HomeMy WebLinkAboutINFRASTRUCTURE & LANDSCAPE PLAN Rev.(1) 3.21.22 - 22-00007 - 253 W 2nd S - Sundance Bldg C12�I�w 12//w
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WEST 2ND SOUTH
12"w 12"W 12"w 12„W „�� W 12" EX15TINO GITY YVATER 12„w
HOT TAP EXIST. 12" 1
INSTALL VALVE
631a 6360
INSTALL FH
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ATER6" FIRE LINE-
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Tei: 208; 227-84C,�
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AREA #2
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H14P4 FT2
5URFAGE ARE
1,018 FT3
STORAGE NEE
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14 GHAMBER5 REQUIRED 4.q FT
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AREA #4
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344 FT' STORAGE NEEDED
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AA #5
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AREA #3
IO,Sg2 FT2 SURFACE AREA
931 FT3 STORAGE NEEDED
13 GHAMBER5 REQU I RED AT 74A Il
63.29
LIP
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64.24
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EXISTING FENCE
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P'� IL BITE PLAN - LAYOUT
SGALE: 1 " = 20'-0"
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AREA #
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1211W 12"W 12"W 12"W 12"w 12"W
ZON I N6 INFORMATION
ZONE: H I CGS DENSITY RES I DF -NT I AL (HDR2)
PEDESTR I AN EMPHASIS D 15TR I GT2
1.55' AGRE5 = 60125-7 5.F.
DEN51 TY ALLOWED: 42 UN I T5/ACRE
BUILDING HE I GHT ALLOWED: 55 FEET
LOT COVERAGE ALLOWF-D : 50%
LOT AREA = 60125 5.F. X 20%=12,05'7 5.F.
LAND5GAPE AREA = -7,0110 5. = 55.2%
-75% PARKING PRO\/I DED
5' FRONT YARD RF_aU I RF_D
52 UN 1 T5 PROV I DED -�
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112 TOTAL BEDS
4 5TOR1 E5
z MAIN LEVEL S.F. 111650
TOTAL S -F JBU I LD I NG = 461-7205.F.
w TYPE V-A 0ON5TRUGT I ON
15R F I RE 5UPPRE551 ON
144 PARKING 5PAGF-5 REOU I RED
4-7 FULL 51 ZE 5PAGF-5 REOU I RED WITH
DF_VF_LOPF_R OFTIONII
146 5PAGF-5 PRO\/I DF -D
50 FULL 51 ZE SPAGF-5 PRO\/I DED
5 DUMP5TER
5TREET TREE5 20 FEET ON CENTER
5' PF_DF_5TR1 AN WALK
PI�STRI AN AREA5 WITH BE 5
NORTH
OIALL WORK 15 TO BE DONE I N ACCORDANCE TO 01 TY
OF REXBURG STANDARDS
O2 ALL 6' WATER LINE 15 TO BE CLASS 50 DUCTILE IRON,
AMA 0-151 IN PUBLIC ROW. 12 GAUGE INSULATED
COPPER W IRE TO BE INSTALLED ABOVE MAIN LINES
AND SERVICES UP TO THE METER.
O ALL SEWER LINE PIPING SHALL BE ASTM D-3034
SDR 35
O
MINIMUM COVER OVER WATER LINES SHALL BE 6 FEET.
O WATER LINE MUST HAVE A MINIMUM SEPARATION OF 10
FEET FROM ANY SANITARY SEWER OR STORM SEWER
AS PER 15PWC, STANDARD DRAWING 5D-40-1. OR055
AT RIGHT ANGLES WITH FULL PIPE SECTIONS AND A
MINIMUM OF 1.5 VERTICAL SEPARATION.
O6 THRUST BLOCKS SHALL BE PLACED AT ALL
DIRECTION CHANGES IN THE PRESSURE PIPE.
O ALL EX 15T I NG WATER AND SEWER SERV I GES ARE TO
7/:2:2
BE TERMINATED AS PER G 1 TY STANDARDS.
12"W
5TREET L 16HT1 NG A5 PER ORD I NANGE
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4,052 f=T2 SIJR0�GE AREA
204 FT3 5T0 ^ 6E NEEDED
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STRUCTURAL ENGINEERING
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laho =ally, C 8301
Tei: 208; 227-84C,�
Fax; 28--27-84n"
MECHANICAL ENGINEERING
r-etellc, Idaho 8204
Tel. 2,,8) 33-0501
Fax (2(,8; 133-052-+
ELECTRICAL ENGINEERING
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REVISION:
DRAWN BY:
JOB NO:
'j"
_793
CHECKED BY.
DATE:
J
FrzB 2022
PLOT DATE:
DRAWING N0.
FlLE:
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