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Home My WebLink About1637-1"941 �'/VERS/OEC CO. VICINITY MAP NO SCALE ,:::)Frj�j\/11 �1f I�F�T I�IpI1��C)�VIE�t►;�IEl�lf ULALl�� IF �f�'r�IT �41►fi�1,� , ICA Ullf CUS I A TRACT NO,, 14138, & 14138 - l (J E MPw�vll Im 1R .. R/w SS � ' s P.U.E. , F, WE 2s is -rdW ROPIC / T I-` \ US ` E3r--� r- L ' 2.4 4.5� •' 10 10 •' 4.S' CO-, 11 A LEVEL. L 11W 0.01 ®. iI0' 0 . td' 0.10'+ 1A I 2% : �c%2U�.4 ,•4!/CIC/��-- S ft0[NALK si a ♦ SIDEWALK Ile,O I At ►AVE ME MT �IE- 3 � CURS • QUTT E R •" CUM'S i •UT T[IR TC = IL ♦0.10O ' 12" COMPACTED 3 TC = E• 0. 10' , 1 2� 20 18 17 16 15 13 12. 11 10 a. 7 FL 2 E ' 0.57' NATIVE SOIL FL = E ' O 57 5 TYPICAL STREET SECTION(8l CF)- 157- N T. S. 1 T F , N Di 1413 1 32 33 34 35� 36 37 38 39 40 41 42 43 Z5, 5, 45 , � � CONSTRUCTION NOTES AND QUANTITY ESTIMATES r i`U Q Ll >rrl)-� � r JN Di INDEX MAP 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 AND 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 ENGINEER. THE E.KISTANCE 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. s POE.. ., �,. telly. P.l�E . • ITEM TOTAL MMT TRACT TRACT 114138-1 ANTITY 14134 0CONSTRUCT A.C. OVER 12" COMPACTED 93,570 42,0 5/4' NATIVL SOIL. S.l. 2O CONSTRUCT CONCRETE CURB AND GUTTER (6"C.F. PER CITY OF FONTANA STANDARD DETAIL 101) . L.F. � 2, Z23 3O CONSTRUCT CONCRETt CURB AND GUTTER (S"C.F. - PER CITY OF FONTANA STANDARD DETAIL 101). 1 1 OCONSTRUCT CONCRETE CUR!! AND MTTER (6"C . ! . IEI�L'rL L/it/!'f TRANSITION TO • C.P. 1 L.l. OS CONSTRUCT STANDARD CROSS GUTTER AND SPANDRELL �� ' • ' PER CITY OF FONTANA STANDARD DETAIL 104. S.F. ' w .3aS" OCONSTRUCT 4" TWICI CONCRETE SIDEWALK MIDTR AND LOCATION PER PLAIT . t5 74� s. ! . eo 13G7 �T� �,!'� �� IiE.0 RAMPED CURS RETURN PER CITY OF � � �CUt1S � �C/1�E;Q /l G`L'��.•IC'rG� * QCONSTRUCT 9 df0.07 4t ZA. G z I5 TYPICAL STREET SECTION 6' CF rA I '50-=- M. N. . • ITEM TOTAL MMT TRACT TRACT 114138-1 ANTITY 14134 0CONSTRUCT A.C. OVER 12" COMPACTED 93,570 42,0 5/4' NATIVL SOIL. S.l. 2O CONSTRUCT CONCRETE CURB AND GUTTER (6"C.F. PER CITY OF FONTANA STANDARD DETAIL 101) . L.F. 2,/GO 2, Z23 3O CONSTRUCT CONCRETt CURB AND GUTTER (S"C.F. PER CITY OF FONTANA STANDARD DETAIL 101). OCONSTRUCT CONCRETE CUR!! AND MTTER (6"C . ! . TRANSITION TO • C.P. Ile. L.l. OS CONSTRUCT STANDARD CROSS GUTTER AND SPANDRELL 770 PER CITY OF FONTANA STANDARD DETAIL 104. S.F. 'EPSs .3aS" OCONSTRUCT 4" TWICI CONCRETE SIDEWALK MIDTR AND LOCATION PER PLAIT . t5 74� s. ! . /207d 13G7 RAMPED CURS RETURN PER CITY OF QCONSTRUCT 9 FONTANA STANDARD DETAIL 104 A 4t ZA. G z I5 INSTALL 2"/ 4" f4+c.40w-w- rA I '50-=- M. N. .50 •KSPF STREET LIGHT - 58M I-UwIrN N IGH rMSSuft eon4pm I� LAMP - INS At -LED 8Y G.C.IZ6. /2 kA G �, STORM DRAIN QUANTITY: 16 CONSTRUCT 30" R.C.P. , CLASS 17 5 L.F. S - 17 CONSTRUCT C.S. NO.3 PER L.A►.C.F.C..D. 2D -1+63,W= 10' 1 E.A. I to CONSTRUCT J.S. NO -3 PER L.A.C.-F.C.D. 2`-D191 2 E.A. 2 -- 19 CONSTRUCT C. S. N0.3 PER L.A.C.F.C.D. 2 -D 163 W=14' Z E.A. 2 - 20 CONSTRUCT Id" R.C.P. , CLASS X 9 L. F. 9 - NOTE: IMANS 1 T I 011 DOE'S NOT CNANGt TYPICAL STREET 'SECTION REMAINS PER STANDARD SHOW ABOVE (! . L .