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#4, sEE DETAIL_
�► , OF NOTCHES I, THE CAST IRON USED SHALL CONFORM WITH ASTM A-48 CLASS 35B.
§:C4"03)0 9°6Q 0r► 2. THE FRAME AND COVER SHALL BE COATED WITH ASPHALTUM OR
Ci "�I&OA �' r ' �, ,� BITUMINOUS PAINT AFTER TESTING AND INSPECTION.
A ■ ah. 2Q ,. x7emmI1L76 " ' { ' 1 3. COVERS SHALL BE CAST WITH TH THE LETTER "D" FOR STORM DRAINS
�.� q1/69- .� AND S FOR SEWERS AND THE AGENCY IDENTIFICATION IN ACCORDANCE L]■ # WITH INSTRUCTIONS FURNISHED BY THE AGENCY, THE LETTER "D" OR
\/.## C C� ' ylouNGati° "S" SHALL BE APPROXIMATELY 65 mm (2 I /2") HIGH WITH 13 mm (I/2")
10,
SLOT 8a iti � � 44 n,„, N#,I., �° LINE WIDTH AND PLACED IN THE CENTER OF THE COVER. ALLLETTERS
■ � * tl 3r4 ) TYP. .� _ --� SHALL BE FLUSH WITH THE FINISHED SURFACE OF THE COVER .
PLAN OF COVER 4. FOUNDRY IDENTIFYING MARK, HEAT AND DATE SHALL BE CAST ON THE
642 mm
TOP VIEW BOTTOM OF THE COVER AND ON THE INSIDE OF THE FRAME.
(231/4•t DIA. T,,� PLAN OF FRAME 5 . IMPORTED COVERS AND FRAMES SHALL HAVE THE COUNTRY OF ORIGIN
22 112 f DIA., •A• MARKING IN COMPLIANCE WITH FEDERAL REGULATIONS.
2 mm
u I/4.101A. / �J 6. WEIGHT OF' FRAME SHALL BE 73 k (160 POUNDS ) WEIGHT OF COVER
N � �llJ g
4 mm ( 1/41 SHALL BE 91 kg (200 POUNDS ). ACTUAL WEIGHTS SHALL BE WITHIN
_ _ ¢ z 2s a� ",", �a$ m (a5 t.2•} —� RANGE OF 959 TO 110%.
Ioo w i4 �++�. 19 RIS!!
1 0, - ; `M 11`1,1i am; R. TYP. 13/4.1 19 mm *� n
01 Z.' '°� / • 3 ^ ► °° �' ^'^' THE MANHOLE FRAME AND COVER SHALL BE INSPECTED BY THE ENGINEER
�' °° =� 'n ' a- •r �4 "+� li 3/4 1 •. t3/4.1 WI .: A N (I/8.1 R. 7.
r - - - - - - t - - PRIOR TO SHIPMENT TO THE JOB SITE, ACCEPTANCE WILL BE INDICATED
_ _ nra i —
IL /. Y� /'., /lr.//1r�D.: �Il. * ", ��� , i vru lAe�E —•.•- ,* �' .
� ,�,r. // ; EMI ,;� ,l = BY THE AGENCY' S MARK
603 own (23 3/41 �N . I '(9rid•1 '•' 8 . THE PROOF—LOAD FOR TEST METHOD B OF THE STANDARD SPECIFI —
, � � M .: SlOme (24.1 �8 CATIONS IS 25,100 kg ( 55, 300 POUNDS).
p .ey qi _
7 ;7:3-1 844 mm tai 3/4•) (3 7/8'} M
fCTON A -- A COVER LUG 9, COVERS FOR MANHOLES LOCATED IN EASEMENTS, ALLEYS, PARKWAYS AND `—
ALL OTHER PLACES EXCEPT PAVED STREETS SHALL BE PROVIDED WITH
NQ VIEW SECTION B B SOCKET SET SCREW LOCKING DEVICES. DRILL AND TAP TWO HOLES TO A
60-
DEPTH OF 25 mm (IN) AT 90 DEGREES TO P ICK HOLE AND INSTALL 19 mm
x 19 mm ( 3/4W x 3/4 ") STAINLESS STEEL SOCKET SET SCREWS WITH
0 f.. �"-:— IA-� 132 mmk)1
10 mm (3 /8") RECESSED HEX HEAD, ALL THREADS SHALL BE N.C.
es fr r4.044.0
. f 3 0 gl `° 2 2
7a4 0 • f ` 6.7.: li1111.11M1111111111111111111111E 10. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS
�'�' ARE NOT EXACT EQUAL VALUES. ! F METRIC VALUES ARE USED, ALL
r''i``, `� / •' 25 miIIIIIII1EMMII VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT
_irtilit
i (II HOLES 127 mm 2smrn REINFORCING BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR
t,{ i I ,' (51 "
1 111110v\
1,i ,r/ METRIC BAR SIZES . IF ENGLISH UNITS ARE USED, ALL VALUES USED
Iii ;i14
v in l ' l -t 4--''s 4 41:1 f,- LOCKING GUIDE FOR CONSTRUCTION SHALL BE ENGLISH UNITS.
