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Home My WebLink About2750-11 GENERAL NOTES: CITY OF FONTANA UTILITY_ NOTIFICATION LIST 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") CITY OF'FONTANA PACIFIC BELL CO. ATTN:. CARLOS NAVARRO ATTN: VIRGINIA BECKER 2 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING B353 SIERRA AVENUE •3939 E. CORONADO STREET DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL, 'BE FONTANA, CA 92335 ANAf�jIM, CA 92807 REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC (909)-350-6632 (71A) 666-5467 • RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. SO. CALIFORNIA GAS COMPANY COMCAST (CABLE TV) 3 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES. ATTN: ALAN KESELOFF ATTN: JACK HAYES CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE 16231 VALLEY BLVD. 1205 DUPONT AVENUE OPERATION AND WATER REQUIREMENTS. - -- _ ------ 4 FONTANA', CA 92335 ONTARIO, CA 91761- ' (909) 335-7781 -- (909) 390-4777 X 3055 4 STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED. EMERGENCIES: 800 427-2200 5 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR - - S0. CALIFORNIA EDISON COMPANY GENERAL TELEPHONE COMPANY y TO PAVING OF STREETS. ATTN: JAIME AMESZCUA ATTN: STEVE HOCK -(909) 357-6581- 1400 E. PHILLIPS BLVD. 6 THE LOCATIONS OF .UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE 7951 REDWOOD AVENUE ONTARIO' CA 91766 INFORMATION. HOWEVER, IT 3•HALL BE THE RESPONSIBILITY OF THE CONTRACTOR FONTANA, CA 92335 (800) 422-4133 TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND . ELEVATION OF ANY EXISTING (909) 820-5598 —UNDERGROUND UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO (909) 820-5137.- TRANSMISSIONS THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800- 227-2600. (213) 637-1233 - PIPELINES TWO WORKING DAYS BEFORE EXCAVATION. (909) 357-6589 - DISTRIBUTION r (800) 422-4133 7 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED " TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. CRAWFORD CANYON MUTUAL WATER'CO. FONTANA WATER COMPANY ATTN: BILL VANDRKIEFT, JR. ATTN: AL KROHN 8 THE CONTRACTOR,SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES (6 1'9) 868-6040 8440 NUEVO AVENUE INCLUDING BUT NOT LIMITED T0, GAS„ TELEPHONE, ELECTRIC, CABLE TELEVISION, FONTANA, CA 92335 LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, (909) 822-2201 X. 323 L, STORM DRAIN,' FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BEFAX: (909) 823-5046 GIVEN TWO WORKING DAYS .NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. " - UNDERGROUND SERVICE ALERT 9 AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE(CONTRACTOR TO THE ENGINEER OF_ (800) 227-L"600 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 AND 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 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. 