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HomeMy WebLinkAboutSDP201700056 Plan - Approved Major Amendment, Final Site Plan 2018-01-190=018101911 OWNER CMA PROPERTIES, INC. Sheet Title PO BOX 7823 COVER CHARLOTTESVILLE, VA 22906 ENGINEER COLLINS ENGINEERING SITE AND UTILITY PLAN 200 GARRETT ST. SUITE K, GRADING PLAN CHARLOTTESVILLE, VA 22902 NOTES & DETAILS TELEPHONE (434)293-3719 DRAINAGE PLAN, PROFILES & CALCULATIONS FAX (434)293-2813 LANDSCAPING PLAN CONTACT- MR. SCOTT COLLINS, P.E. LIGHTING PLAN & DETAILS scot t@collins-engineering. corn TAX MAP NO. 04500-00-00-17300 (DB 3611, PG 616) & PORTION OF 04500-00-00-09480(DB 1465, PG 169) AREA 3.53± ac. (TMP 45-173) & 10.84 ac. (TMP 45-94BO) ZONING TMP 45-173 HIGHWAY COMMERCIAL (HC) WITH PROFFERS IN ACCORDANCE WITH ZMA 201400008 AND SP 201500005 (OUTDOOR STORAGE & DISPLAY) & SP 201500006 (STAND ALONE PARKING) TMP 45-94B mi HIGHWAY COMMERCIAL (HC) WITH PROFFERS IN ACCORDANCE WITH ZMA 1994--00023 O NOTE., BOTH PROPERTIES ALSO SUBJECT TO THE FOLLOWING OVERLAY DISTRICTS: ENTRANCE CORRIDOR (EC) - PORTION, AIRPORT IMPACT AREA (AIA), AND STEEP SLOPES -MANAGED OVERLAY DISTRICT SETBACKS (SETBACKS LISTED BELOW ARE FOR AUTOMOTIVE RELATED STRUCTURES & FOR ANY STRUCTURES PROPOSED ON � THE PROPERTY THAT ARE NON -AUTOMOTIVE SALES OR SERVICE RELATED, THEN THE SETBACKS WITHIN SECTION 0 18-4.20 SHALL APPLY TO THOSE STRUCTURES). 10' MINIMUM PARKING SETBACK FROM PUBLIC STREETS 10' MINIMUM FRONT BUILDING SETBACK FROM PUBLIC STREETS 30' MINIMUM FRONT BUILDING SETBACK FROM PUBLIC STREETS 20' MINIMUM PARKING SETBACK FROM NORTHERN PROPERTY LINE (ADJACENT NMD ZONING) 50' MINIMUM BUILDING SETBACK FROM NORTHERN PROPERTY LINE (ADJACENT NMD ZONING) BUILDING HIS 28' (THE MAXIMUM BUILDING HEIGHT ALLOWED IS 35; WITHOUT ADDITIONAL SETBACKS. A MAXIMUM BUILDING HEIGHT OF 65' IS ALLOWED, PROVIDED PROPER SETBACKS ARE IMPLEMENTED). (1) STORY BUILDING AT THE FRONT OF THE SI TE & (2) STORY BUILDING A T THE BACK OF THE SI TE PROPOSED USE COMMERCIAL BUILDING- AUTOMOTIVE SALES & SERVICE WA TERSHED THIS DEVELOPMENT LIES WITHIN THE SOUTH FORK RI VANNA RIVER WATERSHED, THE SITE IS NOT L OCA TED WITHIN A PUBLIC WA TER SUPPL Y RESERVOIR WA TERSHED, I T IS LOCA TED DOWNSLOPE FROM THE SOUTH FORK RI VANNA WATER SUPPLY WATERSHED. TOPO & SURVEY TOPOGRAPHY, SURVEY AND BOUNDARY PROVIDED BY LICENSED LAND SURVEYOR AT TOWNES ENGINEERING. THE SITE WAS FIELD VERIFIED ON MARCH 25, 2015 BY COLLINS ENGINEERING. TWO BENCHMARKS ARE SHOWN ON THE U EXIS77NG CONDITIONS SHEET, DA TUM ELEVATIONS ARE BASED ON STA TE PLAIN GRID- NAD 83 DATUM. EXISTING VEGETATION MATURE TREES EXIST ALONG THE MAJORITY OF TMP 45-173's PERIMETER. THIS PARCEL's INTERIOR CONSISTS OF GRAVEL AREAS AND CLUSTERS OF MATURE TREES WITH STABILIZED GRASS, STEEP SLOPES IN ACCORDANCE WITH THE COUNTY GIS MAPPING, MANAGED STEEP SLOPES EXIST ON THE PARCEL. ALSO PER THE COUNTY GIS MAPPING, NO PRESERVED STEEP SLOPES EXIST ON THE PROPERTY. THE PROPOSED DEVELOPMENT DOES NOT IMPACT PRESERVED STEEP SLOPES, AND THE VAST MAJORITY OF THE MANAGED STEEP SLOPES SHOWN AS BEING IMPACTED WERE PREVIOUSLY APPROVED WITH THE PHASE I PLAN (WPO 201500025). PHASING IN ACCORDANCE WITH APPROVED SDP 201500031, THIS PLAN IS PART OF A TWO PHASE DEVELOPMENT. PHASE I WAS APPROVED IN 2015 AND CONSTRUCTED IN 2016. PHASE I INCLUDES A PARKING AREA AND ITS ACCESS DRIVE AISLE THIS PHASE WAS COMPLETED PRIOR TO THE ROUTE 29/RIO ROAD IMPROVEMENTS TO ALLOW ACCESS TO THE EXISTING CMA PROPERTY AND DEALERSHIPS, AND ALSO TO PROVIDE PARKING THAT WILL BE AFFECTED BY THE PROPOSED LIMITS OF DISTURBANCE FROM THE ROUTE 29 / RIO ROAD IMPROVEMENTS PHASE 11 IS PROPOSED WITH THIS PLAN. PHASE 11 IS IN ACCORDANCE WITH APPROVED SDP 201500031, WPO 201500025 AND ZMA 2014-00008 AND IS FOR THE CONSTRUCTION OF A NEW BUILDING AND PARKING. FLOODPLAIN/WPO BUFFERS: THERE ARE NO 100 -YEAR FLOODPLAINS OR WPO BUFFERS LOCATED ON THIS SITE PER FEMA MAP PANEL J51003CO278D DATED FEBRUARY 4, 2005 & COUNTY GIS, RESPECTFULL •', ALSO NOT THE PARCEL lS OUTSIDE THE LIMITS OF THE FEDERAL & STATE DAM BREAK INUNDATION ZONES PER COUNTY GIS DATA. SITE ACCESS TMP 45-173 CURRENTLY HAS AN EXISTING ACCESS ENTRANCE FROM BERKMAR DRIVE THAT SERVES AS THE ACCESS TO THE PARCEL. RETAINING WALLS SITE RETAINING WALLS ARE SHOWN RANGING FROM 0'-4' WITH THE PHASE 11 DEVELOPMENT. LIGHTING EACH PROPOSED OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM PROPOSED LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF FOOTCANDLE MECHANICAL/ HVAC EQUIPMENT ALL HVAC UNITS SHALL BE ROOF MOUNTED. MECHANICAL EQUIPMENT SHALL NOT BE VISIBLE FROM THE ENTRANCE CORRIDOR. TRASH COLLECTION A DUMPSTER IS PROPOSED ONSITE, DUMPSTER MATERIALS SHALL MATCH THE BUILDING. ADJACENT PROPERTY OWNERS SEE EXISTING CONDITIONS, SHEET 2. U TILI TIES EXISTING WATER AND SEWER U TILI TIES ARE LOCATED ONSITE. A PRIVATE WATER LINE LATERAL IS PROPOSED TO CONNECT INTO THE EXISTING PUBLIC WATER METER L OCA TED ON SITE. A PRI VA TE SANITARY SEWER LATERAL IS PROPOSED TO CONNECT INTO THE EXISTING PUBLIC SANITARY SEWER MANHOLE LOCATED ON SITE. THE PUBLIC WATER METER AND SANITARY SEWER MANHOLE ARE PROPOSED TO REMAIN. NO DISTURBANCES ARE PROPOSED TO THE EXISTING 30" RWSA WATER LINE WHERE CONSTRUCTION OCCURS ABOVE ll T, STORMWA TER MANAGEMENT. A STORMWA TER MANAGEMENT PLAN WITH ACCOMPANYING CALCULATIONS WAS APPROVED UNDER WPO 201500025. THE APPROVED PLAN TOOK INTO CONSIDERATION THE DEVELOPMENT OF PHASES I & 11. THE WPO 201500025 FACILITY WAS APPROVED IN 2015 & CONSTRUCTED IN 2016. THE DESIGN INCLUDES A PRETREATMENT CELL, A BIORETENTION BASIN AND A DOWNGRADIENT DETENTION CELL. THE DESIGN PROVIDES BOTH STORMWA TER QUALITY AND QUANTITY TREATMENT AND ADHERES TO PART 1/B REQUIREMENTS A WPO AMENDMENT HAS BEEN REVIEWED AND APPROVED FOR THE PROPOSED EROSION CONTROL MEASURES FOR THE PHASE 11 DEVELOPMENT PLAN. ESTIMATED EMPLOYEES: IT IS ANTICIPATED THAT APPROXIMATELY 25 EMPLOYEES WILL BE NEEDED FOR PHASE A BUILDING SEPARATION: FOR PHASE Il, BUILDING SEPARATION SHALL BE IN ACCORDANCE WITH TABLE 401 FIRE RESISTANCE RATINGS OF STRUCTURE ELEMENTS OF THE BOCA BASIC BUILDING CODE, 194 EDITION OR ITS EQUIVALENT IN THE CURRENT EDITION OF THE BOCA BASIC BUILDING CODE. IMPERVIOUS AREAS: BUILDING- 14,480 sf SIDEWALK- 3, 000 sf PAVEMENT- 47.000 sf TOTAL 64,480 sf r I[- 'a A 4 PARKING REQUIRED: AN AUTOMOTIVE SALES & SERVICE BUILDING IS PROPOSED WITH PHASE l!. THERE IS APPROXIMATELY 5 100 sf OF DISPLAY AREA FOR THE MOTOR VEHICLE SALES THERE WILL BE 16 SERVICE STALLS & AN ESTIMATED 25 EMPLOYEES MOTOR VEHICLE SALES- 1 SPACE PER 1,500 sf OF DISPLAY AREA= 4 SPACES AUTOMOBILE SERVICE STATION- 2 SPACES PER SERVICE STALL= 32 SPACES EMPLOYEE SPACES- 1 SPACE PER EMPLOYEE= 25 SPACES TOTAL CUSTOMER/EMPLOYEE SPACES REQUIRED= 29 SPACES (INCLUDES 2 HANDICAP SPACES) TOTAL SERVICE STALL PARKING SPACES REQUIRED = 32 SPACES PARKING PROVIDED: 139 TOTAL PARKING SPACES + 2 LOADING SPACES ARE PROPOSED WITH THIS PLAN/PHASE 11. (29 CUSTOMER/EMPLOYEE SPACES + 32 SERVICE STALL SPACES + 78 DISPLAY/INVENTORY SPACES= 139 TOTAL SPACES) SPECIAL USE PERMIT CONDITIONS (SP201500005 CMA PROPERTIES OUTDOOR STORAGE AND DISPLAY): 1. VEHICLES SHALL NOT BE ELEVATED ANYWHERE ON SITE. 2. VEHICLES SHALL BE DISPLAYED ONLY IN AREAS INDICATED AS "INVENTORY" ON THE PLAN ENTITLED "CMA PROPERTIES HIGHWAY COMMERCIAL CONCEPT PLAN" BY COLLINS ENGINEERING WITH REVISION DATE OF 1-30-2015. INVENTORY PARKING WITHIN THE EC OVERLAY DISTRICT SHALL BE ONLY IN DESIGNATED STRIPED PARKING -SPACES, AS IDENTIFIED ON THIS PLAN. 3. FINAL SITE PLAN APPROVAL IS SUBJECT TO ARB APPROVAL OF THE LIGHTING PLAN (SUBMITTED WITH THE SITE PLAN/). MAXIMUM LIGHT LEVELS SHALL NOT EXCEED 30 FOOTCANDLES. 4. FINAL SITE PLAN APPROVAL IS SUBJECT TO ARB APPROVAL OF THE LANDSCAPE PLAN (SUBMITTED WITH THE SITE PLAN). LANDSCAPING SHOWN ON THE PLAN MAY BE REQUIRED TO BE IN EXCESS OF THE MINIMUM REQUIREMENTS OF ARB GUIDELINES AND/OR THE ZONING ORDINANCE TO MITIGATE VISUAL IMPACTS OF THE PROPOSED USE. 5. CLARIFY ON THE PLAN ALL SITE ELEMENTS TO BE INCLUDED IN PHASE 1 AND PHASE 2. IF THE STORMWATER POND IS CONSTRUCTED IN PHASE 1, INDICATE THAT THE TREES ALONG THE SOUTHERN PERIMETER OF THE SITE WILL ALSO BE INSTALLED IN PHASE 1. y t' 1 III I i IN I Ll I FM flounty of Alliem, arle Comervaat"eon:k lan Checklist—To be placed on Landscatte Plaits {ilnndi)ook, pp 1t1.28r1-111297%r compiete.speciticalianrs) 1. 'Lk 12110WIIt6 ttonts Mill he slraan On filo glen:. U Treas to be sa,"'tA, to Lia dts otoNming (,outside dd[ihm of ms s to bo'aved:) IAl Locativta acid type orprotaative t`enciaig, U Gradeetay7sage;rvgtmingtMsstensorNvatis; s l q,r pa>eeci trenahirg pr !?ata else k wy3atdiha I.rarriSs cl'c(casring. y. Markjn U All treag to Lv }assn he marked ked Faith print or abliop at a, height cleNoy risible tc, egttiptmeiaC opera#ors. U No gcedzaag shall bz, n snail the it v atmkirig has, bean izasp rated asd approved by a l:;taarnty l,'ra=speoor. 