Loading...
HomeMy WebLinkAboutSDP200400019 Plan - Approved 2004-07-14ABBREVIATIONS NOTE. • ABBREVIA TIONS MA Y OR MA Y NOT ABBREVIA TED WITH (A) PERIOD(S) APPROX APPROXIMA TE ARCH ARCHI TEC TUR(E)(AL) BC BOTTOM OF CURB A- BLDG BUILDING BM BENCHMARK ADD 10 NS D . BOT BOTTOM. B/W BETWEEN -- ------------ --- -- - CA -TV CABLE TV CFS CUBIC FEET PER SECOND CMP. CORRUGATED METAL PIPE Co CLEANOU T CONC CONCRETE CT9 CONCRETE THRUST BLOCK 1INE. SYMBOL LEGEND DEMO DEMOLISH, DEMOLITION ALL_'-).E..MA'1��LE COUNT DI DROP INLETN, -Y DIP DUCTILE IRON PIPE GENERAL DIAM DIAMETER — — — -- — — EXISTING CURB DIM DIMENSION CURB DS DOWNSPOUT - - - _ = EXISTING CURB & GUTTER DWG DRAWING CURB &GUTIER E EAST(ING) DRY CURB &GUTTER ELEC ELECTRICAL) ELEV, EL ELEVA TION III-Ir-UI�� "-Y- " = EXISTING DRY CURB & GUTTER %-,--- ;--° % EXISTING TREE AREA PERIMETER EP EDGE OF PA VEMENT EXISTING LANDSCAPE AREA PERIMETER LANDSCAPE CLEARING LIMITS EQUIP EQUIP TMEN T TREE CLEARING LIMITS EX, EXIST EXISTING. � j EXISTING SHRUB FC FACE OF CURB EXISTING TREE FF FINISHED FLOOR ELEVATION - — -200 — — EXISTING CONTOUR EXISTING .CONDITIONS PLAN C1.0 FLD FIELD ELEVATION FM FORCE MAIN 00 CONTOUR DEMOLITION PLAN C1.1 FTG FDO TING O BOLLARD . G GAS 240 . GAL V GAL VANIZED --�- SIGN 6 91 SITE LA YOU T & UTILITY PLAN GC GENERAL CONTRACTOR Tic 240.s SPOT ELEVATION ITE SITE LA YU 7T . & UTILITY PLAN C2. 0 GEN GENERAL NUMeFR oEscRrPnory SANITARY SEWER & WATERLINE PROFILES C2> 1 GPM GALLONS PER MINUTE ry EtEv-too.00 BENCHMARK SITE LAYOUT & UTILITY NOTES AND DETAILS. C2.2, C2.3 GV GATE VALVE 690 HP HIGH POINT IN INCH STORM SEWER C....:._.--- 2 5 0 \�� GRADING AI?? `DRAINAGE INFO INFORMAL TION EXISTING STORM SEWEf? GRADING AND DRAINAGE DIPLAN Ca 0'. Ca 1 INV INVERT dB JUNCTION BOX STORM SEWER 691 24�� STORM SEWER PROFILES C3.2 ✓T JOINT Op DRAINAGE MANHOLE LF, L.F. LINEAR FOOT � � ® Y MAX MAXIMUM DRAINAGE INLET (674 (TOTAL SHEETS UNDER THIS COVER = 10) MECH MECHANICAL E1 EXISTING DRAINAGE STRUCTURE NUMBER 4 MFR MANUFACTURER MH MANHOLE DRAINAGE STRUCTURE. NUMBER MIN MINIMUM DRAINAGE END SECTION MISC MISCELLANEOUS RELATED PLANS SUBMITTED UNDER A SEPARA TE COVER c0 0 CLEAN OUT MTL METAL STORM WATER MANAGEMENT COMPLIANCE PLAN SWM 1.0 N NOR THING) UTILI TIES EROSION AND SEDIMENT CONTROL PLAN EC 1.0; EC 1.1 NA, N/A NOT APPLICABLE NIC, N.I. C. NOT IN CONTRACT — — �- -- -SS— EXISTING SANITARY SEWER EROSION AND SEDIMENT CONTROL NOTES c�c DETAILS EC 2.0 NO NUMBER SS- SANITARY SEWER LANDSCAPE PLAN L1.01 NS NO SCALE 7605.80 EXISTING SANITARY MANHOLE NUMBER Copyrigh t ADC The Map People Permitted Use No.. 20J9J659 E03 9378. 25 w/ COOROINA TE L OCA TION LIGHTING FOOT CANDLE PLAN E1.01 OC ON CENTER. VICINITY MAP OD OUTSIDE DIAMETER 7605.80 3 9378.25 SANITARY MANHOLE NUMBER w/ COORDINATE LOCATION OH O VERHEAD QS sANITARY SEWER MANHOLE (TOTAL SHEETS UNDER SEPARATE COVER = 6) Pc PRECAST PERF PERFORA TE(D) o CLEAN OUT WA TERLINE L PERIM PERIMETER 71 �5 PL PROPERTY LINE - — -W- — W— EXISTING WATERLINE _ PLUMB PLUMBING ® . WATER VALVE F' G� 6 Gc y } PROD PROJECT 0 WA.TER METER ZO/i r` `�E Ia�Lt �cr�, Cyr S fc5i-- PREFAB PREFABRICATED) O EXISTING WATER METER OWNER,..'... PVMT PAVEMENT --� h % n C3 L�l GlL QTY QUANTITY - -1p/- EXISTING FIRE HYDRANT ALBEMA'RLE COUNTY SCHOOLS BUILDING SERVICES RAD RADIUS COMPLETE FIRE HYDRANT (INCLUDES ALL "NECESSARY RD ROOFDRAIN REF REFERENCE VALVES, BENDS, AND PIPING) 215 1 H Y D R A U L I C R O A D REINF REINFORCE(D)(ING) REQUIRED I WATERLINE REDUCER CHARLOTTESVILLE VA 22901 REQ, REQD Iq WATERLINE PLUG , RJ RESTRAINED JOINTS WATERLINE R TTINGS CONTACT. MS4 L I S ALASS ROW, R/W S RIGHT OF WAY SOUTH . C LL. LIGHT POLE „ PHONE: (4.34)'.975. 9340 SAN SO SANITARY SIGHT DISTANCE POWER POLE FACSIMI'LIE. SHT SHEET' GUY WIRE SPEC SPECIFICATION EXISTING OVERHEAD ELECTRIC LINE SPRH SPRINKLER HEAD -- ST STA STREET' STATION ®HE - — - UGE — - OVERHEAD ELECTRIC LINE ARCHITECTURE. SITE DEVELOPMENT.., - EXISTING UNDERGROUND ELECTRIC LINE STD STZ STANDARD STEEL --®-UGE ------ - — - OHT - — -. UNDERGROUND ELECTRIC LINE EXISTING OVERHEAD LINE RANCORN IL ARC.HITECTS, L TIMMONSGROUP S/W SIDEWALK .TELEPHONE T5 TOP OF BERM/ BANK �---m OH T ---®-- OVERHEAD TELEPHONE LINE 601; THIMBLE. A LS- BLVD.,. SUITE 210 NORTH COURTHOUSE. TBC TO TOP BA CK OF CURB TOP OF CURB - — -UGT - — - EXISTING UNDERGROUND TELEPHONE LINE . T N I INIA 3 .711 ICHMOND, VIR I I . TEL TW TELEPHONE TOP OF WALL UGT - --- UNDERGROUND TELEPHONE LINE , N T T® JACK CLARK CO!T T. R. FRA"".. SLINSKY — G- -- G— EXISTING TELEPHONE PEDESTAL . 6 TYP UG TYPICAL UNDERGROUND TELEPHONE: PEDESTAL ® / / 873-66'06 PHONE. O- (84) W WEST GvFACSIMILIE.. GAS LINE ® . 7 FACSIMILIE W/ W/L WI TH WATER LINE � GAS VALVE QUALITY ASSURANCE STATEMENT A Quality Control and Assurance review has been performed on this document in accordance with the TIMMONS Quality Plan. The undersigned states that this document has been checked and reviewed in a manner commensurate with the level of detail for the type of submittal indicated. below. `�" Date FOR CloOUNTYaq R IEWb ID DOCUMENTSyVsuof REVISIONS DATE SHEET NUMBERS REVISIONS PER 3 29 4 ALL SHEETS COUNTY COMMENTS MARCH 17, 2004 5 7 4 ALL SHEETS BID DOCUMENT ISSUE MAY 7, 2004 5 20 4 ALL SHEETS COUNTY COMMENTS MAY 12, 2004 7/1/4 ALL .SHEETS COUNTY COMMENTS JUNE 29, .2004 r O _ _ :_ 17A .Parcel--- R A N C 0 R N W I L D M A N Architects PLC FILE TUBE 460 COMM NO. 03-014.00 DATE MAY 7, 2004 DRAWN BY FS 601 THIMBLE SHOALS BLVD SUITE 210 .NEWPORT NEWS VA 23606.2557 757.873.6606 H O� O FRANCIS SLINSKY III '� O No.36172 - 1(0)1 L • TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. VIRGINIA I NORTH CAROUNA, I WEST VIRGINIA THIS DRAWING PREPARED AT THE CORPORATE OFFICE_ .711 N. Courthouse Road Richmond, VA 23236-4099 TEL 804.794.3500 FAX 804.794.7639 www.timmons.com Site Development IResldential IInfrastructurel Technology 21497-301 Q) t� oo- Z O-i'� V ,r♦ . V Q O Wrr" z O C) W v, I W z Cr W ® W 0 COVER SHEEN DETAIL NO. SHEET DRAWN STATE PROD. NO. 2-94.2D Como RECE1\1E SHEET JUL ® OMM NITV WVEL ENT ---1 __ --- I � . �- .ice/� / / /� -- / - ,� -- -- -- - - . / 1((� I 1z,i � / - _ /�---/ _-___ , / _----------__�__ � - j / ��� . _ / /11 , _ �- / / -- -- ----- /�� . / /�. / 65. / _---- -� / /_ / I . / I'� 71 \ ... U, ` . . r � . � � x sss.3 I- - . ,.. . -, \ \ \ L A H T 1 S / - - - _, i. �r `� \ .B:`2 7 ` 7 11 . . I ) - = PARKIN . / �- --__ i i / / i- \ , _ �= - , . �--_� �_ �� 1-1 ��-�' � o- � i _ i f PAR ING \ � E A N � � / / o x,673 i r` �. / �� 1 . . I 11 Z I/ "/ [.- 'I--- I / 0 . � - 1�_, ONIIIII, "IlIft • I �`" -` .� • .--mod. , 1 / T -� i OD - �� / / / 0 X 677.9 o. of �� I . ­ I ,% I 11 . ­ "-. . \,�. N, ----- ,_--,� - .r-, - / UNNAMED '"� � % / 681.3 `1 w• .. \� '� / SEWAGE DISPOSAL POND I �\ 00", ++. J �/ r ' // W.E. N - MEADOWS US; ORATION . . M 1. 2 > �9: �2 �s PARKING � - 1./ Y,�MN \ � I. p��5 4C1 wro i - .I �- / . �'` --'' I / r� ` R0 /F / / 77 . . �`� - __ 634 / 678.5 ,� 679.1 s o ,,/ . I �yTL ATfON OF�0�0 YEAR FLOOD PLA1. *.�� �• X •2 p1,F MAP Y0o06 0 . \ 150-8�` \\` 47 . / i X6 6 / // � �DE� ER, 1980. �` I . . \ . I . . a � _�� . . . . X 638. I /� / X 677.E � . �� �� i� / . - --/ / /�� \� ------ _ / \ \� -- X 636.2 /�� / I �� \� . \ / . - r 63.3. "\ . - .--'� / -� \ � �/ \ X '�J J'_ �� \ 637 3 � _ r , \ - � �� 1 �% _ _- 1 6610 - i . .. / - i 1 �t3 . .�-� - -� "" / �� X 681.3 1 \ _---'1 _.._r '\ \\� X �73. . r . . .6 3.7 \ �.-��- /� / 664� % j / .1 . X 679.3 675.7 _ �-� . �O _N C PEAR L of PL' , . - - . ----- �_�. . . . kl-./ - \) � . � - . '� \ . . \ . -- � - .. . y 400 ' �J-0000 680.6 \ ( \ / � ff TE D` E��} �- -� � Rpp1IIC t -6 .15 _ / / _�� \\ �� �� r/ OFTOPOG ` EX (NV _672. �� EX G i�41N L1N ENCE / /�/� /// /� /� �� IM1TS ` 1 EX TOP_ 677.65 •� �� . >:' \ / n , // -��� INV 672.55 \ w / co . / �/ \\ EX INV=673.96. \ �` , �\\ FF BLK BLD .=6'! .47' / r �--- �� -� �-' EX TOP=68 13 \ cfl cs _----- . . --� = ,� ^ X 1.3 i . / / '� - / _lcXts'T -E I \\ 6�p - 74.0 . / / - �'� F BLEA S-675.69 6Sp / / % -ASEM�E�`-�-(PE AR CSA c , \ f (h / :.- \ , � >� / / f�� t. RY SS r / . - . 1_:�4 RtPRAP M�R� ANHO� OR(N ROM ACS \\ �' $" SAN��A 1 �, . EXIST SOCCER, FIELD I / 53.1'" -- . P� 1 P _- REC R GS: HENLIF MT6DLE y► C� " C . EX-ANDSCAPE R ~" - / \ EA / "O EX' INV=fi57.06',,. �'� _, / HO ADD NSA RENOVATION, 1 IS I -FIE D/'0 r /� 65 2- 4.2C TED IL 0, 199ErVERIFY .;�E CE >r �-- `i // i � j / `_~�-� 5 �_ 3•� OCA pN A DIN MA110 PRIOR NS`TRUC �`�" - �'l�� SEWER tNFOR ATION FROM 8� � / - -__ \ I. � � - / �� _ � �- _ I P=682:H (1.5 Lb' D :` r g�� \\ RECORD DRAWINGS: HENLEY MIDDLE \ tX LOCATION 7� �. 67 5 2'�� �-_ -- ••� \ I V" INN= .98 Z\ � SCHOOL ADDITIONS AND RENOVATIONS, fCClfZ WAS 7 EX. OF EXIIST 3" PVC '\,, _ �' / 66Q 1 � o EXISITING MULC40 „ NEUTRAUZATIO GRAVEL L \_' 5 76 - ,` ' INV OUT 67 .62 cD 2-94.2C DATED APRIL 10, 199 FY WATERLINE -- T---� - X 676.9 �c PLAY AREA W�(- LOCATION PRIOR TO C(�NSTRUC ).•N_ TAN &VAULT`PA 678` ` - X 681. - - ' . 0-633 T P 8 8 /�� . •� WOODEN RAILROA • � � -----_ cp - . � ---�_------------------- -�` . EDGING & ON I �, WOODEN PLAY I. 6°�� WALK �` --- � • EQUIPMENT '1 - �� �/r " a , �, \\ - - o - ' EX RO F DRAIN \�•, N -. -�--- -- _ r M X 682.9 �f AR MOU T 0 S_ 68 - -- M AIN P PERTIE „ \� f"'%/�/`/i/�r// /./ii.�i,''.i�iTi/iTi/�;, m 680 �� b �` V:::l Z I L. C. D 223 PG. 389 -< ` - ,I' 0 • I I. { I ; +/ t � -� '�_ .. ( \T.M. 56 B1 I` 5 EX. CONC. WALK i{ EX IN T=673.99, . 1 I; / i \�X TOP=682.2 . f8 J --� \ ' ; E INV=674. 3 EXISTING �,. �/ EXISTING HENLEY EXISTi' € C�INIVERT=674_02��OS1---� /� "' �� I _- - __- �� �\� -_ s8 EX TOPL679. 9 --�� PLAAREAUND (I I`: I' MIDDL STORY CHOOL LANDSCAPEI�I l \ �-� / j r I A ' `� a I BRICK , � \ .l _ I I - / . EX IN 674 44 I / AREA% ► �:\ .t . F` \ SEWER Its RMATIO OM AC / °� 1S �i _ ,, : EXIST : GR. YEL f'-- / I I 686.8 �-- _. _ ,..._ ''�-_ , .. �� ____�, R DRAWINGS HENLE`(-1GttDQ \ r • • ,-/ / �i �I 2 h) �S2 ` / I I �'--I� /. \SE OaL A NS AND RE VATIOINS, \ \ 68� - ti i Gib t' m • Ir I „ _ / x �.; s �/ I M S T IN 18 PI E �- i� k / s • ELEV TION=682. 0' ' Q TT t�-� 0� 1998 VER 1F '1 X 688: \ © -P R �P�U�� N. %EXISTING I-r ,1 '� � ( e _ ' / I I ` ��-_._ R'� / / �w ASPHALT , .,` SIGN• "N0 - r �IALK ;fs :BASKET_-� / / PARKING ,,5 -•,�,� / FIRE F J _ 67 "MALL COURT; _ / r • N ll. ., \ S - �� � � :: :.,: : -.; �. -,. EX INVERT-675. 5 - - I I . + 1\ ' \ , y, ,. - / LANE/ a �- ti / N T=67 -'\ I E I T 6 8. 8 ,_ �.� EX TOP-683.97 6 �:' / L -- - ----` EX -68 \ 6 t :, ? s FF BLDG. / •�t, T 689. PLAYGROU D� / EXIST " EX� IN E T-fi 8.• 6 � • � � '� ' =684 6 EX TOP-682.50 R`�'`t // �/ � =°�I � , :� 2 CP I f. E I ii/ice, .4 �rN` HDCP. RAMf� Al s 1 �. /// /iiii/ EX INVERT=677:60� • : • 12 • ,.2� � 1 �// ,. ao poll `` EE 1 RCP 687.� I . \ i . . ;`.... X 15 RCP I t -: X �. X 688.3 I I I \ r�. <._:I.FF BLDG.=684.58' I' c'.� >� ..;:.. 6 5. --+� I J . � � i � , FF STUP=684.46 i ,• . .,t EX HD,CP RAMI _ :> ro �/ EX TOP=682L05 ( I " r I I I L - EX G AV L` OAD 11,E r I } d �/ I 6� l >.I�` "i'�1\ �. 11 . ,�,� .¢ ry .. `'" fi I I I -L . 0 I I EXIST CANOPIES '�: �: �• '.I =,r , .1°' �'`"•� o > ii� I COUNtY C 00 0 RD OF ALBEMARLE �bUNTY - -- /• I N X 6�-, { i v..,, . I n .r.ao"NI ^ f.�r I � D. 405 PG. 346I I EX LA SCARE cr, n y= a t r N 1� ? • Z 1 s FF STOP=684.43 I AREAS !! u, �`� `° / I .M.P. 56-17A I _ 0 6 1 ,Y EX RAMP ! I= >n .lEl /��o II : Il p I I I I . ` �''� o Fr, I EXISTING , ;'{.' FF BLDG.=684.48 i , I, , oz ZC .Z ii ( T;,- I> I I I I / %. . \I _ . - . rO' . :ASPHALT �'i':.;. ,, _ ,.i, FF BLDG.-684.50' / / /ii� • t';;, �tr- IL -; I � ._ �>: -., - I L. - - � X 690.7 I I ..BASKET,. r w.ww / \\ J 1 / EX CHAIN LINK FENCE „ ;{_ t,,., CONC. �c L J / 7 *1 BALL. C : '� :. SIGN: j ••�� X `"cr ( -I ,,,� J I / , r.y TING HRO�PNSVILLE / I u co >. WALK `� = I r' 1 SIDE YARD I (T"- . . .' EX AC UNIT NO PARKING �r I ::z i ; _ _ . AK < I 88.3 1 SETBACK EX CV W I�� I X 6 : I ELEMENTARY SCHOOL . 5.9 LL1 ' � • r r / , I ,. n / I 7 IRE LANE L. i { :._.. , at / ;:. ;: EXIT \ / SIGN �: < ��k - / , 9 E I �u<;' /J L X 689.3 I °� EX DRAIN-679.49 „ co I r- -1 I / E CROSS f SI 0 X I GN: N �/ cc",, ,"RI$ NG:__ I / 8 I EX WALLS r I 688.6 �� L W K ? I \ ---- PARKING E I K RS i Y5 E IN RT= �7.80 >( ASP. ALT / .-.., I I I -: _ EX VENT PIPE . „ r :• :.� :U s .", I I - { .. BA T FIRE LANE ., Y :> ;. i I X W P- „y a I ; ;, I) (1`z a /%r Y FC--F - , / L- -1 X 689.7 TO ✓�8 .91 ) BALL OUT I i \� II '` x 58 X I F %�E 88.6 I I I I I I s9 .1 z .I _ .,. i. I I 1 CON EX 7-UNK MANHOLES /{ I .II �' .2 9 I I "'L -. EX TRAI R -68 DIT F v; [ _ :.• , FF BLDG.=684.47 / -i a >'I :. ,: { / \ _ c� =f ,�41 I. o { _ �, EX FURNACE o M < ?I EX LANDSCAPE ;) j4 , ; I� I ss9.9 _\ , ` EX TRAILER II _ . - E L .. .+ AS,. H.;.I �QS / J /L. -�- - - - -}- x 690.8 I Iw / AREA I ,, FF CONC. PAD=684.49 0 11 'g F oI =r & EX AC UNIT i. 4 �y'I ARKINGI • •, ;! I I I / L_ - /..: io , /, �}x 1 • LOT :a / ua . L \ -� / 14 15 ( EX CHAIN LINK FENCE �( w �<' �\ EX DCP�� 5' • l' \ R2o 689 6 �-- --- / �E fNGEF�68r .9 O O�x ! ; EX SEPTIC �`\, SIGN � /. - _ ., �€ X wI FF BLDG. o �, , - . // , , . f, {� TANK ri. R42 I - _ ` f ` ? �z ` - - � �/ _1 '.� T� 684.61 i '� R42 ' .8 X-TR J 10 ' ! s � - / / E L -. � ~ �(//�/i/r, �// �, i' //�i�/ i . 22 X' R23 ,:;.: R32 . / �' \ 1./ PARKING r // a %XIST i EX IGN �: \ : f w H E' EP R23 r _ ./ i I _ / _ +, TR 2 / X L.ER--FF 86 8 % X 00 / � r 5 ! E W /' / r-- I rDr r r r���i. (/ A,cSPHALT ,- t" R7,5 �r .� lc�t- -'� �- / II EDS �ILI- DRIVEW Y ; ---- _ r,8 EXIST �, i/ r Aj �� a (~`-� ��J / � - �� N J r 8 ; :ro ` - -_L DUMPSTER PAD r ,. , . L X EX°.POND. WALK r E P 689.9 t. a .,_J _ : �, � J ,i+�j� 4 11 ,Cyr 'J`�\,\q,"7 ,• FF_ r \, \ \ f , - f r: 682.67 v. ,� ,,.