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Home My WebLink About3080-5GENERAL STORM DRAIN NOTE cmih 15 OR GRADING PLAN_ ffSEE8 E 600 mm 1 ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE JL- E1"$(24") CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ( GREEN . •. t I I • BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS I I I I r�4 ' OTHERWISE NOTED. SECTION I '°` I R ri C9 INLET TYPE 2 - T--- ----I- - 2 WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE I I Moir a RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALLI I E 250 m IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 18 ARn 10") I S 3 ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. (5/8") I I 3') MIN I SECTION 6" m 4 ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE ONE WEEK PRIOR "� mew B 1 I B INLET TYPE 1 TO IMPLEMENTING DETOURS. DETAIL OF ANCHOR I 5 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT CURB FACE 1 _J.4 75 mm CURB FACE DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL _ _ 01 ANCHOR 1 n 3' BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC _ _ - - - - - - - - -L FL RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. --POINT M -- POINT N POINT P POINT Q 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. A 7 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER PLAN TRAFFIC CONTROL DEVICES AT ALL TIMES. 3000 mm (101 s 3000 mm (10') 8 THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 Tc GRADE UNE AS S SHOWN ON PROFILE TOP OF CURB FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. TOP OF CUR - 9 THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED FL BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF - POINT P POINT Q THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET POIN7,,o, POINT N PROFILE SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT.cALVANIzm STEEL �E SH ANGLE 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 EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO 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, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES S. mm i BAR SP mm "240(71 300 12 'ON SURF= 450 1 24000) GM 4 E E �I o'r �1 600 m m _ E i z INLET TYPE 2 INLET TYPE 1 MAAW AND COVER PER STD. PLAN HINGE COVER AT TOP of FRAME PIPE PER IMPROVEMENT (24) GENERAL STORM DRAIN NOTE cmih 15 OR GRADING PLAN_ ffSEE8 E 600 mm 1 ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE JL- E1"$(24") CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ( GREEN . •. t I I • BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS I I I I r�4 ' OTHERWISE NOTED. SECTION I '°` I R ri C9 INLET TYPE 2 - T--- ----I- - 2 WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE I I Moir a RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALLI I E 250 m IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 18 ARn 10") I S 3 ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. (5/8") I I 3') MIN I SECTION 6" m 4 ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE ONE WEEK PRIOR "� mew B 1 I B INLET TYPE 1 TO IMPLEMENTING DETOURS. DETAIL OF ANCHOR I 5 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT CURB FACE 1 _J.4 75 mm CURB FACE DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL _ _ 01 ANCHOR 1 n 3' BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC _ _ - - - - - - - - -L FL RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. --POINT M -- POINT N POINT P POINT Q 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. A 7 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER PLAN TRAFFIC CONTROL DEVICES AT ALL TIMES. 