30 MAX 51ZE NATIVE SOL COMPACTED q5% 18 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES,• DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. - r., MIN. lU MA 19 A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION III_II OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 20 ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 3' MAX SIZE NATIVE 21 ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE SOIL COMPACTED 99Z THE CONTRACTOR TO`CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL rol MW. 6 MMI. BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL i x. STAKING DURING CONSTRUCTION. 22 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING III_III i I I �I-III- STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TABLE- 200-1.2 CA3 SIEVE SIZE PERCENTAGE PA55JNG SIEVES ' 100 3�9 20 -GO NO. 4 — 5 O. — ASTM C 131 TEST GRADING B PLANS PREPARED FOR: KAUFMAN & BROAD ATTN: MR. MIKE PEARSON 801 CORPORATE CENTER DR. SUITE 201 POMONA, CA. 91768 -2641 - PHONE: _ (909) 802-1100 _ ( SUMMIT AVENUE Tt \ «m ---=,. Cc Lu w z. w cnCC _ -V H / 5 f Q E- H a w a cn _ / /HIGHLAND w AVENUE Lu 1 Q w > a t� • / j 1 Y - 1 . La -, C.) �p - JI o m / c w _j PROJECT SITE; I ww / w _ - / / BASE LINE ROAD O ' E5 1 1" 5 VICINITY MAP / • 1. c� Iz a' I� 00 I � I Z - II I , t I _ N — — I II k w I 6 , I I , I I I NORTH PWONTAGE ROAD 1 MAX. SIZE SELECTED NATIVE t BEDDING COMPACTED TO 907. I I ' I • I I SEWER PEA? Cir 0 F /V Y O TdNA, DWG, NO. 2704 K INDEX MAP 8' -VCP QUANTITY ESTIMATE CONSTRUCTION NOTES: TR. 15839 -1 TR. 15839-2 TR. 15839 -6 TR.15839-5 OFFSITE UNIT - O1 INSTALL 12" V.C.P., EXTRA STRENGTH, SEWER —0 0 -- — ----0 --629 _ L. F. 2 INSTALL 10" V.C.P.,EXTRA STRENGTH, SEWER------ 0 0 ---- —�— —0 -- --0 --1,338 —_L.F. 3 INSTALL, 8" V.C.P..EXTRA STRENGTH. SEWER_ 1,190 __466 75 —3 2 2 — — 110 — L. F. _ 4O CONSTRUCT CONCRETE ENCASEMENT PER DETAIL 'B" 04 O ON SHEET NO.2 -- —2 --- ----� — =I,C3 L.F 5 Q CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF FONTANA —5 — 2-0 — I --Ca EA. STD. DWG. N0. 112 (I.D. 48") .:-` �' 6 INSTALL 4" V.C.P. SEWER LATERAL PER CITY OF FONTANA --1,09 7 — — — 9 0 -- — —. 30 — J 2-0 STD. OWG. NO. 125. 0 L.F. O INSTALL 8" V.C.P. PLUG. f _ $ CONSTi2UCT IwcAST CONCRETE MANHOLES I0F_R CITY OF—' -0 � '.p 0 EA. O. FONTANA STD. DWO. NO. 112 (LD. -GO") - j • N RECORD � A 2 THESE RECORD DrAAWWS HAVE BEEN PREPARED. IN PART, ON THE BASIS OF INFG'3AT10N COI�Pt No. 621' tLED AND FURNISHED BY OTHERS. THE 80MtEER Wt'll NOT BE wt�A ... , RESPONSIBLE FOR AW ERRORS OR OtkM881ON8 WHICH •k Exp.'` It1 r HAVE BEEN CNCORP�ORKrED la1t0 THE OOICtIMENTB A8 L ARESULT THEREOF. -BENCH MAI R RK: #8-17 CALTRANS BASIS OF BEARINGS: � BRASS CAP IN CONE ETE S.C.E. THE BASIS OF BEARINGS FOR THIS MAP C. T Y 0F F O N T. A N /� CALIFORNIA TOWER LEG, 343' N/0 HIGHLAND IS THE SOUTH LINE OF THE NORTHEAST u AVE.,I 0.20 MI W 0 SAN QUARTER OF SECTION 26, TOWNSHIP i SEVAINE RD., 2.65 M1 W ALONG NORTH RANGE 6 WEST SAN BERNARDIN T r MEA MAP SHOWN AS N 89037'36 W 0 " PUBL 1� G WORKS D E P A R T M� T HIGHLAND AVC., FROM SIERRA .AVE . A MAP AILED IN BOOK 88 PAGES 36 ��--{{�� Z ` 1428.6090 THROUGH 42, INCLUSIVE OF SURVEY J _ ELEVATIbN: RECORDS OF SAN BERNAF�DINO COUNT/. DRAWN BY: SCALE: W. _ MSG TRACT NO. 15839-1 Q PREPARED IN THE OFFICE OF -- MADOLE AND ASSOCIATES, INC. oQaoFESSzoNq� DESIGNED: MODEL SITE „ � .y Q�, HILTON . F AS SHOWN OF THE INLAND EMPIRE �� y�� R.M SEWER IMPROVEMENT PLANS 10601 CHURCH STREET STE . 