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Construction Drawings - C7.30 V1 (2)=1 - a 2712.00 0 I 2712.10 I 2711.86 I ° 2712.01 2712.00 ° 2711.44 I 2712.13 2712.05 2711.86 2712.07 2712.15 2711.57 ° 2712.05 ° 2711.96 �e v " 2711.44 e 7s4% � h 2712.02 2712.14 8.00 �7 0 2.00% b 2712.00 2712.17 I Q o .36 m� 4 ° ° 2712., 2712.07 2712.02 a 2711.46 2711.94 Oc 2711.47 2711.95 I a N r ° 2 112.1 2712.22 I pcp 2712.01 2711.61 2712.12 ° ° 2711.72 2711.65 \ 2711.86 m m CURB RAMP DETAIL (STA=16+32+00) 10100 I 17 18 ME/BCR STA:10+18.00 OFF: 46.50'RT TC: 2712.34 a CURB RAMP DETAIL (STA=10+36+00) NORTH I I I E5 BCR I STA: 10+18.00 1 OFF: 46.50'LT TC: 2711.84 BCR II 15 STA:11+91..50 OFF:36.50'LT ECR TC:2713.13 STA:10+48.00 OFF:16.50'LT ECR TC:2712.00 STA: 11+68.81 6 _ _ 1 I - OFF: 16.50'LT 6 STA:11+00.00 TC:2712.59 1 N-OFF:16.50'LT ""-11 ° -- TC: 2712.27 ro o I,.ZI 1 M „Z 03 oc� 1 W. LEARMONT ST 1 I It 1- ro L + 11 STA:11+00.00 x o OFF:16.50'RT - °TC:2712.27 BCR\ 6 I STA:11+68.79 ECR I 4 - - OFF:16.50'RT- - STA:10+48.00 TC:2712.59 1 OFF:16.50'RT TC: 2712.01 ECR STA:11+91.50 17 I 1 I 32 OFF:36.50'RT BLOCK 5 I TC:2712.73 I I I 1 I i 31 99 Ill�l i'I �C ° 2711.44 ° 2711.24 2711.34 ° � �571 ° - 4° 7711-98 ° "L/�U.6/) 271o.ss �. vti-W HARRIS ST 0.53 CURB RAMP DETAIL (STA=12+55+00) } I 1.17% 7.00 Q .57% 1.45% 2710.90 2710.90 Q 2710.99 2711.39 2711.26 ° Y 2711.48 pL a a 2711.59 ° Q 2711.57 2711.69 I 0 ° CURB RAMP DETAIL (STA=10+36+00) \ 1 I ME/PT i \\mac 1 STA:10+00.02 \ I I OFF:18.00'RT i \ 1 1 TC: 2712.35 i o \\\ i 4 STA:11+50.00 \ I \ OFS:10+50a I OFF:18.00'RT � OFF:18.00'RTRT TC:2711.58 TC:2712.41 0 \ \ 1 CB-1A 1 CB-1B STA: 12+20,-16.81LT OFFSTA:1+00.00� . OFF:18.12.00 STA: 12+20, 16.8ORT 1 RIM: 27 54 RIM: 2710.54 8 INV IN: 2707.39 (12") TC:2712.00 i INV OUT: 2707.56 8") I INV OUT: 2707.39 (12") 1; �•°� °N' 1 / Q25: 0.23cfs- "f'- Q25: 1.11cfs _ Q100: 1.54cfs STA:12+90.33 Q100: 0.32cfs 1 c6 OFF: 6 - - },p0/ 2711.28 TC: 2711.28 -a a - - RRIS ST HA o. 0 - o 17 4 1-18%`^' 1y� o 1 `i co ° STA:13+38.37]�' _ - 112+ 11 LF OF 12" 0 0.49% STA:10+50.00 � ° OFF:18.00'LT / A \ OFF:18.00'RT TC:2711.47 38 1 W 0.41 13+00 1 I/-� 1 f am � 7 LF OF 18" - •" ° TC:2712.41 ME/PT - - 34 LF OF 12" ICI 0 �% 1 I 11 0.00% J SEEPAGE BED STA:11+00.00' i Q�` OFF:STA:18.00'LT TC:2712.52 #1 / 18 5 0 I s�N CTC: 2712.00 \ C) - -STA: 11 +50.00 \ BCR STA: 13+38.37 OFF:18.00'LT 13 TC: 2711.58 \ - OFF: 11100'LT TC: 2711.47 } U 6 _ _ -1 - 1248 LF OF 18" 0 0.00% GB \ \ 6 < ECR STA:12+46.70 STA:12+20.00 BLOCK 1 \ 17 " W OF: OFF: 181. 