• / \::; - - a _EX kt�1LT;`- E 1!NVE T= 80.21 i. �� EX. WOOD" SHEEP �ti , � ,.:. -'� - _� 690 FI ��c5` c� == - -__- _. _= � _ _ ON 0$i . H k EX LANDSCAPE AR �_ I I __�- \\ SEX INVERT=68313'_ 3, _ -1 -.. .-�-'-". -_� i, - \VVf K ` _ r'--- ''�i .'} -��-' - _�?i7� . P-� , r , .".1 ­\ ., I T= . , .( 1. x 6 2. 1 \ I J_- _T� . 4 �� -- €X-!N\CE�T=683:24 _�- = X STfN - E ..-x 69�:9 �`. �- / 93_ '' 1 69 _ `--- - 6gF { ` �� t�,� ( _�` .�� -�' �89'19' '8' I F . . / t1. -� ` _ALL-WHi INES"` `_�� �'� 4 1.8T . 4-�8.46 ./ 69S I - - __ - --_''��'-- ! �•, EX TOP- 0.10' �g '--�_ -- NT- 13....••E RCP r i- _ __ _-� `�/ ,jam\ 5_ -- ARDEIBAC ,- - i 5 9F _ _ _�_ �' f_ �' . ,/r � AP mmc. ` Y - - r, ^ -� 6a Q -� - .. . ' EX-RT=6�0.53 U RT 50 RO I R� -TPK�� .. . j"" �� . ��� �Ma wHlTl �o - 888"� �-- x 678.9 683.4 -- - --- -- _� S75 48 02 W .- `LI' .��' _ EXI 680.93 I�� fi5 . 6 V �I� -. - - - - - - -' - SEX-F�SIGNTOP II-C' '- - 'r APPFf6XIq� 47 .._r E NJ - - - -- - - - - - - ------� - X -- . EX N- IN=695.75' - _ `-� 5 R pC 10J 8S �1 T10N 920' TO N ARE - -�' - RO / � 2 � KF7SH 701.0 _ �0 EC _ n � �\ TE 0 4 y it i � / EX INV 0 . T--�-cos - s R VAR _R _ - s_ __ _ �^ �_ ,/ -� EX CRO WA �`- -''1 \ ` _- 1 �� � `1 \ , \ I _1 ` \� L �/ \ - - . 11%EX A PHALT'ATH� s P� - - - �� \ ---�!/ __ = \ \ . . \-----I--------- \ , X i' / - - M1 Ill" . � - X 704.2 �� _____� _/. ---------------------- . . . \ �-� --- • _- ' 709. �- /� - -� t2: I x 692. // . � X 711.2 _---- • / I \ -' . / . X }. - - , -� / �- 711.7 \ _ . � 1 r I X 718.3 . ,/ 6 / -- / / X � 1 X 717.9 I / /- . 1 -- I / �--' . I\ x 1.9 _ _ r- - -1. . I �_ _ . ��.�. 717.8 I / / -- ./ r . I \ 1I x I� \ I I / / . I 7 / / / . . . . . . . I ( I X 7 2.3 V �� I` ( IX717.9 / 8 , 0 4 I 0 1 _ j II1 I III I I I . I \ / 1 X713. I .. � 1- I . . 11 .x 716.7 . X 1 I �� I . X717.7 ®A .� \. , ,� \\ . / I . / / / / . ` - - X 717.6 ._, 1 I` 80 Il \ EMETERY.\ \ / �� / _ I / � \ . \ \ . I C �- / / +:� \ ////J// // 11 ) . I \ /) / / � //// // // \ / 1 /// ) . I - I . a © COPYRIGHT RANCORN WILDMAN ARCHITECTS PLC ZONING MAP (NOT TO SCALE) PROJECT NO TES TAX MAP #56 PARCEL ZONING 17 RA 17A R1 1761 R1 17C RA 17D RA 14 R1 14C PRD 14C1 PRD 15 R1 NAME OF DEVELOPMENT AND PROJECT- . HENLEY MIDDLE SCHOOL ADDITIONS AND RENOVATIONS L OCA TION OF PROJECT- . HENLEY MIDDLE SCHOOL . . 5880 ROCKFISH GAP TPK . CROZET, VA 22932 MAGISTERIAL DISTRICT- WHITE HALL . . TOTAL SITE AREA: 49.96AC (APPROX 4.3 AC TO BE DISTURBED FOR THIS . . PROJECT) TAX MAP AND PARCEL NO.: . 56-17A . ZONING: R-1 . . NAME OF OWNER DEVELOPER: . ALBEMARLE COUNTY PUBLIC SCHOOLS . A TTENTION: MS. USA GLASS . 2751 HYDRAULIC ROAD " . . CHARLOTTESVILLE, VA 22901 PHONE, 434-975-9340 . FAX. 434- 975- 9341 . PLANS PREPARED BY- . TIMMONS GROUP . . ATTENTION: MR. FRANK SLINSKY . . 711 NORTH COURTHOUSE RD . RI CHMOND, VA 23236 PHONE.- 804-379-6135 ' . FAX. • 804- 794-3873 PROPOSED DEVELOPMENT- FOUR (4) ADDITIONS TO THE EXISTING MIDDLE SCHOOL, : PARKING LOT, AND MODIFICATIONS FOR BUS PARKING.. PROPOSED USES AND MAXIMUM ACERAGE OCCUPIED BY EACH USE: . REAR OF BUILDING / BUS PARKING, PLAY AREAS AND CLASSROOM. ADDITION = 2.93 A C PARKING LOT .AT ENTRANCE AND VESTIBULE AND ,MUSIC, ROOM ADDITIONS = 0.79 AC . NORTH FRONT OF BUILDING / NEW PARKING LOT AND CLASSROOM ADDITION . = 0.62 AC MAXIMUM HEIGHT OF ALL STRUCTURES. MAX HEIGHT IS 24 FEET. . SEQUENCE AND TIMING OF CONSTRUCTION PHASING: CONSTRUCTION WILL BE PHASED. REFER TO PROJECT MANUAL AND DRAWING . C3.0 FOR CONSTRUCTION PHASING SCHEDULE PARKING CAL CULA TIONS: . THE PARKING CALCULATIONS HAVE BEEN SUBMITTED UNDER A SEPERA TE . COVER BY ALBEMARLE COUNTY SCHOOLS PLEASE REFER TO THE • MEMORANDUM FROM ALBEMARLE COUNTY SCHOOLS BUILDING SERVICES . DEPARTMENT, DA TED 312514. MAXIMUM AMOUNT OF IMPERVIOUS COVER ON THE SI TE: . IMPERVIOUS COVER (EXISTING) = 8.89. AC. . IMPERVIOUS COVER RATIO (8.89 AC. IMPER./49.96 AG'. TOTAL AC.) = 17..79� IMPERVIOUS COVER (TOTAL = REMAINING EXIST TNG + PROPOSED) = 9.90 AC. . IMPERVIOUS COVER RATIO (9. 90 AC. IMPER./49. 96 TOTAL AC.) = 19.82�' INCREASE IN IMPERVIOUS AREA VERSUS THE EXISTING CONDITIONS TOTAL INCREASE = 9.90 AC = 8.89 AC = 1.01 AC. . WATERSHED INFORMATION. . THE SITE IS L OCA TED WITHIN THE SOUTH FORK RI VANNA RI VER RESER V01 R WA TERSHED. . . , ACCORDING TO THE OFFICIAL FLOOD INSURANCE MAPS FOR .ALBEMARLE COUNTY, THE PROPOSED IMPROVEMENTS ARE NOT L OCA TED WITHIN A 100 YEAR FLOOD PLAIN. THE 100-YEAR FLOOD PLAIN IS LOCATED NEAR THE BANK OF THE -EXISTING (UNNAMED) SEWAGE DISPOSAL POND. THERE ARE NO EXISTING STORMWA TER MANAGEMENT FACILITIES ON THIS SITE. LIGHTING INFORMA TION: . THE LIGHTING PLAN WILL BE SUBMITTED WITH THE FINAL PLAN. . TOPOGRAPHIC SURVEY NOTES: Topographic information from: Timmons Group, Dec 2003, (within dashed . boundary) and Albemarle County information (outside dashed boundary) .GIS Horizontal coordinate system: ALBEMARLE COUNTY GIS MAPPING Vertical datum: ALBEMARLE COUNTY GIS MAPPING . Source of boundary info: DB 405 PG 36 Date of boundary info: 1-14-85 . Source. of utility information: ALBEMARLE COUNTY GIS MAPPING Date of utility information: 12-2003 . Source of easement information: ALBEMARLE COUNTY RECORDS . Date of easement information: 12-2003 MINIMUM SETBACKS . . STANDARD LEVEL BONUS LEVEL CONVENTIONAL CLUSTER . CONVENTIONAL CLUSTER REQUIRMENTS DEVELOPMENT DEVELOPMENT - DEVELOPMENT DEVELOPMENT Gross density 0.97 du/acre 0.97 du/acre 1.45 du/acre 1.45 du/acre Minimum. lot 1 .45,000 sq ft 30,000 sq ft 30,000 sq ft 20,000 sq ft size . Minimum . frontage:. . public: . private: 120 feet 100 feet 100 feet 80 feet Yards minimum .. front: 25 feet 25 feet . 1 25 feet 25 feet side: 15 feet 15 feet 15 feet 15 feet . rear: 20 feet 20 feet .20 feet 20 feet Maximum . structure height 35 feet 35 feet 35 feet 30 feet / / AREA OF SITE WITH SLOPES EQUAL TO OR STEEPER THAN 25% RANCORN W I L D M A N Architects PLC FILE TUBE 460 COMM AO.. 03-014.00 DATE MAY 7, 2004 DRAWN BY FS 601 THIMBLE SHOALS BLVD SUITE 210 NEWPORT NEWS VA 23606.2557 757.873.6606 TH 0 k, le e_1 FRANCIS SLINSKY III 'Z o �l No.36172 112�- 6(_I I 1 if . , sr��1 ANAL 00•00�• • TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. VIRGINIA I NORTH CAROUNA I WEST VIRGINIA THIS DRAWING PREPARED AT THE CORPORATE OFFICE 711 N. Courthouse Road Richmond, VA 23236-4099 TEL 804.794.3500 FAX 804.794.7639 www.timmons.com Slte Development lResidentlal linfrastructurel Technology 2 497-30 . . 0 I I - . 0 W < .U .z 0 - 0 - C/) - U - C] z . W Z �.w �0 z0 W VJ (/L,yrl�-1 .J o :2 . z� -' W W0M 0 ...j Q EXISTING CONDITIONS PLAN DETAIL N0. . rl.__,� - SHEET DRAWN - STATE PROJ. N0. 2-94.2D C -A so ___;-_� . -/ 1) /Y/,��C� SHEET OF 1I /\56� �..I.. I.. .- � . . .. -. ._I.1.. .1 . I.. -.I .. -I _-.. .1..x­-� .,--� . .--. . ..,..-I.\�- ,-"__� ._. .,._I-.�..\ ,1A. . ,_..I . I .-'._.�,1.. ��. �. N ... ". .\. \ .\�.. .1. 1 .I \- ., .. I" \_.. -.. \ _.I\ ..�. .,_,� �,.. .. ...� \..., \. -. ... ..I \.. . .. .. �I /.." .� .. - .. .\ \-� -,. !%I.. _I I- - .�. . . ..1­.� ..�"._..1\-. II:. . . _:.-..I._,� \1�­._.I-_,� .�-._­'. \11-�,.-.. . _I< 1) .,_�.I\ I 1. �, . ) ;_".). ,�.�-\ : -I ' � /.. \, �-� \_* 2. -_, . ,.. . _--%_'.­�,_I \--._, . .I �1.� ,..._1. \ � '1.- ...I_ . �\. I ,,� � . �I__%..I--.�. "..1. .V.._ ..�'. .,_. � -) .. ._ ..- . 3. � ..).. .. . - .-1� . _�-�. �..,-�...-4.. < ,�. . - '-,\­­.. ,.- \.,�) )�1..�_. -1),.,- _\.-\�I _,r�)II ,�� ,/\I�- �. . ._-) -�)�� .. .., _3, _.I. _1,�.j*I ./. __..;, .�ej 1- , A.� 0" . � �.I" , 1t\ /.�4 .�I ... ,,.I_II���_� _..1,1 ,� .�\k.3,.P� -...f I�,//:-1*-.. ,.:�. \ . N\"I,� - . ,. ., .V I r,0. ..I � I. .�� 3Ik, . \�.. -- ��. . �-.-:. \,�TI -..\. .. I �. -� -, . . . i... " .��.)7 I1� -1:.�_I. . 1-- . _- - \;I 1.. ..:Ii!: .II!.. ::-.1 -.. 1 =�-., --.. .-. .. � x_i 0�.. _._.�_N. .. ../ I .: . ,,. +I� 1_/ . /_.0. '_"-cII ._ _oI� . ._ I. . .. /_../ ._-� _ .�I. .. _. _.-.�. / .� ' 1\\ goy. 1\/ - .. .. . _ I /� / t _. -I . -/..I 0 *-I /.-. ...---. ---_-�-0 -., \ --. :/-.- __�I__, I _ '_�0�_ .�/ .._. - \_. ._/-1_� \ ! \\ \ % 'D \I..:1E__'�ti / ._':.__/-�"-:M. //i_:*:. .. V�.: i�!i �-I_ 0) .. \ I4.)I I -1 t \\ I / \ v \\ i `\ * -t 6' / /'1. V . 3a \ \ \ \\ . CS , �' \ ! ' \ / . �. _,. 1. .. � . I. \ . \ - i o. \\ i � % \ \ / ` _-�' , 1 \, \ \ / \--- \ / \ .� � . �' / / \ \\ / � 0 / i \ f \ �"� / / i �- \\ ./ \ � - Z / _.. , \� \� / , v V _,".. _-__ it . \ , \\ `� Z\, , ' \, I ( , . ,-1,.,i�1f� "1. �x'x1._,.,/._!;1q.I: �_ .'. � . I/ .-._ .". � x /'� \ *� 1 ` \ / �\�_ _____� � . - --- ---- \,:. - - ---'- __ -_._ __... _.-_.. --_--- __ _ -_ - -- - -._ .r._-.. _..-_-- - 1 /� I � 1�/ �-- \ ' \\ . f o�� I'_f . / - - � �--_. _ _ .---.- --\=�, --.--- ----- _.___- ----' -•---- ---'-- ------ ___ --- ---- - GRAVE `- . ��--/- 1` \\ . . 1 -_ iJ tj �� \ \ \I __ \ 1\ ` \� REMOVE EX; MULCHED �'6 _-`\..�' ROAD I . ' - -_ � c . \ ` \ \\ PLAY. AREA...& WOODEN 2 a, �. ` u.-ALTERN ATE...::N Q::� :1 . _ 1 :RAILROAD ':TLE' EDGING ''_- REMOVE �- '� '�- / / 6 - REMOVE \ �� (+� REMOVE - ' --,,� i� \\ CONC 3�'' -� SANITARY 1 ' k,,,�y ` / / a \\ REMOVE PLAY �� \ SEWER 4 I / I. / . \ TREES STRUCTURES . SIDEWALK /r- R; - - a� . . ',' 1 ', rn - .' \\ -- - _ ---------_•-- _ EMO.VE , .,. _ 1 CP \\ ------------. - - i 3 .. .. _T- ---- -- - -:--------- - __ - ----- ----_ I v/ . . ! ! R TREE - - - - - - - - - - - - - - - - - - - - - - . . - .. \ ..�41,a a I / / / r \ \ `3; *•. \\ �'' ,�:,;ft: �► / . . ' \ REMOVE :I - .. // I/ . \ \ -- °,,�� \� ;r ,;� _ REM:O.VE ``I,fYr. J I REMOVE / MANHOLE \ .i` I I i UTILIT �! i REMOVE..AND ........ y•.;;.� \ Y:: ''`' REMOVE ..... I/ ROOF ) 1 ...................................... :x \\ ! LINE:::::::: .I POST BID ADDENDUM j l / �� SALVAGE :w:.: \\ - + ,, \ ';�•' I I REMOVE DRAIN I SANITARY R I _ _ II ti I �� , . EMO VE SANI TAR Y t . / / f / . 1 ', EXISTING :METAL I ., TREES_:: ,� / SEWER , SEWER SECTION ;, �- / . ! li HANDLES AND .: \\ - - /( 1 . \ i ` �' '� CLIMBING :BARS ;�K;. /f '1 / /. I J ./ (o AND TURN :OVER . ; .r r..a REMOVE . ; . II 681 / / TO OWNER: ;�: ( R I , - ;: / / 1 c ,.. OOF REMOVE . " I ) i REMOVE:::EXISTING DRAINS CLEANQUTS �: I ' REMOVE / / {{ \\ / ` ►� TREE :::. l REMOVE 11 / I WOODEN...::/:/::::: 1 !' i I REMOVE / + �� I I /' [� E M U Ll TI C� N NI OTEj OUTDOOR.. PLAY I .. SHR,UBS �\. I' "GRAVEL ! .. / / . -`�-%? \� . STRUCTURE. ::::::.::.:::::. I( / 1 v I ::ROAD , / I, I \ i (- , _ / /��/ / F ��"`_ !+ I I`` 1 REMOVE EMO lSH ABA DO AFTER EROSION CONTROL <� , ��, �- - / I + _ .. - _ I I . MEASURES ARE IN PLACE. - . I \ REMOVE - / I / 6� , 1 I 2. DEMOLISH AND OR ABANDONMENT OF. URLI TIES .ALLOWABLE . - ...•STORM REMOVE :GONG . y\ ! - // ;,REMOVE 11 --' ;R� / I ( AFTER UTILITY CONTRACT HAS BEEN ESTABLISHED WITH SEWER I F, / OVE / ALBEMARLE COUNTY SERVICE AUTHORITY. `-\�1 ` �\-_ SANITARYY ' 082. / / I SIDEWALK:...::::: '' / + ° I ! REM -�� 11 i ::::::SEWER ;� I ASPHALT / J ( 3. REFER TO EROSION CONTROL .PLAN FOR TREE CLEARING I. . �,1 I �, / \ ,r ,! ^`6 _ / A T DETENTION BASIN. . . � I I � ' h °• . i' / "��/ I I .. 4. REFER TO SELECT/ VE SITE DEMOLITION SPECIFICATION I. . --�-_ , . .. / . x / / V I I . - ti ` . ::::::/.REMOVE , . .. \ # + �o . SECTION 02220 FOR ADDITIONAL INFORMA TION . I. 1 % ,,� REMOVE _' ----- / I, \ \ ! ::::::::ASPHALT ®/ 6g - - / I I \, ' a 'S ( / t' •`'r .�, TREES 3 =,` ��--� 1 BASKETBALL r`° --� • '` / - . �' �: S,; --- _ ._: I REMOVE.' I a / o o / �_ ....... C 1 ... OURT �i �9A METAL A. -A Y........: . -1-`- - - \ \ EQUIP : & I / - / / . . ' x. -- - ,/ I �� REMOVE / 1 \\ ! ' � OWNER:: WNER: _ REMOVE i SIGN REMOVE :CURB ANp \., \ �� 1 ` = - BASKETBAILL / ., / = - -/- - = - GUTTER : -'& :'SIDEWALK / -' _ . ' 1` - �� OAL AND �:' :'1;" �/ . _ - - _ - �.,,���� / ,,�- J _ G // :: ,try. \1. / �� l \ \ I • � / REINSTALL i -- - ---- --- ---- -- \ __� _ / \ \ \ e �t % / �/ I ` \ \ � v ,.� . I LOCATION . . . , REMOVE -=-�I . / I . . \, '; \ `': / DIRECTED . � ,••;,••>• / d/ /' ;+ SHRUB 1 �,\\ / w r- - - -� . \ \ i + - - h// / / \ \ .� _ BY . OWNER,. /� : ;: '', - % i ') \�� l s I \ \ ) \ 1 �/ / I . / s . \ i _ . .EXISTING /�/ ;�� �,' i / ► . I .I , - .. / !I I �, 111 I / %. \ . �. . \ \\ �.I ,I\\�� �"(�I(��. j.P\,,. /�\)\�I. �� .\ I!III I �� . �11 iI \ ._,.��.I I� ,�I\�(\, � - � \\...... .3�,�.\ �A I \�.. . _ � \.� �I . \- - \. I- 1\�1 I \-_,1 - 1���\)i,�,i-� U-;��_�k\i�- ,A'kIIl*- ".\\ i__ �i,.1�I,I ._. 1,(I/-� I5C,-._.I -P_1-,,/\.4 1�\�_ . . -� I.� . ..... -.. I.. . /-.: -�-.--. . . � C.�. D -� (I -\.. )1,6.\ I �. -- .,,,- ,q _ I_,_ .. .. .. . \._.\�.. .. . _. .../ ­ IA. .. ..�* ­._-..f ..,�. T.. .. ..! I. .\_ .. :::. .'*;::­':::. .�::\.,.�:::...::: 1 ' • : \ I REMOVE:::::::::::: REMOVE �I E N LE Y�® �- - - - _ _ _ = _ = _ - - - - - \ \ _ , \ \ l ...........:... REMOVE / - -- - -- - �I- - i.­.... _..1\.I:��I.R.I . ..:. ..�...., ­..,�.� ...-....�,.. .I,..:I*:::'.._.::::.:.::.:. ..:::::.:. _.::,....:.':\.:.. .:.:..:::.. .:. . ...:�...::. :,.­:..:::.::_�\.:.:..:,:. :.I:: .w:.::\._.::I..::\,":...:.:.�.I.:: :_., .:.. \�.::::::"..:I\::.::..:;::: :..".:.\..:::�:­:.:.. \_..;:1:...I .::.:...:\. l........ \/ I + 1 BASKETBALL :GOAL / ROOF -/^ , (+! - i I I;- I . \ \ \, t I STORM:: �� 1 1 ! I ( , _ I II �`b // I I I `', \ 1 �, AND REINSTALL 1� DRAINS 1VIIDDLE S C HD a L /, I ,;; .I ;I I!I I .� `, + ,ti cc I I SEWER . . . / &r . , ! --' - -- = - . . // I I / . . . �� ,✓ . } 1 : ':. ..� REMOVE :;CURB // , I I .. 1 , ` DIRECTED:::ib ',:: ::-: I f I ! �; 11 ! 1 I :I I 11 I l l II I R. 1 STORY BRIC '.�:• ..I . { . ! , ................. I i �/ I : 1 OWNER ................................. II • •. ( i f ;, t i i l '' `� j .......................... i I ;: , III I t► I !i ; "�i AND�� Gl1TTER ;� 1 I+. E I J // f �� i �� t I +N t I I I EXIST .CANOPIES /,1 I I t: ;''' / III I II x // \ I I .i . • / % I ! \ I f , ',. Ii +� �: '! I I'; III . 