HomeMy WebLinkAbout3017-8■ o
SYMMETRICAL ABOUT
x 511 mm (20 1/86)
R=424 mm (16 II/16') 13 mm (1/20) N.C. x 25 mm (I') LONG CAP
Rx 421 mm (16 " SCREW WITH WASHER AND GASKET
R=343 mm 413 1/21 (SEE EYEQOLT DETAIL HEREON)
9A R -- ,A at ,n". r (SEE NOTES 3 AND 6)
iv (L09 MMI
13 mm (1/20) N.C. x
a 25 mm (I') LONG CAP
SCREW (TYP.)
4~
SEE EYEBOLT 13 mm (1/2.)
on DDETAiL HEREON 0 N.C. NUT (TYP.)
54 mm 112 1/8") WIDE (MIN.)
a GASKET (SEE NOTE 6) •y : oIn a
o . 1022 mm (3'-4 1/40) p.. E
E
o SECTION ,
MANHOLE WALL (CONCRETE. MANHOLE FRAME AND COVER 13 mm (1/2") ANCHOR.
MORTAR. OR OTHER MATERIAL 8' LONG (TYP.)
(SEE NOTE 8)
4 mm (5/321
S mm (3/16' � 4 mm (5/32') 30°
!rY'= t.)
3 mm 57 mm �2 mm1 ml 57 mm DRILL AND TAP C
t2 1/4.1 (71 /8•)I 5!8) t2 1/4'1 FOR 13 mm 0/2'1 DRILL 16 mm
IN.C. THREAD. - (5/8•) HOLES
I `I I ITYP.)
- MACHINE
Ian �I I
FINIS
Is
E�
II I SURFACE I /
8 mm
10 mm (3 8") STEEL
PRESSUIPLATE (SEE NOTE E 3 AND 6)
O► M
i2 mm 5 m - DRILL AND TAP
1 1/4 168 mm (6 5/8') (I.1 FOR 13 mm (I/21
N.C. THREADS (TYPA PRESSURE PLATE
r% r- -r n 1 It n r- r- n A 16 A r -
I16 mm (5/80) HOLES
(TYP.) (SEE NOTE 4
i` DRILL AND TAP FOR
13 mm (1/20) N.C.
THREADS (TYPA
% (SEE NOTE 4)
(ryP j
I
DETAIL OF BOLT HOLE
SPACING IN FRAME
10 mm (3/88) STEEL
PRESSURE PLATE
(SEE NOTES 3 AND 6)
51 mm (2') QIA. 13 mm [1!2') DIA.
CAW,,.
WASHER
(SEE NOTE 6) 13 NUT (TTP )) N.C.
6 mm (1/4•) MINIMUM -�
EYEBOLT DETAIL
(2 REQUIRED)
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE
MANHOLE FRAME AND COVER
STANDARD PLAN
PUBLIC WORKS STANDARDS INC.,
LOCAL
METRIC
GREENBO COMMITTEE
PRESSURE TYPE
211-1
1984
19
SHEET 1 OF 4
USE WITH RTANDARD $PgIq F1CATIONS FOR PUBLIC WORKS CONSTRUCTION
REV. 1996
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
NOTES:
I. EXCEPT AS OTHERWISE INDICATED, THE MANHOLE FRAME AND COVER
SHALL CONFORM TO STANDARD PLAN 632, 762 mm (30") MANHOLE
FRAME AND COVER.
2. THE PRESSURE PLATE SHALL BE STEEL CONFORMING TO ASTM A36M
(A 36). AND SHALL BE GALVANIZED AFTER FABRICATION, BUT BEFORE
INSTALLATION OF SCREWS AND BOLTS.
3. CAP SCREWS AND EYEBOLTS. INCLUDING WASHERS AND NUTS ATTACHED
THERETO, SHALL BE FABRICATED FROM ANY SERIES 300 STAINLESS
STEEL.
4• ALL HOLES IN CAST IRON SHALL BE DRILLED AFTER CASTING, OR
PLUGGED PRIOR TO CASTING. THEY SHALL NOT BE PUNCHED.
5. ALL IRON CASTING SHALL RECEIVE AN ASPHALTIC COATING AFTER
FABRICATION.
6. GASKET MATERIAL SHALL BE 2 mm (1/16") THICK NEOPRENE RUBBER.
PRESSURE PLATE GASKET SHALL BE 794 mm (2'-7!1/4") O.D.
