Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
SDP201800082 Plan - Approved Final Site Plan and Comps. 2019-07-10
9 -4 j EXIST NEW DESCRIPTION 168 Tc x 125 TC TOP OF CURB ELEVATION 16, x 125 SPOT ELEVATION l s? Tw x 12' TW TOP OF WALL ELEVATION I e BW x 125 B W BOTTOM OF WALL ELEVATION BENCHMARK --� STORM SEWER ROOF DRAIN - SEWER LINE ---- - Ew-4-- WATER LINE - --- - ,5- �s-- GAS LINE OVERHEAD ELECTRIC WIRE - -- - - --- UNDERGROUND ELECTRIC ^!®YS'.•---OKP�-- -UHT -O.T-- OVERHEAD TELEPHONE LINE --- --+-- ---- UNDERGROUND TELEPHONE LINE i�! a DRAIN INLET (DI) STORM/SANITARY MANHOLE E C PLUG 0 v WATER VALVE & BOX 4- FIRE HYDRANT Cn WATER METER ♦� LIGHT POLE f UTILITY POLE PROPERTY LINE -- ADJACENT PROPERTY LINE VACATED PROPERTY LINE BUILDING SETBACK -X --- X - PARKING SETBACK SANITARY EASEMENT GRADING EASEMENT DRAINAGE EASEMENT -` -- - - - UTILITY EASEMENT ®---- - - -- - - - - - WATER EASEMENT ACCESS EASEMENT STO2MWATER MANAGEMENT FACILITY EASEMENT ^^ram TREE LINE -�--� ----- - {-- FENCE STREAM 312— 12 — INTERVAL CONTOUR ---- 30a----- oo INDEX CONTOUR CC--z CG-2 STANDARD 6' CURB CG-6 CG-6 COMBINATION 6* CURB & GUTTER a CONCRETE PAVEMENT / SIDEWALK WEiRIPRAP ASPHALT GRASS EC-2 MATTING EC-3 MATTING �l WETLAND PARKING COUNT Illllltl111 CROSSWALK HANDICAP ACCESSIBLE AISLE ® CG-12 HANDICAP PARKING NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. FINAL SITE DEVELOPMENT PLAN FOR Oak hill Convenience Store TMP 07GOO-00-00-052LO, 5DP2018000(52 Samuel Miller District, Albemarle County., Virginia VICINITY MAP SCALE: 1"-500' IMAGE PROVIDED BY ALBEMARLE COUNTY GIS MAPS SHEET INDEX C I — COVER 5t1EET C2 — EXISTING CONDITIONS � BOUNDARY C3 — DEMOLITION PLAN C4 —SITE PLAN C5 — GRADING * UTILITIES PLAN C6 — LANDSCAPING PLAN C7 - LIGHTING PLAN C8 - PROFILES � SITE DETAILS CO - SITE DETA(L5 CIO -RETAINING WALL DESIGN SIGNATURE BLOCK DATE CURB -DEVELOPffE R __)0 0 �'11,IA64�tt CURRENT DEVELOPMENT EN VEER Pa CP,� t-) t 81� . 11 -7-10 - 1 OWNER / DEVELOPER OWNER: 51DDH LLC 109G FOXVALE LANE CHARLOTTESVILLE VA, 22902-8255 DEVELOPER: 51DDH LLC 109G FOXVALE LANE CHAR.LOTTESVILLE VA, 22902-8255 MAGISTERIAL DISTRICT Samuel Miller ZONING C- I COMMERCIAL AND R-4 RESIDENTIAL EC -ENTRANCE CORRIDOR SOURCE OF TITLE DB 4495 PAGE 584 TMP 07600-00-00-000521-0 (5.4321 ACRES TOTAL) BENCHMARK NAIL IN PAVEMENT - 482.5' SEE SHEET C-3 SOURCE OF BOUNDARY & TOPO BOUNDARY PLAT AND TOPOGRAPHY FROM: MERIDIAN PLANNING GROUP, LLC 1413 SACHEM PLACE, SUITE ONE CHARLOTTESVILLE, VA 22901 DATE OF PLAT: (05/23/ 1 4). ADDITIONAL 4' TOPOGRAPHY OUTSIDE OF SITE BOUNDARY FROM ALBEMARLE GIS, NOT USED FOR DESIGN. ADDITIONAL 2' AERIAL TOPOGRAPHY ALONG COUNTRY GREEN ROAD FROM LOU15A SURVEYS, INC. (8/22/07) TOPOGRAPHY LAST FIELD VERIFIED BY JUSTIN SHIMP, P.E. (10/ 1 1 / 18) BUILDING HEIGHT G5' BY RIGHT ONE-STORY EXISTING BUILDING (APPROX. 25') PROPOSED. SETBACKS 10' FRONT MINIMUM SETBACK 30' FRONT MAXIMUM SETBACK 50' SIDE BUILDING SETBACK FROM RESIDENTIAL AND RURAL DISTRICTS 20' SIDE PARKING/LOADING SETBACK FROM RESIDENTIAL AND RURAL DISTRICTS TRIP GENERATION TRAFFIC GENERATION NUMBERS BY ITETRIPGEN, I OTH EDITION AM PM Use Description ITE Qty in out Total in out Total Convenience/Gas 8531700SF 36 36 72 42 42 84 Hair Salon* 918 500 SF 3 2 5 3 5 8 Total 1 39 381 77 451 47 92 EXISTING USE CONVENIENCE STORE AND BARBER SHOP PROPOSED USE CONVENIENCE STORE WITH GAS CANOPY AND BARBER SHOP LAND USE SCHEDULE EXISTING Area % PROPOSED Area % Building 5,442 1 1 . 1 % Building 3,021 G.2 % Road I ,G70 3.4% Road 1,G70 3.4 Parking 1 1,288 23.1 % Parking 13,720 28.0 Sidewalk O 0.0% Sidewalk 2,01 G 4.1 % Total Impervious 18,400 37.G% Total Impervious 20,427 41.7 Open Space 30,549 G2.4% Open space 28,525 58.3 Total= 48,949 SF (I. I ac.) Total= 48,949 SF (1.1 ac.) WATERSHEDS THIS SITE LIES WITHIN THE MOORES CREEK WATERSHED. PARKING REQUIRED PARKING (Barber Shop): I ,5pace per 200 GSF + I Spacer per employee = 5 5pace5 required REQUIRED PARKING (Retail U5e not Otherwise Identified): I Space per 100 SF of retail 5ale5 area (80% of GFA) = 14 5pace5 required PARKING REQUIRED (for Barber Shop): 500 SF 1200 = 3 + 2 employees = 5 spaces PARKING REQUIRED (for C-Store): 1 700 SF '0.8 = 13GO 5F (retail sales area) / 100 = 14 5pace5 TOTAL PARKING REQUIRED = 19 5pace5 TOTAL PARKING PROVIDED = 22 spaces (lnclude5 1 (one) Van-Acce55119le Handicapped Space and 3 Spaces Located in VDOT Right -of -Way Adjacent to Parcel) + I (one) loading space FLOOD ZONE ACCORDING TO THE FEMA FLOOD INSURANCE RATE MAP, EFFECTIVE DATE FEBRUARY 4, 2005 (COMMUNITY PANEL 5 1003CO2G9D), THIS PROPERTY DOES NOT LIE IN A ZONE A 100-YEAR FLOOD PLAIN. SLOPES THERE ARE MANAGED STEEP SLOPES ON THE SITE. WATER AND SEWER SITE SHALL BE SERVED BY PUBLIC WATER. EXISTING DRAINFIELDS TO BE UTILIZED FOR SEWAGE TREATMENT ON SITE. GENERAL WATER AND SEWER NOTES I . WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS, THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY 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 ALBEMARLE COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1 -800-55 2-700 1). G. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVERTHE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC, 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE PODDED 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 DIRINKING WATER ACT). ! p L h0 Z N N w W w Z " W wa z o= sL z F- D N 0 rn N � N w Q W Enw J _ V) d � J w� N Q � U G� 0 0 U J M. SHIMP i . Vo. 15183 SOVAL m 0 cm cc Q LL Z I CLL r z w 0 J W*. W a W CID Q z LL Date 10 18 18 Scale Sheet No. 101 OF 10 File No. eP VIRGINIA DE ARTM NT OF HEALTH-01 4 , `BOUNDARY CURVE TABLE Curve Length Radius Delta`'' --ZnnTl_ --Ctwrd-- _ohs -Boor"ing Cl \ 68 11' 443.87 _ 8°47'30" 34.12' 68.04' N 87`56'48" E C2 18.46' --999.74' 1 °03'29" 9.23' -- - 1S_46' N 83°01'19" E / STATE ROUTE 875 COUNTRY GREEN ROAD 3U' PRESCRIPTIVE EASEMENT 30' PRESCRIPTIVE EASEMENT SPEED LIMIT 30 MPH --- -- - - - - - - - - \ ' r - — _ �� s �m �� �a�m a _a _s _ _m �� - m-�- _ N83°3�'0,4 E 135.78 C2 -- --- -- _— V 00 ---- _ - _-_------------ ----------- ------ --- --- — -- -, 1 / -- t • - ..'.'.. .aid...i.:.' ..'.'.'.::'.:• .... S.:'. 'T:'.: •.' , . ..nrWF!'."' .: --- f %R y.� ' ' , • n:r.ree :1�Q...�®%:�-1.-,:b�-. %-"bki++' t / I rr J r •, • I , t f t S1 •............... .°1 4 7 9 2 W 06 A ,2 5' V !I / Bo 4-47 /4,j Q ---TMP �6752P �ZhT ,' :''4: ;`' * ' -", °z - :-=-'` -�. ' - _ - S41 °57'05"E 58.05' --------------- - - _ "- -,, ``. STEPHEN CGPK j - :F{• %^ h , ' - / / DB 3656-722 R-4 RESIDENTIAL ca`` ''' r ' ;. - f \�-! - ------------ ZONED: i / USE: SIryWE FAMILY RESIDENTIAL _------------ / - -_ DALE NNY KY ER - �` •1 TMP 76 `52�,1 & DA S -��' rf' /ff' , I `j� f f �/ / / 1 1/ a DB I V1.7-2L7 `�\ /,;' \\ J i ___ - _ --._ itt tt\ r'f ` ;' / / / `\ / ' /.i''i'�✓`. �V.' ZONED: R-4 RESIDENTIAL / 1 �"` �p l USE: SINGLE FAMILY RESIDENTIAL ------------------- 478 ^.474''— -~ W.w ? d-�°. �F 51,`* T. a ♦� AI\� G/ 1D `( C701� VF /! -- Nei/CQ -CTION ACTT ES P M 1 i APPROXIMATE LOCATION . G c z OF Zd ING N DISTRICT r I ' t t t _ ZONED: BASED / t \ _ — _ / j q t :c _ z ✓r'J {�'' q, ^f ONED: ON GIS DATA. AgOO `I' r 7 J!'`--------.-- __- ' ! -- - - - - / / + r• \ / \ _ MA STEEP SL N ED � 1(/ I 9 '/ t / / ! J f '----------- ----------- ------------------- A BEhjRLE cUo%.-..fi�Y4rrQ CISQ(�(TS2UF�,� --- ---- CON Totj'' t-... /� R uaca►t� i TMP 76-52L ck ' o'tolk STATE ROUTE 875 COUNTRY GREEN ROAD 30' PRESCRIP'IVE EASEMENT FHA SPEED LIMIT 30 MPH lif - --- --_-- ¢ --__ ____------_______________________.___-_ f�� �� -,,,�--____------------•______________ _________---____________ - _ -T _ — d 0 r ........... 1ui13. y� �? ... ..: ::.....- !, :...1 1 I f ... .......... • • -• .......... ...... ....... ....... ....... .... ....... ...... ...... ...... ... OHE OHE E R)FIE t)MIE tlE ............ ............. .ter. 1 . ..... ! / i I / a r i ............ ............:.�.:�;: �:�.'tiiii��:;'i:'��� is 13 3::;::: %:::.:::::::..::... .............................. ::. .........::::...: l f / 1; _ I • X �. f , r 1 .... .::::.. 4 .SrY%• xr: }� �{ I r.. t , / r o D :,� • d - 1 f t o , 4� i :a e"• (^ L r v �p 1V1 rd RE s __— J / E / ` i /'� f 'tv . r' ✓ a — i� i+ AND _ 1—STORY BLOCK F 1 OR ass o f z 2 � I r FRAME BUILDING TO REMAIN) ��. , . J �, -i'- +1 .E`_�, .... .�•�':' ..._ ::�{:.._ ...._ .._ .._':•�::�::•:': .... ,...- ..- -•-- =:f1EZ�:ri^its-'::r�:&t,-r.::�;�r��:�%'•'.::�;,%::{:•`�;'-- :� :� � ., ,/ 7�T _ 76-52P / i r STEPHEN COOK DB 3656'�-�22 ZONED R-4 RESIDENTIAL / / ' � f MANAGED STEEP --SLOPES / �• / �4 t 1 TMP' 76 --,52L1 DALE & DANNY—MR DB 1019-227 / ' ZONED: R-4 RESIDENTIAL USE: SINGLE FAMILY RESIDENTIAL 1 � ' � r ` r / / l UNAKUL & ADYS WALKER D 1816-77 ZONED: R-4 RESIDENTIAL ' USE✓SINGLE FAMILY RESIDENTIAL / / / / / 20 (1 20 / / / / / / a U J N M. SHIMP a 04183 �`�FAW,Aia E� Scale�1 "=20' / W-7- 10-1-/i STATE ROUTE 875 MILL AND OVERLAY TO CENTERLINE• COUNTRY GREEN ROAD SEE WP-2 AND LUP—OC FOR DETAILS. ln' PPPgCRTPTTVF FASFMENT — --__ _______ _ ___r1H----tJl—)G�iJ L11v111 t.�u evil 11 �_------- UN NE WIDTH RIGHT-6F= ._ ___ _. '�—__________ _______ -___ ._____._ r ___ ___.._ CJ. ��� _ ___ _____ ___ _____� V i ATION TO COUNTY ' / — ,,�� -- .x Z 9 G Q t w is r w m .......... -- -............:. ... _........ :... ......