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HomeMy WebLinkAbout1865-1E posit �irE�"liQ �IlhMd�Aw /YAr,4r ,E CO VICINITY MAP NO SCALE N I QUAN. UNIT 1 INSTALL 24" R.C.P., CLASS IV �1 L.F. 16 c 0, �1 1 Cil CONSTRUCT M.H. NO. I PER L.A.C. F.C.D. STD. L1 7 i O DWG. 2 - 0102 Aq 18 O i L; -Ar --,r �►� IQ IE IE1� II n�►�1 � � �O "�✓ I� � IE �I � 1pIL A Nr� GENERAL CONSTt1UCTION MMS: !. THE CONSTRUCT ION Of ALL PUBI.IC INPROYEMENTS SHALL CONFORM n THESE PLANS AND TO THE IEYUIREPENTS OF THE CITY STANDARD SPECIFICATIONS, PUBLIC WOWS DEPARTMENT, CITY OF FONTANA. IIEFER TO DEFINITIONS AND TERMS IN CITY STANDARD If CP*TAP*A CA IL I U (O IV Nr-%� (� A SPECIFICATIONS, DATED 1975. t CONSTRUCTION PERM I TS SHALL BE OSTA IlIE�D FROM FONTANA PUSL It _ LDT 1 h/lE., 204/1�:'.-dc.S rr�r�r r J\l J, 1,3612 ll--jD r E3 INDEX MAP SCALE: 1100 ,elan wpm 01 I LlwfiL LAc.IF _.L_ I (2) 6'criP1! �6UlT�,e TC= 4&. `7 6or'«�C�/ArC-1 �` - 7' .v,•Fr/✓E s�✓� Tir i � - � 007 r, A I �r -J-- r h/ nr- i j\I r TRACT N0. STORM DRAIN QUANTITY ESTIMATES WORKS DEPARTMENT PRIOR TO START OF ANY NOW NITHIN THE CITY LIMITS. - 3. STATIONING REFERS TO THE CENTERL I NES OF STREET. A. CURB DATA IVEA.S TO THE FACE L THE MRS. "' 240�221 "'142405. ALL EXPOSED CO ICEETE SMALL CONFORM IN GRADE, COLOR AND 2 ' FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. 6. PAVEMENT SECTIONS 900 ARE MINI MCMI AND St ACT TO fEY I S I ON AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TEST TAKEN AFTER COMPLETION OF ROUGH GRADING` 7. ALL UNDERGROUND II= SMALL BE COLLETED PR I M TO PAY i N L R w► E aw"VE ME NTS R w STREETS. slot L EXISTING UNDERIGROUND UTILITIES ARE AS A PER AVAILABLE RECON. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL 2 S'25' I0CAT I ON AND ELEVATION IN THE FIELD. CONTRACTOR SHALL CALL EACH UT I L I TY PR I OR TO ANY WORK. T T !. ALL NANIiWE AIS CLEANOUT INKS AISSHALL BE CONSTRUCTED 6' BELOW FINISHED GRADE 8Y SEVER CONTRACTOR AND 2 s 4 S • 10 10 • 4.S S SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. LE vE L L ONE - 10. ALL VALVE FRAMES AND COVERS SMALL BE CONSTRUCTED r BELOW ' ,,A.-,• ,�� ,�, 020' oto' o �o' s�.p. � �s" �' SPADE BY PFINISHED AYING II NGDE BCONTR�ARCTOR�AFTEROCOMiPLETAND �I COMBE PLETION PAY I �0 TO _ 2w• - 2 - - - • • , , . i i. INFER TO C I TY OF FONTANA, CNIOERGROLNID-� UT I L I TY LOCAT I ON 6 SIDEwA�K �� , , 2 S�OEwA� K O STANDARD DETAIL i29. O 75 AC PAVEMENT 12. THE CONTRACTORS) SHALL 0001 i NATE CONSTRUCTION WITH ALL OCURo •CUTTER • CURS • GUTTER UTILITIES AND OTHER I NAMEMENTS INCLUDING. BUT NOT L I M I TED TC = E • 0 o; 12" COMPACTED O3 TC = E • o 10' TO GAS, TELEPHONE, ELECTR I CAL, L I GHT 1 N6, TELEV I S I ON CABLE. IrL _ E - o 5 NATIVE SOIL FL = E - 0 57LANDSCAPING, LANDSCAPING I RR I GAT I ON, DOMESTIC WATER, RECLAIMED NATER, SEWER, STORM DRAINAGE, FLOW CONTR9. T. I. _ SYSTEMS, ETC. TYPICAL STREET SECTION WCF) i 3. AS BUILT DRAW I NGS SHALL BE PROV I DED BY THE CONTRACTOR TO THE NTS CITY OF FONTANA. ERICA LN.