Loading...
HomeMy WebLinkAboutSDP201100037 Letter of Revision 2021-12-07 (2)m CIVIL PLAN ABBREVIATIONS NOTE. ABBRENARONS MAY OR MAY NOT ARBRENATED WIN (A) PERIOD(S) APPROX APPROXIMATE ARCH ARCHIIECTUR(EXAL) Bc BOTTOM OF CURB Boo BUILDING BM BENCHMARK SOT BOTTOM B/W BERSEEN CATV CABLE TV Ml CUBIC FEET PER SECOND CAP CORRUGATED METAL PIPE CO CLEANOUT CONC CONCRETE CID CONCRETE THRUST BLOCK DEMO DEMOLISH, DEMOUMKN DI DROP INLET DIP DUCIILE IRON PIPE DIAM DIAMETER DIM DIMENSION DS 00NNSPOUr DM BRAKING E EAST(ING) ELEC ELECTRIG(AL) ELCV, EL ELEVATION EP EDGE OF PAVEMENT EOIKP EWIPA£NT EX. EXIST EXISRNG FC FACE OF CURB IF FINISHED FLOOR ELEVATION FED FIELD ELEVATION FM FORCE MAIN FTC FWRNO C GAS GALV GALVANIZED GCGENERAL CONTRACTOR GEN GENERAL GPM GALLONS PER MINUT£ GV GAIE VA44£ HP HIGH POINT IN WCN INTO WFQPMA RON INV INVERT J8 wNOAON BOX JT DINT LF, LF. UWAR FOOT MAX MAXIMUM MECN MECHANICAL Mm MAWFACTURER MH MANHOLE MIN MINIMUM M6C : MISCELLANEOUS MR METAL N NORTH(ING) NA, N/A NOT APPLICABLE NIC NLC. NOT IN CWIRACT NO NUMBER NS NO SCALE OC ON CENTER W OUTSIDE DIAMETER ON OVERHEAD PC PRECAST PEW PERFORAI£(D) KRIM PERIMETER PL PRON£RTY UNE PLUMB PLIMNBING PROI PROJECT PREFAB PREFABRTCA T£(D) PVMT PAVEMENT Dry QUANTITY BAD RADIUS RD ROOTDBAIN REF REFERENCE RENF R£INFORCE(D)(IRG) REQ. NEW REWIRED Rd RESIRAIN£D ✓ANTS ROW, " RIGHT OF WAY S SOUTH SAN SANITARY SO MONT DISTANCE 5HT SHEET SPEC SPECIFICA BON SPRH SPRINKLER HEAD Sr STREET STA STATION SID STANDARD SR STEEL S/W SIDEWALK TB TOP ON BERM/ BANK IBC TOP BACK OF CURB TO TOP OF CURB IEL TELEPHONE IN TRAILER Tw TOP ON WALL rYP TYPICAL UG UNDERGROUND w NEST W/ WIN WA WATER LINE W/0 NTHOUT I CIVIL LINE & SYMBOL LEGEND GENERA — — — — — — EXISTING CURB CURB EXISTING CURB & GUTTER CURB & GURER DRY CURB & WTIER v EXISTING DRY CURB & GUTTER mvvw� EMSRNG TREE AREA PERIMETER EXISBNG LANDSCAPE AREA PERIMETER LANDSCAPE CLEARING LIMITS (YY'Y'Yl"Y1 TREE CLEARING LIMITS EXISDNO TREE EXISTING SHRUB - — -1C0— — EXI5RNG CONTOUR CONTOUR O BOLLARD SIGN — SPOT ELEVATION BENGH MARK �STM — EXISTING SRNIM SEWER STORM SEK£R ` Gl ORNNAG£ MANHOLE ' nI -�I ® DRAINAGE INLET EI E8ISTING DRAINAGE SIRUCTURE NUMBER QDRAINAGE STRWIURE NUMBER d DRAINAGE END SECRGN I CO CLEAN OUT UTILI —55— EXISTING SANITARY SEVER - I SS— SANITARY SEVER 760580 EXISTING SANITARY MANHOLE NUMBER E3 W1S25 / COORDWA IF LWA TON 260580 SANITARY MANHOLE NUMBER J 9JJS25 e/ COORDINATE LOCATION © SANITARY SEWER MANHOLE CLEAN BUT — W W WATERLINE EXISBNG WATERUNE ® WATER VALVE WATER MENIR ® EXISRNG WATER METER — —W— EXISINNG FIRE HYDRANT 1 COMPLETE ME HYDRANT (INCLUDES ALL NECESSARY VALVES BENDS AND PIPING) WATERLINE REDUCER N WATERUNE PLUG ,L, WATERLINE FITTINGS y LIGHT PO'£ TQa POWER POLE J WY HIRE — — — OHE— — — EXISTMG OVERHEAD ELECTRIC UNE —ONE— OVERHEAD ELECTRIC LINE — — —UGE — — — EXISTING UNDERGROUND ELECTRIC LINE —UGE— UNDERGROUND ELECTRIC UNE — — — OHT— — — EXISTING OVERHEAD TELEPHONE UNE —OHT OVERHEAD TELEPHONE UNE — — — UGT — — — EXISTING UNDERGROUND TELEPHONE LINE UGT— UNDERGROUND TELEPHONE LINE 0 TELEPHONE PEDESTAL --FO--FO— ENSRNO FIBER OPTIC UNE — —G— — G— EXISDNG GAS LINE G G GAS UNE w �p4Q CAS VALVE W CAS METER JACK JOUETT DISTRICT RICT ALBEMARLE COUNTY, VIRGINIA MINOR SITE PLAN AMENDMENT (SDP 200700121) J Ia' rrY '' "A r +` k CopNi06f ADC F a Mop People MAP1OJBJ858 VICINITY SCALE I:IDW 05/20/2011 REVISION No. 1: 8/1/11 REVISION No. 2: 8/29/11 REVISION No. 3: 9/15/11 REVISION No. 4: 9/20/11 [SUM 0110.4 ALBEMARLE COUNTY PUBLIC SCHOOLS 401 McINTIRE ROAD CHARLOTTESVILLE, VA 22902 CONTACT: MS. ROSALYN SCHMITT PHONE: 434-975-9340 FACSIMILE:434-975-9341 ARCHITECTURE RANCORN WILDMAN ARCHITECTS, PLC 601 THIMBLE SHOALS BLVD., SUITE 210 NEWPORT NEWS, VA 23606 CONTACT: MR. JACK CLARK PHONE: (757) 873-6606 FACSIMILE:(757) 873-0730 SITE DEVELOPMENT RANCORN WI L D M AN Architects PLC PHASE II CIVIL DRAWING INDEX TITLE DRAWING COMN N0. 11-013 COVER SHEET CO.0 DAIS 8-2 -Wll OVERALL PLAN AND ADD ALTERNATES CO.1 MAN BY ND/GR EXISTING CONDITIONS PLAN C1.0 .. _. _... EROSION & SEDIMENT CONTROL SEQUENCE I EROSION & SEDIMENT CONTROL & DEMOLITION PLAN C2.0 SEQUENCE lI EROSION & SEDIMENT CONTROL PLAN C2.1 EROSION & SEDIMENT CONTROL NOTES & DETAILS C2.2 SITE LAYOUT & UTILITY SITE LAYOUT & UTILITY PLAN C3.0 SITE LAYOUT NOTES & DETAILS C3,1 SITE LAYOUT NOTES & DETAILS C3.2 GRADING & DRAINAGE GRADING & DRAINAGE PLAN C4.0 DRAINAGE AREA MAP C4.1 STORMWATER CODE COMPLIANCE PLAN C4.2 GRADING & DRAINAGE STORM & WATERLINE PROFILES C5.0 LANDSCAPE MIN. COUNTY LANDSCAPE REQ & OVERALL PLAN LS.O COURTYARD HARDSCAPE PLAN L2.0 COURTYARD LAYOUT PLAN L2.1 COURTYARD HARDSCAPE NOTES & DETAILS L2.2 COURTYARD LANDSCAPE NOTES & DETAILS L2.3 COURTYARD LANDSCAPE NOTES & DETAILS L2.4 COURTYARD LANDSCAPE PLAN L3.0 LANDSCAPE NOTES & DETAILS 1-3.1 5'r R,wrliRAL FOUNDATION, FRAMING PLANS &SECTIONS Sl TIMMONS GROUP 919 2ND STREET SE CHARLOTTESVILLE, VA 22902 CONTACT: SAM SAUNDERS, PE PHONE: (434) 295-5624 FACSIMILE: (434) 295-8317 ELECTRICAL LIGHTING PLAN E5.01 LIGHTING DETAIS E5.02 TOTAL DRAWINGS = 24 APPROVALS ALBEMARLE COUNTY DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT DEPARTMENT OF ENGINEERING DEPARTMENT OF ZONING DEPARTMENT OF INSPECTIONS — FIRE OFFICIAL ,. ALBEMARLE CO. SERVICE AUTHORTY VIRGINIA DEPARTMENT OF HEALTH VIRGINIA DEPARTMENT OF TRANSPORTATION IJJk M1.To� AY-le�orte.m� 9 Nmival TYGe Revlev da Appmve0by NIB Commun'fy Dsvebpment DepaNnent Data 9•?t�•11 11" 8CP 2An m'J9i QDD/O 5ign3hRC — -- Tax Map #: 060 & 061 Parcel #: 60-78A 601 RNERE HAMS BUD MR 210 NEPMT TENS VA 2Bimnn T5T.WD.66W TIMMONS GROUP AU) J 0 ®TZ L/� /ryI) Vl CO �J c^: cc z W� LLI z J (15O LLI in W cr CJ Occ W :� Q //crT -0m (D <Q COVER SHEET f Como MEET OF COPMMT RTRCORN MUM ARCKUCCTS PLC ® MPYR W RAHCOM WLDgM MpMUTS PLC PROPERTY MAP W ME - R A N C 0 R NOL /_ / •. �,_ _ / / /,/ \ice i\`�Gr _F I�-1 WILOM AN Architects /LU BENCHMARK A" / EL=556.95' I / \1\�� I REMOVE CRAKL //�/^_.G_ U 1/ �:I wmu+mraY.a waa.sa"um.o-a.c TOPSOIL A N �00 a /r T T n/ Q / L n«.upwe--L2llJ un.e L4 1 RECRAOE AND OD LLL / / " L3 L5 nemra ma ra ' CMRI N0. II -GI] OAT 8-29-2011 !GRAPHIC SCALE OWNNrA +� � a� Leg L52 L7,� WAN BY W/M INSET "A" W mm,a ( IN FEET) \ J I Inch - 0U 1L I EXISTING 12' INK BACKS00 TOP L51 // two, Lso-' �' Las L47 L45 L46 El t5eoee9 <®® W 1 IX vs \ / s . 44 L43 Off,. L41 x PrL40 as LINE TABLE LINE LENGTH I BEARING LINE I LENGTH I SURING u I9)Sx0 x09'..0 L2i "Mol N46w6'36v Le L29 IDl.]2 S30'II'29"J L3 HIA9 W@ SW29'C L3D 5)ASO I'll,'I N L9 I.4T SIO'09'29'V Co ..I N52'9936'V N83.30'N•E 52215 NN']4 Lb H2A0 SW'ZB'2G'N Co Co 30].le EV. S2SY+'2+M L) 39mT S12'I1'z4'1 L30 303G3 S2e'+Twv L. Sll'31'2.'V SIIHz I L 5 N69V1'36'V s9a9 136 +7a9+ 47t14 xn•33'3s•V In n 50A0 I9v S,',,v, LS) 21).SS N2S2]'2i'E L11 S26'OY34'E L38 NW'31'29'E L12 o6le S31'2)')�'•'E L39 e. 159R0 N30.OB'36"J 11.]2 n00 S30'33'25'E UP )0.6] NO2V929'E ue �o9aB szeos'3a'E ul IcaaB Nesaa6•v I's 100.00 S6'10')iE L+ N33.90'36'V LI6 1W.90 S23'v_2)6'E L+] ;i00 G19 N20.19'36"! LI 100.W S24-29'26'E L9+ 11. W2V22ME LIB 1S2S) C3'35'36'E L+9 WU0 N7445'z9'E U91 We" S2S16'36"E L96 Ie2.52 N36'30'e92 LW ..I SRTIV -vim E 1 L97 WPw Naelee 6N "I 267% S30'1114•1 1 4B 6 ]a Im•26a6v L22 Waw S29'Ie2J•V L99 SPED Ne I. M']6'V I23 W6w iZi'S6'21•V L50 f666 V4196'V Lz+ maw n9'rsz.•v L9I 9vaz rxeze'a•E Izs 18nw s16•ssz9v L52 Is9A1 sefiz9'36z I26 IY3J5 S12 V3'B1'V LS] rYJ']3'2+2 L8 _J \am.c WI 1HMBIE 5110AI5 &W Ls f L10 ' m %HE 210 L L12 NEBP(RT xEO VA L13 L14 236061595 LI5 L16 757.8716606 �aL17 LI8 - Of, P/gyp L19 _ ..0 �o},gai"PH L20 121 ¢w rwK rva v �" / / / «✓nonw-Oxm umueerw[mavtW[w su 1 � ..ey n�'B:t°' / / / a L38 M PLAYLz NCW9lie, - _ ° mum✓ - 8 3- ANAL _____________� .\\rt�¢ - L33 -� L32 L2_' \ / L2 8f ��/ r/ J/'J///---------, KN �C \ L265 r1.36 L31 a6L0l i \_ L35 LS w.c L30 L27 ' ~� al�r TIMMONS GROUP °I° as / / j / 9 ♦\ �(�-\�--`-`---a,�~�i1- __-� J - --------- ------�rs�m, s.r.K zone a arna u�eEr=L _ WNEEL/STOP (ADD Al TL, yy � °I r (^ \ \> \ `xx \} � PAVED PtA ATPI i \ \\ // `/\` \\ ( \ `v Q"ANAD'Ifif gi Cr \ 'in m Ve'r.�r1 \" t. J I\ \ \�F zx s"'••� 1 \�� I F£FSD.Ba I 1 I v v Br � A v ti I I I I I I �m11 Ix 7- PROJECT NOTES PHASE l & ll (FOR COUNTY USE J U) '� /IN- �( ,0y-� \3.\ \ \\\` C yy g rr Ir rf'�J • t r� -' _ - - _ = NAME OF DEVELOPMENT AND PROJECT' 0*\ \\� 9 S GREER ELEMENTARY SCHOOL AODIRONS Of \ F ,� ` r4amp \\ k: \ \ �- / Y \�C L1HAs '�; - o III - _ _� - LOCA TOM OF PRw£CT- - _ -f NARY CART GREER ELEMENTARY SCHOOL 190 LAMBS CANE \ , Jy �i F �r ' .), -i7 w • a r r r / CHARLOTTESNLLE VA 22901-6979 T' M M. ®QKiW v �` '�-• I� ; 113E r / _ l / MAGISTERIAL DISTRICT.' JACK JOUETT y/ , T// pp p / / I I }` Y EMOVE t 11I 6A(D EREPLACE / - WATERSHED INFORMATION p jTi y CONGREiE TOTAL SITE AREA: 500i AC (APPROX 5.01 AC TO BE DISTURBED THIS PARCEL IS INR11N RlE WATER SUPPLY AREA AND CONTAINS AN V ," \� t I` 1 I lrp([ / INAERAUTTENT STREAM THE SITE IMPROVEMENTS MOLL NOT DISNRB MIS BUFFER. I / I `I �(ADOP I 7� N / / FOR TI11S PROJECT V/ o �\ I (ADD ALT 2) 1 t y / / _ ) _ 9 II , ti I ,`C' `� l I ME SITE /S LOCA7E0 MMM THE SOUTH FORK RIVANNA RIVER RESERVOIR I \ \ I IX s r"x C REMOVE GRAVEL. 1 , 1 / / / / TAX MAP AND PARCEL NO.: WATERSHED. } �A�.�I Q REUSE FOR BASE ALONG FIRE LANE, I i s t t l ` r` / / / - j ZONING: RA ACCOROING TO THE OFFICIAL FLOOD INSURANCE MAPS FOR ALBEMARLE COUNTY, > z AND ASPHALT, 'I t s s 1 1\ \ ` l / (FIRM 510DO6 0210 B) WE PROPOSED IMPROVEMENTS ARE NOT LOCATED WH / 1 sx a• w on r f PLAYGROUND . 4 t r \ , \ i`� // j NAME OF ORNER DEVELOPER.' A 100 YEAR FLOGO PLAIN. a 05 THE COUNTY SCHOOL BOARD OF ALBEMARLE COUNTY, VIRGINIA 1 1 \ \ `rx rr. - scan' 'ar"` ATTENTION MS. ROSAL IN SCHMITT THE ENGINEER AND/OR SURVEYOR TAKE NO RESPONSIBILITY FOR THE LOCATION 2751 HYDRAULIC ROAD OR ACCURACY OF WE UTILITIES AS SHOW) HEREON OR ANY URURES WHIN 7HE M I �G : y t \ CHARLOTTESWLLE, VA 22907 PROJECT RIAT MAY NOT BE SHOWN HEREON THE CONTRACTOR SHALL BE LL} -RED , \ MOVE Ib 1 r) • \ .� \\ \ PHONE.' 434-975-9340 RESPONSIBLE FOR CONTACTING DIE UTILITY COMPANIES AND BUILDING SERWCES 7 / /Ir, ,,,, \ \ \ C• / / ; : REMOVE) / / \ \ FAX.' 434-975-9341 10 SEE IF ANY UDLIDES EXIST WTHIN ME AREA OF ME PROJECT BEFORE ANY ,Ra+EsMOVE 1 a` \ £ I ✓ ( ) ` \ \ \ \ CONSMUCRON BEGINS ANY COST INCURRED BY DAMAGING ANY URLIRES WRNIN /«/ \ r A, /I I 'l 17 \ \ �yi \ \ �\ PLANS PREPARED Rl` DIE PROJECT SHALL BE AT ME EXPENSE OF THE C00iMACTOfT 2 �Z REMOVE ,p I I \ \ \, \ \ \ RMMONS GROUP ` ` 1 r P I 1 t l t \ \ \ ^'\ e1, ATTENTION MR. SAM SAUNTERS PE 46 WORKING HOURS PRIOR TO STARTING THE WORK, ME CONTRACTOR SHALL W , searem - REMO EMOYE INLET \ \t ll )'YA `OVE \ \ \ \ \ m \ \ �\ 919 2NO STREET SE CALL MISS UDLRY AT 1-600-552-7001 AND BUILDING SERWCES AT AK O '- I �,M \V \ �� �\ee" / n, Nu,4 (` \ r7A \ \ \ \ CHARLOTTESWLLE, VA 22902 7-434-975-9340 TO ADWSE DIE NA AND LOCATION OF DIE WORK. I 1 1 �FEMOVE PI E ` tt 1 / �` t \ \ \ \ r)1 \ \ \ S FAX: 434-295-B317 L-L'L v, � - wPHONE _ _ ' z PX.STAiCi T.YWYCA%t CJIE[A REMOVE F ' l , a \ ( \ \' W ELIE ARYSCf-ATOL REMO - - ) ` __` 1 l ) I ( C`,,, \�3 \ \ pJ\ \ \ \ \ PROPOSED OEV£LOPM£NT.' SURVEY NOi£S (r o� REMn0 / \ tl �, ( �I \\\1 1 �ri \ \ �\ BUILDING ADOIRON WTIi COURTYARD AND PLAYGROUNDS, AND Tmoamohlc lnhrmathon: MUMS GROUP, (471HIN DASHED BOUNDARY) AND Uj /�-r- /� \\ \\ 1 \ , /In \ n .wv wmrcv a' / \ -•� I - j 1 n 111,1 I,i % \ \ \\ PARKING LOT ALBEMARLE COUNTY GIS INFORMATION (OUTSIDE DASHED BOUNDARY) w 4� cQ ` �! \\ \ // y vasarnurz Lcrn7ro9 wzr s.+x. na•."wi ` y"'� I 1 i I fe; t,aa\\ i \ \ \PR0ioQM USES AND MAXIMUM ACREACE OCCUPIED BY EACH Harizonfd eamdinste s,(sm• ALBEMARLE COUNTY CIS MAPPING/NAD 1983 III 6 G SE' Icixzr'n'°'"°°rxausiIl1, t \ \ \ \ \ \ PCLASSROOM ARKING OTVINHON6 ACRES ACRES h+r `�W "wx¢E eoa• uuvr t �. I 11: :: 1 : t A N`l\t , c r, \ \ \ \ \ Verfkal dofum: ALBEMARLE COUNTY Gr5 MAPPINGI NVGD 88 LL -0 m 1 1 'V.-% / vce fAEx rIca.'3 \ t 1 I t V ill I t MAXIMUM HEIGHT OF ALL SIRUCNRES• J M. / ( 1 / 7///��\� � ss a u' omm w.axowN Yr .` � `�,I. ° 1 t 11 I I t �I , s L YC 1 , \ Source of boundary fn/o.' COMP/LED FROM RECORD MAPPING I '•.A ( I / /J{ "•h Ev. sawrwr suom¢ REMOVE 4 5 It's' \0'�1111 :: A135 t , \ t \ \ \ \\ \ CLASSROOM ADDIDON = 30 FT �Q. �� 7 ///// war, IX xcrr aHwun'c REMOVE 1 I J s e �' + p ta„115 rt, t \ t \ \ \ Source of ulBlly anhannation' COMPILED FROM ALBEMARLE COUNTY GIS MAPPING, REMOVE I \ \ SEQUENCE AND TIMING DF CONSTRUCDON PHASING• EM t t 13 ti� i j : 1 st`N\,tt „ \ \ MIS PROJECT 15 THE SECOND PHASE OF A TWO PHASE PROJECT. MISS UTILITY MARKINGS & PREVIOUS DESIGN DRAWINGS EXISTING r W7=$l,.ca Nay, LcrAW.w-,s•xa ry EMOVE SIDEWALK 1 Ir 1 ,11 Lt l 1 _ r I � j1 \ \ \ \ RIE FWST PHASE WAS IHE CONSR7UCDON OF DIE GYMNASIUM Source aI easement inhrmatian' ALBEMARLE COUNTY RECORDS ER A�D fArs xzcam oexwx'W� _ _ _ BE _ t t, I 1x l' I I+ it l�l: : \\\' i �l - DIE SECOND PHASE IS 7HE CONSTRUCTION OF ROE CLASSROOM IIECOCATEDPB S, T RELIOCATD BY t II :III 1 \` \ \ \ ADDITION AND ADDIRINJAL FEATURES OF THIS PLAN. C� CONDITIONS & AGO ALT 6) ASPH t� caNDrACTOR t, I III t r t f t I I1 \ DEMOLITION \� PARKING CALCULATIONS REMOVE EXISTING: JA� CK JOUEIT MIDDLE SCHOOL = 115 EXISDNG SPACES PLAN / 1 t rwwx l / 1 t t t St J I GREER ELEMENTARY SCHOOL. - 84 EXISTING SPACES MINIMUM SETBACKS PROPOSED: a{ - / _ � I GREER ELEMENTARY SCHOOL = 24 SPACES REOUIRMENTS OIw5lON5 BY RIGHT DIWSIONS BY SPECIAL USE PERMIT STpATEp4PRUJ. gyp y4�ewf 2 t \µ `,v I I I I I I Y / / VOLUME 1 OF 31 � _ / TOTAL: Grass m lot 2.5 du acre 2.0 du aaa � wv arra.Sz I I I i I GREER ELEMENTARY SCHOOL 108 SPACES Minimum lot 1 - - ' yc L t 2.0 acres 2.0 acres .W i, a t '') '�"`"�i7 \ /i5 -_�_�� _ / l / J J II I I size a r"1f��IA✓ 1 �E` Y a^ / \ ter' J / I PARKING REQUIRED. T dk /Y Y l c" �, 1A i$S' i _ \` �_ �`_ _ _ / / / / / / / J 24 SPACES (PLEASE REFER TO DIE PARKING MEMORANGUM DATED Minimum y z '�'pl �"! _ / / / / / / / / I SEPTEMBER 28, 2007 BY HANS MGNTURFF OF 7HE ALBEMARLE frontage: O _ ;`'•' y - / / // / / / / Internal public Ll.l ) /(1,rs y _ = S _ ] i _ i _ \ _ / / _ / i/ / / COUNTY FACILIRES DEVELOPMENT OFFICE) or priwte roads 150 feet 150 feet q� ° D^L1��,r YI _ - - - _ w�'s�T ACasa?