HomeMy WebLinkAbout3093-3r
S.C.E. o
RIGHT OF WAY z
0
M
SOLID GROUT,
BLOCK CELLS
(TYP.)
PROPOSED COMBINATION
RETAINING/GARDEN WALL
PER SEPERATE PERMIT
FINISH GROUND
EAST FACE OF WALL
(1609.00) FG
CONCRETE SPLASH PAD 0
EAST FACE OF WALL
(1609.00) FS
LOT
24
10.97'
25'-30' VAR. WIDTH SEWER
& STORM DRAIN EASEMENT
PROPOSED GARDEN WALL
PER SEPARATE PERMIT
LOT
rt 23
3.33' DI ICH
- WAT RPROOF WALL TO ELEV. 1615.6
#4 REBARS HO DIPPED 1613.74 FL
(GALVANIZED) 94" O.C. I
PROPOSED COMBINATION
RETAINING/GARDEN WALL
PER SEPARATE PERMIT
8'
1' 1' 0.5' 3' 0.5' 1' 1'
EXIST.
GROUND 1.5' 1.5'
_ - LEVEL _LINE
C>
sr..
4" PCC (470-C-2000) CONCRETE
WITH 6x6x10x10 WWM
PROVIDE HOT DIPPED
GALVANIZED PLATE
FOR WALL SUPPORT
PER SEPARATE PLAN
i__LIMITS OF PONDING
WS=1614.61
FINISH GRADE
Q _ WEST FACE OF WALL
II
OMIT 6.5 BLOCKS ® FL
ISI OPENING = 8.67' WIDE X 8" HIGH
CONCRETE DITCH II #4 REBARS HOT DIPPE�
® WEST FACE i i (GALVANIZED) 04"O.C.
OF WALL
10.5' 1 1 1 '10
II
10'
�� %� / / /\
r...•.. <: .:: ; r. ;...'.�.; • - . FOOTING ". ••..'�;
ii
1608.38 TF 1 Rn-9-ni
NOTE: SEE WALL PLANS FOR
STRUCTURAL DETAILS PRIOR
TO CONSTRUCTION
C C SECTION
SCALE
HORIZ: 1"=2'
VERT : 1 "=2'
25' TO 30' VAR. WIDTH SEWER
Z & STORM DRAIN EASEMENT
TO THE CITY OF FONTANA
8,
0
J
z
w
3' v
w VARIESN.
LOT 24 w 17-1
�
PAD= 1615.2
0
0
0
C
ow o
�W x
..� o
v�
z
X
a (°A -A SECTION
M — SCALE
HORIZ: 1"=2'
VERT : 1"=2'
INV.
s
6'-6"
PROPOSED STORM DRAIN PER
CITY OF FONTANA DWG. NO. 3093
E
VARIES
9.5' 12.5'
CL
8" SEWER
V i
VARIES
VARIES 9.5'-12.5' 6.8'-9.9'
I I LOT 23
((
PAD= 1615.4
T _
I F.1 I I-1 11=
_III III ��
I
24" RCP
STORM DRAIN
8" SEWER
PROPOSED
24" RCP
1
13
�S
4" PCC (470-C-2000) CONCRETE DETAIL •B*
WITH 6x6x 10x 10 WWM DRAIINAGE
S I IUCTUREsAT BROOKS BOX
AL
HORIZ: 1"=2'
STEEL TRAFFIC
GRATE
BROOKS BOX
NO.3636
D -D SECTION
SCALE
HORIZ: 1"=2'
VE RT : 1"=2'
N,
PROPOSED GARDEN WALL PER
SEPARATE PERMIT. GARDEN WALL
10'
PROPOSED COMBINATION
RETAINING/GARDEN WALL
PER SEPERATE PERMIT
EAST FACE OF EASTERLY
PERIMETER WALL
�-� 4" PCC 470-C-2000 CONCRETE _ 2'
WITH 6x6x10x10 WWM7.77
r.
_LT
E -E SECTION��_j G -G SEC11ON
$ SPLASH PAD
SCALE
HORIZ: 1 "=2'
VERT: 1"=2'
PROPERTY LINE
tea, , A . Z!1 A 1
PROPOSED COMBINATION
RETAINING/GARDEN WALL
PER SEPERATE PERMIT
s
13,\ 2' '~ PROPOSED 8" i
SEWER
PROPOSED COMBINATION
RETAINING GARDEN WALL r` r `
PER SEPERATE PERMIT -=_=- = -- - _� \, ��1-41
r EEE TION C-(�, EXIST. 8"
EREON FOf1lALL SEWER
!
