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City Center Drive Phase 1 (2) CURVE DATA CURVE DATA HELEN MOFFITT MUELLER P.I. 19+74.30 "K" P.I. 15+05.69 "K" O = 11 °35'59" - O = 45°35'37" +00 STIR. No. 17 D = 11 °14'04" . . D = 8°11 '06" Inlet J-10 & R = 510.00' R = 700.00' 64' of 12" Pipe Req'd. T = 51 .80' aw� T = 294.21 ' Inv. S. 829.62 L = 103.25' L = 557.03 +00 E = 2.62' / Q �G. f r vi Q E = 59.31 + 70 70 70' R //W 70' R/W = 19+22.5D--- - I �-CL Proposed ...,- L..- - - - - - - - - - - R W - Ditch WOODS - - _ Proposed --- -� 19+74.30 _ p _ _ _ •�. Monument Type "C" Req'd. Ditch +75 STIR. No. 14 60' PT 17 B-15 & _ _ (} -.�'Constr. Limi Z � F is 0 64' of 12" Pipe Req'd. -_ --- Inv. S. 830.91 i - I ..- i 15 N Monument Type 05.69 "C" Req'd. W , - �. ----- cv CITY CENTER DRIVE S�< / i � '� 6 LINE »K" 00 , - �_ „ E+oo F� 60' -� -- N 90°00'00" E 24 01 W PQQ � +50 STIR. No. 11 / �� L N See Previous Sheet � � 15 00 oo o B 00 _N m N Q 1yXp0 W N o LtJ � �ui -Constr. Limits a- o o o U 60' R/W �• +00 STIR. No. 18 +PC + • 60' Inlet M-1,0 & 14 of 12 Pipe Req d. i Inv. N. 829.43 ••• +75 STIR. No. 15 -!=''• Inlet C-15 & Inv. S. 829.43 �••• , : 14' of 12" Pipe Req'd. �_ o i=•' �' /'••- Inv. N 830.72 MAG.NAIL L � In +80,48' STIR. No. 44A IN 30" TREE 0 O �'••• / Inv. S. 830.72 g +00,48' STIR. No. 19 -0 00 ��.•- � M.H. C-4 & 0 M.H. C-4 & For Legend See Sheet No. 2 a- o ��j•' 211' of 18" Pipe Req'd. LINE °K° " g %"•••• Inv. W. 830.37 102 of 18 Pipe Req'd. U rn o N +50 STIR. No. 12 �Cs '•• M H. C 4 & No. 16 Inv. E. 830.37 e Inv. N. 829.37 BENCH MARK .o See Previous Sheet 95' of 18" Pipe Req'd. �° Inv. W. 829.74 CP#1305 Rebar with cap set. w � 0- �' Inv. E. 829.37 Sta. 14+51 .47, 148.67' "K" Lt. El. 840.32 a- a a0 N MAG.NAIL MAG.NAIL O p CO Inv. N. 830.65 0 IN 16" TREE IN 10" TREE CP 1307 Ma Nail found at of Wilson Dr. a rox. 1' north of - N � X +50,48' STR. No. 13 Inv. W. 831.44 # g' pp o a co Q See Previous Sheet P.I. 19+74.30 "K" edge of pavement. Sta. 15+78.83, 195.23' "K" Lt. El. 834.56 � r- � d- n � Inv. E. 830.65 HELEN MOFFITT MUELLER CP#1308 Brass Plug found at the intersection of 126th St. (Rebar/Cap) and Crescent Dr. Sta. 18+63.53, 160.30' "K" Lt. El. 834.47 LOW POINT V = 833,62 _ HIGH PONT ELEV 834.24 ALL R/ ON THIS' SHEET 0 BE A SHOWN. LOW P NT ELEV 831,30- L W-POINT TA = 15+ 5 - - - - -- - - - HIGH P01 T STA _ 7+20.69 - LOW PO NT STA = 20+12,68 ALA. R/ ON THIS SHEET ESCRIBE PVi STA 15+00 PVI STA = 17+50 P STA = 20+00 PVI ELEV = 833.10 - PVI LEV -= 8 4.50 - FROM LINE "K" E CEPT A SHOWN, PVI ELEV = 0.80 A.D. 3.52 - -_ . - -_ A D. _ -2. A.D. K = 2.50 _ :_ - = 63.7 K 62.6 - W - - - Q -0.50 +5Q, E1. 833.9t2 _ _ - : : Gr© of Spec »V" D+tc-h Lt. 845 - - - _ : - - + ted } ' Datum) - - 845 W W aC 2-20,001 VC _ - - _ - - - V - - _ 160.0 VC d. o - m --- - -- - -- -. __r- -- - __ - - - - - _ _ - - - - - - WQ Z - - - - - - 840 - - - - - - - - - - - - 840 00 - _ - -- - - T7, -- __ _ . - - - - .. - M - 0 CL - - - ---- U - - - V}>_ - _ _ - _ .. .. _ - _ - -- - w _ � -- -- - - tsi:LYl Grade- at _t_1 e K - _ - - -- - - -- -- - --- 9 g - - O �' > 835 _ -- __ _ _- _ _- __ - - - _ _ _ - - _ __ _ - - _ _ _ - - - - - - - - - - 8 - Profile-- - - - Pr V - 0.30 - --- ---- W o.3or - - _ 830 Q H- 830 - -- - - - -- - 0.309 - - z _Sfo Viewer t. - - - V - -- - - W Star Sewer R V _ - 825 CIO V a 820 - - - :- SHEET NO. a - _ - Q -_ - n �j ar eE3 00 N O - GRAPHIC ALE I ET _ 0)� - � t� - - � 1` - -- -r�i >` � � � - - � 1` � ¢ N N In a4 G C S C N m � � P sQ CO rn - _ � c�[. - so r _ 00 aQ 00 a0 _ _c0_ i -- _. _ - 04 - _ CO CO--- - - - - Co- - - _ - -- - co 00 - - - s� - -- 15+00 16+00 17+00 18+00 19+00 20+00 +13 STIR. No. 20 HELEN MOFFITT MUELLER Inlet B-15 & 64' of 12" Pipe Req'd. ' `# Inv. S. 828.65 +PT +25.75 P 20+25.75 60' t WOODS r �- +00 STIR. No. 23 +84 STIR. No. 26 CO Inlet B-15 & --- nst,-. �� is '' Inlet J-10 &rn- =0 R 64 of 12 Pipe Req'd. 64' of 12" Pipe Req'd. _ �W Inv. S. 829.09 Inv. S. 828.10 � -_ .- 0 --� - .2zw 60' R/W -_ - _ _ _ - - Constr. Llmlts� - CITY CENTER DRIVE 10 z -__ LINE "K" 6 25+00 0o _ N 89°45'36" E 7 00 Coo (D Z `n N c-4 � Q Cons "t 'II m Q r, t s� �� W N o LLJ � � +PT +25.75 15 N -70, F Proposed_ _ 6 Ln �� g +13 STIR. No. 21 Ditch 00 +13,48' STIR. No. 22 Inlet C-15 & '''`' M.H. C-4 & 14' of 12" Pipe R eq'd• PC = 22+ 6. 1 ---._ - - - - - - - - - 249' of 24" Pipe Req'd. Inv. N. 828.46 MAG-NAIL - - / Inv. S. 828.46 IN 8° TREE - - - - - - _ 4 - O a) Inv. N. 828.35 - - -- - - - - - - - - - Constr. Limits- .? ° Inv. W. 829.06 LINE "K" 70 R�W - - - - - - - - - - - - o O +00 STR. No. 24 70' R W C0 Inv. E. 828.35 CURVE DATA Monument Type "C" Req'd. PT = 23+12.29 +00 48 STR. No. 25 / �o Inlet M-10 & M.H. C-4 & +84 48' STR. No. 28 N o �1. � P.I. 22+59.79 K 14 of 12 Pipe Req'd. 181' of 24" Pie Req'd. M.H. C-4 & �� Urn ° Pro osed Ditch �" D = 11 °50'23" Inv. N. 828.90 P q 114' of 24" Pipe Req'd. P o IN 18" T +60 48' STIR. No. 86 Inv. N. 828.86 I-- IN 18" TREE *14'04" +84 STR. No. 27 Inv. N. 827.80 (See Sheet No. 25) w I a' Inv. S. 828.90 a 00 rn ,� 110. " Inlet C-15 & Inv. W. 826.94 / -' O co C`' MAG.NAIL M.H. C-4 & � Inv. W. 827.31 IN 18" TREE R = 510.00 143 of 24 Pipe Req'd. Inv. E. 827.31 14 of 12 Pipe Req'd. For e end See heet No. 2 0 `t N X Inv. E. 826.94 9 o P.I. 22+59.79 "K" L = 058389' Inv. W. 827.60 HELEN MOFFITT MUELLER Inv. N. 827.91 BENiH MARK (Rebar/Cap) E = 2.73' Inv. E. 827.60 Inv. S. 827.91 CP#1309 Brass Plug found at the intersection of 126th St. and Atherton Dr. Sta. 25+09.73, 225.69' "K" Lt. El. 833.91 LOW POt T-E-LEV = 831.30 Hi_ POINT E EV = 832.74 LOW NT ELEV = 830,75 ALL R f ON THI SHEET 0 BE A SHOWN. L01N P-0ii� STS _ -2 +12,6S - _ HI POINT S = 22+115-49 - _ _ LOW PCINT STA = 25+84.3 -PVI STA = - PVI STA -22+00 - ALL R/V1 ON TH SHEET ESCRISED P I STA = +00 -FVI = 830.80 - PVt EL€V_ = 832.55- FROM LI E K EXCEPT A SHOWN. PM ELEV E 3054 - A. . = 25fi - _ _ - A.D. _ = 62,62 - K 55.57 K 65. 8 - 845 - - - I - 110. Ve , 845 o w - 1 60.0 __VC - - - - - - - - a - - - - - 110.00' VIC O LL, 840 In - - - � O - + C - N 840 W W or N - - _ _ - - -_ . - - O t) _ _ cV - © 00 - - - - - > ? a - _. _ -- -- - !VF iii ° J Z z z Z - --- _ N 00 - 835 > - - - --- .. .. 835 C3Q 1.07%- - ---- - _ - -- -- - -- _ - - - - - - -- -- - -_ - Profile Grade _ 830 - - -- - 830 - - - - - - - - - _ - --------- -- - ul p cc --- - - - -- a-20% - - UJ 825 - - - 825 cr.- - - - -_ - ''''' a LU - - _ - - - - co C� 820 -- - - - - - - _ - L a - p o - Gr de of SPe lal "V" Di ch Rt. 1.25%- Q - - (Plotted 10 below -Da turn) _ - - -- +84, t. 827.86- O a - - _ - - - - o _ _ - - - - SHEET N0. QD 00 CD r- O,/- O 0 O W u i co W 00 ¢ - - - cy t� - �- - - - _ - - - Co - cv d GRAPHIC SCALE IN FEET - LO 00 Q _ - - - ! - - - - ►n cv cv - -cv c-i `t 0 20 40 60 100 0P-0- - � _� ' ? *nom - ° ri - _ _ _ - - - _ - 00 � ao 0000 20+00 21 +00 22+00 23+00 24+ 00 25+00 26+00 FOR CONTINUATION OF LINE "S-1 -K" SEE SHEET NO. 15 „ „ ytd ' as f +75 "S-1-K" STR. No. 82 +75 "S-1-K" STR. No. 83 HELEN MOFFITT MUELLER Inlet J-10 & Inlet M-10 & HELEN MOFFITT MUELLER 28' of 12" Pi a Re 'd. =POT 21+13.19 „Sy 1-K p q , +38,56' STR. No. 35 p q Monument Type B Require 5' of 12" Pi a Re 'd• +37 55 STR. No. 36 +50,44' STR. No. 39 f M.H. C-4 & Inv. W. 826.38 Inv. N. 826.06 M.H. C-4 & 109 of 29 ff'x L 95' of 36" Pipe Re 'd. , I I Inv. S.E. 826.06 p q M.H. C-4 & . • Elliptical Concrete Pie Re 'd. „ ' p q 197 of 36 Pipe Req d. s .t t1 Inv. W. 825.28 Inv. S. 8,25.47 +00 " -1-K" Vi I Inv. S. 832.73 S '° l �I +50 STR. No. 38 +00 STR. No. 29 Inv. S.W. 829.24 J : Inv. N.W. 827.76f " ` w w T I Inv. W. 825.06 Inlet M-10 & '•^ " Inlet J-10 & Inv. N.E. 826.24 I Q II + 0 -1-K Inv. N.W. 826.01 12 of 12 Pipe Req d. N I " " Inv. E. 825.06 „ +00 64 of 12 Pipe Req d. Inv. E. 825.47 a I z o Inv. E. 825.28 Inv. S. 828.98 I �� X 60 Inv. S. 832.77 80 x I Q w Inv. N. 832.77 _. +30 STR. No. 32 ( � 1 _.. ........ -- -=-- I I a ` Provide Concrete Collar Inlet J-10 & - 1 a ��, at Pipe Intersection �� 23' of 12" Pipe Req'd. +00 30' R J ► M I� + 0 R/W -- - _ -- Constr. Limits Inv. S. 829.36 - (I Lr, x -.................... - ': Future R d- O I -_ � 50 + co Constr. Limits - `n - _ - - - _ _ - > 30� ' R tt�J 6 RB I F X I 15 N Remove 99' of Fence a) L ° CITY CENTER DRIVEN `� I a L III 10 + 16 + I I � II � Ln 10 - - x I c.� W 6 LINE "K" «� II 30+00 + - 6 L 0C 0 N 89°45'36.. E � v I II o = d 10 + I 16 Nf 10 Z L II o + +� o _ L co C j I II c rn ° a 00 Z II 3 � as I II V 6 RB II Ra I F w LU 0C I I W Y II 30' R n. o G G U (g) Ct Proposed Ditch_ - - - -- _ 30' R I I a�l ----...__---- .........- Constr. Limits, - - - - - - - - ----`-`.._....------ .................................... ..__ :..... Constr. Limits +00 - - - - - - - I zl II / R/ --._ 70' R W +30 STR. No. 33 +25 a I 60 TOP CENTER - - / I � I OF FIRE HYD. N +00 STR. No. 30 Inlet J-10 & -�� Q I� / Inlet M-10 & 17' of 12" Pipe Req'd. 70 ` ) Y I B I, +50 STR. No. 37 14 of 12 Pipe Re d. � � � Inlet J 10 & 1 P q Inv. S. 829.36 LINE "K° �6 p Inv. N. 828.79 �� 4,. 64' of 12" Pipe Req'd. a 0 II 8 I' Inv. N. 833.09 � Ln Inv. S. 828.79 +38,48' STR. No. 34 - _ M.H. C-4 & w I W I +25 "S-1-K" cn MAC-NAIL IN °� ° o I - x I, , PWP. 300-250 -I N p 101' of 36" Pipe Req'd. a Z �I w 60 �� Y HELEN MOFFITT MUELLER 7 rn �n N +00 48 STR. No. 31 Q _j a T Q ° o Inv. N.W. 829.28 J M.H. C-4 & +. I„ I I II Q TOP CENTER For Legend See Sheet No. 2 w 0- I `- 136' of 30" Pipe Req d. Inv. W. 826.00 --` +50,52' S 1 ,K; STR. No. 81 OF FIRE HYD. Z BENCH MARK _ g nJ o Inv. N. 828.75 Inv. S.E. 825 2 See Sheet o. 15 _j o ._ N I +50 "S-1-K" STR. No. 80 „ WBM #1 Top Northeast flange bolt (at tip of arrow) on fire hydrant apporx. O cp XQ Inv. W. 826.60 HELEN MOFFITT MUELLER Inv. N. 825.6 See Sheet No. 15 P.O.T. 29+00.52 K 25' West of the � of 3rd Ave. SW & approx. 200' south of 0 S-1-K" STR. No. 79 =P.O.T. 21+13.19 S-1 -K Inv'. E. 826.27 �' ee 'Sheet No. 15 126th St. Sta. 19+01.85, 25.22' "S-1-K" Lt. El. 833.88 FOR GRADING PLAN SEE SHEET NO. 23 (P.K. Nail) LOW POt T ELEV = 830.75 j - PVI STA 30+00 ALL R f ON THIS SHEET O BE A SHOWN. LOW POIN STA = 25+84-39 - - PV! ELEV = 834.86 ALL R ON THi SHEET DESCRIBED PVI TA = 26 00 - - - A.D. 2.92- � - PVI V 83C.54 - K = 61_71 FROM Lt E "K" EXCEPT A SHOWN. to 180. VC 65.38 - rn � vi 845 - - - o, n 845 O W - - _ 4 J 110.00' VC i Z - - - - 0 LL • - + M e0 - - w - O - �, - - - 840 ac 840 _ -- - - - - x.00% W W a - z CID - - - - Profile Grade _ _ > - Q 06 - - - N - m-_ - � Z OWQ Z 835 - - - - - - -- - - 835 C3 _ Pro a grade - - - - - - - - - - - - -- Z 1 - -- - '� _ - - - Existin Oracle- at_ nq Ina_ _ (j,, cl z W _ - >- 830 - - -- - - - - - - - - - -- - - - - 830 Z0 - - _ o osed_Y -PVC Sa tar _ W 0 0.30 0.207, ­40.11-_ - - - W 0-20 - -- - 825 --- - -- - - - - _ - - - - - -- cc Q �..- - - Storm:-Sewer Rt, Storm _ vier Lt, - -- - - - Storm Sewer Lt. - - V W co 820 ---_ - - - - _ - 50, El. 831.19 a (� - Grade of Special "V" Ditch Rt. - Q (Plot ed 10' below -Datum) - _ a Bitch So din Re Rt. -- _ - -_ - - - SHEET NO. in - - - _ - U _ yy. - t U) _ - - - - -- - - - - - - - - - - GRAPHIC ALE I ET 't cc) acv Ica - � 0 M ¢ - � � � � - C SC N FE a� - cu o - LO ca - - - _ - - - �► _ - - _ - _ _ - cn 2 10 • _ • 0 0 40 60 0 U-) 00 u N _� � _ __ - Wit' � �? - _� - �__ _ � T'� � � - � M cot gf;+nn 27±00 28+00 29+00 30+00 31 +00 32+00 Monon Trail Pedestrian Underpass t f +21,97' STIR. No. 43 +PC +96.28 -'= 100' R/W M.H. C-4 & = Sta. 33+15.00, 0.0' Rt., Line "K" +4 _ - - - - - - - - - - - - - - - " = Sta. 13+74.68, 5.0' Lt., Line "TR" 110' 11_Q'_--'' - +20 -~- -- ------------------- - -------- --------------------- ___ „ 41 of 36 Pipe - 1 '- - - - - " =- -=- -- -- _ to be Jacked Req'd. POT 33+20.05 "K" W _ - + •4 ____--- -- =POT 13+75.00 "TR" R - - HELEN MOFFITT MUELLER 05 4' STIR. No. 49 `�-Constr. Limits HELEN MOFFITT MUELLER Inv. S.W. 824.52 110e - +40 50' STIR. No. 46 M.H. C-4 & +05 STIR. No. 50 Inv. S. 827.40 +E)+21.38 CURVE DATA M.H. 0' & +50 Driveway Req'd. 168' of 24" Pipe Req'd. Inlet C-15 & Inv. E. 824.52 � 105' 110' _ _. P.1. 35+54.58 "K" 174' of 24" Pipe Req'd. +50 STIR. No. 47 w=24' Inv. S. 839.86 9' of 15" Pipe Req'd. - Inlet M-10 & Inv. S. 839.90 ' �`� =' X _--- = 13°02'36" Inv. S. 840.16 Permanent Barricade Inv. E. 835.10 C ' a j.. 71,88' STIR. No. 44B D _ 11 '14'04" Inv. E. 830.78 16 of 12 Pipe Req d. Req'd. Inv. W. 835.10 i� Inv. N. 839.90 M.H. C-4 & R = 510.00 Inv. S. 840.24 20 R Inv. W. 828.97 104 of 36 Pipe Req T = 58.30 Inv. N. 840.24 _ +50,44' STIR. No. 42 " „ J Inv. E. 825.37 L = 116.10' 20'R II M.H. C-4 & +92 TR STIR. No. 107 j �, _ _ Future R B _ _ 77' of 36" Pipe Req'd. See Sheet No. 21 w Inv. S. 827.40 Inv. W. 824.67 Inv. E. 824.67 �"' •"�° w P " F O +00 ,•� B 1 +70 80 STIR. 44A P� Monument Type D" Req'd. % / 80' o 15 Pipe Catch asin `v w �/ o ■ 6' of 12" Pipe eq'd. `._ ' a[ - •rnitsT - X Inv. N. 830.18 Constr. Li +47 / Q ' m �- CITY CENTER DRIVE II �' L +50 STIR. No. 41 50 �JC� o Q 6'- Inlet M-10 & �J °+ j oo LINE 12' of 15" Pipe Req'd. `�'- 10 Inv. S. 827.46 S 89°57'01 " E Inv. N. 827.46 _ _ F �- / - 5+�� o r i N 6 + - - - - - - --- 15 x 1 w L 00 + p Y >� m E d Z 10 00'22 _�-- _ N _ - 0 6 N �7° o (D L i o ---'� ID I r� N �G) 00 M h- °' Q C) I Z � N o m c� Q 10 U CA o o' L a, w w N 89'45'36" E ( x 30'R F H e w a! r I +05 STIR. No. 48 nom. o o o U X 15 Inlet B-15 & I F 93' of 12" Pipe Req'd. 30'R Inv. N. 840.70 +05 STIR. No. 51 CURVE DATA Inlet B-15 & PT = + 17 I. 32+97.64 "K" +57 Drivewa Re 'd. Permanent Barricade 88' of 12" Pipe Req'd. x U J 0 = 12°45'14" w=36 Req'd. Inv. N. 840.34 Z I Q D = 11 °14'04" _ _. .. _ --..._.... ...................-=- `. _ PI = 32+97.64 -� R = 510.00' - - -� 4 Monument Type D' Req'd. Z' x _` - _ ._--_-----_--•__-- Constr: Limits. . yp q O Z T = 57.00' _ _ _ _ _ _ -----------=--------- --------------------- ,- +50 STIR. No. 40 ~ _ __ o ..- -- _ - -- _ _ _ ' - _ _ _ �r� Q i' Z L 113.52 --•.- MAG.NAIL o R W IN 6" IL 110' R/W � 00 Y9 Inlet J-10 & x 1-- Q IN 6" TREE BENCH MARK in E = 3.18 �:..-- a a c „ HELEN MOFFITT MUELLER 0 ��.--•• +50 IN 4" TREE o +40 CP#1501 Mag. Nail set in parking lot aprox. 400' west of the of Ran e - O 64 of 15 Pipe Req'd. Q .-- 90' ,�� a N 611 MAG.NAIL IN _ N p rn Q --.- � LINE "K" ,� � o w PWP. #SS 110 Line Rd. & approx. 35' north of the easterly extension of the cn o) N Inv. N. 827.78 _..- w o of exist. 126th St. Sta. 36+76.63, 204.15' K Lt. El. 831.23 .o +95 "TR" STIR. No. 106 w cn ■ .._------- 9Q' R/ z o Q I` See Sheet No. 21 z I �� Oz LINE "K" # Hub and Tack set in railroad bed approx. 150' south of the a M -- - 0- Q I BRUSH LINE .7 o �� CP 1504 easterly extension f h ____ - - ' z m �, MAG.NAIL IN y s o the of exist. 126th St. cv Constr. Limits --- •- Q ! PEDESTRAIN MAG.NAIL m Q PWP. #838-6040 Sta. 33+54.34, 66.99' "K" Lt. El. 833.30 0 °- X IN 10" TREE a -3 cD For Tunnel Details See Sheet No. CSI -8 „ HELEN MOFFITT „ „ # pp ox. 300' south of the '� ' 90 X +R P.I. 32+97.64 K CP 1 SOS Hub and Tack set in railroad bed a r 90 x 90' MUELLER P.I. 35+54.58 K For Legend See Sheet No. 2 easterly extension of the � of exist. 126th St. ., For Monontrail Detail See Sheet No. 21 9 RTW 0' R W I U , (Rebar/Lap) (Rebar/Cap) Sta. 33+27.60, 79.16' "K" Rt. El. 833.93 - Ht POINT E EV = _ a46.77 LO P01NT E EV = 844 39 ALL R WON TH S SHEET TO BE S SHOWN. HIC POINT S - 34+21.04 - LO POINT S = 36+8 .21 - - ALL R WON TH S SHEET DESCRIB D ' - - PVI STA 33+40 PVI STA 37+00 - - PVI ELEV = 848.45 FROM INE 'Y' EXCEPT S SHOWN. PVI ELEV = 843.54 .D. _ -5.36 A. . K = 1.56 K = 2.48 330.00' - - - 210.00 VC 855 - - 0 855 - t6 j Q - A O It 850 - _ 850 ii o - - - 0 z _ W Y. - - m - 1 Q o!s - - - - - - 0WQ z 845 - - �.,QO�g - - _ - _ s�.3s Profile ade 845 0 - 2.00% z a - - _ - W W 840 --_- -- _ - - -: � - - - 840 h- O > - a Z �- W oc z - - Crcdde .2 _ - Q eke P V ru M - e - - W 835 - - - - - - 0.50 _ 835 aWC F- _ rn ---- - - - - -- co -- -- _ - - W - - f - � C) 830 - - - - - - - _ _ _ --_-- 1 -E fisting ljra e along t ne trK„ _. � - - - - - - - - _ 2,007. Storm Sewer Lt.-Q - -825 0.20% - - - Q° - - - v -- - - -- - - - - - -- SHEET NO 0 - - _ - a - -- ao - W..1M1 O In Storm Sewer Lt. - � � �i Sri CID - - y _MM Ln N W O 7-1 TL 00 -- - - - --- - - - -- - - - - ----- -- -- - - _. - GRAPHIC- 00 CN ALE IN FEET Ln _I�..Y.l _ - _ - -. Q g --- --- --- -- - d- - - _ -- _ ry rn co as�rT o o 0 20 40 6 0 100 1 00 t7Q - - - - - C� - - QQ_m _ -_ _. _ - - - - -- _ - - 00 - -_ - -4Q �___ - - - _ . _ - - - - 00 -- - - 32+00 33+00 34+00 35+00 36+00 37+00 38+00. +00,45' STIR. No. 58 _ HELEN MOFFITT MUELLER " �� �'� • M.H. C-4 & 4;; r FIRST METHODIST CHURCH OF CARMEL 178' of 18" Pipe Req'd. - Inv. S. 843.58 X00'\ - +20 45' STR. No. 55 Inv. E. 841 .02 — — 100 R W — — — — �� n 2 0 M --1 No. 56 --- --- -- Inv. W. 840.85 ' � - � � � M.H. G-4 & , Inlet M---10 & - I� = Q 347 of 18 Pipe Req'd. ' Li �.� 'i 1 ' of 12 Pipe Req d. p „ , # L O + 00 STIR. No. 59 +08- - - I E 839 96 r --- -- -- �I N �, Inv S 844 98 Inv. S 844 93 - ------ �� 4 � ; � „ ., a Inlet M 10 & j „ 50 �G, Inv. N. 844.98 Inv. i , ---- - _ POT 40+ 82.11 K �� ' I Z Inv. W. 839.96 v t 11 of 12 Pipe Req d. =POT 71 +36.49 S-2-K 1 I;� - , Inv. S. 843.63 + 70 STR. No. 53 ---- 4-32 J Inlet M-10 & _Monument Type D Req d. - �'� w Inv. N. 843.63 I ,. +70)44' STR, No. 52 70' `. 12 of 12 Pipe Req d. M -4 y j z Q \ f Inv. S. 824.04 16 . 1 of 24„ Pipe Req d. — — ,. Inv. N. 824.04 Inv. S. 841 .98 f �)U Inv. E. 838.23 ±00 i t it O % i d Inv. W. 835.90 — — — — — — , �---- I -FUTURE R W ------- w_ --- --- -- -- —\— - --- «t�F -- — # - ---- - -- VT a A -- �t CITY CENTER DRIVE 1; LINE „K” 40+00 o 126th ST. +1 z r I O H Q . i 1 fz Q U w Cc -4 w- _ 7 - { + + 00 5 / of 7±42 , `± 00 - 5 \ 7 75 5 \, +70 STIR. No. 54 - _ i r Inlet J-10 & 88 of 12 Pipe Re d. � , -+4 2_, , }0 0 Inv. N. 842.48 420 STR.-No=-S 7---- - ----- -- ----- l � „ _ Inlet J- ? 0 & - 96' � 96' -. �+ 32 S-_2 =K 2" _ r & -- 16' of 1 �_ Pipe Keq d. 53.7Y 1 emporary R/Vv for ' 70' ��f ?" p �e PG 110' R/W + 27 Inv. N. 845. 3f) Drive Constructor r :;�13 �g HELEN MOFFITT MUELLER 110' FIR PARK LP H j ALL R/�' ON T+5 �: �,� ET TO BE AS SHOWN. ALL R /VV ON THIS SHEET C�ESCPIBED r cD L 00 t i �I II II j 855 K 1 ti " M w 855 W - � UU P.O.T. 40+82.11 „K„ Q J a > - P.G. z O LL = P.J.T. 71 +36.49 "S-2-K" o `n z a 0 850 crFJ o '2 -r 0 i z Profile Grade --- _ � W W — CL Profile Grade 00% _ J _ cn � z W Q Z 845 845 - ---- QZ a. W 840 t 0.50 840 ~ 0 _ 1 >cr Storm Sewer Lt V W .\- 0.50% _ W 835 835 w — � w 830 -- --- Q 825 ---- — --- -v N i 0.7 z �, 11 -1 in I in _ ,n ` oo to cD l I DD O) - 0 � O pp �t <t in 00 00 00 00 0o 00 38+ 00 39 00 40+ C 41 + 00 42 -+- 00 43+ 00 44+ 00 _ > J if 7 + 75233.4' STR. No. 61 +00 45 STR. N M.H. C-4 & FIRST METHODIST CHURCH OF � �'� r'MEL 3' STR. No. 64B 173' of 15" Pipe Req'd. 15" Wipe C.B. & f ' RICHARD E. & F�ee evious S eet Inv. S. 842.42 I � 12' of 12" Pipe Req'd. - ' JANE W. BOWLES i Inv. E. 842.05 � � Inv. S. 843.24 TR. No. 59 j revious heet Inv. W. 841 .88 1` +80 29' STR. No. 64A r ! M.H. C­4 & { +75 STR. No. 62 � - Inlet C-15 & � � � 203' of 12" Pipe Req'd. - 11 ' of 12" Pipe Req'd. � � w ] Inv. N. 843.06 'Inv. S. 842.53 " Inv. S. 843.06 � �0, Inv. N. 842.53 Inv. W. 843.06 I w X80 STR.ONo. 65 i 11 ' of 12" Pipe Req'd. +50 Inv. S. 843.11 z .... - _ . . _ . . 50' � 50 R W I Inv. N. 843.11 O - l W �w + 0 I -- - �- L - Proposed Ditch - - - -- > -- -- r.. I . r 1� f ` r r- _.. ,__ I 45+00 2. LINE „K„ - - �- t ► - 00 a z { � 126th ST !` t� _ X ^� -- �_ t� T _ / Y {] F , [ _-s..._..-.. ._-_._ \,.. •^ __-_-" ------ Yri , � f`z t /G,' r I , r „ '- � 1 r f - i- � - 1 Uj UJ J < t W , I f ] t t - - - / �.- - -- -* 60 R/W I � - � 0, ` , R/vN +00 { +� , - -> 60' 60 - __ +80 STR. No. 66 i Inlet J.-10 & '" +25 +75 STR. No. 63 �'� o I 38' of 12" Pipe Req'd. �� �' ', �' r � Inlet B-15 & 60 {� Inv. N. 843.30 43' of 12" Pipe Req'd. �: �'-� _ � Inv. N. 842.70 +00 STR. No. 60 r k- Q i, � See Previous Sheet I Vv G • WILLIAM G. & BARBARA HINTON DAWN WIDMER MATTHEW L. & THE JAMES JEFFREY JAY TEETER tf , TANYA S. BARMORE LIVING TRUST I E r r ' r ! I I 1 HIGH P NT ELEV 847.12 HIGH P01 T STA - 8+47.47 I i LOW POIN EL = ! i ! PVt TA = 48+ 0.00 EV 046.18 I ! I ! I PVI LEV = 84I7.18 I i PVI S�A = 45+06 A D. I _ I � I r i , I I 'I ; 69.04a PVl EL�V = 846.p5 I ! ' t h o di Re ' I l A. = 1.40 I { t I { -0.10 e 0. 0 ---t-- j 0 W i I i i 1 9 .00 VC I I + 0, El. 845 22 60.00 VC ! Grade f Special '}V" Ditch +00, El. 846.17 } i +00, El� 845.17 I I P, ! _ 855 I I ! I 00 j I j o (P1ott d 15 abode Datum) j f O LL r Q ff l j 0 r') I f I 0 f I �p r 855 W ox ; � I I i W z Zo ! ' II �! Co h ! + � j Z Q. 850 r I I l w di Z ad > I v � ! f o vi v t > V > U i z > (A U i v > Q w _ - - - - -- i i + - - t _ - � __ i � w g > m w -1.00 Profile Grade } --- - - - - - --- �_ _ - L I ; � � Q CL t - Profi e _ - 845 { I Grade 0.4© - - - - - - _ - -- -0.47 W Z Pro ite Grade W --- - -- - - - - 845 > Z � W � W �-- -•-i 0.503 I ! 0.50 I l { U I W a: 840 ; Storm Sewer Lt. ! W W I 840 cc Q �-- i W 835 { I ( I i j \� ♦^ V i I . ! I � ' I r') C14 I i rr� CV ! I co x I i � N - � 100 r r X ' rr, _ � I r � � 00 m � - ,�r_ ,. i 00 cc ! 1 � j '� 12 00 )0,00 00 a0 CC 00 C0CID 00 JD 00 ,00 00 00 00 44+ 00 45+ 00 46+ P 0 47+ 00 48+ 00 49+ 00 50+ 00 i HELEN MOFFI TT MUELLER PI = 22+91 .01 W` vti D = 00'58'46' Rt. `-- � W� NCR �! l _+47 STR. No. 84 ' Inlet J-10 & 60 i T�mpor R/W '; +75 62' of 12" Pipe Req'd. 60 +00 +15 —I— — z Inv. E. 828.47 � Proposed � � +75 Ditch 50 50 _ 0' +40 0 +00 55 -- ---- 50 R/W 50 , -- - - -- - } +00 25 ; t ? 3rd AVENUE S.W , W - - _ -- LINE ' S 1 K 25+0 o , o _ - - - A j. - - - 0 , +00 � ----- -- - 2 - -- } -- 35 00 rr Q a w r� � �;,. .o r d o a o v +70 --- +50 +41 STR. No. 304 �. +50 45' \ + Psi } 145' 45' 45 - Adjust Casting to Grade Plug Outlet Pipe 60 +70 X ` 65' +Xg 65 +47 STR. No. 85 Temporary R/W -- _ +12 STR. No. 305 Inlet M-10 & - Existing Sanitary M.H. 70' of 12" Pipe Re y >, P q dz �e E �,a'�� 404 of 10 PVC Req d. Inv. W. 828.16 - _ _ - _--�_----- ----a - Inv. S. 828.60 END CONSTRUCTION Inv. S.E. 828.16 HELEN MOFFITT MUELLER JAMES & MARY JANET COVERT STA. 25+20 "S-� -K" IOW POINT ELEV = 832.45 HIGH PO NT ELEV 833.39 - LIOW POINT ISTA = 22±46.78 HIGH POT T STA = 4+08.13 PVI StA = 22+4�' PVI TA = 23+ 0.00 I j I I PVI ELtV = 832.16 PVI LEV = 8 .52 A. = 1.93 _ _ A.D. 1.24 I K 0 62.09 ! = 67.2 � ( f I t I FJ r e of Special "V" Dit h Lt. I ( otted 1 ' e Dat m) } i ! Q � 5 �abov 11 . -0.35 ' 1 0.45 { 845 - t i W +00. Ei, 831, { 845 ' f I i I I ; W W 120 ©©, ! f Incidental Constructi n i > Z 0 IUL f b o { o i F r Resurfa ing, Curb and J Q cv f Gutter C nstructio ( ; Z � 840 i j h ± ,� ! �, , o f r Cr WQ a Lo + 0 ro + t 840 —10 00 � ICU i ad IZ w Q Z i Z v I > m I ? + W Cr Ln1 835 �. Profite Gr de w --- -- -- - -- i Grade " , W W - � — — — — — - — — —0.4 X stingy �,�n� �� W –1100% - I _ f � VW � 830 W Z I � � i 830 W � Q 0.50% I — �ca V Q St rm Sewer t. I ( V EN CONSTRUCTION II' E i (/� '� PO 25+20, Line "S-1 –K" I ! ' M ir 1 t 4 E 1 N -a F E r � j Lo rri f I � � 4 '00 16 00� 00 0�� 00 00 xi pp 00 00 22+00 23+ 00 24+ 00 25+ OC 26+ 00 R s r' AMERICAN UNITED LIFE INSURANCE CO. - +40 +70 Q 00' 00' *-Jo � w BEGIN CONSTRUCTION E. NICHOLAS KESTNER LL STA. 40+40 S-2-K +14 30' STR. No. 311 � Qrvpe "h" 'P'a'd Adjust Casting to Grade +00 75 +56.28 Dr ivF;_.Re��_d z A w= 35 -25'R ,APP F r Pruvislun<�I r > > Apr,- X. fl w A ) 5 Tie to Exist_ E u - ark. �� F App �W RANGE LINE ROAD RANGE LINE ROAD N N = r, r 0+00 LINE "S- 2—K" + \ --- ---- LI N E "S-2—K"--\ �a+aa - - -- - - - - - -- - -- -- 1 _ o I . Y. r - - l f ,- � P � LL1 _J 1 - F ;� F� c Q U W uj __-__ __—.__—_ _.-._-. _.-___- ••.__.. -_ _.__.__ _...._ .. _ .N LLJ +R , T , + ,^ +90 +00 -� 52' 52' +90 +21 19' STR. 'No. 312 +50 r Adjust Casting to Grade 58' ` { 58 Y Q Temporary R W +33 18' STR. No. 310 P Y Adjust Casting to Grade 2 A,idltlunal _>tfuC-tul e'� II .'t I.1 -iW�l W �;'�. ✓ �y - ' 3 49+43,25' `M. No. 306 53+98, 16' STR. No. 308 �� Adjust Casting to Grade Adjust Casting to Grade = THELMA K. & 4 DONALD M. & PHILLIP L. & v RICHARD A. TRAUTEUTTER WANETA DUNKERLY JUDITH E. STEWART 49+89, 23' STR. No. 307 57+20, 18' STR. No. 309 Adjust Casting to Grade Adjust Casting to Grade 74 ,� i i 1 • W I f 1 i 0 - 1 U. 850 I I _ � „ I i � -Existiriq Grade �lonq ne ?- I i 1 850 O -- — -- -- — _ _ --- t �r P + � I - - --- (If �/ �xl`� � � may( i� , I 't .t-� I � ��11;,y �,-,a, ad --- -- _ ---- Z CL -- - - -- ------- ------------ - - - -- - -� ------ ---- -- ---------- - --- - ---- --- W 845 I -- - �- - ----- _ -- - - - -- - - ' - -- - -- f, Q z ---- - ------� 845 C3 r z O g CC Q Z a Wc - t I I o 840 � _ 840 ZO _.f Q W UJ rt I VW W 835 W � 835 z i I � Q i co r F . 1 �" RCP � F - (� W Ex, 18 7 ' 6 -max. M co a -- s- "- --- -- - -- I z a M ' ' 1 i co i CC� cD GRAPHIC SCA,E �N : EE? �' cn r7; o; Q; rn l r �l 0 4 0 r,0 V 17 t 00 Co. 00 00 0 � � co 00 °r I , c 38+ 00 39+ 00 40+00 41 + 00 6C - 00 61 + 0 62+ 00 a END PROJECT RICHARD E. & JANE W. BowLES 50+15.53 K Q �i CURVE DATA P.I. 51 +32.25 "K" 0 = 31 '03'47" i J +05.4 Driveway Re 'd. D = 13'38'31 " w=10.2' / R = 420.00' T = 116.73' / Z / L _ 227.70' Relocate E = 15.92' q Mailbox _ 50+15.5,3 ai +00 ! o� W � PT = 52+43.23 15 — --_ LAPP. Ex. R S C 15'R 9 5 ,01 O 15 126th d + __-_ --- __ -- -- _ _ Z r L K N � rn .. F \ Z 00 N o -_' Sawcut R/,11/ +R 15 R \ a a v� 0 0 U i Monument Type "B" Req'd. `-App. Ex. R W_ MAG.NAIL PWP. 85-706 JEFFREY JAY TEETER + 32.8 Drive,Way Req'd o� 126 TH N s r > _ a LINE „K,. E C LC) — 00 <� 85 08 N O M L U � TOP CENTER I� Q k O i CUT X ON OF FIRE HYD. Lij � o N. SIDE MH 0- 0 0 r,-)_1 O p (D N O ,4- •– N X BRUCE A. HOLE Q P.I. 51+32.25 "K" For Legend See, Sheet No. 2 Q -0 (Rebar/Cap) 3: r-- - �t r ) LL_ Q END P ROJECT- 50+15,53 K - - -Incidental Construction for Resurfccin - -_ • - - 0.503 } - _ - -- - - 0 W +50, E1. 846.17 - - Q J - rade of Speci "V" Ditch Lt. _ - 0 LL - (Pt tted 15' bone Data 0 855 - -- - - 855 Uj W ac a: z Z - - - - - -- - _ - - _ - - W Z 850 - - _ - _ - - - - _ _ - - - - - - - - _ 850 0 (D - - - Zo g (L Profite rad - -- - - - - - - - - Z - - Ex. Gr de Atorvg ine--_ - _ - -- _ - W — W - —0,4 _ __ - - - - - - - - _ - - - _ - - _ - ~ > 845 - - - - - - - - 845 Z.1 oc - - W W Q - OC _ W � 840 - - - -- 840 W oc Q F- - _ - - - - co 835 - _ - - - Ln �t o — Q co - -- - O a6 a Fj - - - --- - - --- - - - - _ - - - - SHEET NO. ID LO - - - O __ - - 'q T- - d n - -' -- __ __ (D � - _ _ - _ GRAPHIC ALE I ET _ - - - - - - - - - -- --►t1 - -- - - tit - - - - r-� --. - - - - - _N ----- _ _ _ _ _ _w. -0 - - - -- . _ - _ 2 100 13 - � � - � � __ (0 - - -- - - _ _ - - _ - - ri 0 0 40 60 - 0000 C0100 V 49+00 50+00 51 +00 52+00 / /For Continuation of "V" Ditch See Sheet No. 25 _yt 0a ° +98 6.5' STR. No. 69 +75,36.5' STR. No. 72 °�°'c� M C-4 & HELEN MOFFITT MUELLER M.H. C-4 & 73' of 15" Pipe Req'd. 271' of 24" Pipe Req'd. Inv. E. 827.49 Inv. E. 827.04 z / J Inv. N. 827.49 Inv. S. 827.11 , Inv. N. 826.61 Ici Q o +98 STR. No. 67 T I Inlet M-10 & +75 STR. No. 70 " " I + 12' of 15" Pipe Req'd. Inlet C-15 & F'L / / Inv. E. 827.70 3' of 12" Pi 'd. ASPHALT EDGE Pipe Req'd. l L — — Inv. W 827.53 Proposed Inv. E. 827.04 Ditch �I - -- _ _ _ Inv. W. 827.04 — — — 60' R/W Cn � � . O O (1)O+I GRAVEL EDGE_ + W- +68 56.6 Lt. 828.05' F APP• Ex. R/W �n APP• Ex. R/W I - -- ------M -- - — — — — — — — — — — — -- — — CV -- -- --- --- ---- -- -- --- W 3rd AVENUE S.W. - �- �I I L N 00.21 43 W 0O 15+00 I LINE "S_1 —K"--II, 6 c - - ` - - 00, oQ 4SPHA1 1 N 00'46 33" W -- -- - - -- - - - ----- — _-12-P_YC — - - - D ITC H - --�_- 15.. - - - -- -_ ---- - - -- -3 H 0 ------------ - 3 H 0 _-_.— ---3 H 0 ----3 H 0 - ---- -------- 3 H0 -------E3�---- 3 H0---- - N - -_ _ _ ]HO - 3H0 l - ---- 3 0 --- -- -_ -- - - - \ App. Ex. R/W - - - iHC - - 31+0- HC �Ho _.` — MHO C oo � o �- 15 APP Ex. R/W ; II ~ Q N Z � N N U "' BEGIN CONSTRUCTION � +4 � � -=-- w w ILL I L STA. 11 +40 "S-1 —K" �� - .......------=---...... -----.-- ----_— — — ---- — st +39 STR. No. 302 a a w a� +39 STR No. 301 ----------------- Con Limits U Y ------------- -- -------------------- ------- — Adjust Casting to Grade AsrHA r I Adjust Casting to Grade ______________—. — -- — TOP CENTER OF FIRE HYD. 1 �iI . . , +98 STR. No. 68 +50 PI = 14+46.94 `� Inlet J-10 & = 0'24 50 Rt. +00 1 ° 50' 55' of 12" Pipe Req'd. NCR , a 50 Inv. W. 827.86 Monument Type "C" Req'd i LINE "K" � 00 +75 STR. No. 71 : 60 a) I �I LA Inlet 8-15 & Ln c7i 64' of 12" Pipe Req'd. ° a O -- I) 00 SIDE WALK � IN PVM I. Inv. W. 827.36 I N P VM T. � r{� — E ^ N O LO MAG.NAIL -- -- � IN PVMT. EXIST. BUILDING I � — O � I I �. � •cn d� � N j T 11 0 ct ( .-- P.O.T. 10+00 "S-K-1" HELEN MOFFITT MUELLER For �_P - 0 gend See Sheet No. 2- �� J C C0 (P.K. Nail) O O QD N BENCH MARK O (_0 X CP#15 20 Rebar with cap set. L PONT E EV = 83 51 Sta. 11 +15.03, 80.70' "S-1-K" Rt. El. 832.27 - LM POINT S 12+9 .99 P VI- STA 13+00 - -PVI El 830.45 a 0:02 - +80, E. 828.6 845 - Incidental Const. - - - - Grade Special ' Ditch O - _ - - . or Re-surfacing and - (Plotted 15' afio- Datum) W Ditch in - - 60. VC, 845 _ - W W - - BED, SMUG - - 0 _ Z U. - • "� 835 - PST 11+ . �e -1 x - - Z - - - - - - � M - a a - _-_ _ - - - - 835 Q i � OW :Existing-- - - --- --_-- ---_. .__ - - p. .. tang _� aka __atQng Line- � - - rode - - - -_m -- - - W-1 - - - - - Pr - -- Profile rode -_ z 830 [7- UJ Z _ _- - _ - _ - - - - - -- - - - - - - - 830 ZO _..i' a _ W W W 825 -- 0.22� - - 0.16% z W _ 825 � Q W - - - - - - _ - - - - - a a _ In FL - _ - - a - - - _ - O OD - - SHEET NO. to N _ _ >n N _ - N 00 - -- _.. tYt M _. Ln Yl --. _. _._- __ __. _. ___. .._ ..._.. w w W 00 Y -C _. _ T- cQ _- - -----c� �?- - - -- - _sip - '- - o GRAPHIC SCALE IN FEET _ - -- _ - � � 20 40 60 100 14 - - - 00 - _ 00 CID- _ - 10+00 11 +00 12+00 °- 13+00 � 15+00� 14+00 n ' ' 16+00 -+50,36.5' STIR. No. 75 +60 36.5' STR. No. 78 +50 52' STIR. No. 81 +30 "K" STIR. No, 33 For Continuation of Line "K" See Sheet No. 9 M.H. C-4 & M.H. C-4 & M.H. C-4 & � 106' of 24" Pipe Req'd. 186' of 24" Pipe Req'd. HELEN MOFFITT MUELLER 23' of 24" Pipe Req'd. See »Sheet No. 9 Inv. E. 826.18 Inv. E. 828.51 +38,43' K STR. No. 34 POT +1 .1 -1- " 4 �. ;{�� Inv. E. 826.98 » d s t Inv. S. 826.18 See Sheet No. 9 =POT 29+00.52 K +00 K Inv. S. 826.01 Inv. S. 825.68 _ gr;, x Monument Type "B" Req'd Inv. N. 826.18 Inv. N. 826.01 Inv. N. 825.68 +00 "K" 70 r 70 o a " " +50 STIR. No. 79 \ +30 K STIR. No. 32 >' +50 STIR. No. 73 +60 STR. No. 76 f ee Sheet No. 9 Inlet M 10 & g Inlet C-15 & Inlet C-15 & 6 6 , 3' of 12" Pie Req'd. 18' of 12" Pipe Req'd. p q 3' of 12" Pipe Req'd. Inv. E. 828.60 / Y W F �I v. E. 827.44 Inv. E. 827.00 +38 ' 'K" STR. No. 35 Inb W` 827.44 w Inv. W. 827.00 � See et N 9 +00 / 60' z +00 Cons its Proposed -' - - ------ _ _ Z + Ditch +75 STIR. No. 82 0 _See Sheet No. 9 0 - . -- - w AD= F F OC App. Ex. R/W--� 44 HL _ � 6 M- --- --- M---- --- -- M----- ------M M- N ' L10 � M-------- -----M----- M--- ------M ------M------------M------ M------ --- ---- - -- _---- ---- /�App. /W - - - N --- -- -- - -- - - - - -- - --- - --- -- -- -LINE -- "S-1-.K +AVENUE S.W. 6 00 � - w N 00'46'33" W E - an d ASPHALT --- -- -- - -- - -- -- -- --- - - - - -- -- - 10 + - - - - -- -- - - - -- - -- - - - -- - - -- -- -- - - --- - -- ----------------------- -- ----- -----$ PVC - -- -- - -------- ------ -------------------- ----- -- -- --- -------- --------- ---- -- - - -- -- --- -- - ----- ---- ---_-- - - -- PVC cJ --- --- --- - ---- App. Ex. R W -- ---3HO-- 00 -11 15 �, " -- 0) 6 - -- _ - ------ - APP. X. - -- CO oo M o Z LC) CV N F- Q d II m N Q RB B oC g F 6 w w LU F o C WadY 5 R a ---------==- -----__---=--------_---•- =----==---=----- --•----------------=_-•--- ----' Const. Limits ._- ------ --..