The URL can be used to link to this page

Home My WebLink About1159 BENCH MARK: GENERAL NOTES BENCH MARK NO.. 96-B 1. All work shall be done in accordance with these plans, the City of 19. The final or surface layer of asphaltic concrete roadway 19 THE NWC OF HAVEN VE. & 19TH ST. , 44 FT. W. HAVEN Rancho Cucamonga Standards afhd the Standard Specifications for Public pavement shall not be placed until all utilites and utility b 83 FT. N. t 19TH ST.., SET Works Construction - current edition. Contractor s�all be familiar laterals within the roadway have been installed, all on-siteDRIVE PIN w/C.S. -TAG IN TOP 5 with and shall be responsible for adherance to these Standards and improvements including all grading have been completed, and ¢ 170 7' AT THE E. END OF A HEAD WALL �'T020'/� Specifications. all unacceptable parkway and roadway improvements are re- FOR 3-24" CMP--ECFV. 1430.686 moved and replaced to the satisfaction of the City Engineer, 2. All pipelines or substructures of any kind, telephone or power poles, 4 3' � ' '� /¢ water meters, valves, fire hydrants, etc. shown or not shown on these 20. A//V,41_ APPKOVAL OP' CURY/L/NEAR S/VeWALKS SHALL ZVI AD(J(J5TE0 To plans within the right-of-way limits or in adjacent areas where PIT EX/ST TIez 7 GOND/T/DNS AS APP•eo✓eD BY THE PleOtle'CT f'LANA/E,e improvement work is to be done shall be removed, relocated or protected f MEG. /.SLANG in place as required at no cost to the City of 'Rancho Cucamonga. ANO f'UBL/C WovX5 /A/SPECTQ� PW10,e TO �/NAL CONST,eUCT/ON / ,dowel-AY CON7,eAC70,e -WALL ALLOW 9G9 110&WS NOT/CE 90,e -/OVAL /NSPECT/O/ � STREET , OTES Q(��/VT/T/ES t/ 3. Any contractor performing work on this project shall familiarize him- 3/y. �2' 2� CO/�sT/QUCT/ON /Vself with the site and shall be solely responsible for any damage to II TO A.C. existing facilities resulting directly or indirectly from his opera- I� _�5g/l r 2 S 3 /�- - CAST. 6~ �1•G /�ltiE/'�E/1/T Ol2�iP CQMi31CTE0 /VAT/✓E" E. tions, whether or not such facilities are shown on these plans. / / /��/ S/ h3$O S.F. I O- COW,57, A/O'Afl A.C.A•C. 0MRZAY 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering / / / / \39 Department prior to any encroachment or construction within City of �- _� l �2� r �COrV$T 8" CURB h//j%/ 24"' GUTlEit' f'EiP C/Ty 5T0 #�3 /8O� Rancho Cucamonga easement or right-of-way. /� / / �)�/ / � � / / � ¢ ¢�••-G'ONST 4 DiG'AL 0EPRE59/ON PER C17>0' STO. 06,6%:5 2a 0 S. All grade stakes shall be set by the Contractor or Engineer. Paving 00/ CONST. MEA,V/•�E2/c/G hall be set at all hinge hints, edge of pavement points / SIbEW.JL,e"w;e /TY CO/�9J it•G• 5W/'t,L� lwpc cw-r1ta- A��r /`/4. 4 stakes s g P g P / within 0.01 foot of sub-grade elevation and at not more than 50 foot OFe,�,(/CHOC(,�AMON6A 2 \ �✓ �ra,aw�IV49 @- P/�i' y� sT waur4v / �1 ol7Y gra. it 507. /8 intervals. Additional paving stakes may be required by City Engineer a s needed a t warped o r vertical curve areas. O /jV5•�.�„ gT1�2E2sT L.,AGflT, AT BdCfC OF G'UR8-9,,0;6V LUMFJI/ (26Y 077/EaZ5)• � OA.TYf'/lAL SECT�O/V / ��/8� CO•t/5T,5'//�E6f/.4L,L� PE.2 C/TY 6�ic�. ,OK/6• N013. 304 V'3/O,-6'�✓/oE 10/990 51= 6. All sewer, water, electric, gas, phone or other utility laterals, mains, or crossings shall be constructed prior to paving. 