_ _ r �` PENING DETAILS--_
LJ Z 12
— � � � _ � - _ :-.=�• o' � \ � .7 � 0 1600
:... .... r- \ ... ...:... �G EXIST. 24" RCP
CONC. "V"-DITCH�RANSITI4N-S - ��'
P
TO FLAT �4.l.TSEL ALL � Wr - - - -
C
1 6 14
SEE DETAIL
61 N- "B" HEREON
ZA RECORn nnr7j1k N �61�' p4 � -- - 16fl9�D� EXIST. SLOPE TO BE
FG RECONSTRUCTED 2:1 MAX
These Record Documents have been prepared
based on information provided by others. The PROPOSED COMBINATION
Design Professional has not verified the accuracy RETAINING/GARDEN WALL
pER SEPERATE PERMIT `�• ._.-- •""'"' �.---
and/or completeness of this information and shall
not be responsible for any errors or omissions
Which may be incorporated herein as a result DETAIL 'a
SCASTOW DRAIN HORIZ: �1 "=10'
OMIT 6.5 BLOCKS 0 FL ` ar 01
OPENING = 8.67' WIDE X 8" HIGH DATE 1 INSTALL 24" RCP (1350-D)
#4 REBARS HOT DIPPED 2 INSTALL 30" RCP (1350-D)
(GALVANIZED) 04-O.C. 3 INSTALL 16" X16" CAST IRON AREA DRAIN (ALHAMBRA FOUNDARY CO. A-344
(SEE WALL PLANS_ FOR STRUCTURAL DETAILS) OR APPROVED EQUAL ) WITH 6" CAST IRON DRAIN PIPE (SEE DETAIL ON SHEET NO. 5)
�4 —CONSTRUCT CONCRETE COLLAR PER A.P.W.A. STD. PLAN 380-2 (SEE DETAIL ON SHEET NO. 2)
•� - (� •j,-� j v-ul I cl'i 1J � • 0 "
FL/TG OVER 24 RCP 12 5 CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD. PLAN 331-2,
0� 1 FG I 1� FL y \ 14 (SEE DETAILS ON SHEET N0. 4) A=67'32'00% 6=24", C=1.3', D=30"
- Fv � i
I LO
5.31% g 1610 —C SE 3U SADDLE CONNECTION. CT JUNCTION SEERE PER
SHEET N0. STD. PLAN 332-1,
1610 = }
" , EXISTING a _j I— 7 REMOVE EXISTING STORM DRAIN PIPE, GRATED INLET, AND CMP RISER
S=0.0364 I GROUND o zo EXISTING
13! + foo GROUND 8 CONSTRUCT PCC SPLASH PAD PER DETAIL HEREON
24" R.C.P. _ o vCID I 9 CONSTRUCT V -DITCH PER DETAIL SECTION "A -A" HEREON
16001600
16" X 16" CAST IRON AREA DRAIN 10 CONSTRUCT CATCH BASIN PER A.P.W.A. STD. NO. 300-2, AS SHOWN ON SHEET 4
ALHAMBRA FOUNDATION CO. A-344 383 , EXISTING (WIDTH AS SHOWN ON PLAN)
OR APPROVED EQUAL, WITH 6" CAST 1 24 RCP 11 INSTALL 36"X36" CATCH BASIN WITH STEEL TRAFFIC GRATE (BROOKS BOX NO. 3636)
IRON DRAIN PIPE INTO 24" R.C.P. _ _
STORM DRAIN. (S=-0.0150) 12 CONSTRUCT CONCRETE DRAINAGE STRUCTURE PER DETAIL "B" HEREON
15901 - _ _ _ xO1. js� X98 15 9 0 13 INSTALL 24" THICKWALL R.C.P. (1350-D) WITH THICKENED INVERT,
11 B=B SECSCATM ,gyp 161 1 �s2,s� INSIDE FACE OF WALL 1 1/2- TO REINFORCEMENT STEEL
HORIZ: 1 "=10' `1h°' J�'�,L 14 CONSTRUCT PIPE ANCHOR PER A.P.W.A. STD. PLAN 221-1 (SEE DETAIL ON SHT. NO. 5)
VERT : 1 "=10'
File: L•\DWG\13402\ST0RM DRAIN \16167-1 \SHT-3.DWG
EXISTING
•"
■■■■■■■II■■■
- •
mill
SIMON
I ISI '•,
III
_
•
PROPOSED GARDEN WALL PER
SEPARATE PERMIT. GARDEN WALL
10'
PROPOSED COMBINATION
RETAINING/GARDEN WALL
PER SEPERATE PERMIT
EAST FACE OF EASTERLY
PERIMETER WALL
�-� 4" PCC 470-C-2000 CONCRETE _ 2'
WITH 6x6x10x10 WWM7.77
r.