- F RD. - LE AT H E RL E A F R D. - VER 14. TYPE, LOCATION AND WIDTH of oR I VEWAY APPROACH APf�10NS MILL BE B E N A R D. DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM WITH THE CITY OF FONTANA STANDARD DETAILS AND DETAILS HEREON. CONSTRUCTION NOTES AND QUANTITY ESTIMATES 15. CONTRACTOR 13 INSTRUCTED TO REFER TO -THESE PLANS AND THE N0. ITEM QUAN. UNIT 15 INSTALL 24" R.C.P., CLASS IV 60 L.F. 16 INSTALL 30" R.C.P., CLASS IV 171 L.F. Cil CONSTRUCT M.H. NO. I PER L.A.C. F.C.D. STD. i EA. O DWG. 2 - 0102 18 O CONSTRUCT C.B. NO. 3 PER L.A.C.F.C.D STD. DWG.2-DI63 W= 7' V=3.75 EA. WITH LOCAL DEPRESSION, PER I L � L.A C. F.C.D. STD. DWG. 2-D88 CASE C ZC) L CCC) � 487865 L.A.C.F.C.D. STD. DWG. 2-D88 CASE "C" 45,060 STORM DRAIN QUANTITY ESTIMATES WORKS DEPARTMENT PRIOR TO START OF ANY NOW NITHIN THE CITY LIMITS. - 3. STATIONING REFERS TO THE CENTERL I NES OF STREET. A. CURB DATA IVEA.S TO THE FACE L THE MRS. "' 240�221 "'142405. ALL EXPOSED CO ICEETE SMALL CONFORM IN GRADE, COLOR AND 2 ' FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. 6. PAVEMENT SECTIONS 900 ARE MINI MCMI AND St ACT TO fEY I S I ON AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TEST TAKEN AFTER COMPLETION OF ROUGH GRADING` 7. ALL UNDERGROUND II= SMALL BE COLLETED PR I M TO PAY i N L R w► E aw"VE ME NTS R w STREETS. slot L EXISTING UNDERIGROUND UTILITIES ARE AS A PER AVAILABLE RECON. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL 2 S'25' I0CAT I ON AND ELEVATION IN THE FIELD. CONTRACTOR SHALL CALL EACH UT I L I TY PR I OR TO ANY WORK. T T !. ALL NANIiWE AIS CLEANOUT INKS AISSHALL BE CONSTRUCTED 6' BELOW FINISHED GRADE 8Y SEVER CONTRACTOR AND 2 s 4 S • 10 10 • 4.S S SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. LE vE L L ONE - 10. ALL VALVE FRAMES AND COVERS SMALL BE CONSTRUCTED r BELOW ' ,,A.-,• ,�� ,�, 020' oto' o �o' s�.p. � �s" �' SPADE BY PFINISHED AYING II NGDE BCONTR�ARCTOR�AFTEROCOMiPLETAND �I COMBE PLETION PAY I �0 TO _ 2w• - 2 - - - • • , , . i i. INFER TO C I TY OF FONTANA, CNIOERGROLNID-� UT I L I TY LOCAT I ON 6 SIDEwA�K �� , , 2 S�OEwA� K O STANDARD DETAIL i29. O 75 AC PAVEMENT 12. THE CONTRACTORS) SHALL 0001 i NATE CONSTRUCTION WITH ALL OCURo •CUTTER • CURS • GUTTER UTILITIES AND OTHER I NAMEMENTS INCLUDING. BUT NOT L I M I TED TC = E • 0 o; 12" COMPACTED O3 TC = E • o 10' TO GAS, TELEPHONE, ELECTR I CAL, L I GHT 1 N6, TELEV I S I ON CABLE. IrL _ E - o 5 NATIVE SOIL FL = E - 0 57LANDSCAPING, LANDSCAPING I RR I GAT I ON, DOMESTIC WATER, RECLAIMED NATER, SEWER, STORM DRAINAGE, FLOW CONTR9. T. I. _ SYSTEMS, ETC. TYPICAL STREET SECTION WCF) i 3. AS BUILT DRAW I NGS SHALL BE PROV I DED BY THE CONTRACTOR TO THE NTS CITY OF FONTANA. ERICA LN.