3. f're-t'.onxtructian i`®nttr•enee: U I'mc preservation and protection nw,� ures shalt tic reviewed with tine corAnctor on site. 41 Eguinutfetrl olwmtitrn and Sloraaav: i 1Icavy+estuipment, a�hiculear hafiic and storage 4conattsiction ntawiats indhiding anil shall not be pervuttgtd within the d4lines of tre' to b saved. 5. 5oii &UsIgg ang ti L�owmilw aamUmsat l� Such <leshc;�s shalt ti,sr .rdvacsely affect lcc'�:n to be sav est, 6. t U Mr.% w,,: nest pennittM within tiro feet ofthe dtipline. rs imn t i lse mvaxd. i. "!'+Eric '1rla�cEiYtw• U To= anarerisrls shell not be Mored within 100 rim of the, cwpliaac oaf trey to be :sisve3. S. Protective Trees to be retained wittim 40 f"t oia.lacLp ,seri boikang or $m(lia3g ac€ivity shall 1aa prctect,,;A by tetaciag. k'txtr.�an�, afaait k»;. ata t7lacc aastcl xh�3l lm: in�pes�t�,d aux<t nppzuvkci by ra t: putshy Iraspudlc+r prlc>r t� grttctigt,, yr cMaartnactost, 9, `Cres i4ft � 'er;lneat fh� gzaauad leuel naust,l� a,sis�cl zvcthin th,e �lriplaaac ail' a fret ty l� � avaci, a lrr:e sa�ell shrill kt� pro,,k rletl zrtaai � �txashucti<)as rt�iztii sub naittetl for approval. 1Q. 'rrc�s � sltR: 14 N"1011 aw ground level 11=a N Iiiwomd within the dripliara a ar.a: to tie Wf%vck a trec ,wall shall ba provided; maid a cCnstruetioi %Utail subOued forapprovaL 11. lm rcmand 3usr,„ ROM 'f ) s '°c> •+oFtavats ,s. � .etel`ra kl �A'hatz trertcltia)g is regaite4 t�ittvn the lianits of c3caricag, it shaEl l,s Qasnc a� far a vay from titw tt�au'rk.;a �u pcx,, rbi , !t r t t g aaaad% ar t crew taesa shall tic ca>asidered map alternative wheel it is araiicipited drat mous my tars.wbing mill desuoy fsa clot ax ats. 1.2, Cly �l t5rzleaxsive f'cnf�in` sla:zll. kat. tlrc.lc3:t lt.aaas rcancavec9 dtariray liar a5•.eazal ciaviraa,ta. 13. llarzr�Eed tees: 0 own4geJ u strap be uoated inutt-; avly by pawing,, feaiilizatim oa other raviltudz rrwuanasrndt rd by u tte� slicciahtst. N(YrE.1TIST1I DEVELOPER'S RESPONSIBILITY ToyCi}NFFR1'kTrItTHE f`(lN#RA{CTORNTRE,ECONSERVATION 1 jt3/18 OWNER C<)I TRAC'r PL}It 31ASER SIG IN A 17 URE (DAT F) 5/1)05 Page -i of I Sheet List Table Sheet Number Sheet Title 1 COVER i 2 EXISTING CONDITIONS & DEMOLITION PLAN 3 SITE AND UTILITY PLAN 4 GRADING PLAN 5 NOTES & DETAILS 6 DRAINAGE PLAN, PROFILES & CALCULATIONS 7 LANDSCAPING PLAN 8 LIGHTING PLAN & DETAILS TOTAL NUMBER OF SHEETS — DITCH CENTERLINE _ PROPOSED EASEMENT, OWNERSHIP VARIOUS WI T1-1 EACH SHEET DRAINAGE PIPE BENCH MARK SIGN PROPOSED HANDICAP PARKING SPACE STRIPING EXISTING CONTOUR 209 PROPOSED CONTOUR 506.71 TC PROPOSED SPOT EL EVA TION! 506.21 EP TBC DENOTES TOP/BACK OF CURB T18 DENOTES TOP OF BOX COUNTY DEFINED MANAGED STEEP SLOPES PRESER VED STEEP SL OPES TO BE IMPAC TED (~ PROPOSED CONCRETE PROPOSED & EXISTING GUARDRAIL PROPOSED FENCE 111 P'0M �'R�gqy7,ryRyST�ATEM INT r Date: April 20 2015 ZMA. #: 2014-04005 Tax Map Parcel #i 44500-00-00-17300 (tbe "Property") Owner. CMA Properties, Ilse, a'Virginia corpcx-ation, and 4 successors in interest (the -Owner-) Rezone the Property, containing approximately 3.6 aeras, ftm R -b Residential (R6) to Highway Commercial (:CIC), Pursuant to Sections 33,4 and 33.7 ofthe Albemarle County Zoning Ordinance, the Owner hereby voluntarily proffers the conditions listed herein beZ,i�i ow which shall Cas: applied to the Property if the Zoning Mw Amendment (hereinaf ler the "e) is approved by the County of Albemarle (the `Count}?). These conditions are proffered as a part ofthe requested ZN4A and it is agreed that: (1) the ZMA itselfgives rise to the need for: the conditions, and (2) such conditions have a reasonable relation to the rezoning requested. L Development shall be in general accord with the following plans prepared by Collins Engineering entitled "CMA Properties Highway Commercial Concept plan and Grading Exhibit", dated October 20, 2014, last revised April 115, 20115, and `°CKA Properties — Phase I Concept Pian Grading Exhibit", dated February 23, 2015 (collectively, and hereinafter, the "Layout l" loci"), as determined by the /Director ot'Planitirig and the Zoning Admini txattjr, To be 1I general accord with the: Layout Plan, development shall reflect the 611owing major elements as shown can the Layout :Pian; a. The building envelope. b. Parking envelopes, c. Access and circulation throughout the Property. d. Landscaping and screening envelopes. e. Area shown as ' 20' Reserved Area for Futuro Dedication, Pedestrian Improvements, and ProposedStreet Trees Along Berkmar zDrive.- 2. While the Property is used for stand-alone parking, screening for any stand-alone parking shown on the layout Plata shall be established, enhanoA andIor ma titaial ed as necessary to reasonably and adequately screen the stand alone parking shown.on the Layout Plan from Berkrnar strive. 3. Sidewalk along Serkmar Drive, a, Upon demand by the County when. sidewalks are installed on properties adjacent to the north or south ofthe Property (or are installed within the public right' -of - way froulzugon properties adjacent to the north car sow ofthe Property), the Owner shall construct a sidewalk and install street trees within the area shown on the Layout Place as "20' reserved.. Area for Puture R/W Dedication, Pedestrian Improvements, and Proposed Street Trees Along 3aerkmar Drive." Such sidewalk and street trees shall be completed within one year after the date of any written notice from the County, b. Ifat the time sof approval of a final site plan for a use other titan stand-alone par%ang such sidewalk has not already been constructed: as provided in Proffer 3(a) or otherwise, the Owner shall construct a sidewalk and street trees within the area shown on the Layout: /darn as' ZO' Reserved Area for P'rkture R/W Dedication, Pedestrian Improvements, and Proposed Street Frees ,Along Berkmar Drive," Such sidewalk and streettrees shall be reinstructedstili copzpleted in conjunction with the improvements shown on such final site plan, or as otherwise stated on such approved final site plan. c. The sidewalk shali,be designed and constructed in compliance with all applicable Virginia Department of Tra11i1n sportation and County standards pursuant to Serbian 32-7.2.3 ofthe esrlirag C?xdiizance; and the street trees shall meet all applicable County standards pursuant to Section 32.7.9,5 of the Zoning Gr'dinanct;. d, The Owner shall dedicate the sidewalk, at l7wner's sale m ruse, to the County to become part ofthe public right-of-way. (Signature Page for Profts for ZMA 2411-00048, CMA,. Properties, Inc,) WnW08 the following signature; CMA PROPERTIES,. INC.. BY: 'Peter• Borciaes,l resident APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT to PLANNER/ZONING LU ENGINEER V. :!v--....,�' o 0 INSPECTIONS ARB' °t/`.'v....L�-i 1...:�'' '���:Fsr%✓�^"'✓%''gym-__ ,�.,.- raj .._ ,+� DEPARTMENT OF FIDE RESCUE l ( — ALBEMARLE COUNTY SERVICE AT JTHORIMLIC�`.t VIRGINIA DEPARMENT OF TRANSPORTATION tZ HEALTH DEPARTMENT M/,,?I LU 1Fi SCOTT R. COLLINSZ ? Lic. 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DEFINED MANAGED STEEP SLOPES E fi.,.,z :: I OOE00�10160' +. „ , ,� ,j ,. ;04500 ,:: % I WITH PHASE_I UNDER WPO zoi ripoz5 ( U1 I I - � 1 ; PROTECTION AREA AND ARE f r _11_, mss; Q, ^� D -B. 2130, Pc. 30 w" N47° 52 24.90 W 3352.44 —\ fs` r <_ ,t^$ , o �. �, .,�' ! !,/! _ ! i. ,- w.d ',vv"'S> ( ; 5--, ;>� �i"�eC' ��' c\rti' 1� i'�. -`� DESIGNATED ON THE PLAN WITH THIS / / \ o., ��� `\-�!�%,� - i u I "b. J i ' !�J__.. ' ,i :'/ ,, ')_ I - K�`n GU,r U�� - f� -''I_-"["-' '\! , ri � I ` .- .b / J.::.. , // -,, I - - . I.. -.. - o y h fi 0'r?- i >,c \•-�c S "' �' \� �'- i -> '• g..i ' ,',,y \\\ •\ ( 1 ... ,��� 1 >ra, zm — =7., Z'r'b r -`v� �' '�•` in SYMBOL / 1, ,: \ I ��o z�( \45 r*� 2' , ... _ 1-1` .. I. Jrr .+. \.'+ t ,, jjtt// yL�J 1 r tr : r/ , ....I. .. ..-......... - i I f t t �( �,_ , �i r": n '{. sS 'n ! �` I r1 O l , 01 I 1. i:: Ijg�1. 17/i U ..... 'r .., . �, 11 ,; ..- / EXISTING o RWSA / 3 / ! I D WATERL NET REMA N r'' ?'+ 2 `'' ( ` AU 10, L'C r ;r 1 I O ] , k / ; - i // / r I U DISTURBS !TH THIS PLAN , ;. y : s1. PARCELi 5D: ,f a' . \ \ N _ ='s 9J j DW z ! " . >` M "'f 04500-00- -10000 E AEW SCT RIO HILL LLC /,% . I ':, m q0 _ ._. ` — r ��: �" / / -, , •. ` + r ,4 « D.B. 2130 PG. 30 PARCEL ID, I;, ;, / A : /... 9< 6 l\ i 04500-00-00-094AO of ' ,1:' , , \'\' r II,Q z O 11 J 5 3, , <- ,% , ,, \ ., , - ., ..! .;r yes 7 ,t,',/ \ r', ('( D.B. 32 PG. 731 \ , , �'' t z t+ v , : ,,> , . ` I I "L ,� ! .