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m <br /> 0 <br /> \ <br /> ! iw KEYED NOTES: Z <br /> F ❑1 REMOVE EXISTING DI AND 300 mm DRAIN PIPE, <br /> j CAP PIPE AT MH <br /> W <br /> f2 GRADE AREAS BEHIND PROPSED WALK TO DRAIN ° <br /> F-- <br /> c <br /> I � I <br /> Li <br /> U <br /> VA 'ti 0 <br /> I 0 I z <br /> A- <br /> C) ,- - 4.572 LT "B1„ z <br /> CO. STD. VERTICAL <br /> 11 +41.288, BEG CURB & GUTTER Q o <br /> 3.503 RT "B1" 0 r. 4 CURB, CONFORM WQk <br /> z o <br /> 10+97.804 -" _..w-- a e m <br /> ❑ ■ ❑ ❑ ❑ <br /> " Y d EXISTING SDMH w CO. STD. VERTICAL <br /> T 3 _z I CURB, GUTTER & V) W <br /> SIDEWALK s <br /> �D� /!' N CZ <br /> r2 C x�� <br /> 2 412" I „10.362 LT "T <br /> X2_89_ 5) 10.362 RT T2„ 29+59.589 <br /> 29+66.359 ow <br /> Q� EL: 3.338 `v a <br /> 2.769 �4�, 3 g0 UI <br /> 8� (238 0).g SPhi IP 4�� ` N• 2 P <br /> i \ ^N,V C�, 10.362 RT "T2" 29+52.389997 <br /> m° <br /> - _ Z <br /> " ✓ cc 300 m 2.g6g <br /> CO. STD. VERTICAL RCP GR so �P O W R Nom° <br /> CURB & GUTTER �� oI I ? 3 b <br /> 3 <br /> b �� �8g)� <p$ CZ4 <br /> 300 mm RCP a "T2" 29+30.345 6.862 LT "132" 10+53.061 <br /> TYPE 2 DI \ "B2 10+00.000 END CURB AND SIDEWALK <br /> BEG63 RT CURB, BONFORM7.804 \ 2.> �,\` ,t �� i �$ "B1" 11 +83.688 CONFORM <br /> 3.567 RT B1 � <'68 � <br /> 11 +41.288 3.024 x �� CO. STD. CASE "D" <br /> CL \ CURB RAMP <br /> 9.023 RT „B1„ ii oy ❑2 <br /> 11+42.958 �, �� (� <br /> 6.862 LT "132" <br /> cA 3.100 J 29�\P - -- 10+26.396 - - - R/W <br /> oN CL ?80 _ _ _ C - - - - - <br /> __ _ __ ._. <br /> \ _ - 77 <br /> 1g Z <br /> 10.344 RT "B1 " 2: \P > - <br /> p0 <br /> 4-1 W O <br /> 11 +56.190 <br /> un O J J <br /> 11 .674 RT "B1" \ ` ?a8P " - "B1" LINE 2' " -'` \BANNER STREET LL <br /> 11 +66.389 3?30 <br /> �l �s CZ Z J W <br /> CO. STD. VERTICAL a W Z } <br /> CURB, GUTTER & °� Zig P �x `; ' iie ~ <br /> SIDEWALK 3.067 \ <br /> -TBW r L <br /> - - - -� - - <br /> W- <br /> O <br /> - V <br /> 6 - Lu <br /> R/W V <br /> CO. STD. CASE D 092 � W <br /> \ f �3 I�j- J r - <br /> CURB RAMP C r /� W Z <br /> � ~ <br /> \N ✓ = 8.589 RT „B2„ � c - <br /> O � Z5 <br /> 10+23.582 Q <br /> V Q <br /> 6.862 RT "B2" 10+53.061 � � O <br /> 0. <br /> DRAINAGE SYSTEMS �L i �y CO. STD. CASE "D" END CURB AND SIDEWALK <br /> O 10.362 LT "T2" ` G i ., CURB RAMP CONFORM Q <br /> 29+09.908 ./ 3.121 '30 Z <br /> a PLACE 3.0 M OF 300 mm RCP DRAIN PIPE AT S=0.010, CAP <br /> AND MARK END, INV=1 .616 AT END (S), INV=1 .586 AT DI (N) ' 2g SCO. STD. VERTICAL <br /> Zb CONSTRUCT TYPE 2 DI, GRATE=2.668, INV=1 .586 �$a / 2g\\� �i CURB, GUTTER & <br /> SIDEWALK <br /> O PLACE 5.3 M OF 300 mm RCP DRAIN PIPE AT S=0.010 o f <br /> INV=1.5.86 AT DI (S), INV=1.533 AT SDMH (N) <br /> Zd EXISTING SDMH TO REMAIN, REMOVE EXISTING DRAIN PIPE <br /> AND DI AS NOTED, CAP EXISTING 300 mm DRAIN PIPE AT SDMH / ` \ / 10.362 RT "T2" SCALE 1:200 METRIC <br /> / O 29+09.187 JOB NO. 25-3177-01 <br /> DESIGNED CSN <br /> DRAWN CSN <br /> dFILE 04OC14 <br /> C-1 / QRpFESS/ CHECKED RGB <br /> G. DATE 5/24/00 <br /> F <br /> SHEET No. <br /> a <br /> ul <br /> Z <br /> m <br /> No. m C4 <br /> s * Exp. <br /> ALL DIMENSIONS ARE IN ST�TF OF Ical�\F���\P 8 OF 12 <br /> METERS UNLESS OTHERWISE SHOWN <br />