HomeMy WebLinkAbout4189-3it MAIN UNE RCP OR
REINFORCED MONOLITHIC
ARCH, SEE NOTE 2
80 mm (3") MIN
'I O I
`'9 1-I/
STANDARD METRIC"'"
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INLET ID D 600 mm (241 OR OD > 1/1 MAIN UNE ID
I
331-2
rtev Tatra, 1999
600 mm 24"
SHEET 1 OF
USE WITH STANDARD SPECIFICATIONS FOR F8LlC WOR S CONSTRUCTION
SHEET 1 OF 2
CTOR/PIPE
TO 1425 mm
57"
4
1500 mm 6.0") TO 1800 mm
(72")
5
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G BARS
3M A 150 mm
Q m
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( EDGE
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E AND F BARS
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6M 0 75 mm
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'SEE NOTE 8
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;
STATION POINT
TABLE OF
Ln CONNECTOR PIPE
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80 mm SEE NOTE 3
VALUES FOR T
Imo)
STATION POINT
B T
LATERAL
SEE NOTE 3
300 mm (12') 130 mm 5")
PLAN
375 mm (15') 130 mm (5')
450 mm (18') 130 mm (5")
525 mm (21") 130 mm (5"
SPUR
#10M 0 450 mm
800 mm (241 140 mm (5 1/2
VOR ® 18")
675 mm (27") 140 mm (5 1/2
B
QC TIE AR
750 mm (30") 150 mm 6')
REINFORCING STEEL
G BARS3M 0 150 mm
(#4 ®6'� OC 1-'
825 mm (33) 170- mm B 1/2
900 mm (36") 170 mm (6 1 Z
80 mm (31
MI
��`
975 mm 39" 180 mm 7'
SPRANG
/��
/ ROUND
1
E N 130 mm 5'
r o4
E TIE BARS
!
I I EDGES
- EL R
6(3")
• \ ELI
S ! 0 80
MTnRS
G BARS
F BARS #16M (#5)
\ I
75 mm (3") C
UNDISTURBED
EARTH
H
H
CONCRETE CRADLE,
265-C-14 (450-C-2000),
SEE NOTE 9
SECTION Z—Z SECTION M—M
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
PROAtUBY TME
JUNCTION STRUCTURE—PIPE TO PIPE
STANDARD METRIC"'"
PUBLIC MUMRKUM S STAMINC.
'°lom `°"
INLET ID D 600 mm (241 OR OD > 1/1 MAIN UNE ID
I
331-2
rtev Tatra, 1999
600 mm 24"
SHEET 1 OF
USE WITH STANDARD SPECIFICATIONS FOR F8LlC WOR S CONSTRUCTION
NOTES
1. THIS JUNCTION STRUCTURE SHALL BE USED WHEN THE OUTSIDE DIAMETER
OF THE LATERAL IS GREATER THAN 1/2 THE INSIDE DIAMETER D OF THE
MAIN LINE; OR WHEN THE INSIDE DIAMETER B OF THE LATERAL IS GREATER
THAN 600 mm (24"). B SHALL NOT EXCEED 0.75 D OR 975 mm (39").
2. IF THE MAIN LINE IS A REINFORCED MONOLITHIC ARCH STORM DRAIN,
D SHALL REFER TO THE CLEAR SPAN OF THE ARCH. REINFORCING STEEL
SHALL BE CUT AND BENT INTO THE JUNCTION STRUCTURE IN THE SAME
MANNER AS FOR A PIPE. A CONCRETE CRADLE IS NOT REQUIRED FOR A
REINFORCED MONOLITHIC ARCH.
3. STATIONS SHOWN ON THE PLANS FOR LATERALS APPLY AT THE
INTERSECTION OF CENTERLINES OF MAIN LINE AND LATERAL. STATIONS
SHOWN ON THE PLANS FOR CATCH BASIN CONNECTOR PIPES
APPLY AT THE INTERSECTION OF THE INSIDE WALL OF THE MAIN LINE WITH
THE CONNECTOR PIPE CENTERLINE.