- % } ; J z i j 11 .. j ( ._. ,9 , ,r I-,. \ , I , \, , L9 �_ ,, , ,, s, � 1, r r gg d" $, 0 -I,/ / /, `•..\ \`� ' �', .. _,J ,- ( -..... .` ..( --� i „C"'��8 , ,S'•. ! •!' i f U L.. 1, f / \ \ I J� 1P . Z/ Y ; / Is ...-. ... ., ., u „v _ o- 7 ..... I a i xISTiNG STORNIWATER z , r ,, / // \. - .._ APPRQVED IMPACTS TO COUNTY - - . . ' . > -,. I I; o I MANAGEMENTAREA 1 1 as // , / �_ ` �/ -\ `"' % ,\;\`, , t _ i - _ U 1p TO.REMAIN I o s, ICo ^� . \ „-,,. DEFINED MANAGED STEEP SLOPES- / ". t ` \ WITH PI IAS€ i UNDER WPO zas 000z ` ' ,. ' fit. 5 S l o \ i`' a, h \ \ l 4 7 i ' , .5 L. ;40 \ ,- \ S59° 0�' 01 5 1993.53 \ s x� . / _ \ , ` T? 11.. . `, 1. �� _ I _ . L C o 1....-. .. I : . f " s a; oz_Y , i l:?. r` Q ,, 1 �, f6 ` I a� -S8 55 22.45'E 3352.40 /` I r' ,.It v;,9 EXISTING TREES AND_.. .. - - { ( i w w uj a ✓., `, t, SHRUB PLANTED IN _ _1, i I4:1jo� CN > /,; / ; f _ PHASE I TO BE REMOVED \ EXISTING POLE & LIGHT 0 { ;„ _q ; 1 4 ., g _... USED ! L \ / . ,... ,, OR RELOCATED/RE t . ..............__ TO MA N TYPICAL AL > } I I I w ! C h € Z o COUNTY DEFINED MANAGED v I r IN PHASE II i R ... �' ' r1 WITH TH€ EXCEPTION OFA i ! 4 I STEEP SLOPES'NOT PROPOSED TO<b. S _,' .r . • a� . r,. . _ ...._, LANDSCAPING - s i I 9s. � I , f E NOT FIXTURE i 4 f1 a ON ED FI N / BE DISTURBED WITH THIS PLAN .:,. (TYP.} m _- _- ' .-... .. ,I� � �r � �' j' � n / -- 1 S I/ - GRE OMA f. ' �JOH T `�.. /' � \\ a t ! ` T,, �.;; \ � 1 E ,ESTATE f ,,, \„ `' / ;Un+ r i \" PARCEL ID eano 1. t 11 : : -' , p .. r,^:rw < i `` m u� X00 00-00-100Ad s a EXISTING CURB ABOVE „' �.y �! \�, ;w w � r \ 04. c --1 , ) :. ( - ,- ebn , -.. , . ,. —, , r , 1 P 1 . 185 "J , .-rs; THIS DROP INLET TO BE ;�. �' _ i sono " s z % \ - , 3 , j " REMOVED%ATHTH _!. "Im , ( j c[ A - _ ! .CL . ;,J .,., , k.,. ark `\ ,� - r: _ -i- / -I- 1\ \ '--r-`�- 1--p.' k:I -rom to : ^'-- ---- i / z I �_ . PROPOSED PLAN 4 4. + , , „� C I , . ,w 1. -- 1 r r� \f . , -( � r t. r', F ' !��� r , ! ', - ,,,a a �w ,\c ,�+� °T...-;�.?zt` ,1�':r,diS.'"t --:t%,k"t�kJ.,"M'amux•.Z�;s?J:s;"�; /� r,. _. a \ ! O _ 4 - �'11 .,,1. .., . .' `` '', u{ \, 313tlON0O ,4t , , _..,, ,, .., ..,..., -_ ..-�..`............. „_ __ ____�.,t . ,�i"'s:�'•. �C l _ - _t ' .. , 3 ..3 z.z...; ,� Yr { \ > UJ,/�'''�] +' ,,f(, .. : r \ ! ty Y:r U� \ _., _._.__- "���\' .§''Cr<.\ ,; i• \ r f f L/ - ' �;; , ,,: � J ( - " L(,.: ':a >m p m -s:., s,'k_-._ w ��i �. IY ., �u :#5 i)r'( - c z ONTRACTOR SHA6L UTILIZE U� � („ rw ,• ,rr,1, �� " RECENTLY IN TALLED DROP INLET 2o. a a J /, \ / ' Q . 11, {`; EXISTING LIGHT;POLE & ti' 1;, TQP ELEV.= zz. FOR THE I sa r 7 RIM=491. r \ \ : / FIXTURE TO BE REMOVED ,,;' 4w I S 47) A "so = 83 I // \ /!"' - ;" \ ,, CONSTRUCTION STAKING BENCHM RK � -< INV(N} / \ L "'f c / :� _1111= APPROVED IMPACTS TO COUNTY / u, _ ._. `- _... _. _ -... s NV(NW) 91.58' z. y <...; PROPERTY h y _ . ..... \ r, f .- ;• _. _ . _. -.. _.... _ a� : NV(W)= 88.17' DEFI[� D MANAGED S PEEP SLOPES /' / J' T \ \ . - . LIMITS (T`�P.) I a „�, r,,r: U;�,, ...,- �� 'aq i / \ o ;:. ^a aYs» ,: ;,.. EXISTING DRAIN N II JV(SW)= �4 WITH €CHASE I UNDER WPO 2oz500025 i' // _1�1 Lu \ 4 .111 a z ,30 BER VED \ > -= ,,_/ . ' - ,.' /' ' ,> "' EXISTING CURB BELOW �,7 _17IHS .... ( ) \ ,` 11 \ , _ IINV E „ / THIS DROP INLET TO BE I .1/ GREEN, CLARENCE WILLIAM , o , . _ : , - , , �" z° a. EXISTING TREES AND'• r I / REMOVED WITH THEI. ,, ✓ �,n .,,. .... - - . TOP= IO", 1 '3 L / / � � , / � PROPOSED PLAN - SHRUBS PLANTED IN rNv- N�� P RCEL ID :: j \. 1:: '' SHOVED\ c !Nv_ sos.as s .� Q'; � w fn' ;,, F 0450Q-00-00-10080 o / - LIMITS OF LAND CMA PROPERTIES INC. c,, W.B. 12 PG. 395 a PHASE 1 TO BE 3 11 OR RELOCATED/REUSED i �• / I / j 1— a DISTURBANCE AND TREE` PARC' L ID: r;/ ,i / \,` r' i / 11 PHASE .Y c- \ % / '"" \ \ PROTECTION FENCING' _ _ IN E`II N . OD5B.0 36101, OPG.1 6160 ¢ i j / _ w �e ,� ! j F EXISTING LANDS E NiDTYP �; PING ) 1 j . \ 3.�3 ACRES T CAP ,'} �°, � 6,` . I f\ i'',' 1! / o � . � BERM TO BE REMOVED \ ,� b \ = _/ �� ; x/ /� / , I I . , LIMITS O LA D ; t ,71. _ . - \ •„ ' ( D15fTURBANC AND TREE o � � ;K �'' ) cit", i ; / ` IRON / E _ . ED- - PROTECTiIN FENCING iw \ . \ - '.'�3 r" _ „ / ,., �>:\ 9 01 _1 58 5 93 53 :, _ — 3 i ,;, \ N r . I - CONTRACTOR SHALL REMOVE THE 19 F - - - \ p ; ,ABANDON EXISTING SANITARY � � �, ,, ' ��i' �" z 1.EXISTING TREES A D u mtM EXISTING is' !` f >, - \ 4 H(s) WHERETHEY- N / \ . ` a - r , _. '1- ." �;,w'ar zw„ry DRAINAGE EASEMENT � 1 2' SEWER AND M < ., .- �.< _ N 38° 10' 59'. 50 E 19 ' 3.53' F—�I I - 3i �� } ti r ,fi DB 14i 3, PG 547 \ \ ARE LOCATED BENEATH THE J SHRUBS; PLANTED IN 3 j / w PR G's ,1. PHASE ! TO BE REMOVED 'f y r � z 11 I . - OPOSED BUILDIN \ I� FOUND N OR REL CATEIS(REUSEt� z ° r' \ r' r,mf° r' \� DINH„'TON / j ! _ c� I �. EXISTING TREES TO BE ate' PARCEL ID: \ z ATlO �\ PHASE II P f . ,F / / / \ +�,� Li I �� REMOVED WITH THIS }- \ ^ / 04500 00-00-100C � r \ — s�'+a ' \ { r gl1 (- PHA 3'f LANDSCAPING . ?"_ r /II , 1 \' O u) SE( P.} ,,., � .mss D:B. 3651 PG. 6 I \ ) s / 0 f LLJ� z 11 \ >o - j)' I P. r r ., N <' S 5 5 19 3.53 / o r :,.°• / / 0 29 50 E 9 ”" \ , _.. o ; i , / 6 'f . .... _. I `E \ ..s" >' EXISTING 20'SANI ARY a ._- .._ /' I \ T._._ > . � , , `\. ; r r 3 SEW ESMT, F �b r 1.RA O SHALL UTILIZE THE r ER ��\ ' k. ` \ v . ILCONT CT R - ., i ,� , �, De vo PG 681 i r'" `�j \ % L \ j / 1, j . o i >a > �j y U f .50 W 11.,993.53 0 1 RECENTLY DROP INLET s , t .r ' \ _ \ \_ J S75 14 38 - u:� ",: I , ° ,;:' s /. �8 00 36-50 W -_ 1.9.93..5 Q :y » /. 6{ , S34 19 04.50 1993. • TOP E4EV.- z .2o) FOR A SECONDARY. ,,: ' .,,;, j ff � ?I, . \ \ o 'u .1.' o -40 08.50E 99 .5 \ \ s1 �S , k sm S23 1 3 3 \ 5 Q APPROXIMATE CENTERLINE \ ,: C NSTRUCTION TAKING BENCHMARK, .; �;, I W' �< - I 11 .J < r N vEPco ,, . „° n, " ,a• , ; EXISTING TREES AND - __- -.... Loca to OF 75 50 \ , lk y„ 4;;, v y .j ! /' � ' CONTRACT )R SHALL CONFIRM THE €XtST1iVi, PRIVATE \ \ j ,, \ EASEMENT ` ; ' _ " - ! > 11 I�s-- r 1;., ., ;, x SHRU$SP ED INF / '� \ , - D.B: 1245, PG. 632 � r' ; :.-' °, �, � y;> LANT \ '`= 1'/ , s �. SANITARY SEWER WAS PROPERLY DISCONNECTED \ \ v \ p C\' T OCATICN OF VAt2!ABI E. c.:. i >> , g \ / / AI . ! ,x,M .t. t - .t ti PHASE i TO 8E REMOVED ' I p , - - \ � \ a ,„.. 4, I` !., L!� Y\ATc(?f iP.[ EFu�ML.I r L f3 1413, c -'..\ "'s - , WI r R RELO EUS ONT / DISCONNECT IT IN ACCORDANCE s s! v c ATED ' I LI D i;I A!,ot or ,,,a `,; , ”%` O CATED/R ED .. �, ' ` / / '\ C RACTOR -SHAFROM THE LL DI AC \ N. \ ,> 6) R P, w T XISTING s WATER 3 ;\ / SA MN WITH PHA3E1 - o AVE \ . o:, ;?I,1PIjic PERK fa > DRIVE PIc;N r of --wAr. - t .. \ ,. ( s, r _ I_N PHASE H - EXISTING SANITARY SEN ER WI iH THE -NOTES ON THIS PAGE SHOULD IT NOT H \ METER TO REMAIL! FOR :°; \ \ " �� �0 r It r PHASE II DEVELOIPMENT - T, , ,,,' I LANBSCAPING �Na� & MANHOLE TO BE USED\ BEEN COMPLETED WITH PHASE L -- ... _ ._. .._- \ s PARICSIDE I, LLC d ; �a y , ... / \, ' 'I i. - _ -- °� -' (TYP.) � \ \ WITH THIS DEVELOPMENT -" \ P�cEL ID: \ . i ,_ _ i �� I \ 5 16 1 993.53 \ do E t, EXISTINVG PRV TO\ e¢ �s- f � �� , I / \ \ u9 a \ 50 E 04500 -0'O -DO -094A1 ' ITH THIS \, 5 R - II �y 4 EXISTING 20' 1 \\ _j \ " 7 REMAIN W r. "I' I\ D.B. 3116-. PG, 310 % i, \ \\ r DRAINAGE EASEMENT S . m (f ,I ` u�. z;n �$' DEVELOPM EMIT. \ u i, . r t `:• , -u. -_` I 117 _ `� , DB 1329. PG 91 \ ,moi — f r \ _ EXISTING 8 GV ANlD TYPE A �_. , x I i` \ iS�, h . 11- i ..i:` -'y' ice_' N a.:.! ! f \' —r �'it �� / \'--`,--+-u _ .ds I \ 1J N APPROVEDIMPACT 5 TO CCtUNTY — "x BLOW ASSEMBLY T(J REMAIN f.1 I< ;' \ \ u� 9 - < ..s .,� .. > a� WITH THIS DEVLC?PMENT. q at ifs .,1 4 i\ f �° j uj DEFINED MANAGED STEEP SLOPES p- l i N aaoaoa's1 d } `, 'as`,n i.. , rn �_..--.. _. ... .... _. ..-,. .. _- - __ = .. _. ...-. _ ,_ .. __.... ... ....... ..._._ __- .-_ - --. ._..._ - .......-. -.-- .. ._- - ... .__ _.1..• ..... ....._ ..- .. nj� `r4 `- t. a -.,1.,. _.!"'`� _ �.� T'' `�' \ \ \ , m O WITH PHASE I UNDER WPO zoa 000z Z — V _. _._ .- _ ._ ._—_y"... r " �" - - - — — - — - __ _._ :... a� v) 5 5 z — — o ° - / _ ` _ I - - T �, ±� , { — — J08 �,T. , \ .-.. ,, \ ., \ 1 .. , - , \ _ i is --, _- I 1.j _ \ — . -__1. S70 11 3 . 