�� - - / / !� / T OF IMP RW S CO K AREA 6t, : /_ _ _ ' _ O _ _ y .--- uimwua_. _ / / / / // i / / Yorks minimum: CYJ1 1••I `f A / _ _ _/ _ _ - pAn p� - / i / - J / hoot (exialing J T - J i '_ _ -' _ -\ - - / / /� / / / / / / / IMPERWWS COVER WAS HELD TO Dlf SAME ACREAGE AS THAT public road]) 75 feet 75 feel 5Z5 / i i / �� - / WHICH WAS PREWOUSLY APPROVED FOR THE GREER ELEMENTARY front(internal public ___ SCHOOL ADOIRONS. or priwte raada) 25 feet 25 feat - - - - _ _ _RAYHIeS.CA1:E" side: 25 is 25 fact - - - - _ - - - - - '- - / �- - �� EXISTING IMPERWWS SURFACES = 0.74 ACRES rear: C1 no _ / 35 feet 35 feet �� _ - - ° �° - �9 J - /ice i tl° / = _ PROPOSED IMPERWWS SURFACES = 1.73 ACRES RC3NAP GRA % Maximum _ - - - - - - - - -_ _ WA7ER QUALITY RTEATMENT FOR THE AOD1 TONAL 0.99 ACRE OF structure w' S15 i / / / - _ - INCREASE IN IMPERWWS AREA TO BE TREATED ONSITE REFER TO height 35 feet 35 feet y[Ef // / //7 _ �\ ` _ _ DRAWNG C4.3 FOR WATER QUALITY INFORMAION. / tJASE✓AJA7ERJAi / / / // / / j \ \ --k I�h - 9�� i YA 6 ® COPYMMH BARLORN 'MLOMM ARCHIECTS PLC - - _ UG a �I EROSION CONTROL LEGEND * Asa \ W 39E \ \ AN 1/� / I I II - 'f _ UCE— I T v CHAIN LINK SAFETY FENCE 301 r �! f /�/ / EROSION CONTROL SEQUENCE /-�`� CONSTRUCTION ENTRANCE 3.02 I- I �I �I III // / / \ f DOME w4 WE�SNE ARRUCRON ANGE ANMEETING NTHCE IS T THE ONNERORY E EN(AN RANCORN 1`�_-_^^+L✓✓WJJ-��L>n� Ill lIJ �w� \ / Z COUNTY E&SINSPECTOR. ONE(1)WEEK NOTICE IS REQUIRED. 559 J _ --_ &X WIRE REINFORCED SILT FENCE 3.05-/ \ / � B}/ 2 MAINTAIN, RELOCATE AND ADD SAFETY FENCE AS OIRECIED BY THE W 1 L U N A N oL` M, �I' �L+rg / OWNER. INLET PROTECTION 3.07 3. INSTALLATDN OF ALL EROSION CONTROL MEASURES MUST BE IN A r c h I t e c t s ACCORDANCE WIN THE LATEST EDITOR OF THE NRGNIA EROSION AND _ 1 SEDIMENT CONTROL HANDBOOK. TEMPORARY DIVERSION DIKE 3.09 \� / - P L C 1 j ,O ,- 558 — %' ' - �>> ` - / I I f \ _ j - 4. CLEAR AND GRUB ONLY PORPOMS OF THE SITE NECESSARY TO INSTALL - \ I 1 �ij SEDIMENT FENCING, AND DIVERSIONS AS SHOW ON PLAN. EXISTING TEMPORARY SEED/TUG 331 I SEGMENT BASIN SHALL BE MAINTAINED MROUGHOUT CONSTRUCTION, PERMANENT SEEDING d32 t / D' 88 ? 'ID' .' , 1 ` \ B. INSTALL BASIN OV7FALL PIPE, RISEF, AND TRASH RACK �p\� / ./ / PROWCING WATER I l 7 V / / SWRCE AT WASHRACK _ - 6. APPLY PERMANENT OR TEMPORARY SGL STABILIZARON TO DENUDED AREAS OC OUST CONTROL 339 " �`� V ¢ � MINIM SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION PAYED @@ACK _ I / O / ;� ` \ \ CO.WI N0. tt-Old REFER � C 2 655� NOTE �� V 4 �!G j -� � 1V I�� it II � �� Of THE SITE. APPLY TEMPORARY SGL STABILIZATION TO AREAS THAT MAY Q �' , CE OC I OMITS OF DISTURBANCE I IA LOW CLEARANCE. . w UNITS OF CLEARING AND GRADING - , l f i L - I II I II III NOT BE AT FINAL GRADE BUT WLL REMAIN UNDISTURBED FOR LONGER LIAR g-21-1011 O 3.71 AC ES PROTECT ONE LLI " }/ �'-•-�_1/II II 2),C THAN 30 DAYS APPLY PERMANENT STABILIZATION TO AREAS MAT ARE TO _' ` �- IIJI BE LEFT DORMANT FOR MORE THAN ONE (I) YEAR. RUM BY NB/9( Z BEGIN SNE DEMOLITION (REFER TO DEMOLITION NOTES BELOW) NRGINIA EROSION & SEDIMENT CONTROL HANDBOOK SPECIFICATION NUMBER of MMBIE 91ous Mw —'� ®. ., c , \ _. 1 / / DEMOLITION NOTES kiss—� — `��t. \ i. F—# SOILS MAP sarz T T 1. ALL WORK MUST BE DONE IN ACCORDANCE W M ME NRGN/A STATEN9DE flftE / l\I \ I' W O PREVENTION CODE. ACCESS TO THE BUILDING MUST BE MAINTAINED TIROUGHOUT k ---\ 1 \ \ \ry. .. yZy SSF 7vs SUPER SILT FENCE xEYPp(T NFNS VA / BENCHMARK 'A" Al 1 R J SFB ult SILT FENCE BREAK ��n / EL=536.95' 11 5F •SSF" AND "SFB" ARE NOT PART OF THE VESCH STANDARDS I 1 1 I V APPROVAL TO USE THESE MEASURES HAS BEEN GRANTED BY I— I THE COUNTY ENGINEER PER EMAIL DA TED 3/18/08. TIE PROJECT FIRE HYDRANTS AND FDC'S MUST REMAIN ACCESSIBLE. 2. ABANDON EROSION CONTROL MEASURES ARE IN REMOVE/ DEMOUSHIAPPROVAL 2 (I)I 5 CAFTEROUNT PLACE AND gPPROVAL OF WE COUNTY INSPECTOR. 757.8I361i08 J. DEMOLISH AND/OR ABANDONMENT OF UTURES ALLOWABLE AFIER APPROVAL FROM ALBEMARLE COUNTY SERVICE AUTHORITY. 4. REFER TO SELECTIVE SITE DEMOLITION SPECIFICATION SECTION 02220 FOR -: ADDITIONAL INFORMAROM VyTR OP 5. DO NOT INTERRUPT EXISTING UTILITIES SERVING FACUR£S OCCUPIED BY THE OWNER OR OTHERS EXCEPT AMEN PERMITTED UNDER THE FOLLOWING CONDITIONS AND MEN ONLY AFTER ARRANGING TO PROVIDE ACCEPTABLE TEMPORARY GRAPHIC SCALE / UPLITY SERVICES (1) NOTIFY ENGINEER NOT LESS MAN 48 HOURS W ADVANCE /� � - - \ \ / OF PROPOSED UTILITY INTERRUPTIONS (2) DO NOT PROCEED WIN URUTY 2. 4 INSET LTATI w u v n m xm MY �C ., INTERRUPTIONS WMOUT RECEIVING ENCINEER'S WRITTEN PERMISSION 6 20/I L ALL MOPES GREATER MAN S7 FEWIFEo ( WT FIxt) / .., cnsms LOW MAINTENANCE GROUND COVER, REFER 6. REMOVE SIOEWAR AND CURB AND GUTTER SEEA DESIGNATED BY TIED To ME o : : \}� \ Nccn-'wF TO SECTION 02920 OF THE SPEGflCATONS NEAREST CONTROL JOlN7 AWAY FROM ME AREA DESIGNATED TO BE RNOVETJ (ORpL P% t lmh=00 !L /jY/--------� �`�\\ rnn ON THE DEMOLITION PLAN. _ 7 SAWCUT EXISTING PAVEMENT AT ALL EDGES OF MILLING, PAVEMENT OVERLAY AND \\ ABUTTING NEW PAVEMENT SECTORS LI_ _ // \ 8. MILL AND OVERLAY ADJACENT TO ALL EXISTING CURB AND CURB AND GUTTER M p�YAWA I I REMAIN. MILL AND OVERLAY EXISTING PAVEMENT WHERE ABUTRNG WIN NEW " PAVEMENT (REFER TO PAVEMENT MILLING AND OVERLAY DETAIL ON SHEET C3.1) TI M MONS ==_ —/ - /---�__----__— i _ GROUP PLAYGROUND EQUIPMENT RELOCATION NOTES ` 1. REMOVE SALVAGE AND REINSTALL EXISTING PLAY EQUIPMENT AS DIRECTED BY � 1 WE OMPIER. \ \ a 1 1 1 1 / _ _ /+- �/ \' W,✓' ` °I \ \� \ \`� I PAVED `\ - TEMPORARY TOPSOIL J. ,y \ \`�\� . i R0 iYAY.LIill +,{Tlj') \ 1 OFy 311g401L�STOCKPILE 2 INSTALL MULCH IN TEMPORARY PLAY AREA PER DETAIL ON CIZ SF- ' - _ ! 3, RELOCATED PLAY GROUND EQUIPMENT WLL REQUIRE NEW CONCRETE FOOTERS. —mil AAA `C` \` \ '� s ' DISTURBANCEI (d ]I ACRES) FROM TABLE 6-1. PAGE 0-15. VESCH _ I 11 1 �� _ cPvcxTe \ r / P' ` 11 1 J ES-f. UNLESS T CONTROL INDICATED, ALL VEGETATIVE CONSTRUCTED UCT SAND MAIN EROSION nN0 \IJ 'J il- -1 \ - = /� \\ / y \ Y v� \ x `\a , �' ` __ - -3-__---_ A 1 - - - - _ - SEDIMENT CONTROL PRACTAN RD A SPECIFICATIONS AND MAINTAINED T �y - ACCORONC TO MINIMUM STANDARDS AND SPEGFICARONS OF ME VIRGNIA 1- O F - EROSION AND SEDIMENT CONTROL HANDBOOK AND NRGWIA FEGULARONS (� - / 4VAC50-30 EROSION AND SEDIMENT CONTROL REGULATIONS LL- �1 — — / I` � I 1 \ _'•�� �v ' I� w ;, • � �� 1111 I II � / - `- J— _ - - / / ES-2. ME PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR i0 ME ® I NJ $ ♦ 1 I / '- / PRE -CONSTRUCTION CONFERENCE ONE WEEK PRIOR TO THE COMMENCEMENT OF n ES-.Z ALL EROSION AND SEDIMENT CONTRG. MEASURES ARE TO BE PLACED PRIOR TO VJ IGE 0 I 1 ! w µ� ® T I `L 7, _\ \ \ 1 l a 1 , I / - _ LAND DISTURBING ACRWTY, AND ONE WEEK PRIOR TO ME RNAL INSPECTION }- UGE 1 ♦ IL 1® I ^ �C_ \ \I ,. ,.I\... I b e / / / OR AS THE FIRST STEP IN CLEARING ''T I �cr. ES-4. A COPY OF ME APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE U) MAINTAINED ON ME SITE AT ALL RMES _ ( / I i \` I I \ \ ES-5. PRIOR TO COMMENCING LAND DISRIRDING ACIlWRES IN AREAS OMER THAN F��4 Q INDICATED ON MESS PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW //�'�� `v OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION L.L Z - I I _L y q 1�1� I f 1 1 I 1 ` .[ f� Ig 1 a \ \��` ` �-r� j CONTROL PLAN TO ME OWNER FOR RENEW AND APPROVAL BY ME PLAN ®- J / 'D lL -1 I 1 I I \ M3 ,.. ` \, ce rr. - ewsz , `4 , .`} �-} \ - / APPROVING AUTHORITY. (� II 1 I \ �-a ` , IPA 1 1 1-1-. �-1 �CE I' 11 \ I I I 1 \ \ �r IP , --a>-..-. ' O - - ( *� _ \ 0 ES-6. ME CONTACTOR lS MEASURES RESPONSIBLE FOR INSTALLATION OF ANY N A DIOVA _ 1�� - EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND {� I I \ ` \\ /- // II \ \\ / / II uvmra \ `4 SEDIMENTATION AS DETERMINED BY ME PLAN APPROVING AUMO.4ITY. 1 ,� �> -� /T- I 1 I \ �e / '>,� - Iu3G, \ \ y ES-Z ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL Lu S,qQ / \4 �I 111 \4y MEASURES AT ALL ONES DURING LAND DISTURBANCE ACTIVITIES AND DURING A Z )1' l _ v SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. IP�\\ ES-6.DURING DEWATERING OPERATION$ WATER MU. BE PUMPED INTO AN APPROVED W \ s J �' RL TERING DEVICE (IF APPLICABLE) O / / J, - E,YD/iW MAAYCAIEi (REEF o , 1 _ ELEkBNiMyxlvCGY _ _ 1 I R ` 4\� i' \ \ \ \ E5-9. ME CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES 'nU PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY Lea V' ,/� \ / �P-\ fO1N"N'" ; ® 'I I I i �I I r�\\\ ` `, \ / // \ \ \ \ NECESSARY REPAIRS OR CLEANUP TO MAINTAIN ME EFFECTIVENESS OF THE J 1``L EROSION CONTROL DEVICES SHALL BE MADE IMMEOIATELY. /Y OIL It arem"ow'aI -g511 g5SEO\ID @ET NaI t:I//////A//4\ \ \ X. a 1 1 11111111 �„�` , )�1 N rRB,OTE \ \ - __--_ `-- ' 1 I x �. IuMsGcdll Jaaa VA - 1 ASE // ,b _Tel � d' �.' </ — - - _ r,.rn.` I IN I /Cc 70m v <Q SEQUENCE EROSION & SEDIMENT CONTROL g PLAN VOLUME VOLUME 1 / vowx vas alaa / tl y\ �.� _Y` (µ t,; (✓ - `�1+ r �� J J/ I I I 1 Copyright ADC The Map People Permitted Use No. 20393659 VICINITY MAP NO SCALE -a F -yI l //_/ sF/ //�//d/yp,(.3(•JriuReiw�CE' / /- -s/i_'r-<ry_ \- - -_ --TracREs)�J—/ GRAPHIC SCALE 7// ^-_ —____ C2 e ------ — — — ACRES `_-_ - _ -- ® cPrAYat1T MUM VILDWAW AKHIECR KC .r UGE j itDO L1__Ll 558 PAYED WASH RACK (REFER TO C2.3) ,� CE / / LIMITS OF OISTURBANCE6y5� LIu \ .471 AC ES f°��'iS�'lr�m/ LLI BENCHMARK "A" \l \ X \' m J I EROSION CONTROL LEGEND SAF —0---p— CHAIN LINK SAFETY FENCE JOI CE CONSTRUCTION ENTRANCE 3.02 SF )� WRE REINFORCED SILT FENCE 3.05-1 INLET PR07EC77ON .I07 OD �� TEMPORARY DIVERSION DIKE 3.09 OTEMPORARY SEEDING 3.31 PS PERMANENT SEEDING 3.32 DC DUST CONTROL 3.39 UNITS OF CLEARING AND GRADING SPECIFICATION NUMBER SEDIMENT CONTROL HANDBOOK SUPER SILT FENCE J SILT FENCE BREAK ! / _ t _ I _ 'SSF" AND "SFB" ARE NOT PART OF THE VESCH STANDARDS ' \ (J"" / APPROVAL TO USE THESE MEASURES HAS BEEN GRANTED BY ` / �Q{'S�` THE COUNTY ENGINEER PER EMAIL DATED 3/18/08, � ao GRAPHIC SCALE IV ALL SLOPES GREATER THAN 31 REWIRE \ / LOW MAINTENANCE GROUND COVER, REFER "A" ----------- INSET ro s£cnoN 02920 a HE sPEc TCAnoNs -------------------- Inch Oltt. zz-��\\\\ / `- I - - - - NOTE.USE SUBSOIL AND TOPSOIL FROM _ _ `- - �_VV /" I 1 /� `•� — UPON STOCKPILE OF GRAMM AND A FABRIC. VEL RDA A \W✓ `� ` % r \ Y `.� ` I I MAXlAW1MORA4IW[ 'TO T TEMPORARY TOPSOIL • OR B IL STOCKPILE \\�•c SEDMENF TRAP -29AC ; C n AREA O ! — \ \ \\\ \ 1 1 u• `` \/,,r L. \\ �j. GCC(/R3 TN POST-DEVLOPED i `I\`h'r`Y� I CONDITION— \ LIMITS OF — It \`\ \� a. \ Ct \I DISTURBANCE ��� (3 11 ACRES) lii III --_ 'F/Y'll' a 'III - — _ GE`L L U T 1 I� It it l � I 'JAI I I /�•�_ � I 4� I s'C 1 11� \L 1 ` gPo I � Wi ZO/,y� 0C _r-- 'll I R - DATE -- - 61� /v'II ♦ l Lu `� S YE .._•��t -- "•--_- _ /Q-, � ("`� DD op / .q0 / // / SF /.. "T/ J f%- sue: //!sR 1 a - a -`- E }�IISTURB'bNCC// / - .m ^�'. °� / / / / /� _ LOWINTENAN6E ROUND COYER_— _ — — — _ — — _ — ��_ / (3yT ACR€S / // - �- / // �/ / / SSF `SEl`FANDSCAE-qq(�RAWIN6��F\ 7ypE — — _ _ — _.- _/ Y / / / / / / / // ///� 5F9 — \ \ ` _--_--_—_ --_ ----- _ =-5—=ice EROSION CONTROL SEQUENCE 1. MAINTAIN, RELOCATE AND ADD SAFETY FENCE AS DIRECTED BY THE OWNER, (REFER TO PHASING PLAN Cl.t. FOR ADDITIONAL INFORMATION). 2 APPLY PERMANENT OR TEMPORARY SOIL STABILIZATION TO DENUDED AREAS IWT IN SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORRON OF THE SITE APPLY TEMPORARY SOIL STABIUZATON TO AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN UNDISID3BED FOR LONGER THAN M DAYS APPLY PERMANENT STABILIZATION TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE (f) YEAR. J. AS STORM SEWER 15 INSTALLED, PROVIDE NECESSARY INLET AND CULVERT INLET PROTECTION. A AFTER MAL GRADING, PLACE TOPSOIL AND TEMPORARY AND PERMANENT SEEDING FOR STAMUZATON, 6. INSTALL PAVEMENT AND STABILIZE ANY PROBLEM AREAS ON SITE 6. DO NOT REMOVE EROSION CONTROL MEASURES UNTIL ALL CONTRIBUTING AREAS HAVE BEEN PERMANENTLY STABILIZED. REMOVE ALL EROSION AND SEDIMENT CONTROL MEASURES IN ACCORDANCE R11N THE LATEST EDITION OF TIE VAGINA EROSION AND SEDIMENT CONTROL HANDBOOK NOTIFY ME COUNTY OF ALBEMARLE EROSION CONTROL INSPECTOR BEFORE REMOWNG ME EROSION AND SEDIMENT CONTROL MEASURES. ]. AFTER COMPLERON OF PHASE 'ID" CONSTRUCTION AND ALL CONTRIBUTING AREAS HAVE BEEN PERMANENTLY STABILIZED, CLEAN OUT SEDIMENT TRAP AND CONVERT TO BIOHLTER. FROM TABLE 6-1. PAGE VI-15. V/ESCH ES -I. UNLESS ORIERRTSE INDICATED. ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES i BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICARONS OF THE WRGYNIA EROSION AND SEDIMENT CONTROL HANDBOOK AND WRGINIA REGULATORS 4VACSO-30 EROSION AND SEDIMENT CONTROL REGULATIONS. ES-2 WE PLAN APPROWNG AUTHORITY MUST BE NOTREO ONE WEEK PRIOR TO TH£ PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF ES -A ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO LAND DISTURBING ACTWTY, AND ONE WEEK PRIOR TO THE RNAL INSPECTION, OR AS THE FIRST STEP IN CLEARING. £5-A A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES, ES-5. PRIOR TO COMMENLYNG LAND DISTURBING ACRWRES IN AREA5 OTHER THAN INDICATED ON THESE PLANS (INCLUDING BUT NOT LIMITED TO , OFF -SITE BORROW OR WASTE AREAS), ME CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO TIE OWNER FOR RENEW AND APPROVAL BY TIE PLAN APPROWNG AUTHORITY. ES-6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDHMENTATON AS DETERMINED BY THE PLAN APPROWNC AUTHORITY. ES-Z ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL Ti DURING LAND DISTURBANCE ACRWRES AND DURING SHE DEVELOPMENT UNTIL FINAL STABIUZA RON IS ACHIEVED. ES-& DURING DEWATERING OPERATORS; WATER It BE PUMPED INTO AN APPROVED HL TER/NG DEVi (IF APPLICABLE) ES-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 EFFECT INESS OF THE EROSION CONTROL DEWCES SHALL BE MADE IMMEDIATELY. ►WS rFIC Copyright AUG The Mop People Permitted Use No. 20393651 VICINITY MAP NO SCALE NAD 93 GRAPHIC SCALE ( wno) 1 1—h - w k RAN® W II L® Arch® PLC =11 NO. 11-Ni DAIS 6-2h2011 DRAM BY Ni 601 iNMB1E MONS OLD SUM 210 Ni NEWS VA U1506.Z95 T52WA6606 h TIMMONS GROUP W cz ® 1 � 0 � `s / (0 Jz qO F3 Z W� L L] LJJ C: Z) J cz O LIJ (nw ry� L_J W ®Q Lu LL -0m (DQQ SEOUENCEII EROSION & SEDIMENT CONTROL PLAN C2.1 SNLEI OF EROSION CONTROL LEGEND -0--0- CHAIN LINK SAFETY FENCE 3.01 CONSTRUCTION ENTRANCE 3.02 -- WIRE REINFORCED SILT FENCE 3.05-1 -®-- INLET PROTECTION 3.07 TEMPORARY DIVERSION DIKE 3,09 TEMPORARY SEEDING J.31 PERMANENT SEEDING J.32 DUST CONTROL 3.39 LIMITS OF CLEARING AND GRADING - SUPER SILT FENCE 110-aaaell SILT FENCE BREAK VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK SPECIRCABON NUMBER 2 1/2' DIAMETER to' MNIMUM GALVANIZED OR CENTER TO CENTER FILTER CLOWN ALUMINUM POSTS SPACING CHAIN LINK FENCE ER GROUND -)FLOW 33" IN. OW 33' MIN. EX GROUND - FL ER CLOTH EMBEDDED -1 EMB£ODA MIN 2 DIAMETER OF B" INTO O EX GROUND GALIMLVANIZm OR 36' MIN. ALUMINUM POSTS MINES, 1. FASTEN CHAIN LINK FENCE SECURELY TO FENCE POSTS NOW WE DES OR STAPLES. 2. FASTEN FILTER CLOW SECURELY TO CHAIN UNK FENCE MIN B£S SPACED A MINIMUM OF 24' ALONG POST, 3 EMBED FILTER CLOTH A MINIMUM OF 6' INTO EXISTING GROUND. 4. OVERLAP AND FOLD ADJOINING SEC OMS OF FILTER CLOW. nSUPER SILT FENCE DETAIL SILL SCALE General mmlreeMt votes for Station and SWimmt Control pit. 1. TAe PlmepprovkgaUthOdYmurtbcmdeWaaewcekprrorWtheye-mvelraction covfereace, ono wok prior to the wmme ., efland d'eturbivg arvity, and one priwb Ore fw1 insPwtir. 2. AB eroaim mdealirvee[wetrol measures wBl be wmeueeW end mainrninW aremA 3. A msionand Wimoetconholmtmumammbepkmdpriormwasthefu Mopm ale shor. 4. A copy ofthe approval erosion end aWimmwvtrel plan shall be mOivteined an the sites ell times. 5. prim to Naeroming land duairbiag acdvitiae in arwaether thin indicated oat that plans (including, hot not limited m, off -site borrow or were arms). the cuaveobr shell mbmita IupPlememary erosion control plan to the owner for review and approval by the plan approviugautharity. 6. the contractor isresponsible far iostellation ofany addtfioml erorioa covhol mrsemes asomuy, m prevent erosion and a ei rmattiw as deterawled by the plan µrymving authority. 7. AD distmbW areas are b door, toappmval sesimem carol measures At all those during lead diaNrbiM, activities err during site devehopmeet until final sbbilitation is achieved S. During dewateriog opemtiovs, water will lw pen ext ism m approval filtering device. 9. the contowsw shill inspect rtl amsioe reveal mmmrta per"colb,and after mchrureff- producivg rainfall evaod. Any necessary repairs or eleavup to mafataie the efieativermn of the eroalm wveol devices el W I bat msa s immediately. 10. All fill meteml to be raker from an approved, designated bmtow arm. IL A7 came materiel. shall be mkenm an approval waste rose. Earth fill tall be inert materiels only, free ofrwe, stumps, wood, rubbtsb, and other debris. 12. Borrow or ate urea am b be rwlaimW within 7 day. ofwmpled. per Zomttg 0rdinevicesection5.1.28. 13. ARinat materials shall be tamported ivcmplimc withxctio.13-301 ftoe Coded Alhemule 14. Borrow, fill or week ecfivity iavalvivg ivdeshiel-type power equipsom shall be lintiudW the boon of 7:00m m 9:OOpm. 15. Borrow, fill or wmeacfivity"I be conducted in a ink moaner they mameins lateral rapport, or order m minimize any hesud to pereoro, phystol dama8e to adjacent lend and improe meals, sort damage as MAY publk.amt bereum o slides, tnki", wcallapse. 16. 16e developer abell resarae the right to imtell, metnteiq remove or coved to permmeot aemrwMarm armemm fmtOdm whew eppliobkaB erosion.veal manures required by tiva plan r gardlms of toes sale ofany 1.4 unit, building orather penionoftba property. 17. TwlpomryeabWmtov andl be kmporery eeWivg and mukhivg, geedingeb6ert 75 18. or ie Much and ran Millet Son, be applied at 901bell"af, irmorpomted lam Oreaop 44 ppAW at 10001be/eue and consist ofa 10.20-IO rbiwl pplied at IgOlb./mm and reset of 95Yo KwmrJry 3I or applied x g01ba1100at Alternatives am aubjwt b approval by the Camty erosive covAol nap tor. 19.owrerlsrceemendg5eg0di%rwrghomefn tahvtreeucwceelmut maaryi mmmegmeecvuyoredleusvmiese em igs bofeilodlree.dpeawnirid tih mosfmegdediemsmndaetently. Aadu ge fittepsam Alla messuctobe Silt Asset. aseddiveniov dykm which ere caUceting sedueeet b bet they height more be clonal and rePeiral mmalieu y 20. All tempmary emuoa ilnevi t meesum am m be reemvW within 3 of Mel ale aebiBvtion, wimaomuosestrem evga sealed, mbjatm approval byth. Cauvty aodo¢cona0l WpCCbc. 1. SET POSTS AND EXCAVATE A 4"X4" 2 STAPLE MRE FENCING TO 174E POSTS. TRENCH OPSYOPE ALONG WE LINE OF POSTS J. ATTACH WE FILTER FABRIC TO WE HIRE FENCE AND EXTEND IT INTO WE TRENCH. 4. SACKFILL AND COMPACT WE EXCAVATED SOIL. EXTENSION OF FABRIC AND HIRE INTO WE TRENCH. RLTER FABRIC- -r 11= WIRE-=1' MBE 116-1 CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) S.--- CON-.---7p' N6V-2A A5:'IIALI' TOP ACCESS -\ ( i J 'S' TAN 21A MOREVAI'E BASF PROFILE ACCEISTONE '- ACC '-"- HO411Wi tmo /6PIIN•T PAVED ACCESS fRJ %wecueecu 2%• 1 2% 123 i. ITN.• . .. LVUST WEND Fu" WIDTH s--�(q� I IFV SEUIMEVI OF INGRESS AND ECRE5S T1aAPRING DNH:F f ORCRATION PLAN .. 12' MIN --- ...-. POSIINl. DRAINAGE - -_---- _- 29 ITO SEDIVENT IIRMPINO DEVICE nLT¢R cLOTn SECTION A -A A filbairlmnr winter top oft itch namt be haatalbed Tvith a ulilmuwn 1 luh baaco.k shilto9'valde aupplyiug a x'aah bona with a dimueta' of 1.5 Inches for adegpmte ' C0115falif pimRllre. Wash Water mast be Cmlia(I Away frost tha talhatce Joel approved InM ing rem to ratol'e ere(latent A7 eetlhnatt shag be prwailal 5vnl 4attaalg storm N'IIILs, NMlus ar rv;Afacrnusea. I PAVED WASH RACK NO SCALE PERSPECTIVE VIEW METAL FENCE PRONDE FENCE WTH MOVABLE BASES AND OPAQUE SCREEN, EXCEPT AROUND SEDIMENT 7RAP SOURCE: VOOT ROAD AND BRIDGE STANDARDS VA. OSWC '2GAR3£ AGF4£GIT£ DULL BE TOOT /d µS7 64 0 1 3' 33 0 (PERSPECTIVE W£W) T 41� 1 ti I coARSE �TM_.I. Ili � lTr ,T c iLis ACGPECATE ..jjl-II �aGs-S�tL � " ��IL mF--IJ-J w TIT ,r.LIYf t `iIil i� = ..• CUSS I RKWAP (FRONT ELEVATION) NOTE 5LLW IN FENCE LINT FENCE BREAK E TO BE PLACED AT SILT FENCE BREAK DETAIL NO SCALE TEMPORARY RIGHT-OF-WAY DIVERSIONS COMPACTED SOIL W MIN. momewa-FLOW I- I - II - I -- II 11 III -III -711- AD MIN, TEMPORARY DIVERSION DIKE NO SCALE DD s.os-T WA TER OVERFLOW FILTERED WATER NTH f' .�iA1eh- ��®alaaa ♦•I• INLET KITH GRATE WRE SCREEN CONCRETE BLOCK .vuweveaa�Re¢®a GRAVEL- FILTER GRAVEL SHALL BE gU, J357 \ t1. , I 1 OR J5 COARSE AGGREGATE. 0 BLOCK i GRAVEL DROP INLET SEDIMENT FILTER NO SCALE PERSPECTIVE VIEW SAF SAFE,YALFENCE s.o,-, BPLATE. 3.1-1 OUTLET PROTECTION TABLE QTO Po d50 d Lc JD. W 0 24 IS" Q5' F.M. B' 38• A3' ® 1D.2 A A An- ✓ PLAN NOTES 1. APRON LINING IS MAIMP. 2. to IS WE LENGTH LD WE RIPRAP APRON AS CALCULATED USING PLAT 318-3 AND 3.18-4 J, d - 1.5 ONES W£ D50 SIZE. A FABRIC UMERUNER REWIRED FOR ALL WRET PROTECTION AREAS La to SECTION A -A w at PIPE OUTLET 10 RAT AREA WIN NO DEFINED CHANNEL SECTION A -A (CULVERT) Op PIPE OUTLET CONDITIONS 3 is -I NO SCALE EROSION CONTROL (ONLY) SEEDING & FERTIL IZING 1. THE AREA TO BE SEEDED SHALL FIRST BE FERTILIZED SPIN COMMERCIAL 10-10-10 FERTILIZER AT THE RATE OF 30 CBS PER THOUSAND SQUARE FEET AND TREATED WITH AGRICULTURAL LAME AT THE RATE OF 100 LBS PER THOUSAND SQUARE FEET IHESE SHALL BE UNIFORMLY WORKED INTO SURFACE TO A MINIMUM DEPTH OF ONE INCH. 2. SEEDING SHALL BE DONE ONLY BETWEEN THE DATES OF FEB. 15 AND APRIL 15 OR BETWEEN SEPT. 15 AND NOV. 15, EXCEPT AS MAY BE OWERMSE DIRECTED BY WE ENGINEER. J. SURFACE SHALL BE RAKED AND SMOOTHED TO ELIMINATE RIDGES AND DEPRESSIONS A AFTER PRELIM/NARY RAKING, THE SEED SHALL HE SOWN AT THE RATE OF FOUR LBS PER THOUSAND SQUARE FEET AS FOLLOWS 20X PERENNIAL RYE JSX KEN IUCKY 31 FESCUE JOX CREEPING RED FESCUE 159 REDTOP (ALL PERCENTAGES ARE BY WEl3147) 5. SURFACE SHALL THEN BE LIGHTLY RAKED 1N ORDER TO COVER SEED NO DEEPER THAN 114 INCH AND WEN SPRINKLE WIN WATER. WE SEEDED SURFACE SHALL BE COVERED 'MIN STRAW OR HAY TO PREVENT EROSION AND TO PROTECT SEEDING THE ENTIRE SEEDED SURFACE SHALL BE ROLLED WITH A CORRUGATED ROLLER AFTER SEEDING AND BEFORE COVERING WITH STRAW. CONTRACTOR SHALL PR07ECF SEEDED SURFACES UNTIL A GOOD STAND OF GRASS IS OBTAINED. 6. THE HYDRO -SEEDING' METHOD OF SEED APPUCA77ON MAY BE USED, PRO- NGED THE SEED RA IE PER SQUARE FOOT IS 774E SAME AS HEREIN BEFORE SPECIFIED. WE MULCH RATE SHALL BE SUCH AS TO PRONDE PROPER SEED PROTECRON AND PREVENT EROSION IF, IN THE OPINION OF THE INSPECTOR OR ENGINEER THE MULCH RATE USED AS EWOENCED BY SLOPES AFTER SPRAYING) IS NOT SUFFICIENT, THE 7RACTOR SHALL BE REWIRED TO IN- CREASE 774E AMOUNT OF MULCH /N WE MIX. NO EXTRA SILL BE ALLOWED FOR ANY REQUESTED INCREASE 41A8'K314- EXTERIOR I OR EQUIVALENT CUT PLYN000 ASS NECESSARY TO SLOPE PoSIS MIN SIZE 4' SW MITI SEDIMENT BASIN OR 5" ROUND. CEMENTED A GRADES (TYP) 3' IN70 WE GROUND. TEMPORARY PLYWOOD BAFFLE NOT TO SCALE 21K4" WOODEN FRAME Eli_8�90 r DROP INLET WTH GRATE FRAME Ei PERSPECTIVE V/FWS '- ELEVA77ON OF STAKE AND FABRIC ORIENTA77ON SILT FENCE P* DROP INLET PROTECTION ;E y NO SCALE i 'I _ Gal WER EXCESS AT CORNERS 8CRL MATERIAL STOCKPILE RLTER x �J ( (� PIPE / FABRIC FENCE S10CKPlLE \ TRENCH � � / FlLIER FABRIC EMBEDDED J' / r'�` s! �\ NOTE: AN ACCEPTABLE ATE TO INTO GROUND - OF STAKED CEFABRICENS A SIRAW BALES TYPICAL DETAIL EROSION CONTROL PROTECTION FOR PIPE TRENCHING NO SCALE RAN CORN W II L® A,chitects PLC 0No. n-Au DAIS 8-24-2011 GRAIN R ND/M 601 MOT SHOALS rtW SUM 210 HEW'(RT NEM VA 23E0 H95 757.8736606 TIMMONS GROUP m.+o��vtnmov C\1 W 1 U) ® 0- 2 1 U 0) U)O cz > z_ �y O(3 Z a>> 2 -oZ J (50 W (n w of rr WE OQ Lu /L.L 7o ED lJ < Q EROSION & SEDIMENT CONTROL NOTES & DETAILS BEET OF C2.2 ® OJPTPoGHT RANWMI WOMAN DRGHI1ECTS PLC I 1 1 c 11 m \ tlJ :4!nA(G I\� JACK )VUETTT LE SCHOOL \ y� \ - I q INSTALL HAI PARKIN \ �I INSTALL I \ PARKING & AREA XJ L I 1 11 yI \ �G r �• - - _UGE — 4 f- — vow- er. wmsuvE nrmna E 11 No: 9801 N: i900 see (\ E: 5Z60B69.60 D..� v3 �to® / M.AY ASLA ® iYM MAY E0.%NMS i --------------------T wCIX' Eac / J1� _J PAPED I N /�_ IX1 a,/ jai \\\ �a°M,Aaa\ \ DING °�\ PAP TT,/`� PING .�/ � /Y �• 'tea \ \ l/-_ .....,..... _ - / / E!3SMlG XA11 Ile j i pie. 1t A F- — 1_L1m I I I I I I� I I I I F_—_� �< , was Book III ®PAINTED S �— \ \ �TOP BAR if �0 fiwmim \ > 20 \ l A 'x6- TAP\PING SLEEVE \\� \ ANb GATE VALVE `"`-'! r9k6 B6iND wOT Y 11 ® of M0 MT POD] ESMT (TYP) \ 6" p BEND .Y � I I $ I / I I I I _T6- 3T RI -I V SIGN m I 1 / if II T II ^^11I E%I R4- PV0 LkVRAL \ _ •' SEE SHEET < ILeKRfi HARDSCAPE T �x °eeUDEaunTM re - sxisr sxsntu,u>Arcnrw eslrvcwracAroaL 4" PVC LA 4" PVC LATE fK NCfF °4tA.YAW-\ 'D ROAD TO MATCH rING ROAD PROFlLE� RTLON-/ ER,3T- :3�A ,2 a ITS DIN�(L _ \ SI ESE C'Otd ECTION O W W II _I DOUBLE CHECK / VALVE ASSEMBLY (R(PER ' E IRE �TOC3..2))rY� ASS ATE LY VE a ORAINAGE PIPE FROM VAULT 6 - TEE 6' G VALVE 12• aArON 6' CLASS 52 DI WATER PIPE ® Ism IRA m I " DOGk900 - 4 BASE BID `NMM✓A,f IXIENR Cf �saE `sr's`�'mrenE.nf.'\ 11 R15• .--� , � a. 1 \l -- -TSANITARY NNE TOO BUILDING 111 ADD ALTERNATE 1 BUILDING I-11 IF e e es6noax LTER COAXI rIk 1 � I • 4-BASEKTBALLx , d 'sy GOALS (TYP) 4FENCE I r ., -¢_9Q BEND BEND IA6� I L_J p NM.N£J/C i GRAPHIC SCALEI • (W FEET) I much = 30 RANCORN W I L D M A N Architects III 0AM R0. II-0I3 DATE 8-2h 011 a DRANK BY NO/CK I� 801 1NIME18 SHDAL6 BL19 9111E 210 NEWPORT NEWS VA _ 21606.2595 757.873.6536 �M1 TIMMONS GROUP W O= O(L U) O Cc: >Z OF Z 0" LLl C Cw _ J COO w CnW Cc Z_j W OWW I= -0m 0 <Q SITE LAYOUT & UTILITY PLAN 9RET OF C3.0 0 COPYAG T RANCMBI W MM ANCNITECIS PLC NOTES ). CONCRETE SHALL BE MINIMUM 4000 PSI 2. ALL CORNERS SHALL HAVE REBAR LAPPED 32 DIAMETERS J UFF HOOKS IN BASE FOR HANDLING AND SETTING A UFT INSERTS IN TOP SLAB FOR HANDLING AND 5ETIiNG PIPE SIZE A B C D E F B-I C-1 G H 4- 22" 84" 120" 355/B^ 48-J/8" 16-1/2" SIB^ 132^ 24-0' J4-3/8- 6" 72'84" 120. 271/2" 56-1/2" O-1/2" W. Im. 26' J6-1/2• A. 22"84" 111. 1. N- 18-1/2- 96" 112' 2T JS" 19• 60 W. 144 25 1/2" 69-1/2 20 108" 158 29 J7-0" SPECIFICA77ONS A) VALVE PIT 1. PRECAST GORCRETE VAULTS SHALL BE MANUFACTURED BY WRQNIA PRECAST CORPORATION OR EQUAL. 2. ME VAULT SMALL BE WATERTIGHT. M£ VAULT SHALL BE COATED ON THE OUMDE PACE MATH A MASRC OR HINMINOUS COARNG TO PREVENT INFILMATTM.. J ME VAULT SMALL PROWOE POSTIVE DRAINAGE A SUMP MITI GRAWTY FLOW OR A SUMP PUMP 15 ACCEPTABLE 4. PINE PENEMAHONS SHALL BE SEALED M W 'UNK-SEALS". THE EXTERIOR SHALL BE WATERPROOF MASTIC COARNC OR EQUAL. A CLEARANCE OF 1"-3` SHALL as PROWDEO MOUNT ME PIPE WERE ME FIRE LINE ENTERS AND EXITS ME PIT. B) VALWNO 1. ME DOUBLE CHECK VALVE ASSEMBLY SHALL SE A WATTS N0. 