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HomeMy WebLinkAboutC4.53_Roadway Details Intersection Details \ I I I 1 2543.59 2543.52 0 N 0 2543.52 ° 2543.59 \ I 1 0.0% 0.0% I I 16'PUBLIC UTILITY 1 o RIM: 2543.25 1.5/0 1 16'PUBLIC UTILITY Sheet Notes. 1 EASEMENT 1.5% 2543.29 6' o EASEMENT Q \ 1 I 1 LIP: 2543.09 LIP: 2543.09 2543.29 1 1. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES \ I I 1 8'ACHD I 2543.40 0.2% 0.2% 2543.40 1 I OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN PEDESTRIAN RAMPS \ i 1 1.3% RIM: 2541.99 1'3% EASEMENT 2543.46 r EASEMENT SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. THERE ARE NO TOLERANCES O \ems o S N ' I o i I i 2543.60 I LIP/GB: 2543.08 I LIP/GB: 2543.08 2543.46 2543.60 I ALLOWED ABOVE THE MAXIMUM SLOPES. I I 2. SPOT ELEVATIONS INDICATE TOP OF CONCRETE UNLESS INDICATED OTHERWISE BY THE = a oc cc 1 I I FOLLOWING ABBREVIATIONS: I 1 I I I LIP: 2543.07 LIP: 2543.07 I I FL FLOW LINE 1 - GB-GRADE BREAK 2542.44 T I I LIP-LIP OF CURB 7 LIP: 2541.99 LIP: 2541.99 2542.44 1 2543.61 0 2543.61 I I' 2542 44 1 MX MATCH EXISTING 2542.44 LIP: o LIP: 2543.07 2543.61 0 2543.61 RIM-RIM OF STRUCTURE 2542.35 2542.34 RIM: 2542.43 1 TA-TOP OF ASPHALT RIM: 2542.41 `` LIP: 2541.99 LIP: 2541.99 �` _ RIM: 2543.58 RIM:- - - - - - - - - - - - - - - - - - ' 5. 5.6% - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J 2542.04 0 2542.04 z � ` T o N. BRODY AVE. o z = W ~ 3. FOR ADDITIONAL STREET GRADES AND STATIONS, SEE ROADWAY PLAN &PROFILE.� W N. BRODY AVE. o v STA: 5+65.60, OFF: 22.38 R o 0.0% o o _ W ¢ 2543.57 2543.57 = "' Q n J 2541.99 STA: 5+65.60, OFF: 22.38 L < � v, J LIP: 2543.07 LIP: 2543.07 �' 00 ¢ LIP: 2541.93 T T Q � J cow z I - ¢ n J 4. FOR ADDITIONAL INFORMATION ON STORM DESIGN, SEE DRAINAGE&UTILITY PLAN. W ZD w 2542.36 2542.35 60 ¢ LU - :- RIM: 2543.60 00 Q - 2542.30 2541.99 "' m w m _ 2543.34 2543.51 2543.60 2543.55 2543.12 2543.12 2543.55 2543.60 "' w - -- - - - LIP: 2543.07 I LIP: 2543.07 LIP: 2541.93 2542.29 c� �_ - J 1% 51% 2543.42 2543.56 `� - 2543.60 2543.60 - - - - - - - - - - - 2542.31 - - 2542.34 - 2542.36 2542.35 - 2542.40 - - - 2542.53 - - - - - -J W m N - ;,foin 2543.56 2543.42 5W o W.TORANA ST. o a w W o N. SUNNY SIDE AVE. o o o wCO C/D #r 1 W.TORANA ST. T STA:4+01.27, OFF: 22.38'LTo "' 2543.43 STA: 5+75, OFF: 20.39'R o 0 o N. SUNNY SIDE AVE. �� W J4* STA: 4+74.06, OFF: 