7. ALL NUTS AND BOLTS SHALL BE TIGHTENED TO A MINIMUM TORQUE OF
34 Nm (25 FOOT-POUNDS).
8. FRAME SHALL BE SET ON 13 mm (1/2") THICK MINIMUM WET MORTAR
BASE, CLASS "B" MORTAR.
9. MANHOLE FRAME AND COVER AND PRESSURE PLATE ASSEMBLY SHALL
BE TESTED FOR ACCURATE FIT PRIOR TO DELIVERY TO JOBS I TE AND
MARKED IN SETS.
10. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS
ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED, ALL
VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. EXCEPT
REINFORCING BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR
METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED
FOR CONSTRUCTION SHALL BE ENGLISH UNITS.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STIF
ANDARD PLAN
METRIC
211 - 1
MANHOLE FRAME AND COVER PRESSURE TYPE
STANDARD PLAN
SHEET 2 OF 2
OWNER /DEVELOPER:
NEW WEST
PROPERTIES
369 SAN MIGUEL DRIVE SUITE 375-A
NEWPORT BEACH, CA 91660
(949) 640'-6420 + FAX: (949) 640-6484
BENCHMARK:
CITY B.M. No. 361 EI.EIf = 1 W5.00
NAIL IN POLE #1536697E
S.W. CORNER SULTANA & BASELINE
MARK I BY I DATE
ENGINEER
ulr
w
v x ci CURB OPENING
is CATCH BASIN (Sj
B
CURB
POINT A 4sa mm-- STR C & Q
6°) OE PRINT B POINT C ��OiyT POINT D
GUTTER
T " `��,� 4RP SrHgrGHT GRADE A �R9pF
t��Ota�• RIDGE
POINT E-
w POINT F A B POINT Q ¢ ,Q
¢ -'--DIRECTION OF FLOW PLAN .� DIRECTION OF FLOW a �
2 pp 0 n
oN__---I(---_ __-.WD-_ - __- LNzo
Z ------� j[_,_,
--7-
-POINT B --POINT C -POINT D
POINT A FLOW LINE
FLOW LINE PROFI ..
CASE A
^ -- N -.. _ 1 WD ---- --_ ." L N-
N F U CURB OPENING
EwM
`�'w3. z CATCH BASIN (Sj A� ,
¢� I I
CURB
CUPOINT A- pq� -POfNT 8 TR•4i --POINT 1) &
RB-
POINT C W'TTER 1
POINT E
c" POINT F C\_ -POINT 0 -'
-1 ;Zr DIRECTION 01• FLOW --"• PLAN --*---DIRECTION OF FLOW
ce a -•�•t--•---N - Wp L - - N z v
U L
POINT D
POINT A POINT B POINT C
FLOW LINE PROFILE --FLOW LINE
CASE B
2fi m ti")150 mm (61 25 mm 0") 150 mm (6") 25 mm ti°)
M___ _-_ _ �-►- • - ._MG,OR VAR: _ ..___.�
450 mm- -VAR.--
50
VAR.-- -
j j
��- - - 50 mm r_ �-VAR-� ___l.
I CUt�BJ (211) o o • RIDGE
• • b• 1~ �, VALLEY- E „ •Q • VALLEY_,
FACE h I I _
4 •° • E r.�� n • i>
� • Q' n a
A• 0
SECTION A -A SECTION B --B SECTION C --C
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
313-1
D E P R "" SSI O N�
STANDARD PLAN
PROMULGATED BY THE
LOCAL
METRICPUBLIC
WORKS STANDARDS INC.,
GREENBOOK COMMITTEE
AT CATCH SAS I N $
313-1
1984
REV. 1996
SHEET 1 OF 4
USE WITH RTANDARD $PgIq F1CATIONS FOR PUBLIC WORKS CONSTRUCTION
NOTE:
1. ALL EXPOSED EDGES SHALL BE ROUNDED TO A 15 mm (HALF INCH) RADIUS.
2. THE CURB FACE AT POINTS A AND D SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB.
THE CURB FACE AT POINTS B AND C SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB
PLUS H (SEE APPLICABLE CATCH BASIN STANDARD PLAN).
3. IN EXISTING STREETS WHERE NO PAVEMENT REMODELING IS INDICATED, THE ELEVATION OF THE.
OUTER EDGE OF THE LOCAL DEPRESSION SHALL MEET THE FINISHED STREET SURFACE.
4. 1N NEW STREETS, OR IN EXISTING STREETS WHERE PAVEMENT REMODELING IS INDICATED:
THE ELEVATIONS OF POINTS F AND G SHALL BE SET Hl HIGHER THAN THE GUTTER FLOW LINE
ELEVATIONS AT POINTS A AND D, RESPECTIVELY.