5M /• X11,,? TO A-35-4(5 2l0 57W• 141'A23.8W TO 1V511'14--_54 7. Compaction tests of embankment construction, trench backfill, com- _ patting original ground and all sub-grades. shall be performed at no /R_ 70 7-,r ,, ±9 � /1/OTE•- FOK .ST�iPM 17iQ4//I QU�NT/T/,E.S 5666110,0rS cost to the City of Rancho Cucamonga. A written report with these compaction tests shall be submitted to the City Engineer for approval prior to the placement of base materials and/or surfacing. 8. At the completion of paving, a materials report shall be submitted to '¢7' 2O' the City Engineer. Lising all tests or determinations completed to verify stability oil content and Gradation of asphalt Paving 3S' /Z' 9. Prior to installatic,t of any paving . a materials report shall be submitted to the City Engineer. Listing all tests or determinations completed to verify: Sieve analysis and sand equivalent of /YfED. 116"14,49 aggregate base. 2' 10. Pavingshall be performed in accordance with R-Value and Pavement tests A. Yqe/E5 � � �rQ C 3'ru►J taken to determine structural sections (prior to final plan approval) 11. When improvements are to be placed on native soil which consists of a ( � 7'2 4l rocky material, the sub-grade shall be prepared by removing all rocks + `1 which protrude above the sub=grade and all voids or depressions shall F7- be filled with a fine grade material of a quality better than the naciv^ /spy material. 5GL91.4 .& 12. If the asphalt concrete is to be placed on sub-grade, a soils sterilant / / / OF,eAw'f/O Cl,Ci4140AIV mer registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformly \/ 3 l ara VWG NOS'. 30¢3/0 applied at the manufacturer's recommended rate for the full pavement / width prior to paving. O �/ 13. Estimate of quantities is provided by the Engineer only for the con- /TYP/CAL C71 V / venience of the developer, the contractor shall make his own deter- mination of construction quantities before submitting a bid. Any 4574. /35,48/ Zao TD /44-A e-1 item of work required by these plans which is not specifically listed70 /.55 f 8 7 Z 7 oM4a0 c�.V in the estimate of quantities shall be considered as included in the STA /5/ 89• B¢ W other items of work. 14. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402 , shall be constructed at each intersection. Q 47' ro 15. City approval of plans does not relieve the developer from responsibility s9' 8'roZO for the correction of error and omission discovered during construction. Upon request the required plan revisions shall be promptly submitted to 35 /Z' TO 24' , the City Engineer for approval. 16. Work site and exterior streets shall be in a neat, clean, hazard free, Q orderly state, throughout construction. Site shall be cleaned upon 8' Z'TO 14 � (Z) request of the inspector. V � OVERLAY ro Q C �.vverry 5/ W 17. Native soil to be scarified or ripped between median curbs 0 prior to fill placement. rl 18. Contact all Utility Companies as required, 98 hours prior to T' W �I �T-��ooj') excavation. Provided for your convenience are the following: / II Z. A. San Gabriel Valley Municipal Water District Mr. Bob Stallings (213) 969-2718 for Base Line Road construction --- ` B. General Telephone (800) 422-4132 / / cy. 1 N DE X MAP for underground service / 2 � C. Southern California Gas Company (714) 529-2889 2191 E. Birch Street (714) 