sunrise park
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STANDARD DETAILS
2-16-18
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228.70
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227.00
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PERF. PIPE PER ONSITE SWALE DESIGN GUIDE
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6"
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0.9'
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2:1 SIDE
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SLOPES
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OREGON
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RENEWAL DATE 6-30-18
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Time: 15:52
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Date: 2/16/2018
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Scale: 1=30(PS)
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File: dwg\2014\14-31\14-31_dtls.dwg (George)
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276 N.W. Hickory Street P.O. Box 725
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K & D ENGINEERING, Inc.
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Albany, Oregon 97321
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(541) 928-2583
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16"
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4.35%
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4"
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GROWING MEDIUM: SHALL BE INSTALLED BY CITY OF ALBANY FORCES. NOT INCLUDED IN CONTRACT.
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NOT INCLUDED IN CONTRACT.
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GRAVEL SPLASH PAD: SHALL BE INSTALLED BY CITY OF ALBANY FORCES. NOT INCLUDED IN CONTRACT.
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FINISHED GRADE
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4" %%C PVC ASTM D-3034 PIPE
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4" %%C PVC ASTM D-3034 PIPE
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4" %%C PVC ASTM D-3034 45%%D BEND
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4" PVC ASTM D-3034 PLUG/CAP,
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REQUIRED FOR END OF LINE CLEAN-OUT
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4" %%C PVC ASTM D-3034 PIPE
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4" STORM DRAIN CLEANOUT
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NOT TO SCALE
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1
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C-4
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4" WATERTIGHT PLUGOLIVER TYPE OR APPROVED EQUAL. PLUG SHOULD BE PLACED 3" BELOW FINISH GRADE
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4"x4" PVC ASTM D-3034 45° WYE
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1
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1
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(TRAFFIC RATED WT.-12#, BODY WT.-54#.
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CLEAN-OUT RING AND COVER SHALL BE
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MANUFACTURED BY BROOKS PRODUCTS
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INC., 8 3/4" %%C, TRAFFIC BOX. NO. 1-RT