709 OR EQUAL SURROUNDED BY AN OS&Y GATE VALVE ON BORN ME INLET AND OURET SIDE OF ME ASSEMBLY. 2. PIPE STANDS SUCH AS CONCRETE OR FABRICATED METAL SHALL BE PROWOED TO SUPPORT THE ENTIRE ASSEMBLY. METAL PIPE STANDS SHALL BE GALVANIZED OR BE COATED MM AN ACCEPTABLE PAINT TO PREVENT RUST. DOUBLE CHECK VALVE ASSEMBLY NO SCALE NOTE: HYDRANT MUST BE KENNEDY GUARDIAN (K-81A) I EQUIPPED WITH CHARLOTTES- MUELLER CENTURION (A-423) VILLE THREADS WHICH IS QOR APPROVED EQUAL THE LOCAL STANDARD. LENGTH OF BRANCH VARIES 6' MIN 2' T010'- I T CU. FT. TEE 2500 P.S.I. CONCRETE BASE AND THRUST 1]':•3• BLOCK AGAINST i. UNDISTURBED STABLE SOIL. STEEL PILE 3/4" THREADED RODS TO WHEN THE SOIL IS DISTURBED OR WHEN MAIN IN ALL INSTALLATIONS. A HYDRANT IS LOCATED IN A FILL, ANCHOR ROOS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2-3/4" OR ASPHALT COATED THREADED RODS IN ADDITION TO POURING CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT NOTE : 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 1 MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRACE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 II II Mum, /II 11 - --G II y :--C-1 TOP DETAIL REQUIRED (MAIN LINE SIZE)' X 4' TEE OUTSIDE SIEM & r ME CAT£ VALVE, DOUBLE CHECK - VALVE ASSEMBLY Albemarle County Engineering Final Plan Gerard Notes Page 1 of ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes 1. Prior to any construction within any existing public right-of-way, including connection to my existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT), This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan Bud shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched, 5. The maximum allowable slope is 2:1 (horizoWalwertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization met lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe- Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). I,+iIA�%I�IM EXT. COARNG �jINK-SEAL )B' Mh. f - MC CLEARANCE 6" ST-I (TYP) OUISTDE STEM &� YOKE GATE VALVE -111. DOUBLE CHECK ELAN Do- ALVE ASSEMBLY�� FLOW PROFILE WEW PLAN VIEW (TOP REMOVED) TYPICAL 5-1/4" WATER VALW BOX 6ILCO JO-2AL 48'143" DOOR 5 /4 REBAR 06-O.CEW. r I" C xCOARNG KOR-N-SEAL PIPE -TO -VAULT FLEXIBLE CONNECTION6• A r8UFDNOENING FOR DRY WELL HOOK 6" 1 14 ROAR O 6- ODE W 7 ALTERNATE DETAIL -E 101? MASTIC OR BITUMINOUS COATING LINK -SEAL CLEARANCE L p' p. V.0 DRAIN TO STORM SENER STRUCRIRE 144 AND CRAWTY DRAIN GENERAL WATER a SEWER CONDITIONS 1. WORN SHALL EE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE IRESFON- SIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICRALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARS NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATLEY CORRECT. T'HE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL U MGROUND LIMB ARID STRUCTDRES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER An) SERER CONSTRUCTION SPER:IFICA- TIONS AS ADOPTED BY THE ALBEMARLE COUNCY SERVICE AUTHORITY. 4. DATUM MR ALL ELEVATIONS SHOWN IN NATIONAL MOSTIC SURVEY. S. MIT CONTRACTOR SHALL BE RESPONSIBLE MR NOTIFYING -MISS MILITY-(1-800-552-7001). 6. ALL WATER ALm SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINA OF PIPE. THIS MMMES ALL PIKE HYDRANT LINEB, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER ANTI SEWER APPURTENANC69 ARE TO BE LOCATED OUTSIDE OF ROADBIDET DIT=S. S. VALVES ON DFADMID LINES SHALL BE NODDED TO PROVIDE ADEQUATE ESSMAINT FOR THE VALVE DURING A F11MM EXTENSION OF THE LING. INSTALL Page 1 of t ,-� GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL r INITIAL BACK LL - :� 9T�0 • STABLE SOL , '. .... • SCRAPE THE BOTTOM QF THE TRENCH. BE aw ALL STONES TO INSURE THE PIPE DOESN'T REST ON RQCk AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING: OF /08 STONE. FOUNDATION IN P401% SAIL UNUOtR^CUT CONDITION UNSTABLE C 4 - RNTIAL BACKFILL 1STM1' SOIL - 4 STONE rat STORE ���� T_ .OR ROCK> NOTE 1.NO. ROCKS SHALL BE ALLOWED WITHIN 24' OF THE WATER LINES. 2.N0_ROCKS LARGER THAN Ba IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL 3.THE INITIAL BACKf1LL. SHALL BE PLACED AND COMPACTED IN .e LIFTS, 4.NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL Sr. ALLOWED IN THE TRENCH. S. SELLMOMSHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING TUTS FNL W-2 hup://www.usa t.coln/fU13.1pg MIMI= - FOR BENDS B'& SMALLER SE 16'r D B D MICRON Bo-T ON CENTER LINE OF BEND.. - FOR BENDS 10' DHROUCH 12• USE BRACING STRAPS ON ALL PIPE SIZES USE 2 STRAPS ON KENOS ADJACENT 10 SELLS,. f - FOR 18' BEND USE 3,$THAPS j AS SHOVMM �I - 1-,CQN9RETE CLASS 8 ELEVATION RANT ALL EXPOSED: $TEEL'WTH. 2 COATS OF BODMWCVS PANT. E4 I if 'MDTH..-..1 TN CKNrS' rv-�dr STRAW = `STAU! A rE+H9 "SINE :A •;B. G� 0i E FI 9-' SSA 1 2 1/1 AS tl 1'=6 P 6 J 4'-1') 0 2 IH PIPE rEL i a BAR$ fh 12 OUT, CENTER FC O) N-REH C A55 3 12 BENDS@ v __ ..... I"t-- CHART FOR UPPER SECTION - - VORTICAL B D KI G - lyd'fE: ,STANDARD 90' HOOK ON ENO OF ANCHOR. .:BOLTS TD FACE: cENTErs,q 9(;OCNs. CONCRETE BLOCKING"6-w UPPER VERTICAL BENDS`:, SURFACE ELEV, VARIABLE OVERLAP FABRIC 8" MIN. THREADED SIAMESE WOT CONNECTION FOR FIRE ,¢'S STONE �T DEPARTMENT FILTER FABRIC �' WRAP AVRAR � Is MIN. 2'W x 2'L X 0.3N SEAMLESS COVER SLEEVE` 140N OR EQUIVALENT CONCRETE COLLAR IDEN7/FICANON PLATE NA. PERFORATED RUG. PIPE �2 UNDERDRAIN DETAIL NO SCALE 2.5' FROM 3/4" THREAD-0-LET ON FINAL GRADE STEEL PIPE WITH 3/4" iT GRADE METAL INSAECVON FRAME W/ SOLD LN TO OUTLEF AUTOMA77C BALL DRIP (NL£NAH R-1975 qr EMVALENT) ENCASED IN STONE 3" COVLRETE COLLAR - O?USHm .STORE BEOaNG 2'x2'X2' voor STD 957 STONE WRAPPED /N 4^ DI nraNQUr FILTER FABRIC LUG AT SIArMESE CONNECTOR DETAIL NO SCALE OF ONE U CLEANOUT DETAIL () Page 1 of I PLACE 5' DAILY. "ATTMESS - POST PAIIREO BLUE TO INDICATE VALVE LOCATION AN DIRECTED. MARKER LOCATION MAY-BES .,ECT TO. HIGHWAY DEPARTMENT APPROVAL FIN INED GRADE -� MA. DATE VALVE WATER 41111 1 1 d N b LINE 7H 6 a VX 2`.. BEARWQ AREA - 4 . 4dW < 4 NOTE : OL REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (0) INCHES ABOVE GRADE. TYPICAL GATE VALVE TUTS FIG. W-5 hnlY./Iwwwa AN,a.coln?D-18.jpg PIPE OENEE BEND 01lTEN59NS VOL TEE. ANTI PLUQ5 it. SIZE li FEET QI.YO. F W.WI. BEND L H L. L H T- 90 150 150 101 an 4' a 8' *S 22 1/2 ZOO SO In IN � 0615 0.10 2.00 2n 150. 0.15 111/4 160 200 Z30 0.10 90 3.56 3,14 121 o,45 8, 45 22 1/2 166 1.66 2.60 Lta In 168 an 0.13 ITS 2.91 1" 0.32 11 1/4 L65 2.14 267 1110 SD CU &W 142: 0.83 id' a 12' 431/i T333 3-54 295 4I4 E.03 Can 183 ON 22 1T 1/{ 1.83 2.33 164 C18 2U12/2003 Page 1 of I 1. MITUST SLOCKS ARE REWIRED WHENEVER THE PIPELINE : CHMMQS =EON*. CHANTIES SIZE. DEAD NOS AND AT VALVES 1 Use z5D0 P.S.I. CONCRETE. 3. NO CONCRETE SHALL SE POINTED ON ART PART OF THE JOINT. 4. THE CONSULTING EMONEEN SHNL BE RESPONSIBLE TO THE VERIFY THE TYPE & SUE O ALL THRUST BLOCKS CONCRETE THRUST BLOCKS M.IN W 3 hRTa lwww.acsmleLcmnTPD-14.jpg 2/122003 RA® W II L® Arch® CORN Na 11-013 DAZE 8-24-2m1 DRAWN BY NO/CX an TMNRE SHIMS BUA 9111E DO NEWPORT NEWS VA 23fi06.25B5 T5T.821UM "b'% TIMMONS GROUP N,, W'^ U) J lV O O 6- 2 I U� r(T ry� v' V 7Z F-- C:Z W� W CC 70Z W C: :D J MO LLJ U) LIJ 1.r O ,- LLJ CE W_ 5m �QQ SITE LAYOUT NOTES & DETAILS 9197 OF Wil 0 C"GH WOOAN WU NM ARMIHCIS PLC r FOR DESIGN OF BACKBOARD REFER "NATIONAL FEDERATION +' "FAN" SHAPED OF STATE HIGH SCHOOLS METAL BACKBOARD ASSOCIA DON" & 'THE VA. HIGH SCHOOL LEAGUES' 6' 2' STANDARD BASKETBALL GOAL NO SCALE BEVELED ��2:JJ�. GALVANIZED ♦�� STEEL BAND KITH BOLT aO.a AND NUT .• PERIMETER %��i�iPi.'`ii �I�.._.::�a.:_FENCE 3/B" MIN. ROUND ROD W17 1 1 II PER MANUFACTURER'S SPE I I ENO, CORNER, LINE BRACE OR GATE POST 0' CONCRETE FOOTING I 12" --I END BRACE .� ....r EJJ✓• �J. �q Ji�p.♦♦pip '�.�$J�J1♦J�i ♦ �F:CdJ �0��4: ,�ip`JCi�'pJMJ •'•:o�. ems° � —�.�i:°••::::: A 4" E VDOT CC-3 NO SCALE 4" I 2" R TOP OF CURB " I SURFA ro n CONCRETE SHALL SASE BE A3 /F CAST IN PLACE, 4000P5! IF PRECAST 2, STONE 4"MIN. 6" 12' r NOTE..- CURB HAVING A RADIUS OF 300 FT, OR LESS (ALONG FACE OF CURB) MLL BE PAID FOR AS RADIAL CURB. EXTRUDED CG-2 NO SCALE TOP OF CURB �L 4 �2" R 6" —•' 6" ' 2•-011 VDOT CG-6 CURB & GUTTER NO SCALE BRACE AND HEIGHT OF BRACE TO BE IN ACCORDANCE WITH MANUFACTURER'S SPECIRCA7701VS 1.90" MIN. TYPE ll STEEL PIPE O.D. POST -LINE POST 16 GAUGE W9RE CLAMPS TO I USED TO ATTACH FABRIC TO COLUMNS (6 PER POST) GROUND UNE, TYPICAL SPACING BETWEEN ALL LINE POST ` \y 10' LJ LINE POST 10 CHAIN LINT K FENCE NO SCALE GALVANIZED CHAIN LINK J �3/8" MIN. ROUND ROD PER PLAN IN LINK GATES MIN, O.D. LINE II II I CONCRETE FOOTING u 12" CHAIN MOT 21-6 STONE ILJ LINE POST 10" CURB CUT FOR RAMP DOWN HANDICAP SPACES CROSS SECTION —I 8' RAMP r ACCESSIBLE SIG LOCATION (TYP., I., . MAX FACE OF CURB ACCESSIBLE SIGN LOCA 77ON (VAN) 8'min 1 5' 1 8'min I 8'min 1 8' n . .A FACE OF CURB ACCESSIBLE SPACES REGULAR SPACE 4' WHITE PAINTED STRIPE (TYPICAL) NOTE.. REFER TO PLAN FOR ACTUAL RAMP LAYOUT AND ACCESIBLE SIGN LOCATIONS. TYPICAL PARKING SPACE DETAILS NO SCALE HANDICAPPED SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR RESERVED PH1'SYCALL Y HANDICAPPED PCRSONS. PRONDE RESERVED PARKING ONE (1) R-7-8 SIGN AT EACH HANDICAPPED PARKING SPACE INDICATED ON SITE PLAN. SIGN WILL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. THE CENTER OF SIGN SHALL BE AT LEAST FILE (5) FEET ABOVE GRADE, BUT NO HIGHER THAN SEVEN (7) FEET ABOVE GRADE SIGN SHALL BE PLACED ON STEEL POST 1-1/2' O PAINTED BLACK SET IN 12" CONCRETE. TYPICAL ACCESSIBLE SIGNS SHALL =TOWA SHALL CONFORM TO ADA REQUIREMENTS6. - ACCESSIBLE 6' FINISH $700—$VE 500 HANDICAPPED PARKING SIGNS $100-$soo FLAVE SH GRADE FINE NO SCALE FINE GRADE SIGNAGE NOTES ALL PROPOSED SIGNING AND PAVEMENT MARKING SHALL BE IN AC�ORANTTOSTEEACH OF THE FOLLOWING AND ANY REVISION THERETO: S TO P AMANAL ONUNIFORM TRAFFICCONTROL DEVCES B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. C. THE WRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS. R7-I D. THE 2003 INTERNATIONAL FIRE CODE STOP SIGN 36 iJ6" PROPOSED SIGN LOCATIONS ARE APPROXIMATE AND SHALL BE MODIFIED SIGN DETAIL IN THE FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER OBSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN NOTE i ABOVE. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND INSTALLED BY THE CONTRACTOR. ALL SIGNS SHALL BE FURNISHED AND INSTALLED ON WOODEN 4X4' POSTS BY THE CONTRACTOR. 1.5" MOT SM-9.5A ASPHALTIC CONCRETE Ox 1.5" VDOT BM-25 BITUMINOUS BASE 6" MOT 218 AGGREGATE STONE (TYPE I) . xm COMPACTED SUBGRADE ASPHALT PAVEMENT SECTION NO SCALE DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS MULCH TO BE (ADA CERTIFIED PANORAMA PLAYDIRT- PRODUCT OR APPROVED EQUAL) 6'X6" LANDSCAPE 77MBER 4" PERFORATED UNDERDRAIN "WOOD EDGING" CORRUGATED P.E. PIPE �'AROUNO PERIMETER W/ FILTER FABRIC WRAP (REFER TO PLAN) °°°°..".,...°. 9"MULCH 216 MOT STONE ANCHOR WITH 5/B" REGAR WEED BARRIER/ I� EMBEDDED 24" IN THE GROUND ROL YPROPYLENE FABRIC (TWO PER TIMBER) (EXTEND UNDER TIMBER & FASTEN TO GROUND) PROFILE SUBGRADE (SLOPE TOP OF SUBGRADE MULCHED PLAY AREA THE SAME SLOPE AS MULCH FINISHED GRAD NO SCALE NON -SLIP BROOM FINISH VARIABLE WIDTH' MAX. CROSS SLOPE 2X � 4" 3,000 PSI AIR-EN7RAINED CONCRETE 4' TWE 218 STONE COVER COMPACTED SUBGRADE CONCRETE SIDEWALK SECTION NO SCALE e DEN07ES CONCRETE SIDEWALK PAVEMENT ON PLANS NOTE.. SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH MOT STANDARDS. 39E SOILS LEGEND 21B - CULPEFINE SANDY LOAM, 2 TO 7 PERCENT SLOPES. 210 - CULPEPER FINE SANDY LOAM, 7 TO 15 PERCENT SLOPES. 38E - HAZEL SLOPES DAM, 25 TO 45 PERCENT 68 - UOORhIENTS, LOAMY. N \ 470 - LOUISBURG SANDY LOAM, 15 TO 25 PERCENT SLOPES. I 121C SOILS MAP NO SCALE RANCORN WILDM AN Archilec is PLC cowl Na 11 m3 DAIS 8-2Fml DRAM BY ND/CN of MWLE S10113 BLYO SLa 210 WAPGRT NEWS vA MCIL2595 757273. W "V% TIMMONS GROUP N Q) _j v lz^ OIL 2 I '/5 U) vJo i' M Q >Z 05 W CE -oZ W l.�z� J mo W u)wJ L OQ Lli0W (D < Q SITE LAYOUT NOTES & DETAILS MY 1g C3W2 0 CCPMG8T RANC(RN WIDMIAN ARCHTECTS PLC CONNECT UNDERRAIN TO EXISTING INLET RAIN CONNECT I TO EATSn TO EXISNNG OUTFACE qpE (E''+-tu`N DOWNSPOUT COLLECTOR NOTES I. CYSSTEM ORCT LDIREILDING CTLY INTO MDOWNSPOUTS STORM SEWER SYSTEM.DRAIN COLLECTOR RAN® _ 5 g5 t 4b I 2. THE ROOF DRAIN COLLECTOR SYSTEM IS SMOOTH-UNED, CORRUGATED SECTION DETAILS LJ POLYERYLENE PIPE LAID AT MINIMUM SLOPES AS INDICATED. I-DOEFER TO uD. TOP 1NDT SIDE MOPE ARCNTECTU ASPOUT L ORA NGS) W 1 L D A N /�®1 ® W 638. (T C g.0' l,a/ `19• NIICPLAS71 3 itee PIPES CONNECTING TO INDIVIDUAL DOWNSPOUTS ARE 6• PROVIDE MINIMUM 6" RIP S I 4 W {�� 2.1 ]0"SQ. x 4"THICK A 1 c h ` ❑ jjj--- _ST_] I PIPE SIZE 5' WTSIDE BUILDING. ALL OMER DRAIN PIPES ARE SIZED AS .y TW 636.9 y ELEV. RBH=37B.30 INDICATED INCREASING IN SIZE FROM UPSTREAM TO DOWNSREAM. J000 PSI CONCRETE SLAB W 636.15 - x'S.1-' - - - �' .n - '4 ' - - -I 4. E CLEANOU73 AS INDICATED, AS DOWNSPOUT BWi (REFER TO (IF NOT IN PYMT.) E PROVIDE REWIRED BY LOCAL BUILDING w ARCHITECTURAL DRAWINGS) P L C 0i1' r �36 it. 5J] B 'F--g.�-� 538.50 ELEV. CODE _ CLEANOUT u .CRY 638.90 5?,_ • . EL V. 1 `, -x--_ I I I ap SpAp -III B -9' (kev 4' -RECESSED n 1 T B3Z EL V. -- -5 6fi 4 -- ------ -- 8 3A _--_ _ _I______ $ MAKE CONNECTIONS INTO CONCRETE PIPES WIN A FLEXIBLE WATERTIGHT - DMUP 20' 11uTamx) REMOVABLE e m .B{ 636. 3 .15 I . , "' -- _ -- ----- - -I- -- --^- ---------------- --- ----- ---- TEE CONNECTOR INAT 15 MECHANICALLY EXPANDED INTO A CORDED - - 1= RWOVA PLUG 12 T - - - - t ,_ 9 ] 4' C _ `` °PENING. CONNECTOR TO BE KOR-N-TEE OR APPROVED EQUAL. - - - ,` N T� _ _ - - - _ _ 20 i 'IN 144 '8�-12V 3.2' - � _ _ _ - _ _ _ _ - -_ 6. MAINTAIN ADEQUATE W IFALL FOR RO°F DRAIN WRING AND AFTER n1£ �I III I I _ I I-1 I-1 I SEE NOTE f] 4' SCH 40 PVCS TW 63 lo_ 1 r _ 1 COMPLETION OF CONSRUCnON - - -I - _ W WW3 2.1 I BW B.