395 x, 395 ALT FINISHED 14- 385 GRAD--- i Sin- (ALONIG WEST ()p KAP-niANI) T - - -------- > > Ld Ofl 00 0 Q0 r- SCALE: -4 — ------ - C-4 co 415 (D 0 0) c3) 1"=5'(V) LJ LL_ 410 Li Lu m 0+50 1+00 1+50 LINE bp -- ----- - ----- 410 405 405 Lni T i I f 1 C) < 400o - - ----- EIGHT 0 3 _EYE 3 i-7 z 0 0 L,_j CE 400 395 390 PROPOSE GRADH -D --- --- ---- Z OL, Lo 395 390 385 PROPOSED ENTRANC PROPOSED ENTRANCE SDWK CG -2 PROPOEED LLJ Ld x HEI GHT !OF 385 M_ED[AN_1CG-2.__ PROP _1 SED ENTR�WC Elf7 EXISTiN( PROPOSED ENTRANCE 5th STREET SHOULDER D �ITIN _T 380 03-2 MEDAJ 380 CQ -2 GRADE! > > LIJ w _j _j LJ Ld O� a) 0') co c1\1 0 cc; Lo N m co 0 M 0 C; C4 Q0 Q0 00 Ln L.6 00 Lo m Ln 03 0 03 CC) C_� 00 0 4 03 c<i 00 0 C_� 00 Eo - C) 0 U7 « 0') cr) (y) mcc co 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+5U o+uu o+ou f:>-t-uu 0-t-ou / -t- uu SIGHT DISTANCE PROFILE 5th STREET CONSTRUCTION NOTES: 1. THE MILL AND OVERLAY ON ROUTE 631 SHALL BE IN ACCORDANCE WITH VDOT STD. WP -2. THE MILL & OVERLAY SHALL EXTEND BACK TO THE ENTRANCE RADIUS RETURN, AS SHOWN. 2. CONTRACTOR SHALL MILL AND OVERLAY THE ENTIRE LEFT TURN LANE AND THE ADJACENT THROUGH LANE, AS SHOWN, 3. THE PROPOSED TURN LANE EXTENSION SHALL MATCH EXISTING GRADES AND EXISTING PAVEMENT DEPTHS. 4. THE PROPOSED LEFT TURN LANE EXTENSION INTO THE SITE IS OUTSIDE THE LIMITS OF THE 'WELCOME TO CHARLOTTESVILLE' SIGN. THE SIGN IS LOCATED 360' FROM THE START OF THE TURN LANE & THE TAPER HAS BEEN SHORTENED 100' TO LEAVE THE SIGN INTACT. 5. CONTRACTOR SHALL RELOCATE THE 'CAR/VAN POOL INFO.' AND 'SUBWAY' SIGNS SHOULD THEY CONFLICT WITH THE PROPOSED SIDEWALK. CONTRACTOR TO COORDINATE WITH VDOT INSPECTOR FOR FINAL PLACEMENT OF SIGNS. 1+3u o-t-uu C3+ OV v+uu Id+ ou IU+UU -I U+ ou 11 +u1U 11+ou I Z+uu 12+5u SCALE: Li L-1 U-1 1"=50'(H) � U-1 5th !STREET - 1"=3.0' (v) V) V) THRCUGH LAMES TO 0 0 REMAIN L-1 CD Li (D PROPOSED RAISED, GRASS MEDIAN L z n uj Z ALONG ENTRANCE C/L. CONTRACTOR 00 D CD D 0 TO 'WARP' CURB 1"± AT LOCATIONS m_ z m WITH ASPHALT, AS NEEDED. (n u� Li 0 < 395 x, 395 ALT FINISHED 14- 385 GRAD--- i Sin- STH STREET LANDING ENTRANCE " H N, , �,Fv 'SCOTT' R C 0 L L I N S 0 Lic. No035791 ; ONAL U-1 O 3 0 0 > Ln z(f) C13 LLI :D U) 0 O _j Lu uj uj C14 N > Lu uj ce Lu Lo lit _i r,4 rev Ln n 01. Now Vt ALm cy) LL co 0') C\j LAml cy) C\j r7) C\, F 2,_ c\j < LIJ > Lu > > zU) Lu ui teo*% uj 0 ..j LJJ F_ < Ln ul iij I C/o V) LU LLJ cr_ Lu ILLJ CL c/o LLQ 0 u < Lu b c) hi Z uj CD 0 Lu C\j F-, A) JOB NO, 132093 S CALE AS; SHOWN tO S HEET NO. Q 13 390 390 EXISTING 5th !STREET - THRCUGH LAMES TO REMAIN ----------- i ASP ALT FINISHED 385 GRAD--- i Sin- (ALONIG WEST ()p KAP-niANI) 385 > > Ld Ofl 00 0 Q0 r- SCALE: LSI LLJ C-4 co 1 So'(H) (D 0 0) c3) 1"=5'(V) LJ LL_ 0+50 1+00 1+50 STH STREET LANDING ENTRANCE " H N, , �,Fv 'SCOTT' R C 0 L L I N S 0 Lic. No035791 ; ONAL U-1 O 3 0 0 > Ln z(f) C13 LLI :D U) 0 O _j Lu uj uj C14 N > Lu uj ce Lu Lo lit _i r,4 rev Ln n 01. Now Vt ALm cy) LL co 0') C\j LAml cy) C\j r7) C\, F 2,_ c\j < LIJ > Lu > > zU) Lu ui teo*% uj 0 ..j LJJ F_ < Ln ul iij I C/o V) LU LLJ cr_ Lu ILLJ CL c/o LLQ 0 u < Lu b c) hi Z uj CD 0 Lu C\j F-, A) JOB NO, 132093 S CALE AS; SHOWN tO S HEET NO. Q 13 FTV Investments, LLC 943 Glenwood Station Lane, Suite lol Charlottesville, Virginia 22901 Phone: (434) 817-1040 Facsimile: (434) 220-4894 email: _m&dY(a)raIstogP c . com May 31, 2016 Elaine K. Echols, FAICP Principal Planner Department of Community Development 401 McIntire Road, North Wing Charlottesville, Virginia 22902 Re: ZMA201200007 — 5`h Street Commercial Dear Elaine, Per