Loading...
HomeMy WebLinkAbout3377-CE1GENERAL NO TES: 1 ALL WORK SHOWN HEREON SHALL BE DONE IN ACCORDANCE WITH THE CITY OF FONTANA STANDARDS AND SPECIFICATIONS, CHAPTER 33 OF THE CALIFORNIA BUILDING CODE, 2001 EDITION, AND THE CONTRACT DOCUMENTS. 2° ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SOILS ENGINEER'S RECOMMENDATIONS AND CONTRACT SPECIFICATIONS. THE SOILS REPORT PREPARED BY RMA GROUP, 10851 EDISON COURT, RANCHO CUCAMONGA, CA 91730, (909) 989-1751, AND ANY AMENDMENTS THERETO, ARE HEREBY MADE A PART HEREOF. 3. PRIOR TO THE START OF GRADING, ALL EXISTING VEGETATION AND DEBRIS, INCLUDING EXISTING STRUCTURES, FOOTINGS, FOUNDATIONS, RUBBLE, TREES, AND ROOT SYSTEMS, SHALL BE REMOVED FROM THE SITE TO THE SA TISFACTION OF THE SOILS ENGINEER. 4. AFTER STRIPPING EXISTING DEBRIS, ANY EXISTING LOOSE FILL OR DISTURBED NA TUBAL SOILS SHALL BE EXCA VA TED TO THE SA TISFACTION OF THE SOILS ENGINEER. 5. THE EXPOSED SOILS SHALL THEN BE INSPECTED BY THE SOILS ENGINEER, AND ANY ADDITIONAL OVER-EXCA VA TION SHALL THEN BE MADE IN ACCORDANCE WITH THE SOILS ENGINEER'S RECOMMENDATION AND AS CONTAINED IN THE SOILS REPORT 6. THE EXPOSED SOILS SHOULD THEN BE SCARIFIED TO A MINIMUM DEPTH OF 6 INCHES, BROUGHT TO PROPER MOISTURE CONTENT AND COMPACTED TO AT LEAST 9,!7. OF THE MAXIMUM DENSITY OBTAINABLE BY THE A. S. T°M. 0-1557-70 METHOD OF COMPACTION TO ATTAIN A DENSE AND UNYIELDING CONDITION. 7. COMPACTION SHALL DE OBTAINED BY METHODS APPROVED BY THE SOILS ENGINEER. 8. IF ANY UNKNOWN SUBSURFACE STRUCTURES ARE ENCOUNTERED DURING COA'STRUCTION, THEY SHALL BE IMMEDIA TEL Y BROUGHT TO THE ATTENTION OF THE SOILS ENGINEER PRIOR TO PROCEEDING. 9. DUST SHALL BE CONTROLLED BY WATERING THROUGHOUT THE GRADING AND BUILDING CONSTRUCTION OPERATIONS. 10. PRO TEC TI VE MEASURES SHALL BE TAKEN BY THE CON TRAC TOR TO PRO TEC T ADJACENT PROPERTY AT ALL TIMES DURING CONSTRUCTION. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR SO AS NOT TO CAUSE ANY MUD, SILT OR DEBRIS ONTO PUBLIC OR ADJACENT PROPERTY. ANY MUD OR DEBRIS ON PUBLIC PROPERTY SHALL BE REMOVED IMMEDIA TEL Y° 11. ALL GRADING AND FILLING OPERATIONS SHALL BE OBSERVED, INSPECTED AND TESTED BY A LICENSED SOILS ENGINEER APPROVED BY THE OWNER, AND COMPACTION REPORTS PROVIDED FOR CITY APPRO VAL. 12. PRIOR TO THE START OF ANY BUILDING CONSTRUCTION, THE CONTRACTOR SHALL FURNISH THE ARCHITECT, OWNER AND THE CITY WITH THE CIVIL ENGINEER'S WRITTEN OPINION THAT APPROVED PLANS AND COMPACTION REPORTS FROM THE SOILS ENGINEER THAT THE PROPER COMPACTION AND PREPARA T ION HAS BEEN OBTAINED. 