00 1 \ 1 2711. TC: 2711.00 EC STA:13+08.56 : I = 1 TC: 2711.11 I I S&G-1 A \ \ OFF:48.03'LT EO Y U) W I BC 1 R I STA: 12+19.99,-28.14LT \ 9 IM: 2711.20 \ TC:2711.41 Q O W STA:12+74.75 INV IN: 2707.34 (12") \ � OFF- 45.81'LT 1 INV OUT: 2706.94 (18") \ ®� M 0 I: TC2: 711.36 0 2716 ro o 2716 o 0 o roa0 +r2 O O o rn + C4 Ow N +- O �O + N N W �i: +� S J OWN dW d .. N 5 -Lio 5 J EX. GRADE aw 5� dw ® ROAD 2712 - +0.50% +2.00% 2712 -2,005:, +1,g0% PROP. GRADE O ®ROAD EL in 0 N cq rn o +� u� O �� �n � N aw o� 2708 a W 2708 2706 2706 O N N M N N N 10+00 11 +00 12+00 W. LEARMONT ST. PLAN AND PROFILE 2716 g 2716 ^ o� O O cV C6 ao +''?•ROAD o I \ EX. GRADE @ .. (L N N rn \ w N 5Ld + O �N \ a w \ saW 2712 i 3% \_ ------ ---- - 2712 - -- - - _ +0.40% O r ocq n m M r Mo PROP. GRADE N n � 0) ROAD (L tti m � M N M N N N W 2708 w w W U 2708 12" SD W 0_ CLI INV: 2708.50 2706 1 1 1 2706 I� OFz 0 N r7 N N N N N 13+00 12+00 11 +00 W. HARRIS ST. PLAN AND PROFILE 10+00 PAVING CONSTRUCTION NOTES �1 CONSTRUCT 6" VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENTAL STD DWG SD-701. ® CONSTRUCT 5' DETACHED CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL STD DWG SD-709. 2% MAX. CROSS SLOPE. �5 CONSTRUCT 4' WIDE VALLEY GUTTER PER ISPWC STD DWG SD-708 AND ACHD SUPPLEMENTAL SPECIFICATIONS. © CONSTRUCT PEDESTRIAN RAMP WITH DETECTABLE WARNING FOR PEDESTRIAN ACCESS PER ACHD SUPPLEMENTAL STD DETAIL SD-712 & MODIFIED ISPWC STD DETAIL SD-712A, TYPE "A". SEE SHEET C8.10. ® CONSTRUCT TYPE III CATCH BASIN PER ACHD SUPPLEMENTAL STD DWG SD-603. �9 INSTALL 1000G SAND & GREASE TRAP PER ISPWC STD DWG SD-624 WITH 20" BAFFLE SEPARATION. 11 INSTALL 12" SDR35 PVC PIPE. LENGTH AND SLOPE PER PLAN. 12 INSTALL 12" PERFORATED PVC PIPE. LENGTH AND SLOPE PER PLAN. 13 CONSTRUCT SEEPAGE BED PER DETAIL ON SHEET C8.10. 14 ADJUST WATER VALVE BOX AND COVER TO GRADE. 17 INSTALL TYPE II TERMINUS BARRICADE PER ACHD SD-1132A. 18 INSTALL TYPE III TERMINUS BARRICADE PER ACHD SD-1132B. NOTE: 1. ALL STATIONING AND OFFSETS ARE FROM THE STREET CENTERLINE. 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. KEY MAP N.T.S. NORTH 0 30' 60' 120' SCALE: 1 " = 30' z 0 0 Q 0 N W J U) W v Q � ILL � 00 20 O 0 Q Q CL ozs U) 0 Z Lu 07 Q ILL. LL 0 LU CO _J Z Q �Df U = Q rrann V Q CL ti N 0 N V N 0 N V N 0 N V 00 z O Lu J Q 0 U) O O m 0 Z 00 0 W W z Lu O U (n W O 0 U d SEAL , SS\ONAL oFF' �\CENSER �y� 8670 S 01/14/2022 O r9Tf OF �OP� 9ejGA IL HP�� SHEET C7.30 o a