HomeMy WebLinkAboutS-1167 Map 2,%I pB 7Lop
GENERAL NOTES: -
1. FA-1i�H ei �p i'� GL_L iLaF'�[, a� ' NE TO EX I6T �vINSt. 1
er,1.0II
cc t 2 row cap .1oTFou .��>✓ o►a�.Y. - - - - .� o�
.
o
�I.. ED�� J / S V E k6LJ7
_
.�vP�►7 .
G"EXIT
ta �
5
—�� cam" Cu
Pd E1^I CON ac '1H>� eHTv F�`� wO�tS wITH,THE �,eTE 'ETa
O fa�i�'If VI L fw-�
H I I� H YJCT �I g H I v� - l• Ip r. �. F 114 � - „
ckvw' . 17HjN F%0M-aF•iJd;.
7. I..o�i�,c,�p1� I � •oNawN � ri I"�16�H'r-CJF - wo�
- P•;E42'UIIt;= D Fl�aGlNr. ;FsE: �LI=47I -
n- ?HE 70 GOI.1FfltLiH 70 THL GIEWEP7&L
o1,V710ue A,6411L�tl - 41-�- � A.I. a �c>✓ur�EUT
4201 , 1987 EDIT10Q.
q. ALL_ E1_E,LTF'-:)Icc.L- ''EL,HANICAL �UN1P�tNC� W ilk
l�Ht&LL_ TO c'T-r
Gum �,EvEL W/
, 1P UhJD CovEP•>
2. Pfw0 /IDE GLTE_ L-N-&TE cE Q� GA: Ale ' 1 T c4947IN61 1 ' sy t. I ;12 _ U
hUGH a5 JEEN17E Ifi l_;L�L . LOC tl"TEtT�N� E`1. I t FIaX S SLL I 12.
3. hEFEP'�. "TO OPA4h4tN61�--
W I TTENBERG, DELONY 4 DAV I DSON
NDE:X OF I7RAKNCGS
Nc.
GI UTILITY SITE PLAN 4 LANDSCAPING GC 1 E42of7HEA rL.&Q
G2 SURVEY—oNL'r)
Al -- FLOOR PLAN, ROOF PLAN d ELEVATION5 _ @ -_ !- -
A2 SEGTIONS $ DETAILS EfSE aN 'r�
MEPI ELEGTRIGAL PLAN d NOTES
PLUMBING PLAN 4 NOTES
I
.ram �r4
3
L)ri
Eklsr \ V� �L
CE
_ n
2 V11 �E
-�
E,
�oNNE
,ram r �IG-7-
V
4 , r
s i
ZNP ao e N7-
u.
.......... �.
40
Ekl 1 T Li
TES
aRnK107E ; COLT ty4i&T�l LT
S I T E L A Y 0 U `h
1" = 20'-0" ---- — --
GENEwpL PLUHSING UTILITY CONNECTION NOTES:
The Sl-te utilities shall be coordinated with the utility. The
Contractor is responsible for any connection fees required by the
servi.ig itility companies.
2. The water utility service line and meter serving the existing Office
Building shall be replaced with a one and one half inch line with
r mete, sizEd for a 45 GPM demand. The contractor shall provide a one
-� and ont half inc)- service line with pressure reducing valve and
reduced pressure backflow preventer for the Car Wash. The existing
service line for the Office Building shall remain. The contractor
O HOL.L.`r 71P i`= 4b" O.C. shall field verify the exact size and location of the existing water
lines.
SEC) T''P !EWS-r- , 3. The gas peter serving the existing Office Building shall be used to
serve the Car Wash.. A one and one half inch line shall extend from
the existing gas header underground to serve the Car Wash. The gas
demand for the meter is estimated to be approximately 450 MBH. The
L_APSC�E 1'1LI."� tEX15Tcontractor shall field verify the exact size and location of the
existing gas lines.
LIP:I�FE EX'S'r.) 4. A four inch sanitary sewer shall extend from the Car Wash and connect
Q L FIa4r- to the sanitary sewer manhole located on the north side of the site.
`: - :.,C ;T''J!. _ the sanitary line shall be provided with a 1,000 gallon oil and water
=0� separator and a 1,000 three compartment sand trap. The contractor
shall field verify the exact location of the existing manhole.
DELONY '
DAWSON. INC, 0
C-10
RKANSP
co
be
L. z
Q
`1
S �
Q
WY
U
O
o-
w
♦ J
Z
Q
V
Q
.J
ad
Q
a
Cn
H
`J
1— • Q
m
- C)
•
Cl