your request, and in order to assist in the review process, I have provided a list of the, ten (10) Proffers Statements included in the above referenced ZMA. Proffer #.I. The general location of buildings, walkways, retaining walls and access point to greenway shall be in the general location shown on the attached conceptual plan entitled "5174 STREET DEVELOPMENT APPLICATION PLAN" dated December 9, 2013, as updated and last revised April 18, 2016; prepared by Collins Engineering (hereinafter the "Conceptual Plan"), as determined by the Director of Planning and Zoning Administrator. Minor modifications to the plan which are in general, accord with the general location of buildings, walkways, retaining walls and access point to greenway maybe made to ensure compliance with Zoning Ordinances. Modifications are, to be considered in terms of minimizing or improving impacts on adjoining properties and roadways. Proffer 9 2. The uses of the Property shall be limited to those listed in Attachment A. Proffer #1 Vehicular access from 5th Street to development on the properties subject to ZMA201200007shall be provided by a single entrance to be shared with the existing Holiday Inn. The final site plan for development of the subject properties shall cause the existing entrance to the Holiday Inn to be modified to be ingress only, as shown on the Conceptual Plan and the modified entrance shall meet Virginia Department of Transportation standards for commercial entrances. Additionally, the final site plan shall provide the Holiday Inn with a second entrance for ingress/egress, as shown on the Conceptual Plan, Proffer # 4. Proposed Building Ashall be sited so that the front of the. building shall be oriented to face 5th Street as generally shown on the Conceptual Plan. Proposed Building B shall be sited so that the front of the building shall generally be oriented to face 5"' Street as shown on C01fNTY OF ALBI rlMARLE Department of Community Development 401. McIntire Road;. Room 227 Charlottesville, Virginia 229024596 Phone (434) 296-5832 M Fax (434) 972-4012 May 30, 2008 Katurah S. Roell 172 South Pantops Drive Charlottesville, Va 22911 RE SP200700063 Stn Street Development Tax Map Parcel 76-65A and Tax Map Parcel 76MI -I Dear Mr. Roell: On May 14, 2008, the Albernarle County Board of Supervisors took action on SP #2007-00063, 5t" Street Development to allow a special use permit for fill in the floodplain on Tax Map Parcel 76=56A and Tax Map Parcel 78M1-1 in the Scottsville District. This special, use permit was approved .based on the following conditions: I The fill in the floodplain shaill be shown on a site development plan and shall be in general accord with the "Conceptual Site Plan," dated January 8, 2002; and most recently revised on March 110, 2008, except as may be modified in order to meet the requirements of the County's Water Protection Ordinance, as determined by the County Engineer; 2. The County Engineer's approval of an erosion and sediment control plan; 3, The County Engineer's receipt of proof of compliance with Federal and State agencies regulating activities affectinig wetlands and watercourses:. The. applicant must obtain a map revision, a letter of map revision, or a letter of amendment as required from the Federal Emergency Management (FEMA) and copy the County Engineer on all correspondence; 4, The CountyEngineer's approval of a mitigation plan outlining mitigation measures for encroachments into the stream buffer;, and 5. The County 'Engineer's approval, of computations and plans