The URL can be used to link to this page

Home My WebLink About1868-1011 _.h�.f� 1 V� F PLAN REVISIONS PREPARED D.SCIyRF ® BY: -�P JON 42915 Exp. 03/31/201 o GINEERINGINC. 895 E. Yoko Linda Blvd., Ste 7-02 r° CIV11. P acenNti, CA 92870 (714)572-6800 FAX(114)512-6850 -' w JA ES D. 6CHREDER DATE .:04eei e off'/S' T .. /7=1- .7 Or /V "III -1A v Ano- : theet V Inale Nla �I 7-4 l/•4R. 0.00' 2°M/N LEVEL 2 % M,4X. 013%/0 9-00- .....................� � I aao°'�' 2.591 5,74 1, �;n, I, EX/5T. GP.40,e - - MarlovAvenue1 __LL 8 l4�GRQ,DE vwg7' 5y0!/L,O� ,Q.5 /10f TD Scale �{/ES 1_; ARY�J4 M.4,V1 �' 1>i4o/� -6 Xa . 281-50 -lo ..57Aa . 44 4 00 Co 47' Vq,PleS 0,5 5' 491 o.24 ro 0.5 9 /_eV_-L I:1.. r, •.111 • / � �. - .If'f V•W� � �^/o• � • • •� /� /3 J f• Y Q NJ 0S_ 0.00 � � 1A -A/-- /Y ulberry Avenap- nd Al scale T,1= $k I gheef /o of ' /S STREET IMPROVEMENT TRACT N0. 13974 Corms No. Radius Delta I,e Vth ' Tangent 1 54.00 36052'120 S*.75' 18:•00 2 46.00 253044'24' 203.72 -T -------- G 35:00 90000'00' & 33.00 90016'15' S✓4 5.�7' 35.00 89°43'45' 36.00 7 35,00 8 35 00 glp°07'S¢' SS.O�o' 33.OB G 135.00 89°56'43" 51 ® 35.00 90016'15' 55.14 35.17 35.00 89°56115" 54.94 34.96 1 15 26.00 /70Pa1//" 43.06 233.33 1474.00 /.7,0ZZ'34" 4¢7.02 225.2¢ 64) 726.00 25006115' 318.10 161.64 674.00 29021'08' 345.29 174°95 ® 726.00 29021108' 371.92 190.14 674.00 24021149' 286.60 145.50 616.00 29°21'08' 315.57 161.33 564.00 _29°21'08" 288.93 147.71 ENG/NEER FOR REVISION NO. &- _0ALY: 15 Sheef / Of /S PLANAMPOWL �IIODINI�L��D�IIC� Q�o�EssioN�� U//® 'GENERAL NOTES ( STREET ) 42138 TENTH STREET WEST w'41 No. 2384p �' 1. All work shall be done in accordance with these plans and the LANCASTER, CA 93534 2 31 2cx� �- PHONE: 61-949-2525 Exp City of Fontana Public Works Department standard specifications off J' C! V Il dated 1975 • 9 � -��jE OF 2. Constructign permits shall be obtained from the Fontana Public SIGNA TURF DA TE Works Department prior to start of any work within the city i limits. The Contractor(s) shall coordinate construction with all utilities and other improvements including, but not limited to, gas, telephone, electrical, 3. Adequate stakes shall be set by the Engineer to enable the lighting, television cable, landscaping irrigation, domestic water, reclaimed, contractor to construct the work to the plan grades. water, sewer, storm drainage, flood control systems, etc., 48 hours prior to . excavation near their facilities, notify: 4. All pipes or substructures of any kind and all telephone or power ROFESSI�N poles, water meters, valves, hydrants, irrigation structures, City of Fontana ��QQ� p. etc., shown or not shown on this plan and located within areas to y�, .?�► E�F9o9Fycy be improved and interfering with construction, shall be relocated 8353 Sierra Avenue y �+ b others; it shall be the contractor's responsibility to notify Fontana, CA 92335 3 No.34591 < Y P Y J all of the agencies concerned before construction begins. (7 14) 3 50- 7610 Up. 9130199 5. eater valves covers shall be raised to grade by the paving So. Calif. Gas Company - Distribution Facilities' , Cid%L contractor. 