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Construction Drawings - C7.30 V1PAVING CONSTRUCTION NOTES awRIDIANy- APPROVED MW22 s 3 e E =1 - 2712.00 0 I 2712.10 I 2711.86 I 2712.01 ° 42712.00 2711.4 I 2712.13 2712.05 2711.86 2712.07 2712.15zx� 2711.57 ° 2712.05 ° 2711.96 00 � " 2711.44 e 7.94% IC! 2712.02 8.00� o 2712.14 0 �7 M 0 2.00% Va 2712.00 2712.17 I Q 0 36 194 4 ° ° 2712.29 2712.07 2712.02 2711.46 2711.47 2711.95 I a ° 2712.19 ° a 2711.94 N 2712.22 1 pip Y 2712.01 2711.61 a 2712.12 ° ° 2711.72 2711.65 2711.86 m rn CURB RAMP DETAIL (STA=16+32+00) 1,10' 10100 I f 17 18 ME/BCR STA:10+18.00 OFF: 46.50'RT TC: 2712.34 CURB RAMP DETAIL (STA=10+36+00) 1"=10'� NORTH j I II I° II h I I - - I I 1 BCR STA:10+18.00 q�. N OFF: 46.50'LT TC: 2711.84 BCRI I� II 15 STA:11+91..50 I V OFF:36.50'LT ECR TC:2713.13 STA:10+48.00 ' W OFF:16.50'LT ECR Q _ TC:2712.00 _ _ STA: 11+68.81 6 I I - OFF:16.50'LT C) V) 6 + STA:11+0 00 TC: 2712.59 W -W 6-0FF:16.50'LT (/� �N TC:2712.27 - (A 03 oc s I_>S� � mil I - - I\�^ W. LEARMONT ST 1 STA: 11+00.00 x 1 0 OFF:16.50'RT - 'TC: 2712. BCR 6• 1 STA:11+68.79 ECR I 4 - - OFF: 16.50'RT - - STA: 10+48.00 TC:2712.59 OFF:16.50'RT TC: 2712.01 ECR 1 STA: 11+91.50 17 I 1 I 32 OFF:36.50'RT TC: 2712.73 Li I m 0 2716 0 o 0 2716 0 o Urn 00a0 +r2 o O c) N to }� 7N N^ N +� a° � +N ON SJ D_W dW ON o aw 5 � EX. GRADE 5� aw aw ®ROAD � -- - 2712 - / --- +0.507-- +2.00% 2712 -2, 00q +1 •g6% PROP. GRADE o ® ROAD OL u7 0 N m rn o +� u� No �n N 5� +� o� aw 2708 50.j 2708 2706 2706 O 7 N N M N N N 10+00 11 +00 12+00 W. LEARMONT ST. PLAN AND PROFILE I I I 2711.51 2711.22 ° 2711.61 2711.43 2710.88 } 1 1.17% M 7.00 Q 2711.47 1.45% n C 2711.49 2710.90 27 2711.39 C of 2711.58 Y 2711.59 ° Q 2711.69 I 0 I � CURB RAMP DETAIL (STA=10+36+00) ��c I \\\\ \ 1 \STBA:112+20, CB-1A -16.81LT STA: 12+20, 16.8ORT I RIM: 2710.54 8 INV IN: 2707.39 (12") INV OUT: RIM: 27 54 2707.56 8 ) I Q25: 0.23cfs _ + INV OUT: 2707.39 (12") cfs Q25: 1.114c Q10 fs STA:12+90-33 Q100: 0.32cfs7I - 2711.44 ° 2711.34 a 0.57% _ / I 4a 2710.69 " w WHARRIS ST 0.53 CURB RAMP DETAIL (STA=12+55+00) 1"=1o'_� a WL4X a / J a a 1"=10' ME/PT STA:10+00.02 OFF:18. TC: 2712.3512.35 i STA:13+38.37 a 2„ W = - L'J2+ ""'" OFF:18.00-LT % 'o OFF:18.00'RT O TC:2712.41 ME/PT TC:2711.47 1 38 0.41% 13+00 I - 117 LF OF 18" o \ i ' STA:10+00.08 - -34 LF OF 12" 0 11 % 0.00% J STA:11+00.00' i OFF:18.00'LT III , i SEEPAGE BED #1 _ `3 °4 OFF:18.00'LT TC:2712.52 18 5 I s�N / / � CTC: 2712.00 � \ -STA: 11 +50.00 \ CR 13 B OFF: 18.00'LT \ STA:13+337 TC: 2711.58 OFF: 18.00'LT } (� 6 _ _ -1 _ 1248 LF OF 18" 0 0.00% \ TC:2711.47 6 ECR GB BLOCK 1 STA:12+46.70 STA:12+20.00 \ 17 0� W OFF:18.00'LT OFF:18.00'LTLu 1 \ ECRP' ' I = TC: 2711.11 S&G-1 A TC: 2711.00 \ STA:13+08.56 DO U) I I I STA: 12+19.99,-28.14LT \ \ OFF:48.03'LT Y W BCR 1 9 IM: 2711.20 \ TC:2711.41 Q STA:12+74.75 INV IN: 2707.34 (12") O W I OFF:45.81'LT INV OUT: 2706.94 (18") U) I. TC:2711.36 I \ \ ® M 2716 0 2716 o^ o } O V ') 11 o \ EX. GRADE \ 0 ROAD rL d N w +� �N o Nrn // s� +o // \ aw \ 7N saW 2712 i/ 3% - ---- -- ---- - 2712 --- - - --+0.40% on on ocq n M r no � PROP. GRADE < N n^ �� rn^ m ROAD (L Nl m� M N M N N N W 2708 w w W U 2708 12" SD W d a INV: 2708.50 2706 2706 I� O 0 N I'7 N N N N N 13+00 12+00 11 +00 10+00 W. HARRIS ST. PLAN AND PROFILE �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 z INSTALL 12" SDR35 PVC PIPE. LENGTH AND SLOPE PER PLAN. a E 12 U INSTALL 12" PERFORATED PVC PIPE. LENGTH AND SLOPE PER `) PLAN. o 13 CONSTRUCT SEEPAGE BED PER DETAIL ON SHEET C8.10. 14 W ADJUST WATER VALVE BOX AND COVER TO GRADE. o 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. 4`�� NORTH 0 30' 60' 120' SCALE: 1 " = 30' F O Z ° 0z o U _ o H 'o co o co z 0 0 m ■� 0 0 ° W 0 a_ a_ N 0 W J_ ILL (n Q Z uo _ OJ 00 LLI I I- o J z 06 cn 0 Q 0 LU � o Z IL > f Q pw ILL m W C Uv� P } LL O Nw N LL > C = 0 Q ,,finn V Q LL CL o N N N N N N Z> CD CD O N N N V V V O U) i U U) _ CD Q m O 00 m m z 00 W W F � w O w � U d SEAL SS\ONAL ENC oFF' 0CENSE� 8670 S 01/14/2022 �91f OF \VQ� 9ejGA IL \A SHEET C7.30 o a �