1 F 1 •. i / / .. I'I I. // III . /�'� i \ I Imo: ) �J I • I ;, . . . . . 'w ' I LTERNATE N0. 2� i►1 j / / : / I �\ ) / . '/ l� 'i 1► . 1/ ABANDON::.:SECTIO .:'::':::'::::::::" 4� / .. :. _ .........:.::::. j I I 1 _V� i t E -.. -.1, . . ..:: I .::_..::..::...::...::. .:.: I .:........ =.... ..�.,:.........:.... ..\......::..:.> I ...:..:,,�.V:.K1...,.,.. _j I �:. . . 1.:-4,. .:-. ..I. _V_. I I_ I .. /_/�. . A=. ,. . J./II.//I . //�/ .__/.I . . .I i/ __. ._, . . /. ... L:/�I:�:A... :, ,. :�T _.: . . . .7. I ..'A.1Il)m. ,.f. d/./I ./. . .'4. .... '.7 . -.. _/.. . ,. .�_f.- 7.., . .I.j . ...... ,. 1.. //1w. �".. .. -.. . 7.. / \ . . .. . . . �7. I .. I '/...�..1/1-. ',_r. . ._.m .._- . _ . .I . _7. . �. I�. .7�.. .. . I . I .. /-/..." .. ... _. ` .. _.. _\� _7\ .\.. .. 1. .� �I.. ..1.7�iI t-.\� _... 0.-._.. -144I,\_, %.� . . I .."..I,./. . ,_I7"_;�-. I___1 �... 1\ �\ . �_'_., _.. .7.. 4_,. ,�..\_I ._-I .. ��,. ,1.l \� �_". -�,...,\ V�- I. ,_. . I\,_I -1�\. .,\ 1 -�7�Z�/1\4-../A'*,.I, \II��-­1 .I . ) _,\, _ ."�i.-�. a � :.,...., L-I.:..-,.....,I-\.,,�:!... ,,:\..f."...� ,(.P. .�.-.\ I ./::.. , \L.. .1I \ � \ 11�/ \ . ../- .�\1.'.'. /. ­. i _ � R M OVE , / 1 i - _ , i , \ �� II OF:. STORM :SEWER & :CAP �_;. ��, I I I I I // I �! i ss, / / I ........ :,• ::TREES u 1 RD/ 1 / ' t A ... ...... . . I: . 'I; i 1 a ENDS: W CR.OU:T::::::::::::: �` ) (03 ,� 1� // - - - . I [ : � / . 'I/ . . . . \ I Il�\ �� .�� / iI / / ; / 1 ;I l ! I�EMOVE.:: CONCRETE I :. ! \ I i) / III I !I , I it 1 II �i� I I I �,. ,, i ,;! . 1 SIDEINAL K:::..: !; MILL . I `> > I ! ASPHALT. II �'' / // / .. �I�• I I III Ill I; y , !' I ! \- 6�3 1 // . / �{I I I1' . . ', I ! :,� REMOVE I -Q %� ��/��/� . ��� �� . . + I I �'� + !I " '►, l �' ,\ _ Um .r.40. -13- iI III1. / I I► . ! I \ 4 ,. G11 RAVEL. �' R ---- , � '� - I + !, -� , ! ..::ON , it L_ - _ I I U 6 I �, C I -_-, . tl !I _ �� t I III - 4� . ,�,) ill . . 1 ROAD::::::/��� I + / 11 t .. / �� �,� � ._...., ,,,_.=-,_ �' �I �•� 1 I 1 ;, SIDEWALK�::::�::: ' � � - / I ,, ,:� / ,ill I r // - I i �o 'I I , ; ' REMO:VE :BASKETBALL' / ; © ! � VI I r: :, ��/ - - ( I , - III^ , E ::......:............. - . -- -- I ! I - I+ III '.. _ _1 / l I '4'i --� �- _ '- GOALAND:REINSI'ALL --_L I; I -Ti, T�T� ; %% I, Iit %/^ 1 . / r7GE REMO.VE*: - =\ __ . _ - . I � I ( - - L� _ - . ..... - r + I ; I I! + \ I AT:. LOC_ATION:::::::::::::.: BASKETBALL:: G:OAL::: / ..�r. i I I i. i \ ! DIRECTED BY .OWNER: I L ,•:�,. :�, ! I III -- - - -- -- #o h I { } AND REINSTALL AT u .�- - _/ ..;;• I -1 j I. II) i �-.6�8 ! 1 = LOCATION ........ IRECTED !' I ;, �r I ( I III ! II j/ �/ I - - . i -,1 I I '. , ! BY::OWNER. // I I , ! _ _ _ III '� 11 /. ./ I i + �. �;, I{ I !! ` i' I I I l I i �� I I I I 1 I �_ .. 1 I I ` 'I { i l�.� ®. �' I , \ �% �' -.-�;F`" f_4\ ,. I I !i �; �:1 ! II I ) i III 1 , I ;, t I .t' ,.. :II /\ a !� // ii i I REMOVE &.: / ! (1 �17 ! ! '�r II II . % ! - ,,.;a / , / _,I)_ \ I/ - - * _ . / / .•. '•\•' ••'.1, i III i /� \ I' II ✓ � �-'� I i; / ( �i ,I I . // .g REPLACE:.:: I ;1_ : ,::. I i I i! I II ( t, . i j67 , I f J � :( / C I ill f , ;1-. + 111 II! . . f, , :. _� j, 1 i \I / DRAINAGE:::: /� + 11� % I . l ! �- REMOVE/ . :,�., I I I!i1 } I! + V11111""',//. i STRllCTURE u. 1 REMOVE LL I) III / j Ir ,-1 1,1 ,,'- . ' • :. . I / __ // \ ;� , II l j , 1 I i BASKETBA I V. I \ i1 , 1 �, \ �, CONC ��) (REFER TO -- ti i 1! I (!; I ) !I REMOVE / J GOAL AND.:.:'::::.: _) Y I �� ! II - ! I // I i i l �', 1i; " J :::DITCH /jam I D11VG; C3.0) . I r ; I TREES !I I 1 / I I i ;�,; \. ,t REINSTALIAT - I III , ;! / i <_ , \ LOCATION.:::::,-:: � \ I III 1 ! ��• I // ij ICI 1, ;c"'' , . . / . J \\\\\\\\\\\\\\\\./ II 1! • II I - I . J ' \\\\..\.\\.\\. DIRECTED BY / _ I I i'.I .,,, �. I // f .)I if l �'' / ! \\\\\\\\\\\\\\\\\ . - I I V \' ) \ , , � .\\\\.\\\\...\ OWNER:::: / \ ( II ( II i1 ! + // , �I I i , . . / {z . N q�0 / ` \\\\\\\\\\\\\\\\\ ! I I,--..,__:----1\- / III 1,i_ j I \\\\\\\\\\\\\\\\♦ \\ / \ !! ! �• / I 11 / I / \ \\\\.\\\\\\,\.. \ . I . : ,i 1,1 r 1 \\\\\\\.\\\\\\\ REMOVE . l - .•.r' y.. \, + ( I // it I j 1 I ASPHALT \ � t• • : ,t \ ! I �` - -- --- - - / o I (!1 ;1;I 1:��j . . I ' �/ _ I I I i 5'� 111 1 I . \\\.\\\\\\\\\\\\\, i �� REMOVE \.\. \\. % / AL ER.NATE .NO.:2 /�''�:'�', I` I i ; \ I i /- ��� � 1", �, \ -_ / a'' , I I + I / I REMOVE :CURE II ( : I . 1 ( ASPHALT \\.\\\\\\\\\\.\\\. . . I 1 i( (:� 1� REMOVE . !. III ' 1 . // AND<:GUTTER `� I PATH \\\.\\.\\\\\\\.\\, - - r - %/ r I; 0 �i. IG' ' / Ii` `,\\\\\\\\\\\\\\\\\♦ "I/. .. �-- : = \\\\\\,\\\\\..,,\. : !, R I I.1, •::;I (;�I// III ;�I 1.1 ,� / i' /SIGN N � i k \.\\.\.\\.\\.\.\. /.. t:. REMO E CURB: & ---s -- =r. _ L �, / /I ' 'R:: I G TER SECTION - �_JI i ��1 _ ,� / :�• - / /� F N E 11� _� I,�1�� �• J // • 6) r + % �� I (I CESSARY). i ''\ ! 4 I %/ 1 �\ ` //� REMOVE - _ _ - _ FOR: WATERLINE ��\ - _--` ---...--- - - -'- a-'° m �/ . II \ / 1 ���_ +. i \\\\\..\\\\\\\\.\\. ROOF ��. , _ / -)-- - - - - INSTALLATI N // �j �I \\.\.\.\\\\\\\\.\\. ) i % �'/ DRAINS �, :iI \, 0 / � , .�� . / 68s I i / I \ �1 / / �� i r o I .\\\\\\.\\\\\\\\\\. REMOVE :::TREES I •.;,•F. , \ - _ _/�- _ : �' �� 1 \\.\\\\\\\\.\\\\. \ ..... -.... .....::: . . /I r 1 '} -- _ - _�- - - - , .j \\\\\\\\\\\\\\\\\\ :: j ( �C ... :.:.. :% & :SHRUBS �r \\\ \\\,\\\\\\\\\\\ -> - + \ ALTERNATE :NO. :4 . \\.\\\\\\\\\\\\\\\. L . ii = ��,� I DEMOLITION LEGEND . � I + REMOVE OWNER TO RELOCATE MILL PAVEMENT XX. REMOVE 1 t //�/��� /�/�/� / ..+ �� :I I I�l REMOVE // �� �. . + ; 686-t - `� '~' //// - ''��� / vX"iX' ; "' ;'• "' �i ' :,�t:.. I / # SHRUBS // . f - ) \ I \ \ OWN. . IER. . . . I . . . . .TO %/ �� C �, ��� . / :� ,x I / // / . // I �_ I I c. . . , .: : : : : ! : :: : : : , , : : : , \\.\.\.\\\\\..\\ \ \ " \ \ \\\\\.. REMOVE: TRAILERS //// f::• °W . ' '� 1. �� / OPEN..CUT � r IF -I- / '�, -- t 1 \\\\\\\\\\\\\.\\.\\. // ,�. ,./ ,� ,:,1.-,;;-=.-_ �k• �--. I/ ROAD• FOR ,// � ' . \ �\ + \\\\\\\\\\\\\\\\\\\\\ I t' ------ / t t.. !`' . %v \\...\\\\\\\.\.\\. - - - } . - _ - - . - -?!� p ,- WATERLINE / ;, �'� �� , \ .\\\\..\\\\\\\\\\,\\. _ `v / ,INS ALLATION �- /� _ _ ';t :�.v I I: ! i . / REMOVE` .' , \1� �, .. • GRAVEL t \\\\ \\\\\ i , �� i i, . \\\\\\\\\\\�I\\\ -- \ / • \ 0 DEBRIS:: FROM ---- , 11 �!. _.� - - ::::::ROAD - 6g.8 .A \\ \\ i . . I OWNER i - / �. ('.. ';.'.• \ / . . / ` , X. . REMO VE: D E M �- I .�, . CONCRETE DITCH ,- \\ t .I I t I •\•• -- P TO RE .OGATE _Jk 1; II� ! . __i t \ \ OVE / VC \\. - / / / \ aa' 1.. I �.. .:: . . REM . . E::6:.... P ... .;: ': ' ::::::\: \ \ ,.:I :::,.; 1 \ . , SHED' :... I \ -�-- ( I� - ' j ` \ STORM PIPE \\ \\\\\ - - - - - - --�' _ =� �\ \ 1 / ,-%" I! !�I \ / \ \1 \ . . N . . . __, . . .. I I . . . . . . . -_7_�_ -__:::__I _7:_ ----- . _---- . - ,, + / // . / �,, I \ . ----___-- + I (, !� 1 `\ \\ \\ ,\ \/\(5. `3 1Y _ -_„-_ - - - - - - _ _ - _ - - - - - - - - - `�- __ .. - '/- - �� / - �/./ / /" I �il I� \\• J o `� -`- - . - _- .[: .-. . __- -I . - I . _ 11 ! \\ REMOVE REMOVE - -- - - - -�^ REMOVE CONC -� /' _ II I \ �;�, ' '' '.*..,,,. . �� - 1 ► �_ -- p TREES : - - / /' I\ . __- ._. 1.4�_1 gx.,"._.%, -. . -- _,.... -_�.­;_1_.. j._-;:V_.- .P-0. .._., O,.`-, ------ `_. .. . . \ \ �--- -- _ U -__1 /�\ I r M PSTER -_'''' QWNER:::TO ••.,.a.., - �-- / I . -- I' REMOVE ': PAD : v, r �.. _-- .- , �- ... \ ,, ., _ -�, _ _ DF GN CESSAIRY ) �� . RELOCATE ,... _ i - � I, - , ' 6 ASPHALT �8 �' --- \• . 1 I � SHEDS:::::::::: ..,► „yV .,. ____ - - ___ _ FO .. WATERLINE i L, �I I \ I. b,a : rr . --___� \ � PATH':::::. i. , ., _ _ _-- ' c -� ;,n ,` -- -- ___----_ .gin: ___ ---- - _ _-- _ _ INSTALLATION - - �. I (!i I! I I , :::� / �` _�____. -- _� - REMO ES - - -T I F7 \ \ \ -- ' ,'' ",' - VE _ THE _ _--- - --- _--r- j `1 +. :! \ I II .. .. . . .. -� . I . /. . /_. 1+1�.. ,". . _,___.__,_ _�_. .. _. _,..I _. . __. _. . _-_. ... .. . I . . .. . -. .. ... . . . . . . *....-I I .1. . . .. . . .. ... . -.. ..+ .. . .I . . 1 } � ' ----- . ^.: --� J .. IN AREA .FOR _ -- \ 1 695'i'+ IJI `\ ��`'y If I. . ---- _ _. __ - _ AS M EN T _ __•- - - ---- \ J. , • • . �j �� .\ \ _ I // * . I . ­­­_. . . . , 71 i `1. . 1,. . . . . . . / . . -- . + . . . .. . . - . . . . . C _ -_- 09 5 __-- - _- _ ) y \ , , _ = --- JI ,II_ - I , - - _--ter - -- I✓ _ ', �` _/ I.,I � r :.':. ::*I l:.:+I :,.: ... :1 :i;;,, . . -r2_e�_^ . .s.o-ow _-_____N____.�-A__T�r-r_ __--;_- ;__- ____.. _. _--_-___ -... ._- ._- i -, - \�. - 1 % l - �- - J_ ____.r- . -'_� .�- 7 0 0 _ ___- - -`�' ter•.• , '`_r'� ' ;/---�-' - _ ..'� r \ I,'� REMOVE _; _ _ - I 1 / /,1 - \ � , -L-1 . �. =-'`--LANDSCAPE TREES --- ,- --- f `- _ = --� - _ - _ , I i I _ ! I N AREA __-- --`- _ - - -`-" `- _ - - { I / � , �- _ 3. 0. J` Y '-� / / _ I . QC COPYRIGHT RANCORN WILDIt.iIAN ARCHITECTS PLC . . . ti v . GRAPHIC SCALE 0 15 30 60 I . ( IN FEET ) 1 inch = 30 ft. R A N C 0 R N W I L D M A N Architects. PLC FILE TUBE 460 COMM NO. . 03-014.00 DATE MAY 7, 2004 DRAWN BY FS 601 THIMBLE SHOALS BLVD SUITE 210 NEWPORT NEWS VA 236 06.2557 757.873.6606 TH . �I?"' O �.� O FRANCIS SLINSKY III ;_! No.36172 � ,$ -1 / I /-�_ .. I 0,11 ONAL - &. *** s . 0 TIMSMONSION pGROUTHROUGH P YOUR VIRGINIA I NORTH CAROUNA I wEs-r VIRGINIA THIS DRAWING PREPARED AT THE CORPORATE OFFICE 711 N. Courthouse Road Richmond, VA 23236-4099 . TEL 804.794.3500 FAX 804.794.7639 www.timmons.com Site Development lResidentiallInfrastrucwrelTechnology 2 497-30 . 0 . . � . I 0. . . < . . I �L. w ■� . I (0) Z. 0- . .co _ 0 c Q W O Oz wz. ..i._. L.L ::) 00 . z L) . . . < W . . >""""""` U) -j . Wz� i�. o Q t�11 . W Wpm ❑ t.J . Q Q - A I --DETAIL NO. RANCORN WILDMAN Architects PLC FILE TUBE 460 COMM NO. 03-014.00 DATE MAY 7, 2004 DRAWN BY FS 601 THIMBLE SHOALS BLVD SUITE 210 NEWPORT NEWS VA 23606.2557 757.873.6606 TH 0 X, FRANCIS SLINSKY III U No.36172 .711,f ZONAL TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. VIRGINIA I NORTH CAROUNA I WEST VIRGINIA THIS DRAWING PREPARED AT THE CORPORATE OFFICE 711 N. Courthouse Road Richmond, VA 23236-4099 TEL 804.794.3500 FAX 804.794.7639 www.timmons.com Site Development lResidenuallInfrastructurelTechnology 2 497-MI zz oCC --- W J p a z. W z ❑ 0 z cn .j Wz� W�LM a �j QQ SANITARY SEINER & WATERLINE PROFILES -DETAIL NO. -.STATE PROJ. N0, 2-94.2D C21v1 SHEET OF COPYRIGHT RANCORN WILDMAN ARCHITECTS PLC \—POST BID ADDENDUM ADD WA TER AND I 4'NQ.�.�RQQKS -S. A ..8.E.- A -'WITHIN. 24 H SEWER CONDITIONS or THE .4 ER N E N .:H 1.N-*:M,Y 0 9 ENSI 0J.' ­'SH ALL �_E: L 0 ED :2 . O'R.00K -LARO'M T_. J(� A L 1. 5 0. D. GAL VA NIZED STEEL HANDRAILS IN TERMEDIA TE SUPPORT AND POSTS (EQUALLY SPACED AT PL A TFORM 5' O. C. MAX) RAMP TER TO PLAN) 16 SIDEWALK ... I =4 7 POST FOOTING 12 DIA ME TER q. BY 24" DEEP EX TERIOR A CCESSI BL E 'HAND RAIL NO SCALE R= .114 44, 16 A TOOLED CON TR OL JOINT A 4 -4.4 , -e . .14 I 4 .4 4 1 A' EXPA NSI ON JOINT EACH 30 C. 4" TYPE A—J CO C MIN. WITH PRE -MOLDED EXPANSION FILLER CONC. WALK C. 4... 4 4 4 A 44... '4 4 4 4" 21B STONE PREPARED SUBGRADE SIDEWALK AND CON TR OL JOIN T NO SCALE NO TE: REFER TO ARCHITECTURAL DRAWINGS FOR SIDEWALK SCORING PATTERN. DENOTES CONCRETE. PAVEMENT ON PLANS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLEICOUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPON— SIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY (OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED.WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATLEY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE.CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICA— TIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY..' 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING —MISS UTILITY—(1-8007552-7001). 6. ALL.WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES -ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 1.5" VDOT STD SM-9.5A ASPHAL T CONCRETE D 5— 4.0" VDOT STD: BM-25.0 A SPHAL T CONCRETE <tr D -0— -C 8 VDOT STD 21B A GGREGA TE STONE C) Z7 A COMPACTED SUBGRADE BUS PARKING PA I /EMEN T SEC Tl ON NO SCALE ............ ....... . ... ............ .. ............ ­.;..... .... ....... I ..... I ........ .................... ................... .......... ........................... ... .......... . ........... ...... ..... . DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS 2" VDOT STD SM-9.5A ASPHALT CONCRETE B".VDOT STD 21B AGGREGATE STONE COMPA C TED SUBGRADE CAR PARKING PA VEMEN T SEC Tl ON NO SCALE DENOTES CAR PARKING ASPHALT PAVEMENT ON PLANS 2 VDOT STD SM-9.5A. ASPHALT CONCRETE 57U, 8" VDOT STD 21B AGGREGATE STONE 0, z.v \ > X `,-'-—COMPACTED SUBGRADE PLAY AREA AND WALKWAY PAVEMENT SECTION . NO SCALE DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS NOTE: PAVEMENT RECOMMENDATIONS ARE FROM TIMMONS GROUP FLEXIBLE PAVEMENT DESIGN CALCULATIONS DATED 4-2-04. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. CONCRETE CAP ..8. VALVES ON DEADEND LINES SHALL BE RODDED.TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION( OF THE LINE. 4 ),01.. 6" DIAMETER STEEL PIPE FILLED WITH CONCRETE, PA IN TED "SAFETY YELLOW"' 7161" PA VEMEN T ' A 0 0 -.0 0 0, 00 0 00 .0 4. 4 Y­61" .4 2'-0" DIAMETER CONC. FOO TING PIPE B OL L A RD D ETA I L NO SCALE EXIST GRADE METAL INSPECTION FRAME W/ SOLID LID (NEENAH R-1975, OR ,EQUIVALENT) CONCRETE COLLAR CRUSHED STONE BEDDING 4DI CLEANOUT FACE OF CL FACE OF CURB TOP OF CURB R 6 04 ------- 77", . . . . . . . . . . . . <1 7 4 4 aQ . .............................. ..... 