529-7070 Brea, CA 92621 TYPICAL SECTIOIV _ O D. Cucamonga County Water District (714) 987-2591 6M /55t8 7 Z 7 Ty /59 A 9¢ 569 9641 San Bernardino Road Rancho Cucamonga, CA 91730 w E. Metropolitan Water District (714) 593-7474 )11 1.4FIS$%y Los .Angeles, CA 90054 4( `4�-� / A, Box 54153 , ^ ,��.ro,� 0. OESCRIPTI Nof REVISION OATS1APPROVE F. Pacific Telephone Company (714) 999-5639 �,$s Eip. ��9 CITY of RANCHO CUCAMONGA- NOTICE 0V1\_\_ k HAVEN AVENUE IMPROVEMENTS CONTRACTOR SHALL VERIFY ALLf CONDITIONS AND DIMENSIONS v O/D'M/N O•/O'M//1/AO AND SHALL REPORT ALL DIS- Cao PLANE OI�ERLy - _ _ EASTERLY PORTION CREPANCIES TO THE ENGINEER PRIOR TO THE. COMMENCEMENT OF WORK. - - - _ CHURCH STREET to BASE LINE ROAD PRIVATE ENGINEER' S NOTICE TO CONTRACTOR SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR APPROVED BY DATE /1 Z• EX/5T. A.C. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY COLO PLANE �L- -RCE CITY ENGWEER EXisT�it� �I.c, STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PRO- O,/0'M/rV. OieeZAY DESIGN MADO AASSOCIATES, RECOMM NOEO AVAILABLE RECORDS . TO THE BEST OF OUR KNOWLEDGE, THERE ARE JECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIRE- S� OF SAN BERNARDINO COUNTY py d, llL,*1e.- 1 NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE MENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING s.B -- CONSULTING CMLENGINEERING CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO HOURS ; AND THAT THE CONTRACTOR SHALL DEFEND , INDEMNIFY AND HOLD THE DRAWN AND LAND PLANNING SHEET PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL 6"N.Mountain Ave.,Suite 105 NOT SHOWN ON THESE PLANS , AND IS RESPONSIBLE FOR THE PROTECTION OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS //+ ��^ T///�'�7 ncT�1/� ��I•� UPLAND CALIFORNIA91786 OF_� OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES . PROJECT , EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE TYP �1L �C/c / H PHONE 1 91*0-2g49 OF THE OWNER OR THE ENGINEER. N_T5• KECKEO RCE-140./44/19 NO. DR Wt !yam p E FILENo ss 1 r BENCH MARK: -- - BENCH MARK NO. 96-B AT THE NWC OF HAVEN AVE. & _ 19TH ST. , 44 FT. W. 4 HAVEN - - - - & 83 FT. N. It 19TH ST. , SET DRIVE PIN W/C.S. TAG IN TOP AT THE E. END OF A HEAD WALL -- - - - - -- -- - — - — - - — - - - - FOR 3-24" CMP--ELEV. 1430.686 c �Z- } — i — - - — - - - - - - - -- - I 1'*� Io,64,' i n N ' - -- 1 - - - - - - - i - - -- - - - - . : - - — _ - - - Y -- - - — - t-H 1-d N t ' 14 4 -- �- -- - �• � ° - -- - ^, -} -- - 1. — - — - t t : : t t t I 1 — _ ! — -- i i . _ _ - } - - t ; t : - ' ; 1 i t 1 I t t ! - - -- 1 - • - } } + - ; : t } t if �' - - t } - - t 1 ! PROFILE i } - - -- - - Tj - - - - - - - - - - - - - - - - - HDR. 1"= 401 - - t t t : - - - - t t c VERT. 1 =4 ! /28 /23 /30 /3/ /32 /33 /34 /36 /36 137 1 1 aG� ° ,j y� F ° t CAUTION� </iGl� �.PESS U.PE 6A,5 MQ/rV. SCA 4,e ; 4o' -- COA17 ICT 77429' flERN C4Z1,cV Pi 11,4 GIBS 48/¢��lle5 Q OR �T/4S7QRT7 _ FXCAVAr/AN OF .9A✓Y K/NO /1V Tf//S A,QE<J• �'� 9r. W'LY /'��N/ -- � ��— --=-- &XISJ GUN�Erc_ C.�WNN�L _ �► �--� of e�xl �5�C T/0N L.INe --r- —� /V oo°06 'oe "w a x/sr �+V — - - m \ ✓A c.R,v�,na�Hr N 00.07'20 " Y � 5'U,P7'Ej/,SECT/Or✓L/^/E coN57'fZ(1cr�or! IM,�aM 0.4,10 /"V4 VAG• No- 1076 I MSA/r�N curcc� /"ER aw6•/�• /076 ti _\� a0'07'2t7"W _ _ 3 _ r-�/M�.PDIifMENT✓�- N4006 � „yy N 22'¢3'R7'W 5 n s— p.00 5 Lir sir a�.q.c. ovE,cGAY _. .. 