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HomeMy WebLinkAbout0815.93.7s. on'zll i r- 1 °�51 $,A►,$� 3a 50+�.v1 $t ,S(o W91513 131 St STREET ,�,,�t _ tsot,3orr� _ �t'io _ ,� _ eog.�, eo3►7i _ t,�nei r �,,� —'�e ° a o � N � PtW to�� . ier 1% Sog, io (�tM tltr'Y t�15 _a 0 T— 45' HALF RIGHT OF WAY UNE_ C " aim) • t 1W V;fop gar PROPOSED 20H WATER MAIN � 0� ,gOcMOR� LEGEND Nve ENLARGED PLAN PROPOSED BLJLD14G NEW CONCRETE WALK WITH BRUSH FISH it ♦ l "INTEGRAL CONCRETE CURB NEW ASPHALT PAVEMENT EXISTING TOPO LIVE ALTERED BY NEW CONSTRUCTION EXISTING TOPO LV E TO REMAIN UNDISTURBED �O PROPOSED FINISHED GRADE TOPO LIPS 8�o•.r —+ EXISTING SPOT ELEVATION 1O'd1° PROPOSED SPOT E LEVATION i►N.�+ PIPE INVERT ELEVATION Tom• Q� PROPOSEM TOP OF CURB ELEVATION T"01. PROPOSED iOP OF WALL ELEVATION ft ° ° — PROPOSED DITCH FLOW LINE CLEvATION PROPOSED STORM SEWER PROPOSED SUBMAIN C P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 PLAN NOTES Protect existing tree to remain. 4" diameter foundation drain and backfill per detail 1 /L109. 4" diameter underfloor drain per detail 8/L109. Coordinate inverts as required for actual ductwork dimensions shown approximately. 4" diameter pavement subdrain per detail ll /L108. 6" diameter ditch subdrain per detail 5/L109. Subdrain observation and flushing riser per detail 4/L109. Subdrain outfall per detail 17/L108. 6" diameter PVC sanitary sewer. Sewer rodding hole per detail drawing Lill. Sanitary sewer manhole per detail drawing Lill. Downspout location with splashblock per detail /L109. Downspout location with PVC downspout shoe. Downspout location with cast iron downspout shoe. PVC roof storm drain, size and slope per plan. Storm drain end treatment per detail 17/L108. Concrete stoop per detail 2/L108. Expansion joint per applicable details. 4" thick concrete walk with jointing and brush finish as indicated. 6 11thick concrete pavement per detail 8/L108. Brown finish concrete ramp. Handicap ramp per detail 9/L108. Curb height . varies from flush with pavement to 6" typical. Garb end taper per detail 7/L108. 4" width painted pavement marking, white. 24" width painted stop bar, white. Painted handicap parking symbol per detail 7/L109. Handicap parking sign per detail 6/L109. New 30" stop sign on U-channel post. Aggregate mulch on filtration /separation fabric. Wood edging per detail 9/L109. Light pole base location. See 'E' series drawings. E CSO ARCHITECTS mono © Copyright 198 AR 3*TEM PLANNERS INTERIOR DESIGNERS WIN , 1W V;fop gar PROPOSED 20H WATER MAIN � 0� ,gOcMOR� LEGEND Nve ENLARGED PLAN PROPOSED BLJLD14G NEW CONCRETE WALK WITH BRUSH FISH it ♦ l "INTEGRAL CONCRETE CURB NEW ASPHALT PAVEMENT EXISTING TOPO LIVE ALTERED BY NEW CONSTRUCTION EXISTING TOPO LV E TO REMAIN UNDISTURBED �O PROPOSED FINISHED GRADE TOPO LIPS 8�o•.r —+ EXISTING SPOT ELEVATION 1O'd1° PROPOSED SPOT E LEVATION i►N.�+ PIPE INVERT ELEVATION Tom• Q� PROPOSEM TOP OF CURB ELEVATION T"01. PROPOSED iOP OF WALL ELEVATION ft ° ° — PROPOSED DITCH FLOW LINE CLEvATION PROPOSED STORM SEWER PROPOSED SUBMAIN C P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 PLAN NOTES Protect existing tree to remain. 4" diameter foundation drain and backfill per detail 1 /L109. 4" diameter underfloor drain per detail 8/L109. Coordinate inverts as required for actual ductwork dimensions shown approximately. 4" diameter pavement subdrain per detail ll /L108. 6" diameter ditch subdrain per detail 5/L109. Subdrain observation and flushing riser per detail 4/L109. Subdrain outfall per detail 17/L108. 6" diameter PVC sanitary sewer. Sewer rodding hole per detail drawing Lill. Sanitary sewer manhole per detail drawing Lill. Downspout location with splashblock per detail /L109. Downspout location with PVC downspout shoe. Downspout location with cast iron downspout shoe. PVC roof storm drain, size and slope per plan. Storm drain end treatment per detail 17/L108. Concrete stoop per detail 2/L108. Expansion joint per applicable details. 4" thick concrete walk with jointing and brush finish as indicated. 6 11thick concrete pavement per detail 8/L108. Brown finish concrete ramp. Handicap ramp per detail 9/L108. Curb height . varies from flush with pavement to 6" typical. Garb end taper per detail 7/L108. 4" width painted pavement marking, white. 24" width painted stop bar, white. Painted handicap parking symbol per detail 7/L109. Handicap parking sign per detail 6/L109. New 30" stop sign on U-channel post. Aggregate mulch on filtration /separation fabric. Wood edging per detail 9/L109. Light pole base location. See 'E' series drawings. E CSO ARCHITECTS mono © Copyright 198 AR 3*TEM PLANNERS INTERIOR DESIGNERS 9100 Keystone Crossing suit•ew Indianapoirs, Indiwa 400 (317) 84&7800 SCOPE DRAVANGS Thee &vwq. I ", - 0* anal 80"S of n,. Pmt in to i of rawwca.aldeeyn a«b•w aw dtnt«»br» a #a buW6= MOW Wchftw N .wn»nw and the two of strud", nMchwWaiwwrO4 eel eysWo The d q`� n.° for Ii Per/« On 1 a the 7*th Wpfto.. oowt tract. a+ the bads a tM dk. Ned or OeeerWed the trade corMraebr6 ahaN turrWh au Nanw reo,rhd for the Proper rwrAwrt rrd ooniPMwn Of VW WOOL y rn N L Z (� W N 3 � Q ' w UJ v Ll. Z Q t� Cl) ul �. 0 r r &ST � i '� •' H 0. �i►�i .19359 STA?E Of items S, tiADIHNr: -f�j�� CERTIFIED BY 6x"i J. SHEET NO L105' OF FILE NO 92217 -A