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HomeMy WebLinkAboutC302a X N a' 0 U � I o I ai 0 cn ai �I 00 Ln �j °I!I a � I a� 0 0 0 0 r-> U rn u7 0 rn U w O a ci LZ f ! r� t Inv. = 131.00 12 `— Inv. _ 13'1.0© �o m U �r M b i� 0 Inv. = '141.00 I ' I s® I I i r I I I s _ --:f E 3 x W X W 93 �' cF 4' pert PVC in play area and connecting to 12' HDPE are part of Alt_ No. 3 See Detail 1/0401 inv. =138.48 4a \E Of �• GAer fo mu�cr,. inv. =139 401f of 4' PVC p,ay slope as required. \ o of 4' Pe d,er e - Q�G �a�r �i f a• P �G Inv. 135.33 / \ O Inv. =139.15 inv. ='t40.0ro -- �ic 1 ©� \ Inv.= -739.49 � i =13932 0 1 \ Inv. =13(b.11 \ \ Erflareed Utilitq Flan Sca le: 1' = 3fd' -0' NORTH \\ \\ \ C �ENEfR,4L NOTES: NOTES: 1.) See detail I/C403 for pipe bedding O 1500 gallon concrate septic tank See Beta i I O Gonect 4'PVC to foundation drainage system. Inv. _ information. 2/C403 and specifications. 131.0+ 2.) See detail 5/C401 for volleyball O2 Concrete distribution box See detail 5/0403 O 12' HOPE end section and riprap apron. \ a�a Sly/ �0 �a 0 0 a` . i - i i i i 1'n Q • See Beta t 1 4/0203 for ri ra apron. \ �• // underdrain section. 100 LF, of 4' p p perforated PVC. O 4' PYC SDR -35 sanitar lateral (per ASTM 110 L•F. °f 4' p 3 y p O Water drain down pit, valve Ive, and 2 PYG water _gqo D- 3034). See detail I/C403 for bedding 5 service to building. Coordinate with Indianapolis vC information. Water Company (Ted Williams (311) 571- 0053). O 4' perforated PVC m 2'/100' slope (par ASTM Sae detail 6/C403. I � D- 2129). install pipe with perforations at the 4 t0 Approx. location of 2' water service to be \\ / Inv. out o'clock. a o'clockk positions. and 12 o'clock positio Sea O provided by the Indianapolis Water Co. 13ro 25 detail 3/C403 for absorption trench information. ' 11 Type C concrete inlet. Connect to existing � , -- O4' perforated PVC perimeter drain (par ASTM O 18 (v.i.f.) pipe. See detail 11C403. D- 2129). Install at CB% slope. Sae detail 4/0403. 12 Extend 21' RCP to inlet. 12 LF of 21' RCP ol Orequired. See detail 1/0403. Pipe catch basin. See detail 2/0401 13 Precast concrete end section. P - Inv.= 133.40 O S C H M I D T Z ;. ASSOCIATES Wil -Fra -Mar Building 320 East Vermont Street Indianapolis, IN 46204 -2126 317 - 263 -6226 Fax: 317 -263 -6224 Project No.— Project Date May 15, 19a8 Produced r ja, mar Revision Date �G1STF,q�F9� No. L0147 N r STATE OF ` y'�• L� N ��� ,t��tii:':: ::rN�ai V 9©0119 ct_ ; P STATE C;: iv 0 IN These Drawings and Speolr' -- atlons, and all copies thereof are and shell remain the property and copyright of the Architect They shall be Used only with respect to this Project and are not to be used on any other Project or Work without prior written permission from the Architect. River Heritage Park Enlarged Site Utility Plan C302 ° jc X W 93 �' cF 4' pert PVC in play area and connecting to 12' HDPE are part of Alt_ No. 3 See Detail 1/0401 inv. =138.48 4a \E Of �• GAer fo mu�cr,. inv. =139 401f of 4' PVC p,ay slope as required. \ o of 4' Pe d,er e - Q�G �a�r �i f a• P �G Inv. 135.33 / \ O Inv. =139.15 inv. ='t40.0ro -- �ic 1 ©� \ Inv.= -739.49 � i =13932 0 1 \ Inv. =13(b.11 \ \ Erflareed Utilitq Flan Sca le: 1' = 3fd' -0' NORTH \\ \\ \ C �ENEfR,4L NOTES: NOTES: 1.) See detail I/C403 for pipe bedding O 1500 gallon concrate septic tank See Beta i I O Gonect 4'PVC to foundation drainage system. Inv. _ information. 2/C403 and specifications. 131.0+ 2.) See detail 5/C401 for volleyball O2 Concrete distribution box See detail 5/0403 O 12' HOPE end section and riprap apron. \ a�a Sly/ �0 �a 0 0 a` . i - i i i i 1'n Q • See Beta t 1 4/0203 for ri ra apron. \ �• // underdrain section. 100 LF, of 4' p p perforated PVC. O 4' PYC SDR -35 sanitar lateral (per ASTM 110 L•F. °f 4' p 3 y p O Water drain down pit, valve Ive, and 2 PYG water _gqo D- 3034). See detail I/C403 for bedding 5 service to building. Coordinate with Indianapolis vC information. Water Company (Ted Williams (311) 571- 0053). O 4' perforated PVC m 2'/100' slope (par ASTM Sae detail 6/C403. I � D- 2129). install pipe with perforations at the 4 t0 Approx. location of 2' water service to be \\ / Inv. out o'clock. a o'clockk positions. and 12 o'clock positio Sea O provided by the Indianapolis Water Co. 13ro 25 detail 3/C403 for absorption trench information. ' 11 Type C concrete inlet. Connect to existing � , -- O4' perforated PVC perimeter drain (par ASTM O 18 (v.i.f.) pipe. See detail 11C403. D- 2129). Install at CB% slope. Sae detail 4/0403. 12 Extend 21' RCP to inlet. 12 LF of 21' RCP ol Orequired. See detail 1/0403. Pipe catch basin. See detail 2/0401 13 Precast concrete end section. P - Inv.= 133.40 O S C H M I D T Z ;. ASSOCIATES Wil -Fra -Mar Building 320 East Vermont Street Indianapolis, IN 46204 -2126 317 - 263 -6226 Fax: 317 -263 -6224 Project No.— Project Date May 15, 19a8 Produced r ja, mar Revision Date �G1STF,q�F9� No. L0147 N r STATE OF ` y'�• L� N ��� ,t��tii:':: ::rN�ai V 9©0119 ct_ ; P STATE C;: iv 0 IN These Drawings and Speolr' -- atlons, and all copies thereof are and shell remain the property and copyright of the Architect They shall be Used only with respect to this Project and are not to be used on any other Project or Work without prior written permission from the Architect. River Heritage Park Enlarged Site Utility Plan C302