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26+00 2'7+00 28+00 2J+00 30+002 W %`; °� �" o ~� �°° �b
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1. WHERE THE BASIN IS JO BE CONSTRUCTED WITHIN THE' -OMITS OF EXISTING OR PROPOSED ��°o�`\
C6W7RW1MV W&55- SIDEWALK OR IS CONTIGUOUS TO SUCH SIDEWALK. THE TOP SLAB OF THE BASIN MAY. 8E ��° �y �� �Q 7l.IH NGC
F �� 1562.96RIh1 CASE
_ POURED EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY, USING THE SAME CLASS �� \ t 1561.50 SEE LEFT
\U��TO RASE EXIST N� - I N� L'E OF CONCRETE AS IN THE BASIN. WHEN POURED MONOLITHICALLY THE SIDEWALK -SHALL BE N J - -
PROVIDED WITH A WEAKENED PLANE OR A '25 mm (1 ") DEEP SAWCUT 'CONTINUOUSLY AROUND. \��
THE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS INCLUDING ACROSS THE FULL WIDTH o (A TW��m 45
n
OF THE SIDEWALK. SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE, GRADE. ]",L,
N 38'51'50" E
- " y COLOR, FINISH, AND SCORING TO EXISTING •OR PROPOSED CURB AND WALK ADJACENT TO• THE I I0 w o r- 69.63'REMOV AND" - TE EXi 1 E T. LINE A SD PEReaslN. NP, U-) z_ 06 >S=0.0040 49 /�
/ ? CITY D G. N0. 3066 I�I , h��° + N Z
6 PRO -J I �) ."' L' / X555 / y�/ �p rJ� 2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS, AND SH .NOT 8E Q Q���. I rn o / _LATERAL
- / moo SHAPED BY PLASTERING. °e, III r 47
IN L�1 -E ED T-9- M C -H S 1. Gr-PAVEIAPT-A D GIVEN A STEEL TROWEL FINISH FLOOR .OF MANHOLE - CHAMBER o� ►n Q O f -C S B�
�1a � _ g �� ,�� X � �� 3. FLOOR OF BASIN SHALL BE ,LO
TH SI IO �5� / � _ 2 SHALL HAVE A LONGITUDINAL AND LATERAL SLOPE OF 1:12 MINIMUM AND 1:3 MAXIMUM' SLOPE III �+ 51 N 50 SEE LEFT
Gq
�' pvy FLOOR FROM ALL. 0lRECTIONS TO THE OUTLET. W I rte/ IA / N 23'12'44" E
/ C� O O 4. CATCH BASIN SHALL BE CASE A UNLESS OTHERWISE SPECIFIED. 10 - >
r
a ' s 2 IZ S=0.3459 � d /V - 5
. 1562.11 R 1 III
C+)
/ DIMENSIONS: �1ssa.an VN rN N 23'13'_44"
1561.66 15 i1 56) 16.2 0, 9 / 47 IV 6 1 •�„ �4
U 2 j 3 w 2 m {7') 1 v¢~i4 JOL
B - 500 mm (20") I III ,s,° J = .0020 49 .49
N CASE N".1 S6 ®r - / PROP.