-._--..-..-_.__-..----------_=--/-- ---7 --- ---------------------_=-----••-_=---------.. - +50 STIR. N 74 60 R - - - - - - - - - . - - -------------....---------- ---=_ /• �' [2C +60 STR. No. 77 - Inlet B-15 & +3918' STIR. No. 303 +50 STIR. No. 80 0 Inlet B-15 & Inlet J-10 & � w 64' of 12" Pipe Req'd. " Ad�st Casting to Grade � " Inv. W. 827.76 64 of 12 Pipe Req'd. 64 of 12 Pipe Req'd. I Inv. W. 827.32 Inv. E. 826.13 Inv. W. 828.92 6' z ' � _ 6 �� o0 0 POT 16+00, 39' Rt. "S-1-K" +25 v �' 60' 0O =POT 10+00 "S-2-TR" +39 50' STIR. No. 303A 60' w F Z Z Monument Type "B" Req'd M.H. C-4 & U F f'r +70 STR. No. 83 •L- 0 Ln J 32' of 10" PVC Req'd. 'I See She ° •° 0 etNo. 9 � 00 Inv. N. 827.47 -J a_ o C o B +60 44' "K" STIR. No. 36 Inv. W. 826.80 " " �; � E N o +00 K ° See Sheet No. 9 .U) rn 0 N 60' +00 #'Ko, o a_ �? 0 For Legend See Sheet No. 2 60 C � N '� BENCH MARK For Continuation of Line "S-2-TR" See Sheet No. 22 HELEN MOFFITT MUELLER � d- � N t� X For Additional Intersection Detail, See Sheet No. WBM#1 Top northeast flange bolt (at tip of arrow) on fire hydrant approx. 's r- Q 25' west of the ii of 3rd Ave. SW & approx. 200' south of - HIGH P NT ELEV .831._99 126th St. Sta. 19+01.85, 25.22' "S-1-K" Lt. El. 833.88 - �IC��-I P ITT STA 1�+5� - - - - LO -POINT E V-= 831 26 _ LO -POINT ST = =18+5 .74 - P VI STA = 16 50 - _-. PVI STA - PVi- EV - 2.05 - - _ - - PVT ELEV -A D. = -0. 6 R.D. }:�0 - - Grading lan, = 70.0 - - _ _ - _ oee ee a - - - - - --- --- -"V`_- - - - - - - - - - - El- $31.1 3 Itch :-Lt_ - - - - +5 El._ 831.3()-/ - - � - _ - - - _ above-_1 aim _ - _ _ - - - - 8 W.W_ VC - - - - - 90. VC _ -- - - - . -_ _ ____ -_- _ o , - - - a M _ _ M _ m W - - - - - _ -- - - 0o- 1r< --- - z - + - - - - - _ - - _ - - 40 - - - f� _ - - - M _ ► , - -- -- - - - z LL - - - _ - - - + - _ - _ 835 - - W L4 J - - - - -- - _ .__ - - �E} - _- - - - t4 W_ W z - - - - - - _. W a Ix - - - - - 835 5 - Exist r1 _ --. _ - - 1 - - - --- - -_ __------- --Pr�ofNe c,'ode__ _ - - --� - -__ _ _ - - ._ _ _ � - q t ltd e 4 - -- -- -- - v� - - - - --- - - - - - - Z 830 zO .3 - _ - 8.1 - --- -- -- -- --- - - - - _ - - - _ - LJJ W W 825 _ -- 30% - W - - W -- - t - 8 _ - orm ewer - - - -- - - co Ln - SHEET NO. N 00 - - -- -- - - - -- - - Coco - � - - CO - - _ -- - - - - - - - ._ - - - - - -;tp - - - - - - - 0 - -- � � - - - - - - -__ in - - - - - - - �' -- - - - - - - - __. -- �_ - -- - F`? GRAPHIC SCALE IN FEET co 0000 -00 co - °0 - --- --- -- - -_ --- - - -- _ - - - - ''� - - ,'� r7 cv - _ c�i ,�; • _ 0 20 40 60 100 15 - - - COL2 17+00 18+00 19+00 20+00 21 +00 22+00 AMERICAN UNITED LIFE INSURANCE CO. TRUSTEE OF THE DECLARATION OF TRUST OF JAMES E. & BETTY J. HUFFER +65,37' Rt. HELEN MOFFITT MUELLER ��"'�►.�: +00 STR. No, 90 Type "C" Light Fixture Req'd. Inlet M-10 & _ _ _ See Sheets 19 & E-1 8' of 12" Pipe Req'd. +00 STR, No. 97 Inv. SE 831 .87 +85 STR. No. 92 C _ - _ a II �� +32 29' STR. No. 94 1 II Q � Inv. N 832.51 Inlet J-10 & Q II Q Remove Existing Casting 80' of 12" Pipe Req'd. I Adjust Casting to Replace with Inlet Casting I 1 9 -----------� +89.48,27.58' STR, No. 89 Inv. E 833.31 +12 Street Approach Re 'd IIII II that fits Structure Adjust Casting to Grade I � +50 +73 STR. No. 96 II Inv. S 833.67 1 9 w=58 80 Inlet J-10 & �\ r. Temporary /W II Inv. N 833.69 +00 +80 - I +50 38' of 12" Pipe Req'd. II °? 72 CO °' +65,37' Lt. 80' 72 Inv. S 834.14 Inv. E 833.69 +, S +00 Type C Light Fixture Req d. � � ASPHALT ,+80 +00 I I - - - ASP 72 R/W _ II � _ _ 0 a 65 See Sheets 19 & E-1 65► m 65 HALT "11 0 - - - - - -�0 - - - - - - - �� - .... Ic I _ o _0 _........ ...�, r z 30 R yPR ' I J o �m III I II to ° ° App, E . Provisional R/W \ \ ` ------ ------------------I- - --------------------- - — T T — o :: I Construct'oW Tmits II I o ------- ------------- ----- -----�------ ------T T T © o E \ T — — T H�-C�JRB-- — -- -� __ �AP�Ex. Provisional R W ^ o - - - — - - - — — — - - - - + E E E T E T F v App. Ex, R/W ASPHA T Rb T T T T y App. Ex. R/W J - - - - - - - - - - - - - - - - -- _ 36" CMP ------------ ----- 36 CMP -_-- - - -- --- - 36 CMP - - - �a -� - - - - - - - - - - - - - - - - - _ - - -_ 3 - - - - 3 - - -3 - - - E - +� = +84 STR. No. 100 Remove Existing Casting P.O.T. 71 +36.49 19 X14-2-- !�. Replace with Inlet Casting P.O.T. 40+ +49 STR. No. 101 that fits Structure J Inlet J-10 & Inv. S 837.93 ,� Inv. N 837.96 3 of 12 Pipe Req'd. Inv. E 837.96 Inv. E 840.8 '� r ' Relocate and Reconnect Ex. Wood 1 * $ - Vole and Fixture if necessary 1' / b 4 .. +00 I r �.- 00' 72 Modular Block Wall 69 7 Temporary (see Detail Sht s. No. ) z -- r-- - +27 K" Ag 44 .1 It 11 1 ft-ftv- +08 5 - Z a _ r r +R - 0 60' Ll 0 b - Q1 CD F- I J �4A' f t�" E_a. P Q Y c � 4 v _ - �ti LC F E w LC r App. Ex. R W --- - - r - , __ _._ • r V . -"',-Cap Inlet p - - tt _`` yy + — --- ----_ -_- , t CO " 6� — « LINE S-2 K N 00 1 3 57 - -- , NCt LINE ROAD Inlet -. $. - -__. " s Y - 1 1 W Ce Y 4 . t _ - + f" �.. ./ L J 1 �3 } `., • '4 4._..,,.__,..w-.•»"-....• •.•^•••—.- ''rX rr,Re mvWaufshYtl sawP:i4aeatlawt+.'aa+•ax+.vavru.wws X16 >t 1 ! 47 R W s Te—m 7R - X10 +90 �# mO +50 Ter? ;, i +00I 3 52'; 1 _ M 50 � � - .ma -___ �. ,r 50 Modular BI �k Wal W l 55 I 1 +35 7` ' K' ' ' �, „ ' +9 7' R (see Detail Sht s. No. 0,3 Rt. l �r , 51 L 95 20' STR. No, 315 € a Type " C" Light Fixture Req'd. +80 47' Rt. ��� - —, _. ' : __ �,%r'4 7 + 98• "S- K" See Sheet E- 1 +90 (1 ��J" +35 Adjust Gastina +o .rode a , .:_. � ._.. T e C' Light Fixture Req'd Q 3 Y� 9 q 3 _ Seib Sheet E-1 W odular Black Wal, 0' 1 4'30" Rt. 1 Temporary R/ r 68 68 I Replace or Rese l ` (see Detail Sht's. No � 1 � Driveway K x i Water Valve - ----e� -..� - j f L +50 STR. No. 102 r I M 4 Inlet J- 10 & _ 3' of 12" Pipe Req'd. Inv. W 841 . 17 , — t I Existing light pole & base to be removed completely including base Transport poles, light fixture and all accessories to storage location { as directed by the city of Carmel. Disconnect electrical circuits at i source and remove wiring to service. Remove conduit where expose or disturbed and abandon remaining conduit in place. New Intersection Lighting, See Sheet E- 1 . j General Notes: For Pole Light Schedule, See Sheet E- 1 . 860 j Volt. connections to light poles by Cinergy. Q 860 i I ........ _. ___ . _.._ .___ _ - _- __ _ _____ _____.____ r , ! Q E I I Uj LJL 855 Y" 3 855 LLJ a: JQ CL 1 ' Z _..I a _ _ i 850 850 - . Xgz CL f _- _ _. W I _� 845 _ ---- — — - - _ __. _ _- -_______ _--."- _ - �— 4 W 1 i W LIJ W — I l Ex. 2" RCP- -� ' I I f 840 a Z r 840 ! } - _ J Ex. 12" RCP--\\ --- --.---__ _ -- �_- I n ,8 4 U.5 5 LLI - - i V _ - - - lnv 837.96 - - , - In .837.9 835 _ � - _ Ex.B .P- i _ a _ LJ cc f fi �) f 19`r' 0 0 p�Q Q�0 I 0�Q 00 i , :i. ?.% ' 61--w5i _ �.. v AR.� nn Rq+ nn 70+ 00 71 + 00 + 00 73+ 00 74+ 00 +80 STR. No. 105 Adjust Casting to Grade A �_�� +90,28' fit. MIDAS PROPERTIES INC. +80 STR. No. 103 Type "C" Light Fixture Re q d. HARRY C. ELLIOTT END !CONSTRUMION _ Inlet M-10 & See Sheets 19 & E-1 - - -- -;, — Adjust Casting to Grade STA. 76 +-0 S--2--K is Remove Exist. Inlet & Extend 2' of 12" Pipe Req'd. Temporary R/W Inv. E 839.74 r x�sT P.ui� DINS: ( F-XIS;. ��, ��,; Modular Block wall (see Detail Sheets) � h.— _—> +92.5 +R _ Awr�I ��— 50 R�W 55' 50 I , 0 SIDLWALK UJ — - _ - - - - � A�App. Ex. Provisional R/W r; F1. .... _ App. Ex. R W Remove +92 CIA R �1! I 10- - w -- - 75+00 RANGE' _ NE ROALI F- " 8 0 ` - - - � _ r -- 6 - ----- ... ._ �.�....m �.. m _.. _... - z 1 Remove LL I Ai I 5 � I � J - - - - O Q r I A, ; � (a� W Y A p-p: Ex R/W — — +00 50' 50' I , P 4 a NA 1! +81 STR. No. 104 THOMAS D. & ,E.MFi . L��N I Inlet J-10 & Adjust Casting to Grade FIRST ME:THODI ST CHURCH ('fi ("A V .I.- CAROLINE R. WILSON � Remove Exist. Inlet & Extend i-,vN, ` INi 1' of 12" Pipe Req'd. Inv. W 840.43 N s �I l � y P.O.-1 80+00 S---K._1 p �F r, t �i 1 �yF y�,� I• � C Q UJ U. , i I i 0 I I O 8"" W 855 LtJ � a Z 850 00 � ' k 1 850 z D I W a ' � Z k — 845 O ,_1' Q I 845 — ----- -- ___ x _ _ — _ I ____ ___ __ ____ _ 0 W ~ W cc a: I W i I Z �,,> I I r 840 , ! -- E x. t __ { _ _ _._ _ .. ¢._._...__.. . _ ___- _ ._ . __- _ _ - —�- - Inv 838.45 --- V 0 LU I r fi I Z 8 3 5 00 __- -j-- --- ._.___ . .._ _ _ .:.. ., . - _ _ _ _ _ _ - _ - I „ l p� jE!E y r I ` I j n ti;' Cn ao I j z t 4 r.. " M coo 1 _ r I ;i(. 20 - G , u, rMY1 ry'��y^� cc Q r�-� C7W _.. _. -. __. _ _.. _ L61.. -- _ _.. _1N .a,F»...:rr..«.:.w.»"�:nm..�.ran.,.,..wv.m+..,...:,..: ....w...,,.r.. .w ._.,.,:,....,........n...x,��d.,.+... .mx»..c.�e..:, ,.,.w.....w.i....,.w. ..�n....,.... .,«.,.w,,.....-..,.,.-.. » ....L,:su.w..w.m.w.:..w«.n�k,n...+.,:.:r:.....�.,w ..<sow.:.,...,..,,.pis. .,.•,.«.w,er.+,....:ww+aa..�.r».t.,.. �-®.,.... '. ....y +50 "K" STIR. No. 41 ` PC = 32+40.64 "K' See Sheet No. 10 a ;. +50,44' "K" STIR. No. 42 HELEN MOFFITT MUELLER :a +50 "K" STIR. No. 40 Y See Sheet No. 10 See Sheet No. 10 _`LJ Monon Trail Pedestrian Underpass ;1 z I: = Sta. 33+15.00, 0.0' Rt., Line "K" ° I = Sta. 13+43.11 , 5.0' Lt., Line "TR" �� I JAMES & MARY JANET COVERT �I I I HELEN MOFFITT MUELLER " I POT 13+43.81 "TR" ° Of O � r I n r 00 =POT 33+20.05 >1 I II 90' �f z ��. +92 STIR. No. 107 I II CURVE DATA _ � Inlet R-13 & P.I. 15+ 14.87 "TR" 7d 48' of 12" Pipe Req'd. p = 23°44'59" Inv. N.W. 827.74 I � __-_=_ CURVE DATA � � _PI 32+ 7.64 -� Inv. S. 827.74 `�' I , R = g0° 1080 41 " " ,,� LINE TR" �•, +21 97 K" STIR. No. 43 Q P.I. 12+36. 19 TR ;� � " °� I � T = 19.98' Z = 14°51 'S 2" � C� See Sheet No. 10 �� L = 39.38' O D = 22°55'06" �� w �� E �= 2.08' y R = 250.00' +92 STIR. No. 106 `j-1 �'•, _ �� 1' 10' 1 T = 32.61 ' Inlet R-13 & - ' :I w ---- -_-_- - cr L = 64.86' O = 4 \� -- ---- ---- -__---- 12: 1 12: 1 E = 2. 12' 95' of 12" Pipe Req'd. rn ;I U Inv. N. 828.21 PT 15+3%28 YY� YYYY-Y-Y _ g P.G. BEGIN CONSTRUCTION �Y� +� PC = 12+03.57 ,I + +R ��� By l Others SECTION SECTION A-A STA. 11 +00 TR = 12+36.19 ' " App. Ex. R/W-� 90 ------- x ------_ x - - - - - - x ° -- -- - - ° 105' "K" A P. Ex R/w-,� END CONSTRUCTION x -♦- - - - --_ _ _ __-._ �. STA. 16+00 TR W C, •. ABANDONED TELEPHONE P S LINE "TR" 1s+oo � � � 10' Taper �.-�%°\ 12" PVC l�;t tr - /-10. Taper --�Cons�r - N 00'56'22" W ____- -- ``-Remove - PT 12+68.4 •. � .l Jl A _ ( _,1`c_ � _ -- --l_ 1 -j --} - --}--}.1 - -r-- - --- ----j -(-1-j- --- _ -� ---i-- j-- j---,(-1 -- -- --1----------- --- - .._ __ - 1-------------1------- - 1-__ --------1----- -----1-� ----------1 -------- - -------- --- l.J -_- _ _ 1_ __ -BANK------BANK. �5 � OP OF N O MONON TRAIL N ■ 2'-0"(Typ.) ■ ABANDONED RAILROAD BED O ■ N Tie Into Ex. Trail 00 11 00 ----ANNA_- ---- --1 - 1. -- - --- - -- - - -- - - _ - - - - -- -- -- - - - _ - - - -- v- - _ _-� - - - - - - -- - - -- - - - - _ - - - ------ ANNA _ OP of A -- -- - _ _ _ .. -- - -- - - N 00°48' 1 2" W N ° Relocate Pole Tie into �=•'" - rll ; Cn a Ex. Trail .=Str. Li �_ By Others _; - V v o w Remove CURVE DATA w CSX TRANSPORTATION, INC 12 - - _ N, - _.....ANNA- „ -- -- -- - > - - �:_ - -- C _=_._...--ANNA-- •ANNA ANNA-- ANNA-- P.I. 15+76. TR cc .1c W a� Y -- - - 110' "K" onstr. Limit » 10" STFEI. 4""S'.(F'_ A Ex. R W ' •-- - ................ ....... s - P I - 55 C PP / .- - : `N \ . Ex. R/W--, T 1 + D 60 18'4 1" = .. APP 0 P = 15+76.55 = 1 171 - +R '; T = 33+54.17 � '; + " T = 19.86' PI - 11 + 4. 82 85 K" STIR. No. 446 _ 90' Z '�; See Sheet No. 10 = + E = 2 . 15 PT 11 +67.1 , ''I , +57,18' STR. No. 45 3t- '� 1� M.H. C-4 Req'd. CURVE DATA o �o Inv. S. 823.86 P.I. 11 +34.63 "TR" HELEN MOFFITT MUELLER �' 8' 4,' , Outlet Pipe by Others ° c .' 8 �_ For Legend wee Sheet No. 2 C Ln 0 = 15°00 19 ' q' 1 -�- C) a o D = 22°55'06" ,'' 6 HELEN MOFFITT MUELLER c� BENCH MARK U . R = 250.00' �' ' 1 1 ,` -( CP 1503 Hub and Tack in railroad a o �� 1, # set bed approx. 30' north of the N T = 32.92' Q easterly extension of the i of exist. 126th St. v_i 0 Ln L = 65.47' Q Sta. 15+96.53, 5.98' "TR" Lt. El. 832.28 w � Q +70 80' "K' STIR. No. 44A CP#1504 Hub and Tack set in railroad bed approx. 150' south of the � 0 E = 2. 16' See Sheet NO. 10 easterly extension of the i of exist. 126th St. J p Sta. 14+15.37, 19.75' "TR" Rt. El. 833.30 0O 4 x For Pedestrian Tunnel Details See Sheet No. CS1 -CS4 CP#1505 Hub and Tack set in railroad bed approx. 300' south of the r ro U_ For Pedestrain Tunnel Lighting Details See Sheet No. CS5-CS8 easterly extension of the i of exist. 126th St. Sta. 12+66.64, 19.93' "TR" Rt. El. 833.93 LO POINT ELEV = 831177 HIG POINT E EV = 83-110 - LO POINT ST = - 13+9 .80 HIG POINT = 15+1 .74 - + 00 PVI STA 14+20 to " PVI STA 15+00 ° o ►� n PVI ELEV = 831 .64 to PVI ELEV = 833.32 + '�' - u� r7 A.D. 2. 0 A.D. _ -2.86 - cn p( = 2.00 vi + ' K = 7.97 w - - - m m - 80. ' VC - 80.0 ' VG BEGIN C4 STRV TION -- - - -- _ END C NSTRU T10N - o� 845 - - - -_ _ -_ - 845 - - -- - -- - - - - WW - --- -- - - - - - - > - Q - - - - - J cc -- _ - - Z a. - _ - - LO - - W 840 - - - - - 840 LU Q ad - - - - - - - Z -- - - - - - - -- - -- --- - - -- -_ M - - - - _ -- -- - - - - - - W CC Z -- - a. 835 - - - - 835 Z0 . - - - - - - - W _ _ Uj 2.10 7 Profile ad_ - - - - ` " - .10 -_ _ - 834 ccQ 830 _ _ _ - 1 0+00 EL. 831 . - -- - �_ - - - �-- V -- - - O Tie to Exist. Dite Lt. - co - +II.12% - - - _ C* O 825 _ - 0.50% L Q CU Grade f "V' Dit h Lt. + _ 0 5' Below Datum EL. 832.10 Storm wer Lt. Storm Se er Rt. st CL - a - - - - o v rn 0 CIO SHEET NO. ao o - - - ry o N co N � N as N N_ 00 N 00 - O) r� o � R A P H I ALE I FEET G C SC N FE M CD 0 � 00 Lf7 � C� ltd � 110 C� _ N - N N Q i� CQ � N � N - CV - p .- - D oN O � cvN NN 0 20 40 60 100 21 r'0 - r� r`0 ►r3 r'0 M rr5 �,� n to r� �} fr? ►� M Co ISO 00 002 1 1 DQ_ _ a0 [Lt I 1 00 ffi -00 l 3 1 00 cc 1 00 (n CIO Do- 00 00 11 +00 12+00 13+00 14+00 15+00 16+ 00 ! J i" BEGIN CONSTRUCTION �, -, - G: --APO\23158'02',S;GNALS 3'58 DO! dwg - APR 22, '998 - 13 44:36 vZ5 z C7 j r 1 O 00 co m 1 I I i I i I I I i I i C7 n +- co 00 (D + C1 W N + Cn C O J I + U/ co O 00 C/i N a to (NO o 4 z T 00 Cn I i W CIO 00 D 77 OD C0 -i N N N N � cD N N c0 � A I (n (G 833.44 832.16 832.71 833.09 833.44 833.53 832.67 3rd AVENUE 01-1 832.40 833.57 833.57 833.09 1 832.64 832 89 833.22 833.73 833.63 20- 00 833.30 833.70 833.70 1�8,3322 Line "S-1 - " 831.76 832.01 832.26 832.51 832.64 832.83 833.38 833.78 833.78 833.30 832.67 832.64 832.86 832.51 832.45 832.49 831.47 831.64 831.89 832.14 832.39 832.64 832.89 833.86 833.82 832.90 833.53 834.03 833.87 832.49 832.68 832.72 832.51 832.39 832.38 831.42 � 834.01 834.01 833.53 831.18 831.46 831.77 832.08 832.39 832.70 833.01 833.69 834.12 834.17 833.98 832.34 832.5 834.18 00 00 832.27 + co + 00 00 00 00 00 W 00 + 00 W + + N + (,, + CA + w �' ' � CA 834.31 � � �' Ka c� � (,. co c + N � � o O Cr N 00 N + N N (n Q) (,.1 N U N N W (n Z O 00 (n + C� cD cD n O O W J (!) I cin (� (j - ('' c , a oo I vi I O i i I f � _ 00 1 Ui � o 7 1 7� 1 _ I 0o J 00 00 W " Cl � N 4 (n I 00 W O c) C) r 0 z 0 C m m cf) z Z 0 FA 3 X c� p o � D cr rn cD c 0 m (D 0 o• (D 0 0 (D Q Z O 2 (n = No. i DATE REVISION r,l PROJECT No: t.€:Gtsc CITY OF CARMEL, I N DIANA WOOLPERT LLP -- � 2 3158 •`°�;�;,?,,..»..�,,, Z 7140 Waldemar Drive DATE 04/23/98 a„ N o 126th STREET IMPROVEMENTS u '• ti J Indianapolis, Indiana 46268-4192 SCALE 1 2 0' CA) CITY CENTER DRIVE AND 3rd AVENUE DES. MAT 317.299.7500 r DR MAT ' �D�T FAX: 317.291 .5805 f E ` INTERSECTION DETAILS CKD. TRL SEAL F �t W Z 12" CONC. J BORDER TYP. W 1 0 CONTROL JOINTS SHALL Z Q BE PLACED AS SPECIFIED / HERRINGBONE - '� o CONSTRUCTION JOINTS SHALL CHANGE DIRECTION s�� BE PLACED SO AS TO CONFORM 0 F GRAIN ® TO MAINTENANCE OF TRAFFIC NORTH EACH CORNER N �j I 12" 12' 12„ NED PATTE -� PATTE -- PAVING UNITS L O CONC.(112"x 1 " DIAMOND) ca CTANGULAR - NEOPRENE W PAVERS IN 12' ° ° MODIFIED ASPHALT cr HERRINGBONE ° • ADHESIVE PATTERN CITY CENTER DRIVE (30 MPH) SEE DETAIL A 12" CONC. \ \ \ \ \ \ \ \ \ \ \ • \ \ BORDER TYP. 40+00 41 +00 COMPACTED AGGREGATE COMPACTED SUBGRADE 6 3 CONCRETE ROLLED SETTING BED 4 CO " (BASE) ( ) COMPACTED AGGREGATE PATTERNED c NC. SECTION "A-A" 12' PAVEMENT Q SEE DETAIL B � Q W RECTANGULAR ? HERRINGBONE " w V v J �•. 10" PATTERNED CONCRETE PAVEMENT ON Z PAVERS IN o HERRINGBONE------_ • J "A "A o PATTERN 126th ST. A FOR CONCRETE PAVEMENT 12 CONC. SEE DETAIL A 7 SUBBASE BORDER TYP. Y N ' DETAIL B ° � N ° Olt --I --I -ji J W uj W J CJ a o cvi� W �ce U �- 2% 2 �s2 rn T o c� o cn 12" CON(- Ln Lo co CON(- n CO CO 00 • BORDER TYP. P.C. P.T. 850.58 rn o o 0) 850.58 a� _ Ln T o ° 'n 00 00 00 -__ -_--- 850.66 - - ° 0000 Mid Pnt. --- -_--- L 850:57 Mid 850.94 Pnt. E N o 850.18 -_ - - -- P.C +64 +89 + 14 +39 +64 - 94 P 850 - - -- 850.23 - � -(D U) Ln � P.T. ---t 849.89 Lij Q 1 rn a � +00 +25 +50 +75 +00 849.79 o 00 '�' ° 849.73 849.48 849.19 848.98 848.61 -� o a �o N Ln o 00 OO N f� X co c� Q fi r--) LL- 847.04 847.68 E848.30 848.92 849.54 N N \ 850.09 849.73 849.54 849.31 849.1 6 848.85 H 0 0o cD o co o 2% I ,n o Ln U-) o 0 ao 0 0 00 00 U-) o'I - /U) Ln 847.30 847.86 848.42 848.98 849.54 F84 9.98 I 849.98 849.73 849.60 849.43 849.26 849.09 � 40--0 0 849.84 849.73 849.66 849.51 849.46 849.21 848.04 848.54 849.04 849.54 !It 849.94 ao ° Line "K" CD 0 0 UD IIII 126th STRE 0 o0 00 0')848.66 1848.9.3 1 849.20 1 00 00 00 849.41 00 O 849.52 849.45 849.36 849.27 849.18 849.09 Q 848.54 848.81 849.08 849.29 ` Z Z W Lc) `� 00 0) 0 00 m J) ° 00 (3) � � � co �� QWz 't It 849.27 849.21 849.12 849.03 848.94 848.85 F84 .30 848.57 848.84 849.05 00 00 00 2% W W Q 848.06 848.33 848.60 848.81 �\ 849.25 848.82 848.96 848.88 848.79 848.70 848.61 z 847-82j . 848.09 848.36 P.T. O Z W 849.1 6 P.C. Mid Pnt. W a 848.47 848.75 849.16 848.45 22 Z Mid Pnt. c o O CIA 847.84 --____---_-----__ ---- ------ _----- - a Z LI? 00 It rn It � P.C. UWQ V 00 00 00 00 00 0 W 847.89 LL cr P.T. 01-- W cc 847.22 CO W W 0 ;-0 0) T U � c* z co 00 00 00 00 0 �-- r NOTES � N 2% 2% O 1 . Uniform Grading Between Spot Elevations is Required N a O TOM + •HOLEY MOLEr SHEET NO. ° DONT DIG V1 BLIND 24 Go O • N CALL TOLL FREE 0 0 a c i i� f _ l J � 60 .� � --- ----- � 1_ -- _�� i..6 Q R +PC,� +06.91 +P T +12.2 9) 60 60' 0 _ — �' - — �} R r � i/ 20+ - - -------- CITY CENTER DRIVE ALTERNATE BID 60' Rl r /- +PT +16.76) R � i 60' ' +PC (+22.5a) �VI/ �_. _ -i- - _ _ 60' �`- - I Z ' / _-- a; 60 +PT +25.75 R W -- _ L 70' OZ il I - ��' +PC +v06.91 ) +PT _ -- - 7Q, +90 „K., d: ' 5' at 2: 1 _ 5' at 2: 1 70 70 ���� .F --- --- ----------- -- - 475' --- — — -- - — 1 +; �, '1� }, CI_ x L,, � EI. 8 .21 111 j, j SECTION 4_q ( � f J 1 1 / i 7 C'l Z I - � + Bottom El. 82215 J : I I I SECTION B-B Z �+ I -+-90 "K" 315' .� � J J - Drainage Easement \ o ! P a co o +70 .,K„ CL o 0) o o v 375' a ' Constr. Limits -`�. _ yam.,,.. ..a.r_ �u a- sais .ia�a--�.�.�. �...ar ..u. ..,�:e .r e. a.. <..�- i..v •.....� ' � � - '• III i / � �...._ .���_�.���_.�" •C7 ; I _ I _ i _ ° 2t�+36 "h >, 441 i I 822.15 i t i ---- ----------------------------.__.___._—._ ----___.__._._.--'---- -----_._. —_.._ _.. __ __.�. I .,�.,...�..,�.,. r T, 20+70_-K„ 614' Rt � 822.15 0 . •j\ 4` a; / �•.` ` ` \ .ice Z z Drainage Easement t ' - 730 "' _.__ \, \ v ' I cl W ow p , \, (� CO) W W GENERAL NOTE- CONTRACTOR SHALL ADJUST DIMENSIC)NS AT DETENTION x x POND TO EXCAVATE THE REQUIRED AMOUNT OF FILL_ FOR ` H} � N CITY CENTER DRIVE. THE CONTRACTOR SHALL SUBMIT ft AS-BUILT DRAWINGS SHOWING THE MODIFICATION'_) / 51 1,43 S-_ ; __K" 70"" REQUIRED. _ --- — --r -- f 25 O - g O � co cc END RUCTION XG20-2 j 60" x 24" I I ' -- - 1 o TY P. 00 i -- - - -— � --- cn m o � z w c 400' Q 03 C co � o Q Q Q ROAD 3 W a cc CONSTRUCTION a ° co ° ° V AHEAD XW20- 1 48" x 48" WORK AREA 10' MIN. 10' MIN. TRAVEL TRAVEL li LANE LANE {I > I 00 O O o — o I' J N O w Ln N w II ROAD 0- � 0-) v I', CONSTRUCTION o o X SECTION A—A I�' AHEAD O Q PHASE 1 v I� I' XW20— 1 II 48" x 48" I' 0 A l' 400' O I . North and Southbound traffic shall be maintained + on existing existing 3rd Avenue at all times. 00 2. Proposed Southbound lanes to be constructed to w binder course. Q > F— O �- cn ¢ - -- - --- --------- --- ----- -- -- ---- - ---- - -. rAd __AV1UE - LIJ LL CO w -------- -- -- _Jw LL Z z Q - aW � END CONSTRUC W XG20-2 Z `' 60" x 24" O LL 0 o i WCL o- I 2 LU w — LEGEND z UJ VW Z 51 Temporary Pavement Marking, I, White, 4" I I � W Itl a Q 52 Temporary Pavement Marking, I, Yellow, 4" U I l O III 53 Temporary Pavement Marking, II, White, 4" co W 0 V54 Temporary Pavement Marking, II, Yellow, 4" 4-a N Z m Construction Area � a 'HOLEY per • Standard Drum DONT K) Note: Contractor Shall Maintain Access to All Residences and Business at all PHASE I SHEET NO. Direction of Traffic " DIG -. Times. BLIND 3rd AVENUE Construction Sign with Flasher 1-800-382-5544 2 N CALL TOLL FREE Type III Barricades O O yy � f� Z 0 z z 0 co Ir XW1 - 4-B(L) 48" x 48" END 200' CONSTRUS�' —: XG20-2 O „24 60" x �o - - -1 _ O - 2 5' TYP + —i — 00 TYP r- - --- - - -- -- �-- W A � i QO _ - -_10f0D - m UJ 3rd --AVENUE._- -_-. - - Z Li W Z U (53) Q 200' 200' 0 00 0 i - --- — i -- -- - — Z Ln N Ln VN � _ :2 : W W W .� ROAD � aawad °e CL o o o U XW20 -1 XW1 -4-B(L) 48" x 48" 48" x 48" WORK AREA Ii 10 MIN. 10 MIN. —.---- — II TRAVEL TRAVEL II > o LANE LANE _ I W I': o Ln � o 1 ' Ii '7D 00 n O Ln r� J E — N O O O l °�r° I —� C6 M O O� LLJ 0 } f Z II a- O � W J O ° N f� X ROAD o SECTION A- A I� CONSTRUCTION v I' AHEAD I� 0> PHASE XW1 -4-B(R) XW20_1 11 II 48' x 48' O A L5 _ 11 i 48" x 48,> 1 . North and Southbound traffic shall maintained O TYP + � 200' n , _ 200 on new Southbound Lanes of 3rd Avenue 00 2. Proposed Northbound lanes to be constructed to T .E- binder course. Q - m W Z LLJ co LL LLJ LL Q J � � t Z 0 — A 54 r_ ZW Q 53 END 0 W 200' TION I XG20–2 Z LL 60" x 24" O ' .1a: 0 W 0. _ Uj Uj a: XW1 -4-B(L) Z Q V 48" x 48 U III V W Z 11 LL- W Q LEGEND I i l O cc (5� ) Temporary Pavement Marking, I, White, 4" III (n ( Uj 52) Temporary Pavement Marking, 1, Yellow, 4" (5 3) Temporary Pavement Marking, II, White, 4" CV Z (54) Temporary Pavement Marking, II, Yellow, 4" 1' a z Note: Contractor Shall Maintain Access to �+o�v per 3 Construction Area P HAS E All Residences and Business at all 11 DONT Times. SHEET NO. DIG • Standard Drum 3rd AVENUE J V) BLIND Direction of Traffic N 27 00 1-800-382-5544 Construction Sign with Flasher N CALL TOLL FREE 0 a U C> �a ,r ZZ/ Ln T j D4/ Oi W a: END 50' ' I XG20-2 Ti'P. 60" x 24" -- --- -- TYP. + 00 Uj 4) QO a t - - 10+00 _ f } -- - --- - -- _-3 -AVENUE_ _ _ _ ---- , - __- w - - - Zw o . _J U Q 00 rn 400' C 00 0 .— — Z Ln Ln (54� r N II Q Q Q W W ROAD a: a0WdY CONSTRUCTION a a C0 a 0 v AHEAD XW20-1 48" x 48" 12' WORK AREA 12' _ I > TRAVEL TRAVEL ' LANE LANE LANE o ° LCD 0 CIO .- — o f > ^W Tl �O O E 4 Vnn (7) L^ �I l V -- Q I O Q d7 W I o Co 0 r0 54 (54) Z � 0 OWN w ROAD 0 7) � - Q SECTION A--A v i CONSTRUCTION N-) LL_ AHEAD PHASE 3 v 1 . Median islands to be constructed 50' 1 I O A _ I 25' 48W x0 48" TYP 2. Traffic to be maintained on proposed north TYP. and southbound outside lanes. O _ _ — + _ . ='00� 00 � QO f- m 3rd AVEU , V) - -- LL UJI co Z w u. PHASE 4 w � � � � QZ i o e laced one lane at a time U A - - Z 1 . Surface course t b p �— W 2. Traffic to be maintained with flogger operations. Q 54 Q �. CONSTR END W Z > XG20-2 O u 60" x 24" J W CL Q o I W L o: Z ►� Q U LLJ W Z LEGEND I I ' LL 51 Temporary Pavement Marking, I, White, 4" co II co Z III C52� Temporary Pavement Marking, I, Yellow, 4" W c53 Temporary Pavement Marking, II, White, 4" (� OD N ; r4 Terr,parary Paverent Marking, !!, Yellow, 4" r" 0 Uj 'HOMEY AO1E'" Construction Area PHASE I DONT sN��T N0. " Standard Drum Note: Contractor Shall Maintain Access to 3rd AVENUE DIG - All Residences and Dusiness at all J Z N � Times.BLIND Dirn��i�n of Trnffi� 28 m 1-800-382-5544 Construction Sign with Flasher N CALL TOLL FREE a J i I I 1 a1 41 1 .b� � } I dA•Ve ,r WORK AREA 11 .5' - - ---- , VEL ROAD f I OI - E LANE LANE .,, CONSTRUCTION / PHASE 1 A I NORTH �� � AHEAD - - Z - - -- East and Westbound traffic shall be maintained XW20- 1 ZI on existing 126th Street.. I 48" x 48" Q; o 0 0 2. Proposed Westbound lams o be constructed through binder course. 1 �ECTION A—A 1 I ; Z O co A I I oc CITY CENTER DRIVE _- -- _---- 50 T - 126th STREE-_ / w a END - A o 1 _ XG20-2 6 0" x 2 4" Z I � _ _---R 1 1 - > - -� o j Z ao p Ln N 'n �— Q O ADAMS STREET �- — - _ - - - - - CITY w w W �. i CEN TER pR j a v w ce Y ROAD CONSTRUCTION 250 ' AHEAD XW20 1 ROAD 1 . Carmel Drive Approach to 48" x 48" CONSTRUCTION / � % o Be Constructed Part Width AHEAD 2. Adams Street May Be Closed I for a Maximum of 15 Days > ' XW20 1 C o ROAD QI 48" x 48" AD - 00 D E TAIL CONSTRUCTION ° o `n _ - - j I ! AHEAD __j � V� 0) Ln w Q I 6) XW20- 1 � 00 48" x 48" o � � � r_ x I I i j —C: c� I I � 1 , I ; 1 200 I i i A CITY CENTER DRIVE 50 UO - - - (n LL ir I 6hS I I END - A CONSTRUM oW I" I XG20-2 Z �- Q V- I ! 1, 1 60" x 24" LEGEND i � I � _ If Jac 51 Temporary Pavement Marking, I, White, 4" 1 __ ' W a 0 � W 52 Temporary Pavement Marking, I, Yellow, 4" I I I I (D3 Temporary Pavement Marking, II, White, 4" I 11 ' 11 ' WORK AREA vW Z 54 W Temporary Pavement Marking, ll, Yellow, 4" �► I TRAVEL TRAVEL LL a: I LANE LANE Q I (- Construction Area 0 co I PHASE 1B W • Standard Drum _ �_ 1 1 . East and Westbound traffic shall be maintained -� Direction of Traffic on proposed Westbound 126th Street. CM 4J 2. Proposed Eastbound lanes to be constructed to O O ° o 4 Construction Sign with Flasher binder course. Q 3 'WILer per , DONT SECTION A—A DIG PHASE I SHEET 70. z Note- Contractor Shall Maintain Access to BLIND All Residences and Business at all Times. CITY CENTER DRIVE N U 1-800-382-5544 CALL TOLL FREE 29 0 0 a i T e i ROAD CONSTRUCTION NORTH AHEAD XW20 1 i i 48" x 48" � � I ' O C0 w 200 a: I A CITY CENTER DRIVE - 126th STREET 1 �, - 5 0 00 45+00 ` I- - -- LU o END - -- -► W Z A — — WORK AREA _ _ 12' 12' XG20-2 W 55 — � � - — � c� 1 1 TRAVEL TRAVEL 60" x 24" co z a 1 LANE LANE O CO 0 Z �n N 'n Q 1�-- ` II W ( I I � Q (6) W d Y PHAS_E2 A a o (j) o 0 0 V 0 0 � o 1 . East and Westbound traffic shall be maintained 1 1 on proposed eastbound lanes. � 2. Concrete for northeast quadrant of intersection of SECTION A-A Rangeline and 126th Street to be placed. a� 'o 00 ROAD N aD J L N CONSTRUCTION o d r ----- - --- AHEAD ``' 0 0 o C � CJ O X - 0 Q0 XW20- 1 r-) LL_ - _ 1 48" x 48" � I 201) I �I 54, U 55 A CITY CENTER DRIVE LL 1 LL 26th STREET 50 00�, -- Q i , _ Q � - W 0 END Z CONSTRUM _ � - - - O LL i z A A XG20—2 60— � — - - - „ O 1 1 I r 1 x 2 4 LU a. J � � LU 11 ' 11 ' WORK AREA _ V W f Z 1 TRAVEL TRAVEL W L LANE LANE a Q 1 I F` F. Z 1 PHASE 3 n O O 0 0 1 . Surface course to be placed one lane at a time Note: Contractor Sha!! Maintain ,Access to LEGEND SECTION A-A All Residences and Business at all Times. ? vMOLEr 51 Temporary Pavement Marking, I, White, 4" PHASE 2B � Construction Area N II III SHEET N0. DONT 52 Temporary Pavement Marking, I, Yellow, 4" 1 East and Westbound traffic shall be maintained PHASE • Standard Drum on proposed westbound lanes. DICE' S3 Temporary Pavement Marking, I, White, 4" 2. Proposed eastbound lanes to be constructed to C ENTER DRIVE O CITY Z BLIND binder course. 30 N 54 Temporary Pavement Marking, II, Yellow, 4" "� Direction of Traffic 3. Median Island to be constructed 1-800-382-6544 N CALL TOLL FREE 55 Temporary Stop Line, 24" Construction Sign with Flasher 0 a u �w ,F ' O , . W V END CONSTRUCI_nj j XG20-2 I. --- - -- - - - -- - o 55+ - - -- - - - - - -- 60+00 - - --- - '�" m - - -- z w 0 / — --- - -- = co N Ln H F Q 54 Q W W -� W 2001 200 _ 160' _ — a o 0, W 0 U ROAD CONSTRUCTION AHEAD XW4-2(L) XW20- 1 48" x 4�" C - 48" x 48" o � � o O 00 Q- 0 C - O __j _ cv O o� LIJ Cl- () C O CO N OO -t N X n ROAD � � < CONSTRUCTION AHEAD H XW4-2(R) Z 48" x 48' XW20- 1 M � 48" x 48" 5201 200' 200' pC - — .- -•t — °O m V + - 200' Q ` 51 TYP :— LL `CL� Z V) Q _ -- -- - Z W - w w -- - z w - -r F - -- W AN IN ROAD L E 0 D - O u. --, -S a: 0 (53) W 0- 54) 52 cc _ W END Q 0 XG,o 2 U W Z WORK AREA X10' MIN._ 10' MIN. W TRAVEL TRAVEL U O a: < LEGEND LANE LANE �. Z CO W 51 ) Temporary Pavement Marking, I, White, 4" Construction Area �+ (� Temporary Pavement Markin I, fellow, 4" 0 0 0 0 p y g• Standard Drum N Z Note: Contractor Shall Maintain Access to r All Residences and Business at all (53) Temporary Pavement Marking, II, White, 4" -� Direction of Traffic Times. "Homer MOLEY' � 541 Temporary Pavement Marking, II, Yellow, 4" Construction Sign with Flasher SECTION A-A DONT PHASE 1 PHASE I SHEET N0. DIG Flashing Arrow Board I . North and Southbound traffic shall be maintained BLIND on existing Northbound Rangeline Road. � --J RANGE LINE ROAD N _ Type III Barricade 2. Proposed southbound lanes to be constructed to 00 binder course. 1-800-382-6544 31 ry CALL TOLL FREE 3. Install Signal Equipment on West side of Rangeline Road 0 r _ A END CONS Z � f = --I � - ---- - ---- - _. - -- - -- -- - -- - - - - - - - - - - - -- - --r _ - - - - -5fl+00 -- _- - LO - --- -- 55 I i Q I � o W Z M O , w W CO z w ---- 200' 2 00' to W I a i ROAD j CONSTRUCTION AHEAD -- \ XW4-- ')( P, ) Uj 48" x 4�?' a XW20 --1 48" x 48" -- t-- Z j p I I 0 C o Z Ln Un vl r 11 < Q Q I I U N � :�i 1i W W W J a O p p U —7\ - - - - _ _--__._- _ - _ _ L — _ _ - - - - _ _ _ J O O -- + -- ---- - - -- — — — 6 0+00 6 5+00 n t- O --- ---- -- cn W (n m ------ - - - - - - -- -*— ----------- - - - -- ---- - ------ - - - - - - -- -- ---- -- m a� Q w W > C. Ln Z_ W o O 5 4, / — — J 00 Z (tj 2 00' � � ( � � . 0 F" .