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HomeMy WebLinkAbout4859-2STREET GENERA L NOTES I. ALL WORK SHALL BE /N ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROMS/ONS AND THE STANDARD SPECIFICA77ON FOR PUBLIC WORKS CONSTRUCTION ('"GREEN BOOK) ALL REFERENCE SPECIRCA77ONS AND STANDARDS SHALL BE THE LATEST ED177ON UNLESS OTHERWISE NOTED. 2. WHEN A TECHNICAL CONFLICT /S FOUND TO EXIST /N THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROKS/ONS /N THE "GREEN BOOK'; THE CONTRACTOR SHALL IMMEDIATELY REPORT SA/D CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. J. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE C/TY ENG/NEER. 4. CONSTRUCT/ON PERMITS SHALL BE OBTAINED FROM THE C/TY OF FONTANA DEPARTMENT OF ENGINEERING PR/OR THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PR/OR TO THE START OF ANY WORK /N PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIM/TS. CALL (909) 350-7610. 5. THE CONTRACTOR SHALL CONFORM TO ALL TR4Ff7C CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED /N THE STA7F OF CALIFORNIA MANUAL OF 7R4FFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEV/CES AT ALL TIMES. 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXC4VA77ON OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER /N DEPTH FROM THE CALIFORNIA STA7F DIVISION OF /NDU57R/AL SAFET 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREA7FR 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. 7RENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE P07FNIIAL EXISTS FOR GROUND MOVEMENT. 9. NO MATFR/AL OR EQUIPMENT SHALL BE STORED /N THE PUBLIC RIGHT OF WAY WITHOUT OBTAIN/NG A SEPAR47F PERMIT FOR THAT PURPOSE. 10. THE LOCA77ONS OF U77L/T/ES SHOWN HAVE BEEN DE7FRM/NED FROM AVAILABLE /NFORMAT/ON, HOWEVER, IT SHALL BE THE RESPONS/B/L/TY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCA77ON AND ELEVA77ON OF ANY EXIS77NG UTILITIES, ANO TO EXERCISE PROPER PRECAU77ON TO AVOID DAMAGE THERETO. THE CONTR4CTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORK/NG DAYS BEFORE EXCAVA770N. 11. THE CONTRACTOR SHALL COORDINATE CONS7RUCT/ON WITH FONTANA UNIFIED SCHOOL D/577?/CT AND ALL U77LITY COMPANIES INCLUDING, BUT NOT LIU17FD TO, GAS, 71LEPHONE, ELE07R/C, CABLE 7FLEKS/ON, LANDSCAPING, LANDSCAPE /RRIG4770N, DOUES77C WA7FR, SEWER, STORM DRAIN. ALL LIT/U7Y COMPANIES SHALL BE GIVEN 700 WORK/NG DAYS N077CE PR/OR TO WORK AROUND THEIR FAC/L/T/ES. 12. THE CONTRACTOR SHALL NOT OPERATE ANY FRE HYDRANT OR W47SR MA/N VALVES WITHOUT APPROPRIATE AGENCY AU7HORIZ477ON. CONTRACTOR SHALL COORDIA647F WITH THE APPROPRI47F WA7FR COMPANY FOR VALVE OPERA TION AND HA7FR REQUIREMENT: 13. CURVE DATA REFERS TO THE FACE OF CURB. 14. STATION/NG REFERS TO 7HE CENTERLINE OF STREETS EXCEPT WHERE 0THERWISE NO7FD. 15. ADEQUATE CONS7RUCT/ON C0N7R0L STAKES SHALL BE SET BY THE ENG/NEER TO ENABLE THE CON7R4CTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRL-SL-RVA17ON OF BENCHMARKS AND CONSIRUC17ON CONTROL STAKING DURING CONSTRUCTION. 