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HomeMy WebLinkAboutSDP200700053 Plan - Approved 2008-01-24PIAN NOTES: 1. THE ABBREVIATION VDOT MADE HEREAFTER REFERS TO THE VIRGINIA W ARTFOW OF TRANSPORTATION. THE TERM COUNTY REFERS TO THE COUNTY OF ALBEMARLE, VNIGINIA. 2. THE CONTRACTOR SWILL BE RESPONSINLE FOR OBTANNG ALL NECESSARY MMM I SISCTICIM BC> "AND OTHER APPROVAL RELATED ITEMS IN ACICORDANCE WITH LOCAL AND STATE POLICY. 3. THE CONTRACTOR SHALL VERIFY THE PROPOSED LAYOUT WITH ITS REL ATIONIHI P TO THE EXISTING SITE SURVEY. THE CONTRACTOR SHALL ALSO VERIFY ALL DIMENSIONS, SITE CONDITIONS, AND MATERIAL SPECIFICATIONS AND SHALL NOTIFY THE OWNER AND ENGINEER OF ANY ERRORS, OMISSIONS OR DECROW40M SNOW COM14WK NG OR PROCEEDING WITH WORK 4. DEVIATIONS FROM OR CHANGE TO THESE PLANS WILL NOT BE ALLOWED UNLESS APPROVED NY THE ENGINEER. S. THIS PLAN DOES NOT GUMAN7E THE EXISTEINCTE OR Of UNDERGROUND UTIUTIEL PRIOR TO ANY CONSTRUCTION OR EXCAVATION, THE CONTRACTOR SHALL VERIFY THE MOSTIINCE AND LOCATION CC OR THE OF. UNDERGROUND UTIJTIB. THE CONTRACTOR SHALL BE FASPOWNME FOR NOTIFYING 'MISS UTILITY' (1406,552-71111111} 6. THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR SMALL BE IIESPONME FOR REPA11RNHG. AT H86 DMAL ANY OWTNNG UT JTIES DAMAGED DURING CONSTRUCTION. IF A UTILITY IS DAMAGED DIRNNKs' CONSTRUCTION. STOP WORK 094EDMTELY AND NOTIFY THE ENGINEER. 7. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RE PONM M FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUCANG SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT M ENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL. VVORKNNG HOURS; AND THAT THE CONTRACTOR SHALL DEPEND. INDEMNIFY AND HOLD THE OWNER AND THE EN 1HENR HARMLESS FROM ANY AND ALL LIABILITY IDEAL AND ALLEGED. N CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PR10PCT, EXCEPTING FOR ULABROTY ARISING FROM "TME SOLE NNEGLIGENCE OF THE OWNER OR THE ErGINMR'. IL ANY DAMAGE TO EXISTING PHYSICAL FEATURES (WALKS, LIGHTS, TREES. SHIRU M ETC.) SMALL NE THE IRESPON IMM OF THE CONTRACTOR. REARS OR REPLACEMENT SHALL BE MADE AS NECESSARY AT NO COCT TO THE OWNER. 9. ALL TURF MEAS THAT ARE IMPACTED OR DISTURBED NY CONTRACTOR VE KIM EQUIPMENT OR ACTIVITY SHALL BE RO AIRED, REGRADED, AND RESEEDED. 10. PARKING FOR THE CONTRACTOR'S VEHICLES SHALL BE COORDINATED THROUGH THE OVW40L THE OWNER 0 NOT RESPON ONLE FOR THE LOSS OF ANY MATERAL STORM AT THE SITE PAFJNNG OF EMPLOYEE VEHICLES VOL E AC CCIM MODATM AT THE SITE 11. N ACCORDANCE WITH SECTION 19.3-9.2 OF THE WATER PROTECTION OIDI AMM EROSION AND SEDIMENT CONTROL PL/Mi1S FOR SINGLE FAMILY DWELLINGS WILL BE REQUIRED N ALL LOTS. I I TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES, SMALL E INSTALLED BY THE DEVELOPER WAREN, N THE OPTION OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGPW THEY ARE DIEMED NECMARY N ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS, ALL SIGNS OR OTHER REGULATORY DEICES SHALL CONFORM TO THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVK;B, 13. CLEAR SIGHT UNNES MUST BE PROWDED AT ALL INTERSECTIONS, CONTRACTOR SHALL CLEAR AND GRADE AS NECESSARY TO PROVIDE THE REQUIRED SIGHT DISTANCES. 14. CONSTRUICTION DENS SHALL BE CONTAINERIZED IN ACCORDANCE WITH THE VIRGINIA LITTER CONTROL ACT. NO LESS THAN ONE LITTER RECEPTACLE SHALL E PROVIDED AT THE COWRUICTION SITE. IS. ALL SFRNNGS SHALL BE CAPPED AND PEED TO THE NEAREST DRAINAGE DITCH OR DRAINAGE OUTFALL THE PIPE SHALL BE MN. 6' DIAPIETER AND CONFORM TO VDOT STANDARDS W 1. SITE C ALBEMARLE COUNTY, VIRGINIA PHASE 20 : FINAL SITE PLAN PREPARED BY: C bentiree desin LANDSCAPE ARCHITECTURE, ENGINEERING & PLANNING 1201 STONEY RIDGE RD. SUITE 1, CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-220-2551 FAX 434-220-2553 DATE: 5.10.07 I. PRIORI TO ANY CONRTIUOCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING COINFECTION TO ANY EXISTING ROAD, A PSIPMT SHALL SE OETAINM FROM THE VIRGINIA DeNRTHE NIT OF TRANVORTATION (VDOTTHIS PIAN AS DRAWN MAY NOT ACCURATELY REPLECT Ti E REQUIIMNTS OF THE PERMIT. WHERE MAY DISCREPANCIES, NCIES, OCCUR THE REQUIREMENTS OF THE FIRM SWILL GOAIIRN. I ALL PAYING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLM OTHERWISE NOTED. 3. EROSION AND SEDIMENT CONTROL MEASURES SWILL E PROVOM IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SMALL BE INSTALL D PRIOR TO ANY CLEARING. GRADING OR OTHER COWRUCTKW 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE PBRT1.1Z D. SEEDED AND MULCHED. THE MMUIMOM ALLOWABLE SLOPE IS 2:1 (HORLZONNTALVERTIC/AL). VO4ME REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. S. PAVED. Rr4tAP OR STABILIZATION MAT LIED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING. OR THE DIRECTOR'S DESNGNNIX IT 0 DEEMM NNECIESARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL 6 ALL TRAFFIC CONTROL 31GNS SHALL CONFORM TO THE VIRGNA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, 7. UIi.ESS OTHERWISE N01UD ALL CONCRETM PIPE SMALL BE REINFORCED CONCRETE PIPE - CLAM E. 8 ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS POR THE CONSTRUCTION INDUSTRY (29 CPR PART 1926). I. TOPOGRAPHIC AND PHYSICAL SLIRVEY BY TERRA ENG•INEERNG AND LAND SOLUTIONS, CHARLOTTESVILLE VIRGINIA SUFPLEMENTAL TOPOGRAPHY BAwD ON COUNTY OF ALBEMARLE AERIAL TOPOGRAPHIC SURVEY. BOUNDARY INFORMATION PROM A PLAT BY ROG1R RAY N4 AMIOC., WC. CHARLOTTESVILUL VIRGIBII PLAT PIEPAND MARCH Z UK I SURVEY DATUM: USCIGS VERTICAL. DATUM NAND 18 3. BASIS OF BEAROM RAT NORTH 4. K: TOP OF FIRE HYDRANT AT CORNER OF FINE SPRINGS ROAD. VICINITY MAP PROJECT DAT TAX MAP 76141, PARCEL 12 DEED BOOK 2955 / PAGE 6M DEED BOOK 13421 236 DEED BOOK IWC/ PAGE 410 DEED BOOK 9371 PAGE I" DOSTNNG ZONING: PUD (ZMA-94-25) ZONING SURROUNDING LOTSc PUD (ZPW"-25) ZONING OVERLAY DISTRICT- NONE SITE IS LOCATED INA NEIGHBORHOOD DEVELOPMENT AREA WM AREA: TAX MAP 76M 1, PARCEL 12A: WATER LINE (EX. / PROP.) - - BOUNDARY / RIGHT4N-WAY LINE VIVV a IMI O WATER VALVE / METER I.F. INION PIN FOUND FIN FIRE HYDRANT I.S. IRON PN SET YN YARD HYDRANT SETBACK LIE 90A • BLOW -OFF ASSEMBLY -- -- EASEMENT LIMITS S- SANITARY SEWER UNE (EX. / PROP.) - CENTERLINE CO O CLEANOUT - - - - CONTOUR LINE (EX / PROP.) MH MANHOLE -3:1- <-2.50%- DEGREE / DIRECTION OF SLOPE SDa STORM LIE (DC / PROP4 ♦ 479.70 SPOT ELEVATION DI [J STORM INLET HP HIGH POINT YD O YARD DRAIN LIP LOW PONT DSO DOWNSPOUT • • .. • DITCH / SWALE G GAS LINE (EX. / PROP.) =--::: WATER COURSE Gsve Gm O GAS VALVE / METER W+ RK BENCHMARK -ONE OV904FAD ELECT RIC (DC / PROP.) C G-2 VDOT STD. HEADER CURB -LIGE UNDERGROUND ELECTRIC (DC / PROP.) CG -6 VDOT STD. CURB & GUTTER PPJa POWER POLE OG -12 VDOT STD. HAND" RAND -0- HC HANDICAP PARKING SYMBOL LP LIGHT POLE DIP DUCTILE MON PIPE GUY &' GUY WIRE RCP REINFORCED CONCRETE PrE EM e= ELECTRIC METER CHIP CORRUGATM METAL PIPE ® TRANSFORMER PVC POLYVINYLCHLORIDE PPE -OHT OVERHEAD COMMUNICATIONS NNICATIONS (DC / PROP.) HDPE HIGH-DENSITY POLYETHYLIINE PPE -UGT UNDERGROUND COMMUNICATIONS NNICATIONS (a / PROP.) VC VITRIFIED CLAY PIPE PED O UTILITY PEDESTAL FFE FINISHED FLOOR ELEVATION TBR TO E REMOVED TBT TO E TRAM SFLANTM TBS TO E SAVED PROPOSED TREBLE SITE C ALBEMARLE COUNTY, VIRGINIA PHASE 20 : FINAL SITE PLAN PREPARED BY: C bentiree desin LANDSCAPE ARCHITECTURE, ENGINEERING & PLANNING 1201 STONEY RIDGE RD. SUITE 1, CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-220-2551 FAX 434-220-2553 DATE: 5.10.07 I. PRIORI TO ANY CONRTIUOCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING COINFECTION TO ANY EXISTING ROAD, A PSIPMT SHALL SE OETAINM FROM THE VIRGINIA DeNRTHE NIT OF TRANVORTATION (VDOTTHIS PIAN AS DRAWN MAY NOT ACCURATELY REPLECT Ti E REQUIIMNTS OF THE PERMIT. WHERE MAY DISCREPANCIES, NCIES, OCCUR THE REQUIREMENTS OF THE FIRM SWILL GOAIIRN. I ALL PAYING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLM OTHERWISE NOTED. 3. EROSION AND SEDIMENT CONTROL MEASURES SWILL E PROVOM IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SMALL BE INSTALL D PRIOR TO ANY CLEARING. GRADING OR OTHER COWRUCTKW 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE PBRT1.1Z D. SEEDED AND MULCHED. THE MMUIMOM ALLOWABLE SLOPE IS 2:1 (HORLZONNTALVERTIC/AL). VO4ME REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. S. PAVED. Rr4tAP OR STABILIZATION MAT LIED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING. OR THE DIRECTOR'S DESNGNNIX IT 0 DEEMM NNECIESARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL 6 ALL TRAFFIC CONTROL 31GNS SHALL CONFORM TO THE VIRGNA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, 7. UIi.ESS OTHERWISE N01UD ALL CONCRETM PIPE SMALL BE REINFORCED CONCRETE PIPE - CLAM E. 8 ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS POR THE CONSTRUCTION INDUSTRY (29 CPR PART 1926). I. TOPOGRAPHIC AND PHYSICAL SLIRVEY BY TERRA ENG•INEERNG AND LAND SOLUTIONS, CHARLOTTESVILLE VIRGINIA SUFPLEMENTAL TOPOGRAPHY BAwD ON COUNTY OF ALBEMARLE AERIAL TOPOGRAPHIC SURVEY. BOUNDARY INFORMATION PROM A PLAT BY ROG1R RAY N4 AMIOC., WC. CHARLOTTESVILUL VIRGIBII PLAT PIEPAND MARCH Z UK I SURVEY DATUM: USCIGS VERTICAL. DATUM NAND 18 3. BASIS OF BEAROM RAT NORTH 4. K: TOP OF FIRE HYDRANT AT CORNER OF FINE SPRINGS ROAD. VICINITY MAP PROJECT DAT TAX MAP 76141, PARCEL 12 DEED BOOK 2955 / PAGE 6M DEED BOOK 13421 236 DEED BOOK IWC/ PAGE 410 DEED BOOK 9371 PAGE I" DOSTNNG ZONING: PUD (ZMA-94-25) ZONING SURROUNDING LOTSc PUD (ZPW"-25) ZONING OVERLAY DISTRICT- NONE SITE IS LOCATED INA NEIGHBORHOOD DEVELOPMENT AREA WM AREA: TAX MAP 76M 1, PARCEL 12A: 1.32 ACRES (57,427 SF) PROJECT SFO: PROPOSED USE OFFICES (TOP TWO FLOORS) & INDUSTRIAL/STORAGE (BOTTOM BOOR) BUILDING FOOTPRINT: SAWN TOTAL FLOOR AREA:- 16,208 IF (THREE FLOORS) PAINED PARKING NU V8 1CULAR CIRCULATION: 176!4 SI: TOTAL IMPERVIOLIS COVER• 8,6085E + 9AW + IA22SF + S,400SF +49W - 2S,119 SF (PAVED PARKING + VEE. CIRC. + CONNC PADS + BLDG + WALLS) STANDARD RATIOS: FLOOR AREA RATIO: MAX ALLOWED = 0.7 TIMES THE TOTAL LAND AREA - 0.7($7,427 SF) - 40,1" SF PROPOSED = 14.30 SF OF FLOOR AREA - 16,200 SF/57,427 SF = 0.28 TIES TOTAL LAND AREA LAND COVERAGE(OF BUIDINGSk MAX ALLOWED = 03 TIES THE TOTAL LAND AREA =.5(57.427 SF) - 29713 N PROPOSED = SAW SF OF LAD COVERAGE = S.400 SH57,427 SF = OA94 TRIES TOTAL LANA AREA RECREATION AREA: WA OPEN SPACE: WA MAXIMUM HEGHT OF ALL STRUCTURES ALLOWED: 65, PROPOSED: 45' SETBACKS AND YARDS: FRONT- w SIDE: w PARKING: w REQUIRED PARKING: TOP TWO FLOORS - OFFICES = I SPACE PER 200 SF OF MSFT OFFICE SPACE NET OFFICE SPACE = A X GROSS OFFICE SPACE =.8 (10.800 SF) - SAO SF SPACES REQUIRED = 0010 9 1200 SF - 43 SPACES BOTTOM FLOOR - IDU6TRALJSTORAGE - I SPACE PER EMPLOYEE TO WORK M44M A I SPACE PER SW SF OPEN TO PUBLIC RV NIMMRIM 2 CUSTOMER SPACES) - EST94ATED 0 EMPLOYEES AND NO PUBLIC SPACE = 2 SPACES TOTAL REQUIRED = 43 + 2 SPACES - 4S SPACES PROVIDED PARKING: 45 SPACES I. SITE IS NOT LOCATED WITHIN A RESERVOIR WATERSHED. I NO FLOODPLAIN, PER OWCAL ROOD 04LMANCE MAPS "MM 2805) SHEET INDEX SHEET 2 SHEET 3 SHEET 4 SHEET 5 SHEET 6 SHEET 7 SHEET 8 SHEET 9 SHEET 10 SHEET I I EXISTING CONDITIONS SITE LAYOUT GRADING & UTILITIES PLAN LANDSCAPE PLAN LIGHTING PLAN STORMWATER MANAGEMENT PLAN DETAILS PROFILES AND LIGHTING DETAILS EROSION & SEDIMENT CONTROL PLAN EROSION & SEDIMENT CONTROL DETAILS REDLADS DESIGN AND CONSTRUCTION P.O. BOX 330 KQSIMCK, VA 22947 434-215-0197 ZIIIA-Bi-4/ IL C1111111t BlOL1VnWU. PAIW PROFM : 1. RESDENTW, COMMMICIALISERVICE AMD INDUSTRIAL AREAS WITH THEIR ATTENDANT OPEN SPACE MEAS, INCLUDING PEDESTRIAN TRAILS, 94AU. BE LOCATED IN GENERAL ACCORD WITH THE APPLICATION PLAN 2. ALL ROADS, WITH THE EXCEPTION OF THE POTENTIAL COLLECTOR ROAD SHALL BE BUILT TO VEIGEMA WMTMENT OF TRANSPORTATION STANDARDS AND PLACED I4 SECONDARY SYSTEM AT THE TIME OF DEVR,OPM ENT OF THE RESIDENTIAL. AREAS UTILIZING THOSE ROADS, 3. THE ALIGNMENT OF THE POTENTIAL COLLECTOR ROAD SHALL BE N GENBML ACCORD WITH THE APPLICATION PIAN. THE COLLECTOR ROAD SHALL BE BUILT IN ACCORDANCE WITH AN /AGREE INT APPROVED BY THE COUNTY ATTORNEY AND BY THE BOARD OF SUPW ISORS WHICH IS GEEILALLY IN ACCORD WITH THE ATTACH M DRAFT AGRIMNT DATED MAY 7, 1986 (READ BY GEORGE H. GILLAM AND CHANGES AS AGREED TO BY THE APPLE AfMfT), PRESENfrM TO THE BOARD ON THE DATE THERE SHALL BE NO RESIDENTIAL ENTRANCES ONTO THE COLLECTOR ROAD, WITH THE EXCEPTION OF PUBLIC ROAD CONNECTION. THE POSSIBILITY THAT THIS COLLECTOR ROAD WILL BE CONSTRUCTED (THE 0004 014 OF THE SOUTHERN! PARKWAY) WITHIN THE RESERVED AREA SHRILL BE CLEARLY DISCLOSED N THE SUBDIVISION COVENANTS AND RESTRICTIONS AND ON THE SUBDIVISION PIAT FOR ALL LOTS ADJACENT TO THE COLLECTOR ROAD IN THE MILL CRMO WEST PORTION OF THIS PUD. N THE EVENT THAT THIS COLLECTOR ROAD IS CONSTRUCTED, THE DEVELOPER OR ITS S XXMORS OR ASSIGNS SHALL BE RE940 MLE FOR THE REMOVAL OF THE PORTION OF THE GRIST MEL DRIVE MEDLAR AND TURN ISLAND AND THE 'MRL CREEK WEST' SIGN PROPOSED WITHIN THE COLLECTOR ROAD RIGHT -OF WAY. 4. THE MAXIMUM N UMNER OF DWELLING UNITS APPROVED UNDER THIS PUD IS 43S DWELLING UNN M S. FOR THE PORTION OF THE PUD IDENTIFIED AS OPAL CREEK WEST,' LOTS THAT INCLUDE PORTIONS OF THE CRITICAL SLOPES (25% OR GREATER SLOPE) ASSOCIATED WITH THE BISCUIT RUN STREAM VALLEY SHALL PROVIDE AN EASEMIENT