HomeMy WebLinkAbout3200-2-1-4-1-I--t-I`I i
- I -- 1- -p- --1 - I
t MAIN LINE RCP OR
REINFORCED MONOLITHIC
ARCH, SEE NOTE 2
80 mm (31 MIN. !
(ROUND i
Asa I EDGE
o Zt Ica•) R ''
C' 11i i\
t LATERAL/
CONNECTOR PIPE
-G BARS
i ISM 0 150 mss
04 0 60) OC
-IOM 0 450 mm
(•3 OR M 0 189)
OC TIE BARS
-E AND F BARS
15M 0 75 mm
(05 0 30) OC.
SEE NOTE 6
m STA. POINT
Lr) y
I CONNECTOR PIPE TABLE OF
I I 80 mm SEE NOTE 3 VALUES FOR T
t (34 MIN.
STA. POINT B T
LATERAL
PLAN SEE NOTE 3 375 mm (150) 1 130 mm (59
450 mm IIB•) 130 mm (50)
523 mm (2101 130 mm (59
SPUR IOM 0 430 mm 600 mm (240) 140 mm (5 1/201
03 OR s4 0 180) 675 mm (27.1 140 mm (S 1/2)
OC TIE BAR 750 mm 1130.1 150 me (69
REINFORCING STEEL ! 6 BARS 15M 0 150 mm 825 mm (33.1 170 mm (6 1,029
1 04 0 60) OC 1_ 900 mm (369 170 mm (6 1/21)
8men n (30 141 /„ �-� 975 mm t3wil 18® mm (r)
e N
LINE --\130
YPRING /f 130 mm 150) m � TIE BARS
/� /! ROUND
1 I EDGES" Er LEV. R
E BARS 15M (*5)
ELEV. S / 0 80 mm (30) OC 6 BARS
~ ..� F BARS 15M 05) /
0 73 mm (30) OC
UNDISTURBED CONCRETE CRADLE.
EARTH H H 265-C-14 (430-C-2000).
SEE NOTE 9
SECTION Z -Z SECTION M -M
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
�„�,W.,
JUN STRICTURE - PAPE TO PIPE INLET
STANDARD PLAN
mETRIc
PMM WORKS
°REENBOLTTE
1984
e�
ID > mm (WI) OR ID > 112 N LIME ID
331-2
REV' ION
SHEET 1 OF 2
USE WITH STANDARD t7ECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
M
51101'
I I - -2 v 1 11 u-, I in: � ON I Iva
m
0
Illiamp
.141
E
t 4' ETI AL
7 8 9 10 10 11
NOTESG5 I+ �CN&
1. THIS JUNCTION STRUCTURE SHALL
BE USED WHEN THE OUTSIDE DIAMETER � P�
OF THE LATERAL IS GREATER THAN 1/2 THE INSIDE DIAMETER D OF THEMAIN LINE: �o �GReS rn \ i Mtkk O
THAN 600 mm (24 ). THE B SHALL INSIDE NOT EXCEED �.75 D OR 975 B OF THE LATERAL
A39 ). GREATER sT ���, kt ��p5• 40' 80' 120' 160'
2. IF THE MAIN LINE IS A REINFORCED MONOLITHIC ARCH STORM DRAIN. ti��s�osX eros�o 2" IT 4"
D SHALL REFER TO THE CLEAR SPAN OF THE ARCH. REINFORCING STEEL A'OF�s`��o '`�9s� �o /i/ / 13 T s ; „ ,
SHALL BE CUT AND BENT INTO THE JUNCTION STRUCTURE IN THE SAME s o / / c°► SCALE 1 =40
MANNER AS FOR A PIPE. A CONCRETE CRADLE IS NOT REQUIRED FOR A Ey��``//
REINFORCED MONOLITHIC ARCH. 14 4 L 9
3. STATIONS SHOWN ON THE PROJECT DRAWINGS FOR LATERALS APPLY AT THE VARIABLE S.D.tsrr,, 4 r N
