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Home My WebLink AboutSDP201100032 Plan - Approved Minor Amendment 2011-11-21GENERAL NOTES OWNER/DEVELOPER: GREENBRIER REAL PROPERTY LLC 200 CARL TON ROAD CHARLOTTESVILLE, VIRGINIA 22902 (434) 293-6157 (PHONE) GREENBRIER (434) 293-3701 (FAX) CONTACT- DAVID SUTTON (SUTTOND@TIGERFUEL.COM) ENGINEER: POHL CONSULTING, LLC 1603 KENWOOD LANE CHARLOTTESVILLE, VIRGINIA 22901 MINOR (434) 466-7458 CONTACT- FRANK V. POHL, P.E. (FRANK@POHL CONSUL TINGLL C. COM) TAX PARCEL #• 61W-02—B-3 WESTFIELD SUBDIVISION (D.B. 2686 PG. 247) PROPERTY ADDRESS: 1245 SEMINOLE TRAIL CHARLOTTESVILLE, VA 22902 ZONING: C-1 (COMMERCIAL) USE: EXISTING GASOLINE/SERVICE STATION W/CONVENIENCE STORE AND CAR WASH AND EXISTING JIFFY LOBE TOTAL ACREAGE. • 1.146 ACRES PROPOSED USE: GASOLINE/SERVICE STATION W/CONVENIENCE STORE AND CAR WASH AND JIFFY LOBE. REFER TO AREA TABLE BELOW. MAGISTERIAL DISTRICT- RIO DISTRICT COMPREHENSIVE PLAN AREA AND LAND USE: OFFICE / R&D / FLEX / LIGHT INDUSTRIAL IN NEIGHBORHOOD 2 ENTRANCE CORRIDOR: PARCEL IS LOCATED WITHIN AN ENTRANCE CORRIDOR OVERLAY WHICH REQUIRES ARCHITECTURAL REVIEW BOARD APPROVAL. SETBACKS: BUILDING = 30 FT (FRONTING SR 29 AND GREENBRIER DRIVE) BUILDING = 0 FT (NORTH AND EAST SIDES OF SITE) PARKING = 10 FT (FRONTING SR 29 AND GREENBRIER DRIVE) MAXIMUM HEIGHT. BUILDING = 35 FT CANOPY = 18 FT MAXIMUM BUILDING AREAS: CONVENIENCE STORE = 3,050 SF CAR WASH AND MECH. SPACE = 1,050 SF FUELING CANOPY = 3,000 SF JIFFY LOBE (NO CHANGE) = 2,024 SF MAXIMUM PAVED PARKING AND VEHICULAR CIRCULATION AREAS = 32, 000 SF. MAXIMUM NUMBER OF CONVENIENCE STORE EMPLOYEES = 2 EMPLOYEES. MAXIMUM NUMBER OF JIFFY LOBE EMPLOYEES = 5 EMPLOYEES. DRAINAGE DISTRICT- PARCEL IS LOCATED IN THE MEADOW CREEK WATERSHED. JURISDICTIONAL AREA: PARCEL IS LOCATED IN THE WATER AND SEWER JURISDICTIONAL AREA. SURVEY- BOUNDARY, TOPOGRAPHIC AND GROUND SURVEY BY LINCOLN SURVEYING DATED MAY 28, 2010. — NA VD '88 VERTICAL DATUM (CONTROL POINTS AS INDICATED ON EXISTING CONDITIONS AND DEMOLITION PLAN) FLOOD PLAIN: THIS PROPERTY LIES IN AN AREA DESIGNATED AS ZONE X (AREAS DETER° NNIED TO BE OUTSIDE THE 0.27. ANNUAL CHANCE FLOODPLAIN) AS SHOWN ON MAPS BY FEDERAL EMERGENCY MANAGEMENT AGENCY CON TRA C TOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND U TILI TIES WTHIN LIMITS OF WORK PRIOR TO S TAR TING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THA7 -""OWN ON PLANS, IF THERE APPEARS TO BE A CONFLICT OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLANS. EXISTING DUMPSTER SHALL REMAIN TO BE USED BY BOTH THE CONVENIENCE STORE AND JIFFY LOBE OUTDOOR LIGHTING: A PHOTOMETRIC PLAN HAS BEEN PROVIDED WITH THIS APPLICATION. EXISTING LIGHT POLES SHALL REMAIN WHERE OUTSIDE LIMITS OF CONSTRUCTION. CRITICAL SLOPES: THERE ARE LIMITED MAN—MADE CRITICAL SLOPES ON THIS PROJECT (1,16J SF) AS SHOWN ON THE EXISTING SURVEY. A CRITICAL SLOPE WAIVER HAS BEEN SUBMITTED TO THE COUNTY FOR REVIEW AND APPROVAL. PARKING SCHEDULE USE CODE REQUIREMENT REQUIRED Pl?0VIDED SERVICE/ CONVEN/ENE STORE 1 PER 200 GSF 3, 029 GSF = 16 SPACES 33 SPACES S � Y (SEE L a OUT PLAN r FOR LOCATIONS) 1 PER EMPLOYEE 2 EMPLOYEES = 2 SPACES CAR WASH SELF SERVE i � 2 PER STALL _ 1 STALL 2 SPACES JIFFY LOBE 1 PER EMPLOYEE 5 EMPLOYEES = 5 SPACES 2 PER STALL 4 STALLS = 8 SPACES TOTAL 33 SPACES 'GREENBRIER REDEVELOPMENT EXISTING/PROPOSED USES AND AREAS E ( i USE I EXISTING I PROPOSED I COMMENTS AREA (SF) INCREASE/ AREA (SF)* % RETAIL CAR WASH Exterior** / (DECREASE) (S 7- ELEVEN SITE PLAN AMENDMENT RIO DISTRICT ALBEMARLE, VIRGINIA MAY 91 2011 at __ •+,kl ro tr 13 a �'IJ�� :IFEab° .:� , &A ">.'l.d&i� � ,� r.- _ ;�$ +.<,.. G � -y �ds� ,Et ='° 7 '. s7'r ,�", '�: aE °%� mow, / �+. • �` .f' <.r � { F < �� '� r ems' , e{• m q. 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V VICINITY MAP k.UNvt1\11t1\0_t � t I K ° __ ___ __,._._ _____ ._,M____ ___._ _ _ Sheet Index Retail/Public1.,38 . ...,...,, . , 2 -. 2 9/,...._. . ,...._1,672 .., .,< . ..__•-<,... ...,..41/.•._. .,...:..... 434....: Back Rm/Mech/Storage 682 16% 1,357 - 33/ ..... 675 m_,...., 1 Sheet Number Sheet Title Mech Yard - 0% - - 221 0% C-1 COVER SHEET Car Wash and Mech Space 2,329 55% - 1,037 - 26% (1,292) C-2 EXISTING CONDITIONS AND DEMOLITION PLAN C-3 LAYOUT PLAN TOTAL 4,249 100% 3,029 1,037 221 100% (183) NET REDUCTION IN BUILDINGAREAS - C 4 GRADING AND PLAN JIFFY LUBE BUILDING 2,024 2,024 0 NO CHANGE -UTILITY _ __...._. C-5 DRAINAGE NOTES, SECTIONS AND DETAILS C-6 GENERAL NOTES AND DETAILS C-7 OIL -WATER SEPARATOR NOTES AND DETAILS TOTAL BUILDING COVERAGE 6,273 5,053 1,037 (183) REDUCTION IN BUILDING COVERAGE TOTAL SITE AREA 49,920 100% 49,920 100% ._.. _..., ............... ...... ESC-1 STORMWATER MANAGEMENT PLAN ESC-2 E&S CONTROL PLANS (PHASES 1 & 2) ESC-3 E&S CONTROL PLAN (PHASE 3) & DETAILS NUMBER OF FUELING STATIONS 12 10 (2) REDUCTION IN NUMBER OF FUELING STATIONS ESC-4 E&S CONTROL NARRATIVE & NOTES L-1 LANDSCAPING PLAN AND CALCULATIONS FUELING STATION CANOPY 4,429 2,976 (1 453) -.____._ REDUCTION IN CANOPY AREA _ _ _ _ _ _ .. _._.._ _._.___._ _.__. __._ ___.... ___ __ _.-._.. ____.,,_ ..._ _. _ ___ L-2 LANDSCAPING DETAILS AND CHECKLIST PH-1 PHOTOMETRIC PLAN * All existing building areas are under roof. E F* �..._..._.._-._+L,+_.._.....a..,•.-.1,.:...,-_rA..:....+,.....:..++....,-.,..-1tL......,-..-. 1.._.. .J F...71.J r.•, ..-..-., -. , E PH-2 PHOTOMETRIC CUT SHEETS Reviewed ar:(: App,-oved by the C�lmmuniiiy Devtdopment !�,'npartment Dais--------- Fike;�_ MS-19 STATEMENT 1. EXISTING TOTAL SITE IMPERVIOUS AREA IS 42,240 SF AND THE PROPOSED TOTAL SITE IMPERVIOUS /S 39, 790 SF, THEREFORE ADEQUATE CHANNEL ANALYSIS IS NOT REQUIRED FOR THIS PROJECT GENERAL CONSTRUCTION NOTES FOR SITE PLANS 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT—OF—WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPOR TA TION (VDOT). THIS PLAIN AS DRAWN MA Y NOT ACCURA TEL Y REFLECT THE REQUIREMENTS OF THE PERM/ T. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION -CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3.• 1 OR BETTER ARE TO BE ACHIEVED. 5. PA VED, RIP —RAP OR STABILIZA TION MA T LINED D/ TCH MA Y BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED 'NECESSARY IN ORDER TO STABILJZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. Z UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE — CLASS Ill. 8. ALL EXCAVATION FOR UNDER COMPLY WITH STANDARDS O THE GROUND PIPE 'INSTALLATION MUST COMP OSHA STAN ARD FOR H CONSTRUCTION INDUSTRY (29 CFR PART 1926). 9. THERE IS A HIGH VOLTAGE OVERHEAD POWER LINE ROUTED THROUGH THE NORTH PORTION OF THE SITE. CONTRACTOR SHALL COMPLY WITH THE VIRGINIA OVERHEAD HIGH VOLTAGE SAFETY ACT WHEN WORKING WITHIN CLOSE PROXIMITY TO THIS HIGH VOLTAGE LINE. CONTRACTOR SHALL CONTACT ANN MARIE KNIGHT WITH DOMINION POWER AT 434-9,72-5793 PRIOR TO START OF CONSTRUCTION/DEMOLITION ACTI VI TIES. t E a I TRAFFIC GENERATION TABLES: I f F c t € EXISTING SITE CONDITION i ) I WEEKDAY AM PEAK HOUR PM PEAK HOUR IN OUT TOTAL IN OUT TOTAL LAND USE iTE CODE AMOUNT UNITS ADT Gasoline/Service Station Fueling 1,920 SF 946 12 1,834 82 79 161 90 86 176 w/Convenience Store Stations and Car Wash Jiffy Lube 941 4 Bays i PROPOSED SITE GENERATION t (t 3 i 1 1 3 E € i i i E WEEKDAY AM PEAK HOUR PM PEAK HOUR IN OUT TOTAL IN OUT TOTAL LAND USE ITE CODE AMOUNT UNITS ADT Gasoline/Service Station Fueling 3 029 SF 946 10 28 1,528 69 66 135 75 72 146 w/Convenience Store Stations and Car Wash NO CHANGE1 Jiffy Lube 1 941 1 4 Bays APPROVALS DEPARTMENT OF COMMUNITY DEVELOPMENT (PLANNER/ZONING) (ENGINEERING) t -A 1A (BUILDING OFFICIAL) �t ),A (ARCHITECTURAL REVIEW BOARD) NJA-- (FIRE OFFICIAL) NJ /A- (ALBEMARLE COUNTY SERVICE AUTHORITY) H)A (VIRGINIA DEPARTMENT OF TRANSPOR TA TION) °F KV,PIII,� No.40626 SCALE: DATE: DRAWN BY REVISIONS: 1"=20' 05116111 FVP 08119111 09120111 09130111 10127111 U J r n� V z_ F— U) z W L.Lj o 011 N z w Q z> O U o J° 0.O z0>0LU 0-�-N OC W O V O m Q cJ Q U �°u�� These plans and associated documents are the exclusive propgrty of POHL CONSULTING acid may not be reproduced by any means in whole or in part and shall not be assigned to any third party without the express written consent of POHL CONSULTING. z W z w z Uj W W Q � z W H 0— t 1 ' W z H LU U) W aC A/ 0 I..L (D z H PROJECT NO. 102 SHEET NO. C-1 OF 14 F_ LU LU L / LU 1/ U I TMP 61 W-02-B-1 ALBEMARLE FIRST BANK, INC. I D.B. 2896 P. 379, 381 (PLAT) D.B. 1813 P. 45 I I D.B. 956 P. 260 (PLAT) 0,, „., ZONING - C-1 COMMERCIAL 14 " �'O Cj = USE - BANK (OFFICE) r REMOVE EXISTING REMOVE EXISTING 15' > 30' DI DIA. MAGNOLIA A. MAPLE L TREE _.. ;> '`e�-'J`' TREE , ) x1 :c, 11 )<ai�fi _ r/ I 1,SIN S WER STRS SHA L /. - ' ;� '1 ;. - I ' R MAI — DJUS TO / {. % rf y l I.f ,i',t ?S i e I, z A i1 :a ,3.,i z6- 1-[31 , ��_' ,'' EI' ; I /' EI1EV. S INDICATED 0 1 "Al ' i ,, 1 I'i�: I I , ,1 i i , i GfA ING PIN i % I. r;l, d I ' a N I Ft'i } i. �r ..rxi I.. ( I ! _ rat` ...... �.. �� A a a� }�.} ,p I; C. "i€! i r I €3 {` ),A? r iR.;� (t' 2 J 3 .�F ri'rY_ �. 1 ..� r. ..- .,.. J ;' / e't!'z'"!�' w. "}: 'r! e ! !'4 i TMP 61 W-02—B-1 A J _ m. , . ,, , r....- ....._..�: i r °. t <:.._......... ....... -- _----":..... .:r r� r ,�.3"'i" j __r. :.�.: s.':'- �:•1"�' 1 w : J r ,� , r c �: , g r : t. /.wpt AL P,?WEF� F OLES, GUY �.' `' JMC ENTERPRISES LLC .r y : , .,,• 1 t s I? y 3 ;,? i j f u: r I., z �., 1 ..°r.;, 1 ,. ., j 'f '_:..:.r ,::.. ...._.... } ,,:...: n',,X' ..1 /' : •1,' � . ,f...il, Y. ( +' Ij ; 7;-`A«jL�' 1;. / r f,"'i::: tt,' , ? , r Tto t ,. ,I15 d ,r ,.. - >..��> V/ Ulf.. �,� , I r TS' / 1" f,, f j 7 3 .' J � `. r r i; / VIRFS ANID OVERHEAD , , ILA (}� �t y� f ( J i p� r D.B. 3640 P. 659 :i '7 `i (ti dal/Ii / j I I i! - 'ii i'H!-c j �, }. \;rii/"t Y:'a `i,�l�11 ':sy ,.,. i .}1 .%s•• f..".' j "''j' »s� "„ ir'k f ,1'r � ," I' !`� .� ' t J ' . I, ,CoyP ,, , , , ( y: ,' ,; K w f, " / j y * . , ': ��') / J . _ 1 RE -MAIN N R' /: D.B. P. 2828 P. 1, 5 PLAT ,x r ,fa �' t �C / ! J pp3`+J J ��, LI�.ES SHA�.L REMAIN (TYP.) (PLAT) ' i',' , , J / / P , t �, , J f r ,;, 3: d/ ,`6Q, :�', I { ' / ! / / jl. \ t; J` r. • r , % ?' r / ...p l�: `' :f"s• / \l.it"; , ; ! 'r ( i ,i ,!a.,ll r: , f I,,'°, \ ...� .:�. ! t .. �^yE N 1. ti __ t ) _.__ r t�PP:; _ . ,. dSH Lla' i ^ 1 /y / f t \ \fir / v j i �'� / I f , i .,, .� . s .. t ♦ 1. i ..,..-•--__...".. 1, x , t. .f,. .{.�, ........ _ _ .... .1_:....r..._ ._...-_.. .. ..... ...... ......•......, _.-.. .... ...... ..'..,..."'^.^!` _. 1. .F_....._._._ ...r� i 111 : s? }\vLj �� T ` I '„ ': / r - i / ! yr� / r _! r l.. :r J: _ 'epi:' - ,1 ,' I ? :.c. .% `j . �> __..a..._ s_....»_...._, f-_,.'. ___, p..�{„s'-____ _e.:�_--z« .� } � ,.....;::',,..... .. �,J 1 'sr : a° ,.--,^""°''"° :€ V :� ;r 7 iI r ...1 / # !„[" !',a" .E �;V •D! J r.. i. ,'e L,. f i I 7 l' ii 7 ) .:r, �-:• { ?a,�J`-17„ .1 ,st ,.1.f 4--, .. �',e s ' r J . I' I ! 11``y/III {Lr-, L{} �11q' �` ,> /, •..'`.. \ : / �: J `( J % i Ni`..'i7 /}} % ' ..J (r '� S.`f' ! E ..i I �, , , `�.'iy':T t I`...., 7: jj J , i t r , 1 e. 1 ' i ,V /I J J f "� i j ! , {vYsF4 �Y ,d._._% _ tt• @.....,Hi x'R4J v �� 'i �.''I i'' ..� , I , /////.1 /'/////.'// ////%/ f//// / ////// /�/TJ// / ' ✓,rf.//// /..///////// / �/// /�// ///i////�/�/f // ////////�// ///////// .. // i J i i _- / / // / // _�,.: }; / ! J / j / /' : >F1 •/ I J 1� 1 !, .) f"/ e...J > / y / / ! J ra !i��I/ .i? ' ',`_ % f f�1' r• 1 / ' / \ r s i / i; I. !, , ,� ' 1 s1 r iii. rr t 7 i `I, � — — — T� C&G T �e',G 0,' B / rJ s , / ,' N. /, i f, , /' i '\ $E,WV R /M'AIN SH'A, LL %BE,;/` :a'' / ; , ,' / f , ,l I ...'. !_ •, _ . d / � , _ _ .. _. _...:... .. I._..._ _ .. :-�51J ... W'." ,,.r�.. ''r�+ ` , I J ! r , �' , / /rn :�,CQ J JCr 1 '' /�•�r° } ' .- � �i r,,� �' REMAIN 1 -DEM L�SHEDt _ R II OV ALL UN. RC .' t _ J ! 5 �ti r i ° 1 _.W_ /'BANDONED ^{N` PLAOE PER J -. , �- !i a .,, RAGE TANKS AND PIPING SERVICE AUTHORITY STDS. )", ,, , i w z it °'- AS RE IRED1 BY AUTHORITY OR REMOVED WHERE IN % : l i T �, ' i ie HANG JURISDICTIQN �"3 `'� 1'/�' I,r ink J `..7.1. =�,i; t,l CONFLICT WITH U/r 1I-L OF \c ;;= ' .:l l . jL/ ! if> M �ii,a eY� C°,<,1 ' 1 t s UTILITIES/TANKS.WATER I .: ;ryQ-� i If �i2 � 4 `f I as, bi 9 t�� REMOVE'',SWR SVC f INE � / �!�I �� /'�` � 1. k I;d J ,, .__. :,:::, I . J I'll/ /' Z �n m �� 0) I ` �}y J' V M i 3/i Q) ,€ -. i � 1 z DEMOLISH/ABANDON,'' �� `1.CG TO Y om ..... c, \�' ; ,�1 INE ;'{ CRITICAL SLOPE TO REMAIN ' ` to T: � WATER SERVICE I , � � i� ` 11 ' I�� i'i„ RPAC,F I',1 I BE IiMPACTED = 605 SF I I i s(, y` 1l' a i GENERAL NOTES: r` 1. JIFFY LUBE OPERATION SHALL REMAIN OPEN DURING THEIR REGULAR �ALTH BUSINESS HOURS. ALL UTILITIES (WATER/SEWER/POWER/GAS) AND 0 t'r ACCESS TO THEIR BUSINESS SHALL BE MAINTAINED AT ALL TIMES. �. �0 OWNER SHALL BE GIVEN 48 HR NOTICE FOR TEMPORARY OUTAGES IF J REQUIRED AND SUCH OUTAGES SHALL BE APPROVED BY OWNER IN ° FRAN;�V.