TO ALBEMARLE COUNTY AND THE DEVI30FER OR IT SUCCESSORS THAT PROHIBITS DISTURBANCE OF THE NATURAL GRADE IN THE PORTON OF THE LOTS ON SOCA SLOPES. ANY MAINTENANCE RWXTING FROM THE DISRRBIANCE TO TWEE SLOPES SHRILL BE INCURRED BY THE DEVELOPER OR ITS SUCCESSORS AND NOT BY ALBEMARLE COlNNT1Y. 6. FOR THE PORTION OF THE PUD IDENTIFIED AS "MILL CREEK WEST," MINIMUM YARDS SHALL BE AS FOLLOWSc FRONT: 25 FEET FOR LOTS WITH FRONTAGE ON THE ROAD SHOWN AS'GRIST MILL DRIVE` ON THE APPLICATION PLAN; 20 FET FOR OTHER LATS, EXCEPT THAT THE FRONT FRONT YARD MAY BE REDUCED TO 10 FEET FOR ATTACHED GARAGES FOR A MMM UNMIE/AL DISTANCE OF 28 FEET PROVIDED THAT THERE SMALL E No OPENNIN(S EXCEPT FOR GARAGE DOORS IN ANY DKTERNOR WALL ON THE ENCLOSED STRUCTURE PARALLEL TO THE STREET BETWEEN 20 FEET AND 10 FEET FROM THE FRONT LIFE. SIDE: 7S FEET REAR: 20 DEET. EXCFT IN CASES IN WHICH THE REAR LOT ABUTS COMMON OPEN SPACE. THEN THE REAR YARD MAY BE REDUCED TO 10 FEET 7. SPECIAL LOSE FEI MMT APPROVAL IS REQUIRED FOR ESTABLISHMENT OF THE STREAM CROSSING OVER ISCUIT RUN IDEATED ON THE APPLICATION PLAN. E GROSS FLOOR AREA OF DAY CARE FACILITY NOT TO EXCEED 6.100 SQUARE FEET. (NO PROFFERS ARE APPLICABLE TO THIS SITE) STNDS &SPECS VIRGINIA DEPARTMHNT OF TRANSPORTATION (KD.O.T.) ROAD AND BRIDGE SPECIFICTTOINS, DATED 2002. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE STANDARDS, DATED 2001. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOI. AND WATER CONSERVATION, VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992. INSTITUTE OF TRANSPORTATION ENGINEERS (ITE MANUAL), TRIP GENERATION. 7TH EDITION. APPROV ENGINEERING BUILDING CODE FIRE SAFETY ACSA 01.21-C6 r BENT TREE DESIGN, PLC -4AWSCAFE A404FTEC1141E, FI NJr, i M**44G- `201 inmuifi IIID SUTE 1, C}monESVIlE VA 434-22Q2SS1 V) W Z U L g W Z �.. 05 v z � Q W ° Z W � - 1><LL � N U� W J � J Q eei•� REVISIONS I. 7-25-07 COUNTY COMMS 2. 11-15-07 ACSA COMMENT SHEET I of 1 J.N. 0602 Af rhes reserved. 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"��YtPf t .I 1''I I I I I I g C. 14., I I 4 `\ \\ \\ / / / / / / / I v µAAA a t \ / / { j ;\ /AM" :-�. \ r{.. �;. yµ frr; "� VnI 11 .,'�`�z'A�;. xl I r s; f:, \ \ / / y t` .1 IP i I I �`j �{ II VA A\v / / / / c0� / / / \\ / yf• ��. e ;,1 ° S ?� y�Y e t`'I I I I it r :1 1 I z a i ,* \\ \\ \\\ I / / / 4 / I I , I P 111, -:— _ / '�. ia`3 ,'�, ` ,:'I { { { IS` ! ,:, I � \\ \ \ 1 / � / / / \\ y. ;'i iF'�,rwe l.rh. is.7:r .'"fir,, y:n� �s }, x x y?':�k j I ',: 3: V ',:i. \\ / / / 1 1, 11a 'ff, M1,• ,.1# •G ':rti;r� t i.t .tG:, �..:,,. f., N. \ a1 c"tr.. .r ,�.�i-;1'1, (� r,: 4 /� �' .3'e„a..N?x, \ \\ l l / ,_ I I ! �` I / — -� :te.Si:'tf^ ?'.Y' Jr,.;y{;z ".V. _y,.f en' :.Aaj"e 'F:.... � +�; �u ,.dq ..-y k � I 1.l'... e2.' „a k �^ j; <ue � � / / / 11 . — . , - -r �jA 4I 1 1 \ j / -r 3 I I I F 1 I j 1r, \ a I / / / / \ /.l -X -;l \ \ \ _ �,,,,,,t�, �-�,�'�, � "', - � L— I \ 3�, ri , sj j� L . ” r 1 1 ,� t y, { \ // ,��r, ; , . ` / / .0` ll� I - I IN r �` r'_1 ,,. � l— , , ' d k:rq , • `tet'11I'��. ,j a 3 ;,' t�l - ii— V / / \ \ � t f j t ' �4 t I "I I�Ml . � �l - "I a 1, � � — . " 1. 3 t JFo � �� jA \ , I I / / / 1 \ VA V \ '" r y ; A DEPOMING Lor LINE GRAPHIC SCALE N 1P N (INET) I kxt = 20 R M Bw.. 2b sw SINE LST. As1119p33 ,A , sl 0 DEPARTING LOTUNE o 5°om 45'39"E \ S685.73 Mw 1-4 f Rig* - ALF R& 6' FENCE WITH GATE 20'x20' DUMPSTER POD ,► 300' TO SOUMB N PARKWAY � rr�r 11 I p r if r ►r r r► 111 +n rn rn V I 11 (o cy cm 11 II I 1�j 111 -� 1 IV 1 N ly 1 B 1 1, i 11 I II 1 ►' R4E�81Ks'S'IaCI�O(3�'/l�1Vi1TFAC2�S' & urMJTyE vr) BENT TREE DESIGN, PLC --IANDSCAM AlcHnscnm & KA\V#W.-- Iini smwy sma Ib. sum 1, amoT'IESom VA 434-M2SSI V) W Z u LL a Lu Z 0 Z �— J V) I V Z Wu 0 Z Qo uu JCie LL 13�— g ufi W N_ V� a W J cn 0. J Q Uc. t MA197 r1 �I/ii s7 D SCALE: 1"=20'' ISSUED: 5.10.07 DRAWN BY: SEC/ERF REVISIONS: I. 7-25-07, COUNTY COMMENT'S All rifts reserved. No pec of the meww prole , by this coPrW (Pb• b•e. detests soulota or decai4 eaqressed on tt— Pbm) mybe r w*&xx d drt g or mdbW in any iwm or by any metm electronic: or nwdaniral, indudiet Pltoa000pyit� sow, or by mW odor metes of so is syawn widww wrkean pernIs W from Sant Tree Demo% PLC These Pbm nay not be as rW to a third pwV without Sm writpn audtotiadon of Sant Tree Design, PIC. O B1T TM DBMK PLC SHEET J.N. 0602 W ot•,A.oa OF 11 4W F lw Ir L 5, 00 w w m,n FOOT RUNT (3 STORES -16,200 SF GRM TOTAL) AIC EQUIP., TYP. 1-4 f Rig* - ALF R& 6' FENCE WITH GATE 20'x20' DUMPSTER POD ,► 300' TO SOUMB N PARKWAY � rr�r 11 I p r if r ►r r r► 111 +n rn rn V I 11 (o cy cm 11 II I 1�j 111 -� 1 IV 1 N ly 1 B 1 1, i 11 I II 1 ►' R4E�81Ks'S'IaCI�O(3�'/l�1Vi1TFAC2�S' & urMJTyE vr) BENT TREE DESIGN, PLC --IANDSCAM AlcHnscnm & KA\V#W.-- Iini smwy sma Ib. sum 1, amoT'IESom VA 434-M2SSI V) W Z u LL a Lu Z 0 Z �— J V) I V Z Wu 0 Z Qo uu JCie LL 13�— g ufi W N_ V� a W J cn 0. J Q Uc. t MA197 r1 �I/ii s7 D SCALE: 1"=20'' ISSUED: 5.10.07 DRAWN BY: SEC/ERF REVISIONS: I. 7-25-07, COUNTY COMMENT'S All rifts reserved. No pec of the meww prole , by this coPrW (Pb• b•e. detests soulota or decai4 eaqressed on tt— Pbm) mybe r w*&xx d drt g or mdbW in any iwm or by any metm electronic: or nwdaniral, indudiet Pltoa000pyit� sow, or by mW odor metes of so is syawn widww wrkean pernIs W from Sant Tree Demo% PLC These Pbm nay not be as rW to a third pwV without Sm writpn audtotiadon of Sant Tree Design, PIC. O B1T TM DBMK PLC SHEET J.N. 0602 W ot•,A.oa OF 11 * 3 Allis x inwro Ili Isfraed (PP 4864 2 FrWINr pww)lerio. wW I Li*iMlbar sryradiho loandEoba' m be raloosd Mon or*W to a on apps o.W she pYn for Row I. * *AREA I = 190 PLANTS AREA 2 = 240 PLANTS AREA 3 = 300 RANTS AREA 4 = 100 PLANTS S S-- 0 I! - I- 1 rI 1 I III I 1�, I I 11 1 1 i 1 I I i 1 I 1 I II f a I I I I II 1 I I !I , I n 1 I 1 I 7P III 1 II I I! !I I fy I I II I II I i I ul tl 1 I li 11 dI ! I I L I II I' I' 1 I I' I ! i CJ' 9 / /Sl / 3 Frer x fi�eemanll a isred' FP 4,__ /.., 9 / ax_Inus Oennsylval Ica 560''04'40" — LOW AI UNDO VER — AREA, --�--iI I SEE PLANT SCHEDULE it OTEBE M 18 aauT® *haft LANDSCAPE NOTES: PLANT SCHEDULE - FROM ORIGINAL SITE PLAN t. NOT RE ql A PR TREES 70 BE PIANIED SQ E/N NENTKATE W K REVISIONS: Bo "Name ICannan Nwne ShaK.aldNkn Rwrortw """' Trims, 1 • v THERE IS NO ELFT AND R 6"" ONLY BE USED TO ACCESS THE LOADING AREA ALL SKINS HILL CONFORM WITH ` (J THE REGULATIONS SET FORTH N SECTION 4A5. LL AJJ B'a Acer x frawrm* 4864 AUTUMN BLAZE MAPLE 15 - 1.75' d. -d brancflad 397 S. LANDSCAPE ORDBNNCE REOUIREMENrs: 6* Na GREEN ASH 15 - 1.75' of well brrxhW I661 LsR I• Ro"KillOba' ROLMD-LOBEDSWEETGUM IS-1.75'aL well brandwd 2% - 0507.664 SF) -665 SF I I PROVIDED: 3.430 SF OF LANDSCAPED STAND it {Ill Q Z I I' REWIRED: i LARGE OR MEDIUM SHADE TREE FOR EVERY 10 SPACES I'. 