4 �0 0", 4 MINI. VDOT 1157,1168, OR 1178 STONE BASE UNDER CURB & 6 6 2 _0 CUTTER STANDARD VDDT C G- 6 .CURB & GUTTER.. NO SCALE 4 TOP OF CURB K CONCRETE SHALL BE A J IF CA S T IN. PLACE, x-> 4,000 PSI IF PRECAST 8 FACE OF CURB R=2 6 0� - —0 Q0 U o 0 —0 0 ou00 '9 0 0 0 o 0% 006 0 6„ 12 CONTINUE STONE BASE FROM ADJACENT f_/1AVL:1V1L:1V1 SECTION UNDER CURB CG- 2 "EXTRUDED Y) CURB WITH REAR FOO TER NO SCALE 4X4 616 WOVEN WIRE FABRIC 2 R F=4 " 6 PORTLAND CEMENT CONCRETE '4 D0 4" 21AI21B STONE \> /\1 > /I 1\1 > �1/ I X� X, Y, SUBGRADE CONCRETE SERVICE AREAS PADS_ NO SCALE DENOTES CONCRETE PAVEMENT ON PLANS GATE SHALL BE 2" GALVANIZED PIPE (WELD SEAMS AND PAINT W1 GALVANIZED PRIMER AND PAINT WELDED U—BOLTS REFER TO OWNER'S INSTRUCTIONS.) 6 CAP FOR CHAIN AND PADLOCK 12' 41 41 .......... ....... ... . ...... ...... ...... ........... .... ... . ..... .. ........ ................. ....... ........ ......... ............ 41 8' E/P TO E/P 41 6" is -1 6 DIAMETER DIAMETER SINGLE SWING ROAD GA TE NO SCALE CHAIN AND PADLOCK PROVIDED BY THE OWNER CONSTRUCT GATE STOPS TO HOLD GA TES IN OPEN POSITION 6J CURB C/ U T FOR 6 RAMP DOWN HANDICAP SPACES RAMP DOWN CROSS SEC T1 ON ACCESSIBLE SIGN L 0 CA RON (VAN) A CCESSIBLE SIGN LOCH TION (TYP.) 6 RAMP FACE OF CURB 4 WHI TE PAIN TED STRIPE (TYPICAL) min m1n 8 min 5 8 8 8 9 TYPICAL � VAN ACCESSIBLE ACCESSIBLE ACCESSIBLE SPACES REGULAR SPACE NOTE. REFER TO PLAN FOR ACTUAL RAMP LAYOUT AND ACCESIBLE SIGN LOCATIONS. TVD D A 01ZIA11`1 CD A 1-1E-TA ll C NO SCALE WILDMANRANCORN Architects PLC FILE TUBE 460 COMM NO. 03-014.00 DATE MAY 7, 2004 DRAWN BY FS 601 THIMBLE SHOALS BLVD SUITE 210 NEWPORT NEWS VA 23606.2557 757.873.6606 WT T 0 ryl OFRANCIS SLINSKY III No. 36172 �1411s,,*SIIONAL V, TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. VIRGINIA I NORTH CAROUNA I WEST VIRGINIA THIS DRAWING PREPARED AT THE ,CORPORATE OFFICE 711 N. Courthouse Road Richmond, VA 23236-4099 TEL 804.794,3500 FAX 804.794.7639 www.timmons.com Site Development IResidential I Infrastructure I TeLhnology 2 T 4-9-7 --5 OT 0 .0 =cnQ Uzz �o� J0> z �LLJj �z0 QU Wz� JpQ Z�W 0 < < SITE LAYOUT & UTILITY NOTES AND DETAILS DETAIL N0. SHEET DRAWN STATE PROJ. NO. 2-94.2D C2n2 SHEET OF. COPYRIGHT RANCORN WILDMAN ARCHITECTS PLC U It . - _ ._ - , . Page 1 of 1 1. I . '...... . . . ..I � ..I. ... �. I-. .1 .. I� .. .. 9 9 .. i . . ,F AI L - � VER .vE- * ." �. ..LCI. .. ..... . . . .I .1 .. .':jI._i,..�-.­- .".-, ...*. �..��.p... .. �.. .. I. . . .: �I., .. . . E:F-1- G ',. I, ., ...'<... .-- �-:E!.., -1:� . .�::7 I"" ABBREVIATIONS r . . . . .*� '.... ..:-.�%%%%.... . . NOTE.' ABBREVIATIONS MAY OR MAY NOT ABBREVIATED WI TH (A) PERI00(S)"�"fFA: - . .� � . � � I ..1 ..I. I.I­. .. .I. . - .. I .Z. ,: ., .�R.. ­..".-. ­:". 1*=...7.1. ,: ..:".I .', ­�-. .1. ...I :.. . ­/ ­­. .'. -` ,0 -i .. IF' �.­.d1 -%....". ���-. ��I.� .I �..., . � �.I .I . . ... 1' �. .. �. . . . ." .: il .: .. .. ,­ �,�1; *,.., .1.... ..,­..�.. . .- ..... ,...-. ��. .... I. ...... .....,��. .P..­ %-� , ;�' E.I�E. *- ..-, .,,.4 .,. :-I�,.. ,.,' 1.. APPROX . . . I APPROXIMA TE . II . � . I I I I...I ­..1 '. •, f :.. .. .- . ­ LF�,D AA . . . 5'.� :. xzr ,:;_. 1. ......... ...�,::.. ... w�1-.,� -. '..' _-r� �.m. .I"-1 ��. .. -�� .q-I-.: -O...- :..I '`..� r % ;.,,. - .­. � .t.. "7.. .. .. ..I ,. ...:...,, .. ....­:,.�%, ..'I`4 II :.'d'., ,......' .,.x�­.:.-:..--.I l.�:..�.1 ARCH I I I ARCHITECTUR(E)(AL) I I . . . . . ; . -''�. � . _ p-� .. .� r; . w ;. ... .. ,,;.7.' *, 1.­ 1" .. -.-..­ *�4q. �:.,�,. �: ,-.�-.i. , "-.".�t....:. .�_:-�.1­.. .� ..4:�'.,..T'1.'; .,.I,I� ...e'.. . .. .. . - ' r., :I.i .. ...1 - . . � 7f- !.�- BC BO TTOM OF CURB �. �.. . .I .. . .. . ;I. -. 1 ..-,..�I .-­,., F-' . ` ,.., "' .. ,.�. , :A . ..! .. .., X... _. -,'. .1-..- .*. ... ..I-I�.I: ...,.... ��....,I-_�: BLDG . BUILDING III ... I.� ..I ... �.I-I .I .�I I�� . 1I . . . .. ..�. .. . ..I�. ... ... , . . _r.` " �.. .,.� . .. .. .. ..._ ..- �._�'. ',-... .'.UI.,C ._P.:...-'�-j II . I 61 I.. .� ...­..�: _­ ', ..*.�- ..� .�:,-I ...'... .� �.0 .,'�­...- ..... :,. ..,-.� :.; .,: . BM BOT BENCHMARK . . . �I . . BOTTOM .I.. .. LINE & I. . �..I.II S YMBOL :. LEGEND �.. - '.-�.It _..I ..... —. I. �I, ),,.. ,• .. .;fi � -1­.E . . .• >' �t�O-7-LO�- TY I. . .. _ .. I *O..',_. ­.­ .'. .' .. ...,..�'... ..::. I1-­. 1�......�� �.:L_ .1. :E.,- �".4..;I :.: - � . . �....�� _... .. :- .-1.:::. .,. ..-.. .'-.. .. w.. :...­.. .� .., I - -. 1i_� I RUBBER. COATEi ST � _.. ­, -S. .: .: A...�-k .�.,, ...;".� E�1�..I :�...1­­ ., �-.­I. ..:_ ..L-I. . . .. . .. '. ,.*. :' .%: ..�.. .. ,�-.--..:.-� .,. �...�:�.I';.. B/W II� . I BETWEEN .. .�. .. .-'..I�� ...:.I_. ,�_I ... .. .�,*� . '• ..:5 AID "- �:2. ,,` �"-. ..�..., . �' �.1 .._"E .I1. -_­. .. ... .,.J .'. .,, .:;:!,�I ". �. ." :. i� .�._. *.1 ..-.�A_.� ..�'_ 1.-,� :--:,. .�- *�'--z � �� . I.I . . I.. -. 1�-..���. II ­. .II 1 -� .- . r , . .Q .. BAST I I�.A - { 1 � -* ..d. '4_, :I .%�. :-', :.�:,.::... IE1..� CA TV CFS .. CABLE TV CUBIC FEET PER SECOND': .-..I- GENERAL : . -rI� I ..I . . I I .. .. -%27 .. :. r :. ::. ..., RE-T'R, ; I-. . .. .. .- I.. I' .. .Ib--::'V-�I ..�:7' ,_1.,.., ., ,,- ,'. .." - ".GENERAL . _,...I ­ ... -�..� :'-�a. .-�% 1. �.. CMP . . .. � .. .. EXISTING CURB . I ,.....I. Q . ' ; RE T OI 4 �, -�:: `: :. �. �: -, �:.; �.1 .:� .._1�.- :��� ��,�j CORRUGA TED METAL PIPE I . --.... I � �� �. .I .. CURB ...m­ ,� _, ;. ' .:...­ ,G FIN LAL r .;�:.: ..- �,� . - ;S�..:. 1,..4.:­ "_� ., .�.". .. .-1, -.:- ,.. . , . . ; I 1:. ":.:, �.1..,.." CO CLEANOUT �. . ...� 1 '.. .* - .. III � . I�. EXISTING CURB .I .. v. -.�* ..,..r7 =.�, ..r".'.­­.:`.1_'`. .,­,.;.- MEC.-"II,C�L .- . .,..l I :�-: 1LEA .�.. I"�T­­.� '.-, .1 �. .R..., ....�..... ,,., .:. :.��:,... �:.'._�.. ..:''_.- ..'.1�:..-......oI.I-,,.. { ,� . 1�.-; : . .'. �, . '. ...�. _� .. :_.- ,�., :----. k�'. CONC CONCRETE .. . . 1. .. � 1I ..� �3 II �. &GUTTER . �I. ..� . - . �. �� . .:. I_. .. :• .. , .` E : _... . . A: i,r ': _PI�. H-.. -�,E1.._.��..I ... .'.11:.-. -..% ..-...., .1:.;:!,'� . .: .. . ,..1. , , . , .. :�;, .., CTB CONCRETE THRUST BLOCK . - ..C(--_ .I I. �1 CURB & GUTTER II. . I ­� :-.� . . E(I INLET 'T OU:fi. ' �.--­i ,�..'., .;�". . � ...... 1". ... . - .. I-. :. ;.�: DEMO DEMOLISH, DEMOLITION . ..�I. . .,�__�? --�rI_T- .. .. III DRY CURB & GUTTY . ,.I .. �. .. - ". ­: =,� . F ALL E O. ? , T- , . I'f .' 1�.. �. . I I ...'.*. .�s . .�­.�. .:,� ..: . Dl DROP INLET ' .._ -- .- _I ..I I . I.� . - EXISTING DRY CURB &GUTTER ... :.., ..'.� ..:.1 ..R ,.-.�- .—.YP'M_. ..1­..-...*;,-. . , , ... ` . • ;{;NEB : iEPT iF F0'1:... -,: ' •' _L '' :' '.I..'t..... "�. .� *A­.-�.1. 1.�..-- I. ..� :....-.:..­.' ,,. 'ARtE, , ,, s..", ,-.. -I.' :_,.­,�-1.I-:,..*: 1.' .. DIP DUCTILE IRON PIPE ���� � EXISTING TREE AREA. PERIMETER ...i 1- :N - : : :.... .q .�. 1,. I. :.Q,.:... � � .;�: ."::� DIAM I. . DIAMETER �.I.� �.. r_,_" �)� � E�­i1..1 EXISTING LANDSCA�'-,AREA PERIMETER LANDSCAPE CLEARING LIMITS .. �- ­I 11Tt �t l, I r; 0 TF�.I .UTING .. .., .. -. . -�.. ..,I�,;,,7.. .. .::.­..:.. �.:.­ .�.�� :�:.'­ .:�`.:�,.,. _�.-.,,�.. :-..Ii :�.. � : . �.�.*.I �.... .. '.-.-�� �. .... DIM ..� DIMENSION .. -.. T .. TREE CLEARING LIMITS EXISTING SHRUB .--. II...I.: -_.�,�� .1,�� .�f­1_. .!ml��.z.'.."- ..­f�:.. .Wi ::: :.. �. �„ :. =.. ,.,.:. -': . . , . :�...�._'; ,�.-_ .� 1.1. 1.; ,. ,.. -. .,..&­ -- :.,:.I. :-.iA�, DS DOWNSPOUT �.-. l._� .� ,.. I. .. ,... :.p. I..�.� ..,1 ..p_.Ia.�...1...��-�..,_ ,.�. :..�.�.. ..:..:. I..:".. ..,��_­.�4....: .I �_m­._..�a,. ,.,.,I',._ �.._I :, .':. .. _..I.w II .:..'­ ..1.._ L./-....,-q11 .-..' -_.4 . !.II. .......1...*.. ..�..­7 * ,. f . , �..,�;­11,I ". .'1;...� ..� ;, . .4.. :: .$w..�.,. �: A: I~BTa lN1ERT" .R : iw <►x 1:...2.-..I.H�..,I .�.., .. ...: * .:- :C4,_-.. .: .,�,. -7 DWG DRAWING .e�� EXISTING TREE �. *.D-,.lR . TRA 1T ON :OF� -'O+iV 0 TAB � .I...-.-:St ': .. . . E ..I. EAST ING C .. I. 200 � ... .I �. . I 1.. EXISTING CONTOUR . ..I.. .... �. �. ..� j,. �. -.-:.I .,. .. -I.:. I_..-.­__. I I.. I�". .._ -�.-..,Q IN' LET ; . OUTLET PIPE .::SH . -L E ::. ... 1-.­ PED. .0 Q... .H �.�. .�- ., .S:..:. . .. * :....;' '' .! ._-..:.-..:"- ELEC ELECTRICAL) ... ... . II. I . I ..I�.�­.., :"�. , , - ' -. ­�,._-. !*�7. )a . tll". BE,° DINS .. '. �.;- I. � ... <_".. 0 0 .. . . .... CON TOUR I. .1A...,T.... . NO" '-1�. :, ,,., �... . (� ;/�j7 �{/�1y 7�R"�� - ­- ELEV, EL ELEVA TION ...� . .. . ._� EP . . EDGE OF PAVEMENT ® .. I. .I. ... . BOLLARD .I ..-L: S. :.�.. R- E- . :.:BCIN THIINEIRiiSIT H:Q:1 ::.: , :.. "�.-:. .. _�.;-. .. {: _ f IN . 1 M A . D S e t-`1 EQUIP EQUIPTMENT ..-... . .� ., I. . .. . �.... .:�.,.�.,*�- "..-- .. .' ,N.-­7..,.­;'-` l-*.-. ..:: _ .,..:.:-' ::; ` ­.:Bi II. iiALL DE TN ' TI l :N>�TANT ,. TH`.E 01L V. EX; EXIST 1I.. � .I. EXISTING . . �II� . -a- . SIGN ' . ...::... ....,' .. . .. C •: .THE.tN.ILTAN SILL `;DST. 5 .E IIN:EE EI, ..: A,:�� ,:.,. .. .C�'�IDI I .I�ANH:tI�.L. . .. -. .I. . . 1�.. .. I. .I .��.­< Ej 1I.,�� . TEN.LD OR NON ENDED ..­.. . FC .. FACE OF CURB .�..I . ..I ..�� 240.5 I .I . �I .. ....I.. .I. I SPOT ELEVA TION - . I ... . ., ... .. ..'7.X.'��".I .A. .. I ALA ,�01 -. .. . T j I FT I-i �.LA s, I N �,ETS, .0 E l'S '.�.., .: ..�,.:. .� . � T �E: SEA�.E:� : O �[..1 ': FF FINISHED FLOOR ELEVA TION NUMeErz EscRrPnonv ECEv- p.- o .. .� . � BENCH MARK ,. .. �. .z .I. . I � N S I D E AND OU T. .­.,.. I..,.. .I ... -.= FLD FIELD ELEVATION ,.x- .. II I.. .�l..I . 1. . .II . FORCE MAIN I... ..I.. .. . . .. . . .� I.*'.. I--I...F '­.-,F.. I I TYP.1.' L.. MANHOLE SECTI 0.NFW . . - FTG . .. FOOTING. . �... STORM SEWER I.. I-�.I. � . . HOWI'NRANTIE-!NG -.. .. . .I GAS . . .. . . . � ­t.I �.�.­.., GAL V .I I GALVANIZED II.. �I. - 1I1I. . EXISTING STORM .SEWER I�'t )..I,I.. . . t { �.. . II. .� . I. . .. . :6. .. . N TS . GC GEN .� I� GENERAL CONTRACTOR � � I -. .. . ...I . STORM SEWER . .�.-E .�, ..: ..��.- F� ~ i -- A �,.I- GENERAL . . . 7 /: Y:... . x +.r . .. � GPM GALLONS PER MINUTE OD DRAINAGE MANHOLE. . 1.II .. http://www.acsanet.com/TD-1.JPg�. . . . . � . 2/12/2003 http://www.acsanet.com/TD-18.JpgI � . . . . 2/12/2003 . I . . GRND GROUND (EL. . �. . . .. EVA TION),I� . � I . I I ' I I I I wDRAINAGE INLET . GV GA TE VAL VE . . . EXISTING DRAINAGE STRUCTURE NUMBER HP . HIGH POINT EI OVERLAY EXISTING PAVEMENT AT BOTH ENDS . . I I. � � A, I . . I � I . I . . I I. . OF REPLACEMENT .SECTION A MINIMUM OF' 3FT . IN INCH oRAINACE srRucruRE NUMBER AND PROVIDE A 'SMOOTH TRANSITION. . INFO INFORMA TION [� DRAINAGE END SEC71ON INV INVERT . JB JUNCTION BOX p . CLEAN OUT JT JOINT LF, L.F. LINEAR FOOT UTILI TIES MAX MAXIMUM 2S- EXISTI.ING SANITARY ,SEWER MECH MECHANICAL . . 1, gs- SANITARY SEWER MFR r . MANUFACTURER I I 80 EXISTING SANI TARY MANHOLE 'NUMBER MH . MANHOLE E3 w/ COORDINA TE LOCA TION 9� 75: 3 8 25 I . MIN MINIMUM S.80 SANITARY MANHOLE NUMBER MISC MISCELLANEOUS 9378.25 w/ COORDINA TE LOCA TION . M TL METAL O SANITARY SEWER MANHOLE N NOR THING) .. . coo CLEAN OUT NA, N/A . NOT APPLICABLE - WA TERLINE .. NIC, N.LC. NOT IN CONTRACT W EXISTING WATERLINE NO NUMBER . .1. ® WA TER VA VE . ' NS NO SCALE - . . = WATER METER . OC r r ON CENTER 10 I EXISTING .WA TER METER . OD OUTSIDE DIAMETER . . OH O VERHEAD W - tiYo EXISTING FIRE HYDRANT . PC PRECAST I COMPLETE FIRE .HYDRANT PERF . PERFORA TE(D) (INCLUDES ALL NECESSARY . PERIM PERIMETER VAL VES, BENDS, AND PIPING) . . PL r PROPERTY LINE I WATERLINE REDUCER PLUMB PLUMBING b . WATERLINE PROJ PROJECT PLUG PREFAB PREFABRICA TE(D) � 0 WATERLINE FITTINGS PVMT PAVEMENT LIGHT POLE . MAINTAIN STRAIGHT EDGES ALONG LENGTH AND PROVIDE A UNIFORM APPEARANCE. EX. ASPHALT FULL DEPTH BUS PARKING PAVEMENT SECTION TO REMAIN REFER TO DETAIL ON C2.2 . 1 %%%/%//%!//%%%`// kt �J 1r� y���- Y' .,. ?- 1- �� D f 1. r , sA wcu T -_ ,� Dc-C,= f F� , 1� � r}� SA WCU T `_` 7' 51 . r; j ;`/ � 1 ,� ' �%% , t BACKFILL TRENCH) %/// t� WA TERLINE `%;ICI ��3 ,z t J' `mot `, WI TH 21 -B STONE . . � . I I . PA VEMEN T REPL A CEMENT DE� TA IL . . .. . NO SCALE QTY QUANTITY . �� POWER POLE RAD RADIUS . . . II RESERVED PARKING Y'" RD 0 D J RO F RAIN GUY WIRE ". . + M .M . . . � . . I ., . . . I I � .. 1. + I . M M M M I M M . . M . . M . I M . M . � 1. I . I .� + I M I . . . I . I . I . . . . I � I .* . M , .. .M :*,.+ I . + I . � ..t1I,!.,-.-....-*.. . �Q.. .. .�. -I_X-M �. : . .IM,� .A. .� ....L... M Ml�. . �. .:. M;.,.t. jM . .. .!�I ..P. : ..M .,..�.M. !-_'. .-..m . :.:_, -- -_, -:� ;- :.-:.�..', .;�..�...*M _. �-.. �'..7-,,.::._ -_'�"'..-.d,-M -. % ::. .M-.".�. .i W�- %.. mQ. ' - e- * N. . m.). !0TM . ,R. ., ' �-�0 . . ­M "�. .` JC' :*" .H..t-­1 ,�-; -'�' ­-_1:-'�� � -.q_N, ,.".',-.-'i,`.M."�.0..-..:!�.�';_:', ,7_-T'"iM-:.M ": .M� .+7. '­Mt�w-:­,-M 'r�,f-. . 'I -;1 ,-M%," ..U- "�. ". _;: NM 1, :1'.: ­.", -�'M. .M"M.�.,�,`,-�; ,0 REF REFERENCE . ,,� �,, .� I M I I � M �M . M. MI.M M .+M M� -M JM 7.. +. I MI 7� M w.1.��M.I .M M.. , � - . . : IMI �'....'$',:p':..:M. - _+ + ... .:.�.'4..MM .�MI M.� M _, REINF -. REINFORCED ING OH E EXISTING OVERHEAD ELECTRIC LINE ,m I;0.;": �Q 1' �� : ( )( ) . :-.��.,�.0: M-.A.m. 4. . . . R iU R EQ� . fM�.�M .... ;1.. I,..a.., M ., M. � iM m-i"m�­,-'M. �M.I-1MMI I. REQ, READ REQUIRED OHEII I r,>9 _ ovERHEAD ELECTRIC uNE 4 PERFORA TED UNDERDRAIN < in , .. RJ RESTRAINED JOINTS . EEDII CORRUGA TED P. E. P E 6 X6 LANDSCAPE TIMBER lP - RIRa: I U GE EXISTING UNDERGROUND ELECTRIC LINE . 1 ' „ 1 :. f . Row, R/w . RIGHT of WAY W FILTER FABRIC WRAP /M.I : M M(M� M . WOOD EDGING :F ; . ,,,:.�f,; : f . I. I, . i­ �11� :: . -IJZ..E��, J".;:�_-0,_I� .V2.;-. 1) ;4A2 ! t�3�- .'�:�,.-e 6_.. �_ ..7. �. .. .. . . .� . ­ . .� . .... . . .I � ...:,- .1 . .I .. . �.,:. ;..­',.-.�­ . i J. "f .T.. .( .. ? ...` _ . n :. . 1 r .� t.. it - S SOUTH UGE r AROUND PERIMETER 2 SLOPE. CONNECT TO MANHOLE . ,. .. ,, r> . UNDERGROUND ELF, F.. TRIC LINE r . FE., o : . RiEF R 0 ( E T PLAN ,. s .11 C1... AN SANITARY 0NT � ' . F:1.,��`; •..:.