� 80 1- .g ELEV 1 E - _ �l M0. 11-Old ELEV. 1 1, 1 536.90 P 0 L MINIMUM DEPTH OF COVER 1S ONE (1) FOOT. FOR ALL DEPTHS OF WVER LESS - -"' -"-'- I I 1 -L1- 45- BEND WATERTIGHT I 1 I -III -III- =�1 -III-III-III- 11- (SCH 40 PW) CONNECTION BAT 6-24-2N1 ' S3 • 535.8 1 // , TIHAN TWO (1) FEET, PIPE MUST BE SCHEDULE 40 PbR FOR DEPTHS OF jT-TT-I-I I_�f T 636.90 1 / 1• .0' 1 COVER GREATER THAN TWO (2) FEET FLEXIBLE PIPE MAY BE USED. REFER TO -III-III-III-III-III_ SEE NOTE j5 wm ar ro A14/ BW 6.90 ` '' 1 12' OPIAWAIN i SPECIFICATIONS FOR ALLOWABLE PIPE TYPES BL1FR m]x / • Wa V'9.8�=T 't�Moy ! 5 19 d 60 LEV. j! I 33A 8. MAINTAIN A WATERRGHT CONNECTION AT ALL PIPE CONNECRONS BELOW _ \ _ B.ID _ fiV .0A ].86 g. I RAGE. ___-c__ SEE NOTE IS 6011N58LEA BLID ` ' 1 9. INSTALL ME DOWNSPOUT COLLECTOR DRAIN BEFORE THE OOWNSPOUIS ARE RIP RAP DITCH DOWNSPOUT COLLECTOR ELEV. ]'a m A`3].36 1 _ NYL S7 RAN ' INSTALLED ON THE BUILDING. ME SITE WORK CONTRACTOR 15 RESPONSIBLE 1la aya WIT 210 FOR ALL WORK TO AND INCLUDING THE 45- BEND. REFER TO ARCHITECTURAL NO SCALE DRAWINGS FOR EXACT LOCATIONS OF DOWNSPOUTS ON BUILDING EXTERIOR W wwr NEW VA ' 53Z L V • EYE✓X EL 1V. 21606.2595 `x '• •� 3] r V 5 I `� 12"N)iRLAST R ` 5 ELEV. i. 3 ' / 0yx ca )5]9]36806 _ 7 �6d1JO _ ` _ 1.6, t1 , 537.7- ®® arcwwff / r y j _-__-- 53- 1 E 53 -4" NW HOLES / 53 . 1 ro "PLACED AS `x �• BOTTOM OF SEAT WALL, a ON Salo LINE \ .44 1 CENTER TO PROVIDE DRAINAGE DEFINES 4- SOLID WALL ' •�� ADS PIPE ` • _ 1_____________L,__-x _ DASHED WE I NOI£ IF CWRrYARD ADD ALTERNATE IS NOT \ \ \ ` (`.�` I \ ` l - _ / / GROUP L]EF/FIES 4' PERFORATED '` SELECTED, CONTRACTOR SHALL SLOPE AREA '/.9't- ADS PIPE BETWEEN BUILDINGS TOWARDS EXISTING INLET. \ `• ( ,�'\ `�. ` x3 i 1 1 I ``� ( / / maa°>§=hem I a£ANOVT M. \ k I I a uT YYv1 •. / �j `,�DAS&ED-IIN EE-RVdSE CORRU PFRFO 4)ZD ffS ry � v V d SJ8.12 �aalI� GRAPHIC SCALE \' ® �v a-iisr• T ';� �;�,' ( lrNLess OTHE/iIWSE_WTED, a- I �- A l i'A 1 \ 1' / SOLIO"UNP'DEFINES 44'AO - f SOLID �WALLPIP£--N�V `I��pV RACTR TO VERIFIT IL t�Lr I 1 \ 1. w Fen )p 1 _ n 1 �� F" F 11 {\ / DHE INSTALLATION IN 24� / / `ACi1 , 1. 1-h 10 IL yy s� >` �i rF+14�Tj l 1 ! `1 \yy�11 / NttOPIAsr 00 A�INp�£r- - - / / r EXSRNC NAAM0proSi�N �// _ U VJ ` �0 3B. b _ :.'�I • `FWISIEO FLO°R I_ L i'. ' PMLiL('(f i-i_� �i �/ �� I I - �, 5J8.44 �1- I L4 '`L1 i �T-I. 1 , 1 \\C' / //i/�M •h� I 1 \' / i v �•."/ - ' - �� j� 1/ I-L I I / v 1� _ vv i_-� _1..J n, } 5 f� •'v .v�vv\'�,\v�vv�Vy �> 1 -\\LLJ in°Ps°hTFA s \ Iy ate.=hl I-r-Ir1AA£i\RRnH�rAr,'4' \ \ \\ W qq••�4 �' /� 11 I I I TIE 4' ROOF GRAN I J i\ \ \ \ \\ 1 t V 0 \ 1 i� •L 444///...,,,JJJ 1v.� I I � '{ / i �� XZ \ \\ \\ \ \ I TO UNDFJtRA/N of r I I 4� 1\ r \ \ \ RENO% $LASH RACIL SEE\ \\\� \ d U \ \ rr I I I,a . r0 eEr cs¢ IOFi TER \ p \' a 1 \ yH1dpL\sE�Pno�FR\ \ \\ \ \ W fnUJ I !` V A TIE 4• RaDF RaN III 1 IPLFroI �, a2�" RFtPLgc�+(r \ \ \ \ (� J // q �rS. N I I Ij i /^7 %/'� roMANHIXE Sic IiJ III 1( I';Y.`,'\5 Lnwu\\ \ \\ \ \\ ,� \ ^� om i 1 I %L \ \ \ \ \\ \ > , ,\ ``•, v\ \AI , �� sJeaaO s I. , .I i61n 1 ,\ \ `, \ \ I \\ \ \ \ �^t� LLI I I f - / , .. `. \ ® H i 1I /// / / // `� 71E 4•RDOF ���u I -q - \ l \ I I \ Lu V w A m � � If(5 I 1 \ '- _ I/ '�I `� `Y •�Y 7Q T q/�y, � �`_` �' \\ � �av:��"' P %� �k �QQ y %- • r�� 39 == III I I I I 1 \ GRADING& '•, , - 2 ^ }� . _ 3r PPt�Oare�A I III I) I I I ! i'� I \ DRAINAGE _ _ -��✓ 1 1 I 1 I 1 i I !�'y® PLAN i /i v_- i y _ QY 1 1 I - 1J LOW CLEAR C€ - / i \ w _ . / RIP F Y G 1 -(APPROAMpTELYT-- "`-}..= - / /I""'+ 'L]L�'iA /� 11 /I 1111'1 / 11 33'' PRAP / �A RO v�Qj u }P1 QJFTLIQ V��t DU-J{ _ i, ' /9/ / i _ _ - - _ `_L WER-EX/SLNG ROOF _ I - / / - -_ w r _ = _ - - - = RAIN_ a EXTENLt-AND' \- / FW�`Fil`l!(?r _ _'�7 _ ;v / /cyM/ / l - - _DAFI/FHHTT'AT RI _ - - - - - - - - - - It - - 1 / / / / / / / �/ / / _ _ _ _ . / / nccRERA L'iDfD' �� - _ - - - �' CHANNEL �R� - - - - - - - - - _-52o=�� - - - - ----_-_-_ _ --'15i SRUGT 12�H A2' DE - l �- ` ♦ - / / / / / / / i / �S i /� S / - - -FLOW LINE AND. RE A2 A -GO- - -- - - - - - - - 5 /ORjG/N� /�%//- 777 9£RM.�APPLKEC-2 AG- �� i/_ - -/ // /•^ // ///%// � // 1TAND'R �RA S OBT � EF/SA G;k1 CA F✓Yk5T1<tK4 \ -1 _ i / / / / // / 535�i / / // �/'T s® OF ® UPMWT RPNC49N MNDMM MINRCM PLC x x / / / / / / / / / / / DRAINAGE AREA SUMMARY WEIGHTED WEIGHTED WEIGHTED WEIGHTED DRAINAGE c-FACTOR DRAINAGE c-FACTOR DRAINAGE c-FACTOR DRAINAGE .-FACTOR AREA & AREA AREA & AREA AREA & AREA AREA & AREA A=0.83ac ® A-013ac A-0.02ac ® A-0.1ac A-0148vo 4 A O. e. ® A-0.18ac A A=0.08aa ® a=0.90 A-0.12ae to a=0.60 A=0.07ac 22 c=0.60 A=0.11ac ® a=0.90 A-0.11ac A 0.45 A-0.81ac ® P0.90 A=0.02ac A P0.67 A-0.25ac 82 P0.74 A=0.32ac AnA=024. Q A O.01ac ® A=0.20ac Q A 013ac ® c.08 A=0.OBac RA- WI L0 M AN Arch® CONM N0. 11-N3 DATE 8-21-2011 B m BY ND/9 \ \ / / i / ♦ • !-'------ 1------- � \ ♦ • 6m WIMBIE sx6us aw \ \ / / / / ♦ 1 i - ". "" m \ `wexvose • u min / ♦ •" - - ----=i===- i.\ \ i as • `� NExroxT NEC VA j $� � I , � �;" i • � I � 236o6.2sss \ \ ' F IZ-- BNED_-_.'4 f__-�- , I J5L8]}.660fi ftft \ EXISTPlQ JACK I ` \ I 1 \ \ / / `� i�-i t - L - - _ ussfuc raw �. / / t4x -0F JOUETr�\ y 1 l 1s1 off" AMDOLE � �� \ \ 1 ` 1 / /i ;P f/ qm�M 1 � /�\ Z 6. (\ I i 1 �18 y \ \ \ \ \ °� r'( R! J\ J a r 1 sj �J 6F i YM6A; \ '" ertn-\ F \N \\ ♦ \ , w`T rim a - 1 Fcvs�eR k 1 f Swe� \ \ \ • I 1 ` i h _ I _ \ I rrl'�F`�\ / i // 9tasA1. 0'O l8 1 i l%' 1 F'--y_ ��\ _i �\ �� � �, ,�\��j` '; � � - /L�3 ^O�\\ �' \\\\ j 1 I • 111 I - � _ _�_�_ _� - � - TIMM®NS ��q 3 ♦ 1 I A 1 � f .fR II I'�- J6 �.�. ' I4r R_ - --f` __ --rl �� / L.J I II �\ \ I/'� me �� � e� 1 � / 4I,\I`l1 ///'_�// ji■ j \ ( // � - _ (I i- -•! / I I /I�// \ 1 \ \\ \ ;�'1 �Lx e•avnxco 1 / :,'ry, 'I` \` \ \ \'- _\ i / /' ® N Li Ali \\ I i $° 0 �I I li ram_- .�I 00 /1^�+:c: -__- 1 f / _ v\ \�;, •//,/,/, '� ski �,- - 'I a I1.< ,;i i `` \\ \ '` �A ` \ \ zoC /�: - Iv/:G\ w IN �laL_��� � mH-y J� / � �fl I � I Ii�IN 1i"r 1 I 1 I\ I \ �uz ljj I I � I \ \ \\1 1 j _! � O y� ? l ��4 `�a� _-_/---_-._-'__ - --_-_��`""``._ �' -��_�`___� `__ - _ /•/ /* -�• l// /I I ' I/I / II/I I' / rl I l /I l/Il (// l/I I/ILL w O� w+_ -LOWO_ ME _ 'v w6WG DRAINAGE - -_ -_ - '% =�i ' / / /// ///� I I AREA MAP - - -`_-- _ _ _ -i�/// / l / / STATE PROJ. VOLUME 1 OF 3 /zZH - =7_--_%'�(/�- I C411 0 WPWKNT RW M WMAN AR0NIECT PLC j j 1 I I II 1 I I} / / / / / // % / 1 1 PRE —DEVELOPMENT X (eem e al vtru Uoa not" for Storasawater Mans,,m meet plans \,l l //I\ , 1. Alldamaevdrno eWfillwbewithva95%of=drydemitymd2%ofoptimmn � ( 1 1\ }/ 00 t , fo•- / e. awiffivecontrat MIMImamialwbeappwvedbyagwo heicalengiwr.A ftANCORN , Swawhaical mgiacar is b be presem during westaction of dam¢. 2. Pipe mdrismjoabare b beau erdght within abmawalermamgemeet bcilitim. W L D M A N 00 / 1/ J \ / 0♦ 1 J. Poraemporsryardfisa; sps a.I.newbichamwbewvvan ib i permmeel rtormweter \ \ /,l/ , mmaecmcnt fs b.o;mnedfion ienat totake plme ... of vwisrtabilizd, and / � � , 1 penoisvon haabxnob�aieed from the Comty erosion cavwlisup:cwr. A r c h i t a c t s 1 x J rr �' 1 /_ _—_ It_ -"-`a Ih T--g` — b \ \� \ 1 / \ \�( r,' Y� '" /, cau NO. a-ao DAM 8-24-2011 `a\ \\� v ` \ / I r r-/ = — _— �/l ' DRANK BY ND/ tl( _ N\NJ // � — — — 31 _ �_r our TxluelE vwArs Nro °s i //� _F_- �' �y. - 3 J �"/ \I111\ 1\ 1 \\\\ \\\\\ ///// ✓ii �l WIDE 210 NEWORT VA 23606.n5 ENS �( _—I— g\ l/if ui'L\\\ N Dp IL ell yf Ic�l�\\�y I < \ \\ \ \ \ \\\ \\\ g Jai %! ° ` Ii\r\\�\\\ \` \\\\\ \\ \\ s(zorN JA ._,SSg ii ' -_,- - / I J /`••� �� I/ r1,/� _ /�� 1I/ 1IIJ11jI Illl JIl1}I II I Ti M f' 1� i-- = -��_= = —'/ii� ///1 111/I� y I ROUP$ // �� / // //i �i� � -;� _� = � /� l �i i �/// } I I / I � �i � ��_ // ///i/,/%%/i % �i/� - =—• � `\` _=i _ =__�� _ -��� � �_:1--__ _ �i/ice/%� // / / CV _— � � ll 1 I ` 1 I i / / / / / / // / / J — ' \ \ J —� ' POST —DEVELOPMENT NOTE.' DRAINAGE TO B/OF/LTER HAS REMAINED THE U) J I 1 } } } / / / / / ♦ I , SAME WITH THE APPROVED GREER ELEMENTARY SCHOOL —, Cz �,,% \ 7---^, PLAN. DRAINAGE AREA AND IMPERVIOUS AREA HAVE .� �'�"-c ,��--- / ` -I REMAINED CONSTANT. BELOW ARE THE APPROVED ® a- \ / ♦� ftas , SUMMARY OF CALCULA770NS O U) as>.f - - - g �— — 'yam \ \. \ 1 1 / h' ` r R \�" / VY /- l ii'� _ _ ♦ I •— CHESAPEAKE BAY PRESERVATION COMPLIANCE \ ar \ I COMPLIANCE WITH ME CHESAPEAKE BAY PRESERVARON ORDINANCE F FOR THIS PROJECT IS ACHIEVED BY INSTALLATION OF A BIOFILTER Lu / \� , j `♦ \ \ --_� REMOVAL REQUIREMENT ^`\\`�\ey11 PHOSPHOROUS REMOVAL REQUIREMENT = 225 LB W1 \\ ♦ ! QI) \ , _ ,�J / I' — — COMPLIANCE IJ w U ♦` / / , u—. ,_ .�. E Iy I - 5 �� 1 v lc \ / INSTALL BIOFILTER LLI W om I`/pIIYJ�° _ III 1 f\ \� . \\a \\ J/� `1 a�` Wb (\ � I \ \ A " \`I� '\\_\t. \�\+ ���\i♦c—_\\ /\.\\\\\�\�\\\Et � PHOSPHOROUS REMOVED J \ W}Q L1 W{I70W ZjOQ]/II1� J k\gyI -J w l STORMWATER MANAGEMENT SUMMARY .J f g1.LI_I ell 1\\ , \ \ =..;r�- 1 I I I I / II I Ii STORMWATER CODE COMPLIANCE PLAN STATE $RUJ, N 1 VOLUME 1 OF 3 ` _ _ _ — — — _ — _ — / ~ — / / / / Y l l NOTE: POST DEWUOPEO FLOW TO OUTFALL IS EWAL TO PRE DEYELOPEO FLDW. \` — _ � _= j �� /G&''KPH C 1�' �REFEIt TO ROUIINC CALWIAiIONS. P PEEP I /% / / / ��/ % i/� / �^ \ _ _ %/ i f _ - �i //// %�// ' /y1N rae') NO7E: REFER 7C 'GREER ELEMENTARY SCHOOL ADD/7]ONS STORM ///j /�� _ �-�\\�� � � � � — l � � � i� � J �— ��//j j ��,�� % �'✓= 5o t� A/ WATER CALC(/fAT)ONS' BOOKLET FOR ADDITIXJAL INFQQMAIION SHEET OF ® COPYRIGHT RANCCAN WIDUAN ARCHITECTS PLC PRE DEVELOPMENT ANALnS POINT IMP (C) N IN7 $TV FLAW YR 10 DR (AC) (IN10/RR) (CYB) OUTFALL 1 0.38 1 279 4.79 0.1 POST DEVELOPMENT MP DRAIN FLOW ANALIrIS POINT AREA -INTENSITY a. (D) (AC) (IN/NR) NFS) WTFAt1 1 0.27 1.01 4.79 1.29 ((WERULAND) OUTFAII 1 0.55 3.40 6.28 3.78 (BIOFILIER) OUTFALL 1 N/A N/A N/A 5.1 (TOTAL) gT•Y� 55L STA pN TAPPING AND CAVE STAB 54L 53C FILL AREA QTYR) COMPACT IN ACCORDANCE WlH-ASI )698-95� PAVEMENT, 90$ UNDER CR 55 0+00 EEVE ALM FINAL 0 4DE 10+g ].90 EX VER TORM UNKNOWN Y PRIOR TO " 45'BENO NL0' [DEPI CON fWOCBON - STATION 10+87.22 \ CROTWE TO 6" 45' BEND PR 0E AT LEAST SE IN. SEPARA TIN 6,01 WATERtlNE EXISTING TAD'? lep I .. y7• 18" IN. p� 12" M/N. L 6" DI WATRLI IE STABO 12+]5 1.26 6XB FIR EW- WIN CAR VALVE S A'IT Y4f92 LANK ONO 6 11.25'BEND (VERIFYPRIOR TO STA V 12+80 N CONSIRUC ON 6" GAIF VALVE STATION 15+OB a PMIN. E L AST S ABPV i A "MIN. SEPARA ON) DOUBLE HECK VALVE VALVE MEI ASSEMBLY y h q Vi N O �.i y ¢1 N Y3 wx O y of b OO ry N b rho r¢ b /ViVV 11+00 12+00 I3+00 14+00 15+00 WA7ER-M h)al/t7C<7��7�YN:irr[ �il`%9 A18- NYLOPLAST DRAIN BASIN W/ PEDESTRIAN 32 H-10 RATED CAST IRON GRATE 34 MOT STANDARD MH-2 36 MOT STANDARD MU-2 18" NYLOPLAST DRAIN BASIN W/ PEDESTRIAN 38 H-10 RATED CAST IRON ORATE ® MOT STANDARD DI-3A, L=4' 18" NYLOPLAST DRAIN BASIN W/ PEDESTRIAN 40 H-10 RATED CAST IRON GRATE KEY CIL HNAL GRADE RU. HORIZONTAL GRAPHIC SCALE M R 1 Ivch = 40 10 It VERTICAL GRAPHIC SCALE xIN MT (� 1 i¢uh - 4 2 NOTES 1. PIPE LR07HS IN PROFILES ARE ACTUAL PIPE LENGTHS FROM CENTER TO CENTER OF STRUCTURE. 2. ALL MOT STRUCTURES GREATER THAN 4' HEIGHT REQUIRE MOT ST-I STEPS I ALL NYLOPLAST DRAIN BASINS REQUIRE LOCKING TOPS A ALL STRUCTURES (INCLUDING NYLOPLAST GRAIN BASINS) TO HAVE INVERT SHAPING 5. RCP CONNECTIOMS INTO NYLOPLAST GRAIN BASINS 70 BE MADE NTH A N-12 ADAPTER FITTING. � ¢ n n nn y Mry a n `� u3h n� afh va R FILL AREA (TYR) n�� C'i hk c5 0 �� "lti1` COMPACT IN ACCORDANCE II UNDER;22 540 BOX PAWMENT, BOX UNDER F?L 52C n� y� y ad aµxvf 2� EX 15" RCP N EXl LING DEPTH UN NONN (VERIFY oCIAOE IIIl"5kq PRIOR TO ONSTRUCRON) / � e _ \ U'N 7 12" MIN 15" MI F AL SM.. 35 SEPARAB SEPARA T 2N GR IDE \ 33 N STR. }" 3TA ®l.04$ _ \ �t-TOP DAM=529.00 3 28.99 15" CUSS /% Rcp 8594 ra f 31 -EMER NCY SPILL WA) 52Z50 N 15" CLASS 111 P O L50.T B e 100 WSE-52Z0T ®m0.86XSLOP 15"CUSS//� - ---_- =526832 P ® •SOX SCOa 2YRTOM 29.01 L/I RCP YIIO T i 0.66X SLOPE " CUSS III RC - SRL12 25 \ E NAL 5" MIN GRADE SL ARA IION ® 1.39X'LOPE 15" CLASS TO RCP ' \ MAKE WA BCHT s4Q b CONNEC ION T \ T T9 IMBED 15'ER UST 6" J RISER 6" ' CC BASE FILL RISE NCRETE N CREIE TO IN ERTOF OF 9db OUIFALL PI E q ro 4 E b M q q N b M y v N w V N < a M ^ n ry p TU+UU 17+00 12+00 810RETENTION MAINTENANCE INSPEC77ON GUIDLINES ggatrkovvra'Ivrpadlv¢CPWellnw lbabll¢wiugmemtmmmeodimwctlw euideBmsamm[klmdslw beeMwcWeiv<. BP<eifi< PuilidwwYm4WaaddiNooai meuuw midiu adhne. AxcidWv¢rc<m®ma<dmi¢kvmmfm biw<YVEo¢mm b®vmi¢Tapk J.11d. ihekb@ gives general guidmw rePrakN meWode, firyuemy, and eom or ywr far meio4¢mw. U�hebv plee�l wmmuor'tic<[wd b h<ema very acidic due b pm<ryikaov u well v W e w0umwy ofefmm wakrrimoH. Pm[biareuw,i[uxwommamei tbm tlm epphwMmo[elfrnlive,ewhu L'mulow, be moekwW w<e b[w.w ayem. Se4ug vfWe pH o[[he orOmic lrym eed ral, mowa Prcude am limmbm.ppBc�w mdmamma w<emcmt Prlimwl®<aBwmc saN km¢g ahawa a w¢mmka mmmNr m mm me.wmWgdw PtW,;o, em bwvy mews <.¢ be OckC� m pmm W. O/a a pmkd of Dox, hury me W v and mho mue auhmemw wiLL � ba<cumdekk WemBand[he Pk¢h. DekfiemaWv mvimoseu<hnlmplpdf uW gum ewe4<euggertecc muhRo¢efmxievevdhwvymeWvwiWinfivaywnofimbNevw. irawwa, dmu u m vwlhvdologyb wdmakamievelotWxic mabnale W tlmblmelmfiwamuaimemvoQ mit, and plmt"".