45 SPACES - 5 TREES / " PROVIDED: 13 TREES (6 FRAxNUS. 3 LIouDAMBAR, 2 TILNL 2 CERCIS) 3 PLANT SCHEDULE -NEW STAGGERED ROW OF EVERGREEN SHRLM W O.C., a i Key Qty I BooNo1 Na41M C61TN116n Nalro SiUK4wmm Rrwi- 'EVERGREEN A Trim's '.1 ISN'T pOSSIS E DUE TO SPACE CONSTRAINTS p TREE CANOPY: REQUIRED: 10% OF SITE AREA -.1(57.427SF) - 6.743 SF it Ctf 2 CrrM orrdw-s Forest PwW PP 2556 FOREST PANSY REDBUD I - 125' cal. well WvxhW 124 LOW MAOITENANCE 3INTEROR TREES NT 205 SF EACH9 . 616 SF 5Selden SEKKAN SUJAPANESE ANESE CEDAR 4 - F lit AA d~123 LMt 2UwAdvnbw styrodilus 7lowod8obe' ROUND108ED SWEETGUM 15 - 1.75' oL vwA bmdHy 206 TcG 2 T& Lor m' CMD47ME LINDEN I- 1.25 oL Rd bralldlad 249 Shrubs VuC 12 VlbvnR6 IRBe CHESAPEAKE VIBURNl1M 18 - 21' he Mi awe 50 1 Grand Cawr ,adwu Un Padk I BLUE PAaFic SI4m Imam 12 - 1 S' ht I pbm 3 &-c * 3 Allis x inwro Ili Isfraed (PP 4864 2 FrWINr pww)lerio. wW I Li*iMlbar sryradiho loandEoba' m be raloosd Mon or*W to a on apps o.W she pYn for Row I. * *AREA I = 190 PLANTS AREA 2 = 240 PLANTS AREA 3 = 300 RANTS AREA 4 = 100 PLANTS S S-- 0 I! - I- 1 rI 1 I III I 1�, I I 11 1 1 i 1 I I i 1 I 1 I II f a I I I I II 1 I I !I , I n 1 I 1 I 7P III 1 II I I! !I I fy I I II I II I i I ul tl 1 I li 11 dI ! I I L I II I' I' 1 I I' I ! i CJ' 9 / /Sl / 3 Frer x fi�eemanll a isred' FP 4,__ /.., 9 / ax_Inus Oennsylval Ica 560''04'40" — LOW AI UNDO VER — AREA, --�--iI I SEE PLANT SCHEDULE it OTEBE M 18 aauT® *haft GRAPHIC SCALE (IN FEET) I"= 2D It lURuidambar sty acifimt lotunddoba I 1 1 1 ay 'I tl It J q \~• �N Jam, � P i. SIGN li li LANDSCAPE NOTES: Z t. NOT RE ql A PR TREES 70 BE PIANIED SQ E/N NENTKATE W O.C. AS ON P EET TACCESS OZTHOUGH INDICATED ON PIAN. STREET TREES ARE INDICATED ON EXISTING SITE Pl/VI FOR LOW6t PORTION OF SITE ONEXI WWR PORTION O REVISIONS: REL (THREE 70 BE RELOCATED). ' 2. ENTRANCE SIGN WALL BE A NON -LIF FREESTANDING SIGN. THERE MAY ALSO BE NON-U f VWLL SIGNS ON THE BUILDING. TWO 8GN6 WILL BE PLACED ON EITHER SDE OF THE LOADING ACCESS AWE TO NOTIFY USERS THAT 1 • v THERE IS NO ELFT AND R 6"" ONLY BE USED TO ACCESS THE LOADING AREA ALL SKINS HILL CONFORM WITH ` (J THE REGULATIONS SET FORTH N SECTION 4A5. LL 3. UNLESS OTHERWISE NOTED. ALL EXISTING TREES WRHN THE DEVELOPED AREA OF THE SITE VALL BE CLEARED. LLI F- 4. NO PLANT SUBSTITUTIONS WITHOUT APPROVAL OF LANDSCAPE ARCHFTECT. 1: 5. SEE SKEET 6 FOR ALL LANDSCAPE DETAILS. v� S. LANDSCAPE ORDBNNCE REOUIREMENrs: � srrrEfTTnEEs: RCDUIREO: NOT REQUIRED n PROVIDED: 6 LARGE STREET TREES (PROVIDED ON E(. SITE PLAIT) u INTERIOR LANDSCAPING. REOINRED: 5% OF PAVED PARKING 6 VEHICULAR CIRCULATION W� PAVED PARKING AND VEHICULAR CIRCULATION -17,6IN SF Z - 0507.664 SF) -665 SF I I PROVIDED: 3.430 SF OF LANDSCAPED STAND it {Ill Q Z I I' REWIRED: i LARGE OR MEDIUM SHADE TREE FOR EVERY 10 SPACES I'. 45 SPACES - 5 TREES / " PROVIDED: 13 TREES (6 FRAxNUS. 3 LIouDAMBAR, 2 TILNL 2 CERCIS) 3 SCREENING : REOURED: SCREEN DUPSTER PAD FROM PUBLIC STREET INTIM DOUBLE STAGGERED ROW OF EVERGREEN SHRLM W O.C., a GRAPHIC SCALE (IN FEET) I"= 2D It lURuidambar sty acifimt lotunddoba I 1 1 1 ay 'I tl It J q \~• �N Jam, � P i. SIGN li li „ IIS "1 PROTECTION_ • `;, ` FENCING TREES TO REAMNI, TYP. 17 I 41 {'emanii "eNersred' PP 4864 ? Fraxint;% eonvivani::r, NOTE: 1. ALL TREES NOT DESIGNATED TO BE RELOCATED ARE TO REMAIN. 2. ALL SLOPES GREATER THAN 3:1 TO BE PLANTED WITH LOW MAINTENANCE (NOT GRASS) GROUND COVER. 3. TREES TO BE SHOVW'TO BE RELOCATED' WERE APPROVED NTH PHASE PLANS. s C �) BENT TREE DESIGN, PLC 1N05(ME ANORELME D,048014 k IN -NG - IMI STONEYAaNZ 110. SUITE 1. ORMOTnmftc 4342202551i 342202551 LANDSCAPE NOTES: Z t. NOT RE ql A PR TREES 70 BE PIANIED SQ E/N NENTKATE W O.C. AS ON P EET TACCESS OZTHOUGH INDICATED ON PIAN. STREET TREES ARE INDICATED ON EXISTING SITE Pl/VI FOR LOW6t PORTION OF SITE ONEXI WWR PORTION O REVISIONS: REL (THREE 70 BE RELOCATED). ' 2. ENTRANCE SIGN WALL BE A NON -LIF FREESTANDING SIGN. THERE MAY ALSO BE NON-U f VWLL SIGNS ON THE BUILDING. TWO 8GN6 WILL BE PLACED ON EITHER SDE OF THE LOADING ACCESS AWE TO NOTIFY USERS THAT 1 • v THERE IS NO ELFT AND R 6"" ONLY BE USED TO ACCESS THE LOADING AREA ALL SKINS HILL CONFORM WITH ` (J THE REGULATIONS SET FORTH N SECTION 4A5. LL 3. UNLESS OTHERWISE NOTED. ALL EXISTING TREES WRHN THE DEVELOPED AREA OF THE SITE VALL BE CLEARED. LLI F- 4. NO PLANT SUBSTITUTIONS WITHOUT APPROVAL OF LANDSCAPE ARCHFTECT. 1: 5. SEE SKEET 6 FOR ALL LANDSCAPE DETAILS. v� S. LANDSCAPE ORDBNNCE REOUIREMENrs: � srrrEfTTnEEs: RCDUIREO: NOT REQUIRED n PROVIDED: 6 LARGE STREET TREES (PROVIDED ON E(. SITE PLAIT) u INTERIOR LANDSCAPING. REOINRED: 5% OF PAVED PARKING 6 VEHICULAR CIRCULATION W� PAVED PARKING AND VEHICULAR CIRCULATION -17,6IN SF Z - 0507.664 SF) -665 SF W PROVIDED: 3.430 SF OF LANDSCAPED STAND it {Ill Q Z II 'I REWIRED: i LARGE OR MEDIUM SHADE TREE FOR EVERY 10 SPACES I'. 45 SPACES - 5 TREES / " PROVIDED: 13 TREES (6 FRAxNUS. 3 LIouDAMBAR, 2 TILNL 2 CERCIS) 3 SCREENING : REOURED: SCREEN DUPSTER PAD FROM PUBLIC STREET INTIM DOUBLE STAGGERED ROW OF EVERGREEN SHRLM W O.C., a i WRH DOUBLE STAGGERED ROW OF EVERGREEN TREES IT D.C.. OR _ COMBINATION OF FENCING AND VEGETATION n PROVIDED: DOUBLE STAGGERED ROWS OF EVERGREEN SHRUBS N OZ, AND 'EVERGREEN A HI TREES I T O.C. AND V GH FENCE VMIELE DOUBLE ROW '.1 ISN'T pOSSIS E DUE TO SPACE CONSTRAINTS p TREE CANOPY: REQUIRED: 10% OF SITE AREA -.1(57.427SF) - 6.743 SF it PROVIDED: 6 STREET TREES UT 367 SF EACH) - 3176 SF It 2 PARING LOT TREES NT 240 SF EACH) - 466 SF () 6 INTERIOR TREES NTS04 SF EAC" - 3624 SF LOW MAOITENANCE 3INTEROR TREES NT 205 SF EACH9 . 616 SF n GROUND COVER 2 INTERIOR TREES (AT IN SF EAC*) . 245 SF 1;. '-AREA 2 5 EVERGREEN TREES NT 123 SF EACH) • 615 SF SEE PLANT SCHEDULE 12 SCREENING SHRUBS NT SO SF EA MI 600 SF TOTAL . 9.371 SF (16.33%) „ IIS "1 PROTECTION_ • `;, ` FENCING TREES TO REAMNI, TYP. 17 I 41 {'emanii "eNersred' PP 4864 ? Fraxint;% eonvivani::r, NOTE: 1. ALL TREES NOT DESIGNATED TO BE RELOCATED ARE TO REMAIN. 2. ALL SLOPES GREATER THAN 3:1 TO BE PLANTED WITH LOW MAINTENANCE (NOT GRASS) GROUND COVER. 3. TREES TO BE SHOVW'TO BE RELOCATED' WERE APPROVED NTH PHASE PLANS. s C �) BENT TREE DESIGN, PLC 1N05(ME ANORELME D,048014 k IN -NG - IMI STONEYAaNZ 110. SUITE 1. ORMOTnmftc 4342202551i 342202551 SUE ELLEN CARTER Cert. No. 001222 w J/ liI .� SCALE: I "-20' Z 5.10.07 W SECIERF REVISIONS: V5LL ^ I.i. LL z LLI F- Z 0 v� g z z J Q Lu W� Z Q U W IG J � LL. {Ill Q Z V�Ng LU J _ Lim SUE ELLEN CARTER Cert. No. 001222 w J/ liI .