16. 7HE CONTRACTOR SHALL NOT DISTURB EXIS77NG SURVEY MONUMENTS, MONUMENT 77ES OR BENCH MARKS WITHOUT PR/OR NORRCARON TO THE CITY ENG/NEER. 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMEN7S, MONUMENTS; MONUMENT 77ES 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 CON57RUCRON SHALL BE REPLACED. THE CONTRACTOR SHALL N077FY THE ENG/NEER ONE WEEK PR/OR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RES/DENTS AND BUSINESSES AT ALL RUES. A M/N/MUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL 77ME IN THE CON57RUCRON AREA FOR RES/DENTS AND EMERGENCY VEHICLES. 19. THE CONTRACTOR SHALL PROVIDE AND MA/NTA/N AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WA TERING, AT ALL TIME. 20. ALL GRAD/NG OPER477ONS SHALL BE DISCON77NUED WHEN SUSTAINED WIND VELOC177ES EXCEED 25 MILES CONSTRUCTIONNOTES U CONSTRUCT 6-1/2" MIN. A.C. PAVEMENT OVER 12" MIN. OF 95X COMPAC70 NATIVE ® CONSTRUCT 8" AC DIKE PER CITY OF FONTANA STD. DETAIL N0. 1007 Q5 CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. NO. 1000 © CONSTRUCT 4" PCC SIDEWALK PER CITY OF FONTANA STD. NO. 1006 (W=6) © INSTALL 3" IH/CK MULCH /N PARKWAY PROPOSED N'LY R/W 74' EX/STING S'LY R/W 0.5' Nl SANTA ANA A VENUE N7S STA. 698498.42 - STA. 707483.13 T1=9.0 BASIS OF BEARING CENTERLINE OF SLOVER AVENUE BETWEEN SAN BERNARD/NO CO. SURV. GPS COWRl MONUMENT NO'S. 21158 & 21219, BEING THE /N7FRSEC770N OF CITRUS AVENUE & CYPRESS AVENUE RESPECTFULLY, BEING: N89'30'14 "E. BENCHMARK NO. 291 PERPETUATED: TRANSFERRED ELEVATION FROM CITY OF FONTANA BY 291, A RR SPIKE /N PP NO. 586962H, LOC47FD AT 771E NE CORNER OF OLEANDER AVE & SANTA ANA AVE, ELE1/. 1047.36, TO THE TOP A "PK" NAIL & BRASS WASHER, STAMPED "C/TY OF FONTANA BY SET ON THE TOP OF CURB I' NORTH OF THE NORTHERLY END OF THE NE CURB RETURN AT OLEANDER AVE & SANTA ANA AVE ELEVATION- 1044.75 PER HOUR. 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVA70 MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCT/ON WITHOUT PR/OR WRITTEN APPROVAL. 22. NO TRENCH 34CKf7LL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 23. A GE07FCHN/CAL ENG/NEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THE THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENS/TY IS OBTAINED. 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SHALES FROM UNDERMINING STREET IMPROVEMENTS UPON INSPECT/ON OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SHALES ENTER/NG OR LEAWNG IMPROVEMENTS. 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM /N GRADE, COLOR AND FINISH TO MATCH EX/ST/NG CONCRETE. 27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATER. (N/A) 28. NO CONCRETE SHALL BE PLACED UN77L THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPE07FD AND APPROVED. 