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Home My WebLink About110 N Alder Street .TSA PYNISH CRAM f 909 NOTE 4. 1 --1• DIA. X 3--3- .-P. ♦• ST-. PTP9 4 ]].. fY'NO�IRICAL ABOUT SWAT. :K S• rwof '?>` r•:"�A:. �6• OufLcl 8T• O- NOR SOP fLAD IN 2•-J• LONG 86CTIONB• Hft6L PIPS. FOOfZMG Y -{I 6_I A R2• O T A L N 03 It �♦• P.V.C. Af I/••/If. SLOPS (MZN.J N F SLOPS PROTOCTMOM 15 e..I.•. 404 1.-.0000 OF FZLTLR DID. ROAOY WTAL V 1 ' y__- r f10. 6 % 2.0' nIr4• CTP Im1.tT _ 1 1 I (TYP. BOTH K00f) II S NH :NCL s �\ • / (_-){I OUTLLf N - -_ 1 �'L.I •. I iY ---�--/-SII ■ �2'+LAv -�tl MH \1 V f/T} * I 01 AT 12'0.G: 1 • ' I BLOCK A+ED TUBING OR • 1 I Lr 16. 9.V. h ,I\Yv'1 A ♦• ♦ DLOLK TILL :AL'caNAft). DRIVE-THRU 1• �J, - --r R 1I��"""�/ < I DISTRIBUTION BOX BETA I I- Lp• \ ; � '•F\•r•... pl "rYlf'l�T1,y K••' 1 `-- PCRPORATID p0.YkfHtLLM TUBING 1• A • x iy 4• MIN. SN/TOL DIA. WITH A MINIMUM PARFORATSO ARCA OF v• �� I Ili{ GAPACf TYI PLAN VIEW J Pa,:JDt 1 .5 SOUAR9 INCH*! FOR LZNSAL FOOT OF PZP9 IN BOTTOM -i ••! r�A� - -- - veer A9 Or PZPI. PIPE !MALL N 1N9TALLEO VITN -_ 1 Nt0'D e` PCRFORAf%OMS ON DOTTCM. OALLONI _I CA9f IRON MANHOL& Bv1 IF LAND- - LOCAL ��(� - "`"'` 4 -1 ,-� B 1RA.HSzT10:I BOTTOM -N►SNA" FO 'T CO. fLA000. coot �/ FIN. CRAOt� 7'-6• TO 1 --- l6RIt8 R, •1•S-I 24.01A, xt Hf. A TRAP%C ORAOS C-1 1 '0.5 AT 6.O/C - I p e.''1 •� OF DITCH • MAN"A.O W/LovOR NNOO.JI OIPLAN V/ IFyW 1ecT,or.. BARS • K c \ cI c c ` c c ` c ` .c; t;c U.M. /OUIRORY . aka Nf L1M AT PLAN Vim_ JN J` J" J� J A` J� J �J� Jam : DAV{IT *0 b"-:IMl&Z AT 4. O/C (+OMP, ovLa I OO/f�YfMDOY ^p S• 6 L[*ICI / LON f ON hF, To; 1 ARS) / f7so LB. RAA/f, : c ` C , c c . c ; 4'•!' O' ,TI ITLLT _ _ n _ q)TLN1-rT{ J/♦• VAINLD _ 3 J , . OV -RNANG .. .. 'FLOW r•'' c F BRICK L{'*LINO ROCK. _... --�+M.•.�r ACY MTAL WINDOW UM%/ -Z �LINt - COURSI! I '•6• 24 RS "M SANE at �.l NOTEI YS ]I FM (Me ARCH. GLANS/INT.A•O) RSPRAP / 1&• O . T tFPtcfiVt SIZE l I r �i fl O RIMOVk i0P son N t ] O UNIF. COLI r DMORGI LTC. GOWN f0 ♦• STOOL P1PO-CAPPOD�- �- E- 4 • Y I DXSSIPATOR Two POAVTOU! PAINTSO BAIILt ILO' LIMA r LAYER. iRAVV2G Y►CLOY I Y 4 4 EXTRA M0.9 SAGS A. PLAN VIEW -- -. N • .A. I CSO ALOINp OPININOf LZP No.+ Ar 6• o.c. u ourL*T NOTES i o MLv VAY ' I-M•& (ALL AROUND) I TAP OF DRAZnTSLt SMALL NOT Be Lt99 THAN 12• &CLOY Tr • GROUND SURFACt. 1_ c1MtNg1ory9 1p'_o• I 2 rzn. ►1 SECTION "A-•A•' 2. DRAIN!IL& r 2- MAX.fJ eE •' MAX. On �LINOR AND A 1200 GAL. TOP OF CONC. APRON A 4•XA• 4/+ CAPACITY DISTANCE Oi 2' MFROM TWO LtNftR Lint O? OUTER PROWS. AT [MSVt-TNRU LAM DITUMA8r16 COATING Jn t ]. OAAINi SILL` LATEWAL9 SMALL 9LOpt NOT MORE !MAN f �3,,FF• O DOffpM AND ALL lZDt9. S. POR 100' (YH19 Z9 /2• IN 10' MAX.) +? }9. '• � t•�� • .....,..;.- ..•........... .. _ :' 111 (iTION.__•A A" A. !MORE 9NALL D! A 9pACt OF IA' 69TY66N CND9 of TZ699. N {�+{!• -4: 1 411 (� SECTION "A-A'• S. TH91ft 9NALL, 66 A LAYER OF MIN. 30 POUND D1fLIMTNOU9 SLOPE RIPRAP -� SLOP! IIU•--�� TEST_ gATURATOD PAPER (OR 9OUAL) OVER TWO !PILO Bt TWECN kl•' NOTESs &LOCN.S. $UCH PAPER &MALL NOT Dt L699 TNAN 4• VIDE p 1, UMZ AIRS AF'pRNV6C FOR Ux POA AKOv! Ut 91fn ! AND OR SUITABLO LgHOTN fO COV*R rMC TOP SIAM AND I. PROGAYf 4TZT9 ARI APPROV►O 1011 Ux PtR ABOVC O99ZGN ♦' DOWN EACH 9100. OR THIS JOINTS SHALL D0 MORTARCO S. IfUMffi OATTNO ON BOTTOM AND ALL 9/D99 AND DZ/lNSSONS. AT TOP AMC) ♦• DOWN tACN fi[Xt. Ai TtR rN29 19 Nu OR ONLY). 2. 6IfLPMA9'rZL COAfIMO ON BOTTOM AND ALL 91099 COMPLtf*D. AROA SMALL St COVOR60 WIf" SkL6Cf9O BACKFIL -EMR-' �_-, 6'_O�� ' /3 ]. LOCAL ITANOARD 0000 •HALL APPLY IF RMOU1RNMtNTy (&XTSRZOR ONLY). I'-♦• 01A. % 2•-0• 1©.■ 1.1 ►X O fWZS STANDARD OOTAZI. ]. LOCAL DfAMOARO COO* SMALL APPLI IF Rt OUIR9M9NT5 6. fwf TtRMINOU9 OF A BLACK LING SMALL DE SEAL-tD SV a L. PIPE FTG. 6%CRD THIS STANDARD 0*fAIL. MORTAR OR DY I.ORVARING A LOhCRtft D'DOCK ACROSS T } f"t OPENTRIC. SEC'�QN �' W DAL. CRP. idEPTIC TPNK q TYPICAL GREA NTER 'EPTOR q'1 DRFIINFIELD DETAIL CAL T. ) sECTior.! sca�E�3 a=_�=o• NOT To •CAL-K �FNN. 16• 1683 3 NOT TO SC`. ,_E JPw. 16. :683 3 / NOT T'� SCFAE JAN. 16. IP63 39 GUARD POST ® D/T WINDOW CONCRETE ENDWAL-L SCALE FSS SH(iWN MAW. I6. IBP3 7� SCgLEI ]/4"=1 ' -O• .JqN. 16. lOC3 FZMT9N GRAOI T- r--------------- ----�----------.1 GOT HC-L •. 0S 6• O.C. Yt° MANHOLE ivs6 ,G, @ E iJ I ENT. OTO ! ------_- --________ ROM. fop SLAB IN V• O• LONG 9*CfZON9. 4 12' 0• SHALLOW ! • w O]-12• •• P.V.L. AT 1/4•/FT. SLOPS IMZN•) _ /RAI► AND f6l p4 I I 1• I - i R SLOPS ` C.G• `]O] 1 100E or F1LftR MP. I 05+6•N0.0 BENT BAAf� a 0. FVOUMORNKt/ w q • S• 1 10'-P I • !4' -f• I N_ •O' • ZNLtf �• --"- - 2N i �;: �. •S 6' O.C. NO. 2f. B • I4•• 1T + N 1 vvt•'•n+ ca --- 70• ■ fI• -- 1 I 4• RSM. LOVIR 1 1 I 04 AT IY•O.C. .-_-_______.___ � ! ___- I • "' -O• ( PtRFORAfoo fu5IhG 011 -' ORDER STATION - .....: . / V/RIIM. 1 I I I ♦• • • SLOLK TILS (ALftRNAfk). 'i TE ILLUMINATED. DISTRIBUTION BOX DETAIL 1 i • SMALL PROV10l A[fOR 24 4 01, • Y v•r♦ �`/► 1..----QPp1fIHn►'!__----1_-_-__ ]II - _ 0 tLf CTRIC AL • 4 BARS �h , YIIA • L--------._-_'- __---- ______1 j STUB UP. BzfUFll1$fiC CONT. pf 1 • HALM •r♦ SS VfZRf" IRZFISBO TRN/ZC -� • - _ I J� 0411 IM !AGN E '�> FIN. GRADS f&& U.9. FOUNDR ]/4• DRAIN FILLO ROCK ►p1 PIPE TY%. VALVE AD.IAGlMf S 7` COWfIR U'04M T I ADJAG P MOff 4• MI L- 30fl{PADA 7 _ fz2S. • INVMR ft. MPJ� �tLe /VMY "y II•%I•• T.D. ]p• % ♦N LO. PAVED GOND. ORA9SiD CONS. f OMC --PVM'f IwSN W/covaR xL0cfto e.� w PLAN VIEW ~I � �' w IP' 0 AT f4•X�• 24• p•� x.6� . - - VSAWZCAL BLOCK 2 J: 12• t• I SGMETR IC 12• It• •♦ BARS T01i. • MION •' +� >" ` ' A O INT6RSfGffON TZtGi V/ ' i Ar li• CIVIL •p 4' - • , c , • o p• w t V:1/Y 4.W • BIO f Y- 'U"ON pat T, cont. AZn WIfHmr NORf AR . j. WALLI. .p NO.+ 0\19, x.. O MANUFAcfURSO BV ACM VILe- CORP. • • WAMO 8 Z W CUf.IN_,T IDLM1. &•%14.5•%I Y• - f .-y._ _..-. B• CONC. • �OGII P` cc S. __ Y Y• _ Y.S CAL/FT. CAP. '. ITL 1AND 2S .]IMM BLOCK Vµ.L •'• • cc _ J YIfO CRffNLlM. *LK. ZLLZnOI9 NOO • 66 BARS 1 1 /• 1/ •.1/4•WA9r60 _ PNOnt IDI Y) DA•-YYSO J O& BARS 4♦ ALS. 4R N61. Q a D J Af 6• -� i • • • q�� +Ryfr� I II 1 r N�1 PLOY O.C. •Ts O CONfIN1101// ". A • ;ALLfAN, .'t d d Irl• TIM ! • • • • • • !1/ILL�f�Y OLItiD .�. • ""' '•:• • • ' • • * TA MRZ►S SECTION "ADA" 5EC'fION__'@_- t9 m < • _ *L. -_t - OI !DAKAR L To fad, 2400 CM fLl - B2t] _ L-- _ _ /w J` J� J� Jw PI+.) • ?• a OFiLLON /I OFiLLON � • •-4 � 6 L = • O d .C. REPT l v^ - BAFFLE _ 'JC9I NG A ♦- = 4 ♦ • 7. �. �.�,. •1 W ` TgNK f TPN•. NO-_ESt + , , V H •:f` *= •: f` at.. TAWSCD �. f I . top or ORAINTZL/ 9NALL NOT M LOSS f0AN 12. 66LOW 4• SOUARS. : f 1 µ, 1 J J J J at.. t m JS BARS r .AOUNO SURFACS. STANCHIONS -1 FLUOItt9L9nf� I PIXTURt I 'aIRIF IME3191F4 06 BARS AT 12• C.C. I 2. DaAJN+ILL SPACING TO Bt 4' MAX. ON C*NT*R AND A j -. 2• V.9N*D ROCK - DAR9 AT '2• O.C. PUMpJ D19TAMC$ or 2• "Ax. room f"t LLNTSIR LIM OF OUf6a now I I J r It• o.C. ,cvf•Orr II II I SECTION "C-C " SECTION '•C-D" BzfUIMASfIC COATZN(c. ON ]. DRAIMF2&LD LAT/RALE &HALL !LOPE Mf MORS MAN :(OTION "G_q•• &Of. AND ALL SIOOS S. or ft 100' (THIS IS ./Y• IN 10' MAX.) I - - ORDAR 9TATION -N• ♦/I PRAVSDS TW ENPO-CORNSL 3V00 !ORIS$ $USMOR$TBLO T T NOTE 1_ VILE SLOPS-1 - GAP• 6R OPM AT 20' fOH. S• OSA. IMP{LL9R. 1.150 •• .rt Rb 9NALL BO • !PACE OF I/4• &tf VOtN tnOS O< IL09. I 12' _ ?) ►M.I1 0/1/60. PRCVIOO MODOL 1101 L&VEL 90NOOR. PROV10! S. Tr•R6 SMALL D& A LAT6R OF MIN. 30 POUND B1f UMZNOUS I� II DRTVt-TNRU C I FOR OTHOR SOAKA09 PIT O%NOMS%Ohf. F COIL. OTARfSR AND DI9ConNSCT SWITCH Th YSAf,•EAPR001 &A(uaA 1{O PAPER (OR SOUAL) OVER THIS 9PACO etf•Sth I II LANE - Get ORAOSNG PLAN. GROUP /TCL TNt _OytR __ f• MIN. / Y *NCLA9URI FOR ROIAOTO ZMST6. ON fMa OUf9ZOO OF fNt BLOC. BLOCKS. SUCH PAPSR •TNALL NOT DL 099 %MAN A. +TOC f 2/] CZRL. OF Be— - �yF, WALL. PROVZ09 A NZCN VATIR ALARM ASSOMBLT IN WA199 rIG•T AND 00 9UIfAt-6 LSNGfN 10 .AV{R fHt TOp 9tAM ANO _�� 6M0 OI pfPL. ; f P1 - S4 r ONCLOSUR4 AMC ASHOTC. ♦• DOWN EAC•A 910*. OR f•• JOINT 9 9NALL 69 MoRf AR&D • -� LLL___ AT TOP ANO 4. DOWN SAL" SIO*. AFf9R TN19 15 Y ••• L: O NDRAL hOf69l COMPL.6fto. ARCA SMALL BS COVLRSO VZTH StLtC+CD BACKKL t•A •G�.i 'b '�/%( I . PRfCAff UhTTS ASW APPROV 0 1011 WSW POR A&OV9 Dt9IGT AND OZLONYSOh9. t. fat ftaMINOU9 OI A e.-ocK Lshs SMALL et stALeo eY FRONT ELEVATION SIDE ELEVATION �,J_ 2. &ZfUMA9f I6 COATING ON BOTTOM AND ALL 91019 (E)f- pp MOR.AR oR SY MCR•ARING A CONCROTt BLOCA ACROSS - - - '2' 4• ,v D. LOCAL 9fAMOARD COO* 9NALL. APPLY ZF RLOUIRtMt N'S fHt opaMING. *%COLD fHSS STANOARO O/TAZL. SOAKAGE PIT SECT ION COMB. DEPT I C-DOS I NG TANK CANOPY OVER ORDER STATION NOT TO BCFRLE t7 N Q((�� DRAINPIELD DETAIL NOV.Novls. 10f)a NOT TO ffiCPLE JFY.. 36. 1603 30 TO SCFYI_E JAN. 16. 198:09 NOT TO SCgLE JAlN. 15. 1683 �� U-ENOWALL SAND CEMENT 2 Z y Q r � 0 N FINS"D GRAD{ CRAT{ LLt v.• __-_ + FINS SNL& CRAPS 2•x2•%1/f•A2• ' 1 cr PAVOI•nt AS IF LANDS GRADS x9 NOTE +. - 9POCIF100' IF LAhDSCAptD. !Lt MSO 4• tXI9TING GRADE PAVtMEht �9 9Hf. C I LONG M01IVf V/ 7- w t V.VtR.WI TYGv)• � NOES ♦. SNE. C-I.� RSL! _ 1- � _ �ISfAATTAC:•TNAP Q L I/4• tXPAN/f ON ? G tag Qyy� Dp4T9 J _ t-_-VAFS�L_-y.�' A t A l l BA82MRYA66 YO/ - Z 3 1 SLRW V Z N Q 3000 P.S.Z. come.. LO• �jdR'-[-3- SO!9HT C-] SNLD. Q 901.20 900 STRAP.• gftlL /•N {� J. Av. •� %x/ •: V:. 5 �1 • (15 TN. PVM'1. Y I QI _ _ 1 STRAP. '� 0`I I FOR OTMOR Ox", �1 O W 3 °' , e . c a _ b n pA9sN11 oe TAAL(J�$�) . k. NI L �+ `--• ♦� . of lrt1jI�L`IT'IgFI`'- 1• cMP� 'O z U') N c•. 0141011 41114 \ '` PROPERTY LIM :moi'•:+•' 11• y:UE k 24• DEEP (• rfA. .` A (' _I LL >.. N c r -�4 RocK. fRth,,H sLL,HP • cMP- i OUTLET TRAP • I Z W J • 9TADALIZ*O J ` - 4' COMPACT&D 9Ct HS ft • Y: FTLrtM FABRIC - . f Q lot - 21__-�_�_.��_• IUDGRApE jC DA99 GOURDS Af PLAN FOR I�".4.4. ALL ANCJNO. > .� $CALLt J/4••I '-O• /J/� ,` W e.7 1 _ fPt C2F IE0 FOR i••,. .}. � 4 Q W f _.C- PAVCMNr. DIMYnf1d1A. : : . DIA. T9. In M•n `r ` Q COMPACT. Y-3' -Al- s s 4 I veL DtD PLArs. - R NOTE$t D NOTES: .SAF fox T L ON S AITsPP*czFIED 1 MADE OF 22 - U IB AL, J I, ALL WORK SMALL BL DON• 1h ALCfRDAhCt VZ+'i GtMRY .• PROJZP9 • L.F. .71 ]/4 ~ }6I NGT09 . SP&CIFICAfTON9 !NEST 4-1. DIA. EUI, Np.O--� •} WAS"60 ROCK W/ 2. ALL rOZMf9 O &0 SIA tD. • 1 ' � J S FABRIC ALL AROUND. t ••F a Z y 2. f04 U9t IN NON-fRAii2C ARCA! CN1.Y. - ]. TAAP f0 DO ANCHORS& O (, W E DITCH ASF'HA!_T S'yJALE A. FOR DIM. AND R&INMpRGC n, OC'•IL9 Rt FOR TO O6rA16 I'a m 1 -o•' JqN. is. ;ens 14 _ _ 4 R T NT N SW 4 RETENTION @ASIrJ �7 OUTLET TRAP _ _ �j••7 SCALEI 1/?- - 1 O" JAN. 16. .6Bf S':F>L�I 1/2•• 1 ' -O• NOV. 16. 1009 SCAL E. :id`•= 1 'ff•' Nc-V. 1S.. 3 , 7 c"Re fs SCRE11:4"= 1 ' -0" JFY.,. :5. 1680 +••.rer.Y-.ry_ _ • •�.t. -• 104.1/2• -----� 1 r ' i ' 4• I T.1 a �. 1 1 ' -10• FOUR 11090 CUB* A20N Lirmuimwm.....m.6 � ~ '��• �� I ' •�-�- OALV. ATE/L FRAME - 0.063 O ? •� I... ' t ' ALUH, WRSACO DARK BRONZE CANOPY ! •. ) .�r� • PR►GOAT, TOP ANO SOT TOM lOPT2oNAl) ' '1 •.. I ` n!...7------(20CAER ALUM. ANGLt R,IATNERI 93 S/16' GRAD! i r f kl +.otir wivir ,I • j DARK BRONZt • _ YI11 4-� I 9EE '1/.• THSCR FORM90 ANO -,I� �lp- ).••• Nf.4.11fOMENAlla�� ' tMD01Nn oNt Pz9GtI- • ' ALRYLSG FAG: • II/ -17X Ht%. rOP PLA 'E (SE! Ol1.) �H1. hti PI 11=11=11=n= - • asbactell Nlr�o. ear tcR.ettlG 1 r„- r?llyl(,yR KYNC' SEGfION' F ..� 2D GA. 9HROUG r !'f-urn=u=u-n _ - V.+ZTR l - •DUN9• :NOD MATCH 02564 N L GDtvDUST O pOYYJM PLAtt (see DET.) 1 , 1LVYt 1 oRANGt PLt%. -- -1"..----."-- ro(DRY CONTR.) So. rues 3-I/2•X7-1/2• 1 -JVZTH PLUG Ttt AN V PLUG I TO MATCH +PLAN VIEV PLAN VIeW PLAN YIIV l •DURCSR RING• ANLH/M DOLTy I 1 20 GA. IHROUD n XI/4•%11 -I/6• LG. I \� •2203 R00 PLtX. 1 I MUST COL �1 r� I •DRj4t-SHRO' 11EL1SON' I /2- 13%30' I ■ I 9O.TUe! 3•X3' V/ STAT: 1 ASTM A-S00 B aTL. I----I c0=11=11- -I-II- I` D i! I Y E - T H!1 U e�cAOR2253 - �o MATLN Lc. V. HooK I I I X1/.•x60-1/4. L.OcAL coot J ti 02267 REO PLtk. C1 REO'O.) I I I CONC. FOUNDAISON 64 ii -TWIN, WHIT! N(36'000 PSI I I LG.l2 REO'O.) '/4-I OX24'. V/6' V/03 HORZZ •116 V P1' ? ' r ' DRIVE 'I YZEI_O) 1 I ABfM A-200 HOOK. ANCHOR BOL1. RWXNF. R009 (DY CONTR.) !• -- PDL, • 12.375' 90. TU0I 1 130 5/e' D.L.1 I . DDL- NUT t 36.000SIDE L • • 1 ••••� C PAINT 9TIIL ITRUCTURI AUE SEE Nr\ Ti -psi PL'9. + II/2 XO'X4• PSS YitLOi^1....- . 9HT• C-1 ' I r ELEV. 1- ,: gill yq• • ` • DARK DRON7.t Dt/RtPOx L1�'a3DA4t PLAtt •r►LLIs - FRONT ELEVATION 9GALt, .�•� 7t -317. f -' - = - - �FSN.GR.-sat NT,4.1141.1-1 T -,-- - I 9CALt'j/6•=1 '-O• 7/6'=1 -0• ._ I I I J+GONGRETt _ TR9NCH OFF IAf DAIt AS REO'O. eY AItt O 1 i I 1 FOUNDATION Ni- ,..4.„. ►... ►}Q VZOTH PLAN VZEw GprpilSON9. 0t9ZGN 19 -i I I 1 I V/M3 NORZ2 0L VSE►- I • - - j -- I I I I s E6 VERf. • • I' •. ; "• ,.`'; II q- PNTRAGfoR. OF -- y I x -t----'- -I REINF. ROO9 t• 9JeGOPITRALfOR. 'O 7/6'• HOLt4 S/6'• �- .+�.;Y R • U►1piAtURDOC SOIL }}+++0 =1 ' I ''�RIGIO� I I I (Dv CONTR.) • _ •�� ITYP.) I -11' •. II1 ALL FOOTINGS AND GONOUST (eY I I I • e• FOR 3/4.1 FS/6. OL59 FOR - . • .r 11 �1 J >` / ANCHOR DOLTS I/2•• Mf G. ,h 11=11- 46' �: 11=11:Q=11-11-. MSM. MSCRNt6I O M -�.,• 111 SN/fALLAT10N9 FOR GONRT• ) MUST 1 DOl-T9 1••..�� X. CONCR$T1 12' _ �•,'•. : 11 AIGNAGE To et MEt•• 5 'ATE 11 I 6 I•• HOLt FOR T V-- I ;'_-'•' • - •�. GOrySfRUGttO DY SIGN LOCAL GOL,t9. -1 1 r O I 110 V. ) f� 1401-11 •', M. TYPICAL- E9GTZQ[1 •17►- - - 1- G01p ANY. 1.� FRO._ELEVAT ION e --41 - SIGN AXIS - 10 ` •�" '� lAgiliaL �t 1 !)' X 6' I+IN. 1 SIGN 25 iNTARNALLY NO SCALE ,0 SIGN AXIS '4M� } t S OG R►IALL II PDUREO AOAZNIT Ur '16TUReEO SOIL. �' TLLUMSNAtEO. GENERAL /6'X6'%6• '�� I. LpryfRAGTOR 1HAL'- 0' _ o BASIL PLAT! 1/2•X6')(6• • ;IMP�• leaf 06•11 MA!•RZAL•r POR V9Rt2GAL BENGy OR OF►'AtT4. PROVSDS IL9GTRTGAL 1 t1'___..„ �S/6'• HOLt9 FOR TOC PL#19 f '� , - 110 .41.444 lO R•111L1• M L'1.9I01MO ►OR ACTUAL �HRUIf UISNG gtUe UP1/Z• ANCHOR DOL19 1 1 ,...". H� •MIDI M1hlN)l VI R 1/26 VMA.+ 14.1 -,/Y t iT,O I I :A,. I�r. A OHO •Q •T.. 0•AI•+OLE. ANO n--sw 2•/ HO(-t FOR 110 V. r ,• i •i BASEPLATE TQP PLATE�/ ►� N• KIIN MALL N VRAOJOD YSTN • _- :VSIOSADON AND A MOOPAPAWetIRSMIo SN FRONT. •'� �_: AZGN Axz/ DETA II- DETA I:__.- ,• �i• RNAXI+ I !MR AM•N• 6A6t PLAT, T p 9CALt•I/e•=; '-0' ICAC!' 1/6••I ' -0• ; 1 4.1 114114.1.* �1.ROK• MI•VN ALSO AR".Y TO /ANSfARY FORGE r•IASNA, A, • ' AI. /MIM�VII IGRNTRALtOP S0 PURRS OM 02 VIII OF fMAU/f St-OG(/ 4--• 1/2')(6'X6• �LEYr�T I ON Y 1 /RA AA/ROVAIL PRIOR fo GON•TRUGT101'I. SASE PLATE0 1 . i1 4_ . No *cm.* s1 , I/4••I ' o' 3 PANEL B I LL90ARD ORD. STA 05.011E L.0 0c) C 4 S I DEQ 3 PANEL ORDER STATION scc�E AS SHOWN J . 1 e. 1 sea ' �s t ,i 'A 1` ,.Y. - . • . l ` cro NOT TO 6QAL< SAN. 16. 1Mlla� • BCF4L..6. PaS SHOWN JAN. 16. 1pea O , , •" . f 1 1 to ( r t 12 t t DR I NE THAA�Z� ENTER 41 ,' •r VW CRS YIOPr hL19�NA1=1RP �„c P`P•4YS 1+'R PZ/f - .'/ P1M • N �` y / N - NO. R•1µ • MICRGPHONE •� li I ti V TTV T� I \ V�Y irtowt MA� an NOT, 1.I IIIPEAKIR �S� ' . MMI f G • rAMP6R PROOF ••Z:•:3 �f ® �? Q �.J r� t I �FA/TENSA! (6 R00,0.) ••-•• q `, �,rt ? `i� ,�i�y PSI • (,T SOLUX) (1 ) fOOL Icy �p� /+�� /� ��/� ti . 4 . _ . • } I I I ZNGnriumco 'II�s RSR':. • 1 H,AO R*1 (5' 'OLU%) GA IT �� SA�� IRI 1 W IR/T ':- ) ______ - I I ,$Roar sN wAcr AGAYI,SG•P.v,c. PAc9 i+ EXIT !MY TVA ENTER F r '� ••c11 ro RVOIR P`NT,M 4, N T MLI \ Y/ J •, ,� E r I, ,Y • . 11111111111111 r - I 1'-0' 6' APMIc91k ,TANO Ss ® ® • - 1G I. i/ ' /•NSD ROCK 4' /CH.40 FOR UN VSTH ! AND L! -w; tie. 0 MAf:R{AL ArL t ►zrr 1 1 PAML 9ILL60AR0 OIN10 NF '~ :Mg? OfYLs oRo,R /rArsaNR• NOTES: S I ON FACES AR AR 04 c'' CAUT ION I CLEARANCE a' -011 -•" ,j �''^ - ` + t -t II 1 III= �1 - 6O66ALt,O FILL 7 � • ' , .•�-- OK. R2. • I . P'tp MtIAAGt/IYM(IOL BOTH 82065 " ' I ��• AID SAGr,OAOUNO INc.ryli; FSP. ORAOL 2. .-,.L AUxXL1.SAR'T SIGN FACES TO ear CONSTRUCTED OF �'•' �`..• R • E 0 f 11 /tt Nott 4. UVIX 5000 IRA91MAN CHEMICAL?. r �.1 �� ,1` i� ice' 3� i ▪ SNy�jAf. RRAf9 VMS T9 L6T•9RS ANO ,ORO#RJ . ,Hr• C-I y .p. 10• II /y 6` /` f� 0 (I rL9,Af10N• (.00,AfZRN. SP1. { I ♦• ♦'A A A A _+l L tG.r 9 1 RST, AN0 •9 P P9 I AZNT,O OUP$POx C 4) I . �+ f + 1 Pmeo9900 I CC g O t ~'� • ADSNQ PLRNMlr i1 -31 DARK IIROM7I. PLUG V9L0 - -- -- rAGtB fYP. 0 I. 3 - tRO, _ 4_,=-_-1--(4) 1•••-i JXIi' -, 2 BEPARAtt I bAGSNO). • I ANCHOR •DLT! OR. FAGt9 •.J • \ • V/ A. M00r, NUT . PA. 820E x � r _ 4 = J xT : � » NOV. I 1 S 4 r • I • 0/w (36.000 PAS ` t • 0 /4 - 1 I Ij ` YStLO) (eY KOLUX) I .063 GABZNEYUM� Z Q • 1 ' NOTE*I W 1 .__t�R1O20 CONDUIT FOR - 1111111111r1:::::::1190* AeOvt \ ziiir y O 1 110V. (SY CONT$.) FOR OSFF FACE- �' 1_I . I►I,l PQOTZN• �N•TALLATZOH• POR /SONAO, f0 19 I I MUSLOCALCOMPLY V/ AtA1E co,... EAU: f• GONRT UG T9 Y •SOFT Gp•1►ANY. AND GOOEA. I L JR,POx 1 6.• I 11 -JI 7 DARK RSA+T FAG! ORANCt REG'O. VH►N Im I t. 5.sC1PL GONIRACrOR •HALL PROVIDO L 1 DACR� OIAND V/VHS TE 910N 29 NOT IE. (.9L�TRZGAL sTLL11�� Ulr. I ��- + •GONG. FOUNOATZC � V/ MtONZ! COPY pROTEC1tG = � r • 1. IN ORAD►- �_ PS NFOPC • 66 VERT • a. R3HOA2GZNG ROOT LSFT FAGS BY GURBOO !3 T Z i I (e/ COI+rR. 1 S I DE. -• AIDTEAC YOUNG V/ ISLAND. I/4• tN K PpR�p Ar,�A 91•MO•NO • pw PS•€� AGM" FA29. = o.f1 i!�. FRONT E,�,EVAT I ON �L.EVo►T x ON l fYP. I •CAL91 I••1 '-0' SCALP' 1 ••I ' -O CONTRACTOR i I Q9NtRAL • I k C I TO FRO`ISOt 04 ALUM- PYLON COVER I. R •�, NOTE: I 2.t5' (FRONT ILIGfRSCAL FINISHED IN /1-313 II STUD-UP. DARK DRONZt \IIillif •A_•� AR REOUZRAO ,Y /ITt f I '- '.. -7I -I/2•x1 - t/2•%3/16'X11 • FitNs R. -SEE N1,4 ' C ONSISI. DE6ZON �\ I ANG1 I9 • " OHf.Z-I +. •• 'i: Rf•rOMSIDZL2TY OP AAi�F , ;/2.• I ; NOTE: I I i + 11 RuecuNTRAcroR. + �1- DETAILNot 1 S/6•• HOLES FOR 1/2-13 TORtO ANCHOR D>LT8 . CONDUS I i i IBABEAS :_•GALS �� RrOUZRtO eY x, p___ 1/6•� 1 -O• • 4 MSITe GSIGNIZON9• _ g21 •PUNCHED• 2-1/4•X.-1/le NC. DO SIGN 29 T��` ;`I� ' �� _ 114E RESPON9Z6S- I t.. { FOR RLEGTRSGAL OUTLET I L2(Y OP t1t sue 4' ip CONTRACTOR, 121• DZA.1 3 CLEARANCE SIGN (NON-ILL-UM• ) --SIGN AXIS • NOT TO BGALE JAN. 16. 100341 SIGN CAB I NET1 IrcZ -.77 ( I L_L'JMINATE�) ' P SPEAKER STAND NOT TO SCALE JAN. 16. 1oe3Ot SCFP_E AS SHOwl I SAN. 1e-. 1 963 O ? • • 7 OC • NQTEi t7 6-1/V THIS C0;4pIGURATION IS TO e,1 U!'r O 1- Q tiYF. WITH 2 PANtL BILL60APD ANO 3 P NIL ': ir DI: LBOARO OROIR STATSON9 VSTH 9PVAK1R • I,iull11,1_'J POS . N016 THAT DIMENSIONS ARE GP KEGAL. al < o ` 1 AUXZLLZARY s1ON J Ir i a w' 7'-'4 1/2' < r FOR ORZVS-fMRU © UY RTOEL TUee. 146NU BOARD -1A. W TIM 6 sOGK9T - OUREPOx 71-313 -1 J PSLL•0 DARK e•oraw. 4 r /ION AB,' • N.'9ROU1. I • ec y,y►► • I • FIN28H GRAM t 51915 E NOT9 4. • •2'• • I I I _., I I 5PlAKlK 1 j I �• DA9E A9 AIOUSRPO 1 " i11V815 , ' BY 921E CONO SIBIL-. I FADE OF CURB 1 2' -O• rm....OF SUIS RIPON/SDSLITY Y ? 1 OF BUBGONTRACT OR. 1Vt°1.1 ' -0' MIN. 4 J,_ 7'-0' MIN- 1 MENU BOARD LAYOUT � LOGO SIGN C IL_l Ur1INATI D) 11 --J�,' 'O sO Ae_3� `• or._ :5• :663 . • 0 '�►" ' www uwix I►aCMiL- g•n'�L'146 6?yi.171'(yt6.p'R�•i �iL1v6'Qytk.9a'K�� NoszTN �IJN15 _STAT - ------- _ '>✓ww- (yF9.al3 fEL��O�,KKT-�-- - 57.6[101 L.¢_ _ } (t-{'7e fstc? GENERAL 517E NOTES �• We.Ir 40L.cE t FIRE ZONE: Site is located in City Fire Zeno No. 2. For .°re lnfoneaLion PACON Biro-1141 , I +h, contact the City of Port Angeles at 206-457-0411. IN catilet 9 ZONING: Site is zoned A.C.D. (Arterial Commercial District). Restaurant use = o with a drive-thru is permitted outright. Parking requirement is calculated at 0 Q 1 space per IGO feet gross floor area. For more information contact City of r UP Nn pl Port Angeles Planning Dept. at 296-457-0411. ` f 111` FAf4ctti6l AIS ZOO A.c.D. J LANDSCAPING: !s required by the Zoning Code. For more Information contact x r b� v a,1 �\tiM1 ` City of Port Angeles Planning Debt. at 206-157-0111. 40 0 ; r A70 BUILDING CODE: City of Port Angeles uses the Uniform Building Code of 1982. do d CATCH V*4l NOT fV) I .�L1) ��(5Tq{a gfiti-Fr ?�� ' Site plan review and an environmental checklist are required as part of the 0 0 ngeles 0 �p lE•R1W •-,� i 1 building Permit process. For more information contact City of Part Ad U N BuildingDept. at 2D6-457-0411. 11t Q h t _ _ n ~ -.------------------ Tpo.g, al M _ ti _21. f12• I SANITARY information Service is available from the existing sewer system.Works 10 M a;I ppm 1 more information contact Nr. Ken Ridout. City of Dort Angeles Public Norks = _ 7, \p N16'9J0'00a6 1°A.9'I' (14a�'e'PAT) ` ` I Dept. at 206-457-0411. SMT L.Lf f#4IU 1`( ZONED A.G.V. I �n°l i Ri'f HI J -�.N gi-OF; y154 N rP7 WATER: Service is available from the existing water system. For more w information contact Nr. Ken Rfdout- City of Port Angeles Public forks Uept. 1 .4�/ .t ., o i _ ^ ,�rr^ I at 206-457-0411. n9 l C nv ` o �•" b f._t. < <} �ti STORM s JR the The city is currentlyreviewing the ments for stem drainage systems In the area and hasn't detaminM the requirements for this site. For W' ` }�` 1• 2 I more information contact Ken Ridout. Pt. Angeles Engr. Dept. at 206-457-0411. - C GAS: Service is available by on-site storm only, Gas is manufactured. For W¢ N �,�j " �� more information contact Hr. Bruce Harres,storage Propane Co. at 206-457-IU1. N Q e I6I d' 13ad - ----- ---------------- - ---... i- ¢ P - i� �•-- - ,fiD• -' �-' � `VI I POWER: Service is avallaDle from the existing purer systems• For more infor- 41 Q �ti - ,Ip F118'3fl�A9"E 159.9'1�(Wo'Qo'In.AT 'I'f' nT �i �gati�,•im5Am5 motion contact City of Port Angeles Light Co. at 206-457-0111. to V �. e� ,V?