documenting changes to the floodplain. Computations must demonstrate compliance with Sections 30.322 [verification of limits of floodway and floodway fringe] and 30.3,3 [general requirements for flood hazard overlay districts) of the Zoning Ordinance. Plans must show the existing and proposed floodplain boundaries and elevation$.. Please be advised thatalthough the Albemarle County -Board of Supervisors took action on the project noted above, no uses on the, property as approved above may lawfully begin until all applicable approwals have been received and conditions have been met. This includes, • compliance with condific>ns of the SPECIAL USE 'PERMIT; • approval of and compliance with a SITE PLAN; and • approval of a ZONING COMPLIANCE CLEARANCE, the Conceptual Plan. Proposed Building C shall be sited so that the front of the building shall generally be oriented to face 5h Street as shown on the Conceptual Plan, Proffer # 5. Proffer Number 5 shall be removed in its entirety. Proffer # 6. Proffer Number 6 shall be removed in its entirety. Proffer # 7, As part of an initial site plan submittal for any development on the rezoned property, the owner shall conduct aTraffic Study which reflects the traffic impacts of all proposed uses and the existing Holiday Inn (Tax Map 76 parcel 55C). All improvements identified by the traffic study shall be subject to VDOT and County Engineer approval and provided prior to the issuance of certificate of occupancy. These improvements, if required by the traffic study, may include, but shall not be limited to, a traffic signal at the entrance from 5h Street; and extension of the turn lane in the northbound lane of 5h Street coming from Interstate 64, and an extension of the existing turn lane from 50h Street southbound to the entrance of the proposed development; and elimination of the "left out" from the property. Proffer # 8. The Owners shall grant an casement to the County for the "Greenway Easement" as shown on the accompanying Conceptual Plan provided that the County holds the owner harmless as provided in Virginia Code §29.1-509(E). This casement shall be granted within 90 days of approval by the Board of Supervisors of ZMA201200007 Subsection A of the Proffer shall be modified as follows: A. In addition. to the screening requirements of the Albemarle County Architectural Review Board and Section 32.7.9 of the Albemarle County Zoning Ordinance, the owner shall provide a vegetated buffer for the purposes of screening the development from the proposed greenway trail shown on the Conceptual Plan. This vegetated buffer shall be provided in a manner consistent with Section 32.7.9 of the Albemarle Zoning Ordinance and the landscaping shall be shown on the final site plan and installed as part of any final site plan for development of the rezoned properties. Subsection B: Subsection B of the Proffer shall be modified as follows: B. By Deed of Dedication and Easement and Bill of Sale dated April 1, 2008, recorded in the Clerk's Office of the Circuit Court of Albemarle County, Virginia in Deed Book 3580, pages 497-505 ("Easement"), Owners granted an Easement to the County of Albemarle providing access over the Property to the County's Greenway Trail. Owners shall construct a vehicular and pedestrian travel way ("Travel Way") from the proposed parking area to the edge of the Greenway Trail, in the approximate locations shown on the Conceptual Plan To the extent the location of the Travel Way on the Conceptual Plan is In the event that the use, structure or activity for