^"imiafinwillvaryficm eik W&1e. AnWetaticxubnmvw�Wek, �hePluYbiobgkfim<dovevmybeeoonimpairzQuvdlhaPlml meY mPviwwdwmfW gmwtlefollowedbymmkgry. She bwW wilhmthe wil rmslaobwom< voideud ka vowel mil<hemiahymeyba dtmW. She Pmmkdromeaaum would ivclWe We rmPwlolW<wnmmivalelwit loromecuw,mmwelavddiewmlofine mummabueuw<B u vhe plavl mewiJ mgY ba mau'uM Mulch Biorcketlw erem xhauM be mWchW we<Na plmavg olhma and ehmbe hu wwvred. A¢y growl wvw epeafiW uPlay meY he iewlied oeee We up.huhm mutchN. Grouvdwvm wkblkhai by mdWg mdbrc¢mbdugotgmu uWWdeolh wvmN with mold. Av mpoNY aipM of Mvd5wp0 u<hi1RWb N b htig¢ ertu tlut requVe figk maiWmeece, CmkivPlmtepwiw evolve mtimmeucepmblmwAmb dmppivgof [mhmoWmpwaemofthe plm1. AmWwpPblemweludw Plmb, PrimmilYtrew, tlm[me ammphbWb wivdWWw,whi<h emtw epakvlielhveNbpcoplemdya¢puly(pd�edwu). Aaamulr,eme➢lmtapecmwill be i®IkdblW a bW.¢¢wC ertm. 0¢g¢mg em¢donvg evd meib<mm<e h viW b meavmalleuwwotbioralaetim erwe. A¢mW mvlvkemw w0 be �NPMM fur Pkm mgfmlal, mulch 1.yw, ead mil IgYm. A maivvmeme eebcAik ahwdtl ivGud<Jl o[ihe mek romidmliom dimvuN below. the meivkheua mMMde um<hY ucludu maivkuevice u Pan oI W<wmhucgm phase o[be PWI<m W (oc pfe ottlm duigv. A<xeuplcmeblmmce vchNWeieilmw¢iv1TMa J.Itb. Mdmmmw reBPh®mb wW very drymdmg w the ®Pmbe<e of awWctiu. BaN and mulch kymmaivk¢mcewal6emW Bbelylimikd b wn.&g mwrofmm Replbemwt ofmwPb kYmvmaYhe ve<axmy everytwobtluw ywm. MWch aboWd be mpk<W ie lbexpri¢g 14hm iham MYmkmplMa Pmbu 4ywabaWd6ammowdfireh PlmtmuaiW WNe<P wBl wclWe edtlrevwg pmblmv um2mkA widx &aeaee or imM ietemao¢; mykcivg dud plevr meMkL e¢d mYvaceeeuy Pumiug. Care mml be hame W p W 0e bimelmdw buiu ftm.1w. eWimwb g N<dimg <6ed V/hmevm eddmuW leml dwvubmg gm w bdme Plow wihe me d/Jvmg b rbe b"_' .ffi vam deedwmt wuhclmmsmwwblfmWlWpmmplxamemWde.ardimmbfium the buim Pvrvtmmw hued aPmbl mecum ovm evd ahaw fhwe+Pm5div Wa YngWa Src.<lon W SedMUN CendroT HandgeoA, lever �tloe, ¢vy 6e <e9mmd b mane [hut tlW biomlmduobukh¢c[tlwegedbYm<hkaadkb¢bevw WhmemdmvlhmahMab�gmvwme m<dd¢ingthexoowmsmg wodiWPm bPmvida aufio¢wxoWwgampetmg bbd�vbwg b blPrctmbw buuu, Om pevmmt ehmdd be pwalvecmw awry[ u <Pw u fwrmug wwgm abaVab prevm[demugeb Wa bmim. G .w wutr¢ello¢ mtm f¢r sw.m mmMa¢egemmrplmx 1. ALLdumv and w¢ebuckd fdlWbawi0in 95%.ofmuimum dry dmhyevd TA ofopdmum mouhw metmt AllfiLL mekdalbheppmvW bysgwucbniW eegimm. A gmkcF 'W mginembbbapmwvt dmivg wumucti¢¢eidem<. 2. PiPe bMriWrJaivk memhweWughtwithi¢vmrmwmrmumgemmtfecilitlw. 3. Portempomry sedimmtuepe ct buim whiehuab bewnvemddmpbmmwtele�mwga mamgemmN fmaiaw; whven ion ie ml tc ktr platy uedl0m tlk u NebBittQ uW pamirsion luhem abbinel fmm 0e CPwry mcebv w¢wI inryevbr. 13+00 74+00 15+00 PARICMKi LOT TO BX)PR.7ER BIORE7ENTION CONSTRUCTION SEQUENCE 1. REFER TO EROSIONG C21 2. GRADE BIGRETRTION AREA TO ELEVARONS SHOW ON PLAN AFTER ALL DISTURBED AREAS NIBIIN THE WATERSHED HAVE BEEN STABILIZED AND PROTECTED. 3. AT THE DIRECTION OF DESIGNATED INSPECTOR, INSTALL EROSION AND SEDIMENT CONTROL MEASURES FOR THE BIORE7ENTION AREA. 4. REMOVE ALL ACCUMULATED SEDIMENT AND GRADE BIORETENRON AREAS TO PROPOSED BERTHS USE REURWLY LIGHT, TRACKED EQUIPMENT TO AMD COMPACTION OF THE BASIN FLOOR. AFTER FINAL GRADING IS COMPLETED, DEEPLY TILL THE BASIN ROOK WTH ROTARY TILLERS TO PRONDE A WELL AERATED, HIGHLY POROUS SURFACE TEXTURE 5. LINE THE BOTTOM OF ME BIGRETENBON AREAS WIN CEOTEXBLE FABRIC. INSTALL MOT P INFILTRATION STONE AND PVC UNDERDRAIN$ WRAP LAYER OF STORE WITH THE GEOTEXPLE FABRIC AS INDICATED /N ME DETAIL 6. FILL BIORETENTION AREA WIN PLANTING 59L Z REMOVE TRA5H RACK AND INSTALL GRATE TOP. 8. INSTALL VEGETATION AND GROUND COVER SPECIFIED IN THE PUNTING PLAN (REFER TO SHEET L1.0) FOR SIORETENBON AREA 9. INSTALL 3" MULCH LAYER. 10. UPON AUBIORIZARON FROM DESIGNATED INSPECTOR, REMOVE ALL SEDIMENT CONTROLS AND STABILIZE ALL DISTURBED AREAS 16+00 10+00 S77? B 40 TO 877? IF 34 Para ME 901FIL MR SOIL WILL BE "LUCK BIO-FILTER MIX" OR A TESTED EQUIVALENT APPROVED BY THE COUNTY ENGINEER. BIORLTER5 MUST NOT BE INSTALLED UNIT THE SITE IS DETERMINED TO BE ADEQUATELY STABILIZED BY ME EROSION CONTROL AND WATER RESOURCES INSPECTOR. IRE WATER RESOURCES INSPECTOR MUST INSPECT THE UNDER -GRAIN INSTALLATION AND APPROVE THE SOIL MIX PRIOR TO BACKFILLINC THE BfUFILTER, AND APPROVE THE COMPLETED INSTALURON. CONTRACTOR SHALL CONTACT THE WATER RESOURCES INSPECTOR 24 HOURS PRIOR TO SACKFILLING THE BIOFILTER AND REQUEST AN INSPECTION AND APPROVAL OF THE UNDRORAIN INSTALLATION AND THE SUIL MTX 6' MIN WIDTH TOP OF DAM ELEVATION - 529.00 1.5, SPILLWAY SEC770N NO SCALE FINAL GRADE REMOVE TRASH RACK AND INSTALL 15" "STANDARD" FINAL GRADE f599-CGS H-25 CAST IRON CRATE OR APPROVED EQUAL 15" NYLOPLAST BASIN STORM STRUCTURE /2 REFER PROFILE CLEANOUT WTH WATERTIGHT CAP (TYP)� RIP RAP FOR£BAY ROO,P E[EVATION 52500 STRUCTURE /3 f2" 1 ' /• ����// _ STRUCTURE J25 MOT END SECTION / / - N /r..\'" RIP RAP CUTLET PROTECTION NR ( 3" LATER OF MULCH FOREBAY, "LUCK ? %' 25' WO -FILTER MTX" (OR APPROVED EQUAL) /\<� LAYER MOT gf S\� \� TONE \%\Y yJ;yi�.. '/T`v '\ M?AP STONE WW GEOTEXTILE FABRIC OVERLAP FABRIC 12" 810nL TER 6" DIAM, PERFORATED SCHEDULE 40 PM UNDERORAIN. CONNECT TO TYPICAL SEC77ON STRUCTURE 0 NO SCALE R AN CO RA W I L D M A A Architects PLC COMN W. I1-013 DALE 8-2F20I DRAWN BY HIM 601 IW m wks Mw 5011E 210 hDNPWKn VA 23fi0g. 5 79.673.5606 TIMMONS GROUP y\1I Wr^ U) J m O O 0- 2 '�7q V ''U^ VJ J O }[.� aj Q Lr- > z O,,� z ^W� LLJ er-> Lu �Z J Wu) O WV/W fr c- J LIJ Ocr Q VOLLI /m STORM & WATERLINE PROFILES AE C5s® W i W c (D COPIRI(a1T RNICORN WNMM MU17CM PLC 0 a MW MCMN ffl� MWIM rs arc I - I I IN RED GRADE 1•CRgMFEp I POURED IN PIACECONCRETE GRADE MATCH 1 12 -- MM. FLUSH WITH MADE (' SHOE CONNECTOR DETAIL #2, L2.3, RE10.ECT 0d DAY EX CONCRETE STOOP E 1 ��� M1 m COMPACTED SUB BASE MGM Ex ROOF DRAIN SO THAT - WATER IS DIRE CIEDIMOUPPER LEVEL OF MODULAR RAIN LARGER PERVIOUS PAVING DETAIL 95, 1Ht3 DWG CRUSHED STONE PAVING 1 ---- 1 III' e III MODULAR RAIN GARDEN DETAIL 44, THIS DWG _ - I=1 - TTTI (4) 36' HAND PLACED DETAIL #1, DWG L2.4 (4) 6 x IT COMPOSITE�1J1-1L iF i- FIELDSTONEBOULDERS, CONCRETE CURBR RASED PWCL3.1 "'^' 4?.4`3:- I � IIT-II - - fl VDOTST021BHTONE aASE VDOTSM21SSTIOn HUSWM ER3 OEI'A(L#1,TW5DWG DETAILTE =11j- _III -ITT ,,,-I FSHED STONE PAVERS SSEXDETAITORE PAVERS STEEL EGGING EDGING O _ �- _ L ,...,I" � -i I -11 -L�[ --� -I-I ii�TI-T- CRUSHED STORE PAVING f,9 m-III STEELEDGJNG I=III-II I CURB RESTRAINT I MULCH k NO ge �, 4(. � �:k I ECEDGIN 6 A____4 6 __________ _________ _ .,... r •, ,�' TT-g' i1MfL IMP NTS, A t 1 ' + 'k' _-_ '}' 'F': CONTDEPTH oRCLJO D L' �' P A' A + + ... IT, ++i+ ++++++ REFER TO Clyl DIGS FOR tif74+;J' ®M•OEPTH Y%I`S6IWNE SE4LNR " ;' ♦ \.® ++{�/\ ++ + PRW OUTSIDE COURTYARDS SONG+++A�t�� +j+++ ■ 'I; I E.FANSIONFlLLERWIPPEMOLDED +++ t � +++ r + +DE b#3; + I °I, LIGHT POLES WP, - TO EIECNU DWGS REM CONCRETEW PU( 1+ DN.-3 I LIB S 1 a O 6 \ +. + +\ 4 MPR I SIGN LEGEND: 4 .[ -A. + ++ + 4 1. RAIN GARDEN 9° OVID IG 218 STDNE9ASE W ` ANgMA NPy# T 1/\A / YMULCHRAIN B� DWG;" I -0 3. NAMET EgEBSHRUBS _ I I I=II I=I Ii=11 f=I I I_I I—III=I III=III=III—I Q�%GCf.1PACTION —11MC<EDBUBB SE #i WE \\ \\• -I =I ADW ILZ.A. \ 1 4. CONSPERMERVATIOABLE VERS S. CONSERVATION WNDSCAPING J ![ 3 I�a n "• t I MULCH _ ■ ( ♦ INTEGMLLYCOLORED CONCRETE PAVEMENTISIOEWPLN - Etl\V/b I MULCH 1 e CONCRETE SIDEWALK PAVING SECTION %a STONEAMPHINIWTER I/' .II - I 4 NOTTOSCALE DETAIL#5, DWG L2.3 SCORE CONCRETE DETAIL#2, THIS DWG I 5 Tx2'x2STONE CUBE P), MC p e STAIT(TYP)BELOWEDGING 2CONCRETE PAVER ESSE%STONE wSAND SWEPT JOINTS DETAIL #1, DWG L2.2 EXPANSION MINT (WP) 20' O.C. _ I. ./ ° - ql. I a I 4 9TEEL WNDSCAPWELD ni .•:u],n.• n': )'. :' 1'. CLEAN. PS1M C33 CONCRETE SWD [ONCP£TESTEPS (,DWG E), •. ./ I GREER GECKO IN CONCRETE (NOANIMAIJPIANTIMPRINTS) WELD LOANERS CORI VERS 4'VDQTSTD210 STONE BABE OETAI ,..... a \ / DETAIL #4, DWG 12.4 — _ ®B5%cOmPAcnOn COMPACTED STEEL EDGNGn�SEAT STEEL EDGING - �` I I// WALL Di#5, DWG 12.2 t5•sreEL STAKE III —III —III —III —III —III_ III=IT=III=T-III-1T1, BNBWWE BUILDING COLUMN (RYA) DETAILPRCHITfCNNU. DWG 20'OC EXPANSCOPE / SCORE JOINJOINT(S' OCMAX. JOINT (lYP) S' OC ` 1 u ESSEX STONE PAVING SECTION C / PROMISED LIGHT MR) (18)24 Wp HAND NOT TO SCALE PLACED FIELDSTONE BOULDERS DETAIL#3, DWG L2.2 C FLAGSTONE PAVING STAXE)"(TYP)BELOWEDDING - 'fye4''t•`'•�:I:Dav:I.�.>: ..:Y"::"t `b'. COMPOSITE BOARDWALK �J DETAIL#J,DWGL2.2 .�.'..i:"..:� L .'.. "•':.i,.Y�''s 41,;i.i ` `� MULCH A STEEL LANDSCAPE EOGWG j'%s'.a.^r. TCRUSHEDGRAVEL CRUSHED STONE PAVING WELD CORNERS :,- "��`._��..'•�.':d•a•:f:-3 {�i1 LUCKSTONEHUSTIC REO DETAIL #4r THIS DING �( MULCH a OR EQUAL (2) COMPOSITECTRCUWL �� _—_—_—_—_— PODs0TDIAMW. ,, (3)t0'ESSEX STONE 4 15'STEEL STALE LII—III=III—III—III—II COMPACTED �� O STEPPE RSAT GRADE a IIZII—_III=III—,]IElI- sue BASE #(O O DETAIL #4, DWG 12.2 ® C %1 CRUSHED STONE PAVING SECTION 4 MULCH VR 3' x TCONCRETE PAD -n— NOTTOSCALE ` WITH RAIN TANK r MULCH r DETAIL#1, 1-3.1 - III CRU6HE09TONE II� e"T,4M' p I SFWaU CONCRETE PAVER ORAPPROVEO OVEDEEDUPL _ J FILLVOIDS WICLEPN YOALDERMRLESTONE, COLORGREENCRAPPROVEDEQUM- u� - STAKE I'(TYP)BELOW f WING STEEL LANDSCAPE EDGING j•%5' >••f:': e:' / ` • 1'. CIFhV, A5TMC33 CONCRETE SAND MAX WELD WINNERS 4'VWT STD 216 STONE BASE y 0 95% COMPACTION CO T ,I 1=III=I I I=I I —I I I=III=1 _ WSTFELSTAKE III —III —III —I I_I I (_I I COMPACTED .—AHE O PERVIOUS PAVING SECTION 0 NOT TO SCALE ` 4O IW ! I PERVIOUS PAVING 4" PVC LATERAL B I 33�� , �O 4" PVC L A T j o 22)P�E A �E o DETAIL #4, DWG U L2 If M SCALE I' lo' I N® RANCORN W II L® Arch- PLC OWN NO. I1-013 DAIS 8-2F20 DRAWN BY NoMo 601 HANDS SHOALS 60 SHIRE 210 NEPoRT NEWS VA 23306.2595 757.873,006 �,PT,ALTb 01 O CB.CBC.L OOO46146 Lie Nn !7� I 7111 SOAPS A& : I' 1 TIMMONS GROUP ® 1 (D U) U U) `�L•( / LV� qo:� cc z Y0% Iu Ir} �7C)z J cCi O LU (n w C _J Ir cr W O< `/ \ Q COURTYARD HARDSCAPE PLAN 3TT�AApTEoogqPROJ. 8 ✓OLUME 1 OF 31 L2.0 SHEET swo OF OF 0 IxMm HT RANCNM WLOWAN ARORIRC35 PLC 0 CCPiIi T RMM NLLIIAN MANE I$ PLC STONE CUBE SECTION NOT TO SCALE 3 FIELDSTONE BOULDER SECTION NOT TO SCALE • SUBMIT SHOP DRAWINGS TOARCHITECT& IANCSCARE ARCHITECT I/T # G/ FINISH GRADE 2-VOOTS102113STONE BASE SUB GRADE FIELDSTONE BOULDERS, 24'-36' AVERAGE DIMENSIONS - }BELOW FINISH GRADE GRACE , BOULDERS SHALL BE VOID OF SHARP EDGES I ICI I I.' • :..: . OS'MIN 1ZEt:ti •: 4 -11 �1 COMPOSITE BOARDWALK: SECTION AND PLAN I NOT TO SCALE 1WOODMULCH �_ MULCH TRAIL SECTION NOT TO SCALE Iril � 1'RTOOLEDEDGE INTEGRALCOLOR TSMOOTH FORMED FINISH ICONCRETE (3000 NO '• 2" DIA PVC WEEP HOLES @1T'O.C. 19" EXPANSION JOINT rCONCRETESIDEWALK / SLOPE TO DRAIN, MAX2.0% CONCRETE SEAT WALL SECTION 5 NOT TO SCALE DE 121E STONE BASE r, ESSEX STONE STEPPER NOT TO SCALE .L NON COMPOSITE LUMBER TO BE NON TOXIC, PRESSURE TREATED. JL EXPOSED LUMBER TO BE COMPOSITE DECKING. .L LUMBER SIZES SHOWN ARE NOMINAL. L FASTENERS SHALL BE HOT DIPPED GALVANIZED. DW RACTOR TO COMPLY WITH ALL LOCAL BUILDING CODES. WIDTH VARIES, REFERTO PLAN NEW [� LyT „•LL yY • ,uT- UNDER DRWN — — ' DETAIL#2, 5 CONCRETE STEP SECTION NOTTOSCALE O.C. (MAN < TX4'KEY b _ I -I • (4)#5 SEEM REBAR EACH WAY@IT O.C. 4-AGGREGATE BASE #4 REBAR CONT. @NOSING, MINT CONCRETESIDEWALKOR COVERAGE, TYP CONCRETEPAVERS, 1TTREAD DETAIL 12 or RE, DRAWING L2.1 f a'. 1%TYP. a� a '••• Y' _ 6-LONG STAWLESS STEEL DOWEL IT O.C. • ".�� WHERE STEPS MEET CONCRETE R a• `- 9.. W4 REBAR@9'O.C. • IIIII r METAL DOWELS & I_ SLEEVES®ALL CONSTRUCTION& — -I EXPANSION JOINTS DECORATIVE TOP CAP TW COMPOSITE TOP RAIL WW WOODCOLUMN, REFER TO DWG St FOR DETAIL 4-W COMPOSITE BALUSTERS 4' O.0 Tab' COMP081M BOTTOM RAIL TWCOMPOSITEDECKING 1"4' FACIA BOARD REFER TO DRAWING SI FOR STRUCTURAL DETAIL GENERA -NOTES: 1. ALL DECKING & RAILINGS SHALL CONFORM TO LOCAL BUILDING CODES 2. THIS DRAWING IS FOR DECKING & RAILING PURPOSESONLY. 3. ALL COLORS TO BE SELECPE0 &APPROVEO B` OWNER. 4. REFERTO DRAWIND 81 FORALL STRUCTURAL COMPONENTS. COMPOSITE! DECKING & RAILING @ BRIDGE ° NOT TO SCALE RANCORN Architects PLC COMN NO. II -OM DAM 3-24-2011 DRAM/ BY NG)WAL 601 BINBLE %OALS E-W ME 210 NEXPDItf ME VA 2MM25M TSZBTJSSDS TIMMONS GROUP \I W'^ V/ J (� O -� ® a" U' V^� J O ry- >z Fes- ® m Z �> LLI �> LLl � D COO LLI U).. r_j W OQ Lu r�1K' 7070 M V <Q COURTYARD HARDSCAPE NOTES & DETAILS L2.2 0 CO MORT RANCORN NWNNI ARCNIRCTS PLC sIET T 4'XB'PANEL TUBE, 3.5.O.C. I? FINISH GRADE , CRUSHED STONE • FRAME: CONSTRUCTED OF 3-BLACK STEEL CHALKBOARD DETAIL NOT TO SCALE i o I I 1 I I I I I I I I I I I I I I I I I I 't R-4929 ANGULAR R-4929 style Downspout with Brass Cteanout DOWNSPOUT _SHOE CONNECTOR NOT TO SCALE MAL 'PRODUCTPRO EWAL UISYNLAWN SYNLAWN 2MABUTMENTROADSE TOLL i,A{i,if�ryl�Ila ��Ui f1 II A r tis3ssti: INSTALLED OVER STABILIZING GRID 3 SYNTHETIC LAWN DETAIL NOT TO SCALE 1^=5, SECTION B 1.=v SECTION C 1'-5' nw a — �wwurwan..a aaa+ww,a vo uwva+ w�v •Riir_awwwvau.mavw.nw ®�®w vwnwvwan®v ' COLOR SELECTED BY OWNER 'SELECT2C01-0RS (BASED ON SCHOOL COLORS 'QUANTITY= 4 STANDARD SURFACE MOUNT 1 IN GROUND MOUNT r� TABLE AND CHAIR DETAIL NOT TO SCALE 538- ®v��rwN�ax wi.• wvsL IW�m .+w.aiw wIn naafi Y�RY�^i^• w4YTlsuYRa1 o.ww.r+w O ®vw�r NOTE: ADA TABLE TO BE SURFACE MOUNTED ON CONCRETE FOUNDATION. FOUNDATION DIMENSIONS TO BE IW X 18' SCALPS AT 30-DEPTH. POUR FOUNDATIONS FLUSH WITH TOP OF SURROUNDING ESSEX STONE PAVERS. 