3.5313 1.A IC SCALE i __._._- p f, , 850 C\19 _`. — `' no \ _. r --..,. I 1, _ __ _ _ _. ' \ Nm --11 \ `.' K 30 0 15 30 60 ,120 SCALE , `—RECENTLY S13 22' 56.50"UV 1993.53' S13' 23' 0.3.50'W 1993.53' ,{ _ �P f`rrxgA4JL �G\;All;lid OF vCPC,O...._ -. WITH PHASE is CONSTRUCTION TO REMAIN \` ' _- - _ /' irr r ,, BER 7) C, taT-a,t I APPROVED IMPACTS TO COUNTY - 1 =30 t EA ;F N' (Ud 1l36 ''C n� KMARD RIVE (ROUTE 140 } Ef `F t{or _ \x;M Nr.: L,\.aFMF�r (ca 1L3f F A ED (VAR. WIDTH PUBLIC R/W} _ - PG a18> \l HL VAr_ATED WITl DEDICAn{;r. - `EX G y" DIP WjLT W 5 % H mna.aR R!4F ;.;+t o v'a;. ; ISTIN fl \ WITH PHASE 1 UNDER WPO 201500025, 000z SLOPES `� E i � REMAIN WITH THIS 11� _ ( IN ET SHEET O. DEVELOPMENT EXNSTING 8" DIP W/LTO L ,t n avrl I)t li!;ra NAu c ,I:.; +r , ' FE > " a WITH AN ADDITIONAL 655 sf OF E N ❑ REMAIN WITH THIS 1 TO H VACAIE:-) L=55.734, R=667.640 PROPQSED`(MPACTSWITHTHISPLAN. ', = "inch = 30 'ft. c, 11 DEVELOPMENT HEt1kMa.R DR VE ni r, r_' . rvar. \ ` / _ ..._ S12°7; 46.50 W 1993.53 y �' , - Wrl �.)k'Dr, ,TIC''d 0 f'UE3LiC ,� ®= 4.7832 :'. ;t; ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern: 2. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. 5. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, lesser slopes CUT AND CAP EXISTING 8" DIP WATERLINE � CUT -IN CONNECTION WITH 8" ISOLATION G.V. 0 8"x8" T.S.&V. of 3:1 or better are to be achieved. 6. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County APPROXIMATE LOCATION OF EXISTING PRIVATE WATER LINES, WATER CONNECTIONS, SANITARY SEWER PIPING �- Q & SANITARY SEWER MANHOLES LOCATED ON THIS PROPERTY SHALL BE A��vT�� ABANDON. ALL PRIVATE SANITARY SEWER PIPING SHALL BE PHYSICALLY \° DISCONNECTED FROM ACSA PUBLIC MANHOLES & PENETRATIONS SHALL BE SEALED OFF. THE EXISTING PUBLIC WATER LINE & INFRASTRUCTURE SHALL REMAIN UNDISTURBED & ONE EXISTING WATER METER I5 SCOTT R. COT LINS _� PROPOSED TO REMAIN FOR THE THE PROPOSED BUILDING. � �._) Lic. No. 035791 SITE PLAN NOTES: 11_� a. 3 REPRESENTS 3 PROPOSED PARKING SPACES. �O� i �t 6 2. SEE SHEETS z & 3 FOR BOUNDARY DIMENSIONS, METES AND BOUNDS, AND SURVEY INFORMATION.Z 3. THIS PROJECT IS NOT LOCATED WITHIN THE ioo YEAR FLOOD PLAIN LIMITS. �SIONAL E 4. CONTRACTOR SHALL VERIFY ALL ROAD CONNECTIONS, INCLUDING RECENTLY CONSTRUCTED AREAS, VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES. Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. S. NRB RADII SHOWN, REPRESENTED WITH AIR', DIMENSIONS THE FACE OF CURB. - 7. E All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. FIRE HYDRANT. FH TO REMAIN & PROVIDE 6. THE PROPOSED BERKMAR DRIVE RIGHT OF WAY EXPANSION IS FOR THE R/W DEDICATION, PEDESTRIAN IMPROVEMENTS & Unless otherwise noted all concrete pipe shall be reinforced concrete e -Class III. SERVICE FOR THE PROPOSED BUILDING _ ALL HVAC UNITS SHALL BE ROOF MOUNTED. MECHANICAL EQUIPMENT SHALL NOT BE VISIBLE FROM THE ENTRANCE CORRIDOR. 8. 8. Unl P P pipe _- _._._..___.__ _ .1.1.11 _ 1111... .1111_ ___ __.__....__ .1 _____ 11.1.1---_ �- } .-- - +`� .1111.__. __...___ __ �. 1 1111_ -.1.111.. �,,^,r 1111 _ � ',4°� PROPOSED STREET TREES ALONGSIDE BERKMAR DRIVE C 9. 9. All excavation for underground pipe installation must comply with OSHA Standards for the `a'f --- �V - - �� F r 9 CFR Part 1926. K': - -- -._ Construction Indust 2 __ : TRIP GENERATION PLAN (SCALE/"=s0') I cr.-2 I I CG -7 NOTMI L TW M *T ft PRfUV OR 4W *1 Pa,AM 2; CON1CWTIE TO BE CLAS A3 IF OAST A RAM <000 PSf 3F' pltvr 'ST'. '- &WIZ OF WWI I PFF�gNR AES d. THE FD" OF CLHEF MAY HE REDLIC;D AS 3,�yJOH STANDARD DESIGN SPEED '2* R ,. •. LTE. Ci1R8 WILL CO1A40 YRT#3 THE TOP C1 OFA � CF TFC PAYOEIPT IS LAE FLARE LS RATE O 9F AS S O iiE CEPTN 15 TO BE l�" ki �%Q1M11. P. TTO&M, WOE w,1 - H't VON A IIECREA>C"Oft Alt RM�.'Aff M,.p' A,�'• L 9, - FO AYS MI d"Kd"Kr.2„ RKk.E .�, ., TAxa Tt TREATED PINE 80 OR G/i..V. STEEL SOIJ a SEE 6" WIDE RE �'"" MATERIAL b,a PA•A 6LOCX UT FaR vsE MF T, REaAasvc oATaAceu Gir--- GOHt'AYr(AC STCEs RN.00RCOUTS, _ n- ka'A- ,f, R•. S„C?CKETUT FOR MAINTENANCE %4 .'.1 2500 P.S.I- REPAIR Y CONCRETE w 27Y'4" MIN - 28%" MAX RAIL HEIGHT 6..... 6,. , 3'^Y/x" 3'-tls" 3•8fs' s'-rfs" 1p. I� II •I 1) 41 !I FI J. GR- GR -2A (w I" POST SPACING; i3'•il.fa" MST "`7'ACMI MPX 011HAdIC 4EFLECm 3• MAX PYNAA3C OE€L€CT*N - 2' NOTESr �Fff T GwVOAA4 C.00AT104S SHOWN ON PLANS ARE APPRI.XIGATE ONLY ANO CAN BE A7}JL5?E9 iHAMh:v CQN5Tr'31}C7K)N M' AHD Y AS O#RECTE a B. TIE AISTE KR. a OPTM?!da- 4Ti. ME FHOO K T PN. 2A OP 3ONAL CA•2A AtE O(s FOR OETAk.S O% POSY Ad{f BLOCV.AUFS SEE SHEET k0, vaf,O� 435s.Nci R£°TYE9 NA'A. 1:SWG ADfkTlplill FOR DETAILS Of ML ELEIJEMT, RA,. SIRE 1ONT AID R94L tlK BAOYS OF POSY ASSOCIATED HARDWARE SEE SHEET NOS _II1.91 Nod 50tD2. M re,EH NESTED &ALL OR AA rIONAL RA£. IS W -ACED CMI BACK 4F POST RAIL ELEMKNTS A{D£ FRA4YV,"O SHOW MAW44 FOR 9*1 FOR 0-2A T14E POST SPACING- WILL K V ,V, BETWEEN 5 FEET AND T94 FEET. ' ALL GUARDRAIL POST5 SHN.L B€ SEP PLUMB. PAST SMAS 1%J? BE SET MYTH A 1'ARtATK3N t?F MO, THAN iS•- l'[R iCk'}3' FNttCM VER33CAL, w-B?'AM. BLOC%PU{S, M;4 POSTS $HALL P,2 SECTrc11t 655 L1f"a TIE SPEG�eCAY�aNS.N OR FORCE, A3 PER xt GR -2 AND CAR"2A RAO. 6 ki, 9E UMTA�`�F:'a AT A Witt OF 27�A MAT{ 29�'e' AMAX AS MEA%,gFO PER STANDARD O R -A6. IgAiNEA11 RAGS SKkL 9E LAPPED N "DRI£ ORFCTION OF AR TRAVEL FOR THE .FINISHED RO"AY, 111E ;p110NA' ixF^2A WE YHOTYa OF NESTER NE RAN. OR £f=:E OT' 811 A':Ez1YNftNAL RAI.'. THE BACK iN' ,Ill OST' FQR 574YDAArS CR•2A SHAT! BE APPROVE4 BY T#E M41' tR PSTOR TO INSTALLATION, FLARE RALES DESIGN SPEED 'VS>z1E $E'(IitW+ SHY L+lcE w4 LAE FLARE LS RATE FLAG£ RATE TO IT DEPARTMENT APPROVAL, w,1 - H't r." 101,E- - - ° --_ 1 8dNt; F- TR AIE4 d"Kd"Kr.2„ RKk.E RECYOLM MATERIAL. TREATED PINE 80 OR G/i..V. STEEL SOIJ a SEE 6" WIDE RE �'"" MATERIAL ro 4: > FOR O -EW 3 A+AsfeMUM FLARE RATE R SEh# R,GA 137&RE.R 9YSYEM5. .' is t;)I', j"�•• . A Copy CA' THE DRtaoj'Al SEALED ,MD S CICO DRAW✓N"S tS ON FILE N1 THE CENTRA OFFICE. .. ;.FEOSTChi[t8R- . ROAD AND P 3rAhJARM STANDARD BLOCKED -OUT W -BEAM' C;UARDRAIL - REFEAE:E'i SkEr i nF a I RMSION DATE tSTROMG POST SYSTEM) 9 601,04 - W14 VIRONIA YEPARTMEN7 OF T449PORTATI01"I ' TIE OPTKrN OF AE409" AT ___.- i• rr,napBEasnxR � a/c' acAtk e.� �stPtavc •,� \ "xzu. /r IkC USE CIN ATTA1eS.FICZC FAMILY .,✓ !?•'�aii Ri#1Ai. a�.1t4TCffis MY f'a'1At., f:E$'!3CNtFAL .. .,. j" ".-_.._...,-^'' AND DRsi;GATfOB 97Y4T4� # _ I _s^a1^rt^ TEE RtxITO 5'M;AtE) Y1i(YIG'3 I(' �f G'UAL SEFY±efgE 1 __. t" CSlw RE5SK65 * 3/l' MAT,.'c P:P,F. Lf�,T'U;iG a.; ArPkaata etwAL I _ ;r. USE Q`9 C-ITACQU 5NMIF FANCY RE�1G`1�F1TAd SEVACE * ANE AN ArltA.104 .1", IS h -I pkKh"IEE" s3Nca� S_v-YS`Ui%,= to INDOLES $HALL E£ kJ3iA G44 FAC �,f£ Y LA_7 RLIN UO !£ ^P`"NRRREp CRAGC Lv.xw*40 L aax ❑n;e€?)' $ENP MIAY1G D h Tf 1y ��^--ikrsaf A5. u�S(W STL,H` NECC-imAR'Y' TYPICAL S�.;ftVICE LATT: RAL INSTAi._LA 11ON (5,18" & 1' METERS) HITS FIG, W -6A NOTESt 1 Tw ITEM um BE PA&CAST OR cow #! PLACE. 3. TbNC�.'Flr TO HEC SS 47 F CART i4 PLN:E. soca T�5t!&' PRE�,L�Y', 3. Tg1iEN HUM A RA= t OAR SI (FjTLD% TACE OF CLIA *KL ,,M Epi A$1:AC k CCMBN. w" am k 4. 0"MTq i4 ALLOWABLE G#BTFtAA FOR TTi 119E OF 1012-7 Y BASED AN RCAAfwAY 1#,A�'i5C'ICAi1aN 00 De" SPMA AS SHt,YII N A OFSTT RM JOESM 4 KAIC . N Tt€ SE4ri1C41 ON G.,�R�Rlllr°t0» Tic NBT,MNp£ wM 9TANaA+IMMS cuT RR NATE AT 7. NilR7 C(.M/61ATMMM MDFAN#TAAF;. LiYM A}U (iRPTT$'at E T7(9>d7.'T1C .r� Ct1T'TC#MS OR 'STANCAMC 4`ANCC"T FCR aRf T MlTERSQCTIOTiB tiI£' TC #LSuB iFDe HSAERdM84£ CigSiANRAR(1AFt OOtP7filRATMNN A.4ATEO. SHEET COMBINATION 4'1 CURB AND GUTTER ROAR *0 aWM STAW)M S l.T1EE7 T OF T fCVRAON DATE VAVWA DWARilE;4tT OF 7A001WADW GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SIL TA TION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3.• I OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP --RAP OR STABILIZATION MAT LINED DiTCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL, 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES 8, UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS /A 9. ALL EXCA VA TiON FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). GRADING 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, 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 VEGETA77ON 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. COVER :...I 1 NOTCH H 114 1/2 12 3118° WATER CAST 2RnN LID METER 8OX PIPE SL':)T (2 PLACES) (1) A 1-3/4' jD1AMCIElR POLE IS REQUIRED IM THE LICA FOR T0Uffi`p RFAQ METERS, TYPICAL_ METER BOXES NTS t iG: §ti -7 T(.)_+3 CC -12 NOTv C(IMPONENT$ OF CURB RAMPS C,7rrFN,T # ! F0S.i'OW"C' HYDRADtLIC CENQIT SIDEWALK DUEPPH IN WC'HES. AREA N SOVARE YARMY C^ CURD WHEN R O(IARCD IC(L2 OR Cr -3 IN LIFEAR FEET) 3 NERAL NOTES- DETECTABLE WARNING SUIVACE (AREA IN SQUARE YARDS) f. teE OMCTABLE WARkNG SHNA. Be PRO11OEa TRY TRUNCATID VOWS, ACH OFTN� AD4VE 9P I5 A SEFARAT PAY ILEI AND SNRCDLI? 2. D7T£OTARE WARt04Q SHALL DE FfROM THE MATE€7Sk.S APPROVED LASS' FOR ?.AAAMARtXEO FOR r CllRB Ct1. DETESITl .E WARNNC SUFAICES. PRODUCTS NOT tCTEO SHALL MEET - -5 ALK- -RAMP lVt MAX R'NE 18EONiF1EARNTS- OF THE SPECtAE PROVISION FOR CC -12 UEM:TWA #&r tNAY. WAfiTsaKC "''t '.4CE AND 5„ALL BE %OATIM T'4 THE STANDARDS A810 sP€CUA. s"IE'.3k5N SEC73ON FOR APPROVAL. .. . 