4. VALUES FOR A. B, C AND D SHALL BE SHOWN ON THE PLANS.
ELEVATION R AND ELEVATION S SHALL BE SHOWN ONLY WHEN REQUIRED PER
NOTE 5,
5. a. ELEVATIONS R AND S NEED NOT BE SHOWN ON THE PLANS
IF THE INLET PIPE IS TO ENTER THE MAIN LINE RADIALLY.
b. ELEVATION R SHALL BE SHOWN ON THE PLANS ONLY IF A
STUB IS TO BE PROVIDED IN THE MAIN LINE FOR FUTURE CONNECTION
OF AN INLET PIPE.
c. ELEVATION S SHALL BE SHOWN ON THE PLANS IF AN INLET
PIPE IS TO ENTER THE MAIN LINE OTHER THAN RADIALLY. INLET PIPE
SHALL BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO THE
CATCH BASIN OR GRADE BREAK IN LINE.
6. THE INLET PIPE SHALL ENTER THE MAIN LINE RADIALLY UNLESS OTHERWISE
INDICATED. THE INLET PIPE MAY ENTER THE MAIN LINE OTHER THAN
RADIALLY IF ANGLE A IS GREATER THAN 45', B IS LESS THAN OR EQUAL TO
600. mm (24") AND THE OUTSIDE DIAMETER OF THE INLET PIPE IS LESS THAN
0.5 D: OTHERWISE, SPPWC 340 SHALL BE USED.
7. NO MORE THAN ONE OPENING SHALL BE MADE IN ANY ONE SECTION OF PIPE.
8. THE OPENING FOR THE BREAKOUT SHALL BE RECTANGULAR AND CUT NORMAL
TO THE PIPE SURFACE WITHOUT DAMAGING THE REINFORCING STEEL. THE
TRANSVERSE REINFORCEMENT OF THE MAIN LINE SHALL BE CUT AT THE
CENTER OF THE OPENING AND BENT INTO THE TOP AND BOTTOM SLABS OF
THE SPUR.
9. THE MAIN LINE SHALL BE REINFORCED WITH A CONCRETE CRADLE AND
ENCASEMENT (AS APPLICABLE). A CONCRETE ENCASEMENT IS REQUIRED IF A
JOINT IN THE MAIN LINE FALLS WITHIN THE LIMITS OF THE CRADLE. THE
CONCRETE ENCASEMENT SHALL EXTEND 300 mm (12") ABOVE THE TOP OF THE
MAIN LINE AND TO THE LIMITS OF THE CRADLE.
IF CONNECTING TO AN EXISTING STORM DRAIN, PORTION OF CRADLE
OPPOSITE INLET MAY BE OMITTED.
•10. REINFORCING STEEL SHALL CONFORM TO ASTM A 615M, GRADE 300, (ASTM A 615,
GRADE 40), AND BE PLACED 40 mm (1 1/2") CLEAR FROM CONCRETE SURFACES,
UNLESS OTHERWISE SHOWN F BARS SHALL BE CARRIED TO A POINT NOT LESS
THAN J DISTANCE FROM CENTER LINE WITH J=7D/12 + 150 mm (6").
11. FLOOR OF THE SPUR SHALL BE STEEL—TROWELED TO THE SPRING LINE OF
THE SPUR.
STANDARD
PLANS FOR
PUBLIC WORKS CONSTRUCTION
-SIA METRIC IAN_
METRIC
STANDARD PLAN
METRIC
331-2
SH F 2 '111
JUNCTION „ _
IN TIDD600m 2 OR 2 D>1IN UNE
ID
yI DOWEL (TYP)
PLAN
13M O 300 mm 4 O 12" FACE PLATE -
ACH WAY ( ) ASSEMBLY
5 mm (1/4") R STREET. GUTTER,
-� \OR LOCAL DEPRESSION
M■
CONNECTOR PIPE
OR MONOLITHIC
CATCH BASIN
CONNECTION
SECTION A— A
DOWEL DETAIL
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
ED -BY -THE
-- - -- --- ----------- -----
-SIA METRIC IAN_
METRIC
PUBLM0AUKS INC.
GRmmooK coWarrEE
CURB OPENING CATCH BASIN
I
300_2
1984
600 mm 24"
SH 1 OF 2
REV. 1902, 1006
SHEET 1 OF 2
USE NTH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
NOTES:
1. WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED
SIDEWALK OR IS CONTIGUOUS TO SUCH SIDEWALK, THE TOP SLAB OF THE BASIN MAY BE
POURED EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY, USING -THE SAME CLASS
OF CONCRETE AS IN THE BASIN. WHEN POURED MONOLITHICALLY, THE SIDEWALK SHALL BE
PROVIDED WITH A WEAKENED PLANE OR A 25 mm (1") DEEP SAWCUT CONTINUOUSLY AROUND
THE-1=XTERNAL--PERIMETER--OF-THE- CATCH--aASIN--WALL-S--INCL-UDING•-ACROSS—THE--FUL-L--WID-TH
OF THE SIDEWALK, SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE, GRADE.
