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HomeMy WebLinkAbout2956-1GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2. WHEN TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CANNOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 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 REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA, TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, IEE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 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. 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT-OF-WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR, 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 29. ALL UNDER GROUND UTILITIES SHALL BE INSTALLED TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 30. APPROVED SOIL STERILANT 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, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. R/W R/W 7�7�+A i[7C D ��p� 50'/54' TELV ATAIE Tl�. 1592 7, 18'20• CL 18'/20' 7' ® 18'/c1.+0.03'=TC 0 20'/cI.-0.01'=TC 6' 6' M. sNDRr. O A.C./A.B. LEVEL LIN 2:1 2% 2% 2% 2% 2:1 MAX. �� �� MAX. 12 11 10 9 8 q g 5 4 3 ... .-:. �_.�..:::...:..:.:�.-<... .:... _... .,,; '. CONIC. -- __ _EET$ -- 2 SIDEWALK CONC.CURB CONIC. 7 O & GUTTER ® ®GONG. CURB SIDEWALK O & GUTTER 13 , PORTICO LANE TYPICAL ST. 50754' R/W I \ r119 NTS 14T596 797 98 99 100 �o BFiT RANGER LN, POINTE CT, GRANITE CT, HIGH CLIFF LN, OVER LOOK LANE, R/W PALLADIO LK PIE BLUFF LK SKI'LNE L1, PORTICO LN. R/W 15 ALPBd LANE 72' NO. III Z 16 94 93 92 91 90 89 88 5 CL Z 14' 22' 22' 14' cl.-0.05'=TC g lEETNO. J 17 1 i ' 86 8 6 O 2% A.C./A. B. LEVEL LINE 8' --- PINE BLUFF LANE ---- --- --- - - 2:1 � 2% 27 0.05' 2% 2:1 --- IMAX. `- -.". -~ MAX. d i 77 76 79 80 81 82 83 84 85 CONIC. Iy1 O CONIC. O N 19 W SIDEWALK CONC.CURB O CONC. CURB SIDEWALK w & GUTTER 4 ® & GUTTER a 20 ��..��,,77,, TYPICAL ST. 72' R/W 76 75 74 73 72 71 70 69 - en r NO. 66 I21 `-- --- --- ---- --- --- - -- -� NTS OVERLOOK PLACE , p PL.ANGER LN, POINTE CT, GRANITE CT, HIGH CLIFF LIQ OV6i LOOK LANE.. 22 40 i \� 67 23 64 38 39 41 83 65 gg EXIST. 25' R W 24 TR. NO. 16137 BY OTHERS 37 42 62 - R/W 1 4, R/W I 25 56 10' 12' 40' /TR.BNORY. 40' 12' F i 36 43 61 57 55 LANDS- iL (� 26 _, CAPING 6' 6' 36' 6' 6' W 35 I ( 60 I 14' FUTURE 8" 16 1 44 I / �� MED. CURB 1 = 1 r 54 5' O FUTURE 8" FUT.MEDIAN I LEVEL LINE FUTURE 0.77' I 27 j ` I 2:1 2% BIKE A.C./A. B. MED. CURB A.C./A. B. 2% Y ICR!i l 1 lYlt1!< N.T.S. g iI z1 novE 34 33 32 253 � MAX.. 2% 2%I MAX. CONSTRUCTION NOTES QUANTITIES 28 r I I 59 58 I �` �� l rJ j 1 z ••. -... ..'• - -,- t_t .• FUTURE - 52 m CONI. LONC6TCURRBQ 2 EXIST. STREET FUTURE CONI. CONSTRUCT 6 1/2" AC PAVEMENT (MIN.) OVER 12" COMPACTED 93.535 SF 29 �� f OOSIDEWALK GTER.G. LINE CONIC. CURB SIDEWALK NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32 ) > _ _ 5' 14' 14' 5' 2' ------- & GUTTER Q 51 SHOULDER 20 CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" COMPACTED 146,908 SF 30 31 45 46 47 48 49 50 NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32) s�SWh04 BEECH AVENUE IL NITS03 CONSTRUCT 8"CF CURB & GUTTER PER CITY STD. PLAN NO. 1003 3,568 LF SW BF=E�E rNO 2- -- - 40 CONSTRUCT 6"CF CURB & GUTTER PER CITY STD. PLAN NO. 1003 8,849 LF _.SIIERRA_._LAKES _ ._ PEXISTING 50' R/W O5 CONSTRUCT P.C.C. CROSS GUTTER PER CITY STD. PLAN NO. 105 2,511 SF W=PER PLAN MODIFIED TO 8' WIDE. 25' 25' © CONSTRUCT RAMPED CURB RETURN PER CITY STD. PLAN NO. 1006 15 EA �7�L�V�' MAP �J' . NO. 16137 FUTURE CONST. 