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6 ' 1 INSTALL 66” RCP (D–LOAD PER PROFILE)
1-4-1 2 INSTALL 60" RCP (D–LOAD PER PROFILE)
OUNTY Of SI>1 IIERNARDINO 5 INSTALL 24" RCP (D–LOIS PER PROFILE)
1 RECORD DRAWING MID rte' tAMM 7 CONSTRUCT JUNCTION STRUCTURE PER CITY STD. 3011
8 CONSTRUCT PER Cm' STD. 3012
THESE RECORD DRAWINGS HAVE BEEN PREPARED OPENING NING CATCH Sk" PER CITY STD. 3004
BASED ON INFORMATION PROVIDED BY OTHERS. THE 9 CONSTRUCT CU
DESIGN PROFESSIONAL HAS NOT VERIFIED THE ACCURACY 12 INSTALL 3Cr RCP (D–LOAD PER PROFILE)
AND/OR COMPLETENESS OF THIS INFORMATION AND SHALL
NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS 13 CONSTRUCT 24" INLET RISER PER DETAIL A ON SHEET 4
WHICH MAY BE INCORPORATED HEREIN AS A RESULT. 14 CONSTRUCT JUNCTION STRUCTURE PER CITY STD. 3009 CASE 1
DATE 40 0 20 40 80 160
DATE I ENGR.I DATE I CITY
SHOULD CONSTRUCTION OF REQUIRED
NPROYEMENTS NOT COINCE WITHIN
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT MANNER, THE CITY ENGINEER MAY
REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH
Zo.ce
CONDITIONS AND STANDARDS IN EFFECT
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STORM DRAIN UNE CURVE & LINE TABLE
PREPARED FOR:
THE BASIS OF BEARINGS FOR THS SURVEY IS THE
CALIFORNIA COORDINATE SYSTEMS, ZONE 5, GRID
RADIUS DELTA LENGTH TANGENT
BEARING
A
430.00' 49'17'46" 369.96' 197.31'
-
B
- - 25.31' -
N0718'00"E
C
- - 32.65' -
S71.40'36"E
D
- - 26.87' -
N44'34'40"E
E
- - 42.43' -
N48'21'32"W
F
- - 26.87' -
N44'34'40"E
G
- - 167.39' 1 -
N48'52'47"E
H
450.44'
NOO.24-59"W
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BEFORE DAYS BEFORE
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o A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
cL
REV.
EXISTING SD
PER DWG. NO. 4360
REVISION DESCRIPTION
0 D�/-i w/
8" SEWER ON q PER CITY �
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OF FONTANA DRAWING NO.5161 \
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6 ' 1 INSTALL 66” RCP (D–LOAD PER PROFILE)
1-4-1 2 INSTALL 60" RCP (D–LOAD PER PROFILE)
OUNTY Of SI>1 IIERNARDINO 5 INSTALL 24" RCP (D–LOIS PER PROFILE)
1 RECORD DRAWING MID rte' tAMM 7 CONSTRUCT JUNCTION STRUCTURE PER CITY STD. 3011
8 CONSTRUCT PER Cm' STD. 3012
THESE RECORD DRAWINGS HAVE BEEN PREPARED OPENING NING CATCH Sk" PER CITY STD. 3004
BASED ON INFORMATION PROVIDED BY OTHERS. THE 9 CONSTRUCT CU
DESIGN PROFESSIONAL HAS NOT VERIFIED THE ACCURACY 12 INSTALL 3Cr RCP (D–LOAD PER PROFILE)
AND/OR COMPLETENESS OF THIS INFORMATION AND SHALL
NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS 13 CONSTRUCT 24" INLET RISER PER DETAIL A ON SHEET 4
WHICH MAY BE INCORPORATED HEREIN AS A RESULT. 14 CONSTRUCT JUNCTION STRUCTURE PER CITY STD. 3009 CASE 1
DATE 40 0 20 40 80 160
DATE I ENGR.I DATE I CITY
SHOULD CONSTRUCTION OF REQUIRED
NPROYEMENTS NOT COINCE WITHIN
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT MANNER, THE CITY ENGINEER MAY
REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH
Zo.ce
CONDITIONS AND STANDARDS IN EFFECT
�
COUNTY OF SAN BERNARDiNO
ACCEPTED BY: y I DATE: �!Id
0 �I{S
Y Prepared By:
ALLARD ENGINEERING
!k
.`t Civil Engineering - Land Surveying - Land Planning
16866 Seville Avenue
Fontana, California 92335
(909) 356-181 Fax (909) 356-1795
RayrAnd I. lard, A.C.E. 36052 Data
(expires 6/30/2016)
( IN FEET)