�, �_ I �� o 3f, wt.,( tiot-T elai 56'h[ Mi l � -wow TELEPHONE: Service is available from the existing phone systems. For more li Y - / -- _ 'N Q t-1° m'� ,D, IE�lM55 /• information contact Pacific Northwest Bell at 206-346-8500. Q N � W •.. .-. 10'X?D'uTfuT'f Ahf.A1111�v elfFN.5l14eY1 I / _`. lsWX0eI � HV F r SANITATION: Service is available from the City of Port Angeles Public Ibrks U W p� yJj qF.No.45c1f74 'Y I L )T ?) >" n 3p �n� ' j�D I O b I 1. ` ./k Sa L9y( Dept. For more information contact them at 206-451-0411. Z 2 UNDEBGRDUNU: The location of underground utility systems, as shorn hereon. 0 Q p t1NT)EV6t.o�p VACIJJ-[ AREA ill 8�' I are taken form the records and verified only where related appurtenances J Q t- Z 1✓i J I ��lip I 7 mlF anyconsthetructionorsubsurfacecator should be contacted prior to W ¢ O� p I III iC11I iUV -i � Al t _ t _ b 'I rtYr !p VERTICAL DATUM: City of Port Angeles III project Dench Nark is the top X 2 p f F r E �_, V` ? ------_-_ r ----------------------- --� .--------'---'--- '--" -' �j ` ,(Jrl ? � northerly bolt of the street light at the nor' corner of E. First St. � +Y+ __________..._-.__..___-_ R________________._. - .-___.-...._...-_.._` „�� ..-._____--_ ___ ,•__._ - ( 4 and N. Alder St. as shown on Boundary i Topographic Survey for SeattleFirst a_ r- National Bank by Bush, Roed 6 Hitchings, P.S., Inc., file under Job N N - I g / 78086 and dated April 17, 1978. Elevation • 139 53. Temporary Bench Narks W V U r ♦Q v a I a ;1 �ri t u'r are as noted hereon. _ -� = Z N {'- •P S` g UNVEVFIow WET AMA �r�� m� � � r HORIZONTAL DATUM: Surve filed in Volume 3 of Surveys at page 86. Pioneer ~ Y H 0 �. _- ' V a'� rv� Title Insurance Co. of 01allam County. Inc. Cis per or M-52111 - dated Z O Z V ``, `�qy iV November 29. 1984 at B:OU P.M. Bearing datum 1s per Record of Sun '-86. Z \��ILI ASSESSOR'S PARCEL NOS: 06-30-00-560114, 06.30-00-560116, 06-30-00-560125 r F Z 4 1 II --- --- ---------- -------- aP I`� AREA: Site contains 45.898 square feet or 1.054 acres. N S l Y. o i I !►"----------------------- �° N � N LEGAL DESCRIPTION �i rlll4•.0, 1 That portion of Block 132 of Thomas N. Carter's Subdivision of Suburban Lots Z d 11 and 16, Pori Angeles Townsite. according to the map Hereof rccc ded in O SAN. k'H ♦ Q.`2 olh B Volue I. of Plats, page 19• records of Clallr County, Washington and des- y �• R?a-l 'R• I a�� I �m�"' I cribed as follows: k� 1 1>< 401,E-131«• �y, M r p•NP n, ti �{" M I Front Street; at the centerline a cenectine of North Liberty Street and East r � Front Street; thence along the centarl lee of East Front Stmt!': South 71032' ; Q 10" East, 525.18 feet to the centerline of North Ennis Street; thence con- li o a�`.� I' I AF.fW.5b6Ti6'' I Y tir iming South 71032'10" East. 290.00 feet to the northeasterly production on .fe ca 1 ry O We,, 91N 9Erm•t�Al T• 1� ��-1%rA 6+ y S�.�r�.� j ' 1111 of the southeasterly line of the northwesterly 5 , 35 of Lot 4 of said Block; q, (.fL ,lu \ A. , thence along said production South l8°30'00" Nest. 35.00 feet to the south Cr e1 - dt 1 Vh ---- ---- ------- --- �, �. `-`�- �----- �� westerly margin of East Front Street and the TRUE POtoi he BEGINNING; thence kiN. (1.E.-t5ri a0'FCzJ •TaQ N'L 9a.1g ^yl R•�`--- V ,----- -- `��_ -1f7 - -----------------14. ^ \ figs D along said margin South 1l°32'10" East. 154.00 feet to the rtAnlesnorthwesterly sfudM'f bAe q _ ' 12.7ri v 6' 1 ��_-- ,�� I �/ a ,(lY H'tb margin of North Alder Street, as conveyed to the City of Port Angeles by Op ac ro --- �m Deed recorded under Auditor's Fee No. 508715; thence along said margin = `Wr yy $115 yap'fypeW �n' 10vi.86' `� South 18030'00" Nest, 39.38 feet to a point of curvature concave easterly, a U dvriRslflo- r _ _ havin a radluS of 233 feet; thence along said curve in a southerly direction Q through a central angle of 26048'39", an arc distance of 109.03 feet to a point of reverse curvature concave westerly, having a radius of 167 feet; HTV / 'lop °F�•s� �/ a 1 th nce along said cure^ in a south*,ly direction through a central angle of 0 CD 17 56'05", an arc distance of 52.27 feet U tog southeasterly lins of Lot IC (L G of sato Block; thence along said line South 18"30'00" west. 105.88 feet to O � �• 3 the northeasterly margin of East First Street; thence along said margin v `* \\ `\ l 1 -�' North 71°32'10" west, 150.00 feet to the northwesterly line of Loc 16 of i 518"3O'O0'`N 1?0.09 ¢,.R.00 `H` cis <R said Block; ;,Pince along said line North 18°30'00" East, 159.97 feet U the I r +_ exist southerly Corner of said Lot 4 acrd the agst northerly comer of the yy C"1 . r,y T� Alley vacated by Deed recorded under Auditor's Fee No. 511497; thence ailing LL fD.tAea j I a the southwesterly line of said Lot 4 North 71032'10" west, 45.00 feet to the W 94 aim '3r l / g 1 soutieas Leri line of the noriAwes terly 5 frt of said Lot 4; thence along �P \ �I said line North 18030'00" East, 139.97 feet to the TRUE POINT Of BEGINY.ING. C Icr 2cr The abgre description and this survey are based upon Pioneer Title 129. 1984 Co. of Clallam County. Inc. Commitment Mo. M-52111-T dated November 29. 1984 I co co at 8:D0 A.N. m I W THE rift a,' R+RT Aaiarea.6541raLAEI.Y Pa-vaaK sf. Vas plFeoaEv n.: 0I V Tw%%L4r TNI' slit- L� __ SURVEYOR'S CFEI TB 0 i� S aT `- o fo r �� h ' t hereby eertl[ to shaver urr Corporation and any other parties al rto may my upon tato p PD IfaI1 TN i�44'"efM�" � 41 � cart it teat San that I have wrveYtd the above property and clot all dlmmulone and data ° pp. Leal-v .boon heraoa are true and correct. I Notiq Bt4tii16 5 T7 T a 'T_1 teF+F NIr+PT. 18oPJJ - �.•'� .wv wAl� c'AtYE �dlrsa �� yr I� � .N Fe4 ,,o ¢ T144,11 -rtiw % b _ - 1ji i� ;; , gMML ,p 656L, pURDt14 `-ET�KK -IN6 ,vt� � IItarrypate/^/ b - -- ill ADOEv fAnl � 5-w_10i vv //0I �' A/O 0 r` I " T KI LJ PI I AL06R s't', -a -µ1N�1tiIs c H I c i IG1N MrA 4 lir SUaE;F � .- -t,•Fop xaemee ON 'S ITE SIGN NOTES SITE REFERENCE NOTE D f11D'fL Aft f ! ! i ' 1 ., T• , r - •� eOXIS fv "wo tszN tALa e.niR ARt _ t,. h j � 7 tIARpR KfNO LOGO ® .�ANo 1•TM • LONTRALf. � + Jti 1•'1 ,.,^ ..i l,' , ,- a ♦ - x r .•�, 4.__ 1 _ GLMM,AItCf ,TOM t'-•• i/1p1-tLLIM.) _ 1 •• COW.Awfe Cute I F ® C OROFR !M,TON - t T I _ P LTRUO&V CONCRO" t •t ',,,, _ ;1• �r ® • euRCaa KTr•:c `Oco D 1 1' rarcac rc ctARe ♦ •urAR ��,'• ` •.r.. �}' 'J � ' +'• . -) ? , I _ ® @ ORIvt-rHilu C 1 • •t -„y �, Q DIRaGTTOnAL ARROW ® ! 81ANDARO LURE rt0•TnG 1HATR YOU '•(. - `. ® 1 a• DARRI1acarte CURB s - 1 A • .. ❑ R •NaR OMLT f ” ''.�..1 Lid $ e• ro a• TRAat•IriOn •. •.. „ ;.. - .,, I ❑ C OR CV Or T cors. Ywli.�,a ,• - ONLY r37 AyAVtR X" VALR o{(■°� i 1 N Y ;,.,.yA '�.1. i ` + - f . . N ''J✓N•"F/ �` , I__1 4 r. ❑ A � y+ . . ," • � ••:j" •r -rrrt :' 4- _ WAY • AD ___.______ _ _ -______ __ _ _______ O *%CRTTuw or6T _-_ ® 1t etRauTGsa e0YALCOK NCRtfa v AGt , '1r I�Y F!$• Io •'- � DO NOT alartR ` ® t%POerD ACpatcAn YAM ' ),' �. - r ® ! CONLRrre RwMP-txT1RNAL ♦t 7 1' - I � � I � i � •'1 ® � IAf 91AGt/DYMLOL tlfN 19A•' t �1 .,} . Y - L- .. „ .."w !t Qi i - - - " , ♦ _. I 1 ^i. ® O LONLRa ft RAMP-Ir„lRNAL / .. r' 1 I . •♦ � •5' . '•�' r - •a 1 - ` - ® II HANDICAP PAI0. Nc Sf A-L 'O r r_� `Y t•8�Y .• ,' R ' ♦ '1 ! �.E OEr VL, - ❑ ? TYPICAL CUR000 PARx1MO lr ALa^ DRTCK rRASH INCL OSU1r d K - ,r, 7 r 12•�YZ'BK.llrO t .] .. 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A • • 6,.:... -041 .., Er • 9 ' ' • 410" upssittv.'0.,44 1 'NNW I . -- 'Y'\)* • ,,.. - - 4. . ir... rt.11.,4 ...P.44..i.,. . • 7 Ithoe,,____ --•-- ,., a -A arab.....,. am owe , ______ ___ _ -gm. 4.••••%*7.101M71, = • -- -: - - -------- ----- _ __ __. ---rfInf-SUBMITIED MESE FLAW ---_______----_ _____ _ -.- --- -- - miNsigimmow 1 IV .... -114:0 ..- 1NG PER.111T;017104.11-1 po Ono, . tNt: • --• -------- "1 'i A /-\ I ANI THE APPLI . D magi ,, *TA-nags . • :""-----• .............s•-•---.....,. ..-..... . gh t ---1:::...------- °aaftikliOn Mae rirt Cr CC pFRERsirTselBrt.ALEN"cmciPKAFEnYmEllutir Approval.., , - cl'" --- -..a•-•5_:_i.::::._ i . _--- - ..- --- - • .. 0 cies, , _ .__.... • ...... . .. cl , . •_ . . .. , 58 INDEX OF DRAWINGS , MATERIAL i' LIST OF . SPECIAL I- . , LEGEND t ABBREVIATIONS I CONDITIONS CC , ....,,_ ------------- --- ------------- --r ____ . r___ t Mil;!MEI Ti T I T L E igiutisomuft TITLE I. ONTE NO. 1 DATE ' NO. I DESCRIPTION -F--;.-f-4a I . t i , Egfiz-,-_-_-.7 3 PLYWOOD 0.1. -MOON WI M. 4111/0100, 11. C• 10.,1.0 '-----'--- ----- -- ---- --- --- --- • -1 I.r.I. -ACM f IC I:110 FLOOR LOC. -LOOM • CL IMAT IC ZONE 11J CIVIL ENGINEERING EQUIPMENT I cap _,L.011,0 ____. ... _ ib, .40iillig, POS. _________1 Errnrifr:il TEXTURE • ____•••••me..m.m.....6 . -- ---•-........ ... 01 -mw -- FOR SITE DWG' S. SEE SHTS. C- .1. THRU C-10 E0-1 EQUIP . LAYOUT PLAN & SCHEDULE I . - - i - 11 ENTRIES cr re e, _ 4 ill4 ; ill OWN& Olt -11(1111, • ED-2 SERV I CE COUNTER LAYOUT__& DE TSJ r" ---7---1 GYPSUM! lv II Ili k VE $T HOULE W /FRONT DOORS •. - sof solca 11.C. -1101 MM. I- -- Lai z -, STRUCTURAL '---------4-E-0---3. EXHAUST HOOD DETAILS H L---- --- --I ""PO _ -- -.•-- --. - - - 4 CENTER I.:NE S.R. Oil •IIPEOPOr1 -NO 11 OS! POWER REQUIREMENTS ;--- FINISH r.t • C4 I,:NC . , . . • T • --4F , ...e-__j_z_ WO OD . • j GAS HEAT & COOK • ;. ., 11-1 . FOUNDATION PLAN _ Cci CAZ CC.44/1 CONC111 TE 4 •14001 PE IND -Pt PISOI. ... g . ' Ir.. -------- --------- --- • H V F1 C . 1 S-2 ROOF FRAMING PLAN [. ELECTRIC HEAT & GAS COOK .3 co/oh'C.T:OM 0/Rt In .1001114611 COM r -T ----7-.-- 1 ROUGH (/) i 1 s_-:_s_or_o u N o A T I o N DETAILS I AC-1 HVAC FLOOR PLAN & SCHEDULES I I -.. .-:-.. 1 ...--__ .,:-.---., WOOD L . :01iTALIOUS 4 $ I -00s oil $0.IOC - , • i- .•* CE NE i a P S I. -Mb.* Pf II IS MN t"--- --- - -• ---0- -..._ *00f FI3AM I NG DE TAIL S - ----AC-2 • H V-A-C R 0 0 F-P----L A--N-.-&- DETAILS T---- --1 a. t,1 :0,.., 111Tie p• . -PM iSbec. vaoiii 0 NATURAL GAS ' 7 i 0 W • I _r s-s GENERAL NOTES AC-3 MISCELLANEOUS HVAC DETAILS -I . J..: ',... ,./1'7 ' METAL 'Is papiti:26 i PROPANE SAS - -t.- - - ------------7- IS lIAL• r • 1: -Ptivwlel. CLAIM 1- - - • , . At_c_._-.±. _1 ENERGY & FAN RELAY PANELS pi, :sivf .4,, , • p--- . _ M. ijOH111C ULM 41E101041 : 120/20OV WYE , .i. -N. ARCHITECTURAL -- _-__.- ------ --------------- --- - - --------- r.7-7-, GLASS 1 I (LC' kitC111C NM -Otiii1141114 III 0. •11110110111 I 20 / 2160V DELTA . .. . • „ . .... ..• -- - . _ PLUMBING 11E1 -1•1110111111 • 1-A- 1 rLooR PLAN . L -111All SW -VW 5 Ati . „ ____._ . __. BRICK L0u11. -t04111ILNI 1104. .-.11411CILROC 12. EXTERIOR --ELEN AT IONS fi- i SON I TARY& WPsTE PL ANS& R I SERS .F7Z3 WOOD SHINGLES • " ioitstev --__-_1_- -______ ,.i. -igo so sof•Ito. -Mfg( 14ielilli ,. _ BLDG. CROSS SECT . I RE STRM. ELEV. WATER & GAS PLANS & RISERS 1 III. -111111101 UNTREA TEO . . • , 11-41 gEFLECTED CEILING PLAN _ _____f g----.- -ii , I • CONCRETE . t $ 0 •Ft 001 111111 MO 111 •1110101( ONO MIL 11,100: , CLASS • C ' SHINGLES .411 4001... i . A-51 *oor PLAN & DE TAILS !, I. -1 1it HO IIICU1 grit . . CLASS • iv SHINGLES C., , . , FIRE PROTECTION . E.. CONCRETE _ -- litiL. •IlilIs I LOOR . O. -AMR . --------- 11 __ . . _ __.1 i.0.0. :WI IF sliSOCII 1 I A•"'6-47-ti" P I C 14 L WALL SECTIONS . r b BLOCK r . p- 7! GREENHOUSE WALL SECTIONS FP-1 EXHAUST HOODS F IRE PROT . SYS. 1 - - -- 1.o.s. -FA" OF ::•t,C 'is OKLA GLAZING i tvrtpr GRetwousa 1 . I I. -fiGaa Sipa viat viatica' .--_ .._• ......•- (f) I 111111 A- 11 0 IT & BEV . CENTER WALL SECTS. i . 1:.--4 CGrIPACTED 1 TS. -FOOT INC WEST -RiST:141 1 / N " FLOAT CLASS A- 9 I SCELLANEOUS BLDG. DETAILS 1 Ervii12..., EARTH r 1 a oil Trey 110F .--- I INSULATED SLASH • WI __I__ Ca•i -Cat rail:E0 4 - -- -- • iR-101 00ORS & FINISH SCHEDULES 1 1 ------. cc CE Meat CINTRACIN4 I-. 11111 . 1 tn .. __--- ; GRANULAR coo a -CAL•OsI HI 01111t i C 0111 C.0111 1 . IP-11 SEATING PLAN • . ELECTRICAL • 1 LP-Ir _a...401 F I L L COO- COO•irJ 11) eD1)0 1-- _ • • • r T __ _ -........-1 Cyr .C,PS.1 . . . I* latti NIIII(.11 • . r- . • Eljn ELECTRIC LIGHTING PLAN i - . 01.0. . _ ___ ---.-....11........ ....-1 .11.111 BATT il 1 , 114.s la ILA . • E-2 ELECTRIC POWER PLAN I • • 7.1 INSULATION um/ m001:0070L I • 11.0 IIf II1C . ad _ . • di •illCi! • , : . I ; 1 E-3 ELECTRICAL R / SERS & WIRING DIA. 1 1 BUILDING COOE : IslitC-- .kalal___._..... .. ..._ . to .. --Ito' emti I 03 1, 0 . cp. -wart JOTta H f • . , ., rx..3c1C...•41 RIGID c _ . --1 pd..,•:,..,;; •.. I N S U L A T I 0 N . OCCUPANCY I ____ 1 1.0 -Iri1101 Dt51:6 CLASSIFICATION : k .._5. .. 4 MI 11111111M11111M _ . MSc INIU:al iCk Cie TYPE OF . ' • 1 Will1111 I t A. A • CO41TRUCTION ., ,7 Isi v 1 • , • • _. „....,. . • . ---- -. 4.11.111 ".".....---"'"....."'. • . S .•- _r_.--4__ _ s,.,) - .. --e_ -- .• . . _ .1 rn '�' WP�U� V•1�P-K/S DI�1� �� b I �; •-JI a SD 7w rwne . ardY sANgq�p Mv1r� I 41sl� .m�aN � vi- 4D.wrt,.neoe 2 I ja ' All ruNal• and rorWnsnl a"ll " secordsnea r1N tM u t� O01LC Dih Iasuararnt. of the last Stas of Ttions for road And Arid,wool n9ton, tG I pwl 1+ unsportation standard s}acaflcae s `•www construetaen and s` >n+l Public sped stAndArdo. Yj ��t� yyll tlE _ as !RAIL/Mt YLOTWI.• '-' Inspection of the store drain cyst. at , tall" for "for• the drain syatas In "eafilled. Catch "sins shall " Type I with w-]A fret and grain unlet yotherrise noted. am ape. 6 ,otic" utilities Are s"rn in Nur sODrorirts location. �r The contractor shall naw tlnr utilities wrlftW on Ns ground i� 1I�p-m.s.(` S 9 is prior to any construction. 1rJ2 T"'" C �' Irl I f�,afa�A o r Dnsits erc ion control routes shill " the nspoas Ability we / //��f-t-os-�I f�llM,®f♦A of the rrr,•.ro.at year h :v y,t t,,aJ b neva"' RI ` A // � Z �•��. Nt.''y`Op1g *,�O' / ,01RMR a.IDe a Tf�nrW (,All per...nt rrtinp• •"II conforw to the requerolnnof _� 1.0' thea al.IIL� irwents e ZZZ ��..//�� the w-o-T.C.D. rAndki Ne Poll s,yydt., o the r favenent wortana C se Z. �' •1EsYK'- It ' whin nwly senstruetoo pawing rets esistin9 paving: overly A o �. �1 eed fast". near p"nowmat to prwids • tooth tnnutlon fro• to an _�; d,•,� @ 12�twf 'Z• P srlatn to vt o !sur a -_----�-_ - --- fr t�.C.-�.K.46 Y LFA• , S proposed Y M. Apply tack coat t e DroDer 4 Tu,•s" :Q sio2X lwndlnq. 49 " � �/ \Is �w� E. fM PPt e,,lp. k .Pt fiPaled flva 1 I• aeV i CV ELEVATION IOM -•12121 • r t t-'Eoo� P /`r �� 1 1 a 1vP c r •r 5 1 1 p. f 1 v I sT9Mlr` ;PMT n1N 4 f4@I /L _ __ p �O.9o'oW6 1T0.0�� /�\ l a —/ I II a Y I e :0,fr n L 11 IIauna air ul Px1L. �! „ i ttao II d .�=19]- ., A a c ,- ,urA�steer ON RD. rww TYPE 1' O LT 4 a mt'IQ1 MIN � Q •vfw.r IT,lA'DOf11 as sermn. TP06. �'IB"RO'Ct7'V� _ II I TYPE II ST'CfiM RESTRICTJR MANHOLE tri G ,.ml ,' 71 .PI11L I,.. _ � Ipi »or � � it Ile, laR SMNR)'N11N V-AOC* tai T.W. eA{�T sm• clvd•pLfaeoens. j�IILU (RD P I.E. dllm w•1 \I u go M5 � W it"Is'll 1nlw 04 lot t'Ra I.E.'Tl.OD Oil �,/ /'R!I.¢• fA^-iy"+, II�II.I?'/S ��I+('T �I W t _� i� STANDARD RDADWXf -GW21 ,1 ti.at - Fi 7 .40 V!Y. i { '1 d :.r f'" � — ��.t . . .... :::.':i•• �` •. � 1ee . 0 e ; X Y56 .- = H 4\.tgl•rw - 'J 2s T��...� gLKpyr[,►fill ` R'D 06P1H Y+1EA.M' P PAN u.h�p},t _ it J � J b f - 1 �77 - =fi — - - - �`- - ' - —_ _ _ /?U'O% 2-'iY+F llzr� 9't I t +h t T z Q vi cum,,mrr I .` 10tt �to a6 Cr z 41 { 1 1 1 1 i eoi 1 _ e0 L 3 WW - - - — - - — _ — _ _ - — - rA- �, w 9 - . — - V t II �V a J - -- p .q • �al.l�b, `. -1' — -- -- _-- •� _ -- dt�- C-4A , Sim — —'MW 4100 4.5!1 5t0� i • i1 Ntt FI/tIIICMIt ^ 0 AREA LEJ LtS �c 41.i ([ © `' 7 [°/IIII/IN .` Pia fw 14CP1 M] EEE /'-6• P.F.F. 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INNLINC^A o mi. 1P05F ICK, Nt 11-It O O / ♦ 11 + O CEIIIN'PWp Y4Ll fIl' LICK, I I EiRCEOCI i1CNT1NC CAFE 11CNT FIXTURE SCNERINEI O Ix (till P- 10 0► ► I C L �' LIGHT FIXTURE SCHEDULE I • LA•Inlu ate. o v r--- -* =0 W (0) II/t . ME IN+IC:UIEO Comes: N0. IPMi IfNNCC ► ► -- ► --- �'S� `/ LCA __01 em (1 COL'JNIIo 5111-C-SS-Nt 2-f 11 110 c c I. �L�1 . C.C. 11 ►1Or10F o0*uTINt fox. A• S - 0 A LITNJsIP lCY240-P@ i i REE OEI11L SN1.0-4 O 30'1.1.1 U [11' 1 iR [ [ NIS0U19 _ LL � �• Pillft ' 10 2102341 "Oil) T�A�L C T • (� CCW.siI fi-140-04 1•IU 1/1 VAL010f LI°N1INC - © O 1 111/0410 Ft-N01l-120 Z TEEN C-144-11d Iff ttl.ma $111-0-52-244 1-F40 On Klyc"(1. O � V it,` P�22 N 0 UTrM[11 ttI-440-Pit RMTIC NITLIC L11811P-12) vilLC1 T1 419250DRT 6T0PA69 Z `E�Lo CRLIMIP 171x-[t-37 "1.441 Y/s TIT 11 CERINS TYPE 1 LIT toStt-t440-A 11 1 1.1.3 4-8. 11 W � OILIM TI/P lN2s12 yy IO MfI FLOAT"IS - •1� ••tlM 2114 ! (�) Y-CP.F.1. ¢ mx [ U1nM1U f!N-FFP qt 1,4/0 1/1 �IIIAIEf P01.141 FIS.oamp111ffTED TII1 N.L. TUG — 41t 0 5 7 1Y ME4 A 17 It 011YE-IONU T ELECTRIC LIGHTING. PLAN t1u � . tLNL 1/1'•I'-0• - (lDOOI IGNT{ 011[1 1641104 6 •14'-1' Olt[:I IONOI SICK. t1TwLILA "So/NEI, 1.141-" 11ICCLIIE/1' Nit[ A.F.f. K . 4 1M11C UTAH)I JIPP IIS E -so M 11IN.L.O. © Ii'•0' +— ---p'.S• •--- v �• . CE •0141 so PANEL "A" 141 1/1109. 121 t _- -.- -.-_-- --- ,� Q Nltt1 4101-11[01 P" A•is NERC/ -11.4 TOLINCE. 12412" V f oil t1 07 CItNN PIIMIIC LENS CT VOL T i - N N • O / w 0 NSltlf 1-0►-TF1 N/ IONIC WISH CII LORD M 0 ---OR O H O IS L O N D / Ont-t11E EXCITE 1100-" 2-ITT$ m WILL *unit/ (1111 MN 00011 +N 110 °1 5N 101 fit 011I0C I4,11°4fi - __ - r OLID 01A ELI-H1141 - 44 0 f s 114100 loop I r - - - pNMNT OE-NLL 1 Sl/iV I I I I SMFII_LICNIt "it-till NL-1 5.01553.120 010 NLL ""TEOs, t0 _ 21 11 C111.109 Foot 111MET :IGNT tT31 a ----'i - . RElF CMIAIREI 1 p00 _ 1 -� 1 LITMI4 ELY-t i , n to7 120 '!0 4ELANOUiE 114441/ 41-115-201! _ I -�� • I IWCS 11 CN11 • - � 4 N01L lU1L-LITE ut.-0539 p[U-TIC iE*u1( HOLES IENN _ IttM SICI a I/ I Its ifREw tld o � 1• WWI M t POLL 11tH 0404111 L1CNI :INNIONI 1a 2 11iYMIA ELI-"two 1I PLAT( L NNN1 r 10 I _ we 201 SLAVING NEO '.y:> b)3 10 IE Yf1iF1[C IN riflJ OtrM•f 11-7! •NS ---- s4r 0/1.110Et STATION t 20 9.00° 20 KIICNN NSP I `t i KEEPS CM-T 1NLI /1Y-N.f.f.-IIT fLML14T{ INECL AGNS ,P ,4D 1 - rate 1 I . � ;' .4 1//10TECIIrt VII" t LI/NON71 NINI-NITEI 141011[1 tltMli a ',10 70 1 T I_ 201 [I)Call NMP NYN(LL A1C-sC107-its D 5 - - - -- -- - - Point 11aH a „0 20 I- 1+++ 70 IOit[il/Lf-1 Ia P. 1111[) I • ►MMfT IICNT11t TI IH tUMIIEC All IOfIMI[0 1! PMN)ft ala Pit• AS Pill Of INE IONW1 RICH t Wit. ;113014.4 SLIc.001119. it C3010IMiE LENCIN IMIN1 Sia •4 �,17 'I+ - _ _ !i LLt.11trll - t OF /OK too FLICT."trltpfMry 1/1190 Nt. ELSC.CMTO. To 10 pill 6 P11VIN FIs* t I A-tl � CONNECTIONS TO 0:017 FII/UWES --- SAO --� U FLIM ANIS w 2 ST[ !1 I pt, f[tW1IV UCMH -- Lin Sia •• t+ Iii }11 0/f.wlOPrtE tlto - G i "ti[i • -•�--- ` _ ` �f� [n.tPll1 aMil 44 t+ 1 T Pi IIXL1V11C01taS 1 Vl ° -� > W = 2111[ C i _ w I IPM --� --- -ll'+' •- -- • PARAPET LIGHT FIXTURE PLAN /A 1 NOT [ t : Mht01M I . ----1• IONO v' t N•. IK'A1/i YI 1114 TO k ENEMY MVIRt. • ri t - of 0 T 0 T A L : WREN 91 N [49.1 NOTES: . ' S. NLL FI[tr1E1 /0 IE FN SIN "LESS 1"Imst Nip 0 NO 1 r CIVIL min 11/T scmimf M IWJ 1. I. CMIout P PMII ata W WLAnt FICOK SIIINIPIt J. CII 11NW SJ 114 PILULA Bt OE T Ro• S2• FIt27, ��LrF1ii 0111 410 101E to i flank ITN FM 411 CNPNp EO k 11TH Ilu 02 ,ttU4 /011141110 N"i 410 It" IIF[ Ny r lEl0f1 WISE. 1-41 CY/141-1 UY C11MII tttw Nf h iN1II1Ml Nn1oENf1i/ IIIC01 vi.tltE [ IEEEAYYYt101 Ft711i � r ` WliilMlEt.l3al CI"CFTC. N. M (tFOaICAL CWMt1N to HIRE( TREE" CpWlis INH FY RtN PML. 'CUYlPNt1•Sl'-,Cb 22 {OLID N $400 / 041 ILMFI. Ott st1EMlic "Min/ 11165.1 1. lut-4. !. OKI sot IIIA St0Nit IIt. NCN T1EA[ II 1( r v - root Art CINNNI( 1131 It. ►Ilrt" 1191E 0 C I I N FM Cf 111114 M. WriNrSS�� 1- sit SSE( 0N1161 FN LIaV VILE 1PS11.I0 NIAILI. W F NLLAsil 101 YORK SCINI fill*({ UK( N TWFI•/• , fill vision "VIA FACTOR M SIS. /AtWif FN toff 11 11 list tok` MIN 601. FN WNL f. 1f.F01 - - _ tilt 1.(.1. IwN-N♦ FN 1111 A. I11E t tIM{ i1 1F N/$. E- 1 �'� . . , F• IRE PROTECTION DETAILS FOR HOODS ; ' • ANSUL R-102 I LIQUID CHEMICAL I SYSTEM U. L. LISTED • EX 3470 s, k I 1/ UWE; CNEAICOL MUM. 1 t j t '•' I • ('T- -1 u-�tSEE WON Mt 1111.1 ; j 1, , '' I11 .1 r 4.• tai • ` IT +I I UEIICTOR SMUT I' SOOS• { �`+M L ♦ice I x'i,,,y,r�� I L t , •, FUETIIF Oil Ci01E ►,r-317t , < AP "i L I' ' SW Eyal1.F;9rICE� sr +sc00 �J�--- -1----- . _• kb ill NOTES• NAIJFNCrUM[I' I :Nst llfJ a t-- N I r Il 11 ` r ' t_ • L1111jp-MOM tON1A6C101. I \� 1 �� 1 rr 2 It 4 1 • ••• r �� d 1 CLC. 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II I - ` f H 1 i I `: 11 4� 111 •I !I ' a • j i �� ' �� 111 l� �' i ;, '1' , 1 • itl oi W A ��7 L o F r • I , u 1�1 1 I1 _- --- _ - ' r a co l • FRYER HOOD ISOMETRIC TYPICAL LIQUID HEMIC •L SYSTEM • CO 1 • r;l Ti SM.( SOWI'•1 1' �/' CO I BREAKFAST HOOD SIMILAR ! / • . � / FP - 1 TOP aLRVAT1.1N9 LAST fRON MAMHOL9 FRAIL AND LOVER' 6•x6• CONC. I%* �- pROP{RfY ORTV! IT&Lt -- - - aYi U.S. FOUNORI MO. 310 (OR LAP V/T 04 BANS CONT. (r' LT11 • (a{E -ITE PLAN t RlFCF r0 THIS sauAL). TOP TO Be TMPRINfOO L FOR DIM., EEPROVED L I GHT L I GHT I !JG I Pipe Cr^ - TNRt Aotc Po1nr SANITARY OR STORM SWW99 FOR Type S/!• 9futto /INsaN HSDGa cAsi IRLN of SERVICE. PAINT !lNcf1O( OPT. CURB OR AS ''P 1!' TALL -_-_ \ MANUS TI�RERS M.M. FRANC PAVItENf FLUSH L+ VSfN Td OF RIM. Z S ON PLANS ----- $PAULD I NO ORDER NUMBERS 'DTA. cALv. !• COUC. BLOCK WALL DOL OURM9. LING CONSTRUCT VERT. fit •11 15KC POLE) q. f- I COLUMNS YO' O.C. V/ y �� yyCt 11 IDKC 400-HPS-FG/41063-046-TEA- I el R*INF. A! P{R IEC ! N BARS. L „ _ \. /^`\ �) 15 2DKC400-HPS FG/41063-546-FEA-2-q0 : - `' SYpP'-IrR' f YOE •MAXI h (\----- 1 L� I PAVEMCNT 9URFACI . UM(S OR CAPNOTE s no ! RSO-0. y I •� ALCOVED v / ---� ) 6 25KC400-HPS-FG/41063-S46-FEA-2-0 r !