� SCALE: I "-20' ISSUED: 5.10.07 DRAWN BY: SECIERF REVISIONS: 1. 7_2547. COUNTY COMMENTS tidal-r-rrW. WN.rdM-nv'.I PCEarsd ar �PPyx UI.-.Ia4rt says rraa. w dr"N ."rwN r Au pV-) ^q'be nproA,o1. dray w.lalia"aq iww. w q a^T �w.. alameaft w �ra.bt wbY:r ma.a.Iwo...A..1/wa41rLve. a.. nr D --Na nc TVs pYn rSr naaaarN.a waarsP d (Jaya RC.c. e rima wdrorloem a. - T. (Jaya O NWT,aH oeIINL IlL SHEET OF I I J.N. 0602 • N rI LUMINAIRE SCHEDULE ST•Ed L46M OI/ C4Itlo9N Mu LWW Flo Uo LIF wr. 1.4 IC 9.0k ASW! &001- Aipis ARCHNEC7IIRAL ONE 400 WATT CLEAR + 0.0k 0.4k 8 m 2 Slit TB Lbl DOB MOUNTED EMS METAL R46UM. 'IgRI20T;AL L013061.1a 92000 1.00 454 t FIS LUMINAIRE. SR4W POSITION W RL Um TYPE N NJ a L.LJ 0 YDE,FOR00M M�STRBlf0 N -'\OA 5 w1 759.0 55.0 18.0 TH 910E 99.7 0.0 139.0 oD SHIELD. TILTED IIP FROM FgRROHTAL 10 'I '.. DEGREEE400W MH W -. 1 I CLEAR Pi 3 A32 400M ARcwrEcTbRAL ARM- ONE 400WATT CLEAR LI10100.W 320 1.00 452. TB SPA DOB LPI MOUNTED CUTOFF ED -29 METAL/IAUDE • a•SSS2040 LL404AM W.j I SRASC MOf�ZONTAL POSITION. / DM19AS DOB REFLECTOR. S I / STATISTICS Domm"0• Sy -w Avg Mu Min Mctl9n AvoMn MS Cn4k SIA PIr6 + 1.4 IC 9.0k 0.0k N/A NIA PROPERTY LIE + 0.0k 0.4k 0.0k NIA NIA I t I W RL Um E NJ a L.LJ -'\OA 5 w1 759.0 55.0 18.0 +e.o 99.7 0.0 139.0 oD STATISTICS Domm"0• Sy -w Avg Mu Min Mctl9n AvoMn MS Cn4k SIA PIr6 + 1.4 IC 9.0k 0.0k N/A NIA PROPERTY LIE + 0.0k 0.4k 0.0k NIA NIA SD --_ q `� o , tr I I I ; \ ) i i I I I I)� _ _ f I I I I' f 1j I I I I• I i; j ! I 1 £ I GRAPHIC SCALE ( IN FEET) I k.d1= 20 1L spo 9,00 sop NOTE: i' a+ T!NG pI A`r d / S LlH1AINAIRE LOCATIONS LoaYon AM No. L!"x V Z MM pY1410on 7S X v z + P1 100.0 -+10.0 20.0 20.0 34.5 0.0 707.9 -7151 0.0 2 P7 110.0 d5.0 20.0 20.0 -6C5 0.0 147.9-05.2 0.0 9 P1 199.040.0 20.0 20.0 d4.5 0.0 797,0 -101 ` 9104 W7 09.0 J5.0 19.0 79.0 275.9 0.0 \ 990 430 BENT TREE DESIGN, PLC -1.woscv¢ AAanco�ll� Fi+raEel.4 A nA�c- Iio/ nor4:r ADQ w RATc 1, oI1NnTTFs91E r4 1341iQ25I1 W Z U :CL 5 CL LL LL LU O 1Z V W $ Z F- LU SCALE: 1"--20' I t I W RL Um E NJ a L.LJ 1 I I I r: I I I I ; \ ) i i I I I I)� _ _ f I I I I' f 1j I I I I• I i; j ! I 1 £ I GRAPHIC SCALE ( IN FEET) I k.d1= 20 1L spo 9,00 sop NOTE: i' a+ T!NG pI A`r d / S LlH1AINAIRE LOCATIONS LoaYon AM No. L!"x V Z MM pY1410on 7S X v z + P1 100.0 -+10.0 20.0 20.0 34.5 0.0 707.9 -7151 0.0 2 P7 110.0 d5.0 20.0 20.0 -6C5 0.0 147.9-05.2 0.0 9 P1 199.040.0 20.0 20.0 d4.5 0.0 797,0 -101 ` 9104 W7 09.0 J5.0 19.0 79.0 275.9 0.0 \ 990 430 BENT TREE DESIGN, PLC -1.woscv¢ AAanco�ll� Fi+raEel.4 A nA�c- Iio/ nor4:r ADQ w RATc 1, oI1NnTTFs91E r4 1341iQ25I1 W Z U :CL 5 CL LL LL LU O 1Z V W $ Z F- LU SCALE: 1"--20' W RL Um E NJ a L.LJ ISSUED: 10.23.06 DRAWN BY: SEC/ERF REVISIONS: w rp• �,.4. Ne Iarl de. •..:rl Paum ky a4. aq.y fFla:•. tlr s.y.,.ae,. «erW egrad a �.. W+) ^+Y a npnAoA d"9a4 «:•Inas w mI I".. «h+�n:r.:..I.o.vlco- ".w:wl M•A:dYl4 V"m�vins a•�vc «y a•ra•:. wr.dno+a,l qwn wMgtxalpn pp:y,y: ivn 4a:[ Tri Day. Tks N•• ^W «r M � m. svd pro wwno•Irw rnYM a:AerlvYm d kar[ TM Days 0.C. O kBVT TN3 DBifiN. FLC SHEET OF 11 J.N. 0602 *6k-2+06 111���ai i�wll / I \` 1111111, \ 1, GRAPHIC SCALE x o ro s • • � / S (INET) I " = 20 fc BENT TREE DESIGN, PLC 120► STOWY ilDaID. SUM I, a0"TTvA 434-220-Mi►� W Z z U :5:5 LL. Q W w 0; N W c� J a V Z < z W°Z� W L -u, — �/ Qac LL W fig W .. �... Um c*4 a a W � i.J (n oC �—� Q O C Ft 94V - Ur. SCALE: 1"=20' ISSUED: 5.10.07 DRAWN BY: SEC/ERF REVISIONS: I. 7-25.07, COUNTY COMMENTS AN ri m reserved. No part of this wtv protected by dik corow (ONK ides , is a. I .. or detail.I on the» plena) —y be r produosd. dw4ed or ueliaed in any form or by any news, mach a i r or mochwAca , incbarg w PyML -wwft or by wy odrsr mens of retrisysl system wWww v+ritem permiesion from Sent Tres De@W% PLC. Thee plem may not be aseipsd w a third pasty without brrt written arrdroriadon of Mast True Dwkp% PLC A BENT TREE DESIGN, PLC SHEET J.N. 0602 ko I -LI .va OF 11 fA AiMANNUM &4WRSVW FEATWO i SPECIRCATIONS wrEMDEB Wil F r bdadig- all wag wAftd applca9ora COOBTRNCIM Ragged, dw-taw. "War-PMeo alardww hrrsltN. [M -east drarMwwl hoe meati-mtddeml, iminpimmd, jws Laws. psxftwm k Nilo a" wish ltmm- pte/r. slasol Amato PON. mom Saadarti 00 Is tWWW do* bnve (Marl plebe" KW4K *Mt wm uawr aratwuatwal arkn wraaeble. IMEh-pnrkawom minter leA leseetsn praW smperar wide rwiT ad cr•eflal. IllItcMkr wow +%malas spot died wow opkid are ala wall - dile. h4cears ant t old have ieid dtammt mir iso mnldlib y to * tMMw stat k two olein for aw k!st aedew b oaeMad edam ptarrMk All apace mkml 16ttiM td C" tifeda M Ise down orbwr9M BUTIll"L 081 UM= a ,:C"W t wap MWNN bxalw babot OdeklMaw e x pimp mody disctrvold ndhrslw from baled. Weak arm pn mkmw aatmd veld 101% Ndufy Waist Purarlda rwgul-bowl saMM YAO cw w dev. dWl- 0" sews shag awl www "medal. UL liskld. wfTALLATTD« M100111104ONON *ft mph IowHwz rl m*4 k11% $WPans rid aetwo tsar omW uta perasn IitolaNaaast IJ1ribM LIL ked sdleble ler raw Insiders M up w sone wlnleia► IL Well to OS mi c•rddlen sebw efara hes {see Optimal MOM Ce1NOW Hta Dptiakfai. OW mbd. US Falwell No. DWIAM. CernNes Parti W. IPA. cimm ASYIR NMII M1NIIr w � HIM T1pw ApWlaafw 11 B§Nb# MsMMA UoA q `\ ASW2 i 1 METAL IMLpE _ _ WNP11MlII1El taw deep Gotouan --------------- Loa I '��`1 Loa mow aM"rYa f I Ar-Ris., �- SUNNINN/ IwIM1LMld ALiW2 Lmmgh:21-IW4111.44) Dmp#a: 18-3W (41 -SN a Damage Wiped: 11 111'1!1.1!1 AN dIw imam w• tree lummnlw•.1 bort Mh W2 4Mba 1311.2RgH a dada warariu, apAe `ac. ORDERINY INFOMUTM Ctozscp Nunket EaalnplrAllwt SM 1211 SFLP1 0 - M hMMae 69ANg anowatoWe dad Ian eke year assts ad wb it on M MMrwMg FEATURES & SPECMAMNS AtMYp•M. Iola WIRD NU — Units, ww w m parboil hila ani swroLminq SMIL tw COMA== — 111116FIC. &-'OIL sbgle-Piseo artlMl M hO Mg *1W AM i0MA nmsi,irl wit thkkasow of 1.1r. pis -oast door haws had brepast rowletsal Aft t .w.— I MIMwaklaae "'obabot I *w" pisco arbdar silicons and has "o -lead alvei' and rdsowinl. UL Palms Nm AS2 AM Yew hdde 9111 SmrrwNN TItpa IL In FINMN — 3a,doTd Web a dark blamed IDW pulpadw puwmnr inn, milm �1 1NY roadway 19r w Simile tea 1121 m, wouklid xW 1111 solrmorood lyfo Ia. aaNdloiDt,d Rif Sfi`f ds T<, TbV I OF WA90%few IiW M, book bm AtiMIllwM VArr 9nwd fbMC #moomooMrl Typo N 271 4M V. We To, TiM EC Emilaricy dradl A111111111111111111Vaedd guard 49f41w lumdulp dCom Itirow' C` I _ J ^ L �, (WW nail is" ka ArsMlaGhmM c *qs , 1 Q also Indododf Slnndad bwwed cellars sf9w 2m T IV TV W awtt dood b "Mal 1011011117T Dslk Now IML) 2111 kuw•M Nmaw Mdds: Ib.a(M.N eT. 4 IH ("W ne% bw k MTW Didaraaar NII a WON sm" ft;2 t K ws mil all imisdodl' DMT Nav rd abndim w IF Two Spat to A: da.,dicf.t sen cod mm k.'Nr..:ui moan m berwoo mpar.it:di Cb EtilMmeed MRPMtIk me Medea IAt sofp rw sal lypl it I nldwoma Dblb bktk UMLMto*IW*,%1ward.