o Y = 600 mm (24) o s s m - S=0.1099
_� /°°' V = THE DIFFERENCE IN ELEVATION BETWEEN - THE TOP OF THE CURB AND THE INVERT OF r
THE CATCH BASIN AT THE OUTLET. = 3.5 m (4:5'). STA. 33 43.13 SIERRA AVE. III�b
Vi= THE DIFFERENCE IN ELEVATION BETWEEN -THE TOP OF THE CURB AND THE INVERT OF 41
6 M / - p5 �/ o �� I STA. 10 00.00 UNE -B SD I �I
"(� u RF SI ®TDF LA \tea
Q - 3 • � p, THE INLET, NOTED ON THE PLANS. - " 1ss1.2 -' � i� �'� o _
>- L- - 1� 3� o 1554. 6 INV 54 SDTRW
n T _ 4 / 29 / / 2 v6. H = NOTED ON THE PLANS. ( ) 15611 �S S NC \� ss �s 40 w
19 , 20 / o o PER CITY DWG. 0. 3066 N
-� x ,l A = THE ANGLE, IN DEGREES, INTERCEPTED BY THE 'CENTERLINE OF THE CONNECTOR PIPE 7.A 1: I�HT/' �S 2 J > U U o z o a: C5 w
i V 2 a/ A/ o > 49 w ^ O v1 c 11n
• �' - s A� AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED... „ „ ,;i ,D) ,sse o0o c� N z ,� z m 49 H O U .- z_
o C� N z - �- O N > Q M m a_ �
O AA 2 s LINE"B PB R �� P O th m� J
156. FS ,c. lo
w + Q + O N Z + J � �
S 2 6. PLACE CONNECTOR PIPES AS INDICATED ON THE PLANS. UNLESS OTHERWISE SPECIFIED, �� = Los �o Q r- � C orno M T1°O+ - N I� o � o
O tri C) oo + cn •- _ W U z w
6, / -Ef �v 2 THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN. x U` b -I C)O II w LO �- d" + � o ow z
Ii / a o WHERE THE CONNECTOR PIPE • !S SHOWN AT A CORNER, THE CENTERLINE OF THE PIPE SHALL III ELE W �¢-' � in o + ^ g ¢ N oo Q
+ X341 29 T� 2 / 2 INTERSECT THE INSIDE CORNER OF THE BASIN. THE PIPE MAY BE" .CUT AND TRIMMED AT III P (n z U) m P U) i � (" U �o�'
113 ,545 y SKEW NECESSARY TO INSURE MINIMUM Q mm [3) PIPE EMBEDMENT ALL AROUND WITHIN x b, -I 1t) N
• THE CATCH BASIN WALL, AND 75 mm3') RADIUS OF ROUNDING OF 'STRUCTURE CbNCRETE, ALL 156 BI,;I w STA. 11+64.42 UNE -B=
C�2 [� •- >> - 0 51 AROUND, ADJACENT TO PIPE ENDS. A -MONOLITHIC CATCH BASIN CONNECTION SHALL BE USED 42 (� N 20 40 80 120
• W �) 2�= 23 _ / TO JOIN THE CONNECTOR PIPE' TO THE. -CATCH BASIN WHENEVER ANGLE "A" IS LESS THAN 70' III STA. 10+00.00 LAT B-1 z 1560
- / OR GREATER THAN 1106, OR WHENEVER THE CONNECTOR -PIPE IS LOCATED IN C/L JUNCTION STRUCTURE 46
\�/ A CORNER. THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE IS III 1554.79 INV
E-4 W / '� PERMITTED. MONOLITHIC CATCH BASIN CONNECTIONS * MAY BE CONSTRUCTED TO AVOID CUTTING I III A-66'51'36"
,� 7S STANDARD LENGTHS OF PIPE.
5 ,r , � � � 8_1.5' , CALE:1 "=40'
7. STEPS SHALL BE. LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS, C-1.75 SIERRA
LAKES W
A
1548,.3 _ �� �p �� THEY SHALL BE LOCATED ON THE FRONT WALL OF THE MANHOLE CHAMBER OR THE DOWNSTREAM • D=1.5'
7W W 7.68 FL y� WALL OF THE MANHOLE CHAMBER AND THE MANHOLE MOVED DOWNSTREAM 300 mm (12"). STEPS -
1`� 15.5- 7
SHALL BE SPACED 300 mm (12") APART. THE TOP STEP'. -SHALL BE 175 mm (7") BELOW THE TOP R=1554.80
a 20 40 80 120 OF * THE MANHOLE AND PROJECT 65 mm (2-1/2"). ALL OTHER STEPS SHALL PROJECT 130 mm (5"). I I S-1554.79
�_ __
" T 18 60 8. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2.1: m (7') ON CENTER'.(MAXIMUM)..: ALONG THE
mmiBACKWALL.
C0W7WM7CW&=45
�-� �9..26+.7�BC I O c- r•� �-� o "�j, THE FOLLOWING SPPWC ARE INCORPORATED HEREIN:
Q (nt C' R J =f- �J S CALF ���I O STANDARD PLAN
308 MONOLITHIC CATCH BASIN CONNECTION 2 -METRIC 40 CONSTRUCT 24.1 R.C.P. D-
2000, BEDDING PER CITY OF FONTANA STD. PLAN NO. 1008.