�'OIiL > WRITING. No. 4065 2. COORDINATE WITH POWER COMPANY FOR THE RELOCATION OF POWER ��'� 1(b tk$ "( SERVICE LINES TO ALL BUILDINGS. CONTACT ANN KNIGHT WITH DOMINION its 1 . POWER AT 434-972-6793 PRIOR TO START OF DEMOLITION. S�QI`lAi- 3. COORDINATE WITH UTILITIES TO RELOCATE OR DEMOLISH/ABANDON SCALE: 1" = 20' r r COUNTY SERVICE INCLUDE ALBEMARLE SE cRVICES. UTILITIES CL E EXISTING S AUTHORITY (WATER/SEWER), CITY GAS, AND DOMINION POWER. DATE: 05116111 4. SUBMIT A BID OPTION TO CRUSH AND REUSE AS MUCH CONCRETE ON DRAWN BY FVP SITE AS POSSIBLE OR RECYCLE CONCRETE. DEMOLITION DEBRIS SHALL BE REVISIONS: 08119111 RECYCLED AS MUCH AS POSSIBLE. 09120111 F PUMPS, U PRIVAT_ UTILITIES AND 5. A EXISTING STRUCTURESG ALL r / 09/30/11 SERVICES, CONCRETE, OR OTHER ITEMS WITHIN LIMITS OF WORK SHALL . BE REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS. 6. WHERE PIPES ARE DEMOLISHED, PLUG STRUCTURE INVERTS WITH CONCRETE OR OTHER METHOD APPROVED BY THE AUTHORITY HAVING JURISDICTION. WHERE PIPES ARE ABANDONED IN PLACE, FULLY GROUT , I PIPE TO BE ABANDONED. _1 7. REMOVE GRASS IN AREAS TO BE MULCHED AS INDICATED ON THE LANDSCAPE PLAN. 7D 8, ALL E&S MEASURES SHALL BE IN PLACE AND APPROVED BY THE L_ COUNTY PRIOR TO COMMENCING DEMOLITION. REFER TO E&S PLANS. t �� LINES TO ;n { 5 ,,;,�>;k� I ,�! d i �, € :, _ .� f' nor METERS) (TYP ), + a I. €11 /. {n ,i;5 WATER METERS AND G) ,,,5�,u-'" CG TO BE !.. •/'.'.. ' _`�. .,I !C i 3i ...,..�'.__..««__ ,.,. 3 ` �.. } . B A C K FLO W P R E VE N TO R S e (1. - o r /// i./// !/f�/f/ /f//f/////,//ff/////// /////////f/// /�/f//ff/ .��///�///// GRATE t',t, SHALL.,F�EMAIN y �',\ DEM01 SH D�f� ' € -P,,. xl t, -, TO I ., I ; ;, /'% ALL EXISTI G STR TI�R.E.S �:�. ''i'I .6 �5 y7•• I7I ,I I;.:;,�r. ABBREVIATIONS t Y� } E �. w �� ,.. �11 '^ i 1 .....,«. ,....,.. °...°........ ,.....,.... .„ �' y i .,Y....... { Y ) ........... ..... j,.... ... i d F p y I '" y« `,lf �,_' fU°�S CFO/NCR1,��E�,.,:..U/G -I 1I li 11 i �ffl _ ".�. . UTELITI AND •d E ITEM i E t - :� 3 ! 4,d, 3 ,4C`t' TITLE REFERENCES: FRS"ESTANDING SIGN SHALL I'' �� S ( v�'=� I EM ELECTRIC METER I \ WITHIN'I LIMITS, OF WO K SHALL z � � REMAIN ,N/ .�r'i//////////fF//////////// , ,�if.W�`, BE R :MOVED Ulr°�, f.,. `\ , '� ASS { LOT 1 I ( ) PARCEL "X" O NUMBER OF PARKING SPACES 1. 11` { F //f///////f/////�f/ I r� I`�t=� I D.B. 2686 P. 247 CORRECTION D.B. 1025 P. 93, 95 (PLAT) > i°...,,�� \� ///�J��/ OTERWI.SE..._.'Npr, I I „_ ... �:I`\ .t"' //fj //` , ," i D.B. 2666 P. 647 ;,r, „ r • 1 i D.B. 956 P. 257, 260 (PLAT) [ �^ D.B. 1025 P. 93, 95 (PLAT) D.B. 408 P. 12 15 PLAT BLDG BUILDING �. ') it'' ....,.. �,(,_ •f"�/// ( I ( w s 41i"iyS..et rirVL, ', `. i .i i �1. ;; G). ,.)✓ a.7i c " �( I% ;,' 1.: i € I i � ...: (. ... s ieT` . t ° {'. i x.M,.. ////////////////, , REMOVE WOODEN { �'�� I i ;r ` `��'','•ll-• `'•r",'`'; { '_ ! D.B. 1022 P. 150, 151 (PLAT) 1/ AE ;i //// i` ` ",. ' > `f r € I �,,` : (( ' = I' D.B. 1021 P. 253 255 (PLAT A�) BW BOTTOM OF WALL (NOT INC. EMBEDMENT) LANDSCAPE WALIr>... '`�� i x> eta& r;:,r,,, I i 3 �,;< ) D. B. 398 P 75, 77 (PL "� '-�a . _. , ,s I ;r i i } } `'+ ( D. B. 307 P 475 (HWY TAKING) - ui`ii1J 'k>� ., it Vir1= 1 �' 1 ' D.B. 1021 P. 251 C L CENTERLINE �,�I ? ��,� D.B. 307 P. 133 WY TAKIN( f i `< I IN D B 986 P 147 ( ) : I-, 4 i f 1 "..I J) i i 1 l � 1.,1/f�� i-{I I,rr'.' D.B. 976 P. 190 CG CURB & GUTTER I.. �3 ,..: .� r,o \. 9 s £..., ! t D.B. 907 P. 699 l ;, : ° III I: i t , ,, , i 1€ ', D.B. 817 P. 233 ;r*, i /// pus < z \ .. f ! ,.. TMP 61W-02-B-2 C.O. CLEAN -OUT 1.I i'") � s I I D.B. 449 P. 433, 437 PLAT yyA, / 1. i i j r 4 , �� .' i + MODAB, LLC ) CONCRETE i i I D.B. 385 P. 250, 253 PLAT) { $ �/" i s1 P 09 N CONC \ , „_ r;i f / 4 i I' N D B 1891 4 D.B. 307 P. 475 HWY TAKI G COORD. COORDINATE i.i'I ,/ I/, ;,1 �';,_ 1; I I i I I ��` j0 D.B. 915 P. 662 (PLAT)11 \, „ i i II 1. [r,; � D.B. 307 P. 133 HWY TAKING € E 3 �...�(iFl C&G TO , E�� ZONING - C-1 COMMERCIAL v=};."`t r.. ra'y �:.. /// 1:,.,� i „ .tFt �O USE — LIGHT INDUSTRIAL DEMO IS�iE i; 1 i 1 _ s cs ;.;3 C' )i I / _._._.__----- __. _._w-..__._ r " M. i ,£ e DEMO I A. DIAMETER :. _f f.,,, .. :'..i w= �'- (`a I _ .. ,t.,j fir!/ l a s :€ ro.,-<, /�� ,T , _ i _ ,P , �; N b ,:, t,:) ::: w c�i f C&G TO GO ,, ;het _...._ , �- x)(> 1 �`fWA.11 i'r' c,: i�; STOI/ STRUCTURES WITHINI. C J „,-°' O 1=,`* f E&SC EROSION AND SEDIMENT CONTROL _ F�, REMAIN°.. ..r..� I _...,..,_...._{��/� g..,: (n ' EASEMT SHALL REMAIN iLj / ELECTRIC a 5 a 11 p ri' �tI t/ ... 5`(^s /,// ib,..7..y i; xa'T3i er.� / I i e i :� f. § :� Q�„ ' i (TYP.) X, � i li i �1 i' ELECT _,. Uk SD17id ` i. / s= - i' ,€ .__,... rM ELEVATION / ELEV. /a :" ill"1 €}.. I,.J z3 i; RETAINING WALL a:. il.. J , .. . �..� i, tv = 4� �.07 , iOr w TMP ( ' FF ELEV. FINISHED FLOOR ELEVATION W-02-B-, x � : I` a �,�� fOP �;>4.16 �.�i , �-_` > l 1, �` I j - SHALL REMAIN11 i..g. cs INV iiv 44 {15 GR'EEN�,.. ,� > i �; - / i"I( DEMO GAS`' t a;:.fi i-, ¢,,..�° FT1 FILTERRA UNIT #1 �INV.IItx<1ic� REAL PROP1,F� LLC RITIC L SL f?E TO 1 IFt HDPE HIGH DENSITY POLY ETHELYNE iNV.C) t__.L4(,,1'1 r // SERVICE �` / s ;�;5 tit Z , 1.1146 AL Rc //� E IM 'CTE = 558 SF 1 � i t P.� :. �: ! \\,""', � /// t i, RE OVE �',a,;; � PARKING SPACE �� '� •� /.� ;;;., in. INCHES �'' c9 F� �' +� '/ ' it _S T R M S TR S� t \ �' 'ter/ I� .. N ;o U',y ; j= ' :{ ; ' ;I` STORM STRUCTURES WITHIN /INVERT � i � INV.INV 6 SWR SVC LINE �"' ` M ins' ` TO %I'' LAT. LATERAL ,' ,/1. , TO REMAIN MAINTAIN �_� � Ewa, RM I EASEMENT SHALL REMAIN '" �� LIMITS OF DEMOLITION UON I ELECT GAS ►OP C � '�STR ,� tga �t,•E,TYP. � L.F. LINEAR FEET �, F� C ) i3.8` '�°r m ; h, ALL { ICJ AND SAWCUT LINE WHERE} ENO ``i_ _ 'I SERVICE N� ti... / �•. ' L t d ., r r i �� `f . E ilk! J � l,`aJ 3 C�H ! - SHOWN IN PAVEMENT V r J ' ' '' ` i �-' Fi '} 6'` PVC POLY VINYL CHLORIDE f '_.......... ; . it �l � ��,^. r r., a�'C}' .^r...--^ �' /. ` 31.aas.. F...i , I r ,' H CJJ ;� ._N1,1111 it ;_.. v. „ ,_.. e" t✓..:,. .. ;;'F l.,' i:% "Ji ' ( \ a `r $' `::� �•'' w 'r-,.x..... _ \ t, ^ %•\ z= I ...r s 1r1 k d�.. ✓..r�. a, a $: pa'. ...at ,'� s .,. ... . .. , , , . , A i 4 . . ,333?'. 1, 2 a a ry .. _. _... "•' i t., x\ ,. �,..z'� ..d 3k81' •. . , i , ..,.: „.... -. e `t2 .i , r �« w. ' r��J7, a _,+ (-',' ''\ .3.. « �r� T �.. a?3I.} s a,• «u. �. _.,., ... , ....._ ra a .:. i r., _....�...\ ,. , <. ,✓ �si"=\.'i u . a a t .- ,r € Iw I ,,. , x. _ .. ... ):., . •a s>µ.. t J 1 i., J L c�, L B'E,: . a d• r,1 „ % .a�-= ..rT.. a«a�3 ... ,.. +a . ,r. ,, ..+ a�r,`J• ss r r , .. ._. ._. .....),.. t .. ..... ' I ✓ T 1 •• e-P•L&�'ii w " t';s ;7 ,' , r, a � - _ M r , � I2 ,.� �� L RED ' h Id /' / R RADIUS �-�� ...�:� RCP REINFORCED CONCRETE PIPE i pI o yl" .,;f«� 3�� '. ... —.. 3 ' ^ 3 r f \ !�. ;?>,._. > a ! },.:9 i i ��f �`a.� �.i i! : 1 , i `g 3 .� q. d ::, _�. ' �s _ �,� I I , ., G RAN G P LA N �. i1 M ' r, 14v� IN, ak , � : , � ' �� I V/ a,�?0 . _... IF '1.,, •° . i SAN. SANITARY . ' yq° I r P 1C - I b+ r Y tit S 7 m 35 i� r�5� %'" I 11 �Di>1H _ �'Y` b SF ( .r SQUARE FEET (FOOT) __. t /' ,.y 1` , pt _.,�, a g TDP-= ,ai,9.s . S U C e1 s i Ij i '� .tt .�M ".° , ,1, r,, STAr STATION ,, _ __.._.._W_._.• r ri � 7 r .fir e, j" I\ a... 7 _ R 51.0 "� _ ___.w ,, TR. STRUCTURE ..v > , i.3 ^'Y .r•. '. ' ! .. .,::.,fl: ` ��j 4 .�. ..!`�.-I e,1 _ .......G}f ....1...1. Lw�' alb J p'y i , tiS i r 3. jf ��• _ n Y _ts,.l;, / u:C? i— E: E1SA t j�_c�.�t' 1 / s �r S TRUCTU f ti`..k ) IN` I 1 ?9: ki l [ Cj I:> - byµ ' - i i ', i rs={ / r '� 1'i' F,C, �� F0, ;; , I ,Dir,r1 N 7 ,i ; 4.., r$ , e'g, ,,,..5'J:, :, ,. .g .. 3� , ,, fi .r�&-" rr �s "..q 4' !,.•. : < i,q _ 3 , 1N ,.OU'!�-4 ...,,d,(j �. , ..t: ,,x. _i , � � �, � i,,;xi,: '� SVC SERVICE i , "( �'� 7 ..97J 1>#i l .�,.., , .,a 'i .. �.,_ .� _.«...Y Yr,'. ,:3`. ?3�3<. - x:. i:'si f:. ,,zacn : Ixy`� . ,:�. :...J^k" t I.:l ,�.;r.';l i..l ,�,.,,... :� 1 ['� 3' [(y� i �ta a ,. 4 ... '�i �a..� ,,:ari,�4. .-yv _.x'.. j# : I' 10� a"wa',. 'x i ,.ir,• r) .,•'' i +' 3 ',' , t 1 , V S I yam.` aK 'J pJj;Ja YH. R �, a ..«�-A "�. .+�' Y''�. � ... `� _. :� a ✓ ,`x 1, i �.+" �P4 V.'�T,f ✓''" 1 / `..,a'DMfi,, 1 \\ v: ` ,(iii _,": ,1 IS .. .$111 I . __ �..i� ,_ >` iii ./, I P� ��- TC TOP OF CURB r _) ,? . ..: \ ` `ST ,�: rS '\;: 'cr' i c\a I-"'-�...it.. ..t M ....... ....... ..t:... .i:..._. i •\ r' a�:<.T \r' i' \ :I ' 10 ' , ' „ \\ ,_�, , 'ei a3x�. gK, T!1 POLE C TQ. B C TMP 61 W-02-2B j( 55� f� , t{., , fVf' ai.a? :.e... r G) { :,1 ,. .,'l,y P I'.! } i i,'.i f'..' r,'.,' } .i �� g ; ,d?,««.. X k I , 1 3 2+ (• ,- ?r �,.li� „., ,r ;�.;.. GO ALBEMARLE HEALTH INVES k. ,1. ' H D ,, N �+ TW TOP OF WAL_ 7 + '' .� '`, l 17 '., _ .. ,; ! TO REMAIN._ Q 15 �N ^ iJ.: i i,, yt D.B.2359 P. 582, 589 P '�2 :�fcD r !, ;� TYP. TYPICAL fS ..Y,,.,d C } �i . < .,:.., .. 11 / s '7-_� - ', l-�,&1G TO U E UNDERGROUND i ,;w \ 4:.: de 1 (, m..� _ram ",.' `J, I� F e r. r ELECTRIC .. F3 r�Ju7, I C _ -z;-- C:w'w._':. - t� __� .£.:; ,x1..�tr'.4:1 Xd R UON UNLESS OTHERWISE NOTED 13V{ ` : ' \ ''-y . . .r r. ' """'. fa• F '" .. .'•a t:" �' a �''',.� ar±. r• ` . 1�1. EMAIN i , %�... �.:..... ,,. .i..,.. '=— « __-.. R t t +. a �.:. a.,, . ' e - , s e, .:k .. 1, :.'1. , .J M t �' : v-"'.._,. '5 d, \ a �- , _, . .. e" ,l ,,a........ ' , ,.Alr`.,.. ii ,$ i_ .w{ ;', •; �, ,o, t9'1 „s"'~ _ 6 94 d �.. ,P.,. r`.? tie T (3 7$, a ^a,?'r.. �, <rf .. �,..,..... �>�: ..t._a .y `� v ;� } "5, ry .. \ .;y� rr.,;. �- ?1 3> �."a'Y .a 0 .� . , • ,T3&,4 . M �.yaMi, 1 -•-'- .3t �,. r\, t , C (�,...,":° -•� .••"'., .f,�,.. ' �Y 11 Ill, .._ .. a j� ii .. {j i '} ''' .. g "ry ..., w 0 D� ','i)°11 S.s v �t 4 r..... w Y - w «^ _. ` E 3 R wE, .. ,' - „._ DOGWO T _, DELTA= 80 52 43 �I O ' ' _ --_TO REMAIN (T�- P: � , " '� � , �°�}� '" ... - r CB=N15°43'22"W UON ' <' >. I. 'Z iM1,i ��39. 9 I S ,--.p t , Ji� ' ALL SHRUBS _ ` C= 32. 43' e, :1 1 TDP ( __..__.. ,;,','F.. ' , #w' T= 21.31 F':.i �152.20 SHALL REMAI r DELTA 19'33'.06" "' _ _____.......... ., -_ w� �'B=N65°56 49 W R=25.00 __,..,..« _�I" i " � _�, ,T 76 6 6 __,," .,_..___ _ .:.,._.. __._ . R=444.92' NF TMP 61 W-2--A T-10 CHARLOTTESVILLE REALTY ASSOCIATES D.B. 1311 P. 459 D.B. 696 P. 560, 565-566 (PLAT) SCALE IN FEET 0 5 10 20 40 60 r— _ I z W C) all N " 0 7— L w ¢ § o v U Uj w J S +-' � I Zo>a,_N w Q 0 u co 0o 0 " s O .J iZO� o n f , o = '1_ -_0 M M (- 12 These plans and associated documents are the exclusive property of POHL CONSULTING and may not be reproduced by any means in whole or in part and shall not be assigned to any third party without the express written consent of POHL CONSULTING. z Q a— �_ 0 z 2: W LU z 57 0 LL1 0 Q 0 W z W � � z `( II Z W IC( w U) -' 2 z o lc�co W J Uj m Q H i-' I-_—'1 (I ' 1--1 in�. W ~ � z z F-1 0 0 W Cn o U W � 1 rrnn V z z I-1 I~ '-- 5- V) 1----1 X U-i PROJECT NO. -1-0-2 SHEET NO. C-2 \�.2\ `\ OF 14 Short Version BMP Computations For Worksheets 2 - 6 Albemarle County Water Protection Ordinance: Modified Simple Method Plan Greenbrier Redevelopment Water Resources Area Development Area Preparer: FVP Date: 21-Mav-11 REVISED 8/19/111 Project Drainage Area Designation Entire Site L storm pollutant export in pounds, L = [P(Pj)Rv/12 j [ C(A)2.72 j Rv mean runoff coefficient, Rv = 0.05 + 0.009(I) Pj small storm correction factor, 0.9 percent imperviousness P annual precipitation, 43" in Albemarle A project area in acres in subject drainage area, A 1 146 C pollutant concentration, mg/I or ppm target phosphorus f factor applied to RR V required treatment volume in cy, 0.5" over imperv, area = A(1)43560(0.5/12)/27 RR required removal , L(post) - f x L(pre) %RR removal efficiency , RR100/L(post) I(pre) Bedpost) V _.. New Development r D - p _ tF (o Development Areas, _existing impervious cover 20%)„ C f I I (pre) * I Rv(pre) L(pre) a1 s $0a I~0d aa a )a ) I d 3 e !a aa I ailaal't aaaaaf 2t iai P 11al .... -. 1 (poRR 'k Area Type .._.__ ._.--- 70/Development t Areea 82 5.79 5 2... ... 0 37 ........ .I...... P 0.82 2.89 2.71 I 0.18 €, -7%t Drinking Water Watersheds ........... F xal.ata as a�a)a�a ai€ sal a tafla >.,° aaa tl , : � E F{yt,I,l a?4>9a�a ....._.__ .. _ _........._.. .......... ....I.._..... .._.. _.__... � .., >,�,:. ar °u a �k(l tin ,ta a as t�QO E F Sala, as ; 3.31 3.10 ? -0.21 i -7%I Other Rural Land gip ......... . .0.82... .......................... ...._... .. .. ._......... T a. .. * min. values , i ... i Redevelopment (Fo,..r.. Development Area% existing impervious cov er > 20%) . L(pre) )i RR ..._-f, .. (pre) Rv(preR Area Type 'a a.. a O.,a7, ' a 3 F . ;aEi i9ai'ij3 )i. i3 0° x 0.82 5.79 .42 i ° r - - 1 5 0.21 {3` 4 /° Development Area aiaeiii a 333 .seal. .,,r.�aerw -_.._.._.__,...-.............................._....-..,.._------- ,a_,a a�0a35aa a ° a g0 8 laia,aa R°fQt 0 82 2.89 2.71 1 U.25 9% Drinking Water Wiatersheds ..w,,q. ..: 9%.