570 4th Street, P.O. Box 6226 As -built plans shall be provided to the City by the Contractor. San Bernardino, CA 92408 ENGINEER FOR REVISION N0,10,128130NLY ( 714) 884-9411 or (8 0 0) 422-4133 ( USA) INC.. All Utility Companies shall be given 48 hours notice prior to YT UST I Lworking around their facilities. So. Calif. Gas Company - Transmission Department I 6634 VALJEAN AVENUE VAN NUYS, CA 91406 All backfill to be certified by Soils Engineer. 2191 Birch Street 818/779-8740 Brea, CA 92621 . All materials and methods to be subject to the approval of the (714) 529-2889 or (800) 422-4133 9 7--,vai� City Engineer. I Southern California Edison Company WILLIAM D. EGE HL DATE 0. Backfill materials to have a S.E. of 30 (min.) and min. RCE NO. 3451 EXP DATE 9-30-99 compaction of 90%. r 1351 E. Francis Ave . , P.O. Box 513 Ontario, CA 91761 11. All new or existing valve cans and manholes shall be adjusted to ( 714) 947-2996 ( Underground Pow ,;)� ,� grade during paving. (714) 875-5100 (Transmission)0. ( 714) 637-1233 (Pipe1ine•s) � � �z �� SCE �� 4( 12. Contractor to install pavement markings and striping as required. i714) 422-4133 (USA) p m �� by the City Engineer. General Telephone CompanyIca 13. Contractor shall not operate any main line water 'valve on La :: a2 +R, existing waterlines.. 245 N . Mountain View Avenue ��C*`A'Li�2� • 16 30 Pomona, CA 91766 14. If existing utilities or other facilities conflict with the ( 213) 35772257 or (8 0 0) 422-4133 ( USA) civic�'Q► proposed improvements, work shall stop and the engineer notified immediately. San Bernardino County Flood Control District OF CA 15. It, shall be the responsibility of the Contractor to notify the engineer after the base course has been constructed and before the paving has been installed so that the. engineer may install the street centerline monuments as required by the city code of the City of Fontana. 825 E. Third Street San Bernardino, CA 92408 (714) 383-1665 Pacific Telephone & Telegraph Company, 3073 Adams Street Riverside, CA 92504 - PAVING NOTES (714) /359-2565 or (800) 422-4133 (USA) Fonfar�a 1�I/a.7"ey' Comva-7 Actual thickness of base material to bedetermined by soil test and /68 _03 5Prir� sA recommended by the Soils Engineer R. Values, sand equivalents and fnfRh4Ca/•'rr„a 92335 ¢J 82'2 -ago/ 20 / Y structural section of streets shall be submitted to the Cit of Fontana for approval upon completion of rough grading. PRIVATE ENGINEER'S NOTE . Care should be taken to prevent grades, ditches and swedes from The private engineer signing these plans is responsible for assuring undermining street 'improvements upon inspection of the site, the City the accuracy and acceptability of the work hereon. In the event of Engineer may require temporary- gunite swales, entering or leaving discrepancies arising during construction, the private engineer shall improvements. be responsible for determining an acceptable solution and revising the plans for approval by the City. Pavement sections shown are minimum and subject to revision and approval A /e. 1440 tae' sF 3/aGl1Cl./T .Q�/YIDyC E,1; ,q of the City as required by soils rest taken after completion of rough grading. /3 / �"fl %2�LOCATG C-�; .9T,�.FET `/lyf/T C O N S T R U C T I O N ISD 0 T E S:- i-'�D�f•��., �7�P��;�'!