3000 mm (101 s 3000 mm (10') 8 THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 Tc GRADE UNE AS S SHOWN ON PROFILE TOP OF CURB FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. TOP OF CUR - 9 THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED FL BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF - POINT P POINT Q THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET POIN7,,o, POINT N PROFILE SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT.cALVANIzm STEEL �E SH ANGLE 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 EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO 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, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES S. mm i BAR SP mm "240(71 300 12 'ON SURF= 450 1 24000) GM 4 10 (71 750 On 900 (361 1240 240001 1 210 6' 1 41Y 1 5 t 54' 225(6-1 1500 160 5 1650 180 4- 1 120 3-1 W413ATIER FOR S - 750 mm (301 AND LESS, USE 2 1 ANCHORS. OIIERWSE, USE 3 ANCHORS 10 x 12 fSEE NOTE 8FOR S - 1200 mm (48") AND LESS, ' . l B - 75 TT �3") 00 m 150 mm USE 645114.5 (2-1/2'x2 x3/1r) Ra- 6 GALVANIZED STEEL ANGLE. OTHSE, 8= 100 mm (4'). USE 89x76x12.7 MATTTo O S E C T I O N A- A ERIM (3-1/2'xYxt/2') GALYMMZED STEEL ANGLE. BARS ARE S �- 150' #1DY (#3). IOM el 420 mm1 f/3 0 12") MAX OC m J BARS SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 7 SECTION B s U9 .2r, 13 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE g` 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. 15 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 AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PARKWAY DRAIN 'ON SURF= °ORKS�°E"THE RD PUBLIC WORKS STANDARDS INC. STANDARD PLAN PROAMx DATED BY THE INC. PARKWAY DRAINGREENROOK METRIC LINE 16 151 - 1 1,143 I SHEET 1 OF 2 REV. 10e SHEET 1 OF 2 USE WITH STANDARD SPECFICATXM FOR PUBLIC WORKS CONSTRUCTION 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 AMERICAN PUBLICWORKSASSOCIATION - SOUTHERN -CALIFORNIA CHAPTER STANDARD PUN METRIC 151-1 SHEET 2 OF 2 PARKWAY DRAIN 'ON SURF= °ORKS�°E"THE RD PUBLIC WORKS STANDARDS INC. PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. I GREENBOOK COMMITTEE 64T Ip LINE 16 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS DOWEL I SHEET 1 OF 2 WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. SCO I 17 REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT NOTES CURB LINE TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. I STEPS I OAEERA SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. 1. FLOOR OF BOX SHALL BE TROWLED SMOOTH. I THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO 2. ' 1F THE TOE OF SLOPE 'IS ALLOWED WITHIN THE R/W, INLET TYPE 1 MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. r_ BEGINS AT THE TOE RATHER THAN AT THE R/W LINE. ICMANHO EAFRAME E I I� 3. FOR OPEN DITCH (TYPE 2), THE 600 mm (24") EXTENSION BEYOND 18 THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A iv M �, THE R/W LINE IS NOT REQUIRED WHEN BACK OF WALK IS 600 mm (24") W & MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS (4.1MIN. OR MORE FROM THE R/W LINE; HOWEVER,`THE PIPE SHALL EXTEND B AND EMERGENCY VEHICLES. s TO THE R/W LINE IN ANY EVENT. 75 mm (39R c$� 4. TOP OF INLET STRUCTURE (TYPE 1 & 2) SHALL BE FLUSH WITH_ ADJACENT 19 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING - OPTIONAL SUBORADE SURFACE WHERE PRACTICAL. OR MONOLITHIC ADEQUATE WATERING, AT ALL TIMES. 5. A HEADED STEEL STUD 16 mm x 160 mm WITH A-25 mm HEAD B 2, CONNECTION (5/8" x 6-3/8% 1" HEAD) ATTACHED BY.A FULLPENETRATION BUTT 20 THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED STEPS C WELD MAY BE USED AS AN ALTERNATE ANCHOR. 90' ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT 6. NORMAL CURB FACE AT POINT M AND Q. CURB FACE IS B + 125 mm (5") PRIOR WRITTEN APPROVAL. AT POINT N AND P. 21 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 7. THE 75 mm (3") LEG OF THE 16 mm (5/8") DIA ANCHORS SHALL E POINFLOW BE PARALLEL TO THE TOP OF SIDEWALK. 