The URL can be used to link to this page

Home My WebLink About1634-1� • f 0 1 Walk. 9x I � 10 /1.)10 1 -% - A/0 0 14 _Z� 1 iM�ll� II�� vIE nti� IE �1f TRACT N0. 11DUANS CAL III IF IU U I II At 050 -pD //` 177 - 176 t �,� r ✓� 47",1 P / . S.D. � 175 7 4 VF �. w 113 �' � \fir. �8 F '�. z /19 � 11 t 410 ''\. � Z I rot 4j 161C. CONSTRUCTION NOTES AND QUANTITY ESTIMATES N0. ITEM QUANTITY UNIT .0/160S~— 182 137 139Z - Q• 140 ��1 l6 `61 Ol INSTALL STANDARD MANHOLE PER CITY OF M• 136 14I 1�2 14 4 y l� ,meq FONTANA STANDARD DETAIL 112. 22 EA. 143 77 �' �5g i 35 5i a � —••_._ QR �SG� �,5 145 !V k 2O INSTALL STANDARD-CLEAN—OUT PER CITY OF z FONTANA STANDARD DETAIL 126. ,4 EA. /33 132 /8 / 14 PROPw 1 3o I �9 ,S.o -..� � 129 14� 2 —�� - sr. �s• „ `50 - FUTUREO3 INSTALL 6 VITRIFIED CLAY 2 15 PIPE PER CITY OF FONTANA STANDARDS AND (, 126 1 X52- c•, :_ ��— SPECIFICATIONS. 6 L.F. 5� u: y a 4', 8 3 �� 5 � �f ,3 IQ 124 1`UTUR G• '� 122 �' � 1 15 O INSTALL 4" SEWER LATERAL PER CITY OF 4 4 `� 12j 0 : / d FONTANA STANDARD DETAIL 125. L.P. s �g Ila ill . r11 Q 114 55 5� 3 �p 2 5 5g i o 3Go • �� ; 6/ 2 6 112 62 6 "" _ �� ,) O INSTALL CONCRETE ENCASEMENT PER DETAIL THIS 2U 3 S4 �S p p SHEET . L. F. 11 79 78 +gyp77 110 7,E ' � �� s W to - 74 7 , 9 (J.i 48M / o ' °8 4�q 72 7� tti, 4" COUPLING -, • SEN •� • y 47 s MIN. O.D. Mm./�► F ONE LAYER OF IS Ib. BULDIM 107 l�`' PAPER AS BOND BREAKER #2 AROUND PIPE 5 COUPLINGS. 17 �� PROVIDE FLEXIBLE JOINT :, : •, EXTERIOR TO & WITHIN I s,. ..: : 4 8 a� � 5, go � _-,� OF ENCASEMENT ENDS a:"•�►;� :.` 4,: 4 .� :0;: 1 ` Q - - - - - '�'�'p 9 W ! we self `L'• aenrift-,, """ {'"',.'."' o""' w" ~ CLASS I CONCRETE =•v ..• .• —� •. S.' 42 94 102 •-�,► �. f -� 41 CONCRETE ENCASEMENT 40 l�Q s..« N.S. L.. 38 T.3� &S 34 33 37 � 3$ � • . 1a f 100 - -� -, gg .. ANE • • _ 1 --- —LANE w - - . 98 - • 20 �� - � _ — - • �`' c NALf•sEcroN G td' � Ate. 1I 21 22 23 24 W- o -« _-- TTP. TYP. .. , tea► : - — — . r� 97 L � 4r ZCTION � (•-- 4 11 23 07 a 71 A --) INDEX MAP Jul 0 I SCALE: I" = 00' 11139 PRIVATE ENGINEERS NOTICE -TO CONTRACTOR 1. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY TRI OWNER OR OTHERS, AND THOSE SHOWN OF THE RECORDS EXAMINED ARE SHOWN WITH THEIR APPROXIMATE LOCATION AND EXTENT. 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITT,TO DETERMINE THE NATURE OF EXISTING GROUND 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 REPSONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 4. THE CONTRACTOR SHALL UNCOVER ALL UTILITIES THAT HE MAY Bs JOINING, CROSSING OR PARALLELING PRIOR TO ANY CONSTRUCTION TO VERIFY BOTH HORIZONTAL AND VERTICAL 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. • i TOP sa�r«. S�LECTED NATIVE S01L 1 MAX. SIZE :.. .. we -cow Ro? ' • ' w'�.o. COMPACTED TO 90 % ' 1 , 46 IMAX. SIZE SELECTED •: ' "�" NATIVE BEDDING I •� ••_•,�. _,� JOINT DETAIL + COMPACTED TO 90% O �:� . t ,�•. d d taw."•• TEs• i0 �� = •�• �• :� °itNt L See aid. Ikkt Na. 3,1136114 for drop b junction deta�ls and typical junction 3. +'' ¢ •• • .'.� �• .� '''• �'•''''�� L Eccentric cone may be used in lieu of _ ;9 _ Concentric cones.Tk S lowestan step sW ced fult bppk 1/4" TO 3/4" I ItSS more I ROCK BEDDING • a _ • 4. The upper manhole step Shall be placed between the top of manhole and the manhole coverfame and shaft project no+ rnore than ° inside rnanhole. TYPICAL BEDDM FOR So VCP TYPICAL BEDDING FCR a VCP So All joints shah be mortared. 