HomeMy WebLinkAbout3787-5L
D
U J4 BAR
VELD .
P.)
Rim
42.0 5-3" HOLES (6" ABOVE FG)
FG
RIP -RAP (PER PROF/LE)
STD. C.S.P. TEE
ANCHOR OCK MIN. 5SACK/CY
SET TEE SE ON /N WE CONCRETE METHOD APPROVED
CONCRETE NCHOR BLOCK BY BUILDING FFICIAL
& TRO INSIDE TO GRAIN
301" C.S.P. RISER
1" 4'
11 +03.71 LINE "D"
I =11 +03.71 LINE A
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PROFILE r i _ - - -- - -- -
I
I
HORIZ 11 1401
i VERT 1 =; 4
PLAN 1"= 40' 10+00 1 1+00 10+00 1 1+00
,
N07 -r-3
IN FEET A. THE CO1urR,ACraR SHA14, �
40 80 120 160 �� THE of XEMLOVAL AXIL>
JR�PLAcr_-MEAlr D)= 1AiTr:?,;zPFe1Aj& SSL c -k WALLS,
LAAJD6CAP/Al C.1 l g4 CAT nu Sysms I OR /Y
8rpevCr1ilz�! .
,�. THS TD I �D /IV �,cllaD�lNt lr 6Hr4L1-
A CCD90 AJC W1 r14 SFCTlb1U 306 -5 41= 51 DA,E,U
CONSTRUCT SAFETY FENCING PER 5PnFG)tr7C47-10A-15 FoR Pv f3/,/C, w09eKs COA%5re1 710A/ .
PER/METER FENCE WALL PLAN r114--vblo: /ti AB�Do�/,E,C PiP� W17-1-1l-sAck s4NO
61-141 Y DR AS •APPROVaD BY 7-/4E CIrY EX�C�lJf1�ER
DETENTION BASIN GRADING PER
ROUGH GRADING PLAN
REV.
!
�-
! 1 HEADWALL SHALL BE MONOUTHIC.
A LAP ALL BARS AT CORNERS 30 D METERS
IF NOT CONTINUOUS.
2 -*4 OR s
SEE NOTE 2
�44-11 11
• 4 OROS 12"
Of. EA. WAY
SEE Non 2
A
PLAN REINFORCING DETAIL
ELEVATION
CURVE / LINE DATA TABLE
CURVE
DELTA BEARING RADIUS
LENGTH TANGENT
0
N 70'5543" W --
6.05' --
0
19'34' 11 " 45.00
15.37' 7.76'
0
N 89030'06" E --
43.15' --
0
18057'10" 45.00
14.89' 751'
®
N 70"3256" E --
11.57' --
11 +03.71 LINE "D"
I =11 +03.71 LINE A
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- ,IJD
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1 Lt/AL.L
LACE � d
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Poul
117
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0 mom ME m_ 0 MAIN
■■■■■■■■■■■■■■■■■■■■■■■■
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17",
I--
4
A I
_ }� » � , _ __ ; ;LIN}E� '�D "
t 30 R. C.P. -1750D i
1 Q 1 0--55.PCF5
- -- ---- - - --1- -; -- ;--- - -- -- - - - -- — FV 1-�S- - - - -- -- - - - - - - -- - - - - - - -
UNT u,
1--�— } i --- -- - �-- j--- r -i I I I I }-----}- i I -
PROFILE r i _ - - -- - -- -
I
I
HORIZ 11 1401
i VERT 1 =; 4
PLAN 1"= 40' 10+00 1 1+00 10+00 1 1+00
,
N07 -r-3
IN FEET A. THE CO1urR,ACraR SHA14, �
40 80 120 160 �� THE of XEMLOVAL AXIL>
JR�PLAcr_-MEAlr D)= 1AiTr:?,;zPFe1Aj& SSL c -k WALLS,
LAAJD6CAP/Al C.1 l g4 CAT nu Sysms I OR /Y
8rpevCr1ilz�! .
