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HomeMy WebLinkAbout645 • L' 4- .... rra�os i•�ac c �a�o,�' ,� �y�► GENERAL N OTES L I I� !LJ 501 i. ALL WORK SHoIL 6E DONE IN AOcoRDANCE WITH THESE PLANS AND THE SAN DERNARDINO COUNTY STANDARDS AND SPECAFICDTIONS, ee5 25 Q, BENCH MARK% CUT RO" ON TOP OF CURE ON N. END OF CURB RETURN � N.W. COR. 15ERYL [17P L[ PEQwaa PE.e 5' S� - —"� 'WAND BAN`ION * A.-2'39 I ELEV. I&WZ. 11 t3 ADD 1000.00' TO ELEVATIONS SHOWN �� OE,, l •,` �` S 6- 1 0 S. STREET SIGNS PER SAN 5EFRNARDIN0 COUNTY STANDARD#303 AND*505A SHALL ESE CONSTRUC- ir�t f.t3oa•c*sr � a G. TED AT EACH INTERSECTION. -+--�. - -- �"�-!- _ • — '_ _- V4� Fr. .cP C' g' JOINT ��� FT, ___.T _ _- arsr • JOINT a F4. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND(AND TELEPHONE OR POWERPOLES� WATER -I � :,. ,Q� 4 WoZc i - =j�, (t/. Q�/ METERS VALVES H`f DRLNTS ETC) SHOWN OR NOT SHOWN ON THESE PLANS W ITH(N THE Frb • - �� -- - I DIVIgIbN O IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS DONEL MITS bF THS UbSHALL PL5E REMOVED OR RELOCATED AS RE UIRED AT NO COST TO THE SAN SEf�N1aRDINO v► c sres. 576r19N�8 CONST. b"C. 6. o : - e a. CO N9T• G"C.'$G. COUNT`! f�OAp DEPARTMENT, Q �rsA eff?4D r• --•- PER STP. Il eo PER STD. 116 5FC770,Y CI-6^- �y�� pf.�llL 012'Q �C. 6Gt+' J COFN9T. A C. f'A�/EMENT (D.ZO' A.C� 5. COMPACTION TESTS OF EN1E5N.NKMENT CONSTRUCTION TRENCH BACKFILL COMPACTINCa — -- c ® 0KI6INAL GINOUNO AND ALL SUubGF ADE43 (9HALL BE �Ef�FORMED AT NO COST TO SAN E�ERNAKI)INO COi3NTl , A WRITTEN REPORT OF THESE COMPACTION TESiS SHALL 6E ' 50' R.O.W. GARNET STREET PILOVIDED TO THE CONTKA-CTS ADMINISTRATION 01vISION OF Tt--IE ROAD DEPARTMENT ioZ f _ F=0(� APPROVAL PRI0FLTO PLACEMENT OF E5ASE MATERIALS AND/OR SURFACING, c�.oc sr� .ovc� to, - J 6 ; e TY Pt Cat SECTION 8c EOC..Ee fiyirN - 1 1 gCOLE : HORiZ. '.I P�'�VERT. . NOKE 6 • WHEN CURB DEPRESSIONS ARE PROVIDED FOR DRIVEWAYS COMPLETE Dp�tYEWAY CONSTRUC- 40 ^ "EC ` I �= TION WILT" ESE REQUIRED IN AC=CORDANCE WITH COUNT4 KORO DEPARTMENT STD. v ` — �--al- --, h - - 1(4 r , ._. •- '�r�°�_ • ! :_� 6�n' R.o.W DWG. NO. 128 OR RELAT CI ► A 1 qo '42ep ----- - - - - -- - - -1 EO 5PE F C TIONS 1 'W ?AM" _ t' fsq�►►er oi►at' '�3' 7. WHEN ASPHALT CONCZETE IS PLACED ON NATIVE SAL_ WHICH CONSISTS OF A ROCKY MATERIAL /NIET I/fTll/G [plf,4 -- exist. rj/Li II , THE SU156RADE �iHAL - BE PREPARED DY REMOVING, ALL ROCKS WHICH PftOTRUDE p130VE �- L', x 3%x s/ic- tips SUbGiRP DE AND ALL VOIDS Ofx, OF-PRE59IONS SHALL BE FILLED WITH p. FINE GRADED &I 12't EXIST. PO•VING TRIM TO � MAT6KIAL OF A QUALITY E3ETTE(R THAN THE NATI�/E MATERIAL j�''f if A/�l//Dll�'IA/L t...,-le Ar"41W 1 ,w_ jAG NEAT EDCIE a /.VN�L[ �NSTALLO.1DACt'AP yq, FT. S. A PERMIT WILL bE REQUIRED PROM THE SAN 15ERNARDINO COUNTY ROAD 0EMfwTMENT Q �L1JN TD 4 t 2 y" _ /Y, ' PRIOf� TO ANy EN.CKOA.CHMENT OR CONSTRUCTION W(THIN THE ROAD DEPARTMENTS EASE- __ L/LU�iC 40Z !J 411Y4T 4 r 41(7 Ar7-L_ IL --� _ - - - _ � � WNTS OF, RIGHTS - OF WAY . I� i4D Sr�lE _ q CoN9T. g"C•� G. PER STD. 115 9. ADEgUATE STAKES SHALL bE SET E3`I THE ENGINEER TO ENAbLETHE CONTRACTOFtTt) CAN- CONST A.C. P"SMENT / STKVCT THE YVOP K TO PLAN GRADES. ' 10. SU�CaRADE STAKES DRIVEN TO PAVEMENT SU5GFADE ELEVATIONS SHALL dE SET e"f THE BANYAN '5MEET CONTRACTOK OF. ENGINEER. THE STAKES SHALL ESE AT ALL HINGE 1-61NT.1 E� DGE OF PAVE- MENT AND CKOWN POINTS WITH IN O. OI' OF THE SUESGRADE ELEVATIO-f I AND AT No GURb LINE ' `DP MOF F- THAN 50 -FOOT INTEfZVa•LS. ADDITIONAL STAKES MA`I BE NEEDf"p AT WARPED ---- --T -- TYPICAL SECTION OR VERTICAL CURB AREAS . SUbGKADE STAKES SHALL E>E IN PLACE PRIOFZTOPAVING • , " .r� �o" �- IS~ CLA55" R SCALL= : Ho RIZ .1` 0b jVep.7. N�Ne TO PERMIT SPOT CHECKING OF SUE3GFZApE ay INSPECTION PERSONNEL, 1 I G Xd 6 6QEY hEVEL IKOCB CANc ETE SCJ�I��,`�aI'E I/2"RADIUS CAST MONOLITHICALLI STV. c WALL PER GGI R.o. II. IF ASPULT CONCP_ET'E IS TO SE PLAMD DIRECTLY ON 9066RADE A SOIL 5TERILANT RE615TEEEV BY rue L`.l?A. FOP _ STD. PLANT 410.301 'G=— USE UNDER A.C. ANO P.C.C. St�ALt t3E UNIFORMLY APPLIED /�T TUE MAIJ[IFACTuREQ'S 2ECOA�(UEIVDED 12/SrE- I BL4%',C WDLL/f,P N OTE: 33' 47,0,414N/VV V/- ELINE. INSTALL C CTION �, II 2Q OR t0E FULL PAVEMENT WIDT9 P00e TO PAVIN6. 1 JaNTS PER TO.stir 12' 2 EXIST. IQ-. ALL WAT'Eft SEWERGAS LAT _9-ALS SHALL ESE CONSTRUCTED TO EACH INDIVIDUAL LOT024 0.C, CONC.FA.VewrtsfT PRIOf, TO�2"RADIUS � REMOVE EXIST. 