INTERSECTION OF CENTER LINES OF MAIN LINE AND LATERAL. STATIONS EASEMENTOF FONTANA Cly / A `'� Quo �`�`' �' $w o �� A?' 2 pUE
SHOWN ON THE PROJECT DRAWINGS FOR CATCH BASIN COMMECTOR PIPES R CAL, c> 5
APPLY AT THE INTERSECTION OF THE INSIDE WALL OF THE MAIN LINE WITH °�^�°'�� 13+09.40; BCR ` �"(A
THE CONNECTOR PIPE CENTER LINE. // �`• 6 `� v O P3 tit ��
/ / QV 40.47 TC m OD W '1' c �N 4
IXIST. VARIABLE / �° . 39.97 FL � > •e•.e► � �•o -� \
4. VALUES FOR A. B. C AND D SHALL BE SHOWN ON THE PROJECT DRAWINGS. // / \ `� ^'` �� 15 �� 1 \
ELEVATION R AND ELEVATION S SHALL BE SHOWN ONLY WHEN REQUIRED PER CITY OF FONTANATO/// �9 I1 "\ '' x°�'�4 �t 6
NOTE 5. �` e \
'� 6�
5. a. ELEVATIONS R AND S NEED NOT BE SHOWN ON THE PROJECT DRAWINGS // ° ` \�% 4
IF THE INLET PIPE IS TO ENTER THE MAIN LINE RADIALLY.1 2 \� 2
b. ELEVATION R SHALL BE SHOWN ON THE PROJECT DRAWINGS ONLY IF A j
STUB IS TO BE PROVIDED IN THE MAIN LINE FOR FUTURE CONNECTION C \mss 2 `�, �s 4j� _ I t - JM y -'" 6 Ir�`s�oo
OF AN INLET PIPE. ` 44
c. ELEVATION S SHALL BE SHOWN ON THE PROJECT DRAWINGS IF AN INLET � ?9'QTo
PIPE IS TO ENTER THE MAIN LINE OTHER THAN ADIALLY. INLET PIPE?6. 1 1 F ` .- 5 5 3 ~f 1
SHALL BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO THE D 9, COURT J ,� 2 0 /
CATCH BASIN OR GRADE BREAK IN LINE. Q�� 6 _CARAWAY `t2 129 P
1 0 N " 3
6. THE INLET PIPE SHALL ENTER THE MAIN LINE RADIA�LY UNLESS OTHERWISE P0 \ h��°" /
1 a+�•86
AT
ivi
C-ARA�IAX-GT•-
STANDARD PLAN
3 - 2
SHEEE
T 2 of 2
JUNCTION STRUCTURE - PIPE TO PIPE INLETMETRIC
ID z 600 mm 24" OR > 112 AIN LIFE ID
CURVE TABLE
DIA
#
N
0
R
L
T
A
252°35'21'
63°52'09'
38,00'
167,52'
51.74'
B
46°02'35'
63028'36'
62,00'
49.82'
26,34'
C
31°17'26'
26°08'26'
62.00'
33.86'
17.36'
D
30005'22'
42°23'54'
268.00'
140,74'
72.03'
E
52°46'13'
250.00'
230,25'
124,02'
F
19°13'02'
232.00'
77.81'
39,28'
G
110°32'42'
35.00'
67.53'
50.49'
H
82°12'20'
35.00'
50,22'
30.54'
I
91°01'21'
35.00'
55.60'
35.63'
J
83030'20'
35.00'
51.01'
31.24'
K
11001'35'
800,00'
153.96'
77,22'
L
2°27'00'
780,00'
33,35'
16.68'
M
36°20133'
67.00'
42.50'
21,99'
424,
58'50'
38.00'
164,47'
56.36'
32.05'59'
67,00'
37.54'
19,28'
P
1 3°25'45'
820,00'
49.08'
24.55'
R
7°48'11'
980.00'
133.47'
