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RM <br />R & D Exist. SDI & plugexist. lateral w 2 cont. plug. Typical of two. <br />Construct 18" SDI Const. 4.5 L.F. ± of Type E C.G.&S. . P 9 YP <br />Payment shall be considered to be included in related items of work. <br />Sta. 0+52— 23' Lt. See Detail 8 (Typ. of two). <br />Install 40 L.F. 12"Dia. Const. M.H. (TYPE B) co Construct 18" SDI <br />\ Alt. Drn. Pipe Survey Sta. 4+25 — 6' Lt. ® Sta. 7+53 — 23' Lt. <br />Elev.: Grate=9.25 21" In —1.10 Construct 18" SDI Install 33 L.F. 12" Dia. <br />\\ \ Continued Inv.=5.00 & R/W 24" Inv.=0.82 Sta. 6+72 — 23' Lt. J Alt. Drn. Pipe. <br />\ Inv.=7.84 <br />Sheet 2 12" Inv.=6.00 Install 47 L.F. 12" Dia. a Elev.: Grate=10.95 <br />C P� rw Alt. Drn. Pipe. <br />\ \\ Elev.: Grate= 75 <br />eKl.vim Exist. C.G.&S. w <br />Inv.=6.00.00 <br />p� \ FH il <br />ww 1VW GV it 1 1 °A F _ — Construct 18" SDI <br />18' \ \ �� _2"G _ ---2 a= 2 G— — ---------=2,G--J — 2 �_�E Sta. 9+93— 34' Rt. <br />\ _ <br />Rhee\\ \ 5vcxn,� J8,w— N __— ______ ___= n =_______ __��� ---\\ — Install 80 L.F. 12" Dia. <br />\ — 1' EIlev.: Gratte=10.50 <br />®�rA �T _ N 89' 01' 17' E <br />6 W— —6' W— �-.:— —� _ — — -.-� `W� � \ \\� A Inv.=7.00 <br />® \ \ m/ TP GA <br />\\ \\ \ Ivw o xxw dao 0' 50' 100' <br />�® V A\ \ oa o o o Y Y 60"AV\ \\V 0 <br />\ \ \ Construct 18" SDI 0 80 � m a m m ree \ \ \ \ <br />F T - <br />\ \ \ tp PLAN SCALE <br />\ a o 0 o Earthwork (Mist. Areas) �\ \ <br />56 <br />Oak �q \Install 60 L.F. 12"Dia. + n + Q Construct 18" SDI \\\\ 4 �A <br />\ \ \ Alt. Drn. Pipe a nT oM ° Grade Swale in exist <br />\ \MH \ Elev.: Grate=7.58 Construct 18" SDI + ~ + Shoulder. Sto. 9+22 — 45' Rt. 0 <br />\\ \\99 \\ Inv.=3.25 Sta. 4+35— 22' Rt. / See Shoulder Detail Install 50 L.F. 12" Dia. \� \ <br />\ \ \ \ \ Install 30 L.F. 12"Dia. Alt. Drn. Pipe <br />\ Alt. Drn. Pipe Type D driveway, Elev.: Grate=9.60 \ \ <br />01 �, Elev.: Grate=9.90 typical of 4. Inv.=7.00 <br />I Inv.=6.40 See Detail 36" \ <br />Oak \ \ \£ <br />STOCKTON STf�l�ET <br />\ �o <br />Const. M.H. (TYPE B) -% NN <br />ao \ <br />X o o- � o ao X o- o <br />Sta. 0+05 72 ,., 6' Lt. N= N 6 N N Q1 N N N \ <br />N II 04 N. 0 � .6 <br />39 N <br />Inv.= -0.90 0 0 0 <br />2 a Z a i a N CA N <br />" Z o Z a Z n i o <br />24" Inv.=0.40 <br />NA?e,A�r G�ZG�1J C�� Wi��9� /✓tr c 4/ZG�t) %� )�J `'vl%IV I I LJr JHIN JLJf--kk-jU11\4 JLhiLL 1J JIIL/VVIN FL/ -\114 /-11VV I-I\VI ILL Stockton Street (Sta. 0+00 to Sta. 9+40) r3 r9 <br />:R SHEET N0. ACAD <br />\proj\thorn\p1an\pp2a <br />