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Home My WebLink About3872-2GENERAL NOTES FOR STORM DRAIN IMPROVEMENT. PLANS 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 ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE ONE WEEK PRIOR TO- IMPLEMENTING O-IMPLEMENTING DETOURS. 5 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. 6 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. 7 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 8 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. 9 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. 10 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 11 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 ION TO AVOID DAM -\0"E THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 -PND WORKING DAYS BEFORE EXCAVATION. 12 THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMEC WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL -UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS' NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 13 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. 14 STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE NOTED. 1.5 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 SURVEYCONTROL, 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 CONSTRUCTION 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 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. 21 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 22 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. 23 CARE SHOULD BE TAKEN TO PREVENT GRADES; DITCHES,= AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPC:,•1 ION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 24 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 25 NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 26 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. 27 IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL - NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 28 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 29 ALL UNDERGROUND 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 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 32 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER.. 33 AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 34 MINIMUM D -LOAD FOR ALL STORM DRAIN RCP IS 1350. 35 THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONCRETE PIPES MUST BE INCREASED TO PROVIDE A MINIMUM OF 1-1/2" OVER THE REINFORCING WHEN THE DESIGN VELOCITIES EXCEED 20 FPS. THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE fc=5,000 PSI FOR. VELOCITIES EXCEEDING 20 FPS AND fc=6,000 PSI FOR VELOCITIES EXCEEDING 30 FPS. BENCHMARK SAN BERNARDINO COUNTY B.M. OF 627,. NAVD 88 ELEVATION: 1011.70 FEET .An TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT pviS(ON No.Atz 6Y= bd J41L..-d-tif Ltqgfrm 5 &kob_� WE vELI. L . Iw TSUKU MADOI.E p.Np ASSOGIAT�S, lhIG. °1302 PITTS 0PU R6N AVE ., 5m. 2.30 (ixhlGkbp GUGAMOfJ(aAf G4 11730 pNoN�� Cg0q)49l-(032:). A DRAW1 'NG RECORD THESE"RECORD DRAWINGS HAVE-BEENICOMPILED ----------------- D I PART, ON THE BASIS OF INFORMATION FURNISHED BY OTHERS. THE ENGINEER WILL NOTRESPONSIBLEFORANY:ERRi t_ DHE DOCUMEOMISSIONSNT _ NAVO 061 INCOF�PORATED INTO � MILT THEREOF. • , .. . . <n N K W D C, A CURB OPENING" - E ,� Q CATCH BASIN (S) F �3z0 I I I I B S CURB POINT A 450mm POINT B P0114T C SC N� GRp'O� S7RAfayr ORAD L9��Y C RIDGE E POINT E POINT F. A a ----DIRECTION OF FLOW PLAN WO � N K WD POINT A POINT B �IN FLOW LINE PROFILE CASE A N N' LOCAL DEPRESSIONS STANDARD PLAN W, �z AT CATCH BASINS METRIC 313-1 ,984 19 `✓ SHEET 1 OF 2 CURB OPENII E ,il a rt CATCH BASIN E�Qw W �s �3z0 T CURB POINT A POINT E w U N= CURB POINT D & GUTTER 2 w -B \`-POINT G Q -DIRECTION OF FLOW L N � z1� L� POINT D FLOW LINE DIRECTION OF FLOW --►- VLAIN oN L WD