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HomeMy WebLinkAbout2569-1a 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 PACIFIC BELL CO. W STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD ATTN: CARLOS NAVARRO ATTN: VIRGINIA BECKER SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). 8353 SIERRA AVENUE 3939 E.CORONADO STREET ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION FONTANA, CA 92335 ANAHEIM, CA 92807 UNLESS OTHERWISE NOTED. (909) 350-6632 (714) 666-5467 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING SO. CALIFORNIA GAS COMPANY COMCAST (CABLE TV) DIVISION PRIOR TO THE START OF ANY WORK.- INSPECTION COORDINATION SHALL BE ATTN: GREG GASPAR ATTN: JACK HAYES REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC 16231 VALLEY BLVD. 1205 DUPONT AVENUE z RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. FONTANA, CA. 92335 ONTARIO, CA. 91761 3. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES (909) 428-8411 (909) 390-4738 EMERGENCIES: (800) 427-2200 CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE GENERAL TELEPHONE COMPANY � ,OPERATION AND WATER REQUIREMENTS. _ SO. CALIFORNIA EDISON COMPANY ATTN: STEVE HOCK 4. CURVE DATA REFERS TO THE FACE OF CURB. 7951 REDWOOD AVE. 1400 E. PHILLIPS BLVD. FONTANA, CA. 92335 ONTARIO, CA. 91766 5. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 909820-5598 - UNDERGROUND (800) 422-4133 909 875-5100 - TRANSMISSIONS 6. ALL UNDER GROUND UTILITIES SHALL BE INSTALLED TESTED AND APPROVED PRIOR TO 213 637-1233 - PIPELINES FONTANA WATER COMPANY 18001 PAVING OF STREETS. 909 357-6233 - DISTRIBUTION ATTN: MICHAEL J. McGRAW } 422-4133 8440 NUEVO AVENUE 7. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION. FONTANA, CA 92335 CRAWFORD CANYON MUTUAL WATER CO. (909) 822-2201 HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE ATTN: BILL VANDERKIEFT, JR. FAX: (909) 823-5046 FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE (619) 868-6040 PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. UNDERGROUND SERVICE ALERT w = (800) 227-2600 8. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED AV U GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. Ld PRIVATE ENGINEER'S NOTICE TO CONTRACTORS 9. 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 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; WORK AROUND THEIR FACILITIES. - TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE 10. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- t FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SIBILITY11. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE DETERMINED AT THE SHOWN ON. THESE DRAWINGS. TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS, N CT ! W x PROJECT THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS- 12. WHEN CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CANNOT BE RESOLVED FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION IBILITYBY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL OFH OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER 13. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, PLACEMENT. IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE 14. ALL EXPOSED CONCRETE' SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH ENGINEER. EXISTING CONCRETE. - Q0 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT 15. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. INSPECTED AND APPROVED. 16. 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 OFjHE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA, !o' FUTURE ST. HERITAGE CIRCLE BASELINE DRAWING TITLE SHEET IMPROVEMENT PLANS SIGNING & STRIPING PLANS AV. P. M. NO. 1 TRACT NO. 1709-1 McGI E AV. LIVE SHT. NO.'S 1 INDEX MAP. 2-5 6-7 SCALE: 1" =400' HANDICAP RAMP DETAIL CL DRWY 5TA. 82+05.63 a N.T.S. SIGNING & STRIPING NOTES QUANTITIES w 31 APPLY CALTRANS STANDARD PAVEMENT MARKING AS NOTED ON PLAN. 35 EA. Q U 0 _ TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS I �L. (o 32 INSTALL SIGN(S) ON POST A� SHOWN ON PLAN. 18 EA. -_ FOR GROUND MOVEMENT. 3 �� CONSTRUCTION NOTES: QUANTITIES �� _5 �� 33 INSTALL SIGN(S) ON STREET LIGHT STANDARD AS SHOWN ON PLAN. 3 EA. O CONSTRUCT 6 1 /2"AC PAVEMENT (MIN.) OVER 12" OF 95% 137,100 SF 17. 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 3 I 44i 4 � ( • 4 s 34 APPLY MODIFIED CALTRANS STANDARD STRIPING DETAIL 38 TO USE TYPE C 2,235 L.F. COMPACTED NATIVE MATERIAL (SEE GENERAL NOTES 27 & 28 ) INDUSTRIAL SAFETY.- a do ip�v REFLECTIVE PAVEMENT MARKERS(RPM) IN PLACE OF TYPE G RPM'S. I O CONSTRUCT VARIABLE THICKNESS AC PAVEMENT (1 1 /2"MIN) OVERLAY. 19,250 SF 18. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR, I W lL q rot I'S%1 k 35 APPLY CALTRANS STANDARD STRIPING DETAIL 37B, EDGELINE(AS SHOWN). 600 L.F. O CONSTRUCT 8 -CF CURB & GUTTER PER CITY STD. PLAN NO. 1003 2,385 LF 19. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE 3 2.O",(�' 2'�O� - 19:1.2 DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT-OF-WAY DURING _ _ - - � �p ` - 36 APPLY CALTRANS STANDARD STRIPING DETAIL 29. 1,770 L.F. O CONSTRUCT 8"CF CURB ONLY PER CITY STD. PLAN NO. 1003 4,080 LF CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. I • �rl O CONSTRUCT P.C.C. CROSS GUTTER PER CITY STD. DETAIL NO. 105 2,200 SF J �Ex Gt' Ll REMOVE AND SALVAGE EXISTING SIGN. LS 20. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES,W=PER PLAN MODIFIED-. WITH #4 BAR REINFORCING 18" O.C. BOTH WAYS. DELINEATORS OR OTHER- TRAFFIC - CONTROL AT ALL TIMES. 38 APPLY CALTRANS STANDARD STRIPING DETAIL 37B. 250 L.F. O ' s 6 CONSTRUCT HANDICAP RAMP PEP CITY STD. PLAN NO. 1006 14 EA 21. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE 40 APPLY SOLID 12" WHITE LIMIT LINE OR CROSSWALK. 2,030 L.F. O CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015 (W=69) 12,800 SF TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. eTA. 7j+'Q-7.9-7 fo 72t-78.47 41 APPLY SOLID 4" WHITE STRIPE, PER DETAIL 1, HERE -0N. 1,350 L.F. ® CONSTRUCT CATCH BASIN & LOCAL DEPRESSION PER A.P.W.A. STD. 2 EA 22. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER.PLAN NO. 300-2 (W=PER PLAN, V=PER PLAN) SEE SHEET 5 ' 42 APPLY MODIFIED CALTRANS STANDARD STRIPING DETAIL 12 TO USE TYPE C 5,610 L.F. O CONSTRUCT BUS BAY PER CITY STD. PLAN NO. 1014 1,100 SF 23. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE - REFLECTIVE PAVEMENT MARKERS(RPM) IN PLACE OF TYPE G RPM'S. THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALLSAWCUT & REMOVE EXIST. AC PAVEMENT &/OR BERM. 41,220 SF BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL �- 10 STAKING DURING CONSTRUCTION. ( 43 INSTALL TYPE K-1 MARKER AT MEDIAN NOSE PER CALTRANS STANDARD PLANS, PA73A. @ 10 �- O 1 1 3 ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE. 8 EA (a(21� � 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING 0-71� O REMOVE EXISTING STRIPING AND/OR PAVEMENT MARKINGS BY METHOD L.S. O CONSTRUCT 8"AC BERM PER CITY STD. DETAIL N0. 