13. NO GRADING SHALL COMMENCE WITHOUT OBTAINING GRADING PERMIT AND NOTIFYING GRADING INSPECTOR 24 HOURS PRIOR TO THE STAR T OF WORK. 14. PRIOR TO THE COMPLETION OF THIS CONTRACT, THE CON TRAC TOR SHALL OBTAIN COMPACTION REPORTS FROM THE SOILS ENGINEER THAT THE PROPER SUBGRADE COMPACTION HAS BEEN OBTAINED) AND SHALL FURNISH SAID REPORTS TO THE OWNER FOR APPROVAL. 15. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR FIELD CONDITIONS IMMEDIA TEL Y TO THE DESIGN ENGINEER FOR RESOLUTIONS PRIOR TO CONSTRUCTION, AND SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED. 16. ALL MANUFACTURED SLOPES ARE 2(H): 1(V) UNLESS OTHERWISE NOTED ON THE PLANS. NO SLOPES SHALL BE CONSTRUCTED STEEPER THAN 2(H): 1(V). 17. SEE THE DIMENSION CONTROL PLAN FOR PRECISE HORIZONTAL CONTROL DATA. CURVE DATA, BEARINGS, DISTANCES ETC. 18. PRIOR TO THE COMPLETION OF THIS CONTRACT, THE CON TRAC TOR SHALL OBTAIN THE CIVIL ENGINEER'S WRITTEN OPINION THAT THE PROPER SUBGRADE ELEVATIONS HAVE BEEN OBTAINED AND SHALL FURNISH SAID WRITTEN OPINION TO THE OWNER FOR APPROVAL. 19. MINIMUM GRADES SHALL BE: (A) CONCRETE STRUCTURES, "V" GUTTERS. CURB AND GUTTER, ETC. = 0.507 (B) ASPHALT, TURF. GRADED SOIL. ETC. = 1.07 20. CONTRACTOR SHALL IMPLEMENT SAND BAG EROSION CONTROL MEASURES AS NECESSARY TO PROTECT THE GRADING OPERATIONS AND ADJACENT PROPERTY. EROSION CONTROL MEASURES TO BE IMPLEMENTED IN ACCORDANCE WITH CHAPTER 33 OF THE CALIFORNIA BUILDING CODE, 2001 EDITION. 21. ALL TRENCH BACKFILL TO BE CERTIFIED BY SOILS ENGINEER. PRIVATE ENGINEER'S NOTICE TO CONTRACTORS: THE EXISTANCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY,. THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 22. CITY OF FON TANA UTILITY NOTIFICATION LIST CITY OF FONTANA PACIFIC BELL CO. ATTN. CARLOS NAVARRO ATTN: NORMA GUILLOT 8353 SIERRA AVENUE 1265 N. VAN BUREN STREET FONTANA, CA 92335 SUI TE 180 (909) 350-6632 ANAHEIM, CA 92807 525 (714) 666-5401 SO. CALIFORNIA GAS COMPANY COMCAST (CABLE TV) A TTN: GREG GASPAR A TTN: JACK HA YES 1205 16231 VALLEY BLVD. DUPONT AVENUE ONTARIO, CA. 91761 FONTANA, CA. 92335 (909) 390-4738 (909) 428-8411 24 EMERGENCIES. ° (800) 427-2200 w; /2) 14" IT 14" K-0- '3636 T29 VERIZON 50. CALIFORNIA EDISON COMPANY ATTN: STEVE HOCK 7951 REDWOOD AVE. 1400 E. PHILLIPS BLVD. FONTANA, CA. 92335 POMONA, CA. 91766 (909) 820-5598 - UNDERGROUND (909) 469-6327 (909) 875-5100 - TRANSMISSIONS (213) 637-1233 - PIPELINES FONTANA WATER COMPANY (909) 357-6233 - DISTRIBUTION ATTN: MICHAEL J. McGRAW 59 8440 NUEVO AVENUE 8-7/16 FONTANA, CA 92335 (909)822_2201 CRAWFORD CANYON MUTUAL WATER CO. FAX (909) A TTN: BASIL J° FABRIZIO 823-2201 5046 (909) 46J-9580 8-7116 8-3/4 WEST SAN BERNARDINO WATER CO. UNDERGROUND SERVICE ALERT ATTN: LON TSAI (800) 422-4133 855 W° BASELINE ROAD 61 RIALTO, CA 92377 23. ALL GRADING SHALL CEASE DURING PERIODS OF WINDS IN EXCESS OF 25 MPH. SITE SHALL BE KEPT CONTINUOUSLY WATERED DURING PERIODS OF HIGH WINDS TO PREVENT AIRBORNE EROSION. EARTHWORK QUANI TIES CUT 600 C. Y. FILL 18, 340 C. Y. SG -2424 STEEL PARKWAY OR TRAFFIC SOLID COVER WT, 145 rbs, TRAFFIC -' i 261'4•' 261/4" S STEEL. WT. 541bs. I 2 1 f4 ..f SGR 2424T TRAFFIC GI WT: 961bs. 2 114" CB -2424 TOP SECTION OR EXTENSION W/O K.O. .t SEE CHART �_1. CB -2424 LOWER SECTION .r wtlrl )UT I AME TOP OR EXT SECTION ,I, LETS AVAILAeLE "2424 T6 6" 303 NO K.O,. «•2424772 12' ;: 606 NO K.Q. 2424 T18 TB ` 909 NO K.O. '2424 718 18' 904 v 12} 8 '2424 T24 24 1030 w. r2414 x 14-` K.M LOWER i SECTION 1 HT LBS AVAIL AF31. r, -'2424 Lit 12'• 606 W,(2) 6' x:14" K.O. '2424 t18 18' 909 W, (2) 8 x 14'KA. 2424 L24 24-• 1080 U_(2)1411C 14" K o BOTTOM SECTION "T LEE AVAILABLE "2424 B30 30" 3975 ! WI (2) 14" x 14" K.O.. 242.4 836 36" 4050Y 11Vf {2} 14" x 14" K.O. • WITH FRAME ONLY WITH OR WITHOUT FRAME SC -3636 STEEL, PARKWAY OR TRAFFIC S01'61D COVER WT. Ibs TRAFFIC CB -3636 TOP SECTION OR EXTENSION W.10 K.O. AVAILABLE WITH OR WITHOUT GALV. FRAME PARKW0 GR E__ ®,® WT. lbs.tea`'~��'`',``' LOWER SECTION WiKNOCKOUT AVAILABLE WITH k.. OR WITHOUT GALV FRAME SEE SGR-3636T STEEL 70V TRAFFIC GRATE 'ArT. 301 lies, 40 Sir CB -3636 ii BOTTOM SECTION 3 3N 6'j TOP OR EXT SECTION '3636 Ts I HT 6"525 LBS AVAILABLE NO K.O. '°3636 T12 12" 1050 NO K.D. 3538 Es 6' 525 NO K.D. i 36k 36 E12 12" 1050 NO K.O_ '3536T21 21" 1827 w,(2) 14" x 10.' K.O. 3636 €24 24 2086 w; /2) 14" IT 14" K-0- '3636 T29 24" 2,523 wi (2j 14' x 14--K.O. 3636 L48 48- 4200 W r j2) 14" x 14" K:D. 3536 Ls0 i &0 5250HT LBS i AVAILABLE 3636 849 1 49' 1 5493 viii 42} 14' x 14" K.D. 3636 B61 si" 6537 t'V; f2} 74" x 14" K.O. WITH FRAME ONLY WITH OR WITHOUT FRAME SIDEWALK NOTES 1. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.07 2. SIDEWALK SLOPE SHALL NOT EXCEED 4.97 IN THE PATH OF TRAVEL J. SIDEWALK SLOPE SHALL NOT BE LESS THAN 0.57 IN ANY DIRECTION 4. ALL SIDEWALKS (EXCEPT STAIRS AT BASKETBALL COURT) SHALL BE ADA ACCESSABLE INDEX MAP 600 SERIES CHANNEL DATA SA.x„CAI P" f:� BASNI Ion ! I CA1CH LV7 Dr"-'� SA7C �e)OL11 6'!A^ d70CY L 6T9C � 16]QCL CATGf BA9N j .ASIN L J+.may 7 i760 Cis"° i J[J 6J6o �ar5 ai // 6710 6700 1 i1Sx?a 6']OC t 670Ur f tl11E3 A6Ta1M ...9,5W 676U 11i`_ NOrum DRAIN T OUT acIft- GRAIN Gk/ mn J BorIm Mi wr WT--' wTxIw MAIN CUT -01771 t De"O 1*.Ik WT -OUT -'7 FLOWLINE T.C. 5. - - - a' OR 6" A` OR 6' TF 4'M 6' 'dUiE '- All hava tx1B0m cuE auLti ^. klhe ccrr andi. e+si NOTE 2: Af batt and fxaulral CtAnn6�i' a.ca9 esp ng ala r,' T.W. TOP OF WALL Weight Inim Outlet Chan gl.t4un er weight !islet Oubot Chanlwi Number Lets Imo' ©IM '6' INDICATES SLOPE ,q/W DIM -IN QW,"R 60ON (nonslopod) 37 4-1116 ' =:1;%16 614 59 8-1/8 8-7/16 601 38 4-1/16 4-318 615 60 8-7116 8-3/4 6w, 43 4-18 4-11M6 615N (nonsloped) 61 8-3/4 8-3/4 603 43 4-111`.6 `a 615H (nonsloped 24") 30 8-314 8-3/4 604 44 5 5-5x'16 616 61 8.314 9-1/16 605 45 5-5116 5-5i8 617 fit 9-1." 6 9-318 605N (nons)oped) 46 5-518. 5-5/8' 618 63 9-318 9-11116 605H (nonslopea 24") 22 5.5i8 i -5i8 619 64 9-11,116 10 606 47 5-5e8 5:15116 620 x17 10 10 5/16 607 50 5.15/16 6-1/4 121 68 10-5/16 10 518 608 51 6-114 6=9116 622 71 10-5/8 10-15116 609 52 6-9116 6-718 623 3 10-15116 11 AM 610 54 6-718 7-3116 624 75 11-114 11-9116 611 55 7.3116 7^112 625 76 11-9116 11718 612 56 7-112 7-13116 625N (nonsioped) 77 11-7/6 11.7/8 613 57 7-13116 8-1Is 525H (nonslopad 24"+ 38 11-718 11-7/8 6 1/4' ' -�--- 51/4' �+ A or 8 (A or By +3/4" 2 1/8" t 706 Series frame adds 1-3!16" to dimensions A or B. Bottom of Channef Cut -Out Extender Panels add 7-306" to dimensions A or B. STRC1111OWELL LENOIR CITY DIVISION -__._.. 3621 fndustnal Park Drive, Lenoir City, TN 37771 USA (800)346-3061 (423)986-9726 FAX(423)986.0585 http:7;'WWw.5tr06gw811.c0rt: AV BA USHO L BrQL1l5 R -L � DR RCT oLMADSUMMIT a Y6 5 \,p. AUGUSTA DR z T P� rIERR/4 LN 9 �pp <F - �wPEX NA��j\NE �BELLERIVE ah'OP8"OOD LN o�\P� PL s Co oP CT MPIC cR 3p, e wER,ON s 3HIANED0j�� CLUBHOUSE DR M y 'IDU ERRARY WAY s DORAL LN Q P > INNISBROOK .n � IIrL/JI'r/�� > �� INDERNEs� L.L M Uj L.I. U) U IL - "WE, P1W ROUTE NO. 210 HIGHLAND AV-II.ADJ h, VICINITY MAP N. T S. CONSTRUCTION NOTES OCONST 4" AC PAVEMENT OVER 12" COMPACTED NATIVE MATERIAL. 0 CONSTRUCT 6" CURB & 18" GUTTER PER CITY STD. NO. 1003. O3 CONSTRUCT 6" CURB ONLY PER CITY STD. NO. 1003. O4 CONSTRUCT HANDICAP ACCESS RAMP PER 2001 CBC ACCESSIBILITY SECTION SEE DETAIL ON SHEET NO. 4. 