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Home My WebLink About3544-1GFENERAL 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 A TECHNICAL 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. 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 MA?NTA.!N BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES 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 STO►13ED 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, THE 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 STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED. 14 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. 15 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 16 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 SQ THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 17 THE CONTRACTOR SHALL ti AINTAIN ACCESS FOR LOCAL RESIDENTS AND 13USINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 18 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 19 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. 20 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 21 A GEOTECHNICALENGINEER SHALL CERTIFY ALL CKFILL COMPACTION. BA FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UN71L THE SPECIFIED DENSITY IS OBTAINED. 22 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-ERODABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 23 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE 24 IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 FEET FROM THE DOWNSTREAM MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL FOR TERMINAL CLEANOUT. � O REV. j DIAL TWO WORKING BEFORE « DAYS BEFORE YOU DIGYOU DIG f= TOLL FREE '1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 25 SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR BAND SEAL TYPE VITRIFIED CLAY PIPE (V.C.P.) EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION C700 FOR V.C.P. 26 NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 27 SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT. 28 PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. 29 ALL 4' HOUSE LATERALS SHALL BE INSTALLED ATA 2A MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 30 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. 31 THE SEWER CONTRACTOR SHALL STAMP AN "S' IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 32 IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 33 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 34 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 35 APPROVED SOIL STERILANT 1S REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 36 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 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. 38 AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. CriY OF FONTMA, UTILU NOTIRCA19ON LIST CITY OF FONTAUNA S.B.C. INC. 8353 SIERRA AVENUE 3939 E CORONADO STREET FONTANA, CA 92335 ANAHEIM, CA 92807 (909) 350-6632 (714) 227-2600 SO. CALIF. GAS COMPANY UNDERGROUND SERVICE ALERT 1981 W. LUGONIA AVENUE (800) 422-4133 REDLANDS, CA 92374 0-15 (909) 335-7547 COMCAST ( CABLE TV EMERGENCIES: (800) 427-2200 1205 DUPONT AVE ONTARIO, CA 91761 SO. CALIF EDISON COMPANY (909) 390-4738 300 N. PEPPER AVENUE iU-) RIALTO, CA 92376 VERIZON 909 820-5598 - UNDERGROUND 1400 E. PHILIPS BLVD. 909 875-5100 - TRANSMISSION ONTARIO, CA 91766 213 637-1233 - PIPELINES (800) 422-4133 909 357-6505 - DISTRIBUTION 800 227-2600 FONTANA WATER COMPANY n- 8440 NUEVO AVENUE ADELPHIA FONTANA CA 92235 1500 S AUTO CENTER DRIVE (909) 822-2201 ONTARIO, CA 91761 FAX. (909) 823-5046 (714) 666-5500 � # PRIVATE ENGINEER'S NOTICE TO CONTRACTOR: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES ANDIOR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL Bi MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL. UNAUTHORM) CHANGES AND USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. ION DESCRIPTION DATE ENGR. CITY DATE EVISJE SITS NP QUANTITIF 34 q ± SHOULD CONSTRUCTION OF REQUIRED IMIPROVEMIFNTS NOT COMMENCE VOTHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM! INTO CONFORMANCE VWTH CONDITIONS AND STANDARDS IN EFFECT I 44 1 PROJECT LOCATION t tMtLINt AVtNUt 2 , LU 1W VICINITY I��'rIAP 23 NTS A 24 I A j\1, / 0c- --141-1-0 l CONSTRUCTION NOTES EM TE OF QUANTITIES �1 -- CONSTRUCT 8" EXTRA STRENGTH VCP SEWER MAI I`: -694 LF 10 yD CONSTRUCT 48" PRECAST MANHOLE PER CITY STD. DWIG. NO. 112 +2 EA q 25 �_____ _ ----- BACKWATER CHECK VALVE 16 EA. REMOVE EXISTING 8" PLUG & TERMINAL CLEAN OUT 1 EA. 26 5 INSTALL 8" PLUG 1 EA. I CONSTRUCT 4' EXTRA STRENGTH VCP SEWER LATERAL AND CLEANOUT PER CITY STD. DWG. NO. 