� Other Rural Land Total load produced by the site = 5.79 pounds for 1.146 acres. Pounds produced per acre = 5.79 Ibs / 1.146 acres = 5.1 Ibs/ac. Required Removal Rate for this site = 0.29 pounds (or 5% of the total phosphorus load). Pounds required to be removed per acre = 0.29 Ibs / 1.146 acres = 0.253 Ibs/ac. Treatment provided by use of Filterra Unit with 65% removal rate. Area of Treatment (A) = 0.22 acres (this area drains to the 8'x6' Filterra Unit) % removal (%RR) = 65% (Filterra provides a 65% treatment rate) Pollutant Load (PL) = 5.1 Ib/ac (pollutant load per acre of the site) Pollutant Removal = A k %RR * PL = 0.73 Ibs, which is greater than 0.29 Ibs, therefore, okay. Therefore, use 1 Filterra Unit with a treatment area of 0.22 acres. I(post) ,fi [to rfd Filterra Standard Plan Construction & Instaltatfon A. i:aolt Ltriik chair be Constructed sit the locationsarld elevatiolla according to the sues shown oil file appt uvf d. di'awillg& Ally .n1GChlicaticglS I.0 the elcvatioll or locatioll shall be at the direction of altd appt:oved by [tie ingiiter. B. If tie Filterla"' is stored before iJstallaticn, tlt: top slab mwt W placed uu the box u..ing t#a: 2x,1 wood provided, to prevent any coittarnilattion rrom tha sitc. All intunial Iittiugs supplied (ifany), nillst be fell hi place Us per tile: delivsry, C. The Lutit shall be placed aria compacted) stib-grade with a rnirtimum fi-inch gravel bass: Iuatchilq the ..611a1 gpra(ta of kite curb line ill the area of the uldt. ')`lie tout to be placed ,, M sLr:h .Lest t1C t11ut ,u d top lab tltatvil tl �.. rail c1 it ur' ill [he lu a (rt the unit. L re 4 b e p n .. , p {�° 1lII[.cil,t llr[dlatttrlldd sub -made, lnat[ S1a16 to 9�tvo Of II1dklrnlllll (1Cl.Slfy' at ��i•1 _ro Ctr optimum moisture. Uwitlitabl.�, Itlatertal bekmr sub -grade t liail be replat.cd to dic site eligimer's approval, D, Otitlet cortai0iQur shall be tlliaiwd alid sealed to fleet tits approved dtawirigs with Illodificatiolls ne"'55tiy to tweet site conditions and local regulations. E. Onoo flic unit is set, .tie internal wooden forms and protective inesh corer roust be left fillact. Remove Only the temporary wooden shipping blocks tx tweeit the bm wid top slab.'Ilio top lid should be icaled onto the box �uctiioa betilre Leacklillillg, LL=iu{ a:non- sluulk 1;rctut, butyl rubl;�ar ar siltiiilrr vvttt.rplOof seal.The lte bcxtrpt:l on tUp of i1tF,i lid and ;, Guard sealed In the tulit's Throat must NOT be reutovcdl. TClte Supplier (Aulerica:;t or its audwrized dealer') will r,111OVe t �3e ,Ltiotts at t1w tirtrc of uofivation. Ilacktillulg should N-, Wrfoint.d in a careftli nl.trutar•, burg-ilig ft. appropriate fift alataial tip ill 5 lili- (.,it At sides. Frc+:ast ss dohs sliall be S;a hi a iiiwlller that will result ill a watertight joint. Ill all histances, histallation of Filterre tudt shall conform to AS'1'M specification C89I "Standard Practice for installation of Undlergrotntil ljreoatst Utility Structures", , lllJldss directed otilenvise ill collirlct docullicill 1. F. Curb ;lull gutter uonstrucfioll (where present) stiatt ensure that the flow -line or tale FilWrra'D touts is -tit a greater elevation dwil the flow-fille of Lite bypa si struvtlrre or relief (drop hdot, curb cut or silrulaf). Failura to comply with this guidelina may caust, lrilLu e rlildfdtr ill:ttttng; tda the Filtvrrt T nvirnnm Ittal device: G Each Filtetra"' tit tit ill list receive adequate itrigatiort t0 ensure surviv ill of the hvilig system (ittrrng periods of drier vv'eather•'1'his may bu achieved through gutter flow or tt]rDt1,;I1 tit:: it e gt'ate. .;v'1t"1�3 14`1Y1S'.tfirtrru.Cd1[!I "?'irk? F&c'er. r...,af 3•r:'T „t-ifr Table 8: Pipe Design Table PIPE DESIGN TABLE i�.Gtlk'iltlOrtt e fra A. Activation of t1le F11farTa l uitit is perfortued ONLY by the Supplier. Purchaser is v:ilpoJ7.sible .for Filterra', iriict protection and subsegtient clean out cost, This process . 4aJUief cunJulteJlc�e until tllc project �Ite Is fully„ statttJl2.t:d slur cle.duLcd (full landscaping,r uS: 4 1 filial nviJ1 d.l stLtt sweepinga s(III to )> a tile a r v1laTllc. of ec!JL,tnlctrarl rllafertal5 cantanwlruing the Filterra systLlti. Care shrill be takers duling Qo1l,5truQtR,11l Jlot to dall► tge the pvoteottvo d1r(xtt and top plates• B. _ictivatiou inclucL; installation or phutt(s) wid 11ILLICIL laycas as neeesSaly. tbtalrrtell"111CO A. Each correctly installed FiltcrraV unit is to be mahitainedby the Supplier, or a Supplier altc,r approved arDv Co ntractor Ttiauto.r for a nuiun)nnt period of 1 �e1tr. `I"he colt of this sLrt eve 11 ll 1 ? is to be .included in the price of each Filtatat unit. hxtGuded maintenance contracts are available; tit extia cost upon request. 9Aluliad inalnt'v'mulcu colisists of a maxililtull of (2) sellodiilled Visits, ')Titu Visits are n1leduled seawlially; trigs spring visit iti.ills to clean tit) ali:er wiliter• loads inclilditig salts lord sands. The bill vi..,it helps the system by rernoviJig excessive leaf litter. C. Each alaintenarice visit coluiists of the rollowing lacks. 1. Filterr'itotutuinspection 2 Foreigat debris, silt, rntrich.0 trash re.aloval 3. Filter inedia evaluation arid. recliar6w as uec.es6my ill, Plant 1Teat.tl evallratiott aru# prtulillg or replaceIllent as uemisary 5. Kdpinceillent ul`ltullch 6. Disposal of all trtaintenalica refilse items 7. llairtl.en;utce records ulxfatecl tend stoleO (Idpotr s available. 11pon request) D, 'rho t ,,ginnim, and c idliog (take or Supplices oblig;lt.tioa to mointaflt (lie i axwtoll(A system shall, be di:teiiuin l by the Supplisi at fire time die system is activated. Owners limit promptly notify kli} Supplier of ally dallul e to the plcntt(s), wilich collstitute(s) an integral part of die bioretention tevfutology. FILTERRA SCHEDULE STRUCT. # L&'LW TYPE DA BYPASS INLET FT1 8'X6' 0.22 107 14'1YlY. r1I tL'['ru• Cpllt n = 0.025 for CMP n = 0.013 for RCP n = 0.01 for HDPE Pipe Hydrology Pipe (D N ro N i 4� Z) VT+ o 'ut v L O o E U ro Q E co ro o c� 0 v o 3 0 � N s (n o cad � E v) 5 E ro 15 � c1 c1 °� U of o E a1 E m B o o o •c m m E 3 v E ~ Y io ai ca o o Q coo E o m ro 0 ti aroi > o ro c7) LU < c- (5 < U < U l- C3 C7 >> _J C LL > li Pipe run: 100 107 105 0.31 0.90 0.279 0.279 5.00 6.67 1.86 1.86 450.00 448.65 79.71 0.013 1.69 15 8.41 3.59 0.37 105 103 0.00 0.90 0.000 0.279 5.37 6.54 0.00 1.83 448.55 446.09 144.74 0.013 1.70 15 8.42 3.85 0.63 0.38 acres added from 103 D(1 0.38 0.90 0.342 0.621 6.00 6.35 2.17 3.94 445.99 445.90 19.50 0.013 0.46 15 4.39 3.85 0.08 existing upstream inlets to show existing 15" RCP is adequate. I II II i I INLET SHAPING I I I I I I (BY OTHERS) A I „, I I A I I I I I I I I I I I I I ii III L------;i-r------ Ij- �- CURB (BY OTHERS) hf SOR-35 PVC COUPLING PLANT VIEW CAST INTO PRECAST BOX WALL (OUTLET PIPE LOCATION VARIES) CLEANOUT PLANT AS SUPPLIED TREE FRAME & GRATE COVER BY AMERICAST CAST IN (NOT SHOWN GALVANIZED CAST IN TOP SLAB TOP SLAB ANGLE NOSING FOR CLARITY) TOP SLAB CURB AND GUTTER INTERLOCKING JOINT (TYP) ' i (BY OTHERS) -1 STREET D_ 0 DOWEL BARS > ® 12" D.G. v Z y FILTER MEDIA PROVIDED BY AMERICAST PERFORATED MULCH PROVIDED BY AMERICAST UNDERDRAIN SYSTEM UNDERDRAIN STONE PROVIDED BY AMERICAST BY AMERICAST SECTION A -A DESIGNATION L W TREE GRATE OTY & SIZE OUTLET PIPE 6 x 4 6'-0" 4'-0" (1) 3x3 4" SDR-35 PVC 8 x 4 8'-0" 4'-0" (1) 3x3 4" SDR-35 PVC 8 x 6 8'-01' 6'-10" (1) 4x4 4" SDR-35 PVC 10 x 6 10'-0" 6'- 10" (1) 4x4 6" SDR-35 PVC 12 x 4 12'-0" 4'-0" (2) 3x3 4" SDR-35 PVC 12 x 6 12'-0" V-0" (2) 4x4 6" SDR-35 PVC 13 x 7 13'-0" 7'-0" (2) 4x4 6" SDR-35 PVC MODIFICATIONS OF DRAWINGS ARE ONLY PERMITTED BY WRRTEN AUTHORIZATION FROM FIL TERRA DRAWING AVAILABLE IN TIF FILE FORMAT. DATE: 09-04-07 DWG: FTNW-3 Q LMJL�Li�i��Lr,�J U® PRECAST FILTERRAO UNIT coPydbbteaoo7by.�ori<a9 NARROW WIDTH CONFIGURATION US PAT 6.277.27, AND 6.569.321 5 171 > co J w Iw- 0 m Q - 1 00 0�0 00 000•d O�� O I__ 0 V)17-Z 455 450 STR.10'6 84.36 L.F. 1.60% 15in• Al P ..EN 435 DATUM ELEV 430. 00 10+00 VIERTICAL GRAPHIC SCALE 2.5 5.0 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE O 25 OU VV ( IN FEET ) 1 inch = 50 ft. FLUME - SLOPED) CROWNED FLUME PRECAST FILTERRA TOWARDS FILTERRA THROAT TOP SLAB (TYP) PRECAST FILTERRA FILTERRA THROAT TOP SLAB CURB - ,<tf' OPENING (TYP) '';, _:�+•.r,fe:SU.: �r?�+{":.'„v• 4-6" FILTERRA z... ., .. T}IR0.1T OPENING N 4-6' OPENIN -6" OPENING •y;,`. •' �',?' •'iM�"; .'•... CAST -IN -PLACE ,., y ..,..,. a• FLUME & GUTTER;.%; PRECAST ,�•4 _; -, DOWEL (SLOPED TOWARD FILTERRA THROAT) -,fa•(.:^•. - • FILTERRA �'" r; CAST -IN -PLACE r' ;, }. OW) t DOWEL BOX WALL FLUME & GUTTER PRECAST (TYP) (CROWNED AND SLOPED FILTERRA - TOWARD FILTERRA THROATS) BOX WALL SECTIONS VIEWS OF FILTERRA IN TYPICAL FLUME APPLICATIONS SEE BELOW FOR DETAILS NOT SHOWN STANDARD 90' NOSING (OTHER NOSING AVAILABLE UPON REQUEST) ;., PRECAST TOP SLABI 4-6" CLEAR THROAT OPENING I a ea. .4. a' G4' a G d d A' A 6,4 CAST -IN -PLACE DEPRESSED GUTTER AND THROAT OPENING a' A a (BY CONTRACTOR) i THROAT PROTECTION DEWICE : DO NOT REMOVE - LEAWE #4 DOWEL BARS ® 12" O.C. BY AMERICAST II, .. IN PLACE UNTIL SITE IS TO BE BENT AS NECESSARY BY CONTRACTOR t. j .?. STABILIZED AND FILTERRA PRIOR TO INSTALLATION OF FIELD POURED GUTTER I I IS ACTIVATED u V IMPORTANT FILTERRA FLOWLENE MUST BE AT 'A HIGiHER SECTION VIEW ELEVATION THAN BYPASS STANDARD FILTERRA THROAT OPENING FLDWLINEEITHER :INLET ❑R MODIFICATIONS OF DRAWINGS ARE ONLY PERMITTED BY WRITTEN AUTHORIZATION FROM FILTERRA DRAWING AVAILABLE IN TIFF FILE FORMAT. DATE: 02-27-06 DWG: CGT-4 WUL�LitS�l_`�L�JJ� FILTERRA® THROAT OPENING��a° AND GUTTER OR FLUME DETAIL US PAS 6,277,274 Cgydght 01A07 by.1re t AND 6,569693,1 21 w _ � 00 to d O_ O P- N �O FV-) E- F- X NV)V)w 0to 0OwM W O�wwCO to (fla0 00 N cr)M D OOto 00Do(66 � ornrno' 0monN �rtrir�ir�� 00� +•-d 4- .4- N MO d r7 d ddd O d Z0 �C14 •+ 0 bi ZZZOH HO» a<EL -: CY ZZZ V) I-_ �U)l_- V) V) WATER VC. LINE. --------- _ - - - ' - ._._... _--------_---_----- i i 1 -T- II II 11 +00 0 �•-rites 0 r STR.104 - ----- -- ----------- - 44.74 L.F. 1.70% STR.102 II 15in. RCP 19.50 L.F. 0.46% EXIST. EXISTING 15in. RCP 1 TO ....... ............ ....... .................. ........... ... _. __._...... . _.... - _.. _._._.__ CC_ I I� EXIST II II 54in. F __-----'__-.--.-.--____-- ._____._._._._..._._._-- 12+00 STR107 - STR-EX1 20 0 LEGEND 0 0 L0 N F O0�d- 00inF- z��-� J Ia 00 U(nl- z 455 450 445 DATUM ELEV 440.0 ri 13+00 PROPOSED C/L GRADE EXISTING C/L GRADE w a-0-U U U � S _ ., io - - U (� 0 0 Z Z Z Z F- LnZ ccll(! X I-O--X tXXQwwW Ow0in0`- Ln -017CO N+t�d�d� 4-F- w��ZZZo 00I Z_ Z I I WATER SVC. LINE j II STR.202 �_ II II [ ' 95.0 L.F. ---- ------ �- - -I _ 2.0% I IAI 6in. PVC I II I u INLET LAT. i IIIJ YP. fifi STR.200 550 GAL. OIL WATER (STR.201) 7.0 L.F. 2.0% SEPARATOR 4in. PVC 10+00 11 +00 STR-C.O.- STR- EX2 ALTx 62�f Oi 1\L•3. K V. POHL > No.4062 o `� l SCALE; 1 " = 20' DATE: 05116111 DRAWN BY FVP REVISIONS: 08119111 U V z V) N z LL J o rJ W O Z > O V U � �w z0 > Q- 4 OLLJ 00N Ln o T V � O O z `-'��C� O U Cn These plans and associated documents are the exclusive property of POHL CONSULTING and may not be reproduced by any means in whole or in part and shall not be assigned to any 'third party without the express written consent of POHL CONSULTING. z LU z � W Q z Z H // W W I..I J 11J z< Q ED m LLJ J a U U coUJH z W Ili H 0 W O H z ll-�I PROJECT NO. 102 SHEET NO. C-5 OF 14 MERE.. NOTES—. A. ThE @EI'cL`w ai 'UW&AU 3ML iEpF 'XED ss r{Rf�mA: m Mr.& a 3 '- N1fF�{'.d}�.IR'' RSSifP��..iL,, O7y�BtgY 3y�^F�DT :CIiETP kl iHf ff£E�gtTR�N�D{ip TTLt�rd53'O t�iY 3?T 1)�3 iH 3kz�'��fii�TTHEYeia'i�A� E1MT.+HLC 4.1 PmAr Imp nom PNS OW GSR'CRETE *ML JM QM A--k Na 3� �a g�Si8 ,i�'2 T9 E E fa S N a' PLAM ?mum S4 CERM &UNI - •1 1 �i P' �b .f•LG R.Ag-QEPTN EF F.W? FLIMP. Xrflw ^' D. tom® a ° p� ` i�gM�{p�q 34 atom GM s r7'� a 7. HY SLi rTkEY SE 'As ' 4. *1 Go 3 - rk9 D PAR?„ a 3:1 �TgxQi3TE 81TM TEE MFT,4F Ry69�'r t1F ia'Ti}iYk?. FRNeiTTY I'WeAR . TRY .U[S7 EE�i Yt• ffiFrdi7J�� t� ' TATPMEE fficD uRTe Uv FYMRTC3. $ M6id F&` 7 ,gIi6 ,y{pY . 1Dr W> TIN: 3W U iiE sir 'P ,Kr n ft s'htc s Tra k�t`a TLC t LRggr tesc i'TS yTAuceK°°TTM 0 7R;iF.t3, ftffElN TO 87SA`DDGSh:EiCiCi ES�TtiilR;E U A+E FY P.. M, 3IH N CM WM3 IM URD RN 'EI3NUM= AffN A WM M PXK j TAX N7&. VY WXN Rk&t SL IM W" Of TK W= 1= Mn uoo'&b*avoaaa CIO ❑ O OaQ 0a 0409 Oa OA Oi�QG OPCa4U O C O O U O 00 O a O Q O 0 1L@ t S'�` 9 O A.O 1) idD QU C9 O0 � CGVtE7iE 0 0 0 9 0 O A O O O D O 0 0 TKWWAFD DOW BETECTa�51!ARNM CG- 2 DETECTABLE WARMG SLRFACE GENERAL NOTES veam i A"wj11 E�SiEeDNar. T1'1GEIT P-M MC-2 Er-7 SOTM A -A NOTE+ MR MML WIM W " iE1ff16T,ME IMAM UW". i a® .®moo NOTES III = LEWM UF A MAUL AB a�E$nu, litu DLM OF Ta SLAY'. Tsai SELLC = 7 TYYL A" ACE Ov`f1FTCkA = U TREE uKSTY 3MW AW 41 W TO MW FAL9 tm » � D an lt�.-w M MAUL 'DO ` BAED RFORALEL A FWEMMU1M YE=N FDA }N:TAMMO GM AE V= WH MMNO AFFR ATRP. L:EiM AT A97M W TAD S OW7 TOES �mpt�h.S' SC M 8 FW` Wi EGg[!