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STALL 2322 5Y OF 6' P.C. CONCRETE PAVEMENT PROPOSED 0' NxOPLAST DRAIN BASIN FG RIM- 1857.85 DEPTH= 2.2]' a 9: INV. WT= 1855.62 (8' HDPE) M: 104135.930 E: 124605.087 PROPOSED 12' NYLOPL05T DRAIN BASIN FG RIM= 1857.91 DEPTH- 2.38' NW INV. 19= 1855.53 (8' HDPE) NE INV. OUT= 1855.53 (8' HDPE) 5: 104116.010 E: 124615.887 4 a4 d 4 4 44 a RECONSTRUCT GRATE INLET TAP B' STORM PIPE FG NIM- 1856.99 EG RIM= 1857.19 5W INV. 114= 1855.25 (6' NOPE) NE INV. GUT= 1855.25 (8' PVC) 4 d N554 1 70 IP CP B' HDPE STORM PIPE SLOPE = 0.40R 4 INSTALL 23 LF OF 8' HOPE 810RY PIPE SLOPE - OMR MATCH EXISTING SIDEWALK CURB RAMS ADJUST WATER VALVE TO GRADE EC RIM = 1858.23 FC RIM =1858.53 4 a 44 4 4 LEGEND PROPOSED 6' P.C. CONCRETE PAVEMENT PROPOSED 5' P.C. CONCRETE SIDEWALK 0' 5 10' 20' SCALE IN FEET PAVING NOTES: 1. 5AWCUT JOINTS SHALL BE NO LARGER THAN 8.08. ON 5' SIDEWALK d PAVEMENT. PROTECT FENCE ad 4 4 4 3. SDEVIALK JOINT5 MALL BE EDGES SHALL B0 REMOVED ROI LDSED AND TROWELED. ME TROWEL BROOM FARM. 91 4d 5AWCUT JOINTS SHALL 8E NO LARISR MAN 10810. 061 6' P.C. CONCRETE PARKING LOT PAVEMENT. V 4. PRIOR TO PAVING, ME TOP 12' OF SUBORA00 IN ALL AREAS TO a RECEIVE PAVEME111 SHALL BE. SCARIFIED. AND 100069AC1ED TO 98* a _ PROCTOR. SUBSIDIARY TO PAVEMENT. 44 da 4 4 4 2 d 5 ALL 8' P.C. CONCRETE PAVEMENT SHALL BE 8008 CLASS 1]13-]500 4 o a 4 a 4 AND SNAIL USE TYPE 19 CEMENT AND HAVE A 28 DAY COMPRESSIVE STRENGTH 09 3500 PSI. 4 6L CONCRETE SIOEWALNS SHALL BE HOOT CLASS BX -3000 AND 4 2 q ° a 4 . AU. USE TYPE IP CEMENT AND HAVE A 28 DAY COMPRESSIVE ° 4 a 4 a 2 4 PROTECT POWER POLE STRENGTH G 3000 PSI. a 7. CONTRACTOR 9MALL PLACE CURING COMPOUND Ca ALL EXPOSED a 4 a 4 CONC8E1E SURFACES IWAEDIATELY ALTER FINISHING. a 4 8. ALL NEW TO EXISTING CONCRETE PAVEMENT JOINTS SHALL HAVE 4 d 44 a 0 EXPAN90N JOINTS a 2 4d 9. AJL EXPAN90N JOINTS ALONG ODER..5 SHALL 8E FILLED MTH a 404 CRAY SELF LEVELING URETHANE SEALANT. d d a 4 4 10. CONSTRUCTION OF ALL J%NT5 INCLUDING 00..5AI 5 D TIE BARS d4 4 4 a a a SHALL BE CONSIDERED SUBSIDIARY TO CONCRETE PAVEMENT. a 4 2 4 11. ALL PAVEMENT SHALL HAVE A LIGHT BROOM FINISH. 4 4 4 a 4 a 4 a 4 2 d ° a 4 a a 4 4° 4 4 4 a4 4 4 4 41 4 d ° 2 a 4 RECONSTRUCT ORATE INLET TAP 8' STORM PIPE a 4 FG RM- 1856.54 Yvy4IA=vi-1 * * 7* 4 7 . pa EG RM= 1856.95 SW 60. IN= 1851.00 (a' HOPE) ZERO CURB, SEE SHEET NE INV. OUT= 1854.00 (8' PVC) 4 a. 7 FOR SPOT ELEVA00N5 3 8 4 a 4 8 a 4 a a 4 INSTAL 75 LF OF 8' HOPE STORM PIPE SLOPE - 1.001E ADJUST STORY MANHOLE TO GRADE AS NEEDED EG RLI - 1857.23 FG RM - 1857.23 O5E0 8' NYLGPLAST ORAN BASIN FG RM= 1857.67 DEPTH= 291' 5E INV. OUT= 1855.06 (8' ADM) N: 104069.600 E: 124679.963 915TALL 31 IF OF 8' HOPE STORM PPE SLOPE - 1.001E d INSTALL 16 SF OF ADA DETECTABLE WARNING PANEL PROTECT EIECIPC BOX A 4 ° a a /�G 4 9 4 ° 4 4 STALL 32 58 G 5' P.C. BURP 8 10 G CHANNEL DRAIN PROPOSED 12NKOPLAST DERAIN BASIN FG RIM= 1857.86 DEPTH= 3.11' NW INV. M= 1854.75 (8' HDPE) NE INV. OUT= 1854.75 (8' NOPE) N: 104072.388 E: 124494.686 ADJUST SANITARY MANHOLE TO GRADE EG 86.1 = 1857.12 FG RM =1857.36 MATCH E8511NG 90EWALN CURB RADIUS 0 U CO Z 03 82 cloarn WP=M4404441W nlnm: daw 2022 SHEET 8 of 8