• — 5 ,0 -' N O a? Q _ Ln w O N � X Q FjH � i I U C-) ROAD LL z CONSTRUCTION Q F- LL AH EAD W Z Z Q • �- o Q � W 0 l XW4-2(L) XW20- 1 + m 48" x 48" 48' x 48" Q W - 350' 100.5' 200' Z m J'cc 0 RANGELINE ROAD -. + - - W i 80+00 - - - - - W W - - ZW - LIJ 3) W Z A LL a 10 MIN. 10 MIN. -0 WORK AREA 0 Z _ TRAVEL TRAVEL LANE LANE W - LEGEND - Note: Contractor Shall Maintain Access to PHASE 11 & III & IV co 51 Temporary Pavement Marking, I, White, 4" Construction Area All Residences and Business at all N Times. RANGELINE ROAD 52 Temporary Pavement Marking, i, Yellow, 4" Standard Drum o PHEq 0 0 0 Q *HOLEY per• N 53 Li Temporary Pavement Marking, II, White, 4" DON'T -� Direction of Traffic PHASE 2 PHASE 3 SHEET N0. DIG 54 Temporary Pavement Marking, II, Yellow, 4" Construction Sign with Flasher 54 �) 1 . North and Southbound traffic to be maintained I . Center Median shall be constructed. N BLIND on proposed southbound lanes 2. Traffic to be maintained on outer lanes in work areas N Flashing Arrow Board SECTION A- A 2. Northbound lanes and median islands to be constructed PHASE 4 1-800,382-6644 up through binder course 32 N CALL TOLL SEE 1 . Surface course to be laced one lane at a time g — Type III Barricade 3. Install Signal Equipment an East side of Rangeline Road � P Under Traffic Condition i LANE ENDS ;:NORTH 1 W4-2(R) 36" x 36" 19+96 36" x 36" Line K' 0 14+96 + CITY CENTER DRIVE It +96 — — Z Q O � m C0 1 — --- — Z w +56 i = U Q +22 0 +76 SPEED / +56 LIMIT 30 � / 790 R R2-1(30) j 24" x 30" +56 Z / 14+25 00 rn � "' � BEGIN PROJECT STA. 12+11.49 Z MATCH EXISTING PAVEMENT M N II ~ 2 Q MARKINGS N � :F W LLJ O F- G W 1 > o 0 00 c 0-) LC) N i ( - I rn LJ � rn n J o � cv — Q n LL- Z o +80 c a SPEED +37 R4-7(R) V 24" x 30" 0 LIMIT Q +64 I 35+95 + Z Z Z 3 Q w _ W �C R2-1(30)" +56 +40 O 0 W 24 x 30 > a: 26+80 +515+00 to Z 1 F- 1 +74 +20 W 00 O ��n e Z W O _ — _ � jx cc 10— -4- T - -N _ - _ -- - -- - - 30+00 _- Q � � � � W 25+60 � •� O Q ------ — CITY CENTER DRIVE +oa Q I'm W Ww _ _ _ - - - - - - - - vuj a W LL W n V' O o +86 U 1 Q 1 +32 Z +50 I �LLJ Q +61 z SPEED ,� •� +56 +46 _ LIMIT R4-7(R) a F�2 o x Z 30 36+75 r +64 N +38 Z (4C0 Line, Thermoplastic, Broken, Yellow, 4" R2-1(30) 24D " x 30" 4 Line, Thermoplastic, Broken, White, 4" 1 31+2o co CD (4:) Line, Thermoplastic, Solid, White, 4" IEY MOLE SHEET NO. 'FW Y Line, Thermoplastic, Solid, Yellow, 4" DON 1 _ 4C4) Transverse Markings, Thermoplastic, Stop Line, 24" CD DIG Transverse Markings, Thermoplastic, Crosswalk Line, 4" 33 BLIND _ © Transverse Marking, Thermoplastic, Crosshatch, Yellow, 24" Pavement Message Markings, Thermoplastic, Word (ONLY) 1-800-382-5544 N CALL rorL FREE 1� Pavement Message Markings, Thermoplastic, Lane Indication a f . F r ifrN ORTH I � I i Z � O C0 W cc 1 i i I I W Q I � D Z° I j I I . o � a - 0) C Oo o I Z Ln N Ln Q LLI Z W N W J W J SPEED �, � � c, w & Y LIMIT - zQ I 0- o o o U 130 R2-1(30) 24" x 30" +58 38+00 I R4-7(R) R4-7(R) 1 24" x 30" 24" x 30" +00 +70 1 +40 40+14 41+48 +60 1> 1 ° in CD o O o LQ _}.. � E – o ___j/ -0 .- d) N to 45+00 50 0 f 6 1- r Line "K„ w a I rn < Z -- - — _ — — — a- DO -- --- w o CIA (n F- T O � Q W W , _ rq LL.Z T - --- 126th STREET = w CITY CENTER DRIVE -- _ – - --- - — -- — — QV) +78 +24 +21.5 33.4' R 1 1 W +60 +30 +87 +00 a +06 I LANE RIGHT LANE 0 ENDS �! a MUST At STOP W1 -4(L) END PROJECT STA. 50+15.53 ., Q C3 —RN RIG I I SPEED 36" x 36 MATCH EXISTING PAVEMENT MARKINGS I Z Z z 48+60 W R3-7(R) LIMIT 30" x 30" W9-13(R) R1-1-A 36" x 36" 36" x 36" 37+27 30 44+00 46+37 W Q cc I Z •� R2-1(30) _ > W4-2(R) 24" x 30" O W 3 42+00 " 43+20 rx W WCL im Z M � W a: c') VW > LEGEND W N �a.. O �a: o © Line, Thermoplastic, Broken, Yellow, 4" 'L �1 Line, Thermoplastic, Broken, White, 4" Q Line, Thermoplastic, Solid, White, 4" � =�r Line, Thermoplastic, Solid, Yellow, 4" Z 44 Transverse Markings, Thermoplastic, Stop Line, 24" r Z a � Transverse Markings, Thermoplastic, Crosswalk Line, 4" rMO�er 46 Transverse Marking, Thermoplastic, Crosshatch, Yellow, 24" co Pavement Message Markings, Thermoplastic, Word (ONLY) SHEET N0. DONT n h Pavement Message Markings, Thermoplastic, Lane Indication DIG BLIND Single Post Sign zi N Double Post Sign 34 OD 1-800-382-5544 CALL TOLL FREE n a F4'Py ti Z j 2 V) i I i Z OI co W o� } Fw— � I O Z I Co LANE SPEED WATCH ENDS LIMIT c,4 Q 0 GO rn Z Ln o li FOR � 3011 I � ! � � � W � � MERGENCY w J QQwc� Y VEHICLES , a 0 � 0 0 W4-2(R) R2-1(30) U W9-13(R) 36" x 36" 24" x 30" STOP 36" x 36" 18+00 19+00 1 Existing Sign 14+00 To Be Relocated 12+45 +51 R1-1—A +75 1 1 +59 I 3 2 6" 3+21 +47 +67 +73 +00 +60 +00 +20 Ln C) 0 -u 00 0- 0 C LC) J N 0 15+00 Line "S- 1 -K"--, — 20+00 - �_ h- - - N 26+55.34 0 -- -- -- -- I ---- - -- — — — — — — — — — — — — — — — 3rd AVENUE 0 o X o Q r L +70 1 02 I SPEED I LIMIT +60 +48 I Z O +65 � I 0 J . +82 +28 0 +54 R2-1(30) 1 0 24" x 30" END PROJECT 26+25 +58 +46 +20 MATCH EXISTING PAVEMENT MARKINGS Z 25+20 BEGIN PROJECT STA. 11+40 I MATCH EXISTING PAVEMENT MARKINGS +71 I 1 I I CO a. +78 III ZZ W _Z mse III 0 W [C W4-2(R)" II Z Q 36 x 36 I I CID 22+00 0 I i ,a: W 1-- 11 1 UJ 0. Z III Z W II I a: - ui 2 QI- > W , , I Q LU > III U. 0. - 0 OC F- co o N 1 Z IFS N N - Line, Thermoplastic, Broken, Yellow, 4 (q 3 a " T p Z a �r per 47 Line, Thermoplastic, Broken, White, 4" M DON'T Line, Thermoplastic, Solid, White, 4" N Line, Thermoplastic, Solid, Yellow, 4" co DIG J Transverse Markings, Thermoplastic, Stop Line, 24" SHEET NO. BLIND �5 O Transverse Markings, Thermoplastic, Crosswalk Line, 4" N n 1-800-382-6644 © Transverse Marking, Thermoplastic, Crosshatch, Yellow, 24" �� ` CALL TOLL FREE 0 Pavement Message Markings, Thermoplastic, Word (ONLY) U A #1 Pavement Message Markings, Thermoplastic, Lane Indication .e,o", W ♦ / n (j 4r` yi Z p i ✓� 2 O +91 0 LEGEND _ — — — I-- _! ® Line, Thermoplastic, Broken, Yellow, 4" 40+00-_— — — __ Line "S-2-K" W Z -- ---- -- --------- ------ RANGELINE ROAD — _ m Line, Thermoplastic, Broken, White, 4" Q_ ® — W W CIO - - — — Line, Thermoplastic, Solid, White, 4" - -- Z (n ul --- ___- Line, Thermoplastic, Solid, Yellow, � ----------- ----- U 4 Transverse Markings, Thermoplastic, Stop Line, 24" +40 +88 D < Transverse Markings, Thermoplastic, Crosswalk Line, 4" W © Transverse Marking, Thermoplastic, Crosshatch, Yellow, 24" END PROJECT STA. 40+25 Z JU MATCH EXISTING PAVEMENT MARKINGS Pavement Message Markings, Thermoplastic, Word (ONLY) 2 in� h Pavement Message Markings, Thermoplastic, Lane Indication W H D d Z 00 rn Z CO 0 N Ln F— F Q W J q: acca�� wadY CL ov� ooU W > EXISTING SIGNS TO REMAIN - ; +46 O O TO THE SOUTr OF END OF WIDENING �� _ O O 1 + + N > C In , Q +00 () O Q C� -- - - - ------- L -- --------------- �o W � � O cj (All 0 M �0+00 — — — — — — — — 55 — — — -- vi °' � N Q — — — — — — — Line S-2—K Z LLJ UJ ° 0 ' rn W W -- — — — — w Z W --- — _ _ —! -- -- —- RANGELINE ROAD — _ , c°'v -- ---- - - - — --- ------- ------- - - - - U �� Q < Q y r +06 +18 Z :5 law � I QZ � ZW Z SPEED I I OMIT Z Q Q 30 30 I I - 00 C C IL R2-1(30) 4 +05 .3 1= I R2-1(30) p 24" x 30" 24" x 30" o+ W 69+00 I 2 2 Z LU � 63+28 +25 +25 xt N +71 c J CD +50 �, , W +97 V) °m — — — — — — — — — — - — — — �o+oo — --75+00 — — - LLB Z a. Q — 65+00 W W i e —2—K" 1 Z - - -- 0 o LLJ _ — — — — — — — — — — — — — — — — RANGELINE ROAD c Q U cc Q 1 � U ui N tV Z + I r +30 Z +55 N END PROJECT STA. 76+05 'r+o�rr I I SPEED D MATCH EXISTING PAVEMENT MARKINGS lu STOP DONT +12 51.8' Rt 30 SHEET N0. DI R1-1–A R2-1(30) z BLIND 36 x 36" i ( 24" x 30" �� LO 65+32 _ 73+50 1-800-382-5544 tv CALL TOLL FREE 0 0 a G LEGEND El STORM WATER INLET �6� STORM STRUCTURE NUMBER L_ _l ® STORM MANHOLE 1 1 SANITARY SEWER STRUCTURE NUMBER ® SANITARY MANHOLE ® GAS METER I p CLEAN OUT 7fNORTH GAS MARKER STORM SEWER — — — ® ELECTRIC PEDISTAL — — — — — — SANITARY SEWER 0 TELEPHONE PEDISTAL W WATER LINE T r TELEPHONE MARKER O FIRE HYDRANT ® _ UTILITY HAND HOLE ® WATER VALVE ❑ WOOD FENCE LLI WV ® WATER METER x WIRE FENCE POWER & CABLE POLE —o CHAIN LINK FENCE 010 POWER POLE 2" GALVANIZED STEEL CONDUIT 6{ TELEPHONE POLE _ 6ii 8 PHASE FULLY ACTUATED MENU DRIVEN CONTROLLER ' ' + I � o AND CABINET ON TYPE "P-1" FOUNDATION I ,8 LIGHT POLE m m MAST ARM AND POLE ' ,i n -- ---- E ------ UNDERGROUND ELECTRIC LINE a- I ' F � HANDHOLE - , � + 4-3c/14 2-5c/14 � ------ TV -- -- UNDERGROUND TV CABLE low VIDEO DETECTION CAMERA ` ' I + 1 M T T - UNDERGROUND TELEPHONE 3-SECTION(12" R,12" A,12" G) i { 2-Co-Ax Z 10. SIGNAL INDICATION + 3 ,'I NE SERVICE ------OHE --- OVERHEAD ELECTRIC LINE Y 1I 40' MAST ARM AND POLE WITH INTERNATIONAL PEDESTRIAN tt 11 5-SECTION(12" R,12" A,12" G,12" A Arrow,l2" G Arrow) I I uj ( INDICATIONS, PUSHBUTTONS AND R10-4B SIGNS — —OHT --- OVERHEAD TELEPHONE SIGNAL INDICATION I : VIDE-0 DETECTION CAMERA MOUNTED ON 25' MAST ARM 40' MAST ARM AND POLE WITH INTERNATIONAL [EDESTRI cn Z f I 40' MOUNTING HEIGHT AND R10 4B SIGNS I Z N ~ Q OVERHEAD TELEPHONE & ELECTRIC PEDESTRIAN SIGNAL HEAD INDICATIONS, PUSHBUTTONS _ I I -- OHE/T----- VIDEO DETECTION CAMERA MOUNTED ON 25' MA T ARM J Q { o Sta 29+50, 50 S Lt2c/8 W N W 40' MOUNTING HEIGHT { 2-F cd ---G----- GAS LINE Co-Ax Co-AXIAL CABLE FOR VIDEO DETECTOR I 'O W J -- Sta. 28+47, 48.6' Lt �I o M� { 5c/14 � 8-3c/14 � D � O D U F FIBER OPTIC INTERCONNECT CABLE I 7c/14 14-5c/14 a -} N { I Co-A I 4-7c/14 � N + I 4-Co-Ax 0 2-3c/14 { T T 5c/14 7c/14 I F COX { ; � I NEW 8 PHASE, FULLY ACTUATED, MENU DRIVEN -0-11 2-3c/14 { CONTROLLER AND CABINET ON NEW P-1 FOUNDATION 5c/14 F 7c/14 { — — — -- -- — -- -- — Ln Co-Ax { — — ,— I - 0 00 o Ln CL p C –�_-- --;— -J N 0 Cn Q) (n 07 i _ Ln CJ 6 0 Ilk -__j O _ o 60 x II 29 00 tie • 27+00 z Line "K I n i b � + i { �I W ii CITY CENTER DRIVE (30 MPH) �I D Z I W II 2-3c/14 I { 5c/14 Z { I { 7c/14 Z Q i W Co-Ax � o x 2-3c/14 5c/1 4 L 7c/14 { I Ole Z Co—Ax I O 15 Cc s 35' MAST ARM AND POLE WITH INTERNATIONAL PEDESTRIAN W INDICATIONS, PUSHBUTTONS AND R10-413 SIGNS 0 0. 40' MAST ARM AND POLE WITH INTERNATIONAL DESTRIAN { VIDEO DETECTION CAMERA MOUNTED ON 25' MAST ARM uj INDICATIONS, PUSHBUTTONS AND R10-4B SIGNS m_ � 40' MOUNTING HEIGHT > VIDEO DETECTION CAMERA MOUNTED ON 25' MAST A Sta. 29+56, 43.5' Rt PHASE DIAGRAM '�' Q 40' MOUNTING HEIGHT I ( { 2-3c/14 5c/14 Z Sta. 28+52, 56.5' Rt { { �I 7c/14 PHASE i PHASE 2 PHASE 3 PHASE 4 �„� W 0 Co-Ax >,� U. cl) oc + O W I I I— Z Y � W { m N r { PHASE 5 PHASE 6 PHASE 7 PHASE 8 I — { ° Flash: Yellow-Phases 2 & 6; Red-Ali Others U 14OLEY MOLEr 3 SHEET NO. DON `� NOTE: n STREET NAME SIGNS SHALL BE FURNISHED AND MOUNTED ON ALL MAST ARMS. DIG Ln BLIND FOR TYPE OF SIGNAL POLE AND MAST ARMS REQ'D. SEE SPECIFICATIONS 37 N 14X)0-382-55" N CALL TOLL FREE 0 0 c F LEGEND ❑ STORM WATER INLET 1-6J STORM STRUCTURE NUMBER ® STORM MANHOLE ( 1 SANITARY SEWER STRUCTURE NUMBER SANITARY MANHOLE ® GAS METER �`° ,j. _ j V) p CLEAN OUT 4- GAS MARKER NORTH STORM SEWER ® ELECTRIC PEDISTAL — — — — — — SANITARY SEWER F O 0 TELEPHONE PEDISTAL O - yy WATER LINE 1 TELEPHONE MARKER FIRE HYDRANT -- t UTILITY HAND HOLE _ ; O ® WATER VALVE ❑ WOOD FENCE _ cc wv ® WATER METER > x WIRE FENCE • F W POWER & CABLE POLE O CHAIN LINK FENCE ^ 2c/8 I � a 0o POWER POLE 2-3c/14 � 2" GALVANIZED STEEL CONDUIT 2c/8 2 F 5c/14 M � TELEPHONE POLE 8 PHASE FULLY ACTUATED MENU DRIVEN CONTROLLER 8-3c/14 7c/14 .. w Co-Ax n AND CABINET ON TYPE "P-1" FOUNDATION 4-5c/14 � � 3 LIGHT POLE 5-7c/14 i ( p m MAST ARM AND POLE 2-CO-Ax � ------ - F ----- --- UNDERGROUND ELECTRIC LINE I 2-3c/14 HANDHOLE I W 5c/14 _ _ Z ( W -- ---- TV UNDERGROUND TV CABLE VIDEO DETECTION CAMERA J �, I 7C/14 ~ Co-Ax G NEW 8 PHASE, FULLY ACUTATED, MENU DRIVEN W --------- T UNDERGROUND TELEPHONE � 3-SECTION(12" R,12" A,12" G) CONTROLLER AND CABINET ON NEW P-1 FOUNDATION z 3 SIGNAL INDICATION Q d --------OHE ------ OVERHEAD ELECTRIC LINE Z I � 2-3c/14 5-SECTION(12" R,12" A,12" G,12" A Arrow,12" G Arrow) �� I 5c/14 -OHT - OVERHEAD TELEPHONE SIGNAL INDICATION NEW SERVICE ® i 7c/14 45' MAST ARM AND POLE WITH INTERNATIONAL PEDESTRIAN _� Co-Ax — _ _. 00 OVERHEAD TELEPHONE & ELECTRIC -i PEDESTRIAN SIGNAL HEAD INDICATIONS, PUSHBUTTONS, AND R10-4B SIGNS Z C O VIDEO DETECTION CAMERA MOUNTED ON 25' MAST ARM 40' MOUNTING HEIGHT ~ N 'N ----G ---- GAS LINE Co-Ax CO-AXIAL CABLE FOR VIDEO DETECTOR 45' MAST ARM AND POLE WITH INTERNATIONAL PEDESTRIAN U Sta. 40+25, 49.5' Lt — _ W W INDICATIONS, PUSHBUTTONS, AND R10---4B SIGNS W J F FIBER OPTIC INTERCONNECT CABLE ___ w VIDEO DETECTION CAMERA MOUNTED ON 25' MAST ARM Q (<� W a' Y 40' MOUNTING HEIGHT 0. O Uj D D U F II 3 Sta. 41+34 53.9' Lt II ili ---- T-- ------------T ---- - -— I - ----------- FL -- -- -- E--- -- - --E_ --- - --E---- - - 4-3c/14 CITY CENTER DRIVE (30 MPH) W 2-5c/14 :Avv ° 3-7c/14 0 p 39+0 40+00 ( 2-Co-AA 41+00 w-- - w- --- --; -------- 00 - �— WV J E N 0O J � u) In (� II � F � a � r 4-3c/14 { o 00 0-) r�0 Q0 II ( 2-5c/1 3-7c/14 ( 2-3c/14(D J 1 2-Co-AA 5c/14 c; O X P WITH INTERNATIONAL PEDESTRIAN II I 2-7c/14 ! 40' MAST ARM AND POLE � fN-D+CATIONS, PUSHBUTTG9 AND R10-413 SIGNS II o o-Ax 3 VIDEO DETECTION CAMERA MOUNTED ON 25' MAST ARM �' 40' MOUNTING HEIGHT -3c/ 4 t- -- / ) E Sta. 40+33 84.9' Rt c/14 E _ 126th ST. 30 MPH II c/14 o-Ax_{ LA 40' MAST ARM AND POLE WITH INTERNATIONAL PEDESTRIAN I " INDICATIONS, PUSHBUTTONS, AND R10-413 SIGNS 0 VIDEO DETECTION CAMERA MOUNTED ON 25' MAST ARM II 40' MOUNTING HEIGHT Q Sta. 41+41, 61.5' Rt -_- E wv I M Zz W W F Q � Z �J oW mi 1 I Z � W �- I Z I �I i - O c!) >I Z 11 l I w 00 W o. Q o. i PHASE DIAGRAM a: � Q Z I PHASE 1 PHASE 2 PHASE 3 PHASE 4 U W CD w LL � CA ll i y O W�- W co I I � � r w c T 4*0 C� co to rn s v r I 4 W 2"III 2" RCP PHASE 5 PHASE 6 PHASE 7 PHASE 8 co W ( Flash: Yellow-Phases 4 & 8; Red-Ali Others r 3 'HOLEY MOLEY I I DONT I I w SHEET NO. DIG � I � NOTE: J I BLIND m I STREET NAME SIGNS SHALL BE FURNISHED ARE MOUNTED ON ALL MAST ARMS. - FOR TYPE OF SIGNAL POLE AND MAST ARM REQ'D. SEE SPECIFICATIONS. 38 1-800-382-6544 CALL TOLL FREE 0 a J PROJI,;C l No Sill-TA NO 97-1OA �9 SUMMARY OF QUANTITIES AND APPROACH TABLE SURFACE BITUMINOUS UNIT BEYOND R/W LINE GRADE BITUMINOUS MATERIAL MIXTURE MATERIAL, "TYPE', "0" PAVERS LOCATION DISTANCE (LESS THAN MIXTURE FOR ROADS FOR FOR CEMEN'L CEMENT COMPAC'T'ED ON TYPE "0" BITUM (STATION) DESCRIPTION WIDTH LENGTH BEYOND RADII 10% NOT FOR MV WIDENING BIKI�:PATH CONC RE"IT' CONCRETE: AGGRE'GA'TE BITUMINOUS COMPACTED MIXTURE': ('[,'MEN']' (APPROACH R/W LINE SHOWN) EXCAVATION APPROACHES MV PVM'T FOR FOR 13ASF BASF AGGREGATE FOR CONCRF.TF. TYPE OR " R " MV FOR SIDEWALK NO 53 ON SURFACE APPROACHES PVM"I CLASS) (included in CEMENT CONCRETE PVMT ASPHALT CONCRETE PAVEMENT DRIVES COMPACTED No 73 MV FOR earthwork PATTERNED BASE SURFACE BINDER BASE BASE BASE SURFACE BINDER AGGREGATE DRIVES calculations) CONCRETE 11 8 5 5C 5D 11 8 LT. RT. 1 2 yd 1330 #/SYD TO" 7" 1 104/SYD 2209/SYD 3304/SYD 1404/SYD 3304/SYD 1220 #/ s_vd 1 10#/SYD 2204/SYD 6" 4" 6" 14" 1 6" z ft ft ft ft ft % % CUT FILL yd 2 yd yd z yd z yd 2 vd z yd z y z z z d yd yd yd 2 yd vd' vd� vd2 yd2 yd yd REMARKS Line "K" 36+50.3 Commercial Drive 24.0 30.0 20.0 20.0 123 123 36-+56.8 Public Road 36.0 36.0 30.0 30.0 188 42+68.7 Commercial Drive 30,0 50.0 190 20.0 2(1_(1 130 13O 81 43+54.6 Commercial Drive 40.0 38.0 20.0 200 199 19y 44+86.0 Private Drive 12.0 21.7 15.O 15.0 46 46+21.0 Public Road (Pawnee Drive) 22.7 29.4 30.0 30.0 117 46+804 Private Drivc 12.0 23 2 15 0 15 0 46 47+34.5 Private Drive 18.7 33.4 20.0 20.0 47+53.8 Private Drivc 15,5 354 15.0 15 0 91 48468.1 Private Drive 16.0 38.7 15.0 90 80 49+05.4 Private Drive 20.0 33.8 9.0 15.0 86 50+05.4 Private Drive 10.2 28.2 15.0 15.0 54 50+32.8 Private Drive 14.8 13.4 15 0 5 0 35 Line "S-1-K" 22+92.9 Commercial Drive 25.0 33.7 16 3 20.0 20.0 96 96 47 23+41.7 Public Road (126th Street) 36.0 26.9 20.0 200 83 17 Line "S-2-K" 61+56.28 Commercial Drivc 35.0 67.4 25 0 25 (I 1 U6 1(16 187 61+69.91 Commercial Drivc 28.0 26.7 2 9 200 10.0 16 16 31 63+01 Commercial Drivc 12.0 21 5 1 5 1(1.0 10.0 40 40 12 63+32 Commercial Drive 12.0 25.5 5 5 10.0 10.0 25 25 17 65+12 Public Road (Winona Drive) 58.0 45.0 10.3 30.0 30.0 333 148 148 65+12 Public Road (Winona Drive) 24.0 50.0 30.0 30.0 123 52 66+75 Commercial Drivc 30.0 29.4 16.4 20.0 20.0 59 70 59 69+13 Commercial Drive 27.4 34.8 15.5 20.0 20.0 64 64 67 City Ccntcr Drive -- - 6063 61856 1074 1074 16957 16957 16957 18263 18263 1903 1903 2511 537 126th Street 2918 1 106 4385 4385 4385 4711 4385 744 3rd Avenue S.W. 2784 1493 7350 7350 7350 7909 7350 1284 1284 824 Rangeline Road _ 1413 2537 17507 2056 1303 166 TOTAL 13178 66992 844 1034 1034 46268 28693 28693 30884 29999 2056 3187 3187 1541 5383 1544 166 5ll TOTAL (TONS) 561 402 2545 3156 4734 2162 4950 1254 175 351 343 +5% FOR AGGREGATE, +20% FOR FILL 13398 20 17 GRAND TOTAL 13178 80390 561 1034 422 3799 3156 4734 2337 5300 1254 175 351 1541 5383 360 166 S11 PROJI-V I No SIIFT-A NO. 97-1 OA `� PROJECT NO. SHEET NO. 97-I0A 40 UNDERDRAIN TABLE Along outside (;urb LEFT Along Median RIGHT LEFT RIGHT OUTLET OUTLET OUTLET OUTLET TEES TEES TEES TEES EACH EACH EACH EACH J REMARKS 6 REMARKS REMARKS o REMARKS 0 2 C X w a w E✓ W w E-- �-L+ W 6 a STATION STATION �-' a. OUTLET 6 G'-� O t— w 6 0. STATION STATION Cl. OUTLET 6 „ �,, O [-- �'= F' W C 6" 6" w OUTLET AT C a Q- AT BENDS ?' to 611 611 W Z w W W W a- 6 6 to OUTLET AT 0. W U 0. w to �' BENDS TO TO to to �- BENDS a' 3 to to w w W w •� U U U W u: U W C7 to to 3 STATION U O - 3 11 STATION _ TO TO AT BENDS to 6 6 0. F- v E-- Q w a Q W 0. „6„ = x STATION STATION = STATION "6" iL U w w w �„ Q to to „6„ STATION STATION ATION _ STATION 6 D .-a [-- w W F' Q U C� o - ,� - - � = zvO p E— O hC . AG F- O F- O C� ZU E— p `Z, UC a Omo'c � � x OE- CE— � � J0.' O Om °_° O C zrs. `. v� Oa Ova Uv� 2 00 ' EACH EACH EACH EACH EA. SYD. LFT. EA. 90 45° FT. LFT. 45° 90° EA LFT SYD. EA. EA. SYD. LFT. EA. 90 4.5" � � LFT LFT 45° 90` LFT. SYD. EA. EA. " LFT. LINE "K" LINE "K" LINE "K" LINE "K" 13+52 � 12+60 12+60 11 14150 199 14+50 14+50 181 14+50 12 Il 14+50 120 14+50 2 14+50 14+50 14+ 50 14+50 14 15+75 131 15+75 15+75 119 15+75 15 14 1 1 15+75 151 15+75 15+75 149 15+75 1 1 15 15+75 15+75 15 +7S 15+75 15 14 1 15+75 172 17+20 17+20 168 1.5+75 1 15 14 1575 151 17+20 17+20 138 15+75 17+20 17+20 17-+20 17+20 '— 19+00 181 19+00 19+00 179 19+00 l8 17 2 19+00 226 19+00 19+00 225 19+00 2 17 19+00 19+00 �)100 19+00 20 20+00 105 20+00 20+00 95 20+00 21 20 1 1 20+00 127 20+00 20+-00 125 20+00 1 1 20+00 20+00 20+00 20+00 20 20+O0 216 22+15 22+ 15 212 20+00 21 20 1 20+00 240 22+ 15 22+15 239 20+00 1 21 22+15 22+15 22+ 15 22+15 23 24+00 179 24+00 24+00 191 24+00 24 23 2 24+00 208 24+00 24+00 212 24+00 2 24+00 24+00 24+00 24+00 26 25+84 184 25184 25+84 184 25+84 27 26 1 1 25+84 210 25+84 25+84 210 25+84 1 1 27 25+84 25+84 25+84 25-+84 2b 25+84 lib 27+00 27+00 ll6 25+84 27 26 1 25+84 141 27+00 27+00 141 25+84 1 2 27+00 27+00 27+00 27+00 29 27100 130 28 +30 28+30 130 27+00 30 29 2 27 00 I55 28 +30 27+27 52 27+00 2 28+30 28+30 28+30 82 28+67.6 63 28+67 6 28+69.0 63 28+69.0 79 32 2 28+67.6 62 28+67.6 29133.0 29+31.6 29+33.0 83 29+31.6 152 30+50 30+50 152 29+33.0 80 30+50 193 29+33.0 2 30+50 30+50 30+50 30+50 39 32+50 200 32+50 32+50 200 30+50 37 - 39 30+50 226 32+50 32+50 226 30+50 2 32 +50 32450 32+50 32+ 50 41 32+50 227 34+21 34+21 249 32+50 40 3g 2 32+50 260 34+21 34+21 266 32+50 2 4 34+21 34+21 34+21 34421 47 35+50 132 35+50 36+05 177 36+05 48 41 2 35+50 155 35+50 36+05 207 36A 48 35+50 36+OS 35+50 36+OS 50 37+05 244 37+05 37+05 100 37+05 51 50 l I 37+05 182 37+05 37+05 126 37+05 1 1 51 37+05 37+05 37+05 37+05 50 37+05 165 38+70 38+70 165 37+05 51 50 1 37+05 190 38+70 38+70 190 37+05 1 51 38-+-70 38+70 38+70 38+70 53 38+70 320 69+49 "RL" 72+20"RL" 239 38+70 54 53 2 38+70 204 40+25 40+25 204 38+70 2 41+35 41+35 69+49"RL" 72+20"RL" 56 42+20 250 42+20 42+20 169 42+20 57 56 2 42+20 122 42+20 42+20 110 42+20 2 57 42+20 42+20 42+20 42+20 59 44+00 180 44+00 44+00 180 44+00 60 59 2 44400 205 44+00 44+00 205 44+00 2 44+00 44+00 44+00 44+00 62 45+75 45+75 45+75 45+75 63 62 2 45+75 45+7.5 45+75 45+75 2 6- 45+-75 45+75 62 45+75 205 47+80 47+80 205 45+75 63 0 0 0 0 0 0 0 0 3730 3444 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 28 3236 3368 N 0 4 0 0 0 0 0 Geotextiles for Underdrain (s d) 3229 2981.4 Geotextiles for Underdrain (s d) Geotextiles for Underdrain (s d) 2801 2915.57 Geotextiles for Underdrain (s d) Aggregate for Underdrain (cyd) 449.47 415.00 Aggregate for Underdrain (c d) Aggregate for Underdrain (cyd) 389,94 405.84 Aggregate for Underdrain (cyd) I I T- + 1 T-7 Subtotals 13778 58 0 8 0 0 0 0 0 0 Geotextiles for Underdrain (s d) 9126 Aggregate for Underdrain (cydA 1660.25 PROJECT NO. SKEET NO. 97-I O A 40 )d_126th.xls a PROJECT NO. ISHEFT NO 97-10A 41 UNDERDRAIN TABLE Along outside Uurb Along Median LEFT RIGHT LEFT RIGHT OUTLET OUTLET OUTLET OUTLET TEES TEES TEES TEES FACH EACH EACH EACH REMARKS � � REMARKS REMARKS O T J a � REMARKS O ?� W °' w ,� 0C W w w 6" ~� a STATION a��. OUTLET 6'" w aw O w o a 6 OUTLET AT O ? STATION 57 AT lON n. OUTLET 6 6" 6" ��, w O E-- w U w C7 w 6 6 to > BENDS OUTLU A f TO S I AT ION TO O a AT BENDS to 6v' 611 w ,� W to BENDS TO TO w w to to 3 a, 6 6 a. � �' AT BENDS ,to a P. F- U E-- Q U � E✓ F' � E✓ U w ¢ 6 STATION U � STATION STATION �' x STATION 3 „6„ to to a. �, � � w w w w U W W W a cn Q to to ,.6,. 3 STATION STATION _ STATION 6 U Q p [- 'wa w [�- Q �' �; ;o = `o z U C� p �- C F- C a! STATION C7 C7 - to to w CF- z � � O OW - l ti. `. v Oa Ocn Uv� z U � p [- C E- C AC � ce E- C [- C L� U � C m � C C) U 00 w w EACH °O � � - O Oaf. Uv� Cv� Oa c/� u EACH Ucn OO Oaf.- � EACLI EACH EA. SYD. LFT. F.A. 90" 45" LFT. LFT. 45° 90° EA. LFT. SYD. F.A. EA. SYD. LFT. EA, 90 45" LFT. [.F'T 4.5" 90 EA. LFT, SYD. EA. LINE "K" LINE "K" 47+80 47+80 65 50+00 66 48+46 48+46 66 50+00 66 LINE: LINE LINE LINE "S-1-K" "S-1-K" "S-1-K" 1I +70 11 +70 11+40 11+40 67 12+98 158 12+98 12+98 158 12+98 68 67 1 1 12+98 154 12+-98 12+98 154 12+98 1 1 68 12+98 12+98 12+98 12+98 67 12+98 177 14+75 14+75 177 12+98 68 67 1 12+98 202 14+75 1475 202 12+98 1 68 14A75 14+75 14+75 14+75 70 14+75 177 16+52 16+52 177 14+75 71 70 2 14+75 202 16+52 16+52 202 14+75 2 71 1 16+52 16+52 6+52 16+52 17+50 98 17+50 17+50 98 17+50 74 73 2 17+50 123 17+50 17+50 123 17+50 2 74 73 17+50 17+50 17+50 17+50 76 18+60 110 18+60 18+60 110 18+60 77 76 1 1 18+60 136 18+60 18+60 136 18+60 1 I 77 18+60 18+-60 18+60 18+60 76 18+60 190 20+50 20+50 190 18+60 77 76 1 18+-60 215 20+ 50 20+50 215 18+60 1 77 21+75 21+75 84 22+47 721 22+47 22+47 72 22+47 85 22+47 22+47 -� 84 22+47 161 24+08 1 24+08 161 24+08 85- P LINE "RL" LINE "RL" 61 +10 61 + 10 - 90 63+00 190 63+00 62-+73 163 62+73 88 63+00 62+73 90 63+00 85 63+85 63+83 100 62+73 88 63+85 63+83 92 63+85 167 65+52 66+99 316 63+83 91 65+52 66+99 96 65+52 148 67+00 69+49 250 66+99 1 1 98 67+00 72+20 97 67+00 184 68+84 75+81 361 75+81 104 68+84 100 68+84 65 69+49 72420 103 75+80 360 75+80 0 0 0 01 01 01 01 01 2408 2399 0 ol ol 0 61 ol 0 0 0 0 0 0 0 01 21 1032 1032 8 0 2 0 0 0 0 0 . Geotextiles for Underdrain (s d) 2085 2076.7 Geotextiles for Underdrain (s d) Geotextiles for Underdrain (s d) 893 893.368 Geotextiles for Underdrain (s d) Aggregate for Underdrain (cyd) Aggregate for Underdrain (cyd) 290.16 289.08 Aggregate for Underdrain (c d) 124.36 124.36 Aggregate for Underdrain (cyd) Subtotals 0 0 0 0 0 4 10 16 6871 TOTAL. 20649 174 0 12 0 0 0 0 0 0 Geotextiles for Underdrain (s d) 5948 Geotextiles for Underdrain (syd) 15074 A re ate for Underdrain (c d) 827.96 Aggregate for Underdrain (cyd 2488.20 PROJECT NO. SHEET NO. 97-IOA 41 126th.xls ies PROJECT NO. SHEET NO. * IF A CONTRACTOR ELECTS TO USE METAL PIPE 97-IOp 42 THICKNESS AS SHOWN BELOW ARE "T-O BE USED STRUCTURvEj DATA DESCRIPTION FLOW LINE GAGES OR THICK. DESCRIPTION FLOW LINE GAGES OR THICK. w SEE, STANDARD w SEE STANDARD SHEET 715- �¢ , % w ww a O E 0 z SHEET 715-P555-01 z w z z w C °' U�o REMARKS 5- > > w a. E-� >> U tn REMARKS ¢ 0'IYPEOFP[PEW1 THlN > U O TYPE OF w`� O a w w O EACH GROUP z p w w x ! w Cr v t Q cc C) w U Q w co to IN EACH GROUP m ft ft ELEV. ELEV. yd; TYPE ton ft' EA. ft' lbs in ft ft ELEV. ELEV. ft3 TYPE ton ft' EA. ft' lbs LINE "K" I 1 1450 X 12 L Inlet, J-10 64 1. 191 832.20 832.01 834.39 23.0 A 1 12 53 1 3870 X 121 P Inlet, M-10 12 4.3 842.04 841.98 846 38 13.7 A 11.0 A 13 54 3870 X 12 L Inlet, J-10 88 2.4 842.48 842.04 845.9 50 8 A 53 12 1450 X 12 P Inlet, M-10 14 1.38 832.01 831.95 834.39 1 3 1450 X 15 P Manhole, C-4 113 2.35 831 .78 831.44 835.38 22.0 B 16 55 4250 X 18 L Manhole, C-4 347 7.8 839.96 838.23 849.23 51.0 B 52 14 1575 X 12 L Inlet, B-15 64 1.28 830.91 830.72 833.19 24.0 A 15 56 4250 X 12 P Inlet, M-10 11 2.7 844.98 844.93 848.66 12.0 A 55 56 15 1575 X 12 P Inlet, C-15 14 1.47 830.72 830.65 833. 19 12.2 A 16 57 4250 X 12 L Inlet, J-10 76 2.4 845.36 844.98 848.78 40.7 A 55 16 1575 X 18 P Manhole, C-4 95 1.98 830.65 83Q37 834. 13 23.0 B 44A 58 4400 X 18 P Manhole, C-4 178 5.4 840.85 839.96 847.73 28.9 B 58 17 1900 X 12 L Inlet, J-10 64 1 17 829.62 829.43 831.79 23.0 A 18 59 4400 X 12 P Inlet, M-10 11 2.5 843.63 843.58 847. 17 10.0 A 18 1900 X 12 P Inlet, M-10 14 1 36 829.43 82937 831.79 11.0 A 19 60 4400 X 12 L Inlet, J-10 70 2.4 843.98 843.63 847.4 37.2 A 59 19 1900 X 18 P Manhole, C-4 102 1 931 829.37 829.06 832.8 23.0 B 22 61 4585 X 15 P Manhole, C-4 1731 3.21 841.88 841.02 846.31 28.0 B 58 9.2 A 61 20 2013 X 12 1, Inlet, B-15 64 1. 16 828.65 828.46 830.81 23.0 A 21 62 4585 X 12 P Inlet, C-15 11 2.3 842.53 842.42 845.79 21 2013 X 12 P Inlet, C-15 14 1 35 828.46 828.35 830.81 11.0 A 22 63 4585 X 12 L Inlet, B-15 43 2.5 842.70 842.53 846.22 25.0 A 62 B 86 64A 4780 X 12 P Manhole, C-4 203 0 843.06 842.05 84406 26.0 B 22 2013 X 24 P Manhole, C-4 249 147 828.35 827.60 831.82 51.0 23 2400 X 12 1. inlet, J-10 64 1 17 829.09 828.90 831.26 23.0 A 24 64B 4780 X 12 P Pipe Catch Basin 12 843 843.24 843.06 84406 26.0 B 61 � 25 65 4780 X 12 P Inlet, M-10 11 2.4 843.11 843.06 846.5 11.0 A 64 24 2400 X 12 P Inlet, M-10 14 1 36 82890 828.86 831.26 12.3 A �5 2400 X 24 P Manhole, C-4 181 95 827 31 826.94 83226 41.1 B 28 66 4780 X 12 L Inlet, J-10 38 2.5 843.30 843. 11 846.75 23.0 A 65 LINE "S-1-K" 26 2584 X 12 L Inlet, B-15 64 1 117 828.10 827.91 830.27 23.0 A 27 67 1298 X I5 L Inlet, J-10 12 1.4 827.53 827.49 830.22 11.0 A 69 27 2584 X 12 P Inlet, C-1 S 14 1 36 827.91 827.80 830.27 11'0 A 28 68 1298 X 12 P Inlet, M-10 55 1.2 827.86 827.70 830.03 21.0 A 67 28 2584 X 24 P Manhole, C-4 114 ' 33 826.94 826.60 831.27 30.4 B 31 69 1298 j X 15 P Manhole, C-4 173 2 827.49 827.11 830.74 28.0 B 72 29 2700 X 12 L Inlet, J-10 64 1 16 828 98 828.79 831. 14 23.0 A 30 70 1475 X 12 L Inlet, C-15 3 2.7 827.04 827.04 830.78 35.5 A 72 X 12 P Inlet M-10 14 1 35 828.79 828.75 831.14 10.0 A 31 71 1475 X 12 P Inl"et, B-15 64 2.4 827.36 827.04 830.78 360 A 70 30 2700 1 C-4 136 37 826.27 826.00 832. 14 30.0 B 34 72 1475 X 24 P Manhole, C-4 271 2.7 826.61 826.18 831.28 55.0 B 75 31 2700 X 30 P Manhole 32 2830 X 12 L inlet, J-I 0 23 2 14 829.36 829.24 832.5 22.0 A 35 73 1750 X 12 L Inlet, C-15 3 2.7 827.44 826.18 831 18 8 0 A 75 3 12 P Inlet. J-10 17 26 1 829 36 829.28 856.5 11.2 A 34 74 1750 X 12 P Inlet, B-15 64 2.4 827 76 827.44 831.18 36.0 A 73 33 28. 0 X 3 2838 X 36 L Manhole. C-4 _ lUl 499 825 67 825 47 833.66 232.0 B 35 75 1750 X 24 P Manhole, C-4 106 3.5 826.18 826.01 831.7 29.0 B 78 4 - - -- 35 2838 X 36 L Manhole, C-4 95 8 04 825.47 825.28 836.51 262.0 B 36 76 1860 X 12 L Inlet, C-15 3 2.7 827.00 826.98 830.74 8.0 A 78 3 2955 X 29x45 R-1 Manhole. C-4 109 2 64 825.28 825.06 831.67 24.0 B 39 77 1860 X 12 P Inlet, 13-15 64 2.4 827.32 827.00 830.74 36.0 A 76 _6 37 3050 X 12 L Inlet, J-10 64 2.42 833.09 832.77 836.51 35.5 A 38 78 1860 X 24 P Manhole, C-4 186 3.3 826.01 825.68 831.3 41.0 B 81 38 3050 X 12 P Inlet, M-10 12 2.74 832.77 832 73 836.51 11.5 A 39 79 2050 X 12 L Inlet, M-10 18 2.7 828.60 828.51 832.34 160 A 81 39 3050 X 36 P Manhole, C-4 197 5.67 825.06 824.67 833.73 379.0 B 42 80 2050 X 12 P Inlet, J-10 64 2.4 828.92 828.60 832.34 36.0 A 79 40 3250 X 12 L Inlet, J-10 64 15. 1 827.78 827.46 843.91 35.5 A 41 81 2050 X 24 P Manhole, C-4 36 5.2 825.68 825.62 832.84 18.0 B 34 41 3250 X 15 P Inlet, M-10 12 152 827.46 827.40 843.91 11.5 A 42 82 2175 X 12 L. Inlet, J-10 28 6 826.3$ 826.24 833.36 94 9 A 35 42 3250 X 36 P Manhole, C-4 77 7.23 824.67 824.52 834.9 151.0 B 43 83 2175 X 12 P Inlet, M-10 31 6.3 826.06 825.95 833.36 51.3 A 36 43 3371 X 36 P Manhole, C-4 41 6.24 824.52 824.38 833.76 32.0 B 44B 84 2247 X 12 L Inlet, J-10 62 2.3 828.47 828. 16 831.81 51.3 85 44A 16 80 X 12 P Inlet F,-7 6 2.32 830.18 830.15 833.5 2.0 B 19 85 2247 X 12 P Inlet, M-10 81 2.6 828.16 827.76 831 .81 15.9 36 LINE "S-2-K" 44B 3371 X 36 P Manhole, C-4 104 6.62 824.38 823.86 834 102.0 B 45 87 6281 X 12 P Inlet, E-7 14 4.5 832.42 832.28 837.88 4.6 45 1557 X P Manhole, C-4 10 825.37 835.4 88 6273 X Inlet, J-10 2 5.4 832.28 832.26 837.71 0.4 46 3540 X 24 P Manhole, C-4 174 13 828.97 825.37 844 40.5 B 44B 89 6289 X Adjust Castro to Grade 47 3550 X 12 P Inlet, M-10 16 3.86 840.24 840.16 845.1 15.6 A 46 90 6300 X 12 L Inlet, M-10 8 4.7 831.87 831.57 837.59 2.8 89 48 3605 X 12 L Inlet, B-15 93 2.43 840.70 840.24 844.13 57.3 A 47 LEGEND FOR ABBREVIATION 49 3705 X 24 P Manhole, C-4 168 7.72 835.10 830.78 844.82 33.2 B 47 F.B.C.C.S./ P.1. --- FULLY BITUMINOUS COATED CORRUGATED STEEL F.B.C.S A./ P.I. --- FULLY BITUMINOUS COATED CORRUGATED ARCH WITH PAVED INVERT. WITH PAVED INVERT. 50 3705 X 15 P Inlet, C-15 9 2.56 839.90 835.10 843.71 13.2 A 49 F.B.C.C.A.A./ P.I. -- FULLY BITUMINOUS COATED CORRUGATED ALUMINIUM ALLOY F B C.C.A.A./ P.I. -- FULLY BITUMINOUS COATED CORRUGATED ALUMINIUM ARCH WITH PAVED INVERT. WITH PAVED INVERT. 51 3705 X 12 L Inlet, 13-15 88 2.42 840.34 839.90 843.76 49.1 A 50 F.B.C.C.S. ---------- FULLY BITUMINOUS COATED CORRUGATED STEEL. F.B.C.C.A.A. ------- FULLY BITUMINOUS COATED CORRUGATED ARCH. C.S. ----------------- CORRUGATED STEEL. C.S.A. --------------- CORRUGATED STEEL ARCH. 52 3870 X 24 P Manhole, C-4 161 9.09 835.90 835.10 846.99 42.1 B 49 C.A. ----------------- CORRUGATED ALUMINIUM. C.A A. --------------- CORRUGATED ALUMINIUM ARCH. S.P.S. --------------- STRUCTURAL. PLATE STEEL. S.P,S A ------------- STRUCTURAL PLATE STEEL, ARCH. PROJECT NO. SHEET NO. 97-IOA 42 r PROJECT Nn. SlIFFA * IF A CONTRACTOR ELECTS TO USE METAL, PIPE NO, THICKNESS AS SHOWN BELOW ARE TO BE USED 97-BOA 43 STRUCTURE DATA DESCRIPTION FLOW LINE GAGES OR THICK. _ DESCRIPTION FLOW LINE GAGES OR THICK. W SEE STANDARD SLIF.ET 715- �- � w W - c W SEE STANDARD wj z 3 [- O WO a F- = ¢ Q Q:11 a a UO x O D C F- ¢ W Ww F- Z w P555-01 FOR ACCEPTABLE `" � �'= ¢ � '~ �- C �„ w w � � ¢ 0. a � w � � � u- w Z � � C � � v SHL.I�:�l' 715-P555-01 � o � w � t„ � � �, � F- � C = C � a. ¢ X � C w Z W W .- (s `" _ W v u- u- ¢ w r� v c� E- F- Z A� W W E- ¢ c� 1 K W F- U ¢ w o Q N 7 YPE OF PIPE WITH IN �- �' w F- ¢ �= w �-- W E- v� �- w REMARKS U C N �- FOR ACCEP l ABLE ac X w �; v w REMARKS -- [- w w E- E-- Q. E- w E- ¢ w c7 Q w v O w a [- W J ✓� O , O OG U U W U ¢ W (- U CSC W W C7 3 C 0. E- U O EACH GROUP z w c: `" w 3 w ¢ w m w �- O A- w %� z U O TYPE OF PIPE WITH z w U "' w w ¢ W m O ¢ ¢ w `f' O a- C Uw - O0 ¢ ¢ W '� UX �C W - CWa CO � �� O - a C W v ri .� C on Q W C� a U U U F- cFn IN EACH GROUP � J Q U w m � in ft ft ELEV. ELEV, yd TYPE ton ft' EA. ft' lbs in ft ft JELEV. ELEV. ft' TYPE ton ft EA. ft3 Ibs 91 6383 X 12 L Inlet, J-10 2 3.7 833.13 833. 11 837.84 0.6 A 92 6385 X 12 L Inlet, J-10 80 3.9 833.31 832.51 837.36 22.8 A 93 6463 X 12 L Inlet, E-7 4 3 833.40 83338 837.42 0.9 A 94 6532 X Adjust Casting to Grade 95 6531 X Adjust Casting to Grade 96 6573 X 12 L Inlet, J-10 38 3.2 834. 14 833.63 837.86 9.1 A 94 97 6700 X 10 Inlet Casting Re 'd 98 6708 X 12 L Inlet, M-10 2 3.5 83445 834.37 838.92 0.5 A 99 6750 X 12 L Inlet, E-7 40 4 834.65 834.45 839.46 11.9 A 98 100 6884 X Inlet, M-10 101 6949 X 12 L Inlet, J-10 3 3.2 840.80 840.38 844.55 0.7 A 102 6950 X 12 L Inlet, J-10 3 2.4 841. 