1'3. AT THE COMPLETION OF PAVING* MATERIALS REPORT SHALL 15F SUf5MITTED TO THE CgvTRA ° • 4��I/t 4"CURB>IPvN� ENGINEEfZ OF THE SAN P�ERNARDII�lO COUNT`I RoAO DEPARTMENT LISTING ALL TESTS O9 - = DETERMINATIONS COMPLETED To VERIF%f : 7 -�` _ a �+%ET INSTALL 0,10'A.CZAP A . K-VALUE SI EVE ANNL`f I A SAND V LE F It, S S ANC> AN Eq V 1 A NT O AG G R>=G AT E gAS 1r , j - I r 4 (9 6 x G tfe •bt +C STAE)ILIT` I CONTENT AND SIEVE ANAL SIS OF ASPHALT SU ACING - . • THE RESPONSIBILITY OF ADJUSTING MANHOLE C.OVERS PAVING REPAIR AND F'AViNG RE- ' • -`�� 44"WIDE CONC. FOOTING 4 ti: PLAGEMENT VN CONNECTION WITH SUBDIVISION SEWERJAND WATER LIME INSTALLATION .� fL�QT/G3'V 14^ 24" \6AWCUT TON NEAT EDGE CIF REQ) WILL. ESE` THE FESPONSIE5ILITY pF THE OWNER AND SHALL BE ACCOMPLISHI=D IN COMPLIANCE - CONST. VVC.f. C.#G. PER STD. FLAN*115 MOD CONST. A.C.PAVEMENT (O.S' A.C.) WITH COUNTY ORDINANCE . S 'I/ON MR DETAIL I-r-�-r �. D E T A I L E55Kl L STREET ® 15• AT THE COMPLETION OF BOUGH GRADING A MATERIKI-S REPORT AND THE PROPOSED STRUCT URAL SECTION SHALL f5E SUBMITTED 6y THE TRACT ENGIN EER TO THE SUbDIYISION SECTION OF TT-IE SAN BERNARDINO COUNTY ROAD DEPARTMENT FOR Review AND 12 " CUI�� AND GUTTER TYPICAL SECTION EVAA-UAAPPROVAL WILL PSE GIVEN WHEN ALL STRUCTURAL SECTION REQUIRE- Mt✓NTS HAVE BEEN MET. } i NO SCALE. SCALE : HOKIZ . . I"= B') VERT. '. NONE 4 N, _ ICb. PDAD MPARTMENT APPPOVAL DOEC A/t7T IMCLOVE IUANTtTY EmMATE.VIA - _ O U 4 N T I T Y ES T I ful AT E No. DESCRIPTION QUANTITY UNIT �o S I 11�Y17/JG'�lJYfil/fiUT/f? 11p/C',4Z ffGT/D/V'Alp 141M NI f/S ,�Z A33 1'f 4 MJ7. /Z"A/V 'alyp 6UlTfB IM sTIJ. /f/Ji!'ND. //S(f;IDD fB5 z,, . 3 aN17 B zVfg AM 6bIW Pff fI PZdN ND. //5 �2D Zf. /I``'5°ze 4 CEHST. 6" z1aff ANTI („�/llfp ��,Q i PLD/f/fD. AV/ /0/` Z•/' 5 �'Orl�t7. PCC eIZZIf 6077 ff f1;r,0,-U1f110/ //9 937 -rl 6 NlflJf,T C',(YW'kfIZ,& �G1ll,Gr,C& PZZ .tTD_ vLDrt/�/D 30� 1 F�A 7 Clflo7 ,&Mf "& 1,N21/27 p«1N ND. 310/ (Sffvfl�J/LT///1fklrlI) 71f Zj W p fzvAE 6t/J 1. Zd*&%e6 E 1,Glf'�11-1' IA`,l�fif lr A/A,QO"W deA&pl,2lL� JD/r�/ 7ZZ Zf. d , 9 ,�,Wrz f.�/1'T_ D,Qilf 144110 pQYf1/��T SO2 �f /v uj WILSON AVENUE d N .2 _< J W i 2 4 j 1 U � _ J K 514 1 1 2 • p TRAFFIC INC>EX SCH EDuL_E _) E3AN`(AN STREET SAFETY REi►ON31BiLITTs tBNTRACTOR AGREES � ME aritt As:UME SOLE ANf COMPLETE RESPONSIBILITY FOR JOB SITE CONG NS OURIRG TME COU,.S: OF BEM L STREET CONSTRUCTION OF TNIS PROJECT, INCLUDING ;TY OF ALL PERSONS Ah i# PROPERTY, TNAT THIS REQUIREMENT BNALL APPLY CONTIN. !KD O/T BE LIMI"' D TO NORMHOIDATHE0RKING 0WNER ANDRTNEAND TNAT EN8INEERTHE NARMLESL � AMiLANDEALMOIIABIEMTYFYANIP REAL pAN`IAN STREET OR ALLEGED, IN CONNECTION WITH THE PEAR !INCE