0 . .... _ I 0 00 Gi^54/N6�'• �__t__ — _- `�: -- _ _ _. -— , G --- - T G a �n/s> 36' G G d G l/.OGS yr. �X/51P G„ 3 exl5r' 4 Ly l�/w g LEwy� ` - �. '�� I �/ �, c,►t 8 OA ~� 3 PR \ mss`_ `�-- \� ``\ I I I I srORM V N pp o 1.3 rr CURVE DATA lt) \ \\ � ,fix/57iNG /Mp/eov,E�v►,�N7� l"� >� tih �•� OWG•Ab•8$4 , 5f17 2 0/ 32 5/1T5•, R L T r/'tAcr No• /2365 llv '/vov. /-[ivvs / \� \ CHURCH 5T�eET Da 18'55'29" 92-50, 30 mss' i5.¢21 DESCRIPTION of REVISION PATE APPROVE CITY of RANCHO CUCAMONGA HAVEN AVENUE ti ,ti�2 cotisrR�crio�v �vor�s . � �. �- HAVEN AVENUE IMPROVEMENTS 0�_ C'O�Vq 6" 4 C A;4VEM4V1-OVFP Q�M�4C7,ea NAT/VE SSE. \ EASTERLY PORTION Cawsr, 0io'r�/.V, A.C. a--CO3V5r &ICelea A/1W 2,¢"GarrF� P�,e QTY STD, h1a CHURCH STREET to BASE LINE ROAD ®--cav5'T. LoIAL oEPicESS/o1v eR C/Ty ery /Vo• _`18• �1-io>:EsslQya APPROVED 8Y � ATE 1� 2 O—IN5TALL ,5MeEr- L/G/1T,' AT 234CK Gf CURB- 9.500 LuMEN (ay ones).`�,�`�.t O.y o y, CITY Y ENG 1N E E R �, ��` ��'y RCE.No.?2_ g O.uST 5'//�Elt/.9L� ,oE,e ClTy e'no owa. .V0'5 '3 -¢ �,3/D�� 'W�bE `� �� DESIGN MADOCE AND ASSOCIATES. INC. RECOMMENDED -� r�4. 1 r, r" E,a � OF SAN BERNARDINO COUNTY CONSULTING CIVIL ENGINEERING DRAWN AND LAND PLANNING• SHEET 5413 N.Mountain Ave.,Suite las OF CA��O �,/.� UPLAND CALIFORNIA 91788 Z OF 5 PHONE(714) 9AG-29a9/¢B/ HECKEO RCE No _� DRAWING NO. �l/ TE 2D B FILE No BENCH MARK: ll _ 1 - — - ? - - ; } t i 1 t i- t BENCH MARK N0. 96-8 • ( - - - — - — — - - — AT THE NWC OF HAVEN AVE. b t 1 - - ? } i d } `� 19TH ST. , 44 FT. W. 'A HAVEN - - - - - - - — - - -- -- - - : } i i } 1 1 Q � } & 83 FT. N. � 19TH ST. , SET t i ! ' - -- - � -- i \ -- — — - - -- — - - - DRIVE PIN w/C.S. TAG IN TOP t t t t ? t t t t AT THE E. END OF A HEAD WALL FOR 3-24 CSS--ELEV. 1430.686 t = r t ; } t t t t - - : - : -? : ; j ; i t . . . tl \ i 1 t — i : t t i i i 1 i '1 - i t t p: t } - /. t t { { t t 1 - �� t` t t � t ; N I 2 1 1 1 1 ; t : t : t t m r X26$ � 1 i - M i I ! i i - - t 1 8 �9 I t• i t : i t ti i f t : t t 1 i t : : 1 ♦ . . ? ♦ : : t ? { } t i � i N - gN ; t t t i : 1 O I L ; t � it � 1 1 f i ? t 1 N 1 i t iI i ; i i f } - �+� { i—: i t I ; i i t } I i 1 t t i i i 1 ! i PROFILE HOR. 1 = 40 ! ! I t i i i i 1 i i } t t ! t ► VERT. i -4 /38 /39 y y ' /40: /�/ /9�2 Ad-A /g� l�5 /�6 /47 /�f8 Cs4UT/ON �1/Gl/ PRE,SSU•?E GAS MPJ/rv, �- Z �-�- cO•vT.4cT T11Eg/f,�iV GQL/�PNiA ��4�5• I A�0 SY� 4 EX�'A✓ATION OF ANY ,Ce/,VV /N 77115 A,e�a• y\ 8A coNc/ceT� cr�fwni�[ N A ACTION L/lV� • r l — —�/ �XB Cr X151— —� — —� '�. T — T— —� —� Z f N 00 OG'06"W N meiv N av<'C3 P� DWG.N0. /Ox• � coNSTfRUC7/ON 3 n�ov4N urKG 9 ��` DWG.!/o. /076. Y Gw1�T cK A.C. 6tt Ac 414- 5 7 FUCK Of,�y5f, � O a- z- - t 1� T T �N pJr Mir 6 - G _ '----- G G ' x 2 50o r -o- al iZ-�o00' -5 R1 11,50 -' - 12=600' N -O- ExlSj.13/1 X/S1/rt --------�--� ` �,' _ —— - PAIL,Oax arm � Kryr �'�r R/Ilk -- 8 � o -' � � �• / __�_ 3 P �I G 4 PSG i�� P i✓� � 3 � ;:� � r .:>�f, �,f � I 1\ hq 6� p ¢y. • �' 2`�' t �OxO 0� 141 I kl jU-� Vii U °� `° - _— — bi 1 t� 3 �` Cf3��K�3K/,t7GE 5T HAVEN AVENUE - 0 -t� lOr1/ST�PC/CT /VOTES.. N N � $ owe. No• e�31 ter• 2 O 2 5}/�3, T!C•/23/7-/, MgpEL �m DESCRIPTION of REVISION 0-- CITY M,V,S'T G AC• AAvEMENT OrER GG3Mf G'TED i1G4T/l�E E- DATE APPROVE of RANCHO CUCAMONGA �3 ---00,44V 8"' CZIRe M111-1 24"�i�.C� PER C/Ty-6,W � /N.57'ALl_ ,57,pE,�- UGfl7; s1 T BAC/l Ow CURB- 9.