• *-.-0 . si) GRADE BRAKE OCCURS ON CURB PROFILE ONLY. 6-l9-8� 7 A�iD�p . $r -BEET L iQf/TS APPROVED: BENCH MARK: RR SPIKE ON PP -#F-674320 AT THE INTERStCTION OF JURUA4 AVENUE AND MULBERRY AVENUE ELEV. 918.40 REV. DATE DESCRIPTION I DATE APP GENERAL CONSTRUCTION NOTES: L THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM 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- k OBTAINED FROM FONTA14A PUBLIC WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. 3. STATION 1 N16 REFERS TO THE CENTERL I NES OF STREET. 4. CURB DATA REFERS TO THE FACE OF THE CURB. S. ALL EXPOSED C%%XTE SHALL C'ONFORN IN GRADE. MOR AND FINISH TO ALL ADJOINING CURBS AND SIDE ALKS► S. PAVEMENT SECTIONS SHOfIM ARE NINiNUN AND SUBJECT TO REVISIN AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TEST TAKEN AFTER COMPLETION OF ROUGH GRADING. 7. ALL LODERGOW VW SHALL BE COMPLETED PRIOR TO PAT I N6 OF (STREETS. 1. EXISTING tROMOM UTILITIES ARE AS PER AVAILABLE RECORD'S. THE CONTRACTOR SHALL !IE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD. CONTRACTOR SHALL CALL EACH UTILITY PRIOR TO ANY WORK. 9. ALL MANHOLE AN 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 AM COVERS SHALL BE CONSTRUCTED IF BELOW FINISHED GRADE BY WATER 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 CONTRACTORS) SHALL COORDINATE CONSTRUCTION WIN ALL UTILITIES AND OTHER IMRPOVEMENTS INCLUDING, BUT NOT LIMITED TO GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE, LANDSCAPING, LANDSCAPING IRRIGATION, DOMESTIC WATE %L RECLAIMED WATER, SEWER, STORM DRAINAGE, FLOOD CONT SYSTEMS, ETC. i3. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE CITY OF FONTANA. 14. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM WITH THE CITY OF FONTANA STANDARD DETAILS AND DETAILS HEREON. 15. 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. It STEP ILANT REQUIRED UNDER ALL A. C. PAVEMENT. 0. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAS BEEN PLACED, INSPECTED AND APPROVED. �- 11. THE NALLS AND FACES OF ALL EXCAVATIONS OKATER TRAM FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORIMS 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 MOVEMENT IMAY BE EXPECTED. 11L THE CONTRACTORS) SHALL OSTA 111 A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCAIBED IN NOTE 18 ABOVE FROM CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. SEE ;STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SECT ION 306- L 1.6. 20. 00 TRENCH BACKFILL SHALL TAKE PLACE 111 TROUT PRIOR APPROVAL SOF THE CITY'S INSPECTOR. 21. ACTUAL PAVEMENT THICKNESS TO BE DETERMINED BY 901L ENGINEER ,AFTER COMPLETION OF ROUGH GRADING. 2L ADEDUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 21 ALL UTILITY COMPANIES SMALL BE GIVEN 48 HOURS NOTICE PRIM TO WORKING AROUND THEIR FACILITIES. 24. ALL BACKFILL TO BE CERTIFIED BY SOILS EMS IREElt � 2S. BACKF I LL NATER i ALS TO HAVE A S. E. OF 30 (M 110 AND M Ii. COMPACTION OF 90x. a OFESS/ N4. 