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Home My WebLink About2749-1CITY OF FONTANA UTILITY NOTIFICATION LIST GENERAL NOTES: i ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA CITY OF FONTANA UTILITY NOTIFICATION LIST MIM --a STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS SAN GABRIEL'MOUNTAINS-- --...-- ••+�•""" FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK") CITY OF FONTANA PACIFIC (BELL CO., ATTN: CARLOS NAVARRO ATTN: VIRGINIA BECKER / � s!:.....-•-----•- ................ \ \ � ✓ � 2 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING 8353 SIERRA AVENUE 3939 E. CORONADO STREET DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE FONTANA, CA 92335 ANAHEIM,'' CA92807 / // \ REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC (909) 350-6632 ` (714) 666-5467 RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. PO /0�0/ SO CALIFORNIA GAS COMPANY COMCAST',(CABLE TV) / / f 3 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES. ATTN: ALAN KESELOFF ATTN: JACK HAYES �� /��/LU_ > .•' `` ry� / / / I CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE 16231 VALLEY BLVD. 1205 DUPONT AVENUE LQ /�'� / �? OPERATION AND WATER REQUIREMENTS. FONTANA, CA 92335 ONTARIO,CA 91761 / v /.^ (909) 335-7781 (909) 390-4777 X 3055 GPS J��/ a 4 STATIONING REFERS TO THE. CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED.' EMERGENCIES: (800) 427-2200 P ` SUMMIT AVENUE 5 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR SO. CALIFORNIA EDISON COMPANY GEN ERAL'TELEPHONE COMPANY �' _ .-••- TO PAVING OF STREETS. ATTN: JAIME AMESZCUA ATTN: STEVE HOCK `-- / (909) 357-658i 1400 E. PHILLIPS BLVD. ti / 6 THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE 7951 REDWOOD AVENUE ONTA•RIO,' CA 91766LIJ / / w !�7/ / INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR FONTANA, CA 92335 (800) 422-4133 z / - �0 \/ TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING (909) 820-5598 UNDERGROUND cc a •� �liy� / ` �. UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. (909) 820-5137 - TRANSMISSIONS Q� LIJ > / w "� 5 THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 (213) 637-1233 - PIPELINES ' z -f ,m / M� TWO WORKING DAYS BEFORE EXCAVATION. (909) 357-6589 - DISTRIBUTION l�, w / z r (800) 422-4133 �� >/ X J 7 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED a - S TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. CRAWFORD CANYON MUTUAL WATER CO. FONTANA WATER COMPANY / /HIGHLAND w AVENUE ATTN:' BILL VANDRKIEFT, JR. ATTN: AL KROHN / w z M I '`�,Z, 8 THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES (619) 868-6040 8440 NUEVO AVENUE / / > w INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, FONTANA,' CA 92335 / Y a LANDSCAPING, LANDSCAPE IRRIGATION DOMESTIC WATER, RECLAIMED WATER, SEWER, (909) 822 2201 X 323 4� 1 STORM DRAIN, FLOOD CONTROL AND CALTRANS.. ALL .UTILITY COMPANIES SHALL BE FAX: (909) 823-5046 / / o _ GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. / / CCw PROJECT SITE 6 00 UNDERGROUND SERVICE ALERT / LU LU m 9 AS -BUILT DRAWINGS SHALL BE PROVIDED BY .THE CONTRACTOR TO THE ENGINEER OF .(800) 2272600 / / _ T: RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. / BASE LINE ROAD 8 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. VICINITY MAP M.N•' �� Q 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--r- PLACED, INSPECTED AND APPROVED. M 14 THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH ( 00 SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO T -HE REQUIREMENTSG 3' MAX SIZE NATIVE II I+ SOL COMPACTED 952 ] W Z 15 THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK M/a I ~ Q FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION 6'M. 6 MN. 9 F- d I I I OF INDUSTRIAL SAFETY. www II 16 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOfl. 111=IIS;, I.