� LUMEN �BY O'T7/EES�. Z HAVEN AVENUE IMPROVEMENTS 8 ClOW�' - ,�j•'/,GLFW..4G� PE,e C/TY 8T,f7. .ox1a .t/0w 30¢d3/0-61 w/bE EASTERLY PORTION CURVE DATA s CHURCH STREET to BASE LINE ROAD 1 Le 7- APPROVED BY ATE-jt ® /5'//'2/" /7/• 75' 45.53' 09.00' ' I fEs- CITY ENGINEER � RCE.No 9-92 c,y %01 e% A. DESIGN MADOLE AND ASSOCIATES, INC. RECOMMENDED s s•�. OF SAN BERNARDINO COUNTY ,-, CONSULTING CIVIL ENGINEERING I_ap.3_YP `� DRAWN AND LAND PLANNING SNFE T +� 4 549 N.Mountain Ave.,Suite los �l nl yIL G�8 UPLAND CALIFORNIA 91786 3 Jr 4lf s"f CAt�E�' PHONE(714) qa6-2c149 �F NECKED RCE No �'¢* DRAWING NO. k�,t� TE FILE No.116AM- 1 15q .._.... __..._... ---+.................. ..... ... .•.... . . ... . . . .. . ........... ........................+.......... ............ .. ......... . . ....... ...... ... ................... .. . .............. . ............... ...... . . ... , . I , . p . .... .... .... • .. ....... . + . .... ..... . .. . .. . ...... . ..... . .. . ....... . . ... .. . • • . ... . .... .. . .... }- .. . .. . ......... . .. . -. . .... . • .. . ...... m � � . . . . . . . . . . . .... .. ........'� I . . . . . . . . . . ......... . ........... � Oti 3 0�N � ~ N . ....... .. .... . ........ . . . . .. . .... . ................... . . �.� I 76' I CN C9 .... . ... . .... . .._•..._•... ............ Oz 47 .. ....... . .. . ... .. . .... ...... .. .... . .. . . ....... .. . _-.....�....... I �N .�........ .... ..- .. ......... .......... .... . .. ....... . ...�--_.--..._.......... _ ....._• .... ......... . . `� I I �► N I I �^ ;. N , .. .... . .. ......... . . .. .... . r4./ i y� /5/ ;, 8?.85' T/,AGT OCU6 O,�!Ky.. /6/t8 .84 -10/n/ �x/s ......... , .... . .. ...... .... .. . .. . . ✓O/��x/sr cur`zc5 cu 7re/e --... . ............. . .... ..Jet ... N N � I I Cil � � � �� /�2t23..¢•3''� � ._ .. .. . ISS -C CIS y sS .. ' Z I 3 e►� -/I �� .................... �� ... .. . ..• -- . .. . ..................... .................. ........... .................. . .... ............ ...... .... . Li 0w � I I ... �....... ........... ..... . � ...... . ...... � � � � � � �► wij v _ .. ..--•............ ....... . . ..... . .. ..... ................ .. . . ..... ..................... ...... Q r .. .... .. . . ..... .. . ............ . ............ . . .... ............... . . ...... Z /53185.23 POiAlT IT 7' n ` ... . .... I ......... . ......... �..... . .._• -- _--.-.---- .-•- -- •-------------- - • ---• -- ...................................... Q.QD ' / 4 ... ... • ......... •..... . . (n r I t 8m 23 f�%N7'. B6P,eG �....... ............ ............. 2.9�• G,d. ----........ per^ ti � -tk '� 0 wI z � ... .. . ......... . ...... ......... .. . .............. ............ ... o I I ` . .. --•.••• .rn .................... ........... X .. . .. . ......... . .............. . ---- .... .. . ........y. . . ...... . • --_......... . .... . - -•--- ...................................... mI I a m ---•- -- -- •- -------- --•- - ---------------` Q•------- • - --- - ----- / �s0. 00 ------------------ ------------------- . .... <iz�9.a8> ....... . ... ....... ..... 8 � tea. . �a .... . ..-.................................. ••-•-•--........