•�.R.., ,.- ,;.-, M ..:.;� ..}.t.;•...,5...:.-.�.::, - -. .'. :.. .O v Or O U O O O O O O O <O v. .O O O > <O �� O O O O O <O V <O O o .. :.: EXISTI G OVERHEAD T a o r r o a N ELEPHONE LINE < > .. r 6 MULCH :..: . O U O O O O O O G O O O O O O O O O O c` O O 4 O O O O O O r .:: -. .. ..: .. .... 1.:. ....» :; , A P G o . M + I SD O 4�> o o o o O o O O'o P o o 1 �i.. SIGHT DISTANCE �. � � � o o . o o. O o � o, _. • .... TIP{il��NE55 ,± : '. ,.. j. NO 4k0.,,I .1, a.. .G . o c o P P o o a o 0 o P o o I ... O O O O 0 O O Orr O O 4 O O O G X b'1• .. .. -,.. -F ... M. '! r::[] f r �, 's! j..: O PC� U r .., .. -: .. .. .. .. ... �h ,. . a. 3 a.� �+y <> > c i0\`1 G7:?O'�Q O O>.YO <?n C..QO� .7.. A 1<> QO A.. O. O Ifi O.. A .... ..':.. . . ,.+7^,•�: { O EAD TELEPHONE LI VERH NE :..... , _ : _ T. SHT SHEET � ,.. .�./ _ � ..:: .�, r/ / /r //r// / /r//////// / /r/r/ j ./ / //// / // r/// /r r \\ \\\\\\\ \\\\\\\\\ \\\\\\\\\\\\\\\\\\ Tt'--O ! \ \ ... ...._ �: .._: F. . % / / \ - SPEC SPECIFICA TION \ „ //, rr/// ////rr////// ////, //////////////, T " SECT...,. ,. UGT r/ /// r .0._iCN 1,. _ EXISTING UNDERGROUND TELEPHONE LINE i\ i\ i\ i\ i\/i\/i\//i\/i\/i\/i\/i\ i\/i\/i✓i\/i\/i\/i./i\ i./i. i\/i✓i\� .\/i./i./i\/i./i\/i\/�\/i\/. /i\/i\/i\/i\/i\ _ ..; - . SPRH SPRINKLER HEAD . I . ..: -:o.. - 2 4 _r ... �..-Z ;;.2 ::'. F . _...: ; :. T ''�E _ UNDERGROUND TELEPHONE LINE . .. E ., 1.. ",.. , ; ANCHOR WI TH 5 8 REBAR WEED BARRIER. PIP R ENQ DI SANS. TEE.A ._' QL�.. ST STREET UEG . EE �3 14EI' [ _ t,. _ ,: - • .. tt ....:. +_ �, I" ,YID. : :1h [? POL 0 B C 0 0U..-11I'AL .. ., :: EMBEDDED 24 IN THE GROUND YPR P YLENE FA RITE F: . •,.,. IFT 1 _ ,....._ ..., . _.. ......- FE (. _ - , _ STA STATION G G ..; -EXISTING TELEPHONE PEDESTAL . ...:. ,..., 'TWO PER TIMBER EXTEND UNDER TIMBER do N , . .. - .. ETA. _ ,E _:..-. ,.. }LT ' - .. L .: . N. . . • :... ... ... L T; ( _.T :, �: �, .. :., _ ...: . _ ATE STD STANDARD FASTEN TO GROUND [j (� - j'�.. h .....: .. ) _ •.7 .5!_ :L.:� •rsl `�'a. 1.f ..}F,l.. �?.a. .. ,: r " . __ .. ...... } '� .. V.' 3 .. " 3 -3 .L.: �:. J ::..' - : 0 TELEPHONE PEDESTAL . - ... . . . , . . ,( _ i [� :- - . t} l 5 " 2 PROFILE i 45 I... P : 4 r:: ... a� ,� STL STEEL _.. , ... , .r:... _,� 1�.' - r + . 2 tI? : LL ' . "� . . 2:QQ : 01 4 BARS ; :12'. ::.. :. - 2 1 1150 1 6. . 4.1 r: GAS LINE •: ld„ : F: M 3 S/W SIDEWALK r.. 1:1 .1 4 L: �i 2:0(3 rS,Q., .: y ;� :, F CLASS: -.. t /. . _ . , TB TOP OF BERM/ BANK M GAS VALVE .� . ,.;. & , 21 C!. ---,_MULCHED MULCHED PLAY AREA _ - TBC TOP BACK OF CURB as - , 3 8 . 1 , . f ' CHART FOR l:..IPPER SECTION. I. D4 GAS METER 1 4' Q E'ERTlCAL 8L0GK►I G ► a HGot Iu. EI- TC TOP OF CURB NO SCALE f . r. . .. . TEL TELEPHONE _ . 4. & 1 g. 3.0. . " - 2;_ . t3: TW TOP OF WALL 22 1 2 ;:2.33 - 58 2.86.24 TYP TYPICAL 11 1 f4 _ I :... �3 . . :. ..: . :. . . .. 1r :THRUST BL().CKS ' ARE REQUIRED' '�i-1EME.. R: T�� PiF'ELIt�E CI�t�N�ES C�Ii�EQT1Qt� . �Ct �NOE� . UG UNDERGROUND ; '...: R ONRET LIII FOR I. I. /. ./.� . �..� . . � - .. t Ey, Q AD ENDS AND AT ..ilAt,llE�j. . w WEST 2. USE 250 P.s:. ONQRf x U PP Eft Ef TI SAL E D S NO CONCRETE SHALL. BE POURED ON .ANY PART ..OTHE �f{�IIMrS . W/ WTH . . 4, THE GONSULTiNG ENGINEE'R.` SHALL "BE`° RESRONS1�3LE TO THE VERIFY THE T' E .& 'SIZE DF W/L WATER LINE ALL THRUST BLOCKS. N.1'.s: W/o wirHouTO`�lRTE THRIFT BLOK . NTs Flc:-3 . http://www.acsanet.conVTD-14.jpg 2/12/2003 http://www.acsanet.com/TD-15.Jpg 2/12/2003 IDENTIFY SPACES BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING SPACE INDI CA TED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SECURE SIGN ON STEEL POST 1- I/2 0 PAIN TED BLACK SET IN MIN.. 2' OF CONCRETE. ACCESSIBLE SIGNS SHALL CONFORM TO ADAA G REQUIREMENTS. VAN ACCESSIBLE s- PARKING SIGNS FOR THE DISABLED °FG . I No SCALE © COPYRIGHT RANCORN WILDMAN ARCHITECTS PLC . RANCORN W I L D M A N Architects PLC FILE TUBE 460 COMM NO. 03-014.00 DATE MAY 7, 2004 DRAWN BY FS 601 THIMBLE SHOALS BLVD SUITE 210 . NEWPORT NEWS VA 11 23606.2557 757.873.6606 TH 0.� FR NCIS SLINSKY III `� U No. 36172 .1� �1 7/1/� ZONAL E �0000 004*0 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. VIRGINIA I NORTHCAROUNA I WESTVIRGINIA THIS DRAWING PREPARED AT THE CORPORATE OFFICE 711 N. Courthouse Road Richmond, VA 23236-4099 TEL 804.794.3500 FAX 804.794.7639 www.timmons.com Site Development lResidential lInfrastructure lTechnology 2 497- J 0 2cn Q (.) Z Z �o� wo > I Z . 0�� - I , . z0 >ll=iw <C) J Cl)(p J Q Z� w 0 m - 0 < I < - I ! SITE LAYOUT & UTILITY NOTES AND DETAILS 1 DETAIL N0. SHEET DRAWN - STATE PROJ. N0. 2-94.2D C23 -; � -�� � I 1'__�, SHEET RANCORN. ..-.. .. . �� . .. . ' . - SBX400-AREA/SITE LIGHT PHOTOMETRIcs . . . . . . ...IVITE .I . . . ' . ' . TYPE III MEDIUM CUTOFF .1.. ... . � .. . ..� . I .. . . I . ..... ... . . . . . .. ... _ . ... . . . ... . . . . BRITES 150-400 watt Metal Halide . I . . ...�... .. .- I.. . .. . . ... I. . . . . . � . . .. . . ' - 150-400 watt High Pressure Sodium . .. ... ;___ LI -. . s . :. .. . I . . . . . . . . ... . : JOB NAME 150-400 watt Pulse Start Metal Halide . ,. . . I .. .. I .. . & . .. .. . . .. . . . . . I . I I -_ .. . . . . .. .. II .. ... .I.. .. ... ... � . . .. .. . ' . . . . TYPE The SBX400 Area/Site Luminaire puts light . . . . �2 D .. .I I .. � . exactly where you need it, with no spill light. . . . .. ... . .. . . .. .. ' • Tough and attractive, this luminaire can light I1. . . I I . . - . ; .. .. ..1.1 . . . ' , .. roadways and large areas with control and . I . = . � ��. .. .. .. I . precision. I Luminaire Schedule . Project: AIL Projects ' Symbol . Qty Label ' Arrangement Lumens LLF. Description Mf r, Mtng. Ht. . -E] . 11 . P1 SINGLE • ' - 20000 1,000 SBX250MMT-FWT 11 I I Day -Brice 25' � 6 . P2 BACK -BACK 20000 1,000 C2) SBX250MMT-MC3 Day -Brice 25' . .' . -Q 10 . P3 SINGLE 20000 1,000 SBX250MMT-M.C3 Day -Brice 2T . . . . . . ORDERING MATRIX = . SAMPLE CATALOG NUMBER: SBX400MMT-MC3-PE SBX - MI . . . . . . . + . . I . . . . .. . . E] El C3 - 1 0 10 fc 1 5 fc 2f 1f 2 .2 fc �4 .1 fc 3--I I .. F_ . . ... . . . . FAMILY LAMP SOURCE IES TYPE • SBX M - Metal Halide MC3 -Medium Cutoff Type III 3 2 1 0 1 2 . . .. S - High Pressure UNITS SHOWN IN TERMS OF MOUNTING HEIGHT Sodium P - Pulse Start Metal INITIAL FOOTCANDLES SHOWN . . ' 1. Halide (Ballast option must also . . . . be specified) PRODUCT FEATURES vrll to rc r1DTIr1PIC IAA - M-1 Numeric Summary . Pro jectl All Projects - I' Label CalcType Units Avg Max - Min . Avg/Min Max/Min Parking Area Illuminance Fc . 1.80 21.0 0.0 0,00 - 0.00 Property Line Illuminance Fc 0.00 02 0.0 . 0.00 0.00 - I YYA11f1VL 150 - 150 12 - 120 - -- A - Adjustable Arm UL 1598 Listed suitable for wet location and - 175 - 175' 20-208 PCRPC -Photo Control and Twist 25°C ambient for all lamp wattages listed. . 200 - 200" 24 - 240 Lock Receptacle . . 250-250 .. 320 - 320" 27 -277 34- 347 (Control matches specified voltage) 1. Lens frame opens by releasing a stainless • 350 - 350'° 48 - 480 PE - Photo Control (not steel latch. . 400-400 MT - 120/208 available in 480 volt) Footnotes: . 240/277 PSC -Pulse Start CWA 'Standard Metal Halide only. 2. Rugged one piece die cast aluminum ' TT - 120/277 PSR - Pulse Start Reactor Ballast's 'OPulse Start Metal Halide only. housin . ACCESSORIES (order separately) 347 WDF - Wired Double Fuse11 "Not available in standard Metal Halide. g' . . . . - .. . MCLVS - Visor Shield WSF - Wired Single Fuse41 "Available in 400 watt and below, except for . . . 175 watt. 277 volt only. 3. One-piece hinged, die cast aluminum door . . . MCLGS - Glare Shield "Use with 208, 240 and 480 volt. with heat and shock resistant tempered . MCLHSS - House Side Shield "Use with 120, 277 and 347 volt. . . Calculations are at 'initial levels anci do not Ii'1C�UCie MCLRPA4 - 4" Round Pole Adapter glass lens. . _ MCLTA1 OR - Tenon Adapter (2-3/8" O.D.) drilled for one/incl. MCLRPA4 (Round Pole) General Notes: . Light. Loss Factors, e t o r s , . ' . &o It &1 &t &1 ai b1 t &o' oA aA bA MCLTA20R - Tenon Adapter (2-3/8" O.D.) drilled for two at 180 degrees/incl. MCLRPA4 (Round Pole) All options factory installed. 4. Durable formed reflector with clear . -MCLTA30R - Tenon Adapter (2-3/8" O.D.) drilled for three/incl.MCLRPA4 (Round Pole) Mogul base lamp only. anodized finish. . to to to to, h . . ' . &o bi 5z ' oz bz bz &1 bA bA oA &o U. MCLTA40R - Tenon Adapter (2-3/8" O.D.) drilled for four/incl. MCLRPA4 (Round Pole) All accessories are field installed. . MCLTAI OS - Tenon Adapter (2-3/8" O.D.) drilled for one (Square Pole) to ,to to to to MCLTA20S - 'Tenon Adapter (2-3/8" O.D.) drilled for two at 180 degrees (Square Pole) 5. One piece silicone rubber gasket seals door . &I &2 &3 b.3 I$ b3 a.2 It to bA to MCLTA30S - 'Tenon Adapter (2-3/8" O.D.) drilled for three (Square Pole) to housing. . .to to to to to - . . M r1 ed or ou ( re Poe) 1 o CLTA40S _ TenonapterounGng late 6. Swing down ballast tray allows for easy r 20MC10 - 5" SQ Thru Wire Box la 'll f f r Squa le toa9 to to Is &3 ba &7 a,7 b a 3 1 _ &B a.o b. b.o MCL 1 A - 11 "Arm M P maintenance of all electrical components- . bs a,7 10 to 0.5 . .3 b2 b2 It to ' to MCLARMTLRSC - 16" arm with Twist Lock Photo Control and Shorting Cap . to to bA to to (For additional descriptions of Area/Site Lighting accessories refer to sheet number OA-50020.) :n 7. Dark bronze polyester powder finish for ..I . r.=]. _:.. & 12 i2 . 14 &9 bb Is 14 12 &I &o W excellent impact, corrosion and UV . to to to to DIMENSIONS ENERGY DATA >C resistance. .0 b.0 &0 & 1 13 12 16 1! &6 5.3 b.l OA 0 . HIGH PRESSURE SODIUM O 8. Die cast aluminum arm with integral wiring o & H LAST INPUT WA S ess cover •. ... . _ , 3.9 s &9 b.4 50 watt-188 watts o mount to minimum t to bA .to to to CWA BALLAST INPUT WATTS 2 3. 14 14 '� 10' b1 &a 1 compartment and slide . . _ . - � _ � . .. . - �.9 3 L7 .. 17. 1L4 30 3A� 'SA 11 b.; 51- to . I > standarq Desigpnoed 6" 7 1 / 4 inch s uare le. • . (152.4 mm) (190.5 mm) 200 watt-240 watts r1'I . to bu to &A to . . . . . _ .. .. 5.S 18 '16 .16 17. 5.5 'ae . 34 12 b.4 It to I . 310 watt-295 watts 1. 310 watt-365 watts . 5. P 6 2.6 16 1e 2s 11.4 &0 P ( 400 watt-464 watts 1.1 5.4 5.1 &o TOP OF POLE bA &o b.o &o .to . . . . ..I.1 1.3 25 Ls ' 15 2, 42 4.0 22., &9 5.4 &1 50 7/16"- 2 3/4" (165.1 rnm) (482.6 mm} METAL HALIDE m to to to to It}� 7/16"- it, - 1„ 150 watt-185 watts . -F4wl� 5/8" - % - HX BALLAST INPUT WATTS r . . - . . . . .. _ - .. 19 2.5 1t6 13 t3 2.5 CA 1.9 13 &7 3.4 bz to b CWA BALLAST INPUT WATTS 0 &o to bA &o I • ' . 150 watt-189 watts = . I 19 It 17 14 L4 t8 13 to IS &6 5.4 a2 a1 to to to to . &0 10° 3" 14.3/4" 200 watt-232 watts -1 175 watt-210 watts &0 to ... to to - to - _ &7 14 13 s ,, L bs IS &7 5.s b.3 It • . � � . (76,2 mm) (374.7 mm)- 250 watt- 295 watts '< . . I. . _ - - &9 - 13 16 1 i.7 - t5 12 1.8 - &4 12 320 watt-368 watts M . to to to to &o . . 350 watt-400 watts_ . IB a t3 to 3. as 112 4.1 2.6 14 16 &3 400 watt-458 watts --- to. b.o to to ,to ® 7 4 t EPA = 1.50 Sq. ft. Visit our web site at vrww.daybritelighting.com . to to to to to 3. 6 12 13 23 4. ' 2 . .5 5.I 4. 1.� p &2 b2 &3 b.4 1215 18 30 3.9 ;2 .6 40 3 .4 0 .3 3 I •1 to WEIGHT = 40 Ibs. (max.) 776 South Green Street Tu elo, MS 38804 Phone: 662-842-7212 Fax: 662-841-5501 . . . . . . . &o to to. . to & AS-42011 AS-42011 189 Bullock Drive Markham, Ontario Canada L3P 1W4 Phone: 905-294-9570 Fax: 905-294-8911 Day -Brice Lighting . . . . . . � . I . . I . ... .. . . b3 &a 5s 6 9 18 IS 19 32 . 3.4 2s 2.9 Is It '',4 2.7 . 23 It to 18 16 to 14 &7 14 ' b2 41 to Day-Brite Lighting reserves the right to make changes without notice.©September 2001. DL2.5MO901 . Day -Brice Lighting is a Geniyte Thomas Group. to to bA a.o to . . . . - &4 &6 I - &9 1l L4 I5 0 : to 19 17 � .7 &7 b.6 -1.4 &3 &1 &I b.0 00 &0 &0 &0 ' 1 1.4 .9 13 1.2 12 1.4 5 15 16 I9 18 1 13 V9 b.e &7 Is 5.3 &3 V3 b2 11 b.1 . to to to to to . - I bA 2.! 2A 19 1L3 2.1 16 2 1 2.0 1L3 22 16 ,Is L7 .2 10 &7 I5 . b.3 02 b1 &1 &t b1 • I . . . . I. . . . . � . I . .. . . . � . . . . . . . . I . .. . . . I � . . . . . . . . ... � . I. . . . � ... -. . ,. . .. I . I -- I T. . . - . I . to to to to ' to .. . . - - 5 0 2.3 3.9 4.1 -4.2 3.B It 16 2.5. 5.1 4.4 4.3 4.0 e.3 L3. 2.0 31 .6 1.9 11 &6 &3 b.l b.l b0 ' to to 5.o to to NITEL.'. - .5 Lt. I3 115 b.2 '/.6 ;.3 2,3 2A 2.6 112- b2 b.0 4.8 t4 17 to 3.7 .9 3.3 L5 &7 a3 b1 toSBX400-AREA/SITE LIGHT PHOTOMETRICS I . . . . L_ . . I I 4 C I I TYPE III FOR ri &0 &o to to b . ' . � � i3 27 54 t47 111 47 2.6 22 2.9 9 27 1L0 1jL.2 40 S 135 Ie b7 &3 51 b0 WARD CATALOG NUMBER: SBX400MMT MC3 LIGHT LEVEL FACTORS .� W. I L D WA N TEST NUMBER: SBX40OM3 MULTIPLYING LAMP: METAL HALIDE MOUNTING MULTIPLIER . WATTAGE: 400 HEIGHT . LUMENS: 36,000 40' 0.39 h ' i t t TILT ANGLE: 0° 35' 0.51 .A r c e c s. . MOUNTING HEIGHT: 25 FEET 30' 0.69 . 25' 1.00 20. 1.56 ' P L C 15, 2.77 . . ADDITIONAL TEST NUMBERS - DESCRIPTION/CATALOG NUMBER TEST NUMBER SBX40OSMT-MC3 SBX40053 . SBX150SMT-MC3 SBX15033 . SBX175MMT-MC3 SBX175M3 FILE T-463 to to b.B to a.B s P BKITES- THROW 150-400 C 18.4 �. t2 2.8 17.9 1+2 &.4 2.3 : L9 5,0 0 6.8 5.8 6.3 � 2.7 L7 .22 13.0 .8 6.3 19 b.7 &3 b.l b,0 - watt Metal Halide &o to to Is to .5 P2 P3 150-400 watt High Pressure Sodium 'og . .. - &6 12 2.4 11.9 11.7 9.6 4.5 2.4 2.1 I7 13.5 11.0 S &I 1L.5 L9 2A 41.7 4 4.4 17 a.7 &3 &l a.a JOB NAME 150-400 watt Pulse Start Metal Halide pp - . &o to to to - to - - _ . b.5 LD 2.3 ;.9 6.4 1L3 17 6.4 4.6 2.3 1b 19 - 3.s 8 . 2b 12 &6 &3 &t b.o TYPE The SBX400 Area/Site Luminaire puts light Me POO . . _ to &o . &o &o &o - - I4 0.9 2.4 3.1 2,9 2,1 LS .. 