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158 157
CONTRACTOR SHALL PROTECT
AND SUPPORT ALL EXISTING UTILITIES
AND PROVIDE SHOP DRAWINGS APPROVED
BY A CIVIL ENGINEER FOR SUPPORT OF
EXISTING PIPE CROSSINGS SUSPENDED ABOVE
7lilAT1ACITT "I"I" M^ TTTT C1 A TTC1T A l9TT1%1kT
E
PROFILE
. S p tii
158 150 180
CONSTRUCTION NOTES
1 ONSTRUCT DBL. 10' x 8' REINFORCED CONCRETE BOX PER DETAIL 1, AS SHOWN ON SHEET 3
5 CONSTRUCT MANHOLE PER APWA STD PLAN 323-1, AS SHOWN ON SHEET 5
14 CONSTRUCT CONCRETE BULKHEAD PER DETAIL 3, AS SHOWN ON SHEET 4
24 SAWCUT AND REMOVE AC PAVEMENT
25 TO BE RELOCATED BY S.C.E. PRIOR TO CONSTRUCTION, CONTRACTOR TO PROTECT
IN PL� �iFT �R "'RELOCATION Ig
PROTET I! P CE
2
I
1
NOTE: SO' a ET NUMBER 7 FOR TYPICAL ON NDN -ND'
I,
4r i y
158 159
t 4f
- - S 89°57'05" E
- �W C 24" W -
CITY DRAWING W0 WTV lao�
REV. I REVISION DESCRIPTION
TOLL FREE 'Em®1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
TRACT 10917
40
GRAPHIC SCALE
0 20 40 so
Ch
OPTIORA1.: OUT I E -
- 1�iEOF
#;
;.E069S. TO 1E .
ROUNDED: 1.0
SARA:
IDU0 1 TIE AR RwtD OF SPUR
4) M
559. -NOTE 2'TIE.
V' -0'i- LONG.
.:
:..15W#4) J
.18AR 144
4 d4 .res 0(41:-0-1.1-0B*i
iE T I
:�jaOW'rADVLAR$1
,1.
z0 * wgt !se
10TE .1 #
t� 1AFTT NOT SHOWN).
STREET ANO COVER - PER5 .A0E .TM PLAN. 630
MANHOI=E SHA1"`1f r ' I�� mm .x:.00: " g�� ;� .�3 P:(PEE. (` -LEVEL.-
PER
LEL.'PER STD. : NOSE -a
PLAN 5Z4. P1i i i�I!AT 21..: .
f3:
900 r"om .(11I� E. B� . �
E A: --,. F
Tit SIE.
STEPS-TtE OAR.
':
4 $
- '_ : ` i BARS € m
ROUND EDGE '1t12•.;}� .
. , _ -vii; ii; ':TIE .
T6 "� rr i.3 1 .R �.-
1¢5Wi4Jp . 0 +5.0 :mm 71 #�ET �
ELEVATION
APPLtES AT �wa
SEE: T
N' I2 1.'" f1"9
1 3 I OEC"
SE T .:O N... -- :
COMMAETIE, R 1144
.STREET. GRADE
1e.. ti '- /7125. -'M -X... M: (St -1
b tT THIS ' �;: " 1 ARS
.� .. - SES °I`ABL
,STREETS ' VARIABLE
- .0g 1 °I OR 1:OM0 OR- i
m .[ ' '� $). FSR R.