� SLOPC zll - ' VMsh WALL OOsa NOT . tF .6400-NPS-FG/41063-546-FEA-3-40 > ;' r r%C{!0 4' ih w:IGNT. I ]1 4DKL400-HP9-FC/41063-S46-FEA-4-q0 " - .r' •';. OUrLtf - STORM �oys0t WatP NOL!! 1 PI 3• PIM DARK L L ; MwSR OM•T. AM-10' O.C. i •• "r. (4• P.V.C. -0 )'1(AOE 1( Y Is CHIP! ON BLACK 19 2DKL400-HP5-FC/41063-546-FEA-2- 160 lo•ozA. S(eP DRAIN J 8y iX POLUfH{LONL O �_ OR AS SPSCTFIeD 6• CONCRa Tt CURB LIGHTING " INLeT - STORM l9fORM C.F. O 3/4- PIPs) S{VCR ONLY w • . .F. d 3/1• COPACrlO - _ RAT. NCT6.♦ ON PLANE. UfiLZZEO A5 VNCCL9fa SYSTEMS n� LOMCRC Tt FOOTIN4 - VASOAO ROCK 1 HUBBELL w.ews►/ WITH DER V ^ ::..: INVCRT - SAN. t 9R(p /ILL /� 0 ORDER NUMBERS SO~ ONLY s FSLTOM _ ..y,... . , NUMBERS COMPACf1D FILL �> MA SERIAL ALL (24' POLE] (26' POLE) 4• A. StCOHOARI PMIR 'L. '- AROIRIO AS PER 10•x16• GOhL. 1 (SAN. 9CWt.R lPtCS. (ar01CM ►OOTINC Y/! t5 4. L- FF09f FROTtCflO ONLY) ••: •:..::Ti SLWSR ONLY). •ARS CONT. • f r w't... A� Rt OUZRCD. I 9 14 DK-24- 1 14 DKH-c7q.010-2i- 120 " 15 DK-24-3 15 DKH-L7q-011 -25- 120 TYPICAL GUARD POST 9La`!11/.•PCP. 1z•- CLSARAHCE /r TYP. CURBED PARK NG STALL QHCORAT I L MASONRY WALL n \ t3i 16 6K-24-4 16 DKH-r_ -012-25- 120 SCALE: 3. 9"= 1 -o JPN. Is. 1983 24 MANHOLE CPtZECAST )scw. OR BTOR 7 i •CALEI 3/IS"-1 ' -O• -)FIN. 18. 1083 2 •GALE• 3/4".1 ' -O' JfWJ. 16• 1883 11 DK-24-4 17 SCPLEt 3/B"= 1 ' -G" .JPTJ. 16. 1DP3 = t DKH-L74-013-25- 120 16 DK-24-6 16 DKH-C7q-014-25- 120 +-- !' - �" DK-24-2 t' - GRATE ELEV. •:! MAMNOLa IRAN AND LTO •1 •O. CONI. PAO. 4• 1 19 11 DKH-G74-01 q-2S- 120 V) 48AV W/1 REFEF9 f0 03- NSNAN F011NO1('f CO. MIS` Y/LN M. Al., O ( 1•' POLE7 THS9 POINT, SERIES R-I.7S-F(t+•DIA.) TOTN ANCHOR pp,fS• A. OALW. TOP RAIL PART LO. ( 10' POLE) P • Z pVM'f. �� A 2-I/T•x6•%.04p . 14 DK 16-I GRATING- 1 T SURFACS + , N 14 DKH-G7q-OI O- 16- 1 20 C • N0.4 DAF$ A MAX N POP TRA M. SNAP 15 DK-16.3 15 5KH-L7q-01 I - 16- 120 12• O.C. EACH • LMP vsLD Sn---777 16 DKH-L7q-012- I D- 120 <` HORTZ~AL. TNVpPf AS !MOWN ON ROCKALLAlT _ -- 3/4•X3/4•X.peop. 3-B It OK-16.4 f VAN VERT, t LR. RLACW. 91ZC / PICK{TS PART A• ( 11 DK-16-S 17 DKH-Liq-013- 1 6- 120 • PLANS. / z4• ow eITIJMA9l ZC- ♦♦I . y 11 DK-I6-6 11 DKH-G7q-014- IB- 120 SCALER I ); N LeOM ( t SIZE Aa 9" • 11 DK-16-2 11 DKH-c7q-Olq- IB- 120 C 0• DIA. V pa.Ll ON n 4 MO[ DCAST r SUMP ORASry. W0" FOR P05iD•PXRT Y SPACSO. �QEa ITT '/"•- c < +uuuw�fffF.iTT No. +-B r o.c. MA%. NUMBERS ORDER NUMBERS 6 . s• Flaw. :/' eho r�AT* BOTTOM RAIL PART No. 9-5 ! • / - 1.000 P.O.S. EXPANDING CLNNf ' • - • •' • _ ( 18' POLE ) (23' POLE) NOTESo -+• - "�' 04401 14 I . 9TO91 ORAf1NO SRVZNC fift 4.,ORATZNC TO as Fast d WSLOSO ALTtRNATs PORPORAfSO CW �- MFR-0. DYI ALUM. TUB{ RAILINGS. INC. r�r IDKC-4OOHPS-23-X- I WV- DOCKING (OR SOUA6) WARP TO ALLOW SEAfINC ENO cOfR4rCf1vON 430 ww OtRA !f• \, ALL FLOW ARROWS TO 60 REVERN ARROWS I 80005 STRAIGHT BAR! L-1/2•X3-%3/*• ON PLAN BURIACe. PLATS VARia! - s•! atADZNG pL N i•1- SAN GAaRIEL• LA. 911YS NMZO YELLOW RSFL►Cflv,' FOR OPPOS110 IS 2DKC-400HP9-3-3-X-2/q0 1({Cf. ftefULONE BARS PTP* TO at LW OR �L _ (� 0 fRMFZC PAINT AS DZR{CTSON d 80006 1 -1/2•%3/16•• RLP.. !TZ{ A/ ,:aYl .::✓ •\r )3-( - LeNGfN s SLOP! At speGSfztD JM PLA14J. ► 0 DINNSTONS A50ve. V. ]6 JDKC-400HP$-23-X-Z/O !, FRA,* 3'X3'%3/V ale" ANCLS. SPSCII•ZEO aH PLAnl. B°403 1 SDKL-400HP9-23-X-3/q0 3. PROVIDA A C•F. 3.44 WAOMSD S. C.6. ZhV/Rfs R*F*R FTLfsR MA'{RZAL ALL AROUND FZNTaN TO De 7610. SP.onZ{ ANao22sD. 00004 ROCK SUMP WHOP C.O. V/FILT/R f0 FLOW LINSd PIPE. Aa Pam spoczFZCATIONS. - OP T TR ARROWS 11 66KC-400HP9-23-X-4/q0 MAT'LALL AROUND As PER Specs. ui 20 6QgO2 11 4DKC-40oHP9-23-X-2/160 CATCH BASIN r[� HANDRAIL DETAIL •oALu •/•^• 1 -o• JAN. 16. :583 NO rEsl 32 . . •CALEB/•"•1 ' -O" .)PN. 1a. 1083 2J - SCP-EI l "• 1 • -O" JPN. 16. 1083 Q 1. PORFORATEC ALUM. PIPE SMALL as AS POR KAZNR NO UM8pVAR40 •!' .p. -PZN.GR. MAX. 9LOPP-3: i KA rC.O. ►RA11 AND GRwfe e3- Nt►MAN ALUM. SfOe. ANO SPSCS- %/1 O A.6 We VSTMTN� / HEATF'1 ORDER NUMBERS d,QT�j • I FOIA+ORY Lo.. NO. R-3344•A 16•x!6• L. PEMORAff OMS ro e* s/l e• osA. wwct0 AvvROX. O 6' -O• S' d "PAN TOP/04 PIPs f0 N CW 100 sOUAL) VITM 3/4. OIA. 046V. 1 -1/6. O.L. PARALL*L TO THS CORRUGATIONS Th 2• M I ARRQt R-+AIMR (23' POLE) on RCP. NOUfRAL AXIS BOTH 910{0. CRAM IF COC . �lTRAfh6R ANCHOR BOLTS. DY LOCAL COD{. TRASH tryCL. DVI MOP IZ✓TWR MATtRIAL ALL OTZO AS pp po I CRAft *L. RE/IRS LONE. SEAS DYI NSENAH �4 �'Ae NORZ2. AROUhO As PIR Sp•LS. 9-NAL9-46-DKF-400NP3-LL-3-3- 120 Y{CIIT9D 6-1/2•x-7-�t�-1 TO fHTe POINT T _i ITNISN6D FOUNDR•/ CO 1 . O/C C ON PLANS. l fTp.) --•-�f .' _,.i • �. ... .., ,.i....�,,n • CRAOL (OR tO Z ' •CLR. 3/4• WASHEO RCCK 15 TL-NAL9-46-DKI-400HP9-LC-23-120 I BRICK Lava6ZHG sell LT• +• �] �AR! V9Rf, ; 5ACKF TLL ALONG 16 P-HAL9.46-46 -400HP9-LC-2J- 120 N COURS sp EWWW t i 9N T. LT1 Q 0/G shTSRE LaMOTH �' 11 Jf iS f'CM. J �CO►PAC TSD N "K. .'r" 4• PVC Wasp N BAR• VERT. •16• O/C 11 E-NAL9-46-DKF-400HP$-LL-2J- 120 3• • _ 4•X4• NO. 4/I HOLDS a 10' 0/C V J 11 G-NAL9-46-DKF-400NP9-LC-23- 120 „ANS '""X' N FIC- +'K A:rK „;r1 .-• {. BAR• HORZZ. • I:• • K.r ITNTSMD ORAOs ' 40/G/ CONT. T. 6• IfYP.) 'I• A�• N x ,/ 11 HAL9.46-14A(.9 -46 -LL-23- 120 / ` to _ r. w •DS' Nf,4. INT.D.I MV. � \ 1 .( -• COMPAC ryD IILL -I/L• ��JJJ N0.1 BARS AT q' C.Z.P. f 06 SAM@ • 1 ' O/ 1 C Is- POLI) C• Z �4• 0.C. #A. WAY 1 0- rLaOW p !•I(4• KOi WAV CONE. lip. - -3 V/+ SXfRA BARS VJ > PROPtRTY� 9-NAL9-46-DKF-400MP9-LC- 16- 120 -rZ AT SUMP HOLO• f• BALLAST - NLu LfIM �N 10• -04 BARS • •• OAC TL-NAL9-46-DKF-400HP5-LL- IB- 120 ROCK - -- r I YLLR. V lo• GIA. NO" SNV{M kTo \ I .i••_. ,... ` 1 P-NAL9-46•DKi-4oOHP$-LL- 16- 120 - J` : W` '` FOR SUMP fILryA NA♦{RTAL - IN�GRGEP„TOR ilM, v,3•�00 \' • I • . I -1/L• 11 E-NAL9-16-DKF-400HP5-LL- I B- 120 L 4�.0• �'31 1` 3' -6• _ is piR�no t2•�1ARi{9 12• ' 0I �6 DAN INC. \\\III _ y 11 G-HAL9-46-OKF-400HP5-LC- 16- 120 Y%,FL••4•' T �f! R•�p••TP•� COMPACT" FT 9P/LZFTCA r10Na. _ 4• C.S.P. RUfN2NC VAfM/C1MSNf • VIRGIN SOIL OF ! KL M �_ TRAP V/2• 'lent• MTZO. I 6• LOwACT90 BMs 1' T-HAL9-46-611.F-400HP5-LC- IB- 120 4 L.P. d 3/4• VMHtD ROCK SUMP - -� '-Y VZfW FT'-Ttft MAT*RTAL ALL AROUND !. OXP. ,,}}T1. a 10' UMOIR FOOTING. A5 FOR SPSCS. Z t MAX. LON•f, Jfa. S o' r41x. CROUSE' HINDS SECTION "A-A ' p� u _� snf. c-1 LOhC*RMTNG PIN. GRADE. ORDER NUMBERS 71 RKTAINING W P A) CATCH BASIN ( AL.TERNATE ) �c _ _ (25' POLE) SOAKAGE PIT TRASH ENCLOSURE pRAIN a is is _j h EO/ILEI 1/1••1 ' -O• • >qN, 16. SCPLEI 3/8" - ' O" ll-iN. 15. 3083 L SCFILE13/8".1 ' -J" NOV. 1•. IS" SCALE: Sia" = : -O- JFW'. 16. 1803 JJ = t 4! 11 K2S/40/ X/SI ! NO. 4 BARS fw CONT• 15 K2S/40/2X/S2 3/14• MoMfNAL ANNULAR SPACe O141ZMG - R444V0► NAVY GRATO ;A IIN.OR. j6 K2S/40/2X/53 ORATs sLEVAffOH! A 14• OAf V/4FL4AATTACR�O BV~ NOONANRFOUNDRYN COMPANY6Vt _ AC! d BuzLOZIM. u. t0 Z D ��p see MT. '- • 1• d CLEAN TOP aOZL 17 RS►eR TO TNZR POINT W*MADS MANu►ALf4l(fNG LO. NO. R-2S+S. • z LZNtD VITM IZLftF fADRSC w �+ A. K2S/40/3X/S4 -0'� PA A5 P►F SatC9. Z w C d (�j DTM•M• DTM'B• C• MIN: - �� 40'9 .. Q FINISH GRAD! 9Ct • flLfeR MAf6RTAL ALL ]1 K25/40/4X/55 IVM'T � I 9M6tr L-� . AN05LAP9 ARCA � Ot 3- -a L'-O• 1 1, AROUND AS SPECIII V 19 OURVAG6 K 'r, - ` m '6 1 •• 2 /• \ K2S/40/2X/56 J` 3` J '•rr. ......: J` J` J` r t •GONG. SLAB !FLUSH V/ VNPNOLt SNVSRT) Q i 3/4• VMWD ROCK r26' POLE? e ' t 'e aT• e ^F. ' < ' t ' t • 3• R9A96SaCTINOf 16' V.C.P. 614C ILL ENTZRO, LENGTH 'i'r. • TNLRLA9{ 0lpM A9 Rt0'D. V "F ( A.C. PAvapf F (Vete = 11 G25/4o/ X/51 N t SNf. C-3 !> 'r GROUT IN PLACt HOLE fNV*Rf FLUSH 4-PVC Vttp 140Lt8 .i:" (( V/PAVENNf.. / • Z 1 �:� 1p' O.L. 1 C2S/40/2X/52 [[owACf*O /TLL { 2;.40 ARS VORT. AT 16 G25/40/2X/53 11 G2S/40/3X/54 O 2110.4 BARS CONT. i yJ? f �. 11 C2S/40/4X/55 ALfa,"" a rr• r.... Z N C.X.P.S . 9LFOM IfdV ORATNB < A A J" J` L•%1• KtYVIY CONT. 1N /OOTZNC (TYp) PIPE LOLAf10N Tie <'r' { L T qqq is G2S/40/2X/56 i•Ji OUTLaf " 06 M Z 2• P.v.C. WEEP NOL*/ C.- MINIMUM CTOMPAC1t0 FIM SOIL RGZLL r. PfM ry ! X6 V 4C.F. d 3/4• WAtN90 ROU (UNDeR SZDEVA 1'- ( 18' POLE) pj�i. rp V/FILEER MAfLRf AL ALL AL. PR01'CRfY L1NL (lip SM.• 6- MINIMUM GIB/4o/ X/51 .,;j.;r rn ..r;' J J 3 J AROUND AS PER fps Ll. TOP SOIL NO Sp I 1 15 G1 6/40/27(/52 r:r.: �t• I 3000 p.s.Z. CONC. '•''' r. , -Thr.. ;rr!n O C , <. <' < , <' , C , LOMPACTeO FILL COMPACT*O IILL . . rr. ,.•.r. . s J` J` J J` J J` J` AS SP{CIFItO. •» 1 . CdON!TR. V rill 0 PST T� OTID•COMG. 16 GI B/4o/2x/53 FOR A&OTfamT90h. C` C' c' c' e . < , <` OF LOV VAf 1(/CE 4MttM1T A FOR AfT0N, !t! C - - JY• � NOTES pROVTO! I - LON0. SLAB IN pLANftR9 2. RXPAI15IOH JOINTS YS' MAX.. CONST. .QTNTS 30' MAX. 17 GIB/40/3X/54 GRADING PLAN {• I!. S• 9LOPE0 AWAY FROM BLDG. V/T• P.V.C. Vtwr S • 3. NO SURCNARCt. MOLES RUNNINC THRU SOWK. AT q• O.C. (fNP- s 4. SOs MOTs A. lHT. C-1 CONCSmHZNC FIN. GRAM- ^ 11 GIB/40/4X/55 RETAINING WALL ( TYPE B ) �O Q\ 18 G 18/40/2x/56 TRENCH DR. C CAST I N PLACE ROOF DRAIN BUBBLER �Dn\ PLANTER DETAIL_ (POOR sons) 34 Z .Z (A SCPLE13/8"= 1 ' -O" JP1V. 15. 1083 LLL CCC :S. 1983 2G SCPL EI 3/4"= 1 ' -O" JQN. 15. 1083 LJ S^w-.Es 1 "_ : ' -O" JPN. 15. 1983 Y Q f- SCa._E13/4' =1 ' -O' NOV. ^�-S DAR rpp CON --- 6• MIN. FROM NOTESI -PRovzDs soLzo- N.QsAOE. w0 NO4`6 \ S. PROP. LTM! I T PR�NCHRFRAXIOVTTH! •M• 6• 2' +MRU•LURBhzhG COVER ,•F I (r N0.4 BARS AT IVO.C. •CTM VATS • FOR P066 "RIGHT See CHAR 7�` ,�/ vTM LS•'TMS L7uj 1 •XIS'CNAMFER R4•Qf^l WITH GRATED "I AO.JU/fABLa NtAO -- C.L• (+IM Z Q T. FOR LOUL LIGHTThC CONTACTS sCt COV60. MANUFACfURSO BY cPORK• , < _ PZN.GRACG MCGIONA.. CONSfRULTZON MGM. FOR O(Af! tLt VS. RtltR- NE*hAH K.MU►ACf URING \��(F, r GL6.W OUT SN6SS eJ10 1• Q = J ' 'I, ( NAMO9 AND AOOR959es NM TO fNIS POINT LOwwMY. , f1Sz110 CO.. U z (n 41 TROWEL FINISH _ t i POSOO AGGREGAft FINESHS t PAVtMLNT� \ / rOPACTOO , OR 3. BAS* f0 M L O. 50UARC OR 2' - SUMP Of J "�� --�1 "BLL AfM�A a r7• KLT-R MAD. ROUND BA lE. 1 Q 1!• ♦ t V C , e `- ALL AROUND A5 ' -_ _ t: • • •FROM�• P"1 W •YVG Wt*p V� 3` r` 3 SPtCIFItD. h - 4 CA.-1 •k44• LONG ANCHOR BOLTS ' 'e J` ROd frP• I (PM - NOL{8 Af 3,+• VAaNlO ` �- ' }`»' DRAIN (per ,/ e , 4 WITH Lt VtLSNC nuTs AS SUPPLitD r"' •e:+ t' t ;e : C, t , PROFILE SECT IOh Z (A O.O.C. ./• W` A` ROCK BACKFILL .F _ - DY LTGNTZNG MFG. C ( C -t ( e . K er < sLUOpDSS W FIM. CR MIMS La MOTH. C 4' ` J J 3` J i..r". 3 J` 3` s` J" (A I < ( < C C, e RTYpt N TRENyN FRAME • (' J LL FINISH GRAOS 9Ct NOTt 4. SNf. r - < 4445-5L B NORMA" Z LLI J PAVEMONT ` ,.P _- --_COMPACIOO FILL (,�. J` CD J` J` 3` J f!'- 3` A` 3` J` FOUNDRY L0. F RI y1 +r- y .r '' l OR 9&JAL) VA WI z Q �• A A ` r -4-110 1 ROD! VCRT• � •rrr rri1NIsHwo Z T CONC• NOTESis i� Ia FI L•► sfub DSA. {Etc T, COMOUIf FROM BL 1 :,`:. ; p 4•Z W _ sr4B-up 12• Above TOP OF FIG. r .: '. � ssoavALK G CONSTR. v/3500 Paz 26 DAY ON Oq r COMFACf{O , 2'x4• LONG. OF LOW WATER%LtM{hf RAT20. 4 a 1 3000 P.a.I. 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I I�,� 3'fR S` 1, .\ ;, J SODA z 11 FACTORI tM - awt- ___ � EJswfp• I W s/•IAIr E E1 •T • /OYRYIIE tEf S[4/- - 3 1?,Rr / n �414[a •w!3 SNiEf. W_ Rcnvl 4. - 4 -._ U)-- - - -- - 4! 42 • �•�; ` './.• 11LJ'Y.i.1. 11104 Skittle, �` 1 /' I 444F Dials JOHN a• • y , .dl l 1 .�{IDEIAIO. SEE SIIE •• 1 FLAN 101 0f1411. I.0 a. i 1 Ic[ ?.+8 %oZ 1'11 3 MACHINE I S COMA. t4 Sk41n4T K•1 + C.O. - SINK i•Y;0 l\ 31 PLUMBING FLOOR PLAN ��•, . � �c� t SANITARY a GREASY WASTE I scot 1• ,;, Q W aFP fbRrY.�c4/�eft NOTES: 4 ,. OIlN- ! N0411,1 Willi 444 10114L r WILL ROTE '.004.•14. 1It" Wfi a I ;;,• �, : 1• 10[,16[. IW COOPff 110(00151 110E RIM FIGO+' `0 •L404 .144 14 7 !T[AMLR /` ,• SOW BRITAIN, IE 1."k COG.f, CO;r , Cb 1 11;Yilll LI 1. 1 14 Ata 11..:110 of Lock '661(4 Abu CJWt'1004 SI Vowlato f0A fog. Eft, )1:47 F 4 Pit" 21 CCNIR SKl1411t illiAC• t 4100 1000 f00 [3 1 16 F':A 3641 131111[c, 7'11(11• !•�-3.- •`, 1:8 11•-E'71tf S!%t 311.0. 4 ell 3110E toff feoll 12A fottott 10 tit:" ol1FE4iEa ASO4f ITS o%'J SEE 5fbl'Aet 4:51: f 1. 010, 117101 Y. F10r10E i01/0117f LIN N1 101 CIOUL411 400 114 DISFE/SEN If Ito- ti 49k1. 14. ISiOOI� i. rIWiCE Cd44h.e1I :;Nff t114 Alt 0+115 010.E VILoo accuW/t • 16-14. 0 11lf -4• l, V, 10 'Wk CGDE 41013rI1f1IC C.O 1•- .411 I lief+. tL041 000164 AG:000 oh1 f 'C [ICH 40 ifr14V 1t. I FREEZER ' / t /' 1 Irl'/it. ,• I. 1 ..•. f r 1 9:1(OA,IE ►Cut 16il ll ll Jot hGOi 0114_ t[ SIffO Is RCC0IOMCE MOP '4 C' R0.•f)l Ol-- 001. 10GH 000( 4L 671itArrtS SINK `-4• I .T S• 0 uS•rF 1. \ I a •} 1 , •1a:•. f. tONC1VIf fN OAIh 1IN C4201011111 {!'w I3J11 rFYl 4011C11-i0to _ I (n �yA COOLER � / N• h4 beISWOW 40 001/0149 tODLS.! 11., M YtFO 01 If 1114 04:0 ;f AFFi01f6 1 0 rHfS V 4' 1 1/11!41 4 ~ I.-Yr) If / N InaOf--\ I1. f 14tt 11-101 CWOfY441( 4141 IS 81410100'10 .E FiFED 10 0RS1f I W♦� t SODA 7• 14410 11511.•11 Tom :SDE. 11(1 FL•NA11C 0I0100CIoe S0R,1 2001113% RAD I V! a \ ! - IUTHI 1 f,4• cAr 144AT! 1141. 144 Vol MoG4t All FIAf TA41i001 FACTORY /G• \ 1014uCN Id tell 14-001 j•t.: 1.11II [111 � 1 IN' / � '• 4 Alt (!awl►EI 1 ♦�- 17. fall loh I! F10r IG10 Or 114Le-IR 11111R40f1t161E4 MJ 10tU1. IT f \ / IIOE MOF.it Fl 11101: }• N. 8711 ,\ / +F• CfCIAIC44 COAIRIt'61• [ • v S1N i0A!Iw;!5t ' \ 11. 814 foW4al I01 hall foe fIACT 1000111/ of I1OO4 618101 MO ICN OI IMG CWO is Solt. F1rI10 GREASY WASTE RISER DIAGRAM N. 1144!6 fD4/c UNIT IT siovi1IE Iter W 04 nn ou141DE i 10--s- RAIN . Y RAIN WATER DRAINAGE RISER DIAGRAM 0:0 'fi WFJS INSMTREa. INPM11 t.,. /, 414[[ [1 .1 m r 4;1 :1614•[[ J1 if FU '.OUIL CGQf 114+:RE INri t. R , , lilt to '10 n - l � N P- 1 IfltMl fOjYcil(laf r. tpl l ►rl FAN RELAY PANEL E M 5 PANEL •k• R� clKasl 1.1 IS/01 alt IM (WUI Slap FM AIC IMI 01. ■ �Ia I" e0 ANO Iia Lilt. 0 I tiuvit t.2 IS Mt INE umv All $lam NO qt "it 01. Y°a _- .�+ ,� --.--_-_-_-_ "%*" ( ALJ ( ALJ m ' r11 CUcioll 7.1 vm VAT" �n■ ---------_--- •by I'd _ __ •_ _ oq[r IT 0 LiltL VO Qj j Cltlpn 4.4 IS Litt Till MJOYS) S[OSM 111 AK Yell p. 4atf•4 _--TaE9.&0 -- Altl Ill TONrN OL•Aa Qi ) CIRCUIT SA IS fM IN[ SWVLI All sg S IM A/C wit ff. M„AyA• 34"w 1T 0 rawe ate. QJ 4 tImNS {.{ SNk CIVAII P.1 IS FIR If* CEEW • &O AMO Sha[ as (� t "201 JL { 1 CINCIII1 0.1 S Faf in SY1YvAIND�ISE y~FOl 4CFOR CUnit 03. A Wit /J. ♦0 --------------- AI aT TIS 1gTta aLLAT 014,11!'2 0 r CIK10110.1 SNM c■ yon ___- _-_--___ _ V lsu[ aA © fat &It I=L FILTtt V 0 1 CIRCUIT S.IO 1&$" •Nt ZGK IWAL I SUM to A/C 'All ow i s.1/.wry _- -_---_ 1.0 b -------------- AS o;_!A[ p AIe-1 MIO AK•a LfrKLV 0 a Commit 11.11 is oat to( SOIL( Au WASO►FOR pc Mit N. OD r Q ____---- f� •----------- A/ as O la•ie 0 • ClKmll u.It WM[ �((� CIKNIT 11. It IS N IMF fAY1.1■COstIxNSM A • 7W2 � -_.TtIY•t0 IK2 kraM !r U) GJ o r •�r CIKYII 17. S IS fill 191 MIAG fntfn@ ON. !� • FIN �� (D 11 to ANO fFalLCIKYII ISIS IS fon IN WN 100IrN101TN x.san. r+ J Q/ .1 CIKYS II IS/p Ill M Nos its OF 109 FrIKILL . evil"fflfN -- -- a]f 114 rC.AN. 1f © IS F OTLAW JYVI ------------- _.--.__-_-- A,f ac,.ue /T (D 6 .a CIkYII WAD 0910 i i�ls M sow SM*-" ------------ __._-- AIa OaRAOLT%.*W% -------------- pJ9 __.-- -__-__- Ali I,Cj Aft d IS CIKYII W. IIII a UK IM Me. Rtt•pW comes Option Mllrt) N YffflalTT Jy w CIKYII W. 1 S 001 R SA WIS TO /M Sit&f ►ANL 10.6 111. - oto 411 CIRCUIT W 1 Is rM OOot xC:a1N. • 1a AMP ' A1Af[ 4r ISAIt ClKult W. 116.1.0 Ak FN TIRE r it f0 wl/Ors IN A/c 11.2.1.1 61(. I•- (ink IIAU KLAIS-u( kTAILI ftaa1/T sNIrT! ------ ---_--_-_-- A17 Rome 'N Q F•i O1-(, CYKul 1 k. S FIN ALA" IYAIAAAO b1aN ---- -- _._- Air p�� 1Nr '9 r a v'l•f. CIRCUIT W. 11 IlN IS AN /FANS. ILOOp►1Y11U ----------- ------- Aa. ac A I I„ (J f4 List alt M. 16 1S rM NM101II Collins ip11rY 1. cru. • 6660 S-YY _ - _---- ___-_____-_ A.> �S[NfOa ..• A COvIl MR-2- lO s• -'`'�•'Y'tJL� TDY4 .- -- _-TOY-t0 ,JA .I a►Al[ •iT m Nr C11Ji CIKYII W. 1 IS IM IWYMf 4,00011 Ifp rrt (Y Y/A/ NKt 11-6 Ito ZO ATV s'7 './1�� CIKYII me 1 LORA TO IT comm o, _ r • --__.f _aG,ISOa ISA C) r • 7S), CIK1111 10 4{ S AN 'A' OatE TOOT A/( NIT II elf.sp/n•YwAr{ - _ ___- _ --- ... 112_ L sa.400 -SI v •0 SMI[ `, V - -_------- _-- AZ/ - S/r!A! •. ;1 Lir L•LL CIKVII NI 6 A IML '!' YIN {Yon./( NII I7. -Tar 10 f01 Uta- f w ; L_ CIYOII 49 11 T MC M• vim /bon A/C NII p O - -fk«f0! r• (f) (IYYII W. 10► 11 AIR IN 'f• s1k IW AK Will N s.1, L, • St•b" .SA ' CIKYII M. II IN•tl. 01 4,0 Y11O - a.•w �"SC«!Ot S. F-41 (,Kull W $) ,$A-#% AltFCastKfi- . - _ -__. - ----- �T�-`JV ----- ------- - Alt faM we . r CIKVII W 14 11111,41tl -- - / � M OIC [IKYIIW IS IK-21 • Ids. (IYUII W. b t"-pi Fab /0 r .TDMw • • O has a I .r Jl G [iYYP AWIY 'o Wr A' 30&POP Make'Ecov r ApbCYY am CIALUII W 1 IS 14111 CIA7N111M Ill ktAr IAYI IN•2 JAMA IIOIS). O �, (!P StYfoa CIRCUIT W. t IS ion INN.1,.N i0 kik( IaNI INd AFT. I r4, iSIMS k 10/11,$) OlOILtA >, _ � _ .`�•. _-_ - - . ^ ._----_- � ,- CS , J OL CI+IYll W. 111 rM tonNU uO Ill YJr IaKI tK-/ to NDILp CNiq [( ,1 -1 �•-- - - hr'•_---- -- •a + .Iol Ill. k IS to 4. Ylk few A/C fl. ) v rfrJ )a CIKVII W ! 1 to 'Y Ylk i01O AIC I1. tp ars CIKYII W { IS IN 9• Will INN A/C It t Ot's CIKUII W. I IS FN •M flfl ff.A1 A(L 02. N10 IMYL[f CaYrfOl I --------�- --•---••_•-- LL, phlTA 3YOL Sol: CIRCUIT Ia. a lS $af 'r- matt FAA A/C II. ' -- _- -_ .--•.__ _ JS (IKYIIa S IS FOR *0' visa IN/l A/c 11 L,� Tar•! I IYOT•CLLLI+a14 1 MN LAO Ala - ----•- - 6 O CIKUIIW IO IS FOR *I- Tion Flaw A/C 04 fANlMe1Ltal J -- --- -_ - F(' -__--__.•.. _ L, 4,21 TWJ O L 'Ar 4 l;' J CIKYII W. It IS FEEL -Ir fIK I1M A/[ I4. NIR K•1/Aa T•rJ 6/ l (�' p AllCIKYII W. II IS IN CNNii IM r0 KUr /Ysl IN-1 (IYMYIt FAA WI A - ---Tam 30 •.0 r._rea V Li 4 i I - �- Mu ad.ra••e AK t fIK'lll W- UIS FUR !OtNCiIO1 IO NW ►WI tab-12 1[AOYSt ,Y UI •SCI a'•'1' .94 UY Ulf W. U 1! IN CaAA TINY III *Cliff owns TK-1 IOYlo Iollia) Jp aNM •(y 5ot, S I 0S)I•gl"N AIL a (IKUII IL IS IS FN Is 101A110 111NS ►AWL. r (:J r r Mr,0. .0r0 Lift 4 g"Postat'Fast•& - --•( S� rj•f --------- - el Adi Q�-- !.-9..111 CIYUIIW IO IS IN ruse.TIN 10 KW ►AK1 IN•{ 111C1O11I Ila+tll. FaT'la -- -{J !•-- -- J••I ♦�' ----_-- --- 90 rR) + t. S + �f11 OWN "*IS1K' ! a 0 --_---- _ _.. •K! •V G CIKYII W. I IS IN/Ia1KILL Ito NOTar•r - - �'t^' . •'"• lfr 2p I •!r • C) s CIKYII W 7 IS IN IMx ,USS 10 IA* NLM ►Mkt /K Is 1 Aq a 'l./ W 'A C14411 W 1.4.6.6 IS FOR I ll IAS) Slll(N(S In AIC 01.2.1.4. r'i Q CIRCUIT W F IN-IS 70 ANO T•r 4 IJ 1 /� a LIY111 NI. 0 lona 16 AN SPANS ' Fmit Full "J It (J If CIMYU KM GWO• .. .. .. -- ------- •'L. --------- - sl •ID 1 - _ ______--- 7ar1 '`) N _ _ _ _ sip O � 4 (iKYfIW IIS /N ON IES Of NOIs9lI M O1 - M • Graft +Af. fy •f �y i IKV111U. t tNU It AN YYIS JIOALL -- -------- --------_ Tam Ia hr -4 y TSr• 0--- --• N l� (✓ EO AN► Imp (� f T•-`� Ar4.OdtLt t, 1 INSlfui loss NAIL YO 4R iy ---------- .J'A �[! -_•-------- Cy IllsFANIta IFEAI -_ - -- - -_ - tarn Ci 7 V 2 ItlLtUIRE_ (JINIK Ion 5/11111: , • •* � ✓ L- _ - •faY•20 +Ori• '.) J $ 1 ISS/A.4. I'll FINE IN 06f evawsnaT Pilot i • 1 _� --• aFeb" A1C1 CA1 1 I) t '' r t0 Amp a FROM ad I V L y s 1 Ifaf Yl Irl I ini VI IM art I.lTRJ11 146 (NTiCI. s 1, .• 1 INSIYI ALL IFN all I Sv rillIR of SINS. R ARIL W4 ran �b t Lifson AN 2 :>,7 r • AIOIKO ion TN A/[ save. /AaAISi FOS. Mal-Uf AO rASS --�J � '--- `tip 'L�F -------- - { CIl ■ ffOM GO � Ia f 16111 CMI%IMS Ll"Aril Fi •] t faN al' I t i. REQUIRED N W:i Ion Ur[ AYU ISA w IAy{ fIN 4/rkfal7 [ S p1lTK AJJlwftl$M L1N COIAfj Via[ U a•4,'! At ASALOI•IYFJT S Ia511LL At LOU Lis IACA (I.Ottp) 101111% 4% $640 TaY•It .y.< ••.w.•-TW'10 f rIJM aft f.J r l'� o 64 O OL DIWIAL IM►YT ♦. YA/1 M InSIY1 I IYISW AN 1IIIEl S11I(N A( 'pM /411 1-111bon J arta" a.1. 4 J + •� <D ) owl Yl [pNNIN' Ill 1'�Av AIYI LOUI/OIISYS :0 MW 'WktOaIV 1 w ry , ur t 1• 0 11 GN-1-t{ Tab A' 61 � i 1. A----- B-1 f-( --------__ LIP !] 0 a-T a O VT a OIK Sx/WIC I P"&%(P"&%( MOMA11 CIKUII ION I • 1171 ..f ba INIW.4 hOAt walAAaltNLL M e !ay(fftaaf•!T) SS - - -- - ------ L CIV IM to I © fa 7 I. IKIY « I lmmo me iMN -Alum! as $far_ SOII I W i L--- -- TJIY•to tn♦If w Jv IN �� ,- W INSIYI Ou111OA Ila.11aUl ••. v.r SIMIi I•Ul 1 1•r•AI I! 0 'a �l/Tlf 4114, NLM CA EVAU AN VOW LIES INJCL - 10 AM ftLAT r-_-- aYo T4'tl 4r Q w r �T( J0 ^---� NfA[ .oe1fYlOa Ylll r�0_anit j.t-N4 TO Lillis. AMY .yey A. Ialt 11on 4.1 ^ OWL . Ona«w wt.w • - - r" 11 Tp a r i1 1` Wy7� 1 IOkL r. tM1 ton%( IWWkn ..Mlq ►VII O JrALL OIL Faf. f• WELL, V •- - - ^ f �� -/W " 1,i..J'1+ i �1` t JAKW$l /M M I Joel 1% LNIJA 101 IAYI (.M %LAI frit I • / Ta[ L - - 0-A .4ti 16019 n'll i 1. SAO liotaim" x11ANS.0M 1 xN.NS. GUI&AP SaskM�AO ' TW-q ..� raA-N i i f111 >F' /WIK(lt 1KOGI v TOY w--- -/tiN1C - ' - TDI, �; l 37 - - - _ I G O G G C (, C[MAIII ALL /NYS all 6 v titan(wiOlfi 11 1710 Liu lAu aNlf♦ (AOI Alf W 111 ' fyit• r : : : f ✓<'• 1 I 1 + `� S Yl KonINo situ /INAMS_ tY i - e• , i n %! n - -J ,FIR,. O O O iO O t IOYl1M WMAr 10K0M xlawl •era .v Aa [ O J O G O OSACO,&& DttALtare• • NOIf N it w 1, FAIR O O O O (] r . b ' k11A Tu S%nl M-M( 1 fM ilI11 LORI IDIS W A/c _4 rENT a•niss I npL oO • i'. . ' • i: , , • , . • s" 7 • : , D�TIII[ ,,, ', • 11 „' `r • :�� . ! � ► - _ UIu1IM►» E' 1)witr Pi�' lei. 1 , t 14r'l ,1 --1 ' j SEN O I SPLAY 1 .�, . r + } `, .. • 1:11111111"" CY11 �_�FC.LEVELINt y 8/•w1.R1Et. q► r,. ° ` �., 411 4141.611. 