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HomeMy WebLinkAbout4676-11FUTURE WEST FUTURE EAST FUTURE WEST R/W 132' R/W R/W 66' FUTURE CONSTRUCTION' 66' FUTURE CONSTRUCTION 30 30 18' 12' EXIST R/W EXIST R/W 12 18' 7, w w 14' 2P 14' w I I z I = FUTUREI MEDIAN , _ ? �I� z EXIST. GROUND z� I LL_ 8 EXIST AC PAVEMENT FUTURE OPTIC BXIST EXIS I ST.POWER POLi- \�,,FIBERS I IMPROVEMENTS EXIST. 6 WA 12 WA 24 ABANDONED EXISTING F �y 26' 21' I eR , " SS SD FUTURE o 17 PROPOSED 102 MAX Ir w Z Z U Q AT MIDDLE OF LANE _i TYPICAL SECTION A -A SIERRA AVENUE '132' FUT R W SCALE: 1"=20' FUTURE WEST FUTURE EAST R/W 132' R/W 3' MAX SIZE NATIVE 66' FUTURE CONSTRUCTION 66' FUTURE CONSTRUCTION SOIL COMPACTED 9590 18' 12' 30' 30' 0 EXIST R/W EXIST R/W 12 18 � 6" MIN I w w 14' 2' 14' w I I I 10" MAX z FUTURE MEDIA z l l z - 11' I- -, III � = EXIST. GROUND N Z U_ z U_ z III w U_ EXIST AC PAVEMENT 26' 1:1 SLOPE 12" GAS,, FUTURE TYPICAL I `\FIBER OPTIC EXIST. 11'16" EXIST. POWER POLES I IMPROVEMENTS PROP 12" WA I EXIST. 24,W BY OTHERS 47' 15' `EXISTING 6" MAX SIZE I NATIVE SOIL. I rnmpAr.Tm qn7 I I SD o 17' 12" SS TUBE PROPOSED �w W:5 AT MIDDLE OF LANE TYPICAL SECTION B -B SIERRA AVENUE 132' R W SCALE: 1 "=20' 66' FUTURE CONSTRUCTION 18 12 ' 30' LU z EXIST f 7' 14' " CURB - .r.,, ,:�„ . 12' XISTING AC o �� PAVEMENT TO EX. 12" SIDEWALK BE REMOVED 8" CF 00 18' 21 �Q V 24"f SD 24' 29' 36' ICAL SECTION C -C SIERRA AVENUE 132 R/W FUTURE EAST 132' R/W 25' 66' 1 ' 18 ' 5.5' 6' ' 30' 0.5 EXIST R/W z ZI �, LANDSCAPE LOT IV 6' BLOCK WALL 6" MIN 10" MAX 47' 3' MAX SIZE NATIVE SOIL COMPACTED 95% 6" MIN 10" MAX 6" MAX SIZE 1 I NATIVE SOIL COMPACTED 907' 1:1 SLOPE TYPICAL 1 " MAX SIZE SELECTED NATIVE BEDDING COMPACTED TO 907 VCP OR DIP SEWER Wilk N Z VCP OR DIP SEWER o �o 112" CRUSHED STONE BEDDING PER STD. SPECS. FOR PUBLIC WORKS CONSTRUCTION TABLE a- 200 1.2 [A] SHOWN TYPICAL BEDDING FOR VCP OR DIP 10' OR DEEPER NTS .Itcel C4.7/ng ® © or other roved ,. maler0 3/4 Mox. clearance GENLIt.QL NOTCH _ A l Steel using tha/f be Installed by means of• jacking or dry boring, exceat where 6E:E:AhO specifically noted orr the plans to be imhilled by open french construction. 