HomeMy WebLinkAbout2367-C2.21094
1092
1090
1088'
1686
1084
1082
1094-
1092-
1090
1088-
1086-
1084 -
1082-
1080-
1078-
107'6-
1074-
107 2-
WEST
Fp-
DAYLIGHT
LINE
SOUTH
FIRE [NSINE APPARATUS I•AY FIRE STATION NO.77 HEADGLUARTER4
0.
PROP GRADEs'cG, m1�g 0b 1088.00 F.F. ATOI OMINF.L.
.
11111 a .. • • A• ' `' 1I ZI
(I1(
111 --II 111 1 1087.4 PAD
�- -� II ,.II► III = 1087.0 PAD
T
EXISTING
RIDGE
GRADE EXISTING. LINE -
GRADE
i
FIRE STATION NO. 77 HEADQUARTERS
PROP. FL.
PROP. GRADE
1088.00 F.F. kl AT 1% MIN
BMER6iNCY I�I� 1: III 1087.4 PAD IT lil I
GENERATOR 11
4 M
• :.' -' "�- MOW STRIP
—' EXIST. GRADE
SECTION A -A
SCALE: HORIZ. 1" = 20'
VERT. 1" = 4'
NORTH
R.
1.7
SECTION
SCALE: HORIZ.
VERT.
1094
AND
.INSTALL FRAME FLUSH WITH
R/W
R/W
F" ( 0
12S' WIDE SLOVER AVENUE
PROPOSED GRADE GRADE OF
CLEANOUT
73'
So'
DIRT OR CONCRETE SURFACE
1092
33'
40'
3Qi' 14'
9' 8'
1088
PROP
1088
PROP. °S' WIDE
PROPOSED FINISHED
Ii
SURFACE COV R I
1090
MEANDERING
CONC. SIDEWALK
PROP SY 'THICK
5C•s'
1086
18
RL. ATO.SO0A
1086
INSTALL ALHAMBRA FOUNDRY
A.C. PAVEMENT
I
FUTURE RAISED
t
A-1240 HEAVY DUTY COVER AND
''•
MEDIAN
'
1088
ti
' ' '''
FRAME (COVER SHALL BE MARKED
2
cv 1O
1084
, ,. :. _
1084
"S")
FUTURE A.C.
1086
PAVEMENT OVERLAY
PROP. CONC.
PROPOSED CURB GUTTEREXIST,
I1
4'M.P.
1084
GRADE
EXIST, BURIED
G,g� 121
GA5 MAIM
560-C-3250) AROUND FRAME
TEL. CABLE
30'
INSTALL 4" DIA. CAST --""I
7"
7"
1082
1080
EXIST. 10" H.P.
EXIST. 10" N -M
IRON SEWER PIPE
GAS MAIN I
GAS MAIN
( I
I I I
1070
SECTION
SCALE: HORIZ.
VERT.
B -B-
1" = 20'
•1"-= 4'
.INSTALL FRAME FLUSH WITH
DETAIL '
F" ( 0
PROPOSED GRADE GRADE OF
CLEANOUT
SOUTH
DIRT OR CONCRETE SURFACE
NOT TO SCALE
1088
PROP
1088
PROPOSED FINISHED GRADE
PROPOSED FINISHED
Ii
SURFACE COV R I
GRADE
1086
18
RL. ATO.SO0A
1086
INSTALL ALHAMBRA FOUNDRY
► - �.
-
!ri N.
=� MIN, 2
A-1240 HEAVY DUTY COVER AND
''•
N
'
ti
' ' '''
FRAME (COVER SHALL BE MARKED
2
cv 1O
1084
, ,. :. _
1084
"S")
EXIST
S GRADE
CONSTRUCT CONCRETE (CLASS
1082
1082
560-C-3250) AROUND FRAME
INSTALL 4" DIA. CAST --""I
7"
7"
I ( I
1080
1080
IRON SEWER PIPE
( I
I I I
•
i
INSTALL 1/e(45c") CAST
IRON BEND I
I I
SECTION C -C.
SCALE: HORIZ. 1" = 20'
VERT. 1" = 4'
9
INSTALL 4" DIA.
CAST
IRON WYE
CC
F
REFERENCE: CITY OF FONTANA PUBLIC WORKS DEPARTMENT _
a�
STD. DETAIL 125 AND STD. DETAIL 125A , 1/4'•PER FT.MIN.
• IDENTIFY AS
DETAIL "E" "SEWER"
QINSTALL PLUB AT END OF LATERAL
NOT TO SCALE
SEWER MAIN -,,,,,5'-O"
PROPOSED PROPOSED EXISTING
f."V.C.P, RISER W-45° WYE 45°-IA68EN '
20
PLAN ' r•• : ' '•
BROOKS NO. 31 PRECAST CONCRETE • ' . , ; . ��
CLEANOUT BOX WITH CAST IRON
TRAFFIC COVER MARKED "SEWER" �, �• ; • • '
PER CITY STD. DETAIL 126A oc '
' `•
GROUND LINE-7rt • ' .
pr
PROVIDE WATEI I TIGHT I O
PLASTIC PLUG L_— — J '• ..
