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Home My WebLink About1884-1S. P. R. R. FONTANA AVE. L<L31 wi LLil Q:: cn < 1� c m a. u Ln AVE. EAST ,ILLA j LEA ol VILLAGE ST SAN BERNARD INO'CO. JURUPA'N REGIONAL JURUPA HILLS- FARK RIVERSIDE CO. VICINITY MAP, N. T. S. TREET IMPROIfEANENT , PLJIN 10 SLOVER Li uj < CONSTRUCT - A.C. OVER m C> S. F. 570 4TH STREET, P.O. BOX 6226� C) w w tt,) K JURUPA FONTANA AVE. L<L31 wi LLil Q:: cn < 1� c m a. u Ln AVE. EAST ,ILLA j LEA ol VILLAGE ST SAN BERNARD INO'CO. JURUPA'N REGIONAL JURUPA HILLS- FARK RIVERSIDE CO. VICINITY MAP, N. T. S. TREET IMPROIfEANENT , PLJIN 10 FONTANA CALIFORNIA TF 1\10i I/1c;:`I8 ...................... ''I'll'I'l��I �_Z_11�_xj - .3 _�� , _24WD F?/W .4NI) a _FR 1108JI97 I,, PIPE LINE ri ................ AVE 4 GRAPHIC SCALE NOTES: 1. 6' OF FULL HEIGHT CURB REQUIRED BETWEEN 3' CURB TRANSITION AND LINE FROM COMMON PROPERTY CORNER AT RIGHT ANGLES TO THE CURB. 2. DRIVEWAY APRON 10' MIN., 14' MAX. ( 3' TRANSITION 3. * APRON REQUIRED AT KNUCKLES AND CUL-DE-SACS W FACE OF SIDEWA 10 yp 3.51 3.5 4m.11 n. n. A' 3' TYPICAL DRIVEWAY ENTRANCE PFR STANDARD 102 (MOINFIED) N. T. S. INDEX MAP SCALE: W = 100' C I TY OF FONTANA -TRACT NO.- 146,31 L -Li LL, L -LI b-1 �j L -LI C� L -LI 8353 SIERRA AVENUE I TEM _f�q 1\10, �-/_Ir,028-1 TELEPHONE (714)350-7610 CONSTRUCT - A.C. OVER SO. CALIF. GAS COMPANY -DISTRIBUTION FACILITIES S. F. 570 4TH STREET, P.O. BOX 6226� ck: j\/] F-) 8P .11- 51 0 0.201 LEVEL LINE tt,) K -Di 0 SO. CALIF. GAS COMPANY -TRANSMISSION DEPARTMENT 245 N. MOUNTAIN VIEW AVENUE 2191 BIRCH STREET POMONA, CALIFORNIA 91766 BREA, CALIFORNIA 92621 TELEPHONE( 213) 357-2257 OR( 800) 422-4133 U. S. A. TELEPHONE (714)529-2889 OR (800)422-4133 U.S.A. SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT SOUTHERN CALIFORNIA EDISON COMPANY 825 EAST THIRD STREET 1351 E. FRANCIS AVENUE, P.O. BOX 513 SAN BERNARDINO, CALIFORNIA 92408 ONTARIO, CALIFORNIA 92621 TELEPHONE (714)383-1665 TELEPHONE (714)947 -2996 -UNDERGROUND POWER PACIFIC TELEPHONE & TELEGRAPH COMPANY (714)875 -5100 -TRANSMISSION 3073 ADAMS STREET (213)637 -1233 -PIPELINES, OR O� 5 6 7 DOVER LANE CONSTRUCT STANDARD CROSS GUTTER AND SPANDREL SECTION S.F. 1�d� 0`1 4 \:rc, PER CITY OF FONTANA STANDARD DETAIL 104. 11925 SHEFFIELD ROAD STA.10+7T96- 14t35.00 NOT TO SCALE CONSTRUCT 4" THICK CONCRETE SIDEWALK WIDTH 3 AND LOCATION PER PLAN.