NI �If .'TREET .'-J GARS
ROUND -
Eats
TO 75.ffft
.SE T1ON' C. C
AMERICAN4 P LIC9 WGRKS:.ASSOC.IA iO "` . .o T ERNC-ALIFORNIA'CHAPTER
ANH LE PIP. PIPE' MAIN
f Sri MEt rte._
tow
D
LINS
L. -
USE V&4 STAND M' IFI ATIOUS-POFt PUSLIC WOM% q"STRImpON
NOTES
L. WHEN.'DEPTH, _M: FROM STREET GRADE TO THE TOP OF THE -`8 -QX IS LESS
TH-AN 867 -r'ai (.Z"-tG 1/21 :FOR PAVED "GREET OR -10.60 F.OR 4-
PAVED STREET '., CONSTRUCT MONOLITHIC. HAFT PER stcTiOn CSC AND'
VETAtL..*N1{ SHAFT FOR ANYDEPTH OF -MANHO-LE'MAY BE CONSTRUCTED'
TRUCTED
PER .SECTION C -:C;. -WHEN WAt ETER"-.01 IS -1200. f48"1 ORLES6., -C NTE t
E :SH.AFT" MAY OE'LO ....CA PEk DOTE .
2. CENTER Off' MANHOLE SHAl* T $MAL.L 8E LOCATED OVER .C'ENT'ER i..(NE .OI*
TOR ORAIN- WHEN OIAI E`TEA .01- IS iZ0 rim (4,61. OR LESS. IR �tCH CASE'
PL. CE E BAR.$ 0AWT 'ICAL�.Y'� -AROU14,0 SHAFT AT .456 WITHCENTER LI:NC
,ANO OM1 T j. .AR_$.
D- P -SIAL :HAV THE I' ' : '
�. L AIS �. E OLIO#N6 VALUES: UNLESS .6TEWIE: S146WN
OSI THE PROJECT' DRAWINGS" .
t.16,:) .O -R LEIS. LZ I.; mmt 1":
Di OVER: 2400 atm 01,8 m (gig -01),' -PZ* 0.0..m (8")
:L MAY BSE:. INCREASED OR LOCATION -OF" MANHOLE- S HtFTE TO SET` 'PIP.E
ENDS.:. WHEN 1 - RlEE, lAT�'jEFt. "I H AN #"THjAT` t OWN - O�IE t PEC.I I� IF.Dt: 0. 8�'S
. HALL St CON11 I I U15 -'D. -1:60 mm 46,6) a. -
.4, TAT1. N~ F. AI HALE -SHO'°�R OIC PR.O,�EC:T- DRAWINGS APPLY AT -CENTER
L,I.NE F` .SHAFT-.. EL.. '� 10NS :ARE. H wN A°T CENTER L..INE OF HAFT .AND
REFER TO TJIE PROLONGED. I"NV.ERT GRADE LfNES.
.. REINFOBt EME I°T :BALL CONFORM. T0' A TIM 1 M. -GRADE (AS.TM A 615'
GRADE 401,. AND SHAL, ALL.... TERMINATE 40- {I 1/21 CLEAR OF C-ONCRETE: 'SOR-
FACES UNLESS OTHERWISE 5140`WN.
.' FLOOR 6F M.ANEIOLE SHALL BE STEEL TROWELED 76 .;ISP-RfN0.LIN .'.
T�.. 00.DY OF MANHOLE .S A:i1. SE. POURE-0: IN, ONE CONTINUOUS- OPgE.RA'TION
EXCEPT THAT A CONS:TRIICTION 40INT WITH :A .L61444TODINAL KEYWAY MAY
RE P.LA0E9' AT SPWING L'INE...
8. T 1GC NE OF ;-HE OECK SHALL V R.Y' WH.04 N S A - I- R VIDE
L V :L SEAT' : VT ~ H:ALL NOT D.LES THA THE, T:AOI�LAR- VALUE FOR: F
SHOWN O TABLE H.' 2.
. 0 BARS .SHALE, BE. 15M(el FORD 9?5 . (: 0.) 09 I..ES ,.:45- M(45) FOR
02 -*:1050. �. -4.2'1 TO 2-100 .m.cr:.% 4*1 Ik - V' .IYF. #�N:O OM(:� 1 FOR
10. :CENT"ER LINE OF IN'E
LET P -I . 4HALL INTERSECTINSIDE. FACE OF -CONE AT
S RI N1 : In:I NE 1:1NLE:S a. O.T`HE9W) S HO. -WN.