_LT
E -E SECTION��_j G -G SEC11ON
$ SPLASH PAD
SCALE
HORIZ: 1 "=2'
VERT: 1"=2'
PROPERTY LINE
tea, , A . Z!1 A 1
PROPOSED COMBINATION
RETAINING/GARDEN WALL
PER SEPERATE PERMIT
s
13,\ 2' '~ PROPOSED 8" i
SEWER
PROPOSED COMBINATION
RETAINING GARDEN WALL r` r `
PER SEPERATE PERMIT -=_=- = -- - _� \, ��1-41
r EEE TION C-(�, EXIST. 8"
EREON FOf1lALL SEWER
!
_ _ r �` PENING DETAILS--_
LJ Z 12
— � � � _ � - _ :-.=�• o' � \ � .7 � 0 1600
:... .... r- \ ... ...:... �G EXIST. 24" RCP
CONC. "V"-DITCH�RANSITI4N-S - ��'
P
TO FLAT �4.l.TSEL ALL � Wr - - - -
C
1 6 14
SEE DETAIL
61 N- "B" HEREON
ZA RECORn nnr7j1k N �61�' p4 � -- - 16fl9�D� EXIST. SLOPE TO BE
FG RECONSTRUCTED 2:1 MAX
These Record Documents have been prepared
based on information provided by others. The PROPOSED COMBINATION
Design Professional has not verified the accuracy RETAINING/GARDEN WALL
pER SEPERATE PERMIT `�• ._.-- •""'"' �.---
and/or completeness of this information and shall
not be responsible for any errors or omissions
Which may be incorporated herein as a result DETAIL 'a
SCASTOW DRAIN HORIZ: �1 "=10'
OMIT 6.5 BLOCKS 0 FL ` ar 01
OPENING = 8.67' WIDE X 8" HIGH DATE 1 INSTALL 24" RCP (1350-D)
#4 REBARS HOT DIPPED 2 INSTALL 30" RCP (1350-D)
(GALVANIZED) 04-O.C. 3 INSTALL 16" X16" CAST IRON AREA DRAIN (ALHAMBRA FOUNDARY CO. A-344
(SEE WALL PLANS_ FOR STRUCTURAL DETAILS) OR APPROVED EQUAL ) WITH 6" CAST IRON DRAIN PIPE (SEE DETAIL ON SHEET NO. 5)
�4 —CONSTRUCT CONCRETE COLLAR PER A.P.W.A. STD. PLAN 380-2 (SEE DETAIL ON SHEET NO. 2)
•� - (� •j,-� j v-ul I cl'i 1J � • 0 "
FL/TG OVER 24 RCP 12 5 CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD. PLAN 331-2,
0� 1 FG I 1� FL y \ 14 (SEE DETAILS ON SHEET N0. 4) A=67'32'00% 6=24", C=1.3', D=30"
- Fv � i
I LO
5.31% g 1610 —C SE 3U SADDLE CONNECTION. CT JUNCTION SEERE PER
SHEET N0. STD. PLAN 332-1,
1610 = }
" , EXISTING a _j I— 7 REMOVE EXISTING STORM DRAIN PIPE, GRATED INLET, AND CMP RISER
S=0.0364 I GROUND o zo EXISTING
13! + foo GROUND 8 CONSTRUCT PCC SPLASH PAD PER DETAIL HEREON
24" R.C.P. _ o vCID I 9 CONSTRUCT V -DITCH PER DETAIL SECTION "A -A" HEREON
16001600
16" X 16" CAST IRON AREA DRAIN 10 CONSTRUCT CATCH BASIN PER A.P.W.A. STD. NO. 300-2, AS SHOWN ON SHEET 4
ALHAMBRA FOUNDATION CO. A-344 383 , EXISTING (WIDTH AS SHOWN ON PLAN)
OR APPROVED EQUAL, WITH 6" CAST 1 24 RCP 11 INSTALL 36"X36" CATCH BASIN WITH STEEL TRAFFIC GRATE (BROOKS BOX NO. 3636)
IRON DRAIN PIPE INTO 24" R.C.P. _ _
STORM DRAIN. (S=-0.0150) 12 CONSTRUCT CONCRETE DRAINAGE STRUCTURE PER DETAIL "B" HEREON
15901 - _ _ _ xO1. js� X98 15 9 0 13 INSTALL 24" THICKWALL R.C.P. (1350-D) WITH THICKENED INVERT,
11 B=B SECSCATM ,gyp 161 1 �s2,s� INSIDE FACE OF WALL 1 1/2- TO REINFORCEMENT STEEL
HORIZ: 1 "=10' `1h°' J�'�,L 14 CONSTRUCT PIPE ANCHOR PER A.P.W.A. STD. PLAN 221-1 (SEE DETAIL ON SHT. NO. 5)
VERT : 1 "=10'
File: L•\DWG\13402\ST0RM DRAIN \16167-1 \SHT-3.DWG