✓�fr� !f ' ESTIMATE` OF QUANTIT I ES g 26 CONST. DRIVEWAY PER CITY STD. 102-C (M1.ODI-FIE D PER PLAN). 8A 17 �` EA.. DRIVEWAY QWIDTH PER PLN) 9 // VTID.TH PEI.R . PLAN. _ Ig , /4, 4 6 L.F. t4 l .^e.A---:-F-. 8 " curb and gutter. 1. Const . 8" curb and gutter per City Std. No. 101. 2. •SeF P.C.C. sidewalk. 2. Const. 4" P.C.C. sidewalk per City Std. No. 100-E (W 5') /OSAI tq, 44, 369 S. F. 3. 51566 S.F. X -gutter and spandrel, 3. Const. 4" P.C.C. sidewalk per City Std. No. 100-A (W = 5'j� 4. X07, 372 S.F. �/5, DB2 tons) A.C. pavement. 4. Const. 4 P.C.C. sidewalk per City Std. No. 100-B (W = 4'` 5. x.3,¢58 S.F. {�8e tons) A.C. overlay, 5. Const. x -gutter and spandrel per City -Std. No. 104. 6 . 0 '.S . F . A.C. pavement removal. 6 . Const. ramped curb return per City Std. No. 104-A. �7. 36 L Ft Barricade. 7. Const. 5" asphalt concrete pavement over compacted subgrade. 8. 3,340 L, /1'_ Zo"corb ori/y �/1i1�/aConst. 5" asphalt concrete pavement over compacted soil.. s 9 y )-T. 9. Const. 04RIA,BLE 71b/C�YNE5-5 ,4S1011,4Z7 C'OAICp,ETE �,s�GEMEi!/Ty OI�E�PL•4Y 1�'r �:/ Ili. 3Z 6"a. Ad us� M• Al Gover.5 to jade / GOLO PL4.t/E IJF P.1t/EtiIE�t!_T- i?/•UE/`�E /(/ES,�/S/,//ei /�iQ 2��/'1�itl 77llcKc%E�5'• A //, GA. PRIVj�_141A1; ! 3Z' 0 /Z�rrmve ex pevemen-� C'o" s�ruc?�ioh �c�e9 �� ir�ue� G0N5T 3Z' W/OE Ot� V PE,Q G !Ty 5� l (o 1 / Saw cu/edyre o f- where rlery pa vernen 1 /3 Cors 611 61rb �r��er C 67a, A/o. AN,- / CD//ST O/OgSPH,4CT COri/I�PETE P4/EMENT. 0/6�PL4y_ �nv/o �pa Vi��aP 5/ P Qrc/ /-7e /a/ � Cl �l .GONST VAR/ABLE Tf//CKNE-55 TPlIWT Ol&eLR9 (Z "vf/A/) Over/y Payr/79 asaiiec � L� �� d of%e�rs , _ ENGINEER FOR' REVISION NO.' 8 ONLY e� °�.� E• s CITY DATE r 3880 Lemon Street, Suite 300 �• �' �� J. F. Davidson Associates, Inc. N. ENGINEERING PLANNING SURVEYING � �'�%� � ND • REVISION APPROVAL DATE APPROVAL P.O. Box 493 CA 92502 h tt� GB / ADDED DRIVEWAYS -ON SHEETS 2.8, 3 W. D. E. tl0.-12-S9 ov == v 'LANDSCAPE ARCHITECTURE � 3880 Lemon Street, Suite 300 Riverside, v ADDED DRIVEWAYS ON SHEETS 3 12 & 1.3 W,D. E. 8-19-99 l.� (%9) 686-0844 FAX 714-686-5954 ca 0 -4-13 No. _10106 m � // �l,E!� I�i�'/!/ �//i .S O/y •S T.5' � 9 B i BENCH MARK #603 TERES I TO TAB I OLO R.C.E. NO• DATE: Z° � ��€!�. OAx� 9 30 �� 1J L 6 TE,C9 SDR/I/EMAYS Did SH 5, .qA,D W. 1O, E 5-06- a -�%..--- .. ,� •;: 38826 EXP. DATE 3-_t3/-53 •9�O,DE A,e/1/EDf/�IYS ON5h'Ts' / /2 Top of fire hydrant at southeast .� ��,� ��' 4OD�;o�,P/U�iy,9Ys Oji/ &1-17& 9, ;! /z cornerofof Industry Avenue and 0� ,'� Union P venue . �A1r 8 ADDED e0A1y-r NOT 1607.6M // ON EST. eV UANT. fs El. = 861.84 PA A►-13U11LT" 31,91 -� /•�'. CONST. T.B.M. #1 City C.� L • 5.,ric. al% Foaniana,041ifoornl;2 �2_" I.P. at the center line intersections 4worey --re Cts of Marlay Avenue and San Sevaine Channel. 90 6 %lavel2 A ve.�,v tV; tao a PublicWorks�?Qn a o �� c%o Cvca�r�un9 Cr/if rni 9B �0 rir�enf E l . = 880.91 �e/B onG� (TI�4)9a9 pej yr,Y - �' / :�'/rte �/al? Rr aYr a �cQ e CONST. T.B.M. #2 _ G.�l.C°.�ms Imo'%tZ.