(EXC. DWY-S) 14,040 QZ � 2 Q 80 EA. I 12 1 E SH E 9 21cc !A 59 EA. FONTANA STANDARD DETAIL 104 A. 10 CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF L. F. DO V L L AFNt 99 07 uj :C 58 ch CONSTRUCT STREET LIGHTS PER CITY OF FONTANA EA. STD. 5800 H.PS. 56 :z ui LLJ 57 cn LL, 47 L. F. 55 275 L. F. CONSTRUCT CATCH BASIN NO. :3 PER L. A. C. F. C. D. 2 EA. DWG. NO. 2-DI63 co 98 98 L EA. DWG. NO. 2-DI02 54 CONSTRUCT CONC. COLLAR PER L.A.C.17C.D. DWG, NQ 53 2-D393 (REINFORCING NOT TO BE OMITTED) LL, EA Lo REMOVE EXISTING CURB AND GUTTER 76 L. F. D REMOVE EXISTING 4 11 THICK SIDEWALK 304 S. F CONSTRUCT q'WIDE,_4" THICK CONC., WALK 1020 S. F qQNSTRUG-T LOCAL DEPR.E.551011 PER L.A.C.FC.D. DW6.AI0.2-066 2 52 51 50 49 FONTANA CALIFORNIA TF 1\10i I/1c;:`I8 ...................... ''I'll'I'l��I �_Z_11�_xj - .3 _�� , _24WD F?/W .4NI) a _FR 1108JI97 I,, PIPE LINE ri ................ AVE 4 GRAPHIC SCALE NOTES: 1. 6' OF FULL HEIGHT CURB REQUIRED BETWEEN 3' CURB TRANSITION AND LINE FROM COMMON PROPERTY CORNER AT RIGHT ANGLES TO THE CURB. 2. DRIVEWAY APRON 10' MIN., 14' MAX. ( 3' TRANSITION 3. * APRON REQUIRED AT KNUCKLES AND CUL-DE-SACS W FACE OF SIDEWA 10 yp 3.51 3.5 4m.11 n. n. A' 3' TYPICAL DRIVEWAY ENTRANCE PFR STANDARD 102 (MOINFIED) N. T. S. INDEX MAP SCALE: W = 100' C I TY OF FONTANA -TRACT NO.- 146,31 L -Li LL, L -LI b-1 �j L -LI C� L -LI 8353 SIERRA AVENUE I TEM FONTANA, CALIFORNIA 92335 UNIT TELEPHONE (714)350-7610 CONSTRUCT - A.C. OVER SO. CALIF. GAS COMPANY -DISTRIBUTION FACILITIES S. F. 570 4TH STREET, P.O. BOX 6226� COMPACTED NATIVE SOIL. (SEE GEN. NOTE 6) SAN BERNARDINO, CALIFORNIA 92408 0.201 LEVEL LINE TELEPHONE ( 714) 884-9411 OR ( 800) 422-4133 U. S. A. GENERAL TELEPHONE COMPANY SO. CALIF. GAS COMPANY -TRANSMISSION DEPARTMENT 245 N. MOUNTAIN VIEW AVENUE 2191 BIRCH STREET POMONA, CALIFORNIA 91766 BREA, CALIFORNIA 92621 TELEPHONE( 213) 357-2257 OR( 800) 422-4133 U. S. A. TELEPHONE (714)529-2889 OR (800)422-4133 U.S.A. SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT SOUTHERN CALIFORNIA EDISON COMPANY 825 EAST THIRD STREET 1351 E. FRANCIS AVENUE, P.O. BOX 513 SAN BERNARDINO, CALIFORNIA 92408 ONTARIO, CALIFORNIA 92621 TELEPHONE (714)383-1665 TELEPHONE (714)947 -2996 -UNDERGROUND POWER PACIFIC TELEPHONE & TELEGRAPH COMPANY (714)875 -5100 -TRANSMISSION 3073 ADAMS STREET (213)637 -1233 -PIPELINES, OR RIVERSIDE, CALIFORNIA 92504 (800)422-4133 U. S. A. TELEPHONE (714)359-2585 OR (800)422-4133 U. S. A. PRIVATE ENGINEER'S NOTE THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE CITY. R/W 5' P. U. E. I CONSTRUCTION NOTES AND QUANTITY ESTIMATES NO. I TEM TR 14631 UNIT CONSTRUCT - A.C. OVER 90, ['40 S. F. 10, COMPACTED NATIVE SOIL. (SEE GEN. NOTE 6) 1 0.201 LEVEL LINE 0. 20' CONSTRUCT CONCRETE CURB AND GUTTER( 6' C. F. 3,145 L. F. PER CITY OF FONTANA STANDARD DETAIL 101) 4% SIDEWALK 0 % 4 0 0. 