3. SLOPHRC IBES OF £TATRRAND' MAY BE POURED' M4YifiitTR!ICALLY WaTH RAND M• ' +` r;.Cok OR BY USING Pvtw3SPREML R�a�Jt,E CONS%NU PON ac 1 7erYN RE'�Apo t3NYu'., �, n4A .FA1> FLAW 5 CEA1S,1 �S�%ST YtAC£. Af000 �tE R.AGfM£NEL T � �� ."K1sl M/+X PR cAsr TAHF FYpNR PRECAST eONeRT S,iya c Ass A -s. TYPE A $, REQIJMtE4 BMS ARE TO BE No.5 X DI Pf.AC64 FCENTER TO CENTER XiXIG BOTJR # 3fi3 0€ T1s RAMP PLOOR.1!MQ•tYEs�Tte aF tr FLOOR, �rrNpur>rA PERPENDICULAR f,LMNXeETE CQF£R .YR- 8.CiNB !MAY SL f TRAN'SI MbNS ADJACENT TO CM RAPS , �^ ARF. $*A.tm_Ag AT AAYLI ME FOR CURB r CURB AND GUTTER. g"6aN 3- CUA RANWS, AHE •10 BE LG'CAT£O AS SHOWN ON Yr* 4'LANS OR AS ORZOTECI - t t,,,M '.- -•"'> AY THEA,1SDENC,%k RI RCIUvft wf1`1#N T.{E-RKHt OF WAY OF A H "AYY €EY AM TO BE PROVIDED AT INrEWC7NQI,6 A WHEREVER CROSSES A CURB REgA� 2V GF WHETHER b7k;WALK iS EX43TM'NIYOROSELR: - - tYR iALktEATENT, 1' Y MUST BE.LOCATE4 PEGESIMAN CROSSWALKS AS _S ** (7N PL44 iR AS S EC?.ED BY 4Ytt tkmeER: AHD RiDLL9 NO, TYPE 8 BE LOCATED BE+iND kEy� E S?OP LIMES TING UGHT FCLES. FgSE - NYDRMlTS. RRCP AitETS. C. PCGE$SOL R YES PROVE A CCN31NUt' W PA . LLEL URC385iRiIC10, E0 STAIR,,:. F:n2M ,YAfl SLP )MATSTANT' PATH CDIMIEED104 ALL ACOES98tE EL 'MFJLI QP A PA&'9,DTy 1'NAY CAN 8F: A�'ROA�iEAe TERE4 AftO LtsE0 BY 9E:4'rE ITRVAA . B, RAMPS NAY 6FTAG'F.a ON 7RAQAt OR TA+OENTInV SEC?"5 FROVIOED THAT - 121140 Tit£ CIM OPENPR4 s FLAOW VOI N THE MUMS CIF 'T,fE' CROSSWALK AM) - WIMAX .. I KAT THE SLOPE AT THE WNNECi" 4T I)*-Ctav OYR a c is - M P68PRNI=U RF3 19 irk Ci43Rt2. 6`9N, 4, FYPlGAL GD'AA;REPE SM .WALX !-5 #" TfiFGRL riH'EN Tl$ EkHRANCF RAOACNNNOI AO',xM.MJ9DA?£ ?P$ F{JRNPiLt REOtItTE9AENtx t7F AHTiO#?01TO W-A.YY TIT" A„ TRAFFb, REFER ;O Sa ANOARO GG•f3. COMMEP,01A{, EMMRAAI•E, ttE.AVY �_,_,,.........:.-"� .---- 2�1RGH."RNTHAN rRucK TRAFPIGTFOR aavcREPE DEvrH. _ � , !a. MrNEM CW3 RATA'S ARE EO Mt GCR4.DitiCYpCK iNtTN A S'-ARED USE PATft. AT XX .SAY€ AS TOP OF GURO T:.E tAMrtkiAt 'NTH S,+sw BE TFfE 'A`Mz?H f%• TFiE SltAfiE3i USE PATH, f n. YV FN NAY ave aAa9 B 5 PROV O FaR Prra CROS54NO5 CKAGONALT. TYPE C A a•;r A'I,A7MMhiG AREA iALz BE TxRovADEO Ta N NM;iflIER A'W�-@•£LOIW. - PARALLEL PERPENDICULAR INT;? THE CROSSYlALK Wt'tipYT COMIC MtTO IHE TRAYE(.WAT. 7145 41A V (.ANf,NkC AICA MAY MTC' THC OUTTEff FAN. . i2. ALO. CASES WMEtRE CUh-B ARLPS }NTERSEOT A RhL1AL C1-M1MXADRiY8PIAFIVAGT S€MYRINGESSHACLRE SHYAkVEEE'TA CiOACNtMtE�CTyiORNA,",F.SYVNSMt iSECTr#0, - u - r a7p3CATOEfD DOME O � Sll Be FIELD AS REr Ac IN o NATCE THE EAU 0" 3 Q Sb� 0000 d 64Pa •�k (,tNpilr4 PAWfM 0'0 GGO ^N ' U 4 :J D O O P G O ✓� O a 4 U M U p a © a U A U O (7 4 G O O '° GCMOGGa GOQ GCSG64 a 0 G 0 O a ,i"t.ETECidBr• wANhi_, fj T4 A' 1jACK `+_'VMR?ASi.f.. FULL OF RMiP ft.0©R SEE NOTE Q. "..• , ""--`^'_'"..}';BA "4 �-'AilFMi Y' !3F .,,.....-_ DETECTABLE WMNING TRUNCATED DETECT E WARNING INSTALLED N A RADIUS DETAIL ETAIL FUAiAA4R,=.$YAAKP CG -12 ?- LCT dSBLG tt1 ) CSR�6IOGE ,GEA.''ciGItlEN SmETT r ae x KEVSOX D VIE (GENERAL NOTES) i os 3a>T.LDS 02Vt5 "A WPANYVENIT OF TRAV3:'•0RTATVN SO2 MI i I. C EXISTING _ANI TARP CAPPED ENDS PAINTED BLUE IN REMOTE AREAS a AS DIRECTED. MARKER LOCATION MAY BE SUBJECT d, TO IT DEPARTMENT APPROVAL, 1.5" SM -9.5A s��6 TS'- eDLT ( $"HiJT - r." 101,E- - - ° --_ 1 8dNt; F- TR AIE4 d"Kd"Kr.2„ RKk.E RECYOLM MATERIAL. TREATED PINE 80 OR G/i..V. STEEL SOIJ a SEE 6" WIDE RE �'"" MATERIAL O FREAT£a 6LOCX UT FaR vsE MF T, REaAasvc oATaAceu Gir--- GOHt'AYr(AC STCEs RN.00RCOUTS, _ P#7E, BLOCK ,f, R•. S„C?CKETUT FOR MAINTENANCE %4 .'.1 2500 P.S.I- REPAIR Y CONCRETE rr k Ax THRUST BLOCK LESS THAN P•O^. 8x8 WOOD POST `"3a •�{a _ _ Y FR£ATEi7 TYPICAL GATE VALVE ;.��,�o���r- H INE#..epM: IM- 19.0 TRUE CRT POST LS /FOR USE Wrw vv:iY'•C" WIDE PQ',? CS3FSiGt;PR REIY.ARED sY Y #"" 8t QCKOUT SA FWWE� A THE PLAN- IEDDETAIL l R COURSE, VDOT #21A% COMPACTED 4" 21-A STONE BASE \' SM -9,5 WoFfUllummamiullm tNA $£ HOT ROLL4O 01 W11DE6. POSTYA- DRIVE AISLE PAVEMENT E ry RFs GUARDRAIL iNSTALLATION I� mil Ifs li .. skm DRN .:vi CUM SITES REQUIRING LONGER fMPL 4 a. ,: r: [A GUARDRAIL POSTS u " FOR IV THE 't� =HAWBE T W ; R 'z?C bCLT #J"AA".Y'2" 7REATEB FMx?, I � k ALL aSil-T9. r,tlFx , wA,9NERS. +V.} OTTER I 5E,A3 ARE PO eE GALVAdP7E0, �IKMpy�M,,� �F�g y 00A am 010.1 AA�YMO ww16':d1I I.EN^'M'Illfir'•YSPiaumto Bb.OT:X OR � STEEL. qp &- °, - 1. RECYCLED w 9I I MATEfRiAL ,� d. Y 1 2. ALTERNATE TYPE s#CSTS AHI,? BLOCKWT MAY &: MAT£Rt'.1nfA:EII ON ANY OtiE t7{OeiECi wRTTA YtRAY' SAME C` SUBBASE COURSE p W6xti.S Ott �. TFiE' p,E5TRICTNiN TIRE 0 POST AV 9LOOXORFY isADSY BE USE4 Md ANY -• p SWGLF, RUN OF CUA3tORA&, �� . 4 T. ftl +y. F {yETAM.S OF GUARORAL EtE NT SN'tICE p�� tiiCiaa9MIF, E:TG SEE FREE y - H9LES� 11 TO FAD:Ik.1TATE CAL.VINPZSNG ^ � .fOIYF !{OS„}aL0! :� ;}{}f,02, 4. DRIVE NAIL ON BOTH SMS WIM"i 2" OP !0E ' � DI TQP t.#i BOiFQ?A OF i'R.00Tt00.tT' AFTER : x is T't5 INN3TALLED, M -^M.---- 1 HP' HOLES IN POSTS TO UE 'Xi"f~+ml I CRT POST STEEL, POST S.PEGFtCIrTrlta .. A E'.LM'Y BY 'Its. MWAAL SEALED 9,10 SIGHED DNA* IND ?S ON YRE IN Tris CENTRAL Cvrim, SUBGRADE REiEREF;GE STANDARD BLOCKED -OUT W -BEAM GUARDRAIL PAVEMENT (NO SCALE) HUD AND 1WOCE STA°BNADDS iEYtAON aAre S QET 2 OF 2 z223+' (STRONG POST SYSTEM, POST AND �QGKOUT DETAILS) 3O5 GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SIL TA TION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3.• I OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP --RAP OR STABILIZATION MAT LINED DiTCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL, 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES 8, UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS /A 9. ALL EXCA VA TiON FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). GRADING 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, 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 VEGETA77ON 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. COVER :...I 1 NOTCH H 114 1/2 12 3118° WATER CAST 2RnN LID METER 8OX PIPE SL':)T (2 PLACES) (1) A 1-3/4' jD1AMCIElR POLE IS REQUIRED IM THE LICA FOR T0Uffi`p RFAQ METERS, TYPICAL_ METER BOXES NTS t iG: §ti -7 T(.)_+3 CC -12 NOTv C(IMPONENT$ OF CURB RAMPS C,7rrFN,T # ! F0S.i'OW"C' HYDRADtLIC CENQIT SIDEWALK DUEPPH IN WC'HES. AREA N SOVARE YARMY C^ CURD WHEN R O(IARCD IC(L2 OR Cr -3 IN LIFEAR FEET) 3 NERAL NOTES- DETECTABLE WARNING SUIVACE (AREA IN SQUARE YARDS) f. teE OMCTABLE WARkNG SHNA. Be PRO11OEa TRY TRUNCATID VOWS, ACH OFTN� AD4VE 9P I5 A SEFARAT PAY ILEI AND SNRCDLI? 2. D7T£OTARE WARt04Q SHALL DE FfROM THE MATE€7Sk.S APPROVED LASS' FOR ?.AAAMARtXEO FOR r CllRB Ct1. DETESITl .E WARNNC SUFAICES. PRODUCTS NOT tCTEO SHALL MEET - -5 ALK- -RAMP lVt MAX R'NE 18EONiF1EARNTS- OF THE SPECtAE PROVISION FOR CC -12 UEM:TWA #&r tNAY. WAfiTsaKC "''t '.4CE AND 5„ALL BE %OATIM T'4 THE STANDARDS A810 sP€CUA. s"IE'.3k5N SEC73ON FOR APPROVAL. .. . 3. SLOPHRC IBES OF £TATRRAND' MAY BE POURED' M4YifiitTR!ICALLY WaTH RAND M• ' +` r;.Cok OR BY USING Pvtw3SPREML R�a�Jt,E CONS%NU PON ac 1 7erYN RE'�Apo t3NYu'., �, n4A .FA1> FLAW 5 CEA1S,1 �S�%ST YtAC£. Af000 �tE R.AGfM£NEL T � �� ."K1sl M/+X PR cAsr TAHF FYpNR PRECAST eONeRT S,iya c Ass A -s. TYPE A $, REQIJMtE4 BMS ARE TO BE No.5 X DI Pf.AC64 FCENTER TO CENTER XiXIG BOTJR # 3fi3 0€ T1s RAMP PLOOR.1!MQ•tYEs�Tte aF tr FLOOR, �rrNpur>rA PERPENDICULAR f,LMNXeETE CQF£R .YR- 8.CiNB !MAY SL f TRAN'SI MbNS ADJACENT TO CM RAPS , �^ ARF. $*A.tm_Ag AT AAYLI ME FOR CURB r CURB AND GUTTER. g"6aN 3- CUA RANWS, AHE •10 BE LG'CAT£O AS SHOWN ON Yr* 4'LANS OR AS ORZOTECI - t t,,,M '.- -•"'> AY THEA,1SDENC,%k RI RCIUvft wf1`1#N T.{E-RKHt OF WAY OF A H "AYY €EY AM TO BE PROVIDED AT INrEWC7NQI,6 A WHEREVER CROSSES A CURB REgA� 2V GF WHETHER b7k;WALK iS EX43TM'NIYOROSELR: - - tYR iALktEATENT, 1' Y MUST BE.LOCATE4 PEGESIMAN CROSSWALKS AS _S ** (7N PL44 iR AS S EC?.ED BY 4Ytt tkmeER: AHD RiDLL9 NO, TYPE 8 BE LOCATED BE+iND kEy� E S?OP LIMES TING UGHT FCLES. FgSE - NYDRMlTS. RRCP AitETS. C. PCGE$SOL R YES PROVE A CCN31NUt' W PA . LLEL URC385iRiIC10, E0 STAIR,,:. F:n2M ,YAfl SLP )MATSTANT' PATH CDIMIEED104 ALL ACOES98tE EL 'MFJLI QP A PA&'9,DTy 1'NAY CAN 8F: A�'ROA�iEAe TERE4 AftO LtsE0 BY 9E:4'rE ITRVAA . B, RAMPS NAY 6FTAG'F.a ON 7RAQAt OR TA+OENTInV SEC?"5 FROVIOED THAT - 121140 Tit£ CIM OPENPR4 s FLAOW VOI N THE MUMS CIF 'T,fE' CROSSWALK AM) - WIMAX .. I KAT THE SLOPE AT THE WNNECi" 4T I)*-Ctav OYR a c is - M P68PRNI=U RF3 19 irk Ci43Rt2. 6`9N, 4, FYPlGAL GD'AA;REPE SM .WALX !-5 #" TfiFGRL riH'EN Tl$ EkHRANCF RAOACNNNOI AO',xM.MJ9DA?