22.38'L T n 0 0% STA: 5+75, OFF:v20.39 - 2543.52 1 °o T I 1 /� � 2543.37 T � T T R/W 2542.23 2542.27 2542.21 �O\ �O0 2542.27 2542.32 R/W R/W _W_ 4 1 pul i 2543.27 R 2543.46 W.TORANA ST. 2543.37 2543.07 2543.37 -W TORANA ST. -R/W R/W R/ Q 2542.46 2543.37 STA: 6+57.66, OFF: 20.39'L LIP: 2543.01 LIP: 2543.01 4 ° _ _ _ STA: 7+ OFF: 2 2542.30 0.5/o Q 0.5% 2542.29 2542.35 11.66, 0 0.39'L 2543.40 2543.42 1 0% O\° 2543.07 �o0 1 p% 2543.40 2542.16 �' "' � 2543.26 2543.42 2543.46 2541.99 2542.24 r 2543.30 0.7% o `n if LIP: 2541.93 m o - RIM: 2541.93 2541.99 0.7% 0.7/0 2543.12 2543.07 R11 2543.01 2543.07 ° 2543.12 0.6/o LIP: 2541.96 LIP: 2543.06 0 2542.04 ; LIP: 2542.03 LIP: 2543.01 CLIP: 2543.01 LIP: 2543.09 LIP: 2541.97 Z - RIM: 2541.93 tb,- LIP/GB: 2543.07 0 LIP: 2541.93 LIP: 2542.02 o LIP/GB: 2543.08 LIP/GB: 2541.99 I _ 2542.04 LIP GB: 2541.99 LIP: 2543.07 LIP: 2543.07 LIP: 2543.07 CN 1 0% / (>' o C�� LIP: 2543.07 STA: 6+84.66 (W.TORANA ST.) o LIP: 2543.07 LIP: 2543.07 RIM: 2543.01 1.0/o 0 ° o N STA: 6+02 (N. SUNNY SIDE AVE.) RIM: 2543.01 �'� o � 1.0% N / 1.0% W. TORANA ST. o l,� TA/GB: 2542.42 TA/GB: 2543.23 W. TORANA ST. 7+00 - TA/GB: 2542.19 _� 4+00 0 5+00 - o a 0.6% ° + - I - - - - - - `� - - TA/GB: 2543.49 2.0/0 0.0% + o 0.7% 0.8% I o 0.0/0 2.1% 0.7% G 0.0% 0 0.0% 0.6%� o �0.0% 2.1% - 0.6/o S RIM: 2542.02 � o STA:4+37.66 (W.TORANA ST.) o G$ ' �Q' 8_1STA: 6+02 (N. BRODY AVE.) o / o \ S N Qi RIM: 2543.07 / CN G$ o N �� RIM: 2543.01 _ W LIP: RIM: 2543.44 �g o LIP/GB: 2541.99 RIM: 2541.93 N LIP: 2543.07 2543.12 C\; 6, LIP/GB: 2541.99) LIP/GB: 2543.07 LIP: 2543.07 LIP: 2543.07 LIP: 2541.97 2543.06 LIP: 2543.07 2542.04 2542.04 LIP: 2542.02 o CIO LIP/GB: 2543.08 LIP: 2541.96 LIP: 2541.93 LIP: 2541.93 LIP: 2542.03 LIP: 2543.06 LIP: 2543.01 0 LIP: 2543.01 LIP: 2543.09 0 0.7% / Z 0.7% (:2542.16 0 2541.99 0.0% 0.7% o Z 2543.07 2543.12 0 0 0 RIM: 2542.30 2541.99 0 2542.24 2543.26 2543.46 "' 1.0% �O / _ ° 2543.40 0.6/0 2543.30 2542.32 1.0/0 1.0% co 2542.35 2543.40 2543.42 0 2543.07 y 2543.07 p0 1.0/o _ 2543.42 ' 2542.24 0.0% 0.0% 2542.24 2542.29 2543.27 W.TORANA ST. LIP: 2543.01 ;- I W.TORANA ST. 2543.46 2543.52 W R/W 2542.23 R/W R/W 2542.33 R/W R/W R/W R/W R/W 2542.29 R/W 2542.33 2542.46 R 2543.43 W-STA: 6+57.66, OFF: 20.39'R 2543.37 Z LIP: 2543.01 0-1 W.TORANA ST. /W R \ 2543.37 2543.37 STA:7+11.66, OFF: 20.39'R- R/ 2543.52 W R/ 2542.34 W.TORANA