_ ... ... .. .... ... .., ... .. .... .. ... : i.,,... -•D SIGN r' .�a=•rM-4 _ :.:... t ..: x......:,•:: t�iE p�E ONEtJ61E :..,, fl6iE .,,.. aalE OWE ' E t�a't T ;';;.•; y,Y�•�M11R 1 / O SIGN p i O ' ROPOSE N Y:::: f " ::..... LOCATION • Q f Q ...•..,::::,-::::::..:::.:��;:•;;:•_..:::;:;:,.:;:::;::<<;<::.:::•:.�f V JUST . S F e tan" 83 t f ;. / of � POLE 500 SF =7r _ �' ' sll� wA0.1 , t ..l BA RBER WM O F cos W 1, 700 v / s I s i� __ r 0 P N ' 1•N�w �`' m,� - �� � -- CONVENIENCE I SHOP ! / + Fuel =`s ® •s::.. I ! ! :... STORE ! torage e t •Tan �i STO .. a s o I' i n c TM 76 ! 1 P 52 P 1 LLI G, S• f � 1 6 FI LLING,, 1�• STEPHEN GOOK _ f 4 6 :.:,. Ds 3s57 2 ! ZONED R 4 RESIDENTIAL , ! / (D a) COMMONWE ALTH TH of VIRC�INIA E E E 4 ".p. ...18 • � - • Q ' / "\w DEPARTMENT' Of TRANSPORTATION U U U / r ` ote oa as P.E. /j -- _ .pt '�'. � / /' ~ ��L .,,`\\ •• � Stephen an. I � •p •p _q JA � :,,'•;% / / / \ .`r\ \\ , , „\ January ry 30, 2019 U oo 25 Shimp Engineering P.C. 912 E. High St. Suite A r,. VA 22902 c c c t ` h r 4` `` r f \\\ y Cllarlottesviile, •cn •CA •on 1 Y ONEW / l / . f Lttf f ft Attn: JustinShimp,P.E. W en 0 t0u / -:: _ T� POLE / / / ; �`�.: 1 NEW 6' HIGH WOOD E - 4 ;`::•..• / r ::; .::::;.:'.:;:=: e �~ f Re, ore A Management Exception ,. L sr Oak Hill St �' ecess t� 'v � ',:;z: ._:...:_:::-:.,,...t...�.,:...:•,...•::.._;•,:...:...,.:,.;;:;.;.:;:::.<:;-:-:.:.:::•:<;,:::;?:;:�;:::,.... ... •.-,.._, .....:.......... _.,_,...........,.......,....:,.......,:..........-...... � / Approval 1 SCREENING FENC .::::,..:::....:::::- ..: :.. :.: ....:......:::-•.:_,.:..._,..-:::.:.:::,..,...:�•:>..._::::::•._.:::,....:,.,-::..:::••�:.•.:.:��...:.,y....::::.:;..•...:.,.::..,.::•.:-.....::::<. / r . �., f •at: a E +�.......::::..:: t : ; m f matt Charlottesville deTransportation 4 a / S i / /�` �► \` DearMr. Sh•mp: � f '+� $ `�,, �� t The Aepart ent o Transportation, Chnri esvil Residency and Land Use r r / / LP Section, has reviewed and approved above referenced exception request, as submitted by Shimp Engineering, P.C., dated 16 January 2019. Please include this approval letter on the final site r� .� f plan. `,� I f aC N f O f A VDOT Land Use Permit will be required prior to an work within the right-of-way. j' � �� � :,,,••� f f � � / .o r ,, r { �t P Y The I N O � f ` �• `�. �"`` �` / i � / ! � f ".� f owner/developer must contact the Charlottesville Residency Transportation and Land Use Section at (434) 422-9399 for information pertaining to this proms, r M. 8 DING ' TBACK f Sincerely, ( /! 4 ! �"►f Adam J. Moore, P.E. f' "No Parkin /� / Area Land Use Engineer Loading One / / �""+i`` \.� Charlottesville Residency �I 1 Sign TP + j, I, Coco !' / / 1 RETAINING WALL 42" HANDRAILS \ `�� WM / ! 2 M• AR G /Ar r (HR-1) WITH / ENO/C�ON5TRt1CTlON AC71MTIES PATTED) � � 1 1 r\\\ CO WOODEN GR-2 L YFf SLEEVE —IT / !! �, i @ ern.devat meWsa (or Pebrwryxols r YV ,01 ® �� W1� x „ ' / J % �? / a\\ nat&UM fOt ties*Sets to bea rY spUm. 0KtkM1Z0Ca v) i :�dnB�ndBtdsiJatiS - - - �`�"' --m FP 6 FROM CURB y SUNG TR / ! r . �, oxptedYltothesemnde ; NP— s FROM WALL / ! , „ ,, r MAutK . inrwmotwnonthedevatopmentthatideitlflesthalacatonofentrerpcp RIP. To be loadedwkMnthe UralbofaYDOTmMiorafit approvedmotets managenteMcort4lorpkn. 4ZONED: C1 — — _ 4 y — — `if ��.` ` S �ntted�ecknetmiphotowco orw�t>fytnewawsetenrr+ntBf�termta,lo�lan tsect3me3.bl t R4 r 1 ~\ / / `�"`. `�� \ RdConNnendBtbnon67ueRtion uess ✓ Date' 12/ o= / L \,e �""' y�f f •"•^+•+. / l' "�_ .�"'�, Am tatd thai S*nea an Adam 1. htaoa P.E, Heme Remarks 490 485 480 490 485 480 475I — -- I I t 75 9+50 490 485 480 475 pt 9+50 10+00 r2"NSIGHT DISTANCE RIGHT C4 Scale:l`�20' — 10+00 )SIGHT DISTANCE LEFT C4 Scab: 1 "=20e 10+50 10+50 11+00 11 +0U 11+W 12+00 12+00 12+50 12+50 13+00 13+00 490 485 480 475 13+5u Istraitwor: i Remarkst DStrkt Staff'. Please emA copy to Bfltd w.Sbft0W OO7.Vlmria.®v 3 i i 20 40 .i ■■■■■ STATE ROUTE 875- \ e MILL AND OVERLAY TO CENTERLINE. )} \, `\ ~-� w -� SEE WP-2 AND LLIP-OC FOR DETAILS, COUNTRY GREEN ROAD o w - w -- 30' PRESCRIPTIVE EASEMENT _ f _ SPEED LIMIT 30 MPH NEB( 23.5' WIDTH RIGkiT-t5�`WA�f �� ��~�d -� � � �W � w � � �� w � ,� w ---w ____w __'_w —w --w ____w _-_.w _.._...w _.,._,w �...,w .�w � — w _w .---w---*--w =. =- �.� / - DEDICA i0N TO --COUNTY --_ - -._---------_...-.__,_...-------._...,_^-- -_ - 1 _ EW 15` ACC SS _- '' EASEMENT - - - I / ti / .... _::wde-•wri��ri� ^..',*iiw:: ,r .:"::.. �-:::.:a:.r.:. '..,.,.�• •:i.:�,:..,..a+r.•,...-r-ar�r:++w:%ywr•wrgwn"^*.p'' �, _ _ _ _-. �. ,._.«. ,... 'gym:............ ;... .. .....:......:•:.... :.,, Aa {: E 77 0@fE flFi E 1 NOX BOX REQUiR, D 0 UIL�- 1 �, ! / INSTALLATION SHALL BE OCt@ ED / .•1 ` �::a::!::•<�;,:::`;: , � �. WITH FIRE MARSH •L'S 'CFy�, .,. � r / 0 f 1 X NEWd'/ PVC.Thi t': r - ✓ "r'i lot ------------------ Po ..I •a Se t' r Qr ! m I I I 'r r, LE w7 f o�• -4 Pe forated. I -^ fl / / r ! I i fir' "' :r co / C9 Ioff 0 i ...- ._ �. _., r :5.::�;:::�i5. i:,i`:t?.:::;:::,::5:' ....: / r/ it l I / 1.9 / 1 c, , FF 58 l ' r o / 7' / 2 jj J W r r' • 1 r r / J' ti r d .WA'TE E / l / (f 1 EN f / p r r i� ) r �j p t / ( Q I r [ r 76- 2P' MM ,�dY�' �• f r r f / f O m STEPF�E COOK ® d Q r✓ - W d- / w 7 , a rr / B / l D ; / 3656 22 / Z r: f / ......::....., ...............::'=:•s:e''v:i,}li,:_,-,:''':::u.r:.'._. _.... ":i8::i4ivt ':::•.:}"i:::' 'f / .�' . • " Jr r r yr / i'•♦ ZONED R-4 RESIDENTIAL - ::,::::,:.. ....,;...., ::.:::. - ," ,•,. ,� r / , r / 1 2 '� / ,� r f / •• a 2 ' ,- s .r r a� / r r r r. 1 r r, _ f / r. , r y r r ;�JzJ'�it r'd , r , r• � / / EW DALE & DAN Y2L1 R W �::�......:::........,:,._:::::.._,-:.,�„ .::,;.':•;:.:::':;:'::.•:�r�::::::::>:... � _ mac, :isi...;:;>�:.'-;::.�:i.::.;y::'S:i :;.-•-}..}::::•..;.:�;:,:::;-}:::,_..:.. / ............._...,..<-, ...:......,_:..5...,...;t-ca::::Y..�-::..^.ra,A...,,,.. � � p0 I / I ., / Jy QB 1 ........ A,.. ;;; :: _ :' ter, . }•:::::,:::::.:.. .... .. . ......:::..5 .�, .. I' .i .,/ � - 9 227 /::.::'.:re::,::i!.+}'7i1r'c'`i':: CiT,;.1uiiCi{+'Z:%,3p.:.: :: •"•.• R Q41 RESIDENTIAL / ZON ED: / /,:.::.<,•.::..,..<:::......::::-.-,:::,-,...:: :..>;• :..,:,....:.:, :.::..,.,.- '.�:....::.,-,.,::... :.::....::.r,.-,_...;�..,..::::-•-.....::._...:,-:......:::::...:.::::.,.,......... ` � a USE. _•.:,::_,.::':..:.:-...::::..-...:-:::.:..:::.. .:::..>.::......::-.... a; _., _ :. •,. - , ,, / I - - � SINGLE FAMILY RESIDE �. / \ .a.. ......_,.,::::'S.�::...,.,.._,::....a`.9'rrZ�'i::k:i}:5a:....rar::-iryra.5F5'=:.�i•:: ... u'v:.,ar:?�"iL43:�:.�i;' :' / } 1• • f , x / , 4. rp \ \ / t :• 1 / ., o:: if :i::• ,:. "� / ,... .......:.c:-::?fin .. :,.,.,,s ._..- .,... _.. ...... ... .. ... .:... ,. r,:.,..5. , / / I / B 1 ,.•10 TRACK i / ?� J G % f / / r 1 - e , / 1 4 - f / 1 7 : i X 47 I MANAGED $TEEP-SLOPES \ r J .. J \ i / fiE\7`AIIIN VN — — (Na 6ONSTRUCTroN lXE ''MG�+lil�; F Li - ' / / / , / ACTIVITIES PATTED) j / jr W co �INS EvIi; D3 . <�I 83 PG 531,,� \ / '' / / / >r r -`�•-! mod/ /' �-/ - �"� �Vt L ® ail EP `+. SO , r A ✓ — i r ` / II �r / �I`t,�♦ /w��- /� 1 '♦'♦♦ \ / / MG 1 /--\f �r r. k / % ✓ \ 1 . ,," ZONED_ J / � '` / � /> ;,� s '✓r � r � '� '• } /' `....,.. ~/ '` � ri i;' ;:•' ,: ,�.''`� �' / ZONED: - — - - --I _' - - ____ �� - -�•� �► I / / / - -- .._ � °'' �% _rr, Ird ;�, ',r _ -, ` / `' -` _„ i �►rs•. / '' '`; ✓�' I/ / � R4 I � `, �♦ ,� I \ / .,�7- co EW 20' [AAINAGE MANAGED STEEP SLOPES - 1 1 / `�•�, ( -l- 2 _.- r-- EASEMENT - �-�---•�.. DB 5183 PG 53 OP 460' t -All+ 1 \ �1 ! RIP -•_. R 1 AP O -�_-----___—------I ° ', 9' LENc NINIMOM -_ MELD SURVr- YED r ABLE 456 \ COUNTY Gt1 Tnbn ~ -- • . \ t r \ /s T,(� - _ STATE ROUTE 875 �` COUNTRY GREEN ROAD 30'PRESCRIPTIVE EASEMENT 'FH A SPEED LIMIT 30 MPH W 'NE WIDTH RIGRT-6F=T----W----W --W W W—--=--W -WA—W—WW —6:--w —W —W —W——------- ------ —----- --- 10 TO COUNTY —------�-- ------- -----—------—— %- "EW 15' ACCESS 116, /\EASEMENT -W- ----------- .. ... .... OHE- W, SCREENING PER 32,7.9. 7 15' ON CENTER — ---- — ------------ /0 &) A A, . . . .. .... .......... FFE 581.96' ...... ... ... . .... . WAT E » favE,�,SWEN 4 J7 7,1 4- 83/PG 53 A,. 76-52P✓ STEPO COOK . . ... . . ...... -�;- D8 3656 Z22 ZONED R-4 RESIDENTIAL 82 d0o'77 Z A 'ANT N —tOVER GROUNIJ' E \NEW 6' HIGH WOOD 1.� . . . . . . . . . . . . SCREENING FENCE J .. . ..... rp o .... ..... ING TRACK ......... .. MANAGED STEEP —St. PPES was -A ZU "'8TO04WA (40dOWSfRUCnON ACPVITJ ES P D)W.L MNGWMT1FLI - E AS EM EN T,-,- Dp CO TREE PROTEC-n 4H, " I , moo 5183 PG 53 EP FENCING V ING ZONED: C1 ZONED: -R-44 464 + EW 20' DRAINAG�_ MANAGED STEEP SLOPES EASEMENT DB 5163 PC 53 460 Landscaping Requirements: Section 32.7.9.6 Landscaping within a parking area 5% of parking & circulation area shall be landscaped with trees or shrubs. One (1) large or medium shade tree per ten (10) spaces or portion thereof. Required: 13,720 SF parking/circulation area * 5% = 686 SF 25 parking spaces * 1 tree/10 spaces = 3 trees Provided: 3 trees, 910 SF Section 32.7.9.7 Screening Commercial uses must be screened from adjacent rural, residential, or conservation areas. Parking areas must be screened from adjacent rural, residential, or conservation areas. Screening may consist of existing vegetation, a minimum 6' high slightly opaque fence, or a 20' wide strip of either evergreen trees 15' on center or shrubs 10' on center. Provided: Existing vegetation is to remain on the southern portion of the site that is adjacent to a residential zone. Screening trees shall be planted on the western border adjacent to residential. A special exception request will be submitted to allow for the screening to be planted within the 20' commercial buffer area. Screening will consist of a 6' fence with one row of evergreen trees 15' on center. Section 32.7.9.8 Tree Canopy Commercial uses must have 10% tree canopy. Required: 48,949 SF site * 10% = 4,895 SF canopy required Provided: 3,829 SF new tree canopy + 1,078 SF existing trees to be preserved (7 trees @ approximately 150 SF each) — 4,907 SF canopy provided Notes: 1. All existing trees to remain shall be clearly marked and/or protected with fencing prior to commencement of work. See Tree Conservation Plan Checklist and Tree Fencing Detail Sheet C9. 