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Home My WebLink About2720-1NG CONSTRUCTION., 22 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, SWALES FROM UNDERMINING _-_¢r_ P1PE STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. I PREC,d5T CONCRETE END_BLOCk 23 IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED M - 3E_PLL� GED FLUSH W1 TI -1 END I � j PF L15 D/RE'GTED BY ENG/N,E�'R IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED OF PI/IR - - - AGENCIES IMMEDIATELY. 24 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES 2.. OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE'CITY ENGINEER. CLR. 25 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 . • �'— 7—'*";"' 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 PL.A 1V__ CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 26 THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT CTYP.) 1 ALL TIMES, A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CLOSURE AREA FOR RESIDENTS AND EMERGENCY VEHICLES. ADD #6,64RSX"o (2 EA ) 1_741 - 27 PRIOR APPROVAL OF THE INSPECTOR. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT 28 PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS 4"0 64CVAA11Z.ED � TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS ki Q SHOWN ON THE PLANS. + v 29 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, o INCLUDING ADEQUATE WATERING, AT ALL TIMES. h 30 THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL, POLICIES, METHODS p AND PROCEDURES DESCRIBED IN THE "W.A.T.C.H. MANUAL", LATEST EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER.4 31 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES'TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. ELEVATION 33 NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. PIPE CZ-05URE TYPE „Q ,• PRIVATE ENGINEER'S NOTICE TO CONTRACTORS 10REC4 S T .CONCRETE SND BLOCK) THE EXISTENCE 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 PRECAUTIONARY MEASURES TO PROTECT THE'UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS- IBILITY 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. c-) HFFT Nn INDEX MAP 0'4 e/2" 24" 24" 520- c- 28oa 12" /Z" CONCRETE b h ' p . p• Q. IF Q a N6W OJZ I _ /VIEW OR 5.y1:57- ^06 I EXIST. P/PE F W I fG W • �e 5 - #4 CJRGuG�F,f? TIES A. COAJC.l76T4r CDGLAK FOR IAC p CONSTRUCT/ON NOTES O1 GON5TRUGT PIPE CULVERT HEADWALL, END WALL, AND WARPED WINGWALL5, PER GALTRAN5 5TD. PLAN D-863. DETAIL ON 5HT. 4. A O2 INSTALL 72" R.G.P.. D -LOAD PER PLAN. 3O GON5TRUCT MANHOLE PER A.P.W.A. 5TD. PLAN 320-0. DETAIL ON 5HT. 4. 4O CON5TRUCT INLET 5TRUCTURE PER PER DETAIL ON 511T. 4. O INSTALL GROUTED RIP=RAP, A5 NOTED. 6O GON5TRUGT GONGRETE ENGA5EMENT. 8'-0" X 22'. FOR 8' SEWER + 8" WATER LINE GRO55ING PROTECTION, DETAIL ON 511T. 4. O7 GON5TRUGT 5LOPED PROTECTION BARRIER PER A.P.-W.A. 8"TD_ PLAN 360-0, DETAIL ON 5HT. 4: ` At CON,5TRUCGT PIPE CL0_-X1RE -TYPE "A PER DETAIL HEREON O9 REMOVE EX 1ST. PIPE. CLosU R 1 /9\ /D COM 5TR UCT ConIC, '6 TE 661-4-A2 PE2 P67A I L 14C966�J. rsoY VICINITY MAP NOT TO SCALE An✓ T! T E� 101445E l i FUTURE TOTAL 1. G:P !J G.ft- D 1 EA. — — 1.508 L.F. ] (g j L.F. 37 L.F. 2 EA. E _ 1 1 EA. — 1 )=A A/R 24 L.F. Z4 L. F — 1 EA. 1 EA. _7 EA. - I EA — 1 EA. EA. E - M-! THESE RECOPD DPAI, '1" GS HAVE PART, 0,14 THE BASIS OF I 70n7"=!) CC�hF ii.Eli AND FURNISHED 6Y OTHEk . Th'E E"rn �i Eli V"t.