1,,417 ' Mc CUTCHAN CO, INC. CITY SOF FONTANA CALIFORNIA 265 N. SAN GABRIEL BVD. (818) 5M -M74 PUBLIC 'WORKS (DEPARTMENT - PASADENA, CALIFC RNA 91107 M. S6 SOUTHRIDGE VILLAGE TRACT NO. 14138 - 1 _D E. TUTT R.GE. 14375 T � E M. STREET MIAMOVEMIENT PL A DEC. 13811 chwom V: E2 51 -V . ■ o • Yl I� GENERAL CONSTRUCTION NOTES: L THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM 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- k OBTAINED FROM FONTA14A PUBLIC WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. 3. STATION 1 N16 REFERS TO THE CENTERL I NES OF STREET. 4. CURB DATA REFERS TO THE FACE OF THE CURB. S. ALL EXPOSED C%%XTE SHALL C'ONFORN IN GRADE. MOR AND FINISH TO ALL ADJOINING CURBS AND SIDE ALKS► S. PAVEMENT SECTIONS SHOfIM ARE NINiNUN AND SUBJECT TO REVISIN AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TEST TAKEN AFTER COMPLETION OF ROUGH GRADING. 7. ALL LODERGOW VW SHALL BE COMPLETED PRIOR TO PAT I N6 OF (STREETS. 1. EXISTING tROMOM UTILITIES ARE AS PER AVAILABLE RECORD'S. THE CONTRACTOR SHALL !IE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD. CONTRACTOR SHALL CALL EACH UTILITY PRIOR TO ANY WORK. 9. ALL MANHOLE AN 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 AM COVERS SHALL BE CONSTRUCTED IF BELOW FINISHED GRADE BY WATER 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 CONTRACTORS) SHALL COORDINATE CONSTRUCTION WIN ALL UTILITIES AND OTHER IMRPOVEMENTS INCLUDING, BUT NOT LIMITED TO GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE, LANDSCAPING, LANDSCAPING IRRIGATION, DOMESTIC WATE %L RECLAIMED WATER, SEWER, STORM DRAINAGE, FLOOD CONT SYSTEMS, ETC. i3. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE CITY OF FONTANA. 14. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM WITH THE CITY OF FONTANA STANDARD DETAILS AND DETAILS HEREON. 15. 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. It STEP ILANT REQUIRED UNDER ALL A. C. PAVEMENT. 0. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAS BEEN PLACED, INSPECTED AND APPROVED. �- 11. THE NALLS AND FACES OF ALL EXCAVATIONS OKATER TRAM FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORIMS 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 MOVEMENT IMAY BE EXPECTED. 11L THE CONTRACTORS) SHALL OSTA 111 A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCAIBED IN NOTE 18 ABOVE FROM CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. SEE ;STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SECT ION 306- L 1.6. 20. 00 TRENCH BACKFILL SHALL TAKE PLACE 111 TROUT PRIOR APPROVAL SOF THE CITY'S INSPECTOR. 21. ACTUAL PAVEMENT THICKNESS TO BE DETERMINED BY 901L ENGINEER ,AFTER COMPLETION OF ROUGH GRADING. 2L ADEDUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 21 ALL UTILITY COMPANIES SMALL BE GIVEN 48 HOURS NOTICE PRIM TO WORKING AROUND THEIR FACILITIES. 24. ALL BACKFILL TO BE CERTIFIED BY SOILS EMS IREElt � 2S. BACKF I LL NATER i ALS TO HAVE A S. E. OF 30 (M 110 AND M Ii. COMPACTION OF 90x. a OFESS/ N4. 1,,417 ' Mc CUTCHAN CO, INC. CITY SOF FONTANA CALIFORNIA 265 N. SAN GABRIEL BVD. (818) 5M -M74 PUBLIC 'WORKS (DEPARTMENT - PASADENA, CALIFC RNA 91107 M. S6 SOUTHRIDGE VILLAGE TRACT NO. 14138 - 1 _D E. TUTT R.GE. 14375 T � E M. STREET MIAMOVEMIENT PL A DEC. 13811 chwom V: E2 51 -V . ■ o