0 CONSTRUCT CATCH BASIN PER CITY STD. NO. 121 W/MODIFIED LOCAL DEPRESSION PER DETAIL SHT. 4. OINSTALL BROOKS PRODUCTS CB -3636 CATCH BASIN WITH BOLT DOWN STEEL TRAFFIC GRATE OR APPROVED EQUAL PER DETAIL HEREON. OINSTALL BROOKS PRODUCTS CB -24-24 CATCH BASIN WITH BOLT DOWN STEEL TRAFFIC GRATE OR APPROVED EQUAL PER DETAIL HEREON. 80 INSTALL 4" DIA. S.D.R. 35 PIPE. 90 INSTALL 8 " DIA. S. D. R. 35 PIPE. 10 INSTALL 12" DIA. S.D. R. 35 PIPE. 11 INSTALL 18" DIA. RCP (1350 D -LOAD) 12 INSTALL 24" DIA RCP (1350 D -LOAD) 13 INSTALL SD MANHOLE PER A.P. W.A. STD. PLAN 321-1 AND LOCKING MANHOLE LIDS PER A.P. W.A. STD. 210-2. 14 INSTALL CLEANOUT PER CITY STD. NO. 128 MODIFIED FOR PVC PIPE. 15 CONSTRUCT 4" PCC SIDEWALK PER ARCHITECT PLANS. 16 CONSTRUCT PCC MOWSTRIP PER ARCHITECT PLANS. 17 INSTALL W.I. FENCE & GATES PER ARCHITECT PLANS. 18 INSTALL 4- P.C.C. (MIN) HARDSCAPE PER ARCHITECT PLANS. 19 INSTALL SLOPED TRENCH DRAIN PER POLYCAST 600 SERIES CHANNEL 601 THROUGH 625 W/BOLT DOWN STEEL TRAFFIC GRATE OR EQUAL APPROVED PER DETAIL HEREON. 19A INSTALL TRENCH DRAIN PER POLYCAST 600 SERIES CHANNEL 60ON W/BOLT DOWN STEEL TRAFFIC GRATE OR EQUAL APPROVED PER DETAIL HEREON. 20 INSTALL 4" VCP SEWER 21 INSTALL SEWER LATERAL & HOUSE CLEAN OUT PER CITY STD. NO. 125. 22 I" PLASTIC WATER SERVICE INSTALLED BY FONTANA WATER DISTRICT. 23 INSTALL 1" BACK FLOW PREVENTOR PER FONTANA WATER DISTRICT 24 INSTALL 1 " P. V° C. SH 40. PIPE 25 2" WATER SERVICE INSTALLED BY FONTANA WATER DISTRICT. 26 INSTALL 2" BACK FLOW PREVENTOR PER FONTANA WATER DISTRICT. 27 INSTALL 2" P. V. C. SH 40. PIPE 28 INSTALL 1/2" P.V.C. SH 40. PIPE 29 CONSTRUCT CONCRETE COLLAR PER A.P.W°A. STD. PLAN 380-3 30 CONSTRUCT JUNCTION STRUCTURE PER A.P. W.A. STD. PLAN 332-1. 31 CONSTRUCT TRANSITION STRUCTURE PER A.P. W.A. STD. PLAN 340-1. 40 SAWCUT LINE 41 REMOVE EXISTING PAVEMENT SIDEWALK, CURB & GUTTER, REPLACE EXISTING PAVEMENT WITH FULL DEPTH A.C. 42 CONSTRUCT DRIVEWAY WITH PARKWAY SIDEWALKS PER CITY STD. NO. 1005A CE -1 io� 48 JA826-1185\aradina\PG01.dwa. 1/17/2005 8:50:03 Ark ioraea ABBREVIA TIONS / LEGEND --� FLOWLINE T.C. TOP OF CURB - - - - TRACT BOUNDARY TF TOP OF FOOTING F° G. FINISH GRADE T° G. TOP OF GRATE F.L. FLOW LINE T.W. TOP OF WALL F°S. FINISH SURFACE (590.77) INDICATES EXISTING ELEVATION G.B. GRADE BREAK 590.77 INDICATES PROPOSED ELEVATION H.P. HIGH POINT yy INDICATES SLOPE ,q/W RIGHT OF WAY INDICATES REMOVE EXISTING AV BA USHO L BrQL1l5 R -L � DR RCT oLMADSUMMIT a Y6 5 \,p. AUGUSTA DR z T P� rIERR/4 LN 9 �pp <F - �wPEX NA��j\NE �BELLERIVE ah'OP8"OOD LN o�\P� PL s Co oP CT MPIC cR 3p, e wER,ON s 3HIANED0j�� CLUBHOUSE DR M y 'IDU ERRARY WAY s DORAL LN Q P > INNISBROOK .n � IIrL/JI'r/�� > �� INDERNEs� L.L M Uj L.I. U) U IL - "WE, P1W ROUTE NO. 210 HIGHLAND AV-II.ADJ h, VICINITY MAP N. T S. CONSTRUCTION NOTES OCONST 4" AC PAVEMENT OVER 12" COMPACTED NATIVE MATERIAL. 