OF YORK ON THIS PROJECT VICINITY _ AND INDEX MAP EXCEPTING FOR LIABILITY ARISING FROM THE .GLIGENCE Of HE OWNER bR GARty ET STREET � SGAIE: I"= ro00' TME ENGINEER. A ' EXISTING UNDERGROUND STRUCTURESI TAE EXISTENCE All LOCATI,,r - ANY UNDER- $ROUND UTILITY PIPES, CONDUITS, OR STRUCTUR[S $NO" ON Iu ►SANS ARE OBTAINED BY A SEARCH OF THE AYAILABLJ RECORDS. TO THE BER )vg KNOW- LEDGE THERE ARE NO EXISTING UTILITIE'S EXCEPT AS SHOWN ON PLANS. THE CONTRACTOR IS REQUIRED TO TAKE 1lttf PRECAUTIONARY MEASU�2:' " PROTECT 10 THE UTILITY LINES SHOWN AND ANY OTHEt -,LINES NOT OF RECORD OR NO, SHOWN 141. 0 IVO. ON THESE DRAWINGS. IT SNALL BE THE CONTRACTOR' S RESP0451BILIT�f TO NOTIFY P OA�f� Qy. E�klcle, WOK REP COUNTY OF SAN BERNARDINO TITLE SHEET T6-/26 TOE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED SEFOd: STARTING WORK. u�i1 �ft,�/ �t,��r U,! THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSI41 . I FOR THE l��l/LN l�G��+'/ES O1`' Str. SG ►on �' `I �1r ROAD DEPARTMENT NO UNDERGROUND UTILITY PIPES, CONDUITS, STRUCTURES BNOWN OR 0101 -n1NN ON /2 j1��f'� (� arp fl- fU/1•1j�D THESE DRAWINGS. APPROVED BY ROAD L'D1lA�lIfJ'A, PA. 92GZG DfSi��ED 1Y of+�� Nr Cn[CKED r� PWMZ /7/G) 5�9 B45? ` TRACT N O. 10.39 S I FILE 410U"ITTED IT cot . ASST COUNTY E NGR-RWS DATE �Cv .-�• /7iG / / RECC*vENDED/A►CROVEE BY Av Z7� DDl//D L. N'!!l D�iV ,Pl'f. /9�jD2 O,4Y/D L. X/QCDfi l zzl 134400 DDlE SHEET otR V) I PPR AT ASt ROA tO N1S1�0"ER EMI . DA E COUNTY E"fWER QAY� } s . In OD 1690 )(IST. AT A GROUND @ WEST 5 : . E N l�R t � } • x _ on curb --- --'�j F 2 A-• WEST CURE PR�Ft`LE t { V4 Y4 p to o tO CC aoI 107 0 f'' 16 9 O w � � � � - �► p s d� — NO O e ►t� el � o — :. ks o o — p Or p O O 1PN p Cj �e i o 0 o flZi EXISTINC2 MNI*H SURFACE A7CfrNTMLINE PROFILE l Ir07 0 0 + _ O — N — " �'� '1 0 9 G! _ o _ + R o cr Odl . , o �. i PROFILE SCALE NoRlZ. . 1"=40' VE RT 10=4 ' DOUDLE VERTICAL SCALE O 1 2 3 4 8 J� Culze) RErutzt4 oc,TA: 0 _ bEET �=90°i2'o8" 25 ANYAN STR 20.00' f { 1 4 SITIoN T= 20. 07 o fn r cc Il N cC ! 2 ti N � irrG��Kl4G ' 1 �+ 7- 2t? L p Z EXI SSPTT INCq /o V rj PRIvewAy 4 0 _ I � 4 REMovE z x 1 Ibto0.55T. . — 4 W w +�... .F 9' 8493' IoS.00' 105.00' c05.o ' ¢ 'Z43.