11\iJi.A lyltif R/W 104' R/W O CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015 69,177 SF SCALE: 1" = 150'CL 104' BNDRY. ® CONSTRUCT CURB OPENING CATCH BASIN PER A.P.W.A. STD. 7 EA 10' 12' 40' 40' 1 12' PLAN NO. 300-1. (W=PER PLAN) SEE DETAIL ON SHT. 10. LANDS - 6' S. FUTURE s" 6' 36' 6' 09 CONSTRUCT P.C.C. BUS BAY PER CITY STD. PLAN NO. 1014 1,276 SF CAPING 6' BIKE FUTURE 8" 14 MED. CURB 10 INSTALL BARRICADE PER CITY STD. PLAN NO. 118 50 LF A.C. /A.B. MED. CURB UT.MEDIAN FUTURE 2:1 2% 0.77' A.C./A.B. LEVEL LINE 2 _ 2:1 11 ADJUST MANHOLE OR GATE VALVE BOX TO GRADE PER CITY STD. 109&130. 18 EA MAX' 2% 2% 2% MAX- 12 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 102 15,730 SF 7 CONC. ht_ ��.-.:.':r :.=::-_..,r.:..:,OW = PER PLAN. SIDEWALK z:� SLOPE CONIC. 13 INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD PLAN 18 EA EXIST - GRADE FUTURE SIDEWALK CONIC. CURBCONIC. CURB NO. 1016 (SCE #7) 5' 14' 14' 3' S' O & GUTTER & GUTTER 0ULDE 14 INSTALL STREET LIGHT 22,000 LUMEN PER CITY STD PLAN 7 EA SIERRA LAKES PARKWAY NO. 1016 (SCE #20) NTS 15 INSTALL STREET NAME SIGN PER CITY STD.139. 13 EA 16 CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN NO. 121 7 EA TYPICAL SECTIONS WIDTH PER PLAN. NOT TO SCALE 17 CONSTRUCT 6 1/2" INTERIM AC PAVEMENT (MIN.) OVER 12" COMPACTED 5,973 SF NATIVE MATERIAL (SEE GENERAL NOTES 31 &32 ) 18 CONSTRUCT CF TRANSITION (8" CF TO 6" CF) CURB & GUTTER 403 LF PRIVATE ENGINEER'S NOTICE TO CONTRACTORS CITY OF FONTANA UTILITY NOTIFICATION LIST PER CITY STD. PLAN NO. 1003. 19 CONSTRUCT 8" A.C. BERM PER CITY STD. PLAN 136 350 LF CITY OF FONTANA PACIFIC BELL CO. 00 INSTALL 1 -6" & 1 -4" SLEEVE 100 LF THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES ATTN: CARLOS NAVARRO ATTN- VIRGINIA BECKER SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; 8353 SIERRA AVENUE 3939 E.CORONADO STREET 21 CONSTRUCT 3" THICK INTERIM AC PAVING OVER COMPACTED NATIVE 325 SF TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT FONTANA CA 92335 ANAHEIM CA 92807 THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE (909) 350-6632 (714) 666-5467 PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- SO. CALIFORNIA GAS COMPANY COMCAST (CABLE TV) SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT ATTN: GREG GASPAR ATTN: JACK HAYES SHOWN ON THESE DRAWINGS. 