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Home My WebLink About3158-1GENERAL NOTES CITY OF FONTANA UTILITY NOTIFICATION LIST 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA CITY OF FONTANA PACIFIC BELL CO. STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD ATTN: CARLOS NAVARRO ATTN: VIRGINIA BECKER SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (-GREEN BOOK-). 8353 SIERRA AVENUE 3939 E.CORONADO STREET W11 21 ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION FONTANA, CA 92335 ANAHEIM, CA 92807 UNLESS OTHERWISE NOTED. (909) 350-6632 (714) 666-5467 22 NN Oz V 2. WHEN TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CANNOT BE SO. CALIFORNIA GAS COMPANY COMCAST (CABLE TV) "A X' 0 23 RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK-, -THE CONTRACTOR ATTN: GREG GASPAR ATTN: JACK HAYES 9 SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 16231 VALLEY BLVD. 1205 DUPONT AVENUE FONTANA, X, CA. 92335 ONTARIO. CA. 91761 24 6� 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. (909) 428-8411 (909) 390-4738 /�j 8 EMERGENCIES: (800) 427-2200 0 4 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA GENERAL TELEPHONE COMPANY25 7 COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR SO. CALIFORNIA EDISON COMPANY ATTN: STEVE AHOCK 4 AI l TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED 7951 REDWOOD AVE. 1400 E. PHILLIPS BLVD. P"ll j, 6 26 AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC FONTANA, CA. 92335 ONTARIO, CA. 91766 0 bh,% ii i / RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 909 820-5598 - UNDERGROUND (800) 422-4133 ; 15 5 27 909 875-5100 - TRANSMISSIONS p j,", /'Rl 4 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND 213 637-1233 - PIPELINES FONTANA WATER COMPANY 4 28 PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST 909 357-6233 - DISTRIBUTION ATTN: MICHAEL J. McGRAW 16 NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 18001 422-4133 8440 NUEVO AVENUE13 FONTANA, CA 92335 h, P 3 I \ , 29 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, CRAWFORD CANYON MUTUAL WATER CO. (909) 822-2201 DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. ATTN: BILL VANDERKIEFT, JR. FAX: (909) 823-5046 (619) 868-6040 12 2 17 .5U 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR20 UNDERGROUND SERVICE ALERT 31 TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF 19 INDUSTRIAL SAFETY. (800) 227-2600 18 CO 10 32 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE PRIVATE ENGINEER'S NOTICE TO CONTRACTORS h 1.1",/ 139 REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. 34 OG TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS 13 115 FOR GROUND MOVEMENT. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES 8 112111 SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; f; 114 113 109 TO THE BEST OF OUR KNOWLEDGETHERE ARE NO EXISTING UTILITIES EXCEPT 35 , 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT p 137 116 36 OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE f.;h 108 PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE1. 91 3r 37 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION. DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- &Z =jr136 117 90 SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT 107 HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE 0 Zi 38 SHOWN ON THESE DRAWINGS. 135 118 1 92 FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. "Nz v THE CONTRACTOR SHALL CONTACT UNDERGROUND THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS- 134 119 89 93 106 39 SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. IBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION 0 88�\\ 40 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT ./j, 0, 4�11/ 133 120 94 THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; 87 104 BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC CABLE TELEVISION, LANDSCAPING, LANDSCAPE X/ 77 41 IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER 79 6 95 CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, 132 tL. I 103 WORK AROUND THEIR FACILITIES. IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING 79 42 FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE 8 131 .02 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT ENGINEER. 