309 CATCH. BASIN- REINFORCEMENT r.. 44 w o
310 CATCH . BASIN FACE PLATE ASSEMBLY AND • PROTECTION *BAR _307.2- U � /
�■jk-b"TREE'T com �,630 610 mm (24) MANHOLE FRAME AND COVER SHEET 2 of 2 z °O - / i 41CONSTRUCT JUNCTION STRUCTURE PER CITY OF FONTANA STD. PLAN N0. 3009
635 STEEL STEP. -- V) U w
r` m corn O N rn
o�, 1. -At-L-EXPOSED. ES SHALL ROUND �A 15 mm 1 / 2" RAD
�► { ) / 42 CONSTRUCT JUNCTION STRUCTURE PER CITY OF FONTANA STD. PLAN N0. 3010.
O L� �5 H 2O OJ N(
\ /
\o (2 2. TH CURB, ACE `AT POINTS A - N D S RLL BE THE NO MA - CURB FACE OF THE ADJ ENT URB.
� rfi � � � (0 (0 c0 c0
E�- Q U LO� LO LO 0�
o\\ �5r0AT POIN AND C, FA7SIN-STANgARD
�SHALL BE T3�-E�NORMAL CURB FACE OF THE JACEN /CUR8 C U) `- 43 CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION PER CITY OF FONTANA STD. PLAN NO. 3005.
z \ b PLUS ( E APPLIC LE CATCH PLAN.) 'I -� R-0.36% R=0.31 % O
A C ASE G CURE OPENING _-1,1 11
3. IN EXISTI C� EET RE • 0• P VEMENT REGONSTRUCTiON. IS SPEC! E ON THE P 4S - -.- - -- - - - - -- T BASIN PLAN - - - - - - - - - - -- - `i0 `-' - - 44
\\ � P_ CATCH � CONSTRUCT MODIFIED CURB OPENING CATCH BASIN WITH MANHOLE IN STREET
\ \ 9 \ THE ELEVATiaN70f`THE'O la EDGE�OF THE LOCAL. DEPRESSION .SMALL MEET THE, INISHEO STRAIGHT GRATE I- - - - - - -
STREET SURFACE. VALLEY I WD I STRAIGHT
RADE R_o 4 - - - - - - _ PER A.P.W.A STD. DWG. NO. 307-2. 2
59 45 CONSTRUCT LOCAL DEPRESSION AT CATCH BASIN PER A.P.W.A. STD. DWG. 313-2 CASE G.
4. IN NEW STREETS OR IN EXISTING STREETS WHERE PAVEMENT RECONSTRUCTION IS SPECIFIED ON THE - . _ - - /Q,
5. DIMENSIONS: PLANS; POINT C / z 46 CONSTRUCT GRATE INL S. LAN N0. 305-2 T S TING MAX
H. H1, H2 AND H3 SHALL BE AS NOTED ON THE PLANS. THE ELEVATIONS OF POINTS F AND G SHALL BE SET H1 HIGHER THAN THE GUTTER FLOW LINE POINT B MANHOLE - _ C) _j / / + m MAXIMUM OPENING SIZE EQUAL TO 1/2- (BIKE GRATING).
G = 600 mm (24') ELEVATIONS AT POINTS A AND D, RESPECTIVELY. POINT E --I IN STREET - o LL_ w Lq � � / / / V_ = .
/ U 47 SAWCUT AND REMOVE EXISTING AC PAVEMENT.
POINT P POINT S L�'C (0 `t U � o U -� r- Ki
THE ELEVATIONS OF POINTS P AND R - SHALL BE SET H2 HIGHER -THAN THE GUTTER FLOW LINE 2 O ' o 00 Nr'- � 8-0.9 / Q Q II
K = 1500 rnm 5'-0" STAITM, PLAN GRATING (0 c0 LO U / O r_ w
( ) Mel+rnlc ELEVATIORS AT POINTS B AND -C, RESPECTIVELY. K K o LO ,n T_ V_ / , N 0 � u- � � U) J � 48 CONSTRUCT MODIFIED CURB OPENING CATCH BASIN (W=3') PER CITY OF FONTANA STD. DWG. NO. 3004:
& DEBRIS (0 _j CD
L = 1800 mm (6'-0"): .313`2` � THE ELEVATION OF POINT S SHALL BE SET H2 HIGHER THAN THE ELEVATION • AT THE NEAREST GUTTER SKIMMER rn `n `nom o O O M I -
/`- n C0 C° `t �- U) U 49 CONSTRUCT 18" R C P D 2000 BEDDING PER CITY OF FONTANA STD PLAN NO 1008
SHEET 4 OF 4 • FLOW UNE. '
M = 1200 mm (4'-0")
N = 1500 mm (5'-0°) WHERE THERE IS NO GUTTER ADJACENT T0. THE LOCAL DEPRESSION, THE ELEVATION OF POINT E
SHALL BE SET H3 HIGHER THAN THE ELEVATION AT THE NEAREST TOE OF CURB.
