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ADJUSTING MANHOLES CLEAR/NG E GRUBBING OR/VEWAYS (TYPE -D� lez-16 "D/A. RE/NF. CONC. ASPHALT CONCRETECTYPE B )
<br /> Location Quantity Locar`ion Lrmi/s
<br /> DR/VE/NAY P/PECC/711)
<br /> Location l-Yidrh Size X Length Aspha/f Concl7efe baseSta. 92 f-6-3 / Each Alpine Avenue ,Sfa. 92f60 Sfa. //34-50 b
<br /> Sta. /00 f-07 / c5fa-/177`50 /a lfa./60 tso 41pi'ne Avenue Locafio/� Quare titer
<br /> 15ta. //O f-04 / c5onyc111?ett1 Lane Sfa. 2 -1-4(07b5& 7+ 15 c5ta. //0 *75 -Rt ZO' /Z "p� X 30 Z.Ic
<br /> Sta. /ZO f-/6 / Sta. /23 f-56 -Lt. . /6' /8 r� x Z4 L .F. /Plain/ine 11, 985 Tons
<br /> (5ta. IZ/ -Y`-3Z / Tota/. . . . . . . / L. S. Sra. /24 f 09-- Lr. 16 ' (5") x 24 L.F. /n/ensecfions 890 Tons
<br /> J,11e. /30 -t- 70 / 5fa. 104 -?450-)et X261 16"o x 30 L.F. Tora/_ . . . . 12 875 Ton
<br /> ,510d. 1,35f/2 / Sfa. /27 f 67 - Lt 2D' /8"� X Z4 L.F. '
<br /> Sra. /37f65 / ROADWAY EXCAVATION sta. /27 t 25 'Rt. 16' /8 24L .F
<br /> Sta. 141 .1177 / Ste. /28 f 30 -Lt 60 , /8"Or X 66 L.F. Aaphd/t ConCMM Surfacin�y
<br /> ,Sfa. /44-/-00 / Sfa. /30 -1-40 -Rt. Z$�
<br /> 64(5149 -1-32 / L ocation
<br /> �5'ta /SOtOO 2 " _ Quanti ry ,�. Co 1173 -Rr. 24 /Plain/ine 6 680 Tons
<br /> spa. 150-1-66 / A/ ine Avenue /O ¢3¢C. Y. .Sfa. /33 f 00 - Lt. A? ' /8"9J x /B L .F. /n�rsec tions 410 Tens
<br /> P � 50, 136 -x-30 -L t 12 ' /81vsd X /8 L.F. OrII ew�a�'s 358 Tons
<br /> sta 159 7423 / " /n>� ge
<br /> rcrions /, 45C Y . Sfa. /37 Y-04--Lf. /Z ' /8"� X /8 L.F (/d• A C. isc. Areas) Dike 55 Tons
<br /> Total. . . . . . 15 Each Toro/ . . . . . . . // 891 C. Y. `5fa /37 4- 0 -Rt.f-Zt / /8"� x /8 L.F. `
<br /> 6M-142x`000 -R /Z2.1 Tota/ . _ _ _ _ _7503 Togs
<br /> 5fa. /48 f4)0 -Rt. ZO' '
<br /> 5ta. /56492-Lt 12' /,?#o
<br /> ADJUST/NG S.D. / s CLASS 2 AGGREGATE BASE c5a/5/ */9 - Lt /Z' /4?"0 x 18 L.F. llvl-e yB x Tns
<br /> Sfa. /5/ f 33 -Rt /Z ' /Z"9J x /8 L.F. ��9/ efe CTypv 6 A.C.). . . . . . . . . _ 7 /25 Tons
<br /> Location Quantity Locaf/on Quantify
<br /> S?a /52+13-L t /2' Pa�in� ASioha/t . . . . . . . . . . . . . . . . . 1. D2( Tons j
<br /> 5fd. 152+20-Rt
<br /> Sfa. /52 �`'T8-Lt
<br /> Sta. 4 �3Z(�S'anyuinerri Laney / Each ,Pai IPO an' GYB/kway�s 00 .51y Sta. /54fOo-Lt /2CLASS B CONCRETE
<br /> a/. . . _ _ _ . . _ _ . / Each Tota/. . . . _ -5119. /55t,36-Lt (No Or. /2"� x 60 L .F
<br /> Tot
<br /> 99 "y .50, 155 t 69_Z_t /3' �Po//-T)i� I
<br /> Sfa. /55 -f-86-,et36 ' Location Curb GutJ�i^ C .0 ,e, �5 Sic�wa/k Dr'ivewaycs
<br /> . . �5'fz9- 1�5t98- Lt /2, .3/. 7S,y_ i
<br /> REMOVE CONCRETE O. 5 ASPHALT CONCRETE D/KE(TYPE A ) sra /56 1175-Rt /2' S a' //9 f s Rt
<br /> Sta /56-f79-Lt 20' t5ta://Bt9026 //9t.36 90L.F 5/• 75Y
<br /> Location uanti t Sfa. 157 46-L t /2' /2"10 x 24 L.F. %Ylediarzs C�bt � 4/5 L.
<br /> Locafion1Descri�otion Qciantify Q �'
<br /> Sfa. 157y`46-�Pt. /6' .San Rafae/ NE, ; 48 L F. 18-76-Y.
<br /> N�Gv Quadrant Cororgd� Avenge
<br /> Sfa/oor.�Io Sra. /O¢f.5b -Rt. 490 L.F. Sfa.158 -t-15-Lt /2 /V w 85 L .F. 52'. 05y. Z0./ Y.