2. All site plantings of trees and shrubs shall be allowed to reach, and be maintained at, mature height; the topping of trees is prohibited. Shrubs and trees shall be pruned minimally and only to support the overall health of the plant. SET TRUNK PLUMB. SEE PLANS FOR EXACT LAYOUT AND SPACING. TREE TIES, "ARBOR TIE' 1-112" SQ. OAK STAKES — SET 180 DEGREES APART FINISHED GRADE APPLY 2" OF WOOD CHIPS AFTER PLANTING AND — WATER THOROUGHLY 4" COMPACTED EARTH — WA TERING BERM EXISTING GRADE PLANTING PIT. SEE SPECS FOR EXACT REQUIREMENTS, PLANTING SOIL, AND PLANTING SOIL AMENDMENTS. REMOVE BURLAP & STRING FROM TOP 1/3 OF ROOT BALL TWO TIMES UNDISTURBED SOIL BALL DIA. (MIN) TREE PLANTING DETAIL C6 Not To Scale PROPOSED LANDSCAPE SCHEDULE Plant Symbol Planting Type Botanical Name Common Name Min. Cal./Heigh Quantity Total Height Canopy Total Canopy t (ft) in SF SF 10 Yrs 0 Large Deciduous Tree Quercus alba White Oak 2.5" 3 22 243 729 Large Deciduous Tree Gleditsia triacanthos var. inermis Thornless Honeylocust 2 4 31 424 1696 Broadleaved Evergreen Magnolia grandiflora Southern Magnolia 4 — 5' H t. 2 14 54 108 Needled Evergreen Cryptomeria japonica Cryptomeria 4'— 5' H t. 10 25 123 1230 Evergreen Shrub Viburnum x burkwoodii Burkwood Viburnum 1.5"-2.5" 3 8 22 66 Ground Cover Pachysandra terminalis Green Carpet TOTAL 3829 SF: 20 0 20 40 64 M■M■M - -- - --- IN Scale: 1 "=20' U JUS M. SHIMP >- c. o V183 'CIS s-ICWAL Els co 41 CO -+1 0 E E E E E E 0 0 0 CUU0 0 > > > 0 0 0 _J _J W U2 W in rn ZZ W 0 0 co 0,J CO Q 04 M 'NICN coI C) TIN < Z 0 (� LL Z 5 > (L Z 4� Z W D 2 0. 0 0 0 J W LU > J W < W < Z LL Date 10/18/18 Scale 202 Sheet No. C6 OF 10 File No. 17.047 NPR ��� PHILIPS 3O Ordering guide prolect. Location. Cdt.No Type: 4tv: Notes The Philips Gardco EcoForm Gen-2 combines economy with performance in an LED area luminaire. Capable of delivering up to 26,400 lumens or more in a compact, tow profile LED tuminaire, E.coForm offers a new level of customer value. EcoForm features an innovative retrofit arm kit, simplifying site conversions to LED by eliminating the need to drill additional holes in most existing poles. Integral control systems available for further energy savings. example: ECF-5-64L-900-NW-G2-AR-5-120-HIS-MGY Number Drive LED Color - Prefix of LEDs Current Generation Mounting Distribution voltage Dimming controls Motion sensing Photo -sensing Electrical Wminalm Finish ECF-S 48L o W G-._.� C � [_ _ ECF-S 32L 530 WW-62 All Type 120 120V DO 010VExternal 411M PCB Fustdg Square Pole Textured EcoForm 32LEDs 530mA Warm White Arm Mount 209 208V dimming (by othen)' integral with Photocontrol Adapter BB Black 2 Type2 F7 Single SlteandXea. (2modules) 700 3000K,70CRI (standard)' 2-90 Rotated 240 240V DCC OuaiChcudConhoix 03lem' Button" M277.347VAC)' included in Will White small 700mA Generation left 90• 277 277V FAWS Field Adiustable 0 1MR17 TLRD5 P2 Double standard g2 Sronze IhefoBowing IA NLV_C,2 2-270 Rotated 347 347V SW )nterfacemodule Inlegralwith Twist Lock (208,240,480VAQ� Product DGY Dark Gray 10SOmA Neutral While mounting 9 right 270' 480 480V fofSilowlse"" raj tens' Receptacle P TO MGY MediumGra Y 1.2A 4000KJOCPo kits must UNV 124-277V LLC2 integralmoduie hMRO 7LRD7 PdeMouMFusing Terminal t200tM Generation2 be ordered Type3 (50160Hz) with#2tells IPolemounted Twist Lock � Single ingle Block' Customer specified ---- -- separately3 Type 3 NYU 347-480V LLC3 mtegralmodule unolransensor% pxeptactelPin (120,277.347VAp' RPA RAL Specify 48L 900 CW-62 (see 3-90 Rotated (507fi0Hr) with #3tens'' 1(seeaccessoties) ttRPC FP2 Double Round Pole optional 48 LEDs 90pmA CoolWhite aaessortes) left90' L1C4 Integralmadule ( 6 20.240,480VACY Adapter colororRAl (3 modules) to 5000K,70CRI with#4kas'F Twist Lock (ex RAL7024) 1O50mA Genera[ion2 SFP 3270 Rotated Rece lade col FP3 Canadian Double (filsto3'-3. 9" CC Custom color 1' slip Filter right 270- DynaDlmmes Automatic Photocell' Pu1l(208,240,4 0VAC O.D Polepu (MustsuPAW 1200mA(fits Mount, Type4 Profile Dimming HIS Colo,(hip 4TVpe4 C550 Safety50% Surge protection Internal lot required 64L 900 O.U.lenon) 4-90 Rotated Dimming, 7hours r t10kAstandard) Housi rig fadoryquote) 64 LEDs 900mA WS leh 90` CM50 Medan 50% n------ - ... SP2 Inueased 20kA Side Shield" Nmaddes) 1A Wallmount 4-270 Rotated Dimming,8hours 1050mA withwiface right 270' CESO Economy50% conduit Dimming, 9 hours' rearentty Type DASD All Night 50% permitted 5 TypeS Dimming RAM SW Type SW CS30 Safety 30% Retrofit arm AFR Dimming, 7hours, mount kit' Aulo Front Row CM30 Median 30% AR-90 Dimming, $ hours Auto Fionl Rosy, CE30 Eeorromy30% Rotated left SV Dimming, 9 hours' DA30 All Night 30% AfR 270 Dimming' Auto Front Rol Rotated right 270' ) Available only on 120.208.240. and 277 (or UNV) 2. Specify Voltage 3 Notavallable with 347 or 480 voltage 4 HIS not available vid, Type 5o, SWoptics 5 OD is required lot LLCR and pole mood moliousensor. Dimming leads are supplied through back of luminaire. Must be ordered separately (See accessories page) ECF S-Gen2 OSt/l l page 1 of 9 6. DCC and LLC213/4 not available with any (Aher controls 7. TO not available with OCC 8. ECF-IMRI equipped with out -boarded sensor11000g when voltage is NVU(347-480V) 9. Mounts to a 4' round pole with adapter ink,kided for square poles. 10 Not available :vith SF and WS RPAs provided sehh black finish standard It. Limited to a maximum of 45 degrees aiming above horizontal 12, SW option is not available with any other control options with the exception of IMRU. fill and SW-IMR0 motion response options 13 Available only on 120V and 277V 14 Not available with OCC. IMRt3. IMR17, SW. LLC and CS/CM10E/DA (Dynalthr mer). Project Location: Cat.No: Type ■ Quantity: s ri ,u(, si US Philips Gardco SlenderForm SFC/SFCR garage and canopy luminaire features high output LEDs and a sleek, yet powerful, low profile design. The thin 3" profile combined with LED high output performance make SlenderForm the ideal choice for exterior ceiling mount and carnopy applications. SlenderForm luminaires also provide LED solutions for parking garage applications requiring higher light levels, including entrances, and for garage arenas with high ceilings. Ordering guide example: SFC--DD-5W 48L-700 NW G2-UNV-MGY LED Drive LED Color - Prefix Controls Distribution Court Current Generation Voltage Finish Options SFC - 48L - L�'S0 - NW-G2 - �- MGy - - 48L NW-G2 SFC 3 250 ._...... .... 120 120V MGY F1 Single Fuse (120, 277.341V i s SlenderForm Standard Type III 48 LEDs 250mA Neutral White 4000K. 240 240V Medium Gray F2 Double Fuse (208, 240 277V)' Ceiling iumirraire, Luminalre 5W 400 70CRIGeneradon 2 240 240V F3 Double Fuse 480V)`= SFCR DID Type V, 4.00mA W W-G2 pull Canadian double puR double SlenderForm I 0-10V Wide 550 Warm talhite 3000K. 277 277V Ceiling luminaire Dimming' I Distribution. 0rrvm 70CR)Geneiarion2 347 347V DL Diff using Lens (reduce5 (recessedrnountingP MR SR CW-G2 480 0V periormance significantly) ' Motion TypeV. 7 O � Coal Wh 12ite5700K, PCB Button Photo(ontmtl' Response'= Rectangular A 70CRI Generation 2 UNV 120-277V BX Bird ex5 excluding ShroudE 1 Distribution 90Q 9UUmA s JB J-Box for Pendant Mounting, g" CD Concentrated GL Glass Lens assembly Downtighl 1. SFCR recessed mount NOT available wid-i 900niA, 4. Speuty actual input voltage. 