22 A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED 8. SLOPE = 2.0x. NET DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS 9. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT OBTAINED. EXACTLY EQUAL VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. IF ENGLISH UNITS ARE USED, 23 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET ALL -VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH VALUES. HOWEVER, ASTM 615 REINFORCING STEEL MAY BE SUBSTITUTED FOR ASTM 615M STEEL. IMPROVEMENTS. UPON INSPECTION 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 AMERICAN PUBLICWORKSASSOCIATION - SOUTHERN -CALIFORNIA CHAPTER STANDARD PUN METRIC 151-1 SHEET 2 OF 2 PARKWAY DRAIN 34 MINIMUM D -LOAD FOR STORM DRAIN PIPE IS 1350. REV. REVISION DESCRIPTION RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSK)NS WHICH HAVE BEEN INCORPORATED Kit) THE DOCUMENTS AS A FF-% LT THEREOF 0 DIAL TWO WORKING 4 FINAL SUBMITTAL BEFORE DAYS BEFORE YOU DIG YOU DIG 3 3RD SUBMITTAL TOLL FREE 1-800-227-2600 2 2ND SUBMITTAL A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 1 1ST SUBMITTAL >r W F - z 0 0 J s '15M O 300 "#401121 FACE PLATE EACH WAY ASSEMBLY DOWEL (TYP.) PLAN '4•)R STREET.UTTEIOR LOCAL 0 T60 Es - 100 mm (4•)R 'ON SURF= °ORKS�°E"THE RD PUBLIC WORKS STANDARDS INC. --rACE I I GREENBOOK COMMITTEE 64T Ip LINE IFLOW PLATE I-0 DOWEL I SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SCO I �_ (3•)R LINERINB I2 CURB LINE EXTRA ISM(Kl I I STEPS I OAEERA GUTT R' �2 I I tMNHOLFME AND COVER EE r_ ICMANHO EAFRAME E I I� c AND COVER o0 100 mm iv M �, W & (4.1MIN. B W POINT G Y s Y300 mm (121MIAX. 75 mm (39R c$� p c ao WE --- K - OPTIONAL SUBORADE 40 zF OR MONOLITHIC L N i v CATCH BABIN B 2, CONNECTION SECTION A -A ►=z STEPS C 90' E DOWEL DETA IIL TA DNS AND EMENTS REINFORCEMENT REQUIRED IN RONT REAR BOTTOM END MALL WALL SLAB WALL 15M O 300 mm(#40129 F DOWEL (TYP.) PLAN '4•)R STREET.UTTEIOR LOCAL 0 T60 Es - SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT 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 STANDARDS IN EFFECT. 'ON SURF= °ORKS�°E"THE RD PUBLIC WORKS STANDARDS INC. L SLOPE. M� GREENBOOK COMMITTEE 64T Ip 300-21984 - v �. 75 mm REV. 1898 SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (NT B .. �_ (3•)R POINT C GUTT R' �2 f r_ 100 mm *j an (4.1MIN. B W POINT G Y s Y300 mm (121MIAX. 75 mm (39R c$� p c ao N --- K - OPTIONAL SUBORADE WD OR MONOLITHIC L N i v CATCH BABIN B CONNECTION SECTION A -A 200 mm(e•) IOM(0411 90' E DOWEL DETA IIL TA DNS AND EMENTS REINFORCEMENT REQUIRED IN RONT REAR BOTTOM END MALL WALL SLAB WALL 15M O 300 mm(#40129 AMERICAN PUBLIC WORKS ASSOCIATION . SOUTHERN CALIFORNIA CHAPTER sTAm)ARPLAN R SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT 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 STANDARDS IN EFFECT. STANDARD LAN °ORKS�°E"THE RD PUBLIC WORKS STANDARDS INC. \ CURB,OPENING CATCH BASIN M� GREENBOOK COMMITTEE 64T Ip 300-21984 01/28 CURB REV. 1898 SHEET 1 OF 2 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 8 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 H1 HIGHER THAN THE GUTTER FLOW LINE ELEVATIONS• AT POINTS A AND D. RESPECTIVELY. THE ELEVATIONS OF POINTS P AND R SHALL BE SET Hz 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 -GtNT- E SHALL BE SET Hx HIGHER THAN THE ELEVAT16N 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) W0 - 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. AMERICAN PUBLIC WORKS ASSOCIATION -'SOUTHERN CALIFORNIA CHAPTER sTAm)ARPLAN R SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT 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 STANDARDS IN EFFECT. LOCAL DEPRESSIONS AT CATCH BASINS 313-1 SHEET 4 OF 4 DATE ENGR. CITY I DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT 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 STANDARDS IN EFFECT. LOCAL DEPRESSIONS AT CATCH EASINS 313-1 SHEET 4 OF 4 '/-V/o3 64T Ip 2125 01/28 CURB 12/4 9/12 (NT B `=' N K WD L- CURB OPENING- _ - _ - - ') 5E �, c CAT BASIN (S) r'- I Moo II II I-' 6 FLOW LINE PROFILE CASE A LA N L WD L N W r o: _ .