136 190 LF STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE W10, -TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. o[ � 2 W1. I APPROVED BY THE ENGINEER WITHIN LIMITS SHOWN, UNLESS OTHERWISE Q GRIND EXIST AC PAVEMENT AS REQUIRED FOR 1 1 /2"MIN. OVERLAY. 19,250 SF 25. THE CONTRACTOR SHALL - NOT DISTURB EXISTING SURVEY MONUMENTS MONUMENT TIES j ,I11a1• 2� 0 I SHOWN. 14 CONSTRUCT 2 1/2" (MIN.) AC CAP OVER EXIST. 4" PAVEMENT 12,000SF OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. V--3 �0o�.2•t�� 1. ` - ' */v v j 45 PROTECT EXISTING STRIPING AND/OR PAVEMENT MARKINGS. L.S. 15 2,59; CONSTRUCT HANDICAP RAMP PER DETAIL HEREON 2 EA 26. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY _.�- = ���±) 46 PROTECT EXISTING SIGN IN PLACE. L.S.1 INSTALL 24 RCP D=1600 21 LF MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL-- -- �_�,�-�, g ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED 47 APPLY SOLID 8" YELLOW DIAGONAL @ 50' O.C. 245 L.F. 1Q INSTALL STREET LIGHT :22,000 Li1MEN PER CITY STD PLAN 5 EA AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL AGP NO. 1016 BY EDISON NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS ( Q ( ) CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. dl 48 APPLY 8" BROKEN WHITE STRIPE DETAIL 29. 445 L.F. 18 INSTALL CONC. COLLAR PER APWA STD PLAN NO. 380-1 SEE SHEET 5 1 EA 27. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION 12" WIDE, 8" THICK MIN. AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER" N ' OVER 4 CLASS II A.B., �,e,r, 7�-r'-42,��j -ro 77478,)Q 19 INSTALL 2 RIGID GALVANIZED CONDUIT PER CITY DWG. NO'S. 2863, 2864, 2,250 LF COMPLETION OF ROUGH GRADING. - NATURAL COLOR CONCRETE m m 2865, 2866 & 2867. 28. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL BANDS WITH COARSE ROCK SEE SHEET 5 OF 7 FOR "� ©0 REMOVE EXIST. STREET LIGHT AND/OR TRAFFIC SIGNAL. 5 EA STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO SALT FINISH PER DETAILS EXPANSION JOINTS INSTALL PER CITY 0 Q _ CITY OF FONTANA FOR APPROVAL_ UPON COMPLETION OF ROUGH GRADING. S,G,H,I, SHEET C-7. ADDITIONAL CROSS SECTIONS OF FONTANA STD. 'DETAIL #1015 AND a ©1 INSTALL #6 PULL BOX PER CITY DWG. NO'S. 2863, 2864, 2865, 2866 21 EA 29. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES EXIST. MEDIAN DETAIL H, SHEET C-7. M o & 2867. AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE 1 I 2' 6 + p 2' 6 to ^ LS CLOSURE AREA FOR RESIDENTS AND EMERGENCY VEHICLES. rn 2 6 + II 2 6 © INSTALL SIGNAL CONDUIT &PULL BOXES PER DWG. NO'S. 2863, 2864, 0+89.00 BCR JOIN EXIST. PVMT. JOIN EXIST PVMT. 0+89.00 ECR 6" 6"CN 2866 & 2867 30. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT a .iv �.. C _ I 6" 6" �3 CONSTRUCT DECORATIVE PAVEMENT PER DETAIL HEREON &SHEET 5 830 SF PRIOR APPROVAL OF THE INSPECTOR. • + e • , 1' e , ` CO ® _C-0W5TRUcT Roc e- 'i}ZEA MENT' @ MEPIAN ma urY STD. PLAN N0. 14S, 5 510 5F - 31. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE 2' _ , 1 8 4' 3 `9 ( o,� \ �cZir _ AS MODlF1ED o�I c � �- LOCATION OF THE SEWER LATERAL. . • NP• 09 °'' ` ' 1 ��' AtSBRE�IA CANS LEGEND a a , 32. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, 2' o °o�, , \00,;R"'g�_ A.C• ASPHALTIC CONCRETE P.C.C. PORTLAND CEMENT CONCRETE INCLUDING ADEQUATE WATERING, AT ALL TIMES. .�• - • °� s ,�o���, '��� B.C. t BEGIN CURVE R) ° v o° %51 �. 6ti B.V.Cd BEG. VERTICAL CURVE ( RIDGE LINE n - n - O .�. V F 6+ 33. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL -POLICII*S, .METHODS N 9F `try`' ``' �' s iv B.W. BACK SIDEWALK R/W RIGgT OF Y AND PROCEDURES DESCRIBED IN THE "W.A.T.C.H. MANUAL", LATEST .1= MON UNLESS �PRO VMT. Fc? °'\ C.B. CATCH BASIN TAN. TANGENT OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 10 101 11, ti'`v Fs9 C.L. ' CENTEPLINE T.C. TOR- OF CURB ' F. c E.C. END CURVE W WIDTH 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, " " ALIGN C TER BAND 8" THICK MIN. INTEGRAL COLOR CONCRETE C. & L.D. DETAIL #1 - - - E.P. EDGE PAVEMENT V VERTICAL DEPTH STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF 24 WIDE, 8 THICK MIN. OVER W/ C.L. OF MEDIAN PAVING OVER 4" CLASS II A.B., DAVIS COLOR C•B. & L.D. DETAIL #2 . Q - E.G. EDGE GRADE (590.77) INDICATES EXISTING ELEVATION THE CITY TRAFFIC ENGINEER. 4 CLASS I) A.B., NATURAL "SUNSET ROSE". WITH MEDIUM BROOM FINISH NTS RECD D I NG NTS U F.L.C FLOWVL LINE CURVE 590.77 INDICATES PROPOSED ELEVATION COLOR CONCRETE BANDS WITH M CG U I RE AVENUE 36. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED `WIND VELOCITIES COARSE ROCK SALT FINISH PER PER DETAIL S G,H,I,J, SHEET C-7. NOTE F.S. FINISH SURFACE EXCEED 25 MILES PER HOUR. ATI PAVEMENT FINAL THICKNESS TO BE DETERMINED PER THEs� RE�RD DRA?INGS NAVE BEt`t PREPaRED; tnc �0i Mme' # 361 BSS G.B. GRADE BREAK = = INDICATES SLOPE > 4 1 DETAILS S,G,H,I, SHEET C-7. SCALE: 1 "=10'f PART, ON THE BASIS OF tNFORMATiON COMPILED AND SOILS ENGINEERS REPORT. FURNISHED BY OTHERS, THE ENGINEER WILL NOT BE SPIKE IN NORTH FACE OF PP THE C.L. OF CHERRY AVE. BEING H.P. HIGH POINT 0 AC PAVEMENT 37. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS RESPONSIBLE FOR ANY ERRORS ORO)ASSIONSWHICH #1536697E. ® S.W. COR. OF N 00'08'09" E PER P.M. 1959 P.M.B. INV. INVERT REMOVAL AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. DECORATIVE PAVEMENT PER APPROVED INDEPENDENCE @ MORNINGSIDE-#4AVEaEENINCORPORATED WrOTHE DOCUMENTS AS BASELINE AVE. do SULTANA AVE. 28/18 WAS USED AS THE BASIS OF O.C. ON CENTER - TR. 15709 ELEVATION: 1365.01 PERIMETER C.F.D. & STRUCTURAL DETAILS SHEET 5 ,Z ARESULTTHEREOF. BEARINGS FOR THIS PLAN. � ® GRIND QPpFESS It?REVISION DESCRIPTION DATE ENGR CITY DATE 141 FEF -� p 0 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA • ti,� Q~ ��+ Fy �QFESS COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL PREPARED IN THE OFFICE OF C66388 z �XLTO�fs� iy MADOLE AND ASSOCIATES, INC. �. `' OF THE INLAND EMPIRE DRAWN BY d ExP SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, W $ _ TRACT NO. 15709 & P.M. NO. 15420 SCALE: No. 14814 r� r" 10601 CHURCH STREET , STE. 107 R.Y./JKD AS NOTED RANCHO CUCAMONGA, CA 91730 DIAL - � BARFLINE AVENUE cN��, ,�t-D TWO NDRKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO {r Exp: 3-31-01 PHONE (909) 948-1311 � BY: DATE: r ) CA`,� BEFORE DAYS BEFORE MNS j: E SHEET JAN. 2001 COFF YOU DIG YOU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS AND `�q�. �I��� P ���� Date : 1-2-7101 CHECKED BY; OF CALF r25 1�- c�TOLL FREE 1-800-227-2600 E. 14814 EXP. 3-3 -Ol 'Z2A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 2 "RECORD DRAW/NG'� �j• 