7. For ilgid and swivel prcnoant mount. MR, fit K HX or JH 5 Not available with SFCR rece;•,ad m(nunt units Ilendants by others, 2. Luminaire indudes 0-I0V input wires for dimming 6. Shroud is for Pendant mount only. 12!" (30.48cm) control by a dimming system supplied by others mintmurn pendant length required. %rx)artt by 3. Only available in 120 through 277V. others. Option is installed in the heicil only. Accessories LED Wattage and Lumen Values Standard SF(. & SFCR I(ii-ninaires �Qt ,z-r SLj,FlrB G y / FSIR-1005 MR hand held programmer For use with 'MR' motion response when field programming is required. If desired, only one is needed per job. Ave 3 5W 5R CD System Color System _ .... _....... _... ._.. LED Current Temp Watts Lumen Efficacy Lumen Efficacy Lumen Efficacy Lumen Efficacy Order Code Qty hi -A) (K) (W) Output (Imlill Out (Imifdt) Output (Ins/W) Output 'Ins/W) SFC orSFCR-48L-254-NW-W 48 250 4000 38 4636 121 4804 125 4660 122 4656 122 SFC or SFCR-48L 400-NW-G2 48 400 4000 60 6932 116 7182 121 6968 117 6962 117 SFC or SFCR-46L-550-NW-G2 48 550 400q 82 9323 114 9660 119 9372 175 9364 715 SFC or SFCR-48L-700-NW-G2 48 700 4000 104 11609 112 12028 116 11670 112 11659 172 SFC or SFCR-48L-900-Nw-G2 48 900 4000 133 14184 1 107 14696 111 14258 107 14245 107 Note: Ore to rapid and contin onus advanres in I FI) ter hnn)ogy, I FI ) lummaue data rs suh)ect To change withoit noticE. and at the discretion of PhiUps. Lumen output by optic type void vary slightly. Sea IFS files when avruable Ali [echmcal d.;1a rs sufnjert to change Slenderrorrrr--:SFC_LED 04117 page 1 of 4 Schedule Symbol Label Quantity Manufactur Catalog Description Lamp Number Filename Lumens Per Light Loss Wattage er Number Lamps Lamp Factor A 2 PHILIPS GARDCO ECF-S-48L- 900-NW-G2 ECOFORM AREA LED ECF - SMALL, 48 LED'S D UGHTDA RAYS 1 ECF-S-8L- 900-NW4 G2- 12029 1 135.1 -2 4000K CCT, TYPE 2 DRIVEN AT 2.IES OPTIC, NO SHIELD 900nnA 2 PHILIPS SFC-3--48L SLENDERFORM CANOPY, LEDGINE 3 IP66 1 SFC-3-48L- 1 38.3 GARDCO -250-NW- 48 LED'S, 4000K CCT, DRIVEN AT 250-NW-G2.ies G2 TYPE 3 OPTIC, NO B EXTERNAL LENS 25OmA STATISTICS Description Symbol Avg Max Min Max/Min Avg/Min Site Area .+ 1.3 fc 15.1 fe 0.0 fc N / A N / A NOTE: 1. All pale mount fixtures shall be mounted at a total height of 20' from the finished grade which includes the pole base. 2. All canopy mounted fixtures shall be mounted at height of canopy, no higher than 14'6". 3. Each outdoor luminaire equipped with a lamp that emits 3,000 or more initial lumens shall be a full cutoff luminaire and shall be arranged or shielded to reflect light away from adjoining residential districts and away from adjacent roads. The spillover of lighting from luminaires onto public roads and property in residential or rural areas zoning districts shall not exceed one half footcandle. 0.0 +0.0 +o.Q -`o.o +0.0 +0.0 + + o.+ + + + .o 0.1 0.1 a o.a a.o o.Q o.a o.o o.o a.a 0.a a.a 0.0 0.0 0.0 0.0 0.0 +0.0 +0.0 +0.0 +0.0 �Q +0.0 +0.0 +0.0 23.5ROW DEDICATIO + + + + } + + + + { + + + + { + { + + + + + - 0.0 0.0 0 4.0 4.0 4.0 a.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 O.a 0.0 O.fl 0.0 0. 0.0 0.o 0 fl. 6.1 0.1 0.1 0.1 0.1 0.2 0.2 02 .1 0.1 0.0 ? O.Q 09. 0.0• 0.0 .0 0 .1 0.1 0.1 0.1 02 02 0.3 0.3 0.3 , 0 3_ y 0.2 0.1 / 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 + + + + t + + •+, + ++ + + + + + + + -6-0 .4---:+0-+-- + + + .f•- 2 0. a.5 0.5 0.5 a. ,4 a.2 0.1 .0 0 0.0 0.0 + + 0-0 0.0 fl,0 0.0 0.0 0.0 0.0 +0.0 0 0.0 + + + + + + + + + + + + + + + + + + + + + + + + 0.0 0.1 0.1 0.1 0.2 02 ( 0.7 0.8 0,9 0.9 1.0 12 1.3 1,1 0.8 0.0, 0.0 0.0 0.0 0.0 0.0 + + + + + + + + + + + + + + + + 0.1 0.1 02 0.2 0.3 ,0.5 •' 1. 1.3 1.5 1.5 1.6 1:ir' 0.7 0.0 0.0 0.0 0.0 Q.0 0.0 + + t + + •+ 4 + + + + i + + +� + + + + + + 0.1 d 2 0.8 0.8 1'.1 4.2.1 .2.5 .5 2.3 2.3 .5 2.4 2.0 , A, 0.8 0.5 FOOTCANDLE LINE 0.0 0.0 0.0 0.0 0.0 0.0 +0.1 +a. 5 0. 1 .4 1` 4.0 4.4 3.8 32 3.1 1.6. 0.0 0.0 0.0 0.0 .0 + + + � + ® + + + + + + + + + + + + + + a.1 0.1 a. a a. 4 5 ✓�b�ry�j /(.�/ $ 52 + + 42 4.0 4.1 3.7 1.8 O.Q 0.0 0.0 0.0 0.0 0.0 O,D 4.1 a 0 0.8 .� 2.0 4.5 9.0 9.6 1 •B .5 6.3 4.9 4.7 5.0 ' 0 a •5 0. 0.0 0.0 0.0 0.0 0.0 0.0 0 0.0 + • + d' +0.1 +0.1 .3 +0.7 1.• 2. '•, +�• �0.9 .�1.7 12.1 9.3 + + + 8.8 52 5.3 5.5 + + + + + + + -+ + + 0.2 0.1 0.1 0.1 .0 0.0 0.0 0.0 0.0 .0 0.0 + + 0.0 0.0 +01 + 1 + 3 5 �g + + + + + + + + + + +ID + + + + + + + + + + + 14. M2. 9.4 6.7 5.4 a.7 6.o 5�$ 1.0 m 0 02 0.1 0.1 0.0 0.0 0.0 0.0 0 0.0 0.0 .0 O.a 1P� , � + + + + + 4 f� + + + + + + + + + + + + + + + .+ + + + ' is, + + ffi+ 0.1 a. 3 .6. 1 2.3 .6.7} 1.4' '14..31 .5 1 .3 9.2 6.4 5.5 6.$ 8.2 9. 116 0. 0. 0.1 0.1 0.1 0-0 0.0 0. 0.0 o.0 a.0 0.0 4 z16 6 + + + + + + + + + + + + + + + + + + + + + + + + 0.1 0 a. 3.1 8 2 12.2 . 14A 4.8 11.7 8.5 6.0 5,5 7.2 9.5 0$ .8 0.2 0.1 0.1 0.1 0.0 0.D .0 fl.0 0.0 .a 0.0 + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.1 0.1 2 4 0.8 1 ,y 2.3 13.0 15.1 1 7 10.7 7.4 5.5 5.6 7.1 .9.7 3.8 0 2 8 0.5 0.3 0.1 0.1 0.1 a.a 0.0 fl.0 a.0 0.0 0.0 4 B + + + + + t t + + + + + + tit + + + + + + + + + + + + 0.1 .1 0-2 1.0 .3 10. 44 .1 9.3 $.3 5.1 5. 7.7 6. 2,1 1.1 0.7 ADA 0.2 0.2 0.1 0. 0.0 0.0 0.0 0.0 0 0.0 + + + + + + + + A+,rQ.t + + + + + + + + y + + + + + + + + + + + + + 0.1 0.2 .4 1.0 2.$ a. 1+97 .i.a�Ir .$ 0.2 7.5 5.4 5.1 5 $.a 9 Q 1.4 .9 .5 0.3 0.2 0.1 0.1 0 0.0 0.0 0.0 0. 0.0 +0.0 +0. 01 .1 +02 + A +1.0 + +6.5 9.3 + 0 8.2 +6.2 +5.2 +5.2 +5.3 +5. +1. +0.7 + 0.2 0. +0.1 + .0 +0.0 +0,0 +0.0 0.0 +0.o + + + + + + + + + + + + + + + + o + + + + + + + + + 0.0 0.0 1 0.1 02 1. 3.0 5.4 7.4 ii 7. 7.1 6.0 5.$ 5.3 5.0 . �3 � $ 0.4 0.2 0.1 .1 0.0 0.0 0 0.0 + + + + + + + + + + + + + + + '+ e e + + + + + + + + +t 0.0 0.1 0.2 .4 1.3 2.7 4.3 5.8 7.0 7.6 72 6.5 6.0 5.3 4, 2 441.3 0.4 02 1 0.1 .1 0.0 0. a.0 0. 0.0 a.0 + + d + + + + + + + + + + + + + { + + + + + + + + + + + 0.0 •0.1• 0 9 1.8 3.2 4.7 6.1 7.7 8.8 8.5 7.6 6.4 .0 .$ 0.4 0.2 a-1 0.1 0.1 0.0 0.0 0.Q O.Q 0.0 .0 0.0 + + ' • + + + + + + + + + + + +' + + + + + + + + + + + 0.0 012 0.5 a.9 1.7 2 4.1 5.4 7.1 9.0 10.3 8.5 4.5 2.8 '.$ a. 0.2 a.1 0.1 0.0 0. 0.0 0.0 0.0 a.0 .0 0.0 A _ +0.1 +0. + .3 + +1.5 +2.2 + 2 +4. +5.8 +7.5 + .$ +11 2 +7.$ +4.3 +2.3 +1. +0. + .2 +0.1 +0.1 + .a +0.0 + .o +0.0 +o.0 +0.0 +0.0 +o,o +0.0 +0.1 +0.8 +1.2 1.7 + + .9 +5. +6.6 +7.8 + .4 +2.8 5 + +0.4 +0.2 +0.1 +0.1 +0.0 +0.0 40.0 +0.0 +0.0 +0.0 +0.0 + .0 +0.0 + + . +0.7 +1.1 1. ,6 +3.3 +3.1 .5 +1.2 + A + .1 +0.1 +fl.1 +0. +a.0 +0 +0.0 +0.0 0.0 +0.0 +0.0 +O.Q + .8 + + +0+ +a.1 .,%+ 1a, 1.� 1 + + .0 +0.1 +0.0 +0.0 0.0 +0.0 +0.0 +0.0 +0.0 0.1 a .4 0e .��m 0.0 0.1 .1 02 0.4 4.5 0.5 0.5 0.4 0.4 0.3 0.2 0.1 0.1 0.0 a.Q 0.0 0. A 0.0 0.0 a.a a.a 0.0 0.0 0.0 0.0 0.1 0.1 0 02 4. .3 0. 0.3 0.3 0.3 02 02 0.1 0.1 0.1 0.0 0.0 0.0 0.0 a.0 0.0 0.0 .0 �0�0 N E o.o a,a o.a a1 0.1 a.1 a1 a.1 a1 a.1 a.1 02 - a.2 a2 a. - 0. >3i o o.o o.a a.o 0.0 0.0 0.0 0.0 + + + + + '�� r + + + + + + + + + + + + + + + + + + + + -h a- _ :a - - B--^0 0' 0 �9 8- _ Q.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 o.Q 0.0 0.0 0.0 0,0 .0 0.0 } } } + } } } } } } + { + { { + + { + t + + + + + t + + + 0.o Q.0 0.0 0.0 0.0 0.0 0.0 0.0 OA o. 0.1 0.1 0.1 0.1 o. a.1 0.1 O.a 0.0 O.a o.0 0.0 0.0 0,0 0.0 0,0 0.a o.0 } + } + + + + } + } + + + t + + { + + + + + + + + + t o.o a.a o.a o.o o.o a.a a.a o.o a. a.a a.o a.a a.o a.a o.o a.o a.o a.a o.o o.o o.a o.a a.o a.a .o o.o 0.0 0..0 o-0 0.0 0.0 0.0 0.0 a -a o,a a,a o-a 0.0 0.0 0,0 o.o o.a o.o a.o 0.0 0.0 0.0 'o-a 0.0 a.o o.a o,o a.a 0.0 0.0 a.o +0.0 0.0 20 0 20 40 60 0.0 0.0 0.0 0.0 0.0 0.a 0.0 0.a o.0 0.0 o.o o.a 0.a o.o o.o o.a o.0 0.o a.o o.0 0.a o.0 0.0 o,o o.0 0.a } + + + + + + } i + + + + + + + + + + + o.a o.a a.o o.a a.o o.o a.o a.v a.a o.o o.o o.a o.o o.o a.o a.o o.o o.a o.a o.a o.o o.o .o + + + +0 + + + + + a.0 4.0 tip on nri nn nn r.n + nn nn .... .... .... .._ __ r 40 � U I� z N N j w w z z LLI Z2 0 � -4 F o z a 6 z N 0 N N w Q W , to W 3:J O > 2 N W V W X Q ^V 0) U "` }^el JU A SHIMP a Li � jNp.4 183 , ��s,1y0i;ll Ir 0 IL Z �LL i� Z W 0 J W W 0 WW f fiffirt J _Z its 4 ;y Scale 1 " = 20) Sheet No. C7 OF 10 File No. 17.04711 up qqo-1 i Materials: 2"x4"x8' 1" x 6" x 6' pickets 6" x 6" x 96" stained and treated posts 1-7/8" aluminum coated nails for pickets 3" aluminum coated nails for rails 2�SCREENINC FENCE DETAIL i. • SECTION 6"X61"X8' 1 BEAM �� TO PRbWENT'1kIXatW) titN%il i - 6. i. {y't {�P fttliAT'WI(Y. mot, ,,,rrfr�, �. 1 LESS ! f 46RCA7£ (�gypp TGOLEAARCE$. ,, gn , -g" tom• BLTJCH OR DWI -- TREATED �T ORIO.L TREAtEb2PRC '---� RECYCLED MATERIAL. moax OR 40 6Y `EAT'"Eo PINE °` S�Ds ` N R� I BLOCKQUT FOR MAINTENANCE "�� HEKNIT OF POST `' I REPAIR ONLY K Pyyy e•ire"xT-fi' LESS THIN I'-0" Hp4E5 TD iR STIRROR60 "' I �aA�t�s;,`bO TREATED PINE N PAST LA"MSPACING 14" Wit' I BN.T CIE,: OR III CtirWFEft SS ". PU�T{£�t II b R111 ', 7'-6" T 8 tl" SNOW, O1 TlFv TO t'-6^ C•C $ ASPLPCE SPECIFIC PC)ST CF POST i° m LOCATIONS II =15 OR 4 L7 TH TO 11e OUARDRNI OMAIIFFR NAY OE {{{ NEgtMiEp II W6x'g ri-ITl�Ts°T S'1Cs._' rRaHXDENrtT�N16T TAT L II 9PTf9lt tAI.E d��o ,pM FJiS6 "ON 7F „{a,Yx"M t 9C/3CkSITE WT. CKYANIZ HOLES 41 PP5TS sry owrFER Aa)D setk�KETS DETAIL A AU. CORNERS, 'r) t#tC[ASE SHMi nt-t �fQ RE 'Yx" DIM: t1.41.71 IGUARDRAL INSTALLATION CONCIRETE POST STEEL POST SITES REQUIRING LONGER B od GUARDRAIL POTS _L W NOTES, 1. ALL BOLT6,NOTS WASHERS. AM DTtIER srt'f1 ITENs bit' TO DE GALVNYMED. i"'-'�@'+"'�1 O FR-•+a'f a. N..TL t'C TYPE POStS " tq,O OVI NAY RawdaEo ON ANY ONE PROJECT MIT H ate" BOLT 4G a1$" _ _ PESTWTION THAT THE w TYPE t'#' �s" - T �T ANp DLOCKOSIT NVST SE WO W ANY RUN fa' TiUAftORAI. t < e"aB'ay2" �i" FgLE Re"x1'•a" 77qqLL DRNL 4LEMEttT SPSICE Tr£ATED $ TREATED Sri' HOLE I 3' JOOINT�MAROWAK,117G SEE SWEPT NOS. PItJ= BLACK GALY, STEEL tOD , P1YE BL941f !IOLDIs 15D).02. of C:OMVON 1lN. DALV. STEEL RDD MATEERIALp. SEE NOTE D. OYT. CSDEDNO 4. TCd NPDMENT6 CCEQIN i BAR. TfQHMCK POST TO )M 9TIN MMOR 26 M MAY wSUM57ifUTEp BE II E NTERCAyi!'EIEABLE WITH 1HE T"ARDS FOR TD AGC CaIARMRML COR1 OR MEI]IAM BAARIER CUB) BLOCAf7. , AVD APPRpVEb OV THE ENORE'ER. SOUTHERN PNtE u SOUiNFJM PTif ro S_ DRIVE NNL WITHIN r p� THE TOP OR BOTTOM t CIF' tSOCXOVT ALTER 'W" x 1@ t)OLT IS INS U � ��RKRK �F Etm ONLY. BE USED ON LAST 54' 6X8 WOOD POST ROUND WOOD POST SHEET 2 OF 2 STMOAM MMED-OUT W BEAM GUARDRAIL (STRONG POST SYSTEM) POST AND BLOCKOUT DETAILS 22; SOL06 VIROMA OWARTMINT OF TRANSPORTATION 230 _ 505 1 LWJE7!6PtoW3E.0 --` '.5�, f ' :'sA!