3 4" ND. 10 Z. Casing diemeter shall be a minimum of 41nch" greeter fhan the outside bell diameter, { - • _ tree f sewer pipe eas/ng slit// not be less than JOinches in diameter, when cawma is YCO4 I bored, unless .specifit81/y norm! NO. 4 J The steel min. cising thickness speclfied in 'rd&f 4"44 required for rasing inplsce. Pipe Coupling and does not account for construction loads. the Confroctar 5ha11 be solely or Dell responslble for the structural sufficiency of the easing during construction, wooden 3k1d and a/so the method of hwfallsfion. Full lengfh I -- f,, Gravity delver pipellnes and pressure pipelines shay1 be.aupporfed on -PULL pipe skids subject to the .7pproral of the Engineer. C. AA L. e C. pressure pipe may NOTES: T. CLEAND01 FRAME Ar COYER, rest on the bottom of the easing, but shill not be dr.2gged info position without -- -� pipe skids. ra ec E �' fsrEELi® -__ TN/CKNEss'T' 5. Ends of the casing pipe shall be elosedaround the carrler with a poured -in place 11 p/:ifer-of-ports or cement plug with osm,:// opening left for drainage .7t the bottom oIAMLTER D• YmxE-r.S trNwys of the downstrem side only. (Of es orlreered.)Q fiNcHes) r 1tA11, D5/ Q• -/o- 1. 0. W 4" -Ie": W J. All.Tkide are to be squ-Ire in cross seefion and may be made from l/edwo04 or It'- /6' 0. D. ye I A- It=lc r */az• •e or. befter Ooug/ai fir. soundmoterW,, to be W>lmanired or Cremated. 0edwead le• - to, a D. " /el R; ao c' z- need not be treated.) fl, 0, d. ye r-vef" _ ?4' 0. Q Y4 " 7. Skids shall be affaehed to pipe either by sfropping with a shndaro strapping moehinc sz` �' 0.9 ' " ' '/r�` Pd' o. , '. iss - to hold sklds in place duringy pulling operaflons. 3e stainjess band, ormejhod of 'c)eatimS skids tJ. / 0. L 0. 0.ir z,. / B, t7ex/b/e pipe (PVC. ADS, 12PAf, etc) sha11 hove spacer pulde along the top to prevent pipe from /� floating. For Note 5. Pipe J2" 0.0 ,vz' ends of casing plpe, see within cosing to be bonded together the Jointsfor an Integral unit per manufoctuers' rec. 2approved flexible couplings Q9 shoe be used at each en of cosing, per S8-63. ze- 0.10 Ji' 9//6' %r min. 40" O.O. i1• 9i6- Ng.511li2 42" OQ 9 " N © 9l 7tGD. y . s TOTA- ANUKfAF51iL. 6ERDTED Fe Aoy ctae rs sna�spEdrrota//Gv�Eeefri/ioo gy� prfe ✓/Iasdi/o4= Oror C Si,T �i eiCwt. .Crp.p6oa6o' ni®The51 a-td6rc,+C•/Et,.Lios .Sa,o.rt,sC.:L'`ris en.s.o,d>r srre/eo easign . EMWD 5PEGS , UNLES°a 0111 RW15E aPELIrIE%D am All wooden skidsTy{E GOPLS tfhe blSdrret Prior de insc'a/��dien oI• tFie Gcrr.ar Jp�ipe. Gbpdrtc.res Ern.,+ pp/�nne�/ecad:•n oi`Srw1e oI't.y� Ci6;rl� ,Pe 9hr// rrtpsiire JL ,x .'a/d dvr✓*�• 1'ir eor -O-ier p.PC re!desi?ri i1' RUG IOM WFPIC7oJ• to be square. .�Bsoii/e, or abs�+den.nii.d I'sver o.� s .s r., iisSEs//:f i:n AVMSD No•(E, sR to OR$ 10.13 91 ® 7•4.11 TFL$ RSV. NDTe to REVISIONS REFERENCES seALEAlone DATE EASTERN MUNICIPAL WATER DISTRICT - ..