ST. o 0 0 2543.37 „��� Lq STA: 4+01.27, OFF: 20.67 R 2542.34 N. SUNNY SIDE AVE. o 0 STA:4+74.06, OFF: 20.67 R ' "' o 0 o N. SUNNY SIDE AVE. / Lq STA: 6+29, OFF: 20.39'R ' r' r ' o r r 0.0% LIP: 2543.07 STA: 6+29, OFF: 20.39'L T 2 42.4 - - - - - 2543.34 - - - - - 2543.60 - - 5.1/0 5,1%T RIM: 2542.38 ; 0 1 2543.42 / 2543.56 2543.60 2543.60 - - - - - - - - - 2542.31 - - 2542.42 - - 2542.38 - = � - - - - � - - - 2543.51 2543.56 � 1 2543.55 2543.59 2543.60 !i W 5 0 - - 2542.42 2542.53 J � o z 2543.57 � 2543.125431 1 � �� o z 42 � z = W 1 = W = W / < � 2543.57 ¢ LU w Q N�2 2543.57 RIM: 2543.59 0o Q J WW - = LU -� W- - - - - - - - - - - - 1 W d - - - - - - - H ¢ W 4- _j W \ _ � r < C_ - W � w 2543.61 J Q N z - I 2543.61 LIP: 2543.07 LIP: 2543.07 I z I CO = LL, r c 1 LL, w U 2 I I 1 o U � m LU N 1 1 0 m � w LIP: 2543.07 LIP: 2543.07 I w 1 1 16'PUBLIC UTILITY � � h 16' PUBLIC UTILITY 1 I m °C 1 EASEMENT `ti T EASEMENT 2543.40 1 2543.60 1 I 2543.46 2543.46 2543.60 1 1 1.5% 1.5% 1 8'ACHD 2543.40 LIP/GB: 2543.08 LIP/GB: 2543.08 I 8'ACHD EASEMENT 2543.29 LIP: 2543.09 o LIP: 2543.09 2543.29 2 4 2 EASEMENT 5 3 5 �, r' I � 2543.52 1 2543.59 Roadway Details - W. Torana St. & N. Brody Ave. Roadway Details - W. Torana St. & N. Sunny Side Ave. 1 Scale: 1" = 10' \ Scale: 1" = 10' 1.5/0 1.5%° �� S N 1 0 1 ° 1 2545.80 � TA/GB: 2545.68 2546.00 2546.12 o 16 PUBLIC UTILITY I - 0.0% 0.0% I \, I 21 PUBLIC UTILITY I EASEMENT 1.5% 1 m 1 1 A RIM: 2545.55 2546.19 EASEMENT GIRR W 1 I 8'ACHD 1.2% 1.2% 13'ACHD I �'- 1 EASEMENT v 1 v '� �� o ��'� _ - EASEMENT 1 V 1 o a o 1 1 J ( 2546.04 I ❑ o 0 1 2545.72 I 1 Z o 1 A 2545.48 LIP: 2545.28 1.5% �' w RIM: 2544.01 I \ V LIP: 2545.28 2545.70 1 cS L S N W + m I \ \ 2545.59 LIP/GB: 2545.26 LIP/GB: 2545.26 2545.80 ��.07 1 BF O 1 2544.42 LU CA 2545.79 2545.65 1 - 2544.42 1 1 2544.44 LIP2544.01 LIP: 2544.01 � 1 2545.77 '� y � \ 2545.86 1 RIM: 2545.96 N 2544.47 Z I \ \ \ A. �� LIP: 2545.26 L- - - - - - - - - - - - - - RIM: 2545.76 RIM: I 2544.47 \ \ LIP: 2545.26 2546.09. 0 = cc 2544.34 V 1 \ LIP: 2545.26 0 2546.09 LIP2544.01 LIP: 2544.01 2544.34 2544.42 - - - 6.5% 6.5% N. SEPINO AVE. - _ RIM: 2545 75 �; ` \ V o / ¢ W - - - - - - - - - - - - - - N. SEPINOAVE o z STA: 8+12.67, OFF: 21.30 R , STA: 8+12.67, OFF: 21.30'L - - - - - - - - - - - - - - �, - -f V - - - - - - - - - - - - - - r Q = u, 2544.06 0 2544.06 �.