-'�;� ti.+ hON:. t' OW-q T+IT i?ARgt'9 ,' ,. '°a v. .. '"'w •:�r�' fix', I 3 = fft41PbifA P'ACtAEO('!=•14-I-F- 49 ' .T z td(k'i...t:T27V." TO { .s +. -< '., `, '� ILE :IE PA VOI ENI. H FINAL it - fit" ABOVE PIPE 'CI'T; d r''z Jy:.°. •,. o t t < � ;:o �. ..:3l .; BAWliFtLL BA(§N.FU.L.... T 4' R9R WEI UP IO2.4' - 6- FOR PIPE 54" AND 6W SURAWEFr334iNDATION 1. ALL PIPE.SYSTEMS $HALL BE RASTAI(.LED IN ACCORDANCE WITH ASi.TMII DM321, `S'TAN€!AR€Y PRACTICE FOR UNOERMMND WIVERS i7F F6::CQbWIEHDiED MB!BtAtIM6 S >ACpiR - .. FOR . Atf•O HER flRAVi'T't FYY APP,t j;CAMO . LAiEax'T ADDITbCNJ 2- MEASlRtEQ SHOULD BE TAKEN TO PREVENT WGRATION OF NATIVE FINES INTO BACRFILL MAIFR'44L, VAHERI REit16iED. 8 F • N TIOAt: "FRE THE TRENC:#{ ROTTDM IS UNSTABLE, THE. CONTRACTOR 814ALL EXUAVitTE To A DEPTH REQUVISD BY THE ENGINI RAND RE &iHfABLE A4lTEt2tAL A!aSPECIF f3Y FFBE EWME M AS AN ALT.EKWATWE AND AT THE DISC3TU" OF THE DESI N ENG6VFER THE TAETQtNiB0 fC1Ad)!AY6£3TABlLL2ED,l)BitKiA6Ef1T£%i�MATEFtlAI, 4. REna0 ft SUITABLLE MATERIAL SHALL BE CLASS E, B CAR UL 7(� CCINTRACTOR Sa-m - RFTWDE DowwN'TA,TI N4"MAATERIti SI ECIFt nGh TD €t'i VEER: UNLESS OTHERWJK NOTED BY THE E'NOINE EK M MIMI M SEOD 6 TFRC{@7 SS SI-P L BE.�4' (iftirn) Fck f'-,u* (1W(RTrAMOr mi ; 6" (f:rAimtl PA7EI �'-80" j7SORlzfl-eS00RfETej a. U Mb6BACMFiLL SUITABLE MATERIAL SHALL BE: tCLASS L IT OR M IN YHE P11i ZONE FXTENDINrn U07 LESS THAN r ABOVE CROWN OF Pam. THE (3Dfi87RAtiT 116T "31 CALLPRDME DOCLIVENTATION FOR MATERIAL SPEC FK AU1 N TO ENGWEER HATER IAL StIALL BE INSTALLED III REWRED 114 ASTM 02324, ERTEST WITI(Nt. 8. MINI�MvrUvsM� CnOVER. H.4N NON -TRAFFIC APPLICATIONS g 19" D'R LAND�IW E ARWI IS 42" FROM THE TOF't OF PwE TO G ROWNID S71 . F A<�SC NAL v�v�-"• MAY BE RE 001RIED TO PREVE14T FLOTAMON FOR TRAfF4b APPLtGA11ON5, MINNt, COVER, H. M. 17 UP TO 4W D1'AMtItR RWE AND 4'1F.COVER FOR Mr DIAW-TER IpIPE,. MEASURED FROM TOP OF PIPE'T0801 TOM OF FLEX{BLE.RAVEMENT OR TO TOP OF RR' IDPA7p MMT. MR+RMtJ9A COVER SASED CNyt VEHKIE LOADNE3 CONDITIONS, 12" , (soORlin) IF RaR? Ise a• Ir 13;!tT) tt283 m T (3MtSmR1 (48drtTT3 ( w TOr 12.' ($MOMM) g2SAmtn tiro l w TV �s* 78Mrnm 43Pnr,t 36Tr1Nn Tr 18" (00ftrm) (j4'S'FI1sM (AST 2V t090mD) mm) (Slum! 12(117(Rm own j610Dm1 BO' 1:3' $LBOQ(TrR !(L9TnrD (7B2lY3RR SLpAfAC LIVE Li' AMINO CONIDITIC116I P�DIANt W263TA.E &, T2' • a6" IV 41Sa IMIINC.N'WM SPA '�� G VS"! I6 4RED r MOUTSIDEOLA ToOUTWX t'3'd10mm - 42DMam3t l3�ltnut r,71Omn, - INSTALLATION VIEW CAST IRONGRA)E -� AND FRAME -- FILL VOID SPACE " WITH ACCEPTABLE 4n . GROUT MATERIAL 4' A' o - STAINLESS STEEL TAKE-UP CLAMP • " ° (2 - PLACES) VARIES a, 4 ;a A `a. .r INSTALLATION RECOMMENDATIONS ARE ALSO SPECIFIED IN INSTALLATION GUIDE 1.05: WATERSTOP INSTALLATION I�AMETEti F6g.tEtAWtl,{�aU<�.pji �� DOu&Te riaa mow: I7E81.'l��Xas ilY T?Ill'(f P'1Tt�T1619� ala,d 3RUN/alt M4M " t�l'ARTa" 8l.. tfmsLSPO. MRD400 NTR THE K)RAW114pTeA�a ,gTI}"'iQ� .KRAOSE11IUfEFd.aRlt oFT DETAILED CONNECTION VIEW STRUCTURE WALL a Q - NO SHF �K PATGHING p 4 d_ a s3 COMPOUND HOPE PIPE (72" - �T' OI STAINLESS S1 EEL TAKE-UP CLAMP SCREWS WILL BE PLACED 180°FROM ENCH OTHER ENSURE BACKFIU. IS TYPE 3: WATERSTOPi" GASKET W! PLACED UNDER PIPE AND CORRUGATED HDPE PIPE PROPERLY COMPACTED PIPE E PIPE OD IN "A" MIN. HOLE 0 (IN) "B" MIN. DISTANCE PIPE INVERT TO STRUCUTRE INVERT (IN) MANUFACTURER'S PRODUCT CODE (IN) A -PROFILE [-PROFILE 12 14.5 14.2 19.50 3.7�-_ 1202PS 15 17.6 17.8 23.00 4.0 1502PS 16 21.2 21.5 26.50 4.2 1802PS 24 27.6 28A 33,25 - 4.5-- 2402PS 30 35A 35.5 40,50 5.2 3002PS 36 "1 414 47.00 5.5 3602PS 42 47.7 48.0 53,00 5.7_--_ 4202PS 48 53.6 54.0 59.00 57 4802PS 60 66.3 67.3 72.00 5.4-- 6002PS If mudr nos, we ."t UPt)AIEG DRAY.'IYG TJft U'111:d1 (5tS . OescwPT,cxa BY Maepnmr crnrD iXATBBS'MP MWCTUBB _ au;q nttueMndv aLvu CONNRCTION OBTAD, HILLIARD, DIdox30M THE D1inW NG NU " STD-203 � OaisMraE sKif14 490 485 480 475 470 465 460 455 450 f ) ya" R TYPICAL SECTION l MACI7RER'B ME®pl)� 6'MAY, . 8'MA%. OUl SOD (TYP I STEEL CLOSYOOTH R 1" STANDARD F IPE, O.D. STANDARD PPE FORRALS O.D. EXT.FCRRA STRONG PIPE POR POSTS MAX, MAX. I I j/ C.C. tTYP,t A - YHDTH OF_QI(E TIiEN Tf1AT IS A7 EAat BOTTCY F GTt01NdNG ELECTROD CONCRETE MORTAR RUBBLE CONCRM HANDRAIL INSTALLATION HANDRAIL (GUARD) INSTALLATION ON WALLS HANWJLS Star, BE t.Y2OWXD AM EFFECTIVELY BONDED. GROUNDING MATEWALS INSTAL L/ITWN TO BE IN ACCORDANCE WITH STD. FE-6. FOR ALL DETAILS MD DIWNSMS NOT SHOWN SEE STV.FE-CL, STANDARD FE-CL SP3 4].0. SUP; P 5T LINE POST sPT DD cwOtlwRtG A� TgR L)C AROUND uL tOST 4" @E OEMEN N TOP OF 11(ALL TSL(TYP,) ,k 'E' -HD OF RETAKING !Nf� TRACTION .IOW $$ $'! ',�, \ 'll $ REQID. Ft*-2 RETANND j4ALL --. 444 $ ALTERNATE INSTALLATION ON WALLS TL „�$''D pNOTHIS US�p gFOU $$ $ $ MRT� SMJ OANY LO Ac T D L is A P. TEcnD sls EPCT TOvEr'I°RiU.AR LD $' Iimwwm ,ACT FOR VET��#C��ta.AR PRATEw ta'UARORAL SHOULD @ER ED: STAOWACT DE 6ULDD(C CODE A: 11E LATEST EIMIi(!N OF THE 41R6Yi1A uttttll STANDARD HANDRAIL IJ(bF METHOD OF LOCATING AND ERECTING Rim?/04 VR2WMA DEPARTMENT OF TRANS MATION 801.0E GALVANIZED STEEL STEP 7r-7:-- 11011F110"MATERML Ar�RMVEMt�Q -r-"`rWATrFAWWdCNRWRMNIF GAIAL SECTION 10§j��NOTW WITH A DEPTH OF W THE PLAIM E 4W FROM INSCIE FACE OF 4tNOII1M FORCE OF NO PQMDS WHEN pE v yERT FACEALOF THE/MARPORT. b " 6RTN6 DEP1N "OF`LIiNr 'STRSJrnNE. UNIFO ULY SPASM M PNY`d3T INTS S1EPti MAY W CAST N P IORTAFIIEO E(TO FIGES PRD1 CE0pMY TNf PABpCH MR.ORL���g • IiR/AEA/ ti S" tEM�p1EN[ o f/AY R nQW91% IE'r IN. I THE IND THE .1J+, AOtFL STNEPgTSit��p VA.BE ppOyp�p TI� ', ORRDI Obis i3 wJT xIOT LOFTED TO. t OR DDMIEO $ORfACE4. +i A AAWJM STFFS SHALL BE FABRCAM N ADCORDA4CE WITH NAMU 0221 AI.t:OpYp MO.S-Ep um. AL IWEMiET Q.COATMD �OR1111O � SPf'Ci'CATIWI Tc-C-OGAQSA FE9ERK ALUMINUM STEP FEFE TIDR xvc= ' STANDARD STEP RQM " BROCE STANGARMS �A UWARUMIT OF 7 ORTATEN REUEIMN BATE waT , OF 1 loam 1 IU+UU lU+SU 4 STORM AO-A3 PROFILE C8 VERT 1 -=20' HORZ 1 "=10' 11+00 490 485 480 475 470 465 460 455 50 .venal, itirisw B11' TIO- 411 11ACk I v+4}I:l I tAL E• i c IfY HPK'k II i. llDrh 1 , ;,t I,la,1n I x`slr e>; III tjll 1 It t I u Itu'w. r sn t p it e I tinlnl I .. r. ti ud .Kenn nA, upii,tn„I Pluh II 96 I l pl t u t A 'blip ti f',I:I.1{]@4 f t tfw t r 7 ft' 21 '1 I - A �niullrl tht ,ru aqua! P 1[; v{x t. tr➢U Nt STIC 40I6 1'i(1V� I .o. N T1Dfl INC. 490 490 M. m N L o 4855 ' ``' r�Do 485 w` GRADE I I 480 LU X� - ! 480 GRADE i 475 ; -- 475 INV" l 7- 4 1 NDPE ® 6.5% 470 ; 47 .. 14470 10+00 10+5D 5 STORM A4-A5 PROFILE C�VERT 1 "-20' HORZ 1"=10' LD-204 Stormwater Inlet Computations Sag Inlets Only v �. a) CD z �@' o o tD CL T ,� E U S Q (A to X F- ar o c�i o U (o a _ c >_ X � o Q m or Q o o c� F- c o a. o '- 0 _ d � 1 2 3 4 5 6 8 9 10 11 12 13 14 15 21 22 23 24 (ft) (ac) (in/hr) (cfS) (Cfs) (Cfs) ( ft/ ft) ( ft/ ft) A5 DI-2B 0.60 0.83 0.50 7.1 3.53 - 3.532 0.015 01-037 0.025 0.19 0.50 0.38 6.46 0.83 0.50 5.5 2.74 - 2.736 0.015 0.037 0.025 0.17 0.50 0.35 5.12 A7 DI-313 0-06 0.90 0.06 7.1 0.40 - 0.401 0.015 01.013 0.015 0.09 0.50 0.17 5.69 0.90 0.06 5.5 0.31 - 0.311 0.015 0.013 0.015 0A8 0.50 0.16 5.17 LD-229 Storm Drain Design Computations Oak Hill Convenience Store 490 485 480 475 FENCE POST" SET POSITION OF SLEEVE IMMEDIATELY BEHIND TOP, 10ST COMPAC UNIT. SLEEVEAT'" /-' 1224R LID CAP UNIT SLEEVE -IT'S 1224R i (12"f6 X W) DEEP CUT THE GEOGRID FRONT SLEEVE -'`,` AROUND THE -\, FILL SLEEVE WITH SLEEVE -ITT'' SYSTEM HALF CONCRETE, SET AS NECESSARY REAR X w FENCE POST. SLEEVE HALF SRW UNIT Y; COMPACT TO 95%MOO STRUTS y REINFORCED PER ASTM D698. tr, BAGKFILL ZONE CANTILEVER -11 BASE GEOGRID VERTICAL LEG 'FENCING SYSTEMS APPROVED FOR USE WITH THE SLEEVE-ITTM' 1224R ARE LIMITED TO THE FOLLOWING HEIGHTS: CHAN LINK - UP TO 8-FT, PRIVACY - UP TO 6-FT (WOODEN, PVC, METAL). POST SIZE 4"X4" MAX. DETAIL OF FENCE POST INSTALLATION USING SLEEVE4Tw 1224R N.T.S. ASSEMBLY & INSTALLATION 1. General -The Skave-It*" poi! kuMagon systs n sha11 be Purchased and instaAed by the rem ntng vial contractor e, bniss"anl Note: Ba Irfi I soil as prescr bed by Leta ning was mamaa,9urer Dads materia above and stumundV.g the Wfiesm hlWint (arise post InsiWladon. fAnmleut-spas voMY proper spa, rig roRt4Nmonls prWr m Instlaku n. S ee s, kTM system must be cornWroad se a min mum of 95%of the material's maximum airy density as determined by ABTA 2. AosenWty 6, Instal[.!ion - Rdkf m Irislrucibns proNdod with units for sWeRi, nfamaaoe r¢Iat¢d m are assemay dU10 0698 {Stateayd Procturp Beck61 and xmpagiw w rein three fe¢I d ai¢ wall fax stead be peimmen wah hand opererad Sleeve-I!'v syleni end pre cemeei insWllal clan procedure. When the segmenml raisin ta) wad has been c'alasiuYW W Hart egrapnsent es 1 ec 11ondWIy the NawnW Concede Masonry Assuoal un(NCM1A) SRW gudehnea. Care shwas ta: taFen feat from trip not Including ma a 1psmda: during the first 68^ lit m avod adading n e integrity d the shale mdanding esr3 into are bri zone. Step,: Prepare s Tavel area approximately 24" wide k 36-denp behind die wag face The prep»red -should be 24' be ow the proposed top 01"I (rid tied ding the eap soda). Repeat Above Steps for nerd Seevs-da" unit Sep 2: Take dtc Teri Wieo de rn ,es ono (rent (no s ots) and one back (,An $ ots) and lay them art a;0 1 surtax Min rho IN When utsatl1.9 bncirrg. pars. musl be xncrale4 Into dm $10 11"' cave. (sail Itei sand the OUT(mieedl fingers) oppoasep it od 1". interweave the hw sleeY6 JwNS by pushing due IN F...p-J.,4i.9 exlenda us,inesu dssenaW 18'rite Nosue:vemen3ure P, We, engagnleut Md. the Sleeved,"' hing seta ande; the OUT f reter sets Fl p the s eMve over Sate (dlow ma Same prax:daa un mu age:r sda Sias the m,nl vertvegy aid use me Two pleatic gas k secure the sleeve nalvae Into, cylinNicat l system. A l poais m.,si bo an are ^inboard^ side of the vert�l palian d the cant lever base. Oo rid irmtall teats between Step 3: Plena Ina Plaided xatrd rant, ever base on the Prapamd arse with the 'edresi upnght W,oul M'trom she tea of the tda k dui leg and wag tale f 11 Cavity Completely re Ih dongete. w r. eenpels eures, topsad er other sudInw eater may M placed oveathe Seeve h"' system Io create dai. finished appearance. Stop 4 Side ma sleets, aver due verowl mg (gn uncoated W IWn) wIh hie s Wed ride of the s seve fixing away fien the The Sleave- t1a product she] per e4Cnty spaead nJ fafi ie apart don 10 feet on cenleis n arry cape. the M ale 3kcwx�ll^' wag fees. syatmn a) anted m his "towing fencrag uppications. Stay 5' $ip me and epkb end of each Sint Ihrough the 51CW located n me back of die 41.