,�. THS TD I �D /IV �,cllaD�lNt lr 6Hr4L1-
A CCD90 AJC W1 r14 SFCTlb1U 306 -5 41= 51 DA,E,U
CONSTRUCT SAFETY FENCING PER 5PnFG)tr7C47-10A-15 FoR Pv f3/,/C, w09eKs COA%5re1 710A/ .
PER/METER FENCE WALL PLAN r114--vblo: /ti AB�Do�/,E,C PiP� W17-1-1l-sAck s4NO
61-141 Y DR AS •APPROVaD BY 7-/4E CIrY EX�C�lJf1�ER
DETENTION BASIN GRADING PER
ROUGH GRADING PLAN
REV.
!
�-
! 1 HEADWALL SHALL BE MONOUTHIC.
A LAP ALL BARS AT CORNERS 30 D METERS
IF NOT CONTINUOUS.
2 -*4 OR s
SEE NOTE 2
�44-11 11
• 4 OROS 12"
Of. EA. WAY
SEE Non 2
A
PLAN REINFORCING DETAIL
ELEVATION
r 2!g
I
DIMENSIONS
PIPE
DIAM
L
E
F
W
24"
14-9"
2, 8„
4• oa
7-66".
30 I 5'- 5
3-0
4-6
3'-0"
36'
6•-0"
3=4"
•5•-0"
V-8"
42" ( 6• -7"
3•-8" I e-6"
4!-2"
48'.
7'- 3"
4•-0"
6•-0"
4'-e
54"
8'- 2"
4-6" 6•- 9"
V-4 0
r 2!g
I
I
*4 OR *5 12"
�
O.C. EA. WAY7T
o+
GR I
SEE NOTE 2
o
INET
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2 -*4 ORAS
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SEE NOTE 2 CONT
NUOUS 8AR
9BEND {
OR
R *5 12"
a
OZ. EA• WAY
SEE NOTE 2
SECTION A
-A
NOTES:
I. HEADWALL SHALL BE CONSTRUCTED OF
CLASS A CONCRETE.
2. REINFORCING STEEL SHALL BE NO. 4 BARS
FOR RW° UP TO 60 . ABOVE "W"=60" NO.
5 BARS SHALL BE USED. 2" MIN
CLEARANCE.30 DIAMETER LAP, ALL STEEL.
3. ADJACENT SLOPES SHALL BE is TO i
OR FLATTER.
4. MULTIPLE PIPES TO BE SET WITH LONG-
ITUDINAL CENTERS 1 2/3 DIAMETERS
APART.
5. ALL EXPOSED CORNERS TO BE ROUNDED
3/4" RADIUS.
6. W SHALL BE INCREASED WHEN MULTIPLE
PIPES OR PIPES ON SKEW ARE USED.
SAN BERNARDINO COUNTY ROAD OEPl4R'f1MENT
HEADWALL 209
ESS M. A. Nicholas WING TYPE
COUNTY ENGINEER
RED,inu umAW�N.': zip
�^ CONSTRUCTION NOTES
SSE RECORn ;-,- ----- --_•_"t PRFPHRED IN � � X10. X663%
PART, ON THE Bi . ` ! , ;,::}it�IPILED AND� �• CaI��,Ei=��— A' ' � KE�DY� 60577 RcP p1P�
N�IRNISHED BY 0-1 r; =R WILL NOT BE _ (E)—INSTALL 30" RCP, D -LOAD PER PROFILE
''V 1� �3`�
CONST DOUBLE BRICK & MORTAR BULKHEAD PER PIPE CLOSURE-TYPE"B"
(�,$PONSIBLE FOR ANY EE:iriURS OR OMISSIONS U1IFIfIC,IMI ��';; C ;
p�VE BEEN INCORPORATED INTO THE DOCUMENT'S AS ��/° 0r CNk\i DETAIL ON SHEET 6.