17 841.14 844.58 0.5 A 103 7580 X 12 I_ Inlet, M-10 2 3.2 839.74 839.70 843.88 0.5 A 104 7580 X 12 L Inlet, J-10 1 3.1 840.43 839.74 843.88 0.2 A 105 7580 X Adjust Casting to Grade LINE "TR" 106 1292 X 12 L Inlet, R-13 9.5 2.8 828.21 827.74 831.49 19.0 A 40 107 1392 X 12 L Inlet, R-13 48 4.5 827.74 827.40 832.9 15.9 B 43 LINE "S-TR-2" 108 13801 X 1 15 L Pipe 20 ** ** 2 LINE "K" 301 1 139 X Adjust Casting to Grade 302 1539 X Adjust Casting to Grade 303 1939 X Adjust Casting to Grade 304 2342 X Adjust Casting to Grade Plug Outlet LINE "S-2-K" Pipe 306 4943 X Adjust Casting to Grade 307 4989 X Adjust Casting to Grade 308 5398 X Adjust Casting to Grade 309 5720 X Adjust Casting to Grade 310 60331 X I Adjust Casting to Grade 311 6114 X Adjust Casting to Grade - 312 6121 X Adjust Casting to Grade 313 6520 X Adjust Casting to Grade 314 6467 X Adjust Casting to Grade 315 69951 X Adjust Casting to Grade LINE "K" 303A 1439 X 10 L Manhole, C-4 32 2 876.80 826. 13 830.5 15.0 A 303 _ 305 2342 X 10 L Exist Manhole 404 2 828.6 827.47 833.40 60 A 303A LEGEND FOR ABBREVIATION F.B.C.C.S./ P 1. --- FULLY BITUMINOUS COATED CORRUGATED STEEL. F.B,C.S.A. P.1. --- FULLY BITUMINOUS COATED CORRUGATED ARCH WITH PAVED INVERT. WITH PAVED INVERT F.B C.C.A A./ P.I. -- FULLY BITUMINOUS COATED CORRUGATED ALUMINIUM ALLOY F B.CC A.A./ P 1. -- FULLY BITUMINOUS COATED CORRUGATED ALUMINIUM ARCH WITH PAVED INVERT, WITH PAVED INVERT F.B.C.C.S. ---------- FUL.LY BITUMINOUS COATED CORRUGATED STEEL F B.C.C.A.A. ------- FULLY BITUMINOUS COATED CORRUGATED ARCH. C.S. ----------------- CORRUGATED STEEL C.S A. --------------- CORRUGATED S3 F.EL ARCH C.A. ----------------- CORRUGATED ALUMINIUM. C.A.A. --------------- CORRUGATED ALUMINIUM ARCH. S.P.S. --------------- STRUCTURAL PLATE STEEL S P.S,A ------------- STRUCTURAL PLATE STEEL_ ARCH. PROJECT NO, SHEET NO. ** = Match Existing Elevation 97-IOA 43 °J Y .a Line O PI 32+97.64 "K" W i Sto. 13+43. 11, Monon Trail (5.0 Lt., LINE "TR") 33 =Sto, J,3-05.0, LINE "K" W c� 3 Keyway(Typ.) --Sta. 13+87.82 Monon Trail o Top o f Slab De v. 831. 77 -- - - ---�--- - Sto. 12+98.40 Monon Trail Z Top of Slab De v. 832. 12 h 00 0 N rn Ld C oo O Z Ln N Z N o Q Monon Trail °j w w i & � Structure "' c V W d Y 89 -5 a o c o o v i A -0.49 �, Edge of Precast Structure CS-2 6" i Trail Grade i �, I �i rn Line TR Line TR - Edge of Precast Structure 13+ 00 I "' �, 6 14+ 00 i i C Ln N 00 Ln I a- c) C cv O J — Qo —� N - N O � ' 4 N „ N 2 -4 0 2 C 0 I 0') 8 3 8 � 40 -1 1�4 --- --- --- � � -t-- — ------ ----- ---- -------— C N O p � POT I3+43.81 "TR" 0 � Q =POT 33+20.05 � � � � � H De tail cs-3 - - -- - - FOUNDATION PLAN Pedestrian Handrail (See Specification) 0 2 8' 4' — i I , I I I O WW J I W > Zd J Z Z 12'-D" Span _ _ _ Precast wingwall W Q Z � Z0 I 3" 0 Perforated drain - Z 2'-0 span x 10'-0" rise o 10 supplied with wingwall W precast tunnel unity Q Type B wingwall anchor Z Q W Inside of tunnel to be ( I XO N W ainted ivory, Cost to = I I Granular P y � be included in cost of - } I Backfill W Pedestrian Tunnel. o- �� Waterproof Membrane o 000 ° Leg of precast tunnel Q W Q) o (Typ. at Joints) I o o d oo //\/�\\/ — Q of i o 10 I I q°o // , o #6 ® 6 � W 0.O I I // //\\\/\\\/ 3» V a -- 1 /� / o " - - - - - Tunnel /\\jam\ , arc 11" 8 3 #5 ® 18 I Grade i a a e e� a 4 NOTFS: I n Grout e Q Reinforcing not shown Electrical Conduit to be cast into Precast Concrete Tunnel Units as required x - - - - - --- for clarity 2 -6 (3) #6 Top & bottom w/ by the Electrical Drawings with these plans (see sheet No. CS-5 through CS-8)." -Z #4 ties ® 4'-0" o.c. #4 x 4'-6" @ 12" Detail CS-1 15'-8" Concrete for Footings and Wingwalls shall have a minimum compressive strength of 4000 psi � (5) #6 Bars SHEET N0. Reinforcing steel for Footings and Wingwalls shall conform to ASTM A615, A617-Grade 60. g B SECTION DETAIL SEC TION '_ V C5 ' For Plan & Profile, see Sheet No. 20. p 2' 4' 8' CS— 0 1' 2' q' CS— 0 1' 2 41 See Sheets CS-2, CS-3 For Additional Details and CS-4 for Tunnel Specifications. For General Notes, See Sheet No. 2. CSM1 A. / > L 1 114" Golyv, Steel Tube Line "K" a , � Sta. 13+43. 11, Monon Trail 0 �� 4" Max. Opening I o-- PI 32+97.64 K (5.0 L t., L/NE "TR") (Typ) 1 114" Gal v. Steel Tube R=4" js =Sta. 33+150, LINE "K" o 4 Max. Opening 5 " o �,0 8 ( z > YP) J14" GOI v Steel Tubing--,__- --- w 3 33 4" 314" Goly Steel Tube 4 Stainless Steel -� Cover all corners with 2'-0" wide Strip of Detail 2 Dovetail Slot(Typ) \ Filter Fabric (typ) CS-3 } DETAIL 2 �� DETAIL 1 LU CS-2 Scale. None �' `s Scale: None CS-2 0 Note: Aliphatic Polyurethane coating _ - -_ - - -------- - - J _ - _- - - ---- _ --- _ - = o-- Note: Aliphatic Polyurethane coating o I on entire Railing System & Lintels �- - - �`L on entire Railing system & Lintels � Stainless Steel Sta. 12+98.90 Monon Trail 12" eadw l �' o o 0o o 12 Headwall 1 + 7. 32 M n Trail i h n Brick to one course below Finished Grade U-, N z Dovetail Slot(Typ) Sto 3 8 ono a Flem s Bond B c Z Flemish Bond Brick to one course below Finished v A , on all sides of Wingwall with Beaded Grout Joints(Typ) 0 � o Q Grade on all sides of Win wall with Beaded Grout CS-2 v v w w � g ( yP) _ Edge of Precast Structure a 0 _ a p p p V Joints T Edge of Precast Structure o� Q V w o� Y 38' 0 �&' Line "TR" Mon on Trail 20'-6" 17'-6" * 00 & Structure 17'-6" 14+ 00 _ 20'-6" Line "TR" - - - -- - -- -- --- --- -- --- -- - - -- -------- --- - -- i i N N C lf7 O C) a O O i 00 J — N O ,- 2' 6» I 2,_6„ 6„ I 2' 6„ �, 6„ 2, 6„ 2'-6"1 / „ „ „ , „ - O I- - PDT 13+43.81 TR I_2'-b-� ..2 -6 12 -6 _2 -6 -� -6 o L I „ I „ Detail CS-3 =POT 33+20.05 K » » „ , » „ �, 0 I a� _0 -�- 5 -`� -�= J 0'-�- 5 0 5 D �_ 5 - 0 _I 1 �_ 5)-0 �_ 5'- 0 _I_ 5 -0 ,5'-0 '-0'_ 0 00 N r-) I O Q0 oT)x (11)' 12' Span x 10' Rise x 8' Wide LM Precast Culvert Units Plus E.., (10) 112" Joints = 88'-5" Perforated Drain Tile Connect to Structures No. 106 or 107 at ends of Tunnel with Non-Perforated Y' Drain Tile as TUNNEL PLAN determined in field at time of installation by contractor (Typ.) 13'-4" 0 2' 4' 8' 6" 3 Eq Spa. (4'-6"Max.) 6 Typical Post Spacings Cast Stone Coping Pedestrian Handrail NO TES Detail CS-2 (See Specification) _ PrPrnst Winnwnll Tunnel Limits = 88'-5" over S.S. Flashing Q 2" Precast Headwall GENERAL NOTES O 2 Stainless Steel Cast Stone Coping 6 & 1. This tunnel has been designed for general site Dovetail Slot(Typ) over SS Flashing Detail CS-3/ conditions. The project engineer shall be responsible W (jJ J Detail CS-2 4 Pedestrian Handrail _ for the structures suitability to the existing site Z W CS-3 Wingwall Connection Plates (See End Elevation this Sheet) I — Q Detail s%� I I conditions including confirmation of soil conditions. J Z Z Stainless Steel /71 [111 1 1 111111111111 Dovetail Slot(Typ) I I 2. Prior to construction contractor must verif y all Q W Z Q _ Cast Stone Coping I I ( I elevations shown through the engineer. Q over S S. Flashing QQ DESIGN DA TA z Design Loading: . HS20-44 F_ Q �' Q I Z I I ° � � � Design. Fill Height: 4'-0" max. from top of crown � W - I i ° I = r o to top of pavement. W "� _ I - L �, Design Method: Load factor per AASHTO Specification V L �' I g I N I - I Joint Seal between W co = Detail CS-3 - - I end unit and headwall Assumed Allowable Soil Bearing: 2000 PSF (Verify) W ix -T 7 Join t Seal W - - ; .� = -t - I (Typ. between Q I - L I Cast Stone Keystone I I I - -- - _ - I tunnel units) V Flemish Bond Brick to one I I I Rolled Angle for I `° - I ( II _ _ _ __ I A c W course below Finished Grade �, I II �o `D ( Facin Led e I I I II II - I V i i g g I I _ _ Concrete for Footin s and Win walls shall have a co on all sides of Wingwall with � I I II I � I ( II II I Sta. 12+98.90 Top of Slab Elev. 832. 12 9 g 0. Beaded Grout Joints (Typ) I I II II II II I Solder Course ( �° o I I II II '� II I = _ I minimum compressive strength of 4000 psi. Reinforcing steel for Footings and Wingwalls shall Q Control Joint, Ea. , I; I conform to ASTM A615 A616 or A617-Grade 60. I I it II II � II � � I I II q I � -0.4q , I ' L _ JI _JI---�-- - -u--� -u—' corner(Typ) LL _IL ��- -- L-- - - JI-- -I�-- - - - -- ---- - -- - - _- - - �_ Q - - NO TES: 0 i Electrical Conduit to be cast into Precast Concrete Tunnel Units as required E q ual Space Equal Space 12'-0" SP an Flemish Bond Brick to one course below Finished Grade by the Electrical Drawings with these plans (see sheet No. CS-5 thru CS-8). SHEET NO. 2'-0"(Typ all Wingwalls, both Faces) on all sides of Wingwall with Beaded Grout Joints(Typ) For Plan & Profile, see Sheet No. 20. Control Joint in face brick and coping: n Sealant and backer rod soft joint Precast Manufacture to furnish Shop Drawings of precast units for (Typ all Wingwalls, both Faces) END ELEVA LION SEC TION rA approval prior to fabrication. 0 0 2' 4' 8' 0 2' 4' 8' CS-2 See Sheets CS-1, CS-3 For Additional Details and CS-4 for Tunnel Specifications. CS-2 For General Notes, See Sheet No. 2. Connection Plate v see Detail 5 1CS-3 Wingwall Anchor insert, (2) 1 70 Bolts & Wash ers 9�% �i 'l c f 8 Stainless Steel Dovetail Slot(Typ) 4" . 2 112" 1 -0 -� Varies Head wall �- ———— ----- -- -- Equal Equal 1 114" Gal v Steel Tube U P / " Z Pedestrian Handrail Richmond (2) bolt � I �Typj reset w 55 ngwall anchor --� (See Specification) for 1"� x 3" Lg. U CQ �� W Aliphatic Polyurethane coatrng bolts, (6 pitch) on entire Railing System Grout or Anchoring Cement o �, �� 1"x10"x15" Galy. R (P-1) 1'-0" -� 4 1 2 Headwall 1"0x6" L g. Galvanized Steel Tube Flange: f Threaded Rod (2) --- - attach as necessar to meet ! I ° I t w structural performance f I + For Notes not Shown See Deta il ~ 6 Stainless Steel Dovetail Slot(Typ) O requirements, by means of DETAIL Expansion Bolts into Concrete. CS-3 (�-S-2 z 0 r' 2' DETAIL 2 k o 2' CS-2 0 o ' + �- 00 O Z Z V N O Q I W W I�° I 1» 41," 42 2 1 '-3 w OC' Y Precast PW-1 P_1 Precast 4. U + - Wingwall Wingwall I 2 112" Qi) lu, U 6" Threaded rod (2) LFront Face a with double nuts I "� o o Ln DETAIL 15" _ 4'1 i : °° o r 2' CS-1 -- - 2'0 Hole Cut from 4-2" Holes------_ P 1/2x6x1'-5 J o a'Lr) N 1 1/8" 0 Holes R 3 14xlOxl' .3" (J� Cr- 0 0 1"x 10"x15" Min. o o co (Gal v. as per ASTM A 153) o o �' Washer 112"x4"x4" Jo o � X PLATE P- 1 PLATEPW-1 3: r- —c: N- r,-) u- (4 per each connection) CONNEC 77ON PLATE DETAIL 5 �' DETAIL 0 1' 4 CS-3 PM Varies o r 2 CS-3 Equal Equal Cast Stone Coping 1" 4" _ Primer Compatible Stainless Steel Flashing Cap ----- 7 518" With Joint Wrap. 718" x 1 318' Butyl Rope Q over Dowel per SMACNA Plate X54; i — 0 Seal to Deformed Flashin q ---__ Stainless Steel (0.018') Deform Through WaII Flashing Cast Stone Keystone Top of Precast 0" Wide Sealwrop or Im ° I 1 1�2" Per SMACNA Plate #54, extend 1/4 beyond Brick (Typ each End Tunnel) Tunnel Unit EZ-Wrap Rubber �= W W W (Typ) Face. Mortar in top course to include acrylic latex additive, i Typical of all areas in contact with Deformed Flashing. > j Q Z WQ Z Galvanized Steel Termination Bar � Stainless Steel Dowel @ 24" o.c. Maximum, with Extension of Arch Radius Line � Q Pea Gra vel I °j �- - a min. of 2 per Cast Stone Section. ' 1 -4 W Z Z Weeps @ 24 o.c. Stainless Steel Flexible Veneer Anchor. Precast Tunnel Units Q a ZOO' _ Embedded Flashing-Extend 8" up wall and 114" : + - - SEC TION o W W ox beyond Brick Face I°° I Precast Concrete Headwall or Wingwall(Typ) CO Stainless Steel Dovetail Slot(Typ) Ll� Grade Varies Q + - ?J5118" � Q W 7" 0 Grout Fill °I l"" Clear air space (min.) V W Gal van ized Shelf Angle + I _--_ U + co CL and Expansion Bolts I Face Brick DETAIL 8 + _ - Scale: None CS-2 Q NO TES: Electrical Conduit to be cast into Precast Concrete Tunnel Units as required DETAIL 6 by the Electrical Drawings with these plans (see sheet No. CS-5 thru CS-8). 0 , 2' CS-1 For Plan & Profile, see Sheet No. 20. SHEET N0. See Sheets CS-2, CS--3 For Additional Details and CS-4 for Tunnel Specifications. For General Notes, See Sheet No. 2. U CS=3 a r SPECIFICA TIONS FOR MA NUFA C TURE A ND INS TA L L A TION OF -PRECA S T CONCRE TE PEDES .TRIA N TUNNEL 1. DESCRIP 77ON 6. DESIGN 8. 7ES 77NG AND INSPECTION 13° REJEC 77ON This work shall consist of constructing a pedestrian tunnel in 6.1 The tunnel dimension and reinforcement details shall Tunnels shall be subject to rejection on account of any of the 15.3 Backfill - Backfill shall be considered as all replaced excavation and new -j ✓ A 8.1 Type of Test Specimen - Concrete compressive strength specification requirements. Individual tunnels may be rejected •� y N accordance with these specifications and in reasonably close be as prescribed in the plan and the shop drawings P q y � embankment adjacent to the precast concrete units and wingwalls. The project shall be determined from compression tests made on because of an of the followin conformity with the lines, grades, design and dimensions shown on provided by the manufacturer subject to the provisions y g- construction and material specifications which include the specifications � linders or cores. the plans or as established by the Engineer. of Section 7. The minimum concrete compressive cy For cylinder testing a minimum of for excavation for structures and roadway excavation and embankment strength shall be 4,000 psi. The minimum steel yield 4 cylinders shall be taken during each production run. 13.1 Fractures or cracks passing through the wall, except construction shall apply except os modified in this section. For core testing, one core shall be cut from a tunnel for a single end crack that does not exceed one half TYPES strength shall be 60,000 psi. 9 section selected at random from each group of 15 No backfill shall be placed against any structural elements until they have 9 P the thickness of the wall. ° tunnels or less of a particular size and production Precast reinforced concrete pedestrian tunnels manufactured in The tunnels are designed in accordance with the run. For each continuous production run, each group of been approved by the Engineer. P P 9 P 13.2 Defects that indicate proportioning, mixing, and "Standard Specifications for Highway Bridges adopted accordance with this specification shall be designated by span y Highway 15 tunnels of o single size or fraction thereof shall molding not in compliance with Section 5. Backfill against a waterproofed surface shall be placed carefully to avoid b the American Association of State Hi hwa and g p and rise. be considered separately for the purpose of testing and Transportation Officials, 1996. A minimum of one occe tance. A production run shall be considered damage to the waterproofing material. Z foot of cover above the crown of the tunnel is P '° 13.3 Honeycombed or open texture, continuous if not interrupted for more than 3 0 J. MA 7ERIALS - CONCRETE required in the installed condition. (Unless noted Mechanical tampers or approved compacting equipment shall be used to compact co consecutive days. 13.4 Damaged ends, where such damage would prevent making all backfill and embankment immediately ad ocent to each side of the tunnel The concrete for the tunnels shall be air-entrained when otherwise and designed accordingly.) y > a satisfactory joint. and over the top of the tunnel until it is covered to a minimum depth of one W installed in areas subject to freeze-thaw conditions, composed of foot. The backfill within four feet of each side of the tunnel shall be Cr. portland cement, hne and coarse aggregates, admixtures and water. 8.2 Compression Testing - Cylinders shall be made and Concrete shall contain 6 42 percent air. The air entraining tested as prescribed by the ASTM C 39 Specification. placed in lifts of eight inches or less (loose depth). Heavy compaction admixture shall conform to AASHTO M154. Cores shall be obtained and tested for compressive 14. MARKING equipment shall not be operated in this area or over the tunnel until it 6.2 Placement of Reinforcement - The cover concrete over is covered to o depth of one foot. shall the outside circumferential reinforcement shall be 2 strength in accordance with the provisions of the ASTM Each tunnel shall be clearly marked by waterproof paint. 3.1 Portland Cement - Shall conform to the C 497 Specification. The following shall be shown on the inside of the vertical leg inches minimum. The cover of concrete over the inside of the culvert section: Lightweight dozers and graders may be operated over funnels having one foot requirements of ASTA4 Specifications C150-Type 1, circumferential reinforcement shall be 1 112 inches of compacted cover, but heavy earth moving equipment (larger than a D-4 Dozer Type ll, or Type /// cement. minimum. The clear distance of the end circumferential 8.3 Acceptability of Cylinder Tests - Failure of any of the Culvert Section Span X Culvert Rise weighing in excess of 12 tons and having track pressures of eight psi or wires shall not be less than one inch nor more than two greater) shall require two feet of cover unless the design cover is less than 3.2 Course Aggregate - Shall consist of stone having a 28 day test cylinders to meet 90 percent of the minimum 9 ) 9 9 inches from the ends of the tunnel. Reinforcement -- - --- --- -- maximum size of 1 inch. Aggregate shall meet compressive strength requirement can be cause for Date of Manufacture two feet. In no case shall equipment operating in excess of the design load requirements for ASTM C33. shall be assembled utilizing single or multiple layers rejection. (H.520 or HS25) be permitted over the tunnel unless approved by the manufacturer. W of welded wire fabric, or utilizing a single layer of Name or trademark of the manufacturer 3.3 Wafer Reducing Admixture - The manufacturer may submit deformed billet-steel bars. The welded wire fabric Anv additional fill and subsequent excavation required to provide this shall be composed of circumferential and longitudinal 8.4 Acceptability of Core Tests - The compressive strength for approval by the Engineer, awater-reducing admixture P y P 9 minimum cover shall be made at no additional cost to the project. - -- ---- ---h i -- wires meeting the spacing requirements of 6.4 and shall of the concrete n each group of tunnels as defined for the purpose of increasing workability and reducing g P l fi C contain sufficient longitudinal wires extending through in 8.1 is acceptable when the core test strength is equal 15. CONS REQUIREMENTS P 9 9 Z the water requirement for the concrete. P 9 q As precaution against introducing unbalanced stresses in the tunnel and the tunnel to maintain the shape and position of the to or greater than the design concrete strength. When wingwalls, when placing backfill at no time shall the difference between the reinforcement. Longitudinal distribution reinforcement the compressive strength of the core tested is less 15.1 Footings - the tunnels shall be installed on 3.4 Calcium Ch/oxide - The addition to the mix of calcium P 9 heights of fill on opposite sides of the tunnel exceed 24 . may be welded wire fabric or deformed billet-steel bars than the design concrete strength, the tunnel from cast-in-place concrete footings. The design 00 0 chloride or admixtures containing calcium chloride will 9 9 w and shall meet the spacing requirements of 6.4. The which that core was taken ma be recored. When the size and elevation of the footers shall be as shown not be permitted. y Backfill in front of wingwalls shall be carried to ground lines shown in p co ,.,) p ends of the longitudinal distribution reinforcement compressive strength of the recore is equal to or on the plans. A three inch deep keyway shall be N Z P 9 9 the plans. Z � shall be not more than 3 inches from the ends of the greater than the design concrete strength, the formed in the top surface of the footing three inches r 4. MA TERIALS - STEEL REINFORCEMENT AND HARDWARE tunnel. compressive strength of the concrete in that group of clear of the inside and outside faces of the tunnel, U N C)l Q tunnels is acceptable. unless specified otherwise on the plans. The footings 15.4 External Protection of Joints - The butt joint made by W W All reinforcing steel for the tunnels shall be fabricated and shall be given a smooth float finish and shall reach o laced in accordance with the detailed shop drawings submitted b two adpininq tunnels shall be covered with a 7/8" x 1 3/8" � � � G P P g y 6.3 Bending of Reinforcement - The outside and inside compressive strength of 2,000 psi before placement of c Q V W Cd Y g (1 1/4° round equivalent) piece of butyl rope and a minimum p„ p 00 p p 0 the manufacturer. circumferential reinforcing steel for the corners of the tunnel sections. The completed footing surface 9 8.4.1 When the compressive strength of any recore is of a 9 inch wide joint wrap. The surface shall be free of the tunnel shall be bent to such on angle that is less than the design concrete strength, the shall be constructed in accordance with grades shown on 4.1 Steel Reinforcement - Reinforcement shall consist of a 9 9 dirt before applying the joint material. A primer approximately e q ual to the cons tunnel from which that core was taken shall be the plans. When tested with o 10 foot straight edge, welded wire fabric conforming o ASTM Specification A configuration of the tunnel compatible with the joint wrap to be used shall be applied g P outside corner. re ected. Two tunnels from the remainder of the the surface shall not vary more than 114 inch in 10 185 or A 497, or deformed billet steel bars conforming for a minimum width of nine inches on each side of the joint. g feet. If a recast concrete footer is used, the to ASTM Specification A 615, Grade 60. Longitudinal group shall be selected at random and one core P The external wrap shall be either EZ-WRAP RUBBER by PRESS-SEAL P g shall be taken from each. if the compressive contractor shall prepare o 4 inch thick layer of GASKET CORPORATION, SEAL WRAP b MAR MAC MANUFACTURING CO. INC. distribution reinforcement may consists of welded wire compacted granular material the full width of the y fabric or deformed br/let-steel bars. strength of both cores is equal to or greater P 9 or approved equal The joint shall be covered continuously 6.4 Laps, Welds, and Spacing - Tension splices in the than the design concrete strength, the compressive footer prior to placing the precast footer. from the bottom of one tunnel section leg, across the top of circumferential reinforcement shall be made by lapping. strength of the remainder of that group of the arch and to the opposite tunnel section leg. Any laps 4.2 Bolts and threaded rods for wingwoll connection shall be Laps may be tack welded together for assembly purposes. tunnels is acceptable. if the compressive 15.2 Placement of the tunnels - The tunnels shall be that result in the joint wrap shall be a minimum of six inches a) ASTM A307 Nuts shall be ASTM A194 Grade 2H. All bolts, For smooth welded wire fabric, the overlap shall meet strength of either of the two cores tested is less placed as shown on the Engineers plan drawings. long ith the overly running ownhill. a threaded rods and nuts used in wingwall connections shall the requirements of ACi 12.8 and 12.19. For deformed g p g Ln be hot-di galvanized as per ASTM A 153. q than the design concrete strength, the remainder Special care shall be token in setting the tunnels to a o P 9 P welded wire fabric, the overlap shall meet the of the group of tunnels shall be rejected or, at the true line and grade. The tunnels shall be set on In addition to the joints between units, the joint between the 00 requirements of ACI 12.7 and 12.18. For deformed billet- the option of the manufacturer, each tunnel of 6" X 6" mosonite or steel shims. A minimum of 112 inch end unit and; the headwall shall also be sealed. If using +� � Ln Structural Steel for wingwall connection plates and plate steel bars, the overly shall meet the requirements of g ---� o washers shall l ASTM A709 Grade connection and shall be P q the remainder of the group shall be cored and gap shall be provided between the footing and the precast wingwalls, the joint between the end tunnel unit and J E cv o ACI 12.2. For splices other than tension splices, the accepted individually, and any of these tunnels bottom of the tunnel's vertical legs. The gap shall the wingwoll shat/ be sealed with this type of wrap or at the .r!' 6' cv galvanized as per ASTM A153. overlap shall be a minimum of 12" for welded wire fabric that have cores with less than the design concrete be filled with cement grout (portland cement and water discretion of the Engineer, filter fabric shall be substituted. o -t Inserts for wingwalls shall be I" Diameter Two-Bolts Preset or deformed billet-steel bars. The spacing center to strength shall be rejected. or cement mortar composed of one part portland cement LL 0- 1 center of the circumferential wires in a wire fabric a_ 0 00 cv Wingwoll Anchors as manufactured by the Richmond Screw and three parts of sand, by volume, and water.) During the back filling operation, care shall be taken to keep J O C (_0 Anchor Co., 7214 Burns Street, Fort Worth, Texas 76118, sheet shall be not less than 2 inches nor more than 4 the joint wry in its proper location over the joint. Any damage to O d - cv t� X 8.4.2 Plugging Core Holes - The core holes shall be � -o inches. For the wire fabric, the spacing center to or movement of the joint from its proper location shall be repaired CD Q (817) 284-4981, or approved equal, center of the longitudinal wires shall not be more than plugged and sealed by the manufacturer in o manner by the contractor at no additional cost. r` - rq L2 8 inches. The spacing center to center of the such that the tunnel will meet all of the test Ferrule Loop Inserts shall be F-64 Ferrule Loop Inserts requirements of this specification. Tunnel so BACKFILL DESCRIPTION E-+ os manufactured b the Dayton Superior Corp., Miamisburg ongitudinal distribution steel for either line of y y p p g reinforcing in the top slob shall be not more than 16 sealed shall be considered satisfactory for use. Ohio, (937) 866-0711, or approved equal. inches. Group Classification A-1 A-3 A- A-4 Inserts for detached headwalls shall be AISI type 304 8.4.3 Test Equipment - Every manufacturer furnishing A-1_a A-1-b _ A-2-4 A-2-5 A-2-6 A-2-7 Sleve Analysis, Percent Passing stainless steel, Richmond Type EC-2 inserts as manufactured tunnels under this specification shall furnish all by the Richmond Screw Anchor Co., 7214 Burns Street, facilities and personnel necessary to carryout the No. 10 50 max. Fort Worth, Texas 76118, (817) 284-4981, or approved equal. 7 PERMISSIBLE VARIA 17ONS test required. No. 40 30 max. 50 max. 51 max Coil rods and nuts Used in headwall connections shall be AISI No, 200 15 max. 25 max. 10 max. 35 max. 35 max. 35 max. 35 max. 36 min. type 304 stainless steel. Washers used in headwall connections 71 Internal Dimensions - The internal dimension shall vary Characteristics of Fraction Passing shall be either AISI type 304 stainless steel or ASTM A709 not more than 19 from the design dimensions nor more No. 40 Grade 36 plate washers galvanized as per ASTM A153 than 1 112 inches whichever is less. The haunch Liquid Limit 40 max. 41 min. 40 max. 41 min. 40 max. dimensions shall vary not more than 314 inch from the Plasticity Index 6 max. N.P. 10 max. 10 max. 11 min. 71 min. 10 max. 0 5. MANUFACTURE design dimension. Usual Types of Significant Stone Fragments, Fine Silty or Clayey Gravel and Sand Silty Soils Q 9. JOINTS Constituent Materials Gravel & Sand Sand 5.1 Mixture - The aggregates, cement and water shall be General Rating as Subgrade Excellent to Good Fair to Poor 0 proportioned and mixed in a batch mixer to produce a 7.2 Slob and Wall Thickness - The slab and wall thickness The tunnels shall be produced with flat butt ends. The ends of homogeneous concrete meeting the strength requirements shall not be less than that shown in the design b more the tunnels shall be such that when the sections ore laid of this specification. The proportion of portland g y together they will make o continuous line of tunnels with a FINISHED GRADE W J cement in the mixture shall not be less than 564 pounds than 1/4 inch. A thickness more than that required in smooth interior free of appreciable irregularities, all the design shall not be cause for rejection. compatible with the permissible variations - in Section 7. > Z Q (6 socks) per cubic yard of concrete. P P '- J Z Z The joint width shall not exceed 314 inches. LIMITS OF CRITICAL J = 5.2 Curing - The precast concrete tunnel units shall be COMPACTED MATERIAL w BACKFILL ZONE (C.B.Z.) W Z 7.3 Length of Opposite Surfaces - Variations in laying (SEE CHART BELOW) _ cured for a sufficient length of time so that the ° z_ lengths of two opposite surfaces of the tunnel sha/i Q concrete will develop the specified compressive g Pp strength in 28 days or less. Any one of the following not be more than 518 inch in any tunnel section, 10. WORKMANSHIP AND FINISH except where beveled ends for laying of curves are methods of curing or combinations thereof shall be p N g The tunnels shall be substantial/ free of fractures. The ° � Z used: specified by the purchaser. y a�.o W ends of the tunnels shall be normal to the walls and centerline Finished Grade of the tunnel section, within the limits of the variations Limits of O 5.2.1 Steam Curing - The tunnels may be low pressure, 7.4 Length of Section - The underrun in length of a section given in section 7, except where beveled ends ore specified. Excavation steam cured by o system that will maintain o moist 9 9 Composted Material Min W ~ W atmosphere. shall not be more than 1 2 inch in on tunnel. The surface of the tunnels shall be a smooth steel form or 4'-0" MIN. p y troweled surface. Trapped air pockets causing surface defects (Some as unit backfill) o o � M shall be considered as port of a smooth steel form finish. engineered I W INSITU U W 5.2.2 Water Curing - The tunnels may be water cured by for 126th Street V) SOIL W any method that will keep the sections moist. 7.5 Position of Reinforcement - The maximum variation in o .o W position of the reinforcement shall be + 112 inch. 5.2.3 Membrane Curing - A sea ling membrane conforming to In no case shall the cover over the reinforcement be less •q �•q V the requirements of ASTM Specification C 309 may be than 1 112 inches for the outside circumferential steel 11. REPAIRS ° _° dYr° d °o°do f SPAN �� applied and shall be left intact until the required or be less than 1 inch for the inside circumferential �° °��° °Qb° ° eb° °� ELEVATION Tunnels may be repaired, if necessary, because of imperfections 00- oo� oo� ooN co concrete compressive strength is attained. The steel as measured to the external or internal surface °p � °b° °�° ° CL in manufacture or handling damage and will be acceptable if, Precast wingwoll d d d concrete temperature at the time of application shall Qb°° Qb°° Qb°° Qb°°� Limits of Critical NOTES P PP of the tunnel. These tolerances or cover requirements in the opinion of the purchaser, the repairs are sound, properly o00_6 00� oo� be within + 10 degrees F of the atmospheric do not a l to motin surfaces of the oints. shod° Backfill Zone (C.B.Z) 1. SEE PEDESTRIAN TUNNEL SPECIFICATIONS SECTION 15.3 FOR BACKFILL SPECIFICATIONS. PPy 9 j finished and cured, and the repaired section conforms to the Q temperature. All surfaces shall be kept moist prior requirements of this specification. 