� L t 3T RESPONSIBLE FO•"1 ANY I_P7110193 OR OVA. 7511 S %t"HICH HAVE BEEN INCORPORATED INTO THE DOCUVENTS AS A RESULT THEREOF BENCH MARK: # 615 BASIS OF BEARINGS: THE BEARING OF N89030'06" ALONG CITY GENERAL NOTES: CITY OF FONTANA UTILITY NOTIFICATION LIST RAILROAD SPIKE AT INTERSECTION THE NORTH LINE OF SECTION 30,17 1 ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA CITY OF FONTANA UTILITY NOTIFICATION LIST STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS CITY OF FONTANA PACIFIC BELL'CO., AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. ATTN: CARLOS NAVARRO ATTN: VIRGINIA BECKER 8353 SIERRA AVENUE 3939 E. CORONADO STREET 2 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING FONTANA, CA 92335 ANAHEIM, CA '92807 DIVISION PRIOR TO THE START OF ANY WORK. (909) 350-6632 (714) 666-5467 INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY SO. CALIFORNIA GAS COMPANY COMCAST (CABLE TV) WITHIN THE CITY LIMITS. CALL (909) 350-7610. ATTN: ALAN KESELOFF ATTN: JACK HAYES 16231 VALLEY BLVD. 1205 DUPONT AVENUEFONTANA, 3 HE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES. CA 92335 ONTARIO, CA 91761 CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE (909) 335-7781' (909) 390-4777 X 3055 WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. EMERGENCIES: (800) 427-2200 4 STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE NOTED. SO. CALIFORNIA EDISON COMPANY GENERAL TELEPHONE COMPANY ATTN: JAIME AMESZCUA ATTN: STEVE HOCK 5 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO (909) 357-6581- 1400 E. PHILLIPS BLVD. PAVING OF STREETS. 7951 REDWOOD AVENUE ONTARIO, CA '91766 FONTANA, CA 92335 (800) 422-4133 6 THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION. (909) 820-5598 - UNDERGROUND HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE (909) 820-5137 - TRANSMISSIONS FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE (213) 637-1233 - PIPELINES PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT (909) 357-6589'- DISTRIBUTION UNDERGROUND SERVICE ALERT AT 1-800-422-4133 TWO WORKING DAYS BEFORE EXCAVATION. (800) 422-4133' 7 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED CRAWFORD CANYON MUTUAL WATER CO. FONTANA WATER COMPANY GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. ATTN: BILL VANDRKIEFT, JR. ATTN: AL KROHN (619) 868-6040' 8440 NUEVO AVENUE 8 THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES FONTANA, CA '92335 INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, (909) 822-2201 X 323 LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, FAX: (909) 823-5046 SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. UNDERGROUND SERVICE ALERT (800) 226-2700 9 AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 10 WHEN CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 11 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 12 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 13 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 14 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. 15 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. 16 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 17 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. 18 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. 19 A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN _ THE REQUIRED DENSITY SHALL BE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 20 ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 21 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 DU RI NG CONSTRUCTION., 22 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, SWALES FROM UNDERMINING _-_¢r_ P1PE STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. I PREC,d5T CONCRETE END_BLOCk 23 IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED M - 3E_PLL� GED FLUSH W1 TI -1 END I � j PF L15 D/RE'GTED BY ENG/N,E�'R IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED OF PI/IR - - - AGENCIES IMMEDIATELY. 24 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES 2.. OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE'CITY ENGINEER. CLR. 25 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 . • �'— 7—'*";"' 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 PL.A 1V__ CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 26 THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT CTYP.) 1 ALL TIMES, A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CLOSURE AREA FOR RESIDENTS AND EMERGENCY VEHICLES. ADD #6,64RSX"o (2 EA ) 1_741 - 27 PRIOR APPROVAL OF THE INSPECTOR. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT 28 PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS 4"0 64CVAA11Z.ED � TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS ki Q SHOWN ON THE PLANS. + v 29 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, o INCLUDING ADEQUATE WATERING, AT ALL TIMES. h 30 THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL, POLICIES, METHODS p AND PROCEDURES DESCRIBED IN THE "W.A.T.C.H. MANUAL", LATEST EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER.4 31 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES'TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. ELEVATION 33 NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. PIPE CZ-05URE TYPE „Q ,• PRIVATE ENGINEER'S NOTICE TO CONTRACTORS 10REC4 S T .CONCRETE SND BLOCK) THE EXISTENCE 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 PRECAUTIONARY MEASURES TO PROTECT THE'UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS- IBILITY 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. c-) HFFT Nn INDEX MAP 0'4 e/2" 24" 24" 520- c- 28oa 12" /Z" CONCRETE b h ' p . p• Q. IF Q a N6W OJZ I _ /VIEW OR 5.y1:57- ^06 I EXIST. P/PE F W I fG W • �e 5 - #4 CJRGuG�F,f? TIES A. COAJC.l76T4r CDGLAK FOR IAC p CONSTRUCT/ON NOTES O1 GON5TRUGT PIPE CULVERT HEADWALL, END WALL, AND WARPED WINGWALL5, PER GALTRAN5 5TD. PLAN D-863. DETAIL ON 5HT. 4. A O2 INSTALL 72" R.G.P.. D -LOAD PER PLAN. 3O GON5TRUCT MANHOLE PER A.P.W.A. 5TD. PLAN 320-0. DETAIL ON 5HT. 4. 4O CON5TRUCT INLET 5TRUCTURE PER PER DETAIL ON 511T. 4. O INSTALL GROUTED RIP=RAP, A5 NOTED. 6O GON5TRUGT GONGRETE ENGA5EMENT. 8'-0" X 22'. FOR 8' SEWER + 8" WATER LINE GRO55ING PROTECTION, DETAIL ON 511T. 4. O7 GON5TRUGT 5LOPED PROTECTION BARRIER PER A.P.-W.A. 8"TD_ PLAN 360-0, DETAIL ON 5HT. 4: ` At CON,5TRUCGT PIPE CL0_-X1RE -TYPE "A PER DETAIL HEREON O9 REMOVE EX 1ST. PIPE. CLosU R 1 /9\ /D COM 5TR UCT ConIC, '6 TE 661-4-A2 PE2 P67A I L 14C966�J. rsoY VICINITY MAP NOT TO SCALE An✓ T! T E� 101445E l i FUTURE TOTAL 1. G:P !J G.ft- D 1 EA. — — 1.508 L.F. ] (g j L.F. 37 L.F. 2 EA. E _ 1 1 EA. — 1 )=A A/R 24 L.F. Z4 L. F — 1 EA. 1 EA. _7 EA. - I EA — 1 EA. EA. E - M-! THESE RECOPD DPAI, '1" GS HAVE PART, 0,14 THE BASIS OF I 70n7"=!) CC�hF ii.Eli AND FURNISHED 6Y OTHEk . Th'E E"rn �i Eli V"t.� L t 3T RESPONSIBLE FO•"1 ANY I_P7110193 OR OVA. 7511 S %t"HICH HAVE BEEN INCORPORATED INTO THE DOCUVENTS AS A RESULT THEREOF BENCH MARK: # 615 BASIS OF BEARINGS: THE BEARING OF N89030'06" ALONG CITY O F FONTANA CALIFORNIA RAILROAD SPIKE AT INTERSECTION THE NORTH LINE OF SECTION 30,17 OF CITRUS AVE. AND LOS CEDROS TOWNSHIP 1 NORTH RANGE 5 WE T C AVE., IN POWER POLE NO. 9011E ONNRECORDROFNSURVEYDFIL�DAINSBOOK PLANS PREPARED FOR ON THE EAST SIDE OF CITRUS AVE. US�DAGE 5 OFBRECORDS ASIS OF BEARINVEY WAS - GS ELEVATION: 1467.59 FOR THIS MAP DRAWN BY: SCALE: `; s ' �• MFS SIERRA LAKES �PREPARED IN THE OFFICE OF KAUFMAN & BROAD - X MADOLE AND ASSOCIATES, INC pPOFESSIpNq o DESIGNED: SUMMIT AVENUE AS SHOWN _'o/�f T,E I Art', r''ER� lIt15� 1l 111 / W) ATTN: kIR. MIKE PEARSON �3p/ " OF THE INLAND EMPIRE ��``Q��ILT oN' oFyG� S-rokM n�AIN PLA, 801 CORPORATE CENTER DRIVE g 12EC61W PRAIn IMG %? :t S�ll ao �- 10601 CHURCH STREET STE . 107 l� 1/ IV SUITE 201 AVOEP 4M.0Z67_ECOLCAI2C STA. !0;33.41 9Jiili D7/Zl $ l7• RANCHO CUGAMONGA, CA 91730 - � No . 14814 m CHECKED: ADTE: TITLE SHEET A POMONA, CA. 91768-264.1 REVl5ED ' CDNST /JDTE, 2� ADD /-1oTEs "� � 17 o�ct � ,21Ggy PHONE (909) 948-1311 * Exp: 3-31-01 * "� "'�� N PHONE: (909) 802-1100 __vlrb-,f s JOB NO. DWG. NO. SHEET NO. ,o) FAX: (909) 802-1111 C_F.O• f7lrtlR,EG D 4uANr� E �'�� M "'�• '- Z f•�79 T9TF OF 'Pit �APPROVED � I-FIy9 z REVISIONS APPROVA1 ENGR'S CITY qsZ826-1163 272u 1 OF4 L APPROVAL PROVAL DATE JAI MADOLE R . C . E . 14814 DATE WILLClol / AA,, CITY ENGINEER R.C.E. 25126 *P* SUMMIT AVE. STORM DRAIN TITLE SHT. - 21(0,231]PF: 1154 915 16 -Apr -99 10:42 AM / 826-1154-1 DING. DATE: -/�-