1 • } ' -i.;�. .h i "". {---i IN iiY-. Firi //t' Iitl E ` it'll ` _ � ---12)-R><7 /1141 I I • , 11111 I1t4111N •� '; 1 [EI] El' 1 1 :•:::,,..4,4: :•:•:•:•:•: .�•••••• _'.(1)-sig ft r^ RIO 1a0ir1i1111 —~— ' , •�• t: I , 6 1 . 1 Fi "�� 11'111• ewes f is i 1.11.4 + MJ MJ8 11� leoutcf1M r• xa ! a I AI 1I KI i NE?E1n l�1 1 •l 1 ` 0.5 •/.0 JsEC1�1E Arc eu1/ L.1�, INP CI Yi1N SELF / --- OKI INSULA11011 ` i ./11 i J T� 'Riq 11.711, Nr/ 111/ ►l1( f1FN IiC1 1181 MOM N 1.0 INC 1CREVS rO11,110 111 IMAM ROOF C0/1:11Elr CONCENTRIC } 5111E1'O.t•1144 9AI All VNI OICI OVER OUCT1.All i1AIINC RNO 01E41E1or • ► 4 �I11 /1111Elbilro, {IDES cl CUO11 flASM11t REOYIAED TNIU PARAPET 1 ',. Or I r �� l _ v2 COI ►1100. • � � • �{iA►NRABN PILL {1111 OE It CEN.COMtRACT01.• , KEY PAD _SECTION A/C UNIT • 1 „ Alll TYPICAL A/C UNIT MOUNTING0 ' 0 + [ RA_T_IN_4 INSTRUCTIONS . r�" N.1.s. (.4 1. 10 01114./1' COMM. 10101/tE1IN NH ION •1•7 git") II) ENTER SIAITIIC INJIM(l IOU ViIN TO (111111 •• Z • • 1111 •1' AMD •I• 1 IO) Hill fYNCTIOM I4 IuI •C' "-----71 "� O • 2. TI ACTIVATE CiNF'JrCfl $ (III •C') Ne [1j=3 11) E11ER F10101011F10101011 O�EI11E0. - T 1 CN11(1111110 '� IlletC NOTE : 111 OUST OJSPIAV IME DECKS /Mf TOP 1111 al• 111111411 141.10 FIN 004/ 'E• M •Fr ►�1N TO U{iic Ti1E MM' TET►OIi1 '.. ) CC ib's. FUICTION I/ ROI •C•+ R IIERYI{E (It I11TE1111111 1001 ! • y C�� NM Mr TOP UNIT TO MAST. COMCE4111CF L t • Cwt fROMT l - y I ' ' • J IECII INIYIAT'.pII -___4:____ 9 l L J u•rfla OEM i 1010 etc/ _• 2 ce t"`-1 .......•••••• __ __ r_______________, 1.. n © • __ SPECIFICATIONS 04, �'� — REIY1MIAIR-1N1� _ R. 4 1:1:11 (?:C1,) 111{ ID• /� fRAMINC. '`lll( � r TM1T VOl1AtE REdOTREIEIT1 ----- 11! VTC/210110 11/10112 11411E PIAS( / 10411 COI1rP/T1011 - - 100 11TH 1N11I1 re(/011) t OUTPUT CIRCUITS 1 LORD CONTROL. I �z 'I; 111 :::111 ., twos - - It REl*S{ VITO P.0.1 N.C. 21010/11 CONTACT{ 2.11. 211iC. mom IA/TECTIYl1 ---------- M0R IE1NM►G11 1ARrIII...10111111 FUZE PR01ECT1o4 • fNILE{. 111144 ------- - CONDUIT rr0C10Y1{ O1 TV FOR OCCESf Sl' i l)• CIEAI PI1ES, 70.15' 10 1(111111 CO1NECiIOrt. 0--E/. ♦ + E0. C1EM FMA1E OPCM. //OF OEC[ 0111. 2 1 1 cuAr1rC III tE1/OA1D - /ROCRANI All EENT SCMEDETIS IOM • AiII8NEM1t.AN0 11411 f1'IIC1I0M7. ► CONCENTRIC Dlffli EI 11/1111 IF 1101 - - lrACEO N 1EOIIENtIAIIr 11 1 SECOND i PLENON BY C.C. 1 iNTERVOL{ 1141 0110111011 CALL (U - IIC5Al2CAlutOMIRNABtM ILO( DM ONE LIN TO COME 01 IT HE —0 0' • SANE THE. SECTION A/C UNIT M 2,_ 4 PHYSICAL OATH : 11 . ii 4111e1• - - 01140110111.1 11 MM. r.il. 3 151//108 01111T - - 0111103101111.1 40 /0010!• . IINEI510M1 - - 11-111' MICA. 11-1/2• lilt.S-1/1• JEEP. I • SUIFIKE 0A 4Ii-IECE140 I0U111NC. INI(1T IPIUITINt T(NPERPUAE ---- 12-113 OECI/ES F. 1411111! RELItrf 141/115 ----- 0-101 1131110111311101011111C. r__ ----------TT--------- 1—�__ — • ‘, i . • { • f S TM 4 'PUMICE I/C rill. N • (:(..1 •;•••• i :1:., ii 1 FRO41 Of 1 �_�_ • CUBS. � - ^!-�+ �----OYC(ED CIMS THE ENERGY CONTROL SYSTEM -. - /Fll( maim. •iNE EP(I1v 10111/oh S�S'EM II COMPCS(0 OF 200 IA{EO pJCIOCONPUIER SYSTE01 •••.•.•• _ —--- ::.•.... riiijiiiii4t,,,t, 1111 1PEC1Al)2EC CENERAI PURPUO&, SCFTYP4E 110001110(0 TO PEIICOP RUL'l- TISITrC cacao: Or AES,ICERPTIOM.LICNTTNC.MEATINC.TE$TIl*i101 ONO 111 -�_ �" y — 1 ~ C0OR1TI0M1MC P11111S II RN ENE015 $PV1I NANNER.IME $51110 CAN $11011 VP Pt1N000 DEC! - • -_� TO {U CONTROL POINTS 05 ITCITAL DUTDUii.{11 OICI+II INPUII MO 112 ANA-, r- ► irPICII {P 11-IN • I LIC 111111.($1 6►S1EI SUPPORTS (DUO (4) SIWJ&TRIE001 Co1MNEIS OF 0A-LINE !AMI flEl I0 - ♦ •Il1PI I V111 :10 Er • STATUS 44010* CO4IAM0 CONNUNI111104!.10E1E CNA10IL$ III III 2)CAT/1(N- . IOVETAll11TP.)F — --_ �♦ / 'IIVIV0IL GIII (CD) 01141 DEEICES 110(11(5 CONNECTED II INE Of IME SWSTEN•S 1!212 PORTS . 0001 1011!{ ti ~T » , ~ I r , W (7) A OU[lT-JN NOOEN COMNECTINC TMROtltM IME ►01114 lVI18NED 1EIEPNDNE rA NETYMc TO f RE4C'E I00EI1(EIIIIIL.OR A CONNYNICAt10rf PROGRAM ON I IIIc f1 ai ( (Y v' Dt N1t/OCON►u'EA ,(NO (0) TO 141015 CON1IOl 21 (r{TEN 1{uRllr IOtITEO e 1 it I g I /MIIIt1l:► To I C NTMLI2E0 1040114. , , fi..L... .., -----4 r f, 21• I. 21'-- "ip 111 be At • • -- T2•--- , / 6 m- r SECTION A/C UNIT M c • - • M 0 T C : A1C 1.411 . 1 (1 1/1 IOII / 'Air A/C-3 . _. r NOT [ : ! ' Fit CWt4 N fN CAIN OOE M CFFCS IN[ FIR CNN.IF r ME cull ME lEWlttl NIVISE M 3 iM CN/ 11OFN/181! IN MIT. • [ ,. is cc I ,t- a0 $0110F 411 Note I I ® a1N1ato FOR O/C-). (ED T a .l[1: L 4. = ERNT M CW I it•IIEID COOTROIFIEIt ►NEl nRINC coh:ttylola-+irl ttv CONNECTION U8 ch1[CIIN �� I j.en colalettF,,rllllK c roNIA __ t G nal/ CLAIROL Wviu :ON»Enle» MAINTAIN Io�-r nR !FIN? 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W K C R HED CONC. ) 8 IV SEE Otf12L oP OF SLAB ' ARO AIo N see OsfAZL � 1J AROUND SZAT�L 'IRs - j rn• F: 1 = I 4 SCALE: 1 "= 1 ' -O'• JqN. 15. 1993 ABOVE. U s PFiRT. GATE �QT20N 3/4"= 1 ' O^ GATE ELEV. PART. OEIITi �EOTIP•y 9/1' 1• -O' C3ATE ELEv. s - - PAVM'f DSM. REFER f0 THIS POINT O"SAMV&"Otf� R9f:KL0 IZNISH 2• T.J'•0• MIN. f0 PROP. L w E%fRUOEO CONC. CONCRtft C IUN,tP"C FLUSH WITH TOP OF CURBCURBING (MTN. 30' See DtfAILO IORNEP N011-t%fRU.102NC EXPANSION - -- J/e• THICKP.S.Z. CONC.) I JOINT AGAINST CURB txPOSEO AOGPEGAIJlGTOSNG AGENT SURFACE OF SURFACE 2-O/T•% 2.1/22-I/2'% 2-1/1OFIYE-TMRU PAVEMENT !1L 11180 6fL Tube 6. 1• }• LAME. tIRF•Ce ITYp.)� •' TN1LK GATE FRAME • ♦1R00RRSN. CONCRtTE $LAS I 1LD. GAfe iRAwArPAVWMWspoexIEo I 6• COWACIED Zt -r r$TLiP !TL PIPE ON PLANS. c C C - GRAVEL 12• LG. 12• LG. tl IAA%.�/ / NSI j` j` J` 6•%6. 101.1%101.4epj C - < < ( C c . V.Y.F. (EYP.) j " - - a} SAR vagi. . COMFACTILO FILL O Lr. ' c ' C , C t C ; C C Cn- j BASS AS PAVEMENT �(. I SNSlFIlO ` )` J` A` J` j j` 9Pt LIFItI AND BASE AS • -- Sf ANDARO 6• GRACE C , C• C C ; c G c , Spt C., lf0CURB pE TA1L *111.ZGATOGPOST 3• DTA. TALO•` ` -Z A` v t rTP.) L. 1 G DFANL{NOR{D • 1_ ITL. GATS Pe@f 1 u I/2•% I-1/2•% CONC, FZ"S0 AND I -I/2•% 1 -1/2•x- 3/16•% 12• LG. ♦ IN FTG. 21. O{tP. LAPPOD ANCMORWO ♦ 3/16•X 12• LG. NOTES: ♦ Y 016.4 WILD IN FTG. 24• coop. OIL. 4 vRLD vrr GATE FACING PA rV'I' 'Rpm ALL AROUND I . Dohozhc AGONY TO TO 6'_ CUTBACK ASPHALT GRADS RC-TO or 1/2• PLYWD• GAT{ FACING PANOL 0 FOR bONDIMG TO ASPM. DNC. PAV6KwNfT R• BARRIER URB. ft%TUBE 1 -II V/ OF 1/2• PLVVD. Z. BONDING AGENT 19 f0 Be LPDXV BONDING OM CONIC. PAVEMEN SEE CIE TAIL N ftXT1Rt 1 -11 V/ OLYMPIC STAIN WOOD \ OLYMPIC STAIN 671• M W. J. CURD S9 TO 0! MTO GO FORMED TO MIN MUM. F rl AMC1%4 CONT. WOOD _ A. A9PN. CONIC. 19 f0 . IN p;ON A NZNI F OF TI DAYS /--\ Ano 1x4 CONT. V000 - }. asE note •. !H+• c- I ,.ohceRNznc rzN. eRADE. RLT. WRLK DET. C EXP. AGGR. )_J rI ` 1RIM W/ OLYMPIC TRIM r/ CCITT t O" TO 8 " CURB TRANSITION $rwsn a7oa. 1 Lsn1sRL:w WAIN 0706 SCFiLEI 1 •.- 1 O" 5 SCALES 1 "=1 -O" JF%N. 16. 1983 Or 91RU1CTURS, LENiMLSw UJ EXTR D CONIC. CURB (ALT. ) JAN. 1sT 1683 2-1/T• souARE Gww. OF sfRu IURW SCPILER 1 wl ' - 1 1 1 SIU. TUDINC. 3/16• MOVIDIL DROP ROD J/A• • Y-1/2• souAgt GALV. / O VALL G1E PRAISE b• LONG AT EALN GAYS @TL.IUBING. 3/16• YALL PROVIDE DROP ROD 3N•• V W/ DIAL. 6RACZNG GATS FBRACAM& W/ JO• LONG AT LATH GTr. -�•1 f WALK AS /PtGIF StO- QRT,OZAG. BRACING LL :J PAVM� f OSMENSIO,•5 Berea - }' -0• y _.._..--:- PART ORATE PLAN 3/a^=1 ' -D^ P'1M6'Ei DET. PART. PLAN • GATE 3/4"K1 ' -O'• FRPIME DET. LL :J u MOPagTr 12• MIN. TO rwi! vOIN. ♦♦ J "t iNF .1 - LIw LONL.;; LLt AR bOOt OF RA •• % , 2• OFE BRS(A LOWR@O AS -1• CCM♦L. 1 • RADIO! •'• '' J 4RD n HAIYDRAZL �'� T Bt FLUSH ,' }/6• lfllLLe IfNTlM ITYp. ♦ • CAP OR At CODS ROOUSRISB � BLOCK WALT 4- 1 '1 1, asNL $ ► M FR.- C . .. V/ PARKING ;: A• THICK •� AM V/1 _ i1LL 'LLA ISMSSM GRADIS - !WW HOTS - •J'• -_ LOT SURF.CE ." i2LLOLPLL! �1(CL_ • t5 SAR! WALT RVNRTE-LOUiR969 F"' 2 { V/ L Z H ^ ___-____ O Or BLeLK ANO UNOFR GAP.-- t4 V►R1 . twJf --PAVM + t.-94AISON_ •SND - 1PAVfMEN _______________________ a1 VERT. AT 2••6. O.G. AT 2' -O' 4 • LF FOOTING • . REFNR TO THIS A SURFACE ELEVPTION A SECTION ^B-B" AHD AT ALL caRwgs NOTES I O.G. •t *- POINT • iTNS9M '.�•" ♦ t%T6NDfo 6• �e rA'eFMF hf BSLOV TOP OI OA OOVISL AT 2' -O. O.G. IS 1 . BRICK FACING f0 K WLH WILDING I •, Z N ROD@- IF 4E! NOT{ 1. 1 PAVM'. , LONE• •• .. Lof SUIRr Act SHf C-I� �.__ S.P' -_•+ 6• _- __S' O• AND AT ALL LOgf1ER4_ .-- GIR /• rfZO BLOCK WALL. O. OOML MGa OF GOMC. LAPPOO A MIN. 10•• - • AT Y' -6• C , < , ! C AS SP{LSREL 1._ 6E► ONIC. 90- -A-A- FOR DafASL@. O.L. •� A`� �c c , c c c c` c , k., c` c c , c` c` c` 1cI B CURSING OR YALK NOTES( Y. 6• CONIC. SLAB W/6-X#' ' e , e C . •` •` •� .� �� .z R+Y. - r1!' VZ.VxWZ.V W.Y.I. -6•aE A9 - - _ f 1-r I '''�` HANpI•IL TO Be I . $fUGGO iINI6M TO MATCH SLOG. I J• U) gPWGiF 100 c` c` c` c , c` c c R C , c= - c` C c`+ `I' ', ` 1 ( , SNIfALLOO ONL'C II •.y 3. COPT VALL FIG. 10•%16• •- v; -O 3 I I I CH W CONC. BLOCK WALL. 1 1-I GOL1I. V/ZWS SOi. RefNF. ttt IE7T ' j [` 'r d'` `` I RSOUIRtD bi LOCAL Coca. Ste 9SCTTON •A-A• FOR pef•l". 1. 6• CONC. APRON W/•4 BARS 16' /�► -6f ABILZZSO jy! " a r I / .T ..F: _ • • y. a•%@•%� SUDGRIO{ E•t671{'r '•�•� I I r R!F{R f0 pet. J2. 2. EOR BLAS NG PL.AM. GRADE 9. .,_I O•C. LAS WAYS. `'.• F. J.• YI.4XW1.4 AS 9POCIP140 I1 1 I SEE sfeal- IF PLAN. O I S. . OR SLAB i1NI5ME0 CRADLE. + WWI. , I NOTES RAMP fo caA.Asn 3. ALL srceL FIr+I Sties ARt Est (xwos..G PLIANT +s 40.4 RODS iNPU �{ j 6•X6• W1.4XWI.4 Y.Y.F. f0 Bt PAINTRO DARK BROWN - -- - 6. ALL Sf{eL ISNI9ME9 ARS 'Ir •^ ' `1 A� 9pt/1F t•• 'SFU c*a, f PAvt MIt •c I I - •• OXIO"VZNG INTO FOOfIRG. TO MAfLH OLYMPIC $FAIN 0706. TO 6O PASMf9D DARK BROWN O Y .• NOTES ALL CURSING 10 ' O• UnhG. I I. ALL WOOD FOR GATES I9 f0 Be " - r0 MATCH MYWZC SPAIN 0700. 4 ♦ 3000 Paz 20 DAY _ TACTSL0 WARMING AS PER T CDNGRISfaT •.;+ ' _ dZTw, 3O1.TEC TO •UDE FRAME 10. 7.. ALL MOOD FOR CATfS 19 O •" IV- as •�-- �^ V �. PRECAST CONCRETE wMEELSTOP Ansz ,. v. •2 iH J/a• GLA. SATES as fie•%6• BW THOU-e -ESO TO •ueE iRAME 1 •_A•• f} K I a-, Roo CONT. CONT. �� C i �S r►' ra AND HARDYARt. LON1. �__ .� •10/10 WITH 3/6• GLV. DOL*5 • t ' -4• TJ'DA1. F I 3 _ C•• . e I. I `.. 1 11- �, AND HAROVARS. fYp, 4( a 1 6 CONIC. RAMP-EXTERNAL *rP. r.Y.r. Ij w ac C:T IDL. '•A-A• 3/A^=1 -a^ SECTION `A-A' 3/4'- 1 ' -O' e scral I 1 ..4••- I . -o^ JAN. 1 C 190- :. t - 1 a WALK Ac satctrtto- ,7, 6• ,8. .0. Ij• -B•__ _ 16 -e• 6. asoon PAVEMENT fo DIM'4 N=• .- _ EDGO OF RAMP --_; • 1 0• REFER f0 fHT3 A.. I TO Bt FLUSH T PI PE IIY� I 1 ' - .L pf SURFACE-i I T ___f• m v M1A. 2. .O. N •:r•F II 1. iNICK 4 9 4Ef r* ,Ar, ABb+E SLE DETAIL ABOVE 1 Ii1RK 1 6• PAVE MS. Y• �Y+.c.., 7� N FINISH GRAM L•lN 'I'N t(EV' S. .ANDA UNI , fn•. _ NHFFNtP IM _ 9{E NOrt 1. ` I ,I REFEH VCM a1All ISH .'AVIV EDGE F'G• •� ' 'I .-^-. _ ♦ O - I f0 THIS uNPAr. 3 •'. . • Sf-c' 30N "B-B' N. z GATES BOVA o t. - PDING 1 DMO! lNa tlFITT ODORS -:rt It It '.uN .f , • DpiAIL Ak Ste --IM2f e< LO OtfAZL ABOVE)( "SEA' M.rMI AR Pf 1• 1 4 �r A I 6ASt 1�{� NO INSIA E owe HANDRAIL ro 1 I + I -� 2 A•+I A .":•� A l' RtOUIREC BY LOCAL ca,, •' c _ c`. « c c :+wAr •� �- • III fl - m _ - IS++ l•H SPI, It I • f' ' I NFtP r0 DEET 3?. W �I NOTES \` f M I NOTEs•.. .,� �N.. r a ` _ ^ i0 6• I im FYD. a,�It ` ` 1 II II \ txrt NDING SN•. FJC"ING. • . 1 + BASS A F11wtoA .x-IF•ACItO 11. S SPEC(" • A•} E 1•• •rr I II EYP. GUARD POS/ 6• OIL. t1 501CF AND 4I r` lE[l lE fACfILE VARNINC. 9TADfLT2F0 a(yU,' U URD t GUT CEN r/ rl O1RSDA �IU I� IiI1 IYON"txIRUD INT I 1I PIP{ F1LLt0 Y/ L• - A9 SPECIFIED MIN. *3000 P.5.1. CON,. PLANT 1111. 1 1 1 1 (III I EANDNYHE Rt JYAC. - , I �I--LL_ JJJ��'l++r�� PKR ANSI 1.�• �I - nv. cuARo Po9T 6• }' -c• Apovs M.AO _J ? J Ie�J) �}2 2J6, i 1 AlUTS 6106. 1 B1 R ,. SfL. 0199 FILLED t (t• -6• SAIBSDMEMv • 1 y s'-o• "s -{• j LAPPED W/LONG. }' _0• CONIC. CURB d GUTTE�n /--� A8800VO SLAB t2' -G- 7; 2' -6• SCF41-FII ••I ' -o^ JAN. 1s. 1 e3 [ PAVER TILE' WALK DETAIL ^ CONC. RAMP- INTERNAL J. w\ Srry. kc: I 1 c," UY.. lb. 1 ND3 S�'rY (-: .. .• -1AN. 15. 1083 U = ' -C_ �� a• Z N __- - EDGE OF PAVEMENT .:L_.L - - -> >.w�. ...I HLA .,ICE ♦TI `EA /• 6 O• t• ___ TIN - _ _ _____--- I I Q In O A]___ _ Rs1' _!• c AI Z0ONOPG A9 GSHOWNPLA ••%1•x1 - I/T• BRICK ` �.' x _ '�. . _ _- �- • - ^`_ ` � SSL. Pool' I �. J N Q ON GRADING PLA P•Vt R9. L0.Gf f0 ihTERTOR / t J• -O. Ot to I • IMiCH BLDG. FIM. RAMP. C ` �. e F ` .-64" FOR a• I lffp) U � V) FLUSH WITH TOP DL TAI. /'., \ I / 6' CJ•.[. I i OF CURB YCCJJ/ \\1 1 // _ _ NAf10hAL r ffL. POST • ADD 2W} BARS 1 y 4J� // T'AMOARO 5LAD V. !' -0• coop • IN /20-1 BAR .f F -_��• -"� STD. 6• CURS J,6• GROUTED KftRNA rE 111 1 // HANDICAP 6•x6• +TVP) •• vAIMTeD-/ TYPE 1 / OR •• ewgR2eR STANDLrtp s• rn. R.rv.; _ _ STRIPE f txfa RlAI ♦\ /� L SY1{q_ ♦ rt .1 XYI ,1 A /\ _ CURB 1 1- I/2• at TTTNO o. RAMP. ��@O c PArm ON Y.Y.F. --ADD 2K OARS - AW 04 HAIRPIN ITrPJ 1 r aD0 or PAVONaNT i PARKING OlfAIL\•J _ . PAVEMENT. J 3 (YELLOW IN E'NIRANCE N LOT SIRFACt ! ROFL{LfIYE 1 /A• SAW I .�jPRON l9et I W iL 1. :.••• '.."if AS SPECIFZED \ I e' DNC. 4 PAINGSD- - y' JOINT .-�-�1 BAR@• APRON IG. OTC - CSN. HOTS!) 1 U. 5 LASE AS * A 1 ' -6. O.C. "m 1 5010 WAYS. I I I yJj 1 SpECIFttO •-.,'•� v ,.L GORiACr{O RAMPS•TN m •I MAIN 5010 fi- l I I- -------L_ - - ------- -I (� H TYPE 2 FRONT OF ------- -I ---- c , c c , e+cGRAveL (YsLLOW ilE SE11VED m - ---------_--- - - ZZ i W Q p W 4090 Dorn f0 ` ' ' " '` '- `� ROFL9CY7 FOR _ �� I N FINISH GRADO OR BA�yr�A�� rA. 'c , c` c , c , c • ,•..: _ XAMD ICsIS P12. LIflans . VO •O 6• CURB- �- .��f.{�.\ '� '` "- COMPACTED FILL - _ y� !I••l�ic:I.1'•1••I'.',r'•'.•: .. ::•:.. '•'+:. PAVs1•BNT. Lv. rwLl. rrc. � o r !Z J � F - HON-OxTRUDING - (YELLOW l2' •f• -TI•L 1 O J EXPANSION JOINT 1T. _p• RtFLKTIVe) -- -_ - PLAN 'al/16•"1 ' -O` t d Z O) (AN0 YHtRt WALK 'mlr. F Slr�tiF ~ �OL)NOriT ION PLAN 9/1!t__ I P<OLJNOATTLQ_ (� T`�PICF1�_ELEVATION ABUTS BLDG•) LOCAL CODs /� STANDARD CURB NOS I NG BRI K WALK DETAIL HANDICAP PARKING STALL K TRP)SR-I =NC R GR I CK TRA51"I ENCLOSURE _�� V-5 SCALES 3/4"= : - -0 JA-.. 15. 1883 L� -'CLaLEi 1 "= : "C" JAN• 15. 199.) 1 S�.I�Er 1 '8" = 1 ' -D" JAN. 15. :803 ♦ . SCgLE qs ST.. 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CA(f 1ND41( PROOF.)NOTE - �,• N. w(I 0.1 IO2wif ANOD1ilo t i a6r' 'Or •911CAt 1NtOnAIIOw tNo17E ANtDI t(D _-__ 714 CON111YOYs AEUw IAf Tf1 Ya Ifl(1 R SMI E' P-C ' Ai ul.Nqr:El �� It act INC f 414 'SIN/SOY' r— \ — Lon"Ir'10N t0 I 0' F— IIOYi( A$ltlifD AI E' AS /(1 0. r - 1 flNivC ANtxOA / t' Mft p{Ul. v qv IAF TER by CvffNx tI44 JUiE li AAYUr«[[20(10 [ E7, 71 90.IIUOtU wASOY11[ SIDINC • P1 ALIYo. COL' II{ YI Ot Ut ._. ___ •(1� 005111TE SIDIIC 1� 4q 117' I,rye. b1(�I,fFN �/ I irf S1/1 YBAT _ a /r 01110. -JIr 1 I/J' IAII a ~Tf t0 yoruw�l''bl ' / IINsui. 11• u; IC ' --•- __� __-.-__�_-.- 119 10 IIto—_� - - ni l 1 It-- _ GREENHOUSE TO PARAPET O j $talk; mr Il/:w ltDS _ \ �_ ____-_ CdNNEGTION DETAIL �/ 2 IACD (It1CN SOON) 1 Ij tCA.f I ,/7' 1 / T•0' ' // �� Ili 1 C C 10.010119-- - - alit' 3 O�A•f. i� - 1 \. C � j CKtlN 1EtIWLi �_ �jJy41� DETAILS AT GREENHOUSE MAIN ENTRY T1 GREENHOUSE SECTION AT DINING FREAJ'� SCALE. n , • • 1 1 —U -1' v E.o.MIN Wit mmmi I yr — -- - -- - ._ . - - -- - - ' - ---' ut• . . �+----- -- n'•t --i-i Q r.t.ucrtttl 1 � \ i //� p sC00 Q / 111.LYA /1DS11NIN Z `v+ ---_ it ICC m 2: NAScott( /MDS UI• KIDS. \,` \ I.[lust 1 :.A N Oi wPsOYIiE fI21 rC�_..• ' ---- -- ------ 114Y010 till ------ \ �, a• W y1c. CC I ' 34 go Till— Li z Ap it ` _ \ 1 — -- — --- - \ _3 Z ' Q ' ! N SUI/L1N(OTAL ALU$. r -___- __. _ - 1\� 1 ',,III IF 111 0. 1 1Pr `[ Y I ,� n �_—_—�1J"A.E CII,EA [RUST �� \ I b w ' 1 /� CIIFYnOtlSE $ANUf. _ .. 1_e� AI ANC[.— l `, ri tx b l`IL Bf rl[U \� � I • � lii 1 �-•—IUilac lL7n 3ICE S � \ / I J-- 1' IDSBU1t10 CU11 I ' o- ry 1 {� IIOr IDE COPY BRONZE / I MODI;fO tR1N [NCR I(1 E I \ NEA4EY AIOr( o041 `_- L�;'•. .• '4S° OPE 4; Ir IN U ti •• 4�E 1 I I I I _ \ \ xCU1f RA1UI. 1 r—=- 411 OWN IAIf --_-- ± j FOR GREENHOUSE SPECIFICATIONS � 1 ! \ I SHEET A- I 1 SLAW nu BASE— SEE I ( V I « 1 I I r I 01 ° ql i . •• I I �\ \\ \ ��\ _ W in . I - - � Iv NOT FIJ I 1/I V - ' •�---•�b -- -`- I IID • r GREENHOUSE SECTION AT MAIN ENTRY LEFT / GREENHOUSE SECTION AT MAIN ENTRY RIGHT \F SCALL 1 r . I .7' - A-7 + ails Im, • 14• - f 3111•IVI' 11-8*1110N1•MNON stow �[ 1►►lix 10910111• Tl�Mtlf• SII.IROIE EKr SIK. p SRII It SECTION •1.10 IMEM.inr.l uI"? uJ• tt�riw u:•.: VyJ• lr .l ONt R.DOLT KILnT ""ON VJ• a( Kn•. `OK o.1KI 411111,011DONVWT lei ` • "ommilJr.l 1410 YI 1 1 E 010[91 loT! �• 1'►.V.C.MEM • D/NIMrI.K/( M 1 Mitt ` !SITS IM Ktlt V 1.C. �•—Ml-[n wN TONN —� i11�ATION M 0 0111 11 C"TIwoN FLIK191. . 1 •Slops"' •t•' •'C. • .0110111' nl IMIrO ARMORS Ial,e "CMNs • tit tali new.IRIS. 14 .2* 1.C. ,�ECTI0�1 T 4*a IKEWI Come i I1 10 on lot"" •rA� � • ' (R••id rvPh ils�0■ /40190 EM. irii�i'Pt"I"'° ""i•'o.o. DETAIL AT SIGN SUPPORT ANGL9n •_ ii tail , 1 I••1 �J �--ut IDs nu V__,_�CIIK RCorilt -MIL 01lIMt ITIM • 111iMTlt l[r{11-17I lr '61401809' 0-1 A L ✓.��, fwp CtM9ECIM 1 1/2' L 1-4- -9 112* ---- •' •' TYP. REAR KITCHEN WR C I N E11(a { •t 1 . . D - 11'-0' I[ R.L.t. It 9{EO)I fICE Oi tIVD 1 I/J' _ N' (. 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I — - W / t0 110!![1 _ "Ulm.2116 (I Fattlarivism 1P[ IOWA tl.twitr0 ' eta now ( lot OF 01111; dl Allot[ "R 1114 LA SIM try" I eLL UVOOD0I _ yyJJ 1 11 9•./1IIH VJ•CDt RrrO. WI'C' IoICF 94K I � • OIR►WPr !'I►.1 '-- 211 0.r1REtTw IKflMI • �N Cuu II►E itf 1•;11-10 111 tE'-1 all twl• Mit 911CI ftll �--� I 1/J•-01 r:rR010 Is LO04UL {/1'TTrE'1'tI►.11. : I1f1 1 fM'Mfl 1ROIIt. i. IM Il 1'-J' 0.1 11 1" 0.111 :NII JILL - ' �'• 1 91INAIEO 919• 1 rRI11YOE CORROSIVE K1AL . __�A-11 EY�'C�`1/l Ko1RO PLATE RIC0011 1 WAS - SOLDIER COURSE CE9tL1 .Coll"IPL •tiy' •" •• _••DE`, Vf Prltx VI •PKMON OlM y 1/1'•r[Er MIEI � a/Y.C. " 114CE ONIf[ � �•'� raDc.xN v SIM IM1111KI 'N-IV Mr.O.r. Its►IfIRI t 'A N w Nil• �� FEE IES. 111.t-I fog Wal t IOONI l9rORM11 ON A&YO OR rILloRil". IGIiN AN I'LM ELN. ` ]( m TYP. FRONT SNI 6 R qL T TYP S DE D NING R WALL S CTION S TYP. S KITCN WALL SECTION C � a-s • ' I ' I +•+y • • 111aR ~IMI IIO gqICtE{ 1[E.• RRRK MOMAWIb. 11 REi.i 1M18 III. .........,". 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I •I y01111MiTIfir11W1INl C,IIIC I""'t f1fNl MIN ILKRIP•IM KOK$ ` !� C7 (I 1'2P Ott rLliCEET r1/1U1t tFtEtltO TtlL iYT. [-I iN Sports. W. .� � I� � � _---- [- i S`•�' I •1'-t �fTT-' 01E 2 04' r11SCFwT i111Vo[ f[Ctleff Ny�PY II 2'12' itfNElt[Pt f1It1 I RfCEN[0 i g tIt DETAIL A k4Slti ! !' 111.10111 NtllLt • S F" 1'11' IItNSTICAC TIII i {E[ SKIT 6-It Fill Sifts. f(/Y. MIN[t1. - � CY/tf 241' 4agtTPAI :TIE � 1 I !� ! 101110E 10 If II OON1NICEEI !'If' iLUOYEftEAt i11•UF 107110 txORD! Or 8111019 ICON ' I1I� �[1! EIR1tl0i0 t11T1► �\ .liq• pgIIi1 -'"� II folio 0 `-_ Iflf _MD _ IN CCIIEI TAUifEI 1/ 114 W01811 Sus lip I tt EILItf DUCT [ItlO/NEwA t'-2• I fill SICY _ r-f ' ZE _—r— 1�— I u�l1 CO � Y.� tE(USED AODw1f0 111 rift. Elfl LICE I ® ! � If USED AND IEOUOfD IT CODE) AEINw IflCRILLE 1[f SPLIT A/C-t iM Nott. F I 7T' - �I.T.T- •T -- w —_ j! IDPaY Off alto f CIN1YC AREA) I ! 92' tf ILIwC 0)E[ wt 41 NIO to! 1/100 Or OLIVES ccto ( fT E•I fCf Nftt.` I e'-)'Ito F. 140YIDE O I I IPt EXTENSION II III —"'Y--' -�- _— � :.r... a f ILJqc Yfrr loll ILLI LL.-I J I I L - 1 b•�'-�' A.f.f. •Y-0' R.t r. , I MYER If 5/1• TVPE •I' CAP. V a - - \-11'IIOLt101PLLC l . 24'.6. O.C. pp). a yaj 111C•L NCAAMipO. ffl ZW Nt. w-t. A A-7, w-1-$. REFLECTED CEILING PLAN Sept, yr J ru laa +uNwe � I ,1--- rwu nrwo lot 1AT[I1 OF IpYIAIIN 1 '------- — ------ tt{ 00. OLOWIC IY 9. _-_—.tPRIVIDED FIFO) . 1111101.1.41161 KOJI -- �'ir.•Yr '., PATCp 'fullu) GENERAL NOTES: ELECT. CDAum1 I ' u1f AiEd f11L Ct A54 U iA110A IT 112• Flynt OIAIOIN -� `\ _ �Or[AS/';Al bt l lire CLASS W. 1. •(rf Ht CIITpAt't/ if aDI01EOTI DIEIIC 1001 \ \ f 1'i�U Ck Cot .0S t NIIAST rot •"j':-.� :-`� L'CP•IOC PITY Afr11PCD lw TtelOp DECOR PLAYS. \ 7` r•cGf1 1'_4711AI :1.1 q�b� •rl.' !. MpYAtiM COAL. Y•I:FY FIIINE IwP•Ill)ff ALSC +AYE PI PR MJNSIsfIT too NOT tAwCES N 102• 1 41 1/2' -.-it• N IW/tp 11 r.,1 DIr #1 401110(111 Y ouiff E[w1t.lOCRLchli 0. _ ---- \ I ` , 1. ie![ii��7"clly lit'P!{:Mli.1ptctf lest lwf NO -`\- �`. ' .•��-_._L—� 1•�1 1:0:11.xp, :1fuNo'liY. 214 1 t C oftil t -� - _._ J - 113 44;,!1C itlM !� i 1. T34JLOCATIONS- :IYEI P!el[INI 4"1'!CIAI10411101114111 ME $MEE; s -1.04 8 If1uN A:s CAI-LF S'718 NO YIiM 1941 vLA `J � 32• PIPE Ell. S. OIL (311YfEt tMll IE INATfO II CF1TER N put $121)1 111: u t0. IRIS ~ r tf It INC IIt NL[!: t AIrYISf OOTED. ' tiuu.G tuf EOCE W r IM it t-2Off C. 1[f 10f[1 [-1 rN UCP•!EC Ur-110 IFOU11[IEEIS TO 1F 1 -7' �., i12 YT YU� 1114 Y 1 AD[:11IM1 IIrCIAOTIN. �ULDf t Nlt t0 oro) u 0 IA!AI tiAf TRIP 'I 1 to • ��AA'C t0 4 CEILING AN DETAIL LIGHT FIXTURE DE t if411� i l,)• ,•. A Lal[, I 1!2 • 1'-E B j )(Yr1Y � A-4 T r '• 1 •� tw/EI 1ft11 • V7• GDY IITYB. t-t ftU:l ••7. 1. If-TUBI i T --�OUIdIPCII -T,- 41 SORT III —NE NATE 1� / 214 24, 0 t 1 _ (11. 719 ilt Df Ct lit �1 N• D C�IngI t OW LICK I/B1DT tOf1f N[D ' I =f SELF CUST MER �i 1 - - I I •! /HILI. SERVE PIC —UP It( 30101 Nn, _ ,. !� P DRINK I BB(. ro 3 IWOiw 110M OP410 1-3 FOR t ! ♦»- � t(ll _- -_ _ --___ � __ _ - "lit ji01110 3,N Ol Tall •t DINING ROOM - — ORI VE—THRU KITCHEN W. I. B. — s . CMNICI I BLDG. CROSS—SECTION �-, Z (C r a{ I c 4p„��i��i•1• (IJt;[•,Eltl Et.HEIR I I _ � JAN ^ T� f tN1E0 YIM l/atilt I.C. IT-T r rc +� co �) L Y i � `' I to E 1 ►1I[l YE•D tD. -� � �\ • �\ � I 1, N �_ . `--11N11 VALMCE I • - -- \� I I � LEGEND W� 12;f, Pli ICit E' i3.:Mf%1 Cxv„ It JW/tf(0 11 IM( C C Me 140 W ` I1 UBfC1) - -� I \�-^--'� _ I e_ - �� - }O IECEfif.