��' W _ I = W -�� s Ex19i 24" CURB %n CIL 5 - � Ito87.35 t•C• � N EXtST. CURD 4 GUTTER %u � (I BERYL S '(o �w 0 �0 DAWAN STMT CONSTRUCTION NOTES t CONSTRUCT A .C. FA VE M ENT PE K"PICAL SECT ION ON SHEET 1 (5EE GEN.NOTE (5) 2 CONSTRUCT I2" CURB 4 BUTTER PER STD. PLAN NO. 115 (MODIFIED) OAV V I REMOVE EXISTI2CURS SAWNU I P 6MENT OR PRO DE ACCEPTAP�LE JOIOI FN PER COUNT`I INSP>✓CTOR ( SEE rrvicaE_ sECT rates' t) 4 CONSTKUCT 15LOCK WALL PER STD. PLAN NO. SOI AND oe,*a1[ swr / 5 RENt OV> EXIST-INcx PAVEMENT• PREPARED IS`f , FIELD BOOK REF COUNTY OF SAN eERNARDINO TRACT NO. 959 2) '" ° "° 76-/26 WALDEN 4 ASOCIVES, INC. zo ROAD DEPARTMENT PLAN AND PROFILE FOR 125 6 . BAKER STRt;ET, SUITE 150 Df SIGkED 8Y DrAWN BY LHE CKEc B. ROAD N0. 0g a (,4;r7 I? -Le)G 441A 92(o2to APPROVED BY BERYL STREET FILE NO --t-S��DMITTED BY �< /� _rC.DE ASST COUNTY ROADS DATE Y_ FROM bAN`lAN ST. TO X97' N/0 BANYAN ST. �v, RECOMMENDED !APPROVE( 8FDD 1.WALDEN, R.C.E.19402 OATS . t5-'1'1 MARK REVISIONS APER pAl E ASST Roao COkMlSSIONEk- G DATE COUNTY ENGINEER PATE SHEET G. of .44 1.101V.G• 44.31 49 °'1 O 1168492 PI on curb on c,Urb �v ' 4U m an curb tin O r, U1 r- 00 L9 "D t ti9. Q � � O on C r Q + I.I +r on curb 40.06 V•C. 1 7 d100 vc.4P o 6/4d y 0 m 2.34 0 o � 0 0 0 � } TOP OF NORTH CUKO / tc� J J o + 0 ac a- ctl 0 y N + !� O� ao t4 t•� O L .9 d' > � R FIE -�t .� Ill i. P _ � , O _ 9 t: - t9 _ w c9 m d' � �o So - {X0`7 f r` _ � � + 8 3 3 0 ,o W - > 31449' _ ... 31.49 + c- 0' w 0 00 �g - ` ro � fD + .�. aD curb d t9 i + r pC oO -- - _. __ - - n w o � � ' _ _ � + 0 0. � .1 Jr A` -- O - In 4` . LU v p o 3 N + o 0 IrD�S p. ! N oN � _ . _ 44 4 FiLE bTOP OF WAST CURB PRC1�?� N �YdldV4 o .1a 0 _0 bs 0 w _ t9 . I p 100 �!L _ N _ 04m _ - o- oO- + .9 Ci - o= r O Sr. N NTUR A,L ISD?a -o- GROUND (S 7� Iro70 p 7� ��o� S s Ea EX IGT. FIN ISH 'S FA + r Sl v a _ UR C Q 0 0 : So.ob v.0 - o p ?.I.= 1(071.49 J x 690 J y _ JW � -- �, _ o f p i ? FINISH SURFACE +I -9 - 16 mN + r- Ar.65 _ 1 65 ?� 0 t1 r cl co - -1 d• Lp co0 _ _ _ m r �r �. co ai co U\8 r N i� _ > co43- � 0 r cn w c9 _ �o a 6 `6G i �o�0 e a0 1 O 0 p U , 9 O - J 6 9- lj. + 98: 2 Y.C. on curb 1L ' cn cvrb 41.20'V.C. 44.3 f 44.36' - ' on Curb on curb P.I. jlo8�.92 0111 LyiL ui 'g ,e TO OF EAS I CURB PR FILE , 1 RoF . t L E SCALE t+E _ t�1- • us z. . I 40 + ,� N +� HoRI _ vSFT I " 3 4' _ E 3 .93 r , Q • o° L, 3 _ 4 S 12 l 3 14 15 IG ' . ¢ toW CONSTRUCTION NOTE S s 1� CONSTRUCT A•C. PAVEMENT PER T`IPICAL SECTION ON C3NEET 1 (SEE GEN. NOTE (5) - - _Q--CONSTRUCT 8"CU&b AND GUTTER PER STD. PLAN N0. 