�� w 2545.28 W ■ co RIM: 2544.39 o oo RIM: 2544.39 w c, 2545.30 2546.10 0.0/o r 2543.99 r �N c� ¢ W V A 2545.72 2545.55 7.0% 2545.89 45 2546.11 - - - - 2546.07 - PEE LIP: 2545.26 LIP: 2545.26 RIM: 25 .97 CID 2546.12 �_ LIP: 2543.95 _� m J - - - m �- - - - - - - 2544.37 2544.370 2544.19 m J ao "' z N. BARTOK AVE. �9° ,o, ■� oQ Q "' ~ z 2544.42 Q Q = w 4.9/o 2544.36 - 2544.42 - 2544.26 2544.01 I LIP: 2543.95 2544.26 o w � w - - -�' 2- - - 2545.46 - 2545.62 STA: 8+18 78, OFF: 18.21'R W �, � W .t LIP: 2545.24 I _ o000 o N BARTOK AVE. o m - 2544.42 - - - 2544.52 - - - - - - m Cw - - m "' 2545.70 0 an o- � c° `�? CL 'w = Q a w \` 0.0% o STA: 8+18.78, OFF: 21.56'L W.TORANA ST. LU co ' \ T W.TORANA ST. \ 2545.68 2545.94 _ �? 2545.42 2545.51 2545.83 ,Q' STA: 8+88.27, OFF: 22.301. � STA: 9+61.28, OFF: 22.30'L T 1 2544.35 R R W O\° 0 2544.35 W R LIP: 2545.17 \ 2545.22 2545.93 / R LIP: 2 4 .17 W.TORANA ST. / 244. / 55 5 35 00 / 2545.49 � 1 2544.28 O• \ W 2545.83 , 2 44.2544.32 5 35 I R/W R W o / W / W 2 44. 2 /5 3 2544.44 2545.51 STA: 12+66.16, OFF: 21.56 L �- 2545.37 W.TORANA ST. 2545.22 �`� 2544.31 2544.32 _81 0 0% 0 2544.32 \ - C 0.0/0 0 2545.43 STA: 12+08.66, OFF: 18.98E a \ 1.2% 2545.93 Cn 2544.17 o0 2544.37 0 2545.80 2545.30 2545.52 0 \ \ \ 0 a 1 2545.86 2544.26 0 0.2/o O \ o o° 2545.69 0.6% 2544.01 <\\< 0 0.5% \ CD ,�> 0 00000 0 0 2544.01 o0000 LIP: 2543.95 � cc RIM: 2543.95 0.5/0 2545.21 \ \ 2545.30 0.5/o LIP: 2543.96 LIP: 2545.09 2545.16 \ LIP: 2543.98 2544.06 RIM: 2543.95 LIP: 2544.05 LIP/G6: 2545.10 \ \ Q g 2545.22 LIP: 2545.27 C � LIP:2543.95 6 LIP: 2544.04 LIP: 2545.17 m o RIM: 2545.17 cc LIP/GB: 2544.01 ��� 2544.06 LIP/GB: 2544.01 LIP: 2545.10 \ LIP: 2545.17 LIP/GB: 2545.26 oMp 0 0 0 o LIP: 2545.10 LIP: 2545.10 Z LIP: 2545.24 LIP: 2545.26 0 0 c\i 1.0% o N RIM: LIP: \, \ LIP: 2545.26 G� o STA:9+24.66 (W.TORANA ST.) 1 p% N � � N � �� STA: 8+49.28 (N. SEPINO AVE.) �� ° \�V A RIM: 2545.17 1 0% LIP: 2545.26cc c� W. TORANA ST. w �� 1 0% v ���RIM: 2545.17 TA/GB: 2545.65 TA/GB: 2544.24 9+00 �, TA/GB: 2545.34 12+00 W. TO RANA ST.