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I <br />U/7M <br />t'utUre 'Cast Iron From* and Cover - refer <br />Top of pavement gran to Standard Drawing No. S-4 <br />310 � f � Mercer <br />Precast reinforced concrete �j o <br />/05 �f Vt <br />as required <br />orced <br />6'Y1611 PER/METER A/A/ L/NK X c °rotercomns <br />FENCE W/TH PL /C SLAT 10 <br />lly•5 CTYP/CAL) e, or <br />At ' s mtored and <br />EX/57 GROUND 2 .J. v x EX/5T. GROUND banded 'th mortor on Diom. aN <br />CONSTRUCT OUTFALL STRUCTURE both in and <br />exterior sea <br />30/iv V. /01. 8G A <br />'\ W Precast reinf ed manhole, <br />ASTM 0478, to <br />e <br />W.5. = 10 .5 a proper elevation. 1'red) , tc, <br />424 L.f 30x'50 4' sections as r net) c <br />o <br />5=0.0010 Notes:A >° a <br />�•�.. Q�ti am. <br />" 1. Eccentric cones shall be ; b <br />FUTURE /A4PROVEMENTS _ _ _ GT20M <br />07 R -WD elell /O/ /30 L.F 30 D 5=0.009 tMd�Mre specified on i L <br />.I <br />2. Joints may be either keyed <br />or tongue and groove. T �t•�•' <br />/0 X /0' 3. Diameter "A" sholl be Lowest <br />48", W. or 72" as FL <br />' LAYER" TO 8 r required. Close '8 ncrete for 10 <br />- O <br />base. e- st base <br />COBBLES <br />may used If approved <br />" A \ by t Direct of Public Works <br />Pti LEVATION <br />P <br />a NOTE: li 1'concrete y be used if approved y the Director <br />t0 of Public Works <br />Std. Frame &ver <br />Mortar 1" Clear <br />Flat lob shall be used when <br />/� -8. • • depth oes not permit use of <br />Max' toper¢ unit <br />SECTION A - A" 24" - Use pre st load noted <br />as menu lured red by TeicMrt Precast <br />or equal. <br />6" Min. Frame sholl a secured to riser or <br />I PROFILE OUTFALL STRUCT E A <br />flat ebb lop 'th cement mortar <br />FLAT SLAB TOP <br />6 SCALE I"= 40' HORIZ. <br />1" = lo' VERT. 2 ETAIL t STORM SEWER NHO <br />6 N. T. S. <br />� O <br />1 <br />Concrete Thrust <br />Block I <br />PLAN "CHRISTY G-8" or equal <br />valve box <br />Sidewalk <br />Mark "W' at line location 30" <br />8" Min <br />' • •' ' : <br />12" Max <br />/5 rebar top and bottom - : 2" Threaded Cop <br />:.. <br />Cast iron cap topped 2"� ' *• 2" Galy. Iron Riser <br />N <br />t Concrete or PVC pipe <br />D , cut to fit (10" i.d min.) <br />_t <br />2" Galy. iron 90' elbow <br />��• Y Bronze gate valve <br />2" Threaded gals. <br />iron nipple -24" with non -rising stem. <br />max. length STOCKHAM B-130 or approved <br />If equal with 2" operating nut <br />NOTE: SECTION <br />For tempgrory blow -off use some concrete blocking but omit reinforcing bars <br />4 P. BLOWOFF VALVE <br />6 <br />a <br />Curb, gutter, and Edge of <br />sidewalk pavement <br />3" AC <br />pavement <br />I I ; or 4 catcrete <br />12" - i ; 12" -+i t <br />t I I <br />Ir - ; -� ' <br />4' <br />1 <br />6' <br />Blue Reflective Pavement Marker <br />PLAN VIEW R/W <br />Variable <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 />INo. W-4. <br />2" above ground line <br />Flanged by ring-tite adaptor <br />(as required) V <br />Water main <br />2' x 4' concrete <br />anchor block l <br />i <br />Conc. thrust block <br />refer to Standard 1. _ <br />Conc. thrust Drawing No. W-5 <br />block refer to 6" flanged or flanged by <br />Standard Drawing ring -cite 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 Darting model 8-628, Lon.g Beach model 615. <br />Jomes Jones J-4060, "reliant , Mueller "Centurion <br />or "Modern Centurion", or opproved equal <br />(2)2 1/2" do (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 />6 <br />+ 20" Min. <br />RIGID CONDUIT <br />NOTES: <br />r s <br />0. D. <br />1-+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 shah be neatly cut to line prior to trench excavation. <br />3. Jetting or ponding will be permitted within the street Right of Way with <br />a 3 year bond. <br />4. When shown by soil composition and compactability, 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 