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Home My WebLink About3540-3A. SHEET P1 M •- , � : ,`' :. " :• :: :.r -• ,_ =-- ``- 7 y - ,t , •u x'_SS`y vr"X.!'2.x"i7; •y_;,,%• ld,l� 'k•,y`�i'.-�- i� A'Ti 1V fS7; - `.,' a .s '' .✓tet; f ,!�\ Y':,t �'� :'i( 1 t1. r t J 7 4- a { - Sl . rTiS. 1�al�Al !s 1 J _ a.�,,i �S. s -- t _. psi z . ! _ rt: t - s u ._ ._v- .. _ __.. ._ .. .. .� _.. ._ .�•. .�.. _ ...�.. - � -.: . ._.- _.. �.... _.. -a. _. _ .- yr ��-`_-•.r 1� TES &@)- (FOR JURUPA PUMP STATION, NOT IN CONTRACT) 41 CONSTRUCT 36" DAA. CML & C STEEL PIPE AND FITTINGS *11H 3/16' STEEL WALL AND WELDED JOINTS PER DETAILS 1 & 2 Mf �l i 42 ONSTRUCT 36" DAA. CML & C STEEL PIPE AND FITTINGS WITH 3/16' STEEL WALL AND GASKET JOINTS PER DETAILS 1 &5 M1 M3 43 INSTALL 36" DTA. PIPE ELBOW, CML & C STL (t=3/16') PIPE W/ WELDED JOINTS, AND FABRICATED PER SPECS, DEFLEC77ON PER PLAN 44 NOT USED) 45 INSTALL 36' BUTTERFLY VALVE W AWWA OPE7z417NG NUT AND VALVE BOX PER DETAILS 6 &f 2 Jk1 M3 46 ONSTRUCT 4$' DAA STEEL CASING WITH 3/4" STEEL WALL BY BORING AND JACKING PER DETAIL 1 M2 47 INSTALL Jr PIPE BUTTSlRAP JOINT, INCLUDING HAND HOLES AND PLUGS PER DETAIL 3 & 4 Ml M1 48 CONSTRUCT 4' COMBIN477ON AIR AND VACUUM RELIEF VALVE, PIPING AND APPURTENANCES, SEE DETAIL 8 M1 49 CONSTRUCT 6' BLOW OFF VALVE, PIPING AND APPURTENANCES PER DETAIL 5 1 &-CONSTRUCT 2 -WIRE CATHODIC TEST STA17ON PER DETAIL M1 M3 51 CONSTRUCT 24' DAA CML & C STEEL PIPE UWWAY AND APPURTENANCES PER DETAIL 2 M2 52 36" CML & C STL BULKHEAD AT PIPE END FOR PRESSURE TESTING (INCL CUTTING OFF FOR CLOSURE CONN.) OR FUTURE CONNECTION, SEE DETAIL 7 M1 53 (NOT USED) 54 48"x36" STD. SYNTHETIC RUBBER CASING END SEAL W/ 316 S.S BANDS AND CLAMPS. @ ---CONSTRUCT 36' DAA. OJ.P. & FITTINGS C 250 W/ RESTRAINED JOINTS AND P.E. WRAPPING PER DETAILS 1 & 6 M1 M3 56 CONSTRUCT 36" DAA O.I.P. & FITTINGS CLASS 250 W/ PUSH -ON JOINTS AND RE WRAPPING PER DETAIL 1 & 6 M1 M3 &-CONSTRUCT (NOT USED) 24" DTA. MANWAY WITH 36"x36"x24" TEE W/ 24" 0.1. BLIND FLANGE 58 INSTALL Jr DIA DJ- BUND FLANGE 59 36" D.I. RESTRAINED FLANGE JOINT ADAPTER 60 36 FLANGE INSTXM71ON KIT INCLUDING PACKING, BOLT SLEEVES AND WASHERS 61 36" C.1. GOITE AND APPURTENANCES PFR SPECS. Qj 62 CONSTRUCT 36" PIPE CONCRETE ENCASEMENT PER DETAIL L TOLL FREE 00-227-2600 .EAST TWO DAYS Dr-rORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA / 1 9.18.03 K.B. ADDED CONST. NO. 62, REV'D CONST. QUANTIES REV. I DATE BY DESCRIPTION JURUPA PUMP STATION 1 01 RAM- Ov, A 1 1 R PROP. 36"O ! :111 111111 A imil 1 1, 1 All! 111 SCALE : 1" = 200' 5 SEWER OR STORM SEWER ---1--- ROADWAY CENTERLINE MANHOLE PROPERTY - R/W UNE --$_ISOLATION VALVE PROPOSED PIPELINE 5+00 Y AIR & VACUUM RELEASE VALVE PIPELINE CENTERLINE STATION - D.W. DOMESTIC WATER LINE BLOWOFF ASSEMBLY - S. SANITARY SEWER UNE CATHODIC PROTECTION