COLOR, FINISH, AND SCORING TO EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE
BASIN.
2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS, AND SHALL NOT BE
SHAPED BY PLASTERING.
3. FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL
AND LATERAL SLOPE OF 1:12 MINIMUM AND 1:3 MAXIMUM, EXCEPT WHERE THE GUTTER GRADE
EXCEEDS 8%, IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE
THE SAME AS THE GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET.
4. DIMENSIONS:
B = 970 mm (3'-2")
V = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF
THE CATCH BASIN AT THE OUTLET = 1.35 m (4.5').
VU= THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT AT
THE UPSTREAM END OF THE BASIN, AND SHALL BE DETERMINED BY THE REQUIREMENTS
OF NOTE 3, -BUT SHALL NOT BE LESS THAN CURB FACE PLUS 300 mm (12").
VI = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF
THE INLET, NOTED ON THE PLANS.
H = NOTED ON THE PLANS.
W = NOTED ON THE PLANS.
A = THE ANGLE, IN DEGREES, INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE
AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED.
5. PLACE CONNECTOR PIPES AS INDICATED ON THE PLANS. UNLESS OTHERWISE SPECIFIED,
THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN..
WHERE THE CONNECTOR PIPE IS SHOWN AT A CORNER, THE CENTERLINE OF THE PIPE SHALL
INTERSECT THE INSIDE CORNER OF THE BASIN. THE PIPE MAY BE CUT AND TRIMMED AT A
SKEW NECESSARY TO INSURE MINIMUM 80 mm (3") PIPE EMBEDMENT, ALL AROUND, WITHIN
THE CATCH BASIN WALL. AND 75 mm (3") RAD IlU1S OF ROUNDING OF STRUCTURE CONCRETE,
ALL AROUND, ADJACENT TO PIPE ENDS. A MONOLITHIC CATCH BASIN CONNECTION SHALL BE
USED TO JOIN THE CONNECTOR PIPE TO THE CATCH BASIN WHENEVER ANGLE "A" IS LESS THAN
70' OR GREATER THAN 110', OR WHENEVER THE CONNECTOR PIPE IS LOCATED
IN A CORNER. THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE
IS PERMITTED. MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID
CUTTING STANDARD LENGTHS OF PIPE.
6. STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS,
THEY SHALL BE LOCATED AT THE CENTERLINE OF THE DOWNSTREAM END WALL. STEPS SHALL
BE SPACED 300 mm (12") APART. THE TOP STEP SHALL BE 175 mm (7" BELOW THE TOP OF THE
MANHOLE AND PROJECT 65 mm (2-1/2"). ALL OTHER STEPS SHALL PROJECT 130 mm (5").
7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m (7') ON CENTER (MAXIMUM) ALONG THE
BACKWALL.
S. THE FOLLOWING SPPWC ARE INCORPORATED HEREIN:
308 MONOLITHIC CATCH- BASIN CONNECTION -
309 CATCH BASIN REINFORCEMENT
310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR
312 CATCH BASIN MANHOLE FRAME AND COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
---------S-T-ANDARO--PIANS-FOR-PUBL--Ie-WORKS-CONSTRi e -TION-- ----
STANDARD PLAN
�'v1ETF2TC --
300-2
CONCRETE COLLAR FOR RCP
CURB OPENING CATCH BASIN
Pueuc WORKS STANDARDS Inc.
" 'B° Ion° "'
00 mm 12" THROUGH 1800 mm 72"
SHEET 2 OF 2
AAAAIAAAIAAG�A�LE�T
TOLL FREE 'NEME"1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
#13M ® 300 mm (#4 0 12")
L
L/2 (TYP)
I
I
I
C14 I I
NEW OR _ 0 L.
