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Home My WebLink About2001-1Av1r&APZ1 CO. AVWIV -low tYAFArA4 GW CA VICINITY MAP NO SCALE Z7 --- I O(D 01, 1 rte= � • -� .�3' 47 IE a C" A � j r� �rl: D J :, � �� r� :� � �� r �� -r TRACT N0,6 14242 TIMBER TERRACE CYPRESS AVENUE STORM DRAIN QUANTITY ESTIMATES H d INDEX MAP T� ,e* Z'Co�Fi4c7�.b l�cCf171Z T1. 5.5 TYPICAL STREET SECT ION.(6 w -I, 14242- 2, 14242 l � � tL1 4 � t� CONSTRUCTION NOTES AND QUANTITY ESTIMATES 7 5 tt1 0 i NO. ITEM Q UAN. UNIT 142421 242 42422 14242 3•;'3 2J63 2705 �1 21 INSTALL 30" R.C.R, CLASS IV 360 $ 136 LF 2� CONSTRUCT C.B. NO. 3 PER L.A.C.FC.D. STD. DWG.2-DI63 W=A V=5 WITH LOCAL DEPRESSION PER L.A.C.FC.D. STD. DWG. 2-D88 CASE C 1 0 1 EA. OCONSTRUCT STANDARD CROSS GUTTER AND SPAMMILL PER CITY OF FONTANA STANDARD DETAIL 104. I�540 S.F. 770 �- 770 aCONSTRUCT 4" THICK CONCRETE SIDEWALII WIDTH AND LOCATION PER PLAN. PRIVATE ENGINEERS NOTICE TO ALL CONTRACTORS ------------------------------------------- THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY FOR ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY ASID ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENG I NEER. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO, THESE LINES OR STRUCTURES. 140• OAGGREGATE JCONSTRUCT ITEM :::4 CONSTRUCT 4" MIN. A.C.(OR EQUIVALENT SECTION OFA.C. ON II BASE) OVER 12'MIN. OF 950/o COMPACTED NATIVE ONLY. ASSUME 4" A.C. OVER NATIVE FOR ESTIMATING PURPOSES CTUAL PAVING THICKNESS TO BE DETERMINED PER PAVING NOTE NO. 21 ON SHT. NO.1, BUT SHALL BE NO LESS THAN THE MIN. 4" THICKNESS OFA.C. CONCRETE CURB AND GUTTER (6"C. F. PCX CITY OP PONTAMIA STANDARD DETAIL 101) . TOTAL 129,875 70510 UWT S.F. L . E . 142421 242 42422 14242 3•;'3 2J63 2705 �1 AhJUST MANHOLE COVERS TO GRADE 2.1 E.A. $ 5 9 O OCONSTRUCT STANDARD CROSS GUTTER AND SPAMMILL PER CITY OF FONTANA STANDARD DETAIL 104. I�540 S.F. 770 �- 770 aCONSTRUCT 4" THICK CONCRETE SIDEWALII WIDTH AND LOCATION PER PLAN. 301 36 S , � 2x,416 o ___ CONSTRUCT RAMPED CURB RETURN PER CITY OF MONTANA STANDARD DETAIL 1'04 A. 14 EA . 6 2 s 010 10, J i3 _ "MEMO 14 RE51aE1�T1AL. CONSTRUCT DRIVEWAY PE.R CITY ny FONTANA STD. DET. 102-7(. A 140 EA. 47 47 46 15 STREET LIGHT - 5800 LUMEN HION PRESSURE SOOILMM LAM R COBRA HEADS W CUT OFF LENSE LIGHT FIXTURE INSTALLED BY S.C.E. 16 EA. 6 4 6 NOTE: TRANSITION DOES NOT CHANGE TYPICAL STREET SECTION REMAINS PER STANDARD SHOWN ABOVE (F.L.n J-0.41) GRADE BRAKE OCCURS ON CURS PROFILE ONLY. G7r'� �.er��.4 �4✓E �N� ,�-�t��LBE,�Y �v�' E'.�EY ��4 REV. DATE DESCRIPTION 14413 DATE Mr`s' GENERAL CONSTRUCTION NOTES: i. THE COWTAUCT I ON OF ALL PUBL 1 C I MPROYEME1i'TS SHALL COpF= TO THESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD SPECIFICATIONS. PUBLIC WORKS DEPARTMENT, CITY OF FONTANA. REFER TO DEFINITIONS AND TERMS IN CITY STANDARD SPECIFICATIONS, DATED 1975. 2 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA PUBLIC WORKS DEPARTMENT PAIOR TO START OF ANY MOFK WITHIN THE CITY LIMITS. L STATIONING REFERS TO THE CENTERLINES OF STREET. L CUA DATA NFERS TO THE FACE V THE Com. Sr ALL EXPOSED CONCRETE SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. L PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM ANO SUBJECT TO REVISION AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 7. ALL W= MIALL K COUTED PR 100 TO PAY 106 W STREETS. L EXISTING --------- M UTILITIES ARE AS A PER AVAILABLE AECM THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LDCATION AND ELEVATION IN THE FIELD. CONTRACTOR SHALL CALL NOWEACH UTILITY PRIOR TO ANY NOW L ALL MAMWE AND CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED 6' BELOW FINISHED GRADE BY SEWER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 10. ALL VALVE FRAMES AND COVERS SHALL BE CONSTRUCTED r BELOW FINISHED GRADE BY MATER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING, 11. REFER TO CITY OF FONTANA. UNDERGROUND UTILITY LOCATION STANDARD DETAIL 129. 