--� -- No. DATE INl I L OESCRI►TION I A►/YD _ _ -1 DESIGNED i V. J. RIVERSIDE COUNTY. CALIFORNIA 1�-ZI.7L A4,!Af REDIMWAt _ _ DRAWN - hfrM._ Jt171 JTANDA?D OR/JW/NG e-l7Tf MM NOrE'D l _ „ - -t- -I ADDED - ---- TRACED 0 PIPE Cd J1NG 3-i1-77v_A-1C,4 IREV15EO "07'-- W& Sts " CHIMEDJ'M !, 791 S$J _ f Ti,N�� no ea 7+ 8 A P ALS Sulurnm -. _ (11!4' . 6 w MAIA L / 4dDGH. IAJored r70,fe _DESIGN IcotySTAUCTIONI 0►ERA7IONS RECOMI.I[NDED _ I APPROVED -- A• A lit �CHr W610(ra- SEWER ENCASEMENT DETAIL (A. N.T.S. � 11 n O 1J1'J1,4 V11 1V1C111E11. !� The Bench Mark for this project is: SL -3. Chis. "X" on top of curb return of Sierra Avenue and Summit Avenue Elevation=1663.115 DIAL TWO WORKING BEFORE �� DAYS BEFORE YOU DIG YOU DIG BASIS OF BEARINGS: TOLL FREE 1-800-227-2600 The basis of bearings for this drawing is: A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT The west line of Sec. 20 T1N, R5W being N00'33'41 "W per R.S. 35/9 REVISION DESCRIPTION SCALE: 1"=20' N IJ 1 " MAX SIZE SELECTED NATIVE BEDDING COMPACTED TO 9070 TYPICAL BEDDING FOR VCP OR DIP LESS THAN 10' NTS STREET SURFACE COMPACTED EARTH t A -4 STREET SURFACE TABLE 200-1.2(A) PERCENTAGE PASSING SIEVES SIEVE SIZE 1/2 1/a" BEND - 1" - 3 4" 45! 1 2" 90-100 YCO4 I 20-60 NO. 4 USE MANUFACTORS APPROVED CLAP. NO. 8 v 21 - TEST GRAD NG B SECTIONAL ELEVATION L7 -- NOTES: T. CLEAND01 FRAME Ar COYER, ) o -- -� ALHAMBRA FOUNNY NO. A-1240 -__ OR EOUAL. 11 2. 3250 PSI P.C.C. TO BE USED IN "171/2- ALL SEWER CONSTRUCTION, 3. THE MAXIUUM DISTANCE TO SEICTIEiN A -A MANOIOt.E 0OWNSTREAM SHALL BE 150'. NOT TO WAI E Q>�°fElFE/pal ROVED 13Y: CITY OF FONTANA p AftW SEWER TERMINAL Ng.511li2 DATE RICARDO SANDOVAL CLEANOLIT EJIP.91lOfQl BY- !26 cmREVIEWED Of GL\ \� DATE OF LAST REVISION: am STD. PLAN N0. 2044 Ism 1 OF 1 TABLE 200-1.2(A) PERCENTAGE PASSING SIEVES SIEVE SIZE 1/2 1 1/2" - 1" - 3 4" 100 1 2" 90-100 3/8 20-60 NO. 4 0-15 NO. 8 0-5 TEST GRAD NG B , TYPE III C2 AR -4000, HOT MIK A.C. MIN. 1 114 - MATCH EXIST. PAVEMENT + 1' / TYPE III B2 OR 83 AR -4000.)407 MIX A.C. 4" MINIMUM THICKNESS SEE N07E 10 LANE LINE STRIPING , 'IF DISTANCE IS < 2' SEE NOTE i0 W OR AS DIRECTED BY THE CITY ENGINEER OR DESIGNEE. 2' 2' A.C. 10 BE REMOVED MIN. EXISTING A.C.- ... MIN. AND REPLACED. (" 12 3" MAX. SIZE NATIVE "• ��� �� "%"� �:. } \' - SOIL, COMPACTED 95X. °t �\ ��. pe;1> 6' MAX. SIZE NATIVE SOIL, r o c i; <�; , ,, \ ; COMPACTED 90% �'/ •/� 12` BEDDING MATERIAL SHALL MEET OR EXCEED SECTION 306-1.2.1, STANDARD \ SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. LOCALLY EXCAVATED NATIVE MATERIALS /,X ���\ T MAY BE BLENDED TO THE REQUIRED SAND EQUIVALENCY OF 30 OR GREATER. LEGEND: 'r / /.\ `\\ • t\' � ..\�/��/.�. • ' 4- MIN. W = TRENCH WIDTH \ BEDDING SHOULD 8E IN ACCORDANCE O.O. = OUTSIDE DIAMETER OF PIPE WITH NOTE NO. 12. PIPE CLASS / D -LOADING. W - O.D.. Tr w1N I D.D.. 24- uAY. GENERAL NOTES: 1. ALL EXCAVATION WITHIN T14E CITY OF FONTANA RIGHT-OF-WAY REQUIRES AN EXCAVATION PERMIT FROM THE ENGINEERING DEPARTMENT. 2. UNDERGROUND SERVICE ALERT SHALL BE NOTIFIED 2 WORKING DAYS PRIOR TO START OF WORK 1-800.422-4133. 3. ALL PUBLIC WORKS INSPECTION REQUESTS WILL BE MADE 2 WORKING DAYS AHEAD OF THE SCHEDULED WORK. 4. COMPACTION OF BACK FILL SHALL BE VERIFIED BY REGISTERED GEOTECHNICAL ENGINEER AND A COMPACTION REPORT SUBMITTED TO THF CITY FOR APPROVAL PRIOR TO THE PLACING OF THE PERMANENT PAVEMENT. IN LIEU OF COMPACTION TESTING CONTRACTOR MAY USE 2 -SAC PCC SLURRY. 5. ALL EXCAVAZIONS SHALL BE MADE, PROTECTED AND SUPPORTED AS REQUIRED FOR SAFETY AND IN A MANNER SET FORTH IN OPERATIONS, RULES, ORDERS, AND REGULATIONS PRESCRIBED BY THE CALIFORNIA DIVISION OF INDUSTRIAL SAFETY. A COPY OF THE CAL OSHA EXCAVATION PERMIT, IF APPLICABLE, SHALL BE FURNISHED TO THE PROJECT INSPECTOR PRIOR TO BEGINNING THE WORK. STEEL PLATE BRIDGING SHALL BE IN ACCORDANCE WITH CITY STD. NO.4WP. T 6. PERMANENT PAVEMENT SHALL BE REPLACED WITHIN 30 DAYS OF EXCAVATION. A MINIMUM 2 -INCH THICKNESS OF TEMPORARY ASPHALT PAVING SHALL BE PLACED WITHIN THE TRENCH AREA UNTIL PERMANENT REPAIR IS COMPLETED OR AS DIRECTED BY THE CITY ENGINEER OR DESIGNEE. THE TEMPORARY PAVING SHALL BE PLACED AND COMPACTED IN SUCH A MANNER AS TO PROVIDE A SAFE AND SMOOTH TRAVELED SURFACE. PERMITTEE SHALL MAINTAIN THE TEMPORARY PAVEMENT IN A SAFE AND SMOOTH CONDITION UNTIL PERMANENT PAVING IS IN PLACE. E� I OEESSIoAROVED Ja �� CITY OF FONTANA v0�`��Q04 SJ,I�O` Fac' / I O� !r � . " ev No. 51152 ITY E GIN ER DATE STANDARD E:XP.91301D9 RICARDO SANDOVAL TRENCH REPAIR � DRAWN BY: -_ TAM / DS I OD$ �lflE OF CAl1EREVISION NUMBER: 1 6126/06 STD, PLAN NO. 443t-FSHT OF 2 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. QROFESS/0� O L• & i 0 NO. C 047255 m W Exp. 12/31/09 CIV1%- a\P 9TF OF CA01O� SID. MMIOLE -1' FRAUE a COVER PLACE IOP �7�- STEP - �D1rNEAni -- FREIE--'- _ 5}- 2J' ---I Y ' ALURRAIT••• SEF #6 CROSS VARL BEND 10 ` DOTTED LINE o� tn i z U Co 48' T. J M in ' d • -• -�) » .. > SECTION OF TOP RINGS {PRE -CAST R.C.} I ' 4•-rl° - ---�� -•- - ALL MANHOLE BOTIOMS UT ARE POUR IN PLACE USING 560-C-3250 CONCRETE 1 ^_ 4 "-----J 5 I. OD _ 5" DIA. a 48" I.U. W m - 2A' Ln \\ W VARIABLE (n I 148' I.D. 534}• OTA. JOINT DETAIL INLET YROfESS/Otis` AR)ROVEDBY: CITY OF FONTANA h4'�`'`�Q,pO SApOaD Fyci "' STANDARD CAST K rn No. 51152 C11Y EER DATE i RICARDO SANDOVAL N PLACE MANHOLE A EXP. 9130/07 * FOR SEWER REVIEWED [3Y`_F,_ crrn mnaoa Of CAIIEREVISION NUMBER: ._ STD. PLAN N0. 2001 SHT 1 OF 2 GENERAL NOTES: Continued 7. PRIOR TO PLACING PERMANENT PAVING, EXISTING PAVEMENT SHALL BE CUT TO A NEAT STRAIGHT LINE. ALL PAVEMENT JOINTS OR CRACKS WITHIN 2 FEET OF TRENCH IN ALL DIRECTIONS, OR AS DIRECTED BY THE CITY ENGINEER OR DESIGNEE, SHALL BE REMOVED AND REPLACED. S. ALL EDGES OF EXISTING PAVEMENT BEING JOINED AND SURFACE BEING OVERLAID SHALL RECEIVE A TACK COAT OF ASPHALT EMULSION. 9. TRENCHES OF 300 FEET OR MORE TO BE PAVED WITH A SELF-PROPELLED PAVING MACHINE. 10. ANY STREET PAVED OR RESURFACED IN THE PREVIOUS 36 MONTHS SHALL BE SUBJECT TO SPECIAL PAVING REQUIREMENTS. ANY TRENCH EXTENDING FROM THE CURB INTO THE PARKING LANE, SHALL REQUIRE A COMPLETrGRIND AND OVERLAY OF THE PARKING LANE. ALL TRENCHES EXTENDING LONGITUDINALLY IN THE DRIVING LANE SHALL REQUIRE THAT THE ENTIRE LANE BE COLD MILLED AND OVERLAID. ALL TRENCHES EXTENDING INTO THE TRAVELED LANE TRANSVERSELY WILL REQUIRE THE ENTIRE LENGTH OF THE TRENCH UP 70 THE NEAREST LANE LINE BE COLD MILLED AND OVERLAID 10 FEET IN BOTH DIRECTIONS FROM THE CENTERLINE OF THE TRENCH. 11. IF TRENCH FAILURE SHOULD OCCUR, THE PERmITTEEIDEVELOPER WILL BE NOTIFIED OF SUCH DEFICIENCIES AND ALLOWED TO REMOVE, REPLACE, REMEDY THE WORK. UPON FAILURE OF THE CONTRACTOR 70 PROMPTLY COMPLY AND UNDER ORDER OF THE CITY ENGINEER, TRENCH SHALL BE REMEDIED, REMOVED, REPLACED AT PERMITTEE! DEVELOPERS SOLE EXPENSE. 12. BEDDING MATERIAL SHALL BE SAND, GRAVEL, CRUSHED AGGREGATE OR NATIVE FREE-ORAINING GRANULAR MATERIAL HAVING A SAND EQUIVALENT OF NOT LESS THAN 30, AND SHALL HAVE A PERCENTAGE COMPOSITION BY WEIGHT WHICH CONFORMS TO THE FOLLOWING GRADING: SIEVE SIZES V. PASSING SIEVES 1-112. tee- ................... 100 112• ................... 90.100 318- .............- 2D•60 No. 4 . 0 • t5 Na. 8 0 = 13. THE CONTRACTOR / PERMITTEE SHAH BE REQUIRED TO FOLLOW THE WORK AREA TRAFFIC CONTROL HANDBOOK ("WATCH' MANUAL) OR AS DIRECTED BY THE CITY TRAFFIC ENGINEER OR DESIGNEE. 14. FULL STREET CLOSURES REQUIRE CITY TRAFFIC ENGINEER APPROVAL AND REQUEST FOR SUCH CLOSURES SHALL BE SUBMITTED 2D DAYS IN ADVANCE OF CLOSURE. 15. THE WORKING HOURS ON ARTERIAL AND MAJOR STREETS SHALL BE SUBJECT TO APPROVAL BY CITY TRAFFIC ENGINEER'S OFFICE. 16. ALL STRIPING AND MARKINGS DAMAGED DURING CONSTRUCTION SHALL BE REPLACED IN KIND AS DIRECTED BY THE CITY ENGINEER OR DESIGNEE. 17. ALL POTHOLES! SERVICE CUTS I ETC. SHALL BE BACK FILLED WITH A 2•SACK SLURRY OR AS SPECIFIED BY THE CITY ENGINEER OR DESIGNEE. 18. SOIL•STERILANT IS REQUIRED PRIOR TO PLACEMENT OF PERMANENT PAVEMENT, QfoTESS/oPROVE B X. CITY OF FONTANA �@Q�OQQpO s'Iyao<Fyc { � � • Cie No. 51152 CITY ENGINEER DATE STANDARD RICARDO SANDOVAL k EXP. 9130109 'A TRENCH REPAIR cmL DRAWN BY: TAM /DS 14)08 _ OF CALIEp1- REVISION NUMBER: 1 6/26/06 STD. PLAN N0. 4m SHT 2 OF 2 e� "FUSCOE E N G I N E E R I N G 10390 Commerce Center Drive, Suite 200, Rancho Cucamonga, Califomia 91730 tel 909.581.0676 o fax 909.581.0696 o www.fuscoe.com NOTES: 1, SEE STANDARD DETAILS NOS. 2002 & 2007 FOR DROP do TYPICAL SEWER MANHOLE. BASES DETAILS, 2. ECCENTRIC CONE MAY BE USED IN LIEU OF CONCENTRIC CONES. 3. 11it LOWEST MARIIQLE SW SHALL BE PLACED NOT LESS THAN 16". NOT MORE THAN 24" ABOVE SHELF. 4. THE UPPER MANHOLE STEP S1W BE PLACED BETWEEN THE 70P OF THE MANHOLE AND THE MANHOLE COVER FRAME AND SHALL PROJECT NOT MORE 11AW r INSIDE MAW -OLE. 5. ALL JOINTS SHALL E1E MORTARED. 6. 3/4" DIAMETER GALVANIZED IRON STEP OR PLASTIC STEPS PER ASTM A-82. ASTM C-478. ASTM TYPE II GRADE 43758. � ■ iFssl� <<' Ap oV BY• CITY OF F014TANA STANDARD CAST �` Nts.51152 CITY EN EER DATE IN PLACE MANHOLE -SANDOVAL * fi EXJ' 9F30ir31 `� * REVJEwED I3Y•„FOR SEWER +>� �lF Of CA0 REVISION NUMBER: STD. PLAN No. 2001 m 2 OF 2 MANHOLE FRAME & COVER ALFIAMBRA FOUNDRY CO. LTD. QU NO. A•• 1170 OR EA_L \�, A ...-L TOP I 12"MIN. PAVEMENT -71 T_ . A < (1 TO SURFACE A INNER PAN / ttHAMBRA FOUNDRY CO. LTD. NO. A-1172 Oli EQUAL NOTE: NOT TO BE FURNISHLD UNLESS CALLED FOR IN SPECIFICATIONS. PLAN 1"=1' 12" IN. TOT, PAVEMF.NT:7 V A 12" MIN. L BiI l� NOT ESAME SECT ILO N A SAS EXISTING - 1 " MIN. -A NO MORE THAN 12" OF GRADE RINGS ALLOWED FOR A MAXIMUM OF 18" FROM TDF' 01' MANHOLE BARREL CONCRETE SHALL ESL PLACED FROM 2" BELOW GRADE RING TO 2" BELOW MAN1101 F DARRLLI AND SHALL ENCAP L GRADE RING QRt1T ES510y ovEa Y• 44 CITY OF FONTANA STD. MANHOLE FRAME & `Y No. 51152 je CITY ENGI EER DATE COVER AND REINFORCED * EXP. RICARDO SANDOVAL CONCRETE COLLAR REVIEWED 13Y - elute op CAL���REVISION NUMBER: ---_. E -o STD. PLAN NO. 2000 SHT 1 OF I V) LO CO CITY OF FONTANA, CALIFORNIA -� SEWER IMPROVEMENT PLAN E DRAWN BY: CEA DESIGNED BY: CEA CHECKED BY: _AF DMB CI DETAI HEET BY: or JEER' R.C.E. 51152 v I 000 SCALE: AS SHOWN o �; L N DATE: MARCH, 2008 E -o DWG. NO.: ) o 4676 3 ++ DATE: 11 v o_J