which this special use permit is issued is not commenced within twenty. four (24) months from the date of Board approval, it shall be deemed abandoned and the permit terminated. The term "commenced" means "construction of any structure necessary to the use of the permit." If you. have questions or comments regarding the above -noted action, please do not hesitate to contact Sherri Proctor at 296-5832. Sincerely, V. Wayne G/ilimberg Director of Planning Cc: 64 and Fifth, LLC 109. Robinson Woodis Charlottesville, Va 22903 Morris Creek Yacht Club LLC C/O The Olympia Companies 280 Fore St Portland Me 04101 Email Copy: Tex Weaver; Chuck Proctor; Sherri Proctor, Stewart Wright File inconsistent with the, locations shown on the Easement, Owner shall execute an amendment to the Easement, in a form acceptable to the County of Albemarle, to correct any such inconsistencies. The improvements shall be shown and constructed as part of a final site plan for development of the rezoned Property and shall be maintained by the Owner. Subsection C of the Proffer shall be modified as follows: A contribution of five hundred dollars ($500.00) shall be made to the County to upgrade the existing bridge that formerly served the Old Lynchburg Road that lies in the proposed Greenway casement. This contribution shall be made prior to Final Site Plan approval. This Proffer has been satisfied. Proffer # 9. The Property may be located in the Monticello View Shed, and should the Thomas Jefferson Foundation determine the Property is visible from. Monticello, the Owner shall select a roof material in an ear-th-tone color that satisfies the Monticello view shed'delines as gul determined by the Thomas Jefferson Foundation, Prior to final site plan approval the Owner shall provide written documentation to the County Director of Community Development that the Thomas Jefferson Foundation has either: (i) determined the Property is not visible from Monticello, and therefore not subject to Monticello View Shed guidelines; or (ii) approved the proposed roof material color for the buildings within the Property. Proffer # 10. The Owners shall provide for bicycle' access to the Property by inclusion of bicycle lanes in its improvements to the frontage of 5h St, Said improvements shall be shown and constructed as part of a final site plan for development of the Property. Thank you again for all of your assistance. Please do not hesitate to contact me should you have any questions. Charles A. Kllpatrlck, P.E. commissioner Sincerely, 4714^ � E. Randall Ralston I A, COMMONWEALTH of VIRCIINIA DEPARTMENT OF TRANSPORTATION 1601 Orange Road Wpaper, V rgirQa 22701 January 6, 2017 EPR, PC 201 E. Main St., Suite M Charlottesville, VA 22902 Attn: Bill Wuensch Re: 5"' Street Commercial AM -E Approval SDP -2016-00056 Dear Mr. Wuensch: The Department of Transportation, Charlottesville Residency Transportation and Land Use Section, has reviewed and approved the above referenced AM -E request conditional upon the extension of the existing left turn lane to standard 200 ft. storage and 200 ft. taper dimensions. Please include this approval letter on the final site plan. If you have any questions you may contact me at (434)422-9782. Sincerely, 040� Adam 1, J 0 o re, P.E. Area Land Use Engineer Charlottesville Residency VirginiaDOT.org WE KEEP VIRGINIA MOVING SCOTT. C01_11NS��_ Lic. No. 035791 MUMW�] A CEJ LJL. UJ Z CL 0 . I UJ 0 IES U ce W Z 0 U ....° .J UJ e%000 7T7 C, , 2 5 Q, U -D U.J U_ LL_ 0 UJ b7� 5 LU 0 UJ X Ln JOB NO. 132093 SCALE A511 SHOWN S HEET NO. 14