12. THE CONTRACTOR(S) SMALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER IMRPOVEMENTS INCLUDING. BUT NOT LIMITED TO GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE. LANDSCAPING, LANDSCAP106 IRRIGATION, DOMESTIC WATER, RECLA114ED WATER, SEVER, STORM DRAIMAGE, FLOOD CONTROL SYSTEMS, ETC. 13. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTACTOR TO THE CITY OF FONTAU 14. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS WILL K DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM WITH THE CITY OF FONTANA STANDARD DETAILS AND DETAILS HEREC, 115. CONTRACTOR IS INSTRUCTED TO REFER TO THESE PLANS AND THE SPECIFICATIONS, AND WHERE THERE IS OR MAY BE A CONFLICT SHALL IMMEDIATELY REPORT SAID CONFLICT OR POSSIBLE CONFLICT TO THE OWNER'S REPRESENTATIVE. ii. STER I LANT REOU 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. I& THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAM FIVE (5) FEET IN DEPTH SHALL -BE EFFECTIVELY GUARDED BY A SHORIMi SYSTEM. SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. \ TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND M.OVEMIT MAY BE EXPECTED. It THE CONTRACTOA(S) SMALL OBTA I N'1 A PEM I T TO PEWMN EXCAVATION OR TRENCH WORT( AS DESCRIBED IN NOTEIS ABOVEFFM CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. SEE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SECTION 306-1.1. & 20. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR ANAL OF THE CITY' S INSPECTOR. 21. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR. BASE COURSE MATERIAL, FOR STRUCTURAL STREET SECTIONS SHALL .BE RECOMMENDED BY A GEOTECHNICAL ENGINEERING REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL. UPON COMPLETION OF ROUGH GRADING. 22. ADEQUATE STAKES SHALL BE -SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE iIIM TO THE PLAN GRADES. 23. ALL UTILITY COMPANIES SHALL BE GIVEN 4e HOURS NOTICE PRIOR TO � WOR(I M6 ARM THEIR FAC I L I T I ESQ 24. ALL BACKFILL TO BE CERTIFIED BY SOILS E06INEEP, 25. BACKF I LL MATER I ALS TO HAVE A & E. OF 30 ( N I M) AND N I N. COMPACT I ON OF 905. 2L THE CONTRACTOR IS REQUIRED TO HAVE A FULL SET OF L. A. C. F. C. STANDARDS ON SITE AT ALL T l MES PRIOR TO STORK DRAIN CONTRUCTION. 27. PRIOR TO CONSTRUCTION OF WATER SEWER AND/OR STORM DRAIN LINES THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER SEWER AND/OR STORM DRAIN LINES WHERE CONNECTIONS WILL OCCUR AND VERIFY THEIR ELEVATION AND LOCATION. APPROVAL , BY THE CITY OF FONTANA OF A PROPOSED CONNECTION TO A CITY FACILITY DOES NOT IMPLY APPROVAL OF THE CORRECTNSS OF THE ELEVATION AND/OR LOCATION AS SHOWN ON PLANS. 21L IF DUR I NOGG CONSTRUCTION, GROUND WATER IS ENCOUNTERED, A SYSTEM APPROVED BY THE CITY ENGINEER SHALL BE INSTALLED TO DEWATER SAID AREA AT THE DIRECTION OF THE SOILS ENGINEER. 29. ALL EXPOSED METAL SURFACES SHALL- BE GALVANIZED IN ACCORDANCE WITH THE CITY STANDARD SPECIFICATION. �aOD ssfoN� PR I VATE . ENG I NEER' S NOTE THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR, W �► �,! ASSURING THE ACCURACY AND ACCEPTABILITY OF THE WORK HEREON. °C NO. 143 TS IN THE EVENT OF DISCREPANCIES ARISING DURING CONSTRUCTION, * EXP 3/31/93 THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE CITY. sl C��tt ti if Of CA0$ `J�� MC CLITCHAN -CO., Na CITY OF FONTANA CALIFORNIA 2696 MATARO STREET (818)568-2474 PUBLIC WORKS DEPARTMENT AasaoENA, CALIFORNIA 9I10? Orer by kjp:�_.o.•..M. w TRACT N0. 14242 0.�. s"" SOUTHRIDG M.S. E VILLAGE I„ s 40& °rr-g� / RALD E TUTT R.C.E. 14375 EXP. 3-31-89 DOTE M. S. STREET I EMEN .__ __ ClNcsN by M. S. •..•.w. IY 021-1w