£ ?P$ F{JRNPiLt REOtItTE9AENtx t7F AHTiO#?01TO W-A.YY TIT" A„ TRAFFb, REFER ;O Sa ANOARO GG•f3. COMMEP,01A{, EMMRAAI•E, ttE.AVY �_,_,,.........:.-"� .---- 2�1RGH."RNTHAN rRucK TRAFPIGTFOR aavcREPE DEvrH. _ � , !a. MrNEM CW3 RATA'S ARE EO Mt GCR4.DitiCYpCK iNtTN A S'-ARED USE PATft. AT XX .SAY€ AS TOP OF GURO T:.E tAMrtkiAt 'NTH S,+sw BE TFfE 'A`Mz?H f%• TFiE SltAfiE3i USE PATH, f n. YV FN NAY ave aAa9 B 5 PROV O FaR Prra CROS54NO5 CKAGONALT. TYPE C A a•;r A'I,A7MMhiG AREA iALz BE TxRovADEO Ta N NM;iflIER A'W�-@•£LOIW. - PARALLEL PERPENDICULAR INT;? THE CROSSYlALK Wt'tipYT COMIC MtTO IHE TRAYE(.WAT. 7145 41A V (.ANf,NkC AICA MAY MTC' THC OUTTEff FAN. . i2. ALO. CASES WMEtRE CUh-B ARLPS }NTERSEOT A RhL1AL C1-M1MXADRiY8PIAFIVAGT S€MYRINGESSHACLRE SHYAkVEEE'TA CiOACNtMtE�CTyiORNA,",F.SYVNSMt iSECTr#0, - u - r a7p3CATOEfD DOME O � Sll Be FIELD AS REr Ac IN o NATCE THE EAU 0" 3 Q Sb� 0000 d 64Pa •�k (,tNpilr4 PAWfM 0'0 GGO ^N ' U 4 :J D O O P G O ✓� O a 4 U M U p a © a U A U O (7 4 G O O '° GCMOGGa GOQ GCSG64 a 0 G 0 O a ,i"t.ETECidBr• wANhi_, fj T4 A' 1jACK `+_'VMR?ASi.f.. FULL OF RMiP ft.0©R SEE NOTE Q. "..• , ""--`^'_'"..}';BA "4 �-'AilFMi Y' !3F .,,.....-_ DETECTABLE WMNING TRUNCATED DETECT E WARNING INSTALLED N A RADIUS DETAIL ETAIL FUAiAA4R,=.$YAAKP CG -12 ?- LCT dSBLG tt1 ) CSR�6IOGE ,GEA.''ciGItlEN SmETT r ae x KEVSOX D VIE (GENERAL NOTES) i os 3a>T.LDS 02Vt5 "A WPANYVENIT OF TRAV3:'•0RTATVN SO2 MI i I. C EXISTING _ANI TARP CAPPED ENDS PAINTED BLUE IN REMOTE AREAS a AS DIRECTED. MARKER LOCATION MAY BE SUBJECT d, TO IT DEPARTMENT APPROVAL, 1.5" SM -9.5A I� �f - BETWEEN EXISTING PIPE 0 Z - N it ADJUSTABLE VALVE BOX W/ LID II U „I - - - - M.J. GATE VALVE .. .. ....... .......... .... ...... SPLIT -FACE BLOCK ENCLOSURE TO PLUS 8". ^S 2;-0" MATCH PROPOSED BUILDING .................... WATER UNE Na. E8 STONE BEDDING - ToA�(ym, basm %4 .'.1 2500 P.S.I- CENTER W/RISER CONCRETE 8 a 2'x 2' BEARING AREA. THRUST BLOCK Q 4 a a NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. BE FIGURE CONSTRUCTED AS SHOWN ON FIGURE S -1-A TYPICAL GATE VALVE ;.��,�o���r- NTS IM- 19.0 FIG- W-5 a . a \\\ �i 8 COMPACTED F, ;j\� AGGREGATE BASE``�\\�.:�,r�. r 1t�E1r�R 'W�i IRAN. l GEOTECHNICAL ENGINEER FOR FINAL CONCRETE COURSE, VDOT #21A% COMPACTED 4" 21-A STONE BASE \' SM -9,5 WoFfUllummamiullm CONCRETE SIDEWALK (NO SCALE) DRIVE AISLE PAVEMENT (NO SCALE) 2 t A 8 I� mil Ifs li .. skm DRN .:vi CUM •,.i fMPL 4 a. ,: r: [A kLAAAp1P " FOR IV THE 't� =HAWBE T W ; SURFACE COURSE VIII �IKMpy�M,,� �F�g y 00A am 010.1 AA�YMO ww16':d1I I.EN^'M'Illfir'•YSPiaumto .. OrJC r ;i)°, ;11 3 BM -25 ERE" ' Ilii ��� I L_ MR1FMM I SUBBASE COURSE . YIRiRtFPA aEQARTNENT' QF TRAAi$PONTATd+X'{ '.. r7$1tA 54t.US PA VEMENT 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 CORRECT/ N. 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 METS REQUIRED GRADATION FOR TYPE 1, ll, OR Ill PRIOR TO PLACING AGGREGATE BASE, 4. THE REQUIREMENTS TO PUGMiLL AGGREGATE BASE WILL BE WANED IN THE EVENT THA7 THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THEINSTALLATiON OF THE AG"REGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR: TO 60 DAYS, THE PUGMI_L REQUIREMENT WILL APPLY. 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE AND COMPACTION BE RE SURFACE TREATMENT iS APPLIED. 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRiOR TO PLACEMENT OF ASPHALT (PRIME COAT RC -250 ® 0.3 GAL./SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTWENT OF TRANSPORTATION SPECIFICATIONS. 9. ENCROACHMENT` POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DP NOT ENHANCE A ROADWAYS CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WIT iN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RiGHT OF WAY.' DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT OR AN APPROVED VDOT PiPE MATERIAL. 2. STANDARD UNDERDRAINS (CD -1 OR CD -2 OR UD -4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FiELD CONDITIONS INDICATE. J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET 1N LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED 1N ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. 4 Dia. (min) !Steel Ripe Filled VNi:th Concmte s Finished Grade v - 1. Bollards shall be spaced :911C;ete not more than d' oa. = _ ootec 36" 2. 9ollards shall be located -._._, ........................_...._. _. Min. less that Timm the prow 4 _ object. i, rYrn. Dia. Typical Bollard Detail SnVFR SFIRVICIE LAIFRAL CONNECT CIN NOTES; T. WBERE A SLWER :z R'VICC LATERAL CONNECTS TO A MANkKC',i.. ANC) NO INIWi3 LEVATiON FORTE S-R1ACE LATERAL IS IN)DICATFD , THE TGR (CROWN) Fi VA; ON OF THE SERVICE LATERAL PIPE SHALL, t3F Al t,EAST 0,2' HICAFIFR THAN THE TOP (CRDAPi) FLE VA110N CE- THE Tn4E :_OWESi PIP. CONNECTED O 1H 'MANfISDt:E. 2 -EW'-R LA.Er.AL.,r TAPPED INTO AN r✓)0°aTSN1r, sE'vrlvR MAIN Ski1,i'L R CONNEOUX, USNC A PIPE SAIAZ 3, N.VNIMUM, GRADE FOR SEWER SERVICE CONNECTIGN SHALL BE 2% j� (1/4" PER V0 -__T) „...-.i ....._x.-=,.� 4, ALL SEWER L TFRALS $HALL HAVE <A MINIMUM COVER 01AMETER OF 4` - 5, ALL SS4'iER ;,AT'EIJA{,S 5JTA,L HAVE' A MNIMt(Pd (COVE'.?, OF 3 FEET/. oll r . r SALT -f TREATED FINISHED GROUND 2 x 4. AAARKF-R i S\ �' PLUGENDfit- MAIN LINE t r C�IC}I i SERVICE LATERAL L � r_ UNE 'RYE -TEE EE PLAN VARIES Pt, SEWER SERVICE ?_ATEF�AL CONNECTION 3v.T,R, ID -33 PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE WITH PART V, SECTION G OF THESE SPECIFICATIONS. LlNhTS OP FENCE i D BE DETERFfNED BY PR)JEOI ENGINEER SNOW FENCE BOARD FENCE TFIANGUi AR BOARD FENCE TREE PROTECTION DETAIL CORRECT METHODS OF TREE FENCING CORRECT TRUW ARMORING PRESERVATION FENC )(RD FENCE A?TIC FENCE PLACE I' GALVANIZED " WITNESS " POST WITH C EXISTING _ANI TARP CAPPED ENDS PAINTED BLUE IN REMOTE AREAS a AS DIRECTED. MARKER LOCATION MAY BE SUBJECT d, TO IT DEPARTMENT APPROVAL, 1.5" SM -9.5A FINISHED GRADE -� - BETWEEN EXISTING PIPE 0 Z - N it ADJUSTABLE VALVE BOX W/ LID II U SURFACE COURSE - - - - M.J. GATE VALVE .. / SPLIT -FACE BLOCK ENCLOSURE TO PLUS 8". ^S 2;-0" MATCH PROPOSED BUILDING r WATER UNE Na. E8 STONE BEDDING - EXTERIOR STEEL BOLLARD (TYP.) %4 .'.1 2500 P.S.I- CENTER W/RISER CONCRETE 8 a 2'x 2' BEARING AREA. THRUST BLOCK Q 4 a a NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. BE FIGURE CONSTRUCTED AS SHOWN ON FIGURE S -1-A TYPICAL GATE VALVE ;.��,�o���r- NTS IM- 19.0 FIG- W-5 PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE WITH PART V, SECTION G OF THESE SPECIFICATIONS. LlNhTS OP FENCE i D BE DETERFfNED BY PR)JEOI ENGINEER SNOW FENCE BOARD FENCE TFIANGUi AR BOARD FENCE TREE PROTECTION DETAIL CORRECT METHODS OF TREE FENCING CORRECT TRUW ARMORING PRESERVATION FENC )(RD FENCE A?TIC FENCE "ETD 5 DOGHOUSE BASE NOTE. CONCRETE C EXISTING _ANI TARP ON � T CO�CRE.E BLOCKS �`-.. �� SEWER PIPE SHALL BE 3000 psi AT 28 Dr- 1.5" SM -9.5A BE PREFORMED BY - BETWEEN EXISTING PIPE DAYS OR STRONGER. G 10'-'0'" "r-FC-CF L TYP SURFACE COURSE SAW CUT TO FIT PIPE .. r ;,II SPLIT -FACE BLOCK ENCLOSURE TO PLUS 8". ^S 2;-0" MATCH PROPOSED BUILDING r 5' MIN. i Na. E8 STONE BEDDING - EXTERIOR STEEL BOLLARD (TYP.) SOLID CONCRETE BLOCK (VARIABLE W1D TH) CENTER W/RISER 2" IM-19. !ma' c�c NOTE: BROOM FINISH 6x6" W2.1xW2.1 WELDED MANHOLE ROVE BASE SHALL 4" CONC. BE FIGURE CONSTRUCTED AS SHOWN ON FIGURE S -1-A SUBBASE COURSE ;.��,�o���r- 7" CLASS A3 CONC. IM- 19.0 / i 7" 21A STONE a . a \\\ �i 8 COMPACTED F, ;j\� AGGREGATE BASE``�\\�.:�,r�. DETAIL ti CONCRETE DUMPSTER PAD 12.68 NOTE : CONTRACTOR TO VERIFY WITH ON-SITE l GEOTECHNICAL ENGINEER FOR FINAL CONCRETE COURSE, VDOT #21A% COMPACTED 4" 21-A STONE BASE \' SM -9,5 SUBGRADE CONCRETE SIDEWALK (NO SCALE) DRIVE AISLE PAVEMENT (NO SCALE) 2 t A 8 LIGHT DUTY PAVEMENT 11.55 1" SM -9.5A 2" SM -9.5A SURFACE COURSE i SURFACE COURSE VIII 2" IM --19.0 OrJC r ;i)°, ;11 3 BM -25 irJ°J jY JOC_,�()'OU��J° SUBBASE COURSE ,)11ar/���tiC J -;q ,�,, ,� ,. �. �LJo)-,�(Jr'N`.�`--�,c SUBBASE COURSE -• , : ,- �- o-, a „ 8 COMPACTED F\ BASE �� . „ 10 COMPACTED .� ,;.. , ,>�: /,>..i' /, ;, ti�� �• AGGREGATE ,</�\1i!%\'�;���%;"'{• \�// �1/ \ � j�/l�'\".',.mil- AGGREGATE BASE COURSE, VDOT #21A'l� � 1;, 'COMPACTED COURSE, VDOT #21A ��!