3.0 - 3.3 2.3 L4 2.1 2.5. L3 0.8 0.4 0. 0.1 exactly where you need it, with nos ill li ht, P 9 � r - . .. Tough and attractive, this luminaire can light . . &o &o . &o b.o b.o I _ 10 1.6 L4 1.3 L 19 16 .0 L6 1.4 17 19 16 17 12 B b.6 &4 b.3 &1 I.9 roadwaysand tar a areas with control and = , . &o . &o &o to _ � .6 10 10 I9 &7 A 1 16 18 LS I.t Is II 15 IS 14 I9 5 &3 b2 &t &1 bA ORDERING MATRIX precision, I� = . - SAMPLE CATALOG NUMBER: SBX400MMT-FWT-PE = . to to Is &0 5. . . to It ba &a &5 bs Is Is bs &4 . I .Sb 10 Lo IS I6 &7 i1 . is 18 14 10 I7 10 1.s . 18 L4 I9 5 a.3 bz ba b.l &o [�K E;�] I - FWT - bo &0 0A b.a &o to &I 82 &4 b.8 LI 14 14 13 10 &7 &5 10 . L4 12 It 12 � ie . L7 to L+ 12 i 5 1s 1.6 I6 11 bs 5.4 az b.1 . to ' ' . - . &o • &o .to b.o , to FAMILY LAMP SOURCE IES TYPE I &0 5.0 &1 &3 b.6 1.4 'L6 4.0 4.7 IU7- ' I4 12 &5 b.2 ,,It ' & to � ' � ' . -. _ � � , • s - � - &+ 10 2.2 12.4 2.3 2.4 2,7 2.1 15 L4 �' 2.6 I4 - -; 147 .2,3 - 14 � 1 I ' . It ,.-._ai• 11 &7 &4 b2 - = &L r � !- SBX M -Metal Halide FWT -Forward Throw Type IV15 . _ �� S - High Pressure 11 . &o to &o to &o . . Sodium &0 to It . b2 &5 &9 to 4. .6 6.9 b.7 &4 I2 It OA to � Is 1.0 2.3 4.5 %2 �2 ` .6 4L1 1.6 ' I4 4.5 3.4 �i.3 4.4 .3 15 I 43 4 3.3 22 Lt a.5 a2 a1 I P - Pulse Start Metal . to to to to to . . P3 j - Halide (Ballast . &0 It a2 �&4 b.9 � 1 I7 3.7 4.3 .13.9 ' 4.1 1 3,5 2.3. I9 I6 &4 &3 It &1 to to � � _ � I6 1.2 . 2,4 b.6 9.9 - .3 .4 2.3 to .3 . 9f � 2 '&o .4 LB 1 3a �19.8 3.9 15 Is . 5.3 &1 to option must also ' &o to to • b.o o , \ be specified) . - _ b,t &I I4 &e 'd2 2.3 10 eA It 18 17 19 3.3 1.8 /I7 "b.3 b2 51 b.o � � � &5 L3 2.9 52 172 2.6 .t i.o 5.5 14.5 1S9 . .8 L9 2 4.6 b.e %A Is � 1.7 V3 &t to WATTAGE VOLTAGE OPTIONS (add as suffix) . &o bA to to . P2 � � - 150-150 12- 120 A -Adjustable Arm . It &3 1.9 1 IS Is 'zl 16 1.8 Is b.9 It 13 bb &4 ' It bA Is 13 2.9 i.2 172 29 1 2.6 2A . 3.0 6.5 . 15.a Is 19 . 2,3 Fb.� S.e 1.7 &3 &l to 175 -175' 20 - 208 PCRPC - Photo Control and Twist P 2 200 - 200" 24 - 240 Lock Receptacle b.o 5A to to &o . . It &6 - It 42 3.6 . 11.8 Zu 16 t.o &6 .&6 . As Is . &6 12 1.8 3.0 2.7 t 13 1.3 &0 - b.6 t2 2.4 � 11.6 9.9 .5 4. 2.3 2.0. 2.6 15.3 9.5 '�.0 .2.4 1.8 L9 3.7 � 3.5 � 15 b,6 &3 a.! a.0 260 - 250 27 - 277 (Control matches . ° 320 - 32030 34 - 347 specified voltage) . &o to to to to 350 - 35070 48 - 480 PE - Photo Control &1 . 5.7 2 15.7 3.5 32 A I4 0.6 &4 . .0.4 b.3 &4 &7 1.3 3.0 4.0 3.7 15. 25 bb b.t &o 5.3 LO 2.3 45.. '�.2 2 4.0 1L1 1.6 2.4 4,5 .3 4.3 2.3 LS 19. 3.3 20 11 b.5 b2 &1 (not P 1 • 400 - 400 MT - 120/208 available in 480 volt) Footnotes: &o &o to to &o F. 240/277 PSC -Pulse Start CWA 'Standard Metal Halide only. J . I ' . 1 bS S 3.7 %t 3.5 3.0 11 &6 bs I3 b2 b.3 &6 12 3A 11.3 !u 4r1 0.7 52 to I4 to 2.3 I4 2.3 A 2.7 It 16 IS 'e.7 .5 '12,7 12.3 is It 19 to 16 I4 b2 &l � y . ACCESSORIES (order separately) TT - 120/277 PSR - Pulse Start Reactor Ballast'a "Requires ED-28 size lamp. to &0 5.0 &o &o - 347 WDF - Wired Double Fuse" Pulse Start Metal Halide only. - &3 b.9 1L3 3.2 3A 2.0 &s bs ba &2 bz . &2 &4 IS '2.0 3. 11.9 • 3. L9 b.4 &! 5.o - � &3 io . 15 13 Ll .2 t4 1e � 17 19 Ls .2 1. La Is 1.7 16 tl Is &3 Va &L & � � MCLVS - Visor Shield WSF - Wired Single Fuse" .'Not available in standard Metal Halide. ' to &o &o bA o .. MCLGS - Glare Shield Available in 400 watt and below, except for MCLHSS - House Side Shield 175 watt. 277 volt only. . I" I5 It L2 1.s 2 &7 &4 b2 52 It &I 5.3 . Is 11 1:4 • 2.4 1.8 -12 b.3 &I to I5 10 ' Lt . &9 IS .e 1.1 is 1a L6 12 s b to, is L9 l 1a &3 02 5.1 &1 & "Use with 208, 240 and 480 volt. . . . MCLRPA4 - 4" Round Pole Adapter 0.0 &0 . &a &o 5 MCLTA1 OR -Tenon Adapter (2-3/8" O.D.) drilled for one/incl. MCLRPA4 (Round Pole) "Use with 120, 277 and 347 volt. b.1 a b.a b.e b.7 b.7 &6 b.a b2' b.l b.l b1 . bz b.a &7 3z 12 ' 1.1 LO 4 bz to to 5s &e L2 12 i.o o L7 Le L6 0. b 16 20 17 It &a .&3 b2 51 MCLTA20R - Tenon Adapter (2-3/8" O.D.) drilled for two at 180 degrees/incl. MCLRPA4 (Round Pole) General Notes: . MCLTA30R - Tenon Adapter (2-3/8" O.D.) drilled for three/incl.MCLRPA4 Round Pole All options factor l to to . to to a.o ( ) . It b Is &9. .11 12 &7 b2 0.1 1.1 It It 1.3 &6 &e . to 1.t 14 i 1.4 &I' b.o &4 &7 14 11.1 1.8 2.5 La 1 2.t 17 L5 . 18 2 . It It Is &7 bs 5.3 &2 MCLTA40R - Tenon Adapter (2-3/$" O.D.) drilled for four/Intl. MCLRPA4 (Round Pole) u y'nstalled. . .. .. MCLTA10S - Tenon Adapter (2-3/8" O.D.) drilled for one (Square Pole) Mogul base lamp only. . to to to to b.o MCLTA20S - Tenon Adapter (2-3/8" O.D,) drilled for two at 180 degrees (Square All accessories are field installed. It b.4 15 2z 124 2a Is b2 &t .1 It b1 11.3 15 to t9 2.3 it - It 1.4 &3 1.0 b.4 &7 14 33 °4,I 30 17 17 31 11.7 3.6 ' 3.7 .5 to 22 2.9 1b &9 Is b2 .1 g (q are Pole) . MCLTA30S -Tenon Adapter (2-3/8" O.D.) drilled for three (Square Pole) . to &o &o &o &o MCLTA40S - Tenon Adapter (2-3/8" O.D.) drilled for four (Square Pole) . - .1 Is - 2.3 3.6 3.6 3. L4 1.6 &3 -0 b.l &1 I2 Is I1 2.7 3.4 , 3.8 2.3 2.6 &7, b.l - &4 &B 16 11S ti.9 .5 62 III 19 19 3.2 G.l 17S f 5 .7 2z 2.l 3.7 3.0 I4 b.6 - &3 .1 b.o MC10 - 5" SQ Wall Mounting Plate . 206WBR - 5" SQ Thru Wire Box to to to to to MCL11A - 11" Arm . 1s 4.9 4.2 2.7 3.6 1.9 5.7 &3 It It It b.a b.s 19 2,7 11.5 3.o 4� P 10.8 It to . . &4 19 3.8 .5 16.6 5.9 3.4 to 22 '�.+ i.8 15.0 0.9 .9 2.6 1L4 3.9 4.9 1.8 ' b.7 1, &1 b.0 MCLARMTLRSC - 6" arm with Twist Lock Photo Control and Shorting Cap y 5.o to &o b.o 9 2,3 11 (For additional descriptions of Area/Site Lighting accessories refer to sheet number OA-50020.) W 12 >, 1 4.3 42 33 2! 0,7 &4 b2 - &1 &I &4 &e to $.5 4.3 29 Is Ir. &2 . &o 0.4 IS 42 2L0 0.7 3.6 2.0 1L0 37 10. ED20 3L8 .2 2.3 2 11.0 .1 %I Is b.7 &3 Ol b.0 &o &o b.o. &o & I� P2 P2 P3 DIMENSIONS ENERGY DATA 'A' b.5 .3 2.4 32 120 1.6 b.7 &4 b.l &1 b.l b.3 b.6 3 25 22 22 1S b. b.4 5.3 b.4 &9 1B 37 &3 171 3.2 22 23 3.3 5.8 14.9 8.6 3.9 25 2.3 3.8 67 4.6 17 b.7 s . &1 a. O to to &o b.o &o HIGH PRESSURE SODIUM O b2 b Ll L2 &9 b.7 bb 52 b . b1 &1 b 4 b.7 1.1 14 16 L9 1.0 & It b.2 b.3 &4 0.8 16 36 6.0 6.5 3.6 6.4 3.6 'Ll 21 3.5 b.6 13 b.! . 1 NX BALLAST INPUT WATTS D to to to to to g" 150 watt-188 watts b.l Is 1.7 &7 &7 I4 -&2 .1 It b1 b.! I3 b.4 a.o 15 25 3.0 ° 8 I 1.1 &2 &3 &4 IS L6 32 11.3 32 3.4 91.3 10 18 1M 3.6 3.5 -11.6 3.3 . to II 2.6 L9 14 to &4 b2 &I 7 1/2' ;0 . .. .. (152.4 mm) (190.5 mm) CWA BALLAST INPUT WATTS D • to os . to to to �_ 200 wan-240 watts o &2 &s a.s l.t 1 10 b.6 b .It &t a b2 &4 1.9 2.3 3.3 . 3.8 4.4 1S! hs bz &3 b.3 b2 &2 b.3 5,a 5.6 b.9 16 ' 20 1,9 18 22 2.6 1.9 I7 2.0 16 1.4 15 19 17 17 3.2 b.e b.6 &4 bs &1 &0 1-1 250 watt-295 watts h to to to to to TOP OF POLE I I I 310 watt-365 watts - � &1 &7 15 2.3 3.0 22 &5 52 QI b.l . a.l . . 02 a.4 0.7 Le 3.6 3.0 - 3.9 2.6 16 b.e �.B 19 12 0. 0.2 2 b.3 � b.3 � &3 &4 a.5 b.6 b.a 1.2 .7 I8 19 - 2.l 29 2.1 - 16 '13 .l &8 &7 5.6 10 1.3 L! 0.7 0. bs � b.2 b.l &1 to � -^-t 6 1 /2„ 1- 1 g" -I � • ° -r 400 watt-464 watts M . . to Is to to 7/16' 2.3/4" (165,1 mm) (482.6 mm) . •52 I 2,3 42 3.4 17 I7 bA b1 It b1 b.t &3 I . t0 2s 32 Is 15 12 /1Lo t9 I 1.4 � L2 L6 It . I7 2.9 b.6 '1�1 12 Io 1.6 &4 1.3 &4 ' &6 &9 b.7 Is � bz b1 bo &0 5/8.. _ % f METAL HALIDE r 7/16" 1,. HX BALLAST INPUT WATTS . to to &o &o b I 10 1 " � &3 Il 11,5 4.3 2,9 11Z 2.6 It &4 b.2 b1 &1 0.t 2 0.3 Is It to L 11 it 15 3.0 42 4.3 4.5 2.� 12 I7 a.5 &4 0.3 ' &4 b.6 b.7 a.9� L1 12 L7 ' L7 � 17 '2.5 � '3A 13.7 6.0 171 - ' .6 '1.! IS LO � &7 &4 a2 a2 a2 &4 . 0.5 &5 &3 It b1 - &0 150 watt-185 watts = ' . to 5A to &o Is I CWA BALLAST INPUT WATTS � . . I � a1 &9 §.4 '11.5 3.4 1L3 IS b.6 a 12 1.1 - &1 1 11 b2 . Is. &8 &7 10 to 3.3 '1.7 3.6 1}.1 11.3 to . 1.6 It &7 ab &7 10 1.5 LB IS- � 11.4 . 01$6 14 13 L7� 11.0 13.0 - 3.9 4.8* 'L4 13 &7 &4 &3 ' -It It • 52 12 52 , &2 52 0.t 10 � - 1 150 watt-189 watts . &o bA &o to bA . ' P 3 10° 3„ 175 watt-210 watts � 51 &4 14 1L7 24 20 i3 Il I3 5.7 : b,4 02 '2 b2 b2 &3 . &4 0. &3 &7 &9 L5 I6 4.0 4.7 4.8 42 3.8 31 L7 12 1.5 19 � 22 E7 4.4 4a 4.l 24 Ll &9 t7 2,9 3,7 '3.0 to 12 . &7 &s . &3 a2 b.l It 01 . &I 5.t.. &t . &t 51 b.o 14.3/4" -C (76.2 mm) 200 watt-232 watts 10 . to oA to &o to 0.0 n . . � (374.7 mm) 250 watt-295 watts rn . to 01 : a.3 IS 10 12 13 16 11.3 12 IS .5 &4 b.4 O.3 .3 4 IS &7 &9 11 13 1.3 1�0 3.7 1,1 4.4 ' 3.7 3,4 18 12 1.3 2,3 3� .'S.3 4.5 . 1L1 &9. &6 - Is 10 ' 13 13 It &8 t6 &4 &3 12 &1 &1 It It a1 to 5A to to . .. 320 watt-368 watts . 0.0 5A &o 5A &o 350 watt-400 watts C - &0 b.l bz b2 5.7 le 3.7 3b 3.7 2.5 2 &9 be &7 &7 b.7 b.7 &8 10 2.4 19 12 14 22 4.5 4.1 3.6 3.5 2.1 11 4 2.8 - 4.9 i3'f1 2.7 15 &7 bS b., a.5 bb &s &4 &3 bz. b.2 &1 b.l 5A &o ,. . 3 400 watt-458 watts . _ ' ' 1.0 5A - S1 b - 15 -3.3 3.3 11A 3.4 to 1S - to 1.0 I5 . 12 to 13 . 3.7 11,4 gb . 1.3 . 14 17 2.8 4.6 15,7 3. 3 &s &5 '.&9 Is 11.6 to .A It &7 -&3 &3 52 1.3 .5a 02 &2 It &I &o Ao &o - - EPA = 1.50 sq. ft. &o to. &o bA I. WEIGHT = 40 Ibs. . to It &4 to 4 4.4 4.3 2.9 2.1 1.8 3.0 3.7 3.9 112 2.1 1.3 to 3.3 3,L 3.5 3.8 to to &B 12 0 .7 1.8 ' b.5 '&2 b.3 &3 I7 &8 &7 &6 bs. - &4 3.3 b2 &1 &1 &t &1 to 0.0 to . (max.) to to to to to C . _ to to to to � 1 2.7 1s 14 1.7 ' ;.0 3.6 3.1 - 3,5 - IS i.l ' I6 32 11.9 4.3 4.5 I3 &3 &4 bb &7 P 4 � &2 11 It b.3 &3 . b3 &2 b2 It It to 10 bA . bA &0 AS-4201 2 ' to' to to to to . . &0 5.1 &3 &8 1.7 1.3 10 . 1.7 2,7 42: 4.0 32 L7 11 12 'r.3 1L9 2,9 12 &3 &t 11 &t &t It* Is. to &1 &I 5.1 � &1 b.t &0 &0 &0 � &o. &0 , I . - to to to to to _ . . . . . . to bA 12 12 a2 ' &4 , 1.4 &7 4.7 as It 19 1a 'IP 1 &4 11 &0 to 40 to to b o to to to - to to . . . to to bA. to &0 y &o to bA &1 5.1 a2 b.3 IS L+ I�'i 17 , ba &2 bz b.z b 3 &3 &2 &1 . &0 &0 to. bA bA &o &0 . J . . 0 bA to to, to to to bA to to bA 3.o bA 0.0 a.o U 00 00 •ao V.U. " ' uA . . . to to to - a.l &I bz b2 . b2 b.l b1 It b.i • b1 to to. to . to 5.0 &0 to & . OA &0 IA &o bA &. bA &0 bA &0 5A 5A &0 bA bA bo bA , bA to bA to to bA bA to to b.0 , &0 bA bA � . 1. r_ to to bA .. &0 bA to to .. . Li to to to to to U&o to to to u bn bo to 6&o to to to to to to to to to to to to to .to to . UbA &o to to to to to to to Is . 0. &0 &o - &o to &o .. I 0.0 &0 bA &0 &0 &o &o U to to to &o . b.s &o -bA . bA bA &o &0 bo &0 &0 to &o bA bA bA &o bA bA &0 bA &o to bA &o &o bA, to' U to , &o &o .to .' o b.0 bA &o bA bA o &o to bA &o &o to &o to bA b. o &o &o ba bA &o &o b.o &o &B &o &o b.o bA &o &o bA of • . o . to to to to to 0 to to to to to to to to to 0 to bA to to. bA to bA to to to to to to to to to to to • o _ . o to &o bA to &o a0 bA &a &o bA to to &o bA bA &o bA bA &o to bA &o bA , bA &o bo bA &o bA bA &o &o . SZ, . 5A to to to &o bA &o bA 5.o bA 5A aA &o A bA to &o &o &o &o &0 5A &o to 50 &0 bA &A me &o to &o . I` . . . o. . . • . . . 3 bA bA .bA &o to o 5.0 &o &o to &o bA to bA bA to I oA bA , &o aA &o Io bA &o. &o &o &o &o &o 0A to &o &o - .. - . . -0 . . . o. . to to to to &o A &o &o bA &o bA to to bA b,o b.o A &0 5A bA bA &o to bA &n bA bA to bo bo &o &o . . .. . . . C� - &0 &o &o &o &o &o b.o bA to &o . 5o bA bA b.0 a bA bA bA to to bA &o bA ' U '&o to &o . CD .. ' . . :3 � . N bA bA &o bA bA bA &o to 5A bo A bA &o to &o - &o to to &o to . c to to 5A &o &o , to oA &o to bA 5.o bA to, ' 0 .. .. . MbA bo bA &o t &o bA 5A to • `1 • • . - t &o &o bA to &0 bA • O . . W - LL 4). , _ _ . C . . . . . .. t I . T N -G PHO.TOME.-TR 'CALCU'LAT ON S 1` -L G . . ... . . .. .. . . �. - ..S I -. . 7 .fc 1 fc UNITS SHOWN IN TERMS OF MOUNTING HEIGHT INITIAL FOOTCANDLES SHOWN PRODUCT FEATURES UL 1598 Listed suitable for wet location and 25°C ambient for all wattages listed. 1. Lens frame opens by releasing a stainless steel latch. 2. One-piece hinged, die cast aluminum door with heat and shock resistant tempered glass lens. 3. Durable formed reflector with clear anodized finish. 4. Rugged one piece die cast aluminum housing. 5. One piece silicone rubber gasket seals door to housing. 6. Swing -down ballast tray allows for easy maintenance of all electrical components. . 7. Dark bronze polyester powder finish for excellent impact, corrosion and UV resistance. 8. Die cast aluminum arm with integral wiring compartment and slide access cover standard. Designed to mount to minimum 4 inch square pole. CATALOG NUMBER: SBX400MMT-FWT LIGHT LEVEL TEST NUMBER: SBX40OM4 MULTIPLYING FACTORS LAMP: METAL HALIDE MOUNTING MULTIPLIER WATTAGE: 400 HEIGHT LUMENS: 36,000 40' 0.39 TILT ANGLE: 0° 35' 0.51 MOUNTING HEIGHT: 25 FEET 30' 0.69 25' 1.00 20' 1.56 15, 2.77 ADDITIONAL TEST NUMBERS DESCRIPTION/CATALOG NUMBER TEST NUMBER SBX400SMT-FWT SBX40OS4 COMM NO. 03-039.00 DATE . . JULY 011 ')()[)A DRAWN BY.. • . 601 THIMBLE SHOALS BLVD SUITE 210 1.NEWPORT NEWS VA 23606.2595 757.873.6606 - MATHEW J. THOMPSON, III CONSULTING ENGINEERS INC. C 9308 WARWICK BLVO. . NEWPORT NEWS, VA. 23601 ..� 0 . .�o .� . � V/ . I Z ....(.) 0- U) y . F_ . . <cc 0'- . . ... W .. 1111�1111® T. 7� O: l ` I . . . . >=3 .< LIJ r� w .it . ` = Visit our web site at wvvw.daybritelighting.com . 0< . 776 South Green Street Tupelo, MS 38804 Phone: 662-842-7212 Fax: 662-841-5501 AS-42012 189 Bullock Drive Markham, Ontario Canada L3P 1W4 Phone: 905-294-9570 Fax: 905-294-8911 C Day -Brice Lighting F Day -Brice Lighting reserves the right to make changes without notice.©September 2001. DL2.5MO901Day-Brile Lighting is a Genlyte Thomas Group. FLAN? LIST KEY � OTY � 5GIENTIFIG NAME �COMMON I NAME 51ZE I DETAIL I REMARKS HEIGHT' I SPREAD I GALIPER I TREES - I TI 1 20 1 MA6NOLIAVIR61NIANA 5HEET BAY MAGNOLIA 8l-101 1 211 1`16. 3 I 5INGLE TRUNK T2 1 25 1 PINU5 5TROE3U5 HHITE PINE 51-101 1 FIC,.