II: 5TEP S- 3 AL.L CONFORM. 7170 S-TA.N64RD PLAN. - ' .0R. E �NLE-9$ 0.T.HF- 1 iE .
SHOWN,. STEPS $HAI:L:8E UNJIFOPMLY SPACED -OC..
THE LOWEST TEP :'SHALL NOT BE MORE, TIO N. 600 mm424*1) ABOVE. !flt INVERT,
Iz. THE FOLLOWING CRITERIA SHALL SE -USED FOR 'THIS M NHCL.E-
!yy/ �¢ 1r ��ya. }ems) �y {j +�/ry '/�` {y ��yy �yryy -. .yS�. }pw�p^ _ 2■ ;ylq-gyp•' {q_p��e+}�{y j} THE.
A�- �MAI'N 'kr�N � 9'0 36� i. s1C i 1.14S] +' .I*A # !R PsA 6i�i!mI .3: 5'e 6..i f 'R -HE . A
..'LINE RCP- DOWNSTREAM O.F ANHOLE: I.S. 900 mM (464) TO IO50 mm (4-2-8)
.114310E DIAMETER AN0 THE MAIN LINE IRCP 01PSTR1fAM-'jS 82.5 1' 43:5"' OR
LESS :STANDARD tD 'PL: A.N. 1-21 H.AL.t BE vSED.
A M-EM'GAN PUB LIC WRKS ABWCIA.TIONRT1
TA xR�P9-
� .0 -1
8331 1 +3 Li/" y
HEP:PE �.L NE.AN.O
:
to"w. O -mm " ' O �'GE-R
160
( IN FEET )
1 inch = 40 ft.
DATE ENGR. CITY DATE
QROFESS/0
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT ��a oNo �• 44 q�
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL2G)
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, No. 36052 m
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO w ►�
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND °G Exp. 6/30/20
STANDARDS IN EFFECT. s�q� ctv�\,
F OF CA1-SFO
]�AS :. IA
v
::..INE.
0 tem :..:•"
1A ' irdn... im-
nV_ -
IaO
1.. ... . ...
.
-2*)
.90 mm J7 1 -/2*)
'1125-mm4 '"
t .tri I T . /4 -
0.1. m
1"=40'
Fontana, California 92335
PLAN AND ROFILE SHEET
�g ri
: Y 19 $
(909) 356-1815 Fax (909) 356-1795
DBW
.17.25. ' '--
7
r
K.-
1 mm.
.12L�° J
CHECKED BY:
RJA
PP tD BY:
DRAWING NO.:
3050
400 mon 1961
335
.355-0. -�.. W
" rkrft .[1j}0?46)
_395s, mm (1 :11_ i.
1`2i,850:
mm- OKI,)
mm.
:4.20 mm
mm
M.
3300
'4 .mi'' .
4 (1. 83'
4.45 rMh (IT.1d'�*1 .
. fi0Q. mrd 144',
" . 4. - '
]�AS :. IA
320 -"1
::..INE.
320 .
R RG
BASELINE AVENUE STORM ®RAINmPHASE 2 -STAGE 1
B :T.HE'0U-TSJDE '0fA I :TE F TIDE 'L.ATE.R.AL MUSTAE LESS THAN OR
COU :T
L O- I-� '� I#� )D DIAMETER F THE MA1:N:EIlllt if TH-E
PS -TRE -A' AMD DOWNSTR AM -DIAMETER OF T14E MANHOLE. ARE NOT.
TH E'. .A:. "TIDE +'ERVC. (1:C : iIA1lET 0 TIdE AIN. f�tE
SHALL.C N .tOEREO '#'0 .DET T WHERE ' _ : "EI ( OED ` ENTER
LIME OF* T.RE-' t -AT R L E -NTE .T14C MANHOLE.