TEST STATION - R.W. RECLAIMED WATER UNE STORM DRAIN LINE me o TELEMETRY PULL BOX/ TERMINAL CABINET x184.53 EXISTING ELEVATION - 190 PROPOSED CONTOUR 0 POWER POLE - EXISTING ELECTRICAL WATER QUALITY SAMPLING STATION FIRE HYDRANT 12 CONSTRUCTION NOTE 2 ---- DENOTES DETAIL BY LETTER OR NUMBER 3 DENOTES SHEET NUMBER FENCE UNE CONSTRUCTI-ON QUANTITIES_ BASIC FORCE MAINu� • JN IN I �,-- 1. CONSTRUCT 36' DIA. CML & C STEEL PIPE AND FITTINGS WITH 3/16 STEEL WALL 4, Q) AND WELDED JOINTS (ALT. 1 SEE IIA BELOW) 2. CONSTRUCT 36" DIA. CML & C STEEL PIPE AND FITTINGS WITH 3/16' STEEL WALL 7.400 LF - f AND GASKET JOINTS (ALT. 1 SEE 124 BELOW) �""�-•. f 3. CONSTRUCT 48" DAA. STEEL CASING WITH 3/4' STEEL WALL BY BORING 467 LF AND JACKING, INCLUD. BORING & RECEMNG PITS AND APPURTENANCES 4. INSTALL 36" BUTTERFLY VALVE W/ AWWA OPER417NG NUT AND VALVE 4 EA BOX AND APPURTENANCES. 5. CONSTRUCT 24" DAA. CML & C STEEL PIPE MANWAY AND APPURTENANCES 6 EA A (REQUIRED FOR CML & C STEEL PIPE ONLY) 6. CONSTRUCT a BLOW OFF VALVE, PIPING AND APPURTENANCES. 7 EA Z CONSTRUCT 4' & 6" COMBINATION AIR AND YACUUM RELIEF VALVE, PIPING 13 EA AND APPURTENANCES (INCL. 4. 012 & 6"01). 8. CONSTRUCT 2 -WIRE CATV DIC TFT STATION, INCLUDING APPURTENANCES r•_ 3 E4 9. CONSTRUCT 3r PIPE CONCRETE ENCASEMENT '�'f 120 L 1 ALTERNATE 1 - D.I. 1A. CONSTRUCT 36" DIA D.I.P. AND FITTINGS WITH RESTRAINED JOINTS AND P. E. WRAPPING. 2A. CONSTRUCT 36" DIA D.I.P. AND FITTINGS IWTH PUSH -ON JOINTS AND P. E. WRAPPING Designed T.O. 6/20/03 Drawn L.E.G. 6/20/03 Checked T.O. 6/20/03 Date QumTnY _1N.I 4,098 LF t7,400 LF 1 A ! J cV) a Y Y Q O OO U W` 1 �YW1 y. rt � Now S R L ;s��d r- - S _�� n },. • y. Ti' }% ac o .':f�"+!2J-':,s.. ��''�. .7+•':� � - G FYi'a°.�'�s�c'.V•.-. 'a',`"�-+i 3. ,t. -{ ,_ - -'"s }.t�_'.,7 S rfl .1._ .: *Tn. .a'•.,..t s, .��'- ., .t "s� ._4' .-'i: - .- � 'i �.`� .''t..-�'.- 'i' --r. -.°z�, A+� f �y "" wssiY. "i'-ft:'r" ^ t-i:`r�� cY'.:i! ti•'',~,""y"�12i'� �� "''_- ^ • \ ice/'-� }��( ,•r f'•T, _ ' '^ M :.L_ •- `�,`✓-�r..� ' Lt` F �('•��' P V - 3AS I N5- _!! �1 Y d 1" �>, 1~S i%y ...•�: y�t wad i,c.j a�.yr-r.,�t....wa _ .. `'� ,y i _ 3 _ � ....�r� '...r •essr `f �}� ,•, �,� .. .'• I I " i i i ,. •i �'., ra F �71. z ��S Ii�ft,•� ....-. �"^ � _;, f ,•,..�.< i.,ri..:i_ �i.•-r I. ��•1<Yr •-✓ i r ? t i � s' �.'+ ! 1 �'t j..- '�" !^•.cam., 4 r_� - `t . t s ti 1 f L k` Lk ✓-Z f Z• _ti< �,.G '?.` f... _• \-'wC.:�� "•:'e` 1Cj_ ` �'- ` _ S� r. '�j _�'' - >"F �! f , x a J - A.C. ASPHALT CONCRETE D.W. DOMESTIC WATER L.R. L LONG RADIUS LENGTH A.C.P. ASBESTOS CEMENT PIPE ELEV. ELEVATION L.F. LINEAL FEET A.G.T.B. ABOVE GROUND TERMINAL BOX EXIST. EXISTING STL. MINIMUM A.R. COMBINATION AIR AND VACUUM RELEASE VALVE EP EDGE OF PAVEMENT MIN. TYPICAL A.W.G. AMERICAN WIRE GAUGE EXT. EXTEND MAX. MAXIMUM AWWA AMERICAN WATER WORKS ASSOCIATION