- and coateet them W the - N-twt high ate under due n Imk i'm,xn; topmost transverse bat on the vertical sg U,sde Use skew. Calmed die coated ends d 0. sons W ilia "sad base 6-foot high and under wrood fence wim gaps oWw, boards Wrbdn d the sleet Wadi ever ai Ilre sw.'v W bamverss bar (ran Iha [Oar d Ilre bass. - frluol high and under ba lusbaded PVC. steel, a umimml orsvrought iron fences. ftp 6: RapoW6on the entire sYSWm as Headed by living I using the top ttansvmse bar of the versed portion or ho steel Fir lien kndn9 sysoms sic, filially, not mooting d,aso cpterta, con'aq 37aq Systems ne., to dctomiine zeiter 4 es"; psomeSB a em,lt sbMa�ting these d.eom raa,diiew, aiside the sleeve after esaembly. Make sure me wall:wller for my noun rung entries of Wok is w,wunlW ten when posdmnmR the Sleeve-li'" m ib final kscatwn. ALL material may be subject to s Ie desbig for camp i— m the above spe ffi,rums. Step T: Piste enough 314- cban sbne around due system m stabii a. Ser dre Rd In ptaee nfih ins handle psrperdwar W the vq I face. Van the hand o as the center ins measuring guide to e, stir¢ that the next Siecve t� is pissed with tho proper spec rq requirements as di acted by the fence speettications. FOR MORE INFORMATION CONTACT Step E:mmsn rreh wggs.Wd dmud1h.S .f'a slr-mm ma geogrid penued6:Wan to the .vas hide j,,W ohm STRATA SYSTEMS INC., Told annatd ate Wawa enmahg Inat the gold is prrpwv aaached to me ea I faee eweywhem'An tea w eeptmn dwhem i -BOO-6$fl-775� the skeve is. TMs method s accapmb a tajgeogrid manufacturers when obstacles wilt as lance post kundat oas are presodt. .... , . . �# I ... .. ,. OR strata@geogrid.com DATE: 12/1512007 SCALE: NITS DWG NO. SLEEVE -IT- 1224R SECTOOI 490 485 480 475 470 465 10+00 10+50 3 DETENTION PIPE A PROFILE C8 VEW 1" 1 HORZ 1"=10' 490 485 480 475 470 465 490 Do " 490 i 485 485 cal_I PROPOSE �. GRADE 480 ' 0 4s PER AD DETAIL I 475 ' 475 PIPE B . 5 LF. 60 HOPE �i 0''2�:. I 470 10+00-011-1-IOR TO 10+50 1470 SLOPE W/ AS -BUILT SURVEY PRIOR TO COVERING PIPE s DETENTION PIPE B PROFILE C8 VERT 1'=20' HORZ 1 "110' I U-i-UU 1 U+SU 7 STORM A6-A7 PROFILE �$ VERT 1040' HORZ Vii 2) MH -1 FLAT TOP ELEV. = 481.27 .�� 4. 0' R� T-11 STAIRS A2 ELEV.=2 1.27' (F4.0'- 11+00 H-1 FLAT TOP WEIR WALL TOP 473.62' ST-1 STAIRS �- 10-YR WSE=473. 1'_ -YR WSE=473.83' WEIR WALL 1-YR WSE=472. 4.fi2' TALL, 4" 11 10 ORIFICE INV. 472.0E THICK CAST IN ,a 3,0 PLACE WEIR WALL 4" ORIFICE INV. 469.0' OTTOM E EV. 469.0' FRONT VIEW ELEV. 469.0' ®�5 g% ORIFICE TRASH RACK SIDE VIEW DETENTION OUTLET CONTROL STRUCTURE SCALE 1 "=5' 490 485 480 475 11+50 DOWEL W/ 1 /2" REBAR INTO MANHOLE 8"X8" W12 WIRE REINFORCEMENT U JU M. SHIMP L' 4 183 ��� �O IVIv;' SHAPE TO ELEVATION ID -MINT OF LARGEST�$. rrtr�.sr� 9051 IL.. as . aar•T rPkrr%.rrrr <. "ate- st. � I. S a / a � l s►. a.. r $ .I K'+'a +aa r� 'rsmaaaa.t,e. .. °s xa �11 1.. S.6a'da 1 T<T#. a. irf ga 6 f 6 4 r.r ,P 1T'aff9tTa ffi. .j5 N.4ivi 1 ...c. a+i .,t•+ i� t r aa• 1 '1 11I +�#�'ao a4.��dJiZ•mii y..,. a: u$a'tl RUN 51 7 . s w+sT.a��ao-y,. r"rxr <a•a"a rvi : • .` • i • I7'i 7' • ::m a' m m a' a t.. � a - a � a • -. 7 P r -. - // :-p r F•p- :-• to • a-� : of t g.f T s • • - Ir- c -a a •• r CORRECT TRUNLK ARMORING ,r uAr'sNPULc BOARD RD County o1'Albemarle Conservation Plan Checklist -- To be placed on Landscape Plans (Handbook, pp 111-284-111-247 for complete specifications) p I. The fellowbw Lim 1hallbe hair thl plan: ( Trees to be saved; Limits of clearing (outside dripline of trees to be saved). Location and type of protective fencing; Grade changes requiring tree wells at walls; Proposed trenching or tunneling beyond the limits of clearing. All frees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Prt-Construction Conference. 4 free preservation and protection measures shall be reviewed with the contractor on site. 4, FAithament O eration and S1 ra e: Hleavy equipment' vehicular traffic and storage of construction materials including soil shall not be permitted within the driptines of trees to be saved. 6• l E ix+r ter D It vie Such devices shall not adversely affect trees to be saved 6• r'e ) Fires are not permitted within 100 feet of the dripline of trees to be saved 7. Toxic Materials; ToXiC materials shall not be stored within IDO feet ofthe dripline of trees to be saved A. Protective1;' C: ?tees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. Fencing shall be in place and shall be inspected and approved by a County inspector prior to grading or construction. 9 Tice 1Vcltst T411j, When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and it construction detail submitted for approval 10• Tcgg wa! 1 When the ground level must be lowered within the dripline a tree to he saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Treachine and Tunneltn : when trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup; 0 Protective fencing shall be the last items removed during the final cleanup. 13, Rmalled Tre Damaged (tees, shall be treated immediately by pruning, fertilization or other methods recommended by a free specialist. h1 E; T'• ' IS THE AEVELOPER's RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TRI E CON$EIRVATION REQUIREMENTS. D l . ' E (DATE) COTNTOACt P'UIICIiASER SICNAWR (DATE) Sl1/06 Page i of i 2 - 5' PAINTED STEEL PANEL DOORS DUM1`-5TIffR t-NCI-05LJRE 13 0 I �• Bollar�� I II � I I( DUMPSTEP I I CMU ENCLOSURE C Ed HEIGHT ( I WOODEN POST 1 13 4 x 4 STEEL COLUMN fOR GATES MIN. 9' REODIRED FROM FRONT OP DUMPSTERTO EDGE Of DUMP5TER P,S.D DLJMP5TER PAD PLAN DUMPSTER ENCLOSURE DETAIL Cg Not To Scale CG-B 11 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SMALL 8E PAD FOR AS RADIAL COMBINATION CURB & OUTTER. 4.FORUSE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER,THE BOTTOM OF THE CURB AND GUTTER CM�1 BE CONSTRUCTED PARALLEL TO THE SLOPEF- SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A 2" R OF THE VDOT ROAD DESIGN MANUAL. i D A 14 A 14 A. s s s a s -- -.- _.- _ -- - ^ _ r --- it THIS AREA MAY BE CONCRETE AT THE OPTION OF THIS CONTRACTOR .4 Li PLAN r METHOD OF TREATMENT iN MANHOLES SPECIFICATION xvcar STANDARD METHt�D OF SHAPING SPECIFICAcTiUit NEE COMBINATION 6" CURB &GUTTER ROAro AND BRYDGE STANDARDS MANHOLE &INLET INVERTS REFERENCE 502 VIRGINIA DEPARTMENT OF TRANSPORTATION SHEET 1 OF i REVISION DATE 302 1M.08 VIRGINIA DEPARTMENT OF TRANSPORTATION . EX I F-9 C KEY€D ILS OF INLET JOINT C©NST. BARS sS, APPROACH COVERARD r BACK OF SIDEWALK JOINT ' iGUTTER w BAR G WARPPED a ao FT-F] n BAR G I SUBBASE 1 I I 1 r-BARS B o �2• _== HARDWARE . . . . . . . . . . . . . . . . ..'�T"-T zT zIc`r .. AR8 F CLOTH..,.. 11 III- `BAR F i BAR A I ' +III If BARS D FACE OF CURB -/ C� RACfs CONTROL JOINT GUTTER CRACK CONTROL JOINT PLAN- SECTION A -A 10' MAX. j� f A KEYED CONST, JOINT L-VARIABLE -MAX. 20' -2-10" 2" .r' WARPED 2' -0" .p 2'_6 GUTTER B 8 3 0„ X 2" APPROACH Z'c TAR$ A GUTTER _ y2 1- ---------------------- B S G I 7" BARS F `-BAR$ E �B " or i - *3" DIAMETER BARS E - - -- WEEP HOLE FRONT ELEVATION BARS F--� 8" 1 ti' g•• BARS B (GUTTER REMOVED) 1yA„ 3 D" yr 5XV4'" BENT PLATE = SECTION B-B Ya' R TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDS ,' L2'/p"x2'/gg"XI/a" GALVAHA2ED TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 & CG-6 STANDARDS. TYPE A TYPE B V2" X 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68.30' TO ANGLE IRON AT 2'C-C. CONNECTORS AHD IS TO BE ANCHORED WITH '/Y' X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2'C-C, 2„ APPR. PAVEMENT DI-3A , - _ L 01-38 L DI-3C L WARPED PAVEMENT lI a I = I FLOW z FLOW I FLOW 1 1 1 or A DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL ZyaoT STANDARD CURB DROP INLET SPECIFICATION E ROAD Ara¢ BRIDGE STANDARDS SHEIET 1 OF 2 REVISION DATE 12" - 30" PIPE' MAXIMUM DEPTH (H) - 8' 233 104 0'U Cam VIRGINIA DEPARTMENT OF TRANSPORTATION 302 Apni 2015 Lane Closure on a Two -Lane Roadway Using NTaggers (Figure TTC-23.1) NOilv1s H300VIA 1: R-hiyn I-411120t$ Page 6H-53 375 THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MANTANED. 