#A7ngwN raelwe y CIT W*"ek Pkmettirta owmew tips" O bs li Csmter% tiA x!117 SM smper C,WA arise sort bo4ut Pbs 7M M tea Fw: TM M 1LM m Ao mdaemm a" (Yat% am Shoat #: ASM L'lllll4ek; Jse;rr; 9,sw, bt.. Mm. ri1 Villa Aw m � apt m wmsty alrllllp LPI Lr op we'ueed ua stmedrrc PE Pltoradudc tsf alarm IerrWill, ihul leamilee me, Amis 4414% budgets MM Sale IS. 16V DfpD Dark gny ffgC "a IV w MVWTp DqJ 110" 1" tame =udd lelvmord th", shwp CdA CSA ewmid DIPS Grote 1 MwbiboWwmdvMWML IID1M NOM OamNad LL4 L WV IowkrlN DW1 Out red MIFF hast 2 Nov bltodWW1dcfa W PEA NEMA wrimt4u(x PE 039, 2M 7401 W Left imp am "d 3 A64rifw[rrsdsdNMalmoitotp !CMR Supor CiMA Paw Sart { els. K m V bade Gees. to wheel _ a Ndnrft time 144 NEMA Twist- mail PE IIMYI IN &%Wki&VM194 fIM1 Sap w'm Me V lrrwkf 20L To 40090" e Ctoatok brarp fr MMM a aAla. square 7 gpNndwrwmpkb (TJ43/1.1Mtwfti1ltlial7V ASM Vs„dsl rused i a t>,rwlr dot w lVM a 4lm *L Medi 3 Mal parva LSC Sli,efirg cep 'lar PER o0wi t ripreledam#talllw (tLt1lk.Me,m,tw:aa sAnible aUwm A s- 0 4611048 a Umtoat Nat weMbaahML i now 34. In ddlfil" 1 1Mat be oldtodl we coed, proal be am blow. kil'S I lr ATdaaMofIMF1Mb91a;fWrd9lMldfwllwlra C 11 AdddamM s"bkw"rN *am lam "% as mslisawsiaadatldr rdtoskdarmti L Malliaa► Sbaalr: AM#26j./ WA - Mi ASW2 Metal Haide, High Pressure Sodium Building Mounted ASM AOM/ M2 w r Mo: Lnioner "W2 411111111111111 MIR! ma No, mined. 0.': ..611rmryr pF^.^tswlae: avJaa.tor Mmrw._I•J. Nserto'Ir� 4 L r. E !i 4 7 •. J r z� J 4&W dmulbmbeaft" Immoral Mpwmallim l MW rwldhoodaatop acla%mtmd ptdmerM,e Mttvnri "kwbwd w lI addle -i maYr awean 96' mwsrnl erwwared asr,w restos, lajka Now mend aerwn LrrimiuC laAlb ImllnlewhamrltonT 7e tat. ASW2 iOOY M4W TEST NO LTL139tii s ASM 4100M SiM1Y TEST No: LTLtaesoo mer _.r ar.•e, �.us:-(:arm« wa_.rrdre:rw ya,l.mu.! 4 al !'4 I a� F i S J L V 2 '1 m • J 2 '1 Maw W A#M balift NW, wrrrwY fw4naeltolva doss m dho i ld,#• htraawtd himp'ewldmawl plmdnamb.mbm Iwd am fi' Fe1ladll11d1m1r"m befall oma.' Rmlydte Wallow adllww wwaM,dl bef✓a #area rtoada-4w. Lmdldo C VNNN la rbab t.lwillie [balani ist#k ORDERING INFORMATION Example: AS2 2111I1i 011C IN IPA 0 !bbl Lal C Owes dee ueMMame embole: mood Les as. w1µ sew veto mw[a and -aft it 711'.bl Ctozscp Nunket A LI/TJS WWA LlAWA07Z/VO A82 JIM Mitl{MC rYn•'mt how MMrwMg FEATURES & SPECMAMNS t:meoowm-.l."Nr so fl we Vl l Meal 4 ( WIRD NU — Units, ww w m parboil hila ani swroLminq SMIL tw COMA== — 111116FIC. &-'OIL sbgle-Piseo artlMl M hO Mg *1W A►ahNtctWN Ana i N=dWeV LWM nkn nmsi,irl wit thkkasow of 1.1r. pis -oast door haws had brepast rowletsal Aft t Mo>0, - , flows leM IAf1#" yktt Uma llama is ladle gas -tow with crm- RPA Rnad pole sea of n0 pisco arbdar silicons and has "o -lead alvei' and rdsowinl. UL Palms Nm AS2 11111111.111011, CMN Paan 1M 06111 -'� -_ FINMN — 3a,doTd Web a dark blamed IDW pulpadw puwmnr inn, milm In Lh%bls Idle i2N, 24,, 4Md, We 19) Wild lrr anhitacd Colors WoNabfa. Ail MI fl11CAL PFM — Aswbvtd salt settled Nectars for superior untdan,a AidAt Mat ver, a/v4soO red control. Natldelors mach with tool -law .'aalaaam and ala relatable METAL HALF and mforckosl•able. live Id cdulf fourbutiwn awifahlo: Type 1 irdad IDOMY, 2DDW, 3204V, MOW, dkaOMY wap!, Tips IN leoprwiwrlel, TrPa N Ilalmrard Rmmtdl, Typo IV Iw:dn, irrmrd ^ 10 b 35' Malnti/l0 throw} mood Tree V (lip"lalric 24MR). ¢ ELWVWft ITUM Barest b osnataw wattage auattandarwar bol- C` I _ J ^ L �, ast standard. MN, =W died MN require#rpor CMIA Fiess Stag bdw PaoPosED - -- (seat crdwt SM fglkim). Ass bsfmtos an lnot:Rled de a lamurelea Panto S/IeldlemAsrs Way With tad -'an iWh and MM paMIM IWM" e'udmaet p;Lp. Dakota IPA: two ce"4vorrrd rad 10% Iselory lo:dsl P:ra lam% +"WI ban socket io al nddexezdrs.:11^1Nio,to a11:i ftesiaatiew ars label all to elm" lilrfm/ ti" e 32" W.11111eappar door, *Aw plead sersw sleek olid salves daaraet. til Noted. I.wglk 2M (71.0 -c) --- MWALLAIM — IstayM ass f w pok a drab wwalm lo% (apllNtdl .amilirgs Mdds: Ib.a(M.N eT. 4 IH Mai rbio. oepdc LS 111.0 crq -+- thew( — UL Lisrad I*& id" 111 KWW aailslle ler ant Wcabol" Idomp ft;2 t K ws mil all luc~ listed in lois-up tu'u,tstimn - wMTMmifew A: da.,dicf.t sen cod mm k.'Nr..:ui moan m berwoo mpar.it:di ORDERING INFORMATION Example: AS2 2111I1i 011C IN IPA 0 !bbl Lal C Owes dee ueMMame embole: mood Les as. w1µ sew veto mw[a and -aft it 711'.bl 1 Mailtm "Warc.d,a;Ml AN l -IM 2 rAW* wan w ama•ifbiigr'n CawM J Orrerel mist% mow etrzr ISM M 1K 2T7VI r12A 211.1174 M Coseao�. 4 fr+eaeto/ im teas mow e• setab�L armow Id c'saw kcrdsr om4 ihiapv agwaW s filter ba todercd U or w:amy 7 Adit&-d rrtbwM,rit r7so erste, w wwlriir Aa *A,, fW wean 1„brawdme. Ombi* r AS2 Metal Halide Area Lighting AO'JUkf Ik1YLxrlllf/' 91Db Ila% orals (staeisro) MR Wills Dal 9dec< Liattn�reldrl DLTPe Don bray DIPJ L'11d 9111% 91111 f Rleci DVIMGY#..Vb DMw Dirk Vetere D#PE Drosn Deb Dark rod DNFN Red DaPF Nuel Aawnwim Zones �r•liq �p Dr,rmse.wrraleaWea,%ow •stowamadMbmewIIP%dpridn k edit• m! feLxcf I r .D. to Two*IW Twof+M_• Thrssr'WThreeiwl FDurNW 2-W Atl A -M 1b1 mea "n&M we rill 2-741' At &IIII1 AITM,MI ASTW= AP31-M AtTiR-7M =W4M 4 Alan= AVO -M ASTi,aw ASTS6•= Afi3&= ANTI& M coomm d 1lwimdm kwftl FMseaNM ASL2 4bfM veli TFST NA 1 T_' 0M 92dMM M3 Tr$T k0. `, T:. ~ N41SEE arsY R is,+c .Ma a m Yud w, le' Yafgga rYn•'mt how MMrwMg agates t:meoowm-.l."Nr so fl we Vl l Meal 4 ( AN> tw IPA Severs Palo rimmulfnl tido gbiitlftttilt>cdrd Aft t AW RPA Rnad pole sea of n0 rM Sins o fuse 1119.171, 117, add Ta) --- /a 2M11 2118 NRA Well beaekar lip or kia-0 In Lh%bls Idle i2N, 24,, 4Md, We 19) �11 Ail MI VI AidAt Mat ver, a/v4soO PEb NEMA firlw Net r•catpt"le •ray t An gbM1 SQ Raw Udcdntive axa'lM sift too phaoeeoRkell — — 3 Tube to eu'rtot:1E111A mcl NEMA «mrdares ones) saliked bberrxmy cGmbl w. Mt mellarG pole dna Cf F,,hdncan ramition residence PaoPosED - -- Nsird ollrft W qdt w meow,% ted .kcal MN as of dftlaidis TMs PSAI N naewative Wa'1M dill% Db# Dara reset" seism 12MV --- --1 io al nddexezdrs.:11^1Nio,to a11:i ftesiaatiew ars label all to elm" lilrfm/ ti" e 32" efftal � _ (yaa..rw s..mw (labial Poll Glole emadsrna la" nw itirrodl 491 ad are •dept. b %Mie. Tlawrmeto pomp erml/11 bCAf1 Daww'M curved ern N# Fir:dcsidn clic d I.SM, RILL BMW) wMTMmifew "were pelt fey EC Fnla%olacy e'rewit up" IAt sofp rw sal lypl it I OCAM Doeurafm cul•od wnl, rased pole ordit'' TP Td wpwprdaF UMLMto*IW*,%1ward.