4 0. 0. 0 0 0 V SIDEWALK tr CONSTRUCT CONCRETE CURB AND GUTTER (8* C.F. L. F. 8' CURB & GUTTER PER CITY OF FONTANA STANDARD DETAIL 101) 17591 8* CURB & GUTTER T. C. = C. L. + 0. 10' CONSTRUCT CONCRETE CURB AND GUTTER( 6' C. F. L. F. F. L. = C. L. - 0. 5-f TRANSITION TO 8" C.F.) 196 F. L. = C. L. - 0. 57' DOVER LANE CONSTRUCT STANDARD CROSS GUTTER AND SPANDREL SECTION S.F. SNOWDAN ROAD PER CITY OF FONTANA STANDARD DETAIL 104. 11925 SHEFFIELD ROAD STA.10+7T96- 14t35.00 NOT TO SCALE CONSTRUCT 4" THICK CONCRETE SIDEWALK WIDTH S. F. AND LOCATION PER PLAN.(EXC. DWY-S) 14,040 ADJUST MANHOLE COVERS TO GRADE PER CITY OF EA. FONTANA STANDARD DETAIL 109 12 CONSTRUCT RAMPED CURB RETURN PER CITY OF EA. FONTANA STANDARD DETAIL 104 A. 10 CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF L. F. FONTANA STD. DET. 102 99 CONSTRUCT STREET LIGHTS PER CITY OF FONTANA EA. STD. 5800 H.PS. 12 CONSTRUCT 18" R.C.P. STORM DRAIN 47 L. F. CONSTRUCT 24" R.C.P. STORM DRAIN 275 L. F. CONSTRUCT CATCH BASIN NO. :3 PER L. A. C. F. C. D. 2 EA. DWG. NO. 2-DI63 CONSTRUCT M. H. NO. I PER L. A. C. F. C. D. I EA. DWG. NO. 2-DI02 CONSTRUCT CONC. COLLAR PER L.A.C.17C.D. DWG, NQ 2-D393 (REINFORCING NOT TO BE OMITTED) EA REMOVE EXISTING CURB AND GUTTER 76 L. F. REMOVE EXISTING 4 11 THICK SIDEWALK 304 S. F CONSTRUCT q'WIDE,_4" THICK CONC., WALK 1020 S. F qQNSTRUG-T LOCAL DEPR.E.551011 PER L.A.C.FC.D. DW6.AI0.2-066 2 EA. USE 4"A.C. FOR E571MATE R/W R/W 5 PU.E. 50 -5 R U, I 25 ';-IMPROVEMENTS 25 7 18 18 7 4.5 0.03 0103 4.5 3/ 8" UP 0.00, 3/8" LIP SLOPE 1/411. 0.33 LEVEL v LINE .33 SLOPE 0"14 0 6 W9 7 6 2 A.C. PAVEMENT (D COMPACTED NATIVE SOIL 0.47 TYPICAL STREET SECTION N.T. S. BRIDGEWATER DRIVE T1= rL IMPROVEMENTS 510 1 R/W 15' P. U. E. 71 18 1 18' 7' 4.5' 81 10' 10, 81 4.5' 2.5' S1oP8 0.10' 0.201 LEVEL LINE 0. 20' 0.10, 1/40. slope 2 % 4% SIDEWALK 0 % 4 0 0. 4 0. 0. 0 0 0 V SIDEWALK tr .00,00. 8' CURB & GUTTER 12" COMPACTED A.C. PAVEMENT 8* CURB & GUTTER T. C. = C. L. + 0. 10' NATIVE SOIL T. C. = C. L. + 0. 10' F. L. = C. L. - 0. 5-f F. L. = C. L. - 0. 57' DOVER LANE TYPICAL STREET SECTION SNOWDAN ROAD SHEFFIELD ROAD STA.10+7T96- 14t35.00 NOT TO SCALE TI R/W 5' P. U. E I (� IMPROVEMENTS 510' R/W, 15 P.U.E. 71 18' 18, 7' 2. 5' 4. 5' 81 10, 10' 81 4.5' 2. 5' Slope 1/4*.- f 0. 07' 0.20, LEVEL LINE 0. 20' 0. 07' 1/4' - 1' SI Ope A 2% mr: AT - a 4% 4% 7rsIDEWALK sl WALK 12* COMPACTED C. PAVEME T 6" CURB & GUTTER NATIVE SOIL 6' CURB & GUTTER T. C. = C. L. - 0. 07' T. C. = C. L. - 0. 079 F. L. = C. L. - 0. 57' TYPICAL STREET SECTION F.L. =C.L. -0.57' ABERDEEN DRIVE NOT TO SCALE SHEFFIELD ROAD STA. 14+75.0 - 16*27.41 T I rc COVENTRY LANE ss/0 a BRISTOL COURT CANTERBURY COURT ta.%a �d. co NO. RCE 40982 m EXP. 3-31-91 OF -A GENERAL CONSTRUCTION NOTES: 1. 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. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. 3. STATIONING REFERS TO THE CENTERLINES OF STREET EXCEPT W ERE OTHERWISE NOTED. 4. CURB DATA REFERS TO THE FACE OF THE CURB. 5. ALL EXPOSED CONCRETE SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. 6. PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TEST TAKEN AFTER COMPLETION OF ROUGH GRADING. 7. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS. 8. EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD. CONTRACTOR SHALL CALL EACH UTILITY COMPANY PRIOR TO ANY WORK. 9. ALL MANHOLE 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 6 )1 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 CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRICAL, LIGHTINGs TELEVISION CABLE, LANDSCAPING, IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAINAGE, FLOOD CONTROL SYSTEMS, ETC. 13. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE CITY OF FONTANA. 14. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS 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. 16. STERILANT REQUIRED UNDER ALL A. C. PAVEMENT. 17. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAS BEEN PLACED, INSPECTED, AND APPROVED. 18. THE WALLS 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 MEANS. TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 19. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 18 ABOVE FROM CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. SEE STANDARD SPECIFICATIONS FOR PUBLIC WOOKS',CONSTRUCTION SECTION 306-1. 1.6. 20. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY' S INSPECTOR. 21. PRIOR TO CONSTRUCTION OF WATER, SEWER AND / OR STORM D ' RAIN 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 CORRECTNESS OF' THE ELEVATION AND / OR LOCATION AS SHOWN ON THE PLANS. 22. CONTRACTOR IS REQU I RED TO HAVE A FULL SET OF L. A. C. F. C. D. STANDARDS ON SITE AT ALL TIMES, PRIOR TO STORM DRAIN CONSTRUCTION. 23. IF DURING 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 ENGINEE.R.. 24. TRAFFIC STRIPES AND SIGNS SHALL BE CONSTRUCTED TO MEET STANDARDS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS SECTIONS 56 AND 84. PRIVATE ENGINEER'S NOTICE TO 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 EXISTANCE 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 SOLELY RESPONSIBLE FOR THE PROTECTION OF, ANDANY DAMAGE TO, ANY EXISTING IMPROVEMENTS.