6.3/4"fAg . Iron epAor i cst41 steps M 6, 10' CR DEEPER LESS THAN 10' DEEP' per A-82, h A57M Type 11 Grade 43756. N.T. S. N.T. S . STANDARD PRE- CAST MANHOLE PER CITY OF FONTANA STANDARDS BENCH MARK: DETAIL 112 RA SPIKE ON PP ♦ 674320 AT THE INTERSECTION OF JURUPA AVENUE N.T.S. AND MULBERRY AVENUE ELEV. 918.40 Qjpf ESSI pNq NO. 14375 * EXP. 3/31/93 �r 0I vol �rE Of CALF OENEAAL RTES ! THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD, SPECIFICATIONS, DATED 1975, 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 REFER TO THE CENTERLINES OF STREET EXCEPT WHERE OTHERWISE NOTED. • 4 ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS. 5 EXISTING UNDEAGROUNO 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 6AEATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND OR THER EQUIVALENT MEANS. TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 7 THE CONTRACTORS) 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 REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION STANDARD BETA IL 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 CITY OF FONTANA. 11 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RESETTING OF ANY SURVEY MONUMENTS, STREET CENTERLINE MONUMENTS, OR BENCH MARKS WHICH ARE DISTRIBUTED 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 AND CLEANOUT BOX FOR ALL HOUSE LATERALS PER STD, 125 AND STD. 125A RESPECTIVELY. 14 TERMINATE ALL 4' HOUSE SEWER LATERALS 3' INSIDE THE LOT WITH A PLUG. SHOULD A PUBLIC UTILITIES EASEMENT LIE CONTIGUOUS TO THE STREET A -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. A 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. 117 THE CONTAACTOW S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE, LANDSCAPING IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAINAGE, FLOOD CONTROL SYSTEMS, ETC. 48 -HOURS PRIOR TO EXCAVATION NEAR THEIR FACILITIE NOTIFY: CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CALIFORNIA 92335 TELEPHONE (714)350-7610 SO. CALIF. GAS COMPANY -DISTRIBUTION FACILITIES 570 4TH STREET, P. 0. BOX 6226 SAN BERNARDINO CALIFORNIA 92408 TELEPHONE 14� 884-9411 OR (800)422 -4133 -USA SO. CALIF. GAS CO(ANY-TRANSMISSION DEPARTMENT 2191 BIRCH STREET BREA, CALIFORNIA 92621 TELEPHONE (714)529-2889 OA (800)422 -4133 -USA SOUTHERN CALIFORNIA EDISON COMPANY 1351 E. FRANCIS AVENUE, P. 0. BOX 513 ONTARIO, CALIFORNIA 92621 TELEPHONE (714)947 -2996 -UNDERGROUND POWER 714)875 -5100 -TRANSMISSION 213)637 -1233 -PIPELINES, OR 800)422 -4133 -USA GENERAL TELEPHONE OMPANY 245 N. MOUNTAIN VIEW AVENUE POMONA, CALIFORNIA 91766 TELEPHONE (213)357-2257 OR (8001422 -4133 -USA SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT 825 EAST THIRD STREET SAN BERNARDINO CALIFORNIA 92408 TELEPHONE( 7141383-1665 PACIFIC TELEPHONE TELEGRAPH COMPANY 3073 ADAMS STREET RIVERSIDE, CALIFORNIA 92504 TELEPHONE (714)359-2585 OR (8001422 -4133 -USA A ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES, ETC. SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED WITHIN AREAS TO BE IMPROVED AND INTERFACING WITH CONSTRUCTION, SHALL BE RELOCATED BY OTHERS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS, A NO LATERALS SHALL BE PLACED UNDER DRIVEWAYS. 20 ENGINEER SHALL CHECK OUT ORIGINAL SEWER IMPROVEMENT PLANS AND TRANSFER 'AS -BUILT' INFORMATION PRIOR TO CITY ACCEPTANCE OF THE SEWER SYSTEM. RECORD DRAWING