�"'. CURB OPENING - - - - - - Ec CRTC S) BASIN ( �wr 3Z� I I I I c CURBS POINT A--"""' CURB y POINT B POINT C POINT D & yI- C � GUTTER J POINT E POINT IF c -+ DIRECTION OF FLOW -�- PLAN INT G � -r--DIRECTION OF FLOW � N L WD L N z 10 1 - � L POINT D POINT A POINT BPOINT C FLOW LINE PROFILE flow LINE CAS 28 (1'7 150 mm (61 25 mm (P) 150 mm (61 25 mm (11 M M_ M,G,OR VAR. 14 50 mm I VAR. VAR. 50 mm VAR. �-- (2") CURB T + H 4 o r VALLEY RIDGE '�IALLEY- FACE I I i ce\~ • 0.:4 Vim~ s • p' SECTION A -A SECTION B -B SECTION C -C AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY . LOCAL DEPRESSIONS MIMIC 1984 AT CATCH BASINS 313-1 REV. low USE WITH STANDARD SPECIFICATIONB FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 4 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 H1 HIGHER THAN THE GUTTER FLOW LINE ELEVATIONS- AT POINTS A AND D, RESPECTIVELY. THE ELEVATIONS OF POINTS P AND R SHALL °zBE SET Ha HIGHER THAN THE GUTTER FLOW LINE ELEVATIONS AT POINTS 8 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 _01N E SHALL BE SET H9 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. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC LOCAL DEPRESSIONS AT CATCH EASINS 313-1 SHEET 4 OF 4 - i CURB CURB POINT A--"" 4.511 (NT B POINT D POINT C GUTT R' �2 f POJ NT E *j POINT F A B W POINT G Y s -�-D IRECTION OF FLOW PLAN -DIRECTION OF FLOW °D p c ao N K WD L N i v �Po�,NTC __tZINT F . POINT 8 E POINFLOW A NET FLOW LINE PROFILE CASE A LA N L WD L N W r o: _ .�"'. CURB OPENING - - - - - - Ec CRTC S) BASIN ( �wr 3Z� I I I I c CURBS POINT A--"""' CURB y POINT B POINT C POINT D & yI- C � GUTTER J POINT E POINT IF c -+ DIRECTION OF FLOW -�- PLAN INT G � -r--DIRECTION OF FLOW � N L WD L N z 10 1 - � L POINT D POINT A POINT BPOINT C FLOW LINE PROFILE flow LINE CAS 28 (1'7 150 mm (61 25 mm (P) 150 mm (61 25 mm (11 M M_ M,G,OR VAR. 14 50 mm I VAR. VAR. 50 mm VAR. �-- (2") CURB T + H 4 o r VALLEY RIDGE '�IALLEY- FACE I I i ce\~ • 0.:4 Vim~ s • p' SECTION A -A SECTION B -B SECTION C -C AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY . LOCAL DEPRESSIONS MIMIC 1984 AT CATCH BASINS 313-1 REV. low USE WITH STANDARD SPECIFICATIONB FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 4 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 H1 HIGHER THAN THE GUTTER FLOW LINE ELEVATIONS- AT POINTS A AND D, RESPECTIVELY. THE ELEVATIONS OF POINTS P AND R SHALL °zBE SET Ha HIGHER THAN THE GUTTER FLOW LINE ELEVATIONS AT POINTS 8 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 _01N E SHALL BE SET H9 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. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC LOCAL DEPRESSIONS AT CATCH EASINS 313-1 SHEET 4 OF 4 Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA PREPARED IN THE OFFICOF MADO E AND ASSOCIAT SE INC. STORM DRAIN IMPROVEMENT PLANS 10601 CHURCH STREET, STE. 107 DRAWN BY: MJG TRACT 11006 SCALE: RANCHO CUCAMONGA, CA 91730 DESIGNED BY: DATE: PHONE (909) 948-1311 G SD D AIL SHEET FEB, 2002 Date :2,- Zlv. +Z CHECKED BY APP VED B. DRAWING NO.: 5 E 62183 EXP. 9-30-05 RC1 MJG Z 7 CI Y ENGINEER R.C.E. 51152 DATE8� 6 J:\692-1430\streets\STREET05.dwg, 02/18/2002 11:32:04 AM, mig