�/,60 �sZIor7 4� ree¢ 2" Br. disk at the intersection of• • Tram' /.974 °a ' Philadelphia -Avenue and Mulberry _AAl-L, L. Avenue. Vd-,N,q elh N. 4ivr;116 Av. eZ 203 • El. s 4 0.91 fi/e�t/o. LR /91088- Z �V ase Avrrvi Ci weer �11,5 C. ZS' Z� ADDED DRIVEWAY A SIDEWALK SH TS, 2,/0,&!/ AND A64�L,Q� 4v6Vv� _5_E1EE_'T_ , oW,- Z __ /�� `�I �'. r'-`` ADDED PARKWAY DRAIN SHTS. 5&-l/ AND i1ACATE.O ST.- � `� R/W SHT. IS. Y/SIOAf 7- D 3! . � - --- _ _ _ r RF O ET _BA _h SH-T-/� �1 ' as d /a m, Yam ;� Ir. D./D ZD.83 °6 MAW � l max � 2¢14 ' �iPiYer�io% Co.� I o Philade% 2h ' Averrve I-rol„ Sta. fg-AUO 7`0 51,q.50 -A50 T -J_ = Chardonnay Coo -I ehaleav e0orl /om6ar Courf -ZIC T..Z, - ADDED SIDEIIVXX ON SHEETS 1, 12, AND 1 q J95141411071V_ 4 ,�� _E3 •� E3• L■��.. 1 I `�j� M ,0 & Yleil7il V NaO ENG/NEER FOR REVISION NO. &- _0ALY: 15 Sheef / Of /S PLANAMPOWL �IIODINI�L��D�IIC� Q�o�EssioN�� U//® 'GENERAL NOTES ( STREET ) 42138 TENTH STREET WEST w'41 No. 2384p �' 1. All work shall be done in accordance with these plans and the LANCASTER, CA 93534 2 31 2cx� �- PHONE: 61-949-2525 Exp City of Fontana Public Works Department standard specifications off J' C! V Il dated 1975 • 9 � -��jE OF 2. Constructign permits shall be obtained from the Fontana Public SIGNA TURF DA TE Works Department prior to start of any work within the city i limits. The Contractor(s) shall coordinate construction with all utilities and other improvements including, but not limited to, gas, telephone, electrical, 3. Adequate stakes shall be set by the Engineer to enable the lighting, television cable, landscaping irrigation, domestic water, reclaimed, contractor to construct the work to the plan grades. water, sewer, storm drainage, flood control systems, etc., 48 hours prior to . excavation near their facilities, notify: 4. All pipes or substructures of any kind and all telephone or power ROFESSI�N poles, water meters, valves, hydrants, irrigation structures, City of Fontana ��QQ� p. etc., shown or not shown on this plan and located within areas to y�, .?�► E�F9o9Fycy be improved and interfering with construction, shall be relocated 8353 Sierra Avenue y �+ b others; it shall be the contractor's responsibility to notify Fontana, CA 92335 3 No.34591 < Y P Y J all of the agencies concerned before construction begins. (7 14) 3 50- 7610 Up. 9130199 5. eater valves covers shall be raised to grade by the paving So. Calif. Gas Company - Distribution Facilities' , Cid%L contractor. 570 4th Street, P.O. Box 6226 As -built plans shall be provided to the City by the Contractor. San Bernardino, CA 92408 ENGINEER FOR REVISION N0,10,128130NLY ( 714) 884-9411 or (8 0 0) 422-4133 ( USA) INC.. All Utility Companies shall be given 48 hours notice prior to YT UST I Lworking around their facilities. So. Calif. Gas Company - Transmission Department I 6634 VALJEAN AVENUE VAN NUYS, CA 91406 All backfill to be certified by Soils Engineer. 