L- �r POINT A POINT B POINT C FLOW LINE PROFILE CASE B 25 m W) 150 mm (61 25 mm (11 M M 7 450 mm VAR. 50 mm VAR. (2 11 CURB ' o ' RIDGE VALLEY I I FACE+ H -- , 4 D E: 1 o• E�� • a.7 •D i I I •p a �-- a, A a ` SECTION A -A % 1-► ,C POINT G DIRECTION OF FLOW i-° -N - INT D LINE CURB l & I GUTTER] w a J if. �a Zl0 L) �. T 25 mm (11) I SECTION B -B SECTION C -C AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE LOCAL DEPRESSIONS STANDARD PLAN PUBLIC WORKS STANDARDS INC„ GREENBO COMMITTEE AT CATCH BASINS METRIC 313-1 ,984 19 1500 mm (60') TO 1800 mm (72') SHEET 1 OF 2 REV. 1898 SHEET 1 OF 4 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION NOTE: 1. ALL EXPOSED EDGES SHALL BE ROUNDED TO A 15 mm (HALF INCH) RADIUS. 2. THE CURB FACE AT -POINTS A AND D SHALL BE THE NORMAL CURB FACE. OF THE ADJACENT CURB. THE CURB FACE AT POINTS B AND C SHALL BE THE NORMAL_ CURB FACE OF THE ADJACENT CURB PLUS H (SEE APPLICABLE CATCH BASIN STANDARD PLAN). 3, IN EXISTING STREETS WHERE NO PAVEMENT REMODELING IS INDICATED, THE ELEVATION OF THE OUTER -EDGE- OF THE LOCAL DEPRESSION SHALL MEET THE FINISHED STREET SURFACE. 4. IN NEW STREETS, OR IN. EXISTING STREETS- WHERE PAVEMENT REMODELING IS INDICATED: THE ELEVATIONS OF POINTS F AND G SHALL BE SET H, HIGHER THAN THE GUTTER FLOW LINE ELEVATIONS. AT POINTS A AND D, RESPECTIVELY. THE ELEVATIONS OF POINTS P AND R SHALL BE SET H2 HIGHER THAN THE GUTTER FLOW .LINE ELEVATIONS AT POINTS B AND C, RESPECTIVELY. THE ELEVATION OF POINT S SHALL BE SET. H2 HIGHER THAN THE ELEVATION AT THE NEAREST GUTTER FLOW LINE. WHERE THERE IS NO GUTTER ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION OF POINT E SHALL BE SET H3 HIGHER THAN THE ELEVATION -AT THE NEAREST TOE OF CURB. 5. DIMENSIONS: H = NOTED ON THE PROJECT PLANS. H1 = NOTED ON THE PROJECT PLANS. H2 = NOTED ON THE PROJECT PLANS. H3 = NOTED ON THE PROJECT PLANS. G = 600 mm (2 Feet) K = 1.5 m (5 Feet) - L = 1.8 m (6 Feet) M = 1.2 m (4, Feet) N = 1.5 m (5 Feet) WD = CATCH BASIN W FOR ONE CATCH BASIN OR DISTANCE BETWEEN EXTREME END WALLS FOR MUTIPLE CATCH BASINS. THE THICKNESS OF THE LOCAL DEPRESSION SHALL BE 200 mm (8 INCHES). 6. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACTLY EQUAL. VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL; BE METRIC VALUES, EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAYBE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS ' ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH VALUES, 2s AMERICAN PUBLIC WORKS ASSOCIATION -.SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC LOCAL DEPRESSIONS REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NQ�T' • COMMENCE WITHIN 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 WITH CONDITIONS AND L '7401 313.: 1 AT CATCH -:BASINS 3 SHEET 4 OF 4 STANDARDS IN EFFECT. 2 � C 01� pR�►uJ Irl G � Y • , • PLANk tea° �rn � No. 024725 � * Exp.12-31-05 CIVIL �F C�\cam :�P-REPARED BY: O QROFESS�pN� Hp R. �c0 �< 15M 0 300 mm (s4 Q I 15M Q 300 mm (# 4 Q 12') 150 mm 6') MIN CUT -- N0. 2 LINE 4) CIRCULAR TIES, SEE NOTE 9 330-C-23 (560-C-3250) CONCRETE 25 mm (I') (TVP.) r9.3A,O/+LINE Ir 3-15M (0 N0. OF CIRCULAR TIES 525 mm (21") OR LESS 3 600 mm (240) TO 750 mm (300) 3 825 mm (330) TO 1425 mm (570) 1500 mm (60') TO 1800 mm (72') SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 1800 mm (72') 600 mm (24. 300 mm (12') 0NOT 2 _ 150 .mm CUT N( 6') MIN • 3.14 DETAIL "A" (SEE NOTE. 10) SONO -TUBE. OR EQUAL. INTERIOR FORM CUT NO. It SAW THE TUBE AT AN ANGLE. -OF A/2 WITH THE TRANS- VERSE PLANE. REVERSE ONE SECTION AND TAPE BOTH SECTIONS TOGETHER FORMING THE DEFLECTION ANGLE A. CUT NO. 2: SAW THE TUBE LONGITUDINALLY REMOVING A STRIP 3.14 (Dp-D ) WIDE ON THE SIDE OPPOSITE THE OPEN JOINT. BEND THE ENDS OF THE CUT TOGETHER AND INSERT THE TUBE IN THE PIPE. F� •e D. •o.O, e. C. INTERIOR SURFACE OF PIPE • DETAIL "B" TYPICAL JOINT FOR • REINFORCED CONCRETE PIPE AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER CONCRETE COLLAR FOR RCP PROMULGATED BY THE STANDARD PLAN' METRIC PUBLIC WORKS STANDARDS INC.. 300 mm 12�� THROUGH 1800 mm 721 1 380 - 2 • GREENBOOKCOMMITTEE 1992 REV. 1996 NOTES I. A CONCRETE COLLAR IS REQUIRED WHERE THE CHANGE IN GRADE EXCEEDS 10 PERCENT. 