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<br /> DITCH EXCAVATION R.C. P. (DRIVEWAY PIPE) 18 " 0 LINE GATE VALVE
<br /> y
<br /> Locotion Quantity L ocotion Quontity Location Quantity r
<br /> Cost Iron Frome e Cover
<br /> Pinkerton No. A /63 or z'-quo/ Sto. O 1, 15 Lt. State Hwy /2 25 LF
<br /> Noturo/ Ground Sto. 0 , 0o to Sto- 13 1,35 (S tote Hwy /2 1,35 CY Sto. 4 1,80 Lt, 11 it2 0 L. F
<br /> Sto. O t 33 (Weiyum St. ) / Eoch
<br /> Precast Reinforced Concrete Sto. /31,35 to Sto. 351, d.00 (Trethewoy R )__100 C Y Sto. /6 1, 65 Lt. Tre the woy Rd. 175 L. F
<br /> Grode Adjustment Rings Taff 83 Sto. /8 1, 45 Lt ~ 96 L. F,
<br /> 2;' 3; 4 ” 4' 6 " High.
<br /> 6" :' Sto, 19 #30 Lt. 3 2 L. F
<br /> • -2. „ } /2 MUD VALVE o d Hand Wheel
<br /> Precast Reirf'orced Sto 2/ 90 Lt ~ 36, LF � 'V/ Stem Extension
<br /> .-
<br /> Concrete Cone. ASPHALT CONCRETE (M/SC. AREAS)
<br /> >: ° • Sto. 251, 50 Lt. „ ItSQ L. F
<br /> N
<br /> y Sto. 26 6o Ct. Locotion Quontity
<br /> A// Joints Mortared Locotion Size Quontit 1, „
<br /> And Bonded With Mortor ~ /04 L. F 1, ) 1!q On Both Interior and to. 6 t80 to Sto. .7,150 Weigum St 0.5`x 70' 3 5 3 Y Sto. 27 20 Lt SAO. O 00 (Stole Hwy.
<br /> . le / Eoch
<br /> Exterior Surfaces. 5 Sto 8 -r 50 Z/ ~ _ 3'x 2O' 7 S. Y. Sto. 28 * 75 Lt, 30 L. F
<br /> 9 °
<br /> o. 9 1, Lt 3'
<br /> „ x 20' 7 S Y. „ „
<br /> ' Precast Reinforced tilanho% St
<br /> � 00 Sto. 291,44 Lt. 32 C. F
<br /> Pioes, ASTM Desig. C - 478 " Sto 5 * 75 &. - State, Hwy /2 3'X_24' _ 8 S.Y 1, „ 44 L- F
<br /> Class_III, As Required to ° 4 I-oil o �' Sto. 32 30 Lt.
<br /> Obtain Proper Elevation
<br /> • -sta-. 1 8 * 00 U. -_ ~ "__ :_3'X.30'(2 Eo.) 20 S,'Y, Toto/ 578 L. F
<br /> It I
<br /> 2; 3; 4' 4' Sections. Lowest `• , stn 16 65 Lt Trethewoy Rd.__ 3'X/30' 43_SY. _ Trethewoy Pd.
<br /> o Sto._18 s45Lt. ~ If 3'x20' 7S. Y 0
<br /> /1_31
<br /> I Dftch Excavation
<br /> (Optional) S /9 1,30 L7" " " 3'x30' 10_SS_Y__
<br /> Curved Coni, MANHOLE /0' t
<br /> ¢ Blocks _� Sta.. e7 f 20 Lt. _ 3'x 40`
<br /> 13 S Y.
<br /> Toto/ - .15o_S'. Y, L ocofi on Quontity Exist EP
<br /> �- Sto. O 1, 40 WeIIII St. / Eoch `'
<br /> C/ass "B " Concrete Sto. 6 1,-55 N / Eoch
<br /> IV IV / Each
<br /> Ditch Prof</e Erode
<br /> Sta. 7 1, 68
<br /> /8 " 0 AL TERNAT/VE SEWER P/PE (TYPE A)
<br /> Toto/ 3 Each
<br /> CUR VED CONCRETE
<br /> BLOCK DETAIL Location Quontity
<br /> �I
<br /> Sto. 07, 05 to Sto. 121,80+ Weigum St. /265 L.F. MISCELLANEOUS METAL
<br /> 1�YP/CAL STOiPM SEWER MANHOLE ��S'tof� yyvy/2 /» �Sfo. .�.St04
<br /> RCP T} Locotion Type Quontity 5112 D. DETAIL TiPETHEW4Y R49 _
<br /> N. T S. XITIo woble ATternot%ve Pike (Typed A �
<br /> A. C. (Mise. Areas) Sto. 0 t33 Weigum St Frame 0' Cover (M H.) / Eoch
<br /> Weigum St. Sto. 0 1, 40 it of it / Eoch
<br /> A. C. cr Areas) -
<br /> f (Driveways) STORM DRAIN INLETSto 6 t55 Eoch
<br /> _. Sto. 7 1, 68 „ Al „ It „ / Each
<br /> Sm-A-I// with materia/s e5ua/ fo
<br /> P' orhettPr /n qualily d fh%CAII tocotion Quonfit)i Sto. 161,65 Trethewoy Rd. Frame 4' Gro}e (SD.I) / Eoch
<br /> o/' 711 existinq pa vpmen f
<br /> ex/s ting
<br /> Sto 16 1, 65• Lt, Trethewoy Rd / Each Toto/ / Eoch 4 Eoch //WY /z
<br /> �TyP) 6„ — - - -
<br /> — — — — — Compact in !'11 rs q' 6 '
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<br /> 9
<br /> Compact in / ' layers miri%mvirr of — — — 4 _ , , .. , --�. .. _ >.�..... `� D)tch Excovotion
<br /> to a miizi�num — — a re/ativa compaction — —_ � � � I
<br /> re/at%ve compaction -- — D of 80% 1Rein1 i Exist. EP.
<br /> • — — Cfor
<br /> onm
<br /> of 95 / _ oQ. ; � Confbrm � --- -- - -. - - - - - -
<br /> — _ --r ----- - -- - - -- - - / _ _ - - -- - - -
<br /> y I
<br /> - --- —
<br /> Compact in /.' /oyerr
<br /> to a in%n%mvm —— —— _
<br /> T8 � � • � a_ o ' Ditch ProPi/e Grade
<br /> /B/a'1,/VB CO/f7PO4Ef%On \ k{ k u
<br /> of 90% /0', 0,0. /0 /0 0,,0 /0 (c% ZT) _-
<br /> MaX. Aix. ax. Max r.+r Iy�r��•
<br /> 0.0. -1,.20 Mar- 0D t 20Marx.
<br /> yS � 9AAY
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<br /> UNDER PAVEMENT OUTSIDE PAVEMENTSICT
<br /> NOTE : f„
<br /> /.
<br /> A,11 existing pavement shot/ be neatly cut to line (Sto. 01400 to Trethewoy Rood)
<br /> prior to trench exco vat ion.
<br /> SE-1L0. DETAIL STATE HWY /2
<br /> TYPICAL TRENCH DETAIL DRAN . INU
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<br /> T E HEWAY D
<br /> CONSTRUCT/ON A/OTES
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<br /> o_ _ 4 `' I SYSTEM /M�ROI/E/VIENTS 6 6
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