11;5 �¢ d/4 CONSTRUCT G" CURB AND GUTTER PER STD. PL,&N NO, 1166 c? Q--CONSTRUCT CROSS GUTTER PER STD. PLAN NO. 119 'U115t.35'tQ .0 r REMOVE EXISTINCa PAVEMENT 1'1 0 Q--CONSTIWCT CLEAF ANCE MARKER STD. PLAN NO. 304 ~ "� w W V4 o SC4L.E "=1�Q� jo d' N �Z CURB CURVE DATA ! Z -1 SCALE: )u=401 R=57oo'�5 r ° a r =41.zo' GARNET STREET BERYL ST'1 EET ? W rbANYAN STKEET T=21. 54' r CUR6 RETURN'OATA' SEE TO LEFT Cu9b RETURN DATA' CUR fiETURN DATA � SEE G EET 2 0 O d J �JO _ aC °90° 12' 08 h -,,cc � L-8104-7'r71211 e r n � o c 11 5 0 or_ d= q o 12 0� e*o , z TRA ITtON Z L='31 . 4-9 ' �`C r In., 45 r r ap L 31`5 R-31.49'• m Irr 2 Q- S p 33, o �9 1 [ T=2o.07' 7 18 I8 7 � T. 19.93' T=20.o7' cn p 0 33 AA t� �' � � oD o �� � � O + A 4 z + r %9�. 4co A)i cc 14+43.31 o- v \� 7 o X N ~ ��` ' 3�3 - I o I Ul 6 17 S 013` 3 - ¢ I7�.cm / ari.ICoTC. Vol ti = �r ------ C, • qi 6� Q iloto9.4U T C Ilnlo7. TC. _ iCcGo. 5' T.0 6 � :'X" r. F. F ( _ � -� .. N / L 0�. G.F. 8"C.F 2 I X-6 ! f 1667.s1 I(e(o9.31T•C. X . ICo84.loT:C. 4+7 .49 RAS ��. - � a„c.F Cv" C.F• 3 C'J Co"C.F. \, G' to N cot0..' Move XIST• A.C. P'VMT.Llf_FL b V6 ch 1664.10T.C. 165G.02T.C. ^� �' 12 Is �� („C F�' 3 �n Q� Cou C.F. �o"C.F. - `�``G �t bl�y / p� 85.0_1 105.00' 105.00' X2.44' 3� GBc.F TC vj - II 14+ 9.31 � % 6 ti.C.R. m r ij CUR5 CURVE DATA: a -- r� =262°49'10" �r. I - cc S s � [J2. , p I a R'43.00' T r { r� T I Z �1 t C n ,I �) + ( Ci I I IJ? L=1 7.24' / (/� H L / Q i� L/• �- 4- �) II V 9 a � II d� o � � 2T 2 e _ � �� aANYAN S EE i 2 4- S ( m ��- U TR T ¢ CUR6 CURVE DATA _ 0 Q 1 & 2 + p D= 41°24' 35" _ + o L= 41.20� BANYAN � 0 LSTRE _ ET T- 21.54 A G INET STREET 1'Rr;PARED try: FIELD BOOK REF. W. a. No: COUNTY Of SAKI BFRREFdQiNO TRACT N O . 9 3 9 8 WNL DEN ASSOCIATES INC. > Qy�� �+ _-�y�y1L ROAD DEPA� TMFNT � PLAN AND P R.oF ILE FO'K 125 E. 6AKER STREET SUITE 15,0 DtS!CNtD 6) aF w� s( CnFcoEa s) ROAD N0. COSTA. MESA,CL�.LIF6F_NIA 92Eo2Co APPROVED s� BA NYAN STREET PHONE (�14) 549 664-9 FROM 471 'W/0 4EKYL ST. TO DERYL ST. FILE No. SUPWITTED 9Y^Q•, /u _ C-DE. ASST COLINTYENGR-ROADS DATE / , ,s 6 RECOVN.fNCrED,AF FrvFr �. , s.�� GAR NET . STREET DAvID L. WALDEN R.C.E. I 402 �---- - ' 9 ArE AQ" K REVISIONS APPR pATE AssT ROAD CO VISSICNER E WE COUNTY ENGINEER DATE FROM bL�N`t NST. TO 47[0 ' N O BANYAN ST. SHEET � of 3 __. .... _