(I MBKSJM 0131E16Ei W RESTROOM PLAN O IOltf' Will • W Ct �SJ if35E5PFP' P9 D• 1Iv BLDG. CROSS—SECTION scat(. vJ • r-e W Q f;Mf B• B J Xy u ; 11 �.r—_— . _ _. __- —. .� MBNA IJCMI -1 _ . . _ _ ___ —_ _-. -__ •—.�J I - I ..x r. -` a � n • _ 1(•-t?.��11t-1MJL[;iM_•L �D •T1e -- - ROOM, 1:9(rlE _ :-rr,....y..- - 1 M-EIIPi TMJ BIN 1 r. —T 77 • _ -� - I. �� ELEVATION I ELEVATION 2 ELEVATION 3 ELEVATION 4 w; •1 �/'+�+ \ I` / ��/ III / ! i I _ r � u •t• I `.L/N +G 71131. I 7RTLt' I J H { LO (KITCHEN pp� . WAI CREW ROOM { — � � W AN— flit Nt( 7 ,E I -- -- I - - - - '— "r --_' •{ r•5 ( I '. ELEVATION 5 ELEVATION 6 ELEVATION 7 ELEVATION -8 r�' _ RESTROOM ELEVATIONS BLDG. 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'fir!. ,1.4 ; . • r 4. , •a -.VESTIBULE 5•N I, 1 I/1• I : 2 v1' t I o • 4 ___II._4._ I IL/A\,41111.11. 1 11611 (1:-I- • ---- i 4 `-`- _ -- 1!'-0.11 O.N. 10 F.1.1.1 -- • +'` —11'-5 t/?' f i2' 1 li?• •i t1'.A• -� • MAIN ENTRANCE. : i tt,, 114 —11'•11 u1•-.._____.__.�....._ __ a•./• . 11'-0* t---1•-1E' I- 15' /• I ----••f'-!• , �1 I -:4 -1 1/2' - j -1' 1' I? -o'— 1'11. 1'-r , AL TERNFi TE - 1----- ---1- - -- it E1 1;�' t' a 7 7/2.44 P1001:4 1'11• FTN11NE0 •.-- — - I — • I • .'- I N'NG. IMNJ r1E. CENtSI AT II r(1., IiAEU I • I , _� 21< 5� N.= `. epN RJLTtMG I ' , ' 1fETl C11 (1i1 I l li I II AIS I0 j {I I - ---1-r- I • 6 \ I �' • SR 1 Ti IRIMIGR t O • it ,�+• lt' ! 1/2'- -l1'•! 1/:' - - �. 4- r ___:3_ i�i�� ===== 1 it / r1 - II - ,� " 1 ' ble ••••-•3 !-E9 --+----EO.--f--f0 � E0. - 1 —EL.--`f- EO. -- 'E0, - C i G LJ i A-I). 1-9 41 Y,� , , (,j l__,•_ _• ----- -------- e i, ,..., cc a , • , , , 4..,. ..,, \11-1 J ‘,11-:1_,) '. -,i-1 4-# 1 •V I Ii '••/ 1 II 1 ! _ r• I I 1 11 t • Uill O I I i 1E Nu CAr ! ►•'�►ARTITtOM MOO . . 10 4 it 4 •-moi• 1 Al„:1 �•• • •.�.�. WI .011111 1l Q 1 . C' 11 I ev I I: f . .:.., CC iii. -` 1 - ' � 1 - . .16 n 0 (f. ) OIN•INS ROOM ;CUSTOMER PICKUP i SERVING itKITCHEN I M. I. 1. tco �( )]f1 �J` ! I ► - - AREA I AREA r tREcE1 19 iet'1 11 c(,1� i �� ! I AREA i ? fa -: ,IIIC i . o i 1 LAfCDFAN:W0rC $ F11M: lAr OU11 i • N ; II. 1 I • II t I . •l';') MI } I ii I ' / I I 1 _limo cum DETRII 11A 111GNEN k k I i' { i 1 :71E1 DE1 1. SO. EO.2 GURRO.SEE DE E.1 h 1 a • fl I { I I ''C"r !�' SMI. E0.2 o w _N M ---1'-! f/1• --1? d'.— + ---!' ?' — 2 I/24 �'•1.•___4. el. , 1-11-1 2'rt �. '_ 2� 0' 007• -?-1'-2 Ilt 1 11'-0• 10• :, i - : .1 F I i ' F;E[ 'OFFI [ ' UTILITY - ter---, 4. f i f - F -- I .... h EEECTfiIGAI MNEk1 0 I ;r t i r -I •• I + t 4 M rd.ci 1 5.r. :Aa:11E1RIIGM FACk I - g• i :- •a AI 1 �7 , • I 1 sOFFIr w ?.C. ) I OF rAl�i 11 FAN ICH YRyEE �� • fIV �! A1 ! / 1 I1' i1 -0' Rr.1. CORRIDOR ' G« 4:01 i �� 4. 1 4 h -- - _ -- r I !-1 - 3.jt==4 -- -- - ----- ;7----------ri — I ��// 03 t 4011 .. i cut 1 I.C. , I. • • I ; ! 6dD+.�.N.R. roAOM. I ! • - .. GREENHOUSE ^'i I / 'I scut. i CREW DRY STORRGE * I' c• _ R.-_-- -.,_______,..,-;._ I S• ROOM , 5• I f0. "� t. ' �� 1 .� •�.o'\ 5.•o' •,-•11_i014.__"......,�.�1 4-- - -•i -7' -- -.4"----- 11'-2 1/24 - 10• . f4.-, •i.� j MJ:F 3.141.411 1 A.A., ; .. - ;;. III 3 I Y _-f� r • \,11-"‘ -i, I-- - -- _ _ 1 _ u.i-17 i.:,....:.; -., , , ____, E Q L 4 c r' , „ ) ., ,, 4., _ ; , . I • '. 1+ 1_! 11111 hlifi 614 ` U • I 4-2 U1' 1 -0' NIGN mi. 1 1'r 11011. 1 rfN11 1 11' bINS ears rTr, 1 I1' 1 11' A.F.F. F.I.N. �"'� 1l►+-' -�-K'•i V!• R -D' --____i_____ + ----1?' 1• 1—____i___-- 11••1'---- ----� -- • 21' 3 1 1• 1 1/1• t•- 1 fI^•• I ' �A 1 • ._.. -- ' ---i1•-is vs,— - - ------ ---�-- --- - -4--- -- is--s•-------- -----1 -- --- u / yr H • J� - -� 10' 0' Ii.O A. TO F./.•. . ---- . 'e a Id I V! 1 OD FEEFEPEHCE (--.6-1----1- i _ A► NUM•7-• •• • 1 10 A Akio-- - FLOOR PLAN0 I - iCA.EI Irl' • I'-0' Y • I 11011i TOTAL PIMAIMLips SOFT. fkaeh #441 al • NFU 10 111E 1 01111. Fel DV10111 , ! q lig. . . , A- i 41 I c GENERAL NOTES ■■ SMERTHINC ;NDFA COYFRINCS N A I L I N G S C H E D U L E i I. ALL YORK DERFORNFE :HALL CONFORM TO Alt 'OCAL IUILDINC CODES AND SPECIFIED OM �ECIION 4 SHEAR WALL SCHEDULE k ORDINANCES. MINiM7M PANEL SIOSNC 2511 (C) SEISMIC IOxE 3 Sl THICKNESS IDENTIFICATION NAILEr C O N N E C T I O N N A I L I N G _ (Nutt TO STUDS __ LRCATIKN PORT ANGELES. WA $xERININC IRERIMINC NINO LOAD •Io P.S.F. 1. ORION, FINISH FLOOR SLAB A4 SXOYN ON INDIVIDUAL UNIT. P41ILLEL PERPENDICULAR JOIST TO SILL M CINDER. IDE NAIL f- li PENNY PlVY000 1/1' CDI ❑i.SIDE TO 41005 10 STUDS _ _ .___ _-__--._._ __ _. - -_ .-__ _ __ -- _- - _ _ M _ _ 9. UNLESS OTHERWISE SHOWN Rll E[T.DIN.01F TO ROOCN COMCAETE. BRICK 112DCINC TI J11f1, IN NAIL (Act END 2- 1 PEYNY NAIL_ $DUNDDY l FACES 10 PENNY Pi 6'0•C. OR FAC( N HUGS RND PLAN INTERIOR 010E NSIONS NE 10 INSIDE FACt 51 16' 12/0. 106/0.:0/0 16 _ OF CVPS'JM AORRD. 'S lWROOR OR LESS t0 fMN JOIST, FACE MIL 7- 1 PEONY I INC FIELD 11 PERRY RI IYO.C. ' 4. CONTRACTOR SMALL VF11FT Rll OpENf10NS AT IXE J01 SIZE. IF N9 3/B' 16/0. 10/J N IC 21 -- ROt00R SOUS--- 5/1'0 R.1.pi 72'0.C. OFTIRS ARE SROM. SIMILAR DETAILS SMALL IPPA, ROD NCNITECI AND 1/?' 24/0. 321 IF 2F I 24 24 OINK TNM I'LL S• iWFLON TO EACH JOIST. FAC( Mll !- 1 KMl 3 - -.- -_-_ N FNCINF(D $NALL BE NOTIFIED IMMEDIATELY. fn 91N►SDN MOLO-00N INN fRR NO-2 Is ^- 2' lMF1001 TI JOIST N CIROEN. HIND MD FACE Mll 2- u 1FMY - _ ---- - - -- L DETARI / RFMNI 3Q e S. PRCIT I-HAIR ENCLOSURE FON All DUCTS IN p1CXEN iMl ffIEIO I. IAGtF N0.2a-N PI VYODD PALL SHFA)MIN[. (NOT EXPOSED 10 THE YERINFN. --- -- ---- '-- ----- ----- - -- - -- -_ - __ MOVE INE ACOUSt It Cf ILINC. FACE CRAIN DARALIfL OR PFRDEOOICUTA0 YO STJCS. 1 NLD PLATE TO JOIST N Il10KINC. FACE MIL Ii ►[MY AT IS* O.C. ►I INOM _ 1/2' CAR Elf.SIN e TOP PLATE 10 STUD. END Mll i• k PENNY = Mll- AOUNONY f ENE/ N ►EMY 0t 4-I.C. ( " t. Rll CONCRETE SIMS ON C000A0 Shgll Bf pf IMfORfFD Y/S'IS' LIO/10 ' INC f1EL0 N PETTY IT 12'1.C. NElOfO VIRE MESH EXCEPT YKfRE NOTED OINGYIfF. ASIMR 115 BD'INC NRIFS 9TIN !O EOIE /LATE, 1111 Mll 1- 1 PERRY M S- Nd Z ARtMM_IBL tS� ____ S/1'A A.bRI_1141.c. >: 1. 8000 ETELIS FOOT IMCS. SIRAS ON CHAD( AND NIfCELI MEOUS $OpK TO OF 1 RQUBIF STUB!. FACE Mit It ►ENV of 24' I.C. _ N _IIMiON_.-D-DOM FRLN [Np M-S_ foal us.v[1 so.u. A DOUBLED II► PLATES. FACE Poll. IS PEMT AT IS' O.C. ofT 1-1 / of""$ _1. BEF OOYEIE. NNtOOR ONCRE. EIC.ENAII IE SFtWfLI NFLO IN FORKS TO► PIATEf. lN1E ANO INf(RfEC110Nf. fACf MIl ?- It PEONY Pl VC000 V2' COt FIT.SIN IFFORE PIACINC OF CORGR[iE. ICE _7. All RE INFODCIOC STEEL SMALL SE 10IElRf0lRif MIMOf DA CN''a BAAS --L _ - 1G DFNMr RI Ii' 0.[. (' ARI1. IOMNV S INf! N pEMY 1T OY.C,FION TESTED STOCK. MSTM STO.ASK GRADE S0. COMi 1N000S MfAOED. TM 11[tEJ INC -- _--' - "--' -ALONC EACH (OCE I 1A ►SMI It C'A.t. = MChet /OlTSID. 'LALESS 30OTNERVISIMET 3MONM. NLL SDLICES IO DFlotsR$NAL SOEFI SMRII IF DfILINC JOISTS TO PlATE. lot ONIL Z- K PERRY _ _ _ __ _ N fIMEM MLO.00YN UtN ENO M-2 LRRPEO 30 DIAMETER IN POSSIN E S LICESFD IMS SMRII SE SfC'JIIfT1 __ _ __ __ __YIRFD TOCFINET. HNEIE POALL Off SPLICES ENCI If 410C4-36. CONTINUOUS MERCER t0 SSW. TN DAit f- 1 ►EMY _OETAII / 1ENRNC 11. 5,1UC1'1SMl STB SMRII AE OLL OH. COOFNAINC 10 SA1M ADS. STgUfT. CEILING JOISTS. t"S OVER PARTITIONS. FAC( NAIL 4- It PFM/ PLYN000V2' NI FILIIOFTUBING ENAII BE ASTM 8500. CRMD[ B. jaF Cf[LINC JOISTS TO POMIt[t RAFTER. FACE toll t- N ►retY MIL• BINIDIY L fDt[! IO PEMV IT12. All YFIDIN[ TC BE EllClT00RIC 01t 5. i. VC USICC E10f1 ELOWRF RMEDBIN ' INS FIELD 10 PERRY IT 12.0.1. CCA (SCENE $. ABRICA0109 TOpY$ AS. i. NLOIMC Tp N PEDFOMED IN 1AFTE1 TO PIRTE. IIf NAIL S- N vEINV / �A IItFNS C FRARICgT ON SHOPNE3 MCNM BOLTS - - S/1•R A.I.at 12.4.C.I?. (ITT 81CMS YHFRF 001ED SMI( COIIf ORI 10 DORS MD SxRll BE INE Y0M0 I11- VIRUS1' SMtf t0 ENCN STIR SND PLATE. FACE MIL 2- 1 PERRY EN -- `-` --'- - ND-2 EI T' U L[TlEpS B' MttCM M S,RUB. PROVIDE I ICHTFO flit $[COS AT 1.1 B' SMOTNINC OR LESS t0 (MCN IFARINC. FACE NAIL 2- B ►EMY DETRII / NFARRf EXIT DOOR$ ►(R IGILDIMt C00�. -- _ _ C 14. Pe^VICE SICNS *[n [NIT DOOpS 614111t. • fNIS 1001 SHPLI DFNAIN BC'NLHRIES -y 110141_I I4 TNM 1' SNFAININC TO EOCN $[MISC. FRCS MAIL S- S PENNY PlfN0001/2' COI fIf.EIDE_ 7NLO(Yfe View BUSINESS "OUR$.. BUILT-UP CMI[A SIX$ IS trwv RT 24. O.C. W NMIL- SONMR1' E (ACES N P[RRT AT t•O.C. ROOF DIAPHRAGM KEY PLAN I 'Nt FIFlO It PFMi AI 12 O.C. IS, SHOP DONYINCS RNC DETAILS TO If APPROVED PRIM TO INSTALLATION. IYILT-M CINNI MA If Mi 20 If NNY RT 32' 0.[ - ----- ---- a MCNON Nlif 5/1•PA.4AT tl-•B.e- _ W N.'.' - MN If. PANIC NARCYRDE 10 IE PROP.ON EX11 000R5 AS 1f O.IY IUILDINC CODE S1 10►SIgCCERFO 91"100 MLD-IIN EKN END BOTTOM 4WD fD 2- 10 PENNY ---_ - 17. Alt VENTS ABOVE COOKINC ATEA 10 BE INSTALLED PER IUILDIOL CODE. ' ' ' ' ' ' ' . i ' . AT ENDS AND AT EACH SPLICE. DETAIL / AtNNR _ R Cc 'UIf F al c' O.C.ON -_- --.- - PLYNNIO -_ -- v2' NE FIT-IIN C �r Pl VY000L Ii. REHIRED E011 OOOKr PROJECTIONS tN INC PANIC M10CARf SMQI BOUNMpV (TMP.I 1-�_ F Q Mll- IIYI11/ S fOCF1 - Is ►ERRS AT S'O.t.---- -- - - O I`Q 1 NOT REDUCE THE OPENING TO LESS 1 N CLfN NIOIN. 0001E $NMLL SUSNOOR. ROOF ANO PALL SR-AIXINC (t0 FRONIIC6 _ _ BE OP(RIIILE FROM THE INSIDE Y/OUT T F OF R 0f' 04 ANY SPECIAL Ir?• INS - - ICpYtFOtE OR EFFORT. SPECIAL 10C1INf OFV.SxpLl IF OF M APPROVED AND LES3 i PENNY _ FIflO -IB IEMV NT 12'I.C. TV►E. S/8' - 3'4' 1 PENNY IOR C PENNY ' 3 MCHOR IOLTS ___ 5/1'R0.1.0T lYB.C. 6 AT 12' I.C.IN 1 / )/I' - I' B PENNY 4 N SIN►SON NOLO-ROTC FACN ENO 2 r Cc 17 FILL MUST BE CONP.MD CERTIFIED IV SOILS INCIMFR. MD APPROVED TIF10 (IY/.) C�""'"'t I I/2' - I I/4' IO PENNIt OR 1 DENOTE -- Z No- BY IUIl01NC OEPARTMFOI PRIOR 10 Cot LIDO f01 f0011NC INl PFC110N. - DETAIL / REMARK /J I COMMON OR BOK NRILS NAY BE USED EXCEPT VNERF OTHERWISE STATED. � 1(�, 10. CANDIDO SNgll 8F DONf IO ACfU1DANfF NIIN SOILS REPORT. 2 COMMON JR OfFORMFO SHANK Q 21. NA0IM74 SUIT 6f ARI0C ►Rf SSUDF USFO 10 0110011015 1500 P.S.F. /tel 3 COMMON ZZ 4 DEFORMED SHANK y 22. THE COMIRgCTOR MJ$f SECURE C1INIIR PERMIT PRIM 10 ilgD 11NCYpIK. _ 1 0t SO.C'00 5 NAM SPACED Al p•O.C.AT EOCES. p' AT IMIERNfO1Rlf 23. Rll 0000 JILL} OO_rOMrar TE SAINT of f0'NJ011pN CRAOF RFONOUC oN fOCFf UV' P,1 SUPPORTS ( 10' AT INTERNFOIRTE SUPPORTS FOR FLOORS ) toI ARN f DOIC A. FIN. FIW CE►T S' AT ALL SUPPORTS YNERE SPANS ARE 41' OR w MORE. FOR NAIL IMC OF PL VYOOD OIRPMMCM$ AND SNfgR W� N. Hit °Ill OUT'S imtl OF 1/2'1 lu" AT 4 v' J.L. NKf Si NOTED NALL$ RUER TO SECTION 2514 (C). NRILS FOR MLL - -----AO'-0' 01HE001 Sf. INFp( SNAIL OF ONE sett WITHIN 7' OF (NCO ENO OF INCH SMfATMINC RAY BE COMMON. 101 OR COSINC. INCH PIECE Of SILL UNITS$ 0YB(RNISE NOTED. MNSFT FASTFMR MV If . I 27'-5 /' Il'-A• 8..6. D. USfO AT NON-IF qR INC MOOD SU1p PMIS IIONi AI q' O.C. 1/2'14'-i I/2'� -0'-{•�- I ---�•J'_ y � ¢ ' lQtTWW . 15. Rll Slll HAVE YRSM[DS SMILE SE 2 I/4'1 $15' IM1Ct N ARIIEMIF I TROY AMC RYf MO 1M(MTAI!OOS ON INF BgtK. ) W 2 ti. YUDOY 09111ON t TO BE tPfFSISIpC 20 IIS./SC.ft.01 NO IL . �• I - /pi•1 '[ W O Ei LORD. OP DRAWING$ AMO DfIP : 10 Of APPROVED FRION T, VINDQV LODtAlT Ca. ROOF DIAPHRAGM NAILING PATTERN uJ '1. NAlIIND OF0SNFOUIfS In1NFiI SCALE, xA 01I. 11OCK Mll FCCFS. F nLL O Q <_ 2. fDCES PARAIIF! t T e W N 0. 21C OFC4 JOINTS SHALL PF CONMECIFC 6r COMMON DICK PLANK. U 0 Z I Q ¢ W !. 1d Mils SMII N I 1/2'IINCTR. '3 I � Y ' N-t I I -- (A) 5/1'HIINIS I 1215/1O L S 1/2t 1/2' I 'p'6at'}w-•��.3-•3••.•/. 1 e 1/2 7 0 0 0 0 0 - 1 1 - ON-Y 11-E V2' PU'D.OIMMAFI 1/2' FLY O.DIAPHRACM 1 -- -_ ----- ---- / 1/4' Still Plot( 214 TRUSS I'll LL EI I I - --- CAFENROUEF J - / iI II (FAR SHOE) N-1 u ILII IS NINES - 796 ill VD-Of CK IMC i _- ` NIS STILET s C1FN M. _-- - THIS $RLI IS BETWEEN C.� TOIIEI l FRONT ENTRANf--T EITRAI[F ( I 114111 SIFfI SEM - (NEARSINCLI$10S 10.IDUSfI I , $� 6laF tAj II Ufpt SIDE) I AW�A/� ---99'-10 I/2'- _ -15 -�•-__+._-_---24'-t 1/T---- VJ /SOA A INDICATES "SIMPSON• HOLD-DOWN 04CNOIS N SEE St"EDULF ABOVE FOR SIZE TRUSS TO WALL SW-I �� OD� CONC NETION R TRUSS TO WALL SW-H CONNECTION .� SHEAR WALL KEY PLAN C \ /� Y SCRIF: 3//' I--C' • SCALE 5/4' I -^• 2 FEqfh ! _ ---_ AF NO INC( S-5 T . ' S. ' • 111 1 ' SIMPSON MAP TIE 21 U. NEMER ROl1ED • ill !10,111 tyRM OIAP70R MAI NI1T21 t/ led sums O/ 1/2'41SOlT$ ITOCCEREO TIE •111224 TIE 0$11224 r/ I. 2-1/2• a SOLIS t 24' O.C. e 1EAT ARW11D COf11E1 2$-lid 0A1US • -I A 1 1 1 1 1 1 ` 1 1 1 Ii 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ! 1 - QZii Air tEAR •"�• __. .7.._ - ' •• NE-FA/ rINs4 (:: � '� /-1.7,-- _,....--•4 :�3� mote muss� �� I �. .L iiiii I Al i.• giknWll r/'-1' A.F.F. !/1•e SOLIS LI c o 0 1 1/2'II t/i•R 114• IY l/P�AiE2• •1, 3 1/2' SO. I_____---- ' I/< C/ ^� f reL 7O• PLATE r J --I'Y' KATE f/ 10'11/1• 'Y' PIPE�J r/ Lid UOIL$ '----. it d1•AI►S r I IidMll! 1/ lidUOILS \,�, • ( 1 112 `0. 1 - �; 1 . 1TEEl Cbl- ��' s Ire' 30. { s 1/2• so. ��' • PEEL C01 `{ `�STEEL 101. 1 1/2• s0. STEEL tot. --� rL ` • _- L —�� 1 / L_- (3 ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION Cc-5) c 0 ijp::;:liel, '• • T• �L ' '�- -- . .i• . . _ 4__.1 / 1/J•r u/• . M111• 1 -�1-.--!_ • , 10'51/4' 'u' PLATE _ _ cr (CirLE] i -ins,► _. f \' 1 r,-10•_._ r $'—T• 1 112' r- 'U' PIAIE r.l . • 1; lid MAILS 1 — 44 $� Iid1Alli • c �•s V1' 10. 1t# _-1'• .�► i 1 11I-1 +R • / 1---r 1 s r•. :3L. 4 -a=.�•tr�w..— � [:3 - • ; i' l I_ J :0 k: ��;ti+ ,.4"U• PLATE L- L - Mt. ' r g -I (5 3 WV 5J. STEEL CUL. --/ l=� — — in— n PLAN VIEW PROJECTION PLAN VIEW PLAN VIEWPLAN VIEW PLAN VIEW 4. CC _) GIRDER TRUSS CORNER CONN. GIRDER TRUSS CONN. GIRDER TRUSS CONN. AT BM. T O COL. CONN. GIRDER TRUSS END CONN. < CO (LS) TO STEEL COLUMN TO STEEL COLUMN '2� STL. COL. TO STL. MEMBER 13 SECTION TO STEEL COLUMN { 5'1 ? w SCFtE. , 1/1' • 1 ,• 1 SLP;E. . IrY .CMLE. ! . 2' • ` -L• SCP:F. 1 '.'2' • 1 -0' ` �- S�0L1. ' I'2• • I -D• J WZ (1) 1411C la 3:-.11 . alai • at CC - W _ •111,$04 lrA,IP •:t •Si6224 \ g i • ?6- 16drAi+S \1 p, WV :24 KVIOCD -- - ---'t1 ftittii ittli?tittltttiIf11 • •E RIM: I11rNRA.r LL / : 514 s•E4,!EA rIATE - _ v, 1 1 1 1 1 1 1 1 1 1 1 1 1 1'T M 111 1 1 1 T H ' / — Y T / Mr MN,NIM 1 . // I —� i-34 114Cti.. I tiih ;•.iS EA S'_1 \ )- �� $ 14. 0.� � �� \--00:6816 ii ii ufS j 0-11 411[1011, .....„.....c....,..,.... ....7.,./. .. 41, 1 L 10Y' I sy `� I I r \.'�, c '/� / imam, --- -�-•nH 1 . _4lire TMT BOOS `\, 1 1 `,/ s __-- ' iis iti.• ‘i.l. S'MCCE r $PACT ♦ ---- --- l�. t cJ •� �� •2$I '1: •0. 4 M1� I n•4 rr.h•.1. .- - i1H5.r SCAN/ 'iE GAIT? - - - j •__"._-_-717.-----.—.1__-_*- ‘,., - •• ' •h •AI'e11MSMtft fb:ES t- ------- _ • / . ?t1 '/P l SOT P T0/ I,ATE MICE 1 T+♦ .' T t It'11 F14.•U. ( / •il, .41 `4;MID 10 'k';S3E1 ' ICP PATES ` 1 I CAfInMublE 4 ;ONO B1 �J \�IA1M10 MOM 1 a 'i:l! ' I I Ascii. U . •- 3? 714s -1j i 1-4 ' Jri CI •$ d0i1. CNOtt I 1 • - - ��71tIMC ROOM ifUl1 1 . 1 ! !• • 1 l , . v� .; 4t W GIRDER TRUSS CONN. TO MANSARD ANCHORING AT MANSARD TRUSS AN0. CHORING tois SECTION • �- TOP PLATE SPLICE DETAIL LOAD BEARING PARTITION '� GREENHOUSE FRAME AT GREENHOUSE - - - - - r ; iClllE• 11'2' • 1•-„• fi , SCa:E. vJ' ,:, ;.F.'. 1 112• ' I -0• �� KALE I !.' • 1'-0' ` } SCALE. I l,: Appr-aVED' m .111 1• Z , i i ii i.1 I'�I FIALAC WoI.KS P1Reci DA'[e p � 3 I eeslr[PAMf: ire STAtNC' �V a W ! sD TWAT RES'I4tlC90R IS it o }, YIStEZZ AT [L(:L Or All materials and workmanshipstall Min accordance with the tr u t' . ]t1 i�PWlIG s DUMMY requirements of the' latest State of Washington, Department of v Fo „t( • 10 Ni OVER rADOPP Transportation standard specifications for road and bridge > i e ya ta �_ ,�rV/hL ty •ll►I construction and Pari i..ra:E Puri'is Road Standards. z I I apo= /� �',/ t � z —GPATEADI=Maim.• Inspect son of the storm drain system must be called for before a a s \�O. 121a.� thee drain system :n backfilled. p S '' W W ly i c , - --- - Type 1 with m-2a frame and G S. Catch basins shall be T grata unless M W 'S. (04 �� 5�- CJ1L.V. ® • �!� .,. OChlrV is! noted. Z I Jet fQl•>� �� + ._ _.,..• r UI011E71 9TFY5 Li jJ '�� -•/� _ _ /In - - j ��,�,p j, J er } y s�;E 74-1-PA�� F Onsite erosion canto' measures shall be the responaibtltty W . / % Q� t'1 t4lkolet G tyr40' .1 i • _ or the ratNKlo- Abse* k'x 5�M!rcaal tb t vent. ere31on Y e I" 7 _ ,Q1W I-s —._ s tri „ li •V A:1 pavement markings shall cr.nform tc this reqs:irements of Li a a: • �//044• V'nom. r f- .+ 2.0' •a the M.U.T.C.b. and thy 44 Amies Standard Pav,•mert w.-- 1,c P i0. • • ,1,�tt 4,,\ --ff�� Imo` �� my Whore newly constructed paving meets existing pa✓ing, overlay > WO �7' ------- --_--_----- _---_-- !__ G/ / tJ / and feather nev pavement to provide a goath transition from m r I • W� _- - j[� ___JJJ • �P �i N : tc` > `a” OM 12"t Mn • 1�G ait3.CP� - ~` N Th. r5 I �l :::::‘ / existing to proposed psvirp. Apply tack coat tonsure proper = �F .T8 r} r , �Ji�,,�f•� - I `�! �' _ 1 F W. r'.i t,t e:'l', ',. 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W E 1111 ILM N i MANUF. 991LOOTP glttlME IILCI I I — X1'11 ANN( MIT •~ [l[v. i 110 N ��M M PROP LEV 11A t 1/1 1 1/1 N/ ' ! SLAB DEPRESSION FOOTING DETAIL �� Y DETAIL AT W. 1- 15. EXTERIOR W. I. B. H LD-00 IN DETAIL } tet , 1 Ia '� r o tet . 1R . :'-e• Ii ' qS g_3. a � 0 ff 1'_6 I/2' -} - OTES' F,D.MASONRY - a 1a _, _ a •- 77'-$ 1/2' 6t•_P'. - 12'-1' -' e N 1. AOOF 3PENINC5 FOR RIC UNITS ARE BASED ON •CRAIIEA• 1/2- EQUIPMENT. EQUIPMENT. IF DIFFERENT NFR.IS USED. C.C.iNALL IE I OF COLUMN - a 1 SP.1 2'•0' 0•C,• 16'-0' 1'-0' : SP.S 2'-0' O.C.' 12'-0' 3'-1 t/2 5 I/t' RESPO,IBFO FOR COORDINATION Y/llip.RND iY►►U 9MOP S 1/2^ { K.1 i'-0' D.C.- M'-/' j'-1 IJ2'� •=V DARYINCL FOR INSIPLI PTIOx. I ` ' - I `• t. !F Of NOTE COMPRESSORS ARE USED. COMIRACION SMALL A- ,0.SIUD- F C I • �• CDOROINATE IN5TALLR110N Y/EQUIPMENT NRNUFACIUREN. i J LOGO NfMINO 3. $(I SHIFT A-S FOR DETAILS OF SCUPPERS. 001f DRAINS' a I a 0.1 PM'ITION ROOF PFNFTQATIONL. PITCH FIRMS ONO SCUTTLE. I a_64-9 1. SFf .4[fTS RIC-2 6 AIC-3 FOR MOUYTINC DETAILS. / ' t• tt 1 5. STRUCTURAL DESICN Cl 1 I - r-- - - - -- 1 I ■■E 11Yf !DAO 25 P.L.F. 911OW I I . I I I I I I j I I I y I ry �S DEAD LORD I-, P,S.F.4 ACTUAL NECR.LOA06• 2'J -� I - • t I 6 ,a i .• I � ul,. G. TRUSS NFR.10 SUBMIT SHOP DRRRINCS FOR APPROY4!, I _ f-/ ' • , PRION TO FABRICATION. I I I I 1 CT-1 I I CT-: 1. LEf SWEETS A-i R-1 C A-1 FOR DEIRIlS Of TaJSSFi 6 I ��- .I I, I ' I I i- , ' b 'a �, 0 t e MMSOAO FRRNINC. l �, tL 1. RLL MJRIlOM1Al FRRNIMC LUMER. INCIUOINC 24 JOISTS. 2' I[Al C HEADERS SNAP /E 12 DENSE D3UCl AS FIR-LMCM { - I _1 I I_ I _ I _ I1�_- L - ��' '•__ �� - _ -_ -�r-1 _- -- -� r 00 'f1TE4. :r ^ I i_I I _ _ - - _ --L_�- - __IJ__ _ - - -�_-r__ _ I I • i_I I 9. Al! YD.STUDS SMRIL BF Ij DOUClRS FIR-t RRLN OA BITTER. _ I' FIC 7 -y _ I -- -� _ 261 /N -FAB. No. TRUSSES 1,1'1 IG. 2S6 YD.DECKING 64411 BE SOUTHERN PINE 11 IIIN DRIED ^+� _ C,�--- � PRE-FM CORNER -- Oq DJOCIAS FIR :ARCH Sf IFCTEO Of CKINC CLIr �i• . -f -- I� _II I�Y/ICaI IAC1.1 11. ALL IFN SPL1Cfi SMRIL OCCUR OYER SUFIDOAf COLUMNS- N L• �. •' --�__ _ • 2 U YL gIDC INC •••I, i'�I� 'F1 -'0'J- 'F � _ -i� , i• or- - Z. F' O Z 'O D1'.j6i JAC •SUSgoolapat 12. 26 DICK NN1-12-IC aFAN 10ORD 10 ERCN SUPPORT. ENIOSED 01Oa 00. 1AUatFf � A ■ FIG YDOJ 3'- LIN 6 I/1•• A C-I C•2 tdNYUC I I - F REDID TO SUPP. - . . 1 L 1. __ _ _ SICK. IIF NONE • ■ (_ •_ • BPIOCIMC _r.�.�-`■ a • DF THE YNONPER • , - - ��--T �- f-7 • � -Ci' , I O L - IL AL60 WED ■ _ I/A'CO4 Pl YYO. 112' COC vIYND. I I I I I i ^ r-- MUST 1E 1'-a' - e DIAPMARCN ON OE CKIIC f 1 I 1 ^ la Ir IC30Lf A/' FR[[j!R 1 I _ wl O L I I LDNC.1 ' W I f.0•ATUO 0 jIC ICC Y000 o s REMOTE CONFIR. NJI ALIGN Y/f.0. e.- 1 - -T / -f0.+F0. DECKING TRUST • 1 F • •s IIOfAT IOM OM OF LOAD IFMINC tla • ■ a ■ a • «� ! .� O I I PRIT10M (NO 6-6 � 1 e TRUEST I I .. 1 LL - ' - - -- 1---- -i--- D 00 � 2R/ ARE-PRO i • , _ -- F 'l L I z I « 1 I NRRNI#C ROOF --- - 761 SLACK IN A/512115 ) -'}-�I - _ I Z iaAAINt 121' 11f DONN AT EACH IRUif I I 1 M CT-1 y - __ 1 • F-2 1v 1 • 4CUlllE i 1 1 a` , I - -•-�-_ -- S S - C-i dip 1t W m� C1-1 I I 6_q 01-1 S-5 I Ci-' cc 1 $./ 1 1 1 cc 1216 PA44PFT W AAII igANINCo mW ~> ^ 2 --e 1164E11 NOUS[ AREA I ^ I o � ^ m 1 , � I I I -_ � '. LTJ < • " O. C I� i.2'+- -i ! I •r I W Z O Z " '^ J 4 �'. _A_j o n < < F I A-1-� A •S L__�__ _1 L 1 _L_ « Y W 0. W = A_j N•1 Q m W W 4 OF COL. IIII fawn 216 RAF TFRS 2•_a• y1ITIFEN TRUSSES a O.C. I 112, _- 12._0. ____�.__ --.__ lj•-5' --�_-- a 1/2' 15•_51/2• _-. __.`__- a 1 r,.• BEAM SCHEDULE 4 10'-0' f5/0 NAS•1 --- MIK 111E TOP ELFY. LOCATION RFOARKS- y C1•I 1'-NI l/Y !'-1' lD•C /F41Nf1IQ OIL.P4f-iN/ C110Fa 11UiSEi1 ROOF FRAMING PLAN F YI4171 1•-4 111, EPRM./STORRC a_j _ _-- __ SfALEi 1/1• t'-O' Ir Jb...: .•'.�5`' IJ'T.PI PtF OF -- - - 200 PLANT� OVER 111 1/2'I/' lCI1/0INC. fafTER IO IflT6 AT 2Ot. Ii OG41NC 9/111 Vt' r-P 14, LAC WL1L 1 TO 1 OF iRUi 1A/ mt.IIITE 4' - PARAPET - 112-COX PLYYO•DTRPMI4M ' ,� -Id11'0•C. ROOF OPENING SCHEDULE 1'rC04 RNLl ANOUND4 4.2 04 ON 241.C.ALt IOF iRRMki IE 1YFfN M J TRUSSES r 46 Nam - - -_ LRf -- LOCATION IEICNI - -- _-RfMM111{ - - -- -- ----�-- } �- -- --- -� 6-5 AC-1 AI'II l' DINING AREA AIS __- - - -- ila 16C YD.DFCipY 111 2215 TIF It K'C. $NLA SO-1 LSFE SN'.) __ _ _ _ 111 INU66. TYPIpl I I SxERA ROLL NFY PLANT N K-2 117,1' OINIAL MEA IA -_ -.