_.,.................. ::: :: ��- [... - - ..._... . ............ . .... .. .................... . ...._....... ...................... ..-.- .... . -•-• N •.. ........_ . ....... . . . .. . ... .... .... .-- /55120.80 Pec ~ I -- i • .......... .................................... ....... ......_.. . .._ .. $/r �vaGfC toi i I �' •--------- ------ - --------- - --- `� •..- • -- •----•-- • - - -•-- Q (� � ...+ _ Q O /SSS•SO•Gb _ p _ -- - -- -�• ..�- ------................ _........................ %A. -• ---------........... ............ ... ._ ....--•-•-----1 . •--• .... .. .... . .. ._................. .. . .. . .•.... o rn fii8^c�+T� r Qy ....... ... ........... .... .•..•---• ........................... ...... . .... .. . ........... t 8J 2J — I I e /65 t 8 .27 A5C \ ...•-................ ..... rsa�.�ravc• .. �.r._...._.. _. ................... ... _. . . .. - _. . . . . � . .1' ,s-6�-ate c� 22 /SS-,.- .. .303.6 9� `6 t 06ao ...... ro (/................. ........... .... .. ........... w I •--....... -•--......... • . %303• MO✓ O (� �• •.... iJ /50+•29.06 .o.2C � 1 I I .......... -•-• ---•---....... •........ ............ ................... � '� .. � ........ ._�a�i....................... ....................... . .... ... - .3/.tom K/.4G.� y 1 I - - -• ... .� �• _ a ✓,4 5 5 �O' /56 t30.23 /S6 f '10. 3 /� c .. .. . .-••---...._.. ..... •... /�itG 1 1303.37 P/'cVG ...... ......... 7vN!r/N�b �` I .......................................................... -.. ...._.. .. ...._....... ....... ............ ..................................... ....._............... ..... .... . .. . ?,.. /SG Y62.50 A�Ca✓- W x/305 5 3/) /so3. o - 11 w /50f70.77 .6'.C' \ I -•-•.......... ............ ..........•--- ... -. ......... --•---................ -••-•-.......... ..... ............ ..................................... �/.nE htG4L.� . .. .... .............................._ 1e /56 t 75.23 I �G ---•-.. ....-• ---•.......... ..... .•••-...... .... . .... ..... !3O}:39��G •.. •......... ;.......... .. ......... ......... ..........._. ---•.. ...........•--... .... .........---••-.. ...........••••...... .............. .. . ......... ....... . .. .................. ............... .......................................... ...........-- -•-......---•• .... .................... ...... ._.�........ ....•..... ------------------.................... I .................... ........ .... . . . . ...... . . .... .... y...... ................._.... . .._......... .... .... .... .. bm .... .... (----•••..........••. .. .... ..................................... .... ... ..... . . . .. Noa cn .........•....--... ._ .... ---•. ......... .--•-• ...... ....._ . ................................. .... ---•.............�......._.......-- /$7 Y 5�• / 7aF lQG� 67' f X306.72 'a' ..-• •............. . .. . .. .........................L...... ( .... .�7>. ........ ,roi' so' , , .. \ ......... . .... ......\. ......... ................. .............................. ...... . ........... ...._........�....... ... . . .. . ............. . . • .............. . . ............. .... . .. .. .................. LL ..... ... ......._....... . . .... .... . ................... .. ........... .................. 5;,W,:! LAG;AIr t....... ....................._.- ..... ..... ............