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HomeMy WebLinkAbout2708-10 O w w D V)} � w w W mIc w 0 aw WSOUTHRIDGE V LLA G E JURUPA' 4 w '� " v �a `" A w m PROJECT o TRACT 14758 LIV 9L 'G�� J� SITE "ANIIIIII cc g P eQ` 4 ��0I RIVERSIDE ROAD o SAN BERNARDINO COUNTY RINERSIDE COUIIY CONSTRUCTION NOTES & QUANTITIES VICINITY MAP NO SCALE II � ff II II II II I 16 17 1 i \ 5 6 x[17, 8 9 10 11 12�j 13 14 15 '� 8 25 �26 35 (I (� 36 Q 34 1 `r 42 I I 4 �� SHEET 5 w 27 37 '� I-- — ,19 24 cois Y II a / "VCP SEWER I i — — 41 a_ II - 3 91 90 89 88 87 86 85 84 83 82 81 N N 28 33 = Q 38 U 1 II aD 4 Vy 92 I— ao 1100 W U 20 23 I— U I I (O I I X 2 Ca W LW °p 39 I I w W aD � = 32 40 X I I I -I W ,- W IF = 6 II = 11 89 70 71 72 73 74 75 76 77 78 79 80 X21 22 (n � � 31 / � I N 1 En SEE SHEET 3 SHEET 2 I ^4 ru I 8'YCP S WER — - n r 8 CP SE ER 1 43� �L� 1 8"VCP SEWER 1 44 i 52 51 50 49 46 I 68 67 66 1 65 64 83 62 61 60 59 58 57 56 55 54 53 46 47 1 45 i 1 i ACMI RW HAMEL /,-AC= "OLA .. TRACT NO1361 S M.B.204/23-26 TRACT No. 13616 . TRACT NO. 13615 M.B.204/23-26 M.B. 204/23-26 INDEX M AP_ SCALE 1"=100' 3" MAX. SIZE NATIVE SOIL, COMPACTED 95% 3" MAX. SIZE NATIVE SOIL, COMPACTED 95% 6" MIN. 6" MIN. 10" MAX. 10" MAX. 6" MIN. 6" MIN. 10" MAX. 10" MAX. _I I I I --- - ILII 6" MAX. SIZE NATIVE 04 =11 I SOIL, COMPACTED 90% r- C - ------------- ----- 1" MAX. SIZE SELECTED NATIVE 6" MAX. SIZE NATIVE BEDDING, COMPACTED TO 90% SOIL, COMPACTED 90% 1 " MAX. SIZE SELECTED NATIVE I I= BEDDING, COMPACTED TO 90%A Lu =II TABLE: 200-1.2(A) _ iT o - C N 1/2" CRUSHED - STONE BEDDING - PER STD. SPECS. L. - FOR PUBLIC WORKS CONST. TBL. 200-1.2(A) �" E 0 SII: •. .. _ I 12" OR 8" VCP -1 I—III I i I—I i SIEVE SIZE PECENTAGE PASSING SIEVES 1-1/2 of —1/2" — 1" — 3/4" 100 1/200 90-100 3/8" 20-60 NO. 4 0-15 NO. 8 0-5 ASTM C 131 TEST GRADING B II 101 I 1 17-74 _1177,41 12" OR 8" VCP —� TYPICAL BEDDING to 0 NO //TM TOTAL UNIT 8» 10' OR INSTALL STANDARD ECCENTRIC MANHOLE PER 15 E4 CITY OF FONTANA STANDARD ©ETA/L 112 1,11 ELEV. 918.40 OINSTALL STANDARD CLEANOUT PER 1 E4 C/7Y OF FONTANA STD. DET. 128 INSTALL 8" EXTRA STRENGTH VITR/F/£D CLAY P/PE PER CITY OF FONTANA STANDARDS AND SPECIFICATIONS 2773 EA. SEE BEAD/NG DETAILS CONSTRUCT 4" SEWER LATERAL AND HOUSE CLEANOUT O PER CI7Y OF FONTANA STD. NO 125 AND INSTALL SEWER CLEAN-OUT BOX PER C/7Y OF FONTANA STD. NO. 125A (IN CONCRETE AREAS) 3,240 LF. OR 125B (IN LANDSCAPE AREAS) LES THAN 10 - TYPICAL BEDDING UNDERGROUND SERVICE ALERT BENCHMARK: REVISIONS 8» 10' OR VOP DEEPERCm CALL TOLL FREE: (800) 422-4133 R.R. SPIKE ON PP#' 674320E AT THE INTERSECTION OF JURUPA AVENUE RECORD UROWING AND MULBERRY AVENUE. 