THE ELEVATIONS OF POINTS P AND R SHALL BE SET H2 HIGHER THAN THE GUTTER FLOW LINE
ELEVATIONS AT POINTS B AND C, RESPECTIVELY,
THE ELEVATION OF POINT S SHALL BE SET H2 HIGHER THAN THE ELEVATION AT THE NEAREST
GUTTER FLOW LINE.
WHERE THERE IS NO GUTTER ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION OF POINT
E SHALL BE SET H3 HIGHER THAN THE ELEVATION AT THE NEAREST TOE OF CURB.
5, DIMENSIONS:
H = NOTED ON THE PROJECT PLANS.
Hi = NOTED ON THE PROJECT PIANS.
H2 NOTED ON THE PROJECT PLANS.
H3 - NOTED ON THE PROJECT PLANS.
G = 600 mm (2 Feet)
K - 1.5 m (5 Feet)
L 1.8 m (6 Feet)
M w 1.2 m (4 Feet)
N 1.5 m (5 Feet)
WD = CATCH BASIN W FOR ONE CATCH BASIN OR DISTANCE BETWEEN EXTREME END WALLS
FOR MUTIPLE CATCH BASINS.
THE THICKNESS OF THE LOCAL DEPRESSION SHALL BE 200 mm (8 INCHES).
6. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACTLY EQUAL
VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC
VALUES, EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAYBE SUBSTITUTED FOR METRIC
BAR SIZES, IF ENGLISH UNIT -S ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH
VALUES.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
313-1
LOCAL DEPRESSIONS AT CATCH BAI INS
PER STD.
SHEET 4 OF 4
REVISIONS
APPR. DATE
Ct`rY
F DI F OPTIONAL OUTSIDE
EDGES TO BE EDGE OF CONCRETE
ROUNDED TO '
D BARS B Oil 75 mm (31 R
75 mm (3") OC ----� r-
IOM(+3) TIE BAR ,� �- R=ID OF SPUR c tc
4-20M(*6). E BARS At i
975 mm t3' -3') LONG. -�
SEE NOTE 2 (-- --� 4-15111 H
D BARS -IOM(*3) TIE BAR BARS 900 mm
75 mm (3") OC.
L2 m (3'-O•) LONG
SEE NOTE 9 BaJ 3-15M(*4) J BARS 1.4 m
(4'-88) LONG 75 mm(38) OC
CON'T.ADD'L. BARS 150 mm DETAIL "N"
F D2 F (60) OC TO INSIDE EDGE
OF MANHOLE, SEE NOTE 2 (RINGS AND COVER NOT SHOWN)
PLAN (SEE NOTE 1)
(SHAFT NOT SHOWN)
MANHOLE FRAME
STREET AND COVER PER
GRADE STD. PLAN 630
610 mm (241
MANHOLE SHAFT 125 mm x 50 mm J N of PIPE SEAT LEVEL, .
PER STD. (5•x2') m E al SEE NOTE 8
PLAN 324 PIPE SEAT F-)
900 mm (3'-0') E BARS w 'L n rn w
� E BARS I
TIE BARS
tA_ � N
STEPS-` mm
(3
TIE BAR -� E '1 R
N (3
o I I
125 mm ( 5') F F J BARS PRS o
_ 1700 0 BARS
mm ( P
ROUND EDGES -'1
TO 75 mm (3') R SPRING LINE
15M(*4) 0 450 mm�•
INLET
(180) OC BOTH 1 ELEVATION LL- GRADE POINTS.
WAYS TO BE USED APPLIES AT SEE NOTE 4
WHEN D2 IS 1500 mm THIS POINT
(60•) OR OVER-lqF r T I n KI Pt -.Pt
CONCRETE RINGS
PROMULGATED THEARDS
MANHOLE PIPE TO PIPE MAIN LINE
PER STD.