80 43 APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE130 84 123 101 WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT 0 76 1 81 h1l"?, ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 10, 19 1 1 1 - 97 98 99 1 44 13. CURVE DATA REFERS TO THE FACE OF CURB. 14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CLOSURE AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. R/W 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR CL 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE 7' 20'/18' CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 5' 6' DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT-OF-WAY DURING CL. O P.U.E. _0_0' . T(54TC R/W) 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR, '+0.03' (50' R/W) 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE 2% LEVEL LINE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE 2% WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALIES FROM UNDERMININGCONC. - - - - - - - - - STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE (�)SIDEWALK TEMPORARY NON-ERODEABLE SWAI ES FNTFF?Imrl OR LEAVING luponvrurkrm I 83 P 73 3 45 72 - ------ AL 12 71 74 10 46 12,j 55 54 53 52 51 50 49 48 47 - 56 125 I Z 58 57 60 59 63 62 6 64 65 C70LF GOUT S.f' u 69 68 67 66 R/W 54' / 50' 1 20718' AC PAVEMENTO 2% CONC.CURB 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE & GUTTER TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 541 50P R/W 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH TYPICAL SECTION EXISTING CONCRETE 27. THE SEWER CONTRACTOR SHALL STAMP AN OS" IN THE FACE OF THE CURB AT THE AVENAL PLACE, SEMINOLE WAY, WILSHIRE DRIVE, LOCATION OF THE SEWER LATERAL. AND MAGNOLIA WAY - 54' R/W 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, BIG HORN PLACE, LAKESIDE COURT AND INSPECTED AND APPROVED. BRENTWOOD PLACE - 50R/W NOT TO SCALE 29. ALL UNDER GROUND UTILITIES SHALL BE INSTALLED TESTED AND APPROVED PRIOR TO PAVING OF STREETS. Ti. -5.5 7P ,6, _ i P.U.E. 2% rONC. SIDEWALK(6) CONC. CURB & GUTTER INDEX MAP NOT TO SCALE Wly ETY R/W 79' R/W CL ._5jI 10' 5'. 22' 22' -5', 5' 5' 2X 2% 2X 2% S, CON _7 77 SIDEWALK CONC. CONC.CURB & CONC. CURB SIDEWALK GUTTER & GLITTER AUGUSTA DRIVE NTS N Wh%ff AVE SUh%ff AVE VICINITY MAP I(, f LEGEND JV- APPROVED SOIL ')ILKILANI IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING,EU STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF 0RD DRAW THE CITY TRAFFIC ENGINEER. _ARD DRA?NINGS HAVE BEEN PR;TA7,EC71N'--.'' BA'�OF 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS 3�S INFORMATION GC n is r OTHERS. THE ENGINEER VPu, AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. N'� FC',:3 ANY ERRORS OR OM!�S zCORPORATED INTO THE DOC_`Si 7�:11,' 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, THNEREOF TTFIV arIMLL r-F%%JV1Ur_ Mr-w-VINU Uf%AVF114U.> TO IML UIT ENGINEER. D REV. C== AWAAAAAAAAA �~AAAAAAOVWWWWM DIAL ITUn Unn"TPIr_ TOLL FREE `016abo-1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REVISION DESCRIPTION V A.C. ASPHALTIC CONCRETE P.C.C. PORTLAND CEMENT CONCRETE B.C. BEGIN CURVE B.V.C. BEG. VERTICAL CURVE (R) RIDGE LINE I B.W. BACK SIDEWALK R/W RIGHT OF WAY C.B. CATCH BASIN TAN. TANGENT C.L. CENTERLINE T.C. TOP OF CURB E.C. END CURVE W WIDTH E.P. EDGE PAVEMENT V VERTICAL DEPTH E.G. EDGE GRADE (590.77) INDICATES EXISTING ELEVATION E.V.C. END VERTICAL CURVE F.L. FLOW LINE 590.77 INDICATES PROPOSED ELEVATION F.S. FINISH SURFACE G.B. GRADE BREAK INDICATES SLOPE > 4 1 H.P. HIGH POINT AC PAVEMENT INV. INVERT REMOVAL O.C. ON CENTER GRIND BENCH MARK: No. 615 BASS OF BEAF&W RAILROAD SPIKE AT INTERSECTION THE BEARING OF N89*30'06"E ALONG OF CITRUS AVE. AND LOS CECROS THE No. LINE OF SEC. 30, T.1N.,R.5W., AVE., IN POWER POLE NO. 9011 E S.B.M. PER R.S. 58/5, WAS USED AS ON THE EAST SIDE OF CITRUS AVE. THE BASIS OF BEARINGS FOR THIS • ELEVATIONI: 1467.59 PLAN. SIERRA LAKES SPECIFIC PLAN DATE ENGR. CITY DATESHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA QRS PREPARED IN THE OFFICE OF COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL k 4 � MADOLE AND ASSOCIATES, INC. STREET IMPROVEMENT PLANS XW CHURCH STREET, SM 107 DRAYM BY. SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, No. 6218 1\1A RANCHO CUCANIONCK CA 9M SCALE: 3 r n . TRACT No. 16095 X PHONE (909) 90-M S.C. AS 5+40M THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Exp: 9-30-05 * DESIGNED BY: TITLE SHEET DATE: I =.K.I-. JUNE 20 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND cjv�v 0 0:2 CA�- Date :7,1-1-0'L- CHECKED BY: 7" DRAINING NO.: STANDARDS IN EFFECT. RCF_ 62W EXP. 9-30-05 Pz.A.