#A7ngwN raelwe y Ar1�SAEadl andsGarrlr)any owmew tips" O bs li Csmter% tiA x!117 SM smper C,WA arise sort bo4ut Pbs 7M M tea Fw: TM M 1LM m Ao mdaemm Ib1 Sagala+"d 1rW III Shoat #: ASM L'lllll4ek; Jse;rr; 9,sw, bt.. Mm. ri1 Villa Aw m � apt m wmsty alrllllp LPI Lr op we'ueed ua stmedrrc ddtrmm edrit IerrWill, ihul leamilee me, Amis 4414% LAt LJlaa harp ffgC "a IV psua',, a 1s straddled ween irewru 1 , =udd lelvmord th", shwp 1 Fidom. Sof wand bmlow $Wada[ AtaAG1MIY cutoff Easm,mla: SMZHCS la 03a PEA NEMA wrimt4u(x PE 039, 2M 7401 am SageltolNd "a IV M NLMA pals 'oak PL px7V1 wield. 'sward Lhraw _ Merkle I m M danaa o 144 NEMA Twist- mail PE IIMYI fIM1 Sap w'm Me V lrrwkf 20L To 40090" PEI NEMA rale-ock PE WM square Mwamf 7xMdclydcs ASM Vs„dsl rused i Medi 3 Mal parva LSC Sli,efirg cep 'lar PER o0wi aUwm A s- 0 4611048 i now 34. In ddlfil" 1 . kil'S I ;rsand P" amyl 1 Mailtm "Warc.d,a;Ml AN l -IM 2 rAW* wan w ama•ifbiigr'n CawM J Orrerel mist% mow etrzr ISM M 1K 2T7VI r12A 211.1174 M Coseao�. 4 fr+eaeto/ im teas mow e• setab�L armow Id c'saw kcrdsr om4 ihiapv agwaW s filter ba todercd U or w:amy 7 Adit&-d rrtbwM,rit r7so erste, w wwlriir Aa *A,, fW wean 1„brawdme. Ombi* r AS2 Metal Halide Area Lighting AO'JUkf Ik1YLxrlllf/' 91Db Ila% orals (staeisro) MR Wills Dal 9dec< Liattn�reldrl DLTPe Don bray DIPJ L'11d 9111% 91111 f Rleci DVIMGY#..Vb DMw Dirk Vetere D#PE Drosn Deb Dark rod DNFN Red DaPF Nuel Aawnwim Zones �r•liq �p Dr,rmse.wrraleaWea,%ow •stowamadMbmewIIP%dpridn k edit• m! feLxcf I r .D. to Two*IW Twof+M_• Thrssr'WThreeiwl FDurNW 2-W Atl A -M 1b1 mea "n&M we rill 2-741' At &IIII1 AITM,MI ASTW= AP31-M AtTiR-7M =W4M 4 Alan= AVO -M ASTi,aw ASTS6•= Afi3&= ANTI& M coomm d 1lwimdm kwftl FMseaNM ASL2 4bfM veli TFST NA 1 T_' 0M 92dMM M3 Tr$T k0. `, T:. ~ N41SEE arsY R is,+c .Ma a m Yud w, le' ►ver dYmmaa-•a, w, a�lrr.m.x X. rYn•'mt how —AN"how cant emc 100 m taarLldi%AM t:meoowm-.l."Nr so fl we Vl l Meal 4 ( 11 0011*41V :boo k Moet by •M ca.rrr6m, Mrtr; ar�� t ver - Ila 11111.11111111,111111111111,11111111111, --- oilI��. Il:. . 1.1 t �11 1 pkyMlnrlc datq * itlw empkbuvex '- be arx*sw i, }aMe"lr.'rimmom e 3T':. _ In Y�1 t I Fa rimmkd rtwoctnielu cnimah w oral dam :a,. oaf.. •, Au a 7 :1 4 i ♦ r 1 . a e rr,'ae arrT, w'•d }).;ry, a'1.N YN'. "Y•"' m:[',a: IArw'r Fu*wik ,kms dents ma d: meq. °mmmande tie eves M b rrorbw hokf sen t11 gaol, t7mAxalelrSl`fA L WMmam. ra! C,Jeq (can' 20" TIB.1. f,Men, rJ GA" AU 4" Qi11NY ILEF NO' LTL1Ct01 NPM bRS6 7ESI NO: LIL1tr02 a 4� 21 4 a� my G 2 r i C U 1 2 11 d 4 SbaM k A= -M AL -130 240M SINI C t tS i NO: L7 _t01CC 41 Jr i I� I .W e 4 fw1m1: p•W.1 � Y Nmd� e,llgtir w Rrlmel,a leltb. C1"brlaq' U'o ama'M ; I.,1• M, Vrf Mr4 Ht 1: J -Y arsY R is,+c .Ma a m Yud w, le' ►ver dYmmaa-•a, w, a�lrr.m.x X. rYn•'mt how —AN"how cant emc 100 m taarLldi%AM t:meoowm-.l."Nr so fl we Vl l Meal 4 ( SbaM k A= -M AL -130 240M SINI C t tS i NO: L7 _t01CC 41 Jr i I� I .W e 4 fw1m1: p•W.1 � Y Nmd� e,llgtir w Rrlmel,a leltb. C1"brlaq' U'o ama'M ; I.,1• M, Vrf Mr4 Ht 1: J -Y l J B-5 nB 6 B-7 n .I mom"" Nwo arremtlea Paalw L•e"y�li. lrlla�-a•��f ®r�1..�.�'�'� 11 0011*41V :boo k Moet by •M ca.rrr6m, Mrtr; ar�� t ver - Ila 11111.11111111,111111111111,11111111111, --- NCihal: Il:. . 1.1 t �11 1 pkyMlnrlc datq * itlw empkbuvex '- be arx*sw i, }aMe"lr.'rimmom e 3T':. _ In Y�1 t I Fa rimmkd rtwoctnielu cnimah w oral dam :a,. oaf.. •, Au 510—---- I — — 3 Tube to eu'rtot:1E111A mcl NEMA «mrdares ones) saliked bberrxmy cGmbl w. I - — -- PaoPosED - -- Nsird ollrft W qdt w meow,% ted .kcal MN as of dftlaidis -- i — — --- --1 io al nddexezdrs.:11^1Nio,to a11:i ftesiaatiew ars label all to elm" lilrfm/ ti" e 32" efftal � _ (yaa..rw s..mw 491 ad are •dept. b %Mie. Tlawrmeto pomp erml/11 LLa1Meadow I� Llliyl0/V/.4 L✓d>GH1i/VG" �rAMANWA &OWMW up" I 500— UMLMto*IW*,%1ward.#A7ngwN Ar1�SAEadl andsGarrlr)any owmew tips" O bs li Csmter% tiA x!117 :bat#:I1fRri1 M,S Wald Atasy 14xN mei% I•e •# Pbs 7M M tea Fw: TM M 1LM m Ao mdaemm Shoat #: ASM L'lllll4ek; Jse;rr; 9,sw, bt.. Mm. ri1 ,146Tq WOmf f 1eV1 tet Fns lig M9 tie ,mAawlsaersem l J B-5 nB 6 B-7 n NIi 51 5o 494 471 STORM DRAIN LINE B PROFILE V= I"= 10'H= 1"=50' aPROV1DE VDOT STD. 15-1 INVERT SWIPING AT EACH STRLCTURE WHERE FLOW DROPS EXCEED FOUR FEET. � o 0 .I L•e"y�li. lrlla�-a•��f ®r�1..�.�'�'� 11 1� 1 ar�� t 11111.11111111,111111111111,11111111111, --- t t t �11 I t Y�1 t 111111111111,1111111, 111m1t11��11rr111��, 510—---- I — — � I - — -- PaoPosED - -- i -- i — — --- --1 I 11 491 i i 01.0% MILWC I 500— 111111.111.11111.11111.1111.11111. 14 MiJMormLMCZMF?7 .1111111111.1��11ww1rr1��,1r1�111.11��11.��1/1111. , 1 a 11111.11111�11j1�■ 1/11�1.1w1.r11�111�111�1 _ 490 i i C I ! jy O u - 7( � . R in N -- ---- T - � - i —4 NIi 51 5o 494 471 STORM DRAIN LINE B PROFILE V= I"= 10'H= 1"=50' aPROV1DE VDOT STD. 15-1 INVERT SWIPING AT EACH STRLCTURE WHERE FLOW DROPS EXCEED FOUR FEET. � o 0 STORM DRAIN LINE C PROFILE V= I"= IO'H= 1"=50' 'PROVIDE VDOT M. IS -I INVERT SHAPING AT EACH STRUCTURE WHERE FLOW DROPS D(CEED FOUR FEET. 1T L•e"y�li. lrlla�-a•��f ®r�1..�.�'�'� 11 1� 1 ar�� t 11111.11111111,111111111111,11111111111, --- r - +I I �11 I Ir— Y�1 � i 111111111111,1111111, 111m1t11��11rr111��, 1r1111^^111�111,111111��11+1,�11�111+1111�111w1 I � 4� � — I i ll— — --- --1 I i /4, 8A;l 491 i t I 111111.111.11111.11111.1111.11111. 14 MiJMormLMCZMF?7 .1111111111.1��11ww1rr1��,1r1�111.11��11.��1/1111. , 1 a STORM DRAIN LINE C PROFILE V= I"= IO'H= 1"=50' 'PROVIDE VDOT M. IS -I INVERT SHAPING AT EACH STRUCTURE WHERE FLOW DROPS D(CEED FOUR FEET. 1T BENT TREE DESIGN, PLC -LANDSCAPE ARCFNi MME. ENGINE611111Ki FUW*04G- 1201 STONEY NDGE RD. RM 1. t74A11<ATTESYN" VA 434-2242551 V) WUM Z U 911w� Q g wUJ Z � 0 CL -J Z �JImmam < _TO W0Z� W — J LU to to N U m NW W Iff...l cn O J Q CLder0. SCALE: AS NOTED ISSUED: 5.10.07 DRAWN BY: SEC/ERF REVISIONS: 1. 7-2S-07, COUNTY COMMENTS AN riblats reserved. No pat of the maarrhl prompted by dais O*rrk (Plats• idm dedpad, fie - I, or detaik eapresmd an doom pkm) may be req oduc ed, awl fad or ted i in any form or by w%y Mabe,, Blow ca or madm rial, imdu& f P1wwoopybe` sarraitl` - by any odea moms of retrieval pyrmm WHhorrt tat Moat per nission from bait Tree Desip% PLC. These plarts ooh' not be assOmed w a thud pony wMictu t farst writmn awhor(ation of bent Tree Deti p% PLC. O UNT TREE DESIGN, PLC SHEET �ol•t�•ab J.N. 0602 OF I I L•e"y�li. lrlla�-a•��f ®r�1..�.