<br /> Curb, Gutter �Sid¢wa/k e Or. / L S. 50/ODt_3 76 Ste /04f.90 Lt 460 L.F. 19a. /58 _fd5-Rt /Z"A� x (o [ .F. (7'ot. 2) eo�naQb,Ar . NE 153 1- .,F
<br /> Sfa./GtSf/2s 1b .Sta. /O6f6e Z_t. /5O L.F. 5anquinett1 Lane NW 55 L 'F-
<br /> Sfa. //811 5 4o -Sta.//9 30, CES ,5 107t005-Rt. 190 L. F.
<br /> Sfa. //87`60, Concrete DrlveWay ,50.11-911 /o 6/0 /Zof1.fo -Rt. /20 L.F sta. Z 4. 35- Rt. /2' Tota/s . . . . . . . 638 L.F. 208 L:F• 70. 95.Y. 6,t.5S. y.
<br /> ,51'39- 119--,f 00) Concrete Driveway / L.S. Jo//9 f62 fo sta. /2o 11-76, Lt /ZO L.F.
<br /> Sts. Z t So - Lt 30'
<br /> f N/E Quadrant L5a1) lPafael JO/a)'`Z� 7b Sta /24 t 00-Rt X3/0 L .F '5119. 3 -11-22 -Rr 25 ' •.
<br /> Curb, 6u/ter e Sidewa/k / L.S. `ta.12/t/5 fo SMP 124 f45-Lt. It-110L .F. ita. 3 -11- 80 - ,et /2 ' /2 D/A. AL TERNA Tl VE PIPE TYPE B
<br /> Tota/. _ . . . _ . Z/70 L.F. Sta 4 t 65 -,Pr. /2'
<br /> Tota/. . . . . . . . . . / L.S. Location Quantity
<br /> Tota/. . . - . . . . . . . 35 Driveways /2"Ie.ec.P . . . . . . . . . /Bo L.F Sta. 132-0-00 70 L. F.
<br /> Z/ D/A . AL TERNA T/VE P/PErrYPES) 162515. Y /8"0 R. C. P. . . . _ _ . . . .264 L.F.
<br /> CLEAN EX/ST//VG Tofal. . . . . . . . . . .70 L.F.
<br /> DRAINAGE FAC/L/ T/ES Location Quantity
<br /> CLASS A CONCRETE' �Mlnar Sfr. ) ALTERNATIVE STORM /2 /2 " /8 42
<br /> Location Quanti Sta. /26 00 60 L . F. SEWER PIPE DIA. 01A . D/A. D/A. {
<br /> Location Quantity I
<br /> Std. 1S2f-13 -Lt /2"36 X 14' Or: Pioe Tota/. . . . . . . . . . 60 L.F. Quonh*t
<br /> IL
<br /> Sta. 152f20-Rr " /8" " Sra. 14/f- ,;e7 - Lr.- 6 C.Y Location TypeB Type A
<br /> ,51a /S2 f 64-Lf. /80 / " /48 " S. D. l.)
<br /> Sts. /SS f 69-Lt. " 16 ' 0 /8 J770RA4 DRAIN /NL.E T ` Tofu/. _ . . . _ . ' 6 C.Y. (F) Coronado Ave. Intersection 30 L.F 612 L.F.
<br /> Sta. /5S 1186-Rt. 40 " Sanyu/neffi Lame /n71o,-, ction X50 L.F.
<br /> "E' 51ra't /n/Frsectio>7 6 L.F.
<br /> Sfa. 156 f-79 Rt bz ' Location Qrrantit /YlANI10LE C5701M SEINEP ) 6elve� /1�. lntersectian 12 L .F
<br /> Sra. /56 7` 79 -L/; l6 ' "
<br /> ,5/&.157//55',•7 " " oronaontersection
<br /> ea. /¢/f¢7 - L t-
<br /> x / '
<br /> -RtZoQuant
<br /> s -Lt 65anSuinh y To/a/s . 30L.F68 L .F (o12 L.F. 3.�11.5,5L L.F
<br /> 65 E' t InterseCtior
<br /> 8e/reoe � /n75eCtion
<br /> :
<br /> / Corrado /nfer^5ectiorl / Each
<br /> 70-AV _ . . . . . . . / L.S. Tota /. . _ . . . . . . 9 Each
<br /> i
<br /> FRAME AND GRATE <TYPE 24-9) FiPAME AND GRATE r/8 S. L). /. ) FRAME AND CO VEP (MANHOLE) ALLOWABLE ALTERNATIVE PIPES
<br /> Location /anti fY
<br /> Location Quantity daf
<br /> da. . ,, C1 co 2 Tyra A
<br /> S uinefi`i /nfersecrroo 5 Locatim c tantify A C P. A C. PCC/ass IV
<br /> sta. /4/ f 47 / Each 'fE 37i� I lmlopseat bn /
<br /> 8phaec� /nter�P,otion / _ C'aror"do Ave_ Inte'^section / Each
<br /> 7ofa/ . . . . . _ / Each rt&/ . _ . . - - - - 's 4Each
<br /> Tota/. (F) Denotes Final Quantity
<br /> • # a 41i,5 c e Han e o us Fac///,/y
<br /> I T
<br /> PROJECT ENGINEER DATE CHECKFD BY DATE SUBMITTED BY � DATE AP'aROWAL RECOMMENDEDBY DATE PRO� cCT ALP//VE � 5,�,�SHEETS
<br /> - _- _ --- _ T _ -- --- _ _ _ _ _ _ O U N T Y OF SAN J O A Q U I N CONS TRUC T/bN NOTES
<br /> - - --
<br /> L a - 112177 �Pfi f ,yam �z 77 DRAWING NO. AVENUE /5 15 s
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