2191 Birch Street 818/779-8740 Brea, CA 92621 . All materials and methods to be subject to the approval of the (714) 529-2889 or (800) 422-4133 9 7--,vai� City Engineer. I Southern California Edison Company WILLIAM D. EGE HL DATE 0. Backfill materials to have a S.E. of 30 (min.) and min. RCE NO. 3451 EXP DATE 9-30-99 compaction of 90%. r 1351 E. Francis Ave . , P.O. Box 513 Ontario, CA 91761 11. All new or existing valve cans and manholes shall be adjusted to ( 714) 947-2996 ( Underground Pow ,;)� ,� grade during paving. (714) 875-5100 (Transmission)0. ( 714) 637-1233 (Pipe1ine•s) � � �z �� SCE �� 4( 12. Contractor to install pavement markings and striping as required. i714) 422-4133 (USA) p m �� by the City Engineer. General Telephone CompanyIca 13. Contractor shall not operate any main line water 'valve on La :: a2 +R, existing waterlines.. 245 N . Mountain View Avenue ��C*`A'Li�2� • 16 30 Pomona, CA 91766 14. If existing utilities or other facilities conflict with the ( 213) 35772257 or (8 0 0) 422-4133 ( USA) civic�'Q► proposed improvements, work shall stop and the engineer notified immediately. San Bernardino County Flood Control District OF CA 15. It, shall be the responsibility of the Contractor to notify the engineer after the base course has been constructed and before the paving has been installed so that the. engineer may install the street centerline monuments as required by the city code of the City of Fontana. 825 E. Third Street San Bernardino, CA 92408 (714) 383-1665 Pacific Telephone & Telegraph Company, 3073 Adams Street Riverside, CA 92504 - PAVING NOTES (714) /359-2565 or (800) 422-4133 (USA) Fonfar�a 1�I/a.7"ey' Comva-7 Actual thickness of base material to bedetermined by soil test and /68 _03 5Prir� sA recommended by the Soils Engineer R. Values, sand equivalents and fnfRh4Ca/•'rr„a 92335 ¢J 82'2 -ago/ 20 / Y structural section of streets shall be submitted to the Cit of Fontana for approval upon completion of rough grading. PRIVATE ENGINEER'S NOTE . Care should be taken to prevent grades, ditches and swedes from The private engineer signing these plans is responsible for assuring undermining street 'improvements upon inspection of the site, the City the accuracy and acceptability of the work hereon. In the event of Engineer may require temporary- gunite swales, entering or leaving discrepancies arising during construction, the private engineer shall improvements. be responsible for determining an acceptable solution and revising the plans for approval by the City. Pavement sections shown are minimum and subject to revision and approval A /e. 1440 tae' sF 3/aGl1Cl./T .Q�/YIDyC E,1; ,q of the City as required by soils rest taken after completion of rough grading. /3 / �"fl %2�LOCATG C-�; .9T,�.FET `/lyf/T C O N S T R U C T I O N ISD 0 T E S:- i-'�D�f•��., �7�P��;�'!✓�fr� !f ' ESTIMATE` OF QUANTIT I ES g 26 CONST. DRIVEWAY PER CITY STD. 102-C (M1.ODI-FIE D PER PLAN). 8A 17 �` EA.. DRIVEWAY QWIDTH PER PLN) 9 // VTID.TH PEI.R . PLAN. _ Ig , /4, 4 6 L.F. t4 l .^e.A---:-F-. 8 " curb and gutter. 1. Const . 8" curb and gutter per City Std. No. 101. 2. •SeF P.C.C. sidewalk. 2. Const. 4" P.C.C. sidewalk per City Std. No. 100-E (W 5') /OSAI tq, 44, 369 S. F. 3. 51566 S.F. X -gutter and spandrel, 3. Const. 4" P.C.C. sidewalk per City Std. No. 100-A (W = 5'j� 4. X07, 372 S.F. �/5, DB2 tons) A.C. pavement. 4. Const. 