0.0 �,�,,' 1 STANDARDS IN EFFECT. M.L.B. TING CITY ENGINEER R.C.E. 51152 p 9 17 Z t KC V -A4 J:\126-1313\street\baselinel.dwg, 02/12/01 04:02:20 PM, fs IN W a o t z HIGHLAND AV' Q } V w = VICTORI AV U Ld Q Iii z x Z % U Zx � < HAWAII WY YcA o � t ARIZONA S N CT ! W x PROJECT SITE ARKANSAS AV BASELINE NV z Q _ SOUTH HERITAGE CIR - 'SIUQ�� Q0 Ro VICINITY MAP > N.T.S. J Q U 0 _ TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS I �L. (o 32 INSTALL SIGN(S) ON POST A� SHOWN ON PLAN. 18 EA. -_ FOR GROUND MOVEMENT. 3 �� CONSTRUCTION NOTES: QUANTITIES �� _5 �� 33 INSTALL SIGN(S) ON STREET LIGHT STANDARD AS SHOWN ON PLAN. 3 EA. O CONSTRUCT 6 1 /2"AC PAVEMENT (MIN.) OVER 12" OF 95% 137,100 SF 17. 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 3 I 44i 4 � ( • 4 s 34 APPLY MODIFIED CALTRANS STANDARD STRIPING DETAIL 38 TO USE TYPE C 2,235 L.F. COMPACTED NATIVE MATERIAL (SEE GENERAL NOTES 27 & 28 ) INDUSTRIAL SAFETY.- a do ip�v REFLECTIVE PAVEMENT MARKERS(RPM) IN PLACE OF TYPE G RPM'S. I O CONSTRUCT VARIABLE THICKNESS AC PAVEMENT (1 1 /2"MIN) OVERLAY. 19,250 SF 18. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR, I W lL q rot I'S%1 k 35 APPLY CALTRANS STANDARD STRIPING DETAIL 37B, EDGELINE(AS SHOWN). 600 L.F. O CONSTRUCT 8 -CF CURB & GUTTER PER CITY STD. PLAN NO. 1003 2,385 LF 19. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE 3 2.O",(�' 2'�O� - 19:1.2 DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT-OF-WAY DURING _ _ - - � �p ` - 36 APPLY CALTRANS STANDARD STRIPING DETAIL 29. 1,770 L.F. O CONSTRUCT 8"CF CURB ONLY PER CITY STD. PLAN NO. 1003 4,080 LF CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. I • �rl O CONSTRUCT P.C.C. CROSS GUTTER PER CITY STD. DETAIL NO. 105 2,200 SF J �Ex Gt' Ll REMOVE AND SALVAGE EXISTING SIGN. LS 20. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES,W=PER PLAN MODIFIED-. WITH #4 BAR REINFORCING 18" O.C. BOTH WAYS. DELINEATORS OR OTHER- TRAFFIC - CONTROL AT ALL TIMES. 38 APPLY CALTRANS STANDARD STRIPING DETAIL 37B. 250 L.F. O ' s 6 CONSTRUCT HANDICAP RAMP PEP CITY STD. PLAN NO. 1006 14 EA 21. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE 40 APPLY SOLID 12" WHITE LIMIT LINE OR CROSSWALK. 2,030 L.F. O CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015 (W=69) 12,800 SF TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. eTA. 7j+'Q-7.9-7 fo 72t-78.47 41 APPLY SOLID 4" WHITE STRIPE, PER DETAIL 1, HERE -0N. 1,350 L.F. ® CONSTRUCT CATCH BASIN & LOCAL DEPRESSION PER A.P.W.A. STD. 2 EA 22. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER.PLAN NO. 300-2 (W=PER PLAN, V=PER PLAN) SEE SHEET 5 ' 42 APPLY MODIFIED CALTRANS STANDARD STRIPING DETAIL 12 TO USE TYPE C 5,610 L.F. O CONSTRUCT BUS BAY PER CITY STD. PLAN NO. 1014 1,100 SF 23. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE - REFLECTIVE PAVEMENT MARKERS(RPM) IN PLACE OF TYPE G RPM'S. THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALLSAWCUT & REMOVE EXIST. AC PAVEMENT &/OR BERM. 41,220 SF BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL �- 10 STAKING DURING CONSTRUCTION. ( 43 INSTALL TYPE K-1 MARKER AT MEDIAN NOSE PER CALTRANS STANDARD PLANS, PA73A. @ 10 �- O 1 1 3 ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE. 8 EA (a(21� � 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING 0-71� O REMOVE EXISTING STRIPING AND/OR PAVEMENT MARKINGS BY METHOD L.S. O CONSTRUCT 8"AC BERM PER CITY STD. DETAIL N0. 