F.E. FLANGE END MJ MECHANICAL JOINT B.F.V. BUTTERFLY VALVE F.H. FIRE HYDRANT NO. NUMBER B.O. BLOWOFF ASSEMBLY F.G. FINISHED GRADE NRW NON -RECLAIMED WATER B.O.P. BOTTOM OF PIPE F.L. FLOW LINE N.T.S. NOT TO SCALE C.F. CURB FACE FLEX FLEXIBLE O.D. OUTSIDE DIAMETER CENTER LINE FLG. FLANGE PC POINT OF CURVATURE CML&C CEMENT MORTAR LINED AND COATED F.S. FINISHED SURFACE PCC POINT OF COMPOUND CURVATURE CLR. CLEAR DISTANCE G GAS PCC PORTLAND CEMENT CONCRETE COMP. COMPRESSION G.B. GRADE BREAK P.E. PLAIN END CL CLASS GALV. GALVANIZED PRC POINT OF REVERSE CURVATURE CP CATHODIC PROTECTION G.E. GROOVED END P.R.V. PRESSURE REDUCING VALVE CSP CORRUGATED STEEL PIPE G.V. GATE VALVE PT POINT OF TANGENT CONC. CONCRETE HORIZ. HORIZONTAL PVC POLYVINYL CHLORIDE CPTS CATHODIC PROTECTION TEST STATION IEUA INLAND EMPIRE UTILITIES AGENCY R RADIUS DIA. DIAMETER INT. INTERSECTION RED. REDUCING D.L(D.I.P.) DUCTILE IRON (DUCTILE IRON PIPE) INV. INVERT R.C.P. REINFORCED CONCRETE PIPE R/W RIGHT OF WAY R.W.G.V. RESILIENT WEDGE GATE VALVE S SLOPE SBCFCD SAN BERNARDINO COUNTY COUNTY OF SAID BERNARDINO` GENERAL NOTES - o GENERAL NOTES: TRAFFIC CONTROL - GENERAL NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLAN AND THE SAN BERNARDINO COUNTY 1. ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH THE CURRENT EDITION OF STANDARDS AND SPECIFICATIONS. THE TRAFFIC MANUAL., PUBLISHED BY THE STATE OF CAUFORNIA DEPARTMENT OF TRANSPORTATION. 2. A PERMIT FROM THE SAN BERNARDINO COUNTY, DEPARTMENT OF PUBLIC WORKS WILL BE REQUIRED PRIOR TO ANY ENCROACHMENT, CONSTRUCTION OR EXCAVATION WITHIN THE COUNTY RIGHTS OF WAY OR EASEMENTS. 3. ALL PIPELINES OR SUBSTRUCTURE OF ANY KIND AND TELEPHONE OR POWER POLES, WATER METERS, VALVES, HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE LIMITS OF THIS PROJECT OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED OR RELOCATED AT CONTRACTORS EXPENSE AND AT NO COST TO THE SAN BERNARDINO COUNTY DEPARTMENT OF PUBLIC WORKS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED. 4. IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT, DIKES OR CURBS AND/OR CURB AND GUTTER THE CONTRACTOR SHALL DILIGENTLY PURSUE THIS PORTION OF WORK UNTIL COMPLETION. 5. EXISTING COUNTY ROADS WHICH WILL REQUIRE RECONSTRUCTION SHALL REMAIN OPEN FOR TRAFFIC AT ALL TIMES WITH ADEQUATE DETOURS DURING ACTUAL CONSTRUCTION. 6. IF ASPHALT CONCRETE IS TO BE PLACED DIRECTLY ON SUB -GRADE OF ROAD OR DRAINAGE FACILITIES, A SOIL STERILANT REGISTERED BY THE E.P+A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURE'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 7. COMPACTION TEST OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB -GRADES SHALL BE PERFORMED AT NO COST TO THE COUNTY OF SAN BERNARDINO. A WRITTEN REPORT WITH THESE COMPACTION TEST SHALL BE SUBMITTED TO THE DEPARTMENT OF PUBLIC WORKS, TRANSPORTATION OPERATIONS DIVISION INSPECTOR FOR APPROVAL PRIOR TO PLACEMENT OF BASE MATERIAL AND/OR SURFACING. 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO SAN BERNARDINO COUNTY, DEPARTMENT OF PUBLIC WORKS, TRANSPORTATION OPERATIONS DIVISION INSPECTOR LISTING ALL TEST OR DETERMINATIONS COMPLETED TO VERIFY: A. R -VALUE SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASES. B. STABILITY OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING. 9. SAN BERNARDINO COUNTY, DEPARTMENT OF PUBUC WORKS APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM OR ESTIMATE OF QUANTITIES. PREPARED BY• FLOOD CONTROL DISTRICT SS SANITARY SEWER SCCP STEEL CONCRETE CYLINDER PIPE S.D. STORM DRAIN SHT. SHEET ST. STREET STA. STATION STD. STANDARDS STL. STEEL T.C. TOP OF CURB T.O.P. TOP OF PIPE TYP• TYPICAL VERT. VERTICAL VCP VITRIFIED CLAY PIPE W WATER W.W.H. WELDED WIRE MESH COUNTY OF SAID BERNARDINO` GENERAL NOTES - o GENERAL NOTES: TRAFFIC CONTROL - GENERAL NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLAN AND THE SAN BERNARDINO COUNTY 1. ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH THE CURRENT EDITION OF STANDARDS AND SPECIFICATIONS. THE TRAFFIC MANUAL., PUBLISHED BY THE STATE OF CAUFORNIA DEPARTMENT OF TRANSPORTATION. 2. A PERMIT FROM THE SAN BERNARDINO COUNTY, DEPARTMENT OF PUBLIC WORKS WILL BE REQUIRED PRIOR TO ANY ENCROACHMENT, CONSTRUCTION OR EXCAVATION WITHIN THE COUNTY RIGHTS OF WAY OR EASEMENTS. 3. ALL PIPELINES OR SUBSTRUCTURE OF ANY KIND AND TELEPHONE OR POWER POLES, WATER METERS, VALVES, HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE LIMITS OF THIS PROJECT OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED OR RELOCATED AT CONTRACTORS EXPENSE AND AT NO COST TO THE SAN BERNARDINO COUNTY DEPARTMENT OF PUBLIC WORKS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED. 4. IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT, DIKES OR CURBS AND/OR CURB AND GUTTER THE CONTRACTOR SHALL DILIGENTLY PURSUE THIS PORTION OF WORK UNTIL COMPLETION. 5. EXISTING COUNTY ROADS WHICH WILL REQUIRE RECONSTRUCTION SHALL REMAIN OPEN FOR TRAFFIC AT ALL TIMES WITH ADEQUATE DETOURS DURING ACTUAL CONSTRUCTION. 6. IF ASPHALT CONCRETE IS TO BE PLACED DIRECTLY ON SUB -GRADE OF ROAD OR DRAINAGE FACILITIES, A SOIL STERILANT REGISTERED BY THE E.P+A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURE'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 7. COMPACTION TEST OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB -GRADES SHALL BE PERFORMED AT NO COST TO THE COUNTY OF SAN BERNARDINO. A WRITTEN REPORT WITH THESE COMPACTION TEST SHALL BE SUBMITTED TO THE DEPARTMENT OF PUBLIC WORKS, TRANSPORTATION OPERATIONS DIVISION INSPECTOR FOR APPROVAL PRIOR TO PLACEMENT OF BASE MATERIAL AND/OR SURFACING. 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO SAN BERNARDINO COUNTY, DEPARTMENT OF PUBLIC WORKS, TRANSPORTATION OPERATIONS DIVISION INSPECTOR LISTING ALL TEST OR DETERMINATIONS COMPLETED TO VERIFY: A. R -VALUE SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASES. B. STABILITY OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING. 9. SAN BERNARDINO COUNTY, DEPARTMENT OF PUBUC WORKS APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM OR ESTIMATE OF QUANTITIES. PREPARED BY• Tettemer & Associates sngIna or@ Mvoonsulting ENONE@iIMB MAMMOOfT PIAMMM 18 TCCNNOLOOY ORIVE. IRVINE. CALIFORNIA 9981• Tei i 19481 683.9877 Fen; 19491 693.8077 . errp of ft Rdr o0 o..&. lin SCALE AS SHOWN Bar Scale shown below is one Inch on original drawing. If NOT one Inch on this sheet, adjust *colas accordingly. 0" 1" 2. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC (ALKYD BASE TYPE). 3. ALL SIGNS AND ROADSIDE MARKERS SHALL BE OF HIGH-INTENSITY (FHWA TYPE III) REFLECTIVE SHEETING, EXCEPT STOP SIGNS SHALL. BE DIAMOND GRADE (FHWA TYPE 111) REFLECTIVE SHEETING. 4. SIGNS SHALL BE MOUNTED ON METAL POST SIMILAR TO COUNTY STANDARD 303 (A) AND 303 (B). 5. ALL CONFLICTING STRIPING PAVEMENT MARKING NOT SHOWN ON THE PLANS SHALL BE REMOVED BY THE CONTRACTOR. REMOVAL SHALL BE ACCOMPLISHED BY SANDBLASTING, GRINDING, OR AS DIRECTED BY THE COUNTY REPRESENTATIVE. 6. ALL CONFLICTING SIGNS SHALL BE EITHER REMOVED, RELOCATED OR COVERED BY THE CONTRACTOR. RELOCATABLE SIGNS SHALL BE INSTALLED AS SPECIFIED ON THE PLANS OR AS DIRECTED BY THE COUNTY REPRESENTATIVE. 7. ALL EXISTING SIGNING AND PAVEMENT MARKINGS NOT SHOWN ON THE PLANS IF REMOVED/OBLITERATED SHALL BE REPLACED/RESTORED OF SAME KIND AND IN CONFORMANCE WITH THE CURRENT EDITION OF THE TRAFFIC MANUAL PUBLISHED BY THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION. 8. THE CONTRACTOR SHALL NOTIFY COUNTY REPRESENTATIVE TO SCHEDULE WITH SAN BERNARDINO COUNTY, DEPARTMENT OF PUBLIC WORKS, TRAFFIC DIVISION PERSONNEL FOR A FINAL REVIEW (WALK THROUGH) AND APPROVAL OF TRAFFIC CONTROL DEVICES PRIOR TO PROJECT ACCEPTANCE. 9. ALL CONSTRUCTION SIGNS SHALL BE BLACK ON ORANGE BACKGROUND WITH HIGH INTENSITY (FHWA TYPE III) REFLECTIVE SHEETING. 10. ALL CONSTRUCTION SIGNING SHALL BE IN CONFORMANCE WITH THE CURRENT EDITION OF THE MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES, PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION. 11. ALL SCHOOL WARNING SIGNS SHALL BE DIAMOND GRADE FLUORESCENT REFLECTIVE SHEETING YELLOW - GREEN. INLAND EMPIRE UTILITIES AGENCY A Municipal Water District N LOCATION MAILING ADDRESS 9400 Cherry Avenue, Building A Post Office Box 697 Fontana, California 92335 Rancho Cucamonga, Telephone (909) 357-0241 California 91730 CHINO BASIN FACILITIES IMPROVEMENT PROJECT JURUPA BASIN FORCE MAIN KEY MAP & NOTES SHEET G3 OF 19 SHTS DWG. NUMBER c55 14 O Ar,.?.. . o „--