1,11 ELEV. 918.40 TWO WORKING DAYS BEFORE YOU DIG c _ WATER LINE LOCATION THE WATER LINE LOCATIONS AS SHOWN HEREON ARE BASED ON OUR UNDERSTANDING OF THE INTENDED LOCATIONS ONLY. CONTRACTOR SHOULD VERIFY ALL WATER SYSTEM COMPONENTS PER PLANS BY FONTANA WATER COMPANY DATED 2-27-90. CROSSING NOTE ALL BORING / JACKING OPERATIONS, SPECIFICATIONS AND MATERIALS FOR THE INSTALLATION OF THE SEWER MAIN UNDER THE EXISTING REINFORCED CONCRETE BOX SHALL BE REVIEWED AND APPROVED BY THE CITY ENGINEER OR ASSIGNEE PRIOR TO COMMENCEMENT OF ANY SEWER WORK. APPROVAL DATE APCITY AL DATE QRpE ESS/p4,q q 02 to • t' o �N0 �' pxF� Fti y om 9 c N0. C42723 z w EXP. 3-31-00 a �9r.. CIVIL _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 AND THE STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) LATEST REVISIONS. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED 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 (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES _. LESS THAN (5) FEET IN DEPTH SHALL 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 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 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 BOX FOR ALL HOUSE LATERALS PER STD 125-A OR 1258. 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, 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 (909)350-7610 SO.CALIF. GAS COMPANY -DISTRIBUTION FACILITIES 16231 VALLEY BLVD. FONTANA, CALIFORNIA 92335 TELEPHONE (889-9711 OR (800)422-4133 SO.CALIF. GAS COMPANY - TRANSMISSION DEPARTMENT 2191 BIRCH STREET BREA, CALIFORNIA 92621 TELEPHONE (909)529-2889 OR (800) 422-4133 SOUTHERN CALIFORNIA EDISON COMPANY 7951 REDWOOD AVENUE FONTANA, CALIFORNIA 92336 (909)357-6231 (SO. OF MERRILL) ((909)357-6223 (NO. OF MERRILL 800)422-4133 GENERAL TELEPHONE COMPANY 245 N. MOUNTAIN VIEW AVENUE POMONA, CALIFORNIA 91766 TELEPHONE (213)357-2257 OR (800)422-4133 SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT 825 EAST THIRD STREET SAN BERNARDINO, CALIFORNIA 92408 TELEPHONE (909)383-1665 PACIFIC TELEPHONE & TELEGRAPH COMPANY 3073 ADAMS STREET RIVERSIDE, CALIFORNIA 92504 TELEPHONE (714)359-2585 OR (800)422-4133 FONTANA WATER COMPANY 8440 NUEVO AVENUE P.O. BOX 987 FONTANA, CALIFORNIA 92334 TELEPHONE (909)822-2201 PRIVATE ENGINEER'S NOTE THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE WORK HEREON. IN THE EVEN TO DISCREPANCIES ARISING DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE CITY. PRIVATE ENGINEER'S NOTICE TO THE CONTRACTOR 1. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE 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 RESPONSIBILITY 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 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 0 TO , VERIFY BOTH HORIZONTAL AND VERTICAL LOCATIONS. ANY CONFLICT OR DISCREPANCY SHALL BE BROUGHT TO THE ENGINEERS ATTENTION PRIOR TO CONSTRUCTION, OTHERWISE THE CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR ANY COSTS OF RELOCATION OR ADDITIONAL_ COSTS . OF CONSTRUCTION. PREPARED BY: CITY OF FONTANA fly �PHB & ASSO CIA TTS, INC.& ASSOCIATES, INC. I V t1 1620 SOUTH GRAND AVENUE, GLENDORA, CALIFORNIA 91740 (626) 914-6256 FAX (626) 914-5756 Drawn by: AU S O U T H R I D G E VILLAGE Sale: Approved; to TRACT 1475$ Designed by: Date: Obert Okerman, R.C.E. 42723, Exp. 3-31-00 Date HdCH / MTD SEINER IMPROVEMENT PLANS MARCH, 1998 Checked by: s-lPzpQ Dwg. No. GIC/jes CITY ENGINEER, RCE 25126 Date 2708 6 COF.DWG