0 9bo(jo+ «2 FOR FILL HEIGHTS LESS THAN 2'-0", THE FINISHED GRADE SHALL BE THE BOUNDARY LINE FOR THE C.B.Z. Q to the application of the compounds and shall be damp O oow 00 3. BACKFILLING OPERATIONS WITHIN THE C.B.Z. SHALL BE PERFORMED IN LIFTS OF 8" Q when the compound is applied. 76 Area of Reinforcement - The areas of steel 09b° ° OR LESS (LOOSE DEPTH). reinforcement shall be the design steel areas as shown o°°o° 4. MAXIMUM DRY DENSITY SHALL BE DETERMINED BY AASHTO T-99 OR OTHER APPROVED 5.3 Forms - the forms used in manufacture shall be sufficiently in the manufacturer's shop drawings. Steel areas ° METHODS. rigid and accurate to maintain the tunnel dimensions within greater than those required shall not be cause for 12 INSPECTION In-situ 5, BACKFILL SHALL BE COMPACTED IN LAYERS UNTIL THE DENSITY IS NOT LESS THAN the permissible variations given in Section 7. All casting rejection. The permissible variation in diameter of Soi/ 959 OF THE MAXIMUM DRY DENSITY � P 9 9 I P The quality of materials, the process of manufacture, and the SHEET NO. surfaces shall be of a smooth material, any reinforcement shall conform to the tolerances finished tunnels shall be subject to inspection by the purchaser. Grout SPAN FILL HEIGHT ACCEPTABLE C BM AZ. ACCEPTABLE OUTSD C.B.Z RIAL prescribed in the ASTM Specification for that type of INSIDE 5.4 Handling - Handling devices or holes shall be permitted reinforcement. s 24'-0" > 12'-0" Al, A3 *� in each tunnel for the purpose of handling and setting. WINGWALL BACKFILL REQUIREMENTS s 24'-0" < 12'-0" Al, A2, A3, A4 ,t > 24'-0" ** Al, A3 .* 5.5 Storage - The tunnels shall be stored in such a manner to ' ** EMBANKMENT MATERIAL PER PROJECT SPECIFICATIONS prevent cracking or damage. The units shall not be stored 'r CS4 in on upright position until the compressive strength is a BACKFILL REQUIREMENTS minimum of 4,000 psi Note: Ror General Notes, See Sheet No. 2. ;R. ,e 0 W cr J_ Q SEE SHEETS C6, C7 & C8 FOR ADDITIONAL ELECTRICAL INFORMATION Z O a "JUNCTION BOX FOR FIBER OPTIC CABLE CONNECTION \� Z (n PROPOSED NEW PAD MOUNTED TRANSFORMER / � 120/240 VOLT, 1 PHASE W \ V 0c) o BY P.S.I. Z N N n U) U) m Z N o X W w W Q KWH METER BY CONTRACTOR R�W i C3 :� vj Q PER P.S.I. REQUIREMENTS � KWH METER TO BE MOUNTED ON A TREATED WOODEN ;% +; — -- PEDESTAL ADJACENT TO TRANSFORMER UNDERGROUND SECONDARY a � � � � U 3, #2, 1 1/4"C. RECEPTACLE `�- i L0 II a O Op N i i O r— ' O N � CITY CENTER DRIVE ' 1I W - 0 m r� 'I 30+00 O i cNp N 89°45'36 ; E ' Q W N 11%1 l N i i ( i C-�T — ill 1 1 `\ RECEPTACLE Q i Raw - W W > z a a oc -j z iw a, WQ W � z ------ W Z CJa z0 a W C� VW � - W Q F-- — F- 0 V V W co J co W Q o . a SHEET N0. CS-5 0 n gyi J G DUPLEX RECEPTACLE, 125V., 20 AMP, GFCI, NEMA 5-20R HUBBLL GF5362 WITH HUBBELL 5222 WEATHERPROOF COVER, STUB RECEPTACLE UP 4" A.F.G. INSTALL QTILITY BOX BELOW GRADE AND PIGTAIL #12 CIRCUIT TO RECEPTACLE. DUPLEX RECEPTACLE, 125V., 20 AMP, GFCI, NEMA 5-20R HUBBELL GF5362 WITH HUBBELL 5222 WEATHERPROOF COVER, STUB RECEPTACLE UP 4" A.F.G. INSTALL UTILITY BOX BELOW GRADE AND PIGTAIL #12 CIRCUIT TO RECEPTACLE. N f � I SB SB O SB S B A�� �� W co cr ® O� QP I SB P' SB SB 0,, DISTRIBUTION PANEL i ® SB SB 121 TUNNEL SECTION JOINTS (TYP) O SB W H SB v0" 01 SB -- -- - + . SB SA SA SA SA SA SA SA — PHOTOCELL Z 4'-4" FACE OF BRICK/ 4'-4" ----- CENTER OF CAMERA Z � r✓ N (n 4" CONCRETE STRIP 4° CONCRETE STRIP e I I I I I VIDEO CONTROL CENTER U w w 43 FW- < G sc sc sc sc Sc sc sc sc sc a o o o R_� SC SC SC SC SC SC SC SC Sc _ SA SA SA SA SA SA SA ® ® ® ® �aL ® 0 TYPICAL OF 8 SPACES 4'-0" 3' 0" 4'-O" TYPICAL OF 8 SPACES 2'-0" n, 2'-7" 10" 4'-2" 10 3'- 0„ 3'-0 — - - -- 0 O Ln JUNCTION BOX FOR -j E N FIBER OPTIC CONNECTION _u .- r__ 0� 0 0 d w � 0- I o> c- � � O c) � N . . 0 o Q E­4 l '-8 1/2" a FACE OF BRICK WALL ° 4"x4" ROUGH-IN BOX a J IN TUNNEL CEILING. a ° ULl r Z '\X ROUGH-IN Z co BOX IN j TUNNEL WALL. FACE PLATE SITE LIGHTING FIXTURE SCHEDULE F— X� CONCRETE Q x 4 Q w INSTALL TO TYPE QTY DESCRIPTION Z IN-GROUND 0 INSTALL LUMINAIRE /����� MANUFACTURERS TUNNEL CEILING a od TYPES SB & SC. SPECIFICATION W Q 50 WATT METAL HALIDE RECESSED WALL LUMINAIRE WITH FULLY SHIELDED LIGHT SOURCE. co a TUNNEL WALL VOLTAGE; 120 VOLT, �A 1 4 FACEPLATE; STAINLESS STEEL, PAINTED WHITE, WITH CLEAR TEMPERED GLASS SPREAD LENS. W Im Z THE FIXTURE WILL HAVE A ROUGH-IN HOUSING WHICH WILL HAVE TO BE SUPPLIED TO THE �• da ° TUNNEL MANUFACTURER PRIOR TO TUNNEL FABRICATION. O BEGA #2806MH W/SPREAD LENS. W a d a � 50 WATT METAL HALIDE, BELOW GRADE LUMINAIRE, 120 VOLT 0. N NOTE: ° COLOR; LIGHT GRAY PAINT NOTE: S B 1 4 KIM #CL3 J r O 1 . SB FIXTURES SHALL BE INDIVIDUALLY SET IN CONCRETE AS SHOWN IN THE ABOVE PLANVIEW. 1 .CONTRACTOR TO FIELD MODIFY MOUNTING ASSEMBLY IN SAME AS "SB" EXCEPT W/ ROCK GUARD-CAT #R63 Q � ORDER TO ENSURE A SECURE TIGHT FIT s C 18 U 0) 2. SC FIXTURES SHALL BE SET IN CONCRETE AGAINST THE TUNNEL CEILING. Z AS SHOWN IN THE ABOVE PLANVIEW. Z W AM RA TYPE SA TYPICAL MOUNTING O 2 RETAINING WALL LIGHTING DOME SURVEILLANCE Z O SHEET N0, g a i CSm6 i 0 U 3/4" PVC CONDUIT FOR PHOTOCELL. STUB CONDUIT OUTSIDE FACE OF TUNNEL NEAR TOP OF WALL. 4"x4"x2-1/8" DEEP ROUGH IN BOX FOR CAMERA MOUNTING. DISTRIBUTION PANEL. 3/4" PVC CONDUIT, CAST IN PLACE. Z O BOTTOM OF PANEL TO BE 3'-0" DUPLEX ABOVE FINISHED TUNNEL FLOOR. RECEPTACLE W cc ROUGH IN HOUSING FOR RECESSED WALL / LUMINAIRES (TYPICAL OF 7 PER WALL). SB / BOTTOM OF HOUSING TO BE 3'-0" / ABOVE FINISHED TUNNEL FLOOR. / SEE BELOW VIDEO CONTROL CENTER ENCLOSURE, SB 10"X10"X8" FIBERGLASS JUNCTION BOX 3/4" PVC CONDUIT, BOTTOM OF PANEL TO BE PRE-CAST, / / FOR FIBER-OPTIC CONNECTION STUBBED OUTSIDE OF WALL 3'-0" ABOVE FINISHED TUNNEL FLOOR. i (TYPICAL OF 5). / 1 w / SB C 3/4" PVC CONDUIT, 1 1/2" PVC CONDUIT, 2"X3"X3.5"DEEP ROUGH - — — — -- CAST IN PLACE. STUBBED OUTSIDE OF WALL. // SB BOX FOR PHOTOCELL —� I SC C / SC 00 Q / 3/4" PVC CONDUIT, � SB SC / / °' CAST IN PLACE. Co'-'O `SF �/ I / / ' Z Lo N Ui �/V� ��/jC / d SB \ �\ SC,, / / / � r � ~ ¢ w m SC / w N w J o SC / O U 1 3/4 PVC CONDUIT, \ \ / a STUBBED OUTSIDE OF WALL. A \ / /I'r SB \ \ \ Sc SA 4"x4%22-1/8" DEEP / / \ I SC ROUGH IN BOX. FOR CAMERA MOUNTING. / / / j/ / j \ S C 3/4" PVC CONDUIT, SA STUBBED OUTSIDE OF WALL. TWO (2), ON EACH HOUSING, / SA/ � (TYPICAL OF 5 PER WALL). o / j / / // _ 1 1/2" EMPTY PVC CONDUIT WITH PULL 0 O 3/4" PVC CONDUIT. SEE BELOW. / /j / / / /j/ STRING FOR FIBER OPTIC CABLE. 00 Ln STUBBED OUTSIDE OF WALL. - ' '' / ' / ' 0 c � `r " i / / 0 SA / / / // / SA / // .� L N 3/4" PVC CONDUIT, /j/ % j � Q STUBBED OUTSIDE OF WALL. ONE (1), PER EACH END UNIT. / / /%' / / / / / % ' �� _j O 3 N SEE BELOW / / , j / / i / / , j / / 0O �_ QD , < SA / / / j // d ro ul / E CAST IN PLACE SA ITEMS TO 6 /SA BY TUNNEL MANUFACTURER / % ' / SA / / ' / / ' loll SA c / / / j ITEMS TO BE CAST IN PLACE `► / / / / / / / BY TUNNEL MANUFACTURER O Q UNLESS OTHERWISE NOTED. W C'3 SA / / / SA / CONDUITS TO BE INSTALLED - - - - - - - - - BY CONTRACTOR. > ? Q Q / Z Q / � �� QWQ / SA z Z Z DUPLEX RECEPTACLE / / NOTE � (S SB B \ \ 1. CONTRACTOR TO SEAL ALL CONDUIT PENETRATIONS W W O SB IN WALL TO INSURE WATER-TIGHT CONDITIONS. 01-- m SB B SB 2. BOTTOM OF HOUSING FOR RECESSED WALL LUMINAIRES, W SB \ DISTRIBUTION PANEL AND VIDEO CONTROL CENTER SHALL W CC ISOMETRIC CONDUIT R UTING DIAGRAM BE 3"-0" A.F.F. 1= Q / 3 SEE SHEET C8 FOR FIXTURE LOCATIONS AND DESCRIPTIONS. � Q SB & SC LUMINAIRES TO / BE INSTALLED BY CONTRACTOR Sc 4. CONTRACTOR TO MOUNT A ROUGH IN BOX ON FACE ON (o Z (TY"P. NORTH & SOUTH END) TUNNEL WALL FOR PHOTOCELL, PRIOR TO THE LAYING OF O / '� / SC w �� BRICK. s / SC .cam / Y / sc SHEET N0. �✓ / sc / SC / BSc CS=7 sc UNDERGROUND PRIMARY BY P.S.I. tw j PAD MOUNTED TRANSFORMER BY P.S.I. CONCRETE PAD BY CONTRACTOR PER P.S.I. SPECIFICATIONS I 0 OKWH METER BY CONTRACTOR PER Z P.S.I. REQUIREMENTS co ON TREATED WOODEN PEDESTAL 5: ADJACENT TO TRANSFORMER LLI CAMERA #1-VIDEO TRANSMITTER AND 12 VOLT POWER SUPPLY ADAPTER 3-#2, 1 1 /4"C DUPLEX RECEPTACLE FIBER OPTIONS SERIES #242D-1 T. 125V. 20AMP, NEMA 5-20R HUBBELL 536 (TYPICAL 4) I 2-#12, 1-#12 GND. 1/2"C. 0 TRAFFIC SIGNAL CONTROL CENTER CABINET 2P100 2-#12, 1-#12 GND. 3/4"C. -- (SEE TRAFFIC DRAWINGS p TUNNEL VIDEO SURVEILLANCE CAMERAS 1 & 2 FOR FURTHER INFORMATION) Oo o� Z � i o0 o CAMERA #2-VIDEO TRANSMITTER AND 1P20 WP 812 RG59/U COAX CABLE AND O O APT TUNNEL WALL LIGHTS 12 VOLT POWER SUPPLY ADAPTER WP 293 CONTROL WIRE, 3/4" C. --� _ FIBER OPTIONS SERIES #242D-1 T. Z °O N vi Ln (TWISTED SHIELDED PAIR) o z 0 0 m LAJ 0 = _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — ! -- -T 1P' a G ZO / CAMERA #2-DATA RECEIVER AND RETAINING WALL LIGHTING a C � G G U CEILING MOUNTED 120 VOLT DOME SURVEILLANCE CAMERA W/ WT 293 CONTROL WIRE / I I 12 VOLT POWER SUPPLY ADAPTER MONOCHROME PERFORMANCE, 360' HIGH SPEED PAN/TILT, (TWISTED SHIELDED PAIR) / FIBER OPTIONS SERIES #242D-1R. 1/3-INCH IMAGE FORMAT, 10: 1 AUTO-IRIS, ( I / I TORK 2101 PHOTOCELL. MOUNTED OUTSIDE 8.7mm-87mm AUTO FOCUS ZOOM LENS, II — I NEAR TOP OF TUNNEL WALL, FACING NORTH. CAPABLE OF OPERATING IN TEMPERATURES FROM -22'F-122'F — — — --- - ---- BURLE AUTODOME TC750-9-1 SERIES, ( I I 1P20 BURLE BACKBOX/POWER SUPPLY TC7431-E SERIES GENERAL PURPOSE RECEPTACLES (NORTH END) (BURLE BACKBOX SHALL HAVE A WHITE PAINTED FINISH) BURLE DOME RING MODULE (CLEAR) TC7402-20 SERIES CAMERA #1-DATA RECEIVER AND m m BURLE INNER LINER 7C7409A SERIES 12 VOLT POWER SUPPLY ADAPTER 12�#12, 1�#12 GND. 1/2"C. BURLE MOUNTING ASSEMBLY #TC7440 FIBER OPTIONS SERIES #242D-1R. O O SURVEILLANCE CAMERA 1 - ' 1P20 1P20 � WP 812 RG59/U COAX CABLE AND II GENERAL PURPOSE RECEPTACLES (SOUTH END) � E �� O WP J 293 CONTROL. WIRE, 3/4" C. WEATHER TIGHT ENCLOSURE W/ - 0 0-) Ln (TWISTED SHIELDED PAIR) I TAMPER RESISTANT KEY LATCHES F- - I` \ NEMA TYPE 4 ENCLOSURE \ Q ALL EXPOSED PARTS SHALL BE PAINTED WHITE 0 CD =JJ #8 COPPER FLUSH MOUNTED AND PRECAST IN PLACE 0 � GROUNDING � 2�#12, 1�#12 GND. 3/4"C. 0 o � � � X HOFFMAN CAT. #A-3L2OH2006LP O � Q CEILING MOUNTED 120 VOLT DOME SURVEILLANCE CAMERA W/ VIDEO CONTROL CENTER CONDUCTOR r t r-) � MONOCHROME PERFORMANCE, 360' HIGH SPEED PAN/TIL.T, 1/3-INCH IMAGE FORMAT, 10: 1 AUTO-IRIS, 8.7mm-87mm AUTO FOCUS ZOOM LENS, j CAPABLE OF OPERATING IN TEMPERATURES FROM -22'F-122'F FIBER OPTIC CABLE (BY OTHERS) DISTRIBUTION PANEL BURLE AUTODOME TC750-9-1 SERIES, 10' x 5/8" COPPER 120/24OV. 100 A., 1 PHASE, BURLE BACKBOX/POWER SUPPLY TC7431-E SERIES ! CLAD GROUND ROD 3 WIRE, 12 CIRCUIT (BURLE BACKBOX SHALL HAVE A WHITE PAINTED FINISH) � NEMA 3R ENCLOSURE BURLE DOME RING MODULE (CLEAR) TC7402-20 SERIES ALL EXPOSED PARTS SHALL BE PAINTED WHITE BURLE INNER LINER 7C7409A SERIES FLUSH MOUNTED AND PRECAST IN PLACE SQUARE "D" NOOD BURLE MOUNTING ASSEMBLY #TC7440 SURVEILLANCE CAMERA #2 DISTRIBUTION PANEL I � O WP 812 RG59/U COAX CABLE WP 812 RG59/U COAX CABLE W W Q > ZQ cr ui < < I ac Z VIDEO CASSETTE RECORDER I VIDEO CASSETTE RECORDER NOTES: W 24-HOUR REAL TIME RECORDING I 24-HOUR REAL TIME RECORDING 1. ALL WORK SHALL CONFORM TO THE NATIONAL ELECTRIC CODE AND ALL Z BURLE SERIES #TC3924 BURLE SERIES #TC3924 Z O 12" MONOCHROME VIDEO MONITOR CAMERA 1 - VIDEO RECEIVER AND CAMERA 2-VIDEO RECEIVER AND APPLICABLE LOCAL CODES AND STANDARDS. # I # 12" MONOCHROME VIDEO MONITOR W W J HIGH RESOLUTION, 120 VOLT 12 VOLT POWER SUPPLY ADAPTER 12 VOLT POWER SUPPLY ADAPTER HIGH RESOLUTION, 120 VOLT 2 ALL WIRING SHALL BE 600 VOLT COPPER, THWN, AS SHOWN. BURLE SERIES #LTC2012/61 FIBER OPTIONS SERIES #242D-1R I FIBER OPTIONS SERIES #242D-1R BURLE SERIES #LTC2012/61 W 3 UNDERGROUND CONDUIT SHALL BE SCHEDULE 40 PVC SUITABLE FOR DIRECT j BURIAL. BURIAL DEPTH SHALL BE 36" BELOW FINISHED GRADE WITH RED OR YELLOW. (� WARNING TAPE PLACED ABOVE CONDUIT WITHIN 12" OF FINISHED GRADE. Q coV Z V co to) Q s a AUTO DOME CONTROLLER AUTO DOME CONTROLLER PHILIPS SERIES #LTC 5136/60 PHILIPS SERIES #LTC 5136/60 CAMERA #2-DATA TRANSMITTER AND CAMERA #2-DATA TRANSMITTER AND 12 VOLT POWER SUPPLY ADAPTER 12 VOLT POWER SUPPLY ADAPTER SHEET N0. FIBER OPTIONS SERIES #242D-1 T FIBER OPTIONS SERIES #242D-1 T g ti CITY MONITORING LOCATION A CSm8 8 0 k t ILI t ) E • ,. , 49' MA$T ARM £ K!a.. �,/ 5, �.e • ^ t`L^• t h , 1 ._ .....,._«....w ,._ ARM t , , .« 4.-.. I rl r A' 0 S T r:. .� »�.�._...�.,...... � ��� to �R.. R.. ,.._..,..__.....�. ,. 00 Keystone Cr ! , n r ........«_...... «_...,. .,.......,.w ..... ms _......... . ......._................. Suite 200 D . . In 1 A polls Indio!„ 3240. . . , / 3 7.848.78 i «. a i «m ...: _W „ tJ0 FAX 317,574.0957 rd deckm Z5n Nei f • a , 45' MAST ARM land 40' MAST ARM I , . i t £. �. _ ., ! .I _. MLPERT LLP .................. . . ................... . m Civil Engineers ...... .......... . I .....,..... '.,........ ...... ..... 1 ..,. ,..,._.,., ,. ...... .... ...... .. .. ...........,.................................... I w, C- ,... ..... _«,._.........._...,,.._... .. n,.y ;ga,•:ueec,w:.u;.,.eu. ..,...r.:'m'y:�: .q.^.Y:......., iiE �.._ .................... SI c :a' t � , f S 1. d be CID soaps, a,*11111111p OF as meow ip ill 43 ,r,Y 110 �� f antihow ft DIM ...... _........ .... ....«.«�.«. 4 'F i . 3 35' MAST ARM (I 1 -77._ .._.. 77. s i( .i\ i l 40 MAST ARM 1 � Tyrr-te. ..................«,....... ....«_._....«.,..._..::......... _...._ R ....._..«.._...,««.......... ........_.«..., f ; , t 40'MAST ARt ' ___. _ _ _ _. I f 'B' ��+er Chralo�d 1 ..: .s / A l \ B , 04-15-N JVYO h _ M#tL 0' 0" ...... ... ^A' • a r # q ! 40 ;MAST ARM o I z B CL > CO INTERSECTION AT CITY CENTER DRIVE AND 3RD AVENUE — Q E S. W. B' Z pz < W E LECTRICAL SITE PLAN D _ Z NORTH INTERSECTION AT CITY CENTER DRIVE AND RANGELINE ROAD � SCALE: t" = 20'-0" D � W .J � Q Z > W U wom 0 cc LIGHT FIXTURE SCHEDULE a. a TYPE MANUFACTURER v LAMPS LAMP TYPE VOLTS MOUNTING U OF GENERAL NOTES ..... POLE FAX -LUMEC #2-Z25-175MH-TYPE 2-120-M 10- HANDHOLE A. ALL EXISTING STREET LIGHTS WITHIN PROJECT LIMITS TO BE REMOVED COMPLETELY TWIN (STERNER APPROVED EQUAL) ,� MOUNTING BOLTS AND LAYOUT PER INCLUDING BASE. TRANSPORT POLES, LIGHT FIXTURES AND ALL ACCESSORIES TO PQ�-UNION METAL X5061 1-FLUTED/726 WITH BLK. BASE COVER MFGR. TEMPLATE STORAGE LOCATION AS DIRECTED BY THE CITY OF CARMEL. DISCONNECT ELECTRICAL CJLB-25 FT. UPPER MAST ARM-35 FT,/40' OR 45' CIRCUITS AT SOURCE AND REMOVE WIRING TO SOURCE. REMOVE CONDUIT WHERE LOWER MAST ARM. PROM BASE WITH 1 " CHAMFER: EXPOSED OR DISTURBED AND ABANDON REMAINING CONDUIT IN PLACE. ROUND FLUTED STEEL POLE, 36 FT. TALL WITH PROVIDE VERY HIGH QUALITY TWIN SMOOTH FINISH B. COORDINATE CONNECTION OF NEW STREET LIGHTS WITH PAT GASTON AT CINERGY BRACKET LIGHTS AT +15'-0'. 35', 40' OR 45' (SEE #6 AWG GROUND WIRE _ GROUT BASE (317-776-5362), q PLANS) TRAFFIC SIGNAL MAST ARM ATTACHES TO 1 -EA POLE AT 16'-0" WITH HANDHOLE ON OPPOSITE SIDE. 175 WATT 25 FT. CAMERA MAST ARM ATTACHES TO POLE AT 1 (2-FIXT.) METAL HALIDE 120 36' POLE FINISH GRADE � C. IT SHALL BE THE RESPONSIBILITY OF CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS INCLUDING UNDERGROUND UTILITIES AND OBSTACLES. WHERE POSSIBLE FT- FROM TOP. CROSSARM UGHT BRACKET SHALL DO NOT DISTURB EXISTING UNDERGROUND UTILITIES. PROTECT UTILITIES WHEN FACE THE INTERSECTION AT 45 DEGREES FROM THE • LOWER MAST ARM. WORKING IN CLOSE PROXIMITY. DON'T DIG BLIND, CALL 1-800-382-5544 PRIOR TO PROVIDE A WEATHERPROOF, GF1 SINGLE RECEPTACLE ANY WORK. 6" BELOW THE LIGHTING BRACKET AND ON OPPOSITE D. SEE DRAWINGS 17, 18, 19 & 20 FOR ADDITIONAL TYPE 'C' POLES ALONG RANGELINE SIDE FROM INTERSECTION. UGHT FIXTURES TO BE • ACRYLIC ACORN WITH TOP FINIAL AND INTERIOR Q m ROAD UPPER REFLECTOR. a a W E. SEE DRAWING 36 AND 37 FOR TRAFFIC SIGNAL AND CAMERA CONFIGURATION AT PROVIDE DECORATIVE BASE, TOP AND ACCENT PIECES TO MATCH EXISTING ERA STYLE LIGHT POLES ON � � INTERSECTION MAST ARMS. MAIN STREET. J _ FIXTURE POLE-LUMEC Z25-175MH-TYPE 2-120 co a a RS-53-15 FT. BLK. (STERNER APPROVED EQUAL) a'11bd By x ROUND FLUTED STEEL POLE, 15 FT. TALL WITH �o L.L.O O »" SINGLE POST-TO LIGHT. PROVIDE A WEATHERPROOF, r GROUND ROD :; \ _,,....; B GFI SINGLE RECEPTACLE 6" FROM TOP OF POLE AND 175 WATT OPPOSITE STREET SIDE OF POLE. LIGHT FIXTURES TO 1 , BE ACRYLIC ACORN WITH TOP FINIAL AND INTERIOR METAL HALIDE 120 15' POLE UPPER REFLECTOR. PROVIDE 6 VERT. BARS. .a \ -r PROVIDE DECORATIVE BASE AND ACCENT PIECES TO \ ' ' MATCH EXISTING ERA STYLE LIGHT POLES ON MAIN •` �`. 'c s r i' -'9 ',, PROVIDE 3 TIES AT 3' ��., ,,; c •��' ~'' STREET. O.C. AT TOP, REMAINDER 13 CONDUIT /.. ? • .]Q`.♦� *E '� , TIES AT 12" O.C. No. FIXTURE-(UPPER) LUMEC 1250MH-JLT-1 O-LMS-SE- = '� 8605 ' 20 (STERNER APPROVED EQUAL) :,, . 55 �, (LOWER) LUMEC #Z25-175MH-M 10-TYPE 2-120-1- SrAx OF I 7 9uc 1-UPPER 250 WATT % '��`'' !�,o�►M�: ''�'�\ INS PM-UNION METAL /50611-FLUTED/726/CJL8-BLK METAL HALIDE O N T DIG BLIND " ROUND FLUTED STEEL POLE, 30 FT. TALL WITH 8 FT. I t t t 30" DIA. FOR POLE TYPE 'A' EXTENSION ARM TO ATTACH TOP FIXTURE AT 35 FT. 18" DIA. FOR POLE TYPE 'B' "IT ' S LOWER FIXTURE TO MOUNT AT +15 FT. PROVIDE A 12O 30' POLE T LAW " WEATHERPROOF, GFI SINGLE RECEPTACLE 6" BELOW 175 WATT 24" DIA, FOR POLE TYPE 'C' LOWER FIXTURE AND OPPOSITE STREET SIDE OF 1 -LOWER M TA POLE. PROVIDE DECORATIVE BASE AND ACCENT E LHALIDE r ma �� ��� ����� ��• W. PIECES TO MATCH EXISTING ERA STYLE LIGHT POLES Gall 1-800-382-5544 ON MAIN STREET. POLE BASE DETAIL - TYPES ' A ' 'B ' AND z Working Days .... C FIXTURES Before YOU DIg. NOTE 1: POLES AND SHALL BE PROVIDED WITH (2) 1" STAINLESS 304, EYEBOLTS WITH 3/8X18 THREAD, RlVNUT AND LOCKNUT. p NO GALE MOUNT AT SAME LEVEL AS RECEPTACLE AND PARALLEL WITH ADJACENT ROAD(S). Shmb NOTE 2: POLES 'B' AND 'C' SHALL BE PROVIDED WITH ONE MANUFACTURER PROVIDED ALUMINUM CROSSARM (1 INCH O.D.), CROSSARM TO BE PIS Nw MOUNTED 1'-0" BELOW TOP OF 'B' POLE AND 1'-0' BELOW LOWER LIGHT FIXTURE ON 'C' POLE. EACH CROSSARM SHALL RUN PERPENDICULAR TO DIRECTION OF ADJACENT ROAD. 972M WATER UNE LEGEND POT D.I. GATE VALVE 12"x10" D.I. REDUCER P T + AND VALVE BOX =POT 21+13.19 "S-1 —K" Existing 10" 4" ,LI , PLO DUCTILE IRON FITTINGS Water Line 12" D.I. WATER LINE DUCTILE IRON GATE VALVE AND VALVE BOX ` t I I 12"x10" D.I. REDUCER I I , �� i HELEN MOFFITT MUELLER Qj STR. Pd6_83 " II DUCTILE IRON REDUCER 1 �� I I, T I 12 D.I. WATER LINE GENERAL NOTES ±000_ _1 -K F " FIRE HYDRANT ASSEMBLY ��. I Q �� �' 10 D.I. GATE VALVE 1. EXISTING UNDERGROUND UTILITIES ARE SHOWN IN THEIR APPROXIMATE _ v � I I � � it � � + 00 '�S 1 --K" AND VALVE BOX LOCATIONS ACCORDING TO THE BEST AVAILABLE INFORMATION. THE I � v CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION DUCTILE IRON WATER PIPE �. OF THE EXISTING UTILITIES AND REPAIRING ANY DAMAGE DONE TO THE LOCATIONS � 10" D.I. TEE UTILITIES DURING PROBING OR CONSTRUCTION. TO OBTAIN FIELD V THRUST BLOCK _EXISTING UNDERGROUND UTILITIES, CALL INDIANA UNDERGROUND CABLE I LII I OF - STR. r16. 82 LOCATION 1-800-382-5544, FULL DEPTH, COMPACTED _ - 4 \ _ - �� S7R_ No f 00 2. PROPOSED MAINS TO INSTALLED WITH 4'-6" MINIMUM COVER. GRANULAR FILL REQUIRED >I / \ -- 3. FULL DEPTH, COMPACTED GRANULAR BACKFILL REQUIRED FOR ALL PIPE UNDER °� �/ I V �� I SIR, No. .�9 PAVEMENT AND WITHIN 5 FEET OF PAVEMENT. \ - - - �_ STR. 3 5 _ � _--- - - _-- --__` FIR HYDRANTS ARE TO B E LOCATED BETWEEN THE CONCRETE SIDEWALK AND / fi - - - 4. ALL E � / \ ��' \I - +-�� _ — _ K OF CURB UNLESS SHOWN OTHERWISE. HYDRANTS IN THESE PLANS MAY t _ + - __ - _ _- - - _ _ THE BACK -BE SHOWN BEYOND THE RIGHT-OF-WAY FOR GRAPHIC CLARITY. - - _ _ _ _ - - - - _ - � I = LINE AS - - - - rr W 5. ALL EXISTING WATER SERVICES SHALL BE CONNECTED TO THE NEW WATER — t�_ - ___� T No. 32 --g3.3 - I- _V1 THE PLANS. ANY WATER SERVICES NOT SHOWN ON THE PLANS, - T -- - -- - -- -- SHOWN ON E _ - DURING CONSTRUCTION SHALL BE CONNECTED TO NEW WATER LINE. - ENCOUNTERED D \ _ - �- - 3 _ 8 —5i_d_ewa - - _ 6. CONTRACTOR SHALL SCHEDULE ACTUAL CONNECTION TO EXISTING WATER MAINS IN - -- - - _ / I \ 33 __ ---__ _'_ - ---: - --- - -- - z =-_ -- - ---- COORDINATE ANY WATERLINE "SHUT DOWN _ ---_- - -— - T MINIMIZE SERVICE INTERRUPTIONS. _ _ --�-- � - -- _ -- - ORDER 0 � � _ � _�- - - �_ _ f Z WITH WATER UTILITY. - / Z 7. ALL EXISTING LINES THAT ARE TO BE PLUGGED AND/OR ABANDONED AS SHOWN --EXISTING 1O" WATER LINE SHALL ON PLANS, SHALL BE DISCONNECTED FROM EXISTING SYSTEM AND DRAINED. THIS BE LOWERED TO AVOID CONFLICT �, %/ o ✓/ - w ACTIVITY SHALL TAKE PLACE AFTER PROPOSED MAIN HAS BEEN TESTED AND ACCEPTED i INTO SERVICE. WITH THE PROPOSED 36 STORM ° i �� - r SEWER. SEE SECTION ON SHEET W6. 3 M CITY CENTER E ( `� ASP!i J, ') 8. WATER MAINS CROSSING ANY AND ALL SEWERS SHALL HAVE A MINIMUM I y Q% q� "- VERTICAL SEPARATION OF 18" BETWEEN THE OUTSIDE OF THE WATER MAIN - /� I I PIPE AND THE SEWER PIPE. ONE FULL LENGTH OF WATER MAIN PIPE (ASPI iAL T) �j >, t f = _ Cn / F THE CROSSING SUCH THAT BOTH _ i SHALL BE CENTERED AT THE POINT 0 - - - _ // LINE K ' F w Ld W JOINTS WILL BE EQUIDISTANT AND AS FAR AWAY FROM THE SEWER AS T 3 0 _- _ I r� a POSSIBLE. IF WATER LINE(S) CROSS BELOW SANITARY SEWER LINE(S), _ _ _ --. - SEWER LINE MUST BE CONSTRUCTED FROM WATER MAIN MATERIAL FOR THAT 4 �� ' N 89° E PARTICULAR SPAN. PIPE SHALL BE ENCASED IN CONCRETE, PER DETAIL - I II IF 18" MINIMUM REQUIREMENT CANNOT BE MET. a 1 -- _ i - - -- - -- _ _ _ _- _ �- _ s 9. THE REMOVAL AND DEMOLITION OF EXISTING FACILITIES ARE THE CONTRACTOR'S z RESPONSIBILITY. EXISTING HYDRANTS AND VALVES TO BE REMOVED SHALL BE DONE \ \ \ o , A SO TO MINIMIZE DAMAGE, THEN SHALL BE DELIVERED TO THE WATER UTILITY c9- ` - o S _ - -- — 10. EXISTING PAVEMENT AND CONCRETE PAVEMENTS ARE TO BE REMOVED FROM �� C - - - - c - _ THE SITE AND DISPOSED OF IN A LEGAL MANNER UNLESS OTHERWISE NOTED. I � ° ��� r� � � � �� � Z Q (n I STR. No. 33 I l a c> �� \ � 11. REMOVAL OF EXISTING CONCRETE AND ASPHALT PAVEMENT INDICATED ON PLANS -- - - - ��� I � _ FIRE RANT ASSEMBLY \ - \ L �� --� 00 MATERIALS. SAWCUT - --- ---- _ ---- -- -- - - - I > _ - - - - - --1 __ -- -- - - - - C.� SHALL INCLUDE ALL AGGREGATE BASE AND SUBGRADE - :_- - — - - -. ��� o _ - - - W o W ALL EXISTING PAVED AREAS. ALL CUTS SHALL BE CLEAN, NEAT AND TRUE TO LINE. REMOVE ALL NON-ORGANIC OR TOXIC MATTER THAT WOULD I o�I� / ✓ A - O W CD INTERFERE WITH PROPOSED PLANT MATERIAL - - - - -_ - -- "--- - LNG W1 - -- - 12 D.I. BLIN4 1=LANGE WITH \ _ \ L _ ! ! -so 84 41 - a � c) 0 a 0 U 12. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL MUD, DIRT, GRAVEL, :� �� i l CONCRETE {RUST BLOCK AND ANY OTHER MATERIALS TRACKED ONTO ANY PUBLIC OR PRIVATE STREETS OR WATER OR OTHER METHODS TO KEEP SIDEWALKS. THE CONTRACTOR MUST USE E - _°�- -- =_ -_ - -- -__- ------ _-- �_ _- ._ _ � - � __ _ - _ _ _ -' ---- -- - - AIRBORNE DUST TO A REQUIRED MINIMUM. r >C)S i;d t r f I. -. - - o - - - --- - - F - - -- - __ _ - _ \ \ - -- _ - - L3 LF OF 12" f}.t. WATER LINE — - - - - - - - - - - - 13. ALL EXCAVATION FOR UTILITIES SHALL BE COORDINATED WITH UTILIT'r COMPANIES -- — _ �- r, THE CONTRACTOR SHALL TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND _ - - - EXISTING UTILITY LINES AND EQUIPMENT VERIFY COVER REQUIREMENTS BY UTILITY --- — COMPANIES SO NOT TO CAUSE DAMAGE. �YYY�� � -- �_- . ��CL�tr.�Clm-t�S- 12 x6 D.Iy TEE _ l� I I I tt 14. ROAD, ROAD SHOULDERS, ROAD PAVEMENT, PARKING PAVEMENT, CURBS, DRIVEWAYS, = II TOP CENTER SIDEWALKS, DITCHES, DRAINAGE PIPES AND STRUCTURES, FENCES, LAWNS, TREES, j r�' ? n + I BUSHES, MAILBOXES, STREET AND PUBLIC SIGNS, ADVERTISEMENT SIGNS, ETC., I a , ` I OF FIRE HYD. DAMAGED DURING CONSTRUCTION SHALL BE RESTORED, RECONSTRUCTED, REPLACED, 7°' / I� r, W I �3 OR PROTECTED BY THE CONTRACTOR AT HIS EXPENSE. ALL DAMAGES TO EXISTING IMPROVEMENTS, EXCAVATION, AND/OR REMOVAL OF ANY AND ALL EXISTING IMPROVEMENTS S - 3 - - it �� I I� _ L- � SHALL BE KEPT TO A MINIMUM AND RESTORED OR REPLACED TO AT LEAST THEIR M.H- C-4-& LINE "K' �64� � a O ' ORIGINAL CONDITION. 101' of 36" Pipe Re�<I'd. �I a; I I �i �ili T lO 15. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL HAVE TEMPORARY SEEDING nv. N w. 819.28 nv. W. 826.00 i �� w I� T I I _ N I I � Ali i `, I ��; „� - � K � MAG.NAIL IN � -J O C� AND MULCHING I I �\ (� __ __ . PWP. 300-250 L N Inv. S.I. 825 62 I I h(�' 0 HELEN MOFFITT MUELLER _ _ _ 16. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE Al HIS EXPENSE ALL AUTOMOBILE Inv. N. 825.67 I i I `. Y w � ti ! Q O (` AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, COUNTY, CITY I J r / I Q OR LOCAL AGENCY. THE AMOUNT, LOCATION AND SIZE SHALL BE PER DIRECTION OF AGENCY 50 LF OF 12" D.I. WATER LINE III I �� A TOP CENTER �/' ° For LeC�er1CI SeF' Sheet NO. C2 00 (FOR FUTURE USE) FOR CONTINUATION SEE SHEET NO. W6 � 57k No. 80 OF FIRE HYD- w BENCH MARK O cD N S'il, Na 81 STR N'o_ 791 - - z . _ �- X -- ---- WBM #1 Top Northeast flange bolt (at tip of arrow) on fire hydrant approx.. O - (DD Q HELEN M OFFI TT MUELLER P.O.T. 29+00.52 "K" � 25' west of the �� of 3rd Ave. SW & approx. 20U' south of =P.O.T. 21+13.19 "S-1 —K" 1 26th St. Sta. 19+01 .85, 2.5.22' "S-1 -K" Lt. EI. 833.88 (P.K. Nail) L _ Q) Q) p V) t/1 r vI L O C a cn � J _ W O j X p U C U C W �i -0 U_ Q o V45 a � 845 00 < � 0 � I Q � � -0 a ° I +4 O UL 0 O w�i 840 W w a 840 m < I � JZ ad • FULL DEP COMPACT Pr sed Profit Grade Along Water Line Q Q �LLI Q Z GRANULAR FILL REQUIRED V g 835 � Z � a I.N Existing Grade Alo Water Lin g---- - - WGCZ w - - - ---- - -- - 830 ZO .1 — 830 �-' W oc 2" D.I., 45` BEN 18 MI CLEARANCE W Vw � ac - 323 LF OF 2" D.I. WA R LINE W 825 ocQ � 825 12" D.I., 45` BEND 12" .i. BLIND F GE WITH 12' D.I., 45' BEND � � W CON RETE THRU BLOCK 18" MIN. LEARANCE 0 _1Z D.L. 4 BEND Ln Ln N 820 50 LF 12° D.I. TER LINE Q — Q U M O N Q SHEET NO. coo o O cD d I � CO 00 X� co CYO W 00 a� o m co LC) rn 0 GRAPHIC SCALE IN FEET 0 0 20 40 60 100 1 0 n a U V 7b,00 IR" HELEN MOFFITT MUELLER / X FLANGE -WITH- V) BLtND- _RETE THRUST-BLOCK- --Hike Path L 113.52' LU PI 35+54.58 0 3 xx_-5 1 R. r j 10 PT 36+12.38 CITY CENTER DRIVE LLJ 1L Li PC 34+96.28 ZL CAUTION: J_ Fiber Optic Telephone Cables Z Coordinate with Telephone Utility-and the 0 I�TR� N.. 41 City of Carmel, prior -to-drily Excavation or Horizontal -Bore. 122 LF OF 8* LLJ in UJ X FIRE HYDRANT ASSEMBLY Z 00 0 cr LVE U_ AIR RFLEASE-- VA PI 32+97,64 0 (940 JEE Z PC 32+40.64 :/7VA1_VE_-P+T GATE -VALVE- CY FIRE HYDRANT AS8EMBLY AN Y_VAEVtFRO Its OTATE-D REVD-.) TEE NPRETE TH Constr. CI 4) CO RUSTBLOCK in -L., 4"E1411 BENCH MARK AS REQ IN 6" TREE Lj in. CY - VIAG.NAIL IN CP#1 501 Mag. Nail set in parking lot aprox. 400' west of the of Ran _j 90' 0' Line Rd. & approx. 35' north of the easterly extension of the M Ln U) 11 0 0 CP#1 504 Hub and Tack set in railroad bed approx. 150' sou th of the (D cr) BRUSH LINE easterly extension of the � of exist. 126th St. 19 01 HELEN MOFFITT 3: 0' 1 CP#1 505 Hub and Tack set in railroad bed approx. 300' south of the For Tunnel Details See Sheet No. C51 -8 X For Legend See Sheet No. C2 easterly extension f the � of exist. 126th St. For Monontrall Detail See Sheet No. 21 (ROTATE UP AS REQ'D.)-/ (ROTATE UF AS REQ'D.) APPROXIMATELY 50 _F OF 10`x10' RECEI)ING PIT 855 855 _25'x10' BORING PIT HORIZONTAL BORE 01TH 24" MIN. STEEL CASING PIPE. SEE CASING DETAIL ON �HEET No. Wil. U-11 j co 845 CL FULL DEPTH, COMPACTEID GRANULAR RILL REQU4RED Z a: Uj LL Q -:-ZZ� W cc UJ 0 835 (n cn LIJ co 300 MIN. CLEARANCE 825 (TYPIICAQ J4 i-n BORING PIT REC_9VI­NG PIT — 0 SHEET NO. HORIZONTAL BOR NTH 2e WIN. Ln STEEL CASING P1 I- SEE CASI qG DETAIL SHEET No. W`1 1. (0 00 00 0C in GRAPHIC SCALE IN FEET TIRE ;',TREE IN 6 6 CN 0 40 60 100 W2 �t �_) -1 r. n 03 OC) 00 00 00 (X) 00 00 co 0� 02 00 03 12" D.I. VALVE HELEN M OFFI TT MUELLER AND VALVE BOX 12"x10" D.I. TEE 10" D.I. WATER LINE + -aa "S- 2 KK" FIRST METHODIST CHURCH OF CARMEL +15.-14 FOR CONTINUATION SEE SHEET N0. W9 ' 50 y 100' P �W v No I I I II h I � I � NEW 10" D.I. WATERLINE — — — I — i•-- — \ Constr. Uimits f j II I Q „ III U IS NOT TO BE"CONNED D \ O ! TO EXISTING 8 D.I. WATER \ I i ------------------------------ -.------ ------- ---- -- ---- I I I ! III 1II I1 I l I o _ LINE AT THIS LOCATION 12" D.I. WATER LINE a 834 W Q I 1 - -835 Z 236- 12" .I. - - 837 - - ,4 L ::j- 838 N D LV OX\ o v � & I � + z Z I II � �0 \ 0"x6" D.I. TEE -------------- -- --- -- _ _ __- - -- - ----- 844 - - - ` - - - - --- - - � - 1 0 I. 45 BEND \\ FIRE HYDRANT -� �S—S M \ \ —� - — — � �. No 58+00 —845 49 - 8� - - - - srk r�o. 5e - - SIR No. 55 Z — Sf� fit 6 - - - -- - - _ - - - - - Th.- ` 3 - -- �� - - -- - - - - - -- 1 _ 10 D.I. 45 BEND X - O - f t} fi ��t � W _ _ I \ _ _ • — \ I i — -- - —\ — onstr. Limits ._- `� / - ----- -- -------- ----- -- -- - - - -- -- ---- -- _ - - - — — — ---�� I —.---- — — --- 1 , S�dPwa k Q �— -- -- ------- --- - r- - - - --- __ - - -- - - - - - -- --`- -" -u c -- ' _. __.— " L .� » � w 10 o I `� -- ;-T - T- � . - POT 40+82.11 ' .I. ATER LINE \ - T __--= T- ' _ - o I- / =POT " ► 'u" ao \ f 1 ct- �i 1 r uci - --tN�t-B#5.6ucl LLJ -POT 71+36.44" S-2-K I -- _- 1 - -- ^ 15" CMP (n / I /� /� I I - \ W Lv / CITY CENTER DRIVE LIJ / _ - _ - c -- - -- - - - - I� -- -- t -- - _ --� f _ _� � _ - -- - _ - - - ��, Exist,n 0 D.I. ter Lin Existing i DJ i-ale, tmP f LINE »�r�- - (to e aband ed) - - } {te-9e +fr +�-serarie�� 4 - (A ,phalt) ( - \ (� _ W 40'+00 I _ { - W W wv IN in W w-- w - H ,,� - — Q S 89°57'01 " � - _ z Q — — - O � _ �\ Y, I I� I EXISTING I�/ALVE EXhSl� G FIRE';HYDRANT �_----- -: z z f I PERMAN TALY OSE i; TO BE ABANONED/REMOVED Z � __ -__ -- _ ` _ � i � + I {_-> ONCE NEW' BOX EAL D � � 26th ST. � z - - I I AND VAL WATE IN __'->. \_-> - - -- - I I Y IS OPER ONAL v :,- z \ SEES SHEET NO. W9- I q N j t II o - v -6 III o O \ O m o 61V E LL- I o0 O g E E ---- --------------- = o vu I + W � W ° J Z - --- -- _ I r W T oc �, a w a' Y v - Q O j )!(Jew > --- -:- x - - --- --- - _ —-_— \ w w f � 1 , -- ---- --,� -- II J-e I � du � u calk34�3 - - - - - - -- T str.- Lirrfits A 2" D.I. TEE - - _ r - 845 _ _ - -- - - -- -- 4 _ _ - - 10" D.I. 228-LF--OF -12__ Q_I.WATER UME 84p -- - __ __ _ __ __ - --7 " I . GATE VALVE - 83 - 1 I A }, - \ �_ a� _ 1 _ AND VALVE BOX / > � 83� i\ 12" I GA VALVE / -- / �. . .. - i � - \ o - - - t 4� A O —835, - - - i I AND VALVE BOX I � L I / =a 8�4 - —y_ I \ I I 11 I I I �� i ' � I - o o Existing 10" D.I. Water Line -- i _ f Q Q - (to remain in service) / � �� - r ��. �,� A Q) (/j O� � D� ��� � � of Z FOR CONTIIN�UATION SEE SHEET NO. W9 ' 1 W < 0 Existing 10" D.I. Water Line � O Q m } 1 (to be abandoned) 0 � ['- QX' HELEN MOFFITT MUELLER ---- - � � � 110' 10" D.I. 90' bend For Legend See Sheet No. C2 C (u c °' -0 -0 a) v CUT X ON A a° C v c c c c c >` S.W. BOLT O Z) -1 :3 - :D OF STOP LIGHT `S LINE "K" O U O J `� CF O O 126TH ST. 3 v u -0 .1 0 � Q) C q) C -- 0 W 3 C t!) J C7 J J CJ W 7D W O C p T} CO C C cn I N _ t» N ( a) p a ;� Q 3 W 855 CUT X ON DOT MHON p x r°a 1 w t� L w r� I X .X v O N.W. BOLT z N.W. SIDE a) bi k- w ~ a OF STOP LIGHT J c E 855 D W P.O.T. 40+82.11 "K" a Proposed P file Grade g Wa r Line C Q J = P.O.T. 71+36.49 "S-2-K" --- O 85 5n - (P.K. Nail) w � �; V xisting Grad Along Wat Line - O p LL DEPTH, PACTED v 8 O W W Im GRANULAR FILL REQUIRED _ - Z d. J 845 w Z Z - Proposed Profile Grade Along Water Line 845 - � ZQ a FULL DEPTH, C ACTED Q Z 10" D.I. 45` BEND 10" D.C. 45• BEND GRANULAR ULAR FILL R QUIRED W (r �, W 840 '�` Existing Grade Algn Water Line � " 1 MIN. CLEARANCE ANCE 8 4 0 Z' O f , I-- W CC W 1 2 LF OF 10 D.I. WATER LINE V W 835 Wa W 835 N 228 LF OF 12" WA R LINE W lb 830 c v a o - N t Ln 825 O 0 0 SHEET NO. Ln 0 "' `o c° EO " ' o ° GRAPHIC SCALE IN FEET 0 M co 00 00 00 «3 0 20 40 60 100 �3 00 ©0 co cXa ap 00 00 � �00 FIRE HYDRANT ASSEMBLY FIRST METHODIST CHURCH OF CARMEL EXISTING FIRE HYDRANT cl�' TO BE ABANONED/REMOVED ci- � Q • Q �' Q ,Z Q ll I ) J D.I. TAPPING VALVE V) AND VALVE BOX I i I I I I - -�- - � --- (D w �> l i / 1 10"x6" D.I. TAPPING SL VE S 1R. No 64B EXISTING 10" WATER LINE Z 00 O T -- -- I ' W�0 . 