HomeMy WebLinkAboutINFRASTRUCTURE & LANDSCAPE PLAN Rev.(2) 3.23.22 - 22-00007 - 253 W 2nd S - Sundance Bldg C12�I�w 12//w
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r-etellc, Idaho 83204
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H14P4 FT2
5URFAGE ARE
ELECTRICAL ENGINEERING
1,018 FT3
STORAGE NEE
8j 2;2-4430
14 GHAMBER5 REQUIRED 4.q FT
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1 10_ - 10
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4,024 FT 2 SURFACE AREA
344 FT' STORAGE NEEDED
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10,882 FT SURFACE AREA
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2 LIP33
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ZON I N6 INFORMATION
ZONE: HIGH DEN51 TY RES I DF -NT I AL (HDR2)
PEDSTR I ANMPA515 D15TRIOT2
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%=12,051 5.F.
LAND5GAPF- AREA 55.2%
-75% PARKING PROVIDED
5' FRONT YARD REaU I RF -D
52 UN 1 T5 PROVIDED --------
112
-\112 TOTAL BEDS
w
!L 4 5TOR1 E5
z MAIN LEVEL 5.F . 15,556
TOTAL S -F JBU I LD I NG = 461-7205.F.
w TYPF- V-A 0ON5TRUGT I ON
15R F I RE 5UPPRE551 ON
144 PARKING 5PAGF-5 REOU I RED
4-1 FULL 51 ZE 5PAGE5 REOU I RED WITH
DEVELOPER OFTIONII
146 5PAGF-5 PRO\/I DF -D
50 FULL 51 ZE SPAGF-5 PROVIDED
4 DUMP5TER
5TREET TREE5 20 FEET ON CENTER
5' PDOTRI AN WALK
- P�I��OTRI AN AR�AO WI T� 6�1�1G� 5
NORTH
OIALL WORK 15 TO BE DONE I N ACCORDANCE TO 01 TY
OF REXBURG STANDARDS
w 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 REE\\/ 5E:r;� 5/:25/:2:2
BE TERMINATED AS PER 017'Y' STANDARDS.
12"W
5TREET L 16HT1 NG A5 PER ORD I NANGE
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Tei: 208; 227-84C,�
Fax; '2�8-27-840`
MECHANICAL ENGINEERING
r-etellc, Idaho 83204
Tel: X2^,8) 33-0501
Fax (2(-,8 133-052-+
ELECTRICAL ENGINEERING
8j 2;2-4430
-_ 2^8; ''32-1435
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REVISION:
DRAWN BY:
JOB NO:
JizW
X93
CHECKED BY.
DATE:
J
FSB 2022
PLOT DATE:
DRAWING N0.
FlLE:
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