&T;N9 im SEW FYiFE OLM am TU THE STAW C 3 A Y AY A M 5EPJ= OR £�l'GTED TO WUUMX OG-12 DETECTABLE WARNING SURFACE gm -I w TYPE C {PARXLEL & PERPENDICULAV APPLICATION r � OF TAMEXCaam Parking space identification signs shall include the International Symbol of Accessibility complying with 703.7.2.1. Signs identifying van parking spaces shall contain the designation "van accessible." Signs shall be 60 inches (1525 mm) minimum above the finish floor or ground surface measured to the! bottom of the sign. ROUNDED TOP FOR DRAINAGE 6 " DIA. STEEL PIPE PAINTED YELLOW & FILLED WITH CONC. 2500 PSI CONC. 6" MIN. COVER 12" MIN.i BOLLARD DETAIL Approximate Limits of Excavation Retained Soil 4" Perforated PVC Drainage Tile 8" Min. Low Permeable Soil Reinforced Soil ; ' Grid Depth ' Handrail where indicated on plan Cap Unit Wall Unit Unit Drainage Fill (3/4" Crushed Rock or Stone) Finished Grade Note: Unreinforced Concrete When site conditions require, wrap drainage or Crushed Stone tile in 3/4" aggreglate and filter fabric with Foundation Soil Leveling Pad - DEISGNER SHALL drainage composlite or aggregate back drain EXTEND BOTTOM OF WALL SO THAT system, as directed by geotechnical engineer. LOAD FROM THIS WALL IS NOT TRANSFERRED TO EXISTING RETAINING WALL. 12" X 12" X 4" TYPICAL CLEAN OU T DETAIL PAVEMENT SECTION IS BASED ON AN ASSUMED CBR VALUE OF 6. SUBGRADE TESTS SHALL BE PERFORMED BEFORE PLACEMENT TO CONFIRM SECTION IS ADEQUATE. Typical Reinforced Wall Section Standard Unit - 1" Setback 2" SM-9.5A 5" BM-2.5 8" VDOT 21—A STONE BASE COMPACTED SUBGRADE -FYPI CAL PAVEMENT SECTION PAVEMENT SECTION IS BASED ON AN ASSUMED CBR VALUE OF 6. SUBGRADE TESTS SHALL BE PERFORMED BEFORE PLACEMENT TO CONFIRM SECTION IS ADEQUATE. �p'L•rH of I� ti •� o FRANK V. POHL > SCALE: 1 " = 20' DATE: 05116111 DRAWN BY FVP REVISIONS: 08119111 U J � nr V z VJ zw w CD n! Ow Z Q O v 0 U cD �> w z w01110000 o> a4 N 0 J O LLjZ0CE �� rn CD 1�0V rr m ,2 These plans and associated documents are the exclusive property of POHL CONSULTING and may not be reproduced by any means in whole or in part and shall not be assigned to any third party without the express written consent of POHL CONSULTING. 10 PROJECT NO. 102 SHEET NO. Cn J Q w ifl 0 Z Q U') W I-- O z J W Z w rGC'L�� OF 14 HIGHLAND TANK NOTES MODEL HTC-550 UL-SU2215 APPROVED OIL/WATER SEPARATOR WITH CORELLA COALESCER SINGLE -WALL CONSTRUCTION WITH THE HIGHGUARD PROTECTION SYSTEM FOR UNDERGROUND INSTALLATION. PROJECT DESCRIPTION: GREENBRIER REDEVELOPMENT SCOPE THE SEPARATOR SHALL BE DESIGNED FOR GRAVITY SEPARATION OF SAND, GRIT, SETTLEABLE SOLIDS, OR SEMISOLIDS, AND FREE OILS (HYDROCARBONS AND OTHER PETROLEUM PRODUCTS) FROM WASTEWATER ASSOCIATED WITH FUELING OPERATIONS. SEPARATOR SHALL BE INSTALLED BELOWGROUND WITH TOP ACCESS AT OR ABOVE GRADE LEVEL. THE SOURCE OF THE INFLUENT TO THE SEPARATOR SHALL BE GRAVITY FLOW FROM STORM WATER RUNOFF, HYDROCARBON SPILLS, AND/OR CLEANING/MAINTENANCE OPERATIONS SPECIFICA TIONS PROVIDE AND INSTALL ONE HIGHLAND TANK MODEL HTC-550 UL-SU2215 BELOWGROUND SINGLE WALL PARALLEL FLA T/CORRUGA TED PLA TE GRA VITY DISPLACEMENT OIL/WA TER SEPARA TOR. SEPARA TOR SHALL BE FURNISHED WITH OIL LEVEL ALARM SYSTEM. OIL/WATER SEPARATOR SHALL BE 3'-6" IN DIAMETER AND 7'-9" LONG; HA VING A TOTAL VOLUME OF 550 GALLONS TO COMPLY WITH SPILL PREVENTION CONTROL AND COUNTERMEASURES (SPCC) PLAN REQUIREMENTS AT THE FACILITY. THE SIZING OF THIS OIL/WATER SEPARATOR IS CONSISTENT WITH INDUSTRY PROTOCOLS FOR COMPLYING WITH THE MINIMUM FEDERAL SPILL AND DISCHARGE REGULATIONS THEREFORE A SEPARATOR OF SMALLER VOLUME IS NOT PERMISSIBLE. SEPARATOR TO BE FURNISHED WITH A CORELLA INCLINED PARALLEL FLA T/CORRUGA TED PLA TE COALESCER TO SIMUL TANEOUSL Y SEPARATE FREE OIL DROPLETS AND SETTLEABLE OR SUSPENDED SOLIDS PARTICLES FROM WATER WITHOUT CLOGGING OF THE COALESCER. PERFORMANCE INFLUENT CHARACTERISTICS: PROVIDE SEPARATOR DESIGNED FOR INTERMITTENT AND VARIABLE FLOWS OF WATER, OIL, OR' ANY COMBINATION OF NON -EMULSIFIED OIL -WATER MIXTURES RANGING FROM ZERO TO 55 GAL/MIN. MINIMUM SEPARATOR RETENTION TIME SHALL BE 10 MINUTES. OPERATING TEMPERATURES OF THE INFLUENT OIL IN WATER MIXTURE SHALL RANGE FROM 40 DEGREES F. TO 80 DEGREES F. THE SPECIFIC GRAVITY OF THE OILS AT OPERATING TEMPERATURES SHALL RANGE FROM 0.71 TO 0.92. THE SPECIFIC GRAVITY OF THE FRESH WATER AT OPERATING TEMPERATURES SHALL RANGE FROM 1.00 TO 1.03. EFFLUENT CHARACTERISTICS: THE FREE OIL AND GREASE CONCENTRATION /N THE EFFLUENT FROM THE SEPARATOR SHALL NOT EXCEED 10 MG/L (10 PPM) TO SATISFY REQUIREMENTS OF THE NPDES STORMWA TER DISCHARGE PERMIT. TO ACHIEVE THIS GOAL, IT WILL BE NECESSARY TO REMOVE ALL FREE OIL DROPLETS EQUAL TO AND GREATER THAN 20 MICRONS. DESIGN CRI TERIA: THE SEPARATOR SHALL BE LISTED TO UNDERWRITER'S LABORATORIES UL-SU2215. CONSTRUCTION AND PERFORMANCE OF THE OIL/WATER SEPARATORS MUST BE IN ACCORDANCE WITH UL-SU2215. PROVIDE CERTIFICATION DOCUMENTATION DETAILING CRITERIA UNDER WHICH THE SYSTEM WAS TESTED. UL-SU2215 LABEL SHALL BE PROMINENTLY DISPLAYED ON MANWA Y COVERS. SEPARATOR SHALL BE DESIGNED IN ACCORDANCE WITH STOKES LAW AND THE AMERICAN PETROLEUM INSTITUTE PUBLICATION 421, "MONOGRAPHS ON REFINERY ENVIRONMENTAL CONTROL - MANAGEMENT OF WATER DISCHARGES; DESIGN AND OPERATION OF OIL/WATER SEPARATORS." EFFECTIVE SURFACE AREA CALCULATIONS, SIGNED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINEER SHALL BE SUBMITTED TO DOCUMENT SPECIFIED EFFLUENT QUALITY BASED ON COMPLETE REMOVAL OF THE SPECIFIED OIL GLOBULE AT DESIGN FLOW. A SEPARATOR WITH LOWER EFFECTIVE SURFACE AREA THAN REQUIRED IS NOT PERMISSIBLE. SEPARATOR CAPACITIES, DIMENSIONS, CONSTRUCTION, AND THICKNESS SHALL BE IN STRICT ACCORDANCE WITH UNDERWRITERS LABORATORIES, SUBJECT UL-58 STANDARD FOR SAFETY, STEEL UNDERGROUND TANKS FOR FLAMMABLE AND COMBUSTIBLE LIQUIDS, SEPTEMBER 30, 1997, SINGLE WALL CONSTRUCTION. SEPARATOR CORROSION CONTROL SYSTEM SHALL BE IN STRICT ACCORDANCE WITH UNDERWRITERS LABORATORIES INC. SUBJECT UL-1746 STANDARD FOR EXTERNAL CORROSION PROTECTION SYSTEMS FOR STEEL UNDERGROUND STORAGE TANKS AND HIGHGUARDO EXTERNAL CORROSION PROTECTION SPECIFICATIONS. OIL/WATER SEPARATOR SHALL COMPLY WITH NATIONAL FIRE PROTECTION ASSOCIATION NFPA 30 FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE 2003 EDITION. SEPARATOR VESSEL VOLUME SHALL ALLOW FOR A HYDRAULIC RETENTION TIME OF TEN (10) MINUTE.' TO ENSURE LAMINAR FLOW CONDITIONS WHICH RESULT /N HYDRAULIC UNIFORMITY AND HIGH EFFLUENT QUALITY. VOLUME REDUCTION WILL AD VERSEL Y AFFECT SEPARATOR PERFORMANCE BY INCREASING HORIZONTAL VELOCITY AND TURBULENCE, THEREFORE A SEPARATOR OF SMALLER VOLUME IS NOT PERMISSIBLE. SEPARATOR SHALL BE THE STANDARD PATENTED PRODUCT OF A STEEL TANK MANUFACTURER REGULARLY ENGAGED IN THE PRODUCTION OF SUCH EQUIPMENT. MANUFACTURER SHALL HAVE AT LEAST 20 YEARS EXPERIENCE /N MANUFACTURING SIMILAR UNITS FOR IDENTICAL APPLICATIONS. NO SUBCONTRACTING OF TANK FABRICATION SHALL BE PERMITTED. Collection Cd,fttch Banns (OR APPROVED EQUAL) Catch Bashis are &slgrW to capkve , Oil, dettis. aW aswdated pr rrUmts dlscharqW from why nAn- term and fue&V f it es to MmA thar eauy ihw draebge 8 . When 1 1a1et cwju . an olfwatat uparalor. the calch bAn acts as a siniple pre4ealmr1t , to oog t ft trash 1*11ong pwent it flirurr doWkV #ia drain& The resuft is also tees waste material Chi errs are easy to instal, and n-4n n. The catch WsWs iwnov- aW ck la %taslebaslwt colWAS trash, Wwch may be &Vwted attr sawe bay €tt os ot ktd isllmft.Asectoreen wakled IrO& tiv catch L irrin, aWs further protecUm wjainst waste enteTing d* S�VWtor. Cdch Dins constrmted of h6avy uty st J aM am agi le In gable wagedar;>tnrctionto meetstrict avimn- ril rrrtailrrrrs BY I16 tizz SEPARATOR SHALL BE FABRICATED, INSPECTED, AND TESTED FOR LEAKAGE BEFORE SHIPMENT FROM THE FACTORY BY MANUFACTURER AS A COMPLETELY ASSEMBLED VESSEL READY FOR INSTALLATION. SEPARATOR SHALL BE CYLINDRICAL, HORIZONTAL, ATMOSPHERIC -TYPE STEEL VESSEL INTENDED FOR THE SEPARATION AND STORAGE OF FLAMMABLE AND COMBUSTIBLE LIQUIDS. THE SEPARATOR SHALL HAVE THE STRUCTURAL STRENGTH TO WITHSTAND STATIC AND DYNAMIC HYDRAULIC LOADING WHILE EMPTY AND DURING OPERATING CONDITIONS. THE OIL/WA TER SEPARATOR'S DIMENSIONS AND THICKNESS SHALL BE STRESS AND STRAIN AS PRESENTED IN UL 58 SEPTEMBER 30 1997. CALCULATIONS IN STRICT COMPLIANCE WITH ROARK S FORMULAS FOR TR A RAN , SIGNED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINEER SHALL BE SUBMITTED TO DOCUMENT STRUCTURAL STRENGTH UNDER SPECIFIED OVERBEARING OR EXTERNAL PRESSURE. A SEPARATOR WITH A REDUCED SHELL THICKNESS IS NOT PERMISSIBLE. SEPARATOR SHALL HAVE AN OIL STORAGE CAPACITY EQUAL TO ABOUT 437,, OF THE TOTAL VESSEL VOLUME AND AN EMERGENCY OIL SPILL CAPACITY EQUAL TO 807o OF THE TOTAL VESSEL VOLUME. TO PREVENT EXTENSIVE SHUTDOWN AND MAINTENANCE, THE SEPARATOR'S COALESCER DESIGN MUST ALLOW SOLIDS TO FALL UNHINDERED BY TURBULENCE, AND OIL DROPLETS TO RISE WITHOUT RISK OF RE -EMULSIFYING DUE TO COLLISIONS WITH INTERFERING SOLIDS THE USE OF PLASTIC PERFORATED TUBES, SPHERICAL BALLS, OR IRREGULAR SHAPED MEDIA WILL INCREASE THE FACILITY'S MAINTENANCE COSTS AND SHALL NOT BE PERMITTED. SEPARATOR SHALL CONSIST OF INLET AND OUTLET CONNECTIONS, NON -CLOGGING FLOW DISTRIBUTOR AND ENERGY DISSIPATER DEVICE, STATIONARY UNDER FLOW BAFFLE, PRESETTLING CHAMBER FOR SOLIDS, SLUDGE BAFFLE, OIL COALESCING CHAMBER WITH REMOVABLE PARALLEL FLAT/CORRUGATED PLATE COALESCER, WITH REMOVABLE PLATES, AND SECTIONALIZED REMOVABLE POLYPROPYLENE IMPINGEMENT COALESCERS TO OPTIMIZE SEPARATION OF FREE OIL FROM WATER, EFFLUENT DOWNCOMEiR POSITIONED TO PREVENT DISCHARGE OF FREE OIL THAT HAS BEEN SEPARATED FROM THE WATER, ACCESS WAYS FOR COALESCERS AND EACH' CHAMBER, FITTINGS FOR VENT, OIL PUMP -OUT, SAMPLING, GAUGING, AND LIFTING LUGS DESCRIPTION SEPARA TOR SHALL BE STANDARD PREFABR/CA TED INCLINED PARALLEL FLA ;T/CORRUGA TED PLA TE, GRA VITY DISPLACEMENT TYPE UNIT. SEPARATOR SHALL BE CYLINDRICAL WITH CAPACITIES, DIMENSIONS, CONSTRUCTION, AND THICKNESS IN STRICT ACCORDANCE WITH UNDERWRITERS LABORATORIES SUBJECT 58, SINGLE WALL CONSTRUCTION USING FLAT -FLANGED HEADS SEPARATOR SHALL COMPLY WITH NATIONAL FIRE PROTECTION ASSOCIATION NFPA 30 FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE, 2003 EDITION. THE SEPARATOR SHALL BE A PRE -PACKAGED, PRE-ENGINEERED, READY TO INSTALL UNIT CONSISTING OF- 1. A 4" FLANGED INLET CONNECTION AT THE INLET END OF THE SEPARATOR. INLET NOZZLE DISCHARGE IS LOCATED AT THE FURTHEST DIAGONAL POINT FROM THE EFFLUENT DISCHARGE OPENING. 2. A VELOCITY HEAD DIFFUSION BAFFLE AT THE INLET TO: 2.1. REDUCE HORIZONTAL VELOCITY AND FLOW TURBULENCE, 2.2. DISTRIBUTE THE FLOW EQUALLY OVER THE SEPARATORS CROSS SECTIONAL AREA, 2.3. DIRECT THE FLOW /N A SERPENTINE PATH IN ORDER TO ENHANCE HYDRAULIC CHARACTERISTICS AND FULLY UTILIZE ALL SEPARATOR VOLUME, AND 2.4. COMPLETELY ISOLATE ALL INLET TURBULENCE FROM THE SEPARATION CHAMBER. J. A SEDIMENT CHAMBER TO DISPERSE FLOW AND COLLECT OILY SOLIDS AND SEDIMENTS. 4. A SLUDGE BAFFLE TO RETAIN SETTLEABLE SOLIDS AND SEDIMENT AND PREVENT THEM FROM ENTERING THE SEPARATION CHAMBER. 5. AN OIL/WATER SEPARATION CHAMBER CONTAINING A REMOVABLE CORELLA INCLINED PARALLEL FLAT/CORRUGATED PLATE COALESCER. THE COALESCER SHALL HAVE INDIVIDUAL REMOVABLE PLATES, SLOPED TOWARDS THE SEDIMENT CHAMBER. EACH COALESCING PLATE SHALL BE FLAT ON THE TOP AND CORRUGATED ON THE BOTTOM. THE FLAT TOP PLATE SHALL RESIST CLOGGING AND CLOTTING WITH SOLIDS. THE CORRUGATIONS OF EACH OF THE PLATE BOTTOMS SHALL BE SHAPED AND POSITIONED TO ENHANCE COLLISIONS BETWEEN THE RISING OIL DROPLETS AND COALESCENCE BETWEEN THEM THEREBY IMPROVING SEPARATOR EFFICIENCY. THE COALESCER SHALL: EFFECT SEPARATION OF OIL AND SOLIDS FROM ALL STRATA OF THE WASTEWATER STREAM. SHORTEN THE VERTICAL DISTANCE THAT AN OIL GLOBULE OR SOLID PARTICLE HAS TO RAISE OR SINK, RESPECTIVELY, FOR EFFECTIVE REMOVAL. THE MINIMUM PLATE GAP SHALL BE 3/4 " ENHANCE COALESCENCE AND AGGLOMERATION BY CAUSING THE SMALLER GLOBULES AND PARTICLES (THOSE POSSESSING SMALLER RISING/SETTLING RATES) TO COALESCE AND COLLECT ON THE PLATES THEREBY FORMING LARGER GLOBULES AND PARTICLES THAT SEPARATE RAPIDL Y IN WATER. DIRECT THE FLOW PATHS OF THE SEPARATED OIL TO THE SURFACE OF THE SEPARATOR AND SEPARATED SOLIDS TO THE BOTTOM OF THE SEPARA TOR. ALLOW SOLIDS TO FALL UNHINDERED BY TURBULENCE, AND OIL DROPLETS TO RISE WITHOUT RISK OF RE -EMULSIFYING DUE TO COLLISIONS WITH INTERFERING SOLIDS. THE OIL/WATER SEPARATION CHAMBER SHALL ALSO CONTAIN A SECTIONALIZED REMOVABLE "PETRO-SCREEN-" POLYPROPYLENE IMPINGEMENT COALESCER DESIGNED TO INTERCEPT OIL GLOBULES OF LESS THAN 20 MICRONS IN DIAMETER. HEAVY, ONE-PIECE IMPINGEMENT COALESCERS ARE NOT PERMISSIBLE. AN INTERNAL EFFLUENT DOWNCOMER AT THE OUTLET END OF THE SEPARATOR, TO ALLOW FOR DISCHARGE FROM THE BOTTOM OF THE SEPARATION CHAMBER ONLY. 0 I Options Coate mid cafbon orsainlass stet - VIA inlet 00nnections m sizing Gowtuction Hooded outlet or err -turret pedestrian grating a d fry 901 down comerpipe helps pre �rr7 l s�srrne girth 11"-duly � vent trr um Wlu , f oatablr E V aweig removable ant for 8did% and trash from entetinlg the " i =hulb or f€arGed wtinectlons trash le' r"maiwivaai drahap system ' separator, 6 c141.rt �a2$�9 a P^' Larp sJlrrrt ratterrtierl aw Robw 1 wed M ft 2 M" 81W3 AM b' knhlm AkfUiffs.FAIM YMnKM2169 tw-_'v27407 UNumPA17M niAkA,€A=o 614-w1m4 W WS 73-mfme18--ml 713 W4443 7 WeMi24 1 17 WMIM FAX2MIM r m -ram, W GENE-RAL SPECIFICATIONS NO. REQ'D: (1) CAPACITY: 550 GALLON TYPE: HTC, HIGHGUARD, SINGLE WALL, "G" SERIES MATERIAL: MILD CARBON STEEL FLOW RATE: 55 GPM GAUGE: SHELL- 7 GA. HEADS- 7 GA. SURFACE PREP: SSPC NO.6 BLAST ALL EXTERIOR SURFACES COATING: MATERIAL THICKNESS EXTERIOR- HIGHGUARD (75 MILS) INTERIOR- NONE CONSTRUCTION : LAP FIT & WELD ALL EXTERIOR SE OPERATING PRESSURE : ATMOSPHERIC NOTES: 1. POLYURETHANE HIGHGUARD TANK IS NOT APPR FOR THE STORAGE OF HEATED PRODUCTS 2. TANK HAS 30 YEAR LIMITED WARRANTY 3. 