- IN FILLER to R'-O' AC_j 721,1' NIICNFN IA -__-_ ` I I , II ND•3AK'CJF SEEN _lE __ I� YAII $Y-N 16ff 6MI,f•S MLA SO-F IffF 6Nl.) W ; 12.161' i1MOCF tO 1S �6NFM Yall KFY PLMI I 6MENI YNiI 4EY P!MI FF-I 22'122' KIICNFN 120 Fi-0 22'1 2• RITCNFN 121 tl ii (F-! 22'[22' IITCNFI 121 • [ITEM IIft Plait Ea1 11 2M TRWI I CD Mll 10 l6O$*D.0 F-/ If'1 IS' RFS1100N A af_1 22',2' KITCHEN 2S/ JCI INC FOR 12'-G' -- --- IIIA K11 PLC. D • ' /Sf-2 22'122' C0111041 tf0 Y m 1F•3 22122' IITCNfR 2S6 4CUlllE 71 1/4-131 /1'•lil 1 Slum SECTION 7 , /1• I'-IK� S-2 I E ' a rr - N'-1• tI/0 OF FOINNAIIM RAEEJ --------- .. • 1. ..A i's • r-•-4*-1' 'tiN 31!' u•.$ V2• • •4i 1U2' , 4 K'-1 1/!' -�- tl'-N' t It•r••- * ---d---Ill'-11' . -i- f I I ~::: � i It: R _ T T � i w O 11 1• -- « w 1 O S i:ft C1 1 '17-' :Jo' -ft- I �fNTIMt O ' � j...- I • I O I 12'I12' Cont. t •--______1...•,.±._,..c'' I i r - -- -. _.. — _ — _ _. — _ .. -- - - •_ — — -- — LI 1._,..._ ) PEDESTAL I I . ; 1 • 1 rtI' u•1---- t •C' ----6•-C• -- ' --if -t' ••f-- -- I ---21'-1• -�- ♦ + L_�;1 Z i CA rri r--47-0042.51419 4/6•161P/to I � • I 1 i �- 1 ' r.1i M. 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RtAOY MerAL Woo - �--Y-- No. s x !.o• !t I n A. C%P TNLef N 1 ISS' I iPl� .. \ ♦. I OUf6 T 33 • "« - LfN1-L I t '`Y / ( • 1 4• P'RF ORNCp TUBING OR 1 {. AT 12.0.C. 1 • - 1• ---V 40.4 AT „M �, DL-O'K fTLt IAL f{RNA Tt)• 1 pR I VE-THRU / r 1:• L.Y. •� ; , 304- - 10.�/ \ _t4o.* ATf� A DISTRIBUTION SOX DETAIL / ; • L t le• a.V. f _ PtRf 011Ar►O POLYt tN►LtnL tUOTNC Vi PtRf ORAftO AR►A OF MIN. SNS100 OTA• VSfH A M:n1MI/M All J S l°VARt INCH09 P►R LINEAL foot OF PTOs IN Boffom '- PROVIOL Po vSP'. PZPL MALL N SN9TAL1•t0 YTM 1_�'-L- TRANS iGN°N *off OM O GAIALST/I P�,AN V I EW - - • - - - - VSMT A/ 0{Rf ORKfioN9 ON BOTTOM. PLAN -1/4�- -= - �difL eOr R} FINISH R0CAL e` M LOCAL FTn. GRAf1t� 2' -6• f0 O L CAST SRON MANHOLE /Y: OSIFIAL'ANDMO. P. - Caw MOOKAM 0 _w CO. tcAno. 1♦O.B AT 6•o/c PLAN VIES ■ NRssi R-ITRS-I : DI N{ nT_ . r•ufsc GRADS c-1 - (eoffaM BARS .a ROOF LSNe AT- o• •• A' MAnNa.e v/cov„o.alo PLS VIEW eLoc. PAPOR - a 1 o/r rznooY U.S./. FouNOR LovsR OR ♦'- °• ! t`E R •• < C < C : ° t`` ORA/ND Np.4 AT !• O/C (f►w. 30 LO. MATT. J� J J� J� J `• 3� J•' J - ` J` ' FAVO[if LOhOff20N 9•fN►. Tao BARS) 3/•• VASMO n OUfL{f- ROCK. -.. (9AOY ARCH. WINDOW UNIT- d RfMA7 t LHtf LK "vaLING !.• PSL TCR SAw ills ARCH. vLAN6/yHf,A-•) ■ -_ ' 2S- �IIM Lt4.► • Y LZM t t GOIMNa 1 NOTE: • ►TESL TVt 9TZt n £- 1 O OZ!lSPAfOR WTC. TOPTOIL r { 3.0 LV11f F. p _ APP{O :_ .• 9160E PT t L .. - 'HG. aRvN r0 -..-. .... PRANTLD 1l6� I • .•. • `Mt PLRVSOU! fi1C YtLLOV •• rl ' AY►R. 1 IOr • MIILL _ PLOY LS"E� - ' J �• PLAN V ZEN ♦ •• 4 • OXVRA NO.• aAq- LIP ,A, •. CSP :f ARou+o oPMsnoL oufL{; NOTESt INLef Ioot 12• Dtl Ov " N0.4 AT S. o.c. -�/ 2-h0.` TOP OF OIIAznrT1•a !HALL nor BeDs L6as !. Fzn. FL SECTION "A-A aACN VAN 'A" AROUND) I GROUND SURFACa. • • ' 1200 CAL. 2. ORASntIL{ SPACING f0 Be 4' MAX' on G{N'tR AND A TOP of LONG. APRON pIN►NII ' •I CAPACITY Di9fANC► OP t' MAX. FROM fMt Camfoo LINO OF aWfeR 40V 1. AT ORSV6-THRU LAMS 4•X1. 1/4 V.r.:•.- ], pRASIPI►LO LAfLRAL9 !MALL /Lope NOf MOR" THAN D•fSTISMlTSG COAfLNNOS ON S. PLR 00' SIMS! Z! 1/!' TN 10' MAX•) 11 . 41l 411 S.. eOTfaM ANO KL /fOa a. �.:..... . ... ... r fI1-ts• !LOPE RLPRAI SLOIa 4, T,,Re MALL e6 A !PACO OF 1/.' DtfY{6N kNOS OF `,0 ` i, 6YC ATt�N "A-A" 1 5. T,&aa /MILL OO A LAY1LR OF MTh• 30 POUND BITUMINOUS SECT I ON "A-A'• SAfUftAftO PAPOR (OR *aUAL) OV'R TWO sPTHANAGR D4'Y11CM • _- OLOCAS. SUCH PAPOR !MALL NOf Be LtS9 " NOTESS M AND AND of lSACW SI , OR MTM{ JOINT SCOVSM T SWALOPDa AMORfARlD � Q 06lfON •• DOWN NALH SIM, Oa TMT! 19 I• 0 ARE "120114~ POR LIN PaR .aOV► 1. IR►GALT UNITS AM APPROV{O FOR US► PSM AOOv{ 06 SIGN Af TOP AND 4• ASM M 'ALN 11Ot. oArftft Wlf fSMS ON SOTTO, AND ALL SSOS/ ANO o11E"/LoNa. 00,10{160. A2'A SHALL Dt COV►REO " Be99*A"oO DALRFIL 1 ' -.• OTA• % 2' -O• 2• •ZfUMAli1C coATING ON 00TTOM AMD ALL sTC•s SECTION "B-R ' • t• fNC TERMTNCU9 Q A OLOCK LSNt !HALL B9t ALt0 B' 9iL. DSPC FTC. A�Q�ML.V�)CACS MALL APOUN IP ROAUS"He"fe (eXf"RloR ONL-T). MORTAR OR DY MORTARING A CONCRLTR BLOCK ACRO99 /. a TMST LT Af1DAR0 yfASL. 3. LOCAL /TAmOARO COOS MALL APPLY TF Rag11R{MNf9 �• f.l! OP{NTNG. ►XCe00 fNi• 91ANDARD OOTAZL• SECTION SCALE. 3i0^= I ' -O" DRAINFIELO DETAIL (ALT• l� pURRD POST O D/T WINDOW �1 CONCRETE ENDWALL • • ^AP •EPTIC TANKj1 TYP IGAL OIZEASE INTERCEPTO�Q NOT To SCALE JFr 16. leen MAR. 16. 1063 6cALE• Sia^PI -o• Jpt 1. ld. t•)•!`J �• \`j TO 6CPILE Jcw. 16. 1003 •• S':FiLE Fi5 SHUwN O NOT TO EOI►LE , SON. NOT f BFE ' FTNIM ORAOe ___________________� See Hof* 4, 12' -0• !LOPE ^-- , Mf. C-1 .-__ --- H S• O.G. et• MMM/LS fYPa •L• TT MM•LOC PRATE AM f0► Of -- ` OA. . "4 PV'LT I/.•/f 1,19E CPE (MIN. ) I • ALrLR/D.0 MNT •M.I LOVER Y/ OASKJIf---- REM. TOP KAD IN t'-0• LONG 9CCTZOhS. -- VNO/ =OUNOR�• NH /• O C Z Ii ca EOG! OF r1l fF Nr. _ IS O.G. PAVEM►Nf6•G.i.� J-_--__------• 1 ', • •' ------------plRFORNURING OR 19 TLk,YTNI°•.SR 1 I ____I I DLO'. TILL IAL TtRNAft). • GENERAL LON'RAL1pl !4• :ef ♦ 65 SHALL PROVIDE ' 1 L---- J• ��----_ J.-_- , 36. STUB UILAL CONE. HONORS 1 D 1 _ 5rue Up. SOfAUL►RIrIL �� dfSSIM aacw E •� / I- --- ---------------------1 -. DI STRI9UTION BOX DE TF2I2 I A > ---- - FLAP Ja OLOGKUCKLS ` MB/NO MAFPZC Y 3/4. ORAS" PIa" ROCK - sizP409e. PIPS fVPL VALV{ •., tLL•O V/ fdySR U.S. PZN. ORAOS. NL 't-U.L. POIRIOR MA94t0 CONN' /LIS• • SNVMT. I �/� CONC. aVMY L P•Lt{{LIORY Nofa 4. Mr C-1--� LNL►626-A vAvao cow. !as aRAos,G vL' I80METR 10 A >o• X .L• I.0. ,J v PLAN VIEW j� il°tfal6eLii- I:• Iz• _ !4•)<t•• S.O. PY,•T PLUM V/CO»R NL{CfLO DJ. rA _ ye1lTLLAL aLPLf rSON V/ TNf►RNGrTd+ ; �+� LND LN y tt TM 24•x24• 94• �O - A` A` .. _..... , _.� _.. ` L -__ Y/1/t• OAP J 'r_IT , N WITHOUT MORTAR • AMO M EARS TEM/. « HTO\ 1, . . C . . t - ♦ 0 0' qr AT It- O.0 - ;; C MANUf ACiWttD DY ACM VTLtY CORP. L• GOP1G, •� -O_ '�Y, OOLK Ly C j g T pltC T. C 0. ASM _ �:.. _. _. _ - SLOGK VALE T- 19- LIMN E-K• S'%11.5'Y12• PSL.SA ES .31 MMS 24x0 CROMMLtAF• ELK. SLLINo%9 6J0o6 ♦ AI�L�LfM IMT. _ �J !.S GAL/Ff. CAP. 1 PMOhe (312) 364-2230 3 y SARI . PLR SIaC,S. e • t 1 K• I/ -1/♦ YA/rlf _ Cp1fINL10US TALL AR T N " - O • _ • aAR/ • / ter) . 6:R: f ; e; L;a: ♦'wK ARWAK� r3�QTION ••A-A.. 1 a PLOY Af •• a/4•-!'VAIH<D. •L' t• d t O.C.TO 10 77. ♦ ♦ 7- 7 BALLA St ROCK_ ._♦ • Jr J� J•' J� I'' , PST.) 1T-7� = is LIZ :• Z400 j AT a - 626 r ♦ • • 1 A }' T ORILLON *A 060v.- WL_LON � '• Y !�/ � •�OS♦` rwTM fA•H � m .C. 0101 IN0 J� J= J� J� 6VT 10 ; rPwM: NOTES2 aL. . R, 's O� TstNJlc l.�NCMZOMMe - �.XAOTRt�Genf a1F(IF 16161191/ 1. roP O► DItA1NTSL8 MALS not OL La/! THAN It' B6LOY • !• YA/•EO ROCK - DZSYAO "PACS. /• aMS Z. Ca ileo /PACLNG r0 ea ♦' r\A%• ON G6Nf6R AMC A I 11 v SECTION "C-C" SECTION "D-D" AT It O.C. OlsrAnC{ OF t' MAX. FROM TNS L►NraR LSr4 0► auTM ROWS. I, II / M SAM 0.C. 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F INTS"t0 GRAD{ Set NOT► A. ►%Ilf INC ptAOt PAV{6ENf - i DOLT• - V/ 1/1• ut = J PAVNaMf AS SF LANOSCAPOO. Mr. C-1.- • 1 Z WEAL SGRLV ' U /►OCT/i►O See Moil .. ANCHOR Lw TO- - { ♦ 6•x/• V1 .4XV1 .1 Mf• C-1. V DA/IN VALE V/ Q ► W.V.P. ITYP.) / ' -O• VARIL! E VARS{i_. SOL'SO 9 � •%1/•' lTt62 /-� �� °C 3000 P.R.Z. COf•G. MLO. -C a NLD p - a ` STRAP. -/ of{R iOC'♦f9G�DIM'!. _-� .I V ~ I • TH. PV 0.1. .I CI « �' ASSN De-IASL Ii.' -- 1 0 ,0 2 0) J` J •i. 4 1 i Y- • �i� - N 2 Sal Il J > s i;a• _ Is• Wzos X ta• peep "�� OUTLET TRfiP _ % -X- x• )` �PROvlRTY LIFE • • ROCK 2• C �- ,♦ SCA1.t•3/4•PI ' -O• J� J 1 W `�.. I.,.i.i. fatncA LLuw .. .. • NL aiTa Al F%6f►R ►AERIC > . Q W t i •• 'MwAL TLD iii�A]1 ALL AROUND. ,, N /rAeALzl{o BASe LOURN AS PLi1N FOR ;t,1, . NOTE$2 V /L ,AOL ` IC lPtCIP190 FoR OfM00%,z ats. GIA. MOLe fN _ PAVtMNf. •i•i•,= MLo.O PLATe. I . fpAv TO ee WACO Of 22 GADO♦ SA1.V• MT. IETAL. 3' 0• l" COMPACIWO 111 NOTESS vROVSOL 4 C.F.► OI 3/4' z. 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VPRP HO(.Rf -..1.,'-:•. . ---a---- 1' -- 2 a� •'r MIIM -- (le' SOLEI ' , It'lt tCM•p0A lZOrvALK) •i-i,.:- , V*R ACT'° FILL S G - i •T '� 11 F I V/ TLf.R MAt.RTAL ALL . r•Y'�.�T. :11- +'� ✓ � 11 Mins c11� F - _ y w^-, � 7 `1 � / AROUND AS PLR SPRcf. f 7012 SOIL 1!: •t'' 'L S�-' +'.1 I M�RfY LTNL CTrP /• MINIMLM Lt/1 QI'�'/0,/ X/6 - 'T. •t'^ ��^h'rl' { c` c` c` e` Cy4`, `II COMPAC1SO FILL COMPACT.° FTLL •M4," 1 �1 •� r•. ti 00'00•.. . . . ��J' k••" �•��r�Q� 1 (p C:1 6/40/2X/62 WOO •P-f.Z. URIC. r• :::".••>:••••,. , -_ 1. ; ! i ! ! ws /Pscrrtoo.�i-'�s I eon DOTYOM e .. e . e` c • c; c; s`II �� _ I}w GO•+c. 616/40/1x/53 SL.vAtlan• MI6 I lei 1 ;� NOTE: Mo+so. I. CONC. ft-A6 IN PLAN/SAS 0 CI 9/40/3X/54 GRACING PLAN s•♦ 1!• fLOPID AVAY FROM SLOC. V!2• P.V.G. VRRP t.t. 3• ON •41 NTS 74• MAX.. GON6/. JOINTS JO' MMX. - HOLPS RUNNING crew DO. 1 AT 40• O.C. t YIP. 4. Flo WI MOS 4. Ore. C-I CONCSRI'IZNO FIN. °RAO•. CI 9/40/4X/55 ROOF DRAIN BUB9LER F+L•AtVTER DETAIL _POOR BOILS] (n - TA N WALL TYPE li ) G19/4J/2x/56 TRENCH ' 1 • CCI T IN PLAICE ) ® Z 4 I- ROOF 91R• - 1 • -O- JAN. 1E. 1083 s LAN 1 " R -Q" _)FIN. 15. 1693 Y z I- lCgLEI a/e-�1 -O- JAN1. li• 1� SCALEI 3/4-=1 ' -O- NOV. 15. 1963 J Pry. wL,s. bs0.w+s • a -11• Mtg. FROM NQTESE PROVZDS SO4.•ID 2• 4. A C-I yr p��y•�I Q ~ MIO.• 0.A, TOP co«tZM1U0�IA F,srAs,iCAfrp TYPO •M• 11• • J•XS• OPINING COV., I i r __ --- ', a 1.9 cr MOP. '.TM! fNRI) CURB 1 AO►�tA'La IEA° " •G• .• • Z W 110.1 eARf Al I►•q.1.. 001K VAYs !• _ 1 • FOR SOLS NSTCNr sr* C•IART C19NCH /RAM! VZTN - - . re 1•x..-c►......R R4R111A1 VI=N 010.8=110 PARK. - - - r� I. FOR LOCAL LzorranG COnTACre Set COVSR. MAMarACTLMsO DY LOTq11 �. �'1 R 4• J 1 �� RIlCZONAL CONIVPUG1 ON mot FOR f0fr ,LSVI. R.FLR 1lenAN MANUPACTURINC URI- 7:1515=i1=-11=1-1=:=11:=1- ' 0101. Q (= Q1 /IN.CRAG. f0 TNZS POINT C041ANY. - _ S- -- r:• 6t.• V Z• • NAMES ANp .•f�OiR.IS.fS 1.0 T! FZN2sN 1 II J. ewf. To t'.0• sOUAFI OR =•_0• P •CLT _--0• 1 AC1Q10 • VIII , - •-'. Pi.�. ilt 1p; 3 Or.Ar c! Round e+► i FRos' .0 _ _'_ �3 I' I 40WI ,- , , ,' r4LLt 'Al _ t` ' ROOF .. ti. 40 W �•t ` e=e '- SP•Gsrsso. ±� �, j4•PVG WIMP ' i i 3 • M 4 RA•-I •X41• LONG ANCHOR 6a,T. ri.•0100. P0;rw'y e - : 11=11- PROF SLE SECT ION 0RAZN `' Z • VTr.I L.VRLZNG NUTS AS SuPPLZtO T,•t'- t,+ P -w r,. • _ orwzr4SR9 , 1nI Z W LL N T e e e :k :t:4 :4:4: -II • • MOl,as A / 4 3/4 VASMILp C♦ ♦ r,, , r, r 4` 10'O.C.I :� J� j� RAC+( eAC•II111.L • >t O• LTG1ItZNG M4FG. . j.. .1... J. j• r,„ •.rwrP. 1..••1•11... ice'0 J` .0 J` 11= • '• II TIPS N TR.nCMI FRAM! J 11=11 ire• L•MIGTN. _ rzM are !•• • :ti=ll see � - ''""'"r''•" �.t.Z."'^" 1=11 ' 11 R-4v/y-ex DY N"NAH _ - NW FINISH GRAD, SSR MWfi •. .110.1.-1 ` -` e•• e : e :Miry^000,0^ �rwr'Y�tYr'' .`1� e` 4`f` -11_11=11=11 fOUNO,Y co. /AVS + •Isll=11=.� CpMACr.O FILL ,, ••r' •,t .0yrw - - . 11=11=11=N rePACO OF 1 Z • j` j� J.. j� _1,41...0 tr. •r . i J j 3 s.. tORFou 1puwc) y+ iN W C7 Q -MI -11-II= 1=II=It=1t= i .: ' It-14'' .r,.r xwT• rA - =11=11= >M _ 4-MO 7 BOOS VERT. " Fit^. + rti r PINION/0114EIP0 Q 1iu -!t 11=11=11=1( ,P'r. �,•r.. ..,. rrrw��+ti • -11=11=11=1t= c. W 111111 - S: '. I! 3f4• 014 sLsc., c0Nau �RGM D,OG. =II=It=11-.'•Y:;r;`r �I ^'�:".�?,-,�,•11=11=11-1 ii"D.YALK ; - ille e I N I U O NOTES: • • 11 STUD UP !' 463V. OP - - _ _ _ COMPACT.° , 'II 1 - CONSTR. V/3500 Pf% t• oAY PILL ' - t•XI• i 1-- . VAT•,%C.MlNr RATIO. •' ' 3000 P.S.S. CONC. OUT1.•T PLM ��,,�• ' - \s J 0 -J W t•x4 Y� -I I- cONC• Or LOV _ _ -n0. 3 etas AT 1 Y• O.G. COOpTTOM mor III'. T =ORM S1 VSR ! + I I ��1. . 1 Rw , Q J - C. IX,ANSION JOINT• '1%' MMX.. ! SLOP✓t g II''• II 11 •+1 iii 0 .q •r.4101 -: COST. Joswfs 30' Mux. r ' •moi 01.=14 OF 0410. Al ReOUT_RMO OY FOR saYAT%ON A' ;Ii =oral isti 11,21• ��.�` +�• Q U a Z I� 14S•S 43.• fNo SO1NOTR4.fMTTNCM,S' W VALE. fTHReCONDI T RSMPON9ID[�STY OF COM014 IRAr,rOR, GAA°TNC PLAN r Y I f3ECT ZQCL'B=.a.' ' CONT. I LONCRRNING 0114. 018[10.• TRENCH ORA I N t PREFORMED) - RETAIN I NG �JALL C TYPE C ) 3 .rte L I GHTS aCE.' 1 - 1,-2--1 • -o- Nov. 15. 1983 e 110A ROOF t�F�A_I N F�-yME 3 O SAN 4 I Y 01�AN-411T R1 "6 SCALE: 1 ./2-= % -O.- ..)��. 1 5. 1 863 FIR SCALE: 1 "a 1 ' -0" >Ar,-• %S. 1 863 NOT TO GOALS NOV, le. l �,• 11/ISI113 SCA�Er % '4" = 1 4" J�+• 15• ]683 r ' -- ---- - -.•.., -...r.e.-..r+t-+`.t.rr:. _ -..,.•wli+..n•w1"•w••w.-s•. PROPEF'a- ! NON-Ek+RUOI NC P�.'1'.�'U' •Al, 7-1 /T'Y2-�/2• sfL 1/2• 2-1/2'%2-//Z' 9T6,. 2. aPAGL V- 12' MINI MOTH VARIAP r .TOSS STLFFN{R fum aftri, L"Nk - PAVM•f Dj1�lOLONb REFtF EXPANSION JOIN+ • t - ALL { DRUSHEO F Nf M. -6 x6• III.' �•- -r- •--( ••X f•X INP`•' IV4'X DrL.L Ir 3. I.G. a I I S f0 iN2D ►oI14T 6 f"fGK �� tt _ • '{1•,�''- Y I 6• ' 6GCpO61ILL O/f ,ti .• PAYttlNT -_ .. URF ACE 11YP•► //( { FINIS" V,RAOC alA[/ACt -. Alb DASR V.Y.f. ' 1-_afL• 3' Lal _. _ - TTR TL. VALE V/ ML "Ort •. 6 xL•.Vz.fxvz.f _ 9PeksFILD / .�_ �' tsa' 'iTaCL-"Pf_ I S"T. C-I I • 1 • •RAOTW V.V.P. 1•R _ - e-N . _ 1 IA!�._.I a/,• ROL DOL-1 a/, LAc Dar A. Lc.. Ln/ Dti PAVM'T LLLV Ar IONa _ - - _ .. 2 * V LAR VDLO ALL AR011t10 s I _ 1 ALL AROUND CATs POST. Oa e. r �'�l/ �ys�Et/�` TO-T4M!•t•^---^ bOG. �1 : ' Li 4, ♦ w _>♦ / - - PMKIIVG a l FI nORN •� 41 --t • •• ` f.. 1 I/e' GAr[ PODf. Y 1/t•. A.t{4RODE LOT TURF♦/I``t % J3E a --6• ,• O ri r v[LO i" • Aa lPLGZf2e 45 T,P. c t COMAC fR1 ry{LO.- DCT" LSa 3Y' J • ` a . " pAYtL DOIv : C : PKC1IZs0wlap� ! E $• as a . a1 "CKhI'�GCSCE VALK NOf • L q : AILD1 - I �L ofARIL IUD i I. _ RE OUIREO YN:Rt VKK ADUTS 7(C : < e ARL Dk` 1 \ AROUND , _6•%6•X2/6• DLl•O. sRUC Ut. CXPAhfoovzco ♦ - } \� O6•x6•xl/s• IFI 1 11G tXOAN$fOh - L _i ' � __ - �-- O CUSIO* PLAIt• TP, JOINT AGINff 9i11UCTLNt.) 1y.-- _1J _-__ ' OUaasi OEM{ 1��1• ___...._.. .•1 - AI SL VAII LORAL E }- l ' A" FL pNL.r } 1 NOTET ALL CURSING fo Be 6• FIN 4 I. OSA• ALL FOUR �"DoV3/4 DROP I OfA• ALl FOUR rtio - 3000 PST to OA, ` p WaI_O R3 lTYP1 •^M CONCRtft. ♦ - PROVIDE ORDF, r' \ /1• _, 6456 AF 5PtCIF 3E D' � ROO �i,•�� LC COR[!Ra ITYi) - SMIM V6L0 ALL MLO ALL N ML OETASL TOP O! kAO I I AROUND •�^ BARB I CURB T. WALK C BRUSHED CONC� w SL�L, a S.M u AROUND u Y z•'i IB " CONCRETE_ CURB - - - 8' n 1 E•� JAN. Is. ,ae3 AeovE. ADDY*. SCFi-El 1 '= 1 ' -O" t.�t .�+s �e nr[eru 3/4^il ' -O" OialE ELEv. SCFLLE11 "= 1 ' - 1V!• -A Yom.'. • ._F: 1 �r r.. :_ . 4 �Z EiRTt fi QT ZON 3/1^=l'. -O^ CL/•,TH 6.LEV` z :Ci IAVM'f DIM. 11LfM OUR-O-VALE I • f0 ""r Z14 00 STUCCO FfN15R /_ Y• rIORL2. MfrP. ^Y. • a ' FWf«• WITH TOP Of CURS y -O' MLN. f0 -ax TR1A�0 G^NL. 66 fONCRL f{ IAPB DUNS`.OU+• I -- 1/Y' fNLGK ..I ••-I z z CURSING. tMIN. ]000 TRE D{TAIL/�\[ CORNED 1 iIOM-{XfRUDi {xPANaION {xPOKO AOGRLCAT{ IBJ • OF C V JOTNf AGAIN T CURD - 2-I/2•x 7-I/2 1 • P.S.I. CONC.) I ppFF NRrAd I N: t-1/t•x 2-1/t 1 • T' apNpINO ASSN'. f I N/b AC:NtU - PAY PENT - __ T STL Tubs HL flr$ OPZVt• --�� A• iNILK "\ C. FRAME DDRRZ LK t - \ GA1s rRIN1 7/ MIRP/1C► IrYP.) �- • DLOLK �`« l/LJ LANs. #T f,. cO.unre aA6 N �i�L Das « i�Lsi+ins PAw►bfNyT As - r - GRAvt EAC f{D �Ad aPaC2IIDD /f• LG. t[• LG. O 0, 5"OVN - _ '- t t a+ PLAN5. f AR IVIfZOT1 a T 3` a 3` a•xa• V1.4xwl.4 11 MAX.�• r ,. SL ovMA. I• • < c . < , c e: ^ V.V.r. N,►J Q c" ab DAR VMI. C.oMACTtO FILL h OM WRT. BASS A6 I --� PAVt MtN' -- • CIA. ddALV. 4 41 AND BASS A5 ) ftAEDARI 6' TL. QAfs P01T _ L+ ihifH60 a J` 3\' J` Ja Ia Sa 3a 3` a SPOC1F1SO I {p{CIF ZtD C pLTAILO �I��rr•`y� /ZLZ77;0 1-I/f•X I -I/1'%; COL�CAfsa GOaf ' GRAOt ( t: 4• t: t: t ••Nt2L/: T t (TYP.) LY1PPLO ANGONG. /TELCO MQ • -I/2'X1 -1/2•< `' Sa Ja Sa Ja Sa Sa Ja a` 3 •� r R 1•- f. )/16•x 12' L0. GAIPLD A24. 000. f In 6•X 12• LG. d G•� ZN F1C. t . {TL.4 Yt LO IN riG. t4• dM. StL. 4 vtrD NOTE_1[a -{ GAf$ FACIL KL AROUND ALL AROUND or 1/z• PGAT. FACING PANEL n 1 . DONDINC AANT I5 TO 6t CU'DALK ASPHALT GRADE RG-1O •• SARRTER j!r,,URD. MYMPZL 6O/ 1/2. OL,VO. 50H 6pNOING TO ASP". CONC. PAV6LEN1- Solt OLfAILU 0.YP6PZL STAIN '6TIL 1 ~ fLXf1ARi 111 Y/ « Yui 00 • VogtBONDING AGENT TS f0 6t EPDXY 601fw ON CONC. PAvt1•f NT. lJ AND IXN CONE• VOJC 1 _ I*%" W/ STALK 611E \ I, CIR6 if f0 6{ MACNLNE FORtASP" AC TO SHL DSM. lH?I SRAM V/ pLVMP2L ANO 1X4 CONT. MOOD ,. CUpS. LONE. it to zt IN RLACt A MzniMM• OF 21 DAYS e•• TO 6" CURB TRAIV TI NA. T• WALK 'T CEXP. POOR. ) 8 STAIN {TDs• 1L TRIM r/ OLTMP 6. $t{ NOTE 4. $Nf. C- 1 COMCS RNING iIN. GRAD&. 16. 1043 NnTkRLINt Lf AIN •701 LLNt{RLINa GCCLLEI 1 -= 1 ' -O^ �iAN. 1 1 9 sCi+tL-E• 1 "=1 ' -O« ��' 2-1/t• fOUARE GALV. ` OF SiRUGtURt pi SMULTURE EXTRUDED CONC. CURS GALT. ) 1 DTL. %U61N6. 3/16• PROVISO DROP ROO 114• t t-t/r $GUAFL 16' n !C Er S I=1 1 1 a1L.16rms ]/16• VALE 30. ,OE DROP ROD 3/4.6 M VALE G/E FRAME 30' LONG IT CAC" GATE GTL iRAlE Y/ gyp• LONG AT tAc" GAtt {i E , V/ OZAG. DRALiNG OZAG. DRACING O WALK ,AD a/aCIIS$O :a_.`; \ PCaRT• GIa TE PLtiNI 3iA"= 1 ' -O" Fltlr✓S t!T_ RAVM'r 01E0N91da9 ReFtR 6• .p• .1 1 PART. PLAN • OATS 9/4'F1 -O^ FRL'•VO4t LL3IT. pRppLRf, 10 THIS POINT O• EQN. f0 PRCV•E/fY rjM! - LLSAit ;. - • D. % •1• ONL BRICK LOUIIM AS /p K W / LIN{ 12• MIN. - 3-ND Rn CON s N R LAP OR AS LODE RapU1RL5-_ %. LK VALE 0 [ .; �� O� Fj/6• STUCCO L0 FINS SN 11,1. LONG. +ft /1 • RADZW 1 ' 0.011.4 i• • -6• �T•D/4• CONT, URS �. NAIIplA2L v0 StL= f • LONE. 6LOGK PALL DRAM Y.4 FILL NC. z • _ Y/ CONE. •' SNICK I 1 MINIF.YALE "ORi2• • /-I ' • t -_- , • LOT auR/AC{ ','r C0141. OF DLOGK AND U,oSst CRK5 _ 64 ZtRs. / _ __ ' ................ TILL CELLS V/ GONE,- I ,I • Q (� 4. FZiNZ$N CRAOL - Ma NO•t . .IE• • + I 0 1 Y .•• 1 -�.. O.L. _ _____ 6, VERT AT 2 a• O.C. r T i�pN LTi`PA vM'+ Ld vAf Lpf3 •ONG \ i r SURPAVF AIkCff gLEVAT ION A FOIOT FOOTING $• B6CTION •'0-R" AND AT ALL CORNORf NOTES{ I xn RLFaA f0 THIS TFINIf" !Dag or' I SLLow fop OF 04 DOWLI. AT 2- -6' O.G. 1 . DRTLR NLINa f0 MA1GN DYZLOfNG I p DOME �w POINT ( DRAM PAV{IENT ^ PAVM•T AND AT ALL CORNERS ON A• CONC. OLOCK WALL. • AT t'-D' -v _� PARKING i�KS11a Nofa ♦. i� { p• ! -6• S' -O• FA" OF CON.. LAPPED A MIN. 1f•. Ma MLTION •A-A• FOR OLf As" O.G. C_ 2 K ROD$- - LOT a1MFAL! t_T� G-1 _ � - ---*- GIRDING at VALK NOT•�.•S•t T. 6• CONC. AAS V/6•X6• CONf. t= t " c a AS SPSCIFTEO a 6 I VZ.Rxwt.4 V.V.F. N - c c` c a` -DAM AS ` a` a a a as a J Sa Sa ,� L• EMNOIlA2: f0 Y 1. s1UCCU rLNTW 10 MAfLN 6LOG• A. TTP. VALE FIG. 10•X16' )• 411 in fPLG 1F I{O C • c` < . t . t: c " t • t • . <` t C - • •1 1Nal A"40 046T Z/ ON D• LONG. DLOLK `ALL• LONE. 1.TAS DOT. 04INF. a a a r'.- ROOIITRLO D, .00,16 COOL, Ks MCTZON •A- OR 06htK8. -.c 6� � ,. 6• CONE. APRON r/p SARs 16' Q^ RI 3 ` as a 3a r a J f t. FOR D-Aa /2142804!0 GRAOL$• s _--ftADiL L2e0 -� �1 I r� ppR O Oat. Dt• O.L. 60tH VANS. •{ I T {•%$'F� EUDGRAq • J 9L{ GRAOSNG PLAN. • -•i S. FOR $LAD ifNfSNtO fFA()t5• V1.4XV1.4 AS SPSCTFTLO '\ SI �� NOTEtRAM TO CONTAIN )• ALL STttL FINS SHtS 4R1 got��j• 6. ALL GDRTOOL FINZGW*b ARL 'S • a•x$• V1.41(V1.4 W.V.r. TO a{ P•LLNf{D DARK BROWN •'$ , W%W. f-140.4 RODS TNRU T�'' fO MATCH 0LywxL St AZN 6106. MSE ♦� 4P{C IF:EC YrRJLSrOO t PAVE••h• -! •• fxf$IOIIIG 1Nf0 FOOTING. _• •• : 4 TO aL PAINiLD DARK DROYN •• MIN. Is' LONG. 61 lL S. ALL WOOD FOR GATES TS TO 6E ._ 10 MATCH OLYPPAL STAIN {TOO• ••, NOT ALL CURDTNG TO 00 fACfILL YARNING AS POP f r' ALL WOOD FOR GArt9 IS f0 - d f ti • 6000 Oft 2$ DAY • TNR ,_SOLfso f0 Wf! FRA"t Ip. • 1 Illiii CONCRsfE. { • ' 1' •• � ANSI 4.24. WITH J/s• GALV. DOLTS Lplf. .1y_.,1y LiPnO rrNNA-DOLTEO r0 SAID! FRAM • 1 •_-�--f Vxfw !/V G46v. D•ATS MIT. I -4• Q h f PRECAST CONCRETE NHEE STOP a OA AND NAROWAM. 1 6S ROO CONI . TTP. V.V.F. ,1110 NAR011ARL. 7TP. = a d 1 6• 4. 1. 1 6 ON RAMP-EXTERNAL' f1 /�� $CFL�EI 1 ^. l ' �N F Aacl" 2 z•'ONCRETE CURB �tM scFrL EI.1/a^ = 3 • -0` JAN. 16. 1683 VJ - 'TION ^A-R\+ s!.^ =1• -a•• � .cr_TION ^A-P^ 9i4« 1 ' -0" O d r - 1 - A. } - - -- rdM. RtRM _ OrM. As sHLMl,01• Pl.`• YAo- As aPtL TF Za D- 12' -0' IL' -0' 11 �: L' -- _ PAVLN►Nf DIPENf30N4 A f LO,r Oi RAM c---•�I ♦� . AL 0 "Ak �'-1 - r RL/LR f0 fNzs POINT ♦.XV F1.7' 6Y• .0• CLIAR.t! TO !E rL1UM F I -. - W Pry AY •wnVN DAMN TilI RUNNIM; M'� 11 NA6(MA1L '1► Y/PARKSNa II 11 - �I1'-21_{`1}--_ /Ror6Rf, LTftE`1 1 '_9• ON 4lAn1N(: IY Ah p .LOT SURr I . •�•� Y Ery( Oh I(1 1 4• (NICK O SRR Ot'Ail ASOaf. `ee 0{f AIL LSO S t' -O• /L U5•I YI IN "%- I ��_� i`.�T r 1 Of CURD r 1.a• /ArGVfE I� -t�-1 L N - 11?'R �• PAV•IE.Nf D/4'R - $f M AIM ..IO1141 l SYR.. f01 a� 11 _ L -TMi CKtrID f l TML' 'OF 1 I NEpTs ±O! f•R 1�4HR PAvt1AENf dTAi {OCE iTG, rONc. LWRSTNG. � - `y 4 CLf 1 OF COP I ` r SIT, L.1. + f0 TRI• j alwrACE. A6 '1 INlN StT . 11 .n1 L<xl Ei SECTION "B-B" _'1 GAft$ G$aL a ,�^� 2 �Tsa lKs POINT SPF LTritO l " 1 Iy WfAA Awa y VAYt1•Ml 1 NORTAR a{Il �` /• .NAIL ADOYR II i I 1 a - NO TEs weimoIL 10 OR # r a� `cy . .1y-. "• ISAft ` - OA�CONC. 1•: LNffALLLO ONE, 1P ;.-• .• MA1tR{o CO LOCAL. LOO$. DAR A4 .'`•!. • • a v f• + aLFtR 10 dr. )2. �• - r [ s Sa J•' Ja aPl Clh ltO • _ A ]' R r .'r 4. ty t: c . < . c �ca� ;�• Q YtA A`ft0 • A f T L m l - - 1 NOTEIPAMP o.CON ALN T • • NOTE ' a .•' a a` - .:� I ^ I I 6 x6 Yl.a%Y1.4 V.W.F. - r. IES' PAVER TILL , ! , G c . LX"{NOL NG INfo FOOITNG. N So MO. 6,• a as as a` a - CO•PACTtD F1LL / O • pjPt c. sILLRtD POST LONGSfL. p % FLORTOA _ / 9Pf Cif IED SR1LK AND - is -TAGTLN WARNING AS / NON•tX TRUCZNC �: . PtR AYfL 4.YR. S' -O• ADOv! S1.wD / /fA62LT2k0 9USGRAd J LURE f C{1f TtR f0 Dt �,y11 C1f Y. - t%0,1"930" JOINT _ '^. - - TYP. GUARD POSE 6' l2' -6• T1•IEDMENT)-f • A$ S4ZZI YED MIN. )000 P•$.I. LONG. F1.0moA IAhD v"t RE NAL• I S'L. OTO! TILLED f v A6UTs DL OG., _ T• GAPED V/GONG. S' -0• lal)) TSe-f%1 S' O• y%. -a• 1 _f$' - ADOVS, SLAB l2' -•' W( _Py�i1N1 3/16^=1 __O.