0 F,STR No 58 onstr. Limits S R. No. 61 �0 _ _ — I I � - - _ - - - -- Proposed- INV - - --- I - - - I � 84� - - — Con - -- -- -- r INV. 6? _ -- - - ---- - - -- -_ .. - - _� S t j �� IN 844.0 - - r LI ts Z � N $4-53 _ � °�is�--•�-__->�r Uci- __ I-vc,-r �Gr--=-! - `�-�- -- _ _ .. _ _ _ _.. - - - - / 77 T T T T— � --T-- - 1� -�-- — - - --- - - _ - _ _ UST UCT UGT- UGT _ `— =LY17T - — — `-1Z - -� - - - ---- Lli G �`— -- 3 - _ „- — — — — — - —<-_ -UGT- - - _ - --UG1- UGT- -UGT - -- - -- — — — - UGT - UGT - - GT - - W - _ T�� — - -a - - - -- --- - STR. No. 6z -- 1 - -- - - �-_�_ _ - --_— .= W - �� - 46 / G Cl - - T10 "17') --- Ext�ttrTg lf3- D.I. W�fe>r-��� --<, G- - -G G _ -- _ G -F » r� - - - - - - cn t 1 - - -- - — _ - - _ - --- c - . _ - - - -- - --- - - - F" 1 �`� - w- w +00 - wv i __ _ o I J -- f S 89 5 7 �' -- �- - - -- - - - -- -- Q 1 _ - QI I f, +f j - - - - - - -- ---- - - ---- -- - - - - - T.C. 847 73--^--- -t -f� { 3 T.C. 846.89 � Z F- _,_ II� =-r5 —_ - EX ICi i +� f=jq 26th �I1. - INV. E 839.99 % - - INV. N 840.05 �- � � /� �(R N�>. 66 INV. E 839.29 g° VCP o I I S Tfl No. 63 INV S 838.25 _ __ I/� I - - - - - - - ---- 00 INV 844.28 > — _ 8" VCp s INV 843.23 - --- - INV. j V u - - -- --- - _ l _ - -- - ----- - - -- - I _ �EX — ---- ..MP S U O �t� hV 83g gg� fi — -- - :2i 12 - _ I - - - - - _ \ / constr.- L J -ft�t S 839 JS 12 , AMP _rte. - - - - la X34 t l 4 } / o INV. �42.78 \ s t str•43 , �— - }-- — — — --- — INV �_ Q W Y _ INV. 8 � i�c- — �!.1.- - I / INV. 484.17 _ r - �_ - 1 :� �� ��•r-� /� .,� - \\ W / W � \� / A Z I V 00 h /� l ° .r x Q W (� I , ,� — O r- / a- �_ c� � - cv O Cn co In 0- CL Q Q a a a a -. c> H - - i� Q Q # 4 Q Q W Q 0 O (D N to O O t (.0 , Q For Legend See Sheet No. C2 Lli a O u. ac O 855 855 W W ac > . < a - ' Z 850 00Q 850 z0 :5 � o. W � Z - � W 845 - 845 Z O —r > WF- W - 0Wm oc O PR FILE THIS SHEE �u w w 840 840 Q �. _ co W V � V CD 0 835 Q v N cr o 3 SHEET N0. 1r 4� GRAPHIC SCALE IN FEET 0 20 40 60 100 4 FJ z i 1 Q�o11X/ , ' j HELEN MOFFITT MUELLER �� - T� A r � I i I I I ASr HAL FUGE 60' Proposed Ditch _ nst. Limi —� - -- - - — - - - — _ - - - D-L BLIND FLANGE WITH - - f3�' - — + y- co 8,31 -- CONCRETE�'HRUST-BCOCF� —830— — — — S 4�' � — -- — — -- — — -- -- -- -- —- — — — — - __ - _ - - W - , ; - - - - - - -_ _ z3.j? I 20-LF OF 12" D.I. WATER LINE - -- - - - - - - - - - - "- -- - -- -- -- - (FOR FUTURE USE) - -830— H- I,12 67 - - a DITCH 12"x10' D.I. REDUCER APP / -_ i,)rCN - - l i 10" D.I. TAPPING VALVE Ex. R W� -- - - -= _- - f = App. Ex. R/W z EXISTING 10'� WATER CiN ;t , __1 _ , - -- -- - AND VALVE BOX _ _ - -- - -- - ------ - ----- --- ------ - --- --- ~LLJ t I -- _ - - w w w— — w-------- w- -- - - w w w -- — - w -- - -- EXISTING 10 WATER LINE _ - - - - �� z 10" D. TAPPING SL€EVE == _ -_- - -- - _ - -- - - - { - RE - - - -- _ - - t 1 0+00 - - -- -- -:- - j Lij 12" 1�0 D� � DU ER f� , w W 1 - - - 3rd AVENUE S.W. v, I 15+04 LINE o __ S— — _-_- N 00 1 - Z 4 W 10" D.I. TAPPING VALVE _ - � -- N _00°46'33" w O �-- - --- -- -- --- & N — -- - - - - - - - - < Z 1 VALVE BOX - Ii � 1 \ -__ - - - -- _ I - - - D - - - AN4 �� ,CAMTA 1 , r — ,� /- - -- - - - - - - l _ Z f'' � KY SEWS — _ - - -__ Ji D 414 116 q 4 ITCH - - - r - - _ — -. _. - . _ - - - -- - - t 7_ 00 _ - o� 3f,o - - ific il;o � I - o _ - o -- F�o— o App. Ex. R/W.j — 2 N C _ / -�-App. Ex. R W - _ 8 - - -- - �_ V 00 0 m i - - - __ _ --- - - _ - - � ---- r - - W ° W CD BEGIN ROAD CONSTRUCTION - f' — --- —f330-- -- — — -�- — -- — — --- -- — — ° �. -� --- - - — _- — -._ __ - --- - - - - - u CD Q U W POT 11 +40, "S-1 —K" -- --- Con t Limits — — --- - -- 40 LF OF 12" D.I. WATER "LINE - --'- "- s: FUTURE USE) FIRE HYDRANT ASSEMBLY .1 - TOP CENTER _ OF FIRE HYD. ��' 12" D. BLIND FLANGE WI�H ' , , 1 � CONCRETE THRUST BLOCK II EXISTING FIRE HYDRANT LINE "K • I ! A TO BE ABANONED/REMOVED I, > i w — I ' 6 D.I. TAPPING VALVE �— -- -- 1 AND VALVE BOX C) cJi, d9, (1 C L MAG.NAILul w�� CD _ N _ y IN PvMT. MAG.NAIL HELEN MOFFITT MUELLER --a -_ 6' `� N IN PVMT. r o `;I H I G cff()0 n n _ d-) P.O.T. 10+00 S-K-1 _ _ For Legend See Sheet No. C? o0 CIA (P.K. Nail) O "t � � x BENCH MARK -- _--- 0 (D Q EXISTING 10" WATER LINE CP#1 520 Rebar with cap set. 10"x6" D.I. TAPPING SLEEVE Sta, 1 1 + 15.03, 80.70' "S-1 -K" Rt. E 832.27 H v J d N 3 � O (n a l � O v c X 7 W V) U W� a O 845 � W 845 W W - > ZQ O LL —� Z oc 835 W Q CL 835 00 . ad cc 0 Proposed Profile Gra Along Wate Line W Z Z 830 Exist ng Grade Al ng Water Lime H Q c� LL DEPTH, COMPACTED � V 3 0 � O a 12" D.I. B ND FLANGE ITH W W RANULAR Fl L REQUIRED CONCRETE RUST BLOC K W n 18" MIN. CLEARANCE W Z 825 825 W W 2" D.I. B-LIN FLANGE WI 1'H > CONCRETE TH UST BLOCK (f� � Q 12" D.I. 46 BEND 20 LF Of 12" .I. WATER E Lm Lri M o _ co �r� Q 40 LF OF 12" D.I. WATE LINE-/ Q Q g O 3 SHEET NO. 3 - 0 - - o - o cXJ N CQ _ rn o 0 GRAPHIC SCALE IN FEET Ln � w C3 oo efl oo • • 0 20 40 60 100 LEN M OFFI TT MUELLER +oo "K" HE ' +00 "K" FOR CONTINUATION SEE SHEET N0. W1 70 70' rvo. 33 C) R. - ' ' + sTR pia_ a'. � , I °° C14 > � � M,F1, L 4 & I - 2S Of 24" Pipe RP.g d. - --- ! I L V \ I _ - - Inv. E . 828.51 N � I 3 0. 32 r _ _ _ �5�) STS. �Jo. »_ � J Inlet M�10 & � Inv. S. 825.68 ,TR. iNo. g3�>_ 18' of f2" Pipe Reg d. Inv. N 825.68 / (I c �� Inv. L. 1828.60 A co I d Inv. W. 828.60 /��� 1 Y �_ I �� B �J �J�J`\J�.-��_��J�_J�_J� i _�_�J�_J`�J�Jam. -�_J� -� �, � �` � n? rn ! ` � CC) � S� No. 35 +60' 1 _ 12" D.I. BLINQ FLANGE WITH 1�_ �-�_� \ i\ CONCRETE THRUST BLOCK " D.I. WATER LINE 60' R/W � t / \ 35 LF OF 12 D � � z (FOR FUTURE USE) STR. No. �5 — .._ ._. / I I v I O 8 _ - - ` _ — — — � Propose co r— — •— — Coast. Limits STR. No. 78 �ItCtT .� _ _ - _ - -- !I �� I - --- _ _ _ .__ " -_ -- ^� `Sldewal_ -__ _TAPPING VALVE _ _-- _ �� _ k I � 1 I ew -74ND--VA6E BOX _ -- - _ ------ - _ - � --- R - 12 x10 D.I. - - - - - - -._- -- _ -- - - _ _ 1 __ _ _- - - - _ - -__ _-_ --- -_.-�- --- - - - ,` / i \ STR. No. 82 `— - - y - - - - t -- - - - --_----- - - --- - - -- - - w - -- - - - - -_ - -- --- - - - - _ - - _ - - - -- - - - w w w w I C I I - C -._ w _ - SEE Sk�EET No. W2 , - ----- O- - -- - -- - -- z 10" D.I. TAPPING SLEEVE I EXISTING-fiB"-VAT-EFL_ LINE I __ w w - w w -- _- - \ EXISTING 10" WATER LINE SHALL w- _ _ - �- — w- w - g'j� - BE LOWERED TO AVOID CONFLICT - 1 WITH THE PROPOSED 36" STORM 1 - - = 12"x10" D.I. REDUCER " PING VALVE - - -- - - _- - - - - -- - --- - - - - E R. S CTl - • 10 D.I. TAP - -- - - - _ -:- - - _ S - - -- - j 6 (ASF'HAt T) O " - BELOW. N C C i - AND VALVE BOX -- w -- -.. -- -- - - - - -- - - - - -- - w - - cn - 3rd AVENUE S_W. _ --{ P T 29+ 3.1 1 Kam- - - -- - - UNE S-1–K t _ 2 "K" z - _- -- -- I N 00'46'33" W f�,3� - -_ I __-- === �_ _ - - - \ _ -_ - � ' - POT 5 � ,� z o -- - - -- I - - - - r F VC AN-ITARY..SF_ ER - -- - - - _ - - } Z - -- - 3Hn -3H0 - - - - - - _ - I� Z --- / - AH0 - 3f ) \ \ N d - - -----�H 3H0 a0 C i 8� _ - - - 3iJO - ANC) - - } 3H0 -- - STR. Jo 8 ) U - 3E G - 3FIO - - \7 I SIR. No. 303-11 -_ - -- /- IHO Slk, No. 74 _ _-- _ -_ - _ /) i -1 ---- O Sidewalk, o W Y U F'ath - ��33 - �83� E3 � ( cat --- - -- 80 LF OF 12 D.I. WATER LINE — — �---- -- — _ M _- �- , � - -- _ -- ---- ---= -- - --- - _ . - � _ _- - -- - -- - - -- - - -- _ �) � I I I� SIR, NoAin- +25 (FOR FUTURE USE) _ —� _. -- -- -- Const. Limits - — — -- — — I � � � I 60' R W FIRE HYDRANT ASSEMBLY z ,ANGE WITH srR_ rJ�= 3C�3A __� I ` � f 12 D.I. BLIND FL EXISTING FIRE HYDRANT sonitary r�I; & 1 I Z I CK 32' o• 1 C" P��� iZeg'd. U I ' � � I / 60� CONCRETE THRUST BLO E ABANONED REMOVED I w TO B / Inv N. 82 / 60' I I � � � � � � I I� � i �I I a \ nv. W. �z6 �c� I ��� � \ ! � � STR�Ib_36 � E � I \ POT 16+00 39 Rt., Line S CV N B 1 +0 Line„ �-2- r i I ', w i ! � \ I(U, � III J - o r-- B Re 'd .I. TAPPING VALVE I I \ I I o Monument Type q AND VALVE BOX - - 1 II ` I l � � I � .Cf) Ln Co i w ', 0 1I z \� � w w +00 "K" FOR CONTINUATION SEE SHEET N0. W1 +00 "K" � 0 00 M II 17, I 60 For Legend See Sheet No. C2 60 __J o X (B BENCH MARK O c0 , Q WBM#1 Top northeast flange bolt (at tip of arrow) on fire hydrant approx — I 10t'x6" D.I. TAPPING SLEEVE 25' west of the � of 3rd Ave. SW & approx. 200' south of HELEN MOFFITT MUELLER 126th St. Sta. 19+01 .85, 25.22' "S-1 -K" Lt. El. 833.88 EXISTING 10" WATER LINE a_ U a1 a_ � o 3 � _ 4? a � 0 +1 0 7) o Q) in o o a - v) 0 in E - a C) 0 o - a V) CL C/) Cr. W 840 W - W Z u. .X • - � � Q ac 840 w W Z a . 835 OCD Proposed Profile Gr de Along ater Line � ZD Z 44E z Wo 835 ULL DEPTH, COMPACTED n water Lin roposed rofile Gres Along W ter Line RANULAR FI REQUIRED 830 Q xJstln Gr de Along g c� - W W FULL DEPTH, COMPACTED W 830 GRANULAR F L REQUIRED � XISTING 10" WATER LINE - - - - - - � W W 7/F/ 825 Q > 825 CONCRET LIND THRUST BL WITH 10" D.I. 45 BEND V co 12" D.I. UN D FLAN WITH o CONC THRUST B CK M Ln BO LF F 12" D.I. WATER LINE 12" D 1. 45' BE Q 35 LF OF 12" D.I. WATER LINE 16" MIN. CLEARANCE- le Q u, MIN. CLEARANCE d 10" D.I. 45' BE D m 16" MIN. CLEA CE w 0 rn ry SHEET NO. Ln GRAPHIC SCALE IN FEET 0 �0 40 U, 60 100 W6 rn N II M 00 u�. x co i • 12" D.I. GATE VALVE AND VALVE BOX -- FIRE HYDRANT ASSEMBLY III .. AMERICAN UNITED LIFE_ INSURANCE CO. �12 D.I. TEE i II E. NICHOLAS KESTNER Q, ; cr- III X W Q BEGIN ROAD CONSTRUCTION f- -- LLJ a `,`,'I STA. 40+40 S-2—K " 12" D.I. WATER LINE 12 x6 D.I. REDUCER U 111 F i ZI j App. Ex. Provisional R W APP Ex. R/W AF p. Ex. R W - W �_ App. Ex. R/W- I�, � ---- - _� ��-�- � �- _ � T IfJD RF �` V = APP f --- ---- - --- t �_ Ex. R/W - I RANGE LINE ROAD - - - RANGE LINE ROAD LLJ { f 1 �1i 164 LF OF 12" D.I. WATER LINE z W 4a+ao 0+00 �' '',' LINE „S-2—K"--\ �� Q 4 - - - LINE 3iS-2—K" - - N �.I - ,� 7•, i -- - N 00 ` 0' Z o � 0 Z Z 00 I � z „ _- {i � — f - - - •- r> O ------- L, L��. _ W W W ao O 1 �A P P Ex. R/W _ s - W J _ , - - - - ° a v w d Y i - �- fit---- /� p E R/Wes- --- — ---------- -- _ + __-- _- -_-_--- - - - -- � p App.- P-Ex. R/W App. Ex. R/W- �� Existing 6 D.I. Water Line ---��--� / r -main in service tai _ . LLJ X/ r r I' i /// ✓ W I \, Temporary R/W f - - - 12" D.I. WATER LINE (I Q� III ! 12"x6" D.I. REDUCER - > a I II o – W Q a o I � 00 ( C I II Li i 6 D.I. 90' BEND Of �, c J — c� 0 III Q Q DONALD M. & �' PHILLIP L. & �; �, Ln III Q I 6" D.I. GATE VALVE v Q Q WANETA DUNKERLY a JUDITH E. STEWART .o � W AND VALVE BOX w °- 1 Existing 6" Water Line THELMA K. & For Legend See sheet No. C2 0 o C � ��� to remain in service.- � �� X Existing 6" Water Line RICHARD A. TRAUTEUTTER BENCH MARK. ° � � � Q to be abadoned_ -- -- � - 6" D.I. BLIND FLANGE WITH CP#1531 Pk Nail set in southeast corner Carmel Plaza parking lot. CONCRETE THRUST BLOCK Sta. 61 +35.45, 72.79' "RL" Lt. El 834-08 a) a) a a a) C D c a C C C U J J w J U J J J O L U Q 00 Q L U a) 1 y �(n C = a) C �_ C CL 1 a) Cy) _r N =' Q) Q W C -H Q aY w 1 x C p Q C i Win C W (n C ] C- � cn � X W X X X C W W C W U) Q W W W 0 J aC UL 850 850 W 0 W Z � > - a I ad Uj 845 845 Q Z FULL DEPTH, COMPACTED Z Z CL GRANULAR Flt REQUIRED w Z a _ - W � - 840 840 Z 0 Z �. W O Existing ra e long Water Line--­,,,, Proposed Pr if Grade Along Water Line W 0 NOTE: V W � � W � Z 835 835 oCQ A PAR OF AL RNATE ID NO.1 . — CC j U W C0 Z o Qo LIB rn 18" MIN. CLEARANCE--/ 1 LF OF 12" D.I. WATER LINE o 12" D.I. ' BEND 12" D.I. 45' BEND 18" MIN. CLEARANCE SHEET N0. o v ,n ) LC) 03 W m CC 0 GRAPHIC SCALE IN FEET �' ; 0 20 40 60 100 W7 AMERICAN UNITED LIFE INSURANCE CO. TRUSTEE OF THE DECLARATION OF TRUST C: Existing 8" D.I. Water Line 8" D.I. TAPPING SLEEVE Or JAMES E. & BETTY J. HUFFER s" D.I. TAPPING VALVE AND VALVE BOX a G=j o 8" D.I. 90' BEND . . - '3" �i' 11 v + ° / ��II �' 12 D.I. WA TER LINE - V) \ - 2» " X 8D.I. TEE LLJ x - p y - - +8o Tern or"r ow �o i - HELEN MOFFIT�F MUELLER -,2 -- - � II X34 _ _ m " 6'� 12" D.I., 45' BENDS J _- + 00 � 12 x6 D.I. TEE-\ __ � � I 6-D' - I h 5 ------ --------- /� - ------ x TEE - _ ' 2" 6" D.I.D ��J �� ---- - --- - --- -: IL s- I�: � --- __ - -___ ---- - --- --------------- - - - - � 1-- J' 5836 8 602 LF OF 12" D.I. WATER LINE-� r, -- 12"-D:I.-GATE -VALE 835— O r - - - - i - - - - - t3.36 it �AL't!E OX �Nfl S C / -T - a � _. - - - - - - - - _ - - - 3I -�,c�ns�ructloh �m�ts - ----� R C� �'A E x�re-vi�s i o n a I �,. � -_Sa�2.--Cam �3D - - - -- - - -- -- — - — __ � _- -- _ -- - -- --- --- - t �l_. i i hat R W- _�. _ _ - - - -- a _ -- --- - - - - - _ - _� - - ----— - - - - - - E _ + -- -- - - _- � - _ _- r � - - _��_-� - _- -- - ------ __ - - --- �--- --__ r ---7- - y App. Ex. R/W � - _ -- - - - -- - - - As�F�a_r i _ - - - - - ---- -- - -- -Q - - - - - - _. - - - - x. R W — �-— -- -- - -- - aa,+� - - PP - - - --- - - - - --- --- - -- -- -- - -- -- - --- - = l -_---- - - -- - - -- -- -- _ �- -- - - 4+ ER 6t tE�2fi� - - _- - - - - - - - _ _ _ - -- - - - - - -- r- _ - - - - L � I O - - - _ r 1, - - - - - Ld TT, LLJ „ Ht',('K CUR{3 lil TR. 0. 94 - - 1 - -_ - FIRE H - t w _ _ HYDRANT ASS - ,. c - F'i ,, f FIRE HYDRANT ASSEMBLY �, :, EXISTING VALVE TO BE w _ - z �,11t 110. sy; (�(_� � � 1 � _ 3�3�'- __ � PERMANENTLY CLOSED 4� � RANGE LINE ROAD w W . r l�,. y z/ w Awl- VALVE BOX SEALED- - - - - --- - -- - _ _ _ --- F- 3'3s �f -C IS OPERATIONAL,- 65+00 � ONCE NEW WATER LINE LINE -�2—K z p xr- - - - _ i �/ O w _ / N 0 0 3'5 7" W — -- -- -- -- - - z v' m ill - -- k � - ~ G Oi - - - - - --._ - -----_ Z t F-- x - -�-- - - - - -- - _ -- O I— r .. _ - - U vc" O O --- -- ---- _. _ - - - -- -- - — - -- - - - -- - I-- co f — — 1 _ _ - - - - - � -E - - W W _ - - t T ,- - -- - -- _ L1J W - E _ - L - I - W W - -- - - - = W- Wr W �` - — _ J - -- n- o LU _ - - - - -- - -- - p p �, I I (� II - - - -- - -- - - -- - �� ---- - _ r=-__� --T Ap�EX R/W - - - - - - _ - A3 - - - 4 1 -- -------------------------- --�, - -- - - SEE SHEET NO. W3 Ik ",-�- - h � FOR CON IO E T NO I ��� i R TIN�JAT N SE S�k1EE i � W F W ( n LAPP Ex- 'Rill SCI' D'rJC Z Provisional R/W ,. +00 / s � m �� W , � �4arE5 -4 CO 7?__ A l l /x -- 12 D.I. ATE VAL 350 LF OF 12'� D.I. WATER LINE (BASE�I Ctj AND VAhVE BOX s �� 12 D.I. GATE VA c A ��� > V �)(� 8�5'� t U O -- - =_ � I _ AND VALVE Box v l �: - --- - 6 0 } F� i x ti i -- - _- +— rJ 25G - � TRRTF F-12" ATER LNE- ALAB_ID_ -Q J- y 1 -4- — ---- __ --- —- - - - / - - - -- - - -- f - - - -- -- -- I - --- -- --- --__. - T - - CD — — — _ ---- --- - -- _ -- -- - - - r - • 00 - - c R o. 0 \ -- - -- - - - - - - - - - R. Jo. 00 - - - - _- - - - - -��- - - --- -- - ----- -------- -- -- - - - .. r - - -- - - CC E '( -- -- -- - - - -- - -- __ ?A` - - T RI- r- - - / SI[� 'JJ c ----- --- E - - _ - ..t- - -- - - -- - - - - - - - - LLI - - CF+AIR SACK CUNH - / - - - _ -- --- - ! -- - - - - r 1 I - LLl tr_Li --- - - - ft z, z --- w t w I GZ cn �b I v �_ v> �> SEE SHEET NO. W3 - a-, ��. �� <� P.O. 71 +36.49 S-2—K !I w -- — = 1 - _— w Q> - - - -- - � ' - - — 40+82.11 .,K„ w w �, K�, 3 ► _ - `-�t, eO 3 r 3+z <,; - n - -- - = z o - z LINE S-2— — - N o0 0 — - — cn _- _ N �, �„ O „ ALTERNATE _ _ _—_—__��— - - -- - e E O --- - - BID N-- -- — --— - ---------- --- �A BID � I '� � ,�_ Q O i � Z II I I z \ \ ' RANGE LINE ROAD �� � z n 3 - Z - !I ? O _- - - -- I �.= o - ---- � Z H r- o -w - — w--- w a 1- w w w O - c� _ w w co 0 - - o a vS - - - - - - I o t L ci -- �- v � - -� or- Ln U' w o� Y 71 1 Q ^ x- o ' - - X r 1 \ 1 I R ,o 4 00 n , ' 1 A` - I II °, ,' �� 1 fi . I 17s �p I II - l I �I �,� �� 09 "S-2-K' P �: 72+�$ 00 �' r' P I1 N ). L � , Ln � I � F �r L- �en� � � � O - RENCH MARE- -----� -- -- cl �. - P1 `,0� Mug Nall. set In narking lot approx. R' west f the back of the cone. sidewalk, on the C2 d LJ — Y - t west side of Range Line Rd., approx. 1 �>U north of the intersecti��n of Rarlge Line Rd. EL 00 rr1 and 1 26th St Sta. 72 + 765"', 4?. 6RL" Lt. El. 849.51 0 — n � lli -J X O � � cfl Q I CP#1 ')2 Uniset Nail set in cone. walk on the west side of Range Line Rd. approx. 175 south of FOR CONTINUATION SEE SHEET N0. W3 �)�) "K" the intersection of Range Line Rd. and 126th St. (1' Sta. 69 + 5232, 33.58 "R L" Lt. EI- 845.32 CL U N a> (J-) DO O E I Q � CL �� 860 860 Q W J O 855 W O 855 W z > - a cc ed FULL DEPTH COMPACTED 850 Q U Uj Q z 850 Proposed Profile Grade Along Water trine GRANULAR ILL REQUIRE � . zo QZ a. FA W pC — 0 O� Q Existing Grade Alo g Water Line " 845 Z 8 45 W o � � VW � -----------�- W a: W —7 840 oC Q z 840 - - H' V Q 350 LF OF 12" D.I. WATER LINE-/ c W ui 835 -- ` ' Q o� - o �I a 250 LF OF 12" D I. WATER UIS E ALTERNATE BASE BID CD cr Q BID NO. 1 SHEET NO. 0 ui M co °C) a rn L ) (Fit o o rn �, a, 00 �> GRAPHIC SCALE IN FEET Lo r- + 00 �iieo - � <» � c� - *air +' � � °" °�° °�° 0 20 40 60 100 W9 � � r7 c# � d -- -t 't 00 00 00 a) 00 00 a) 00 0o 00 ao 00 o co ©00 00 00 CO 00 OD MYERS RALT�Y CO. LP HARRY C. ELLIOTT C11—, MIDAS PROPERTIES INC. ,, a TEMPORARY R/W REQUIRED Q a n CL '- 84 25'x10' BORING PIT I � (Asphoit) -� l 510 LF OF 12" D.I. WATER LINE 6 - _ - 12" D.I. 45' BEND - STR_ No. 105 (ROTATE AS REQUIRED) I ---I NEW R/W REQUIRED +05 — '� - - - - _- ---- 112"x6" D.I. TEE _ + - - j j T A s h o I t) T - 8 g - pp --Ex, Provisional R - I - _ -- -- - - _ SIR, No.--?0 - - - PP �. 5 �' I � A Ex R W i � PP — - - - _ - 1 _ - - -- - - - RCP - - _ - - -- f- - _ _ _ - --- - - -- - _ _ -_ G _ _ -- _. \ r r - 4- l ---- - -- - - - - -- - ?- 1 T � r 1 -T r w y �� ! \ FIRE (HYDRANT ASSEMBLY I \ `' ' APPROXIMATELY 85 LF OF w _ - - HORIZONTAL BORE WITH 24" -- -=_=- ���, `S: � � � �, _ � i �_ '_ MIN. STEEL CASING PIPE. _° 1 Lli �_ ° � _ --- - - �5+oQ RANGE LINE ROAD_ E CASING DETAIL ON Lli - - I W �,� T=--, - -- SHEFT NO. W11. LINE S—2—K so+oo 0 \ o - - ,- - _ � � ;� J - NUO°00'33"E --- - I - Z Existing 8" D.I. Water Line Z I ' - - -- - - - - I- - -- - -- W - 0) - - - - - - - - -_ --- � -- - - - -- - — -- 1 - - - - - _ — - -- - - _ - - Vd J _ - - W ; --- -- - ---- S f F� L O NV - - -- -- — - -- - �C -_ W W_ � 1 -_ u� i w_ w - -� W- - — „-- w w ----w------ -- -w -- -- _ — W a- i II - O " F— I° sTR No. 04 / CONCRETE BLIND HRU THRUST K H T•' U Lu o o W - - r - - - - - Ex. W - P R W Ex. R W - � IL Q 8 W a Y 2 R� - - _'� - -- _- - - 12" D.I. TEE F-- �� a v7 G 0 U . r EXISTING FIRE HYDRANT TO BE ABANONED/REMOVED / / .�� �' h / f `� '^ �/ r n Q I 12" D.I. GATE VALVE MAG.NAIL 10'x10' RECEIVING PIT : AND VALVE BOX IN TOP of 1� �') CURB CARMEL WELDING THOMAS D. & �� FIRST METHODIST CHURCH OF CARMEL CAROLINE R. WILSON o o �� LINE K A' x x C lt7 / w W o� 3 00 RANGE LINE �� �, ROAD END ROAD CONSTRUCTION a — S E C Q Q END OF CENTER OF -� � 0 — / / ff 1�ff " CURB N.W. BOLT � � N O STA. 76+05 "S-2—K" 12 D.I. BLIND FLANGE WITH ON LIGHT f- N t� ! CONCRETE THRUST BLOCK For Legend See Sheet No. C2 P.O.T. 80+00 "S—K-1 " � a (P.K. Nail) 0 00 N BENCH MARK _ O C (D X / CP#1500 Mag Nail set in parking lot approx. 8' west of the back of the cone. sidewalk on the Q i west side of Range Line Rd., approx. 150' north of the intersection of Range Line Rd. and 126th St. Sta. 72+76.52, 42.26' "RL" Lt. El. 849.51 v c C v a Q) a a� o C U Q, C to m `CO � X Q1� W W �3 C CC X � . Q W C 0 j w - 855 _ _ oc o U. _ - 855 W W � 850 __ _ - - � W Q z 850 aCq - z0 Proposed Profile Grade long Water line - - -- __ - - W Z CL 845 --- - _ --- -- - 845 ~ a Z0 .1�- W o W t— 0 W W - - - Existing G ade Along Water Line 840 u _ - ! - W a z -- - 840 oC d . j _ CO) CD lei 835 _ - 12" D.I. BLIND FLANGE TH z CONCRETE RUST BLOCK Ln Q FULL DEPTH. COMPACTED .,.,., GRANULAR LL REQUIRE Q 510 LF OF 12" .!. WATER ... , .,,, N11-RECEIVING PIT o - 12" D.I. 45' BEND 18" MIN. CLEARANCE SHEET NO. Ln - BORING Pt 18" MIN. CLEARANCE APPR IMATELY 85 LF OF -_ - 0 - - HORIZ TAL BORE TH 24" `n - MIN. S EL CASING PIPE. GRAPHIC SCALE IN FEET rnn cQ � - cam _ ram W10 SEE C SING DETAI ON oo 00 0� ao co - � ac, SHEET NO. W11. 0 20 40 60 100 i R BRANCH PRESSURE PIPE JOINT RESTRAINT TABLE »A» U 3" 4" 6" 8" 12" L" 16Vc f �� " i Length Of Pipe To Be Restrained L" D" Vr.f. L" D" Vc.f. L" D" Vc.f _ 20' N In Each Direction From � Of Bend 6" MIN. MH Frame And Cover L" D" Vc.f.' C D' Vc.f L' D" Vc. Based On 150 PSI Test Pressure (TYP•)- CLASS "A" CONCRETE REQ'D. v Curb Box With Cover NOTES _ _ o Neenah R-1642, Or Fqunl 3" 12 5 1 0.5 11 Degree i _� v � For Watertight Installations 1. Manhole Ste p s shall be M.A. Industries � - - • _� or Equal 4" 10 6 0.5 111 8 0.8 ' Of Bend 6" 8" 10" 12" 14" 16" 18" 20" 24" 30' _ - •- ._ _ _ >, Neenah R-1916-F, rr Equal Model PS--1 WATER" Cast In Cover. - 6" 1 8 0.8 18 12 1.9 90',Tees --_ - - --- \ C Air Release Valve shall be VAL-MATIC - - - 27' 35' 42' 50' 58' 65' 73' 80' 95' 115' � ° Model 25, or Equal- 8" 8 8 0.5 10 9 0.7 18 12 1.9 23 16 3.5 & Plugs "4 BARS a Flat Slab Top g 12 6 1 0.6 8 1 2 0.8 18 12 1.9 23 16 3.5 38 22 8.7 45' 7' 9' 11' 13' 15' 17' 19' 21' 24' 29' _ "L" LENGTH ~------ - `) 3; 4i 5; 6i 7; 8; 9' 10' 12' 14' "A" Curb Stop rice I lop IOfHStruct re -- I D-T - _�� 16' 6 16 0.8 6 16 0.8 14 16 2.0 20 18 3.3 136 23 8 7 �' 49 30 13.6 I F-12 1/2 P -Co ete Bock C ighe han I I 1/4' 2 2 3 3 4 4 4 5 6 7' -- -- -- -- -- ---- =Tn 20' 6 20 1.0 6 20 1.0 11 20 1.9 18 20 3.3 35 24 8-7 46 32 13.6 60 38 26.5, - Adjacent Ground 24' 6 24 1.2 6 24 1.2 9 24 1.9 15124 3.3 30 28 8.7 i 42 36 14.0 54 42 26.311 68 48 45.4 6' MIN. Corporation Stop - - -i I I=) _ - - _ Restrained Joints Shall Be Mechanical Joint With Retainer Glands, US Pipe -i- �(�P ) Mueller H-15008, Or Equal 4'--0° Dia STEEL WILL BE USED AS REQUIRED BY THE ENGINEER TR Flex Joint System, US Pipe Field LOK Gasket System, Or Equal Water Main MH Riser 1y2 Diameter Air Line Vent Double Strap Service Saddle ASTM C478�� 12" Anchor Firmly to Manhole i Min. Wall & Ceiling_ 1 NOTE: THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS N % (See Note No 1} o THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED. / Length _Varies 1' f O-Ring Gaskets _ o ASTM C443 Air Release Valve, Install Per �IPE DIA. + 2� x #4 BARS - - -- Z - (TYP ) 2'TYP (Verify) Manufacturer's Recommendations. O -� r JOINT RESTRAINT TABLE SECTION "A - A" --�� Water Line -� 00 NO SCALE +�� �- W ; I 0- PIPE ENCASEMENT DETAIL - � ': f STABILIZATION NO SCALE ' opper Service Line o PRACTICE JAN. FEB. MAR APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC_ NOTES, Flexible Watertight Joints - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - g PERMANENT 1) 1" Or Smaller Service Line Shall Be Direct Tap By Kor-N-Seal Or E ual a °°° a a \\ SECTION A - A SEEDING A //// I //// �/ I / ► Unless Approved By Carmel Utilities q -- °o°o° - a -_ -�- Concrete Blocking As Required j vv°vv°°vvv vvvvvvvvvvvvovvvvvvv vvv NOTES - .__ -_ ___ __ _ _ __ - - - - _- - _ _ _ _ _ _ _ _ _ _ 2) Corporation Stop Shall Be Errand And Model vvvovvovvv vvvvvvvvvvvvvvvvvvvcvv 'V j ] O v v v v v O v O v v V v v v v v v v v V v v° °v `7 v v O O v 'J O 1. THRUST BU�Ck DESIGNED TEMPORARY B _ _ C -_- -� Approved By Carmel Utilities ,v v v v v v v v v/v v v v v v v v v v v v v v v v v v v v v v v v 2. CONCRETE P r r i;E OPLACED ING. SE -- -- _ - - - - - - D - - - •/// I ///• ♦ _ - - - - -- ) Service iilne`,Separation Be�l�istalled With A Min. 1 )" v v v v v v v v v v v v v v v v v o v v v v- - - - - 1 lace Min Ho A A ` SEEDING 3 (Shall Place Concrete Base i Ho i 4 AGAINST NDISTURBEC, _ _ __ ___ Edge Of Pavement 5'-0" Drian Hole P W; CO 4� 1 2 E W. UJ 3. ROVtIDE CLEARANCE FOR MULCHING - - - - - - - - - - - - - - - - - - Pavement- Attached ArTo The Corporation q )t eC A Swing Join �ontorinn To INDOT 2 1 1.02b) F- PLAN VIEW ACCESS m ALL JOINT':, 0 - t - t t � A = KENTUCKY BLUEGRASS W M TURF TYPE TALL FESCUE 40%, ANNUAL RYEGRA SS 20% WATER SERVICE DETAIL AIR RELEASE VALVE PIT DETAIL Z PLUS 2 TONS OF STRAW MULCH/ ACRE NO SCALE. APPLY MIXTURE AT A RATE OF 2 LBS. PER 1 000 SQ F7 �- -Select Excavated Material Or Special - �1 NO SCALE I Backfill Hand Tamped In 6" Layers Approved Excavated Material THRUST' BLOCK F B = SPRING OATS 3 BUSHEL PER ACRE C OR TEES � Unless Otherwise Directed NO SCALE C = WHEAT OR RYE 2 BUSHEL PER ACRE 011 C = ANNUAL. RYEGRASS (1 LB. PER 1000 SQ. FT ) 0 w E = STRAW MULCH (90 LBS. PER 1000 SQ.FT.) r z v? z V CO o z : � 0 Note: Select Excavated Material Or Special Backfill Shall Be Placed Under W UJ L= / / IRRIGATION NEEDED DURING JUNE, JULY, AND / OR SEPTEMBER All Pavements And Within The Limits Shown Above. 1 '--0" Minimum --- 7 O J DEGREE OF BEND Ondisturbed Ground Match Existing Pavement O 0-) 1� Q SIZE IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD Material And Thickness � Q V W Cd Y OF Special Backfill Shall Conform To INDOT 211.O2b 11 1/4- 22 1/2' 45' 90' - - Existin Pavement, Saw- a in 0 co 0 C1 V PIPE SIZE "W' "U"++ T' 9 NOTE: ALL SEEDING SHALL HAVE 12-12-12 FERTILIZER APPLIED Select Excavated Material Shall Be Approved By Engineer. -- Cut Straight Edge L" D" Vc.f. L" p" Vc.f. L" D" Vc.f. L" D" Vc.f. NOTES 6" 2'-6" 2'-0" 4" 400--600 LBS PER ACRE OR AS SPECIFIED. 3" 4 3 0.1 6 4 0.2 10 4 0.3 10 4 0.3 1 THRUST BLOCK DESIGNED 8° 2'-6" 2'--1" 4" -Approved Excavated Material In Unpaved 10 -6" -3" 4" «- Areas Unless Otherwise Directed 4" 5 4 0.2 9 5 0.4 14 5 0.61114 5 0.6 FOR 3000 PSF SOIL BEARING. -,. _ .,. - --� 2 CONCRETE TO BE PLACED 12" 2'-9" 2'-5" 4" 6" 8 6 0.5112 7 0.7 20 8 1.4 18 9 1.7 AGAINST UNDISTURBED SEEDING SCHEDULE LIMITS OF SPECIAL BACKFILL 15" 3'-0" 2'-8" 5° -T? %--- 8" 9 8 0.7 16 9 1.4 24 12 2.7 25 11 4.0 3 PROVIDE CLEARANCE FOR NO SCALE NO SCALE 18" 3'-6" 3'-0" 5" //�\; ! Note: Under Existing Sewers, Water Lines, 21" 3'-11" 3'-4" 6" ��/ /� Gas lines, Telephone gable And 12" 14 12 1.8 24 14 3.6 36 18 6.9 32 1810.7 ACCESS TO ALL JOINTS. Electrical Conduits, Backfill With 16" 18 16 3.4 32 18 6.7 36 32 13.4 41 26 25.4 24' 4'-3" 3'-8" 6" ��� V� Granular Bedding aterial To The 20" 25 20 6.4 +30 11. 49 36 20. 50 32 46.5 ?� 5' 6" 3' 1 1" 6" Special Backfill Under ---- AI// // ° g Pavement, Drives, WalksCenterline Of The Existing Utility 24" 27 24 9.0 18. 60 42 35 58 40 77 7 -30"- 4'-4" 6" Or Where Ordered Tamped �� ' VA! Lines. 4" Grouting Pipe -� P // / 36 6' 3" 5' 2" 6" In 6" Layers \ � - STEEL WILL BE USED AS REQUIRED BY THE ENGINEER 1Mox. Clear Between / Vent Pipe 4� -11" g" Special Backfill Shall ��� /� �' �� a O Masonry Plug x= Spacers & Cosin9 Pipe - - --- Conform To INDOT ?11 .02b !„ - �- For Flexible Pipe With Solid Or Profile 00 y 9 �A 48 7'-4 9' �� � Walls, Granular Bedding Material Shall Be CL C) Steel Encasement Pipe j Masonry Plug 54' 8'-0' y.. PLaced And Hand Tamped In 6" Layers E cJ O A A I I - �, ---- O y\ 60° 8 6" 9" 4 To A Minimum Of 1"-0" Above Pipe. d� A i \ - ,Yi" 4' MA)( \\ \ \ %\\1s /`/ �/f / // // // / // �;, y 8, --- 1 0„ fj� o;�� z oar //, - __` c� U ct f -_ 78 - - - - ° ° Bed In fled Granular W Q F- - -- -10 ° a ' o Pipe ral T-t_ /r ° °a ° 4 i' Bedding Material Hand Tamped In �- a C0 J 7� _Z`,L L� _�_ �� ,��-T Undisturbed Earth- --- -- g _ F _� � 10' 3" 10" 6, _ c� -� � �-' �'? h' Layers To Pipe Centerline O (D d /V/��/ /\_ASV/ Cj 0 TRENCH SCHEDULE Bedding Material Shall Conform �t - c\1 I X :. ' : -- -----1 +- -i - - - - T o INDOT D OT 9 0 3 0 Size e N c 8 - > _ 1 W, Of U_ At I �- � Table Is For ASTM D-30.34, Wali Thickness T�.,L� �f Pipe (.y 44 4 p a u__ _ , �- �- --- - ' v a SDP 35 For 6" 15" And A TM lass S ' any F-679 Wall Thickness Class T 1 For w \ \ \ \ \ \ \ \ \ \ \ \ \ V / 18" 36. For other Flexible Pipes, / /i./i./�./�./�. �/ \�\�\/ �\/\�\�\�\�\�\�\�\� /\/x\/� / * Note:"w" Is The Maximum Width For Rigid Pipes. L I L - SECTION A - A Minimum Trench Width ' tl" `hntl Meet 9 P ` Class B Conc. Cradle Class B Conc. Crod/e Manufacturer's Requirements "U' Is The Minimum Width For Flexible Pipes To First Pipe Joint Grout To First Pipe Joint In Accordance With ASTM 90' BENDS BENDS LESS THAN 90' Consult Wlth Regulatory Granular Bedding Agency To Verfly if Grout Granular Bedding Conforming To INDOT /s Required. 90,.02, Size No. B TRENCH DETAIL "AND TRENCH SCHEDULE THRUST BLOCK FOR BENDS N�� ScALF HORIZONTAL AND VERTICAL SAG Cascod Stainless Steel Spacers Or Equal • NO SCALE 6'-0" Max. C/C. Allow Q ` 1 Max. Clearance Between Note: Spacers & Casing Pipe Weld All Encasement Pipe Joints ♦: 'Steel Casing Pipe W WZ CONCRETE COLLAR CASING DETAIL > J Q NO SCALE Z FINISH GRADE--- Mueller Centurion A-4'23, Or Equal 10' MIN- W Painted 'Safety Yellow" i�j// \/ / /�WATER MAIN _----------TOP BARREL ---------__ � �;;;; ,;;;, Z J �\ SANITARY OR STORM SEWER - WATER MAIN Existing Water Main New Water Main, Shall 1'-6" �'�� W 6"Valve Box -� �`� Be Installed Under The //,; Tapping Sleeve See Trench Detail Min <, Existing Water Main For Backfill Requirements a Ow W C) %/ /% v > WATER MAIN WATER MAIN Q �% ��.��. . „�;� / Q / RATED PIPE WATER M /, /ji m NOTE: WHEN LATERAL SEPARATION SANITARY OR -- 1'-0" Min. l� LOWER BARREL �) Valve CLEARANCE NEEDEL. VERTICAL STORM SEWER Valve Existing Water Main VA' Tee 4 - Bedding Material Conforming r CREOSOTED z '/ / 'i Varies / Water Main • . I I- 2"x6"x 1'-6" WOOD �� , ��A�- d 4 4 4 To INDOT 903.0, Size No. 8 - j / BLOCKING-------__ // One 8" 6" Solid vvvvvvvovvv - / / 8"x xl I 12" Min j v v v v v o v v v v v \���\\\/\i\\�j \� _ 1 0' (MIN.) 1 0' (MIN-) U m POLYETHYLENE /. Tee - M.J.