29. ALL UNDERGROUND UTIL/TIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 30. APPROVED SOIL S7FRILANT /S REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 31. PAVEMENT S7RUCRIRAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENG/NEER AS DETERMINED BY SOIL TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. (N/A) 32. ACTUAL THICKNESS OF A. C. PAVEMENT AND/OR BASE COURSE M47FR/AL FOR STRUC7URAL 57REET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUSU177FD TO THE C/TY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. (N/A)) 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RA/SED TO FIN/SHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING 34. UPON COMPLETION OF CON57RUCRON, CONTRACTOR SHALL RESTORE ALL SIGNING, S77?/PING, BARRICADES, AND OTHER M4FF/C C0N7R0L DEUCES TO THE S477SFACT/ON OF THE CITY TRAFFIC ENG/NEER. 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONS7RUCT/ON TO THE SA77SFACT/ON OF THE CI7Y ENG/NEER. 36. AS -BUILT DRAW/NGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENG/NEER OF RECORD, WHO SHALL PROV/OE RECORD DRAW/NGS TO THE CITY ENGINEER. rillz 1 1 ! €, PIPE i f Bft bid � .s and Int cm" grout �i>i,d ft edp of &c. g capping a1 sad of pips 69 330H or Old of pipe I M brro*an ) aao 1 ormt aavp�g ..w f Brick a mortar 00 w o ELEMION PIPE CLOSURE - TYPE V IOrki wd NkWter) PROPOSED N2Y R/W 0.5' 6' .009 5 ftA _ �► 44' VAR/ES 74 OR 88' CONSTRUCTION CIL VAR/ES 30' OR 44' VAR/ES VARIES 12'-32 12'-18' 12 32' TOLL FREE -"Mmmwl-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 2.009 EX/ST/NG S'L Y R/W 2-� (1 SANTA ANA A VENUE N7S STA. 707483.13 - STA. 715498.19 T1=9.0 S TORM DR 4 IN GENER 4 L NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROWS/ONS AND THE STANDARD SPECIRCA77ONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK ALL REFERENCE SPECIRCA77ONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2. WHEN A TECHNICAL CONFLICT /S FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROMS/ONS IN THE "GREEN BOOK'; THE CONTRACTOR SHALL IMMEDIATELY REPORT SA/D CONFLICT TO THE C/TY ENGINEER FOR RESOLUTION. 3. ALL MATERIALS ANO METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4. ADVANCE CONSTRUCT/ON SIGNING INDICATING DURATION OF PROJECT SHALL BE /N PLACE ONE WEEK PRIOR TO IMPLEMENT/NG DETOURS. 5. CONSTRUCT/ON PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA DEVELOPMENT SERVICES ORGANIZ477ON DEPARTMENT, DEPARTMENT OF ENGINEERING PR/OR TO THE START OF ANY WORK. INSPECT/ON COORD/N477ON SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PR/OR TO THE START OF ANY WORK /N 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 /N THE STATE OF CALIFORNIA MANUAL OF 7RAFF`C CON7ROLS, LATEST NON -METRIC ED177ON UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENG/NEER. 7. IT SHALL BE THE RESPONS181L/TY OF THE CONTRACTOR TO MA/NTA/N BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 8. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVA77ON OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATFR /N DEPTH FROM THE CAL/FORNI4 STATE DIWS/ON OF /NDU57ROL SAFET 9. THE WALLS AND FACES OF ALL EX04VA77ONS GREATFR THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOP/NG OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF /NDU57R/AL SAFETY OF THE STA7F OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE P07ENT14L EXISTS FOR GROUND MOVEMENT. 