• O" CONC. CUQB 16 GUTTER EEaDtENi) 2• '+ CONC RAMP- I NTI ERNAL �..� N BC 611 ^!"114-O^ 36. 169a\ L / PAVER TILE- WALK _M^TAIL l a'• - 1 _0•• >aN. Ss. 16e91U L.oOR FELw.1 3/Le 1 ' -.4- Is _s• 6• JFV.1. 16. 1683 / f'-G� Z 1/1 6' 1 • Y U) O DIN, Parer- To-f"zs POINT. _ -. par At SNEJ 4!! PLAN FACt OF YALE ♦ ♦ _: I - _ -- ---- .9 W som A PAVIOWNT we OR GIRD. . C \ ! L • RM•-i' CD r ' _ __ __- - &AM FOR 6• d J DI + t "i• r- ', r :�A�.1 r•w Ta r io- w - ON CRAOIt/CN IAWRJ•IO Ihft RSOR / .�e ,, ' 1. r.lr - _- - _T_ z I I Er siL. PODappST I I IX n' U Q ` RASP { - L . 1 .-DAM FOR 6• 11YO, Q • ':•�:ivfr� ^t_.T t r: I _r WTLN SLOG.10 N. oLf A1C/,gam{ 1• / / IDING.- "A I r BTL. POST I - 1 { FLUAN VTiH TOP --� �J \• 1 / / fl 1 �,� I r .1 -O' Deep I --ADO 103 DAPS Z 3 Y O' . ..1 , OF LW16 \ a/a• AL TERN"{ \\\1�/LI NfANAppf I ♦•X6• 1 _ lfvPl 1 IN tNiRANCt l a1D. a CARD BARNS 6• CURE -\ .IDZNf LY,►I)- kx1a'TOR / // L• $,PEOL • V1.4xV1.. 1 1 1/4• SAW l N NAIROLN IrYP.) I $ N SF ►A1MTS0 OR 4• SAMIM pM_L ! PAfMfSp ON - V.W.i. �AOD 267 BAR! 1 �' 1 W y jrRlPa TYPE 1 C� I/e• asTTINa eaD pj:'�=L L__� PA r. ZN LNiR.w.s JOT". - �6• colic. , W �� LCa M PAY IF PARKING -� 1 - RarLL TIN) i IS T V I Y LONG. ARO" ; / G{h. NolaON k 11 1 ^ I1., LL 4• OAINffD t4 DARa I6• O.0 4 1.1 LIJ J r -'i'( T+'r. ''rA 1 • 1 r.�'..• LOf $URFAG{ 6f RAPING 1 'ADO --_----� -1 V• 'Q A/ fPLL1Ff RD • LONE, I Y. , ;: r _.w+•F. N•• .Twi -Tr t ^. r �AR 1 -6' O.G. - - Z BASS Fr •• e�rr"A iw"'a'f^T At 4S'TN •4 1 f/fLTFL{O �:.�•. �OIPACfoo FRONT OF \T,V.)MZ� I - - _ ___-_-_J ._I I I a' 2 Q O I W :TYPE 2 - e: e : {:e•e; GRAVEL RASP- ��Le ---- - W Q V O + RAW. V REFLECT IV►) `ee • Now Dov" ro . < , < . < , c T4 `. N�N�IC�� f Iz• LaT-s/s I 1 _ - '066p4lD GRADE ORAMA" _ CohPKfaO FILL I--PPAI"fSD ON T,,P. rALL Ffa. ° I ': 21 :-W-- '066 > 0 r0 f' CURS ' "' ---11Y I --- ---- -_y(.y,� .. , - ; - r' r•. .. a` _ a � � NpT-aXfRUOING I I R{s%GviVN l2'.L' - OUNOAT PLAN 3/116" ^1 _O•• Q V a Z1N exPANs1ON JOINT S' -O• 12 IAND WEER! VA" f MTN. Oif RO\M•_C7AT I ON__PLiiu. 7/l6'Fi�C - - �^AL ELEVA� ION ABUTS bt.OG.J OCAI. cod C TYP C-6 HANDICAP PARKING STALL 1 7 SOCK TRASH ENCLOSURE /(ia� CK TRASH ENCLOSURE �'� I//r5/D! STANDARDCURB NOS I NG BRICK WALK DETAIL BCFLLEI 1/191 = 3 ' -O^ JOIN. 16. 1063 11 Tf C1iLE S✓IOWN "JOY. 16. 198�� SGF'1L-E C+5 Sr-.Owr+ N•O�. 15. 1969 BC�Et a/4 or=o= 36. aLr63 SCF-K l ' -C" JFaF.. 15. 1863 I I f�� DEX C I V I l- ENG I NEER I NG PlSNS lid: C - 1 INDEX - GEN . CONSTR . NOTES � I C -- 2 TOPOGRPRH I CPL_ SURVEY � W1 c -- 3 S I T E P L_ P N Ylil i. C - 4 GRPQ I NG PL- r---) Np4z C - S S I TE DE TP I ! _ S C -- 6 SITE DE T � I L_. S • C - 7 S I 7E DETP I S � � C - 8 SI- TE DETn I !- S Z � C - 9 S ITE EE TR I L_ S C - 4A AIDER STREET IMPROVEMENTS S � Cs WC, GENERAL_ CONSTRUCT I ON NOTES < _ � ov LOZ ' SEE SURVEY CSHT G-2J FOR DESCRIPTION OF EXISTING FEATURES WITHIN 5_ LOCATION Of UNDERGROUND UfILITIES. EXISTING OR PROPOSED. ARE RESURFACING OF EXISTING ASPHALT PARKING TO BE iLOX1BLt TYPE. c APPROXIMATE OR SCHEMATIC. LOCATION OF EXISTING UTILITIES MUST ASPHALTIC CONCRETE SURFACE TO Be APPLIED AS FOLLOV51 EXISTING i THE CONTRACTOR SHALL DE FULLY RESPONSIBLE FOR THE DEMOLITION OF Be VERIFIED IN THE FZELO PRIOR TO ANY CONSTRUCTION. ASPHALT PAVEMENT TO DE GLEANED. ALL HOLES TO DE CLEANEO AND COMPACTED EXISTING ON SITE FAGILZf 1E5 ABOVE AND UNDERGROUND. THE CONTRACTOR WITH CRUSHED ROCK. CRUS'H60 ROCK TO BE PRIMED. SANDED. AND ROLLED 15 STINGReSPOON SILO, FOR THE REMOVAL FROM THE DERE OF ALL DEMOLISHED GENERAL CONTRACTOR Z5 TO INCLUDE IN BID ALL UTILITY COSTS NECESSARY PRZOP TO PLACTNG OF ASPHALTIC CONCRETE WEARING SURFACE. A TACK COAT Z MATERIALS, THE FTLLZNG OF ALL DEPRESSIONS CAUSED BY DEMOLITION AND PROVIDE COMPLEft ELECTRICAL SERVICE. SEWER TIP-%N. TAP FEES. SHALL BE APPLIED AT A RATE OF .06 GALLON PER g0; Y0. OVER ENTIRE AREA O THt GRADING OF THESE AREAS 50 AS NOT TO DE OBJECTIONABLE TO VIEW. 1 CONNECTION COSTS AND WATER SERVICE A5 REOUZREO BY LOCAL LODES AND TO Be RESURFACED. REDURFACING SHALL BE COMPLETED WITHIN 24 HOURS p W S ti CONTRACTOR SHALL OBSERVE ALL RtOUZRED SAFETY PRECAUTIONS IN THE UTXL.T" COMPANIES. OF TALK COAT APPLICATION. THICKNESS OF SURFACE GOURSE TO DE All SHOWN X Z CD ON GRADING PLAN CSHT. C < J. MINIMUM THICKNESS TO BE I '. s Q — OI - PERFORMANCE OF HIS WORK,. THE CONTRACTOR SHALL BE REQUIRED f0 EXTEND AND CONNECT SANITARY = X 2 qr REMOVECD ALL VEGETATION, ROLL AND COMPACT AREAS BEFORE REPLACING GILL. SEWER TO THE EXISTING SEVER SYSTEM. IF SEWER ZD NOT ADJACENT TO ALL LOTi StRZP1NG f0 8E YELLOW REFLECTtVt TRAFFIC PAINT AND Y!II j m O FILL SHALL DE PLACED IN 12' LAYERS LOOSE MEASURE ANO COMPACTED TO 00% THE SITE. THt CONTRACTOR SkALL Be REOUZRtO TO EXTEND THE SANITARY CONFORM TO STATE D.O.f. SPECIFIGA-10N5. (7 6 Q �i OF MAXIMUM DENSITY A9 DETERMINED BY AASHf0-TI BO-76 FILL SHALL BE SEWER SERVICE TO THE SITE IN ACCORDANCE WITH THE PLANS. SANITARY O G O 0 LOCALLY ACCEPTABLE AND SUITA61E FOR FILL PURPOSES. THE TOP 12. OF SEVER LINE TO Be CONNECTED AT A MINIMUM 21 SLOPE USING A MINIMUM ALL WORK TO BE PERFORMEC THAT Z5 NOT COVERED BY 1HE5t PLANS Q W LL V N FILL OR CUT UNDER PAVEMENT BASE SHALL DE COMPACTED TO SSTs OF 5' PIPE. MATCHING EXZSTSNG PIPE MATERIAL UNLE55 OTHERWISE SPEGIGIED BHALL DE CONSTRUCTED IN ACCORDANCE WTrH APPLICABLE STAR. COUNTY r MAXIMUM DENSITY A5 PAVEMENT BY BHA" COMPACTED _ OR LOCAL CODES. ALL WORK IN PUBLIC RIGHT OF WAYS SHALL BE IN m CONCRETE SIDEWALKS TO Be 3.000 PSI CONCReft. 4' THICK. WITH ACCORDANCE WITH ALL STATE AND LOCAL RtGJZREMENTS AND STANDARDS. _ THE CONTRACTOR SHALL DE REOUIRED t0 STABILIZE SLOPED AREAS. 6X6-W1 .4XW1 .4 WELDED WIRC' MESH REINFORCED WHERE: OESZGNAfED. THE CONTRACTOR SHALL GRADE AND SEED OR 900 THE AREA WITH THE PROVZSIO Z4. CONSTRUCTION FOR THIS SITE SHALL MEET THE REOUZREMENfS FOR ZONE f5_ THAT HE SHALL MAZNTATt THE SEEDED OR SODDED AREA AS REOUZRED UNTIL ALL CONCREM CURB TO Be CONSTRUCTED OF 3.000 PSI CONCRETE. SUCH TIME THAT THERE TJ SUITABLE GROWTH TO ADEOUATELY PROTECT THE 25. HEIGHT AND SIZE OF ALL 5IGN5 TO DE DETERMINED EY BURGER KING EMBANKMENT. THE MAXIMUM ALLOWABLE SLOPE SHALL BE 2. 1 . CONTRACTOR THE CONCRETE TRASH ENCLOSURE APRON SHALL DE 6' THICK OF 3.000 P A"CORIP O.ATZON IN GAND REGULARTJ%ON WITH THE FRANCHISEE SH25EE AND MUST CONFORM TO BHA" MATCH EXISTING GRAMS AT ALL PROPERTY LINES AROUND SITE. CONCRETE REINFORCED WITH NO. 4 BARS AT 16' O.G. EACH WAY. ALL LOCAL CODES AND REGULATIONS. HEIGHT 5HALJ_ BE ONE ACTOR S ALLOVtD UNLESS OTHERWT£t SHOWN ON GRADING FLAN (SHT. C-4). BY LOYAL CODES UNLE55 OTHERWISE NOTED ON PLANS. LOGO WITH SHALL c CONCRETE ORZVE-THRU APPROACH TO DE 3.000 PSI CONCRETE 6• THICK VZTN VERIFY SIZE AND LOCATION OF PROPOSED BURGER KING LOGO WITH BURGER 7 DIMENSIONS. BUZLOTNG LOCATION AND GRADING OF THIS SITE ARE BASED ON 6X6-W2.4XW2.4 W.W.M. WITH EXPANSION JOZNfS AT 10' O.G. KING CORP. PRIOR TO CONSTRUCTION. _ + AVAILABLE INFORMAf TON AT TIME OF LAYOUT. DEVIATIONS MAY BE NECESSARY THE CONCRETE SHALL BE COLORED BL-ALK TO APPROXIMATE ADJACENT PAVEMENT r IN THE FIELD. ANY SUCH CHANGES OR CONFLICTS BETWEEN THIS PLAN AND COLOR. APPROVED ALTERNATE TO AILS ARE NVZTN INDIVIDUAL DETAILS. FZtLD CONDITIONS ARE TO DE REPORTED TO THE ENGINEER PRIOR TO ANY OTHER MATERIALS THAATT ARE TO DE SUSSUDSTZTUfED, OTHER THAN STARTING CONSTRUGTTON. CATCH BASINS TO BE CONSTRUCTED OF 3.000 PSI CONCRETE. SPECIFIED, ARE TO DE SUBMITTED WITH SPECZF3:CATION9 AND 06TATLS T6 • ENGINEER PRIOR f0 FINAL DZOS. ALL CONSTRUCTION OF UTILITIES f0 BE IN ACCORDANCE VZ . .0 ALL CONCRETE PIPE 12' DIAMETER OR LARGER SHALL MEET THE REOUZREMENT� BUILDING LODES. OF ASTM DESIGNATION C-76 (GLASS ITT WALL TYPE B) UNLESS OTHERWISE FOR REFERENCE ITEMS 14- 19. THE CONTRACTOR ACTOR ZS TO FURNISH 1-iGHTZNG Z NOTED ON THE PLANS. ASSEMBLIES FROM ONE APPROVED MANUFACTURER ONLY. LIGMTING PACKA409 Q (- I INCLUDE BUT ARE NOT LIMITED TO: POLIS. LIGHT FZXTURt S. MOUNTING i J Z V 11 ZS THE CONTRACTOR' S FULL RE5PON$SDILItY Ti FURNISH AND INSTALL C AND WATER SERVICES AS REOUTRtD. LINES 10 DE INSTALLED SHOULD BE LOMMERGZAL DRIVEWAYS TO Be CONSTRUCTED IN ACCORDANCE WITH THE STANDARI HKACKEf D. ANCHOR BOLES. AND HARDWARE. Q Q EXTENLED FROM THE CLOSEST GAS OR WATER MAIN CAP PLUGGED AT THE SPECS OF THE CITY. COUNTY. OR STATE HIGHWAY DEPARTMENT. WHICHEVER ~ � �i BUILDING. BEE SHEET FP-1 FOR REOUZRED WATER SERVICE SIZE. APPLIES. THE CONTRACTOR ID ADVIS60 THAT THE SOILS BORING 15 A PART OF THE BIDDING DOCUMENTS. IF THE SOILS REPORT 19 NOT RECEIVtO WITH THE 610 d Z Z � E WHERO. 6IS SHOWN ON SHEEP C-4. CONTRACTOR 19 TO INSTAA PAVING TO BE FLEXIBLE TYPE. 2' ASPHi4LTiC. CONCRETE N SURFACE COURSE. SER. ST Z9 fME BIDDER'S RESPONSZBZLZfY TO OBTAIAND REVIEW THE SOILS „y N E N 7 LLLAV-Si Q . 1/2' GSP WATER CONNECTION FROM MAIN WATER SERVICE TO HOSE BIBS AT BASE fO BE 6' THICK CRUSHED ROCK OR OTHER SUITABLE MATERIAL REPORT PRIOR TO SUBMITTING FINAL BID. SOIL REPORT LY 9"ir-1C ZF"TRNlq yOQ Q Q TRASH ENCLOSURE. SYSTEM f0 BE INSULATED AND GR05TPR000ED THROUGHOU' APPROVED BY LOCAL CODES. COMPACTED TO 45% OF MAXIMUM DtN91fY AS MMT NO, 95O'b-San V w WHERE REOUZRED. DETERMINED BY AASHTO-T1BO-76. AND SHAPLO fO LINE AND GRADE AS PER GRADING PLAN CSHT. C-4). Z e tL .CTRZC SERVILE AND TELEPHONE SERVICE TO BE UNOORGROUND THROUGHOUT 1'° (n cr SZfE L IF ALLOWED BY LOCAGORES AND REGULATIONS. N ��d ° 0 ll � aZ � WZ r gag �I .+1 > ~ J Q 00_ z 1 �+S C e 1 ON SITE SIGN NOTES SITE REFERENCE NOTES C _ AY ❑ O PUROER KING LOGO poxes FILLED IN l® ) ITEM$ lO - ®ANDof ZI DSLAfE ■F IT{Ms RSOUIRSO. ALL OTHERS ARS NOT ZN THS! CONTRACT. �- ❑ N CLEARANCE $YON V -6• (NON-ILLUM.) 1) CONCReft CURD j 6• a` ❑ C ORDER STATION ❑ ! 0xrRUDfO cONCRSTE CURB i! 6 ^ I ❑ r "ISR KING LOGO R1 ; rQ� ? 132 2' CONcReft CURB t GUTTER £S7 Cpl y 13 @ ogxvc-rHRu 6 �+� f I ❑ r DIRECTIONAL ARROW THANK YOU ❑ 1 9•Ap 1,IRNOSINGNDARD CURB BARRIER L I t❑ OI E ❑ r {ErSR Ola•Y ❑ 5 61 TO 4• CURD TRANSITION y < •i ,('Vff-7�' I ❑ r t%If GNE.Y ❑ { PRECAST CONC. VHSLLSTOP i '` \ ❑ Ol NO t%Lf ❑ 1 PAV{R TILL WALK 5�3 t_ 4r, tjl}4 ❑ r RZ WAY ❑ O BRICK WALK '� •__________\___._ _. _______ _____-_.. ._ I I ❑ I PRUSHEO CONCRETE VALK !! C 1/ , ❑ r RI411T fIRNN oNa..Y ` 1 I ❑ EXPOSED AGGREGAft WALK n ❑ DO NOi {NT{R - -_ '� I r ! \ \ \ I I ❑ MffAGA/SYMOL BOTH zSCOS ❑ 5 CONCR{Tt RAMP-f%ftRNAL SMA _ ❑ O CONCRETE RAMP-INTERNAL F M" 1 , ❑ I /k I vI n �+�jw_•N1E6•'FUO'GD'6 ,,, I�O_PJ.�' \/3 P I � 42}2jyty t'F(WtM¢I`BT.OT=O9W2y2.T)IN bEWTUR� �- _f5-7ll1_R.i�(•TLSA,+i eO--1II"-�'C' l.(O jjL—E�QGEN ❑ HANDICAP PARKINSTA" TYPICAL CURB60 PARKING lf AL67 ❑ 2 FRICK fRA9H ENLOURf .ipII, ,jf y ~ SITE R0F I SRSNct NOTE IfULLO TRASH ENGLOSURTAE / SINGLE FI%TuRc ❑ 5DOM{t 00-0fGRlt i2%fURE5PROP09t0 YARD LIGHT EXf9TNG� CUR6 . ❑ O DOIpLe O-OLDEN FIXTURES A y n I S ^ _J- �j� PROPOSED CURB ❑ 1 fRIPLe RO-C{GRee FIXTURES w -� I wv�_ . ml t%L9fSNG LURGIOUTTSR ❑ O QUAD v0-OtGR{t FIXTURES1��y / � " I Y• PROPOISO Lugp/DOTTERl�J DOUDLt iB0-.^,sORts rxxrugas EXISTING 9000 OF PAVOMAMfIN Wha ❑ PAINtEO TKA/FSC ARROW OQ PROPOSRO LOGE Or PAVEMENT ❑ CURVED TRAFFIC ARROW i3 } EXISTING SPOT ELEVATION ❑ I MTAINING WALL IfYPE Al h /� \, __�— E%Z9TZNG CONTOUR ❑ R{fAINZNG WALL LYYP{ B) 15K � PROP09EC PAVEMENT SLtVAfION [ 5 RETAINING WALL (TYPE C)(D ROPOSED CURB/PAVeMI1T SL{VAffON• g9YD I n ` ¢ P ❑QI TYPICAL GUARD POST EXISTING GAS LINE ASIN PROP0090 GAS LINE ❑r'( ALTCATCLABTCM %ASIN �- / b �, 'P�°2 \ ' ..., • \ EXISTING WATER L114t ❑ TRENCH DRAIN PROPOSED WATER LINE 9 1 HAEMOL{ ry I s � I —99— tXl STING $ANITARI LINE ❑ 1 90AKAOE PIT Y I I \ �L, �. I PROPOSED SANITARY LINE ❑ ROD` DRAIN DLIBBLER ROOF DRAZN FLUE{ ' `•'1 ��-'� 1 Sit =1L>C EXISTING 9fOriM LINE ❑ j I�' m� \ \ —_ �S{5 I iryM I yI1 �` ❑ I DSCORATIVt MASONRY WALL ,6, __ V• PROPOSED STORM LINE .`O 6b • ' , „A;: — a— E%IS11NG ELECTRIC LINE SOH) OR NUG) ❑ HANDRAIL ' �A} 61 II:.•122/b ® TRASH ENCLOSURE ORAAN ' IZ•j 6.-122.Go — T— EXISTING ftLtPHONE LINt SOH) OR (UG) \ \ • I, ❑ PLANTER (TYP) r PROPOSED SPRINKLER SYSTEM SMI E.•yl�gG!'b ,�"' �„ ) -£`, I� ' / i�1 ❑ MPf%C-WSZNG YANK fin'' �' \� �'�"—� •. a \ ✓ ® 1 GRfASS SMTORCePTOR ..' \ .4 0 1`�{' Q• T—jµ-1,.�� ( . ev 00" ® SANITARY CLEANOUT :TTP) ❑ ORAZNFCeLO / , • ---- - - 13 b ROOF DRAIN LSACERS THRU CURB M�5 ---— -r-_-- SR.6 E4 ® /1 1 .1/2. PVL IRRIGATION VALVS { p0% I ® /2 WAlOR SERV. ISZZE ON SMT. FP-I : T ` a•1&-1 ® WATER MOTOR Yi ! ® F W► I �"yw ❑ FIRE "Zmx .tR 9ERvILt � ' �q,!C� � , ( II ❑ FIRE sPRINKLER MOTOR m S SANITARY StRVYCS /tF fr Il \� '�' SOELS'!d Kf� N►It" �S"�- taK.Wi�i.. II p❑ N GAS GAO Ms�sgce .(� 1 ❑ ♦• VIOL PAINTED ITYP) � \\ � � � -a I ❑ 11 A• VIO{ PAINT. IIRIPOTRSPt! 1.5'OG NS-O{O. FYTIff9 mow- ` � i ❑ 47 6• VIP{ PAINTED 6iRSPt s S i ❑ M R FRONT v{STLBULf VEIN FONT NOR .F IS FRONT VE/TZBULE WITH !204 ODOR .W (TT± � � � � I� Q SIDE VeefloULt WITH FRONT ODOR I SIDE wZjH VES OR ® 2 f0 BE CONSTR. AS PERLOCALOCOCs9 � • ❑ 2 REPLACC/RESTORE CURD TO MATCH SXI3f. _ del❑ 1 NEW PAVING TO DE COMPATIBLE EXIST.V/ EXI `T. l ® 5 EXIST. TO M RSMOVtD SES L* 5 OXIBTING TO REMAIN Q� 1 Y:.ftR CONN TO TRASH INCL-NOTE e-lMT.0-1 ❑ O EDD{ OF PAVSMNT tw CURS) ❑ S 9TO TRAFFIC STOP SIGH V/19- STOP BAR ® O A• PVC S"OV0 BENSATM PAVSMNT Z� 4,Tj' a = TRANSFORMER PAD !<F -•�".w j ORIVt-STAR CANOPY - Y El.-Q/., (�I-- ❑ S OROCR STATION CANOPY t •.w- .1 ❑ / Ct NfeRLINt OF DRIV$-fHRU WINDOW Yib COFIO W _ ❑ S CONCRETE DRIVE-STAR LANE UFNBVY'V ? ❑ REDWOOD STOCKADO /t NC{ �! J 112 ❑ 1 LANDSCAPED AREA _1 CJMTRACTOR TO COMM, f0 S%Zff. UTILITIES • ❑ VALK-ZN 6OXt9 l9et ARCMZTECTURALS) UI ❑ O GUARD POST AT ORZVO-fMRU WINDOW ZQ ❑ j PROPANE TANK LAPOVO GROUND) -13y0 ❑ I PROPANE TANK (UNOOROROUNO) J z (f) J ED] 2 SOAKAGE PIT l W9") d O a !'(TARE FUTUM ❑ 2 PROPOSED FIRE NYORANI .(+CATION ~ UJ 47fD 64:Am PAVOO DITCH ��//�� Z ❑ 1 110NO FIASPNMLf SWAP{ Q❑ R{f6Nf10N !VACS < SEGS A-AcolrcRETe tNOWALP 4UV.6 ❑ U-ENOVAL4 9ANOXCOMENT ^!�� /1 G fIOEVALK UNOSRGRAIN ORAIN z z \(V\\ _ ❑ pT{NTAON BA91N CN V' a' / ❑ O OUTLET 1RAP ' Z u IL / ❑ CUARD RASP l9f{tL PLA ❑ PLAYGROUND fENCSI n W Z Ri ❑ I PLANTER 0 PLAYGIND V/PCA L Q VS ❑ PAV{R TZLt SI PLAYONPD V.PE GRAVEL I y V ❑ COW WALK E PLAYORID V/PIA GPAVE� I > F ❑ PLANTER s PLAYORM V/SYNTHETICS GRAPHIC SCALE ❑ PAVER TSIs 0 PLAVORND V/6YNfWtfIC9 J Z 20 10 U ..11 IU ❑ CON- WALK P Pt.AYaRN D V/AYNTHefx C9 lifilliffr1= —� -�� ❑ 1 SK-66 DRiVD-f.MU DETAIL I'=20 C J BK-50 DRIVE- THRU DETAIL _ ON SITE SIGN NOTES SITE REFERENCE NOTES ROAD ® 1 &URGOP KINC LOGO If9M9 RIOUIROO., (A L OfWRe ARS®NOT� f /OLONTRALAyllf. CLOSED _ ❑ 1 CLWARANCS 9ZaN -6• (NON.ILEUM.) tls IMP 9• cavGR9re cwt& S ?O' op OROtR 9f ATZON ® ! BU R KING LOGO ® A tXiRUDEO 're CURB CURB ❑ a 1' CONCRETE CURB t CUfi6R ® @ ORZVt-fHRU ® a STANDARD CUBO NOSING t•,4 i ; ® 0 OIRSCffONAL ARROW 4• &ARRIlR CURB I ® a tMANK TO, CO3R PNfSR OALT ® 5 6• TO R• CURB fRAN92iZON ❑ aI EXSf O•t.T ❑ a PReCAST COnC. WIiSL9TOP 3 I ❑ D N oxxi. ❑ 7 PAVER TILL VALR _ fJ �iD OG E 1� _ ❑ AT ❑ 11 BRICK WALK of •.•r ® 1 BRUSM{D CO NCR{ill VALR fes'IrrTZZ7ZZ�-i ] ----------------- ---- __._........__.-___._________-________.___- ; ❑ a RZGMT TURN ONLY DO NOT aNrM ® t%DO9S0 AGCRSOAft WALK as ` 1 r b' .•"SrL3lrlI21 L' ; I ® CONLRtf9 RAMP-a%1SRnAL t��P,.lt.•.w�....:R •I ® KOsaAOt/9YMDOL BOTH sfoe/ LONCRETt RAMP-iNftRNAL I� 1Yri t MQCAAia w' Q NI I j ® 1 NANDZLAP PARKSMO BfALL R I I "L '11 • I 1 LEGEND ❑ R TYPICAL C:600 PARKING GTA" Y ! ® 1 SRZCK 'RA 9N SNCLO/(IRS QO KI%K'GK.IaO I 1 SfTS RSF{MNG! NOT{ ❑ STUCCO 1RASM Oto;LO'AMS J I a5'OhN `/�'AEdKfASS ��, &UILDINo YAt ❑ 1 6ZNGLS FIXTURE G -- PROPO/EO YARD LIQ1T OO/BLt RO-DOGR" •y%f URS/ N 16'sAD'm"6 169.71 Sxssrinc culls 5 ,d ; ---• ] :,j OOAlLe O-OWGRSS r%XfURa9 , PROPOND CUR& C.1 1 fRIPLS 90-Daam* rlxfuRas •. �E j r-- {%1/tfN6 CURD/CUf TSR ® 1 QUAD 90-O90R{S FZXTURSS • ufr _ I I - 2 — ❑ a OOUpLe I/O-Osoft" FZxTURa9 6 I ® ; ; OROPO/SD CURB/OF PAV ® I I •` ; S%2/TIN6 {OLS OF PAV{NONf PAfNiSO TRAFFIC ARROW • ® II i +1, I �j PROPO/SO SOOM OF PAVOMRMf ❑ LUVSO TCAWFICARROW ❑ fNINa%I/f1Ya WOT R{VATfON ALL BTPS A) 20 SXI/TSMC CONTOUR ❑ E RtTAZNLNG WALL (1TPS e) �" PROPO/!O PAYSMSNT aLIVAfTON ❑ RafAYNING TALL (fYPS ® f,.Y.1V7 / '® T g' ' I s �� PROPOSSO CURB/PAVEMIIi ALSVAfZON ® 1 TYPICAL GUARD POST ® 41 .N (x'. :�� _ ® c .� 7 B e s` ®; — axs/r2nc CAD LfM ® CATGM &A92n I ALT.CAYCH &ASSN TT �. I a PROPo9eo GAS LIM ❑ f� - --- 11� '® ® 2 � ; —V— {%T/TING VATSR LLI+a ❑ TRCNCN DRAIN i J �' a e - /E PROPO9CD VAftR LINE ® 1 MANN �I h ® &'; —SS— EXT9fLHG SANITARY LZM ❑ ROOF 7AGO PIT PROPOWO SANITARY LSM ❑ MAIN DUppI.SR • 7' �1:: ( 1'f'� A L%I9TTSO STORM LIM [3 ROOF❑ 1 OOCORAT1va MASONRY WALL AIN PL.Uma W O 5 YL 4 tt —_1 ® pl-P YT" p,_ �1 PaPPosao STORM LIM r 1 I I I I�I I I �K j `/ 1` \ /vA�te, P • (3 HANORA P_ axi9rLNG aLcrZc LIM (o ) OR lucJC3 iRA9N ON LLSU It GRAIN f— SXSff%MG TL{PNOI ( 1) O (UOJ I a 13 PANTAR /fYP)* )I E. o- 9S PROP00 &PRZNKLSR /Y/ftN Q ❑ StPTZC TANK LL ^" t "+ �t I c+l •(O ❑ `CRRASO ZN {RCSPTOR ❑ SANITARC6ANOUf IiYP) FZ ( ^/ , , a: It 6 I I • al , Ir✓J _ ---- - ON 9Mr. TTI " ROOF DRAIN Ll ADM! 111RU CURD Q' _ / 10 _ __ _ - JT ❑ �1 I -I/2• PVC IRRIGATION VALVE • SOX _ ❑ �� VA1tR SERV IBIZA rP•I ) t 13 FIRE SPRZNKLSR 99RVICt yi ❑ j FIR• SPRZWiOR MTM W ® ' v� �.�'' •I .. I ❑ la SANITARY 9t RVIGC cc - --- - Snl �.Lw� .yl;� �" w( - ❑ tI GAS SORVZCa 1 • .-'• ' _ �• ` . E,Nf.IM) QI b ❑ 1 GAS MOTOR S16"u60171 MSD ,_ ( S / YJr/tj\ R i ® is A• VZDO PAINTED STRIP•! (TTP) -----•---- -_-- ------.. ;ypfo F'•'� i ,� 41 +• rfos PAIN-, 9TRfP09 1.5-OC. 046.004. ------------------------------- f/ / ❑ 41 6• VIDE PAINT{D WZYWSTRIP*FRONT yyy� ❑ 11 FRONT Va9fZSUL■ VTTN IMDOOR a Cl to FRONT yt9ti&ULE VIYM STK DOOR !I V ❑ 1 JL9T 9ID9 Vt9TL IeUa VTTN FRONT POOR 5 L' ❑ 1 9T0! Vt9fLB9 V2tN Oa DOOR d = �Jj J'f ® j TO 59 COMOTP. AS PM LOCAL COOss z ❑ a ROPLACt/R091-OR9 CURp TO MATCH SXf9T. ._ 'a• d ® t NOW PAVING TO DS COMPATZBLt V/ SxZSf• A( `• W -_ ® s txf9r. rP ee ReMov90 ArIrA/R..R/r,EE,(sE• ® RXZSrIMG TO REMAIN U 7 WATOR CONN TO YRASH ANLL-NOfE S_sMT.C-1 ® B COGS OF PAVIMSNf lNO CURS) Cl ' 9T0 TRAFFIC STOP LION V/I&• STOP BAN ❑ +• PVC 9L91LVE B{NOATH PAVSMHl' JQ ® 1 TRANSFORMR PAD ❑ 2 DRZVE-THRU CANOPY S• ❑ a OROOR STATION CANOPY ( CENTWRLZNO OF DRZVP-fMRU WINDOW C ® 5 CONCRZTC DRIVE-THRU LAM t ❑ REDWOOD STOCKADE FONCS 9 7 LANDSCAP60 ARSA • ❑ a CONTRACTOR TO COM. TO 9XIST. UTILIf1t/ I• C7 a WALK-IN BOxa9 (SS{ ARCMITILCTURALS) IM ® / GUARD POST AT ORZVO-TMRU WINDOW 1.77,E 'J ® 71 PROPANO TANK (ASOV9 GRO/NDJ 1�L{ ❑ 1 PROPANO TANK (UN tftOWW.VO) ,( ❑ 72 SOAKAO9 PIT (VSEL) 0. IL Cf 1 PROP09aD FIRS HTORAW LOCATION o (7 ❑ 1 PAVED DTTCM AA Z 0 4 A9PNALr 9VALA / ■� y Q RE TCNTfON SVALtLL V L] 75 COhLRtT9 SHOVA • W to ❑ 5 U-9NDVALL SAND/COWNT W ❑ a 9ID9WALK UNDtRDRA1N //A- • 1 I 2 [3 ,i TENfION BASIN ( �'/ O W OU \V\_ ❑ 1 O)fLET TRAP VV ■v/ / ❑ 71 GUARD RAIL (STSlL PLATE. „1 ® MAVGROL"O FENCfMG w Z ❑ 1 DLANT9R 6 MAYGRMO V/POA GRAVEL J Q (� 2 PAVER f1LE { PLAYOR1C W/PLA CRAW M ❑ LCNL WALK S PLAYGRM V/P!A dtAVEL ff GRAPHIC SCALE ❑ + MANTON 6 MAYO(IO W/SYNfM9fICS t+ ❑ PAVER fAt 1 P:.AYGRND V/9YNfHt TILa 20��rrT100T-r1�0 20 40 ® L LONC WALK s MAYO NO V/SYNf,OfiC/ lyyy}1,}_;_al ❑ a1 OK-p6 ORIV9-THRU OtfAfL C_3 11.11 5K-50 DRJV9-THRU O9fATt , � - 1404 rFib -+ --- - - ,ten+ uwl'y s, r -- - -, N•n•a2 w toll Nle M Fs ?�i.96r Abf►F�• Pec.. p'J95 ill tzllDeE , �... _ No1zTN �FIUK STAT ,` GENERAL_SITE MOTES ' FO IAM m y,EE RUN-If1.46 t _--- FIRE ZOK: Site is located In City Fire Zone No. 2, For Dore ,nforrtton 0110ACOLE.•I W0.. SE EndI141 �� , contact the City of Dort Angeles at 206-157-0111. ZONING: Site is zoned A.C.D. (Arterial [oemmrctal District). Restaurant W 20' _ of t. with adrive-thru 1s permitted outright. Parking repulreaent is calculaW at I space per 100 Leet gross floor area. For more inforr.atton contact City of ' -1¢3Jc1C f9, B.ya A*EA 10WOP A.L.O. al, yh Port Angeles Planning Dept. at 206-157-0111- - '� LANOSCAPIPG: Is rtpuired by the Zoning Code. For mon infonatlee contact ` tiY �4 t--OT t`; \,.'� oil �1kW \^' \may C1[Y of Port Angeles Planning Debt. at 206-I97-0411. . \ J1 r vAlw yo;}q(rayl PD! f BUILDING CODE: City of Port nxmits uses the Uniform Building Coat of 1982. nvl -- --- -- '� vFAW �-- - ------ --------- -- -- I Site plan eerier and in eFor more rwatiochecklist ant City O as part of the T, WT I /_---�+ -_ � _+ � 6_ q m building permit process. For wore information contact City of Port M�al•s q. \tip Q may, ----- - a _ Building Dept. at 206-457-0411. ti I ��w 21.25' aT I SIINi TARY SEWER: Service is available from the esistln} iswr systema. For , �.• '�'\ 'pAC i•,. X16 i'M.YJa (M{�.aD'PAT) �'� �� .'�' non information contact Nr, Ken R,dout, City of Port Angela Public Yorks CAL66 f#.c-IUT{ :ONEO A.L.D. I \nr' : ms`s MI. Dept. at 206-157-0111. �'" VJa•O N ,�; I WATER: Service is available from the existing water systems. For mare :pr ti y .pS I I � _ I f � tact Mr. Ken R1d0ut. City o/ Port Mg ,a Pr►11e Yorks Dept. at bbNlT; at M6-457-0411. d Ji. 1T00 UMA IOU: the city 1s currently revising the axistiy d stares em � le �. A- �` f �' I rFwYri F• eyelessIn tee area mod hasn't arutis, d the r•paar�ts for M19 81t1, For bare Information contact W glawt, Pt. Angola EMr. III". at lIIhN7_411811. '-- ------- ------_ ------------------.._.._ ♦ ��M •� 6AS: Service is awilable by on-site storage only. bas Is menu}Z06-07. for • \ nor- information contact Mr. Bruce Warns, Dosol Prepare Co. at 208-IS7-1151. ' 159.9'1'(1W.0O'PATI P.