EXST PIPE
FLOW
I
I
330-C-23 (560-C--3250) CONCRETE
- 25 mm (1") (TYP)
f_1 ,7
13M 0 300 m
#4 0 12")
SEL.Ui'ZkA 9) CIRCULAR TIES,
150 mm
6" MIN
CUT
NO. 2 CUT NO. 1
UNE 4�
CU
90' NOT 2
------- --- UNE
150 mm CUT W
6" MIN
3.14 (D 0-� j
DETAIL t' A" (SEE NOTE 10)
SONO -TUBE, OR EQUAL, INTERIOR FORM
CUT NO. 1: SAW THE TUBE AT AN ANGLE OF A/2 WITH THE
TRANSVERSE PLANE, REVERSE ONE SECTION AND TAPE BOTH
SECTIONS TOGETHER FORMING THE DEFLECTION ANGLE A.
CUT NO. 2: SAW THE TUBE LONGITUDINALLY REMOVING A STRIP
3.14 (DO -D ) WIDE ON THE SIDE OPPOSITE THE OPEN JOINT.
BEND THE ENDS OF THE CUT TOGETHER AND INSERT THE
TUBE IN THE PIPE.
D L T
300 mm (12") 300 mm (120) 100 mm (4")
450 mm (18") 300 mm (12") 125 mm (5")
600 mm (24") 300 mm (12") 150 mm (6")
750 mm (30") 450 mm (18") 175 mm (7')
900 mm (36" 450 mm (18") 225 mm (9")
1050 mm (42" 450 mm (18") 225 mm (9")
1200 mm (48" 1450 mm (18") 250 mm (10".
1425 mm (57" 450 mm (18") 250 mm (10"
1500 mm (60" 525 mm (21") 275 mm (11")
1650 mm (66") 525 mm (21") 275 mm (11")
1800 mm (72-1600 mm (24" 300 mm (12"
A.
A' • .e a
�- INTERIOR SURFACE
OF PIPE
DETAIL $$ B"
TYPICAL JOINT FOR
REINFORCED CONCRETE PIPE
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
PROMULGATED BY ,,,E
CONCRETE COLLAR FOR RCP
STANDA�RDiCPLAN
Pueuc WORKS STANDARDS Inc.
" 'B° Ion° "'
00 mm 12" THROUGH 1800 mm 72"
380-3
REV. 1806, 1807, 1889
600 mm 24"
SH 1 OF 2
TH STANDARD CIFICATI OPUBLIC-WORKSNS4 IC ON
NOTES
1. A CONCRETE COLLAR IS REQUIRED WHERE THE CHANGE IN GRADE
EXCEEDS 10%.
2. FOR CURVE JOINTS (SEE DETAIL B, SHEET 1)
IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE
THAT IS GREATER THAN 25 mm (1"), BUT IS LESS THAN 75 mm (3")
A CONCRETE COVER IS REQUIRED IN ACCORDANCE WITH
SSPWC 306-1.2.4.
IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE
THAT IS EQUAL TO OR GREATER THAN 75 mm (3"), BUT LESS THAN
150 mm. (6"), A CONCRETE COLLAR IS REQUIRED. IF THE CLEAR
SPACE .IS 150 mm (6") OR GREATER, A TRANSITION STRUCTURE
IS REQUIRED.
3. CONCRETE COLLAR SHALL NOT BE USED FOR A SIZE CHANGE ON
THE MAIN LINE.
4. CONNECTOR PIPES
A. WHERE PIPES OF DIFFERENT. -DIAMETERS ARE JOINED WITH .A
CONCRETE COLLAR, L AND T SHALL BE THOSE OF THE LARGER
PIPE.- D=D1 OR D2, WHICHEVER IS' GREATER.
B. WHEN D1 IS EQUAL TO OR LESS THAN D2, JOIN INVERTS AND
WHEN D1 IS GREATER THAN D2, JOIN SOFFITS.
5. FOR PIPE LARGER THAN 1800 mm (72") SPECIAL COLLAR DETAILS
ARE REQUIRED.
6. FOR PIPE SIZE NOT LISTED USE .NEXT SIZE LARGER.
7. REINFORCEMENT SHALL CONFORM TO ASTM A 615 M (A 615) GRADE
300 (40). -
8. WHERE REINFORCING IS REQUIRED THE DIAMETER OF THE CIRCULAR
TIES SHALL BE D+(2X WALL THICKNESS) + T.
9. REINFORCING SHALL BE USED WHERE THE PIPE DIAMETER IS
GREATER THAN 525 mm (21 ") AND ON ALL PIPES WHERE THE SPACES
BETWEEN THE EXTREME OUTER ENDS IS 75 mm (3") OR LARGER.