136 190 LF STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE W10, -TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. o[ � 2 W1. I APPROVED BY THE ENGINEER WITHIN LIMITS SHOWN, UNLESS OTHERWISE Q GRIND EXIST AC PAVEMENT AS REQUIRED FOR 1 1 /2"MIN. OVERLAY. 19,250 SF 25. THE CONTRACTOR SHALL - NOT DISTURB EXISTING SURVEY MONUMENTS MONUMENT TIES j ,I11a1• 2� 0 I SHOWN. 14 CONSTRUCT 2 1/2" (MIN.) AC CAP OVER EXIST. 4" PAVEMENT 12,000SF OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. V--3 �0o�.2•t�� 1. ` - ' */v v j 45 PROTECT EXISTING STRIPING AND/OR PAVEMENT MARKINGS. L.S. 15 2,59; CONSTRUCT HANDICAP RAMP PER DETAIL HEREON 2 EA 26. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY _.�- = ���±) 46 PROTECT EXISTING SIGN IN PLACE. L.S.1 INSTALL 24 RCP D=1600 21 LF MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL-- -- �_�,�-�, g ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED 47 APPLY SOLID 8" YELLOW DIAGONAL @ 50' O.C. 245 L.F. 1Q INSTALL STREET LIGHT :22,000 Li1MEN PER CITY STD PLAN 5 EA AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL AGP NO. 1016 BY EDISON NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS ( Q ( ) CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. dl 48 APPLY 8" BROKEN WHITE STRIPE DETAIL 29. 445 L.F. 18 INSTALL CONC. COLLAR PER APWA STD PLAN NO. 380-1 SEE SHEET 5 1 EA 27. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION 12" WIDE, 8" THICK MIN. AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER" N ' OVER 4 CLASS II A.B., �,e,r, 7�-r'-42,��j -ro 77478,)Q 19 INSTALL 2 RIGID GALVANIZED CONDUIT PER CITY DWG. NO'S. 2863, 2864, 2,250 LF COMPLETION OF ROUGH GRADING. - NATURAL COLOR CONCRETE m m 2865, 2866 & 2867. 28. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL BANDS WITH COARSE ROCK SEE SHEET 5 OF 7 FOR "� ©0 REMOVE EXIST. STREET LIGHT AND/OR TRAFFIC SIGNAL. 5 EA STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO SALT FINISH PER DETAILS EXPANSION JOINTS INSTALL PER CITY 0 Q _ CITY OF FONTANA FOR APPROVAL_ UPON COMPLETION OF ROUGH GRADING. S,G,H,I, SHEET C-7. ADDITIONAL CROSS SECTIONS OF FONTANA STD. 'DETAIL #1015 AND a ©1 INSTALL #6 PULL BOX PER CITY DWG. NO'S. 2863, 2864, 2865, 2866 21 EA 29. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES EXIST. MEDIAN DETAIL H, SHEET C-7. M o & 2867. AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE 1 I 2' 6 + p 2' 6 to ^ LS CLOSURE AREA FOR RESIDENTS AND EMERGENCY VEHICLES. rn 2 6 + II 2 6 © INSTALL SIGNAL CONDUIT &PULL BOXES PER DWG. NO'S. 2863, 2864, 0+89.00 BCR JOIN EXIST. PVMT. JOIN EXIST PVMT. 0+89.00 ECR 6" 6"CN 2866 & 2867 30. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT a .iv �.. C _ I 6" 6" �3 CONSTRUCT DECORATIVE PAVEMENT PER DETAIL HEREON &SHEET 5 830 SF PRIOR APPROVAL OF THE INSPECTOR. • + e • , 1' e , ` CO ® _C-0W5TRUcT Roc e- 'i}ZEA MENT' @ MEPIAN ma urY STD. PLAN N0. 14S, 5 510 5F - 31. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE 2' _ , 1 8 4' 3 `9 ( o,� \ �cZir _ AS MODlF1ED o�I c � �- LOCATION OF THE SEWER LATERAL. . • NP• 09 °'' ` ' 1 ��' AtSBRE�IA CANS LEGEND a a , 32. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, 2' o °o�, , \00,;R"'g�_ A.C• ASPHALTIC CONCRETE P.C.C. PORTLAND CEMENT CONCRETE INCLUDING ADEQUATE WATERING, AT ALL TIMES. .�• - • °� s ,�o���, '��� B.C. t BEGIN CURVE R) ° v o° %51 �. 