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Home My WebLink About1790-1JURUPA STREET IMPROVEMENT PER ASL. PLANS 1%]r lu lu lif I[- IF O �I 1f A Nr,.� A ,, �C A IL II IF �O IR �I II A AVENUE I � � j I ITEM QUAN. INDEX MAP INSTALL 24" R.C.P., CLASS IV J _54N N 0 /NO W Y t 1100 EA. SLO✓E,e *T 25 4YEiY!/,fl* 1. I Ij i 2 30117 h � �� 24 ' .AND LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE y I I I ; I 11avE� ~ 16 O Q . 26 Z 21 32 Ak2r f h i 0 O Z U 22 W �5 I 1 � QIP 20 33 27 W I� -----✓ J I I - - - - j 9 W_ Z w !8 1622 28 i law w0 I 28 I = THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES 21 t!) .J I 29 (/) U 1 i9 18 17 i6 15 -------- - L / ✓� cn P,cOJ 20 W 30 I 29 CONSTRUCT CONCRETE CURB AND GUTTER (6"C.F. OF CA�3 I �P/YE,P�/OE 120A _ 1 SpN �lE.e/Y.4RL9/NO 'CO. Q COLEE N ST EET ----- R/YEAS/OE CO. VICINITY S H MAP 11 9- CONSTRUCT STANDARD CROSS GUTTER AND SPANDREL NO SCALE JURUPA STREET IMPROVEMENT PER ASL. PLANS 1%]r lu lu lif I[- IF O �I 1f A Nr,.� A ,, �C A IL II IF �O IR �I II A AVENUE I � � j I ITEM QUAN. INDEX MAP INSTALL 24" R.C.P., CLASS IV 27 13 /B i4 B 24 23 30 II I 1100 EA. l7 25 26 7 2 1. I Ij i 2 30117 15 �� 24 ' .AND LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE 25 <D 22 31 I I I ; I 11avE� ~ 16 O Lr 23 Z . 26 Z 21 32 I I ! I j I i 0 O Z 0 � I i7 22 W �5 I 1 � QIP 20 33 27 W I� -----✓ J I I - - - - j 9 W_ Z w !8 1622 28 i law w0 I 28 I = THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES 21 t!) .J I 29 (/) U 1 i9 18 17 i6 15 -------- - 8 cn a 19 20 W 30 I 29 CONSTRUCT CONCRETE CURB AND GUTTER (6"C.F. OF CA�3 I X1.,5' S' Q COLEE N ST EET ----- /� i S H ET N0. 1 11 9- CONSTRUCT STANDARD CROSS GUTTER AND SPANDREL 2 i 2 1 2 3 4 5 6 7 8 9 10 ii 12 i3 14 PER CITY OF FONTANA STANDARD DETAIL 104. 6 5 4 o�-7' / O6 Lli W U) TR. NO. 14152 TR. NO. 14152-3 JURUPA AVENUE 30 29 17 16 15 14 15 14 13 12 li 10 i8 9 8 28 /B 7 6 31 SH ET Nd, 3 32 W 27 i9 COLEEN -- _ STREET 5 w 33 Z 26 zi- 20 4 = W 27 Q 2e d' a 16 it Q 25 24 23 22 21 1 11 12 i3 16 i7 J Z 26 O � 3 Q �, 29 Z(n J i 0 18 Q I W 25 2 0 30 � Q.. C 0 L E EN STREET .�--- - - - O i9 it C/)29 W U 1 � ` 9 0 31 z SHEET NO. 2 , 20 23 cn NIC'OLE �a 13 1 ! 2 3 4 5 6 7 8 21 22 32 WAY 78 '� I - - - - - -.e f.. w . w I I I AM A 1 II nh� Ip II��O V IE n�� IE �I1f 11D IL A�IS -' w cn TRACT N0. STORM DRAIN QUANTITY ESTIMATES TR. NO. 14152-3 NO. ITEM QUAN. INDEX MAP INSTALL 24" R.C.P., CLASS IV 27 L. -F. 16 SCALE: 1100 EA. l7 CONSTRUCT N 4TRyyUCT�C�B T NO. Eh� ARES, D STD. DWG.2-D16 - D88 CASE " 13.11 R L.A.C.F. C. D � -TD- - DWG, _ J. 2 1. 35464 329597 30117 32943 S. F. .AND LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE NATIVE SOIL. ' ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 2O CONSTRUCT CONCRETE CURB AND GUTTER (6"C.F. Es THE EXSISTANCE AND LOCATION Q E F ANY UNDERGROUND UTILITIES OR ��o-,f �oH,� o ,.. � - F° A �� PER CITY OF FONTANA STANDARD DETAIL 101) . 1759 1723 1630 1622 L.F. ARE EXCEPT THOSE SHOWN ON THESE PLANS.; , THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES M0. 146"t ra �o ITV OF FONTANAT1SC�A,`IND nn DETAIL 1 n 1 ) STRUCTURES NOT SHOWN ON THESE PLANS, AND 1S RESPONSIBLE FOR L.F 4O CONSTRUCT CONCRETE CURB AND GUTTER (6"C.F. OF CA�3 TRANSITION TO 8"C.F. PER CITY OF FONTANA X1.,5' S' Q STD. DET. 100) . 63 L.F. O5 CONSTRUCT STANDARD CROSS GUTTER AND SPANDREL PER CITY OF FONTANA STANDARD DETAIL 104. 