\ cy) CD - - TA/GB: 2544.40 10+00 _ � \ \ - - _ � 0 13+00 0.5/o - 0.5% 2.4% 0.0% o 0 0 0 0 1.9/0 0.6% 2.3% 0.0% � 0.0% 2.0% 0.5% �� o Revisions 10 S �� o o S N STA: 12+35.66 (W.TORANA ST.) C� _81i LIP: 2545.10 STA: 8+49.28 (N. BARTOK AVE.) o RIM: 2544.05 o o RIM: 2545.10 %% LIP: 2545.26 LIP: 2545.26 1' N G� o N 2545.16 \ RIM: 2545.17 \ \ co o LIP/G6: 2544.01 RIM: 2543.95 LIP/GB: 2544.01 `\' LIP: 2545.10 LIP: 2545.10 - 2545.21 \ \\ \ 1 LIP: 2545.24 LIP: 2545.26 `N LIP: 2543.98 6' LIP/GB: 2545.10 0 \ \ CLIP:2544.06 2544.06 LIP: 2544.03 LIP: 2545.17 \ LIP/GB: 2545.26 LIP: 2543.96 LIP: 2543.95 �� LIP: 2545.09 \ o \ LIP: 2543.95 LIP: 2544.04 \ 2545.18 LIP: 2545.28 0.6% 0.0% 0 0.5% RIM: 2545.48 \ V A 0 2545.30 ° 2544.17 0 2544.01 RIM: 2544.32 0.5/0 - 0.5/o 2545.22 `0 1.0°/ ` A � 1.0% � 0 0 2544.01 0 2544.25 2545.52 boo ' \ \° 2545.67 2545.59 2545.48 2544.31 L0 2545.44 W.TORANA ST. �n 0.0% 2544.29 0.0% T 0.0% 2544.28 0.0% "' 2544.37 � 2545.43 W.TORANA ST. 2545.22 2545.22 � � 2545.50 STA: 12+08.66, OFF: 18.98'R 2545.47 2545.59 STA: 12+66.16, OFF: 18.21'R 2545.66 2544.29 2544.28 LIP: 2545.17 I LIP: 2545.17 2545.69 R 2545.38 R R/V V R/W / 2545.70 R/ R R/W 2544.28 R 2544.35 R/W R/W R/W R/W 2544.35 R/ R/ 2544.44 R R/W 2545.56 2545.59 . . -W.TORANA ST. / -- ^ 2544.35 RIM: 2544.36 W.TORANA ST. a 0-1 1STA: 8+88.05, OFF: 20.67'R / 2544.34 0 N. BARTOK AVE. 1 o to "' 0-1 STA:9+61.28, OFF: 20.67'R "' o ' ,N N. BARTOKAVE. Lq / STA: 8+76.28, OFF: 18.98 R *- T 0.0% 1 1 1 1 1 � � STA: 8+76.28, OFF: 18.98 L - - 2544.41 2544.41 - - - 2544.52 - - - 2545.68 \ 2545.65 LIP: 2545.23 LIP: 2545.23 \ 6.6%\ \ 5 2545.84 2545.79 2545.76 - - - - - - - - 2545.E - - - - - - - - `- - 2544.42 2544.42 1 o z = w 2545.74 2545.27 1 2545.27 \ \ 2545.82545.83 o z LU w `_' LU 60 Q 2545.80 \ \ 2545.80 a w /- W -� ¢ CIO - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - W I o \ , - - - - - - - - - - - - - - - - - o z ao LIP: 2545.23 LIP: 2545.23 = W J m z I 1 2545.5E \ CIO w I I y 1 \ \ I f w 568 W mLU CO ¢ 1 2545.7E 2545.62 2545.25 \ \ 2545.76 W � � m � � 04/15/2025 � CL w o i 2545.56 LIP/GB: 2545.23 2545.62 I 1 a w �qTE �pP� LIP/GB: 2545.23 CID J. OF y 2543 o T 1 2545.45 I IP: 2545.24 LIP: 2545.24 i 9�ES W.G 0 ° �, o_810 2545.67 Project No.: 123200 254 Lq 5.67 0 o 1.5% I 1 ` Date of Issuance: 4.15.2025 \ \ 1.5/° 8'ACHD � � 8'ACHD � ' Project Milestone: Permit Set EASEMENT 1 I \ 1 EASEMENT 1 Roadway Details = 1.7% 1.7% ` 16'PUBLIC UTILITY I 6> c� � 1 16'PUBLIC UTILITY,, EASEMENT I 2545.73 2545.6E TA/GB: 2545.62 2545.6E 2545.73 EASEMENT Intersection Details Roadway Details - W. Torana St. & N. Sepino Ave. Roadway Details - W. Torana St. & N Bartok Ave. Q3 3 Scale: 1" = 10' Scale: 1" = 10' --- C4m53