15000 VOLT SPARK TEST PROVIDED AT FACTORY 4. ALL VENT PIPING BY INSTALLER END VIEW NOTE : ALL RIGHTS RESERVED. THIS DRAWING OR ANY PART THEREOF MUST NOT BE REPRODUCED IN ANY FORM WITHOUT THE WRITTEN PERMISSION OF HIGHLAND TANK. HIGHLAND TANK SHALL BE RESPONSIBLE ONLY FOR ITEMS INDICATED ON THIS FABRICATION DRAWING UNLESS OTHERWISE NOTED. CUSTOMER IS RESPONSIBLE FOR VERIFYING CORRECTNESS OF SIZE / LOCATION OF FITTINGS , ACCESSORIES & COATINGS SHOWN ON THIS DRAWING A 4" FLANGED EFFLUENT CONNECTION AT THE OUTLET END OF THE SEPARATOR. FITTINGS FOR VENT, INTERFACE/LEVEL SENSOR, AND WASTE OIL PUMP -OUT, SAMPLING, AND GAUGE. TWO (2) 24-INCH DIAMETER MANHOLES, UL APPROVED, COMPLETE WITH ------ EXTENSION, COVER, GASKET, AND BOLTS ONE MANWA Y SHALL BE PLACED BETWEEN THE INLET ANDTHE PARALLEL FLA T/CORRUGA TED PLATE COALESCER TO FACILI TA TE ACCESS INTO SEDIMENT AND PARALLEL FLAT CORR UGA TED PLA TE COALESCER ONE MAN IWA Y SHALL BE PLAC ED BETWEEN THE PAR CHAMBER FOR SOLIDS REMOVAL. / OUTLET TO FACILITATE ACCESS INTO THE OIL/WATER SEPARATION CHAMBER FOR OIL REMOVAL. LIFTING LUGS INSTALLED AT BALANCING POINTS FOR HANDLING AND INSTALLATION. IDENT/F/CA T/ON PLA TES: PLA TES TO BE AIFF/XED /N PROMINENT LOCA TION AND BE DURABLE AND LEGIBLE THROUGHOUT EQUIPMENT LIFE. HIGHGUARD CORROSION PROTECTION SYSTEM CONSISTING OF.• • ISOLATION SPOOL PIECES • DIELECTRIC ISOLATION GASKETS AND BUSHINGS • EXTERNAL SURFACES COMMERCIAL GRIT -BLASTED, COATED 75 MILS DFT SELF -REINFORCING POLYURETHANE. INTERNAL SURFACES COMMERCIAL GRIT BLAST AND COATED WITH 10 MILS DFT HEAVY DUTY POLYURETHANE. ACCESSORIES.• 1. SEPARA TOR SHALL BE SUPPLIED WITH AN AUDIBLE AND VISUAL ALARM SYSTEM THA T INDICA TES HI OIL LEVEL (VISUAL ONL Y) AND HI -HI OIL LEVEL (AUDIBLE AND VISUAL) OF OIL STORAGE IN THE OIL/WATER SEPARATOR WILL BE PROVIDED. A SILENCE CONTROL SHALL BE PROVIDED FOR THE AUDIBLE ALARMS LEVEL SENSOR(S) TO BE INTRINSICALLY SAFE. LEVEL SENSOR FLOATS TO BE MADE OF STAINLESS STEEL. THE CONTROL PANEL SHALL BE NEMA 4. POWER TO THE CONTROL PANEL IS TO BE [ ]VOLT, [ ] PHASE. 2. SEPARATOR SHALL BE SUPPLIED WITH POLYESTER HOLD-DOWN STRAPS. J. SEPARATOR SHALL BE SUPPLIED WITH PREFABRICATED CONCRETE DEADMAN ANCHORS. 4. SEPARATOR SHALL BE SUPPLIED WITH CYLINDRICAL AND/OR RECTANGULAR STEEL GRADE LEVEL MANWAYS DESIGNED TO AASHTO H2O REQUIREMEN IS. QUALITY ASSURANCE SUBMITTALS: SHOP DRAW/NGS.• SHOP DRAWINGS FOR OIL WATER SEPARATORS SHALL SHOW PRINCIPAL DIMENSIONS AND L 0 CATION OF ALL FITTINGS. INSTRUCTIONS. PROVIDE THREE COMPLETE SETS OF INSTALLATION, OPERATION, AND MAINTENANCE INSTRUCTIONS WITH SEPARATOR. QUALITY CONTROL: QUALITY CONTROL, INSPECTION PROCEDURES, AND REPORTS SHALL BE CONSIDERED PART OF THE SUBMITTAL PACKAGE. THERE SHALL BE A LIMIT TO THE NUMBER OF SUBMITTALS FOR THE SPECIFIED SEPARATOR. IF THE SEPARATOR IS NOT 'APPROVED" OR APPROVED AS NOTED" ON THE SECOND SUBMITTAL FOR APPROVAL, THE ENGINEER RESERVES THE RIGHT TO REFUSE FURTHER SUBMITTALS FROM THE SAME MANUFACTURER AND MAY REQUIRE THE CONTRACTOR TO SUBMIT FOR APPROVAL A DIFFERENT MANUFACTURER'S PRODUCT. WARRANTY - THE MANUFACTURER SHALL WARRANT ITS PRODUCTS TO BE FREE FROM DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM THE DATE OF SHIPMENT. THE WARRANTY SHALL BE LIMITED TO REPAIR OR REPLACEMENT OF THE DEFECTIVE PART(S). HIGHLAND TANK HIGHGUARD WARRANTY SHALL BE STANDARD LIMITED WARRANTY /N EFFECT AT TIME OF PURCHASE. APPROVED MANUFACTURERS HIGHLAND TANK AND MFG. CO., ONE HIGHLAND ROAD, BOX 338, STOYSTOWN, PA 15563 PHONE (814) 893-5701, FACSIMILE (814)-893-6126, E-MAIL OWS.INFO@IIGHLANDTANK. COM, HIGHLAND TANK SHALL MANUFACTURE THE OIL/WATER SEPARATOR. HTTP: Z/WWW. HIGHLAND TANK. COM aww1 k, ELEVATION PROVIDED EQUIPMENT 1. 150# R.F.S.O. FLANGE W/ 2" NPT FOR VENT 2. 7 GA. BULKHEAD 3. VELOCITY HEAD DIFFUSION BAFFLE 4. WEAR PLATE 5. SEDIMENT CHAMBER 6. UNDERFLOW BAFFLE 7. SLUDGE BAFFLE 8. STRIKER PLATES 9. PARALLEL CORRUGATED PLATE COALESCER 10. OIL/WATER SEPARATOR CHAMBER 11. 6" THICK COALESCER MATERIAL INSTALLED W/ PULL ROD SHIPPED LOOSE 12. OUTLET DOWNCOMER 13. 18" 0 MANWAY WITH BOLT -ON EXTENSION SHIPPED LOOSE 14. 4"0 FTG. FOR OIL PUMP -OUT W/ INTERNAL PIPE INSTALLED AND RISER PIPE SHIPPED LOOSE 15. 2" 0 FTG. FOR LEVEL SENSOR W/ RISER PIPE SHIPPED LOOSE 16. LIFTING LUG 17. 2" 0 FTG. FOR VENT TYP. BOTH MANWAYS. 18. 4" 0 FTG. FOR GAUGE WITH PLUG TYP. BOTH MANWAYS 19. SLUDGE CHAMBER O��ALTH +7��f o FRANK V. POHL a No.4 626 o1-b I f�IVA1.1�} SCALE: 1" = 20' DATE: 05116111 DRAWN BY FVP REVISIONS: 08119111 t..J �J f n� V z U) ZLIJ w CD O z w o 0 rr ,� g> w E Z0> W a� O w 00 N Cn CO d U, V O _1 �o=�� w� 0LA a `OUd These plans and associated documents are the exclusive property of POHL CONSULTING and may not be reproduced by any means in whole or in part and shall not be assigned to any third party without the express written consent of POHL CONSULTING. z \W W I L!J W H M� W W Uj z W LEI z W F z r W %H V J O z 1-1 c G a Z_ C� LJL1 Q LU 00 J Q H U ce- 1. - 0 0 ci[ 550 GALLON OIL WATER SEPARATOR PROJECT NO. HTC,HIGHGUARD,SINGLE WALL,"G" SERIES 02 SHEET NO. 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J ' X � \'+ ?t t" z i , tl k' 0 yy ,Y r� ) ,9 ry� v G Jt 3 - \ , r 3 r. 1, I 1Ph' 9 V I x/ i 1 a.'�. \� 1. , .. »;'' 3 „ ...- .. t."1 '„ ✓ , % 1 t £ } i r f{ , r �1 /A■ ii �� y ," T - \ p I a,`� » > _ - • ' ` ` _�.: - .S i i :.,,5 i. 1 ! ..,.•^""f t'r : f `; �d n 1, r/ r _'` t at V r i, I" ; ' > C'� r t n 1 1 r dry {� 1. p„ F.. D k' L: , ..�':�> • 7 L.L. Y EX• P , ': �'".F � 'f �. + s , -^n� ! L._._..._`.,.„. .W.,._-�"17 -,.. � _r: :..;: ,.. ,. �; - : at., e t '' x 'i, -:. ,,'. tee;..,.• .. H r,- Y t i i Y 3- , ? 1 �,. E £ .: a „,sr \\ t 1 4 t :r se• 3 . ,. .. '. ,,...._w. ..,' ;: •: sx, e ,;` ; fr' . . I ' '3, E t' : r ,.. 1� rr 6 `"€C"" "� 1 ' w z jip ( f�',r c^' S ... P t Y 1 ?t i.. ..' , 4 :d" 1� � 1 i, 1 .. 4 t si` %' a I( t t t ,1 i �:. d 4 a 3 � ^r, 3 4 W »r''F J Y t '. , I 1 4 1J..� r , _ & "S P.. F' d .\w � ......._......._.... } S. .'" �,r s „ , . ,.._ _:,,. _ ...: ,�.r'.i „r a s 4 ,1°,.J •3 `✓ t,3"' „^"" , t ?,s / r,i� s ? �,,.�"" tl "N - .. J e£ f �e Ul- t' i. -- C; t �t. f �� C \ c t ,k,�,i.1�.,1 w, 5..., t yy ,," r I t - i DELTA- ii.._ 1 t - 80 52 43 ;. ..___._._ :.J:.>, l ,,, f � ry,.,•,, tP ¢.�, � t``�` � i I 3 } CB-N,15 43 22 W i$ r , 1 1 " .,..... ""{ C= 32.'43' w st k } .. ?,.c'„,, W _j Q L.. T= 21.31 _.,_. A=35.29 h.-I TA- 19' 33-06-, _. ,r.,w �- R=25 00' 'CB=N65°56'49"W "' " U SCALE IN FEET 0 5 10 20 40 60 I C=151.09 -,t' m _.7_, ~I I� R=444.92' -' W 0 �C 37 , � � oC NF z O F-1 V 1 PROPOSED DRAINAGE AREAS L 290 i5 o �� TOTAL LAND DISTURBANCE AREA = 0.862 AC (37, 552 SF). 0, 0 G�y�o EXISTING IMPERVIOUS S[TE AREA = 42,240 SF (84.6q IMPERVIOUS) 'A PROPOSED IMPERVIOUS SITE AREA = 39, 790 SF (79.77 IMPERVIOUS) PROJECT N O. 102 SHEET NO. ESC-1 %�,2N'�� OF 14 U ,c. i€ a I > d, 9,56 ID260 (PLAT) ZONING --- C-1 COMMER=..,1A[_ I Z EXCAVATE A 4'X4" TRENCH f. SET THE STAKES. UPSLOPE ALONG THE LINE OF STAKES. 2"x4" WOODEN FRAME DROP INLET €.)";aE -__ 3;r'kNK (OFFICE) 3��'�t,�' 6' MAX. . i WITH GRATE 0 1. 5' MAX. FRAME .J ` F�� Q. �� FLOW 3' MIN.S70 HC' i �' n5gffl I ,;- t;�, mr I ! 3 RE ()i:31. D LP/ IGN Ai -3 F-: } No. �'0 26 4 �� EXCESS „ A is FI-I �p�J rel J (}) d r� t j r �" e 7� r .._. .....__ ......... _ ---- - _._ - - -- -- ----- ..-- .... / (� .. i 1F, I S 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT TO STAKES AND EXTEND THE EXCAVATED SOIL. �AT ��-- �— - i CORNERS ie:}1" S54 31 1 i0 E r t rr •i-= ' ^ - - '"g i.' _ _ ^:1 / f " -mY. 1 1 1 1 t, / 1 1 1 / % IT INTO THE TRENCH. PERSPECTIVE VIEWS STAKE .1 8" MIN. * (12' L1/N. RUNOFF WATER WITH SEDIMENT ANb1,I,1A111:L - , / , , I / t i 1 pi'a / / i t 1 % . / 1 r- ': II I I/ / / s t _.; / 1 iil l I ,I 1� .': O / -� 1 f ;-7 - f... / o ,, ,.-. 11 r 7- _{" 1 I t / } I .. � � / F n' / ii 1 / 1 f 1 z 1 , r_ I 1 / / l , i 1 % / % / i ;+ M _ - ��__ �,. M� , 1 �- t i / 1 r_, 1 ! 1 1 / /4' , ,r��s` ;,.� I DATE: 05/16/11 DRAWN BY FVP .� �� I __-- � FABRIC V .-.. '�:•.':. ., - VLII�IH, - — — — I 1 ! - _ , ,/� I 1I" f /1 11 ;� 1 i I f t 5a s �,, / j t r� ` ;'� ,, / 1 1 �' 1 1/ 1 1/ r r� 1I I. 1Lf I� 1 i /r 1 / /� / 1 / / t / I11 {�1`;r L Y 1 ?...� � },I 1 1 / t 1 b J 1 !- - � r �/ 1 / 0. / � / / � ,�� - r t / 1 / 1 / /I f '1 I 'Ise t 1 / 1 1 �t, >J REVISIONS: 08119111 09120111 i' � � Flow �� \r�A/AA/AA/A - — •.t :o: - _ a, a.�:' .• , / / � �, 1 / ; ,� / t 1 1 1 1 / 9 f0•i 1 ..� • � 1 1-/-J - - / 1 � • / 1 1 ©1 /.. 1 . L f.. I I f f , / �f1 --� / -- 1 r' -�• ..., ./' ;i r;- 1 �l , ... r 09/30/11 SHEET FLOW INSTALLATION PERSPECTIVE VIEW \r�\i� \\ \\ MIN• /� / \ /\� /\\�i�%\/ _II,II SEDIMENT o WIRE MESH FILTERED WATER asi�` �t�r,� C;`'�'11?11r ,`) Ick Ef' i . ,11�,�„�,.;�; 454'._./ t't 1 w I I Z I J 10127111 FLOW -- / j lQ�Jj >1 ,µ> m I Awe'd,. B --_ SPECIFIC APPLICATION ,"f;._,t'"• - U ELEVA TION OF STAKE AND FABRIC ORIENTATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED, BUT NOT -- iW /P � SPECIFIC APPLICATIOIW WHERE PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS (I 6i •O a) �^ N �jll _ A POINTS A SHOULD BE HIGHER THAN POINT B. DRAINA GE WA Y INS TA A TION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY PLFLAT AREA (SLOPE NO GREATER THAN 57.) WHERE THE INLET SHEET OT OVERLAND FLOWS (NOT EXCEEDING 1 C.F,S.) ARE TYPICAL. THE METHOD SHALL * GRAVEL SHALL BE VDOT #3 #357 OR 05 COARSE AGGREGATE. o LC) d I� FRONT ELEVATION NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HGHWAY F 7 Va. DSWC MEDIANS Z �,'1 PLATE# CONSTRUCTION OF A SILT FENCE � SF 3.05-2 Va. DSWC SILT FENCE PLATE# IP 3.07-1 Va.DSWC GRAVEL AND WIRE MESH DROP IP 3 07-2 O LO ' 1 . r- (WITHOUT WIRE SUPPORT) DROP INLET PROTECTION INLET SEDIMENT FlL TER,, �, I1W NO SCALE NO SCALE NO SCALE ✓' J I CE WM W 2�1[ SF W STONE CONSTRUCTION ENTRANCE L ° 3 \ �' I` ` . I Lf) I Z w N O COMPACTED SOIL / �j o I `) i1 45 it .:�� o O Lu Q Z Z> ka0 707 IQt E1ufri1G c O ` r� , �. a L U t.J J ++ FLOWN \ o lr u co co 0 O IO Aal i)E� d A �TOMLi��\��\��\��V\��\��\��\��\��\��\��\��\��\��\��V� \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \� \ \ \ \ 4 t... i°r �L — _ --- _ - r✓.. Z O ' I O \D SIDE Mln. rrg W} MODAB, 1 1 {. ON O > >G d N ELEVATION Va. DSWC ;� ^---- D.B.E.' 910 P 6 > lw �1 ,,� IP ' OIL TYPE 91 �€ I8 W _ \ I I. o z U �° V dam' d` ' 2 r 70'''O'' 1 its' MN PLATE # DD TEMPORARY DI VERSION DIKE 3.09-1 NO SCALE--- _------- ZONING (•_.I ("Of ` ' c. , USE 1-1 {;} I I iNf)U` --------- --_J .., � , >- 'I ,; , 7 , These plans and associated _ O L i If;r I#� f ' `- ° ` documents are the exclusive ♦ GRAVEL FILTER 12" �, « ire }ci - `+ a/ t` 1 \ ' SUf O �, Gf1 property of POHL CONSULTING and may not be reproduced RUNOFF WATER WIRE MESH1,..j FILTERED WATER o• -e war a gg �, 3E � ..j 455 0% 'i i (�� ; ' � � SI��iI"l� � � � � f'' .' �,s ` ;:'-.__. ' ,4 55 9 1�J% 1-1 4 \ I' 1"OP___ „5 ' �, I I�1 CY _ c I •i4 by any means In whole or In part and shall not be assigned to any 'third Q.::_ ;.....II MUTM nawMer is sort � m zoom INV.iN= .0 Y , ,, s°(J'3 Ft� /; - ? a• 1 party ATE aura ncv= 2 ACRES OR LESS OF DRAINAGE AREA: (TEE NDRIF R ; INV.IN :44i .3k s :,=�' }3 IIW without the express written ,�: • I I - - = « I wisr��ruu w Of o "'� "'� PLAN VIEW �Y.) tvi` Z I\IV.0 I"r,lm , I � � jJrb t 1 �I=��-_`.� � G P, '. `� ,- consent of POHL CONSULTING. SEDIMENT III III G a. I �`_ >r /AI. 3' FILTER CLOTH (OPTIONAL) (4-0 .. \ c., / iy_.,% ;;•' ,(1 �.,4'{`.,I;°tjfE��. CONCREIEGUTTER CURB INLET .TIME T _c.10 ___-,. . __ ....,..__ .. I - L ! Il/; ' f I1 SIi I e l SPECIFIC APPLJCATION (DOWNSTREAM VIEW) fn \ � 3 }.. TO �1l)I H ` r I r 1.. TOP I+ 446.86 G� l n \ ...�t -- THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND MM CML TM SECTION A —A d'_r VDOT #1 COARSE AGGREGAT FLOW ?• 3' U� r i453.80 \ � ' � 1, r � J1r � r -.: ` \ k ;. r 'tr f�?y l r§ _ I IN /NV / -..� SIN `� - �'C�- 54 1 s j �91 a l^ w § r 4 £ (�1 7 g E `C OiJ�` � ` ' � ' " J 'ai I" .. °°€• . .3 t `f Is !. i} :.J e9,b,J. < l c C '„ a. . _.._._..,._ ^' .'_ r r _ 999 't ._. i `� iF.t '3,,e/�.�t. f;",i :'' l - __ -I q -ti . •- `" F�, j q / 6� �- ' I f C <'` `�"` - \' I STC1i"xi^€ BLOCtC ` r _ r �:),:t ``331I"I NV UNPROTECTED AREAS * # # GRAVEL SHALL BE VDOT 3, 357 OR 5 COARSE AGGREGATE • .:: s :, :.:. r • ; .. i • ... �� , .., ... + . .. �� +.• .;,.. ;,...,.i•r► `. ! 