W/ TIGHTENING BANGS
PROPOSED PROPOSED fo" - 8" DIA. ROCKS NOTE
W-Y.C.P. RISER W-49° WYE EXISTING RIP- RAP TNICKAIESS
• V.C.P. LATERAL FILL VOIDS AROUIUD ROCKS 15 IS" MINIMUM
450-1/16 WITH 2SOOPsI CONCRETE
PROVIDE WATER TIGHT BEND
PLASTIC PLUG
W/TIGHTENING' BANDS MIN. 2% SLOPE UNLESS
OTHERWISE DIRECTED BY DETAIL IV 20
ENGINEER 4 Q
A. NOT TO SCALE
ELEVATION SEWER MAIN
EXIST "DIA.
WATER 2MAIN 1080
1078
1076
-1074
1072
1070
EAST
R%W
1 TAMARIND
AVENUE
12'
s' 7'
VARIES
F.L.@ 1.09/e FROM
0.IV3' 3 2.4' TO
_/,
4
2 RINDGEE 2
SECTION E -E
SCALE: HORIZ. 1"=10'
VERT. 10=29
1/2"RADIU5. ; .. 1/2"RADIUS
40
` •
DETAIL "H"(@
NOT TO SCALE
EAST
W-
AND
R/W
97' WIDE TAMARIND AVENUE
4271
33' 34'
22'
12'
PROP. 5' WIDE 5' 2'
MEANDERING
SIDEWALK I
FUTURE RAISED
MEDIAN
PROP. CONC. 4' EXIST. R.C. PV
CURB 4 GUTTER
PROP. m%2 THICK A
A.C. PAVEMENT
EXIST. 10" H -M
PROP. 20"DIA. GA5 MAIN
WATER MAIN
BY OTHERS
•-•
RAW 1092
30'
23' 7' 1090
1086
MT. 1084
FUTURE (,'/s"
THICK A.C.
PAVEMENT 1082
SOUTH
1092 1092
FESTANDING WALL
1090 PER SED
PROAORCHITECTURAL DRAWINGS 1090
1088
PROPOSED1088
GRADE
1086 .L. AT 0.30 a/•
MINIMUM
1084 2-= '- N.
1082 •
5
PROPOSED E - 1080
loco GRADE � CTION D D
i 3
2 it I 1086
1084
EXIST.
GRADE
1082
--Z - # 5 CONT.
#5 VERT. a Ili" O.C.
8" MASONRY WALL (SPECIAL
INSPECTION REQUIRED)
a 2-44 HORIZ. 048"O.C.
v
'DWLS. SAME SIZE SPACING
00 AS WALL VERT, RF -INF
!D" CURB WHERE REWD.
SEE ARCHT'L
--------------
1111=1111=
1111
_ FIN. GRADE (VARIES)
J _ SEE SHEET CIA
s
N # 4 Q Ra" O.C. f
N
p IIN=1111 111=1111=1111=
_ ; .... 1-#4 CONT.
00 4-#4 CONT.
49-611
SITE WALL PROPERTY LINE
DETAIL 11111@
NOT TO SCALE
SCALE: HORIZ. 1" = 20'
VERT. 1" = 4'
`' G G�
No. 38382
* L: XP. 3-31-93
hIV V\
9�F 4F
RECORD DRAWIN
THESE RECORD DRAWINGS (AS -BUILT DRAWINGS)
HAVE BEEN PREPARED BASED ON INFORMATION
SUBMITTED, IN PART, BY OTHERS. WHILE THIS
INFORMATION IS BELIEVED TO BE RELIABLE,
WOLFF/LANG/CHRISTOPHER ARCHITECTS, INC.,
HAS NOT VERIFIED THIS INFORMATION AND IS NOT
RESPONSIBLE FOR ITS ACCURACY OR ADEQUACY,
NOR FOR ANY ERRORS OR OMISSIONS WHICH MAY
HAVE BEEN INCORPORATED INTO THESE
DOCUMENTS AS A RESULT.
CITY OF
FONTANA
FIRE STATION
NO. I I
F"t, .......... .
00
00
Q � O
FONTANA COMMUNITY
DEVELOPMENT DEPARTMENT
CENTRAL VALLEY
FIRE. PROTECTION DISTRICT
CONSULTANT
CARL W. DONMOYER & ASSOC., INC.
CIVIL ENGINEERS LAND SURVEYORS
609 EAST ALOSTA AVENUE, SUITE B
GLENDORA, CALIF. 91740 • (818) 963-5710
mui S-12- 91
MARK S. LAMOUREUX EXP. 3-31-93 RCE 38382
APPROVED
APPROVED
APPROVED
NO DATE BY REMARKS
d1 fm 1994- M.$ A5-BuI1-T5
GRADING AND DRAINAGE PLAN
DRAWN R.S.P.
CHECKED M.S.L.
DATE AUG. 1991
SCALE AS NOTED
JOB NO. 8913000
C2.2
Pvqtv. Not 230