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Home My WebLink About2600-1M.H. m" JURUPA AVENUE 28 27 26 25 24 23 22 21 20 19 --'07 .01 SEE SHEET 3 BRANDON LANE J 29\: M.H. #7 nrr M.H. #8 30 � a M WI 31 2 z NI W IW 32 M.H. #3 1 2I 3 36 37 38 39 � 34 46 45 44 43 33 M.H. # SEE SHEET 2 COLEEN ST 4 5 6 7 8 9 INDEX MAP_ SCALE: 1"=100' 18 _J,� SEE SHEET 3 M.H. #9 17 40 W En Z 166 41 u 15 M. H. #5 42 INSTALL 4" SEWER LATERAL PER CITY OF FONTANA STANDARD 13 14 10 11 12 CONSTRUCTION NOTES 8 QUANTITIES kin ITFM QUAN11TY UNIT ABANDON SEWER PER DETAILS, SHT 2 1 INSTALL STANDARD MANHOLE PER CITY OF FONTANA STANDARD DETAIL 112. 8 EA. INSTALL 8" VITRIFIED CLAY PIPE PER CITY OF FONTANA STANDARDS 1,817 LF AND SPECIFICATIONS INSTALL 4" SEWER LATERAL PER CITY OF FONTANA STANDARD 46 EA DETAIL 125. JOIN EXISTING SEWER MANHOLE 1 EA G) ABANDON EXISTING 8" SEWER BY EITHER REMOVAL OR FILLING 9Q0 LF WITH AIR BLOWN SAND. OREMOVE UPPER 4' OF EXISTING SEWER MANHOLE. FILL REMAINDER 900 LF WITH SAND. _. ., .. .�.•,:. :�- r ,. : i , ;: E, .. ,, ,,;;, :,;:r. !,: it .•;,�..,. [PLANS ;..';'; :I I I' I ;..��.,"JIT. 4' IL I,.1.. 1 ..II II. is I I :.il 1:, ' ',I �I, (, I I .I II .I -1, :'II i l:l i,l is , I. IIi: � I. II,II'�'.. I i �' isIj I'' ;,','il��;,�:I,I)�I LIII � i ,I I,,III:_.. I ll;I II�II��: �:�'�JiIIIi..II I ,: I, ; � ,, , ,I: � I;ir•II.!�II,, III I ';;IIS;,u I � �:,, : 1'' L:�. I I : I I .1 I ', I�LI I: !�IP 'll I I:cl ,,, I I, � !'i I I', ;I iI; 1, I I � 1,u' ;'� IIr' in �: i'�'i 'II i :! ; ! " I `' � i.l l ,.: �:. � � II �;; I '+ i• ) �I:�Ili�r; I l r • I: � IIL I, , I ,, ,; � I ' I � ::r„ , i , �', �I ,, r:I, 11.;I', I,:':I IIII•( I I III r!II ,,. rl!: ;J', _,,,,, 1 �.: ,,�, !I,,i,.l.l i,.: � II,:,, I,LII,: ::� .,. �.: � LI ,II III':. _�,: ,.I, I 00 FRAU I I � I i II .I 11 I . R/W CL RIW 29/ owl� ! i 10' I M.H. BENCH MARK BM 248A ELEVA1I0N=952.17 SPIKE INSIDE OF POWER POLE, NORTH SIDE OF JURUPA AVENUE 75' WEST OF LIVE OAK AVE AT POWER POLE #363E. EX 78" RCP;— a� PRnP 8" SEWER CONTRACTOR SHALL PROTECT ADJACENT WATER AND STORM DRAIN LINES BY SHORING OR OTHER MEANS ACCEPABLE TO THE CITY OF FONTANA. TYPICAL SECTION BEECH AVE NO SCALE 3" MAX SIZE NATIVE SOIL, COMPACTED TO 95% R.C. EX 16" WATER 6" MIN 6" MIN 10" MAX 10" MAX r N r 6" MAX SIZE NATIVE SOIL COMPACTED TO 90% R.C. 1" MAX SIZE SELECTED NATIVE BEDDING COMPACTED TO 90% R.C. UNDISTURBED EARTH FOR TRENCHES DEEPER THAN 10' USE CRUSHED ROCK GRADED AS FOLLOWS: SIEVE SIZE PERCENT PASSING 3/4" 100 1/2" 90-100 3/8" 20-60 NO 4 0-15 NO 8 0-15 ASTM C131 TEST GRADING Emmori'liis I bili 7 - zcmm� � 1�� 8" V.C.P. TYPI0% CAL TRENCH BEDDING NO SCALE EDGE OF TRENCH 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 AND STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK), LATEST REVISIONS. 2. CONSTRUCTION PERMITS SHALL BE OBTAIANED FROM FONTANA ENGINEERING DIVISION PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. 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 THE FIELD. 6. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GAURDED BY A SHORING SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GAURDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 7. THE CONTRACTOR(S) SHALL ALSO 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 I. 6. 8. REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION STANDARD DETAIL 129. 9. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORKS TO THE PLAN GRADES. CONTRACTOR SHALL NOTIFY THE ENGINEER 48 -HOURS PRIOR TO THE ANTICIPATED START OF CONSTRUCTION. 10. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD. RECORD DRAWINGS SHALL BE PROVIDED TO THE CITY OF FONTANA. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RESETTING OF ANY SURVEY MONUMENTS, STREET CENTERLINE MONUMENTS, OR BENCHMARKS WHICH ARE DISTURBED DURING CONSTRUCTION WHETHER THEY ARE SHOWN ON THE PLANS OR NOT. 12. 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. 13. ALL 4" 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 OR 125B. 14. TERMINATE ALL 4' HOUSE SEWER LATERALS INSIDE THE LOT WITH A PLUG. SHOULD A PUBLIC UTILITIES EASEMENT BE CONTIGUOUS TO THE STREET R.O.W., THE LATERAL SHALL EXTEND ACROSS THE EASEMENT AND TERMINATE 3' INSIDE THE LOT AS MEASURED FROM THE UTILITY EASEMENT LINE. 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 LOCATIONS 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. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE, LANSCAPING IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAINAGE, FLOOD CONTROL SYSTEMS, ETC. 48 HOURS PRIOR TO EXCAVATION NEAR THEIR FACILITIES. PD DRAWINGS PREP D E : ens elm m RCE 25742 ENGINEERS 221 S. Glassell Street ®range, CA 92866 (714) 744-9700 No. REVISIONS Approval's Approval Date PREPARED BY: Thielmann Engineers 1078 TOWN AND COUNTRY ROAD ORANGE, CA 92668 (714) 647-0595 FAX (714) 647-0599 2 JENS THIELMANN DATE I Ar au I t r R. C.E. No. 25742 EXP. DATE 12/31/2001 UTILITY NOTIFICATIONS CITY OF FONTANA 8353 SIERRA AVE FONTANA CA 92335 TELEPHONE (909) 350-7610 SO.CALIF GAS COMPANY -- DISTRIBUTION FACILITIES 16231 VALLEY BLVD. FONTANA, CA 92335 TELEPHONE (889-9711) OR (800) 422-4133 SO.CALIF GAS COMPANY -- TRASMISSION DEPARTMENT 2191 BIRCH STREET BREA, CA 92621 TELEPHONE (909) 529-2889 OR (800) 422-4133 SOUTHERN CALIFORNIA EDISON COMPANY 7951 REDWOOD AVENUE FONTANA, CA 92336 909 357-6231SO. OF MERRILL) 909 357-6223 ((NO. OF MERRILL) 800 422-4133 GENERAL TELEPHONE COMPANY 245 N. MOUNTAIN AVENUE POMONA, CA 91766 (213) 357-2257 OR (800)422-4133 SAN BERNARDINO COUNTY FLOOD CONTOL DISTRICT 825 E. THIRD STREET SAN BERNARDINO, CA 92408 (909) 383-1665 PACIFIC TELEPHONE AND TELEGRAPH COMPANY 3073 ADAMS STREET RIVERSIDE, CA 92504 (714) 359-2585 OR (800)422-4133 FONTANA WATER COMPANY 8440 NUEVO AVENUE P.O. BOX 987 FONTANA, CA 92334 (909) 822-2201 CITY OF FONTANA Drawn By: SOUTHRIDGE VILLAGEScale: GTT TRACT 15794 AS SHOWN Designed By: Date: JTT SEWER IMPROVEMENT PLANS APRIL 1998 Checked By: Dwg. No. GTT 040CITY ENGINEER, RCE 25126 DATE 2Cp00