'. t.(il Na I.3ST'ANCE.: IAt:L THE -14910t 01AMETER .OF THE :LATERAL: T
15.- MAN14OL:E - RAW- AND- :COVER SHALL CONFORM T.0 STANDARD PLAN 630-
.UNLESS' OTHERWISE SHOWN.
I.4. M44HOLE.HM AF `' . HALL CONFORM. TO STANDARDPLAN..324. UNLESS
OTHERWISE '.SHOWN:
I .. WHERE -A .MA.NHOLE.: SHAFT � -SOD term (3-64 11 W:ITH60 T REOvCE #.:5. SPECIFIED
-REFCR TO .STANDARO PLA 326,
16. WHERE .A F ESSURE i1 HOLE S..AFT -WI'i`I`I ECCENTRIC R:EIDWtEI t
SPE'CI'FIE'#D. REFER TO STANDARD PLAN 328.
I7:.. WHERE .A PRESSURE. MANHOLE: SHAFT 41.114 'h" 0V) REDUCER 1S'.
PEC F I b REI= ER to -STANDARb PLAN 329,.
i .. t. i�laI :I . ` f Vt1I ..0N THI. PLAt4 F.CR ETRIC :AICD N Li H U IT -ARE. NIST
EXACT :EQUAL .1f AL UES. IF �TI�IC VALUES ARE UISM; AL i. -VALUES USEID.
FOR. CI(N TRUCT.I04 HAL -L E .METR,I VALUE .XCEPT.REINI:0ROING..BAR
StZEa' Ifi. ENLISIII.'S: ItAY E SS'II:TUTEI FOR '`I'RiC BAR S#ESS.
I -F' ,ENGLISH U.WTS ARE. USED-. ALL VALVE't USED FOR CONSTRUCTION -SHALL
BE. ENGI.,.ISH UNI rS--,
THE FOLLOWING STANDARD PLANS .ARE. -1.NCORPORATED HEREIN. -
'324. MANHOLE SHAFT . WITH -ECCENTRIC REDUCER
.326 MANHOLESHAFT �-.900 itml' B J. WITRO IT REDUCER
3-20. PRESSURE :MANHOLE .SHAFT .1- WITH :E:CCENT'RIC
329. F`RE:SS'.URE MANHOLE :SHAFT 9:14 .1hm (361 1J ITHOUT°"REOUc- EI
530 61-6 M I- "4�1. I ArNH.OLI -FOAMt. AND COMER
" 914 vro MANHOLE FRA JE AND..C.OVER
625- STEEL. STEP
636PO.LYPROP-YLENE PLA$- TIC STEP.
.AMERICAN PUBOC WOR" .ASSOCIATION.- SOUTHERN CAL.IPORNL4 CBA TER
320 -"1
MANHOL15�- PI ''E TO . " K LINE
-1A
=900 m - 3W`- OR GER
.511 ET4-0f'4
Prepared By:
CITY OF FONTANA, CALIFORNIA
ALLARD ENGINEERING_
BASELINE AVENUE STORM ®RAINmPHASE 2 -STAGE 1
Civil Engineering - Land Surveying - Land Planning
~„ X 8253 Sierra Avenue
DRAWN BY:
DETAILS®
SCALE:
DBW/WF
1"=40'
Fontana, California 92335
PLAN AND ROFILE SHEET
QESIGNED BY:
DATE:
(909) 356-1815 Fax (909) 356-1795
DBW
15x4#00. '�'� 'r 157+70.00DECEMBER,
2001
.12L�° J
CHECKED BY:
RJA
PP tD BY:
DRAWING NO.:
3050
14
19
Raymond J. Allard, A.C.E. 36052 Date
(expires 6/30/2004)
CITY ENGINEER R.C.E. 51152 DATE.
Filename: M:\DWG\14902\BOX-PHASE2\STAGE 1\S2-sd14.dwg