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--------- F—MMOCK PIRAWS AND COVM MALL w mAnz or CAkAy
CAST IRON CONFORMING TO THE LATEST A.S. T.M.
IN 7-- STANDARD A48, CLASS 30 OR BETTER. PRESSURE PLATIt
T SHALL BE STEEL.
2. ALL PARTS OF THE MAMIOLz FRAME AND covim ritcrpT
ZZ
MACHINED SURFACES SHALL BE COATED WITH ASPHALTUM
PAINT.
3. MANHOLE FRAME AND COVER WLALL RE TESTED FDA
$ft 0 ACCURACY OF FIT AND SHALL BE MARKED IN SETS
5" �ef*h, BEFORE DELIVERY. THE COVER SHALL FIT THE FRAME
SNUGLY AUT L'I%J JL TIGHTLY.
4. COVERS SHALL BEAR THE LETTER '11)" FOR STORM DRATIN
STRUCTURES.
S. WrIGHTS OF FRAME, COVER, AND PRESSURE PLATE SHALL
NOT VARY MORE THAN TWO PERCENT FROM THOSE GIVEN
/ ��HEREON.
bolt+ IV 6. WHERE A MANHOLE SHAFT IS REQUIRED IT SHALL BE A
Aon� STANDARD PRESSURE MANHOLE SHAFT PER STANDARD
19 DRAWING 2-D210.
elk THIS MANHOLE FRAME AND COVER MAI' BE USED FOR
I "-I -I SECTION OF MANHOU HYDROSTATIC HEADS UP TO 25 FEET ABOVE STEEL PLATE.
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ON —a p0A A
Md"ho/0 wel FRAME & COVER •
9,t IM wourof it SON POO—
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1 9 T r JN T A FRAME - Cow:R-SCYTTOM COVER -TOP PREMPE PLATE
N. 6 -AA ftight 195 L. bs. 0—w— L ke. ObVhl VLAS
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\OtI 441
PRESSU'RIt MANHOLE
k4
ILATE'RAL M RECORD DRAWING
E &COVER DETAI�FRAM
hl The kftnlaN In on this draWing is obtained from other's Md
to use nr
k IN must he verified in the field by anyone prior
N WO ru'llyn
ki Construction. HALL & FOREMAN, INC., is not responsible for -i"-ftme Aw N779.
undergmundfacilN. locations or depictions. All above ground
__4
h0ties can be readily seen and verified by the parI
k4ekitouse sarnes AS�BUILT
C ITY OF FO NTANA,,L
§ECTION A- CALIFORNIA
L
Q; RT T:�r)PUBLIC WORKS DEPARTMENT
SCALE
STORM DRAIN PLANS
DRAWN BY
AS
RAL M HO RIZ.: 1" 40
M1 LATE
NO26`DESIGNED
3170 REDHILL AVENUE COSTA MESA, CA92626-3428 (714) 641-8777 VERT.: I"s 4'
Exp,. 3-/3 E., CONSTITUTION WAY Ek
CIVIL ENGINEERING LAND PIANNING - LAND SURVEYING VN
CHECKED BY E. LINCOLN LOOP ROAD DATE:
CIV I u ADDED tMe"I DRAW/NG WIA16 JAIFaeHA T10A1
I I I -;x -% tic PREPARED UNDER THE SUPERVISION OF: JCH EAST VILLAGE
Chto-P _55"770N -^A601 S- M JOB NO.
f:�- � 5Z,0)r75 A37 -1I7 DR. NO. SHT NO.
ERGR&97 CITY C. APPROVED QQ
NO. REVISIONS E DATE JOHN Q. H0(`-f&ATE. 3810-20 ENGINEER R.C.E. 15j / 10OF 14
[4&OVAL1 R.C.E.R. C. E. 2 611 2 2 9 CIVIL EN 40961