00-12 GENERAL NOTES: L THE DETECTABLE WAN" SHALL BE PROVDED BY TRUNCATED DOMES. Z, WITH SLF RESISTANT ANT MMW INTEWA AOE O BE CLASS lk-3 CONCRETE THE FULL 1RD OFOF THE TRIAN WITH�Tf 1DN'� TRAVELRAP , OTHER TYPES � DES DETECTABLE WAMO MAY BE USED WITH THE A8gWA. OF�Ek"9R. TYPE A 3, SLOPING SEES OF CURB RAMP MAY BE POURED M011QUTMCALLY NTFH RA16� FLOW OR BY USiNO PE111lss{ME CONSVM DITION JOl1S WTili REtYtARED I3AR5. PERPENDICULAR 4a, F FJ1AA FLOOR IS PRECAST HOLES MUST BE PROVIDED F DOWEL BARS SO PLAA-4,CEME}iT OF CAN BERETE ° SPW"W RW PiMlih'•CASTAT F'T-tOIX CONCSHA BEECLfAASSS HpN IL REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED V CENTER TO CENTER ALONG BOTH SDES OF T1% RAMP FLOOR, M�DEPTH OF RAZE FLOOR. MINIMUM CONCRETE COVER 1/=". 1�MAX- O, CURB / CILM AND GUTTER SLOPE TRANSITIONS AD,CALENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CUB / CURB AID GUTTER TYPE B 7. CURB RAMPS ARE TO BE LOCATEDASSHOWN ON THE PLANS OR AS DIRECTED EM THEY ARE TOVET( AHIIEGIN PARALLEL ROUTE iWTFW1 RIOHTVOFOWAY OFINTEARSEHIGCHT14AFYl9F> Acam C A CURB OF WHETHER SDEWAi.lK 1.4 EXL4'i'NG PROPtSED, ORR01 0�109TENT. TRIHiII�ST BE ((,,Q0A1'ED YIITHN tNAN CRbsswALKS AS DiOWN tMi PLATIS OR AS D�CTW 8Y THE ATiO 9HOU1.D NOT BE LOCATED BEHB+D YEi•IC1.E STOP E)OSTNCE��� POLES FnE �D�RODP� ETS. ETC. AiCO ROUTES PROV�pE A �ONITNUOUS gLE ABLE, FTRY AHD RESf5'rAINT PATH tXlNHECTNG ALL FAI3.ITY THAT CAFI BE APPROAIq-IED. ENTERED i?.rI � �� USED BY P�EDEST � ** St. RAMPS MAY BE PLACED ON RADIAL OR TAIMNTiAL SECTIONS PROVIDE° THAT THE CURB OPDM IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND 2` AT 2" HIGHER THAN -iR &f 5F PAVEMENT THAT THE SLOPE AT 771E CONECTDN OF THE CURB OPENING E PERPENDICULAR TO THE AT) iK , SANE As TOP OF an TRAM 9. TA RETE 5o w<K CS 4" RADI CANNOT iw TYPE C +Yi rIC� � HEOE Ca.I , 7TRUCK •(RAFFTC)Tii°ORPrH RC1AL Eq ° (HEAVY PARALLEL &PERPENDICULAR A� MUM MDT1, ZMD INHEAARESb tWONNTl1COF THETHE 5FION LIS'E PATH1151 L6" - 2-4' TRUNCATED DOME C-C 0 O 00 0 0 0 0 0 0 0 0 00 0 0 0 00 0 0 0 0 0 0 I .'• 0 0 0 0 0 0 00 0 0 0 0 0 0 0 b r,v 0000 a000 0000000�,' ' 0.2" V p N m 0 0 0 0 0 0 00 0 0 0 0 00 0 'J 1 pAMETER 0 0 0 0 0 0 00 0 0 0 0 0 0 0 �BASWE 000000000000000 VARIABLE I TRUNCATED DOME DETAIL AY' WFS DETECTABLE WARNING DETAIL CG-12 �TECTABLE WARNING SURFACE 106 RE,N.7 GENERAL NOTES 203.05 VIRGINIA DEPARTMENT OF TRANSPORTATION 5132 1,5 2 15 LEGEND - GREEN (RETROREFL).r WHITE SYMBOL ON GLUE (RETROREFL) BACKGROUND '-11A RITE (RINTROI+R L) "Reduce spacing 5iI9o; **See pap 6-31. <*.S�pap '6-2Igorammdesign. A B C i} E F G if a K L 12 8 .375 .+138 1.5 160 .S 1 l) 1471 3,859 )S le !? 3Z5 .438 2?1i id 9 15D 2.493 SA4 1.5 20tO3 WP-2 ADJACENT TRAVEL LANE ASPHALT PAVEMENT WIDENING 2 EDGE OF EXISING PAVEMENT (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS - PROPOSED ASPHALT LAYERS EXISTING SUBBASE PROPOSED SUBBASE --------------------------- COMPACTED SUBGRADE CONSTRUCTION MNT DETAIL REMOVE EXISTING ASPHALT LAYERS To EXIST114C SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS PROPOSED MINIMUM 1'/2 INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) x MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES: c c 1. ASPHALT PAVEMENT WIDENING NG HA(_t. HAVE P DESIGN T B� APPROVED Y THE ENGINEER. ENI S H E A PAVEMENT 0_ IGN qJ ACCORDANCE WITH CURRENT VDO PROCEDURES AND r APPI?OV B C. C C C C Ti C 2. THE V IGN � i P 4 PAVEMENT. PAVEMENT DCS FOR A�fN ALT PAVEMENT WIDENING HALL WET DR EXCEED THE DEP i.. AND TYPES Of TIE LAYERS OF EXISTING A C SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3, A MINIMUM OF THREE CCRES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE ARID THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1+/2 INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE. UNLESS WAIVED BY THE ENNGINEER. 5. THE ENGINEER MAY REQUIRE THE MILUNG DEPTH OF THE EXISTING PAVEMENT TO BE AiDJUSTEO TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL tE RESTORED SUBJECT TO THE APPROVAL. OF THE ENGINEER. 7, FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED 'USING A 10 FOOT STRAGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 30,074a) OF THE SPECIFICATIONS. ASPI�ALT PAVEMENT WIDENING ��� ROAD STANDARDS FOR WIDENING SUBJECT TO TRAFFIC 315 SHEET t OF t HEVISIO�, DATE Q2 VIRGINIA DEPARTMENT OF TRANSPORTATION 50E �II 4" h`_. RADIUS 4. A SURFI a .4 BASE R YlF.t\lYff d - ,A SEE NOTE 4 ;y . .4.•.A a, d - s' A . i) BASE SUBBASE NOTES 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2 CONCRETE IF E CLA55 A3 E CA57 Tit PLA�CEE. 3. FACE C'URi31 �RR �P tD FOR AS 3oo FEET. OfiAD1ALSCU (ALONG 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 3" i2Y' UEPTH> d1 ORDER THAT THE WTTOILI OF Ct1RBE WITH THE TOP OF A COU OF TIE P SUBSTRU OTHERWISE THE DEPTH iS TO BE 18" AS SHOWN. NO ADAU IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR At INCREASE N DEPTH. 5. CG-2 IS TO BE USED ON ROAAS D AYS WTTittG THE APMPIIXX ATS FOR OF THECVDOT ROAD U WANUAL. STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION 201.01 I7� Q �1 U J M. SHIMP > S.45183 I °l w� ssrWAI, E ---1.5" - SM9.5A ASPHALT 6- - 30000 PSi CONCRETE AT 28 DAYS OR STRONGER. 2.5" BM-25.0 ASPHALT BASE COURSE MIN. WIRE REINFORCING OR 00000000000000 00000000aoo0o0 6- COMPACTED VDOT #21A 0 0 0 0 0 0 0 0 0 #4BARS AT12 0. C. - - - O O O 0 OC11 0 0 0 COMPACTED SUBGRADE I_I I 4- COMPACTED VDOT #21A _COMPACTED SUBGRADE 2 PARKING LOT PAVEMENT DETAILr-PWONCRETE TRAVEL AREA DETAIL Cg Not To Scale C'9 Not To Scale 3,000 PSI CONCRETE 4" Concrete AT 28 DAYS OR STRONGER. Surface 0 4,000 MIN. WIRE REINFORCING OR III PSI °o°0°0°0°00 0 0 #4 BARS AT 12" O.C. -I �- I -I I � 4' COMPACTED VDOT #21 A -III III ICI I�i lfll COMPACTED SUBGRADE r DUMPSTEF� PAD DETAIL SC9 �l Not To Scale 4" 4" IF . , ........�...._... Di �� 'll II II II II Il"II II II-11 il. II-11-11 1=iI Ii �I ii it-{i a f1 fi a lr-�i u- i11i1iIttIInIIDILNtIIiilltillllllnll11.1111II1�111=11 Base Aggregate 4" of VDOT 21-B "''-Filter Cloth _CONCRETE SIDEWALK SECTION Not To Scale N - _. ..__..- �, PRESCRIPTIVE EASEMENT Fabric - 4 FT Wide SPEED LIMIT 30 MPH " VDOT HRI Pedestrian Handrail Mirafi 14ON or Equivalent - _ -- . ~` _ - �--- nw a= '�` -- - -r.� -- ,�, _ .. W E ' w/ Sleeve -It Fence Post System Geogrid Reinforcement (Typical) err eft* Refer to Wall Profile for Geogrid _ E+swees T Type, Geogrid Length (GL) and Anchor Cap Unit Location Secure to Top Unit • arraaunft wuA.e BE WVFMs w/ Concrete Adhesive Asphalt Pavement F A ' „ 1 1 P n 1 Anchor Diamond Pro Units ,• ,,. �. y .t - ^' l � se+ --"__. ,az v. raew p Drainage Aggregate :> r t;. f �7j ,• f i _ '.Sf � •/ j �y t . i , ... ,.. '. ... e r S -^ , ti•• Min 12 Thick •r.,r � a Retained Soil Lam, 1•IR o . Weephole tijti Compact to Min 95% ,,.�,, ;{Apt 1 H« ♦v" ♦� *+ , `t ,.`" »-M Y -' « f - :. ' Daylight Pipe • j'r4 t` Standard Proctor Density hrough Wall ti •.j Orr ..: sf i , _ .. , . ,• :. � 1 ♦^i ,+ / ; *•. VDOT GR2 Traffic Guardrail .< '"4 l s Reinforced Fill 40' OC -Spacing (TYP) ' - 1 Extend Be o Compact in 8" Lifts Using \ -I � i ♦/ ,, `, t ,C. { is Portable Compaction Equipment 1- ", i 7 \, r � % . -+.• ;.., to Min 95% Standard Proctor ti' GL • Backfill / � Max Dry Density `•,,,mow 4:.4pia. Drain Pipe �4 ii _ ii, M s ♦ +' Sta, 87 I •vG ••7 5 (See Drain be ; „ I Sta. 0 i :�" ..�,_�/ ,max;•- ; y Thick 24 id e h c kx W .... ;.a.�...4;.: ., { ~ �\" *} , , '�' +i '_� o.•,�x RETAINING WALL CROSS SECTION i'Y> il:. ,. ..�� ... a..{:,,,, 'ANi .., r/.K 1GtIMCl�.,...,<... 1 ♦ / 1 / `.2 A i �+ a �• n a�-- �----, ,' � , ` �• ` + .. ....: Not to Scale 12-1 /2" -► ;.,. ~ 4 WALL ♦ ~., w�/ 42" Tail VDOT HR1 Pedestrian Handrail 'S ..:9A'T1WMOE.,, V mot. r< ♦' ,rw u;..:.s .... .... .. _ ..,• EASPAONT to- PG .' .f ,i -Max. Exposed Wall Height = b FT e-t 7 i 12" V r SAP Straight l Rear Lip Split Face 1811 Setback i " t1 8 , 8 � 1 T i ' Scale: 1" = 50 FT ANCHOR DIAMOND PRO UNIT SITE PLAN 0 25 50 (Not to Scale) Oak Hill Market DRAWING INDEX Anchor Diamond Pro Segmental Retaining Wall ,. to Albemarle County, Virginia heet No, Oak Hill Market * CIRCEO GEOTECH 1 Site Plan 2 General Notes - SRW 3 SRW Details irginia Albemarle County Virginia � 1111101011 1110. i245 = Circeo Geoteehnical Engineering, P.C. 5956 Buckland Mill Road Roanoke, Virginia 24019 Phone: (540) 366-2379 4 Wall A - Sta. 0 to Sta. 87 Site Plan Adapted From The Grading & Utilities Plan, Sheet No, C5 of 10, 41711 Fax: (540) 904-6200 Scale: As Shown Project Na. RW-2165 Dated October 18, 2018 (Rev, 2 - 2/19/19), Prepared by Shimp Engineering, P,C,:�► p Date: 12/28/i8 Site Plan For Illustrative Purposes, Approx. Scale: 1" = 50 FT ON1�L Revision: 04/07/19 Sheet 1 of 4 ovePlacement- Alternate Geogrid Subsequent Geogrid Elevations to Pro Eliminate 6,aps gon '4 'I► il�ir '�4•��t��♦- i► ��a► ,Ri►�►�A A-0i►�I�.