107 No . 14814 m CHECKED: DATE: m RANCHO CUCAMONGA, CA 91730 T I TLE . SHEET 00 PHONE (909) 948-1311 * Exp: 3 -31 -os * R`D l�.lY, j999 _N crvz �� JOB NO . DWG . NO . SHEET N0 . 2 750 ENGR' S CITY �s.J OF CALIF�P� 1Zlo E) &4 APPROVED T�l.i = $!' OF (,� REVISIONS APPROVAL DATE APPROVAL DATE MAbOLE R . C E 14814 DATE CITY ENGINEER R.C.E. 25126 *P* SEWER TITLE SHEET "MODELS" - 3[0, 147] PF: 15839 805 05 -May -99 08: 18 AM,/ -126-964-1 { DWG. DATE:/ TEMPORARY NON-ERODEABLE SWALES/ENTERING OR LEAVING IMPROVEMENTS. 23 IF. EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED G' MAX. SIZE Y IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED NATIVE SOIL 1- MAX. 5IZE 6• MAX. SIZE ,,SELECTED NATIVE NATIVE SOIL AGENCIES IMMEDIATELY. COMPACTED 907. BEDDING COMPACTED COMPACTED 90% TO 90x 24 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. _ 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 AS A RESULT OF THIS -CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR + SHALL NOTIFY THE ENGINEER ONEIWEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS e'vcP B vcP CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. III_ III_ i II _ It II 26 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 CLOSURE1/2' CRUSMCD STONE BEDDING TYPICAL BEDDING FOR S' VCP PER STD. AREA FOR RESIDENTS AND EMERGENCY VEHICLES. SPECS. FOR PUBLIC LESS THAN 10• DEEP WORKS CONSTRUCTION TABLE 200 1.2 LA3 SHOWN N.T.S. 27 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT BEDDINC PRIOR APPROVAL OF THE INSPECTOR. 10. OR D N.T.S. �28 SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT TYPE VITRIFIED V. CLAY PIPE.C.P ( ) EXTRA STRENGTH CLASS AND SHALL CONFORM TO .THE PROVISIONS ` OF THE ASTM DESIGNATION C700 FOR V.C.P.. 29 TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12" BELOW THE GROUND SURFACE. WHEN PUBLIC UTILITY EASEMENTS EXIST NEXT TO THE - STREET RIGHT-OF-WAY, THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS MEASURED FROM THE UTILITY EASEMENT. 30 THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. PRIVATE ENGINEER'S NOTICE TO CONTRACTORS 31 IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES 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' ' 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 32 ALL 4" HOUSE LATERALS SHALL ,BE INSTALLED ATA 2% MINIMUM GRADE UNLESS OTHERWISE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE ,.- APPROVED BY THE CITY ENGINEER. DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND.RESPON- SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT 33 PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND SHOWN ON THESE DRAWINGS. VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS 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; INCLUDING ADEQUATE WATERING, AT 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,- 35 SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT. FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF' THE OWNER OR THE ENGINEER. 