ANBY
PUBLIC WORKS STANDARDS INC.,
GREENBO COMMITTEE
1992
19
STREET GRADE
PLAN 324
REV. 1996
125 mm x 25 mm (5•xl')
SHEET 1 OF 4
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
RING SEAT
OMIT THIS
��, M
e H BARS
STEP IN
-
E
PAVED
1500 mm (600)
-0- 2
SEE TABLE
STREETS
1650 mm (66")
260 mm (10 1/41
N°q
VARIABLE
1800 mm (72")
280 mm (II')
25
150 mm
2100 mm (84')
H BARS i-
2250 mm (901
335 mm (13 1/41
(60)
355 mm (14")
2550 mm (102')
150 mm (624
w
cE
405 mm (16')
ti
BARS
400 mm (i62) FOR
430 mm (17")
50 mm
445 mm (17 1/20)-
IOM(*3 OR *4)
PAVED STREETS. F
c
(e")
F
TIE BARS
650 mm (2-2*) FOR
UNPAVED STREETS
J BARS
�- ROUND
'-'-
-'-'-�
EDGES
TO 75 mm
w
(3")R
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED THEARDS
MANHOLE PIPE TO PIPE MAIN LINE
STANDARD PIAN
METRIC
ANBY
PUBLIC WORKS STANDARDS INC.,
GREENBO COMMITTEE
1992
19
I D=900 mm(36")OR LARGER
320-1
REV. 1996
190 mm (7 1/2.1
SHEET 1 OF 4
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
TABLE OF VALUES FOR F
D2
F
900 mm (36')
165 mm (6 1/21
975 mm (39")
180 mm (79
1050 mm (420)
190 mm (7 1/2.1
1125 mm (45.1
195 mm (7 3/4")
1200 mm (48")
205 mm (81
1275 mm (51")
215 mm (8 1/2')
1350 mm 54')
230 mm (91
1425 mm (571
235 mm (9 1/4')
1500 mm (600)
240 mm (9 1/2.)
1575 mm (63')
255 mm 001
1650 mm (66")
260 mm (10 1/41
1725 mm (1
275 mm (10 3/4")
1800 mm (72")
280 mm (II')
1950 mm (78')
300 mm (II 3/41
2100 mm (84')
320 mm (12 1/21
2250 mm (901
335 mm (13 1/41
2400 mm (961
355 mm (14")
2550 mm (102')
395 mm (15 1/2')
2700 mm (108')
405 mm (16')
2850 mm (114")
3000 mm 0201
420 mm (16 I/20)
430 mm 07")
3150 mm 0261
430 mm (17")
3300 mm 0321
445 mm (17 1/20)-
3450 mm (138")
445 mm (17 1/20)
3600 mm 144')
455 mm 081
TABLE OF VALUES FOR M (SEE NOTE 1)
SECTION PAVED STREET UNPAVED STREET
MAX. MIN. MAX. MIN.
A -A 867 Ti (2'-10 1/2") 1060 mm (3'-6*)
C -C 262 mm 011 217 mm (8 1/2') 410 mm (16.1 380 mm (15')
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
320 - 1
MANHOLE PIPE TO PIPE MAIN LINE
ID 900 mm(36")OR LARGER
SHEET 2OF4
NOTES
1. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS
THAN 867 mm (2'-10 1/20) FOR PAVED STREETS OR 1060 mm (3-6") FOR UN-
PAVED STREETS, CONSTRUCT MONOLITHIC SHAFT PER SECTION C -C AND
DETAIL 'N SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED
PER SECTION C -C. WHEN DIAMETER DI IS 1200 mm (48") OR LESS, CENTER
OF SHAFT MAY BE LOCATED PER NOTE 2.
2. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF
STORM DRAIN WHEN DIAMETER 01 IS 1200 mm (48') OR LESS, IN WHICH CASE
PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45° WITH CENTER LINE
AND OMIT J BARS.
3. L AND P SHALL HAVE THE FOLLOWING VALUES UNLESS OTHERWISE SHOWN
ON THE PROJECT DRAWINGS:
A. D2=2400 mm (96") OR LESS, L=1.7 m (5'-6'). P=130 mm (51
B. D2 OVER 2400 mm (96'), L=1.8 m (6' -0'), P=210 mm (8")
L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE
ENDS. WHEN L GREATER THAN THAT SHOWN ABOVE IS SPECIFIED, D BARS
SHALL BE CONTINUED 150 mm (60) OC.
4. STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT CENTER
LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTER LINE OF SHAFT AND
REFER TO THE PROLONGED INVERT GRADE LINES.
5. REINFORCEMENT SHALL CONFORM TO ASTM A 615M. GRADE 300 (ASTM A 615,
GRADE 40), AND SHALL TERMINATE 40 mm (1 1/21 CLEAR OF CONCRETE SUR-
FACES UNLESS OTHERWISE SHOWN.
6, FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE.
7. BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION
EXCEPT THAT A CONSTRUCTION JOINT Wl'i H A LONGITUDINAL KEYWAY MAY
BE PLACED AT SPRING LINE.
8. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A
LEVEL SEAT BUT SHALL NOT BE LESS THAN THE TABULAR VALUES FOR F
SHOWN ON TABLE SH. 2.
