HomeMy WebLinkAbout3803-26GENERAL NOTE
1. 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 METRICVALUES. IF
ENGLISH UNITS ARE USED, ALL -VALUES USED FOR CONSTRUCTION
SHALL BE ENGLISH UNITS.
NOTES
CASE ` I AND CASE 2
I. IF ANGLE A IS .LESS THAN 450 OR IF. D I.5 LARGER THAN 600 mm
(24"), THEN ANOTHER STANDARD STRUCTURE SHALL BE SPECIFIED.
2. THE OUTSIDE DIAMETER OF THE INLET PIPE SHALL NOT EXCEED
ONE-HALF THE INSIDE DIAMETER OF, THE MAIN LINE.'
3. THE INLET PIPE SHALL ENTER THE MAIN LINE RADIALLY. IF THE
INLET PIPE CANNOT ENTER RADIALLY, THEN ANOTHER STANDARD
STRUCTURE SHALL BE SPECIFIED.
4. THE SIZE OF THE OPENING INTO THE MAIN LINE SHALL BE THE
OUTSIDE DIAMETER OF THE INLET IPIPE PLUS 30 mm 0") MINIMUM
TO 75 mm (3") MAXIMUM.
5. ALL CONNECTOR PIPES FOR CASE'2 SHALL` BE ENCASED IN CONCRETE
IF LAID WITHIN THE MAIN LINE EXCAVATED TRENCH OR IF, LAID ON
FILL WHICH ` HAS NOT BEEN DENS I F IED.
6. BURN OR CHIP END OF CONNECTOR P IPE FLUSH WITH INNER SURFACE
OF MAIN LINE. ROUND EDGE OF CONCRETE PIPE OR RCP.
7. ALL CSP AND FIT TINGS SHALL BE GALVANIZED.
8. STATION SPECIFIED ON THE PROJECT DRAWINGS APPLIES AT THE
INTERSECTION OF THE INSIDE WALL OF MAIN LINE AND THE CENTER
LINE OF INLET PIPE.
9. CASE 2 SHALL NOT BE USED TO CONNECT TO THE FLOOR OF A
GRATING CATCH BASIN WHERE THE GRATE WILL BE SUBJECT TO
VEHICLE TRAFFIC.
10. FOR CASE 2, NOT MORE THAN 3..5 m.(12') OF INLET PIPE. SHALL BE
LOCATED WITHIN THE MAIN LINE EXCAVATED TRENCH.
CASE 3
II. CONNECTIONS TO PIPES 525 mm (21") OR LESS IN DIAMETER WITHOUT JUNCTION
STRUCTURES OR PRECAST Y BRANCHES SHALL BE MADE WITH SADDLES.
12. THE OUTSIDE DIAMETER OF THE INLET PIPE SHALL NOT EXCEED ONE-HALF
THE INSIDE DIAMETER OF THE MAIN LINE.
13. TRIM OR CUT SADDLE TO FIT SNUGLY OVER THE OUTSIDE OF THE MAIN LINE
$0 ITS AXIS WILL BE ON THE LINE AND GRADE OF THE CONNECTOR PIPE.
14. THE OPENING INTO THE PIPE SHALL BE CUT AND TRIMMED TO FIT THE
SADDLE SO THAT NO PART WILL PROJECT WITHIN THE BORE OF THE
SADDLE PIPE.
15. THE CONNECTOR PIPE SHALL BE SUPPORTED AS SHOWN IN CASES I AND 2.
AMERICAN PUBLIC WORKS ASSOCIATION.-. SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
332-1
SHEET 2 OF 2
JUNCTION STRUCTURE -= PIPE TO PIPEMETRIC
[I D. < 600 m M*. (?4111 it
BARBED WIRE - NOTE 4
OwCAP NOTE
45' ARM
75 ,..
�.....----i .......
......... .......
• - - • • - - - - - »•eee•+ee�+•+•••+
END POST--* I••e••••• I••e•••♦•
••••••+• •ee•ee••
• • • • • + • 1 •► • . e • • + +
CORNER► • . • + • • • • i • ♦ • e • •
POSTS USEDoe••VARE
•e••�e•e•••••♦GROUND
WHERE
�'FENCE -LINE
• TO
• ••• mm BOTTOM
rr
• •
i i
LINE -
POST
INTERMEDIATE / SLOPE POST
3 WIRES AT 125 mm (5" j OC i
H, m
F. mm
LINK FENCE AND GATES
750
OR LESS
(301t)
OVER 1.50
900
(5')
(36" 1
LINE
POSE
(� } POSTS `USED AT GR•AOE CHANGES > 5%
._.,, �1 3C.0 mm (12")
I N TERM ELI ATE SLOPE POST
FOR WALL THICKNESS LESS THAN 207 rnm
(8"), INSTALL FENCE OUTSIDE WALL
It
. aX • ....
...... .....
04
.•.•.•It
•
• • rI WA11§MEj An, PIN=a An
H;. MDtitixLL
FENCE -
U5E PIPE
RAIL
``NOTE 6
HEADWALL
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
, eY INC..CHAIN
PUQyC WORtCS STM)WtRQ6 INC
LINK FENCE AND GATES
STANDARDPIAN
GREENOWK COtAiWITTE.:
(M�ET'R1C
600
it#�1
REV, IM
SHEET 1 OF 3
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
C
BARBED
, • -
i i i � �►trr►•
CATE
♦eee.
END '• FABRIC
SAME AS FENCE
..
IC
t �
• • • • • • • • ♦ • + • + i
ram-
• .