10. NO MA7FR/AL OR EQUIPMENT SHALL BE STORED /N THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 11. THE LOCA77ONS OF U77LI77ES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE 7RUE LOC477ON AND ELEVATION OF ANY EXISTING UT/L/TTES, AND TO EXERCISE PROPER PRECAU77ON TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERV/CE ALERT AT 1-800-227-2600 7WO WORK/NG DAYS BEFORE EXCAVATION. 12. THE CONTRACTOR SHALL COORDINATE CONSTRUC77ON WITH FONTANA UNIFIED SCHOOL DISTRICT AND ALL U77L/TY COMPANIES INCLUDING, BUT NOT L/M/TED TO, GAS, 7FLEPHONE, ELECTRIC, CABLE 7FLEY/S/ON, LANDSCAPING, LANDSCAPE IRRIGATION, DOMEST/C WA1SR, SEWER, STORM DRAIN. ALL U77LI7Y COMPANIES SHALL BE GIVEN 7WO WORK/NG DAYS NOT/CE PR/OR TO WORK AROUND THEIR FAC/UT/ES 13. THE CONTRACTOR SHALL NOT OPER47F ANY FIRE HYDRANT OR WA7FR MAIN VALVES WITHOUT APPROPR/A7F AGENCY AUTHOR04TION. CONTRACTOR SHALL COORD/N47F WITH THE APPROPRIATE W47FR COMPANY FOR VA VE OPER 477ON AND WATER REO U/REMENTS. 14. STAT/ON/NG REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE NOTED. 15. ADEQUATE CON57RUCRON CONTROL STAKES SHALL BE SET BY THE ENG/NEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUC17ON CONTROL STAK/NG DURING CONSTRUCTION. 16. THE CONTRACTOR SHALL NOT DISTURB EXIS77NG SURVEY MONUMENTS, MONUMENT 77ES OR BENCH MARKS WITHOUT PR/OR N077RCA77ON TO THE CITY ENG/NEER. 17. REMOVAL AND REPLACEMENT OF EX/ST/NG SURVEYCONIROL, INCLUDING SURVEY MONUMEN7S; MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENG/NEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUC77ON SHALL BE REPLACED THE CONTRACTOR SHALL NOT/FY THE ENG/NEER ONE WEEK PR/OR TO CONSTRUCT/ON SO THAT T/ES TO MONUMENTS CAN BE ESTABLISHED FOR LA7FR REPLACEMENT OF THE MONUMENT. 18. THE CONTRACTOR SHALL MA/NTA/N ACCESS FOR LOCAL RES/DEN7S AND BUSINESSES AT ALL RUES. A MIN/MUM 12 FOOT LANE SHALL BE MA/NTA/NED AT ALL T/MES /N THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WA7FR/NG, AT ALL TIMESS, 20. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVA7FD MATER/AL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBL/C OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUC77ON WITHOUT PR/OR WRITTEN APPROVAL. PROPOSED N'L Y R/W 88' CONSTRUCTION 44' CIL 44 12' VAR/ES 12' 32' 34' 0.5' 6' � 00' S 2 .00-2.00 12. % () EXISTING AC SECT/ON TO BE REMOVED, NOT SHOWN FOR CLARITY. SEE PLAN VIEW FOR LIMITS REV. REVISION DESCRIPTION DATE ENGR. CITY DATE M SANTA ANA A VENUE N7S STA. 715498.19 - STA. 716498.19 T1=9.0 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 STANDARDS IN EFFECT. 