= T5 I I(q I AGER RUBRUM 'OGTOBER GLORY' OGTOBER 6LORY REP MAPLE 101-121 1 21/2" - 5" F16. 5 I FULL HEAD _ 5HRU55 — 51 35 ILEX 0PAGA AMERIGAN HOLLY 61-8i FIG. 4 - � I ! . M04 UfA Sio� Um ­ I . � kel . I iciff-I — ?-- RUBBEER HI 0SE1 ',','r=-3..0UflED v &A C-,A. pLipow c-.Av,/,4mzED wr,E � I I EAV'_`1r''14'LL1, i�,.,j� z' lr_QJFtF!,3) . , . . I � , I 4;iM,,'l C"RA�1M --I , .��.. r__ I I fS� � ISA_ '44 ' . )VF,70 V5 OF:161RE' 8 I <V6"riE7RE JVVILICA&LE I )B,�IJ5CI'p I I - I I . .. 1. ; I 11 11 "I 11 . I 0 1 I � I . ­ - . . I 1. , �w I el 44, ev- rl-,-V� , ,4. , I � .1 �It, io _ �j . � - . I . - SAV, . - . I . I I :1111��4 - � . I . � - I � .. . 17 kr"Tt� u 2 GENERAL PLANTING N,JTE5 I. ALL PLANTS SHALL M PLANTED PER DETAILS AND ACCEPTED TIRADE I STANDARD5. 2. CONTRACTOR SHALL PROVIDE A ONE-YEAR GUARANTEE ON ALL PLANTS COMMENCING AT TIME OF FINAL ACCEPTANCE OF PROIMT. 5. IT SHALL BE THE CONTRACTORS Rr-ZPON51BILITY TO VERIFY PLANT QUANTITIES. PLAN SHALL GOVERN. 4. PREPARED SOIL MIXTURE SHALL CONSIST OF 5 PARTS TOPSOIL, 2 PARTS SPHAGNUM . PEAT M055, AND ONE PART COURSE SAND. I . . I . 5. ALL PLANTS SHALL BE FERTILIZED, . . . . I I I . � . � . . HATERED, AND PRUNED AT TIME OF � I I � I . . I . � I PLANTING: . . I . . . A6RIFORM TABLET 20-10-5, FOR TREES, . . . . : . . . I . - AND SHRUBS, . I . . . . I . . . . � 5-10-15 FERTILIZER, FOR BEDS AT I L5. PER I . . . I I 100 50. FT. .. I I . . , 6. ALL PLANT MATERIAL 15 SUB,EC,T TO . I.. . . . I . . ­.. .1 . . . . 1. INSPECTION AND A"EPTANCE OF THE I . ., . . . . . LANDSCAPE ARCHITECT. `, . . . I I > - I . . . . . I 1 ALL PLANT106 BESHALL BE MULCHED M I . . 1, . � ... I . . .. / WITH 5' SHREVUW HARDWOOD MULCH AT I I . . I - PLANTINC, TIME AND REMULCHED AMR SIX - . I I I I . � I (6) MONTHS TO A 3" DEPTH. \ I - S. ALL PLANTS, FM%(EP UNDER TH15 \ . I > . Cl.)NTRACT SHALL BE BALLED 4 / . MAPPED AW 60TA*ER OROM. 1. ALL LAN7.--4APE NIATERfAL9 SHALL MEET THE MINIMUM SPECIFICATIM AND 6TAVARDS DESCRIBED IN THE "AMEIRICAN STANDARD OF NURSERY STOCK", LATEST . EDITION, 15HED BY THE AMERJOAN M > ASSOCIATION OF NUI;*ERYMEN, 1250 1 . STREET, NH, SUITE 500, KA5HIN6TON, D.C. . 20005. 1, 10. THE LANDSCAPE CONTRACTOR SHALL I SPRAY ALL PROP05ED PLANTING BEDS A TRE E 0 RIVI5744 PRIOR TO INSTALLATION OF PLANT I 00N."D MATERIAL WITH A LIQUID HERBICIDE TO KILL ACTIVELY 6"IN6 NEEDS AND _ 6RA65. I 11. ALL BEDS, SHALL BE TILLED TO A MINIMUMwijj�L�Iri I . DEPTH OF 4" AFTER THE VEGETATION HAS > BEEN KILLED, AND MAKE AN ADDITIONAL APPLICATION USING A GR"LAR : - C.X>APAC�11.'EZDI L I PRE -EMERGENT HERBICIDE. . 12. ALL PLAN75, SHALL BE SPRAYED WITH AN ANTIDMICCANT WHEN VU6 AT THE NURSERY AND UPON DELIVERY TO THE FRO,E(;T SITE. _v . I --- v "..., _ ­� 11 , f � , , . 1; ,. I- Z; . �. - "? �­ _1 - � ­f�,, 4. _�­ , � - � .. . . - "' : , ,....­. , , , , , , , 'm � , . - - - "" L .- " r� . - . ,� -1 X16 - I , "�, -FIVE (5) PERCENT OR MORE OF ­.­.� �. . --- �. ­ I., _i , 1"AAL I , � .. z �. 11 0. - , 15. SEVENTY , . m , *4 �, , �,,,,'X% �;, jU=r4r,, l V!",�-v` 4 ­1 , �, , I I' , .1 - , ..-- �, � ;z � �­ I- . 113, .`1,.,* *) --� - �11` T1. - .. z7_7, � t-,o ­ . 11 - . L�,7-_ ALL PLANT5 SUPPLIED BY THE LANDSCAPE _:`�' - , '. . -,�' -.� - �t -, . � i # � - w, ; �,. � i� I I . I .- . ­ .. - , , 1�4 � . � w t 4. �p r_ ­ .,i ?� �­­ -1 ;, I � . - ,��' , , , - CONTRACTOR SHALL BE LARGER THAN THE " - , . , 1 ".1" - 7N, , � I . . - �1. �V, If I.N. I t ![ � , MINMUM 51ZE INDICATED IN THE 'PLANT n" I -1. . . ��­,­ ,, V; ,, * . ....i.., I , . " , w,­. I L15"r' AND HAVE BEEN GROWING IN THE , . I � 11 . "I -v. , , AF CONTAINER 511E FOR AT LEAST ��,�� . i 1� . - - . 11JU BACY "' , ," . -fi __ � �K a . CURRENT C . ......,!.-, . . . . . . . . � . "I 14�E'�Q WIRE U." 1h ONE YEAR. 11 . ... I . . Ij 11 I I - A. . - - _­ I I � .,,q. . I . 1-y"1111 •-1��' I � - - �AJ_L MIC41T VjAJJ_,-5) � 1. . , .� . . I :! 11 . . - .... .. .,I ,. "..1I 4­ /. � u11 . . ­0 � .� .(:l �� .. . . 11 =I� . ,'4"" 11� 0 ­ 1 11I , � , ,l,' . ,�. � _­ I � I..� ­ .1 .... . � , I * I ._ I I I I I"-(Y MINEM.Uht , I ' I � TRE, f. . E DETA, L �- F-I'(3-i-, I L' - . I � , � 7 ,,, �`?_-Olv L '00, . � 44 . , - 16 cl � � I 01.1 '--*' I 0 ,.,� 6 � � , a .. J., .1 ,��,� . . ... � . . � 0*0 , IC 10 , 0 ,11 � , :, 7. - ( ­' ";,6 � I . 4*�1p �, _T , , I I I , , I � i I t1I i. . , ,kI l-I� ��" e 1rI 14 I, -.-`-1 ,0 I ., � V. , A tla,i , I - I .", , li, �, . , "O, , ., I N t, ,i,5, W I ylh� , , � I .. "' " " � , , � 0 . I ! . qh ".. - it. , .. " . -A 10 � � ; Vk . le�,� � ,. . � I t , , 'A , � I �_, t4, 1. , 'k 41 � i �­� - . . , I I ­0 "' ,e I " " � I � I , i�' " , , K .. � I * t I I Il . I . . II . .111­1W I' L -1' MyV)?4 4 I I .".", , * I " � L . " III . 1.1 I . If k�, , 1w 10 I ., 1*1 I . I 1� '414 - i'll I N ! �� 00.,4�-_�4_�� L I - 11 I 't I Y � ­­ I STA,Kr��O 'oor-m. "rf:-4-r,.cz, i)njvf.N, I 'xit-, p1j" , I . I 11 3.'_'�()" It,4'Tj-7jeL _t"OUND A 'i hT I I 1p . ,. Lor k� .11 * ,�, � I . I � fl, � . I It � �01 - � , I L . 10 o I I I 11 1. 1.4-11ii A—W, T � , � ,ve . ",a , � 1, � 'FA ,", I 1,.;,, , , � 11 \ � r I '..--' :3" (;M.RT _jL 3NUO - _­­­ \ 1: 1: 'e. ; I V. I I I I L ,,, . ,it, I PJ 4. I)lir A ­"­ 1� � I 1,11 I ill .. N111 , 104, ,�,10"i.m.Tlr ti,�ttl,:;rop'N*Ve'�'Ai.'L �*-*�* � 'a'O'W . e441'"�',,, __7_%9Ft?0i%� I I-- �r -',, I . ..0 #1rV10qjv11 . .1111.1-1. ­1- - e., r ­ I � r L � .,!.., 1� I � . . . 1��,t. � I , ". . 11_1�111..,__M � I 1. " , �. - "I'll ,,;,-g -. -_ 44" 1 11 L � . !4 ) , I .1. , . L __ t t .�;, : . . -;: -_ � ­ `�,' ,9�,� I ( - _.L�- - " I ." r . I J,' , , � _m, . , " ,,L , � ,�;�,; :,?". I %, , :�, , .. i : I �h. 11 ,_ �59 � "'. , I1F9_!hjj!i I . �A-'-, �'Th!-'ry,', , I p. ­� - - � A 11. , , , "= . _,�:, . �T­,L & 11 -Ir ll� - .r. ;. 214,1111 Ihll[�� - ,d I ,.- r;: , ,!L.. , I . . !, 1. , I 11 . Iti � ., ::%"--:� I ­ I � I 11 w',,` I @_�_ " A , i 1 04 �..' , I ' -4- .4 � — ­­ PUL SAOX — L _,"­­ .- '.. - � � , , ; I, ._.1 I.N., 1l, I ­ / A- .� ,L, OURLAP 'I ­ 1. ii. — m I i -� I -1. Ls, vo - ht . I _.. , , A6 n8QUIROO r­ .1� , - " 1:0 � - I � . I li.,� I . r , , 11 94 tJLO 0'r ­­ - I 'i �Tjj % , crymc BALLA' . , 7.,� ,,. r � ��� � � ! 11 At A�L flflw r�d i .11" 1111,�,:.­d, - 11 __ 1, I � 411 "" 'L,LL" 11 ' - f I M r � THR-�i__ _ I , 2 i , �, L I �.,1111 eo� I I 1< 11 �� I �1 lem:tl, III 11 �*j I 10 A. � '� I .11L �'H_ � tgg-girg"r �n­ I r ­-vol. x'?Ij L 111501111"_ > i,,`___,�,,� 'If , ,- ?� _', ! I- . . 1111"'I � ;; , t i`K6LW' r, — ` . j'rj,j _­­�`­1 J I I A,%'�7�A - — 0 A OK FIL.t, L'. '01 III I '^ 111'11 I L- "! __ �t w 14 6,0"".. !,��,� P .,� , . 1''. �g / .1-19- ��.�,.-�I,;r-: __­ .,, F� , AN � ..: 0 8:0 It M � I L X t ju n e, I Z;�,,_, I - � 11 11','. i N,1� - , , AD -1, I I , . I 4 y ,, i , e V E -, � , , '4 "' � -Ir R, i�_-" , I-'-L �Z,it-�J` 11. "=T111 �/ Y. I 11 r I- I v�;, � � � -1 . I i" M. _�A�­14 I , T " - , , !�,,,. " , � 1, , " - ! = ,f�,jjjj",��-I-g . � 1`4 111 Y,:`111 I 1�0��il= 1� , t �­, '... L, � "' �. ­ L -�2 �� 1% �.,�� �,O� , I �- .� � ' �X � "'­111�1.r!,�', I qIjIr-.';;,t, 1,yl E11�11'�,� 11 "I ­ da ­:L' .� LLL r it V ... WF� I, . - 'T)"_') 111';��;-� . 4 � . . . . . , :�n _�, 11 "I -I I 11.­', R LL � ��_'j 41 bFIRUB DEVIL-ii-Tiu. 61, r ­­1" r,i$jitjojL N 0 6ZA L-r L - TREE DETAIL --- FIG� -3 10 F-Imm"'.111im m1tawwOms "w"~ We% APAU F (C) COPYRIGHT RANCORN WILDMAN ARCHITECTS PLC . k. ,..'.-�u'l , j i � ­.. ". .. �, I' . _.�.,r ! _ " 11 i i i ". " ii , � I � ­'. 1 �� ;I 1 �r %�� t' ,7_1,.,_�.. i ` � � `�,', " , I 1. '. \\\ , .� A \ 11 �` L, . �,,_ �. tt " i t; \ 11 *Ip i �. \ a \ _ 1�z, _e, sC � .1� , __ ----- ­11. � I , �e �t , "t .. \ _­­ - , . '\11, , 0- , -.0, ;��, t . ...... I—— , , % -.,-. �', � , ­1 ...... , I , - , I �_4�L_ ` �, ­ - _-A `,-----I� ­ -, , I .,,--. s ,--'._-�.­­,.."�­_.'--1-, '. ` �__. "J­­ I t � , � ­ , , I :? `0 -I---- -, ­, , 'r, ,c�C',`., �t, , - -.-- , T , - _ . ,_ ..;�7­ ... , , - , I i . . . . . . . � - ­ , 1. I— . . _ . L , .. 1. ", _ . -- 1 ,� � ,- . . ...... L"" , 1, , 11 _ _ . -- ." ... _2 � - I _. 3'1�.`�rlv'k_ 0;t,J �_c I - ; � .- Y."'. ..� ........ . ... _.. .. . ; '11, �, .- c -, ,-.,, ­0., !,-�!_-­ I i._/. - , � �' � 1, �, vvxl �rz. . - ,,---- __� \ , � ­ " � % , .,,.1 -...1­__.__.__.,. .. .1 , . , w .,. .:_. ' L � - )I!, ,­­ _", t% t ,� - � A ! ; � � _.. . '­ j -__ i / ., ? '. ..' / 11 � t I i 1 ! I � i I ,� 1 *1 'I. i., 1 , ­ \ .-' 1 ' � . �111 . . . . . . . . -1. ".. _ ,.- i �, " � '7 ­,' '; I ", t \, /` ,�, � .. . A , 4 � i I I i � !� I �t 11 I ­ ',�' i , /. , ." / ­'i .... L . . . . . . �' , � , , . ..... _.. , , / .1. . ! I . "4.' , i I \ � ..iI- . _ , _.. .___._..__ , i - - .. . . � ,,.- � ,� . k i ! i 1. - i ! I 1. z; I .- I t:z: , . ; ', ­ I I .. \ , I , I � , , , : � i *;�, " t, 11 I - � I - 1 I,. i I I !� , , , , i.�' . "...'­', '.., . . , �. / /" ;----- %.. , : : i I .�, , i I , 1: I --- --- - I ,; ­, - W t� - . - i "I -, �", - , ..", ,,� i -I -,-- - - . , L , " ." f "'N'; , ,� �__ - ,� �% m, f " ) i , 1. "I .___ --- f'. � � ; . " ."L, " ']_ I I I t _­ -- � ,� , . , , " ...... ' �L-"!_ , ­t­ __ _ � !. ­­­ "'L."­­ I _­ ;t i . " I % ", v 'I. . - , * ,.',,I . . , , I � " . I " . I . ; I- , I , t, I i F ) I i \ I . ".., .1 i- __� I , - , '. , -i - I � _,_­ - , " - " __ --,-- F., _'�:._ _­__ " '"'" ­­ ., L__..,_...___.__, ___ ...... .. . ­­­.­� ... i --- ----- --- ------ � ... ­­ ...-I. I—— ­­1 .... .. ­,- -- ­, - ... .... .. ­ ­­ -- -------- ....... ­ ­­", I ; % I � I i �� /' '� ,� , 1 , � � I 11 't, I i ; , .1. �. ! ; I I I \ - i I 11 I 11 - - I.. ;,. -, I � 1. � , " 1 i, � I i , 1 ! I . . ! !. I , 11 ii � -I' .-, I i 1. - - _ I _ I J I � ; , I I I I \ \ � ,� , .111. , , , ., ii � , � I 1 i I 1. \ I *1 , : 1 r... ". I I \ � I i . , �m . ; t , I t� 1. , � I ; I i ; _.--,-.,. , __ I � I � I �, '. , - I .... , .- , - I " � 1 � I � . ',,ro I I I i I . 11 ,� ,� i, I 1 ! .", � I , " I � ,f,' ,tz 1"', t V, I \ \-) .... ,;, . i , i tt. , , i, " ), , � t� , I I . 'i'l ; - , ! . / ! � '01 j : �., ,, - r 011 , I j ':.. ,,, !.A . I , I. - ..'.-,-, , it" , I , " , " /. I % t, , I ,L_..____,___­_..­ � I , 'A . � t - , I � .... 1 ; I t ." \ � .. � IV , 1. I / ! � 1. \ . - . , '11, 1, ! , � , ", I l . , ; � *1 11 / ! i t � \ .i t I r 4 I{, t" ; I . I " t \ � / J � �. I I : � 11. 1� : / . ; . , , , I I i t t, " I 11 . I ; "I - I. " t � I ) * i .. ,I�, I �1�1. 11 ' i t ! I . ! � . . . - . . . . ! . . . - . , 1 . , . , . ; ij 1 t , " . 1. ) I I t , , .1t % - . I , , , . j � . S, , I i . . I I i i I I � " � ._izs_­.­1_. )_ ; � I � 2 1� I ; I . , 11 i . � I i I I i . t I I I I � I i I I . I � I � i i ! " . 1 f 4 1 I i" I . � ­ , i , I t•. t. ' I ­­.­­_­..­ " �., ­1 -1-1 �1_1' ­ � I � , , I i i ; ! i ; ! i i i � I 11,; - I, --)1'� ! i.11 "" %' -1-__. I�(1 ­ i1. ­. -) "_:. '`­ I I t , I .. � - . . .. , - - f - �. � � 11- - ). � . � i Yiil ll , 1; ,� - i.. , .-.,' " . 11 \ , 1�1 I ,[,\.� , I � __. � � . _ _t ......... ... ­­_ � /. .- . 1, , it I t I .­ \ ( , L ' - - , . _, , ' ' '. ' - ' L . � , I I _ , i ) , I., \ 11 I 'k 5- 1i 1\ ­_ . . ........ __ _-1-1.1 ..... ..... - ..�."..�-,-���,�....�....-..-��'...........', -.... m i ;I ­7 f ­ ... - - " I % ) f "-\ ---- I � - '. , ; - I . I , j ,_ .. '. f� � .. .. . . - �;.­ . . . 1, �, % , , , � I ! . , . I_'.�."_,t, , � f. ­ ...... .. .--...;. �! , . ) I ") . jr� . I , ,­/1) 1. - I _I )i.k t ­ . J .., ,_� .-. ­ �._,,,�_/,._A. • .-_:_(,.N _ V_ .. —'I -- - .­ '! __�­ ',�Ai- Ir"_R / .. ­. /./ / �._ ( . i I I . � 1 , � ; . . . . . . " - c _; ; ,e I l., , , " RANCORN . ­ - __ --,--- ___ —.--- _____._ -.-- __ ____ . W I L D M A N I f... - 11 . - - 11,.._ • Architects _­­­­'i . ­ "'-"- 1, �,�,­ ,,, ­._.,,..,,�Ietx_�175 ,­­ - . .-.-. - " ­1 ...... ..­ I - '11."'. P L C , ..." ­1 I ...... I 01 1, � V I I_- `�`, ­.. r ..­ z I ...... : "�,� "'. I_ i-.j . / I I. I - -I ,�� "". /",.,!,, I . .1, -11 �, ��11 KI �4 "'.1, L ­ ­_11 - ; " "r.) _­ ".�_.1-1­_ .. - I - .A.. .J. _ ._.__._,�.",., - � "..�.. � I - ! r- -.,r 1, !_.i _1 ...... ­­ ­11.�. : _. - ____ ; i-� ). : I. _>.- ! ! ,e-'.;­; ') " -�, - 1_1 ........ 1-. w i *11 FILE T-4655 , , . � , � 11 Comm NO. 03-03q.00 � t t i � I !. ! / ... � /-�, DATE MAY 1, 2004 _-.1.'­ ", .- , � __._ .... ... , ; . I I DRAWN BY HER 601 THIMBLE SHOALS BLVD i I I 11 SUITE 210 `\ __________ - NEWPORT NEWS VA I - /1­1 ­ -',v-23606.2595 � 1 757.873.6606 , . C_), , -- I- ,-. ( �, ,; , � , . !��'­ ­­ _­. Aiv�� Af j _,TH 0p,%,,4k , 0AIow k b., ��, � ;�_`l -1 9-4 0 NELSON C. RANCORN A. Z 0 CERTIFICATE No. �-__ 1 1482 .4 I - _­ -_ " -­ - - - ; I � - .. . - , , . , , I � 1. i : /�, j7 ............ . . . ; / L_' � ­ I I ! I Tyr r1112 , , i � I . ; _ I � ; � — p,�;, -­ I .. � � I 1, (9 - T3 I �,� ... . I." I , \ L � ) " / ,:"� 1, �._,,, I � " ,, i . � I I "' I i i I' ! � 411 ,-11 , � , i \I- I k . ill 0 1, ? ­ � 11 ; : .1 I,' ) I ! /_­ I I � .. / � ii /I I ; . " // "I I I 1. ­_ - " .,� I , � ; .. . !; " // 1, / 0 !. i I i / ('"''""' I \ I � a I- '..": � , i � . . ; � ,.,,. I . . I . , .. I ; ; I . '4 " - . .. ;?-- I., " /I ''I m (n< .. A : I ) f 1\ '­­ ­ . it . " � i I ...� .,. " % �,-.!_.) !__.' . . I ... ... I ? ­­),_1! . ... .. % ! .1 11 I. : 0 �, .1 I/ ._._1'.11 / ­ � I I . � 1,11� 1, , i'l . 0 11 '_ I 11­... 1.1 " , ! 1 . ; ''.., ..-, f",­__,!.* j;', i �._%, I * , i I ' i, - i .1 .: � �111_1i_.).­% i. V'. i , . !. 11 .. , . : i \ /:1v.t,_,. / � '� � 11, "I I / 11,_/ /­,­F. i �, . . . I : v 0) , i � ­ ; �rl� . ! •i : .1 -*-�,, .. I "I ." _ r"...) � I / Ill— cr -1 _ I ti 4t/ - i . , .1. I � I I ., , I ,. I I 1..� dal 11 ,,�, ('�..­L,) I _./ I .11 � I ., I i, I - L \ I I I ! I . \ i : ; i � i / I . - I . . -, p— i 1_e� 1. ; , , - ` - ��.(_ � I .. , . "'.. El, i! * , I I , � " -.. - ­. I ­ ; I , . I I \ : 74 .,�_�,.