--/ Hydrant Assem���\� ��\�� lass'B" Concrete WATER MAIN � �� / �� v v v v v v v v v v � / /i\\ Conc. Block Or 6"Min. -- / � vwvvvvvoovv Q WRAP %� vvv v v v v Restrained SANITARY LESS THAN 1 OR o New Water Main OR SANITARY % Bend °v o o v°v Length And Fittings Base On t,ndisturbed �, STORM SEWER _ E 8 IS BELOW STORM SEWER 9 WHERE WATER I '� As Required vvv v v v v As Required Ground - SANITARY SEWER q vvov oovv O.D. V-0" D. Q - _ m Q v vv vovv v N ✓; OTE . V ri � \� a es MIN TYF - j '� %�� /• �\ i, / - �- - --- - - - Z / O 1. At High Points Along Main Water Line Where Indicated On Drawings, Anchoring Tee a o jA o Shall Be Set At 45' Angle Upwards And Connected To 6" 45• Bend Main Water o NOTE: Bed Pipe In Specified Granular Line Shall Be Lowered ro Provide Sufficient Cover As Specified. WATER MAIN RATED PIPE x- FLEXIBLE COUPLING OR ADAPTER U-1 3,000 PSI CONC. Bedding Material Hand Tamped In m a y m All Joints Shall Be Restrained �- s ed 6 Layers To Pipe Restrained Exce t In Run Of Tee. FLEXIBLE COUPLING OR ADAPTER 3 . THRUST BLOCK 1 %/�: Exce t In The Run Of Tee. Y p Centerline 2 All Joints Shall Be p \\---CONCRETE C _ P Bedding Material. Shall Conform E OLLAR �/ �/�/�/�/'� %�i� /: /��i /,� /�/1 T 3 Hydrants Shall Be Set At 500' Max. Horizontal Distance, Or Less As � ecified By CONCRETE COLLAR NX To INDOT 903.0, Size No. 8 Y �p � HEET NQ. TRENCH WIDTH PLAN SECTION SIDE VIEW FRONT VIEW MINIMUM CROSSOVER & SEPARATION REQUIREMENTS FOR WATER MAINS, GATE VALVE BOX SETTING WATER MAIN CONNECTION DETAIL FIRE HYDRANT ASSEMBLY SANITARY SEWERS STORM SEWERS In NO SCALE NO SCALE NO SCALE o NO SCALE W11 U SECTION 02224 - CONDUIT CONSTRUCTION - SPECIAL CROSSINGS C- The jacking pipe shall be constructed to provide not less than 20 feet PART 2 - PRODUCTS 12. AWWA C600 section 1 1-4 shall not apply, and section 1 1 5 shall apply clearance between the side of the pit adjacent to the track or road and the unless indicated otherwise. PART 1 - GENERAL centerline of the track or road measured at right angles, or as shown on the 2.01 MATERIALS plans. Open trenches shall be properly sheeted and braced when and where 13. Anchorage for hydrants shall be through anchoring fittings as specified 1 1 DESCRIPTION necessary to provide safe working conditions and protection for track, highway, A Pipe Ductile iron, ANSI a-21.51 or AWWA C151, Pressure Class 350, See detail sheet. No other means are acceptable roads, structures and utilities. with AWWA C104 cement mortar lining, AWWA C153 bituminous coating, with A Scope AWWA C1 1 1 slip-on rubber gasketed joints. 14. Shut downs: D. Provide and maintain during casing and conduit installation, backfill pits b. Furnish and install casing pipes beneath streets, highways, and railroads at locations shown on plans or as directed by the Engineer. Excavation for B. Underground-Type Plastic Line Markers Manufacturer's standard a. When portions of existing water distributions system are required to be and do related work necessary to complete work shown or specified. pits shall be sheeted as necessary. permanent, bright-colored, continuous-printed plastic tape, intended for valved off to make new connections, minimum one week advance notice shall direct-burial service, not less than 6" wide x 4 mils thick. Provide blue be given to municipality's water department and shall be shown on schedule. B Codes. Specifications, and Standards E. Remove all excavated material and replace or change existing structures type with block printing reading "CAUTION WATER LINE BURIED BELOW." or utilities encountered to the satisfaction of the Engineer. Acceptable Manufacturers: Allen Systems, Inc., Seton Name Plate Corp., b. Times for shutdown shall be coordinated with and shall be at the Codes, specifications, and standards referred to by number of title shall or approved equal. discretion of Owner. form a part of this specification to the extent required by the references 3.2 CONSTRUCTION OF CASING PIPE BY METHODS OTHER THAN JACKING OR thereto. Latest revisions shall apply, unless otherwise shown or specified. BORING C Fittings: Ductile-iron, slip-on joint, ANSI A--21.10 or AWWA C 1 10 with thickness c. Existing valves shall be operated and closed only by water department class of 53; cement lined, AWWA C104; and rubber-gasket joints, AWWA C105. personnel. C. Definitions The installation of the casing pipe by methods other than the jacking method must be performed in a manner which meets with prior approval of D. Polyethylene Encasement: All ductile iron pipe, fittings, and d. New connections shall be made using "wet-tap" method. However, in ASTM - American Society of Testing Materials. the authorities. Any expense incurred in connection with the construction of appurtenances shall be encased in polyethylene encasement provided per the the event that a water line is required to be shut down, it shall be done such the crossing, removal, replacement, or maintenance resulting from the manufacturers recommendations. The encasement and it's installation shall that water service is shut off to users for maximum four hours. 1.2 PERMITS construction of the casing pipe and the conduit shall be at the expense of meet all requirements of AWWA C105. the Contractor. e. Twenty four hours advance notice shall be given to affected water The permits for crossings shall be obtained by the Owner. The Contractor F Topping Sleeves: Mechanical joint type with split end gasket and two users that their water will be shut off. Contractor shall deliver notices to Z shall give notification to the Railroad, Highway Department, or Street 3.3 INSTALLATION OF CONDUIT piece glands suitable for pipe being topped. Longitudinal gaskets shall fit those affected indicating date, time, and duration of shut down. O Department prior to the start of the work. Do not start work until all against end gaskets providing enclosed watertight seal. Clow Part no arrangements are completed and permission is given by the appropriate A. The conduit designated on the drawings shall be as specified in other F-5205 or accepted substitution. f. Water may be shut off for maximum of four hours, and requires co authority to start the work. Sections for the type of conduit, whether water main, gravity sanitary sewer, approval by municipality > storm sewer, force main, or electrical conduit. F Tapping Valves: AWWA C500 compatible with tapping sleeve, 175 psi W 1.3 RAILROAD CROSSINGS minimum working pressure. Iron body, bronze mounted, double disc, parallel 3.03 Pipe Testing B. Jointing of the conduit pipe shall be as specified in other Sections for seat, non-rising stem, left hand open, 2" square operating nut, flanged inlet A. Furnish and install all necessary barricades, warning signals and devices the type of pipe material and joint fittings. and mechanical joint outlet connections- 0--ring type packing Clow Part A. Hydrostatic Tests: Pressure and leakage testing shall be done in at all special 'crossings. Employ all watchmen as required by the Railroad. No F--5093 or accepted substitution. accordance with AWWA standard C600. The Contractor shall notify the City of The Railroad shall be reimbursed by the Contractor for all costs of equipment C. As the work of installing the conduit progresses, fill the space between Carmel 2 working days prior to testing. The City of Carmel and personnel assigned by the Railroad to construction activities of this the outer shell of the conduit and the tunnel liner or casing. The Engineer G. Gate Valves: AWWA C500, 175 psi minimum working pressure. Iron representative shall be present for all testing. The Contractor shall provide project shall have the right to limit the length of conduit placed in any one step body, bronze mounted, double disc, parallel seat, non-rising stem, left hand all temporary bracing for testing operations. before filling the space to insure that said space is completely filled in a open, 2 square operating nut, mechanical joint ends, 0-ring type packing. B The Contractor shall, at his own expense, provide all insurance coverage satisfactory manner. Acceptable manufacturer is Kennedy, or approved equal. a. Contractor shall furnish all equipment, labor, and materials necessary for of the types and in the amounts as required by the Railroad, including but the hydrostatic pressure and leakage test on all mains under the supervision riot limited to, a "Railroad Protective Policy." Before work on any special D. Place the conduit into and through the steel casing at locations shown H Valve Boxes: Two-piece screw type shaft, 5" minimum inside diameter, of city personnel I crossing commences, submit written evidence of such required insurance. on plans. Employ suitable methods to maintain tight joints, to the satisfaction cast iron of 1/4" minimum thickness, flared base. "WATER" cast on lid with of the Engineer. minimum 1-112" skirt depth b. Tests pressure shall be 100 psi or 150% of normal pipe operating pressure, C. Install the crossing in accordance with the American-Railway Engineering which ever is greater. -- --- -- -- ---- Association Standards Part 5, Pipelines, Section 2, Specifications for Pipelines 3.4 BASIS OF PAYMENT L Glands, Gaskets, Bolts, and Nuts: AWWA C111. Conveying Non-Flammable Substances Construction under railroad c Leakage test pressure sholl not be less than the maximum operating UJI right-of-way shall be approved and sanctioned by the applicable Railroad, A. The unit price (lineal foot) for boring or jacking shall include all the J. Fire Hydrant Assemblies: (Includes tee, valve, valve box, adapter pipe, pressure of the pipe The duration of the leakage test shall not be less a following work: tree trimming, tree removal and disposal, excavation for bore and hydrant); approved by the City of Carmel. See detail sheet. than two hours. Allowable leakage shall not exceed 9 gal/in of pipe diameter Q 1.4 BORINGS AND CASING pits and receiving pits, disposal of excavation, base stabilization, sheet piling, per mile of pipe in 24hr. dewatering, the carrier pipe, the casing pipe, approved joints, guide rails, 1. Tee: Mechanical joint with 6' branch line for anchoring and locking -- --- - - -- -- -- The Contractor shall be responsible for installing welded steel pipe casings backfill material and placement, utility adjustments, temporary surface, hydrant assembly in place without thrust blocks. Clow Part No F- 121?, d Prepare reports for all testing activities as shown or specified, in accordance with approved jacking and boring temporary access drive (if required), pavement removal, securing of permits American Part No. A-10180, or Tyler Pipe Part No. 5--125 Include split Z methods. The Contractor shall maintain the exact lines and grades, as shown, and associated costs, testing of materials and any other requirements to gland 3.04 CLEANING for the entire length of the steel casing. Before beginning any work, the complete the construction in accordance with the contract plans and Contractor shall submit to the Engineer plans and details describing the specifications. 2. 6" Valve and Valve Box: See Items F and G. A. Notify the City of Carmel representative at least 2 working days prior materials and methods which he proposes to use. Do not proceed with the to the commencement of cleaning and disinfection activities. Clean and work until such plans and methods have been reviewed for conformity with B The final payment shall be based upon the field measurement of actual 3. Adapter Pipe: 6" diameter by 2'-0" long minimum for locking valve disinfect water-distribution piping as follows � the approved permit by the Engineer. The review by the Engineer of any plan footage installed. to hydrant. Clow Part No F-1216, Tyler Part No 5-198 or method shall not relieve the Contractor of his responsibility in any way. 1. Purge all new water-distribution piping systems and parts of existing Q Ld systems that have been altered, extended, or repaired, prior to use. z 4. Hydrant: AWWA C502, 5--1/4" valve opening with 6" barrel. Two Y P� P Z c- Z to = 1.5 SUBMITTALS SECTION 02620-UTILITIES (GAS, ELECTRIC, TELEPHONE AND TV.) 2- 112" nozzles, One 4-1/2" nozzle, ground line breakable flange, self O ''_ � d draining, threads and operating nut sizes conforming to municipality standard. 2. Use the purging and disinfecting procedure proscribed by the authority 00 O Z 12 :2 :2 A. Submittals shall be as specified in the General Conditions. 1. Utilities: it shall be the responsibility of each contractor having jurisdiction or, in case a method is not prescribed by that authority, W O W to verify ll existing utilities and conditions pertaining to K Pipe Couplings. Suitable for size and a between pipes being coupled. use the procedure described in AWWA C651, or as described below � O Y 9 p 9 P gap P P 9 P � W J B Submit the following his phase of work. it shall also be the contractor's Dresser styles 38, 138, 40 or accepted substitution O O d responsibility to contact the owners of the various utilities a. Comply with NFPA 24 for flushing of piping- Flush the piping system cc LLB Cd Y 1. Manufacturer's Certificate of Compliance certifying compliance with the before work is started. the contractor shall notify in writing L. Concrete: Minimum 3500 psi/28 days compressive strength; ready mixed with clean, potable water until dirty water does not appear at the points of 0- in Q O o Q (J referenced specifications and standards. the owners or the engineer of any changes, errors or omissions conforming to ASTM C 94, made with Type I or Type II Portland cement (ASTM C 150) outlet. found on these plans or in the field before work is started or 2. Certified copies of reports of factory tests specified in this Section and resumed. M. Granular Materials. b Fill the system or part thereof with a water/chlorine solution containing required by the referenced standards. at least 50 parts per million of chlorine- Isolate (valve off) the system or 2. If active utilities are encountered but not shown on the 1. Bedding: Number 8 stone, conforming to INDOT 903.02. part thereof and allow to stand for 24 hours. 3. Plans and details describing materials and methods proposed by the drawings, the engineer and utility representative shall be Contractor for use in special crossings. advised before work is continued. 2. Fine: Clean, natural, unwashed sand, graded from fine to coarse, c Dram the system or part thereof of the previous solution and refill conforming to INDOT 211.02b. Bank-run or pit-run sand may be with a water/chlorine solution containing of least 200 parts per million of 1 6 GENERAL PROCEDURES 3 Inactive and abandoned utilities encountered in excavating and acceptable if meeting these requirements. chlorine and isolate and allow to stand for 3 hours A. The Contractor shall be prepared to attend all meetings and provide an grading operations shall reported to the engineer and ti y 3. Coarse: Bank-run ravel or fill sand, conforming o INDOT 211.021 d. Following the allowed standing time, flush the system with clean, necessary data, reports, information, details, and construction schedules as utility company. they shalll l be removed, plugged or rapped as gravel potable water until chlorine does not remain in the water coming from the requested by the owner, Railroad, or the State Highway. directed by the utility company and engineer. N. Backfill: Clean earth from excavations, free of organic material, rocks system. or grovel larger than 4" in diameter in any dimension, debris, waste, frozen B The Engineer, Railroad, or State Highway shall review and modify as 4. Rules and regulations governing the respective utilities shall materials, and other deleterious matter, to be approved by Engineer e Submit water samples in sterile bottles to the authority having O be observed in executing all work under this section. jurisdiction, Re peat the procedure if the biological�c E LC) necessary and scheduling of any or all construction activities under the j f p a al examination made by the O O railroad or highway right-of-way in order to prevent interruption to traffic. authority shows evidence of contamination_ _ 5. Granular backfill shall be required for all utility crossings 00 The Contractor shall include the cost for such procedures in his bid and PART 3 - EXECUTION i � shall not be entitled to any change in contract amount on account of such under pavement areas except for utilities which are bored or B Prepare reports for all purging and disinfecting activities. O C procedures pushed under street. 3.01 EXAMINATION x --j E N O O C All work sholl be done in a careful, workmanlike- manner to the 6. Conduit shall be required for all crossings under pavement A General: Examine areas and conditions under which water system's F- CV satisfaction of the proper officials, as well as the Engineer. areas. contractor shall coordinate with each respective materials and products are to be installed Do not proceed with work until cl:� O O -,zj- r (\ utility for their location and installation. conduit shall be satisfactory conditions are present. LLJ ?: Q 4" pvc schedule 20 or approved equal. p Cn N-) PART 2 - PRODUCTS 3.02 INSTALLATION J O 00 N 7 Existing storm sewers, sanitary sewers, water mains, gas O - N r-- X 2.1 STEEL CASING moins, electric ducts, telephone ducts, steam mains and other A. Excavation O Q underground structures have been shown on the plans according 3: _ L_ A The casing pipe and joints shall be of steel construction. The casing pipe to the best available information. the exact location and 1 Perform excavating work through whatever materials are encountered and joints shall be capable of withstanding the load of railroad roadbed, protection of these facilities and structures, their support (including rock), in obtaining indicated elevations Perform removal c>t any track, and traffic or the load of pavement, subgrade, and traffic, as and maintenance in operation during construction (in obstructions to obtain this condition at no cost to Owner opplicoble. The casing pipe and joints shall be constructed to prevent leakage cooperation with the proper authorities of the utility of any matter form the lasing or conduit throughout its entire length, except involved), is the express responsibility of the contractor in 2. Excavate trench bottoms to point that undercuts a minimum of 3" at the ends of the casing where the ends are left open. the performance of his contract and in the preparation of his below bells an 4" below the barrel of pipe Backfill undercut with granular bid. material to point so that template or hand shovel can be used to shape ^ B The casing pipe shall be welded steel pipe, new and unused material in material to fit lower quadrant of pipe in its entire length between joints �Q! accordance with urrent ASTM Specrf cations A-139 Grade B for "Electric AWWA 0600 Section 6.5 and 6.10 shall not apply. Fusion of Welded Steel Pipe: with a minimum yield of 35,000 psi. The inside SECTION 02666 - WATER DISTRIBUTION SYSTEM FJ diameter shall be of least four inches greater than the largest diameter of 3. Use sheeting to support trench walls as required per OSHA Standards the conduits main joint PART 1 - GENERAL C The minimum wall thickness of the casing pipe shall be as shown in 4 Remove excess and unsatisfactory e�<cavated material from site and the following table. 1 01 SUMMARY dispose of in legal manner. Stockpile satisfactory excavated material at distance from banks of trenches sufficient to avoid overloading and cave-ins, Diameter Minimum Wall Thickness (Inches) but in no case closer than 1/2 depth of excavation, Provide adequate of Casin Under Hii hwo Under Railroad A- Section Includes 9 Y drainage around stockpiled material, shunting surface water away from open Under 14" 0 'S0 0.188 1- Water distribution system for domestic water systems. trenches 14" 0250 0219 16" 0 2250 Q219 Excavation and backfill as specified within these sections. B. Piping Installation 18" 050 0-250 1. Ins ect e before installation for a arent detects. Mark individual 20 0 375 0 281 3. Installation of all required concrete thrust blocks, and/or restrained joints. P P P PP defective materials with white paint and promptly remove from site. cc 22' 0 375 0.31 24" 0 315 0-344 4. Flushing, cleansing, and disinfecting piping system. 2. Install system in accordance with AWWA C600 "Standard for Installation 26" 0 375 0-375 of Ductile-Iron Water Mains and Their Appurtenances." Keep copy of this UJ 28" 0 500 0.406 5. Testing of piping systerris 30 0 500 0 40f> standard at project site for reference. W Z 32° 0.500 0.438 " 0 50 0 0 469 1.02 SUBMITTALS In placing pipe, jointing, bedding, backfilling and embankment 34 c Co construction, exercise care to see that pipe is not damaged during unloading 36" 0.500 0.469 or placement on bed, during compaction of backfill, by movement of heavy � Z 38" 0.500 0500 A Product Data. Pipe types and sizes, tapping sleeves and valves, fire equipment over fill, or by any other forces that may cause damage Z 40 0 500 0 500 hydrant assemblies, gate valves, fittings, couplings, valve boxes and other Remove and replace any pipe which is not in true alignment and grade, or W 42" 2500 0.500 misc. products proposed for use. which shows undue settlement after laying or is otherwise damaged. D The exterior walls of eosin sholl be coated with protective coal tar, red B. Quality Control Submittals Q g P 4. Install piping only by laying sections of pipe up slope, installing spigot lead, or bitumastic material, after the welding of each joint has been ends into previously laid bell ends. Install piping with uniform bearing along Z Z completed. 1. Hydrostatic Test Results From pressure and leakage tests documenting its length. dote, witness of test, and test procedure � � .- E When casing is installed without benefit of a protective coating and the 5. Backfill under and around pipe with bedding material extending up to Casin is not cathodical) rote(ted, the wall thickness shown above shall be C. Project Record Documents: At project close-out, submit record drawings 9 Y P level equal to bottom 112 pipe diameter. Then place fine clean backfill fill increased to the nearest standard site. which is a minimum of 0 063 inches of installed water system piping identifying locations of installed piping, valves, material and compact some in 6" lifts up to a line 12" above top of pipe Z �� neater than the thickness shown except for diameter under 12-3/4 inches- g e points. 9 and fitting from known reference. as initial backfill. Above this level use one of following U. F The ends of the casing shall be suitably protected against the entrance 1.03 QUALITY ASSURANCE a- In lawn areas, use clean earth backfill and place in 6" lifts and LU 0 W of foreign material which might prevent ready removal of the conduit. A. Codes and Standards compact to 90% maximum density (at optimum moisture content) as 1-- 0 determined by Modified Proctor Tests, ASTM D 1557 Extend backfill up to 1. Comply with "American Water Works Association (AWWA) standards to required subgrade, or, M � W PART 3 - EXECUTION P Y ( extent indicated by references herein 3 1 CONSTRUCTION OF CASING PIPE b. In paved areas, use pit run fill materiels, place in 5" lifts and 2. Comply with requirement of governing authorities having jurisdiction for compact to 95% maximum density (at optimum moisture content) as ♦� A. The casing operation and installing shall proceed from a it, excavated work along property lines and on determined by Modified Proctor Tests, ASTM D 1557 CO g p g p p g p p y public property. at a safe distance from the edge of the highway, railroad, or utility and 6. Cut offs sheeting at 2'-0" below finish grade when bockfilling reaches shall be constructed without interruption to highway traffic or rail traffic. B. Installer's Qualifications: Not less than three years experience installing that approximate level. co water distribution systems of type required. B The conduit shall be installed inside a casing pipe of the length shown 7. During backfilling, install continuous underground-type plastic line on the plans Except as otherwise permitted by the appropriate authorities, 1 04 PROJECT CONDITIONS d morkers, located directly over and 24" above buried lines the casing pipe shall be bored or jacked into place to satisfactory ill nment and rode for its entire len< th. A Should unknown active utilities be broken during excavation work, stop ' 9 9 T 8. Water for testing, filling, and flushing shall be from approved source w work immediately Do not proceed further with work until decision has been available from municipality without charge- r reached regarding repair, disposition or relocation of utilities. Coordinate with the Engineer and the utility company 9. 54-inch minimum cover she!! be maintained at new work except os required to transition up to meet existing water line elevations. 54 inch s 1 05 SEQUENCING AND SCHEDULING minimum cover shall be maintained below future finish grade lines as r A. Construction Sequence: Submit proposed detailed construction sequence indicated for connection to active water mains, shutting down of active water mains 10 Not more than 30 feet of trench shall be dug_ in advance of U coordinated with municipality's water department, and proposed method of completed pipe laying excavation. �' disinfection of new syste . SH NO. 11. Blocking as specified in AWWA C600 Section 8 shall not be provided except concrete blocks shall be used where pipe is to be encased in .r concrete n al C7 U G , Ci W12 a .l° 17 00 - 836 Ac = 111.24 836 - - 8 834 - _. - _ - _ _ : : _ - 34 _ � :- Ac 20 51 , � t v' 8 - . J 832 - - 3o Vf - 6.24 . � f 39 8 = 830 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 I 16 50 836 - - - fi - - -- -_ 8 , - - . - __ ,. _ - - � _ _ 834 834 - - - _ - - i 832 832 Vf - 6 00 Af 2 16 830 - Z 830 - O -120 -110 -100 -90 80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 _ w cc 16 00 Ac , = 836 836 No. 16 834 Vc = 167.42 834 - - _ 4_ - 8 32 - .,„y - - - O ' Vf - 22.33 832 - 830 830 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 Xmi STR. No. 14 STR. No. 15 w ' a 15 50 0 836 Ac 78.01 -- 836 Vc = 109.54 z° 834 834 - - T 832 Af = 18.07 832 « o 830 Vf = 63.11 830 -120 -110 -100 -90 --80 -70 -60 -50 -40 -- 30 -20 -10 0 10' 20 30 40 50 60 70 80 90 100 110 1 '_0 ao O oo Z Q 1500 U �' o � � � 836 Ac = 39.13 LU -i 03 836 834 Vc = 38.50 O o 834 832 Af = 43.40 ,�, ., , - a D V1 O D U 832 00 00 830 Vf 121 . 830 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 14 50 _ 838 838 ��� STR._: No. 3 836 = Ac 2 - . 836 - 34 - - _ , - _ - 8 Af - 88.00 834 _ Vf = 166.60 832 832 � STR. No. 11 no !a� S1 R. No. 12 830 a 830 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 0 00 C Ln a a � J E N o0 14+ 00 � � ` ' � � 840 Ac = 15.93 - � ° 840 : 838 Vc = 310.93 C 838 -- _ 836 Af = 91 .93 o a Q 836 _ .,� 834 Vf = 118.84 �t a 834 : 3 _ r� x 832 Q 832 00 830 830 E„y -120 -110 - 100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 13 + 50 S 848 : 848 a 846 846 844 Ac = 319.87 844 Vc = 546.29 842 842 840 Af = 36.42 840 - : : Vf = 51.14 838 838 - ;� - 836 -_ - ._ : 836 , . r- ri 834 834 o© ,� 832 832 . . -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 W w 13 00 � -� st W 1 846 846 8 Ac = 270.12 J - - - Vc = 302.55 Q 844 _ . . _ 842 842 .- - _ - : . ,- 840 = Af 18.81 z co 840 - - - - Vf = 4 .09 - 0 - T - o 838 , _ - - - - 838 - , - - - - - a m 836 : WQ z 836 -- - - - 4 834 - _ 00 mcr 83 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 Ow v W � w 12 50 V . �844 844 _ _ T . 842 t -- __ -i - _ _ _ ,_ -- - Af = 24.49 4 840 __ - ,,; Vf = 22.68 840 - -- - -. _ -__ 838 - 0 838 - - o ' - : 36 V co - - _ - _ � : 836 8 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 TA. 12+ 11 . 49 "K" Q 12 00 BEGIN PROJECTS p 844 - - - 842 842 - - - - --- T - - - 838 o 840 - s 8 SHEET NO 838 � -� 36 836 . ._ __ ,- _ 8 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 i r! a s R n Q� Y U 22 50 �cn 836 - _ - 836 Ac = 83 80 834 : - - -_ : 834 = S No 8� � -. - a Vc 203.38 832 - _ 832 = , - Af 22 56 830 ! - t tn 830 Vf = 54.74 828 - � : _ � .ar _: : 828 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 ? 2 � 00. 0 838 - - 838 - , = 836 836 - 205.23 C - Vc �u 834 . _ 834 Af = 30.61 832 832 Vf = 64 _ .07 , 830 .M : : 830 00 co ; 828 828 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 M 21 - 50 836 836 Ac - . 834 - : 834 - 832 - - � - _ 832 VC - 1 4. �ui - _ 830 n � 830 Vf = 51.69 . : : - - 828 °° °° 828 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 Z 836 - - 21 + 00 - _ _ 836 Ac = 78.85 00 rn Z 0 834 - -+ 1 : : : 834 Vc = 141.19 a - -- -- - cn 83 2 t --------- - 8 3 = o - m - ----- ._ 2 Af 18 99 V N � � � � - - - - — 830 -. - - : 830 Vf - 34.4 � �� 2 828 °° o0 828 -120 -110 -100 -90 -80 -70 -60 50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 a G G G U 20 50 834 - - 834 832 . . _ : _ - - 832 Ac 4 _ Vc 152.80 830 -- __,_ _ - -_ 830 - 828 - - :� : 828 - _ Vf = 21.79 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 a � o L 00 20 00 � � � NO � 834 834 Ac = 90.65 °' L - - QTR. . No. 22 V 190 58 � _ �- 832 ._ _ -_ - 832 = - -p .� N 830 : 830 Af = 7.87 Tn- - 828 00 : 828 Vf = 8.96 O � � N _ - -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 STR. No. 20 STR. No. 21 19 50 834 834 A 11319 - — 832 . :_ © . _- 832 V 245-99 _ - - — 830 ,t"' .,;, - - 830 C — 828 co ,°Q - -:_ 828 Vf — 1 86 -120 -110 --100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 - 19 + 00 836 836 834 _ : : - 834 - ' C ' STR. :� N o �9 832 : - -: - - 832 Vc = 288.50 830 - - 830 Vf 3 4 Fj 8281 -11 1 -90 -80 -70 -60 -50 -40 _30 -20 -10 00 Vf 10 2t0 30 40 50 6 828 = .6 W 20 0 - 00 0 70 80 90 100 110 120 W Z ■ STR. No. 17 STR. No. 18 mi 18 50 t'rWZ J _ _ - 836 -- i _ :- - - 836 - ; t : _ - 834 -_ _ _ : - - 834 - _ Vc = 269.57 832 - 832 __ C -; - - - 83o r- -- - , _ _ Vf 8.9 8 30 8 _ W � O -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 Z O W.r t~J W � W 18 00 V ui 836 _ 836 834 --— - _ - 834 - co Ac 12819 � - .�, Vc = 224-98 832 ,� .,� 832 = 830 - 00 °f' 830 Af - 5.80 -120 -110 -100 -90 -80 -70 -60 50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120. Vf = 13.14 �„' c 17 50 Q 836 836 Ac = 114.79 834 834 = ° 832 _ : ,�� .,�� r _ ' Vc 212-50 832 - , Af 6.54 $ 830 rt. u 830 Vf = 10.67 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 SHEET N0. x X=2 28t 00 836 - N . - Ac _ 834 U-; :a r 832 - - - --- - -. _ - 832 - Vc 101 45 � - - : - . _ 830 _ m , - 830 - . _, � Af 27.32 _ _ - � -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 Vf = 45.23 836 _, , 2 7 �0 - ; _ _ � 836 834 34 = 65.10 z 832 - ;__ t - - - - - - 832 = 9 - . C 8 - _ - Vc 135 4 830 - 830 W 828120 1 -. - 828 Vf = 32.89 cc - 10 -100 -90 -80 -70 -60 50 40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 27 00 834 - - i STR. : No. 1 834 Ac = 81.43 832 832 Vc = 156.60 -+ 830 _ - -- 830 Af = 8.87 828 828 Vf = 18.69 -- - -- - -- -- -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 O 0 60 70 80 90 100 110 120 L STR. No. 29 STR. No. 30 a 26150 834 34 Ac - 87.70 832 _ h 832 Vc = 136.28 830 830 _ 828 : n ; 828 Af - 11.32 a 4 Vf = 22.51 c � -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 Z � V) Q U N o � Mi W W 26 00 0 w a � o 834 -_ 834 Ac = 8410 ad U _ m Z U W � Y 832 : STR. : No. 28 832 Vc = 137.90 a o co U 830 - _ o .o _ _ 830 Af = 9.56 828 828 Vf = 30.61 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 STR. No. 26 STR. No. 27 25 50 834 . 834 - Ac 4 a, 832 832 - o Ac 196 8 9 - _ - - 830 : . o 'C5 830 Af - o tn 828 a 828 Vf = 44.04 o✓ C) c Ln -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 N p p � �_ L N � a o d f� O 00 N 25100 __ _ 834 - 834 3 0 : C X 832 832 Vc = 61 .46 r 830 - o -- 830 Vf = 51.38 Ey 828 m 828 f.Y -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 W� S 24 50 a : _ 834 � 834 Ac 61 .35 832 ti 832 Vc = 110.98 830 -- : 83o Af = 26.07 828 � 828 Vf = 60.98 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 Q 24 00 W 836 836 834 834 - 832 STR, ; NO. 2 : 832 = J , Vc 111.6 3 > Q LiJ 830 - : 830 Vf 67.30 Af 31 19 Z 828 - 828 W J Fj -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 Q 1 STR. No. 23 STR. No. 24 � Q � ZZ � 23 50 . WQ _ Z 836 - 836 - 0 - - _ Ac- - 834 -_ 834 V 128.08 _ 832 N 832 Af = 32.01 W _ oW V 830 830 _ W 828 : 828 00 00 Vf 60 43 V -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 cc co c co 23 00 - V O 836 - 836 _ - - - , Ac = 76.28 r , 834 - - r 834 - V 832 + _ 830 ,; 830 Af - 24 73 828 ' .0O 828 Vf 49.20 Q -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 Q a s : SHEET N0. 