�'�'� 11 ar�� r-�©�� 11111.11111111,111111111111,11111111111, 111111111111111111, 11111��111�1��11�1 Y�1 111111111111,1111111, 111m1t11��11rr111��, 1r1111^^111�111,111111��11+1,�11�111+1111�111w1 � 11111111111.11111.1111111111.11111■ 111111.111.11111.11111.1111.11111. MiJMormLMCZMF?7 .1111111111.1��11ww1rr1��,1r1�111.11��11.��1/1111. 11111.11111�11j1�■ 1/11�1.1w1.r11�111�111�1 _ BENT TREE DESIGN, PLC -LANDSCAPE ARCFNi MME. ENGINE611111Ki FUW*04G- 1201 STONEY NDGE RD. RM 1. t74A11<ATTESYN" VA 434-2242551 V) WUM Z U 911w� Q g wUJ Z � 0 CL -J Z �JImmam < _TO W0Z� W — J LU to to N U m NW W Iff...l cn O J Q CLder0. SCALE: AS NOTED ISSUED: 5.10.07 DRAWN BY: SEC/ERF REVISIONS: 1. 7-2S-07, COUNTY COMMENTS AN riblats reserved. No pat of the maarrhl prompted by dais O*rrk (Plats• idm dedpad, fie - I, or detaik eapresmd an doom pkm) may be req oduc ed, awl fad or ted i in any form or by w%y Mabe,, Blow ca or madm rial, imdu& f P1wwoopybe` sarraitl` - by any odea moms of retrieval pyrmm WHhorrt tat Moat per nission from bait Tree Desip% PLC. These plarts ooh' not be assOmed w a thud pony wMictu t farst writmn awhor(ation of bent Tree Deti p% PLC. O UNT TREE DESIGN, PLC SHEET �ol•t�•ab J.N. 0602 OF I I r GRAPHIC SCALE m • a m n (INS) I bKh = 20 fc THIS SHEET FOR EROSION AND SEDIMENT CONTROL PURPOSES ONLY NOTE: 1. ALL SLOPES GREATER THAN 3:1 TO BE PLANTED WITH LOW MAINTENANCE (NOT GRASS) GROUND COVER: PER LANDSCAPE PLAN, PERMANENT 4 , GROUND COVER TO CONSIST OF Junoem conterta 'Blue PaW (BLUE PACIFIC SHORE JUNIPER), 12-15" HT., 3.5' O.C. BENT TREE DESIGN, PLC -�AHnsc�rE Aiea�rri=cn� r, nAl�r�c- 1201 STONEY RDGE ND. 9SM 1, G~Tn3Wu& YA 434-2242551 V) LOU Z Z U um 0.0 LL < W 02 z Fa z — O V V�J� Z Qz W u W L W � U. _ ce „ o N u <ces W z -J (A O tJ Q = O CL R W SCALE: 1 "=20t ISSUED: 5.10.07 DRAWN BY: SEC/ERF REVISIONS: I. 7-25-07, COUNTY COMMENTS AN r V a nnwred. No pert of due nresriel pros — by dds mPiR LAM fleet, desIS sectkm a dmu& ww mW an dna pk-) -' be rWo&x*4 dw"d or WM=d in any form or by any namm demonic or wAdm iuf, indu ft Owwoopyfnl, --aft ar by any oder feena of rew*m aysem wW-A wrkm penrliaton *ore Ient Tree Do@*& PLG These Pict fey not be aaaiared to a d" perq widww Pint writaen m4wi ation of ka Tree Destro% PLC. O IEW TM DESIGN, pLC �etjv �A - 1. SET THE STAKES. 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO TRENCH. 2. EXCAVATE A 4W TRENCH UPSLOPE ALONG THE LINE OF STAKES. 4. BACK FILL AND COMPACT THE EXCAVATED SOIL "44,kq. R#w - y POINTS A SHOULD BE HIGHER THAN POINTS B DRAINAGE WAY INSTALLATION SILT FENCE WITHOUT WIRE SUPPORT DETAIL VICINITY MAP 1"= 2000' DRAINAGE SWALE DIRECTS FLOW TO SEDIMENT BASIN - EXISTING GROUND FILTER CLOTH 3" BM -2 ASPHALT TOP COURSE PAVEMENT 6" 21 A AGGREGATE BASE 79 MIN. B ASPHALT PAVED • 12' ANN. WASH RACK A L * MUST EXTEND FULL to POSITIVE DRAINAGE TO WIDTH OF INGRESS SEDIMENT TRAPPING AND EGRESS OPERATION DEVICE PLAN VIEW 17 MIN. 2.0% EX. CURB OR EDGE OF PAVEMENT A SECTION B$ NOTE: A MINIMUM WATER TAP OF I" MUST BE INSTALLED WITH A MINIMUM I" BALLCOCK SHUTOFF VALVE SUPPLYING A WASH HOSE WITH A DWMETER OF I.S" FOR ADEQUATE CONSTANT PRESSURE. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO AN APPROVED SETTLING AREA TO REMOVE SEDIMENT. ALL SEDIMENT SHALL BE PREVENTED PROM ENTERING STORM DRAINS, DITCHES OR WATERCOURSES. PAVED CONSTRUCTION ENTRANCE N.T.S. � I I / PLAN AND SECTION 4.5' MIN TEMPORARY DIVERSION DIKE SECTION RUNOFF WATER WITH SEDIMENT Ir MIN. i ENTRANCE E. & S. STD. & SPEC. NO. 3.02 FILTERED WATER SPECIFIC APPLICATION N.T.S. * (12" NMN. DEPTH) THIS THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED BUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. * GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE GRAVEL AND WIRE MESH DROP INLET SEDIMENT FILTER N.T.S. � I I l SECTION g > g CE TEMPORARY PAVED CONSTRUCTION ENTRANCE E. & S. STD. & SPEC. NO. 3.02 - X X O SILT FENCE E. & S. STD. & SPEC. NO. 3.05 STORM DRAIN INLET PROTECTION IP E. & S. STD. & SPEC. NO. 3.07 DIVERSION DIKE DD E. & S. STD. & SPEC. NO. 3.09 TEMPORARY SEDIMENT TRAP ST E. & S. STD. & SPEC. NO. 3.13 TOP SOILING TO E. & S. STD. & SPEC. NO. 3.30 TS TS TEMPORARY SEEDING E. & S. STD. & SPEC. NO. 3.31 PS PERMANENT SEEDING pS E. & S. STD. & SPEC. NO. 3.32 MU MU MULCHING E. & S. STD. & SPEC. NO. 3.35 �.p O TREE PROTECTION E. & S. STD. & SPEC. NO. 3.38 DUST CONTROL O E. & S. STD. & SPEC. NO. 3.39 N.T.S. LIST 3: 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 PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR 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. 3. 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 INSTALLATION OF ANY ADDITIONAL 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 DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVES FILTERING 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 DEVICE SHALL BE MADE IMMEDIATELY. 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 MIER 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 IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIbIITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAN MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE O SLIDES, SINKING OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER 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 SMALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST OF 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/I OOOSF, 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 I80LBS/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 80LBS/100SF. 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 IMMEDIATELY. 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 DYKES WHICH ARE COLLETING SEDIMENT TO HALF TIM R HEIGHT MUST BE CLEANED AND REPAIRED M001EDIATELY. 20. ALL TEMPORARY EROSION AND SED04E TT 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. THIS SHEET FOR EROSION AND SEDIMENT CONTROL PURPOSES ONLY BENT TREE DESIGN, PLC -aAl1D5�iYE MCFNTEC7lN1E, ENG�1EFJtl1K; i� HAM�IG- ►201 ST�y R� fid. � ,. �„>.� ►�, 4s�-uaus► _J Q W W Z o u Z LL 0a. g LL g W J Z O 0� � ce .J Z ZQ O D U W u Z W W J ce to � Z a W W • * UN Qo W w J (n r Z d. O O 0�W SCALE: AS NOTED ISSUED: 5.10.07 DRAWN BY: SEC/ERF REVISIONS: I. 7-25-07, COUNTY COMMENTS AM rOm rrserred. No part of the mawW prnmcmd by dib aopy & (plans, ides eeis seed . or dentis expressed on them Pbw) mey be repro w@4 dwwd or u & - in any form or Many nwau, aWcaoek or nwdi *&L indud ft plroe000rA% sa a ft or by mW odw nnm of retrieval sysm wldrow wrkmn pernikolon iron ba Tree Dasfrt PLC. These plan may not be aesipred so a drdpaq withaK fire wrkmn audwriation of Bent Tree E= PLC. O BENT TREE DESIGN, PLC SHEET I1 • J.N. 0602 OF 11