_ ._. _. - _ _ ^....._... _._...... . . .. .... ..._............ .. ... ..................... .............. .... .. �, ..... ...._. .... ........ li , . ... ... . ... ........... .... . ......... ...... ...................... .......... .......... .... . .... .... . ....... /3'8�5oGb.. . . . . . . . . . .. . . . �i3!/-Ste............ ....... .. I .... . .. ... .. . .._. --.. .. ... . .............................................. ....... .......................................... ...... . _. . - . ........•.. o . . . .. . .. . .. ......... ... . ...) t• . :BQ..hviN�iii9 to r s_ N -JOIN EXIS, g4giC5 �611TT�/e I I ' �►------ /5'.7,�G�Q'� •w�° I Ol 0�, I $,I , ... ............................... .... . .� ....�._ .................... . ........ . ........ t .... . .......... . .... . ........� ....... .._... �� \ y I I 1. .....`y�... ........................ .............. ........ _......_... .... ....... ...... . ...... ..... ...1... ._................. ......... ...........� . ........ ........ ...�.................. . ......................... ..... JO WAI p �`•S .�� / // I . . . . .. .. . .. ........ ............ . ........ `...... ............ . ............--•. .. .. .... .......... .... ..... +........ ......... ... .. ...................... ...............-...•...-•....._..y.—w__.•-.. ...• ..�-...•..__•......�i.._•: ,,, �y - a`3 � __ �-rte/i r� O.. t... • .... .. .... • ... .• ...... .... ....................................... ... .. •._._•_. vo v I I w wl-�-- . . . . . . . . . . . . .... . . . .. ....... . ...• .........•.......... ._.„..�._......... .. ....... ........�,� ••-.---. . . .... ...... ..... . . .. ........... ............--.................. ......................_.----••-_�._ Qp G) m = < --� 0 I I s I I } ........._....._.... .. .. .. _ rn m c m -� I w I .- ... . . . . . . . ........ .............. ...... ........... ... ...... ...--- .. .. . _. .. ._ . .. ........... W r✓ �—I .•- .•. . .. . .... ...... .. .. ............................................. ....... . ...•-...•.........•.-...... .- D ............................................................. oZ�z z ^� m Z m o 3 I I I . . .... . . . . ..... . ... .. ....... ......... . . ... . ..... .......... .............................................._ ...................................... z N” ,z O a � � 0 �•1 ry CA— hV �• Oa• ry� w om Z `d O 1 4 �. . ....... . . ................... __.. .. . ....... . ....... . ..........__..... ---, 0 H H ao H H 2 _z 0 C3 > ,'� T' �_ ill �...... ........... .. ............. ......... ._.................... ...... ..............._. .._. .....---•.. ............-.......�._... �,, t� x n+ rn��vomon�. t , V C O y �, �. ........ . . ................................... .. .. NbH C� z zA 6 � c � ""' Z Rl x x 0 0 .Da _ z _ r C � ,.. . . .. . .. . ........ . ............... ...............•----•.._.... " ~ O n o < I I n �° ;• Aon IVO rn y � � ................... ... .... .... ........... ........ ..... ........... . ................. ....... . ....... ......................._.... lo � � ' y .. •........_..__ ... .. .. .. .. . /�� //� • z au Loa ; D , �_ .............. .._ _....... __,_.. _.. ............... ....... ....._.. ... o t, Z CO o z o --_.__... ... . . - - _ �. rn ._................__.__ __.__.......... ........................_.,... ..........1..-.,_� co �u H Z i i