- F RD. - LE AT H E RL E A F R D. - VER 14. TYPE, LOCATION AND WIDTH of oR I VEWAY APPROACH APf�10NS MILL BE B E N A R D. DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM WITH THE CITY OF FONTANA STANDARD DETAILS AND DETAILS HEREON. CONSTRUCTION NOTES AND QUANTITY ESTIMATES 15. CONTRACTOR 13 INSTRUCTED TO REFER TO -THESE PLANS AND THE N0. ITEM QUAN. UNIT 15 INSTALL 24" R.C.P., CLASS IV 60 L.F. 16 INSTALL 30" R.C.P., CLASS IV 171 L.F. I © CONSTRUCT M.H. NO. I PER L.A.C. F.C.D. STD. i EA. O DWG. 2 - 0102 18 O CONSTRUCT C.B. NO. 3 PER L.A.C.F.C.D STD. DWG.2-DI63 W= 7' V=3.75 EA. WITH LOCAL DEPRESSION, PER I L.A C. F.C.D. STD. DWG. 2-D88 CASE C I9 CONSTRUCT C.B. NO. 3 PER L.A.C.F.C.D STD. DING. 2-0163 W=21 I V =4.75' WITH LOCAL DEPRESSION PER I EA. 487865 L.A.C.F.C.D. STD. DWG. 2-D88 CASE "C" 45,060 47,730 OCJ!-�ST,L�'1LT �,cr�,eET� ��� �� L.A.• ��'• ?�. ( Ems. TYPICAL STREET SECTION (6"CF) .gyp%� � ��¢-3� �T �-45-1A-,�-��-,�' F/OOLELEAF READ LEATf1EfLEAF AMP, YAif,40N lrUtT SMDffTfF_ E LANE R'/VET Ct�%�T F/�PElH.O�P/V .PDAD, P1 ANE T�fE DAD, CH/G'��Y BO,�D, G�PABLE' l'DU.PT N0. ITEM TOTAL L"T 14240-1 14240-2 14240-3 14240 QUANTITY QUANTITY QUANTITY QUANTITY QUANTITY O CONSTRUCT "A.C. OVEIC A.B. PAVING. (A55UME 31" A.C. OVER NATIVE SOIL. E5TIMATING PURP05E5 ONLY. FOR ACTUAL PAVING TNICKNE55E5 TO BE DETERMINED PER PAVING NOTE HEREON) 171,878 s . F . 487865 30,223 45,060 47,730 OCONSTRUCT CONCRETE CURB AND GUTTER (6"C.F. PER CITY OF FONTANA STANDARD DETAIL 101) . 8,281 L.F. 1,537 11766 21370 2,608 3 O CONSTRUCT CONCRETE CURB AND (;UTTER (8"C. F. PER CITY OF FONTANA STANDARD DETAIL 101)• 902 L.F. 902 0 0 0 OCONSTRUCT CONCRETE CURB AND GUTTER (619C.1p. TRANSITION TO 6"C -F- PER CITY OF FONTANA STD. DET. 100). 218 L.F. 218 0 0 0 OS CONSTRUCT STANDARD CROSS GUTTER AND SPAN'DRELL PER CITY OF FONTANA STANDARD DETAIL 104. 2,180 S.F. 727 0 1090 363 OCONSTRUCT 4" THICK CONCRETE SIDEWALK WIDTH AND LOCATION PER PLAN. 39569 s . F . 119360 71064 10220 10,925 lO ADJUST VALVE COVERS To NEN GRADE. EA OADJUST MANHOLE COVERS TO GRADE PER DETAIL 109. 20 EA. 5 3 8 4 9O CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA STANDARD DETAIL 104 A. 14 EA. 6 0 6 4 AO INSTALL STREET LIGHT 5500 LUMEN H IGN PRESSURE SODIUM LAMP, 21 EA. 6 4 6 5 COSEA HEADS W/CUT OFF LENSE LIGHT FIXTUKE INSTALLED BY S.C.E. 1 1 CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD. DETAIL 102 A W-- 16' ( EXACT LOCATIOAI TO BE DETEeMINED 166 EA. 42 39 37 48 AT THE TIME OF CONST RUCT I ON.) SPECIFICATIONS, AND WHERE THERE IS OR MAY BE A CONFLICT SHALL IMMEDIATELY REPORT SAID CONFLICT OR POSSIBLE CONFLICT TO THE OWNER'S REPRESENTATIVE. 16. STER I LANT IEQU I RED UNDER ALL A. C. PAVEMENT. 0. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAS BEEN PLACED, INSPECTED AND APPROVED. ie. THE MALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL -BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT DANS. TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. i9. THE CONTRACTORS) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 6 ABOVE FROM CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. SEE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SECT ION 306-1. 