66.84'
S
8°26'14'
1020.00'
150.20'
75.24'
T
11°31'48'
1000.00'
201,24'
100.96'
U
8°25'21'
1000.00'
147.00'
1 73.63'
RADIALLY IF ANGLEEA SIPE MAY GREATERNTER THANTHE 450, BIN LINE is LESS THEAN OR EQUAL TO CONSTRUCTION NOTES `�X"�o � 4 ~\4� " =12+44.35 vIUAGE DRIVE H I t 1 5�
600 mm (24) AND THE OUTSIDE DIAMETER OF THE INLET PIPE IS LESS THAN °` -40, 5 II�•7 \,o
.5 D: OTHERWISE, STANDARD PLAN 340 SHALL BE USED. 27_ 3 I �' 4
7. NO MORE THAN ONE OPENING SHALL BE MADE IN ANY ONE SECTION OF PIPE. O CONSTRUCT 4' A.C. OVER 12" COMPACTED (95%) NATIVE SOILS'PUF J
t ���No} '"r'� '`° A��' 4
8. THE OPENING FOR THE BREAKOUT SHALL BE RECTANGULAR AND CUT NORMAL 2 CONSTRUCT CONCRETE CURB AND GUTTER (6" C.F. PER CITY �/ ��w o nN
TO THE PIPE SURFACE WITHOUT DAMAGING THE REINFORCING STEEL. THE OF FONTANA STANDARD DETAIL 1003). l� � y ��� '� 11+93.79 6CR 'P
F "C0 DRa � 13 7 M 000 t 43.20 TC W (,•I
TRANSVERSE REINFORCEMENT OF THE MAIN LINE SHALL BE CUT AT THE 0 CONSTRUCT STANDARD CROSS GUTTER AND SPANDRELL PER CITY "' corn � � � 2 W
CENTER OF THE OPENING AND BENT INTO THE TOP AND BOTTOM SLABS OF OF FONTANA STANDARD DETAIL 104. MODIFIED TO 10' WIDE SAI'- $ %� 1 42.70 FL J �
THE SPUR. O4 CONSTRUCT f THICK CONCRETE SIDEWALK WIDTH AND SAWCUT 2' 1 6
LOCATION PER PLAN & PER CITY STD. 1015. LINE 11+93.79 ECR U O
9. THE MAIN LINE SHALL BE REINFORCED WITH A CONCRETE CRADLE AND C _ __- o, 5 �� O
ENCASEMENT (AS APPLICABLE). ,A CONCRETE ENCASEMENT IS REQUIRED IF A O CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA y ��ti 43.20 TC 5 20 i Q + a
STANDARD 1006. _ �� 42.70 FL +
JOINT IN THE MAIN LINE FALLS WITHIN THE LIMITS OF THE CRADLE. THE 6 INSTALL STREET LIGHT PER STREET LIGHT PLAN U e -
CONCRETE ENCASEMENT SHALL EXTEND 300 mm (12`) ABOVE THE TOP OF THE $EDIT - „11 1 �?
MAIN LINE AND TO THE LIMITS OF THE CRADLE. 7 CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STANDARD M 1 41 rn
IF CONNECTING TO AN EXISTING STORM DRAIN, PORTION OF CRADLE - 221 S. � E, °i 4 I I ' 4
102 W=16'. TO BE FIELD LOCATED
OPPOSITE INLET MAY BE OMITTED. 9 CONSTRUCT 24" RCP 2000-D 0!r t , CA 9,?466 IMPROVEMENT PER TR. 16110
10. REINFORCING STEEL SHALL CONFORM TO ASTM A 615M, GRADE 300. (ASTM A 615, 10 CONSTRUCT CATCH BASIN PER CITY STD DETAIL -121 ..
