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141706 <br />Future �, <br />/05 't <br />t <br />I /Of t <br />EX/5T. GKOLIND 2' <br />_\ \ R <br />_k )1Z <br />W <br />FUTURE 1A4PR0VE1WENTS <br />SECTION "A A" <br />NTS 11 <br />Concrete Th <br />Block <br />Mark "W at line location <br />30" <br />„ <br />,I <br />L <br />3' <br />PLAN <br />G' H/GH PERIMETER CIIA/N L/NK <br />FENCE WITH PLAST/C SLAT <br />1►6 h (TYP/CAL) F <br />CONSTRUCT OUTFALL STAZUCTURE <br />30" /N V. /0 t -10, A <br />W, 5. = /09.5 <br />\ BOTTOM OF mND ELEV. /O/ <br />/0 X /O' <br />THICK LAYER ti 3 7 8 <br />NA77VE C0.8BLE5 II <br />PROFILE OUTFALL <br />SCALE <br />"CHRISTY G-8" or equal <br />valve box <br />Sidewalk <br />/\� . •: ; ' ; �• , .. 8„ Min <br />;12" Max <br />F_ <br />177- 2" Threaded Cap <br />#5 rebor top and bottom ...`% <br />Cast iron cap tapped 2"� 2" Galv. Iron Riser <br />N <br />o+ Concrete or PVC pipe <br />D =`• cut to fit (10" i.d min.) <br />2" Golv, iron 90' elbow <br />r 2' Bronze gate valve <br />2" Threaded goly. <br />with non -rising stem. <br />iron nipple-24"STOCKHAM B-130 or roved <br />max. lengthh4 PP <br />12" equal with 2" operating nut <br />NOTE SECTION <br />For temporary blow -off use some concrete blocking but omit reinforcing bars <br />4 2° BLOWOFF VALVE <br />8 <br />STRUCTURE <br />I" = 40' HORIZ. <br />1" = 10' VERT. <br />/0' <br />No <br />�� <br />J <br />Nm <br />Cast Iron Frame and Cover - refer <br />Top of pavement grade to Standard Drawing No. S-4 <br />Mortar <br />Precast reinforced concrete <br />grade adjustment rings <br />2 3", 4, k 6"sections <br />as required •, <br />Precast reinforced <br />concrete cone <br />io <br />All joints mortared and 2'-0" <br />EXI5T, GROUND banded with mortar on Diam. N <br />both interior and ` <br />exterior surfaces •;; <br />Precast reinforced manhole, 5" Min. <br />ASTM C478, adjust to ) ?. <br />proper elevation. (1',2',3', &, <br />-424 L.FN30'5D 4' sections as required) o <br />9=0.00/O Notes: > A j > <br />Diam. <br />1. Eccentric cones shall be b <br />used where specified on <br />the plans.i Por .' <br />Curb, gutter, and Edge of <br />sidewalk pavement <br />i I 3" AC <br />pavement <br />I I w or 4 concrete <br />12" - i 1 12" T <br />t t <br />' 4' <br />I 18" I 1 <br />I i 4 <br />I I t <br />6 <br />Blue Reflective Pavement Marker <br />PLAN VIEW R/W <br />Variable 11' <br />Break -off i <br />check valve or <br />Valve box, frame and lid joint as req'd. <br />I refer to Standard Drawing by director <br />2" above ground line <br />Flanged by ring-tite adaptor <br />(as required) <br />Water main i <br />2' x 4' concrete <br />anchor block - <br />Conc. thrust block <br />refer to Standard 1. <br />Cone. thrust Drawing No. W-5 1 <br />block refer to 6" flanged or flanged by <br />Standard Drawing ring-tite gate valve <br />No. W-5. <br />Tifco No. 11 tee or equal <br />NOTES: <br />1. Fire hydrants shall be placed with pumper outlet facing directly towards <br />the street. <br />2. Fire hydrants shall be clean and free of concrete. <br />3. Fire hydrants to be American Darling model B-628, Long Beach model 615, <br />James Jones J-4060," <br />reliant", Mueller "Centurion" <br />or "Modern Centurion",or approved equal " <br />(2)2 1/2" & (1)4 1/2" wet barrel in other <br />areas as approved by the fire chief. <br />4. All hydrants shall be painted OSHA safety yellow or as approved by the <br />fire district. <br />5. Break off check valve, Long Beach Iron Works, model LB 400, or <br />approved equal <br />5 FIRE HYDRANT <br />8 <br />2. Joints may be either keyed <br />or tongue and groove. <br />3. Diameter "A" shall be 4„� Lowest <br />48 60", or 72" as <br />required. Class "Y' concrete for b <br />rL <br />base. Pre -cast base <br />may be used if approved <br />by the Director of Public Works <br />ELEVATION <br />xr NOTE: A V-6" concrete cone may be used if approved by the Director <br />of Public Works <br />Std. Frame do Cover <br />M 1" Clear <br />Mortar - <br />�,_6,. Flat slab shall be used when <br />•• •�� depth does not permit use of <br />Max. tapered unit <br />24" Use precast H-20 load rated <br />as manufactured by Teichert Precast <br />�6" Min. or equal. <br />A� Frame shall be secured to riser or <br />flat slab top with cement mortar <br />FLAT SLAB TOP <br />2 DETAIL: STORM SEWER MANHOLE <br />NOTES: <br />N.T. S. <br />Backfill with materials equal to or <br />better than the existing pavement <br />and base in quality. New Pavement <br />shall be 1" thicker than existing <br />pavement, minimum of 0.25 feet. <br />New base shall be 1" thicker than <br />existing base, minimum of 0.5 feet. <br />Existing Pavement <br />ompact in 12" max. <br />layers to a min. <br />--- relative compaction <br />of 95%* under povemen <br />------- and shoulders, and <br />90% outside shoulders. N <br />--- Compact in 24" max. <br />layers to a minimum <br />relative compaction <br />of 85%, <br />Compact in 6" layers <br />to a minimum relative <br />�\ compaction of 90%. <br />O.D. 10" Min. 10" Min. <br />0, D. <br />+ 20" Min. <br />RIGID CONDUIT <br />O.D. <br />+ 20" Min. <br />FLEXIBLE CONDUIT <br />10" Min. <br />1. Relative compaction of materials shall be tested in accordance with <br />the State of California, Dept. of Transportation Testing Manuals, test <br />method No. California 216 or 231. <br />2. All existing pavement shall be neatly cut to line prior to trench excavation. <br />3. Jetting or pon ing will be permitted within the street Right of Way with <br />a 3 year bond. <br />4. When shown by soil composition and compoctability, ninety percent (90%) <br />compaction may be used, when approved by the Director of Public Works. <br />5. Special bedding requirements may be shown on the plans or specified in <br />special provisions. <br />6. Shoulders shall be as shown on the plans or specified in the special <br />provisions but in no case shall the shoulder be less than three feet wide as measured <br />from the edge of pavement. <br />7. The contractor is responsible for obtaining the specified compaction. If compaction <br />cannot be attained with native backfill material, the contractor shall import <br />granular backfill materials at his expense. <br />%6� TYPICAL TRENCH BACKFILL <br />¢' Sfreef <br />R/W <br />50' <br />25' 25' <br />F.D.C. <br />0.92 0.92' 5;/) MAX <br />s/OPe fo /r/�?tch 2 % M/N. e0l-( <br />naf i y�a4e ° /_Primecoaf rn�tch native grade (fyP) <br />2I° /-- <br />A. B. <br />See Pavements eecfion <br />Table Below <br />FA0I-N b`RIVE <br />3 STREET CROSS SECTIO <br />8 N.T.S. <br />SEE SHEETS 5 & 6 FOR <br />BATES ROAD CROSS SECTIONS <br />6" Tyyppe ;4"- AC Dike (tyP) <br />C19/7"'rens Std. A87 bee <br />detdil below. <br />PAVEMENT SECTION TABLE <br />LOCATION <br />T.I. <br />R -VALUE <br />A.C. <br />A.B. <br />aea'v <br />eti' <br />FAGIN DRIVE <br />v <br />5 <br />2.5" <br />8" <br />O.D. <br />+ 20" Min. <br />FLEXIBLE CONDUIT <br />10" Min. <br />1. Relative compaction of materials shall be tested in accordance with <br />the State of California, Dept. of Transportation Testing Manuals, test <br />method No. California 216 or 231. <br />2. All existing pavement shall be neatly cut to line prior to trench excavation. <br />3. Jetting or pon ing will be permitted within the street Right of Way with <br />a 3 year bond. <br />4. When shown by soil composition and compoctability, ninety percent (90%) <br />compaction may be used, when approved by the Director of Public Works. <br />5. Special bedding requirements may be shown on the plans or specified in <br />special provisions. <br />6. Shoulders shall be as shown on the plans or specified in the special <br />provisions but in no case shall the shoulder be less than three feet wide as measured <br />from the edge of pavement. <br />7. The contractor is responsible for obtaining the specified compaction. If compaction <br />cannot be attained with native backfill material, the contractor shall import <br />granular backfill materials at his expense. <br />%6� TYPICAL TRENCH BACKFILL <br />¢' Sfreef <br />R/W <br />50' <br />25' 25' <br />F.D.C. <br />0.92 0.92' 5;/) MAX <br />s/OPe fo /r/�?tch 2 % M/N. e0l-( <br />naf i y�a4e ° /_Primecoaf rn�tch native grade (fyP) <br />2I° /-- <br />A. B. <br />See Pavements eecfion <br />Table Below <br />FA0I-N b`RIVE <br />3 STREET CROSS SECTIO <br />8 N.T.S. <br />SEE SHEETS 5 & 6 FOR <br />BATES ROAD CROSS SECTIONS <br />6" Tyyppe ;4"- AC Dike (tyP) <br />C19/7"'rens Std. 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