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MAP BOOK 297, PAGES 15-18,
POSED RIV-1
16.77
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PREPARED FOR:
PROPOSED 8" SEWER PER
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E
air.,
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w
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CITY DVIG- NO. J938
Awo 7jamwr0�1WAJOAN-91,
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Z
EDGE O?r* -,"z 41
FG 1307-061
`5
LINE 'T 24" RCP
STORM DRAIN
1' 10*
SCALE. L/2=7.50'
15
11MIDIROVEk"10114TS pull CITY
77
DWG. NO. 3936
15 =7.50'
PROPOSED 80 WATER — - - r,
BY OTHERS
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SEPAMTE PLAN & PERMITI mquiviaq PiAcE
REV001V DESCRIPT01V
OATE I ENGR. I CITY I CATE
1A
% 14.
SHOUID CONSMIJ00H OF REQUIRED
Wru ROWNRIEEMYS NOY COMMENCE MMIN
W10 YVARS OF, THE DATE OF APPROVAL
SHOVIM HVION AND CARRIED FORTH IN A
aZIGM IWARNER, INE Cff Y MUM MAY
ceftoucamF- RN. 5.1 0 -H's YO IN -E FLAKs TO
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FUTURE PAD
CURVE DATA
LINE DATA
R
L
T
BEARING
LEN
A
3TCO'00"
45.00
23.56'
12.06'
B
5,T21 `0 8
92.00'
BEARINGS ARE BASED ON THE CENTERLINE OF SULTANA AVENUE
85.67"
46.22
SCALE: 1 0�=5
BEING NORTH 00*04'30" WEST AS SHOWN ON TRACT 16271-1, RECORDED IN
C
40*03'44
46.00'
MAP BOOK 297, PAGES 15-18,
32.16
16.77
D
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PrBpared B7:
PREPARED FOR:
N OCY2539" E
227.78'
E
-a rrl
ALLARD ENUN E E R flai G
POLE NO. 1563704E AT THE SOUTHWEST CORNER OF
S 5Y46s470 W
50.14'
F
LIME AVENUE AND BASELINE AVENUE
Civil Engineering Land Survqing - Land Planning
N 30*2539 " E
3.90
8253 Sierra Avenue
RANCHO CUCAMONGA
SHE 0MCH
S 71Y29`24" t`1
41.17*
91-7 0
CA 13
AERIAL TARGET W1 '"PK" NAIL LOCATED 300' EAST OF
�r7l-1 356-IB15 Fax (909) 356-1795
TEL (909) 291-7600
N 06*A.5'1 4- E
53.52 It
REV001V DESCRIPT01V
OATE I ENGR. I CITY I CATE
1A
% 14.
SHOUID CONSMIJ00H OF REQUIRED
Wru ROWNRIEEMYS NOY COMMENCE MMIN
W10 YVARS OF, THE DATE OF APPROVAL
SHOVIM HVION AND CARRIED FORTH IN A
aZIGM IWARNER, INE Cff Y MUM MAY
ceftoucamF- RN. 5.1 0 -H's YO IN -E FLAKs TO
SMUNG TH&I IWO CON, MUMCE VVIT H
COND91MNS AND STANDARDS IN ffECY
FUTURE PAD
24" R
STORb
2
rr jr I
10
X
2Z FUTURE CURB
GUTTEI?
4w THICK CONCRETE MAT (560—C-3250)
WITH 6*x 6", 1.4 x 1.4 W.W.M.
SECTION �IEW
COMMMMON NOTS Sc4E* 1 0�=5
I INSTALL 24w RCP (D—LOAD PER PROFILE)
ca 2 INSTALL'18* RCP (D—LOAD PER PROFILE)
No. CONSTRUCT MANHOLE PER APJVA SID PLAN 321-1, SEE SHEEr 4
Exp. 8-30-20 3
c 4 CONSTRUCT JUNCTION STRUCTURE PER APXA STD PLAN 331—Z SEE SHEET 4
OF CA 5 CONSTRUCT BRICK AND MORTAR PLUG PER DEIAIL ON. SHEET' I
pff V fff III WALL- Mn-WiLf
ICT SPILLWAY PER DETAIL HEREON
CONSTRL
FES PER AP. -WA STP Pbk4 361
1A w
.6 4+4r!