14 744.9703 DWG. NO. 2968 39.16'
GRADE 40). AND BE PLACED 40 mm G 1/2') CLEAR FROM CONCRETE SURFACES,F `� --- --
UNLESS OTHERWISE SHOWN F BARS SHALL BE CARRIED TO A POINT NOT LESS 11 CONSTRUCT JUNCTION STRUCTURE PER APWA STD -PLAN 331-2 I R
THAN J DISTANCE FROM CENTER LINE WITH J=7D/12 + 150 mm (60). 12 SAWCUT AND REMOVE EXIST. AC AND CURB& GUTTER BETWEEN BCR & ECR AS QT - 6 N
NEEDED TO CONSTRUCT NEW IMPROVEMENTS. SAWCUT LINE TO BE ON PROLONGATION OF
II. FLOOR OF THE SPUR SHALL BE STEEL -TROWELED TO THE SPRING LINE OF ---____'� _
THE SPUR. BCR/ECR ON WEST SIDE, AND 3' AWAY FROM EDGE OF GUTTER ON EAST SIDE. i ---
SEE IAP JOINT DETAIL ON SHEET 1. END SIDEWALK 6 `" i _ TR. BDY __
12. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT 13 CONSTRUCT 6" DRAIN LINE SDR -35._ ---•�.�--
EXACT EQUAL VALUES. IF METRIC VALUES ARE USED. ALL VALUES USED FOR 14 , N 1
CONSTRUCTION SHALL BE METRIC VALUES. EXCEPT REINFORCING BARS SIZES IN CONSTRUCT CATCH BASIN CONNECTION PER DETAIL SHEET 1 ,04
ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS n 4
ARE USED. ALL VALUES USED FOR .CONSTRUCTION SHALL BE ENGLISH UNITS.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
3 - 2
SHEEE
T 2 of 2
JUNCTION STRUCTURE - PIPE TO PIPE INLETMETRIC
ID z 600 mm 24" OR > 112 AIN LIFE ID
I EX. 12" SEWER
10+66.93 10+66.93
ETT�� ITTEEr'Z��` 44.79 TC 44.79 TC !Q o
44.29 FL 44.29 FL INLET PER ROUGH GRADING PLAN
221 S GLASSELL ST ORANGE, CA 92866 Ex SEWER PROP. WALKca
(714) 744-9700 FAX (714) 744-9312 PER TR. 16119
DRAIN LINE TABLE
NO
BEARING
DIST
DIA
V
N
4009'14'
W
33.75'
6'
W
N
63°52'09'
W
15.00'
6'
X
N
63028'36'
W
12,00'
6'
Y
N
26°08'26'
E
20,01'
6'
Z
N
42°23'54'
E
41,98'
6'
INLET PER ROUGH GRADING PLAN
15+33.41
15+39.43
V \ 39.86 TC
51.78' 39.36 FL
\ TR BDY.
15
'-51 E - -}- \ 15+59.49
39.96TC
VILLAGE_ DRIVE 39.46 FL
15+65.51
X 119.93'
EXISTING STREET LIGHT
WC INLET PER ROUGH GRADING PLAN
16110 " CLEANOUT PER ROUGH GRADING PLAN
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Pre ared Under The Su ervision Of CITY % FONTANA CALIF®RNIA
UNDERGROUND SERVICE ALERT BENCHMARK Q � p P 1
Q�pFESS/ON DENS THIELMANN
ORE yoG CALL TOLL FREE - COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ���5 cHi£��9y R.C.E. No. 25742 SOUTHRIDGE VILLAGE
Q o 1-800 SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, � `= EXP. DATE 12/31 /05 DRAWN BY: STREET IMPROVEMENT PLANS SCALE:
ci No. 25742 m S.Z. AS SHOWN
22 -2600 rn TRACT 16119
BENCHMARK: 918.40 DIAL TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TOP 12-31-05 DEIGNED er DATE:
TWO WORKING DAYS
BEFORE DAYS BEFORE *meq CiV14 ��P* JIT CARA /jY C , URT 7/17/02
.YOU DIG
BEFORE YOU DIG SPIKE ON POWER POLE #674320E AT INTERSECTION YOU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS AND TFC- CAL�F4�Q-64At"$_ Date :���'L CHECKED BY: APP D BY: DRAWING NO.: 2
JURUPA AVE AND MULBERRY AVE TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT I�� ORAWIIJ� STANDARDS IN EFFECT. ( 32010
3-91 t)T CI ENGINEER R.C.E. 51152 DATE: 2