• __ - ._ -.-....-,a• __-.._..____._______....-- POWER: Service is available from the existing power systems. For ran infer- �u4°� - - _- - - Yr \ [" LLL Q 1 I Tg�UA-,rU,40, i, motion contact City of Port Angeles Light CO. at 206-157-0111. TOP %Nluj b°"'T 3 I 7 10'><20'UTIUT( Jutls1W IN � t"�JA� 01. I 1 � information contact Pacific Northwest Bell at 208-316-8600• /tR elm �!'>s TELEPHONE: Service is av:llWle from the existing phoMa systems. For sen � e. 'urs p h I _--q- , ,'� ,map I Dept.1-r SANI TIOn: Service it available from the City of Port Angela Public Yams ' ; \� fy7 / Dept. For more Infonatl on contact Non at 206-167-0111. 1� 040/ _bPl_..., I4_. , \ p1C ��' I N ; ` j p UNDERGROUND; The location of unden•.round utility system, as sAOMn Mreee, are taken form the records and verified only when related apPwrtaMamees .J ., r- 1' C I t I �4�y/C N cator so" shyear constructionn the sorfsubsurfacll eexploration.a should Be contacted K16r U W n_ __......., b 9 \'�' \\ YERTICAL DATUM: City of Port Ang In Datum. Protect Burch Mark is the Lop - 5 SQA [I •(� northerly Dolt of the street light at the northerly corner of E. First St. �• y!r `sem and N. Alder St. as sham. on Boundary B Topographic Survey for Seattle First National Bank by Bush. Road 1 Nltchings, P.5., isc.. filed under Job No. are8asand dated pril 17, 1978. Elevation • 139.53. Temporary Bench Marks _• res g UNflEVO V4cAelT AYA 6 Yt F IgR120MTAl DA)UH: Starve flleu 1n YOlrme I of Surveys at palN 86• Pioneer �l.�r"- 5! � T i i �rT Z 10 Title Insurance Co. of Clallam County, Inc. Coapitselo nf . W52111-T dated N it o ( I ; �� r Movenber 29. 1984 at 3:00 A.M. Bearing dater 1s per Record of Survey 3 'u6. ��jj 7 \ etrs/ss ' F F.r � °I +1 V Z� ASSESSOR'S PARCEL NOS: 06-30-00-560114, 06-30-00-560116. 06-30-00-5601.. AREA: Site contain 45,"4 square feet or 1.054 acres. en i h 6LZ .. ---- ---- ------ ••••••---••••--•--._ lowt1apII I I ------------------------- 0" - - - ------- �u LEGAL DESCRIPTION Air, p14 16r114 4 That portion of Block 132 of Thomas B. Carter's Subdivision ,f Suburban Lots r rte SAN ion 7 I \ I + 1, and 16• Port Angeles TomstG, according to ted. recordedo thereof recorded f�A-1s,4.•grI sryfla �a 11 Volans 1 of Plats. page 19• records of CIE,lar County. Washington and dn- tols-1'AtdV rIJO 1 I cribed as foll0n: 1p Y' EtE-*Ada W) i p' L �I gr ti /� CONENCIMG at Nt centerline intersection of north Liberty Street and East r r: i tiLF- Frons Street; thence along ted cMGrline of Ent Frost Street South ?1032' V1 .. AF tow gored •! � II 100 East, 525.18 feet G the centerline of North Enols Street; thence COn- WSw_g3Yw`R.WH ,. u tinning STuth 71 32'ID• Usti 290.00 feet to the rnr;heasterly production lied BL.•IyySaS i Y' I i � of the soutleasterl line or the northwesterly 5 feet of Lot 1 of ulA alOck: R• ie- 36000 TOPN'L g0L 1+fn \ S thence along said rod,ction South 18030100' West• 3S-00 feet U the SO011- CT U4HT westerly nu•gin of East Front Street and the TRUE POINT OF BEGIFMING; [Mote q\ 12.16 V 656E ^ ,` �+ . \ I �G--------__- r. % V� ^ �` fee\ FRE P� along sash Yr to South 11032'10• East, 151.00 feet U the nortkwsttrly r -"- "" - -- -- - ------- ------- 1i I'D margin of North Alder Street, as ronveyed te the City of Part As")" by '•} r'^, .�Mr/ :'N'i, SI�Z�'Of�W 1Dbb� I -- -• ._._ •-- - -- DeW recorded under Auditor's Fee No. 508715; tt-ncs along said rrgtn - ,'�r. /l' South 18030'.0• West, 3feet rtes thence a Point s Of curwcure iORCOWsouthe masterly- ,n, ct 1 QFO'E '\h� •�11 UDO� mewing a radius of 233 feet; Nace tlon9 said torte In a southerly direction IPip �F'r+ �r \ I ttroueh a central angle of 26048'39', an arc Nsteect of 109.03 feet t0 a ¢ TOp or�AI29� - v l I point of re isne curvatu.• concave westerly, having a radius Of lQ fast. m ffi" '� I/ „�(j�•• i •"'`7 U I �p Noce &Ions' said curve to a se:therly direction throYIL,. umtnl angio 01 AW I \ vsJf ��/- CC i�2 \ ( I 1 ( \^"• ~ 17056'05', a1 arc distance of 92.27 feet to thhge soWb►1EUt'1)y� 1-.No of Lot la of said Blocq:; thence along said line South ISR30'00e Yat, 10a.n teat to . Hr, ' " �L,• •�� 1 1 I ,I 3 I the northeasterly margin if East First Street; thence it" said margin ___ .. -_ 516 W43&W 140.dh ¢.20� �' \ 1 1 --\' re North 71032'10' West, 1x0.00 fat to the nortlwst rly lips of Let 1 Of •f ( said Block; Nesr_e along said lire Forth 18030'00' Eat. 159.97 het to the yp�---- - ----- - - _ N��`� / 1 \ \ ( m� =,r+, 1 cost southerly c^rner of said Lot 4 mod the post our IY cdeNBr Of 00 Na/v9!< i \\ �' 1 +f Alley vacated by D_M recorded alar Aditor's Fee Ne. 511018 theme Nwy 1 the south"sterfr7llee of said Lot 4 North 11032'10• Most. 0.00 feet to the 6!` n n � �p c \ ---�� -5 1 southcssterly f ps of the northwesterly S feet of acid Let 11 tytmce aloes 41 \11 y. tt!aer said line North 18030'00' East, 139.97 feet to that TIBIE POINT a 1131011A. ., UaMf The above dcscription and this surrey are based upon Plasm Title IeaWrance x Co. Of E,&„a. Ctunty, Inc. Commitment b. M-52111-T dried NewaOe.^ 29, I90 ... y. p{ l at 8:00 A.A. f :3 �- �yy� �yy� GT .,... \� /I 'Tye c"n or {�.. 44de"'i WILL FTG{Aw-f rewilte-i .•-., wt.AImF -1. . . •�•il.. 4a � To xl �, „ns z suavexoR's ciarIFICATE _ _ f r; L- 0 riu :9O 4e1 gcAF P16W / / A �� I hereby cortify to 3 burger wrw s:orporatiaa owl my other tarts" asma vat amp data W11 7th the Jora 9roprrt .. El•JK �1RFJ=T • SET tzThF vl'rAP'Tlx NOW `.� %"� •I�,Q Bl atwmrm heemom ora taw ad coeeont. � f It 91 .\ .WV vaAl� VAt_Y6 �Ay' Y~ .-� II ♦A4018 IR G !r ^ aParTat aP Tflrf4a Pasta /� eyy��/�� • F $ t3aK HYc a - 'i ` su L. PuitDVW SST `�K Ul"e, ,JfY mP% �_ - -- I Tarry L Le P. • ;,aim ,• �� \I AVDI6V FAv,N6 Taub ...IO-M 04. A � ._' 7T IMINARY CC 0 i Nam lmr£T �5 -T �i V1GIN MAP I.a^% P C,`2' vxE r_fm �iJ N;7- y'/ 1 „ ,s ; � v , INDI_ XCIVIl_ ,.)1 ENG I _, , i . C - i INDEX - GEN . CONSTR . NOTES :” z0 . ; : C - 2 TOPOGRAPHICAL. SURVEY 1 ,, C - 3 SITE PLAN C - 4- GRADING PLAN I C 5 SITE DETAILS ��l,' -,, 0 - 6 SITE DETAILS - 4 / 1(),(i C SITE DE TA I L_ S 1 `� (.) C - 8 SITE DE TA I L_ S • j C - 9 SITE DETAIL. S C — 4A ALDER STREET IMPROVEMENTS - CC . , • •• 1 Cl. ; ..,5,• E ,, GENERAL_ CONSTRUCT I ON NOTES ti 1 IT, , .r. r Z- l •H ; 1 SEE SURVEY (SHT G-2) FOR DESCRIPTION OF EXISTING FEATURES WITHIN SITE, i. LOCATION OF UNDERGROUND UTILITIES. EXISTING OR PROPOSED. ARE . RESURFACING OF EXISTING ASPHALT PARKING TO BE FLEXIBLE TYPE" APPROXIMATE OR SCHEMATIC. LOCATION OF EXISTING UTILITIES MUST ASPHALTIC CONCRETE SURFACE TO BE APPLIED AS FOLLOWS: EXISTING " 2 THE CONTRACTOR SHALL BE FULL" RESPONSIBLE FOR THE DEMOLITION OF BE VERIFIED IN THE FIELD PRIOR t0 ANY CONSTRUCTION. ASPHALT PAVEMENT TO BE CLEANED. ALL HOLES TO BE CLEANED AND COMPACTED , ; , EXISTING ON SITE FACILITIES ABOVE AND UNDERGROUND. THE CONTRACTOR WITH CRUSHED ROCK. CRUSHED ROCK 10 BE PRIMED. SANDED. AND ROLLED IS RESPONSIBLE FOR THE REMOVAL FROM THE SITE or ALL DEMOLISHED • GENERAL CONTRACTOR IS TO INCLUDE IN BID ALL UTILITY COSTS NECESS 'RY T PRIOR TO PLACING OF ASPHALTIC CONCRETE WEARING SURFACE. A TACK COAT , s MATERIALS. THE FILLING OF ALL DEPRESSIONS c..AUSED BY DEMOLITION AND PROVIDE COMPLETE ELECTRICAL SERVICE, SEWER TIE-IN. TAP FEES. SHALL Be APPLIED AT A RATE OF .05 GALLON PER SQ. D. OVER ENTIRE AREA .FP 1 THE GRADING OF THESE AREAS SO AS NOT TO BE OBJECTIONABLE TO VIEW. THI CONNECTION COSTS AND WATER SERVICE AS REQUIRED BY LOCAL CODES AND TO BE RESURFACED. RESURFACING SHALL BE COMPLETED WITHIN 24 HOURS CONTRACTOR SHALL OBSERVE ALL REQUIRED SAFETY PRECAUTIONS IN THE UTILITY COMPANIES. OF TACK COAT APPLICATION. THICKNESS OF SURFACE COURSE TO BE AS SHOWN r ' )ERFORMANCE OF HIS WORK. ON GRADING PLAN (SHY. C-4). MINIMUM THICKNESS TO BE 1 " . i I , i THE CONTRACTOR SHALL BE REQUIRED TO EXTEND AND CONNECT SANITARY z 3 x REMOVE ALL VEGETATION. ROLL AND COMPACT AREAS BEFORE REPLACING FILL. SEWER TO 1HE EXISTING SEWER SYSTEM. IF SEWER IS NOT AD.1ACENt TO ALL LJT,, STRIPING TO BE ','EL-0W REFLECTIVE TRAFFIC PAINT AND IS TO • 8;IN-,- FILL SHALL (3E PLACED IN 12" LAYERS LOOSE MEASURE AND COMPACTED TO 40% THE SITE. THE CONTRACTOR SHALL BE REQUIRED TO EXTEND THE SANITARY CONFORM TO STATE D.O.T. SPECIFICATIONS. - OF MAXIMUM DENSITY AS DETERMINED BY AASHTD-T100 70 FILL SHALL BE SEWER SERVICE TO THE SITE IN ACCORDANCE WITH THE PLANS. SANITARY 1d ',il LOCALLY ACCEPTABLE AND SUITABLE FOR FILL PURPOSES. THE TOP 12" OF SEWER LINE TO BE CONT ECTEU AT A MINIMUM 2% SLOPE USING A MINIMUM ALL WORK TO ,,,a PERFOMMED THAT IS NOT COVERED BY THE56 PLANS Y r �' FILL OR CUT UNDER PAVEMENT BASE SHALL BE COMPACTED TO R5% OF GO PIPE. MATCHING EXISTING PIPE MATERIAL UNLESS OTHERWISE SPECIFIED. .SAL!- BE CONSTRUCTED IN ACCORDANCE WITH APPLICABLE STATE. COUNTY. III " MAXIMUM DENSITY AS DETERMINED BY AASHTO-T100-76. OR LOCAL CODED. ALL WORK IN PUBLIC RIGHT OF WAYS SHAI-L BE IN 0 �" 1. CONCRETE SIDEWALKS TO BE 3.000 POI CONCRETE. 4" THICK. WITH ACCORDANCE WITH ALL STATE AND LOCAL REQUIREMENTS AND STANDARDS. , A THE CONtRACTOR SHALL Be REQUIRED TO STABILIZE SLOPED AREA,:,. 6X6-W1 .4XW1 .4 WELDED WIRE MESH REINFORCED WHERE DESIGNATED. + ' THE CONTRACTOR SHALL GRADE AND SEED OR SOD THE AREA WITH THE PROVISION 24. CONSTRUCTION FOR THIS SITE SHALL MEET THE REQUIREMENTS FOR ZONE THAT HE SHALL MAINTAIN THE SEEDED OR SODDED AREA AS REQUIRED UNTIL e. ALL CONCRETE CURB TO BE CONSTRUCTED OF 3.000 PSI CONCRETE. SUCH TIME THAT THERE IS SUITABLE GROWTH TO ADEQUATELY PROTECT THE 25. HEIGHT AND SIZE OF ALL SIGNS TO BE DETERMINED BY BURGER KING EMBANKMENT. THE MAXIMUM ALLOWABLE SLOPE SHALL BE 2: 1 . CONTRACTOR '. THE CONCRETE TRASH ENCLOSURE APRON SHALL BE 6" THICK OF 3.000 PSI CORPORATION IN CONJUNCT,.ION WITH '.'HE FRANCHISEE AND MUST LONFORM TO SHALL MATCH EXISTING GRADES AT ALL PROPERTY LINES AROUND SITE. CONCRETE REINFORCED WITH NO. 4 BARS AT I6" O.G. EACH WAY. ALL LOCAL CODES AND REGULATIONS. HEIGHT SHALL BE THE MAXIMUM AL-LOWED Cr ""' 14,16 UNLESS OTHERWISE SHOWN ON GRADING PLAN (SHT. C-4). BY LOCAL CODES UNLESS O'HERWISE NOTED ON PLANS. CONTRACTOR SHALL- f� `•sth CONCRETE DRIVE-THRU APPROACH TO BE 3.000 PSI CONCRETE 6" THICK WITH VERIFY SIZE AND LOCATION OF PROPOSED BURGER KING LOGO WITH BURGER (f.1l DIMENSIONS. BUILDING LOCATION AND GRADING OF (HIS SITE ARE BASED ON 6X6-W2.gXW2.R W.W.M. WITH EXPANSION JOINTS AT 1J' O.C. KING CORP. PRIOR TO CONSTRUCTION. s AVAILABLE INFORMATION AT TIME OF LAYOUT. DEVIATIONS MAY BE NECESSARY THE CONCRETE SHALL BE COLORED BLACK TO APPROXIMATE ADJACENT PAVEMENT .f IN THE FIELD. ANY SUCH CHANGES OR CONFLICTS BETWEEN THIS PLAN AND COLOR. APPROVED ALTERNATE TO DETAILS ARE NOTED WITH INDIVIDUAL DETAILS... FIELD CONDITIONS ARE TO BE REPORTED TO THE ENGINEER PRIOR TO ANY OTHER MATERIALS THAT ARE TO BE SUBSTITUTED. OTHER THAN die ,c STARTING CONSTRUCTION. 7. CATCH BASINS TO BE CONSTRUCTED OF 3. 000 PSI CONCRETE. SPECIFIED. ARE TO BE SUBMITTED WITH SPECIFICATIONS AND DETAILS TO ' ENGINEER PRIOR TO FINAL BIDe. 41 E ALL CONSTRUCTION OF UTILITIES TO BE IN ACCORDANCE WITH LOCAL 3. ALL CONCRETE PIPE 12" DIAMETER OR LARGER SHALL MEET THE REQUIREMENTS a 9 BUILDING CODES. OF ASTM DESIGNATION C-76 (CLASS III WALL TYPE B) UNLESS OTHERWISE . FOR REFERENCE ITEMS 14- I R. THE CONTRAC"(OR IS TO FURNISH LIGHTING H Q Z Z pi NOTED ON THE PLANS. ASSEMBLIES FROM ONE APPROVED MANUFACTURER ONLY. LIGHTING PACKAGES "i IT IS THE CONTRACTOR' S FULL RESPONSIBILITY TO FURNISH AND INSTALL GAS INCLUDE BUT ARE NOT LIMITED t0: POLES. LIGHT FIXTURES. MOUNTING y Q O AANO WATER SERVICES AS REQUIRED. LINES TO BE INSTALLED SHOULD BE I. COMMERCIAL DRIVEWAYS TO BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARD BRACKETS. ANCHOR BOLTS. AND HARDWARE. EXTENDED FROM THE CLOSEST GAS OR WATER MAIN CAP PLUGGED AT THE SPECS OF THE CITY. COUNTY. OR STATE HIGHWAY DEPARTMENT. WHICHEVER I- BUILDING. SEE SHEET FP-1 FOR REQUIRED WATER SERVICE SIZE. APPLIES. . THE CONTRACTOR I5 ADVISED THAT THE SOILS BORING IS A PART OF THE BIDDING DOCUMENTS. IF THE SOILS REPORT IS NOT RECEIVED WITH THE BID a. 2 3 0 ' e WHERE NO. 57 IS SHOWN ON SHEET C-4. CONTRACTOR IS TO INSTALL A 2. PAVING TO BE FLEXIBLE TYPE. 2' ASPHAI-TIC CONCRE'E SURFACE COURSE. SET. IT IS THE BIDDER' S RE'=PONSIBILITY TO OBTAIN AND REVIEW THE SOILS M 4- 1 /2' GIP WATER CONNECTION FROM MAIN WATER SERVICE T(' HOS!'- BIBB AT BASE TO BE 6" THICK CRUSHED ROCK OR OTHER SUITABLE MATERIAL REPORT PRIOR TO SUBMITTING FINAL BID. SOIL REPORT BY rA<-iF1c 1T95TiNLq LA?4 TRASH ENCLOSURE. SYSTEM TO BE INSULATED AND FROSTPROOFED THROL'':1OUT APPROVED BY LOCAL CODES. COMPACTED TO 4r% OF MAXIMUM DENSITY AS 9c 4mn 'Q WHERE REQUIRED. DETERMINED BY AASHT0-1 1 00-70. AND SHAPED TO LINrc AND GRADE AS PER ho NAr .(.241,, ..,,,,e,s_44.6.4. IS GRADING PLAN (SHT. C-4). w c ELECTRIC SERVICE AND TELEPHONE SERVICE TO BE UNDERGROUND THROUGHOUT ZU) ,41 SITE IF ALLOWED BY LOCAL CODES AND REGULATIONS. id OWl JQ H 5/65 I > g >.; 1 , . 1 H J Q o �" x . A - AGORA LIne9 '� q N07E5`s. s, I. WROUGHT IRON PONCA TO Oa TRSAfeO WITH A RUST INH151f1:S Y OAT• MLV S OLL r -aNLL0sums- ORA PTi Lt• PRIMLR AND TWO COAf9 OF SLACK LNAMt PAZNf, fr +'- •-i -moi //AMLtSB. CL{AR. ACRYLIC t1 tl PUMP 01� S•' CIOµ VALV / a• T•• '`4 SPH&R& NL - IA• CIA. 2. PROVZDS A' -0' WIOS (MZN.) 99AVICC CAM U999 OfH9RWI9t / t '. SptLIIIAD by LOCAL BLDG. COCA OR tOUZP. MANUFACTURtR 2• P.V.C. 3• P.V.C. R9FRACFORI MOAT Rt l29fAmT �__________ R10UZRS.MANf9. SAO PLAN LAY-OUT FOR LOCATZON. 5 OZaLMAR ./ DOR091LSLAf6 GLASS• 1.6.9. LIGHTOL TYPO V DI9TRIDufTON IOR YOD-1031 (DRONZi) 1 ,0' y., A •; � 1 -IOOV-AIR (OPT20NAL) LS'I '•'•A-•-•-� LAMPNOLDORI MOX UM BA99 - •.. 1� _ b*SCK CAO 190LOZtR COURB9) ..J CURB • R6•RAOfOR SUPPORT. COLOR • -Y•xf•kJ/16• I ' -A• k I '-+• • A' A ATOSWALK �� PLANMR ff R M01ANf IN MAf Cr•9 LUMINAIRt FINISH STOOL ANOL-O V/ BRICK PitR VARIt9 VAR199 VA t OP9m1Ne I !-]/t•%1 -I/2• &• x t• CONI. j I 7o j �q, E •''r -3/+• DIA. 11 fAftR1 SMOCK-ADlORDINC fW29i . STAR ANCHOR 10P V/ Y•+ VtRT, - SLIP. FIT LOCK pSTfM - DZt LAlf f DOTTOM 2-I/2• ••AA' ALUZmL'MN PLAN s I EOW COVER a 6� r 1 LONDJZTS. N / MATCH PLOY LSns CASK, T I LOCKING ART 9CROUS1 I 6'{O�UOOLPOSNA%f I SECTION tt / //, II lti 1/A-20 ALLtN MLAO )l av GUr reR7 OROUT- ' jl II 1 MARDINSO 9ra9L • K / I I PUMP #2 App"fON Jbx_w_- -A ' 11 p ORal.ao OuTL9f BOX '-- " ' PLAN VIEW . B 2-1/2' CONDUZ' 9. M.W, p� ��p Y ROUND LORN099 •. PUMPORTAwwo, 300 . S/PO-CORIOLL IR OF OXZT LICIT F%XfUR& Dv LZGHTOLIOR •TOO-1031 l&RONZOJ 1 -100W-AI4 1/t Am. /IHR• 1.7&0 R/M SECTION "A A _ PLAYGROUND FIXTURE C OPT I ONAL ) - 3 Www. tA6 v0.PA 9CALt13/0•=I • -O• _ ( Y• ) tMML4R STNOA PORT N0-P.C.C16.06 � T•��] n � • Mt 40-P.C. b.V. •''� I• DOOR SCORE LIHOO 2-1/2'X16• SMT, •GILL _ CONfR0. PAN{., LOGIN SfDaA), FORM OR OVAL rRANSITt r-(1 ) VP .$%MCLS) GROUND FAL16f I f - ,� &UZLOZNO vµL C'•D" VALV{ 3• MIN. 0/ 60UIV. 9226 / INTARRUPT•R R$C&PfACLa two, GFT) AT 1t• ADOVA CRAOO WIORO ZmOzLAfSV I .0' 13.3, 1,7' "fS VALVO Id !,•X30• ON PLANS. STROLL. PLATO CMR Sf"L. PLAY• COVSA ••". �� •. ..'. ', .. 6666", I CRICK-CAP f 1 (areal. ONLY) M, I r SECTION "C-C" Y 1 kALAl3/A'•1 ' -O• K•ALaIJ/A•-I -O• ^ •• FAL• BRICK Z NOT A r f0 M 3000 p$I ~L 01 1 1 (TO MATCH DLOC.) 1xi 0 /1 cOlaAZf ' - w P. ! 8•x1 • IA OA. RA �- I j I fO►-XI ••IOp{IOIAA. RAZL �_ 1 '•0•• N I .•, 1 Or P•V•c• fM !. VM&b CURB. GyttM. ANO OZDSVALK 11 O%f9TZPW. RaMove /t' 1/t• fop • boffom r oil 1 1 I 3/4•e 11" PTC&ST I I�LanC. P11M CA&LO ISO- or CURAND I AO. IA• SZODWALK btfw•m IAV CU». . !. T(yS roar I I Fro. I a` D{ICHMr owl. 11 1 1 AT b• O.G. I 3. ALLCONCR•f• /MALL M IZNISHOD A• 6X%STZNG. Af 6• -t• IMAX•) `` -,•%1 ' -,• LONL. Ifo. I I� II 7♦•• C'tat.AM tl&6i ,, k OISNT Af CURD IAN VMZLa 06ACZNO CONCR11f• ao � V/16b V&Rf. L.-� I +o ii•wnr ifAMA. PLAN OP TYPICAL SR ICK P IER AND j-I ' •' � ELEVAT I ON �1 '• 1 D• star I I RLiNOINis AT ALL CORNERS - t11VOltf t S I DEW K UNpERDRA�N LAYOflOUNO FENC I NO �n� 8 9LbVArfoN I _ - ( • 6CALN a/M-1'•0• r CU sOALQ 1'-B' -O•' NGV. 16. las 1 fn EO E M sNOWN NGV. ld. 1QAs9 NOT TO KALE Jp". 16. loss /fNTSWD p1AOSN0 AND 6RZCK Pian A• come. •LAD V/ 6•X6• &RICK PTM 1 I ' LANDACM:NO &Y LAmOaLAPS, MY w• N6,10/10 V.V.M. ON S• "MONO V/ 2/ i'; jl Oaf�p�( COMAcr•O GRANULAR WROUGHT SROM COR66►LL I PIII►a L•bvtL "� co1lfRAcf6m. Q] /tnca. $aa r- 21' • tl L I I R�fM"wtfM I� ,►x{11 PLAN VIEW � icA°iio ox t RAILROAD nLL.-� M, AS par ®/ PIIIVIO& I nN ARSAN TO VRGI/GNr IRON 1/t• Him. ♦•%6•X9/b• DI O VSiNZN 1• NON-RXfRU- IAVOR TZ • M • •` •• _ I I TIP 11 =IN 4 FINISH( /a T. wa • • DING SXP. -':• /LOfAf% / M, GRAMS. v r. ; T. / JOINT ^ 4. •. `1 /1'X I/t b/6• DIA. . 1 •' 1 1 l• A M 3o9r 60.f/• 60L TS r1 1' I IIt;0ae11 • .r 'r A 11[:arv1 • It'-t•-� 1['-t• 1!• -I• j POS . ' i. A •_ Y I pICAVaL 'i -i --1 1 GRAVOL iw r 1 . _ . .; . C a r 1 r.. I, TAI N.fv. 64X I OIZLL �• I fFZLL` it Lr • w ,^, ELEVATION lsY .) " F I I 't �{ t 0 1 1� 1 t & e 1 !w • A FOH IOOFZNC 11 I ' r PO/f roof ING I I I t`W14 t�N• NOTESt �'d„` ervono ••• »RI. Pvc .."�•' eevonD-T"I � ••• vsN1. vvc �t •• - 21 0.1 - f1 �- 6.0' T_lT(T- UM IN MAAVY fRA1/TL AnaAS. 1DRAZMAW PIM 10RAZNAM PIRA S.O.',�� _ g=� It' t, Sf••L PLATS TO b{ 10 OR 12 PSaR IOOTZNGI I 1 IPLAC&O AT PZaR FOOTING I I 11LOWIPL.AcST AT - I I `�• 3� 11_I� I 1 '•3• GAO{ •FLAT. GAV9NN♦ AND DAN SOYA--I 1 1 ILOVNT $N06 OF AV{MRNT AND DAN baYOPq--�I I 1 ILOVi/f /NO$ 00 - '� Y•I• AS SVa LfFAND ON 1 l._____1 IPLAYGI(OUNO AS $PACZFZAO ON I_L_____1 IpLAYGROUMO SECTION -A-A•' •CN. 3. IF GUARD RAIL Z$ TO Da U"0 SHORT C•I /zL1aR /AbRIC - ARM • f%DD SWSf C-I KL fan FABRIC ) ARM • TZ0D D 2t LI AS A •OOSAN SOPARAfOR. MT ,At PaR MR'A. *PACO. INTO prAlmAp "T AS FOR MFR'.. lPaC6. Zmf0 DRAINAC! r �i:. ' P Z INSTALL Ifaow PLAT{$ ON STD. 6' LONC. Cumb-' 9vefam. IOpf. $TO. A• CONT. CU E SECT I ON BOTH 9200. Op SACH POST. UNLA9S Of RVI" NaLIPIRD popT•M. IOPf. FOR /OIL/ V/ unLatp oflyRVT" 9PacsrzeD IOR s02L$ v/ "t DST. POOR R►RL.J !N OOT. 1 POOR PMC.) &` QUARD RAIL STEEL PLATE ) f PEA ORAVEL`PLAYGROUND _� PAVER TILE • PLAYGROUND FT TA A ` b I EOPILEI ' -O" >AN. 16. los$ sCALE11/7"-3 ' -O JAN. 16. 1os9 tORLE_r 1/7'- 1 ' -O' JAN. 16. loss !GALE. 12'-1 ' -O• A• CONC. WALK (DRU0400 bRZCK PISA P MO 69I4R ICM �A FINISH) V/ A•X6• M0.10/10 V.V.M. eafOND V/ MY aa& • d • ON A' COMACf&O ORAMIALAR /ILL. WROUGNf IRON wf. - BALSA OF WN- yX t NTAZL PONCAJ.� "I w A 6fAKS0 • • ` W a•V Do OCT. /•n) 6[4M PPM m • K � �• ~ PON" T '�IRON �"••�� I • • m G r.r:i.i. r.....: r: .r r..'d'it V • ~ • • Sall. M .'.ri�..,k IIYGDOSPI ' I L y 11 • w I I f• LOM. M. O 111 f 1 t OOUOLR POW 0I BALSA ST $TRAY f0 M X POST FOOTZNC SOOT /pOTZ110 I I GRAN. I 61/S. OR . 31 I w MYO961- FILL I NLID I 11 GRAADING.PRIOR "O fN► !TART 4 ROUGH V� ••I "NONO�-� 11A•• PlBF. PVC �-j I wfrzma. PI•R FOOTznc I I OFACS0 AT A PSN PSOR SOOTING I I I I INSTALL AS ALT. _ 1 Cil T 2 •r , ♦;^. AVAM►Nf AND DAaa D9YOND--�I LOVAIf iNOB AV•IMIIr MO MSO D•YOmp--�+j I I KR MR'$. ASH 1ptCIF3AJ ON 1 -__ ___I IPLAYOROLlNa ASH aPbGZIZOD ON 1_l._____! I $PON. "a As SP C-I /zLfaR PASO IL ARCA 1 TLSO I MSf C•1 A• LONG. 8•Ab pLYGRnO NO S !N A! POR MIR-9. 9P&C9. V/6•X6-• n0. 10/10 V.V.M 90UZP. PLN. I . RAF. FIN. /L. SHL&V, FOR ALL ALTCRNATS9 = l•C INTO OIIA1NOPT STO. 6• LONG. C Z. C.ONTRALfOR 19 TO ROFOR TO ARCHITACTURAL AND SVZL • 9Y ST6M. OPT. 1 FOR SOILS W/ 18 aTffS I S" 9P•LZSZaO tNGTH69RING DRAWINGS TO VCRIFv APPLZCADLt ALIORnATt. POOR P&RC.) 1 CONC. W +ALK S PLAYGROUND lel1 ' -O' O &'L RF_ F• 8 9K-60 OR IV E E THRU DTAIL_�1 SCALE. 1/2"= 1 ' -O'• Jp1N. 16. 1883 DJ EOI1ILEI 1/2'- 3E. liltA SGALEt 1 "=u' -C" NOV. 16. 1983 `L�/ _}.� t.[ •• CONT. SLAB V/ F•XA• 60ZCK PZ►R A• CONC. WALK IBRUSM`O 69ZCK PZAR NO.iO/10 v.W.M. 01. A. D6YOM V/ /zmzaw) V/ 6•X6• NO.-O/10 V.V.M "TOMO v/ l.•0' E Z �, W FILL----- CRAnu1-AR PONCA SRO./ On 6• CO•'PACTso GRANULAR /ILL. DST. IRON pvw. i- FRONT V I /I t -/10 = d /&mct(y�� "t 1 .0' I� rpVMf. (TTP.) �• = J FILL.-- 191'KaIy}L•,� AN a NTAZL af. `G•/ +III StA LMT. C-1 � Q Oaf. C/ 1 I No V N 1/2• MIN. • Xt X9/t• v NON-t"IN. 4'X*'PAVOR %/ • • 7T_ ......... :iw �1, +r DING aKP. - vSM TZS t RabM$. K$•L 39 CIS JOINT . ' - .+'Y x X.. r. , .r ,C �)( X X n PZCK&f$. OR t•Xt• Q .. . w :. X 1 � ; I �r STAK•$ 1-1/t'fO t, w 1� ��f V Z 1Z' L •• I I I I SYN. d1A1 :.i ,7.. PD�O9ONDOOT_ ZNCT.' IBJ 1160OR 1 r I1, 0O$OIOMTf-- I I {SURF, 119 � W l/ ' •'. tel'! I DA" AS ROD 0. \ vZR• OR NYLON 6011tH) W Q • "t SMT, C-1 M1.6/ ARaOUZROO PIA* poof}NG � I I IMafALL AS PIRR FOOf1mr � I I NAPA" At . M VAVWM6NT AMC •DAM BO Y ONO__- I I POR 1IR'6. AV9N&Mf AND MN DNONc>--�j I I I MR woo-9. FOR OURADSLf fY V A9 lP9CSIStO ON \ 1_l.-- ___I I SPOCS. "e At SPOCZFZRD ON I_L I I NrCS. "R sNteT C-1 PLYORNC SHORT C-' f�Q�'�� pLYGRNO SGUSP. Pur. 7LaP&_TAYGROUNP AS AOUIP. p6m. AN HUM I NO BALES l I fR��+• J 3TD. 6' cOmc. cuRl� NOTE. v&R GRADInO $LAN. Z UNLC!! Of RVI9t SPOCIFISD SLOP& PLAYOROIAq set m'. At PAR ORAOZNC PLAN. '2 • CONCRETE SWALE _� TILE d SYN. SURF. • PLOND. e 00NC• d SYN. SURF. S P.6_ 86 •.o sca�E �caN. 35. :993 JU STRAW EIALE BARRIER p C-8 I •lOv. 16. If SCALE• 1/2" 1 ' •.O' TO SCALE JPw. :6. :0619 Vl -_F. 2` = -C" -O" NOV. Is. loss A 11/IAAa