0 CONSTRUCT 6" CURB & 18" GUTTER PER CITY STD. NO. 1003. O3 CONSTRUCT 6" CURB ONLY PER CITY STD. NO. 1003. O4 CONSTRUCT HANDICAP ACCESS RAMP PER 2001 CBC ACCESSIBILITY SECTION SEE DETAIL ON SHEET NO. 4. 0 CONSTRUCT CATCH BASIN PER CITY STD. NO. 121 W/MODIFIED LOCAL DEPRESSION PER DETAIL SHT. 4. OINSTALL BROOKS PRODUCTS CB -3636 CATCH BASIN WITH BOLT DOWN STEEL TRAFFIC GRATE OR APPROVED EQUAL PER DETAIL HEREON. OINSTALL BROOKS PRODUCTS CB -24-24 CATCH BASIN WITH BOLT DOWN STEEL TRAFFIC GRATE OR APPROVED EQUAL PER DETAIL HEREON. 80 INSTALL 4" DIA. S.D.R. 35 PIPE. 90 INSTALL 8 " DIA. S. D. R. 35 PIPE. 10 INSTALL 12" DIA. S.D. R. 35 PIPE. 11 INSTALL 18" DIA. RCP (1350 D -LOAD) 12 INSTALL 24" DIA RCP (1350 D -LOAD) 13 INSTALL SD MANHOLE PER A.P. W.A. STD. PLAN 321-1 AND LOCKING MANHOLE LIDS PER A.P. W.A. STD. 210-2. 14 INSTALL CLEANOUT PER CITY STD. NO. 128 MODIFIED FOR PVC PIPE. 15 CONSTRUCT 4" PCC SIDEWALK PER ARCHITECT PLANS. 16 CONSTRUCT PCC MOWSTRIP PER ARCHITECT PLANS. 17 INSTALL W.I. FENCE & GATES PER ARCHITECT PLANS. 18 INSTALL 4- P.C.C. (MIN) HARDSCAPE PER ARCHITECT PLANS. 19 INSTALL SLOPED TRENCH DRAIN PER POLYCAST 600 SERIES CHANNEL 601 THROUGH 625 W/BOLT DOWN STEEL TRAFFIC GRATE OR EQUAL APPROVED PER DETAIL HEREON. 19A INSTALL TRENCH DRAIN PER POLYCAST 600 SERIES CHANNEL 60ON W/BOLT DOWN STEEL TRAFFIC GRATE OR EQUAL APPROVED PER DETAIL HEREON. 20 INSTALL 4" VCP SEWER 21 INSTALL SEWER LATERAL & HOUSE CLEAN OUT PER CITY STD. NO. 125. 22 I" PLASTIC WATER SERVICE INSTALLED BY FONTANA WATER DISTRICT. 23 INSTALL 1" BACK FLOW PREVENTOR PER FONTANA WATER DISTRICT 24 INSTALL 1 " P. V° C. SH 40. PIPE 25 2" WATER SERVICE INSTALLED BY FONTANA WATER DISTRICT. 26 INSTALL 2" BACK FLOW PREVENTOR PER FONTANA WATER DISTRICT. 27 INSTALL 2" P. V. C. SH 40. PIPE 28 INSTALL 1/2" P.V.C. SH 40. PIPE 29 CONSTRUCT CONCRETE COLLAR PER A.P.W°A. STD. PLAN 380-3 30 CONSTRUCT JUNCTION STRUCTURE PER A.P. W.A. STD. PLAN 332-1. 31 CONSTRUCT TRANSITION STRUCTURE PER A.P. W.A. STD. PLAN 340-1. 40 SAWCUT LINE 41 REMOVE EXISTING PAVEMENT SIDEWALK, CURB & GUTTER, REPLACE EXISTING PAVEMENT WITH FULL DEPTH A.C. 42 CONSTRUCT DRIVEWAY WITH PARKWAY SIDEWALKS PER CITY STD. NO. 1005A CE -1 io� 48 JA826-1185\aradina\PG01.dwa. 1/17/2005 8:50:03 Ark ioraea