N t , . 4 SIDE VIEW C—C
I*
527 mm (20 3/4.1 1 i mm 'i'tl/8•) raw)"
(1 1/2•)
537 avn (21 1/8•) % �" :'p
1 542 mm (22 1/8.1 111111
572 mm (22 1/2.1 :wr/J4 6
641 ,wn (25 (/4.) �
�r
PLAN OF COVER DETAIL OF NOTCHES .
BOTTOM VIEW
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
.� PROMULGATED EY THE (24") MANHOLE FRAME STANDARD PLAN AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN
PUBLIC WORKS STANDARDS INC., METRIC METRIC
GREENECOK COMMITTEE AND COVER DOCKING TYPE 210 — 2 10 mm (24") ANHOLE F E 210 — L
REV. 1998 998 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS C^NSTRUCTION SHEET 1 OF 2 AND COVER LOCKING TYPE SHEET 2 OF 2
BASIS OF BEARING: . — ___ - - — .1116,
IS GRID NORTH, CALIFORNIA ZONE 5 PER NAD •
83 COORDINATES. CENTERLINE OF LOCUST
FROM FOOTHILL BLVD TO THE NORTH
BOUNDARY OF TRACT 2183. BASED ON AL
FOUND MONUMENTS, A CONC. NAIL IN .—
FOOTHILL & A NAIL IN SHINER AT NORTH PL '� --`=--...
AT CENTERLINE HAVING A BEARING OF
NO1'53 20 W. ii:-'1S> , s'`-''\ ' )
A� I tr.E NQ 575 `� a
BENCHMARK: STAMPED S.B. CO. •
SURVEYOR, 7-9 1970"
ELEVATION = 1307.15I
BRASS CAP AT E.C.R. OF NORTHEAST `� •
CORNER OF FOOTHILL BLVD. AND LOCUST -.. 4
AVE.
PREPARED UNDER THE SUPERVISION OF:
° Allen _ SHOULD REQUIRED HE CONSTRUCT ONOOF THE QROFESS1oNq< CITY OF FON TAN A, CALIFORNIA
Underground Service Alle � MEfl1LL
�� •LAND PLANNING
Q�' M' RAY F ee .C/V/L ENGINEERING
G
COMMENCE WITHIN TWO YEARS OF ,�� �� 'yp 2� �-�{ .GEOMAncENGiNEERiNGSEWERPLANS
Q SECTION 4216/4217 OF THE GOVERNMENT CODE
THE DATE OF APPROVAL SHOWN ti� �i EMOREENNO •
•GPS&ROBOTIC SURVEY/NG // RECORD D gq w loll G 1�
REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE HEREON AND CARRIED FORTH IN A w m Q��p •CYR.4X3DLASER SCANNING
,, - ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE DILIGENT MANNER, THE CITY cy — NO. 57580 A DRAWN BY: SCALE:
VALID FOR YOUR DIG ALERT I.D. NUMBER CALL ENGINEER MAY REQUIRE REVISIONS * EXP. 12-31-2005 * NLT "THE FOOTHILLS TRACT 2183 1"=20"
���.� 1 2001 E. FINANCIAL WAY STE. 104 GLENDORA, CA 91741 SEW ' PLANS
UNDERGROUND SERVICE ALERT TOLL FREE TO THE PLANS TO BRING THEM INTO s /Q PHO E: (62 -57ss FAX: (626) 9 '4-5757 WEB: io. a i.bz DESIGN BY. �+ DATE=
111 g e �1
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1800-277-2600 TWO WORKING DAYS BEFORE YOU CONFORMANCE WITH CONDITIONS AND 9T CIVIC �� _ wMRJ // 6 OCT 05
I A RECORD DRAWINGS 5/26109 lov'/ • To( STANDARDS IN EFFECT. F of cAt�E� 1 riD G WILLIAM ' C.E. 7580 t EXP. 12/31/2005 CHECKED BY, /\ APPROVED •J, "�� /C if,1,1-- DWG.3910 5 5
REV. REVISION DESCRIPTION DATE ENGR. CI DATE . WMRJ ITY ENGINEER RCE NO. 51152