1 -, <... Q`t7 ,xs r~ L JIFFY }_I"JIJ1. r ' $ �' I .. ........ _ _. ... �. Y .L.,. (:' f,z 1 ..-^-"""..»x^ '4� }, t'it�-' "' -r i' /' %® ',l I `a ! p. _ C%,,124< ? ` 1 ! Yr." _. ' ' (POSTED) J.. i "/ - 1, t Ass � �� Va. DSWC PLATE# ..'7• .. rEn99M CENCO Tel Va. DSWC PLATE# ROCK CHECK DAM ��- i} 9f �..%ir.-. Po ,��` t� ,:{r_ r aiN� r ,€ /Iy �j f/•'° � r, _ 1 \1 ._.__.._.- - \�a � f% �✓� F _ �' f / r. r , ;\t o�� c ��" '��r. . STOP H� d...' i W oV IP GRA VEL CURB INLET SEDIMENT FIL TER 3.07-6 O >tiaarl S c0 3.20-1 NO SCALE 1/ �. I51.95 r I 0 , ' � ,_,�....... ��; tl�, i;<,t �i. , �I� dI.P T � z i I NO SCALE SECTION T N B-8 in,�� l`� _" ,� .._,� 4� + w 1 - __ _ __.___-_.-_ ,I s I _ 1 a {� iv xr% �7 T I I 2 1 t i \ IMY, IN 499.62 �1 3LG�p�� / "� � � ' !� P� C ;t �� «, i ` �� INV,O_U *Zq.,-49 ' "Cf ' x�. ., � 5, :1 t.t s , 'ld ..I f ; �� ,._, - �4 .�f' �<�f -P�- ��2 y,.�' _._ i�iL C "x / 4 V-t �^ r •; , , t ' f r.3 .:. �./� O \ �. C .tt 7€�y —..-___ % P� TOP',;; �oN Q z I--1 M W LOCI B �c GRAVEL CUB LETNE , ,SEDIMENT FIL TER �' CON. tRt1CT10t! Acc' Csy�� a L} n E "'3" .-7a 2A ASP A T 5.O , e., f..,7 r ; 01ik r r.�s a,, �' r� q� �:8�.. •4 � •` 9f `1 V f -T'�° •i: .h. t��( I '\ 1'' `� ��. � ,,• % � 5/ {� ( Ip(.:� �- i +� t `�� ;; h ., . t x \N i r OU N . / w � LL CURB INLET (� . EXISTING c �� tJl �y J, Y +' 1 &.- \SY•{ _,.' b :Y :' - "- 5-a 'r'!r X ~ ` / r a_•'r• +� L � .:. ,. » .. . y. ..rr:.'i-'"-'� " .^^-..;-^.,,'^ -r-i-`r. 'a . i' - .. ..:,. .:. .,:. ,. '.. a. { ..- ..,A...<..............._°,. / r, r t 1 ,.� .\ 7 Ct ' #�_ k ! r � ✓~ ,,, • :\ \w \ .. _ , t' I r:\, , i ... �• :i ra '� .r^ 1'',; , raM•. _ : ,. `' irr'` ,'�.' " 3-` r :l fix. ..<s r, i a:.s•G3° ....,,, , - a tcSt." r `• < t L<,,,., �. �, w — O .. r-, M€r�..ztA ��ccR~=crkrr^ BASE ,.?"'gyp• 'x' yX ....ss,"�.�,r+'nt.' y.✓3...- /' � • 4 )A_ �.� .�,. -��., , .f�.� '�-.x � ;�:.:--=` 1 ,"r••+ - ,,... �,`�1�• ,- I . -. , l 1 _ +~ c, l `, J ':s"; a•:i,.. <..;x'.f I(>* � .-- -- :... PROFILE . 1' �.w» . �,'�.'7 ..y, $..r`" v `i Yr^ ! i,k r <(J j}(�,75 �.' q<`tt S i ,d ✓ i 00 i`LU 4 h( tr i a 1ST UC wJ? _____ (a' MIN. ' Y GUll�is t)( 71UN PAVED ihi i15PFt`ALT rV Acc€ �WASHRACK ELT,A= 80'52 43 i 1 l , jsi-i (TY�)] )py(- _ 0 7 If ^;1` 5� ,� .<i.'i WItiE O(`1�10(J ,,,.,,.,.--"..•=.�^^°'..... `.:�...>"1r; cx i�..3 (f{,`( d r,,,,r B=N15 43 22 W 0 1 ��`t �2 I j =32.`43 ,, �" y ■ . r CL ^ 1 1- U �l +EriNC 7 i = 35.29 % I-- WIRE SCREEN CONCRETE BLOCK ---� i GRAVEL '� ly. Pi14p E'+A �T z<o: , , Il:# » .°,ww.-, F C1 67 77 = 2 5. 00' �1 � GB = N 6 5 °5 49 W I ` 7 k: ..'? FILTER' > q I O L -' ram( aiIIVL r l�,tII1At�E �.. - �.. A=151 82 H w ,�/ L.L. RUNOFF OVERFL0IW WATER WITH FILTERED WATER MUST EXF-D"IrD FULL '1` r-ml A C ro S�aI,r (3F sNCI�"^� tt,°dK), I GREY, Pt QFERATIOh; 'IMPPING G?EJI(:E - R=444.92 - M I...L. 0 SEDIMENT � z .P. - PLAN z 0 o: _ ....�::•'.::.:- ::..•;::•• •.,: , - ' �-�-__�. _ I z tu41=y.-1+°�(�slrjVE. rr+;,ri�alrrA;E �!T NF U SEDIMENT I :: ., . ... WIRE SCREEN 2% rs�1r1�,il�lrx DuVittE i 2' X 4' WOOD STUD CURB INLET FILTER 'CLTI°I * SECTION A I. e1i y1 , _1__. __.(°; T-10 - A ref SPECIAL APPLICATION Va. DSWC PLA TE # �. liiuiuiiulu water tap of l illcli iiil'�t I_ae itl::tallecl-�vitli a uwiiliiulti 1ulcli laallcGelc U L 1 1 }� � r ry \ THIS METHOD OF INLET PROTECTION IS APPLICABLE AT 3 07-8 shutoff Valve supply'uig a'waWl 11o'Ie'Witll,a &wieter t:1f 1.5 hiQh ,4,for Adequate Jf � r� Y PROJECT NO. CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY CUI1St8llt I)1'eSSlll'e. Wash �V1tei' i1lU it, (J@ callYed l4ti'ily kollI the el tr lice to all al)) rove(I Rett1ijg ,w,ej tb l`ehio''e e(Iilllellt. eclilllellt'Sllall ISe \ SCALE IN FEET t, € 'P TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. « GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE, rlll IlleireliteLl'fr171T1 ellt+llll,- St011ll (If1his; ditches Or W'Itrircot11"SeS. _WW.. W_ _.._ ___,m• T , ° _ - � O2 �x� CE •_ m• - __ _ - _- SOURCE: VA. DSWC PAVEDRACK f A ED WASH BACK 1 2 SHEET NO. hb SCALE PHASE 3 EROSION & SEDIMENT CONTROL PLAN FSC-3 OF 14 PROJECT DESCRIPTION: THE PURPOSE OF THIS PROJECT IS THE REDEVELOPMENT OF AN EXISTING GASOLINE/SERVICE STATION W/CONVENIENCE STORE AND CAR WASH LOCATED IN ALBEMARLE COUNTY, VIRGINIA, JUST NORTH OF THE CITY OF CHARLOTTESVILLE CITY LIMITS ON ROUTE 29N. THE PROJECT CONSISTS OF- (1) DEMOLITION OF AN EXISTING CONVENIENCE STORE, FUELING CANOPY AND 14 FUELING STATIONS; (2) DEMOLITION OF A CAR WASH BUILDING AND APPURTENANCES; (3) REMOVAL AND REPLACEMENT OF EXISTING UNDERGROUND STORAGE TANKS; AND (4) CONSTRUCTION OF A NEW CONVENIENCE STORE/CAR WASH, NEW FUELING CANOPY AND 12 FUELING STATIONS. A TOTAL OF 0.862 f ACRES WILL BE DISTURBED DURING CONSTRUCTION. EXISTING SITE CONDITIONS. THE SI TE IS APPROXIMA TEL Y 1.146 ACRES AND IS THE SI TE OF AN EXISTING AND OPERATIONAL GASOLINE/SERVICE STATION W/CONVENIENCE STORE AND CAR WASH. THERE IS ALSO AN EXISTING JIFFY LOBE OPERATION ON THE SOUTH SIDE OF THE SITE. THE SITE IS FULLY DEVELOPED AND APPROXIMA TEL Y 86 PERCENT IMPERVIOUS. A STORMWA TER DRAINAGE EASEMENT WITH ASSOCIATED STRUCTURES ARE ROUTED THROUGH THE SOUTH PORTION OF THE SITE AND SITE DRAINAGE IS DIRECTED TO THIS UNDERGROUND CONVEYANCE SYSTEM FROM NORTH TO SOUTH. THERE IS PARKING PROVIDED FOR BOTH USES ON THE SITE. ADJACENT AREAS DESCRIPTION: THE SITE IS BOUND ON THE WEST BY ROUTE 29N (SEMINOLE TRAIL), ON THE SOUTH BY GREENBRIER DRIVE (S. R. 866), AND ON THE NORTH AND WEST BY PRIVATE COMMERCIAL PROPERTIES. OFF SITE AREAS,• DURING THE CONSTRUCTION OF THIS PROJECT THERE WILL BE NO OFF -SITE LAND DISTURBANCE. SOILS TYPES: 50D MANOR LOAM, 15 TO 25 PERCENT SLOPES. RESIDUUM WEATHERED FROM QUARTZ MICA SCHIST DEPTH TO RESTRICTIVE FEATURE: MORE THAN 80 INCHES DRAINAGE CLASS. WELL DRAINED CAPACITY OF THE MOST LIMITING LAYER TO TRANSMIT WATER: MODERA TEL Y HIGH TO HIGH (0.57 TO 1.98 IN/HR) DEPTH TO WATER TABLE. • MORE THAN 80 INCHES FREQUENCY OF FLOODING: NONE FREQUENCY OF PONDING: NONE AVAILABLE WATER CAPACITY. HIGH (ABOUT 9.5 INCHES) TYPICAL PROFILE: 0 TO 8 INCHES - LOAM 8 TO 18 INCHES - LOAM 18 TO 79 INCHES - LOAM 91 URBAN LAND SLOPE: 0 TO 25 PERCENT DEPTH TO RESTRICTIVE FEATURE: 10 INCHES TO DENSE MATERIAL CAPACITY OF THE MOST LIMITING LAYER TO TRANSMIT WATER: VERY L 0 W TO HIGH (0.00 TO 13.04 IN/HR) EROSION CONTROL * HANDB/OOK SPECIFICATION NUMBER TROL SA SAFETY FENCE 3.01 CE o ca R CONSTRUCTION ENTRANCE 3.02 SFX X X SIL T FENCE J. 05 lP INLET PROTECTION J.07 & 3.08 OD TEMPORARY DIVERSION DIKE J.09 RWD TEMPORARY RIGHT-OF-WAY 3 11 DIVERSION ST tom♦ TEMPORARY SEDIMENT TRAP 3.13 PS PS PERMANENT SEEDING J.32 DC DC DUST CONTROL J.39 GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS: 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625- 02- 00 EROSION AND SEDIMENT CONTROL REGULATIONS. J. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INS TALLA TION OF ANY ADDI TIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWA TERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FIL TERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF PRODUCING RAINFALL EVENT ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIA TEL Y. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND 0 THER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED /N COMPLIANCE WITH SECTION 13-30I OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7: 00 AM TO 9: 00 PM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR IN ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWA TER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY SHALL CONSIST OF A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS1100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE. ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIR IMMEDIA TEL Y. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DIKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIA TEL Y. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-240G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B.) EROSION AND SEDIMENT CONTROL MEASURES: UNLESS OTHERWISE INDICATED, ALL VEGETA TI VE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE HANDBOOK. THE MINIMUM STANDARDS OF THE VESCR SHALL BE ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE. STRUCTURAL PRACTICES. 1. TEMPORARY DIVERSION DIKE - 3.09 AND SEDIMENT TRAP - 3 13 A SYSTEM OF TEMPORARY DIVERSION DIKES, TO DIRECT FLOW INTO SEDIMENT TRAPS, WILL BE INSTALLED AT THE LIMITS OF DISTURANCE AS SHOWN ON THE PHASE 2 ESC PLAN. 2. SILT FENCE BARRIER - 3.05 SILT FENCE SEDIMENT BARRIERS WILL BE INSTALLED DOWNSLOPE OF AREAS WITH MINIMAL GRADES TO FILTER SEDEMEN7-LADEN RUNOFF FROM SHEET FLOW AS INDICATED. 5. TREE PROTECTION - 3.38 A FENCE BARRIER IS TO BE PLACED AROUND THE TREES AND VEGETATED AREAS WHICH WILL NOT BE DISTURBED TO PROTECT THE TREES AND OTHER VEGETATION FROM CONSTRUCTION EQUIPMENT AND SOIL COMPACTION. 6. TEMPORARY CONSTRUCTION ENTRANCE - 3.02 A TEMPORARY CONSTRUCTION ENTRANCE WITH A WASH RACK SHALL BE INSTALLED AS INDICATED. TRUCKS SHALL USE THIS "ENTRANCE" PRIOR TO EXITING SITE AND DURING MUDDY CONDITIONS, DRIVERS OF CONSTRUCTION VEHICLES SHALL WASH THEIR WHEELS BEFORE ENTERING THE HI GHWA Y. 7. STORM DRAIN INLET PROTECTION - 3.07 ALL STORM SEWER INLETS SHALL BE PROTECTED DURING CONSTRUCTION. SEDIMENT -LADEN WATER SHALL BE FILTERED BEFORE ENTERING THE STORM SEWER INLETS 8. DUST CONTROL: 1. DUST CONTROL - 3.39 IN AREAS SUBJECT TO SURFACE AND AIR MOVEMENT OF DUST WHERE ON -SITE DAMAGE IS LIKELY TO OCCUR IF PREVENTIVE MEASURES ARE NOT TAKEN. IN AREAS SUBJECT TO LITTLE OR NO CONSTRUCTION TRAFFIC, A VEGETA TI VEL Y STABILIZED SURFACE WILL REDUCE DUST EMISSIONS. MULCH IS ANOTHER AL TERNA TI VE /N AREAS WHERE THERE IS NO TRAFFIC. IRRIGA TION MAY BE USED FOR HAUL ROADS AND OTHER TRAFFIC ROUTES. REPEA T AS OFTEN AS NEEDED. PERMANENT STABILIZATION: ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH SUBGRADE STONE AND FINAL PAVEMENT OR BUILDINGS. AREAS NOT COVERED WITH PAVEMENT/BUILDINGS SHALL BE PERMANENTLY MULCHED AND PLANTED IMMEDIATELY FOLLOWING FINISH GRADING. PERMANENT SEEDING IS NOT SPECIFIED. MULCHING SHALL BE DONE ACCORDING TO THE CURRENT COUNTY STANDARDS, WHICH CONSISTS OF THE FOLLOWING: STRAW MULCH - 80LBS1100SF AFTER UNPAVED AREAS ARE STABILIZED, THEY WILL BE MAINTAINED ON A REGULAR BASIS. STORMWA TER MANAGEMENT.• THE IMPERVIOUS AREA OF THE SITE IS BEING DECREASED AS A RESULT OF THIS REDEVELOPMENT. THEREFORE, REDEVELOPMENT OF THIS SITE WILL NOT HAVE AN EFFECT ON PEAK RUN-OFF RATES NOR WILL IT INCREASE THE QUANTITY OR VELOCITY OF RUN-OFF. MAINTENANCE: ALL EROSION CONTROL MEASURES SHALL BE PLACED AS THE FIRST PHASE OF ANY LAND DISTURBING ACTIVITIES. IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED DAILY AND AFTER EACH SIGNIFICANT RAINFALL. THEY SHALL BE CLEANED REPAIRED OR REPLACED AS NECESSARY THROUGHOUT THE CONSTRUCTION PHASE OF THIS PROJECT. THE FOLLOWING ITEMS WILL BE CHECKED IN PARTICULAR: 1. THE SEDIMENT TRAPS WILL BE CHECKED REGULARLY FOR SEDIMENT CLEANOUT. 2. THE GRAVEL OUTLETS WILL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP, WHICH PREVENTS DRAINAGE. IF THE GRAVEL IS CLOGGED BY SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR REPLACED. 3. THE SILT FENCE BARRIER WILL BE CHECKED REGULARLY FOR UNDERMINING OR DETERIORATION OF THE FABRIC. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHES HALF WAY TO TJ-1E TOP OF THE BARRIER. 4. SEEDED AND MULCHED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS MAINTAINED. AREAS SHALL BE FERTILIZED AND RESEEDED AS NEEDED. SEQUENCE OF CONSTRUCTION: 1. NOTIFY ALBEMARLE COUNTY COMMUNITY DEVELOPMENT TO SCHEDULE A PRE -CONSTRUCTION MEETING AS REQUIRED. 2. PRIOR TO CONSTRUCTION ACTIVITIES, PREPARE A STORMWATER POLLUTION PREVENTION PLAN (SWPPP).. SUBMIT VIRGINIA GENERAL PERMIT FOR DISCHARGES OF STORMWA TER FROM CONSTRUCTION ACTIVITIES REGISTRATION STATEMENT SUBMIT APPROPRIATE FEE FOR VSMP PERMITTING. CONTRACTOR SHALL BE A CERTIFIED BLAND DISTURBER REGISTERED IN THE STATE OF VIRGINIA. 3. FLAG THE LIMITS OF CLEARING AND GRADING. 4. NO EROSION CONTROL MEASURES MAY BE REMOVED DURING THE CONSTRUCTION PROCESS WITHOUT 'THE APPROVAL FROM THE COUNTY INSPECTOR ON THE PROJECT. 5. INSTALL THE CONSTRUCTION ENTRANCE AT THE LOCATION SHOWN ON THE PHASE / EROSION & SEDIMENT CONTROL (ESC) PLAN. AT CONSTRUCTION ENTRANCES WHERE CONSTRUCTION VEHICLE ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY ('VEHICULAR) TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT /S TRANSPORTED ONTO A PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY IMMEDIATELY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTING TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. SHOULD THE TEMPORARY CONSTRUCTION ENTRANCE NOT BE MAINTAINED PROPERLY OR AN EXCESSIVE AMOUNT OF SOIL FOUND TRACKED ONTO THE PUBLIC ROADWAY, THEN A PAVED CONSTRUCTION ENTRANCE, WATER TANKER TRUCK WITH 2 PRESSURE WASHERS AND A SETTLING AREA MAY BE REQUIRED BY THE EROSION AND SEDIMENT CONTROL PROGRAM ADMINISTRATOR. 