� bja ►��+1�+911a4ji I.W.41 3,OWN 411F h Anchor Diamond Pro Units CONCAVE CURVE DETAIL (Not to Scale) Handrail Post w/ Sleeve -It Fence Post System 6'-0" O.C_ (Typical Post Spacing) to Max. 8'-0" O.C. Sleeve -It - 12" pia, x 24" Depth Grout Fill After Post Installation w/ Min 3,000 psi Grout VC Coated Strut /�_r PVC Coated Cantilever Base r nrncnur• viumuna rro vnits CONVEX CARVE DETAIL (Not to Scale) Standard GR-2 Guard Rail Post Max 6' - 3" Post Spacing Non -Woven Filter Fabric 30" Min Drive or Auger Post Through Geogrid Layers }} r} { { { Note: Shrubs can be planted behind the wall. The top geogrid layer can be cut using a utility knife for placement of the root bulbs. Min 12" Min 24" Fill Cores w/ Anchor Diamond Pro Unit VDOT No. 57 Stone Open Joint (Weephole) 4" No. Perforated Drain Pipe at Max 40' O.C. Drain to Daylight DRAIN DETAIL (Not to Scale) Oak Hill Market Albemarle County, Vi inia CIRCEO GEOTECH Circeo 5956 Buckland Mill Road Geoteehnical i Engineering, P.C. Roanoke, Virginia 24019 I tt, Phone: (540) 366-2379 4` '`� ,f Fax: (540) 904-6200 ��/� Scale: N/A t?AIAt» Date: 12/28/18 Project No. kW-2165 Revision: 04/07/19 Sheet 3 of 4 =NERAL NOTES; 1.0 STRIP VEGETATIVE AND ORGANIC SOIL FROM THE WALL AND GEOGRID ALIGNMENT. 2.0 BENCH CUT ALL EXCAVATED SLOPES: 3.0 DO NOT EXCAVATE BEYOND EXCAVATION LINES SHOWN ON PLAN UNLESS DIRECTED BY THE GEOTECHNICAL ENGINEER TO REMOVE UNSUITABLE SOIL. 4.0 CONTRACTOR SHALL ENSURE TEMPORARY EXCAVATIONS ARE STABLE AND PROVIDE EXCAVATION SUPPORT IF NEEDED. 5.0 GEOTECHNICAL ENGINEER SHALL VERIFY FOUNDATION SOILS AS BEING COMPETENT PER THE DESIGN PARAMETERS. 6.0 LEVELING PAD SHALL CONSIST OF COMPACTED SAND, GRAVEL, OR COMBINATION AND SHALL BE A MINIMUM 6-INCH THICK LAYER WITH A MINIMUM WIDTH OF 24 INCHES, AS AN ALTERNATIVE, A MINIMUM 3-INCH THICK LAYER OF LEAN CONCRETE (FLOWABLE FILL) WITH A 28-DAY COMPRESSIVE STRENGTH OF 200-300 PSI MAY BE USED AS A LEVELING PAD. 7.0 A 4-INCH-DIAMETER SLOTTED DRAINAGE PIPE SHALL BE INSTALLED BEHIND THE WALL AND CONNECT TO WEEPHOLES INSTALLED AT THE BASE OF THE WALL (40 FEET ON CENTER) AND EXTEND BEYOND THE FINAL GRADE TO DAYLIGHT (SEE DRAIN DETAIL). 8.0 DRAINAGE AGGREGATE AND UNIT (CRE FILL SHALL ON5IST OF CLEAN ANGULAR GRAVEL (VbOT NO. 57 STONE), MEETING THE FOLLOWING GRADATION A5 DETERMINED IN ACCORDANCE WITH ASTM 0-422_ SIEVE SIZE PERCENTAGE PASSING 1-112 INCH 100 1 INCH 95-100 1/2 INCH 25 - 60 NO.4 0-10 NO, 200 0-5 9.0 GEOGRIDS SHALL BE LAID HORIZONTALLY ON COMPACTED BACKFILL FOR THE REQUIRED GEOGRID LENGTH (GL) IN THE TENSILE STRENGTH DIRECTION (PERPENDICULAR TO WALL FACE) NOTED ON THE WALL PROFILE. THE GEOGRID SHALL BE PLACED WITHIN ONE INCH OF THE FRONT FACE OF THE UNIT BELOW AND EXTEND HORIZONTALLY OVER COMPACTED FILL, 10.0 ANCHOR DIAMOND PRO UNITS MOLDED DIMENSIONS SHALL BE 8 INCHES HIGH BY 18 INCHES LONG BY 12 INCHES DEEP AND SHALL NOT DIFFER MORE THAN + 1/8 INCH IN ANY DIMENSION. 11.0 A i-INCH SETBACK PER UNIT (REAR LIP) SHALL BE MAINTAINED FOR PROPER BATTER (I.E. 7 DEGREE CANT FROM VERTICAL). 12.0 GEOGRIDS SHALL BE PLACED WITHIN 1 INCH OF THE FRONT FACE OF THE UNITS AND GEOGRIDS PULLED TIGHT (AFTER PLACEMENT OF THE NEXT COURSE OF BLOCK UNITS) TO REMOVE SLACK AND TO INTEGRATE GEOGRIDS AND UNITS, 13-0 FIELD ADJUSTMENTS OF BLOCK ALIGNMENT MAY BE MADE ON NON -REINFORCEMENT LAYERS WITH THE USE OF SHIMS OR ASPHALT SHINGLES TO RAISE ONE COURSE OF BLOCK BY A MAXIMUM OF 1/4 INCH VERTICAL HEIGHT. WALL A BOW = 477.33 490 488 486 484 482 480 478 ao 476 474 Uj w 47� 14,0 REINFORCED FILL SHALL CONSIST OF GRANULAR OR LOW PLASTICITY SOIL FILL WITH USCS SOIL TYPES GP, GW, GM, GC, SW, SP, SM, OR 5C WITH A MINIMUM ANGLE OF INTERNAL FRICTION, �' , OF 30 DEGREES AS OUTLINED IN DESIGN PARAMETERS - NOTE 5. LOW PLASTICITY SILT OR CLAY (ML-CL) CAN BE USED SUBJECT TO APPROVAL BY THE GEOTECHNICAL ENGINEER. ROCK FRAGMENTS SHALL BE LIMITED TO 4 INCHES IN DIAMETER OR LESS. (MINUS NO. HAVE A MAXIMUM THE FINE FRACTION(M U 40 SIEVE} SHALL H E LIQUID LIMIT (LL) OF 40 AND A MAXIMUM PLASTICITY INDEX (PI) OF 20. THE BACKFILL SHALL BE FREE OF DEBRIS AND ORGANIC MATTER. HIGHLY EXPANSIVE SOILS (MH-CH) SHALL NOT BE USED IN THE REINFORCED FILL ZONE. 15.0 REINFORCED FILL SHALL BE PLACED IN 8-INCH LIFTS AND COMPACTED TO A MINIMUM OF 95% OF MAXIMUM STANDARD PROCTOR DENSITY (ASTM 0-698). COMPACTION TESTS SHALL BE PERFORMED AS THE WALL IS INSTALLED. COMPACTION WITHIN 3 FEET OF THE WALL SHALL BE LIMITED TO HAND - OPERATED EQUIPMENT. 16.0 A VIBRATORY PLATE TAMPER SHALL BE USED TO DENSIFY NO, 57 STONE. COMPACTION TESTS CAN BE WAIVED WHERE NO, 57 STONE IS USED AS REINFORCED FILL. 17.0 CONTRACTOR SHALL SLOPE SITE GRADES TO DIRECT SURFACE RUNOFF AWAY FROM WALL AT END OF EACH DAY TO AVOID WATER DAMAGING THE WALL WHILE UNDER CONSTRUCTION. 18.0 ANY SURFACE DRAINAGE FEATURES, FINISH GRADING, PAVEMENT, OR TURF SHALL BE INSTALLED IMMEDIATELY AFTER THE WALL IS COMPLETED 19D IF SITE AND SOIL CONDITIONS, WALL GEOMETRY, OR WALL LOADING ARE DIFFERENT THAN THE DRAWINGS AND THE DESIGN PARAMETERS, THE CONTRACTOR MUST CONTACT THE WALL DESIGN ENGINEER PRIOR TO PROCEEDING WITH THE CONSTRUCTION OF THE WALL. 20.0 A 42" TALL SAFETY HANDRAIL OR FENCE SHALL BE INSTALLED ON THE UPPER SIDE OF THE WALL, DETAIL FOR FENCE/ HANDRAIL POSTS AT THE TOP OF THE WALL ARE PROVIDED FOR PLACEMENT OF POSTS (SEE SHEET 3 OF 4), DETAIL FOR GR-2 TRAFFIC GUARDRAIL POST I5 ALSO PROVIDED, 1" Setbacl+ -)pen Cells Filled With Stone) 1" Rear Lip UNIT CONNECTION DETAIL (Not to Scale) HR-1 Pedestrian Handrail -GR-2 Traffic Guardrail/ Parking Area - _ TOC = 479.67 --- TOC = 478.33 Min 42" Safety Handrail or Fence TOW = 479.33_ TOW = 478.00V: w/501 Sleeve -It Fence Past System GL=6FT GL=6FT lid. = 6FT GL 6 FT DESIGN PARAMETERS: 1 BUILDING CODES: 2015 VIRGINIA UNIFORM STATEWIDE BUILDING CODE (USBC) AND 2015 INTERNATIONAL BUILDING CODE (IBC). 2 THE WALL PROFILE IS BASED ON INTERPRETATION OF THE GRADING & UTILITIES PLAN, SHEET NO, C5 OF 10, DATED OCTOBER 18, 2018 (REV. 2 - 2/19/19), PREPARED BY SHIMP ENGINEERING, P.C. 3 WALL DETAILS SHOWN ON THIS PLAN ARE FOR ANCHOR DIAMOND PRO SEGMENTAL RETAINING WALL (SRW) UNITS MEETING THE NATIONAL CONCRETE MASONRY ASSOCIATION (NCMA) CRITERIA FOR SRW WALL SYSTEMS. 4 ENGINEERING ANALYSIS BASED ON USE OF 5TRATAGRID SG200 GEOGRIDS. OTHER COMPATIBLE GEOGRIDS MAY BE SUBSTITUTED WITH THE APPROVAL OF THE WALL DESIGN ENGINEER. 5 THE DESIGN OF THE SEGMENTAL RETAINING WALL (SRW) ASSUMES THE FOLLOWING PARAMETERS: 7" Moist FRICTION SOIL SOIL UNIT WEIGHT ANGLE COHESION CONDITIONS Type (PCP) 0, (DEG) (P5F) REINFORCED FILL Granular Soil 120 30 0 RETAINED SOIL SM-ML 120 30 0 FOUNDATION SOIL SM-ML 120 30 100 6 SOIL STRENGTH PARAMETERS ARE BASED ON USE OF GRANULAR SOIL N T -GRANULAR R L W PLASTICITY I HE REINFORCED FILL ZONE ON SITE O O SOIL CAN BE REUSED FOR FILL PROVIDED THE SOIL I5 PLACED IN 8-INCH LIFTS AND EACH LIFT IS COMPACTED TO A MINIMUM OF 95% OF MAXIMUM STANDARD PROCTOR DENSITY, AND WITHIN PLUS OR MINUS 3 PERCENTAGE POINTS OF OPTIMUM MOISTURE CONTENT, USING PORTABLE COMPACTION EQUIPMENT. T TOPSOIL IN REINFORCED DO T USE HI H PLASTICITY C AY CH MH ROOTS OR NO GL ZONE. ANY SOFT, SATURATED SOIL ENCOUNTERED IN SUBGRADE SHALL BE UNDERCUT AND REPLACED WITH CRUSHED STONE TO STABILIZE THE FOUNDATION SUBGRADE OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER. MAX. EXPOSED WALL HEIGHT = 6 FEET FRONT SLOPE = MAX 2H:iV BACKSLOPE BEHIND THE WALL = LEVEL SURCHARGE AT TOP OF WALL = 250 P5F MIN FACTOR OF SAFETY (SLIDING) = 1.5 MIN FACTOR OF SAFETY (OVERTURNING) = 2.0 MIN FACTOR OF SAFETY (BEARING CAPACITY) = 2.0 q = DESIGN SOIL BEARING CAPACITY = 750 PSF TO 1,250 PSF (SEE NOTE ON WALL PROFILE) yip"'""�,+ Albemarle County, Virginia ' CIRCEO GEOTECH Circeo 5956 Buckland Mill Road Geoteehnical Roanoke, Virginia 24019 Engineering, P.C. 9 sl195 �► Phone: (540) 366-2379 Fax: (540) 904-6200 Scale : N/A / yAL Date: 12/28/18 Project No. RW-2165 n...a..:•.., lvtlnf/In _ TOC = 481.00 (High Point) - TOC = 480.33 TOW = 480.67 TOW = 480.00 LU �ar>sa, �t:l'1frt11ir1Y11Li� • • wi �v Yf4 GL- bF .. 0 OC) r 4 t GL = 6FT ? ',: '..:-vx •. � ,�, fir �. 'G\ s L BOW 476 468 t 4 {:• v W = 472.00 r s BOW = 474,00 r:. 466 : E BOW 476 00 6" Thick Stone '; :" Proposed Grade at Bottom of Wall 464 , 4 L I' P dDrain Pape to Daylight As Shown �GL=7.5FT GL = 7.5 FT � t 1 ® ®' G1.=7,5FT ♦ . I GL 75FT evI- Ing a 462;BOW = 470.67 (Low Point) >. 7 460 ( ' i i i I I I 0 10,5 20 30 40 45 50 60 70 78 187 1 ' :7_ I I Station (ft) 1 I I I .a GL = 6 FT _ I GL = 7.5 FT We 1-al GL = 6FT- _ - -- No t--* = S -1 1 q = 1,000 psf I q = 1,250 psf , q = 1,000 psf t q = 750 psf I LEGEND Q Qp , t so -.. • ,-�. _-, _ , _„ , � VDOT GR2 Traffic iGuardrail 87' Sta. 0 �a Sta. 80 , u, f 474 Sta. 20 °° Sta. 40 Sta. 60 - a �WALL A F_ w. REI-AININv_ WAt.,4 .. . W STORE WA w/ 42" Tall VDOT HR1 Pedestrian Handrail 1, _TO EX EED MANA01EMENT7 FACILIT co`N m EP Sl Ede Max. Exposed Wall Height = 6 FT Cap Unit (4" Height) Anchor Diamand Pro Units (8" Height x 18" Width) Leveling Pad (Min. 6" Thick Stone or Min. 3" Lean Concrete) TOC Top of Cap Unit TOW Top of Wall (Excluding Cap Unit) BOW Bottom of Wall (Including Embedment) 200 - "' ' StrataGrid SG200 GL Geogrid Length (ft) O 4" Drain Pipe to Daylight RETAINING WALL A Stu. O to $to. 87 Viewed From Front Face of Wall _ besign Soil Bearing Pressure � r • r r i f/ ffi IN f WM ---adz-=�-----�-._--4:.---�=-- r f Oak Albemarle Scale: 1" = 20 FT 0 10 20 d 1 245 41711r _- Circeo F5956 eenical gineering, P.C, AEn Buckland Mill Road Roanoke, Virginia 24019 Phone: (540) 366-2379 Fax: (540) 904-6200 Scale: H: i"= loft. Project No. RW-2165 �} l(NyAt V: 1"= loft. Date: 12/28/18 Revision: 04/07/19 Sheet 4 of 4 JP 1c) --(