%; COMPACTED SUBGRADE SUBGRADE PARKING SPACE PAVEMENT (NO SCALE) PARKING SPACES DRIVE AISLE PAVEMENT (NO SCALE) HEAVY DUTY PAVEMENT "ETD 5 DOGHOUSE BASE 20'-8„ C EXISTING _ANI TARP ON � T CO�CRE.E BLOCKS �`-.. �� SEWER PIPE r=' DOGHOUSE OPENING SHALL Dr- MIN. 12" CLEARANCE L INCE BE PREFORMED BY h a BETWEEN EXISTING PIPE MANUFACTURER OR G 10'-'0'" "r-FC-CF L TYP AND STONE BEDDING SAW CUT TO FIT PIPE .. OUTSIDE DIAMATF_R SPLIT -FACE BLOCK ENCLOSURE TO PLUS 8". ^S 2;-0" MATCH PROPOSED BUILDING r T2"THICK VDOT I i Na. E8 STONE BEDDING 8"x8"x16" AND 4"x8"x16" EXTERIOR STEEL BOLLARD (TYP.) SOLID CONCRETE BLOCK DUMPSTER GATE - CENTER W/RISER DOGHOUSE MANHOLE BASE WALL_ (4 EACH) NOTE: BROOM FINISH 6x6" W2.1xW2.1 WELDED MANHOLE ROVE BASE SHALL FILL DOGHOUSE OPENING BE FIGURE CONSTRUCTED AS SHOWN ON FIGURE S -1-A ; AROUND EXISTING PIPE / WTH 3,000 PSI CONCRETE OR NON -SHRINKING GROUT ALLOW CONCRETE gAqpL WRAP EXISTING PIPE WITH TO FLOW A MIN. NEOPRENE GASKET MATERIAL 1'-0" BEYOND BASE 1 �y BEFORE RLUNG THE OPENING OF STRUCTURE A NEOPRENE SECURED BY 2 NON- CORROSIVE STRAPS, 1 ON EACH SIDE OF OPENING 12" MIN. CAST -IN PLACE 3,000 PSI CONCRETE BASE FOUNDATION SECTION VIEW ' rNOTES:' 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 TD -26 Pavement Design RF= 1.0 20'-8„ AIY'f 18'-0" 1 -D" ' (TVP.) INTERIOR STEEL BOLLARD, TYPICAL. I SSV Dr- Surfaee h a (TY P.) h a i:}p QI o, G 10'-'0'" "r-FC-CF L TYP 5 EVP.)N0SR 0/P-610 -. � � SPLIT -FACE BLOCK ENCLOSURE TO 0 2;-0" MATCH PROPOSED BUILDING 2,25 (8" WIDTH X 7'-0" HEIGHT) � ?,t5 2l � EXTERIOR STEEL BOLLARD (TYP.) 45* CHAMFER DUMPSTER GATE - Drive Aisles- Light Duty Pavement DETAIL -LAYOUT BLACK PVC GATE 5 NOTE: BROOM FINISH 6x6" W2.1xW2.1 WELDED 5 WIRE REINFORCEMENT 1.2.24 �2" 1.5 7" CLASS A3 CONC. IM- 19.0 / i 7" 21A STONE 2.25 i ' COMPACTED SUBBASE 8 DETAIL ti CONCRETE DUMPSTER PAD 12.68 NOTE : CONTRACTOR TO VERIFY WITH ON-SITE l GEOTECHNICAL ENGINEER FOR FINAL CONCRETE � 1 DETAILS � CIL GATE PIN SM -9,5 BLACK PVC GATE 2.25 BOLTED TO IRON FRAME Pavement Design RF= 1.0 Location AIY'f HCV design CBR SSV Dr- Surfaee h a Base b aSub-base h a i:}p Drive Aisles- 1-.leavy Duty Pavement 4182 5 533 � � 12.2 SM -9.5 2 2,25 BM -25 � ?,t5 2l � 10 €J.�i }x.95 Drive Aisles- Light Duty Pavement 4 3 5 1533 5 5 1.2.24 Slut- .5 1.5 2.25 IM- 19.0 2 2.25 21A 8 tI.6 12.68 Parking Space Pavement l 5-1-51 � 1 5 � 4°07 SM -9,5 1. 2.25 IN4 -19.0 2. 2.25 2 t A 8 �6 11.55 ZK 0� SCOTT R. COLLINS']Z U Lic. No. 035791,2 525 525 STR:2 VDOT STD. DI -313 (L=6') STA. 2+05.28 520 1 TP= 513.77 1 520 _ INV IN: 509.50 TO 4 INV OUT: 509.40 TO 4 -AB j R;OPOSED GRADE I / I 11l �^ � AAB't ;STR: 4 VDOT STD. DI -3C (L=6') 515 E;< T STA. 2+51.39 PROPOSED INV IN 5o9 o 911 ITP=516.49 iI,X.INV. IN: 507_.!C"'8 (CIJiXC.il INV IN: 509.93 (TRENCH DRAIN) "X,INV. IN: 10/j' `' C:,'')N" r' ' EXINV. OUT: ..u7,-1 ;j t !C.O :INV OUT: 509.83 TO 2 505 III .�JTR. `i L.] AH (�O REPIAIN) E.X. STORM ��-.`t LR iviH r C X, I 506 9 I -1.1 500 x INV. IN: c .1 (I la:v 1n;,, n11 r wn i r nir' i} PROFILE SCALES: 1"=5' (V) 1"=50' (H) 530 1 Area (Acres) Slh' 8"- Ata t' (NE".) 2 3 0.90 510 (Icy 'H". mot)tHI D) 525 ' ' ----------- 0.. 0.11. `-X. D1 313 5.0 6 0.19 0.90 5.0 EX. TP. 52416 PROPOSED INV. IN 53.9.o6 0.26 i A 5.0 15" CL. III RCP FX.INV. !N: 519.01 (15" CONC.) 5.0 4B AB 0.00 46.11 LF 5.0 F..XJr V. OIJI: 518,96 (15" CONC.) 0.00 0.00 5.0 0 0.72% 0.32 0.75 12.0 1!EXISTING ( I 0.02 0.90 505 10 AB 520 . GRADE 15" CL. III RCP 0.29 0.51 11.0 14 AB 39.97 LF 1 0.90 1 5.0 1 ti. 6- AL, ','+ j' caldt 1`13 ` 1T Ve ! V/o _ VDOT STD. IS -1 REQ'D 3 ( I \../ I `. i.. 141 ���i11 V1) X D1 .5B Il i� 1„'i- . 1 0.70% 509.83 1 509.5_0 EX. TP 522.'17 0.19 0.9 0.03 0.171 0.171 5.00 2 1.14 c 519.14 500 EX.INV. �uJ is 518.20 (15" CONC.) 515 0.0 530 Structure Area (Acres) CW t' (NE".) 2 0.11 0.90 5.0 2 -UD 0.35 0.90 5.0 4 0.11. 0.90 5.0 6 0.19 0.90 5.0 8 0.26 0.90 5.0 2 AB 1,29 0.90 5.0 4B AB 0.00 0,00 5.0 4 AB 0.00 0.00 5.0 6 AB 0.32 0.75 12.0 8 AB 0.02 0.90 5.0 10 AB 0.03 0.90 5.0 12 AB 0.29 0.51 11.0 14 AB 1 0.05 1 0.90 1 5.0 525 ROPOED STIR. 6 MODIFIED GRADE VDOT DI -3C (L=12') STA. 0+57 TP=522.21 INV. OUT: 519.14 520 15" CL. III RCP 18.89 LF ® 0.44% 5151 DRAINAGE DESCRIPTIONS STR. NO. 1) I PIPE INFORMATION INLET I NFORMATI ON COMMENTS DIA. (in.) LENGTH* ft. SLOPE % INVERT IN INVERT OUT MATERIAL INLET TYPE Curb Tye Lil Lia CO 0O RIM* ELEVATION tf? N ja ts1 W � _0 Pr) 0 0 p Q LO L CG -2 2+05 C9 0 Ln 1f) L0 WIL. 5 15 n 16.63 0.50% WLL- _ 519.06 15" CL. III RCP 18.89 LF ® 0.44% 5151 EXISTIN GRAD E 515 515 I PROPOSED GRADE I 1' 510 / ' 5101 _.._ . I Ill G- 505 505 505 0 15" CLF, 1I1 RCP 43.86 LF 00.50% i ! 500 500 Co '1 PIPE DESIGN DRAINAGE DESCRIPTIONS STR. NO. 1) I PIPE INFORMATION INLET I NFORMATI ON COMMENTS DIA. (in.) LENGTH* ft. SLOPE % INVERT IN INVERT OUT MATERIAL INLET TYPE Curb Tye INLET STATION SLOT LENGTH RIM* ELEVATION 6 N ja 508.51 29.80F15 5_ 5 1.84 0.001 DI -3C CG -2 2+05 12 522.21 MODIFIED H'F. & I3-1 REQ'D 5 15 n 16.63 0.50% 519.14 _ 519.06 RCP3 c c m - - o E - E oo m 4 Q o o E a m iT o a C] o n - to C ro > � E DI -3C CG -2 2+53 6 516.49 _ VDOT STD. IS -1 REQ'D 3 15 Pipe run: 6 - ASBUILT 8 47.30 0.70% 509.83 1 509.5_0 RCP3 0.19 0.9 0.03 0.171 0.171 5.00 2 1.14 1.14 519.14 519.06 16.6 0.01 0.0 DI -38 CG -2 0+57 6 513.77 VDOT STD. IS -1 REQ'D 1 15 LID 39.97 0.78% 509.40 509.09 RCP3 u 0.099 0.099 5.00 6.67 0.66 1 Underdrain 12 509.50 197.00 0.50% 510.92 509.93 HDPE 5.40 2.94 0.27 0.003 2 4 AB 8 0.9 v Q 0.099 0.513 5.86 6.39 0.63 DI -3C CG -6 J� 0+05 10 512.13 VDOT STD. IS -1 REQ'D 7 15 5.71 43.50 0.51% 508.09 507.87 1 RCP3 w -2 o 12 AB 10 AB 0.29 0.5 EXISTIN GRAD E 515 515 I PROPOSED GRADE I 1' 510 / ' 5101 _.._ . I Ill G- 505 505 505 0 15" CLF, 1I1 RCP 43.86 LF 00.50% i ! 500 500 Co '1 PIPE DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) :. 1) I Q Z\V S n = 0.013 for RCP n = 91 for HDPE Pipe ............. (tel hydrology ....... Q1v Pie i ......... \ I N(A , ......_.... iii -. Intensity 4.00 N (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) NIET WATER \ S11RF.1<-I.I.LI. . N ja 508.51 29.80F15 5_ 5 1.84 0.001 0.02 i U Mannings Coefficient, n is 0. O � • -v„ cz n mp m U m m v v"v- N c c m - - o E - E oo m o ° Q o o E a m iT o a C] o n - to C ro > � E o n CD - > o E W w <>r v U U 0.31 0.16 LL > u Pipe run: 6 - ASBUILT 8 511.77 e-+ 508.87 6 8 AB 0.19 0.9 0.03 0.171 0.171 5.00 6.67 1.14 1.14 519.14 519.06 16.6 0.01 0.0 50 15 4.67 3.09 0.09 Pipe run: 4 - ASBUILT 4 o LID 4 2 0.11 .91 u 0.099 0.099 5.00 6.67 0.66 1 0.66 509.83 509.50 47.3 0.01 0.0070 15 5.40 2.94 0.27 0.003 2 4 AB 0.11 0.9 v Q 0.099 0.513 5.86 6.39 0.63 3.28 509.40 509.09 40.0 0.01 0.0078 U 15 5.71 4.80 0.14 N Pipe run: Existing Capacity Check- ASBUILT 12 - SWIvI FACILITY w -2 o 12 AB 10 AB 0.29 0.5 •-- 0.148 0.148 11.00 5.18 0.77 1 0.77 520.92 519.95 40.9 0.01 0 0`37 3 o 15 9.95 4.68 0.15 _ Q S 10 AB 8 AB 0.03 0.9 0 0.027 0-175 11.15 5.15 0.14 0.90 519.66 519.01 169.5 0.01 d.4 38 15 4.00 2.62 1.08 N 8 AB 6 AB 0.02 0.9 � 0.018 0.364 12.22 4.96 0.09 1.81 518.96 518.34 37.8 0.01 0.0 64 15 8.28 5.33 0,12 x 6 AB 4 AB 0.32 0.7 U 0.240 0.604 12.34 4.94 1.19 2.99 518.20 507.68 278.4 0.01 0.0178 cn 15 12.56 8.36 0.55 1 6.8 4 AB 4B AB 1.3 0.00 RT 0.000 1.396 12.90 4.85 0.00 6.78 507.40 503.17 162.4 0.01 0.0460 00 15 10.42 9.00 0.30 413 AB 2 AB -0.00 0.00 0.00 LT 0.000 1.396 13.20 4.81 0.00 6.78 501.30 497.59 25.6 0.01 0.1 47 15 24.57 16.88 0.03 3.0 2 AB SWM 1.29 0.90 STR 2 DB l-3 1.161 2.557 13.22 4.80 5.58 1 12.28 496.27 494.56 39.4 0.01 0,0 20 15 13.24 12.25 0.05 Pipe run: Trench Drain - 2 all all 2 -UD 2 0.35 0.90 0.00 0.315 0.315 5.00 6.67 2.10 2.10 510.92 509.93 197.0 0.01 0.0 50 12 2.73 3.82 0.86 0.4 Pipe run; Str. 8- ASBUILT 4 98 0.30884 j 8 14 AB 0.26 0.90 522.47 4234 0.234 5.00 6.67 1.56 1.56 508.09 507.87 43.5 0.01 0.0( 51 15 4.61 3.39 0.21 0.13 14 AB 4 AB 0.05 0.90 0.045 0.279 5.21 6.60 0.30 1 1.84 507.69 507.51 29.8 0.01 0.0 60 15 5.02 3.74 0.13 7.41 I;I I .6;?. (6" PVC TO BE REMOVED) tOPOSED INV. IN. 507.87 (15" RCP III) i'1; OU /A'9 (15"CONC.TOREMAIN) 0+00 0+50 STR. 8 - ASBUILT14 PROFILE NOTES - i. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM T OF COVER MUST BE MAINTAINED OVER ANY WJL 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & WJL AND 1.5' OF SEPARATION BETWEEN WJL & SANITARY SEWER MUST BE PROVIDED AT ALL LOCATIONS. 4. ALL ROADWAY & PARKING LOT EMBANKMENT MATERIAL SHALL CONSIST PREDOMINATELY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2oo7 ROAD AND BRIDGE SPECIFICATION 303,04 5. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING ELEVATIONS OF ROADWAYS/PARKING LOTS, CURB & GUTTER PRIOR TO CONSTRUCTING THE EXTENSION OF THE PARKING (LOT. NOTIFY THE ENGINEER OF ANY DISCREPANCIES SO THAT THE ELEVATIONS OF THE TIE-IN CONNECTIONS CAN BE ADJUSTED ACCORDINGLY. 6. PROPOSED STORM SEWER SHOWN IS CL, III RCP, UNLESS OTHERWISE NOTED. CONTRACTOR MAY SELECT A VDOT APPROVED MATERIAL IN LIEU OF THE RCP FROM THEIR APPROVED LIST PROVIDED ALL PIPE, PIPE BEDDING, BACKFILL AND INSTALLATION IS IN ACCORDANCE WITH THE CURRENT VDOT STANDARDS. ANY PIPE MATERIAL PROPOSED TO BE CL. IV RCP SHALL NOT BE SUBSTITUTED WITH ANOTHER PIPE MATERIAL. 