'ORAPPROVED EQUAL PRODUCT 1 \ 1 \ 1 \ 1 1 8' MINIMUM OVEPIAP 1 \ 6NT THICK BY 2gx 4'WIDE 1 SENECA BLUE VEIN LIMESTONE OUTCROP TYP NATUIWL SEAM FACE AND TOP, 1 ` � IRREGULAR SHAPE, GENERAL NOTES: MGTLT AULJONT5 1 -ALL NATURAL BTONE SHALL BE PPPROVED PRIORTO -� TRAMPORTATIONTOSREBYBOTHTHEOWNERIS 1 --�- LANDSCAPEARCHITECT. a-T. -ALLBTONE SHPLLBEVOX]OF SHARP EDGES. BW BNp -_1T-ALLSTONESHALLBEHAND 1 1 I \ I \ EX BUILDING —1 1 \ \\ 1 8, T \ \ I 1 \ \ 54D_y_, \ 1 \\ 1 \ 1 1 1 }MULCH LINE I J I 1 I V L y STONE AMPHITHEATER PLAN 1' MIN. GAP BETWEEN NOT TO SCALE E%BUILDW3aSTCNE I I 1 1 1 EXBUILDING i 1 GRADE - S' MINIMUM OVERLAP NATURAL SEAM FACE AND TOP, IRREMI-AR SHAPE, DRY LAID ft ANCORN WI LOMAN Arch- ® PLC mm NO.. II-013 DAIS 8-24-2011 DUN BY midivu 601 Mau SHOALS aro SUM 210 NMMT MIS VA 23808.M5 752.873005 ED TIMMOMS GROUP N J \ 1 /� V O+c O CL 'X^ N VJ Q ` - Co CC /Z ccc Z > W r� � W _ J Wo W U)W c:J W �cc _ Q R -0m V QQ COURTYARD LANDSCAPE NOTES & DETAILS ® OCFY,SOIT NANM DRINIM ARGIRECIs KC r� STONE AMPHITHEATER DETAIL � NOT TO SCALE 4-COMPACTED VD0T21B STONE BV SE 1=1 L2.3 REVERSE SEND TRAP OR HOODED OVERFLOW, REFER TO CIVIL DWGS FOR PIPE SUE DETAIL WRESERVOIR- CONCRETE c°Ra RESTRAINT SYNTHETIC PVC OVERFLOW OUTFALL PIPE, REFER TO CIVIL DWGS FOR 512E & MINIMUM SLOPE INFORMATION — SECTION: COMPACTED @ 95% 6' SLOTTED PVC PIPE 2A'57STONE 6' DEPTH, 4W ROUND 3' 4'-11°I- 201_51 4'-5�a ffei U/ Greer Elementary School FRIEND Details .I 1 MODULAR RAIN GARDEN E EX DOWN SPOUT DISCONNECT EX DOWN SPOUT & ADD DOWNSPOUT SHOEOONNECTION ADD DOWNSPOUT SHOE CONNECTOR& AIM NEW CONNECTION TOWARDS CENTI OF PLANTER, DETAIL N,DWG L2.3 STAINLESS STEEL PIPE w7 PERMANENT MOUNTING STRAP PERFERATED DRAIN, REFER TO CIVIL DRAWINGS FOR DETAIL ` SUBMIT SHOP DRAWINGS TOARCHITECT& LANDSCAPEARCHITECT j I I Soune=T, sro m a0rne all rA'B 9, her sal D I- 24.50� /'\ / Icibe aluml0am xtvsion, for Pei leplacentai i "..'ell toT me usrg ,ampeT prods %'{Inye;rNets '$EMON D-D ! -6 r al r� 0624x13L�- ndh Pedestal Exhibit Baae nations Group aeangesand P1 [81' Changes antl Re'iew5atin A 23e55 LTh17314hiijel QLY: TOD Date»&y I315 Cak RoadOtb TTT�-�' g.:72ii ,FAtSWAsuhmlt j RIOI'z R4.265A900 - yASr i — a ;; + ifi a 5e 'O 23'-7" e ai a i3 Ao ifO z N 2� 09 r� l Dx / g g a 41 In a33'39 ,f si -1I RC! Aa.? Siai b I C a ^ A i=Y 0 ,D G a 3. ";� I ¢F tIF IFI a ST I� it 6� Ill ° �I'g ! !� iit I[ ii 0 g o piip g ®i ' Its l�l , p it :a ; it � ! 7 I.;I111 III ill is I GREER PROJECT $ of$d egg 3' �z T OPTION 1 11'111g M Rai GENERAL NOTES: SHADE SAIL 3 1, INSTALL SHADE SAILS PER MANUFACTURER'S SPECIFICATIONS NOT TO SCALE 2. SHADE SAIL SYSTEMS INC. 16061 3. LOWPOSTSHALLBENEARESTTOTHESOUTH 4" MIN DISTANCE FROM SCORE LINE OR EXPANSTION JOINT 51 PLANT PRINTS AREA SCORE LINE TYP ANIMAL PRINTS AREA GENERAL NOTES: 1. ALTERNATE PRINTS (ANIMAL & PLANT) EVERY Vi CONCRETE AREA, DENOTED BY SCORE LINES ON PLANS 2. (6) PLANT PRINTS PER 5'xT SQUARE 3. (8) ANIMAL PRINTS PER 5'x5' SQUARE 4. RANDOMLY ALTERNATE PRINTS 5. PROVIDE A 10'x10' MOCK UP, ON SITE FOR OWNER & ARCHITECT APPROVAL PRIOR TO CONSTRUCTION 6. DO NOT SHOW ANIMAL OR PLANT IMPRINTS ALONG TIME LINE AS SHOWN ON PLAN ANIMAL & PLANT IMPRINTS DETAIL: CONCRETE IMPRINTING DETAILS `ORAPPROVED 4 NOT TO SCALE EQUAL PRODUCT 1-1 6 GENERAL NOTES: ARIAL TEXT 1. DO NOT SHOW ANIMAL OR PLANT IMPRINTS ALONG TIME LINE AS SHOWN ON DRAWINGS 2. ALL NUMBERS SHALL HAVE A V2" IMPRINT DEPTH TIMELINE DETAIL: y , � 8 !/7 ! •xt ��x ldin Y �E?F flee.. 5� (5-I/L �e p �e ARIAL TEXT 4" IMPRINTE NUMBER LETTERS, RIAL TE TRU RTH 61" COM ASS iN r zb m r SCOREy LINE TYP EXPANSION ysT' s� JOINT TYP a VL6 wa 'Ay N 1/2" HAND TOOLED SCORE LINE 9 GENERAL NOTES: GENERAL NOTES: 1. DO NOT SHOW ANIMAL OR PLANT 1. DO NOT SHOW ANIMAL OR PLANT IMPRINTS INSIDE IMPRINTS INSIDE OF 6 x 16' GECKO OF 10' x 15' SUNDIAL AREA AS SHOWN ON DRAWINGS AREA AS SHOWN ON DRAWINGS 2. ALL NUMBERS SHALL HAVE A 112' IMPRINT DEPTH 2. GECKO IMPRINT SHALL HAVE A 112" IMPRINT DEPTH `ORAPPROVED EQUAL PRODUCT RA- wIL- Architects - ® COMM 110. 11-013 DATE 8-2a Nlt DIUM BY MAW 601 TNMBIE 91 BUID SUITE 210 NETPORI NM VA 23R1&2595 757.87116W r'1 TIMMONS GROUP CV Cll J � o= 0 E1 U) � >Z a< OF3 F— Err Z 7`Q)� WEr cW i:) J (Z0 W cn w Ir E J W oQ W Ow It -0En o QQ COURTYARD LANDSCAPE NOTES & DETAILS 91ET Of L2.4 ® CCPYFIOTT RANCQN ISIIM/N PROM ECTS PLC m II-013 Hell WAL &`A NS P OD PE KAJ © OJPWW FANt011N WLONPN MMIRCIS PLC } "'•'—'"'=�YOSI^�^`s'R'�^"4'(•..�- "-�� fVICK 91e ucreen' REMOVE ALL STRING, WIRE, AND BURLAP FROM TOP >� YIWELTfP. OF BALL I PLAN ~� MOVE ALL DEAD, BROKEN, DISEASED MID WEAK l'BQUNDOq W4 AE BRANCHES AT TIME OF PLANTING 1U9E5TE P05T INSTALL SHRUBS SO THAT THE TOP OF THE ROOTBALL IS MST TO POST CENTEII$ •+ POSTCAP 51aT/SID9 AT THE SAME GRADEAS ORIGINALLY GROWN OR I-2- PAn[L LUNGf1144`, TIP •••jjj((( ABOVE IN POOR DRAINING SOILS. DO NOT COVERTHE TOP OF THE FOOTBALL WITH SOIL —' MST IQ MST CLENE __�� 11"51 N4 51W51g5 OPTIONAL 1-2- SHREDDED HARDWOOD MULCH KEEPAWAY FROM TRUNK PMKL '"Ti; in. i'COMPOMULCHU III N ROVIDE MULCH UP AND OVER SAUCER , Q W SAUCER 05156 MSiWPSMWNTEO TYPAR PROFESSIONAL LANDSCAPE FABRIC !M°+ FNOxfWEACXe FA[jILOCALION 416 FANEE555TEFI.iJ(SffILVI.fYR F 4x6 PANELS: _ MOVE CONTAINER SCARIFY PERIMETER ROOTS. ® I6OCLIPSNTBWNf AND 068 CONTAINER W l P BAOOF PANEL p^ Minimum PLANTING PIT WITH NAIVE SOIL. INCORPoRATESILOW-RELEASE GRANULAR FERTILIZER IN C INCORPORATE bYnM--- 1 r 5fwI DUP GIRIFY BOTTOM AND SIDES OF PIT zx 4w AwFLs, SHRUB PLANTING SECTION g Ste'-. (sicWsaaxBFACEONLY B NOT TO SCALE MNinum YROUNooRSWAEe Rainwater Tank 350 �i ��"'��,It PERENNIAL PLANT 65o Gdbn N3ML,eN m', 'ama•.wnw.ryenh --- RNSHGBxWf • - .l 1-2- SHREDDED HAROWODD BARKMULCH _ TYPAR PROFESSIONAL LANDSCAPE FABRIC HEIGHT VARIES WITH PLANTS r wa- •PW 6 p� ^"- 1 [ I 4 4 II I PUm"'U)LER'SUM 1'COMPOSTLAYER •° •^• • tl ,1 -I 1 )'.(1 I II I. PUOTWGSILESROULOBE AMENDED SOIL MIX UNDISTURBED EARTH AUMB064WINDIMM f I I I I 11 I FILHEI[fNT,VrINDLOA05& IT'MIN. f I I I [�! 50Y[BNUIn9nS " L"-^ - �- wOIE SPECIRCErvfdIyEEPoNG MAYBEOFICAODO)NDE W ELEVATION yrESPwHESoaEtlrJori¢N15, Ow.WlwutoAusANoyfRnw. \ \ RAINWATERTANK {IEIGHIDfffNCF15CAEEN. 1 NOT TO SCALE 'ORAPPROVEo 36' QEEP X lW WIDE EQUAL PROWCT CONCRETEFOOTINO. Y iR!>f <Y't a M'' -' 1743. 5. La Cienega RNd LDS Angeles CA 90D36 "F 800.450.3494 www.gfeenscreen.edm PERENNIAU GROUNDCOVER BED PLANTING 7 fi"x6'PRESSURE TREATED, E......t . s . - . 5� P 'N' NON TOXIC POSTS NOT TO SCALE .Y ... CUT EDGE / - `� GREENSCREEN GENERAL NOTES 8'GALVANIZEDCOMPOSRE 2 '•'w. +" FASTENER NOT TO SCALE PRE -CONSTRUCTION \'�` A • CONTRACTOR IS RESPONSIBLE FORCONTACTING"MISS UNNLITY'AT1.800.55F.7001 FOR LOCATION OF ALL UTILITY UNES.TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWEWWATER COMEMONS. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. • I.y;>:=„� I 'ORAPPROVED EQUAL PRODUCT • VERIFY ALL PLANT MATERIAL QUAMRIE80N THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY �, :•- _ { I AND SHALL BEVERIRED PRIOR TO BIDDING. • PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT N OERIALSAND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OFANSI ZW.1'AMERICANSTMIDAROFORNURSERY STCCR'. IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE. SUBMIT PROOF OF NON AVAILABILITY TO THE ARCHITECTS, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIEL kG • PROVIDEANOINSTALLALLPLANTSASINACCOR NCEWRH DETAILSANDCONIRACTSPECIFICATIONS. CONSTRUCTIONfINSTALLATION I l V • IANDSCAPEARCHITECT RESERVES THE RIGHT TO REJECT ANYPLANTS AND MATERIALS THAT MEIN AN UNHEALTHY OR UNSIGHTLY _. - CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOTCONFORM TOANS1 MI'AMERICAN STANDARD FOR NURSERY STOCK'. t I - • LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING I - I THEDESIGNATIONOF BOTANICAL AND COMMON NAME. • INSTALL LANDSCAPE PLANTINGS AT ENTRANCESVEXITS AND PARKING AREAS ACCORDING TO FILMS SO THAT MATERIALS WILL NOT INTERFERE WITH SIGHT DISTANCES. j{Y1pI11 k • CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANOEBY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE. T E r • L: INSPECTIONS/GUARANTEE ,- FILL PLANTERS WITH s`„`. • UPON COMPLETION OFLANDSCAPE INSTALLATION, THE WJDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTORWHO WILL SOIU COMPOST MIX VERIFY COMPLETENESS INCLUDING THE REP-ACEMENTOFALL DEAD PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. ,X •'7Y {.. • ALLEMERIORPLANTMATERUILS SHALL BE GUARANTEED FOR ONE FULLYEARAFTER DATE OF FINAL INSPECTIONAGMNBTDEFECTS GROUND COVER LAYOUT INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BYOTHER3, 4 OR UNUSUAL PHENOMENA OR INCIDENTS WHICHARE BEYONOTHCONTRACTORSCONTROLARE NOTTHERESPONSIBILITYOFTHECONTRACTOR \ 8'x8"PRESSURE TREATED, NOT TOSCALE • PLANT MATERIAL QUANTENES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED PLANS BY A SITE FEAR REVIEWAGENT OFTHE NON TOXIC (POSTS) PLANNING DEPARTMENT PRIOR TOTHE RELEASE OF THE CERTIFICATE OF OCCUPANCY. • REMOVE ALL GUYWIRESAND STARES 12 MONTHSAFTER INSTALLATION. B'xfi'CRO33 MEMBER s ; I • Y STAKING WITHINBIORETENTIONAREAUMIT: }' REBAR x IT O.C., COUNTERSUNK TYP ARBORSTAKE OR DUCKBILL EARTH ANCHORS NOTE ONLY STAKE TREES WITH SHALL BE USED. • R LARGE CROWNS, Y CAOR L WIN GREATER. IF LOCATED ONING SITES, OR WHERE TAMPERING L MAY OCCUR PLAN VIEW �—�3-2'M'HARDWOOD STAKES ROOT BALL 12 MUDE GALVANIZED WIRE PRUNE CODOMINATE LEADERS COT BML REMWEBROKEN. I ARROW 1 DEFORMED,ANGL S. WATER CROTCH,RROSSEB S WATER 1\ k R�J �S DO HOT PRUNE TERMINAL LEADER SPROUTS, A REGULAR BEGIN A REGULAR PRUNING U :• �_ OR BRANCH TIPS 2 GAUGE GALVANIZED WIRE PROGRAMDURING THE 2NOOR O I. 8' LONG GALVANIZED CARRIAGE BOLT TIP / 3R0 YEARAFTER PLANTING 3-Y#' HARDWOOD STPXES `� M ALTERNATE ORIENTATION OF PLAN VIEW ^ OFBASEPOSTSTO REMOVE TAGS, LABELS AND i 12'RUBBER HOSE GALVANIZEDWIREGUY (V t CREATE LAPPED CORNERS PLASTIC SLEEVWG DO NOT F , WRAP TRUNK 9LIGHl AA1WNT OF MOVEMENT NEW IX RUBBER ROSE PRUNE BROKEN BRANCHES I 12 GAUGE GALVANIZED WIRE. '` 8' Yx2" HARDWOOD STAKE } ` ALLOW FORSUGHTMOVEMENT. •"" 1-Y SHREDDED HARDWOOD _ LE 32# HARDWOOD STAKES MULCH TO EDGE OF ORIPLINE. V MULCHT GEOFDEDHARO KEEP �� TO EDGE OF ORIPLINE. KEEP 46'AWAY H:� KEPT 46°AWAY FROM TRUNK FROMT REMOVE TAGS, LAST SAKE V'V FROM TRUNKFLAIR _l`• BET ROOTFLARE FLUSH TO GRADE FAR PLASTIC SEEMING DO NOT STAKE ,aE^ti xGW+F'!,y4 •"3 4` "Ia ! ,+ OR1-2' HIGHER IN SLOWLY BACKFLL PLANTING PR WITH NATIVE UNLESS SPECIFIED SEE SET ROOTFLARE FLUSH TO NOTES) DO NOT WRAPTRIUNK GRADE OR LT HIGHER N .,. q•i:^';)y`1l"'./: ..G;'^;?i�;;�`C�w 4 f t r +X•,,` 'a DRMNING SOILS. DO NOT COVER /2' SOIL. INCORPORATE SLOW SLOWLY DRAINING SOILS. DO NOT PLAN �".,, + ,, .y\,+. .; V/?e+I+. _A�.,1.+ ,.•.C„T:, ix THE TOP OF THE FOOTBALL WITH SOIL GRANULAR FERTILIZER PRUNE SUCKERS COVER THE TOP OF THE PRUNE SUCKERS 1-COMPOST LAYER 4'xt6" PERFORATED CORRUGATED TYPAR PROFESSIONAL LANDSCAPE FABRIC IF FIELD GROWN, CUT AWAY ALL 5'6'MIN. FOOTBALL WITH SOIL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP$ OF BALL. IF - PLASTIC PIPE CAP FLUSH WITH MULCH RPOR TEPITWIT OJEASE WIL INCORPORATE CONTAINER GROWN, REMOVE GRL. INCORPORATE BLOWRELEAGE s' 8' SAUCER CONTAINER AND CUTCIRCLING GRANULAR FERTILIZER 6' LONG GALVANIZED CARRIAGE BOLT TYP 1:1 SLOPE ON SIDES OF PLANTING HOLE IF FIELD GROWN CUT AWAY ALL ROOTS TYPAR PROFESSIONAL LANDSCAPE FABRIC B'k6'CR088 MEMBER 1'x B'FASCIA BOARD TOPCAP BALLING ROPES. REMOVE BURLAP OR SCARIFY SIDES PLANING 2'6' I WIRE BASKET FROM TOP Ya OF BALL. IF 1:1 SLOPE OFSIG B' SAUCER Yx6'GROORE EEATED, RD W/}"GAP RNISHEDGRADE N fi'xfi'PREGSORE TREATED, _ MR _ CONTAINERGROWN,REMOVE PLACE FOOTBALLONUTAMPEDTED GRTAMPED SOIL _ CONTMNERPND CIR CIRGLINO ROOTS PLANTING HOLE ROLE — J� 1-COMPOST LAYER a a NON TOVE (FRAME POSTS) SCARIFY SIDES BEFORE PLMfTING 2'6' 1'0'MIN.TTTTTTTT ZI NON WOVEN FABRIC AROUND RESSUR LBABE FTAMP IRMLY WITH FIRMLY WITH FOOT PRESSURE 50 MN. mIII = `wiita..::+ .. :,^ ''_'" 8'x8"PRESSURE TREATED, 6' LONG, UY TIJALL DAMETER THAT FOOTBALL DOES NOT SHIFT _ TAMP SOIL AROUND FOOTBALL NON TOXIC POSTS ON BASECWRSE PLACE FOOTBALL ON — I .IIIT—jjIIIT—I _ _ ' 4' COMPACTED 21A BASE 4x's ONLY) —III —III—III III —III —III ROT PRESSURE UNEXOAVATED OR TAMPED SOIL 3X ROOTSALL PRESGURE SO THAT ROOTBML DOES NOT SHIFT DIAMETER II 1—III—III—' III— I—III-1— ENDELEVATION: j'REBARX I2'TYP.FW&H TO TOP — UNDISTURBEDSUBENSE RAISED COMPOSITE PLANTER -III—"' —I I' MULTI -STEM TREE DECIDUOUS TREE 3 NOT TO SCALE $ NOTTOSCALE a NOT TO SCALE RANCO2N N I L D M A N Architects PLC OXim M. It-013 DAIS 5-24-2011 NUM BY IWAOITk 601 TENSILE SHOALS BLW SUITE 210 NEWPORT NEWS VA 236N.M5 7W.6216606 LIE. N.. M146 A171" TIMMONS GROUP VJ O�/'�W O W //V/ v^^J O `} / co `Q /Z I� cm Z (D> Lu � W _ J czo W cnw ir W �Q LLJ Lam LU o <Q LANDSCPE NOTES & DETAILS TATE PROD. k VOLUME 1 OF 3T L3.1 SHEET OF ® GRIHICHT RINW161 SMDNAN AKHTECTS PLC 2 G P.T. R DY-O' W/ )$'a ANCHOR BOLTS - 2'-0' O/C SIMPSON H2.5 t SIMPSON A35 TO EACH JOIST TO EACH JOIST ' zaM P.T� �2rE P.T-2 - P.T� m 44 • IS P.T. WOOD BEAM (VERY) X NOTCHED INTO WOOD COLUMN (SEE PLAN) x4 ® 10• — (HORIZ) --'� L', Lrl WOOD COLUMN ' W/ COLUMN BASE x51 STONE N SIMPSON CBSOLh50S2 BACKPILL — d (TYP 84 (PULL HEIGHT) - _U = (5) - a+ N a z _ P CONY o TYPICAL X-SECTION d. 9 H d U 3• CLR 3' CL 10' W' 4' IBY SONOTUBE 2'-O. 3' COL ¢ COL SECTION 1 SECTION 2 I-O" 51 '/+•' P_O• SI Cyry I�•� 51 n I bx6 WOOD COLUMN ' 51 2A P.T. • IC 2W P.T. ^ 10 ' 2W P.T. • N• x P.T. • N' 2x P.T. a k• W/ COLUMN BASE SIMPSON ABELL W/ (1) - R°a ANCHOR i� —' - - - .' - -- BOLT DRILLED t EPDXIED INTO CONCRETE q WALL IEMBED P MIN) 91 I TYP 4x r 2A P.T- I I: (V•IB' (VERY) x FRAMINQ PLAN IHORIZ) 5' _ Y� I-O• b a51 STONE n1 BACKPILL - IPULL HEIGHT) a° CLR -IIIII II= 31 II II�IIIf= #4 a Is, U d' _II (5) - x4 N C z CONY O iv Q P. tt 3' CLR IB'a IB'0 10• 10' 4" SONOTUBE SONOTUBE 2'-O• — I SECTION 3 SECTION + � I 1 I 1 I I I I FOUNDATION PLAN I. CONCRETE: 5000 PSI 0 28 DAYS 2. RENFORCEMENT: GRADE (O 3. SOIL BEARING PRESSURE - 2000 PSP (ASSUMED) ft ANCHRN WILDN AN Architects PLC W N0. 