125 +,AA& LF SZS � � � � --141-1-02 i� -, (SEE GENERAL NOTE NO. 30) -5& EA. —3 2T FILL ABANDONED PORTION OF SEWER LINE WITH CONCRETE SLURRY AND ABANDON PER SECTION 306-5 "ABANDONMENT OF CONDUITS AND STRUCTURES' OF 'GREEN BOOK" STANDARD SPECIFICATIONS 28'r�t �--r )��-16124 FOR PUBLIC WORKS CONSTRUCTION, 2000 EDITION 1,300 LF 1 1�g— REMOVE IXIST),'VG MANHOLE i EA. CONSTRUCT 8" DIP SEWER MAIN I, % 1 � �� I- -1 � 355 LF r PA t .5 PROPOSED 4" VCP SEWER LATERAL ----- LEGEND nDti I EXISTING FIRE HYDRANT _ 1 ____-- `-EXISTING STREET LIGHT T;. — - — CENTER LINE P AP)\1 2-28- --14' } 0 sf, t WATER MAIN -r�S—L SEWER LINE W/LATERALS _ I —(— SEWER MANHOLE SEWER CLEANOUT I R 1 RIGHT OF WAY GUTTER 8" WATER LINE S 8' VCP GUTTER L - - - - - PUE PUBLIC UTILITY EASEMENTTMCAL LAYOUT T -?Ac T 12 1 �� w� BOSD BOTTOM OF STORM DRAIN NTS !. 1 f TOS TOP OF SENDER AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LbABIL17Y AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED AND/OR NOT INDICATED ON THE PUBLIC RECORD EXAMINED, OR LOCATED AT VARIANCE WITH PUBLIC RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES AND/OR STRUCTURES SHOWN, AND ANY OTHER _UTILITIES AND/OR STRUCTURES FOUND AT THE CONSTRUCTION STYE IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES AND/OR STRUCTURES INVOLVED BEFORE STARTING WORK. BASIS OF BEARINGS: PERCENTAGE PASSING SIEVES AND CLEAN OUT SECTION 36, TIN, R6W, S.B.M. AS SHOWN ON TRACT 16085-1, M.B.282116-20, BEING: NOT04'38"E 1 2 .rJ J PREPARED FOR: o z 0-15 PER PLAN 0-5 B.M. #361, SPIKE IN NORTH FACE OF P.P. 10370 TRADEMARK STREET #1536697E AT SOUTHWEST CORNER OF RANCHO CUCAMONGA, CURB AND iU-) Z 112" CRUSHED L'7. (909) 291-7600 FAX (909) 291-7630 STONE BEDDING r� ELEVATION 1365.01 PER STD. SPECS n- FOR PUBLIC -WORKS _' 1= o , a o � ��CV PROPOSED - - _- TA13LE 00-1.2(A)AT _(BY OTHER � # s s " 8 VCP s S -PROPOSED d - SEWER MAIN w - �_,: CURB AND d - PER PLAN � w GUTTER 8" WATER LINE S 8' VCP GUTTER L - - - - - PUE PUBLIC UTILITY EASEMENTTMCAL LAYOUT T -?Ac T 12 1 �� w� BOSD BOTTOM OF STORM DRAIN NTS !. 1 f TOS TOP OF SENDER AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LbABIL17Y AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED AND/OR NOT INDICATED ON THE PUBLIC RECORD EXAMINED, OR LOCATED AT VARIANCE WITH PUBLIC RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES AND/OR STRUCTURES SHOWN, AND ANY OTHER _UTILITIES AND/OR STRUCTURES FOUND AT THE CONSTRUCTION STYE IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES AND/OR STRUCTURES INVOLVED BEFORE STARTING WORK. BASIS OF BEARINGS: PERCENTAGE PASSING SIEVES BEARING ARE BASED ON THE WEST LINE OF SOUTHEAST QUARTER OF SECTION 36, TIN, R6W, S.B.M. AS SHOWN ON TRACT 16085-1, M.B.282116-20, BEING: NOT04'38"E 1 2 90-100 BENCHMARK PREPARED FOR: N0.4 0-15 YOUNG HOMES 0-5 B.M. #361, SPIKE IN NORTH FACE OF P.P. 10370 TRADEMARK STREET #1536697E AT SOUTHWEST CORNER OF RANCHO CUCAMONGA, BASELINE AVENUE AND SULTANA AVENUE. CALIFORNIA, 91730 Z 112" CRUSHED L'7. (909) 291-7600 FAX (909) 291-7630 STONE BEDDING r� ELEVATION 1365.01 3" MAX SIZE NATIVE - SOIL, COMPACTED 95% 6" MIN. 10" MAX. — 6" MAX SIZE NATIVE I Ile, SOIL, COMPACTED 902 TABLE: 200-1.2(A) SIEVE SIZE PERCENTAGE PASSING SIEVES 1 112" - i" 314' 100 1 2 90-100 318" 20-60 N0.4 0-15 NO.8 0-5 ASTM C 131 TEST GRADIN B 6" MIN. 1 D" MAX. I` MAX. SIZE SELECTED NATIVE BEDDING COMPACTED TO 90% 8" VCP --1 d TYPICAL BEDDING FOR 8" VCP LESS THAN V DEEP NTS Prepared By: ALLARD ENGINEERING Civil Engineering - Land 'Surve}nng - Land Planning 8253 Sierra Avenue Fontana, California 92335 09) 356-1815 Fax (909) 356-1795 %-Z-O David S. Hammer, H.C.E. 43976 Dale (expires 6/30/2005) 51r I? OFESS Joh � Hq z DRAWN BY: No. 43976 m AE Exp. 6/30/05 x' DESIGNED BY: EW �9T C J V l L �� CHECKED BY AL F RJA 3" MAX SIZE NATIVE SOIL, COMPACTED 95% 6' MIN, 6' MIN. 10" MAX. 10" MAX. 6" MAX SIZE NATIVE SOIL, COMPACTED 907. CITY OF FONTANA, CALIFORNIA RANCHO FONTANA SPECIFIC PLAN TRACT NO, 16568 SCALE: AS NOTED SEVER 1PROMENT PLAN DATE JUNE, 2004 PP OVED / DRAWING NO.: CITY ENGINEER R.C.E. 51152 3M4 4 r1fulluf[M.M.Y uwgf IUV!O/rlltul UV WYII1-DUYGIC/ Iu:JV0aVVV NUM2 f I" MAX. SIZE SELECTED NATIVE BEDDING COMPACTED TO 90% Z 112" CRUSHED L'7. STONE BEDDING r� w 4 PER STD. SPECS n- FOR PUBLIC -WORKS _' 1= o , a o � ��CV CONSTRUCTION ^� _- TA13LE 00-1.2(A)AT � # ! ►�► � s- ► i�� ! � �� ! " 8 VCP d - CITY OF FONTANA, CALIFORNIA RANCHO FONTANA SPECIFIC PLAN TRACT NO, 16568 SCALE: AS NOTED SEVER 1PROMENT PLAN DATE JUNE, 2004 PP OVED / DRAWING NO.: CITY ENGINEER R.C.E. 51152 3M4 4 r1fulluf[M.M.Y uwgf IUV!O/rlltul UV WYII1-DUYGIC/ Iu:JV0aVVV NUM2