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m <br /> SYCAMORE AVE. <br /> ROAD INOEX FILE YEAR $MEET TOTAL <br /> N0. N0. NO. SHEETS <br /> ,,. filar- - Var. 16 Max. -- Vqr. 16' Max. VQ r- 1234 T 23 1 1961 2 3 <br /> ---017 Asphalt Concrete over 0.W' Aggmq* Doss <br /> k g <br /> 4 Q -�R n �x•� <br /> Cb <br /> 90' .1 A <br /> TYPICAL SECT ON WILLDW ST. <br /> NO SOXaI_F_ <br /> 5 <br /> so 3 9 r't, ��°8r \D ,,q�i 'Limlt of Curb t Gutter <br /> a 9 TT 8 $ •\� \� ��/ o^% 4'-Cl Mininwm Sidewalk <br /> l3'j 4 AT RETURN$ <br /> Stq.0-7 PlppsicrWES•C.P x I i '(=2 ��" �Q'. � 1,41 � Br��mfi <br /> } to Connect Exist.X DrtC.B. PIGot IZ' 292 H �' 6' i`'$� ' d n • •o a' a a• e . .a. r'+1� [inr <br /> Q ES C.P. Sta 2+f3 lace 10'x'34 E.l.CR 4`Z� i•� M °' :o 4 O 4• ' q <br /> Seo O3 Constructs' ' • ; Connect n M.N: C. 10 ip» ° , +: +' 'O <br /> 3 :, .:..; <br /> X Catch Basin2fL... / ` , _ .. . . , . <br /> �� •••• I Sto 2+72 Constnict I i �a tb May 2(NO Dowel kbds Spaced <br /> c S •yv'i x 1 N .I� 1 I 12"O.0 Greased and Well Wrapped. <br /> 3• to <br /> Catch B ain 26 L Oar' I I / sone Cushion After <br /> Expansion Janis Spaced 6o•0:0.C. Full Compaction <br /> Expansion Joints at B•C.t E.C.of all Curves <br /> =Y <br /> = `- - - - - - - - - - - "- ' IC GUTTER SIDEWALK <br /> � o 0 5 - tch - / � I <br /> u Basins RSD. 0IQ0_ - - - - - - - ti->- - - - - - - - -2-- 4 - 4 5UR6- 34U-, <br /> TYPICAL AL R �' <br /> U U li - <br /> - - 5 ,, Ezra Ori ✓ECT <br /> Z _C ' t ` I I�: :� <br /> 3 I <br /> z a III' o h Bosiii�l' <br /> a ¢ s <br /> Sto.0-7 Ploecll V E.S.C.P ib Connect T^ <br /> I CatchrBusin 26 i6ai R!D xisti�. W • 60 <br /> r Exist X-D►. +l Catch Basin a Z Stn. 2+53 Place 10 X'34 E.S.C.P. Catch asi taJ <br /> W O • nstruct 3 Connect between MH•11C.B. 0.17' Asphalt Concrete Over 090' Aggra9ote Base <br /> 7' 3' 20' 20' 3' 7 <br /> a Z Z I(r Manhole I <br /> to <br /> 5 00 3•.4 3% __ __ <br /> gm <br /> rffmffmt� <br /> ........ .. ...... ;..., . ...,..... I O Sse Detail <br /> so' g ' .zt s•...: _ _� TYPICAL SECTION gait iron Stockton <br /> cmvr <br /> Stand <br /> 4 9 3 9 Z Top of Pavemant -� (CIt�lnift v N .f—Standard) <br /> CL <br /> 6 2O• SCALE — 1"- 6'-ct <br /> 2,8',4x6" Precast <br /> Q� T <br /> SEG//VN/NG O� �I a V�E�I / Rcinforccd eight e <br /> �- , :-. .•. , Grose Rings. x <br /> c / /� t '.i• :. .� Combined Height 12"Min. t•. <br /> STA. 0 X09 SCALE liy = 5O' z .' le' - - <br /> • ' •T radPrecast Reinforced <br /> y . • Concrete Corona <br /> ..: <br /> _ _ __— __—___ .. ,i:,.. � ••_ � + : _ \` �/ tflteriay!Exterior atoll <br /> ., <br /> o Joints to be Bonded <br /> - --. - - }�.':' . . ; . .,:. > with BadiN Mortar <br /> Joints a <br /> - - --- - _--- Onxrt Morta . n wit' <br /> - • I'R52n3� 1. <br /> ,• <br /> ' <br /> Precast <br /> 4-0" I Q <br />. - - -- -- -- -- - -- -- -- -- - -- 1 �• j ed Conor o <br /> r. > <br /> —. . - - — -- -- — — - ° Manhole Pipe <br /> Go_ — - <br /> - - --- — <br /> v 9 <br /> 107 - - - - - - 107 "` Z� <br /> .