3 Y! R X-3 32150 48 _ _ - _ : 846 846 844 fi 844 842 Ac 0 842 - -- _ _ _ - - 840 - Vc - 0 840 _ - ' : 838 - 838 : 836 - STR. No 41 Vf 2992 55 STR -N Q 40 � _ ' 836 834 834 ST1 No- 42 - 1 - _ - - 832 832 -_ - _ :- - 830 d 0 830 , 828 zo h 828 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 Ix 32 00 846 846 : 844 844 842 842 1 840 = 840 : 838 AC — 0 838 : 836 VC --- — --- H36 : : . : � Af = 1252.31 834 834 : � : :° � 832 Vf = 2353.25 W 832 N 830 Q 830 m 00 828 -- - _ 828 -120 -110 - 100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 G Z 31 + 50 00 844 : : t :- 842 Z o - - : 840 842 AC _ 0 Q to N � Q In 840 - 838 VC — 0 ' U N p � � � � ,- 838 : : 836 = 0j G Af 957.70 W 836 : 834 Vf = 1734.55 834 . -_ 832 CO 832 - : `�' : 830 830 828 828 ' -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 1' ' 10 20 30 40 50 60 70 80 90 100 110 120 31 � 001 842 842 , - : 840 > 840 838 Ac = o _ = - 838 �_ ,_. - _ - _ _ 836 -. ; ; 834 Af 671.27 c 00 834 : : : 832 Vf = 1192.96 00 . � cs> 832 : - _ _. - no 830 _ O -- - 830 f } t 828 w a ' � Q rn 828 —60' — 0 —40 —30 —20 —10 0 10 20 30 40 50 60 70 80 90 100 110 120 _j O c 00 N —120 —110 —100 —90 —80 —70 0O 2 N r- X a (D � Q � d- r-r) LL- 30 50 4 _ Ac = 0 840 838 _ 838 836 Vc 0 836 - 834 — 834 832 Vf f = 826.10 p O 832 STR. No. 36 t STR. N©. 37 830 830 co co -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 STR. No. 39 838 Ac = 0 0 838 836 Vc = 0 836 - - _ . o© 834 : � ,� : 832 = , : Vf 562.99 ui 832 ,� .,., 830 - ao 00 830 . ,_ -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 > J < W CC Z Z 29t5O owQ _ 838 Ac = O 0 836 a: 1697M 838 _ ; , 836 _ _ 1 98 co . ' 4 834 832 , Af 20 __ a: 832 ;,�, : 830 0 Vf 225 03 830 —` � � 1 —120 —110 —100 —90 —80 —70 —60 50 —40 —30 —20 —10 0 0 20 30 40 50 60 70 80 90 100 110 120 w O w V STR. No. 36 2 W im V co 29 00 Ac = 64.15 ~ co 836 : 836 co �' SEE INTERSECTION GRADING DETAIL. SHEET 22 834 Vc = 97.26 co ix 834 ,M _ 830 — 832 co 00 Vf - 38.83 V 830 10 20 30 40 50 60 70 80 90 100 110 120 V —120 —110 —100 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 Q 28t 50 STR No 34 Ac _ 40.89 836 834 STR+ hla.' 5 832 Vc = 79.03 832 STR ' 1�4 32 : '; S N o 33 830 Af = 27.11 +� - Vf = 57.96 SHEET N0. TR 830 70 80 90 100 110 120 -120 -110 -100 -90 -80 -70 -60 - - - - - 0 60 g f D Xm4 ---------------- 4 35 50 848 r - - - - - r rt - -- I- -- r - - -- - - - --- - - - + -- -- - - -t - 848 846 f - - - - -- -- -- -- -- - - t 844 r- - - - - - - -- - -- r - - + - -- -- - - - t -- - - - - _.- - - -- -. _ _ ST R_ _loo_. 4Z STR: o. �8 44 842 - , -- ---- ---- _ _ - - - _ 842 840 - - -- - -- - - ---- -- - - - - - 7 _ - - _ t - t C 840 Vc 0 - - - - - - -- --- --- --- --- - - - _ - - - -1-- -, - 838 ,- - = i A 41 - - 836 836- - --t -- Vf = 4823.29 29 834 , - - - - - - ' +-- - _5TR_, Ito_ _46 - - - 832 -- - - + 832 1 834 O 830 - - 828 - -_ - � � 828 wet - ♦ -. __ -_ .. 826 - ; - 0° 826 � -120 -110 -100 -90 -80 70 -60 -50 -40 -30 20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 I 35 00 848 846 - - - - -- I , I 844 : 844 842 - 842 AC = 0 - -- -_ - - -- 840 840 Vc = 0 W 838 : 838 Af = 2250.97 a , 836 Vf = 4828.72 + 834 83 - - - -- --- - 836 832 ? : 4 O U-) 832 Z 830 "D :cv - 830 828 N 828 a' 826 °o 826 rn -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 C oo H N 0 Q 34 50 W W 850 850 3 F- Q V3 a 848 : - - - _ _ - 848 a G G C U 846 846 844 844 Ac = 0 842 , 840 Af 2283.83 - _ 838 - - 4 836 _ Vf 4849.55 836 834 : : 834 832 830 830 a� 828 °�' .� 828 - 0 00 co 826 826 O -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 00 J — O J E N O 3 4 0 0 � .— CIA � a 850 - - 8 8 C) 00 850 848 O co 846 r _ _ 846 O N � X 844 . : : 844 � c -t r-) � 842 - - , r 842 840 : : 840 Ac = 0 H 838 836 836 Af = 2270.53 834 : : Vf = 4188.54 , 834 832 832 a 830 n 830 828 °N' : 828 826 00 826 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 ■ 33 50 � 850 t 850 848 . 846 ui 846 : , , 844 , , 842 - -_ _ 842 « -_844 LLI Ac 0 W 840 : , 840 J _ - _ _ Vc 0 Z 838 j - 1 - _ . Vf 3662.56 � _ . 838 Af 1663 05 836 836 0 Q J -r 834 - - -- . _ 832 _ _ L cA .c� + _ . 83� Z 830 _ - - 830 L Q Z 828 828 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 � O Z Ow W �-- w • 33 00 V , � � 848 848 co 846 846 co 844 -. : - , 844 842 : 840 :- i Vc = 0 842 � 840 � V 838 838 Af = 1775.01 Q 836 : : : 836 Vf = 3521.93 Q 834 : : 834 832 r� «� 832 830 :- o Sri 30 828 0 m 828 s -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 SHEET N0. g b ffi fi i R -5 u Fj ii 39 + 00 850 848 - - - _ 846 - 8 4 — 4 V 0 846 C 844 C _ 842 4 _ : : - ; - - : - _ 842 Af 840 840 - - - _ : Vf = 3407. 1 838 _ :_ _ : - r : 838 . - -- - 836 - n t co ,co 834 834120 -110 -100 -90 -80 -70 _60 - -50 -40 -30 -20 - -10 0 10 20 3}0 40 50 60 70 80 -_90 100 110 120 Z O 55 38 + 50 850 � 850 - - 848 - - 846 C — { 846 - _ - - _ - 844 V 0 C — , 844 - -- - - : _ _ : 842 840 Vf 3855.40 . 842 Af 1768 840 _ STI*. No 53_ : : STR, o. 4 STR+. No. , 52 N 5 838 838 836 c�u : 836 834 - --- 832 : 00 .a�i 832 F -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 38 00 Z 848 . 848 846 844 844 842 VC 0 Z AC 0 b ono N a 842 : : 0 - 840 U N o II 0 _ 84 Af 1852 09 : = 4059.41 838 _ 836 Vf f W 836 o 834 d W Y 834 2 a D G G U 832 - 30 830 -120 -- 110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 37t 50 848 846 _ � : ._ 844 A 0 844 - _ 842 V 0 Ln , C 842 O 840 Af = 1960.23 ° o 840 - 838 : 838 Vf = 4247.66 Ln 836 - - � O 836 � � N - 834 - M 832 - - 834 vi 832 : W Q- a � � 830 a 830 c O c 00 cv 828 828 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 0 .2 Q 37100 848 846 _ 846 844 - __ 842 Ac 0 842 VC = 0 840 Vf 447 2028.87 80 S�`I�. N©.: 50 840 _ 838 STR. N6. 49 : 838 = 836 _ TR. o. S N �i 836 834 834 _ .- : � 832 : 832 _ - , 830 28 830 °° 828 8 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 cc w 36 50 wZ ui 848 Range Profile 848 : 846 Commercial Drive Lt 846 _ 1 , , - -- - - - _ _ _. - , _ r UJ 844 Rd Profile 844 - --- ~ Range 842 Commercial D Rt omm i rive 842 840 erc a 840 - _ . - (� , 838 AC - : 838 - Z + + 836 VC - 0 ui - ± = 836 � - -- -_ _ 832 Vf = 4104.34 834 832 - - r 830 ow V - : 828 828 V -120 -110 -100 -90 -80 -70 -60 -50 40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 � � co co, U) 36 00 848 - V O 848 --- - _ . +-- a -- 846 co 846 : - - --- - 844 i- -r-- ; _ Ac = 0 . V 844 842 _ - 842 Vc 0 Q t 840 : 838 = r 84o Af 2185.73 838 _ : Vf = 4099.12 836 - : 836 _ 834 _ M 832 4 832 - __ 830 g ;: _ 828 SHEET N0. ` 830 _. - - 828 . a g -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 Fj a Xm6 43 50 _ - - _ 852 - - _ _ , 850 - - - - T 848 - _ T 848 Af 23.50 - - r 846 - 844 = . - Vf 70.41 844 - 7 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 43 00 - - - - -- _ Range Profile 852 Private Drive 850 Y _ - - - - -- - + -- - -- -- + _ --- _ 848 - -- - - - --; - - - = Z n 846 VC 1617.813 ' . 848 AC 846 -- i -- _ - rn a� 844 : :- 00 _ - - 42 Vf = 112.51 , 844 842 - - - -_ -i 40 30 -20 10 0 1 8 -120 -110 -100 -90 80 -70 60 -50 - - - 0 20 30 40 50 60 70 80 90 100 110 120 LU 42 + 8 . 7 0 - - - - - - - 852 850, r . _ R ange Profile 850 848 Commercial Drive o o 8 : 844 844 : as co 842 W 842 - —120 —110 —100 —90 —80 —70 —60 —50 —40 —30 —20 =10 0 10 20 30 40 50 6U 70 80 90 100 110 120 o Z � 42150 852 852 : - - t -- : _ -----------------, -- - -- 850 __ _ =- - _ 848 Vc = 04.36 850 �co 848 846 Af = 4 Q V) 46 - - - o :cv = c� o -> 2 63 Z �� 8 - _ Vf 112.51 , 844 - - : oz .� 842 844 U __ 842 - -awe 110 120 F- Q W -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 a G 0 C G V 42 00 854 - _ 4 852 - - - . : : Vc = 93.08 - 850 850 : __ - - Af = 63.39 848 848 : +- : _':: Vf = 144.35 - -. : --. - 846 846 ------------ 844 - STR N 57 842 ° `.n rn 844 >_ 842 STIR. No, 55 STR. No. 56 0 0 o. o a o -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 L LO c J E N O CD V � � D% O 41 � 50 w � Q , 854 ° 00 N 854 -: : - _ Ac = 48.43 0 852 - - - _ - - 850 Vc = 97.74 0 r� < 852 0 � �CD 850 - Af = 72.18 — C ' o � 848 - cv .N = : Vf 99 36 846 846 : 844 844 co cc p� - 100 110 120 90 _ 0 60 10 80 ►.1 _ 40 5 _ _ 10 20 30 -120 -110 -100 -90 -80 -70 -60 50 -40 30 20 10 0 S a 41 AOO 854 Ac = 57.12 854 - Vc = 125.74 852 - - - Af = 21.13 - 850 - ¢ :m _ 848 Vf = 37.29 - , 850 ■ 0t0 0 848 46 846 : °° 00 110 120 00 8 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 1 W WZ_ • 40150, 854 _ > -� Q Z_ 854 : : _ - : V 72.85 r - - - 852 850 850 C - - _ _ - - _ _ o :o _ Vf = 459.83 848 -_ 846 846 � - - - - : cc z -120 -110 -100 -90 -80 70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 W Q Z O Z 40 00 W W U CID 852 _ ._ 850 - _ Co _ 48 VC 0 848 - 846 Af = 417 8 o :� - 846 - : - _ 96 � � _ 1446 5 844 - � '� _ . Vf 8 , �t 844 - 842 W. co 00 842 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 V Q � 0 3 9 5 0 852 Q 852170 _ 850 850 AC 0 : - - - - —_ 848 - _ _ - _ .. 846 844 Vf — 2526.47 SHEET , Af 940 82 844 - - , a ,� 842 842 -_ - -- 838 840 - _ 0 0 838 . °° : � , -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 s 177 X-7 JJQ W 46 + 0 . 40 852 T- - 850 - - _ _ - - : 850 Range Profile 848 - _ - _ - Private Drive r •. - __ Y : - Z I 848 0 846 __ ---------- - -- - - - - -- - - 00 ,CO 844 46 a5 844 _ > -120 -110 - 100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 oWC 46 + 50 852 852 : - 850 -- _ 1 Vc 276 71 . . 850 848 - 848 - - N - 846 - - - - - of o so ' 846 Af 0.56 .� 844 `� v : 844 - 00 D 842 842 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 - — - W 4 46t 21 ° 852 - -- - 850 848 850 848 6 Range Profile 846 - - - ; awnee rive 844 844 oo P D o rn 842 842 -120 -110 -100 --90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 Z � N u F— cn Q 46 00 W M � � 852 : : : : Ac = 168.99 vS Vc = 318.84 85o G G U 850 848 - t Af = 0 848 846 : -__ _ _ 846 Vf 0 844 : : 844 °° o0 842 842 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 45150, 852 :_ : i : : 852 � -5 TR. -No. 60 - _ 850 Ac = 175.36 - 848 _ -- - - - . - 2.1 -o0 6 0 Vc 3 0 846 - 846 Af = 0 844 STR. NO'. 60 STR. No. �0 844 Vf = 0 J N 0 84? 842- a) Ln -120 -110 --100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 '0 � r- J 0. C (D N 45 00 0 � � � � X s 852 _ 852 : : , , Vc 48 850 - : 85C c = 285 E•'' 848 Af = 0 846 : : Vf = 20.94 846 844 co 00 844 -120 -110 - 100 -90 -80 -70 -60 -50 -40 --30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 44- 86 852 : 852 850 _ - oo : : 850 Private Drive 848 -- : Private Drive 846 _ : : 844 844 : 1 O 10_ 2.0 3:0 4.0 5:0 6 ,: : -120 - 110 -100 -90 -80 R p -70 60 -50 -40 -30 -20 -10 0 ;0 80 90 100 11,0 120 W z 44150 f> J <t W 852 - - - - - _ Z -._ J 850 : - : _ Vc = 214.21 850 Ac • W 848 - - t : : --- : Af = 19.66 846 n Q 848 ♦1t 846 _ - _ Vf = 65.86 00 ' Q 1 844 - 1 r m o0 42 Z 844 842 - - -_ 8 W Q Z -120 --110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 1 O Z OW 44 00 W �.- W - _ 852 - Ac = 95.62 852 , 850 :- - Vc = 188.65 } + 850 - - : 848 848 Af = 42.19 co 846 ; "' `�' - -: : Vf = 69.94 : 846 / 844 S No 0 STF N©. T 842 842 58 - - STR'. No. ' m .� R: 6 - 844 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 V Q Q SHEET N0. Fj X_8 R 7 t 5050 - - 848 848 846 846 - : 844 844 842 842 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 END CONSTRUCTION STA. 50+ 15. 53 50 00 850 _ -_ _ - : 848 = - - Ac 31.08 848 Vc 58.17 i 846 � 846 : Y - 844 = _, - Af 12.57 � - ; 844 - 842 Vf = 46.98 W 842 : _ 90 -120 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 110 100 - 49 50 _ 850 850 Ac - 848 : - _ 846 VC = 846 : _ 4 � '� 8 4 844 . Af 31.55 - - . 00 842 842 Vf = 74.95 w -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 Gi 49 00 850 Z : 850 _ : = 33.67 84 - = 66.65 84 C �2• 1` 846 VC 00 846 - - - 844 : - , 842 Vf = 13 68 Z �•, 0 � }� O `— I � Q 842 0© -� 840 m Q 840 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 w `�' ° u -'ui O U1 0 48 + 8 . 10 850 850 _ : . . 848 848 72 : 846 Range Profile 846 - - Private Drive 844 844 • 842 : _ °° '°° —100 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 80 90 100 > a c Ln o C) o 48 50 u 850 850 : : - 848 v = -j - � O C = 89.77 F— '� 846 � a T 846 844 Vf = 143.08 ° N 844 842 O (D . 00 cc 0 842 -120 -110 -100 __90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 0 — c 48 0o w 850 STR No. 64A, ' 850 : 848 - . Ac 58.64 848 846 = 846 - cu .� 844 Af = 66.45 844 - 4� Vf = .76 8 99 842 STR. N,o. 64B STR. No. '65°° °° STR. No. 66 -120 -110 -100 -90 --80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 L4 7 50 Range Profile -. Private Drive W 850 - - - : - : 848 = W Z Ac 66 78 848 - - -- :� 46 = 846 : i cv ,n - 844 Af = 27.0259 > Z Q W 844 : 842 = J Vf 44 97 . W 842 -120 -110 100 -90 80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 Z z wQ . Z 4. 5 0 �— °C °- 47 + Z =1 F.. 850 848 Range Profile ui 848 - - - 846 r vote Drive 846 t 844 Pi 844 - «? 842 CO 842 ; eo Q -120 —110 —100 —90 —80 —70 —60 —50 —40 —30 —20 — 10 0 10 20 30 40 50 60 70 80 90 100 110 120 V � 47 00 Vc - 850 Ac = 73.72 850 - = - _ t-- + 848 188.50 848 846 = , 1 844 846 Vf = 16.56 844 - i __ 00 100 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 a a SHEET N0. r g d s X-9 R n Q� Y i ii QJQ Lit N 15 50 834 _ _ 832 - Vc = 1479 832 Z 830 - ° _ . _ �, �, 830 Af 62.20 0 828 ©o 28 8�- _ «3 = co . Vf 120.91 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 15 00 834 :: _ _ 832 , - r - 832 Vc = 26.84 830 r7 - 830 Af = 51.36 828 00 .00 828 Vf = 98.00 - 100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 W STR. No. 72 14 cJ �Y _ a 834 - STR. No. 70 STR. No. 71 834 Ac 19.07 832 d 832 Vc = 41.74 0 830 - - -- - _ - : , 830 Vf = 79.42 4 828 828 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 co b 0 M 2 N u Q 14 - 00 cn Ln < 834 - _ _ 26.00 ui - 1- -t 832 -_ _ W 0� Y . 832 Vc 61 35 830 - _ V . - ,- r _ -. M � 830 Af 33 91 828 - - _ as ;a3 828 Vf = 61.82 - 100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 13 50 4 834 - - _ 832 . _ , -: _ -- -- -_ � 832 Vc = 79.49 830 - _ ,,� t,,o 830 Af 24 15 Q, , 828 ao 00 - 828 Vf = 55.21 - a C) 0 100 90 -80 -70 60 -50 -40 -30 -20 -10 0 10 2 0 40 50 60 70 80 90 100 0 3 ° ° co ^ NOOc- 13 00 � -KD 832 STR. No.: 69 STR. No. 67 .r STR. No.' 68 834 Ac -- 45.60 a m . 830 _ - o - _- _ O c0 - 8 30 Af 27.70 d ° N r 828 ca GO _ 828 Vf = 72.52 o � � .i � 826 826 -100 -90 -80 -70 -60 -50 -40 -30 -20 --10 0 10 20 30 40 50 60 70 80 90 100 W 12 50 Q� 834 834 Ac = 42.25 V 832 . 832 Vc _ 80.71 830 - _ . o - 830 Af = 40.40 828 00 :co 828 Vf = 93.09 826 826 -- 100 -90 -80 -70 -60 -50 -40 -30 -20 - 10 0 10 20 30 40 50 60 70 80 90 100 12 00 d 834 = 832 � _�. - - 830 - Af = 47.02 Vc 96 58 � 83�' W Z r co 828 828 = 826 826 Vf 115.58 > -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 J Z W � LuQ Z 11 + 50 p J 834 Ac = 59.38 cc z , 832 _,° : , Vc = 54.98 Q Z W 830 - Af = 61.53 - - 830 p 828 , 8z"8 Vf = 65.51 �.1 Z � W O 826 : 00 00 826 — -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 W 0 BEGIN CONSTRUCTION STA. 11 + 40 "S- 1 — K" 1 ca 1d" 00 � a 836 - 836 _ co 834 - .r - 834 832 832 ca V , 830 ,E 830 00 00 828 828 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 Q a SHEET N0. n Fj X-10 _J W 21 00, N tL 836 Ac = 23.29 836 - ;- - - - - - - Vc = 60.18 834 -- - _ 832 Af = 38.01 834 i I 832 30 Vf = 83.19 - - - 0- 830 � _ . ': -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 I 20 0 836 Ac = 41.71 O 836 No. © : f 4012 - - _ STR N Q 79 z- - 834 STR.-I-No. -81 : - 832 = STR Vc - 832 - -. ,� ,�, � 830 Vf = 70.99 830 -100 -90 -80 -70 - -60 -50 -40 30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 li -31.93 32.07 2 O O 0 Ac = 65.39 834 _ 832 Vc - 145.52 -- -- -- -- - 832 M -- - 830 Af = 26.55 w } - 830 00 .00 828 Vf = 46.76 F- 828 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 o j , I 1 g 5 0 - - __ . ¢ 834 Ac 91 834 - _ _ 832 A f - - Vc 16 1 00 - _ = 0 0 830 a : gag Vf = 31 .97 z ° N n Q Ln 828 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 7U 80 90 100 U N o - Q O � av� o 19 00 a o oov 834 Ac = 88.74 834 : : 832 Vc = 145.38 _ . 832 _ - - 830 60 = Af 12 66 7 830 - c 828 Vf 2 . 828 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 18 5 0 Ac = 68.27 ? a 834 STR. : No. 78 STR. No. 76 : 'STR. No. .77 834 ' 832 Vc = 122.93 O 832 _= - 830 Af = 13 26 c 830 828 Vf = 30.61 - N OO r -30 -20 -10 0 10 20 30 40 50 60 70 8U 90 1 UO � ��' � 0-)828 `� ' - 100 -90 -80 -70 -60 -50 -40 cr_l 6 ° __j 0 � c� 18 00 ° O � � (D r Q 834 Ac = 64.49 3: r 834 «i 832 Vc = 107.67 832 830 Vf = 43.05 830 00 828 828 - - - - -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 -100 90 80 70 6o g 1 � � 0 r a STR. No. 75 STR. Ng. 73 . r STR. No. 4 _ 834 7 834 Ac 51 o . 832 Vc = 81.36 832 . 830 Af _ 24 95 830 M 828 Vf = 70.72 828 ci - 100 -90 -80 -70 -60 -50 -40 -30 -20 - 10 0 10 20 30 40 50 60 70 80 90 100 cc 1 � 00 W r Ac = 36.08 W z �co 834 : -_ . '� - 832 = > J Q • 832 �- : 830 Af = 416.470 LLI 830 828 Vf = 115.18 W z 828 30 40 50 60 70 80 90 100 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 ( J cr Z D WQZ to 16 5 0 _ �- IX J. z 34 = 834 Ac 8 _ 832 Vc 1812 W0W . 832 Af = 66.70 828 Vf = 137.08 W 8 3 12 8 �.., 830 : � .� - co -1 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 . 30 40 50 60 70 80 90 100 � Q OU � � co V co Vco O 16 00 0 834 834 Ac = 5.86 Q V 832 : 830 Af = 62.03 0 830 828 Vf = 132.28 Q 828 . ' - 100 -90 -80 -70 -60 -50 -40 -30 -20 -- 10 0 10 20 30 40 50 60 70 80 90 100 SHEET N0. x a -11 's i 25 50 836 - _ -_ 836 834 834 Z • 832 N i 832 p 830 830 co 828 828 W -40 -30 -20 -10 0 10 20 30 40 50 pc 2 tpO END CONSTRUCTION STA. 25+ 20 "S- 1 - K" 836 836 Ac = 41.92 834 O 834 Vc = 87.39 832 - 832 Af = 17.66 830 00 00 830 Vf = 30.83 . -40 -30 -20 -10 0 10 20 30 40 --� _ H 2. 4 50 a 0 Ac = 52.46 --- - - 836 836 Vc = 106.76 _c _ 834 _ 834 Af = 11.29 Z 832 832 830 830 Vf = 20.14 00 -50 -40 -30 -20 -10 0 10 20 30 40 °' o o CO Z L 101- ^ m Q 2. 400 WN �- 0 - M 836 O 836 834 - 834 Ac = 62.84.3 a w 0e Y Vc - 129.35 � G G U 832 �9- ��-----� 832 A f = 7.62 a. o 830 0 00 830 Vf = 9.50 -80 -70 --60 -50 -40 -30 -20 ---10 0 10 20 30 40 23 50 836 O 836 Ac = 76.86 834 34 : _ 8 Vc = 181.79 832 - 832 Af = 1.30 > o 830 830 Vf = 1.54 0 0 0 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 co a_ o Ln. -I O r- E _ N O ) .V N 23 -+ 1 . 70 � � � � � 836 836 a O � � N 834 834 Range O cNO Q Profile 832 : 832 126 Street � � C � � L 830 . 00 00 830 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 04 23 0o g 836 836 834 - _ - -: -_ 834 - - 832 832 Ac = 119.47 830 - - _ - 830 Vc = 218.96 828 - 828 Af = 0.14 -100 -90 -80 -70 -60 -50 -40 -30 --20 -10 0 10 20 30 40 50 60 70 80 90 100 Vf = 0.19 836 _ - -22 + 2 . 90 834 _ 834 Range Profile W - - - 832 832 Commercial Drive 830 t C co «> j 830 W 828 _ 828 > Q a co - - -100 -90 -80 -70 -60 -50 -40 -30 20 10 0 10 20 30 40 50 60 70 80 90 100 Z Lu W .� z • 2 2• 5 0 Ac = 117.00 0 ( J 836 _ A 836 Vc = 207.67 Af = 0.04 cc Z 0 834 - - - - . __ - - rt - _ _ - = 834 832 : _ f V 3 09 830 :_, : 830 828 __ 828 Z p W - -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 W 0 V 0 X W 2 2 0 0 Vc = 1704.478 836 836 Af = 2.86 834 : -- - 834 Vf = 21 94 V 832 832 V CO) p 830 0 .� : 830 828 828 � -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 Q Ac = 81.15 Q 21 5 0 Vc = 96.70 836 - :- © 836 Af 17 4 834 ,_ _ _ 834 Vf = 59.36 832 832_ M _ SHEET N0. . g 830 0o 03 830 Fj -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 X-12 64 50 840 840 838 - - - - _ - - 836 - _ - °+�° - - 838 Vc = 31.47 i Af __ 834 : 834 Vf 80.48 832 03 100 832 - -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 64t 00 0 840 -: - 1 - - -- - - _ _ 24.76 - _ - 840 c 838 - - _ _ + - - �, _ 838 Vc 36.88 w 836 - TR 9 - - eo a3 EXIST. ;STR. 834 {N � 1` ;ice_ ;, STR. No. 91 : : ., 834 Vf = 64.13 832 - 00 832 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 6 3 50 840 - -- - -- 840 . t 838 - — 838 Ac = 15.07 w T Vc = 43.05 H 836 '- ,� . 836 834 . : : 834 Af = 23.22 832 0 ; 832 Vf = 45.31 _ _ -- --- -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 z co 63t32 840 : C', u . 840 Z � a 838 : - 838 U °' - Range Profile N o r-- � 836 a, 836 Private rive w w 834 o 834 w 832 00-.co 8.3 2 Ix 8 w Ce Y CL o G o U -100 -90 -80 - 70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 6 3,t 00 Range 840 : 840 Profile Drive 838 _ - - + - - - : _ Commercial 3142 838 836 :_ ` : - - - - - EXIST. STR - - STR: No. :87 Vc = 52.27 834 TR. Nc, 9 ,\- .o Elf : 834 Q .� Af = 25.71 832 : a3 100 832 Vf = 6 6.6 4 ° Lr� 830 830 o 828 STR. No. 88 828 T) Ln -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 ; E N o 62 50 � N 0 840 _ . : - 840 � 838 - - 838 = O 0 (D N 836 Ac 25 03 o 836 Vc = 39.80 0 T N r- x __ 834 _ - °�° °�° 834 Vf = 90.48 � Af 83� 00 � 832 -100 -90 -80 - 70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 62 + 00 8 a 840 840 838 838 Ac = 17.95 836 � ° 836 Af = 51.46 834 co : � 834 Vf = 118.78 832 � .,� 832 830 � 830 Q -100 -90 -80 - 70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 61 -+- 9 . 91 W 840 840 WZ N 838 - - - _ _ 838 Commercial Drive J Q Range Profile 836 ¢ . 836 834 834 Q W Z 832 00 . : 832 J 830 830 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 Z 0 wQ ? � 61 � 50 ~ � J' Z 842 - 842 O W 840 - 840 Range 838 . - -- : �, . ; _ _ 838 _ Drive Commercial 836 - - _ �, .,� 836 29.97 ui Ac 834 : M 834 -- _ Vc 832 Af 76.82 co 832 °° °° Vf = 71.13 � V -100 -90 -80 -70 -60 -50 -40 - 30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 V (n 0 61 � 00 BEGIN WIDENING STA. 61 + 10 "S- 2— K " Q v 842 842 0 840 840 Q 838 - 838 s 836 :_ 00 o00 836 834 . - : 834 832 - 832 SHEET N0. -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 a MILL & RESURFACE STA. 40+ 40 TO STA. 61 + 10 "S- 2— K" X=13 FJ u N 844 68 00 842 840 842 838 _ 40 836 - 838 Ac 10 92 836 834 Vc - 20.27 832 _ Vf 155 © 'o 834 _ 62 Z 830 as «� 832 O _ 830 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 oC 6 50 842 840 : - . 84`? 838 _ - 840 836 _ ao : : 838 - 22 36 Ac 10.97 Vc - 834 0 836 Af = 60.10 832 834 Vf = 87.42 830 ao . 832 - - - w - 100 -90 --80 -70 -60 -50 --40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 30 a o - 842 6 / , 0 O Z 840 - 842 838 Li 840 836 - : EX[S:T. STf�. c0 °' Ac = 13.18 a No. 97 - r� t�t EXIST. :STR. STR. No. 98 , 838 834 836 Vc = 29.79 ° 834 Af = 34.31 Z - a � Q 832_ �EXI,ST. 12" RCP a� 832 Vf = 87.56 H N o M � < U - 100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 w w cc W C° Y a G 80 0 0 842 66 75 840 : 842 838 840 836 CD Q : 838 Comm Profile D 834 836 e rive 832 - I- 00 00 8 4 832 -100 -90 -80 -70 -60 -50 -40 -30 -20 - 10 0 10 20 30 40 50 60 70 80 90 100 a� > a _ c Un o 6 b 50 00 842 -. Q- 0 LO 840 842- 838 - : - _ -0 - c _ - «} :,> 838 Vc = 44.45 LL-J 836 _ � � � N � � Q � � � 834 _ _ - Y : °° . °0 836 Af = 60.26 834 Vf = 109.27 � 832 o - °� a 832 3: -C L- - 100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 842 _ _ 66 , 00 840 : 842 838 ! 840 C3 7N Ac = 29.02 U 836 Ln - 838 Vc = 3 9.2 0 a 834 -- : 836 Af = 57.75 832 00 -00 834 Vf = 121.44 832 -100 -90 -80 --70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 842 _ , 65 50 . 0 �- 840 842 838 - 840 Ac = 13.32 r 836 Vc = 24.06 LU 834 = Af 73.4 W Z N 831 = 122.69 6 - 834 Vf — J -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 832 � Z w W Q Z 65112 OCZa J 840 838 : 8 36 -- ,� - 840 _ _ _ �n .� 838 - � Z 834 : Range� . � Profile M Winona Drive 836 832 834 WOW ` ' 83-1 • � -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 �. W Co 65 00 V 8 co 40 V 838 - : 840 Ac = 12.66 836 : 838 Vc = 20.27 834 : = 59.10 836 Af Q 832 834 Vf = 92.20 Q 00 00 832 - 100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60. 70 80 90 100 a 4 f � d SHEET. N0. t R i s X-14 72 00 854 852 -- - 52 850 ._ , _ Ac = 848 _- 40 69 848 Vc 74.28 846 CIq .,n 846 Af = 31 .23 844 . Ln ° _ 844 Vf 43.02 842 L :Ln 842 840 00 .00 840 - 100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 O , UJ > I 71 � 50 852 : 850 850 848 _ - Vc = 83.41 848 Ac 39 53 846 ' rn cfl 846 Af = 15.23 I i 844 �- LLo . 844 Vf = 19.04 842 00 . «> 842 - 100 -90 -80 - 70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 t - - W t I 71 � 00 0l I 852 852 850 - . Z 850 Ac = 50.55 848 848 Vc = 90.33 846 o a; 846 Af = 5.33 844 Q'. . o 842 842 c CO K) - -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 r; ^�� m � Q U N o cr- 72 w III 70 50 0 ~ Q 0 852 852 a o � 0 V 850 850 Ac = 47.01 848 848 - - - 846 co - - c - 19 co .0o 846 Af = 26.05 844 : 844 Vf = 62.20 842 00 00 842 -100 -90 -80 -70 -60 -50 -40 -30 20 -10 0 10 20 30 40 50' 60 70 80 90 100 70 00 0 850 850 0 o 848 : _ 846 : : : _ k - _ 848 c -� Oo - 846 Vc 95.99 � `� 844 ¢ . ----- g = � �� o 842 Vf 02.12 � � °� oN' 44 zr- . 842 840 co 840 - Oo -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 0 o a � c`! O N X Q 69 50 848 848 H 1 i 846 : 8 W _ r - - + - -- - c 47.8 844 , , A _ -; EXIST. STR. E� JST. 'STR. _ 844 Vc = 77.12 842 c 41 : STR. NQ. 102 842 Af = 69.16 g 840 t u; 840 Vf = 138.47 - E T R 838 XIS 12" �P � ¢ ; 836 00 .00 83r, -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 69 + 2 . 90 • 846 846 844 44 Sid 842 8 LU 40 : : : o 1 838 : - - - ¢ - : 8 38 Commercial al Profile Drive W Z ri 840 836 �a ; �r > J 00 836 Q 834 . . : - ' - . - -, , 4 83 -100 -90 -80 -70 -60 -50 40 -30 -20 10 0 10 20 30 40 50 60 70 80 90 100 W Z W o a ? c� o 69 00 oCZZ 846 -_ ! 846 t 1 844 844 842 : _ -_ _ 840 - T. STR 840 Vc = 45.15 W 842 838 _ No. 1�OII - _- : ,> - Af = 80.39 - 838 - EXIST. 12 RCP = V 836 : � � � : Vf 150.24 836: 834 co , X34 r 8 � Q -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 CIO V co co co V 6 8 5 0 ac 846 846 Q V 844 844 0 842 42 : 840 ' � Ac _ 13.35 Q s 838 � : : : 838 0 0 Vc = 22.47 836 Af = 81.87 CI-j 836 Vf - 17 8 834 � ' - 5.7 # - :_ : 834 SHEET NO n.32 8.3? S . -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 Fj X-15 M 1 QJQ V) 76 50 844 844 y t 842 -- 840 838 C`a N t _ 00 co _ 838 r --100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 Z 00 END CONSTRUCTION STA. 76 + 05 "S- 2- K" ° 76 846 ui 846 - - F - - Ac 1022 844 - 84 = � rn 842 = Vc 2 STR. No. 144 840 14-840 :- STR.'. No_ ;105 : XISfi. :12" RCP 838 Vf = 37.31 838 SCR. No. 105 � 00 -100 - 90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 7 5 , 5 0 - -- -- - -- -- 848 w 848 _ 4 846 846 V 17 72 - Ac - 7 10 844 o o -- 844 _ - 842 `x--._.�_ - 840 Vf - 40.44 c 840 00 00 Z 838 838 -100 -90 -80 - 70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 o 75 00 Z °° N � � 848 U N o � � � � 848 W 846 - _ -- - Ac 23.00 c d 0 Lu 844 cC�� 844 , : 842 = CL G v� G 0 U V 842 Vf 60 94 cD cD _ 840 Af __ 840 0 838 838 - 100 - 90 -80 - 70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 74 50 850 850 848 848 Ac = 12.80 a� -. _ 846 t _ - ° 846 Vc 42 31 844 - `�? E`! 844 Af = 39.96 o a o 842 _ 84� _ Vf 74 25 00 Ln 840 : 00 00 84 - o - - -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 .V) m Ln 100 90 80 70 LLJ 74 + 00 o c 00 852 850 Ac = 32.90 � 852 850 = 848 C- ,� 848 Af 52.98 r 846 Af = 40.23 H 846 _ - 00 Vf = 78.66 844 844 00 . - _ 842 842 Q -100 -90 --80 - 70 -60 -50 -40 -30 --20 -10 0 10 20 30 40 50 60 70 80 90 100 O a -731 50 850 - 852 V 51 81 Ac 2 850 = . 848 - 846 Af = 44.72 0 848 846 844 Vf 63.61 cc 844 00 842 842 - 100 -90 -80 - 70 -60 -50 -40 -30 -20 - 10 0 10 20 30 40 50 60 70 80 90 W N W Z 73 00 � JQ S ... a: w 854 852 = ? 854 Ac 31 .63 Q Q 852 . - 85U : - 848 Af = 230.98 ' 850 848 �y 5 Vf = 60.66 x :00 : 846 � ZZ 846 -- _ - 844 co 844 7 f �T Sf��c,� � : 842 ,� - _ �' 842 �, -100 -90 ' 80 -70 -60 -50 -40 - 30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 W O W 7 2 5 0 co 854 : = 852 - 852 Vc 78.85 (n 850 . . . - 848 o Vf = 67.37 848 846 844 Q V 844 00 00 842 0 842 - 100 -90 --80 - 70 -60 - 50 -40 --30 - 20 - 10 0 10 20 30 40 50 60 70 80 90 100 Q SHEET N0. F s Xml6 U g i i j ! I z i 00 14 -I-- 0 W 836 834 836 832 834 I 830 832 `- AT$T CABLE -_ 830 828 ,� :,� -- 0o 00 828 I -50 -40 -30 -20 -10 0 10 20 30 40 50 Ac = 31 .12 w t Vc = 55.61 F. I � ; Af = 21.97 Q Vf = 35.30 I I � � 1 ND PEDESTRIAN TUNNEL STA. 13+87.22 f - t 1 - 836 CL z 834 836 832 �-- �� 834 00 830 832 a' o 828 ° �;; - AT&T CABLE � - -- 8 30 Ac = 28.94 Z U N n °° a' 8281 Vc = 60.55 m Q U N -50 -40 -30 -20 -10 0 10 20 30 40 5o Af = 16.15 o w w Vf = 17.34 "' w -i a O tV U 3 836 1 + 0 834 836 Ac = 36.45 832 Lc) -----\ 834 830 832 VC = 102.87 �� - 828 0 .c \-- ATAT CABLE --- 830 Af = 2.58 -50 -40 -30 -20 -10 0 10 20 30 40 50 828 Vf = 2.39 a; C) BEGIN PEDESTRIAN TUNNEL STA. 12+98.90 0 0- 0 12 + 50 -0� -0 co 836 CL 0 c 836 � 834 - 834 Ac = 74.65 832 - -- -- 83.^ Vc = 157.00 w Q 830 ri cJ � s 828 00 ce •`-- AT&T cQu 830 Af = 0.00 00 J 0 N -50 8 2 8 Vf 0.0 0 p t .9 N r- X -40 -30 -20 -10 0 10 20 30 40 50 0 ry (_0 < +50 DITCH EL 832.10 H 1200 838 W 836 838 834 �_- 836 Ac = 94.91 832 �,-- ----- �- --- 834 Vc = 0.00 830 N 83-' Af = 0.00 828 �- ATJer CABLE 830 Vf = 0.00 -50 --40 -30 -20 -10 0 10 20 30 40 50828 838 1 1 + 50 836 838 834 836 Ac = 68.93 832 0 - ---. 834 Vc = 6 9.2 7 w 832 Af = 0.00 (j� ,Z 830 ,� N 830 Vf = 0.26 828 � AT&T- ;� � :� � � � w -50 -40 -30 -20 -10 0 10 20 30 40 50828 Z Z 836 1 1 O O Tis to�Exissting Ditch Z I i 834 836 Ac = 5.88 Wes _ Z 832 ; _ - 834 Vc = 5.44 0 830 832 Af = 0.28 830 Vf = 0.26 Z O w �-- -50 -40 -30 -20 -10 0 10 20 30 40 50 � V () ~ M w BEGIN CONSTRUCTION STA. 11 + 00 " TR " • CC co 10 5 0 In= Q � 836 co 834 836 ,� V co 832 834 U 0 830 t 'rn ___-T- 832 AM CABLE -� oo °° 830 � V -50 -40 -30 -20 -10 0 10 20 30 40 50 Q +00 EL s Q Tie to ExhMnq itch O 00 834 °r 832 cv . 834 cv C14 8 30 APM)GMATE LOCATION: AT&T CABLE --� . m CO 830 SHEET NO. -50 -40 -30 -20 -10 0 10 20 30 40 50 r s R 0 X-17 J 5 I Z O 5 ' h' I 1- I I 4 00 O � � Z `� N If c Q W W 13� W J a � v) G G U a� > a O 00 �J O J E O CIA END CONSTRUCTION STA. 16 + 00 TR r', -1 O N � 6 V �� 34 0 < 834 8 832 832 Ac = 0.17 a -- 830 Vc = 0.16 W u-) :Ln 838 ara�r cAeLE -� 828 Af = 18.20 826 « � 826 Vf = 45.53 8 -50 -40 -30 -20 -10 0 10 20 30 40 5� 1 �� -� 5 0 836 836 Ac = 0.00 834 834 Vc = 26.18 ■ 832 3,� STR. No. 45 832 Af = 30.97 830 N-, ¢ 830 Vf = 55.62 ---- 8 2 8 APPRt)�MA AT&T c,RBtE -�� �i ; ---'� 8 2 8 "' � 826 00 00 826 W 824 ' La 824 W Z �- -50 -40 -30 -20 -10 0 10 20 30 40 50 > J 4w. W a:- WZ z Q J 15 -- 00 per _ 836 836 z 0 1 834 834 Ac = 28.27 ca 832 �' a, ao 832 Vc = 51 .13 W Q Z 830 -- ^ t ) Z ' ' '�' AT&T CABLE 830 A f = 2 9.10 � O 828 : � 0 828 Vf = 55.65 Z --50 --40 -30 -20 -10 0 10 20 30 40 50 WOW V (� W 14 5 0 ' � ca 836 836 Ac = 26.95 V 0 8,34 8 • 3 4 co 832 STR. No_ 4;3 STR. No. 44B 832 Vc = 53.77 V 830 Af = 31.00 8 2 8 � to �`- AT&T CABLE � 8 3 0 V co 82a Vf = 49.05 Q 826 826 0 824 824 Q -50 -40 -30 -20 -10 0 10 20 30 40 50 SHEET N0, X-18 4