4 P.C.C. sidewalk per City Std. No. 100-B (W = 4'` 5. x.3,¢58 S.F. {�8e tons) A.C. overlay, 5. Const. x -gutter and spandrel per City -Std. No. 104. 6 . 0 '.S . F . A.C. pavement removal. 6 . Const. ramped curb return per City Std. No. 104-A. �7. 36 L Ft Barricade. 7. Const. 5" asphalt concrete pavement over compacted subgrade. 8. 3,340 L, /1'_ Zo"corb ori/y �/1i1�/aConst. 5" asphalt concrete pavement over compacted soil.. s 9 y )-T. 9. Const. 04RIA,BLE 71b/C�YNE5-5 ,4S1011,4Z7 C'OAICp,ETE �,s�GEMEi!/Ty OI�E�PL•4Y 1�'r �:/ Ili. 3Z 6"a. Ad us� M• Al Gover.5 to jade / GOLO PL4.t/E IJF P.1t/EtiIE�t!_T- i?/•UE/`�E /(/ES,�/S/,//ei /�iQ 2��/'1�itl 77llcKc%E�5'• A //, GA. PRIVj�_141A1; ! 3Z' 0 /Z�rrmve ex pevemen-� C'o" s�ruc?�ioh �c�e9 �� ir�ue� G0N5T 3Z' W/OE Ot� V PE,Q G !Ty 5� l (o 1 / Saw cu/edyre o f- where rlery pa vernen 1 /3 Cors 611 61rb �r��er C 67a, A/o. AN,- / CD//ST O/OgSPH,4CT COri/I�PETE P4/EMENT. 0/6�PL4y_ �nv/o �pa Vi��aP 5/ P Qrc/ /-7e /a/ � Cl �l .GONST VAR/ABLE Tf//CKNE-55 TPlIWT Ol&eLR9 (Z "vf/A/) Over/y Payr/79 asaiiec � L� �� d of%e�rs , _ ENGINEER FOR' REVISION NO.' 8 ONLY e� °�.� E• s CITY DATE r 3880 Lemon Street, Suite 300 �• �' �� J. F. Davidson Associates, Inc. N. ENGINEERING PLANNING SURVEYING � �'�%� � ND • REVISION APPROVAL DATE APPROVAL P.O. Box 493 CA 92502 h tt� GB / ADDED DRIVEWAYS -ON SHEETS 2.8, 3 W. D. E. tl0.-12-S9 ov == v 'LANDSCAPE ARCHITECTURE � 3880 Lemon Street, Suite 300 Riverside, v ADDED DRIVEWAYS ON SHEETS 3 12 & 1.3 W,D. E. 8-19-99 l.� (%9) 686-0844 FAX 714-686-5954 ca 0 -4-13 No. _10106 m � // �l,E!� I�i�'/!/ �//i .S O/y •S T.5' � 9 B i BENCH MARK #603 TERES I TO TAB I OLO R.C.E. NO• DATE: Z° � ��€!�. OAx� 9 30 �� 1J L 6 TE,C9 SDR/I/EMAYS Did SH 5, .qA,D W. 1O, E 5-06- a -�%..--- .. ,� •;: 38826 EXP. DATE 3-_t3/-53 •9�O,DE A,e/1/EDf/�IYS ON5h'Ts' / /2 Top of fire hydrant at southeast .� ��,� ��' 4OD�;o�,P/U�iy,9Ys Oji/ &1-17& 9, ;! /z cornerofof Industry Avenue and 0� ,'� Union P venue . �A1r 8 ADDED e0A1y-r NOT 1607.6M // ON EST. eV UANT. fs El. = 861.84 PA A►-13U11LT" 31,91 -� /•�'. CONST. T.B.M. #1 City C.� L • 5.,ric. al% Foaniana,041ifoornl;2 �2_" I.P. at the center line intersections 4worey --re Cts of Marlay Avenue and San Sevaine Channel. 90 6 %lavel2 A ve.�,v tV; tao a PublicWorks�?Qn a o �� c%o Cvca�r�un9 Cr/if rni 9B �0 rir�enf E l . = 880.91 �e/B onG� (TI�4)9a9 pej yr,Y - �' / :�'/rte �/al? Rr aYr a �cQ e CONST. T.B.M. #2 _ G.�l.C°.�ms Imo'%tZ.�/,60 �sZIor7 4� ree¢ 2" Br. disk at the intersection of• • Tram' /.974 °a ' Philadelphia -Avenue and Mulberry _AAl-L, L. Avenue. Vd-,N,q elh N. 4ivr;116 Av. eZ 203 • El. s 4 0.91 fi/e�t/o. LR /91088- Z �V ase Avrrvi Ci weer �11,5 C. ZS' Z� ADDED DRIVEWAY A SIDEWALK SH TS, 2,/0,&!/ AND A64�L,Q� 4v6Vv� _5_E1EE_'T_ , oW,- Z __ /�� `�I �'. r'-`` ADDED PARKWAY DRAIN SHTS. 5&-l/ AND i1ACATE.O ST.- � `� R/W SHT. IS. Y/SIOAf 7- D 3! . � - --- _ _ _ r RF O ET _BA _h SH-T-/� �1 ' as d /a m, Yam ;� Ir. D./D ZD.83 °6 MAW � l max � 2¢14 ' �iPiYer�io% Co.� I o Philade% 2h ' Averrve I-rol„ Sta. fg-AUO 7`0 51,q.50 -A50 T -J_ = Chardonnay Coo -I ehaleav e0orl /om6ar Courf -ZIC T..Z, - ADDED SIDEIIVXX ON SHEETS 1, 12, AND 1 q J95141411071V_ 4