32' EXISTING SYR/W 21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE C/7Y 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 SHALES FROM UNDERMINING STREET IMPROVEMENTS UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NDN-ERODEABLE SHALES ENTERING OR LEAVING IMPROVEMENTS 24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM /N 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 CON57RUCRON, THE CONTRACTOR SHALL EXPOSE EXIS77NG FACILITIES, AND VERIFY ELEVA77ON AND LOC4770N OF CONNECTIONS. CITY APPROVAL OF CONNEC77ONS TO SY1577NG FACILITIES DOES NOT IMPL Y CORRECTNESS OF ELEVA77ONS OR L0CA77ONS SHOWN ON THE PLANS. 27. IF EX/STING U77LI77ES OR ANY OTHER FACIL177ES CONFLICT WITH THE PROPOSED IMPROVEMENTS THE CONTRACTOR SHALL N077FY THE ENGINEER AND ALL AFFEC70 AGENCIES /MME9I47FL Y. 28. NO CONCRETE SHALL BE PLACED UN77L THE FORMS AND REINFORCING S7FEL HAVE BEEN PLACED, INSPEC70 AND APPROVED, 29. ALL UNDERGROUND U77LI77ES SHALL BE INSTALLED, 7ES70 AND APPROVED PRIOR TO PAVING OF STREETS. 30. APPROVED SOIL S7FRILANT /S 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 CON7RACTOR UPON COMPLETION OF PAVING. 32. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIP/NG, BARRICADES AND 07HER TRAFFIC CONTROL DEVICES TO THE S477SFAC77ON OF THE CI7Y TRAFFIC ENG/NEER. 33. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE C/7Y ENGINEER. Chamfer :Y4" Chamfer2 or 2'-0" Min --1--}- -j- ---r--�--}- Y4' Chamfer -,,,y4" Chamfer x I D I I _ _- I D I D I I I I I I S I I I .'� �W' I I I S I S M L L -1 � 2 or 2'-0" Min L MOT L MJ L FRONT ELEVATION r 1 �. _1 SINGLE HEADWALL FRONT ELEVATION FRONT ELEVATION FRONT ELEVATION DOUBLE HEADWALL SINGLE HEADWALL DOUBLE HEADWALL D H L SINGLE Steel Conc LB CY L DOUBLE Steel Conc LB CY 12" 2'-8" 5 -0 35 0.60 8'-0" 50 0.94 15" 2'-11' 6'-0" 40 0.75 9'-6" 60 1.17 18" 3'-2" V-011 50 0.91 10'-6" 75 1.35 21" 3'-5" 7'-6 3'-0" 1.02 11'-6" 90 1.52 �1 , 11 . 11 24 3 -8 8 -6 - 1 .20 , 12 -6U 100 1.72 27" 3'-11"9'-6" 85 1.39 14'-0" 115 2.00 30"14' -2'g110' -O" 90 1.52 15'-0" 126 2.21 33" 4'-5" 11'-0" 100 1.73 16'-0" 130 2.42 36" 4'-8" 12'-0" 105 1.95 17'-0" 145 2.65 39" 4'-11"12'-6" 130 2.09 18'-0" 170 2.88 42" 51-21113'-611 140 2.34 19'-0" 185 3.13 45" 5'-5' 14'-6" 150 2.60 20'-0" 195 3.38 48" 5'-B" 15'-0" 160 2.75 21'-0" 200 3.64 51" 5'-11'116'-0"1 180 3.03 22'-6 225 4.02 54" 6'-2"117'-0"1 190 3.31 23'-6" 240 4.30 STRAIGHT HEADWALLS For corner steel detail see Section A -A :Y4" Chamfer-_ hamfer Y4 D 1� L/2 Ae"'s'8Tt"h4ua'n'u4"8" infor pipes diameter 71 " SECTION, SINGLE & DOUBLE HEADWALLS Omit rounding for pipes less than 48" diameter 7VI2' 7 2 mt R7Vz1 7�/2 9 2'-0" FRONT ELEVATION "L" HEADWALL SECTION "L" HEADWALL D H L/2 „ 3-4 Steell Conc LBCY �� 4-10 Steel Conc LB CY LENGTH OF W 6-4 Steel Conc LB CY 11 7-10 Steel Conc LB CY 9-4 �� Steel Conc LB CY 12" 2'-8" 2'-6" 50 0.79 60 0.98 - - - - - - 15" 2'-11" 3'-0" 55 0.91 65 1.11 - - - - - - 18" 3'-2" 3'-6" 65 1.04 75 1.25 - - - - - - 21" 3'-5" 3'-9" 75 1.151 90 1.36 - - - - - - 24" 3'-8" 4'-3" 85 1.29 100 1.51 110 1.74 - - - - 27"13'-111 21'-0" 4'-9" 90 1.44 105 1.67 115 1.91 - - - - 30" 4'-2" 5'-0" 95 1.55 110 