1. 6. 20. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY'S INSPECTOR. 21. ACTUAL PAVEMENT THICKNESS TO BE DETERMINED BY SOIL ENGINEER AFTER COMPLETION OF ROUGH GRADIN 22. ADEQUATE STAKES SHALL BE SET BY THE ENG I NEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE NOW TO THE PLAN GRADES. at -ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIM TO WORKING AROUND THEIR FACILITIES. 24. ALL BACKFILL TO BE CERTIFIED BY SOILS ENGINEER. 25. BACKFILL MATER i ALS TO HAVE A S. E. OF 30 (M 1 N0 AND 'NIK COMPACTION OF 901 26. THE CONTRACTOR SIS REQUIRED TO HAVE A FULL SET OF L. A. C. F. C. STANDARDS ON SITE AT ALL TIMES PRIOR TO STORM DRAIN CONTRUCTION. 27. PRIOR TO CONSTRUCTION OF WATER SEVER ANI STORM DRAIN LINES THE CONTRACTOR SHALL EXPOSE THE EXISTING NATER SEWER AND/OR STORM DRAIN LINES WHERE CONNECTIONS WILL CUR AND VERIFY THEIR ELEVATION AND LOCATION. APPROVAL B THE CITY OF FONTANA OF A PROPOSED CONNECTION TO A CITY FACILITY DOES NOT IMPLY APPROVAL OF THE CORRECTNSS PRIVATE ENGINEERS NOTICE TO ALL CONTRACTORS OF THE ELEVATION AND/OR LOCATION AS SHOWN ON PLANS. ------------------------------------------- 28. IF DURING CONSTRUCTION, GROUND WATER IS ENCOUNTERED, A THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND SYSTEM APPROVED BY THE CITY ENGINEER SHALL BE INSTALLED ' COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE TO DEWATER SAID AREA AT THE DIRECTION OF THE SOILS COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY ENGINEER. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR FOR ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF 29. ALL EXPOSED METAL SURFACES SHALL BE GALVANIZED IN APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE ACCORDANCE WITH THE CITY STANDARD SPECIFICATION. VOA HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, I MDEMN I FY, AND NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS.. HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES ' A, �►.�'�' �� � LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR PRIVATE ENGINEER'S NOTE,`�' A PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE FOR THE PROTECTION OF, AND ANY DAMAGE TO, THESE LINES OR THE PRIVATE ENG I NEER SIGNING THESE PLANS IS RESPONS I BLE. FOR INC. 1,4375 ENGINEER. STRUCTURES. ASSURING THE ACCURACY AND ACCEPTABILITY OF THE WORK HEREON.4Lf9P.3Asv93 IN THE EVENT OF DISCREPANCIES ARISING IYJRING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN �i CNvit,. NOTE TRANS i T i ON DOES MOT CHANGE TYPICAL STREET SECTION REMAINS PER STANDARD SHOWN ABOVE (F . L .• TC -0 . 5 7') ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY 'lf Ci CALtF��`' THE C f TY. GRADE BRAKE OCCURS ON CURB PROFILE ONLY. A TRo 1424 • 0� ! AS � BUILT I2-* 2T� 93 la