515 515 1030 o�-7' S.F. O6 CONSTRUCT 4" THICK CONCRETE SIDEWALK WIDTH 7036 6892 6520 6740 S.F- AND LOCATION PER PLAN. es;Q r ' O G'CU.PB�r,'U7rE.e-- 6'CC/eB GC/7T�,�. Tc= 7/ T_ OADJUST MANHOLE COVERS TO GRADE PER DETAIL 109. 4 4 4 k E A. OCONSTRUCT RAMPED CURB RETURN PER CITY OF - T. 1.. 5.0 FONTANA STANDARD DETAIL 104 A. TYPICAL STREET SECTION (6"CF) 2 TRACT N0. STORM DRAIN QUANTITY ESTIMATES TR. NO. 14152-3 NO. ITEM QUAN. UNIT 15 INSTALL 24" R.C.P., CLASS IV 27 L. -F. 16 CONSTRUCT J.S. N0.3 PER L.A.C.F. G.D. DWG. 2-D191 2 EA. l7 CONSTRUCT N 4TRyyUCT�C�B T NO. Eh� ARES, D STD. DWG.2-D16 - D88 CASE " 13.11 R L.A.C.F. C. D � -TD- - DWG, _ J. 2 EA. 14152,-I,-2,-3 CONSTRUCTION NOTES AND QUANTITY ESTIMATES * NOTE: TRANSITION DOES NOT CHANGE TYPICAL STREET SECTION REMAINS PER STANDARD SHOWN ABOVE (F.L.uTC-0.57') GRADE BRAKE OCCURS ON CURB PROFILE ONLY. T Ti/� /�/TE.2SGGT�JrL/ f REV . DATE DESCRIPTION GENERAL CONSTRUCTION NOTES: i. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM T0, THESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD SPECIFICATIONS, PUBLIC WORKS DEPARTMENT, CITY OF FONTANA. REFER TO DEFINITIONS AND TERMS IN CITY STANDARD SPECIFICATIONS, DATED 1975. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. 3. STATIONING REFERS TO THE CENTERLINES OF STREET. 4. CURB DATA REFERS TO THE FACE OF THE CURB. 5. ALL EXPOSED CONCRETE SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. 6. PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TEST TAKEN AFTER COMPLETION OF ROUGH GRADING. 7. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS. 8. EXISTING UNDERGROUND UTILITIES ARE AS A PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD. CONTRACTOR SHALL CALL EACH UTILITY PRIOR TO ANY WORK. 9. ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED 6' BELOW FINISHED GRADE BY SEWER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 10. ALL VALVE FRAMES AND COVERS SHALL BE CONSTRUCTED 6' BELOW FINISHED GRADE BY WATER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. ii. REFER TO CITY OF FONTANA, UNDERGROUND UTILI-TY LOCATION STANDARD DETAIL 129.- 12. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER 1MRPOVEMENTS INCLUDING, BUT NOT LIMITED TO GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE, LANDSCAPING, LANDSCAPING IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAINAGE, FLOOD CONTROL SYSTEMS, ETC. 13. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE CITY OF FONTANA. 14. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM WITH THE CITY OF FONTANA STANDARD DETAILS AND DETAILS HEREON 15. CONTRACTOR IS INSTRUCTED TO REFER TO THESE PLANS AND THE SPECIFICATIONS, AND WHERE THERE: IS OR MAY BE A CONFLICT SHALL IMMEDIATELY REPORT SAID CONFLICT OR, POSSIBLE CONFLICT TO THE OWNER'S REPRESENTATIVE. 16. STER I LANT REQUIRED UNDER ALL A. C. PAVEMENT, APD CopCP_ETE. 17. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAS BEEN PLACED, INSPECTED AND APPROVED,13Y THE CITY E 161wF-Ep_ 18. THE WALLS AND FACES Or ALL EXCAVATIONS GREATER THAN FIVE (5) FEET 1N DEPTH SHALL -BE EFFECTIVELY. GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. i9. THE CONTRACTOR(S) SHALL OBTAIN.A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 6 ABOVE FROM CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. SEE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SECTION 306-1.1.6. 20. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY'S INSPECTOR. 21. ACTUAL PAVEMENT THICKNESS TO BE _DETERMINED BY SOIL ENGINEER AFTER COMPLETION OF ROUGH GRADING. 22. ADEQUATE STAKES SHALL BE -SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 23. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO WORKING AROUND THEIR FACILITIES. 24. ALL BACKFILL TO BE CERTIFIED BY SOILS ENGINEER. 25. BACKFILL MATERIALS TO HAVE A S. E. OF 30 (MIN) AND MIN. COMPACTION OF 90%. PRIVATE ENGINEERS NOTICE TO ALL CONTRACTORS f THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND TR. 14152-1 TR. 14152- 2 TR. 14152-3 TR. 14152 COURSE OF CONSTRUCTIQN=-OF-THIS PROJECT, INCLUDING SAFETY N0. ITEM QUAN QUAN QUAN QUAN UNIT lOCONSTRUCT 3 2 iii'." A.C. OVER 12" COMPACTED 35464 329597 30117 32943 S. F. .AND LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE NATIVE SOIL. ' ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 2O CONSTRUCT CONCRETE CURB AND GUTTER (6"C.F. Es THE EXSISTANCE AND LOCATION Q E F ANY UNDERGROUND UTILITIES OR ��o-,f �oH,� o ,.. � - F° A �� PER CITY OF FONTANA STANDARD DETAIL 101) . 1759 1723 1630 1622 L.F. ARE EXCEPT THOSE SHOWN ON THESE PLANS.; , THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES M0. 146"t ra �o ITV OF FONTANAT1SC�A,`IND nn DETAIL 1 n 1 ) STRUCTURES NOT SHOWN ON THESE PLANS, AND 1S RESPONSIBLE FOR L.F 4O CONSTRUCT CONCRETE CURB AND GUTTER (6"C.F. OF CA�3 TRANSITION TO 8"C.F. PER CITY OF FONTANA STD. DET. 100) . 63 L.F. O5 CONSTRUCT STANDARD CROSS GUTTER AND SPANDREL PER CITY OF FONTANA STANDARD DETAIL 104. 515 515 1030 515 S.F. O6 CONSTRUCT 4" THICK CONCRETE SIDEWALK WIDTH 7036 6892 6520 6740 S.F- AND LOCATION PER PLAN. A ID UST VALVE VE Gr1VERS TO NEW GRADE T_ OADJUST MANHOLE COVERS TO GRADE PER DETAIL 109. 4 4 4 5 E A. OCONSTRUCT RAMPED CURB RETURN PER CITY OF - FONTANA STANDARD DETAIL 104 A. 2 2 4 2 E A. REMOVE EXISTING GURB r. GUTT40 REMOVI� $XTSTING 21D8WSt K ONS TRUGT A.G. r1VER AV AND FEATHER AS REQUIRED --_ SAW, GUT AND REMOVE EXISTING SPAL1DR 14 CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD. DET. 102 32 33 29 30 EA. 18 STEL �T" GfG//T- ,5_c9,f:,70 L SJl�/C//�% L,4%1G, eJL3.�.4 NC,4d5 1.�� CUT O�� LG-`�fSC ^ 4 -75 2 EA. * NOTE: TRANSITION DOES NOT CHANGE TYPICAL STREET SECTION REMAINS PER STANDARD SHOWN ABOVE (F.L.uTC-0.57') GRADE BRAKE OCCURS ON CURB PROFILE ONLY. T Ti/� /�/TE.2SGGT�JrL/ f REV . DATE DESCRIPTION GENERAL CONSTRUCTION NOTES: i. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM T0, THESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD SPECIFICATIONS, PUBLIC WORKS DEPARTMENT, CITY OF FONTANA. REFER TO DEFINITIONS AND TERMS IN CITY STANDARD SPECIFICATIONS, DATED 1975. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. 3. STATIONING REFERS TO THE CENTERLINES OF STREET. 4. CURB DATA REFERS TO THE FACE OF THE CURB. 5. ALL EXPOSED CONCRETE SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. 6. PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TEST TAKEN AFTER COMPLETION OF ROUGH GRADING. 7. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS. 8. EXISTING UNDERGROUND UTILITIES ARE AS A PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD. CONTRACTOR SHALL CALL EACH UTILITY PRIOR TO ANY WORK. 9. ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED 6' BELOW FINISHED GRADE BY SEWER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 10. ALL VALVE FRAMES AND COVERS SHALL BE CONSTRUCTED 6' BELOW FINISHED GRADE BY WATER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. ii. REFER TO CITY OF FONTANA, UNDERGROUND UTILI-TY LOCATION STANDARD DETAIL 129.- 12. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER 1MRPOVEMENTS INCLUDING, BUT NOT LIMITED TO GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE, LANDSCAPING, LANDSCAPING IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAINAGE, FLOOD CONTROL SYSTEMS, ETC. 13. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE CITY OF FONTANA. 14. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM WITH THE CITY OF FONTANA STANDARD DETAILS AND DETAILS HEREON 15. CONTRACTOR IS INSTRUCTED TO REFER TO THESE PLANS AND THE SPECIFICATIONS, AND WHERE THERE: IS OR MAY BE A CONFLICT SHALL IMMEDIATELY REPORT SAID CONFLICT OR, POSSIBLE CONFLICT TO THE OWNER'S REPRESENTATIVE. 16. STER I LANT REQUIRED UNDER ALL A. C. PAVEMENT, APD CopCP_ETE. 17. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAS BEEN PLACED, INSPECTED AND APPROVED,13Y THE CITY E 161wF-Ep_ 18. THE WALLS AND FACES Or ALL EXCAVATIONS GREATER THAN FIVE (5) FEET 1N DEPTH SHALL -BE EFFECTIVELY. GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. i9. THE CONTRACTOR(S) SHALL OBTAIN.A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 6 ABOVE FROM CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. SEE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SECTION 306-1.1.6. 20. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY'S INSPECTOR. 21. ACTUAL PAVEMENT THICKNESS TO BE _DETERMINED BY SOIL ENGINEER AFTER COMPLETION OF ROUGH GRADING. 22. ADEQUATE STAKES SHALL BE -SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 23. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO WORKING AROUND THEIR FACILITIES. 24. ALL BACKFILL TO BE CERTIFIED BY SOILS ENGINEER. 25. BACKFILL MATERIALS TO HAVE A S. E. OF 30 (MIN) AND MIN. COMPACTION OF 90%. PRIVATE ENGINEERS NOTICE TO ALL CONTRACTORS f THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTIQN=-OF-THIS PROJECT, INCLUDING SAFETY FOR ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY.AND NOT -BE LIMITED TO NORMAL WORKING HOURS; AND,THAT THE CONTRACTOR SHALL DEFEND, IMDEMNIFY, AND HOLD THE OWNER THE ENGINEER HARMLESS FROM ANY AND ALL .AND LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK OM -THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. Es THE EXSISTANCE AND LOCATION Q E F ANY UNDERGROUND UTILITIES OR ��o-,f �oH,� o ,.. � - F° A �� STRUCTURES .SHOWN ON THESE PLANS ARE OBTA 1 NED BY A SEARCH Q�' h►�-A OF AVAILABLE RECORDS . TO THE BEST OF OUR KNOWLEDGE, THERE NO EXSISTING UTILITIES <v ARE EXCEPT THOSE SHOWN ON THESE PLANS.; THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES M0. 146"t ra TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND 1S RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO, THESE LINES OR TRUCTURES. OF CA�3 Mc CLITCHAWCO., INC. CITY OF FONTANA , CALIFORNIA 2.698 MATAR_0, STREET (818)568-2474 PUBLIC WORKS DEPAR MENT i PASADENA, CALIFORNIA 511107 Down by Scale,rr r M.S.SOUTHRIDGE VILLAGE1 = 40 APPROVED -5_15_ � o.r,� ,,.a b TRACT NO. 14152 I -2--3 oat. q r 'r i BALD E TU T R.C.E. 14375 EXP. 3=31-89 DA7E M. S. STREET IMPROVEMENT PL II NS MARCH 89 Cn.ck•a ey : �,z�. �j�� 5' onp. No. 1 8 DATE A00, C• A. Appr%NTE,e_1M c/Ty ENGINEER R•C E.Zsizcllq#