6. INSTALL THE INITIAL CONSTRUCTION MEASURES SHOWN ON PHASE / EROSION & SEDIMENT CONTROL (ESC) PLAN. MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AND MADE FUNCTIONAL BEFORE ANY LAND DISTURBANCE OCCURS. 7 ONCE ALL THE EROSION CONTROL ITEMS HAVE BEEN INSTALLED AS SHOWN ON PHASE I ESC PLAN AND THE COUNTY INSPECTOR HAS APPROVED THE EROSION CONTROL MEASURES, THE CONTRACTOR MAY BEGIN SITE DEMOLITION INCLUDING THE CANOPY, CAR WASH AND CONVENIENCE STORE BUILDING. B.. ONCE THE STRUCTURES HAVE BEEN DEMOLISHED AND DEBRIS REMOVED FROM THE SITE, PA VEMENT AND OTHER IMPROVEMENTS SHALL BE DEMOLISHED STARTING FROM THE INTERIOR OF THE SITE TOWARD THE EXTERIOR. THE CENTER OF THE SITE SHALL REMAIN LOWER THAN THE PERIMETER SO THAT STORMWA TER FLOWS TOWARD THE ON -SITE EXCAVATION AND DOES NOT EXIT THE SITE (PHASE 2 E&S CONTROL PLAN). 9. CONTRACTOR SHALL COORDINATE REMOVAL OF UNDERGROUND STORAGE TANKS WITH DEPARTMENT OF CONSER VA TION AND RECREA TION AND THE COUNTY FIRE DEPARTMENT PRIOR TO STARTING EXCA VA TION. 10. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS IMMEDIA TEL Y AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED IMMEDIA TEL Y TO DENUDED AREAS THA T MA Y NOT BE A T FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. 11. INSTALL STORM SEWER, WATER, SEWER, AND OTHER UTILITIES. 12. INSTALL INLET PROTECTION AROUND ALL NEW STORMWA TER INLET STRUCTURES CONTINUE TO DRAIN TOWARD CENTER OF SITE UNTIL PAVEMENT SUBGRADE AND STONE LAYER IS IN PLACE AND WELL COMPACTED. 13. CONSTRUCT NEW BUILDING AND CANOPY. CONNECT ROOF DRAINS TO UNDERGROUND DRAINAGE STRUCTURES. CONSTRUCT RETAINING WALL AND CURBS. 16. BRING THE REMAINING SITE TO ROUGH GRADE (PHASE 3 E&S CONTROL PLAN). 17, RESTORE PAVEMENT BASE STONE LAYER THROUGHOUT SITE. UNDERCUTTING OF EXISTING BASE MAY BE REQUIRED TO PROVIDE REQUIRED BASE -STONE THICKNESS AND DENSITY REQUIREMENTS. 18. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS IMMEDIA TEL), AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED IMMEDIA TEL Y TO DENUDED AREAS THA T MA Y NOT BE A T FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. 19. INSTALL REQUIRED LANDSCAPING. 20. ONCE THE SITE IS STABILIZED AND THE INSPECTOR HAS GIVEN APPROVAL, THE CONTRACTOR CAN REMOVE THE REMAINING EROSION CONTROL MEASURES. 21. MAINTAIN ALL EROSION CONTROL MEASURES AS SPECIFIED IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, REMOVING ONLY WHEN APPROVED BY THE COUNTY INSPECTOR IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 22. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM ADMINISTRATOR. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO' PREVENT FURTHER EROSION AND SEDIMEN TA TION. ALBEMARLE COUNTY EROSION CONTROL NOTES., ES-1: UNLESS OTHERWISE INDICATED, ALL VEGETA TI VE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. ES-2: THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. ES-J.- ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE ..�:O LT1-6, 011 �r o � FRANK . y POHL 4 No• 40626 0 `ts sI0 SCALE: 1" = 20' PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. ES-4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL DATE: 05116111 PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. ES-5: PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS DRAWN BY FVP OTHER THAN INDICATED ON THESE PLANS (INCLUDING BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE REVISIONS: 08119111 CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL 09120111 PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 09130111 ES-6: THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO 10127111 PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. ES-7: ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL -J STABILIZATION IS ACHIEVED. _J ES-8: DURING DEWA TERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED WATER FILTERING DEVICE. n ES-9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING z RAINFALL EVENT ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES t--- SHALL BE MADE IMMEDIA TEL Y. _J C+) r z W W o O. N z OLLj- w Q O Z > u z 0> j� O w 00 0o 0 J z0'-'-0'o LA o O wCEo ca- ,9) M _F P These plans and associated documents are the exclusive property Of POHL CONSULTING and may not be reproduced by any means in whole or in part and shall not be assigned to any third party without the express written consent of POHL CONSULTING. V 1 W 0 z z 06 z � W C) Q W Z z L.0 W �- W w � J w Q m W Q DC W W L z H H W Vl O z W 0 0c o U ( V Z r, ^ H vA � 37 W W PROJECT NO. 102 SHEET NO. ESC-4 \CZ �\ OF 14 TWP 6,1YV-0i2-8-1 LBBW�RLE F\R�T BANK, |N�. I A I �.B, 28Q� 9. �79 3B1 /PL�Tl | ^ ` ' | / D�8, 1�13 P, 43 � D.8. �5,q -L! ./ , -I1I —/ ,-I6 P, 25D /PL�T) | �0N|NG C 1 (OVE?/ 1" i-', IH,".�"�-rr,�.1-;I II,l: ,f �")1 .�.�I ,! j�I.)�.�p'.i �:w �.i(-I,�,i1!1:.:�:;I:.i.:tt.i:s;( , !LIiI,�. : :�I::I I�(I 1I-1I , —I.....I,1� ,.-**FF,�%,,��-., I i1!re, Gi -;1 IH �-i t ' , � :. :-M L��,-\� I.�i .1"i;"I.", ,, i,".1.--z�(�1T0,I ,�"UC11 <Lt,', . ii --�<.K'i1l- ' :I. 1/1P...I:iu /. :)�� 9/Ji ,.�-`,�:�-, ,I':R i..."/�I 31.� .* �t.,.,...� .,; .�. ,l"I �1v "� iBZ,--=.I (:/ -\I,.:,vi ./ -B —,P,,:/\�0.1�.B —I ..:.1�:— .. .-,D—:,�, , I"�. 1.J1; ..-�1,.�./!.�:,�..:—,I ., -,/.iI., i`.7 I� ,,-:,A"�, .aG:- a.-y\.1:S-1..1,,t1�,/ ..,/"1�\.. -,II-, 1T��.� 4� L�II ,; .. fJ .,-I-" '/".I 1.z\,.1 -, .,,l, - Iz.11fl., ;—.Ii J ... 1.t' I,: I I / ,:IV ' .�i1";, �� J ,, V ,, ;,,.B II .4'� .,� 61.,"91-.2--..,'�- ..,�/- .�.I.1Q.. -Z�- _4i1.i� , 1.1,..'-)\)) — . | L 1,,'.�'�I.k -`I. . -I- /.--I.161Q(<I::1.C",9 1-.I1/-1�1 4/1./I \0 .,1" .Q.,,, ,-� l,,.. - COUNTY CALCULATIONS UONS I TREE CANOPY (REQUIRED BY ZONING): A. REQUIRED: Acres | Site Acreage: 1.140 / Croddu/Forn/etc.>: 0.000 ' | Basis for 1.146 '' Equation: | Site Acreage ' Credits (Open Space plus Preserved Area) =Basis for Canopy ' Al. Basis for Canopy 1.148 / Min. Tree Canopy Requirement: 10Y6 / Total: 0.11 Equation: Basis for Canopy ){ Minimum Tree Canopy Requirement for project =Tntad B. PROVIDED: Acres Preserved Area: 0.000 Total: 0.000 Equation: Preserved Area ){ Bonus Factor =Total �� C. BALANCE: Acres °�� Tree Canopy Required (A1): 0.11 PreservedTree Canopy Balance Canopy Required: O.11/4'7S28F) F ' ' Note: If Balance Canopy Required in negative then NO additional bee canopy is required. |fBalance Canopy Required ispositive then additional tree canopy inrequired. Equation: OR Tree Canopy Required 'Tree Canopy Preserved = Balance Canopy Required (If Needed) ^`~ � Open Space and Preserved Area are one inthe same for this p'`: project. PROPOSED TREE CANOPY: 4'543+876(increased bx#mftrees tobesaved) =5'41SSP ADDITIONAL RE 596 pfPaved Area: (Sec.32.7.9.7) Paved Areas: 31.548GF (Required: 1.577 SF) Proposed: 1,887GF u.0' ^o�/ r, +uu Screening: D.8' 910 F! � -- ` - Z�WING - �-1 �O��E AaGhnwnnncdans��nv�g�en��nUnoo . ' plantings. U5E- U�HT |N�US�� Street Trees: 3.5" Caliper Required: 1 Large Street Tree /35 LF of Frontage Required: (G.R.28and Greenbrier Dr. Frontage) =/275LF+10OLFV35=12.4 . | Provided: 3 (Additional trees could not be provided due to easements and number of site entrances. i " \ , ; ; "I ,� / \14 "I, , --,- 11-11� 11-1 Ill I � " � .. ,�, i*, -, _,� .. - 1� I A -1 A ,�,:�Alll 1.1-1 I I 2,5 � `�, " 11 I I . q-1 ... 0 11 . '*'rw I ) , . . . Al ! * , .. " , , �Y� I , , I ""', � \ it' , , ) , ' @ [* c�I 1�1� 11 I',, -- \ 1C.---i , , , ---..- ,,� . , . �--- - -� NOTES NF ~ * STONE BEDDING SHALL BELUCK GTONE'8LARGE CHALET (OR EOUAL.DOUBLE-SHREDDED MULCH MAY 8E SUBSTITUTED ATOWNER'S REQUEST. U*P 81m/-2--A CH�RLOTTE�NLLE DB l311 P 45Q �EALTYASSO�|ATES * V10B|L�YOFALL /NE{�HAN|CALE(]U|P(NENTFROK4THE `y| ENTRANCE C{}RFl|DORSHALL BEEL|[N|N/�'ED ' D.B. �Q6 P� 5�0. 55�-566 /PL�T ` * ALL SITE PLANTINGS OFTREES AND SHRUBS SHALL BE SCALE IN FEET ALLOWED TOREACH, AND BEMAINTAINED AT, MATURE ��q HEIGHT; THE TOPPING C>FTREES |GPROHIBITED. SHRUBS , \ 11\ AND TREES SHALL BEPRUNED MINIMALLY AND ONLY TO ?^ SUPPORT THE OVERALL HEALTH OFTHE PLANT. GENERAL LANDSCAPE NOTES: " 91 VIS il N ge CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT 1.800.552.7001 t;%r 0 A FOR LOCATION OF ALL UTILITY LINES. TREES SHALL BE LOCATED A MINIMUM U K . POHL > -4 OF 5 FEET FROM SEWERIWATER CONNECTIONS. NOTIFY ENGINEER OF CONFLICTS. ge VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT ;P1 I tvt( -. 'i LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO *1 , BIDDING I. * PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN SCALE: 1 " = 20' STANDARD FOR NURSERY STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON AVAILABILITY TO THE ARCHITECTS, TOGETHER DATE: 05116111 WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. DRAWN BY FVP PROVIDE AND INSTALL ALL PLANTS IN ACCORDANCE WITH DETAILS AND NURSERY REVISIONS: 08119111 09120111 09130111 a OWNER RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY a INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS U e CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. (D CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE = GUARANTEE. F-- * CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BY THE o ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR 2.7 C--I E AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS INCLUDING DEATH Z > y AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM NEGLECT BY THE — . -�=? OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS (D (D F, -::j *--: WHICH ARE BEYOND THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY .ge—o- 0 > 0- - V) e PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE Lu -i ,,b Ln c- WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT OF THE ALBEMARLE 0 5; M < I I 9) COUNTY PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF U C U M M 'd 9 REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. These plans and associated documents are the exclusive property of POHL CONSULTING by any means in whole or in part and shall not be ) assigned to any third party without the express written consent of POHL CONSULTING. EXISTING (TO REMAIN) (measured DIA.) KEY QNTY. BOTANICAL NAME � COMMONNAME APPROX. EXISTING SIZE ROOT TYPE CANOPY TOTAL CANOPY -�� DOGWOOD TREES TREES ON SOUTH SIDE OF SITE 8'HT. - 124 620 16 1 HOLLY SHRUBS SHRUBS ON SOUTH SIDE OF SITE 36" DIA. - 16 256 876 � | | � | | �� -1 ' ^ ' -Y:i"; , acwn— CIm.. N 0 ty. H�ighl .. I ,,.�,,t J,R�,,, '. u, ..P, ., '. , ,', . BROADLEA VED EVERGREENS (Screening) AND ORNAMENTAL CONIFERS (20 MKOA I q I . I . PLANT LIST Label ScientilicName CommonName Quantity Caliper Height Root Comments AF Acer ginnala'Flarne' Flame Amur Maple 5 2.5" B&B/cont Straight trunk; branching begins at 3'; balanced head CB Carpinus betulus 'Fastigiata' Pyramidal European Hornbeam 6 3.5" B&B Straight trunk; branching begins at 3'; balanced head CC Cercis canadensis Eastern Redbud (Rising Sun) 6 2.5" B&B/cont Straight trunk; branching begins at 3'; balanced head CV I Chionanthus virginicus White Fringe Tree 2 2.5" 1 B&B/cont Straight trunk; branching begins at 3'; balanced head HA Hydrangea anornala Climbing Hydrangea 10 30 Full in pot; free of rot & disease; spaced evenly and directed towards w all_ HP Hemerocallis 'Pardon Me' Pardon Me. Daylily 158 1 G Dense form; healthy color; uniform branching; 18" O.C. HS Hernerocallis 'Stella d'Oro' Stella d'Oro Daylily 31 1 G - Dense form; healthy color; uniform branching; 18" O.C. Ic Ilex cornuta & cvs. Chinese Holly (Dw arf Burford) 33 24" Cont. ,All plants f rom one source; healthy color; balanced form IG Ilex glabra'Densa' Densa Inkberry 24 24" Cont. All plants f rom one source; healthy color; balanced form IH Ilex crenata'Hoogendorn' Hoogendorn Japanese Holly 43 24" Cont. All plants from one source; healthy color; balanced form IR , Ilex x attenuata 'Fosteri' Robin Holly 6 4.5' B&B Branched to ground; uniform, dense foliage, straight, pyramidal form LO Lagerstroennia x 'Tuskegee' (fauriei) Tuskegee Crapemyrtle 4 2.5" , B&B/cont Multi -trunk (3-5 trunks); dense, uniform branching LM Liriope muscari'Big Blue' Big Blue Lirlope 331 1 G Dense form; healthy color; uniform branching; 12" O.C. MS Miscanthus sinensis 'Cosmopolitan' Japanese Sliver Grass 36 3 G Full in pot; free of rot & disease PA Penniseturn alopecuroldes'Han-)eln' , Dwarf Fountain Grass 19 3 G Full in pot; free of rot & disease ISOD IFescue-SOD — I Sod 1. I Cool Season Variety. Seed blend may be substituted at ow ner's approval. J U �— . 2! U �� U �� . ��, �� U U U �~�� ~�.� � � li-4 z �� / _� �_ - U U U (x K 0 � U �� /� n�r �� ,+ U w��~� �= �� U U U ~~~~� / ��.� �� / K� �� n � �� "� �� LU �� -� m ~�� U �� < a I 0� �� w �"� �� » � � �� 0�� u�� m�U �� 1" �~ LU �� 'cl�— �� ~�_ �� ~ �� . � � �_ �� 0 �� : �� ~ �� ~� ;7 �� :5 PROJECT NO. 102 SHEET NO. e""Z� ,,\ OF 14 _.____.W....-.