16231 VALLEY BLVD. 1205 DUPONT AVENUE FONTANA, CA. 92335 ONTARIO, CA. 91761 THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS- (909) 428-8411 (909) 390-4738 IBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION EMERGENCIES: (800) 427-2200 OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT GENERAL TELEPHONE COMPANY A.C. ASPHALTIC CONCRETE P.C.C. PORTLAND CEMENT CONCRETE THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; SO. CALIFORNIA EDISON COMPANY ATTN: STEVE HOCK B.C. BEGIN CURVE (R) AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER 7951 REDWOOD AVE. 1400 E. PHILLIPS BLVD. B.V.C. BEG. VERTICAL CURVE RIDGE LINE AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, FONTANA, CA. 92335 ONTARIO. CA. 91766 B.W. BACK SIDEWALK R/W RIGHT OF WAY IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING(909) 820-5598 - UNDERGROUND (800) 422-4133 C. B. CATCH BASIN TAN. TANGENT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE (909) 875-5100 - TRANSMISSIONS C. L. CENTERLINE T.C. TOP OF CURB ENGINEER.(213) 637-1233 - PIPELINES FONTANA WATER COMPANY E.C.END CURVE W WIDTH (909) 357-6233 - DISTRIBUTION ATTN: MICHAEL J. McGRAW E. P. EDGE PAVEMENT V VERTICAL DEPTH CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT (800) 422-4133 8440 NUEVO AVENUE E.G. EDGE GRADE (590.77) INDICATES EXISTING ELEVATION ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK-:-----, FONTANA, CA 92335 E.V.C. END VERTICAL CURVE '�q Q ti I DR" CRAWFORD CANYON MUTUAL WATER CO. (909) 822-2201 F.L. FLOW LINE 590.77 INDICATES PROPOSED ELEVATION /URDrr ""''�I��`I pFESS ATTN: BILL VANDERKIEFT, JR. rG FAX: (909) 823-5046 F.S. FINISH SURFACE h INDICATES SLOPE > 4 1 1 9 (619) 868-6040 G B. GRADE BREAK : THESE wr Ar' ti.. vMG s ... En .H- v w . W SS' H.P. HIGH POINT 0 AC PAVEMENT .t,Z�`O PART, OF .s_ F 1_ �t .n M;' a N t V' _t' AND �� p tc 'F� Z UNDERGROUND SERVICE ALERT INV. INVERT QFURINIS i 1Y, Tag.1-cal.:E1 V. --T BE � RESPO• : -- h z (800) 227-2600 O.C. ON CENTER INTERIM AC PAVEMENT Et +a: _ ry. JE . vn.r- w No. 62183 y Hi - �..< ,. - RATE_ . J Tn: , rrn ® 3" INTERIM AC PAVEMENT A i&W1 TFEIEOP. //I� 1V1U P BENCH MARK: #B-17 CALTRANS BASIS OF BEARINGS: 1 �S BRASS CAMP IN CONCRETE S.C.E. THE THE SOUITH OF BEARINGS OF THE OR THHIISMA K EE EXP. DATE A. SKEE EXP. DATE A. T. TOWER LEG. 343' N/O HIGHLAND AVE.,I TOWER LEG. 343' N/O HIGHLAND AVE., RCE GL I83 9'30-05 0.20 MI. W/O SAN SAVAINE RD. , 2.65 OF SECTION 26, T. 1 R. 6 W. SAN BE9'37'3NO MERIDIAN SHOWN AS MI. W ALONG HIGHLAND AVE., FORM 36- A MAP FILED IN BOOK 88 SIERRA AVE. PAGES , I PAGES 36-a2, INCLUSIVE. OF SURVEY, ELEVATION: 1428.6090 RECORDS OF SAN BERNADINO COUNTY JO&T REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision or : CITY OF FDO�NTANA,, C�A7LIFORNIA �'�'QE "�&45- Zy COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ooPR� � PREPARED IN THE OFFICE INC.STREET PL�!`11\S Q- S Fy MADOLE AND ASSOCIATES, IN �` o`� OF THE INLAND EMPIRE Z DRAWN BY. SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, w No. 62183 U, m 10601 CHURCH STREET, STE. 107 SCL SCALE: DIAL RANCHO CUCAMONG.4, CA 91730 TRACT NO. 16137 AS SHOWN TW❑ WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Exp. s -3o -os * PHONE (909) 948-1311 DESIGNED BY: DATE: ' BEFORE DAYS BEFORE 1p Q MCA/SCLTITLE SHEET 07/02/01 YOU DIG YOU DIG 9 CIV1t,- �' BRING THEM INTO CONFORMANCE WITH CONDITIONS AND .41 CALIFO� CKED BY APPROVED BY: DRAWING NO.: TOLL FREE 1 -800-227-2600 Date : (2-%D/ 1 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT. R.CE. 183 EXP. 9.30.05 SCL jllq 2 tZ;>lZDA-TE 2956 CITY ENGINEER R.C.E. 51152 DATE ll