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PLANS 23
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APPROVED BACK-FLOW PREVENTOR 32
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CONSTRUCTION KEYNOTES
0
SC
A
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:
1
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=
(S
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4
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THIS SITE PLAN CONFORMS TO AN ACTUAL SURVEY THAT WAS PERFORMED ON THE GROUND BY A LICENSED LAND SURVEYOR IN AND FOR THE STATE OF IDAHO. IT IS THE OWNER’S RESPONSIBILITY TO CONSTRUCT ALL STRUCTURES SHOWN ON THIS SITE PLAN IN ACCORDANCE WITH SAID SURVEY.BASIS OF BEARING HORIZONTAl - NORTH 2nd EAST CHURCH SUBDIVISION PROJECT BENCHMARK POINT NO. 1 SET MAG NAIL ELEV.=4868.16 NGVD 1929 RM 3 ELEV=4651.1REQUIRED STORM WATER TO RETAIN ON SITE WAS CALCULATED USING THE FOLLOWING VALUES:C (weighted)
=
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3,071 cu. ft.SITE STORM WATER RETENTION REQ'D - 3,071 cu. ft.POND STORAGE PROV'D -3,229 cu. ft.
01
STORMWATER NOTE SURVEY NOTE
02
03
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G R E B E I F R F FJEEREENIGNEONALSIESROFPG R E B E I F R F FJEREENIGNEONALSIESROFP946 OXBOW LANE IDAHO FALLS, IDAHO 83404 208-220-6431