�A CIT ENGINEER R.C.E. 51152 DATE 5158 I JA826-1171\streets\st01.dwg, 07/16/2002 04:05:40 PM, sc CONSTRUCTION NOTES QUANTITIES 1 CONSTRUCT 4 1/2" AC PAVEMENT (MIN.) OVER 12" COMPACTED 197,340 SF NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32). O CONSTRUCT 6" TO 8" P.C.C. CURB & GUTTER TRANSITION PER 293 LF CITY STD. PLAN NO. 1003. CONSTRUCT 6"CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003. 9,826 LF CONSTRUCT P.C.C. CROSS GUTTER PER CITY STD. PLAN NO. 104 2,852 SF MODIFIED TO 8' WIDE. CONSTRUCT RAMPED CURB RETURN PER CITY STD. PLAN NO. 1006. 18 EA CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015 42460 SF CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 102 19,591 SF AS SHOWN, W = 16' UNLESS NOTED ON PLAN. CONSTRUCT CURB OPENING CATCH BASIN PER A.P.W.A. STD. PLAN 5 EA 300-2, "W" PER PLAN. DETAIL ON SHEET NO. 9. O CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STD. PLAN 313-1, CASE A & 5 EA CASE B. DETAIL ON SHEET NO. 9. 1 EA 10 O CONSTRUCT PARKWAY DRAIN PER A.P.W.A. STD. PLAN 151-1, "S" PER PLAN. DETAIL ON SHEET NO. 9. 11 ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY 27 MH/12 GV STD. NOS. 109 & 130. @ INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD. PLAN NO. 1016 (SCE #7). 22 EA 13 INSTALL STREET NAME SIGN PER CITY STD. NO. 139 10 EA 14 INSTALL R1 STOP SIGN W/ LIMIT LINE & "STOP" LEGEND 3 EA 15 SAW CUT & REMOVE EXISTING P.C.C. CURB & GUTTER & SIDEWALK. 320 LF LEGEND JV- APPROVED SOIL ')ILKILANI IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING,EU STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF 0RD DRAW THE CITY TRAFFIC ENGINEER. _ARD DRA?NINGS HAVE BEEN PR;TA7,EC71N'--.'' BA'�OF 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS 3�S INFORMATION GC n is r OTHERS. THE ENGINEER VPu, AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. N'� FC',:3 ANY ERRORS OR OM!�S zCORPORATED INTO THE DOC_`Si 7�:11,' 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, THNEREOF TTFIV arIMLL r-F%%JV1Ur_ Mr-w-VINU Uf%AVF114U.> TO IML UIT ENGINEER. D REV. C== AWAAAAAAAAA �~AAAAAAOVWWWWM DIAL ITUn Unn"TPIr_ TOLL FREE `016abo-1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REVISION DESCRIPTION V A.C. ASPHALTIC CONCRETE P.C.C. PORTLAND CEMENT CONCRETE B.C. BEGIN CURVE B.V.C. BEG. VERTICAL CURVE (R) RIDGE LINE I B.W. BACK SIDEWALK R/W RIGHT OF WAY C.B. CATCH BASIN TAN. TANGENT C.L. CENTERLINE T.C. TOP OF CURB E.C. END CURVE W WIDTH E.P. EDGE PAVEMENT V VERTICAL DEPTH E.G. EDGE GRADE (590.77) INDICATES EXISTING ELEVATION E.V.C. END VERTICAL CURVE F.L. FLOW LINE 590.77 INDICATES PROPOSED ELEVATION F.S. FINISH SURFACE G.B. GRADE BREAK INDICATES SLOPE > 4 1 H.P. HIGH POINT AC PAVEMENT INV. INVERT REMOVAL O.C. ON CENTER GRIND BENCH MARK: No. 615 BASS OF BEAF&W RAILROAD SPIKE AT INTERSECTION THE BEARING OF N89*30'06"E ALONG OF CITRUS AVE. AND LOS CECROS THE No. LINE OF SEC. 30, T.1N.,R.5W., AVE., IN POWER POLE NO. 9011 E S.B.M. PER R.S. 58/5, WAS USED AS ON THE EAST SIDE OF CITRUS AVE. THE BASIS OF BEARINGS FOR THIS • ELEVATIONI: 1467.59 PLAN. SIERRA LAKES SPECIFIC PLAN DATE ENGR. CITY DATESHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA QRS PREPARED IN THE OFFICE OF COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL k 4 � MADOLE AND ASSOCIATES, INC. STREET IMPROVEMENT PLANS XW CHURCH STREET, SM 107 DRAYM BY. SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, No. 6218 1\1A RANCHO CUCANIONCK CA 9M SCALE: 3 r n . TRACT No. 16095 X PHONE (909) 90-M S.C. AS 5+40M THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Exp: 9-30-05 * DESIGNED BY: TITLE SHEET DATE: I =.K.I-. JUNE 20 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND cjv�v 0 0:2 CA�- Date :7,1-1-0'L- CHECKED BY: 7" DRAINING NO.: STANDARDS IN EFFECT. RCF_ 62W EXP. 9-30-05 Pz.A.�A CIT ENGINEER R.C.E. 51152 DATE 5158 I JA826-1171\streets\st01.dwg, 07/16/2002 04:05:40 PM, sc