11-013 DAIS 8-2420U OPAMN BY MAN WI MUBIE Wm BLIU 4111E 00 NEY TAn WA 2)fi%mo 757.871880E TIMMONS GROUP N� W UP�.)4 `V -i ® W 1 V/U//� J O -1 PPyy�- m < L.L•- > Z Q OF3 z E-0�5; SW Cc G �Z W J (ZO W (n w Ir W oQ Lu L6 70 m o QQ FOUNDATION FRAMING PLANS & SECTIONS VPRGJ. A, E 1 O UF 3 Silo SN0 Q 0 C PMWT RANCWM WMDMAN A XCIS PLC EXISTING GYM .o DO D0 DO 0.0 D. ---- zi 4 11 .6 b2 .o OLD 0.0 OA to Oo ® ® FOR E R ❑§❑ ❑ ❑ 4. I.. 8.0 ➢B 23. 4.9 1.2 O, to .0 D.0 Oo DO OD D.0 ❑ ❑ ❑ ❑ ❑Ll 9 .5 20.7 11.4 i 8 Te ,. 18.3 .2 2 H b. §.8- 2.2 1.0 a5 b.] I 0.0 D.G 0.0 0.0 bA ➢0 0.0 E 9 d0 ,�t6.6 12.2 ILL � .5❑ u H HE Fy J 2 = y1,5 - .6 OB al Ol .0 .0 .D Oo V.D L� OURTYARD H b.a D3 .I b.t Uo b.o Oo O.D 3 .1 .6 Q 3.8 4.4 BA 1 14 26.8 2 .] .6 .8 1.4 L] R.0 29 3.4 2.6 7.2 117 i.1 3.z 2.2 -.5 al Oa D.a 0.0 b.G O H h 1.7 .0 b.2 b.1 b.0 DO LLD \ EM ON M 8H1&7 HE 10.6 .3 M'l2J LC W.1 Oo Do OLD BH24 LAYGROUND O 14.9 22.6 HE 17..8 1S7 7.7 1.0 6.2 at DO b.o 0.0 EX. 6" DOGWOOD I o §.1 a 3.0 3.3 23 .6 D.2 0.1 DO DO Oo ` I y I1.1 55 `� 5.2 19.8 S-2 0.9 04 0.1 0..1 0.0 to DO EXQSTING CLASSROOM BUILDING �� � � 2 ,3.3 7.4 IN $.5 8 0.2 Ol ➢.0 00 Do `\ IE� NEW ADDITION 19.7 §.9 .z Ds a1 Cd OD to ` '4.6 ➢.3 Y.] HE 20. 10.5 .3 0.2 b.1 b.0 bA O.o DJ 3.0 4.1 ® 1 �y i1= cn ,y cn 3.8 2.1 22 G 10 3 5.6 .9 b.2 0.1 I< LL c� b.0 DO DL - 1. ---J 1.0 .3 b.1 Do 15.0 L( b.o DOi r 3.9 00 .1 .1 0.0 0.0 Oo b.a IE � a I ��\ I 0.5 al D.1 Ol .D 0.o O.a DO DO DO ba b.a tLI L � I O No 0.4 b2 b.1 b.0 .o .o D.o 0.0 b.a to DP° O. ULCH _\ o° I 2.6 �LAM�'R O UDN D .0 aG ao ` D,p0 b i H U 19.8 7.1 b.9 b.2 b.1 .D .0 0.0 DO OLO �-).o Db. m �I O y ° 1229 11.7 1J o.2 0.1 .o .0 0.0 DO ➢o O OWN 40 D.O p b. IE= ti Es EX. ROOF OVERHANG °OO 114.8 15 be D.2 to D a DO o.o b.a o b.o 24 b. 2.0 13 b4 Ol b.a 3.0 .0 DO Oo bO ROX LOCATION EX 15" RCP D.t-x -MO- (PER RECORD DRAWING) CONC. - b.� - - #' 0.2 D2 al ➢.O D.o 0.0 0.0 to Do o.o to ` A ` 0 as OD b.3 0.5 OLD b.0 Oo D.2 2.2 b.] DO a0 DO OLD to OD Do o.0 0.0 Oo ➢.o LUMINAIRE SCHEDULE S,w LB,N Qty CeW, NLm. Descnptm W p AN LL.- LIF ARIW MR3 MBR R"T'STARiI MiILC"Wma ONEZELWATYE02B 81 T 2 Lumi�are, 250W Metl PULBEBIMPOILiP1 MR2 2%W 1.W 2BB Halipe.5R3 Refletla. FWl IONISE. FGUTUl5E 5 CIGHTTI H¢i20NTPLroS T]LWI TPATI.k9 ON IT POLE NIGHTTIME 'CRINE ME Fp1ENOLT' CRITEPW MNEMM5R2 ARCHITECTURALP ONE25BLWATTE02S 52 (PULSESTPR MOUNTED CUTOFF PULSE START MET& MRa_2WM 5 252W 1.W US T LUMINPIRE WITH 9R2 XRLbE, PP`(PULSES REFLECTOR MEETS HIXL2gVTALPoS TARTNec ON IT POLE THEWIGHTRME PMENGLV Co. R HWAT.PA55 GE. T OS2WA UNF R HME 26 VM 282E WD POLYWIEDHATE FLUORESCENTm VAP_DSR_W Sm f.ql A3 B B ENCLOSURE FOR HOR2QYTALPOS. GO. 32W T8 LN1P8. WIDE UNDER DISTRIBUTION CPNOPIE6 SPECUARREFLECTOR ARCHITECTURAL ONE 42LWATT TRIPLE m WE S WST42TRTMO SCONCEWITHMEOIUM TUBE COMPACT WMOIUT_ m IW a0 THROW DISTRIBUTION FLUORESCENT, WRHCLEM,FIAT HORIZONTAL M59KKE. WALL MOUNTED GN59 LENS MEETS ABOVEGOORB THE'NIGHTTIME FRIENDLYCGTERIA SCHEDULE NOTES EACH OUTDOOR LUMINNRE EQUIPPED WITH A LAMF TH1T EMITS Y OR MORE INITIAL LUMENS SHPLL BE FULL CUT OFF LUMINPIRE. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENIM OR RUM AREAS ZONING DISTRICTS SHALL NOT EXCEED ONEHALF FWTCANDLE. THE PROPERTY LINE FOR THIS SCHOM IS BEYONO ME UMRS OF THIS GRAVING SHEET. NO LIGHT WILL SPILLOVER INTO NEIGHBORING PROPERTES OR PUBLIC ROADS FROM TYS ADgTON. ADDITION SITE LIGHTING PLAN SCALE 1' - IV-0' NOUKLUMANUL 6 Cal and DI trloa JOB NO. 11023 AANCOAN WILD MAN Arthlfepfs PLC iLF :OMMNO. II,713 YTE AIAU9T24,XN1 11AMN Bt �m TlauaEsxousaro WR11p IMMI HENS YA NOB2i9S 5T.871OU 1111111 NWA Y M'm'y�JE �al1FF535Yt�«`,r.. IB, �. f B�'mi�iiNii• .rJ � IN .L JU) DO >-cz¢ r>z =O�5 c [C 7 O> Tj ir r z jj c: D J Cz O L U) W r J O Q LLJ L jj -0 m R ✓< Q 02-04-00=l01 LOVER LEVEL FLOOR PLAN POPER pEV1NG. .SNDIAWN DLOWE30FI IER E5.01 0.D O.o DO Oo loo to 0.0 to Oo ba ao D.0 tO D.o to to O.D 00 ➢A OIYPJWII MNCORi1M1 WNEI%aRCRftC ALtar"viV/A L/GNT/NG' FEATURES &SPECIFICATIONS IXTENm0 mF—WwgwdLwaya, publpbeadanomdiyartas. MendrnON—Augged,d'retas(vgkFlmedumbmndusirOwMmdndwaIlON3rrmMlla'. We[eatdmrtrame M1as icesq, 'ulam.[empve4gNxiivs Ull6'N'r1J. DoodnlrleNNllJgaWletl wiNmepka tmbulxdliwne I Porn S.Both is dad E_ Dealean'sam; seslstanrg[Whads'.Ine Mlsn,wiNatlw&AIl RrNralmgnavafiable. OInrS-340 final, Ma ntea senestpn MsupaliwvNF iq ad lead Id1mmMsVMr WON mNlra NAma IMmlmmle an if Ounngmme Rear ImlmEl she enteealMMr. Ed II IrodenYl Irye N (aYmmetmb Type W W m,d oaowl, tore IV (fgxad dumv IFap wofll and 7PoYb3 L—Ballaarel , fLFF4OW4 BNai*WEtwattageaumeransfameLMeWxaNe SupetwA AUlVOmBe ey USEseat ficlase, paub"B M%NNMEINTL filachhpeakeelkntkregmredloenSdmlY15(WAopfiwdNe USsdp nm¢my. f IsmeI,E im.redfst 4hemnilrpmerm hl mlN.thNNeMNheC nu 'dws,P eNM AYH 3EOIY,a)SUw.9YbslnlWplaeWrydblKal Wlaz¢semoMedmatemurahkpowertra} Sorlxc darek'n,mpgotlaed valutwM'per a0oy,nkbdplanp.dell and anterfid. USXNm— AN Ed labeled toULstanmeNhrwnSignals. Lanni adlififel 0 Oaf seandaksVn Ipamul. IMADoes LE 00ad.SM NEL LF.PMe BE u556,351. Nme SpmMatiomambient uda"nuchmut came. ff DLY (mfifil ,M,eear. d4m 66nm•vba a MlmNamaan'... ¢¢I» umM 81 AND 82 OMER(DD Auhhwuml Area & Roadway Llghtlng MR2 MLT7 ALIWEDE:PSW-400W SpeWNmhm WFA PRESSURES(I)i Al 40OW IengN:327ARI5f UumNv.E3{6351 �� memPxdglNo-vNRNa 'WeldmNbIUR0.9ig1 FDL0.91k 0.ma R ulEkaWmlm4MmfamettmymlororAaxbe WiX1 'WtllAlmankuM'nwmpleMw. Foe Wma'l kaddmeamnAgnamNnmsNgsWddwNOmWown M bit) &amB1e:MR2400A15R3TB5CWAlM Al ONE MEal 5m Segment IA IN..* Mrynelk SM SEE vIe SS ,Ad mtaBMln6mre (blans) Dark VI lame home ly Fl As, (WI mnmm readdral SF SiyleMn(INEDl1,301V)'e" fir WUNed Ind ficdwry 240' wm" RPA RydmV a OF DamWkMe DaB,24Mx3V1'au CO. Me& W Leshmp page 150M' SRl 5mrENVE a3Velda,Md 3R 'Irmo ( mwndnq WM Wlldra[kt NN NIMAMMA:daxpNemYlm (hemadd Pray mmO . SMS( Segmen 312 W S(WA 5upn li�".y pkmmnAN1 uRS 0uarnsmNleayllavvx we bm"rtm 35VI Mail Sir (WAgnx Nle"eaummer n AS Nwsedde Nltldl3Pj SM, Red, ear 23ous It. bolas, Doi g�mw AAmM s [f firrugmrydaAx BRA ugyy IAem minx Nar:FomAipmm¢a Ut lerseclaet hummised Nags W IkkdadkWNMUnaNan M(ery afmNnum G FNaaN > A05 ATW Same mw[6eragod. !1 ddemame m"dYN M1UM NwA aNAeC a UglywmplrnlNusA O(MR1ft release, release, BID.MababNfaMHProkAmSNpPbg 4005 farad ok muid'drem.. Nora o3rM 96(I GIXANa AkAeReedrt ll12010 ASS Segromem Snkcedaudgeelr'r ppev I PEI NFMAaN#kd R11A,30A Eaavl sYmnMe Min PO NtEMlddg1dJ U4N1 P(6 NEIMTMAnr PEI4 4ta8 XMin4PEIEa2M SO 5C SAONrgapfaPMppdm V4 vadd9uXde liiiiiiimimmmioimvmm Ienonao. One 1.018o' Iwpb9U Thers 511e®9r Fy*w ,,,v ASIAI. AS T.I. aan. na.ON PSIA3w Meet. 2-lmr Anulm MTssltl MT.". 'andled ISRSVm Mass<M Y I '. MD. AST31Wm Mt,Vd ASRSSW parr. OUOOOR mar Xo 9 gq'nand-I BaruebdryNGim I Mxwem3nboRmm/a 54Hom4 MgrgJrtx rrW 2 WW Me AWA NeykutluMmmme"va. IMewYary giehP&awM1amkdnnMilYp is 11 Nme,ema ml.par,Mromi m23W NHlim[ "'ne"mvrNmssmc 11 x .nA,.nreenW.m M1iekroH2aeca 13 SEMnMoptlmmakmdaM 4pry Nev ( deaderefichMN. a NedtamaAnilewmaekmpMWK gkr.`u mE 5 klmLkMABe 13 gMYIYWIaf JOMPXMnxiuumuvwe. 6 NMgNYM Hwn¢ay if oMems.U.'s—y a [remiloutl+gHWvnnl wA agrnRmm➢a,alry n Smwxwi6mess t.hdnah-ang 'dmae x fvam6byfiy.xdmga la �4Nfid f® L/THOiV/A L/G"Mill FEATURES & SPECIFICATIONS INTENDED WE— Or be:dinyandwallmuwn,apWl[aWns. WXSlAUR1oN—RIggM,di¢-got, lnpixealuminullAouvrg. Ule-mtAu Nsa llYtNk Demand Bass lead Boaleama is hllygackeRd witAono-pitte road What, DITICS — SegaenlN meC.'s for wpsds uv4sur,rd m"wl. Medium Nrem (MM Nll mmx disNhmriunrv9laMe. ELE(INGL— BaINR(Iae P, fifild vdl a ers highp,ne Men <10ATHk XiN Act Nteas pmmapfvFf-lS' . Saw, Nigh ma areemolanmplastlewaban motorlampnten4on dp. FlNSX StudrdfimsAucerwMtl kMu (OUm s Nmpdy trpvetle'nrsM1A0."iVantl aM'nvmdml"earervdlaxe St qy x qhl IXSUWIMX UNrexlmoummg scormang mt4mg,rad rglgpecAn rdaaRtoAN9e dam Bu[Nekvel Fmmesane[t Ig emwiNeeN"rrsRlla( Wnwbs ULusledfsraMmad, MWlnea I.OFFFm:). Sueade for wet haadms(Dme aaum OANliolenSupakoYliml.MUaptionoRenwelb[drool'otinglnupnnmlNbnlsee0plieml, We' mor"Fe3Yamb!em HEUUS.Imseard maspeaNmromemAnrowrgewumN nwa 4ulaq w.n[e mass r"' I AND IE peenrative Wall -Mounted Lighting .,. = WST COMEAU FWORSCERE 26WDTI 26Wi2WTRl tm9m:161/414IEL T OepN:AU81E3y 1� amu xegndtw0aa �11 ion F'mu� 'WepnUAIN(U.639) ^rNgll—fifineventEpk ne, EMIEEEMFWAU ladW%mfMmPWmea smgaaedadooiomhho ninNid) ENample:W5142TATMD 120 LPI NOT MD M51 Emn 0 MN t. 12. died) ileamnl[PF (Nod) SmareWad Shmarnarnalledishme L14Wr EEE - SAlomdsewrseN OFF FmeryenryaimrnlE-mItU3WYmpiMdNY port IV OBW SmhxrammlbadW 20(D L"Prmcc,sinfillvdlit(WEVIDEA MMAI Mmtt' UIS UpASdegm iMfidNY 3E1p DOOR EnngEry[b[w TZv,kOOWhmpddudedY 121191 2D[20t3 Emergm',rmil l?von NW02UNNmps RAT rndnaedy LI3AI OIL RANnplerrs TO fie"ah'"10 AV Iolemalalovtlow3aYng' Oi"mdaewmM'a (Wall 011ihmom,1eatu1ed VI Lamp EEDW fmngmryGrterypdUl°min,npeMn9tanp)ta PE pnu"ehcVk<etbuttrm W4 Wlrepuard LOST Seidsmnpl,a,red � RNM Fmngmtyb pxkl0°mN.oMat:ngnmpR441 IYPe" Y4 'ImedgUed DRAT Halualalumnum,temaN W LMnmp f10WA AarurevnrNa>1)taB[dmAmObaneryparkl6eYery WW Wal ,e;"ond""rf"ruP caspadnmimMxd;3rBalamlimtmplr M4 whLes, eared COLO Bkd,u (A (SA.andi'd FmwAPS PoIURrirNreslYbri$IplapSo(remmebaperypao. R laroli»mnlam IbmeM1pademadrGd;3E'mn.upeaAn94mplae M0.M<m planes CON ficame kpde(tlwwatlEpnRED( R �Yn�Mse� re ryeGfrieaYpadwiNlAnedelry IEED x�(Ue�rmwdpYYHry(y opwaYn9temp¢raturt°`� MMOR Corn I MW4MrelavodoWllmapaNedgxaLU®gMNble lu uo-vrv. 1 Mq6aomaHumavmWJ.n6AM1'M5'NuaspmlrNNv e Caaralagi sou alk (tlgYt a Nummnal:nxakwam¢brgrQW 5 Aaaralane ewJ Eed ewMmOnsp e. 6 NNa1Wlane uMMN.Vaanl I Harvrkllneg lr. 8 .-:are . J3Mrt a FUSS. I art- NewdrOUnTAE IS derarulM—ST .Itallwr • N IWAepM/lxvmzllY. I It Nakakeatl w186mre:nmm�kfieNlmlalled yr n sewwEmP.l r�mE o aid "ai."ra."m�, mrvermrelmladaom,lmkmmn" II 41fi4Emry.a IS MtlkegtifiNllSAlamaWNNI. WBLU A L/TNGN/A L/Gf/T/Yi FEATURES& SPECIF I CATIONS was unfinsfirInl[no[BUSS—MeilformePap[IkaWnswnereLlw4mer9Y'elfiaemfiaar6areaesve6E3gW yeas "� agora mn wnan gY H AND HE loserrazmadean. CONSTRUCTION—W ste llpd,'rye[6ermdded.anpM letiWCfiWN p�tivaalWe 1puting qd wiN rmWunusp"uMin plaagdaM<dlgasOrtEOgaupeuNNannAandenaaelwncraHess baUaaandw'vugxeesfuaredeugnavuwkrl0.13%WGgh} PASSAGE- PASSAGE - NmmeMus goal assignment o aelUnu[ End are Deltaate AIN Act AaNad 18 Ieu leServiDeFixture sught'll. rode4.Oearl'undenaumpo-d VlealmdEMr, am 'I udkt[hv Adasm OUbmeq 9 rampv-,ymmisveneonatal nat ld13 par ability. udopmaNMdN 1-and a anang. 2In confi Pande,Mer-qP d-fimf, 25 i lan9m''fi9urMkns lMldes95W AnNily dwan Nrg25Yn VAP F[HIRIGI °ull%MdNmWlYpRttrtdewmrg0 a1,HPrks,b.IK lnardanagdama (aril Aumbeh brie(vnndadla6NORBallaamemgmrpenooendl'(l0'BaId6NOWW9 F les4lah.ERFloi1. Um Rlampl a to firldfig, IampMMm toad Mrtkmryg Ed Is mffl ran NNRNI6aA—SET.Endearlso, peidmta [mIM IXAA1WIax—SukleusW wmaspmkgmwrmmng kadeesmrdad IE MtluW .Aamgof BNPARFLU5110 orNT r 1-mrb amp,i5,i5RO6ri8 meaning stempwmeullBngmd aFeebla rgNdudMl...Openedveninlhaderan Y-0aab .ifluk edonefasospemmHotiWa hm avalffikfmdamnN9m9femmnM MWea la Aalu r8 rmuntelgmaAeN, applladonlRmbe, udera(axedaUumgadONaopbmeemmmmdN Mr xmb'm GnMealseeBpkn¢rSANAN M wattpbylOTOnMNUIad(-0LIIndWl.xnu fee. ppvatlonuPMW°CIIM°f1.V.V bwzPbmtlonlRkdMaae>jeo<AingeP[amdope lP6f raM. W�amy WARRENIY—boaeaoteea Far one year against mwAanlal defects In manufactud". : Hd141 Lin 41Po �T Nine: Speofiallons subject tj change nitnuulmany. Wddeik&Ilb (2l.0).a I I CepN:4118hasl �& �� We19AF.I151Et159pg1 Wld,mnmMaredwwMadnlundamA kaomen'u[n d rprsnpnmleadanlo.arNwRprcaaumingboldedoeoom, Example: VAP 154L YAP IN VAR IDHOkmma ! neir S I j Dian O'Neill near WAke Aalkstmwr IbbNJ Mvall (bi" Um 1541 1bol DISKIIm%28W I SELL leiPM"dmMe 1bWq 4mvaldlsMWda IEMaAY Unit ESA 2MmpRSAY l LOST ZMFFE 8W E32% 2lam132W 5oerlapraw"e DUTY 342Vw III Sw YWp NO Wldedbmbd,B dikes WSW Ibnnlll *M,841 NR Ntarefasebinefess, WITmU wol"ration fillinglMe Hdf EST 6Brad Fannon 10per! 1 .W I.OBRPm DOOR 85011,830 E14DW IfiraemYD9Mng RTm VIOLIN WerleoOunfiMrlgllbgh d"dpluple( GUM WBEskpdumNg M 15m6mg IummM' ends) ML12 leldNm�nmlw3(md a (l00%-39%Pa UBA BSW.BA NFL—WetlwMmmotlmsema MtfUl WetlpadefiteNBlive GES99 9 UMBIkpdimminge Na[Mlam" dboaNlets) NO yroudesNdd IN n Pb"tceleadmenlbuU"n HURT mlookandwshenmul UES UpligMdOdd (WON 1.180F,IS Own (ixvpvpa.L9Unun L01 PmmatkllOtEWNIW) GM106 .ABF,w ! NFI RNNinWkmafilm,one pm(utme aMB aukemauneteilin9beadMa lffE Opa4ueligM[mwolfidA 4M1oRt .p B515 BSO(W (odwalnerrung pads• we (ImmmwnlNatlXt" a Iunnlmmeasn'bmdMe 03 Str ell Mmnaedfilmn 6E6wFS IUNFPS r WIF Wetlaatgnfi"Opmeo G widn<prAlBn,mPloq SRl SNkdea IeelkmAn NOM NOM(eMrefi BAp dEOf,mwepdkndngv° mtbmrated XM 1 fwai6malgkrrt[wwlrhnaµ 1 nuMM1NuaXiXMgrlanp3remwtlel'fimM YrvoWdaMlpe t dmaddeban^p1=MV 13u la 6FfiILRrear" 1 IMmWMexR5EI5RtWip 31I6 11 rnnwNyupm@,apmfiY N514Fm"wrkgep4 an VMSNB Surhaspbg'mwmbrarlel aWINn.Mgamina Mary. A,georyxvra WPQMO Plidemdmdydi pgel r9 fiEsi3 end 1 anPal.6m,M4 12 CaeareemoA(MM 3 AwWkWIAtBI.4 13 MrtmASnmWkaMeNasepmmraWwnmlm. VERDE mammount Gx3et 6 m3moNF u raAaidm9%IpNysrslmaW:H(Msm YI➢AB NMimboawPL<aoel 3 Abate" yMMfFwimY If IprarmdrMmmd#w((X8"pdad �mpesdid. RECIMAPPIICAIIONS UP T&m5 To IWAIJ"i on — Awn. IM1Nnn0. VA S. Min+ (awYeez-nrza (ec ma x-mxr n6Ylm wmn.mpm9vam RANCORN WILDMAN Arahltoels PLC )MLi 11013 an P31r51laT 34i 2(AR MWNW m mMaU5X0.V5BLM UIIEi10 IIMPORT NEWS VA Da"5g5 5E,8236606 XHNPN. Xulp3,'BB AW Wx c� 'L IV1SEA LLY oS. "6 5E�Y"r: i E� u�XXyiiiiuw�ONX N, W x'J J) Ncz D D /! O \`V �0 JJ >� .0 J (Z JJ 1n ]C r_ JJ 0 yrt� Q S1 VA TATE F ROJ. it 102-04-00-101 1.161ITIN6 FIXTLFE CUTS CLUITO 3OF3 HEET E5.02 ®(m"MNCOmWImW1NAE mum&( JOB NO. 11023