9. D BARS SHALL BE 15M(#4) FOR D2=975 mm(391 OR LESS. 15M(•5) FOR
D2 =1050 mm (429 TO 2100 mm (84") INCLUSIVE AND 20M(#6) FOR
D2=2250 mm (90") OR OVER.
10. CENTER LINE OF INLET PIPE SHALL INTERSECT INSIDE FACE OF CONE AT
SPRING LINE UNLESS OTHERWISE SHOWN.
II. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636 UNLESS OTHERWISE
SHOWN, STEPS SHALL BE UNIFORMLY SPACED 350 mm 049 TO 375 mm (15') OC.
THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (24") ABOVE THE INVERT.
12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE:
A. MAIN LINE = 900 mm (36") INSIDE DIAMETER OR LARGER. EXCEPT IF THE MAIN
LINE RCP DOWNSTREAM OF MANHOLE IS 900 mm (361 TO 1050 mm (42")
INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 825 mm (33') OR
LESS STANDARD PLAN 321 SHALL BE USED.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
320 - 1
MANHOLE PIPE TO PIPE MAIN LIME
ID 900 mm 36 OR LARGER
SHEET 3OF4
B. THE OUTSIDE DIAMETER OF THE LATERAL MUST BE LESS THAN OR
EQUAL TO 1/2 THE INSIDE DIAMETER OF THE MAIN LINE. IF THE
UPSTREAM AND DOWNSTREAM DIAMETERS OF THE MANHOLE ARE NOT
THE SAME. THE GOVERNING INSIDE DIAMETER OF THE MAIN LINE
SHALL BE CONSIDERED TO BE THAT WHERE THE EXTENDED CENTER
LINE OF THE LATERAL ENTERS THE MANHOLE.
C. IN NO INSTANCE SHALL THE INSIDE DIAMETER OF THE LATERAL TO
THE MANHOLE BE GREATER THAN 750 mm (300).
13. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630
UNLESS OTHERWISE SHOWN.
14. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS
OTHERWISE SHOWN.
15. WHERE A MANHOLE SHAFT - 900 mm (36") WITHOUT REDUCER IS SPECIFIED
REFER TO STANDARD PLAN 326.
16. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS
SPECIFIED REFER TO STANDARD PLAN 328.
17. WHERE A PRESSURE MANHOLE SHAFT - 914 mm (36") WITHOUT REDUCER IS
SPECIFIED REFER TO STANDARD PLAN 329.
18. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT
EXACT EQUAL VALUES. IF METRIC VALUES ARE USED, ALL VALUES USED
FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT REINFORCING BAR
SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES.
IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL
BE ENGLISH UNITS.
THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN:
324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER
326 MANHOLE SHAFT - 900 mm (36") WITHOUT REDUCER
328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC
329 PRESSURE MANHOLE SHAFT 914 mm (361 WITHOUT REDUCER
630 610 mm (241 MANHOLE FRAME AND COVER
633 914 mm (361 MANHOLE FRAME AND COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PIAN
MANHOLE PIPE TO PIPE MAIN LINE METRIC
D 320 - 1
I =900 mm (36") -OR
SEAL -ENGINEER CITY OF FONTANA, CALIFORNIA
CSL
ENGINEERIN
INC. -
G,
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS
QRot:Ess�oN
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF A • 11651 STERLING SUITE E
RIVERSIDE, CALF DRAWN BY: SCALE:
F` CALIFORNIA 03
APPROVAL SHOWN HEREON AND CARRIED FORTH INA _fyz (909) 785-5122 * FAX (909) 785-5180 STREET IMPROVEMENT PLANS
DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE � SE N/A
W m TRACT 15964
REVISIONS TO THE PLANS TO BRING THEM INTO � No. 25917 � DESIGNED BY: DATE:
Exp. 12/31/05
* PREPARED BY: R.C.E. N0, 25917 RAS .. DETAI HET SEPTEMBER, 2001 ,
CONFORMANCE WITH CONDITIONS AND STANDARDS IN s � EW.71 2 31 os
EFFECT. 9��.. CIVI1-
t7 F CALF /0- 10S_- 0 � CHECKED B APPRO E B DWG. N0. SHEET
DATE: JJL Q�
RICHARD A. SCIANNI SANDOVAL R.C.E. 51152 3017 $ of 11
CITY ENGINEER: RICARDO
,1l\1545/Q9--21-Q1 /545 -1STANDSAS.QWC/_S
LARGER
SHEET 4 OF a