7, WHERE CONNECTIONS ARE PROPOSED TO EXISTING DROP INLETS AND UTILITIES, THE CONTRACTOR SHALL FIELD FIT THE STRUCTURES TO ENSURE WATERPROOF CONNECTIONS ARE MADE, IF FOUND DURING CONSTRUCTION THAT THE EXISTING STRUCTURES CANNOT BE PRESERVED, THEN NEW STRUCTURES SHALL BE INSTALLED. INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) :. 1) I Q Z\V S H ........ ............. V 11 ............. (tel ....... V ....... Q1v UN<TIONIutiS .,...._ . 1 :2, 11 ......... \ I N(A , ......_.... iii -. Intensity 4.00 L'll (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) NIET WATER \ S11RF.1<-I.I.LI. . RU'l HAW ja 508.51 29.80F15 1.84 0.001 0.02 3.7 0.1.AB Mannings Coefficient, n is 0. D13 � • -v„ '=„I v /LTJ Inlet Hydrology o Curb and Gutter 1.6 - ^ 0.2 0.06 Inlet Inlet 0.24 0.31 0.16 0,18 508.69 511.77 e-+ 508.87 43.50 1.56 0.001 0.03 3.4 0.08 c o Gl -N U a c o LID a� C) u C1 O o 0.00 103 0 0.04 0.06 0.03 O 508.92 [? 1 510.73 197.00 2.10 0.003 0.58 w 0.1 v Q Q U U m Q)o o Z N w -2 o o o Z Q 0.00123 •-- 0 0.06 _ m 0 m Y v S 1225 o V) 39.35 U 3 o 0.036 ._.. o U c _ Q S Q Q o U o UU N U 0 N 2 U 2 U (6 O L R m a m ❑ ❑ - tii C C C (9 N U Q7 N I �D � 0 � 2.77 (D -0 .� 498.37 tV ) a oo 25.64 o ° o c�i ° 6.78 m 3 16,9 a x a ° 3 U 12 N E a o Q U U Cx t',i Ci 1 U U CJ CJ a m cn } ? Cq m cn I W W a 1 6.8 E•- CY 1.3 0.44 RT RT 0.05 0.90 0.045 0.18 0.00 0.18 0.0390 0.0500 2.0 0.0 00 1.0000 1.53 1.00 1 03 LT0.060.054 LT 0.06 0.90 1 0.054 0.22 0.00 0.22 0.0230 0.0500 2.0 0.0 00 1.0000 1.81 1.00 3.0 8.4 2 1.1 0.38 STR 2 DB l-3 STR 2 DI -3B 1 3.0 combined flow 0.4 2.73 506.90 511.88 508.68 278.40 15 2.99 0.09 0.07 0.149 1.37 all all 0.11 0.90 0.099 0.40 0.00 0.40 0.0290 0.0400 2.0 0.0 00 1.0000 2.50 0.98 1.8 5.3 9. 0.4 0.15 98 0.30884 0.73 096 0.48 1.07 509.75 522.47 519.34 37.75 STR 4 Di -3C 0 STR 4 3.0 combined flow 0.4 T 0.13 0.283 0 09T 0.205 2.34 8 AB all 0.11 all 0.11 0.90 0.099 0.40 0.00 0.40 0.0090 0.0100 2.0 0.0 00 1.0000 7.41 0.56 0.17 0.20 519.54 524.46 520.01 169.46 15 0.90 0.000 0.03 2.6 0.0 STR 6 �D1-3C 12.0 combined flow. 0.6 10 AB STR 6 DI -3C 2.0 combined flow 0.4 0.08 _ 8.16 0.8 114.7 3.6 0.3 RT 0.23 0.06 0.129 5.90 1 0.00 1.35 _- 0.0260 RT 0.23 0.90 0.207 0.83 0,00 0.83 0.0485 0.0260 2.0 0.0 60 1.0000 5.44 0.71 0.027 0.18_L_0.00 0.18 0.0085 0.0260 LT 0.03 0.90 0.027 0.11 0.00 0.11 0.0085 4.0260 2.0 0.060 1.0000 2.53 0.98 100 combined flow 1.5 0.1.1 0.06 0.06 521.01 524.98 STR S DC I-3 0.0 combined flow 0.9 0.13 0.291 5.12 4.8 0,1 j 0.10 0.210 3.71 INLETS IN SUMP, DESIGN I CURB SPREAD AND INLET SPREAD AND DEPTH) :. 1) I Q Z\V S H ........ ............. V 11 ............. (tel ....... V ....... Q1v UN<TIONIutiS .,...._ . 1 :2, 11 ......... \ I N(A , ......_.... iii -. Intensity 6,50 L'll (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) NIET WATER \ S11RF.1<-I.I.LI. . RU'l HAW ja 508.51 29.80F15 1.84 0.001 0.02 3.7 0.1.AB Mannings Coefficient, n is 0.013 � • -v„ '=„I v /LTJ Inlet Hydrology o Curb and Gutter -c 1.6 - ^ 0.2 0.06 Inlet 0.12502 0.24 0.31 0.16 0,18 508.69 511.77 e-+ 508.87 43.50 1.56 0.001 0.03 3.4 0.08 c o Gl -N U a c o LID a� C) u C1 O ` 0.00 103 0 0.04 0.06 0.03 O 508.92 [? 1 510.73 197.00 2.10 0.003 0.58 w 0.1 v Q Q U Tuo o Z N o o 0.00123 0 0.06 _ m 0 N/A n 45 45 S 1225 o 495.56 39.35 15 3 o 0.036 o 12.2 c Q o U o 0 0 U Q i5lD m a m ❑ ca 75 � c �' � � � m 114 I 1.55 � 0 � 2.77 1.38 2.81 498.37 cn Y 498.59 25.64 15 6.78 0.011 0.28 16,9 1.1 O Q Q U U Cx t',i Ci W U) 4B AB Q Cq U) }-- I W -a a 1 6.8 E•- CY 1.3 0.44 RT 0.05 0.90 0.045 0.29 0.00 0.29 0.0390 0.0500 504.17 162.42 iOO 1.0000 1.84 1.00 9.0 1 03 LT0.060.054 0.35 0.40 0.35 0.0230 0.0500 2.0 0.4 00 1.0000 2.17 1.00 3.0 8.4 2 1.1 0.38 STR 2 DB l-3 0 combined flow 0.6 0.95 2.73 506.90 511.88 508.68 278.40 15 2.99 0.09 0.207 1.89 0.3 all 0.11 0.90 0.099 0.64 0.00 0.64 0.0290 00400 2.0 0.0400 1.0000 3.00 0.94 1.8 5.3 9. 0.4 0.15 98 0.30884 0.73 096 0.48 1.07 509.75 522.47 519.34 37.75 STR 4 Di -3C 0 combined flow 0.6 5.3 0.1 T 0.13 0.283 3.24 8 AB all 0.11 0.90 0.099 0.64 1 0.00 0.64 0.0090 0.0100 2.0 0.0J00 0.1 1.0000 8.89 0.48 0.27 0.35 0.17 0.20 519.54 524.46 520.01 169.46 15 0.90 0.000 0.03 2.6 0.0 STR 6 �D1-3C 12.0 combined flow. 0.6 10 AB _ _ _ 0.08 0.178 8.16 0.8 114.7 3.6 0.3 RT 0.23 0.90 0.207 1.35 1 0.00 1.35 0.0085 0.0260 2.0 0.0 60 1.0000 6.52. 0.63 0.01 4.7 0.1 LT 0.03 0.90 0.027 0.18_L_0.00 0.18 0.0085 0.0260 2.0 0.0 60 1.0000 1 3.04 1 0.93 STR 8 DI -3C 10.0 100 combined flow 1.5 0.1.1 0.06 0.06 521.01 524.98 510.09 39.97 1 0.13 0.291 5.12 4.8 0,1 Delsian Year: 10 Proiect: CMA -Ph 11 1 :lob #: 142103 Prenared hv: Fcm- PF I NLET l( S1A'l D.N IUTLBTWAMR URFACI:I IAW :. 1) I Q Z\V S H ........ ............. V 11 ............. (tel ....... V ....... Q1v UN<TIONIutiS .,...._ . 1 :2, 11 ......... \ I N(A , ......_.... iii -. ....................... It L'll .._. I .511 TTNAL H NIET WATER \ S11RF.1<-I.I.LI. . RU'l HAW ja 508.51 29.80F15 1.84 0.001 0.02 3.7 0.1.AB U � • -v„ '=„I v /LTJ o -c 1.6 3.4 5. 0.2 0.06 94 0.12502 0.24 0.31 0.16 0,18 508.69 511.77 e-+ 508.87 43.50 1.56 0.001 0.03 3.4 0.08 c o Gl -N U a c o a� C) 0.00 103 0 0.04 0.06 0.03 0.05 508.92 512.13 1 510.73 197.00 2.10 0.003 0.58 3.8 0.1 Q 2-tJD I Z _ O 0.00123 0 0.06 0.07 N/A 0.66 51 1.39 S 1225 495.56 39.35 15 12.28 0.036 1.42 12.2 0.6 2 AB a _ 6.8 16.9 114 4.4 1.55 0 0 2.13 2.77 1.38 2.81 498.37 506.78 498.59 25.64 15 6.78 0.011 0.28 16,9 1.1 O 4B AB Q I z 1 1 6.8 9.0 6 1.3 0.44 90 0.88121 2.43 3.16 1.58 1.86 500.45 506.91 504.17 162.42 15 6.78 0.011 1.79 9.0 1 03 LL 4 Ala 0 3.0 8.4 2 1.1 0.38 126 0.76004 1.45 1.89 0.95 2.73 506.90 511.88 508.68 278.40 15 2.99 0.002 �- 0.59 - 8.4 -� 0.3 0 6 AB 1.8 5.3 9. 0.4 0.15 98 0.30884 0.73 096 0.48 1.07 509.75 522.47 519.34 37.75 15 1.81 0.001 0,03 5.3 0.1 8 AB 1.1 3.1 3,5 0.1 0.05 113 0.1038 0.27 0.35 0.17 0.20 519.54 524.46 520.01 169.46 15 0.90 0.000 0.03 2.6 0.0 10 AB _ _ _ 0.8 114.7 3.6 0.3 0.12 165 0.2382 0.38 0.50 0.25 0.28 520.29 524.20 520.95 40.90 15 0.77 4.000 0.01 4.7 0.1 12 AB 0.00 100 0 0.09 0.1.1 0.06 0.06 521.01 524.98 510.09 39.97 15 3.28 0.003 0.10 4.8 0,1 j 2 2.1 3.8 0.2 0.08 131 0.15861 033 0.43 0.21 0.32 510.41 513.77 510.50 47.30 15 0.66 0.000 0.00 2.9 0.0 - 4 11.00 172 0 0.03 0.04 0.02 1 0.03 510.53 516.49 520,06 16.63 15 1.14 0.000 0.01 3.1 0,0 6 0.00 90 0 0.04 0.45 0,02 0.03 520.09 522.21 0, /' e'0 r SCOTT `R, COLLINS'.7Z C.) Lic. 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LElI�ItIE01mmannffimmm WW a LED I f�W ME BLL P fth wwom "U"M FAR T1110" --"w MhAND *9 Ww4r-Nwu EWWR—MANEW4 mFsrsea�xzaifzdnq amu. mmmalfilm'' — . MOM 1410MA&M41bahm"M brIZINKin 91-"n0W$Qw"f"wf3A1fP* ORMINI WPM* pun own -------- 4 Ilan* 4w tfiewq 90? MEL RQUARE POLIES TWO %F49 . ......... MOM: 11 -NUM 4-r iu�mwmmwm�mwmwm Imp a*% P0 �Iwa =01" J. ? 1=1 C41,01w9w vurt. &PU 0 tE , z :ta brull o t-,mw 0 znz - u U) fta P* hAhk Lij Ord bAwhimm -4&-p 10 Lij TWO %F49 . ......... MOM: 11 -NUM 4-r iu�mwmmwm�mwmwm hftrAllim midmam or 2110 74, &auipjjm� 111nifftl RM N WPSLS40W LM In"I MmAaw= rA "WA sswelwwo -,&x,1mwwa1 frm,4 wommmg Wall am%wev" M4 "Ag lot WSURYM holmm,mlift but" M%149huw*wM,1A% 4"" UA" aa! WjttuUL1=zr,9ULfM. MUM B&S"I Pa MU"MU j T H 0 SCOTT R. COLLINS 2i Lie. No. 035791� -n, ONAL Imp a*% P0 �Iwa =01" J. ? 1=1 C41,01w9w vurt. &PU 0 hftrAllim midmam or 2110 74, &auipjjm� 111nifftl RM N WPSLS40W LM In"I MmAaw= rA "WA sswelwwo -,&x,1mwwa1 frm,4 wommmg Wall am%wev" M4 "Ag lot WSURYM holmm,mlift but" M%149huw*wM,1A% 4"" UA" aa! WjttuUL1=zr,9ULfM. MUM B&S"I Pa MU"MU j T H 0 SCOTT R. COLLINS 2i Lie. No. 035791� -n, ONAL TNT', F1111M.MW C41,01w9w vurt. &PU 0 tE hftrAllim midmam or 2110 74, &auipjjm� 111nifftl RM N WPSLS40W LM In"I MmAaw= rA "WA sswelwwo -,&x,1mwwa1 frm,4 wommmg Wall am%wev" M4 "Ag lot WSURYM holmm,mlift but" M%149huw*wM,1A% 4"" UA" aa! WjttuUL1=zr,9ULfM. MUM B&S"I Pa MU"MU j T H 0 SCOTT R. COLLINS 2i Lie. No. 035791� -n, ONAL uj —i - M Ln (3) 0 LLJ Cn __j 0 (D co C 0 W x Qi -S 0 O 0 0 0 n 0 O O E 0 W F- ui Q 0 -ul intoe 0 -C 0 uj C_ O O O 0 E Ln -0 CL LLJ C) F- uj UO0 06 0 0 Z Lu0 V j '0 < D- Q) CL 0 E 1-9 -J v LU F-4 Ljj -z F- C) L'i V) uj 0 C) 0 LA. - 0- U x mare O O LLJ F- LU rn SSI 0 LU 0 Li 0 U) 30B NO. 0 co W SCALE 1 11=20' u) O SHE ET NO. Cl - T 8cu -C I -- Z 0 tE , z 0 u U) Lij Lij C) LLJ CD U, 0 LU F- 7- CL U uj 0 vl -J 0 0 :E� Vj (D 2: Z N AOL > 0 Lclj LU U) > ui uj ui Lij z ce (DN� z (D Z LU > z u LL L0 r, uj —i - M Ln (3) 0 LLJ Cn __j 0 (D co C 0 W x Qi -S 0 O 0 0 0 n 0 O O E 0 W F- ui Q 0 -ul intoe 0 -C 0 uj C_ O O O 0 E Ln -0 CL LLJ C) F- uj UO0 06 0 0 Z Lu0 V j '0 < D- Q) CL 0 E 1-9 -J v LU F-4 Ljj -z F- C) L'i V) uj 0 C) 0 LA. - 0- U x mare O O LLJ F- LU rn SSI 0 LU 0 Li 0 U) 30B NO. 0 co W SCALE 1 11=20' u) O SHE ET NO. Cl - T 8cu -C I --