1 ArCM z 40 FT.
THIS PLAN SET SUPERSEDES THE ORU44 PLAN SET DATED SEPTEMBER, 2014
RpFESS/C CITY Of "TANA CA"NIA
° �oN� ,yl�gl F STORM N h OAF. NT PLAN
4� 9�o yc? DRAWN BY: SCALE:
w No. 36052 HMG A� ST01G�1 DRAIN
AS NOTED
Exp. 6/30/16
DESIGNED BY: STA Tie= �,0 STA 21 DATE:
RKA -� March, 2015
CHECKED WDyBY:
F cA��F C0 ••Ito . 15r DRAWING NO.: 2
DATE:
RJA CITY ENGINEER R.C.E. 51152 5*2 5
FILENAME: I: PACIFIC INDUSTRIAL\ SIERRA INDUSTRY PROPERTY\ DWGS\ FINAL DES"\ STORM DMN\ MANGO AVENUE – SD 02.DWG
BASIS OF BMINGS,
PREPARED FOR:
THE BASIS OF BEARINGS FOR THS SURVEY IS THE
CALIFORNIA COORDINATE SYSTEMS, ZONE 5, GRID
BEARING BETWEEN STATIONS AND 21262" AS
ACIFIC
SAID STATIONS ARE PUBLISHED BY THE COUNTY OF
RIVERSIDE, I.E. N06'36'00 W
INDUSTRIAL
BENCHMARK
ELEVATIONS SHOWN HEREON ARE BASED UPON CITY
6272 E. PACIFIC COAST HIGHWAY
OF FONTANA BENCHMARK NUMBER 357 BEING A GLO
SUITE E
ER AT T AVE INTERSECTION OF CITRUS AVENUE
LONG BEACH, CA 90803
AND
ADJUSTED ELEVATKN IMM
COUNTY OF SAN BERNARDiNO
ACCEPTED BY: y I DATE: �!Id
0 �I{S
Y Prepared By:
ALLARD ENGINEERING
!k
.`t Civil Engineering - Land Surveying - Land Planning
16866 Seville Avenue
Fontana, California 92335
(909) 356-181 Fax (909) 356-1795
RayrAnd I. lard, A.C.E. 36052 Data
(expires 6/30/2016)
( IN FEET)
1 ArCM z 40 FT.
THIS PLAN SET SUPERSEDES THE ORU44 PLAN SET DATED SEPTEMBER, 2014
RpFESS/C CITY Of "TANA CA"NIA
° �oN� ,yl�gl F STORM N h OAF. NT PLAN
4� 9�o yc? DRAWN BY: SCALE:
w No. 36052 HMG A� ST01G�1 DRAIN
AS NOTED
Exp. 6/30/16
DESIGNED BY: STA Tie= �,0 STA 21 DATE:
RKA -� March, 2015
CHECKED WDyBY:
F cA��F C0 ••Ito . 15r DRAWING NO.: 2
DATE:
RJA CITY ENGINEER R.C.E. 51152 5*2 5
FILENAME: I: PACIFIC INDUSTRIAL\ SIERRA INDUSTRY PROPERTY\ DWGS\ FINAL DES"\ STORM DMN\ MANGO AVENUE – SD 02.DWG