HomeMy WebLinkAbout4429-10PIPING TO REMAIN
EXISTING CHAIN
LINK FENCE TO
REMAIN ----
CM, 'Camp Dres��, & M6K�; lot4
PIPE SUPPORT TO REMAIN--\","",,
T.O. CONC
EL. 1044�5
F-_7
T10,_ CONC__
EIL� 1058.0'
'-,A "A _A/ -V _V� A-Af-OA -A A_A,_rV_%AN_�'_,
REPLACE AND INFILL. ANY CMU DAMAGED
DURING DEMOLITION TO MATCH/ALIGN
WITH THE EXISTING CON STRU CTI ON
ALUMINUM DOWNSPOUT
(TYPICAL OF 2)
0. LANDING
EL. 1051.25'
11-4` 4-, 0
FV C L EA R
MIN
1 4
--a
3$-4py
M 0
2
A-5
1070 A
29P-4"
EXISTING UNDERGROUND
ELECTRICAL VAULT----�,",,
8", cmu
100 B),,
ELECTRICAL.
ROOM FIN. FLOOR FE -1
Et- 1058.75'
A-5
IN
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-- ---------
161- 6 t* 4 V_Cl 3'.-.4 14 4 __o 11
5'-0" X 4'-0"
TE PAD
FV Mo CONCRE
77 (SEE STRUCTURAL
DRAWINGS)
EXISTING OVERHANG 1-0 REMAIN (CLEAN AND NEW ROOF OVERHANG TO MATCH/ALIGN WITH
PREPARE UNDERSIDE OF METAL DECK LINER FLOOR EXISTING CONDITIONS (CLEAN AND PREPARE
TO RECEIVE NEW PAINT COLOR P--3) METAL SOFFIT/UNDERSIDE OF DECK LINER TO `—REPLACE AND INFILL ANY CMU DAMAGED
'PLAN RECEIVE NEW PAINT COLOR P-3) DURING DEMOLITION TO MATCH/ALIGN
WITH THE EXISTING CONSTRUCTION
3/16 1 $__C ROOF SCUPPER DRAIN,
CONDUCTOR HEAD AND
BOX WITH OVERHEAD OVERFLOW SCUPPERS DOWNSPOUT (TYP OF 2)
PIPING TO REMAIN AND DOWNSPOUTS TO SEE DETAIL 5 ON A-3 --- 28
811 5'-8" 1�
41-0
lyp
2 FIVAC EQUIPMENT
TYPICAL,
. ... .. ........ A��5 SEE HVAC DRAWINGS)
TYPICAL
SEAL OVER EXISTING BUII-T---UP ... .....
t
ROOF SYSTEM ALONG EDGE OF D
cn 7 -7
NEW DECK 'A A�
"AN
EXISTING PARAPET COPING AND C T
NEW 3 -PLY BUIL.T-UP ROOF SYSTEM
STRIP ALONG PERIMETER OF' ROOF
24" LINER PANEL., AND 'SLOPED RIGID
INSULATION (TYPICAl
TO REMAIN (TYPICAL) OVER NEW DEEP METAL DECK WITH
5 00
Ll
a., I r
RIDGE
0 0 CD
LINE—-,,
E
J % ROOF SLOPE
A-7
1/4" PER FT
clq
'TRAFFIC PAD (TYPICAL)
------ EXISTING BUILT-UP ROOF SYSTEM 4'-0"x4'-0" ROOF -------- -EPDM MEMBRANE ROOFING
-lATCH ION (SLOPE
AND METAL DECK TO REMAIN ...... I
ON RIGID INSULAI
c
F MINIMUM
1/4" PER FOOT
-7, -7
A
A 3" THICK) TYPICAL
LK
LLJ 0
CONTINUOUS ALUMINUM
> ROOFSLOPE
U) 1 /4" PER FT COPING
04
Ld
E
00
CL
_021
8 10
8 Typ C
Typ L OVERFLOW SCUPPER
fN
(TYPICAL OF 2) SEE
DETAIL, 6 ON A-3 1 0
(D
NEW 2'-0" HIGH CMU PARAPET ABOVE
EXISTING GLITTER ROOF NEW SLOPED ALUMINUM EXISTING INTERIOR MASONRY WALL. WITH
GUTTER TO MATCH/ALIGN 3
TO REMAIN 16 6 -8 1/4" ALUMINUM COPING TO MATCH/ALIGN
_H EXISTING (TYPICAL) aw-.
WIl WITH THE EXISTING CONSTRUCTION
PLAN FIELD VERIFY FV 0
3/16 1 _01$ <
1,10 Wifflil:001 MEMO!: ll::
7777M77'—'%" 1
% ", �% I—
A
REV. REMSION DESCRIPION DATE ENCA. CITY DATE
-NA, CALIFORNIA
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT %%, Prepared Under The Superviislon Of CITY OF FONTA
0
ell"
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SAN BERNARDINO AVENUE LIFT STATION
DRAW BY.
SHOWN HEREON AND CARRIED FORTH, IN A DILIGENT MANNER, AJS i $-Olt
. ....... FLOOR AND s3c�T(3
DIAL
TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Il DESIGNED BY. DATE.
BEFORE DAYS BEFORE JPS RO LANS
-4-
TRA -F 1(
7REj
'T
RKING
rDWAOYOSTWEF RE
0
U I FEBRUARY 2007
YOU DIG 0A - oll
YOU DIG !,�,,00
AP EN03023 c
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND CHECKED BY. Oo DRAWNG NO.: C
TOLL FREE -227-2600
1-800 "o
000;
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT.
LRL CITY NEER R.C.E. 51152 DATE: A-4 52