�Z,�_ ­-­­--­-- - ... J", .../ , .�.....��.1l.-Il.�.-...�..�..�l--- I �', I ,. 4, % i". ( � . I I., ; 11 _.. .... L­_ ...... .. � , "' ' ' '' - ­ ­­ I 1 __1 I . . 1 .1 ` � , '. , � L .. .J 0 - �, 1�; I ,,,." ; . " " . ..,. ! ,.� , , I / * : � i i , I, I L I i I I I ,I . I \ j" "I " � I C) z . \ i i � : - I . I � L i � I ; ". , .. . I ; 14-5 _­­­ uJ z . . ; ! : I / "', ! / . L i . ! I 1. ! ; '. I /' 1. .. I : . � � /" I .. . , .. ! 11110111111111111 , 11! i . I � i 11111111111111111111111 / I . I . I ..." ,; 1111 IIIIIIIIIIIIIII, . � /. . , ; i tf­ " , 1­1. � _--mi6woo I I I I I i "*� "llllllll,l,l, INVALW1 '. : 'I" I ­ � .... ) 1. " � I ; \1. - . I jl , , � / / , / " '! �� I ... ... Lj ,' ! \ . I i , " � , � I , / I I �, , .'. '­ I ! I I , " - � ; .... i ., I: 11 i / / / *' ­...'...'... .� 1 i,� I , . . I . , .' I . � \ . , .. I .0 .,� I- . q I .1 I­_1._1 ... ._..L --- , . . . ­ , ,�-, ­­ `L_ I , ; ,,:: / I/ .-,. � ....... ­­ I ....... ­­ ­­­� ...... . � . . .. . ,.,� I � I c ..". �. - 11, - i _--i_� '/.., I t \ _,:._.:'­LL.­­­­,. .1.1 1. ­. ­,_ t—...",7---"----'L�"-----,"-�""'�, _ � "", _ : , I � ..... ­­.- ,, , � ­­­ I .....­ .;, I I " I I , . ; . " ­ � ?; , / - �; I I " i , v .... _ 1, "'), , . � V_4 /1\11 ! I ,,. I _ ! " ! ) ,_j " !.. ! / /I '. " I Jlj_ I , . , ', ! _��.' 1�__\, I ­'� .."... I I " � I . ...­ .' " . � . , ...... ___11 ... _ - - - I / ­­ -,� ­..'. /I "I 1 / � ... .- _*� ... L_ , , w .1'.. ­ �:��'L�..':._.':.*­­. - 11 . ...­.­ ­ . I "I ; -1 - ­. 1_­��",L '' , , 11.1.1-... _.._...._­' _..'...., " .­­_.1­..._.... ­ .... .. - _;­ ,,, !i ­4,1- �, L"'777 .'_ ­'.� . . . . . . wt .. , , � ... r , I , ". � , ( . . " --- ) . . I I � , - . %,,, .. ­ . , , ­ , I ,.. �� --- , . .. " - ' ""'. � ; , � ... . .. , - . - . I., - . .. ' ' ' - .- - - ' ' )" ' " "' .. .. : __�­::��:_ _� .... -i" i - .... .. �:_ ­'_­ - ... ­ .." I , , - _ 1._ , '. ?�__ ... j ... .- - - -_­,.­ ­ ­ .. - .. 1. i .- / %, ,,_,;J�:- �.! , I _ - �_ __>''­ L"' . ­.1-1.11-1 .I-.,.-. I __� � ,� - , , Y__ry_i�_�,Y_ -.,.. __ - ......... ­­. ..... ­__­ ­ .. I ­ --y --y­). . ­ ­ , , � I Y_Ly_vc�fY__yl_ Y ..'...."._........". _, _, �,,­ . _(.... - -_ . .... ... I ....... ; ­­ ..... .. ...... L. - I ... n ­ L . ...... . . LL.. _­­.- ­ __­.­�..; - ., ­ .. ........ j _.'.­--.1­.' __� ­ . r��_ \ _, ­­ __.i.."; " , . ., I ­11. ___ _._ - _.... ;r __ , ', . I I f- - , ` �`.,", 1 _-Ir F 1, � . � I - .... ­ , . I . I 11 I ,.�:.., I ­­­' L"" ­-­_ " , .. ­­ .. , ........ . . L .­­ _­ -�� ........ ­ . ( _ . ­ .. ­.._)/(;�_­ _ L - 1. . . ­.. I I .11 ­­­ -­ -.".. .. - '', � `­ . [',t':,tj'-"_ ""C""',�; f* j:" . . _.... _ _ I— .--- ­­ ". - _' "I � I 11 i!. . " ­ ,­ ­­ j 4e;, — -2 �5 — (-:�) - ......... . � .- I ��, ,-, ,,,,, " � . . ., �A3ez*... ­ i � ­­'. '! , " ­ "' � , ­" 1. ­­ / I - - _ __ _ ..­­ _., ­ - ,. _ .1, ".111.­z: i. I : ! ... __.__.___ ...... _ '.....'.. __.­-..-__­. __._ .. ..... __­...... _7­7 1-11, ­­­ ­ ­ ........ ') 11 ,#- ....., ... I .:�, ... - ­.- I—— � _­­ I - ,�', '­��I., _T _V.- _- - ­­ , , -..--..I- 1__ , _.." _ ' "' . � , ..I., , " I '. , . . ,. .[..��: " , _­­, - PLAN "'I"....-.1-1­1 ­­ ..... � � V1.1 1_11 _..__.__.. ­___._­_­ ...­.­ --- . " I I � "' 4- ..__.._1­­­ ! - - - - F, ­ .... � , .. ........ I , -.-.-)., .. _ _,..1'1_:..':::_::.,�' - I , . - . ...... ;� _ . - __ I I .. _ �,.A _: � _ - ­ , . 11. __ I 1. I—. . ­11. ­ - I � ...... 7:*�� "'.."" ... - L" ...... I......" . t , . � - ­, .. " I _____ , - - It . .. . ... .... � ......___ ---..-'"-, i i., ! �,,.�,..... . " , . LAND50APE ?��__:: -�_�� _-�.:-..:---` ... .... � ... ­1­1­.. , __. ,,,�: I -� . ......... . .. �� ­., I . ( ­,"'', . ....... _.. ­__­ ', .... '.. ­­ -� .--".-.--- ­�' . �. .- !Z,--:.,,1- - -_ �_�. / i -51---�"-'.-�'.-"".---.-..--,- �,.::_ -I' ...'-.- _ ....... . __. I ) �� _) '....) ....... ... � ... .. __ _`%: :�:�­_` ­­ . ...'­...- ___ .... . . ". _­ ... . ......... ­....I.I.., ­ - _. !1_- ,_'.,,,,. __ I I % C ---'*, _...J �� / AND PETAIL5 �A_ ..­ .... .. ".. �::,.,� __ _ ­­. I I .... i�­'­ .".1, ... ___­ _ ... .... I ... I ... ­ ­­ .. ­.­.... _� ­.. - \ � .1 1._-..­.­ ---- . .. ..... 1­­ ....... � ..-..-. ­... � , J-7 .. .. ..... r: -1 I "_1..1­.,_._­ ­ ­­ ...... ".. .1; _­ . ­ I— " i� .'! I ..-;-I-,..-- ... : ....... r­�,%.._t i I ,.. , _. .t ...... - . ...... ­11-11­1��� : _�-j\­­- - . ..", ............ ,_­­­­­ �'�� : . ........... _­­..... " ,� ''.. I.. I .. .'....., '.­:-..,_ � -.-.-.,­.,—­.­­ -__ -I . L�:.­­ . '.:' ,.%--:: It"."! __.1.11_'.'­, ', .�,, i , r . . �­ ....� ..... i " I - , . - , a__)-7�::� .. __ - _­­ ..... ...... _ � ._y � , 1 � : I N I ... . ..... .. 4 � ,. __ ... ­ ­ .. - _­.. :1, -- ------ � .. _.;t � j . _­ \ .1 .. ___ 75� � ... _1 ... I— 11 ­­ ­­ , - � � _... �, . -- ­ ....... ­ _ I 1, 1__�� ) , _ - . - ­_ i ...... . I ... ... I—` ­ , _ ..._­ "' -, -_ i _­.. � ­­­ ...... ­­ , , _­. '. !� . . . ..... : ­ - ,­ 4 .... . ­­ ­ - . , , . . - - , ­ - ...­ I . . _ A . 11 _ , ­ ` , _� .. . ­ .- - .7:� I - ­ ., , . )-y-_y---)_ - 4T '. -,- .,--,---t�,.".:--.-�,!.::�.-,..',� ..... -.,:�:�'�:�...�."'�::.�Z.'.'�-.: ­' .- __ Pi -,.y --_-.__ --,-----.. - _ ­ .... 1. . � . . . - , ­.... -,,...-.--'* .........'­ ­ ........ __ - ­­­ .. ......... ! ­_ — . ...... _.�A ; , _..__..-.- �D_;(.­rt, --y.-- ,':�-,I!..:�!­­` .- .. .-"-. _1 ­­­ � __,_..._`.__. -1. ... .I.... __.. _�� ._­.._.1_.._­, _11­ ­.- .'. . . I ) \ ____ __. ., - I_. _ _­-_­ _., I . .1". T.- �1 - ._,_._._1_­­..,...__, '.... ,_ � '...'...­... --- � _- -.-"- , I. ... _...__­­ .11 . ... ... I.... - �-_ � � . ! VOLUME NO. I of E3 ..'s 1. __ _­ ...... ...___.._1 .... __­.. 4. -, � _,����' I I , _.,..� � i . . v ­ - 17 __ "., .... _ ___� I . . __ , .". .1-1 / --- ---- � _­ ­ ­...­ ­­ -- � ..... . _­-.: _. � ""'.:'*'-"..'.'�"*::."""" � �:."...-.,1­-,..,�-::�:� .. . - I T11", 11_ ... �t_._ :'-.��"�:�".L-��-'�.'I-'-�-'.�"'I'�� -, , " :�'_ .....1. __ -1 ­1. i . , , '.. , - - �- I ­ ....... . � , � _ _.. , ... . . _. _ I - I .- .1'.. , , .,: �.'.'. 7 '-"- --�k-'��k�.,:) .... ...... .... L ----- ---------- . ....... ' ' ­­' ­ . . . � ­­ ­ ... .­.­........, . ___ _.­,­,_­: -��­­, ....... . . ­'. . _. . . ­., . - _; ! - I . � . - . '. ­,­ . . I I 1. � — - , i _ / �, ,. - Y�_,_"�,_�_ :_ ), ...... I-- . _ _ _ 1�1 �"7 __, .... ... � - ,� - - -- " ,-.'�,:�'. _: � . ...... _ . - , _ '. - -11 , . ........ I— - ...... ­ _. - , ­_ _..1. I _--.I- ! .... " %",,,' -.--- - - ­­­ ., _'. ­­­ __­­-.1--:1� - i , ... ,7 , '�,�, .... I - - - - - - t — .1 - I . "'. --,,­,­�. .... ­.­ , � ___ ­ �', .- � ,.,. ..: . _� . _ '" ­­ , t , ,.-, .." - - ­ - . f I I - ... . .. ____ _ __­ __- ­' " I-- - -1 .­ - � >--,\,7 , % '. _, / . ... " " . . .. . , * .� ., . , j � � . .� -, -, I _ , . ". . ­.. _. . . . .... . L" , ...... � . . I ­ . . .. . ;� ...... . �. �:t , ) . - ­'..._. .. _ , I.. .­ . .....'.. - ..-_­ .-- . ­_ ... ", -, . . . . ­­ I , ; •I - -, ,,--.- " , I ! - , / , f '(` '. - . "', ,., ,� / , . . __ ­­ .t -� T _,"�,',�'__�_ "r. _ . , .., , , I ', ,,� --%--�-.�.,._ ,�, _ _­­ - ".. ­ ­ , , , � I .. _ _ . . - . I ; _< . , 1 ,\/ j��,, ,. i y -/"-' . - , ( 'r , - , - ::�, -'r �.�­­� . I . — - - -, - ' ` -.;; �._ I . - - ,- ­,� 1 -, ,,, 1 `­ j ;' �-, ; ­.". � - ...�' %� 1.11, I .1 , 1, _A � ..(. - I I _. - -I..... . . . .... .... � . _­­' ­ ­ 1".. - I _) � 1 - At ,, �. ( - , .. .. , I ­1 ., 1. _ . I . . I , �.�.) . ... .... ­ ­.. . - _. . :��, . . . j , . , �­ ­ _ 1 _ , ( _.�� - .f� �­ . .... I � Al . ) _.., , ". . ....'. __ ­- ­ I— ,..!�'L.�---.,-,-"--..�.�l.-,,-�.-..�--.�-.-"'l�.L-l.'.--�l�'-'�.��-'--"'�'�""-"-"""-�,�%-.-�.-�.I.:-�.1-��......-..I ......... __ ... 1'_�.;/_\,__,1k-___)__ ` ­­__.___ ­­_ ......... ,-, �.,_._ . ..... �� / DETAIL NO. . .1. ,___-!-. - ,� ; ._._­­.. ­ _­. . ", ., .. .- ,�_ . .�/ _'­­ /­ / r­1 (, r .. ­'.."..- x , ', __ . .. - _..... - " " .�, _. .- I . ....... ,; .... .(� _ .. . . ... __. __ !'4/ I . ! .�� � - , .. -I... ...­ . . . . _... - __ ... _ ___ . , _.. .. _­_- " "' " � , ", �..." _. .. _ ) - .) '�') f ... i - . , .. - - ­ - � . : ...... - .-- -.1- , , . , I , _ , , .. . " . , , - . � .... -) . ....... �',--�` ! ,­ . , _ ­ . , , , , '..".. . � ­ _ � . ,_ , ­1 ­ ­ , � ,: � _ �� . _::_ , � .. i.- , . ,.. -,I_ _ ., , .... - _.. -.r ­_­ .. .... ­_ ..... . "..,___ T "!--- . ..... ... ­ , � .� - 1.__­ __ t__.. ____.. , I . - . I _­­­ _, I . ­'7--, ,._., ,:�-___-_-__--__*­____ ,.� r-) ,,._� �,,_,_ ... ____10 .. ., �� _. , _. ,__._...._ .. . ......... � .... ­,__,�, d. �� .... .).. : . .. - ..- .. _ 11 ...1. ­ ­ I _. ­­ I I ­, _ �,, ­....'t k :,.. __1_­fv­ ,:...___.__. _.-.­1_._­.....­.... 1� .... _.. _ -._'­ -, � " , ; �."_,,� - __1_1­­ - � . _,� __._ t i t� ` �� - ­­ - - I— ......... (' ", 0 i " -!-----I � �. "i i i. i .-:­_.i ­� " ...... , C I , _. . ­­. .......... .�:_.__l ", - �� " �, " _.,-L- ___ ­-­ �­ ­_. ". . _� 1, /.!!, . �, ... _. ____ ­ ­__,:_.-:t "..1. ..., :�ej 4 __� ­­ ...'. _. ., \� L _.) IT111 I - ...­­­ , - I 1. ...... . . . � ........ ...... __ ­ .. .... I � 11. j, , , " ". . -­.�.�--)( _­ ' _' ' ....... '. zl-. ( ­1 1 ) .11 . v , :- ,.-,, ­ .. i__��'.r-- ; P. I , I., 51_. ­­_­ ­­­.- ...... I_---- � rv7­ ...- ____... .­­ 'A i� J, I -111­.1.. _­_ .� ., t, , .,.:. ­­ ... ­.... , __ -..,. f /­', " t. �, '. . �'_­ � ­1 i . I ­r�­­­­ I \ . p ...... - , - ; . I 1, . - .. _o_�, ...... . 'e""", '­;.__.. .. ...-- --- .,.--- * ...... -_­ ... - ­­ .- '.-... _ , , _5j , �� . ..., f '![ I I ,v 'i��,y,. i i 'I V I ... ... ! ,,) , ., � 4 '_, . 'L�� ; , ! , ,3, i. _ , .. ­..­.­ ,. I 1p ­ ­_ .. � ,__ . ______� __ I " , ! i � I —SHEET DRAWN . , __. , - - �-- -, " . " ., ....­... " 1 , , �` , I I�L . -, _'... _­_ , ; ip'& .. . . ............ .... ­­ .. ."'. � .. . . 1_ . " � 4­­.J , , I - ' * '. - . ":.. .", " 1, I - / I I . / - . ... , . . I ­ ,­,!" � ." ­ . .. � I ­� ... ... -,-- ­­''., � I— I / __------ .­._1 ­1 , , " . I .. . .., . ._­1 ,.­ . , �'! � I � /.. .. . ... . 11 .11. - - ...-I..­­1 , , q ;_ , . ...... _ / ,­ \ .. '­11, - .... . --- ) r .,. i A ff ! . , _L�, '., , , , 11 �­� ­ - "-- ,", ,,, ) t__ - ; i � ... :7..- %.,...* /�. �'i �-1. / , / � .. t f I ­f­ / t. ., i , I � , �. 1. t! .. , % \ � I— 4_11 . � ; .1 . ­­` �, . . � 1_­ � ,4 1 . .1 .. ..... . . STATE PROJ. NO. I ....... � � ­'.;:­.. ,-..-'�.. - __ �­­ .�, 1� ;q,._�,-'­ r .. 2. ._J. , V ! ; � , 1 , I , /1-1 ,� i ­ , I i ! ...... . : � - , , "I � � 11 I � . "k,:x_ ­)­ ...- ­... ... .... L'I .... .. _..... I - ­ ­�' , i". ""..".., , , - _ _. . .­­�i -I.. ,., I i , I 1. I .- _ I �, - ­ - ��� .. .. . ... ......... .. - i 1" P - , -1 �v­ $ .1 ../ i .� I I '. _.; __ 1_ ­­. ­-­_ _ -, ._­ __ ______7.."\- � v­ "I " _11 ..'r. � �!, _­__ i ­1� ... i ........ _­1 .... '... I ... ­­� .."', . - �� _ . . \...) " I '... - ... � .... �.i.. � � ��%t�", 1T­..­.:, -y" '. 14 -, -CI4.20 - .., _._ t� I ;,�_ i , a y ��,.,.e. .1.1'.."i __ ­'., ; : I _ " -v __/ �.e , - 11" i�! '/ .-,. 2 . I .- . , , i r ........ ... .. .. 4 � R .1 ') tf, , .1. . - � _ ,/ , �i�/ ... it , ` 1 ii., ;j I 1 i ! I ... I , t� � . ;i' 1, �._ " I ..... �. ....­­­ I I 1�. 11 .I - ___­ ,__.., ,17, /t.. J; It, , _4 , !.i, , ---------- � - , , i *1 I , , . Y ­ __ j � .... � 7. j4'. 'I I . �.....-.�,) fi It _____� i I . ..... . .1--." i L., '/ �, . 1-1 ,-, il / -,�1'� .!.f ,", ,�'!_ _f J, j . ­ � i . _._ _-, __...._._,.._ I ___,___� � ­­ .v � _ _­­ I i ... ... . ...... 1111­ ­.. - I - .., � �,__, \ I I .... 17 _____ 11 , _­ ..... .. �� " t 1, ___,:,1, ..Di f � , I ;. , - ­ _­ ... ! k L, �11' I . -_I 1. I., 1. _ . l) I., / ,I '' , . -..-.. ______�_ , , .1 .... ...... . �i ___-._-_-_ I ­` ­ Y %, ) Ij ­­ _________ . 11 .­.,.-,.. --- .__­ ! - _.. ! . ti \, / -1 \ _' JATI­ _____ - ------ - ------------- _7,_,--__1 ­,� . ,_� �j I _ j, i I I _ / ___­­ I ­­ (I.. 11 _­.­ I � ADJU - 11 - i I * .... ... _ L 5T AGTUAL Lc i (I ". ­ ; F71� ��Ll). t, iA.,_,�4, . . I �� k I � \ I = 30, _,r_,�--N�'� , t '� ­ __ I '11� i . I � 11 - � � I I �11 / � - � � ­` -, I : .."." i ­L' *�--.,(( ) ; ■Ll mOi J.-, I- .__ ..... .. .. �_, i "I i / , . ' I ­ ,\ 1, __.... ,. _____ ... I c__ I � , ". 4- T1 ,/ � Fd mm­ " N"" � P q T R �����iii:�iiilillllll- E 5TREET ­_cn_..__ "...­_....._ - - : ". . . V­- — _ ... ,­­ .­... "T.) I....) I..., ,­, % \ \ _­ ........ (7y�l_t 01-1 "' . , .1 �.,, I I., ........ _ ............ .. L .. ........... .... . .... ­­...".. , � 7- - _ I I 1. ­ ­ - - . T, � � I � ....... ­­­... � A .. `1_ ! !I , I I ! I 11 .11? .1 I - I\ i I...J 1, _._11 I , /I % \ _ , ,�'. ­ ..... _­­.- �'. . 1, 11 11 _4�0� " __ k­ I �, i ' - "-,\ . . . ..... I—` '_­_` - . _,,_,__,k-_,_,A, ! i -711(1-19 (y _ .... ,� � - "", ­`�f.l - ; . ' ... -, I _...... %il I ...... -:­­­ i`-­-, ` ) -1- ......, .., ­,'­_,__­­L,_ ­ - -.-.-- / ­ ".. , ,,, 1 *... ) , i __­... �� .., __ .. D5 BETHE , - -N( - ... _.__.____,. 1. ".... I I ... � , 1 _ ::EN.- ,--.- '.­,:..`_`_, ""'. ......... . .... *­ -...,. ,::.�_­­­ ' � 4 1, 3- . - J __ ......... . .. _____-.%_. ­_­­ _ " 0,111 .­.. ­1 __ ­_ 'L ". .. . .1 I . 11 / / ­_­_­ '... ____ 4 XT2; /. ". __4_� ­..."­- ....L.... Y_ t. 1. 1. ­ -"-,., .1. _....­­ -- ----- I � '-- , _­'. _... 1. " ,I ,� I " ; ,. __ - ... ­­ - " ....... " __ '' ---- ­­ ... . ) i��_)\- .­'--­..1 ... : SHEET ,,, - ..'' - . . ­.. .. _. __ __:_­_­­ - .. _ . -,. I... ,. .. .... !,.1 ...... .. � _.",_ . ­­ __ ____ .- .-I(_ - - - ­` ` " �... ",._­,­­ ..... .. _.. "' * _.. \,Z..." _". ."...._., � , 1 1 .1 ._­­ _­ , � ...... _. I. .. �.. ... � ... � _ '­­ 1, _... ­ ..... .. __ ­­ ! \ MITE PINE5 -- - - .,-�-..�--"'.'-"--.--.-�..-."*."...���,-�'':",- "..­....1_,._.__1. ­­­ � I . I ... .. %, �, , �.. .. � I , /I�Y-p\ _AL�_ .­.�'­ � 11 ­ I - ,__.. � OF .. � - � )