�� _ �A.N%� I W 9 ? 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. 3• MAX SIZE NATIVE SOIL COMPACTED 95Z 18 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, 6• 6•MIN. DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. 1 MAX• 19 A GEOTECHNICAL ENGINEER SHALL CERTIFY.ALL BACKFILL COMPACTION. FAILURE Ilhlil- IMI= TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION ' iTi OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED = TABLE= 200-1.2 EA] SIEVE SIZE PERCENTAGE PASSING SIEVES TR 15839- 5 CONSTRUCTION 'NOTES: TR 15839 TOTAL /4' 100 20 0-100 3/5, zo-60 NO. 4 0-15 NO.9 -5 ASTM C 131 TEST GRADING B TR15839-2 29 TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET' INSIDE THE LOT WITH A PLUG 12" TR 15839- 5 CONSTRUCTION 'NOTES: TR 15839 TOTAL BELOW THE GROUND SURFACE. WHEN PUBLIC UTILITY EASEMENTS EXIST NEXT TO THE 673 20 ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 1,492. 1,726 2, 128. I I. LF 3 21 ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE 6' MAX. SIZE 1' MAX. SIZE NATIVE SOL SELECTED NATIVE 6' MAX. SIZE NATIVE SOIL COMPACTED 90z 1' MAX. SIZE SELECTED NATIVE BEDDING COMPACTED 39 O INSTALL B" V.C.P., EXTRA STRENGTH, SEWER THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL,- COMPACTED 907- BEDDING COMPACTED T09Oz THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE _ TO 90 7 , LF. PRECAST CONCRETE MANHOLE PER CITY OF FONTANA BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL LOCATION OF THE SEWER LATERAL. N.1 I I) NO. 112 (I.D. = 48") SHALL PROVIDE AND 31 STAKING DURING CONSTRUCTION. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES 3 O INSTALL 4" V.C.P. SEWER LATERAL.PER CITY OF FONTANA A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 FEET FROM THE SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; Cq • NO. 125. I I I I I R"IECORD DRAWIWp DOWN STREAM MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL FOR TERMINAL CLEANOUT. 22 CARE SHOULD BE TAKEN TO PREVENT GRADES DITCHES AND SWALES FROM UNDERMINING I NORTH `FRONTAGE ROAD THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE 4O STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE V.C.P. PLUG 32 ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS OTHERWISE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. W 35 APPROVED BY THE CITY ENGINEER. DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- O INSTALL 8".V.C.P. PLUG �- -" ONlA�`, . (2� SIFOR THE UTILITY .PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT •23 IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED6•VCP a vcP SHOOWNWN OONN THESE DRAWINGS. "i'I•aESlr RI~GO?D DRAV�IldtlS HAVE BEEN PREFAB eD, IN v IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED III- (11- . 