51 L §%FLW fur fyq- rrmr,, yu TIRUFT7
-Tw& HIGA0146A 1 - PR 99ffiD PbW -N& 09 ffi 9 fEEf --5-
3W52
Exp. 6-30-20 12 CONSTRUCT 6 HIGH TUBULAR STEEL FENCE PER LANDSCAPE ARUKW'rS PLANS
rnmcm irT — a, r jAi n Ap cnrp r.Alrq prp i Ahinqmpp AprwrrFr.-rq pi Amq
CML I
CALI� CONSTRUCT CONCRETE ENCASEMENT PER DETAIL ON SHEET I
CONSTRUCT CONCRETE COLLAR PER A.P.WA 380-3
5 E S S
10 y S- H4
DRAWN BY.-
ul No. 43976 M
Exp. 6/30/07 DESIGNED BY.-
im
X
civik- CHECKED 13Y. -
A0 I&I ml 014
STOMM DRAIN IMPRO""VEMENT PLANS
TRACT N0.16993 SCALE.- AS NOTED
UNE "A" xr AND LATM -OA-f DATE:
4 OCTOBER, 2005
AP 0 DRAWING NO.: 2
QATE:
CITY"�GINEER R.C.E. 3939 5
Filenome: M:\dwq\15929\F1NAL DESIGN\storm drain\ 16993—STORMDRAIN02.dwg
1305.08 INV
PLAN
FRONT M-A7ION %AEW
BASIS OF BEARINGS:
T
TYPE HEADWALLPETAIL
BEARINGS ARE BASED ON THE CENTERLINE OF SULTANA AVENUE
SCALE: 1 0�=5
BEING NORTH 00*04'30" WEST AS SHOWN ON TRACT 16271-1, RECORDED IN
MODIFIED CALTRANS STD. DWG 089
MAP BOOK 297, PAGES 15-18,
RECORDS OF SAN BERNARDINO COUNTY.
OaMNAL ANACH DMOM
PrBpared B7:
PREPARED FOR:
CITY OF FONTANA BENCHMARK NO. 360 A NAIL IN
-a rrl
ALLARD ENUN E E R flai G
POLE NO. 1563704E AT THE SOUTHWEST CORNER OF
VW MILLER 19 LLC
LIME AVENUE AND BASELINE AVENUE
Civil Engineering Land Survqing - Land Planning
10370 TRADEMARK STREET
EUVAT101t 1376.0
8253 Sierra Avenue
RANCHO CUCAMONGA
SHE 0MCH
Fontana, California 92335
91-7 0
CA 13
AERIAL TARGET W1 '"PK" NAIL LOCATED 300' EAST OF
�r7l-1 356-IB15 Fax (909) 356-1795
TEL (909) 291-7600
THE CENTERLINE OF BEECH AVE AND 15' NORTH OF
FAX (909) 291-7630
THE CENTERLINE OF MILLER AVENUE
David S. Hammer, R.C.E.� 43976 Date
ffVA-fl0jt 1314.2__
fmTires 6Mr2007)
24" R
STORb
2
rr jr I
10
X
2Z FUTURE CURB
GUTTEI?
4w THICK CONCRETE MAT (560—C-3250)
WITH 6*x 6", 1.4 x 1.4 W.W.M.
SECTION �IEW
COMMMMON NOTS Sc4E* 1 0�=5
I INSTALL 24w RCP (D—LOAD PER PROFILE)
ca 2 INSTALL'18* RCP (D—LOAD PER PROFILE)
No. CONSTRUCT MANHOLE PER APJVA SID PLAN 321-1, SEE SHEEr 4
Exp. 8-30-20 3
c 4 CONSTRUCT JUNCTION STRUCTURE PER APXA STD PLAN 331—Z SEE SHEET 4
OF CA 5 CONSTRUCT BRICK AND MORTAR PLUG PER DEIAIL ON. SHEET' I
pff V fff III WALL- Mn-WiLf
ICT SPILLWAY PER DETAIL HEREON
CONSTRL
FES PER AP. -WA STP Pbk4 361
1A w
.6 4+4r!
51 L §%FLW fur fyq- rrmr,, yu TIRUFT7
-Tw& HIGA0146A 1 - PR 99ffiD PbW -N& 09 ffi 9 fEEf --5-
3W52
Exp. 6-30-20 12 CONSTRUCT 6 HIGH TUBULAR STEEL FENCE PER LANDSCAPE ARUKW'rS PLANS
rnmcm irT — a, r jAi n Ap cnrp r.Alrq prp i Ahinqmpp AprwrrFr.-rq pi Amq
CML I
CALI� CONSTRUCT CONCRETE ENCASEMENT PER DETAIL ON SHEET I
CONSTRUCT CONCRETE COLLAR PER A.P.WA 380-3
5 E S S
10 y S- H4
DRAWN BY.-
ul No. 43976 M
Exp. 6/30/07 DESIGNED BY.-
im
X
civik- CHECKED 13Y. -
A0 I&I ml 014
STOMM DRAIN IMPRO""VEMENT PLANS
TRACT N0.16993 SCALE.- AS NOTED
UNE "A" xr AND LATM -OA-f DATE:
4 OCTOBER, 2005
AP 0 DRAWING NO.: 2
QATE:
CITY"�GINEER R.C.E. 3939 5
Filenome: M:\dwq\15929\F1NAL DESIGN\storm drain\ 16993—STORMDRAIN02.dwg