ARESULT THEREOF - 1@—INSTALL 54" RCP, D -LOAD PER PROF/LE
P 14 CONST. CONC. HEADWALL PER S.B. CO. ROAD DEPT STD 209 PER DETAIL HEREON.
`•- L(N)=12 ; L(S)=9 ; E(N)=5 ; E(S)=4.5 ; F=10 ; W= 6'
QRpFESSh(j�,� • � �J�/a @—INSTALL LANCHOR BOCK AROUND BASE 0 C.M.P. RISER WR �R/SEREREON (5-3" HOLES 6" ABOVE FG) �
•� 1. � l ! � 6-3, » ,
���' 9j���� CONST 4 THICK 20 WIDE P. C. C. WE/R/SPILLWAY (2:1 SIDE SLOPES)
EMERGENCY SPILLWAY DETAIL �� PER DETAIL HEREON
N. T.S. �� W m � INSTALL 75 LB (12) ROCK RIP -RAP (SEE PLAN/PROFILE)
REVISION DESCRIPTION
TOLL FREE 1-800-227-2600 ® REC°. tDki&
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT / BEV/SED STnA
-DRAT v As 890WkI
o No. 36637 � @—CONST 4" THICK 10' WIDE P.C.C. DRIVE/RAMP W
�> e A. �— CONST. CONC. BLANKET PIPE PROTECTION PER APWA STD. 225-1, SEE SHT. 6. W
BENCH MARK. • 8 BASIS OF BEARINGS: (§) ---XanOVE X157_ ISI P 94P o
® -, , c; I •�� -17 2s �zDVE L�• Wi4LL Ft�pTY�tIG
rylF BRASS CAP IN THE CONCRETE BASE OF THE BEARING OF N 89030'06" E �, p�/� 7C /S� �1-/,uG J k
THE SOUTH LEG OF AN SCE TONER ALONG SUMMIT AVE. AS SHOWN
MdVE Cb g LL�AY
S 343 NORTH OF HIGHLAND, 0.2 M1 WEST ON RECORD OF SURVEY IN BOOK AJC
OF SAN SEVAINE RD., 2.65 M1 WEST 35; PAGE 9. 2$ r-1 U, VOID W/7*91- 5AC4- S AJO
/
A2 OF SIERRA AVE. OX AS APFPWMD BY CITY igAr) � ELEVA 770N. # 1428.609
O
DATE ENGR. CITY DATE Prepared Under The Supervision Of : C/ T Y OF FON TA NA, CALIFORNIA :Z
SHOULD CONS TRUC T/ON OF THE REQUIRED IMPROVEMENTS
P P
woe UMMAASN,� PREPARED /N THE OFF/CE OF STORM DRAIN IMPROVEMENT PLANS
NOT COMMENCE W/TH/N TWO YEARS OF THE DATE OF ��- \ s Fti MADOLE AND A SSOC/A TES, INC. �7 T O N
N AN RR/ED FORTH /N A c� �o�r�n DRAWN BY INTER/M DETEN TION BA SIN SCALE: 00
APPROVAL SHOWN HEREON AND O No. 62183 m 760-A SOUTH ROCHESTER AVENUE SHOWN
w � ONTARIO, CA 91761-8180
ATs L/NES "D' AND nOn AS
D/L/GENT MANNER, THE CITY ENG/NEER MAY REQUIRE * Exp: 9-30-05 PHONE (909) 937-9151 DESIGNED BY DA o
c ���- ATS 95 OCT 2004
]� REVISIONS TO THE PLANS TO BR/NG THEM INTO gTFOFSAL\Foy Date : �' ' aI CHEC� r.• AP 0VED e
_ ATS D AWING NO. 5
b I ' ]' N RCE 621 EXP. 9 30-05 3787
CONFORMANCE WITH CONDITIONS AND STANDARDS DARDS /N EFFECT.
look wr.l F� 2 Z(e E. d$ 1TY ENGINEER R. 51152 DATE
I l
JA620-1887\storm\SD05.dwa. 6/6/2005 5:24:11 PM. 1:1. ATS