6ti B.V.Cd BEG. VERTICAL CURVE ( RIDGE LINE n - n - O .�. V F 6+ 33. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL -POLICII*S, .METHODS N 9F `try`' ``' �' s iv B.W. BACK SIDEWALK R/W RIGgT OF Y AND PROCEDURES DESCRIBED IN THE "W.A.T.C.H. MANUAL", LATEST .1= MON UNLESS �PRO VMT. Fc? °'\ C.B. CATCH BASIN TAN. TANGENT OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 10 101 11, ti'`v Fs9 C.L. ' CENTEPLINE T.C. TOR- OF CURB ' F. c E.C. END CURVE W WIDTH 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, " " ALIGN C TER BAND 8" THICK MIN. INTEGRAL COLOR CONCRETE C. & L.D. DETAIL #1 - - - E.P. EDGE PAVEMENT V VERTICAL DEPTH STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF 24 WIDE, 8 THICK MIN. OVER W/ C.L. OF MEDIAN PAVING OVER 4" CLASS II A.B., DAVIS COLOR C•B. & L.D. DETAIL #2 . Q - E.G. EDGE GRADE (590.77) INDICATES EXISTING ELEVATION THE CITY TRAFFIC ENGINEER. 4 CLASS I) A.B., NATURAL "SUNSET ROSE". WITH MEDIUM BROOM FINISH NTS RECD D I NG NTS U F.L.C FLOWVL LINE CURVE 590.77 INDICATES PROPOSED ELEVATION COLOR CONCRETE BANDS WITH M CG U I RE AVENUE 36. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED `WIND VELOCITIES COARSE ROCK SALT FINISH PER PER DETAIL S G,H,I,J, SHEET C-7. NOTE F.S. FINISH SURFACE EXCEED 25 MILES PER HOUR. ATI PAVEMENT FINAL THICKNESS TO BE DETERMINED PER THEs� RE�RD DRA?INGS NAVE BEt`t PREPaRED; tnc �0i Mme' # 361 BSS G.B. GRADE BREAK = = INDICATES SLOPE > 4 1 DETAILS S,G,H,I, SHEET C-7. SCALE: 1 "=10'f PART, ON THE BASIS OF tNFORMATiON COMPILED AND SOILS ENGINEERS REPORT. FURNISHED BY OTHERS, THE ENGINEER WILL NOT BE SPIKE IN NORTH FACE OF PP THE C.L. OF CHERRY AVE. BEING H.P. HIGH POINT 0 AC PAVEMENT 37. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS RESPONSIBLE FOR ANY ERRORS ORO)ASSIONSWHICH #1536697E. ® S.W. COR. OF N 00'08'09" E PER P.M. 1959 P.M.B. INV. INVERT REMOVAL AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. DECORATIVE PAVEMENT PER APPROVED INDEPENDENCE @ MORNINGSIDE-#4AVEaEENINCORPORATED WrOTHE DOCUMENTS AS BASELINE AVE. do SULTANA AVE. 28/18 WAS USED AS THE BASIS OF O.C. ON CENTER - TR. 15709 ELEVATION: 1365.01 PERIMETER C.F.D. & STRUCTURAL DETAILS SHEET 5 ,Z ARESULTTHEREOF. BEARINGS FOR THIS PLAN. � ® GRIND QPpFESS It?REVISION DESCRIPTION DATE ENGR CITY DATE 141 FEF -� p 0 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA • ti,� Q~ ��+ Fy �QFESS COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL PREPARED IN THE OFFICE OF C66388 z �XLTO�fs� iy MADOLE AND ASSOCIATES, INC. �. `' OF THE INLAND EMPIRE DRAWN BY d ExP SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, W $ _ TRACT NO. 15709 & P.M. NO. 15420 SCALE: No. 14814 r� r" 10601 CHURCH STREET , STE. 107 R.Y./JKD AS NOTED RANCHO CUCAMONGA, CA 91730 DIAL - � BARFLINE AVENUE cN��, ,�t-D TWO NDRKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO {r Exp: 3-31-01 PHONE (909) 948-1311 � BY: DATE: r ) CA`,� BEFORE DAYS BEFORE MNS j: E SHEET JAN. 2001 COFF YOU DIG YOU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS AND `�q�. �I��� P ���� Date : 1-2-7101 CHECKED BY; OF CALF r25 1�- c�TOLL FREE 1-800-227-2600 E. 14814 EXP. 3-3 -Ol 'Z2A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 2 "RECORD DRAW/NG'� �j• 0.0 �,�,,' 1 STANDARDS IN EFFECT. M.L.B. TING CITY ENGINEER R.C.E. 51152 p 9 17 Z t KC V -A4 J:\126-1313\street\baselinel.dwg, 02/12/01 04:02:20 PM, fs IN