CIRCULAR TIES:
PIPE
DIAMETERNO.,,OF
CIRCULAR TIES
525 mm
(21")_O R LESS
3
600 mm 24"
TO 750 mm
(30")
3
825 mm 33"
TO 1425 mm
57"
4
1500 mm 6.0") TO 1800 mm
(72")
5
WHERE THE SPACE BETWEEN PIPE ENDS EXCEEDS 75 mm (3"), THE
NUMBER OF CIRCULAR TIES SHALL BE INCREASED TO MAINTAIN AN
APPROXIMATE SPACING OF 150 mm (6") O.C.
10. WHERE -THE PIPE IS 525 mm (21") OR LESS IN DIAMETER AN INTERIOR
FORM OF UNSEALED SONO—TUBE OR EQUAL SHALL BE USED TO
PROVIDE A SMOOTH INTERIOR LEFT IN PLACE (SEE)JOINT. THE PAPER FORM MAY BE ))
OR LARGER A REMOVABLEI INTERIOR FORM SHALL ISEN THE PIPE mm00
OR(24THEE
INTERIOR JOINT SHALL BE COMPLETELY FILLED WITH MORTAR AND
NEATLY POINTED.
STANDA{�Q`PLAN
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION METRIC
CONRQL UOLLAR FOR RG. 380-- 3=
300 mrn - F 12 THROUGH 1800 mril 72 SHEET 2 OF 2
1
I" ± Cement grout
t d f
�• PIPE
k laid lengthwise
and mortared
nside edge of R.C.P. groove
capping a en o Alpe SECTION or end of pipe ( if broken)
I - Cement grout capping
Brick mortar closure.
-ELEVATION
PIPE CLOSURE - TYPE "W
(Brick and Mortar)
NOTE
• I. Type "8" closure for "D" not larger than SAN BERN�ARDINO COUHI
FLOOD CONTROL DISTRIC
36" unless approved or specified by the
REVISIONS DWN, BY D
Engineer.D71
2.See specifications for additional information. C. L. 5-9-
FILE NO. -
S. P 17sA
C
w
OFESS/
QR o,
o
CID
•� ExP.�'�I¢i� ,� W
CIvilL
�OFCAL&%F� C)
1` ,oil &-7
RECui-iuLjhAW11A%1y9eo
BENCH MARK.•#S.B. CO. SPSN-00534 BASIS OF BEARINGS: THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
THE BASS OF BEARINGS FOR THIS MAP /S THE PART, ON THE BASIS OF INF .��+►,n� :SON COMPILED AND
NEAR N/W CORNER HIGHLAND & SAN SEVAINE NORTH UNE OF THE NORTHEAST QUARTER OF FURNISHED BY OTHERS. THF �! NGINEER WILL NOT BE
AVE&, 343 FT. N OF HIGHLAND, 0.2 Ml. W OF SECTION 35, 7OWNSHIP 1 NORTH, RANGE 6 WEST, RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
SAN SEYAINE; IN S CONC. BASE OF S:C.E TOWER 541V BERAG4RD/NO MERIDIAN, SHOWN AS 7V 8.9' 39' HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
195, 2.65 MI. W ALONG HIGHLAND AVE FROM 56" W ON TRACT MAP No. 16078, FILED IN BOOK A RESULT THEREOF.
SIERRA AVE 281, PAGES 69 THROUGH 72, INCLUSIVE; of MAPS, O
ELEVATION. �1, 428.6090428.6090 RECORDS OF SAN BERNARD/NO COUNTY.
Prepared Under The Supervision Of : C/ T Y OF FON TA NA, CAL /FO RN/A
SHOULD CONS TRUC T/ON OF THE REQUIRED IMPROVEMENTS P P
PRS F STORM DRAIN IMPROVEMENT PLAN
NOT COMMENCE WITH/N TWO YEARS OF THE DATE OF ��� �,�. �' l wq �
a� tit MA D O L E 1455 AUTO CENTER DRIVE N
_ SUITE 200 DRAWN BY SAN SEVA/NE ROAD SCALE.-
APPROVAL SHOWN HEREON AND CARR/ED FORTH /N Am
wo- NO. 36637 CONTARIO, CA 91761 DM AS SHOWN
EXP: 06-30-08 909.937.9151 DET HEFT
D/L/GENT MANNER, THE CITY ENG/NEER MAY REQUIRE > Engineering Communities for Life www.madoleinc.com DESIGNED BY DATE.-
s�q c ! V \ ���- (' EF TRA O. 824 JUNE, 2006
REVISIONS TO THE PLANS TO BR/NG THEM INTO TF o� ,/ CHECKED -Y AP vE BY
ItQo to .� 5 01 DRAWING N0. 3 7
CFCAL\F �'
CONFORMANCE WITH CONDITIONS AND STANDARDS /N EFFECT. RCE 36637 EXP. 6- - 8 wu .� 4189 3
WENDEL L L. I WA TSURU C ENGINEER R. C. E. 51152 DATE
JA142-1990\stOrm\SD03.dwa. 3/15/20071:07:37 PM. Dawn
"A
M
1 -0 APA."