pians or specified in the special <br />provisions but in no case shall the shoulder be Was 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 />tl6� TYPICAL TRENCH BACKFILL <br />� 5freef <br />R/W <br />5o' <br />25' 25' <br />12.08 le' le' <br />0.92' <br />t9 adeh Primecodf <br />71 2% <br />A. B. . <br />See Pavement-9ocfion� <br />Table 8e/ow <br />F A G I N COURT <br />3 STREET CROSS SECT101 <br />6 J <br />N.T.S. <br />12.08 ' <br />0.92' <br />2'/. M/N.; eo% (5119�d (+vP� <br />5/0 a to maw Live <br />6" Tyyppe 'Aff- AC Dike (tyP) <br />Ca/7r2ns Std. A87 See <br />detail below. <br />PAVEMENT SECTION TABLE <br />Bockfill with materials equal to or <br />T.I. <br />better than the existing pavement <br />A.C. <br />and bast in quality. New Pavement <br />fta.17 <br />shall be 1" thicker than existing <br />RENEE AVENUE- <br />pavement, minimum of 0.25 feet. <br />5 <br />New base shall be 1" thicker than <br />8 <br />existing base, minimum of 0.5 feet. <br />1.258 <br />Existing Pavement <br />6" Min. <br />6» 6»� <br />(TYp•) <br />to ° 11.0&41/.L770 <br />U) <br />yO <br />L <br />ompoct in 12" max. <br />i__, <br />layers to a min. <br />\ <br />rtktive compaction <br />of 957:• under povemtn <br />QQa� <br />and shoulders, and <br />/ <br />_-_- <br />90% outside shouers. <br />shoulders. <br />Variable __------ <br />_------- <br />Compact in 24" max. <br />; <br />la ors to a minimum <br />relative compaction <br />, of 85%. <br />0.0./2 <br />Compact in 8" toyors <br />T.a <br />to a minimum r41y tive <br />compaction of 90R. f <br />10" in. + <br />0. D. 10" Min. 10" Min. <br />+ 20" Min. <br />RIGID CONDUIT <br />NOTES: <br />r s <br />0. D. <br />1-+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 shah be neatly cut to line prior to trench excavation. <br />3. Jetting or ponding will be permitted within the street Right of Way with <br />a 3 year bond. <br />4. When shown by soil composition and compactability, 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 pians or specified in the special <br />provisions but in no case shall the shoulder be Was 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 />tl6� TYPICAL TRENCH BACKFILL <br />� 5freef <br />R/W <br />5o' <br />25' 25' <br />12.08 le' le' <br />0.92' <br />t9 adeh Primecodf <br />71 2% <br />A. B. . <br />See Pavement-9ocfion� <br />Table 8e/ow <br />F A G I N COURT <br />3 STREET CROSS SECT101 <br />6 J <br />N.T.S. <br />12.08 ' <br />0.92' <br />2'/. M/N.; eo% (5119�d (+vP� <br />5/0 a to maw Live <br />6" Tyyppe 'Aff- AC Dike (tyP) <br />Ca/7r2ns Std. A87 See <br />detail below. <br />PAVEMENT SECTION TABLE <br />LOCATION <br />T.I. <br />R -VALUE <br />A.C. <br />fta.17 <br />RENEE AVENUE- <br />4 <br />5 <br />2.5" <br />8 <br />11.216 <br />1.258 <br />FAG I N COURT <br />3.5 <br />5 <br />2.5 " <br />to ° 11.0&41/.L770 <br />U) <br />yO <br />L <br />STORM DKA/N <br />EA 5 EMENT <br />orie5 15,70 30) <br />5ee Plan 6H, 2 <br />I <br />.i <br />5/DE SLOPE 4' l M/Al. <br />'--VARIES l' To 2.5' <br />COLLECTOR SWALE <br />DETAIL. <br />Sfree / <br />R/W <br />1 50' <br />, VOrlow VA vera <br />li <br />FMI and Maeea with, <br />adds" a tq A air <br />8 <br />DETAIL: TYPE A ( HIGH DIKE) <br />6 <br />5 <br />n- 51DE SLOPE 4:/ <br />VAR/ES Co" To /8" <br />TYPICAL LOT SWALE <br />EARTH SWALE <br />25' 1 25' <br />83.08' I� <br />0.92' <br />to match Primecodf <br />-9 2% A.C. 2% <br />gee Pavement evollonJ <br />Table Above <br />RENEE AVENUE <br />9 STREET CROSS SECTIO <br />6 N.T.S. <br />ti E„ <br />% 1 i <br />" w <br />R/W <br />0.92' <br />sk a to match net/ve,9ra4e (+vPl <br />__ML�W__ <br />6" Type 'A"- AC Dike (tyP). <br />C.Pl7"rdns Std A87 See <br />de tali Above <br />z, <br />y. r <br />12/97 <br />SIEGFRIED ENGINEERING, Inc. --[ESE <br />CIA Eneln.MnO a land Swvevfne - structural Englnewing a Manning <br />•0.9 .Y ." 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