36 ( f -XI -1T• M•4. PSR SEWuR IMPIVT[ ALL TRAFFIC CONTROL POLICIES, METHODS W A T C H LATEST EDITION UNLESS ENGINEER. CONDITIONS AND_ DIMENSIONS AND SHALL REPORT AGENCIES IMMEDIATELY. !q- ,, ' ` a No. 62183 1 111 ii PLANS . CITY OF FONTANA W 24 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT 1/2• CRUSHED STONE BEDDING CONTRACTOR SHALL -VERIFY ALL I PWG. NO. 2704 RESPONSIBLE FOO ANY ERRORS OR OMISSIONS I R TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. TYPICAL BEDDING FOR 8- VCP PER STD. SPECS. FOR PUBLIC WORKS CONSTRUCTION TABLE f1j • . ENGINEER. ALL DISCREPANCIES TO THE. ENGINEER PRIOR TO LESS THAN lO• DEEP 200 1.2 EA] SHOWN 25 REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY N.T.S. TYPICAL BEDDING FOR 8'. VCP RESULT THEREOF. MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED 10' OR DEEPER 37 CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE CONTRACTOR SHALL RESTORE ALL SIGNING, TRAFFIC CONTROL DEVICES TO THE SATISFACTION n.Ts. CIVi1 ,F BENCH MARK: #8-17 CALTRANS BASIS OF BEARINGS: CITY DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR --. THE,CITY TRAFFIC ENGINEER. „ SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT -TIES TO MONUMENTS THE BASIS OF BEARINGS FOR THIS MAP BRASS CAP IN CONCRETE S.C.E. IS THE SOUTH LINE OF THE NORTHEAST _jOF Q 38 CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. AT THE END OF THE DAY WITHOUT PRIOR APPROVAL TOWER LEG 343' N//0 HIGHLAND QUARTER OF SECTION 26, TOWNSHIP i AVE., b.20 MI. W 0 SAN NORTH RANGE 6 WEST SAN BERNPRDINO SEVAINE RD., 2.65 M�. W ALONG MERIDIAN SHOWN AS N 89037'36 W o 26 THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL OF THE CITY ENGINEER. r- :,It 'N -IG , ..1, ' TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CLOSURE; HIGHLAND AVE., FROM SIERRA AVE. A MAP AILED IN BOOK 88 PAGES 36 'SAN INDEX MAP AREA FOR RESIDENTS AND EMERGENCY VEHICLES. Underground Service Alert g . !,, ' I ELEVATION: 1428.6090 RECORDS 27 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT SCALE: O ' PRIOR APPROVAL OF THE INSPECTOR. s 1.4 1'& TRACT`NO 15539 / 28 SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND'SPIGOT TYPE VITRIFIED CAS' CLAY PIPE (V.C.P.) EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS . OF THE ASTM DESIGNATION C700 FOR V.C.P.. _ , TOLL �`I�EE , MADOLE AND ASSOCIATES INC. TR15839-2 29 TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET' INSIDE THE LOT WITH A PLUG 12" TR 15839- 5 CONSTRUCTION 'NOTES: TR 15839 TOTAL BELOW THE GROUND SURFACE. WHEN PUBLIC UTILITY EASEMENTS EXIST NEXT TO THE 673 2,,0)58 f 1,492. 1,726 2, 128. STREET RIGHT-OF-WAY, THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS + LF 3 8 5 ' 89 MEASURED FROM THE UTILITY EASEMENT. 39 O INSTALL B" V.C.P., EXTRA STRENGTH, SEWER 1204 30 THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE PRIVATE ENGINEER S NOTICE TO CONTRACTORS 2OCONSTRUCT LF. PRECAST CONCRETE MANHOLE PER CITY OF FONTANA LOCATION OF THE SEWER LATERAL. STD. DWG. NO. 112 (I.D. = 48") SHALL PROVIDE AND 31 IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES 3 O INSTALL 4" V.C.P. SEWER LATERAL.PER CITY OF FONTANA A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 FEET FROM THE SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; STD. DWG. NO. 125. AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, R"IECORD DRAWIWp DOWN STREAM MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL FOR TERMINAL CLEANOUT. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE 4O REMOVE 8" V.C.P. PLUG 32 ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS OTHERWISE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE • 35 APPROVED BY THE CITY ENGINEER. DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- O INSTALL 8".V.C.P. PLUG �- -" ONlA�`, . (2� SIFOR THE UTILITY .PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT 33 PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND SHOOWNWN OONN THESE DRAWINGS. "i'I•aESlr RI~GO?D DRAV�IldtlS HAVE BEEN PREFAB eD, IN VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS . 36 THE CONTRACTOR SHALL CONFORM TO AND PROCEDURES DESCRIBED IN THE TR15839-2 TR15839-3 TR15839-4 TR 15839- 5 TR 15839-6 TR 15839 TOTAL UNIT 673 2,,0)58 17432 1,492. 1,726 2, 128. 9,509 LF 3 8 5 '6 89 39 EA: 715 1,946- - 1204 1,921 1,426 2,075 9,287 . - LF. 3 EA. SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; E WATERING AT .INCLUDING ADEQUATE ALL TIMES. AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, R"IECORD DRAWIWp E SS�O,, TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS- • " SHOWN ON THE PLANS. IBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT 34'THE'CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; E WATERING AT .INCLUDING ADEQUATE ALL TIMES. AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, R"IECORD DRAWIWp E SS�O,, • 35 SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, E XCEPTING _ �- -" ONlA�`, . (2� WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT, FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE "i'I•aESlr RI~GO?D DRAV�IldtlS HAVE BEEN PREFAB eD, IN . 36 THE CONTRACTOR SHALL CONFORM TO AND PROCEDURES DESCRIBED IN THE ALL TRAFFIC CONTROL POLICIES, METHODS W A T C H LATEST EDITION UNLESS ENGINEER. CONDITIONS AND_ DIMENSIONS AND SHALL REPORT PAflT,0T6•'IrE36�SIaOF1liFORMATIC?h1COdliil.EO AND FURNISHED BY OTtIEAS. THE ENGINEER WILLL NWNW rj !q- ,, ' ` a No. 62183 W . . . . . .MANUAL„ , CONTRACTOR SHALL -VERIFY ALL RESPONSIBLE FOO ANY ERRORS OR OMISSIONS I R - f1j • OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. ALL DISCREPANCIES TO THE. ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.. I.1AVE13EEN11VCORPORATED INTO THE DOCLI,- A9 U0A RESULT THEREOF. `�' 37 UPON COMPLETION OF CONSTRUCTION, STRIPING, BARRICADES, AND OTHER CONTRACTOR SHALL RESTORE ALL SIGNING, TRAFFIC CONTROL DEVICES TO THE SATISFACTION CIVi1 ,F BENCH MARK: #8-17 CALTRANS BASIS OF BEARINGS: CITY OF FCAL,.IFORNZA� THE,CITY TRAFFIC ENGINEER. „ THE BASIS OF BEARINGS FOR THIS MAP BRASS CAP IN CONCRETE S.C.E. IS THE SOUTH LINE OF THE NORTHEAST _jOF Q 38 NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL TOWER LEG 343' N//0 HIGHLAND QUARTER OF SECTION 26, TOWNSHIP i AVE., b.20 MI. W 0 SAN NORTH RANGE 6 WEST SAN BERNPRDINO SEVAINE RD., 2.65 M�. W ALONG MERIDIAN SHOWN AS N 89037'36 W o - PUBLIC W0RKS"DEPARTMENT W OF THE CITY ENGINEER. r- :,It 'N -IG , ..1, ' 2�°e°3 !' HIGHLAND AVE., FROM SIERRA AVE. A MAP AILED IN BOOK 88 PAGES 36 'SAN Underground Service Alert g . PLANS PREPARED FOR: ' I ELEVATION: 1428.6090 RECORDS OF BERNAf1DIN0 COUNTYh. DRAWN BY: SCALE: O ' 1.4 1'& TRACT`NO 15539 / CAS' PREPARED IN THE OFFICE OF . _ , TOLL �`I�EE MADOLE AND ASSOCIATES INC. p(iOFESSrr q� Quo �,�►-TON Fy �, '� DESI HED: - AS SHOWN SEWER IMPROVEMENT PLANS u 0) M KAUFMAN &BROAD OF THE INLAND EMPIRE ti � RNI it�1A , . - - 1=8. Q. Q. ATTN: MR. MIKE PEARSON 10601 CHURCH STREET STE . 107 o�� y W 14814 m 9 CHECKED: _ TITLE SHEET _ 801 CORPORATE CENTER DR. R RANCHO CUCAMONGA, CA 91730 No . M[-ps - MAY 1999 �-- ;7-26�� " - .._ SUITE 201 PHONE (909) 948-1311 ,� Exp: 3-31-01 # POMONA, CA. 768-2641 91CI s, ` JOB NO. DWG.'NO. SHEET N0. 'P_ TWO WORKING DAYS BEFORE YOU DIG PHONE: (909) 802-1100 ENGR'S CITY - Z�4- 9lFOFCpI�Q�� 126-964 APPROVED '/ 74 1 OF 12 - REV IS I ONS APPROVAL DATE APPROVAL DATE J . MADOLE R . C . E . 14B 14 DATE % F'i Vdi!IA4 ry CITY ENGINEER R.C.E. 25126 - *P* SEWER -TITLE SHEET OVERALL TR.15839 - 3[O,147]PF: 15839 760 10 -May -99 06:14 AM,/ 126-964-1 DWG. DATE: 400