2. FOR CURVE JOINTS (SEE DETAIL B. SHEET I) IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE THAT IS GREATER THAN 25 mm (I"),. BUT IS LESS THAN 75. mm((3") A CONCRETE COVER IS REQUIRED IN ACCORDANCE WITH SUBSECTION • 306-1.2.4 OF THE SSPWC. IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE THAT IS EQUAL TO OR GREATER THAN 75 -mm t31, BUT LESS THAN 150 mm (61, A CONCRETE COLLAR IS REQUIRED. ' IF THE CLEAR SPACE IS 150 mm (6") OR GREATER; A TRANSITION STRUCTURE IS REQUIRED. • 3. CONCRETE COLLAR SHALL NOT BE USED FOR A SIZE CHANGE ON THE MAIN LINE. 4. CONNECTOR PIPES A. WHERE PIPES OF DIFFERENT DIAMETERS ARE JOINED WITH A CONCRETE COLLAR, L AND T SHALL BE THOSE OF THE LARGER PIPE. O=DI OR D2, WHICHEVER. IS GREATER. B. WHEN DI IS EQUAL TO OR LESS THAN Qz; JOIN INVERTS AND WHEN DI IS GREATER THAN D2, JOIN SOFFITS. 5. FOR PIPE LARGER THAN 1800 mm (72") SPECIAL .COLLAR DETAILS ARE REQUIRED. 6. FOR PIPE SIZE NOT LISTED -USE NEXT SIZE LARGER. 7. REINFORCEMENT SHALL CONFORM TO ASTM A 615 M (A 615) CLRS:,CE 300(40), S. WHERE REINFORCING IS REQUIRED THE DIAMETER OF THE CIRCULAR TIES SHALL BE D+(2X WALL THICKNESS) + T. 9. REINFORCING SHALL BE USED WHERE THE PIPE DIAMETER IS GREATER THAN 525 mm (211 N0. OF CIRCULAR TIES 525 mm (21") OR LESS 3 600 mm (240) TO 750 mm (300) 3 825 mm (330) TO 1425 mm (570) 1500 mm (60') TO 1800 mm (72') SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND ON ALL PIPES WHERE THE SPACES BETWEEN THE EXTREME OUTER ENDS IS 75 mm (3`) OR LARGER. CIRCULAR TIES 0 Q 0 d - O LO PIPE DLAMETER • o N N O cco col N0. OF CIRCULAR TIES 525 mm (21") OR LESS 3 600 mm (240) TO 750 mm (300) 3 825 mm (330) TO 1425 mm (570) 4 1500 mm (60') TO 1800 mm (72') 5 ENGLISH UNITS 'MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. —AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER 11 STANDARD PLAN METRIC 380 - 2 SHEET 2 OF 2 CONCRETE COLLAR FOR RCP - 300 mm 12" THROUGH 1800 mm 72" VAN DELL AND ASSOCIATES, INC. CIVIL ENGINEERS SURVEYORS LAND PLANNERS 17801 CARTWRIGHT ROAD DRAWN BY: AMN IRVINE CA 92614 (949) 474-1400 DESIGNED BY: EMR IMDER TI'E 3lIPEEi3V1310N OF: l CHECKED BY: DRG DONALD R. CORDON R.C.E. 24725 DATE : U N 0 0 d - N d' WHERE THE SPACE BETWEEN PIPE ENDS EXCEEDS 75 mm (31. THE NUMBER OF CIRCULAR TIES SHALL BE INCREASED TO MAINTAIN AN APPROXIMATE SPACING OF 150 mm (60) O.C. I.O. WHERE THE PIPE IS 525 mm (21") 4R LESS IN DIAMETER AN INTERIOR FORM OF UNSEALED SONO -TUBE OR EQUAL SHALL BE USED TO ' PROVIDE A SMOOTH INTERIOR JOINT. THE PAPER FORM MAY BE LEFT IN PLACE (SEE DETAIL A). WHEN THE PIPE IS 60.0 mm (241 • OR LARGER A REMOVABLE INTERIOR FORM SHALL BE USED OR THE INTERIOR JOINT SHALL BE COMPLETELY FILLED WITH MORTAR AND • NEATLY POINTED. II. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS • ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. EXCEPT REINFORCING BAR SIZES -IN Q n c� z CITY OF FONTANA, CALIFORNIA % N STREET IMPROVEMENT PLAN -r- CD TRACT 14244 SCALE: co As Noted cO GENERA OTES AND DETAILS DATE:cn 05-27-2005 PROVE ►� DATE - DRAWING NO.: 2 n 3872 ICARDO 'OVAL -CITY ENGINEER R.C.E. 51152 7 X D L T 300 mm (121 300 mm (12') 100 mm (40) 450 mm (18"), 300 mm {128} 1125 mm (50) 600 mm t241 300 mm (12•) 150 mm I61 750 mm (308) 480 mm (184 175 mm (71 900 mm. (362) 450 mm (18'} 225 .mm {91 1050 mm (420) 450 mm (180) 225 mm (91 1200 mm (48. 450 mm (18') 250 mm (100) 1425 mm (57') 450 mm (186) 250 mm (109) 1500 • mm (60' 525 mm (210) 275 'mm (II') 1650 mm (66' 525 mm (211) 275 mm (II')