- .•"�.`"� la. ` Vii.,•_• • •-+-'-•-� •-°-�-
�`• •+
,III •• Jill
••�••`• TENSION • ••`• • • • . + I S
STIFFE
900 r�
- • w
IN
••
POST 1 a • •
,1 DRIVE
00
ti
100 mm 0 10 mm (3/8")
PLATE
PIPE
POST 3 mm (1
GU SSE 1"
300 mm (12")
NON -SHRINK FOR LINE
GROUT POSTS,
ELSE $0 mm 100 mm
450 mm (18") (2"),� r A
I
NSION
BAR
?5 mm
125 rnm
i x 5 I
E w1RE
I `• j CHAIN AND LOCK I
54 mr*►
(2"fR CUT-OUT
L2'-5Tmm (1") GREATER Hanl PIPE OD
POST
I� p h #15M RE -BAR 3 mm
EMBEDMENT x 300 mem STI. PLATE
45 x 12}
PLUNGER CUP
ISOMETRIC
RIC
3
t
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PMN
METRIC
600-1
CHAIN LINK FENCE AND GATES
SHEET 2 OF 3
NOTES:
1. SECURE DRIVE -FIT GALVANIZED CAP TO POST WITH 6 mm (1/4") ROUND-
HEAD RIVET,
2. H DENOTES FABRIC WIDTH AND NOMINAL FENCE HEIGHT. H = 1,5 m
(5') UNLESS OTHERWISE NOTED.
3. IF FENCE WITH TOP RAIL IS SPECIFIED, DELETE STEEL TENSION WIRE AT
TOP, AND PIPE RAILS AT INTERMEDIATE, SLOPE, END AND CORNER POSTS,
EXTEND TENSION ROD TO TDP RAIL,
4. BARBED WERE SHALL BE USED ONLY WHEN SPECIFIED -
5. POST SPACING IS MAXIMUM 3.0 m (10').
6. FILL CLEAR OPENINGS GREATER THAN 75 mm (3') WITH FABRIC. FOR
OPENINGS LESS THAN 480 mm (18"), TIE FABRIC TO POSTS,
7. USE ONE PDS7 FOR COMBINED SLOPE AND CORNER POST IF TOP OF
CHANNEL WALL IS CONSTRUCTED AS SHOWN FOR "ALTERNATE"'.
8. STEEL SANDS AT TENSION BARS SHALL BE 3 mm X 25 mm (1/8" x
MINIMUM, SPACED AT MAXIMUM 400 mm (16'x).
9. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE
NOT EXACTLY EQUAL VALUES. IF METRIC UNITS ARE USED, ALL VALUE -S
USED FOR CONSTRUCTION SHALL BE METRIC VALUES, IF ENGLISH
UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL
BE ENGLISH VALUES, HOWEVER. ASTM 615 REINFORCING STEEL MAY BE
SUBSTITUTED FOR ASTM 615M STEEL.
I
Q�pFESS/py
BASIS OF BEARINGS LEGAL DESCRIPTION OWNER/DEVELOPER SOIL ENGINEER W �o m
THE BASIS OF BEARING IS BASED ON THE WESTERLY BEING A SUBDIVISION OFA d 416
LINE OF THE NORTHEAST QUARTER OF SECTION 23 CENTEX HOMES ALBUS-KEEFE AND ASSOC. INC.
TOWNSHIP 1 NORTH, RANGE 6 WEST, S.B.M. AS SHOWN PORTION OF THE SOUTHEAST 1/4 1265 CORONA POINTE COURT 1011 N. ARMANDO STREET
OF SECTION 14, TOWNSHIP 1 NORTH, ,
ON 19NAL TRACT MAP NO. 13750, FILED IN BOOK 2501 CORONA, CA 92879 ANAHEIM, CA 92806 Jj+ CI)A11.
AT PAGES 48 THROUGH 66, INCLUSIVE, IN THE OFFICE RANGE 6 WEST, SAN BERNARDINO PH: (951) 279-3000 PH: (714) 630-1626 q�' OF CA1.�F0�
OF THE COUNTY RECORDER OF SAN BERNARDINO MERIDIAN, COUNTY OF SAN FAX: (951) 279-2100 FAX: (714) 630-1916
COUNTY, BEING NORTH 001'30'24' WEST. BERNARDINO.
BENCH MARK: Q REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SEAL -ENGINEER CITY OF FONTANA, CALIFORNIA
DESCRIBED BY METROPOLITAN WATER DISTRICT SO.
Q�OFESSIONq�
CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COYOTE CANYON
INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE o COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL y"
SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 W ARIc M. TORREYSO E N �1 I N E E R I N CII DRAWN BY: STANDARD PLAN SCALE:
FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, No. ssosa 937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324 O.S. AS SHOWN
DETAILS
FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH DIAL TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO os -3o -os PH. (909) 783-0101 FAX (909) 783-0108 DESIGNED BY: _ DATE:
ON THE NORTHWEST CORNER OF A 10 FOOT WIDE BEFORE DAYS BEFORE BRING THEM INTO CONFORMANCE WITH CONDITIONS AND E"p• A.T �' ,; AUGUST 2005
You DIG YOU DIG STANDARDS I N EFFECT. ` �lF CIV I�- OJ�PREPARED BY: ARIC TORREYSON R.C.E. NO. 66068 CHECKED BY. P OVED B
CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD OF CA�-�F EXP. AT 06-30 DRAWING NO.: 26
MWDSC 3 INCH BRASS DISK STAMPED "33A 1992". TOLL FREE 1-800-227-2600 C.V.A. - ZS!-
NAVD 88 - 1508.56 FEET A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT rz�corzd �� �iN� 0/ Ou u DATE.. /.,v 3803 28
ie;p / CITY ENG EER R.C.E. 51152 DATE: