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Home My WebLink About1339-191517 Q � Q us ,vwr io Q Q SL 414ER AVENUE SEWE R IMPROVEMENT PLANS o ✓URUPA AVE/YUf -rRACT N0. 12693, - I - 2 oAll. FDNTANA CALIFORNIA W g PROJECT SITE s R/lleRS/Of AVEiYUE LOCATION MAP NOT ro scnLe �\p 0 DRI E CREST Iowa • �� SCALE:1= 100 1 2 3 4 5 (� 7 8 9� 1 Q 3 4 5 0 7' 8 0 10 11 12 13 1 8 i' 6 5 4 3 2 I �Zy B 0 D SA \ k_12_t_37 75 /3. C. 9_� \9,-k 9.5 73 L ONC VIEW DR. = \ /2 f 34.27 SKYLARK OR. EX/ST/NG M.11 4" I COUPLIN 4" IN F 0. D. WIN. I G ONE LAYER OF 15 Ib. BUILDING PAPER AS BOND BREAKER AROUND PIPE AND COUPLINGS* PROVIDE FLEXIBLE JOINT EXTERIOR TO AND WITHIN I' OF ENCASEMENT ENDS, CLASS I CONCRETE CONCRETE ENCASEMENT NO SCALE S� I,ECTEO NAT/VE SOIL / "IWAX SIZE , ;; ,w • ,, ' -COA, FACTED 70.50%40 � • . �•.' , r �` s - - TYPICAL BEDDING FOR 8" VCP 10' OR DEEPER NO SCALE /5f 35.B9 E. C. ¢° EX/ST/NG M H. CONSTRUCTION NOTES AND QUANTITY ESTIMATES NUMBER ITEM QUANTITY UNIT Ol INSTALL STANDARD 4811 PRE -CAST MANHOLES PER CITY.7 Z077NO. o .916W 67.4, EA. ZQrNO, OF FONTANA STANDARD DETAIL 112 27 /0 f 32 2, INSTALL STANDARD 4811 PRE -CAST DROP MANHOLE2 28 EA. 38 PER CITY OF FONTANA STANDARD DETAIL 111 29 // /4 3. INSTALL 8" WATER TIGHT PLUG WITH TIGHTENING 4 EA. BAND 31 11-193 4. INSTALL 811EXTRA STRENGTH VITRIFIED CLAY 21211 L.F. PIPE PER CITY OF FONTANA STANDARDS AND 33 12 f 75 SPECIFICATIONS 34 /3 f 30 5. INSTALL 411 EXTRA STRENGTH VITRIFIED CLAY 2,260 L.F. PIPE PER CITY OF FONTANA STANDARDS AND 36 /4 f 05 SPECIFICATIONS 6. INSTALL CONCRETE ENCASEMENT PER DETAIL THIS 220 L.F. SHEET I "IwAX/MUN SIZE �ELEC1E,0 NAT/XE 6EDD//VG COMPACr,E,O 710 00 TYPICAL BEDDING FOR 811 VCP LES S THAN 10' DEEP _ NO SCALE 1 PRIVATE ENGINEERS NOT ICE TO CONTRACTOR 1. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS, AND THOSE SHOWN ON THE RECORDS EXAMINED ARE SHOWN WITH THEIR APPROXIMATE LOCATION AND EXTENT. 2. IT SHALL BE THE, CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE NATURE OF EXISTING GROU-ND AND/OR THE FINISHED- GRADE IN THE VICINITY OF THE PROPOSED CONSTRUCTION AREA IMMEDIATELY PRIOR TO CONSTRUCTION. 3.' THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 4. THE CONTRACTOR SHALL UNCOVER ALL UTILITIES THAT HE MAY BE JOINING, CROSSING OR PARALLELING PRIOR TO ANY CONSTRUCTION TO VERIFY BOTH HORIZONTAL AND VERTI=CAL LOCATIONS. ANY CONFLICT OR DISCREPANCY SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO CONSTRUCTION, OTHERWISE 'THE CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR ANY COSTS OF RELOCATION OR ADDITIONAL COSTS OF CONSTRUCTION. 7AfAC7' /zc�0 -i I -A T�-1lE7A1. /_ 0CA 7ZON,6 Z077NO. o .916W 67.4, 4501111-7- 5'rA, ZQrNO, Oe,616 / S7-4. 46,eur,C?"5r.9 27 /0 f 32 37 /4 f 23 28 /0 97 38 /4f60 29 // /4 39 /5 f 00 30 11478 31 11-193 32 /2f 55 33 12 f 75 34 /3 f 30 35 /3 -A 48 36 /4 f 05 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.1 3. STATIONING REFERS TO THE CENTERLINES OF STREET EXCEPT WHERE OTHERWISE NOTED. 4. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS. 5. EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN T,HE FIELD . 6. 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 SH -ALL ALSO BE -GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 7. THE CONTRACTOR(S) 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 SECTION 306-1.1.6. 8. ALL MANHOLE 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. 9. REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION STANDARD DETAIL 129. 10. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORKS TO THE PLAN GRADES. 11. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE CITY OF FONTANA. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RESETTING OF ANY SURVEY MONUMENTS, STREET CENTERLINE MONUMENTS, OR BENCH MARKS WHICH ARE DISTURBED DURING CONSTRUCTION WHETHER THEY ARE SHOWN ON THE PLANS OR NOT. 13. ALL 411 HOUSE SEWER LATERALS SHALL BE INSTALLED ON A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. INSTALL SEWER CLEANOUT BOX FOR ALL HOUSE LATERALS PER STD. 125-A. 14. TERMINATE ALL 411 HOUSE SEWER LATERALS WITH A PLUG AT THE PROPERTY LINE UNLESS OTHERWISE NOTED. 15. CHIS. X SHALL BE PLACED ON THE CURB OVER LOCATIONS OF SEWER LATERALS BY THE SEWER CONTRACTOR. 16. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE HORIZONTAL LOCATION AND VERTICAL ELEVATIONS OF ALL UTILITY CROSSINGS FOR ALL UTILITIES CONSTRUCTED PRIOR TO THE SEWER. ANY DISCREPANCIES SHALL BE MADE IN WRITING TO THE OWNER PRIOR TO CONSTRUCTION. 17. CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED T0, GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE, LANDSCAPING, LANDSCAPING IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAINAGE, FLOOD CONTROL SYSTEMS, ETC. 48 -HOURS PRIOR TO EXCAVATION NEAR THEIR FACILITIES, NOTIFY: CITY OF FONTANA " 8353 SIERRA AVENUE FONTANA, CALIFORNIA 92335 TELEPHONE (714) 350-7610 SO. CALIF. GAS COMPANY - DISTRIBUTION FACILITIES 570 4TH STREET, P.O. BOX 6226 SAN BERNARDINO, CALIFORNIA 92408 TELEPHONE (714) 884-9411 OR (800) 422-4133 SO. CALIF. GAS COMPANY - TRANSMISSION DEPARTMENT 2191 BIRCH STREET BREA, CALIFORNIA 92621 TELEPHONE (714) 529-2889 OR (800) 422-4133 SOUTHERN CALIFORNIA EDISON COMPANY 1351 E. FRANCIS AVENUE, P.O. BOX 513 ONTARIO, CALIFORNIA 91761 TELEPHONE (714) 947-2996 - UNDERGROUND POWER (714) 875-5100 - TRANSMISSION (213) 637-1233 - PIPELINES, OR (800) 422-4133 GENERAL TELEPHONE COMPANY 245 N. MOUNTAIN VIEW AVENUE POMONA, CALIFORINA 91766 TELEPHONE (213) 357-2257 OR (800) 422-4133 SAN BERN. COUNTY FLOOD CONTROL D.ISTRICT.- 825 EAST THIRD STREET SAN BERNARDINO, CALIFORNIA 92408 TELEPHONE (714) 383-1665 PACIFIC TELEPHONE 8 TELEGRAPH COMPANY 3073 ADAMS STREET RIVERSIDE, CALIFORNIA 92504 TELEPHONE (714) 359-2585 OR (800) 422-4133 m®