36 THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE "W.A.T.C.H. MANUAL", LATEST EDITION UNLESS CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 37 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, ' STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION - OF THE CITY TRAFFIC ENGINEER. PLANS PREPARED FOR: KAUFMAN & BROAD ATTN: MR. MIKE PEARSON 801 CORPORATE CENTER DR. SUITE 201 POMONA, CA. 91768 -2641 - PHONE: _ (909) 802-1100 _ ( SUMMIT AVENUE Tt \ «m ---=,. Cc Lu w z. w cnCC _ -V H / 5 f Q E- H a w a cn _ / /HIGHLAND w AVENUE Lu 1 Q w > a t� • / j 1 Y - 1 . La -, C.) �p - JI o m / c w _j PROJECT SITE; I ww / w _ - / / BASE LINE ROAD O ' E5 1 1" 5 VICINITY MAP / • 1. c� Iz a' I� 00 I � I Z - II I , t I _ N — — I II k w I 6 , I I , I I I NORTH PWONTAGE ROAD 1 MAX. SIZE SELECTED NATIVE t BEDDING COMPACTED TO 907. I I ' I • I I SEWER PEA? Cir 0 F /V Y O TdNA, DWG, NO. 2704 K INDEX MAP 8' -VCP QUANTITY ESTIMATE CONSTRUCTION NOTES: TR. 15839 -1 TR. 15839-2 TR. 15839 -6 TR.15839-5 OFFSITE UNIT - O1 INSTALL 12" V.C.P., EXTRA STRENGTH, SEWER —0 0 -- — ----0 --629 _ L. F. 2 INSTALL 10" V.C.P.,EXTRA STRENGTH, SEWER------ 0 0 ---- —�— —0 -- --0 --1,338 —_L.F. 3 INSTALL, 8" V.C.P..EXTRA STRENGTH. SEWER_ 1,190 __466 75 —3 2 2 — — 110 — L. F. _ 4O CONSTRUCT CONCRETE ENCASEMENT PER DETAIL 'B" 04 O ON SHEET NO.2 -- —2 --- ----� — =I,C3 L.F 5 Q CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF FONTANA —5 — 2-0 — I --Ca EA. STD. DWG. N0. 112 (I.D. 48") .:-` �' 6 INSTALL 4" V.C.P. SEWER LATERAL PER CITY OF FONTANA --1,09 7 — — — 9 0 -- — —. 30 — J 2-0 STD. OWG. NO. 125. 0 L.F. O INSTALL 8" V.C.P. PLUG. f _ $ CONSTi2UCT IwcAST CONCRETE MANHOLES I0F_R CITY OF—' -0 � '.p 0 EA. O. FONTANA STD. DWO. NO. 112 (LD. -GO") - j • N RECORD � A 2 THESE RECORD DrAAWWS HAVE BEEN PREPARED. IN PART, ON THE BASIS OF INFG'3AT10N COI�Pt No. 621' tLED AND FURNISHED BY OTHERS. THE 80MtEER Wt'll NOT BE wt�A ... , RESPONSIBLE FOR AW ERRORS OR OtkM881ON8 WHICH •k Exp.'` It1 r HAVE BEEN CNCORP�ORKrED la1t0 THE OOICtIMENTB A8 L ARESULT THEREOF. -BENCH MAI R RK: #8-17 CALTRANS BASIS OF BEARINGS: � BRASS CAP IN CONE ETE S.C.E. THE BASIS OF BEARINGS FOR THIS MAP C. T Y 0F F O N T. A N /� CALIFORNIA TOWER LEG, 343' N/0 HIGHLAND IS THE SOUTH LINE OF THE NORTHEAST u AVE.,I 0.20 MI W 0 SAN QUARTER OF SECTION 26, TOWNSHIP i SEVAINE RD., 2.65 M1 W ALONG NORTH RANGE 6 WEST SAN BERNARDIN T r MEA MAP SHOWN AS N 89037'36 W 0 " PUBL 1� G WORKS D E P A R T M� T HIGHLAND AVC., FROM SIERRA .AVE . A MAP AILED IN BOOK 88 PAGES 36 ��--{{�� Z ` 1428.6090 THROUGH 42, INCLUSIVE OF SURVEY J _ ELEVATIbN: RECORDS OF SAN BERNAF�DINO COUNT/. DRAWN BY: SCALE: W. _ MSG TRACT NO. 15839-1 Q PREPARED IN THE OFFICE OF -- MADOLE AND ASSOCIATES, INC. oQaoFESSzoNq� DESIGNED: MODEL SITE „ � .y Q�, HILTON . F AS SHOWN OF THE INLAND EMPIRE �� y�� R.M SEWER IMPROVEMENT PLANS 10601 CHURCH STREET STE . 107 No . 14814 m CHECKED: DATE: m RANCHO CUCAMONGA, CA 91730 T I TLE . SHEET 00 PHONE (909) 948-1311 * Exp: 3 -31 -os * R`D l�.lY, j999 _N crvz �� JOB NO . DWG . NO . SHEET N0 . 2 750 ENGR' S CITY �s.J OF CALIF�P� 1Zlo E) &4 APPROVED T�l.i = $!' OF (,� REVISIONS APPROVAL DATE APPROVAL DATE MAbOLE R . C E 14814 DATE CITY ENGINEER R.C.E. 25126 *P* SEWER TITLE SHEET "MODELS" - 3[0, 147] PF: 15839 805 05 -May -99 08: 18 AM,/ -126-964-1 { DWG. DATE:/