RM
1
I" ± Cement grout
t d f
�• PIPE
k laid lengthwise
and mortared
nside edge of R.C.P. groove
capping a en o Alpe SECTION or end of pipe ( if broken)
I - Cement grout capping
Brick mortar closure.
-ELEVATION
PIPE CLOSURE - TYPE "W
(Brick and Mortar)
NOTE
• I. Type "8" closure for "D" not larger than SAN BERN�ARDINO COUHI
FLOOD CONTROL DISTRIC
36" unless approved or specified by the
REVISIONS DWN, BY D
Engineer.D71
2.See specifications for additional information. C. L. 5-9-
FILE NO. -
S. P 17sA
C
w
OFESS/
QR o,
o
CID
•� ExP.�'�I¢i� ,� W
CIvilL
�OFCAL&%F� C)
1` ,oil &-7
RECui-iuLjhAW11A%1y9eo
BENCH MARK.•#S.B. CO. SPSN-00534 BASIS OF BEARINGS: THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
THE BASS OF BEARINGS FOR THIS MAP /S THE PART, ON THE BASIS OF INF .��+►,n� :SON COMPILED AND
NEAR N/W CORNER HIGHLAND & SAN SEVAINE NORTH UNE OF THE NORTHEAST QUARTER OF FURNISHED BY OTHERS. THF �! NGINEER WILL NOT BE
AVE&, 343 FT. N OF HIGHLAND, 0.2 Ml. W OF SECTION 35, 7OWNSHIP 1 NORTH, RANGE 6 WEST, RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
SAN SEYAINE; IN S CONC. BASE OF S:C.E TOWER 541V BERAG4RD/NO MERIDIAN, SHOWN AS 7V 8.9' 39' HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
195, 2.65 MI. W ALONG HIGHLAND AVE FROM 56" W ON TRACT MAP No. 16078, FILED IN BOOK A RESULT THEREOF.
SIERRA AVE 281, PAGES 69 THROUGH 72, INCLUSIVE; of MAPS, O
ELEVATION. �1, 428.6090428.6090 RECORDS OF SAN BERNARD/NO COUNTY.
Prepared Under The Supervision Of : C/ T Y OF FON TA NA, CAL /FO RN/A
SHOULD CONS TRUC T/ON OF THE REQUIRED IMPROVEMENTS P P
PRS F STORM DRAIN IMPROVEMENT PLAN
NOT COMMENCE WITH/N TWO YEARS OF THE DATE OF ��� �,�. �' l wq �
a� tit MA D O L E 1455 AUTO CENTER DRIVE N
_ SUITE 200 DRAWN BY SAN SEVA/NE ROAD SCALE.-
APPROVAL SHOWN HEREON AND CARR/ED FORTH /N Am
wo- NO. 36637 CONTARIO, CA 91761 DM AS SHOWN
EXP: 06-30-08 909.937.9151 DET HEFT
D/L/GENT MANNER, THE CITY ENG/NEER MAY REQUIRE > Engineering Communities for Life www.madoleinc.com DESIGNED BY DATE.-
s�q c ! V \ ���- (' EF TRA O. 824 JUNE, 2006
REVISIONS TO THE PLANS TO BR/NG THEM INTO TF o� ,/ CHECKED -Y AP vE BY
ItQo to .� 5 01 DRAWING N0. 3 7
CFCAL\F �'
CONFORMANCE WITH CONDITIONS AND STANDARDS /N EFFECT. RCE 36637 EXP. 6- - 8 wu .� 4189 3
WENDEL L L. I WA TSURU C ENGINEER R. C. E. 51152 DATE
JA142-1990\stOrm\SD03.dwa. 3/15/20071:07:37 PM. Dawn