__......._._._ C:oatnty of Albemade i oitsentton Plan ChecidW -'Far be placed arts Landscape Pkit<s �i�ALTH C OF (k ttatdb oke lip 111- 944 11-2W for tomplete stse+:IAt:aflons) 0 1, Tl' , toflowl , Iteon Aall he shtiwa ou the t6,m ' FR�I�1K V. POHL y Tree s [tr vt d, V Limits of cl=irig (outside dripliraer of tmt~s to W, sim:d)No. 4062 j Lwation and type of piotft,lira^ Fe neing; o (.,',rude dmages rt~ktttiritg tree welk or wa,>isi pm . t lrenehit %, or ttanne ing heyond the littnits of clearing. �NAL > CS Iff All to to be, saved shaft be amcked Mill print or ribba at a height ctearly ViSifile to ui.pineni csl entursi ARBOR TAPE OR NYLON Rfltitai gr.tilirtg sltttll lgiit mttit tite try t3t,taing tots izttt ialitctcd .tntlalirti> d lsy;a Otnttnly lrt;lietrx. WEBBING SCALE: 1 " = 20' REINFORCED RUBBER HOSE PRUNE DEAD OR DAMAGED - Tree ptesecvaitiun wid pry :,tioa nxwuatr -!tall be reviewed With the cirt mac, fix on cite. DATE: 05116111 BRANCHES. DO NOT PRUNE ARBOR TAPE, OR NYLON WEBBING �. CENTRAL LEADER. \ S DRAWN BY FVP PLACE TOP OF ROOT BALL f 4. T�i ttt `t»etTg tI et-ittinti tatuE �� SLIGHTLY ABOVE GRADE. ( He avy equiptttetet� veltictslar trail%atui nttxrager tit'r onstfoui 'zit:a%� edals itt furling �l Ahal.l aet nuitttd witi iii Aw, driplims of tre REVISIONS: 08/19/11 REINFORCED RUBBER HOSE, - to be UUVed. ARBOR TAPE, OR NYLON WEBBING SHREDDED HARDWOOD Sr suit Ernslartt stria! Stttxutwrt#et-Detention De-ua: 2X2 HARDWOOD STAKE MULCH (MIN. 4" DEPTH) Silm r devit-essJlalf t it advet ly a.tTe t lfttS to be &said. _ (DO NOT MULCH AGAINST ; ABOVE GR,'ADE. TRUNK OF TREE) Fir ;t - � \ I SHREDDED HARDWOOD EARTH BERM AROUND BALL Fir€:s aric twt pufniiacd %vithitt .1(10 ,-t ofdw dripliufs oftrtts to f save tt. 6 MIN. EARTH SAUCER MULCH (AKIN. 4" DEPTH) (DO NOT MULCH AGAINST I I i �" 'folk �taterrstls: U i :.• . TRUNK OF' TREE) I REMOVE BURLAP FROM MT Ttatc ttt;ttrit iltall nail ttrrre€lavitltirn l.t3ti it at`tlte drilrlitte of fives to l stvcd - TOP 1/3 OF BALL �! . \ EARTH BERM AROUND BED � I- I Pt'trtecf;lat� Fenrta;lrius ORIGINAL SOIL, AMEND AS I Tre to be rtlainod avitlt tt 40 feet ofa t d, Etttlldi i = tae r adit +.attivit shall l 'rttetidd b tetse is . T iiREMOVE STRINGS, WIRE, BURLAP I REQUIRED i t g `' y y'° FROM TOP' 1/3 OF BALL I I I I I I I I 6 lFetwing shall Oe in place and shad be in pected and approved by a County lns e%r pr or to grading or eowstnic#ioat CD TT I.NOTE : NEVER CUT I z PLANT ON UNDISTURBED SOIL ( 4. Tre NWIN TWICE BALL MAIN LEADER - y , , III I I I 4 hart ilia, g► attad vel to st b mimed withia. tilt' (kipl`itat< of a tree to i tt+ed, it we well ttla ill prim€l l mal a construction tld'tal DIAMETER sttbutttCect for approval. 14). Trt-,Wal �J DECIDUOUS TREE PLANTING DETAIL CONIFEROUS TREE PLANTING DETAIL deg: ut k-vcltAultE.Its�� l illalatfi tlitplitae tt, tead� tr,as uylir l ere 3�d st>rrstrttctiurt � NO SCALE I subinitt l fair :aPproval. NO SCALE w � i1, 'L'r tit mlahtn+f artt8'utttieti Z N o when trcuchi g .is re€ uirt(i Wilbur tlt� lim its trt"slcaxriaag, it Shall (ae done as far away (rout the trttuhs of trees, its :sibte ,. Ttinrteling O z Z j u tuner .a tar0ggo irce Shall be c:on sidered av, an altertt.Ave when it is anticipated that rtecesztry trenelaing will s stagy P aler 1X)D s_ - C°ttiaar V J _ � Prroteative ti,jwiag "I be the La3t heels moved ducal.- the titial deals . W � w co 00 0 >�:`t"Ln� I 1 . ffitwaiffed Trct�;. _� w O0 � � Q d trees slat[ by twutcd, itiini llately by pruz ia& fe:stili melon or other rtwthotls yevonin-mi k-A by a truo sv# cirtlist. O ` M < � N REMOVE BURLAP FROM OTE..fr S IME. EVELOPKW S MIY�O :BlLrl'Y T C'O3NF II THE HE C OTNT k �C TO O °TREK C:CiNSER-lr'A�TION ,/ � = M M TOP 1/3 OF BALL I_ I_ I I_ - L11 REMOVE BURLAP FROM II- I_ _!.- I l TOP 1/3 OF BALL 1! El El � I I L I ��) 1, 0 I 1 y!) 1 It �iL'rei�� i AL7 These plans and associated EARTH BERM AROUND BED 0 I EIt GNxr V, (DATE) documents are the exclusive � STANDARD ORANGE VINYL OR PLASTIC CONSTRUCTION property of POHL CONSULTING I_ FENCE ATTACHED TO POSTS (PRE —WEATHERED WOOD, and may not be reproduced (MIN. 3" DEPTH) Y an SHREDDED) HARDWOOD MULCH GALVANIZED STEEL, IRON OR THICK PVC PLASTIC , AT b means in whole or in - Y DO NOT MULCH AGAINST STEM. LEAST 40" ABOVE FINISH IGRADE WITH SPAN BETWEEN COti TF.It i P�lRCHA'SER81Gn�'fURE (DATE) part and shall not be POSTS NO GREATER THAN 6 ON CENTER. EVERY NINTH ! assigned to any third party j - ORIGINAL SOIL, AldEND AS REQUIRED POST SHALL CONTAIN A WARNING SIGN THAT CLEARLY 1 without the express written -� UNDISTURBED SOIL IDENTIFIES THE FENCE AS A TREE PROTECTION FENCE. ------ consent of POHL CONSULTING. NOTE : REMOVE ALL DEAD, BROKEN TREE PROTECTION FENCE DISEASED AND WEAK BRANCHES. (FOR USE FOR TREE MA SSE S) SHRUB PLANTING DETAIL NO SCALE r ^ V 1 ` H z U w w a STANDARD ORANGE z Q JAI VINYL CONSTRUCTION FENCE W W � z I >Q TREE W < Cn w H m Q Uj I Q LU BAR STAKES ~ I W zrV000 w Cl- STANDARD ORANGE 'VINYL m �-- H o CONSTRUCTION FENCE / o VV EVENLY DRIVEN METAL "T" BAR STAKES LU Cn O_ z EXISTING GRADE W cl� ~ =III=11 I —III— � � Q 3 OF POST z U BURY 1 � � =1 I I=1 I I=1 11 I I=1 I I=1 I =1 I =1 I NOTES: 0 =III=1 I =III=III=III=III=III=III= 1. BARRIER PREVENTS COMPACTION OF SOIL AROUND z =1 I I=1 I I=1 I I=1 I I=111-111-111-1 1 ROOTS BY CONSTRUCTION EQUIPMENT. 2. EXTEND FENCE TO DRIPLINE AT ALL POINTS (DRIPLINE IS DESIGNATED BY OUTSIDE EDGES OF TREE BRANCHES) TREE PROTECTION DETAIL (FOR USE FOR SPECIMEN TREES) PROJECT NO. NO SCALE 102 SHEET NO. L-2 ��\ OF 14 exuakiialmi hateifxg wigi hAagral 119N TC, housing &JUil wl use in nuainsulkied areas - If inAa3ad WtWO 1FISA"Ofl IF, pfegelA Me inglalkni nud be pulad back 3' (min all 4d% of Jv� TC hoWtV - IM kxWjxj N dedgited to wwde .50.0,00 Whitt of life alki il colripa�� Willi fll�vly alarwa(d Am Wnd - 3 yoar wanaity. EN VIRON MENTALLY FRIFI%4DLY. ENERGY EFFICIENT ------ Na tnraAd ulf"okA " inirwed wayeletKjft BY PRODUG1 -SPECIFICATIONS LtUUqflia5glnV w1ul fiW6.Kj P(#0d0qq4WkK UW11'ral W q* kX'j kft� d 9;e LED - ftkimabla PC bourd wib qukk "rel;*Wr trwoulls afectly lo twais*& aid hy"Porates 66 lat6m gentfallo"of itigh kaw, ouOl LEUts WMW W Eliagy $(ar 4UW�#-�6- - 270K, lypical, opucai b)(,%tan (,tqnpt&f.optImi� bAfrd feIL-dol-with vaudar rkg.li wvpk-dvdW a h4i vw)�mWon diffWrQ k-ts coilqea4dle .......... CEDS aw pfwum w4rum awlixe of kus P10(hres ak,6v gkme� eff k1aA5y31wIl Matptudood3 .900i 6 718* CEIUNG CUTOUT kimess typical. q,A%iiirj %*,.dvw fyw, knIWWgv dW, on bkgws ELECTMCAL DATA - NoN-Dimmw3 searvilot-sly il*) wgrig. 120V 277V L90 Wivet IAon-dhw&Kj, and opgowl 0-11W d1inwifvj ddV& . .. .... 2mpt%) aGt.manodatesi2Gor277ydkAGat5Ol6OHz- Powerfar-tat - '14MII-ted,ILI 9.21A air, %9_q 120V hiput # OpO� Luircm Hizlmme'0 driver amoiuo� 120 or 277 " AC M 50160 Hz - KtoWod bohWal RW14Xm W 0" arm framing for eaw avom at -A Wd operatilm. W� Ufa P.Aod for 50,000 hzws at 70% Itunen malitenanica Labels n-,ergy fitarqi. "-!Ned whm tmd -Mth mW baW and triub, - UL Isted for dvoWhbm-�ah wh Ing,, damp kn;� , UrAw ftiat� - U at)d dA IkkA - aktS wiVWtA - Eatagthq WlWry ELECTRICAL DATA - 040V DIMMING (MI OPMONJ bark -tip oplion is Lt ffstad for U.S. ortly. i2ov 277V 4ar"a 2M (41 _VQ 29(41-Irm fiew pafortrome my ditrtr ff0fil Wwakuy pefrofiwnw. Ffodua spedficak4is ukled to 00vo WIMM9 caw. kodczzl-mu GJV. am HOMING FEAWRES I" - I �Wv 2n Homh)q Dm1qrW ktow Its Ic appikagof" (frodout*4 (-) priAb-� imukam use � Numnian hmnmj � Housirg is vffbicafly adjL to amw1umoddi, up W a I W miling "do-L-ZI Juxilowl Box Ffewk�ed,Mxlon box proAW YAM 0) la' w4 (1)1_i- ELECTRICAL DATA - LUIRON HI-LUNt"ILED MVER krox-kouis and qfmxI wim UL IIqud aud WL 9--W for tw-Vh- blamb tvirfN. waxinhMI 8 t4u. 12 Rw 0 go, C bf-dw, dM, Xt 120V oorArAom (4 Irl, 4 oul - Lraw box pmAded with renmable accns plak�o - Krimkouts *qd1pped VIM pirut dols. MQUjj(jtjqFrajjj0 '164 to rtjXj Ift Wak ffifo%z 12" ca-P&A or'Cd-lar=+. 08,26 or HMO), linear flat b;ms (M, P"W to O�IkRIING INFOMMION- 14midng, Wm and ww'-wdot otM ordetM apar8lely, X Ual.409 Noa vat-4, Oplio" TrinvDawip6on MWILM 21K 2YMK 1 120V WIV Uuv.�;U) W&J; a -low Coi k-A Oi�� .2 Itiv L, 240 corka siuk eatit 36K 31-4A'U ta4j 24 t CviRA WWI RIA& 41K 41WK -d R�mlw &A01 249AM Corivil Ebtli Batfc rp�, CT&Vaftgurl ZIB-14 0ACA &UPA &AW pave-wil C-uf$N'A AliW, EuTGwil Codtal Akak` 2MAXII copital Caw 10% MWA AWk, K2TW_%ytI 0WAA CX1410 In 1�&� Wh4 F-7 I-M-1 Tun Ole twew4w 1112hW.W, 0�&,A DAW 14 4fflVU tb.�a lw-;m TWO. W C*.,w4 bv pwpa su, tclallad bat tmt��;= m4w.w" %VwAvx�Ta 9524-SC Chmmeband AM- 0 fi&,w W-0 SV4�W 11rdixt"MIC: 9702 Lumincus c6la 9624-711- 0,11;9M -7 fir O.R! WZ4 -ar O.D. Tall Azz - cbu* Aged Qtmze, 14 - &t�zc Wi I - wiiw. PHOTOMEINC REEPORT AVERAGE 114HIAL FQOTCANUL� IN ITIAL FOOTCANDLES TW Rkj�uf t ITI 10 14 DISTFUBUTION ttLakj, hk WU FXM - 1 111-1 - - ---- 40 a 51 Al_ 1. ��d 21 ------ -01 la*m-t LKV. 37A far I.Ir n �ffi 15. 41 ........... ffi .......... 12 -I-OY-5 LUM Iry-V CP (AVWjW ZQUALWMMSUMMARY 451-1-11.11-1111-14 ar;a Luw�-; %�,p twua ;t FOS 4-3r 'M �VA A4 R - 5:w— —0 —MAS6.t At Pflofomrf RIC KPOR-t- W"IDLEPOWER AVERAGE INfW FOWDANDLES INIfIALF001CANDLES TN -A N, w t 4. M Of 5 DIStRIBUIJON wtow tai4s wm (OWJ uw�:M.qw. -r2.W sml)) Cadqj lik 1492=9 --- __ rmfi "%WAMnXe2*% I W11 ea 6) bI A 2A," Ahl DeW� __ I W- RMj lw"e �Wj CA.4tt 1.16 !q__,AL 4f- Q3 Ar _,&T ;a 14 A tuall4ho UW. Itz —---- I 91r it — :�, — Ito LUMINANCE (Average oW Ili') IV 4% laT 11 1 T &A 65 j- 05 9 ZONAILLUMEN SUMMARY W_�f� lwalvw 140 LUZ�� %13W %ratn[3 =79 ----- - ---------- Q-V 0 VA 451V 04V 711 UJA HA 85 'd rupwa� a Wmfm Lf jXT&ftn@M3 ror afis wam Emft ffr4y way In do h-H. S. Mf Road - De's Ra6m-, It BOOM - Mm-,9 (847) 827-9880 - Fax (W) 827-2925 -wk 220 Qwlar Wye &aiqkK% Ortmb - Qw-Ala WS 696 - 14aa ('905) I'W-73N%, - Fax (905) 792-0" M at i�� uA& 4" 1 0,ud) W4,4, kw- rVVA;V&MW alm d ux 410 94wf M M bw u1mments a sfvaf� ted d a �Wo tWwc kW Pm Ufiv miv_uft r" mWo tr.0 Im*. Wx UVwkza ad hum oLdW la wd uk&m of th ru(2104 ffishill&9 ------- itipw POW of a "s (Tv im M inial FIAW -14 I fX11A 64"M Lst 01DESMAS Ma WWI; I 40 [ILI WNW] M1 EXPRIED LIFE� Mdrnmi 60.OW hMS to 1D).OW hous ftwidIN Upon We atrlt*nt lerfqxrdm of the h-dWi2lon kx-alke. Stz LSI *6 ute for qx6k gLAUxz. LM - Wed hi*IAkjfibms I rok.. 56WIK calla twil>-,adury (oxifial). Uara-fikfi dr&iv mfiedm pro" costco hmn di2hibi.iflon for optivd udvz hirdixifian. Luinifdra ig raled FdI Woff. OPTICAL UHrr - Nolutilyj iml Wra .40114 I;w% lutlikke. flOuSiag b , tW40MW Alinkmirl V41h a ij�*bw darwripwW qbss wris PMUDO a yrdwl"td SM. InkVWt sk4a Ma4e twA iMk dm W trip ild aW Vim enmiV wl runring pfffanirwm mr Hie Ile of tte fvdtue� OWER HCIUSIKQ -%, W*r-flullt aufilull drWrktar U, Wda" is ow'ded *M (ampy d%* to ensure no tyalet m4Y and PxoAdo �4"rout'ctq.y for Pt -buy wiiry INSTALLAMON - Insials In a W or Wdect, pi. Beck peowatim w)sbb of 5 dflkd h06 shloffy'kv itsukail mid Waky mdr4 LIGHT OUTPUT -Two sbes of opilegi uills areaidk&L, lo WtdOWnglitifitieW "Ukallentsz, �DRIVER � Gttn-o"m-art OiW k%hi"V spWl" for LGI LEO Vt sourm WA&I kj1W(P=W S�Oem efwaxj. Collip"JAS M f1tv &nsW in IK4�wo. Ddrdtofllpli�s vial Rawl FCC �Wiws. WMHQ TEMMMM - AWC i0 46n (401 to FIMSH - Sbaftif oukir is whito WmAa, mt IiWA &xA Wwo is rKkAW WIh LSII fir4shpicam. U'Ab DuiaGilp flnWius wAL, Wd WAN07Y MM S-yw vw4ly Or -LIUKO -VIL IMW to U.S, aW Camlbn atty styda& Walk for wet Ivadmi. 51*�,* 1upp-lLacamsLE- CRO2 3 LED 50 CW UE M t6thL161118 4411boku Fw0h tEft g_8 M�Mbt� rm I�Ailil X!"I) uc4jr, tug Ito -------- (kda Milker atv.-j ta to &uum AdA a 60 =42 b_1V W COMWEV AA&I I IN =� 7XIV i W1W 3 W 196=4 r 10 Ile 7A, (069") a 24 W (fin - ----- 16 �Vr t4l 4 I 1W I to (is run) WEIGli'm 0 1161 4 tkhavt W 1A 4rod—ures, HETROFIT FAREL - ft 90F EOTA (4353M) RETROFIT PANELI� - 8 (#M944) luppm BUITUN PAY Ill? 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LAMP AND LED DRIVER IMOF"NFORMATION PRCMDa) ffY CLIENT. 10THERFEST PROCECKJM: IESNA L64-MOO JUTME41EST.01"ANCE - 2525 FEET IES C&ysbTcj1kmi Typo 11 Lma&411A aaser=ww Vwy sbm awd&adw (e4q� FUJI Q" Lumia Pa Lamp NA (d"Atdaj Taw Lnmp Ltoxws NA (abSdl&,) TOW Liunk�a" Efrwjdrl�ty DwKr4"dTbWEffija" Lwukm&u Effluml FWjrAj (If R) Upwmd W=LA Light Fhab MIA)""Cuix" 5240.7'j3 Lkukr"n C4rj&b Ahqb 0" 43V (4KI Dpvveti Vefk�,J) &!40Xj3 MmIumi Catxk�b An* (,,9A Uqpwt VeslkA U1 43V Maxitt"i CmAela Al 90 VegraL-4Vff1kxJ LunAxAw Lunm3m) IlkWuluol Cv%lktafn hol" 80 10 -90 D&OtfA vtMikA 4a1M (52% LwAikimv Liumna) To" WilkAzko Wads 130 OaftA Fac*o I.W r*&jljWffW hina LU aa it U1 11rAVA&1%L--4 14 wamwAl' Ilk L ;;.A 0 U K V, POHL 5 62�No. 4 1. SCALE: 1 201 DATE: 05116111 DRAWN BY FVP REVISIONS: 08119111 09120111 09130111 CD U) (D 0" C-, E LLJ < Z > 0 Iq U LLT ji .E Uj0 0 5-- LU 00 co 0 I " r T Ln r, \�lj z 0 1 1 Ln - U A= 0 L, _j \b �.,z Q:� -0 GN < (D cn Cn �o u zo These plans and associated documents are the exclusive property of POHL CONSULTING and may not be reproduced by any means in whole or in part and shall not be assigned to any third party without the express written consent of POHL CONSULTING. LU 2: 0 LU ;;;p LLJ LU _j Uj < r"Y010 LU ;;;p LU LU rill, 0 Q9 Of < f__q (D > cl� < 2: LU co < U 1-1 0� Q 0 LU Uj D U Uj 5M 0 0 PROJECT NO. 102 -7 SHEET NO. PH-2 OF 14