• ' �. <br /> Lowest Flay Li <br /> LJ , -- •'' <br /> LN LLa -- — — ! . . d :�j bl_.,. a .4�,a', a +, tRYt�'.�.A � : .•r. .•�. <br /> _ a . <br /> —_ - ___ —_— olyd Mf aMOrkr I Floe <br /> 106 = - - -- -- - - --_ --- -- - __ 106 c ail , ler Both Sidi. <br /> - - - <br /> - - --- --- - - — -- - -- --- - TYPICAL CATCH BASIN TYPICAL MANH0LE <br /> 105 _-- ---- — - 105 <br /> M I04 - - = - - - -- _- -- - - _- - 104 12" ESGP. CURB$ SID WbCurb sl jX CONCRETE REMOVAL <br /> _ CONCRETE <br /> - - - <br /> - - -- - -- 810 -sta. to Stn. Loc. LE L.F. ata. Location .X <br /> x 103 -- _ - - - _ --- - __ _- -- 103 s-3 to 29 <br /> c - - --- -- 0-39 2+R3 292 0.07 2+72 Lt 261' 0+79 29'Lt .2 <br /> 0-07 2.32 Rt 261' 3+30 21' Rt 1.1 <br /> - -- - - - 2+71 4+19 Rt 159' 3+76 29 Rt <br /> - _— - _ 4+65 19 Rt <br /> 102 _-- - - - - --- — lag . 4+18 4+68 Rt �' <br /> TOTAL 292 <br /> - - - --- - - <br /> z -- -- - -- - --- -- 4+68 5+43 Rt 122' 4+73 Af Rt, 3 <br /> r 10I _ -- --- - - - --_ - — - -_ __ -- - - - 101 2+71 3+28 Lt. 68' s u �3 <br /> wWZ - - -- - <br /> - - - - -- - 106 E S 9+ze 978 Lt 50' <br /> r ��, --- - - --- - - - --- --- - - -- -- - 60+•200 <br /> W 00 ac 1 - - -- -- - -- --- •C. • 3+18 6+15 222' 7 2T' UORt. <br /> -- --- - -- .Sea• Direction P L.F. TOTAL 100 1,093 <br /> k a •„ IOb _-- _- N = - - - -_- -- -- 100 <br /> 4 <br /> - <br /> tn <br /> - -- --- - -- ----- - - O-7 SE 5 TOTAL $.0 <br /> J Y - -- <br /> o ry-� - - _ .. - -- - - --- -- --- -- 2+73 SW 34 <br /> ` 9 - - - <br /> o w - - 34 <br /> � i z° - - _ - - - PRIVATE <br /> 98 _ _- - _ - -_ - -_ - _ - =- 1 04_ __ -_-- - _ -_ - 78 CONCRETE DRIVES WALKS <br /> TOTAL PRIVATE DRIVEWAYS <br /> OABAC. over 0.33 AO Location 4• ' <br /> - - - - _ - -- - - - -- - - -- -- - -- - - Location + 5 <br /> _ - - -- --- --- - - - - --- 1 - - --- - 319 cat AMCA� AG 3+3e Rt. 30 <br /> ��_1 - - - - - - _ _ 1+00 Rt 1.1 3 <br /> 76 -- -- -- - -- -- --- - - _ i� - _ - - _ - - - - --- - __ --- - - ---_01 _ - -- �-� S 1.00 L t 1.1 .3 3+76 Rt. 3 0 <br /> - -- - - — - - - �d --- - - - C C BASIN +60 Lt 2.8 •7 4+68 Rt 24 <br /> A H <br /> — -- -- <br /> . <br /> Stn Location 4*2I Rt Rt I <br /> T •2- 4.73 <br /> . 2 <br /> - ♦4 06 0-03 25� Lt. 4+ T 2 4+94 Lt 9 <br /> - - - - - - <br /> - -- --- - -- - -- -- - - -- - - -- --_ _ -_ _ -- - - 2473 26' L + <br /> 0-0; t 5+ 15 Rt 12 <br /> -- - F =- - -_ - - - - - 2+77 26' Rt 6+05 Lt 36 <br /> TOTAL '6.4 l7 <br /> — - - - -- -- -- -- -- - - - - - - - - - - - - - - -- - 257°. <br /> --- - -- - --- ---- -- - --. --- -- - -- _ - - __ - -_ _ __ -- AL 4 N <br /> �'- TOTAL <br /> - — — ---- SHEET TOT M A HOLES <br /> -- - - - - - - - - -- - --- - -- - - - - - - -- Sta. <br /> EXCAV4T/ON 257 347 301 287 236 /90 24 1642 2+52 <br /> EA-lB.fW,'WN' r 1 0 0 1 O 1 O O T O O 1 0 <br /> 0 1 2 3 4 5 6 7 8 TOTAL ■ 1 <br /> PLATE 1-PLAN-PROFILE 0.'''.R.&R. ;STANDARD <br /> NEUFFEL & ESSER CO.. NEW YOM <br /> 20 ' 24927 <br />