1.80 120 2.05 135 2.29 - - 33" 4'-5" 5'-6" 105 1.71 120 1.97 135 2.23 150 2.48 - - 36" 4'-8" 6'-0" 110 1.88 125 2.15 140 2.41 155 2.68 170 2.95 39" 4'-11" 6'-3" - - 1 150 2.28 170 2.56 185 2.84 200 3.12 42" 5'-2" 6'-9" - - 155 2.42 175 2.76 190 3.05 210 3.34 45 5'-5 7'-3" - - - - 180 2.97 200 3.27 215 3.57 48" 5'-8" 15'-11' 7'-6" - - - - 190 3.13 215 3.44 230 3.75 51" 8'-0" - - - - - - 220 3.67 235 3.99 54" 6 -2 8'-6" - - - - - - 235 3.91 250 4.24 "L" HEADWALLS CIRCULAR PIPE CULVERT HEADWALLS NOTES: 1.No deduction made in quantities for thickness of pipe walls. 2.A11 reinforcing steel #4 bars. All vertical and horizontal tie bars 1'-6" maximum spacing. 3. Length of wall "W" Maybe varied to suit conditions encountered in the field, and straight line interpolation may be used to calculate quantities. 4.Quantities are for design purposes only. 5. Cable railing to be installed on top of headwall when shown on Project Plans. See Standard Plan B11-47 for cable railing details. Q\),pFESS/ON9 0-Moi�� �\ /moo 40 w � cls m � No. 40964 � CIVIC F pF CN -SFO CMP ARCH SIZE H SINGLE L Steel LB Conc CY L DOUBLE Steel LB Conc CY 21" x 15" 21-11 6'-611 45 0.80 10'-0" 60 1.22 24" x 18" 3'-2 7'-6" 50 0.96 11'-6" 70 1.45 28" x 20" 3'-4" 8'-6" 60 1.12 13'-6" 90 1.76 35' x 24' 3 -8 10'-6" 85 1 .47 15'-6" 120 2.16 42" x 29" 4'-1" 12'-6" 110 1.76 18'-0" 145 2.57 49" x 33' 4'-5" 14'-6" 130 2.26 21'-0" 170 3.13 57" x 38" 4'- 10� 17'-0" 155 2.81 24'-6' 210 3.86 64 x 43 5 -3 19'-0" 175 3.31 27 -0 230 4.42 71 " x 47 ' 5'-7' 21'-0" 195 3.81 30'-0" 1 255 5.09 5" U Corner Steel Detail SECTION A -A STRAIGHT HEADWALLS V11 A_ Jim IIS I co 7V2�� 911 2'-0.. FRONT ELEVATION "L" HEADWALL N7, h SECTION, SINGLE & DOUBLE HEADWALLS 7V/2" 7%211 9.. HEADWALL CMP ARCH SIZE H L /2 LENGTH OF W 3'-4" 4'-10" 6'-4" Steel Conc Steel Conc Steel Conc LB CY LB CY LB CY 7'-10" Steel Conc LB CY 9'-4" Steel Conc LB CY 21" x 15" 2'-11" 3'-3" 60 1.00 65 1.18 75 1.38 90 1.58 100 1.77 24" x 18" 3'-2 -T--9"--60 1.07 70 1.32 80 1.53 95 1.74 110 1.94 28 x 20 3'-T'- 4'-3" 70 1.26 80 1.47 90 1.68 100 1.90 115 2.11 35 x 24' 3 -8 5'-3" 100 1.51 110 1.74 120 1.97 140 2.20 155 2.42 42" x 29" 4'-1 6'-3" 115 1.82 130 2.06 140 2.31 155 2.55 170 2.83 49" x 33" 4'-5" 7'-3" 130 2.12 145 2.37 155 2.64 170 2.90 185 3.15 57 x 38 4'-10" 8 -6 145 2.52 160 2.79 175 3.07 190 3.35 205 3.61 64" x 43' 5'-3" 9'-6" 185 2.89 200 1 3.11 215 1 3.48 235 3.77 250 4.06 71' x 47" 5'-7" 10'-6" 200 3.25 215 3.56 235 3.86 250 4.17 270 4.48 "L" HEADWALLS CORRUGATED METAL PIPE ARCH CULVERT HEADWALLS Prepared Under The Supervision or : � CITY OF FONTANA, CALIFORNIA Date STREET IMPROVEMENT PLAN DRAWN BY: HK SANTA ANA AVENUE Sc AS SHOWN DESIGNED BY: TITLE SHEET GENERAL NOTES TYPAL SECTIONS DA KT/SN 12/06/10 / e,& LS CHECKED BY: APPROVED BY: DRAWING NO.: 2 FEUPE U. MOUNDS R.C.E. 40964 SN4 DATE: CITY ENGINEER R.C.E. 51152 S�\DESIGN SECTION\CIP IMPROVEMENTS\SANTA ANA -CITRUS TO CYPRESS\SHEET 2.dwg Mar 14, it - 5�28pM