STANDARD PLANS- FOR PUBLIC WORKS CONSTRUCTION
sTaNM RcpLAN
3132
LOCAL DEPRESSIONS - -AT CATCH "BASINS.
$H ET 3 OF 4 .
2 . . . -
Lo Lo 00 sfrA.12+3.19 48
/ � J 50 50 CONSTRUCT LOCAL DEPRESSION AT CATCH BASIN PER CITY OF FONTANA STD. DWG. N0. 3003 CASE C.
Bra �'�%�.�o q-5 �r�L SCALE:1 "=10'
W = CATCH BASIN W FOR SINGLE CATCH BASIN OR MbIANCE.BETVYEEN EXTREME END WALLS FOR 51 CONSTRUCT CONCRETE COLLAR PER CITY OF FONTANA STD. DWG. N0. 3022
D MULTIPLE CATCH BASINS. ' � � DETAIL ti "=10'
BASIS OF BEARINGS: BENCH MARK: Q REV. REVISION DESCRIPTION DATE ENGR. CITY DATE OFESS/p OThienes Engifleel ft /17C.
CITY OF FONTANA, CALIFORNIA
THE BEARINGS SHOWN HEREON ARE SAN BERNARDINO COUNTY SURVEYOR B.M. O QR Nq CML ENG/NEER/NG •LAND SURVEY/NG
BASED ON THE CENTERLINE OF SPSN-00485 FOUND RAILROAD SPIKE IN ADDED APWA DWG. 307-2 &X313-2 CASE G SSI®��� ®NSTI��CTO®� ®� � �����® 0���®�����5 ®� ��0 1 q �F� ® 14349 RRESTONE BOULEVARD
,`�, �o G. C LA MIRALA, CAL/FORMA 90638 STREET IMPROVEMENT PLANS
COUNTY DUMP ROAD AS PER RECORD POWER POLE, 2 MILES NORTH ALONG SIERRA REVISED DETAIL ® STA. 12+74.10.®������ W0TH0N®�S ®� THP ®� ®� ���®�� �, `p q� y ® PH.(714)521-4811 FAX(714)521-4173
c �' DRAWN BY: s "
OF SURVEY BOOK 79 PAGE 6, W Q SHOPS SIERRA LAKES SCALE: VERT. 1 = 4
RECORD AVENUE FROM HIGHLAND AVENUE, 30 FEET REVISED PROFlLE FOR LAT. B-1 . SSI®W�l fi�EO�E®� AND CA0�R0E® 0=00TH ��] A ®IL00L�NT MANNER, � = z � AC " ,
OF SURVEY, IN THE CITY OF FONTANA, EAST OF THE C/L OF SIERRA AVENUE, �' R.C.E N0. 43293 � Prepared Under The Supervision Of : SIERF�4 LAKES PKWY. AND CASMALIA SIRE HORIZ.1 = 40
DIAL TWO WORKING REVISED CONSTRUCTION NOTE NO 44 AND 45 THE UTY ENGINEER MAY REOURE REV0S00NS TO THE [CLANS TO DESIGNED BY: DATE:
RECORDS OF THE COUNTY OF 2 FEET NORTH OF THE S/E CORNER OF Q PARCE MAP 18189
SAN BERNARDINO, STATE OF CALIFORNIA. SEC. 18, TIN, R 5 W, SBBM, FACING N W. BEFORE .� DAYS BEFORE CHANGE C.B. TO MODIFlED C.B. W MH IN STREET. BRING THEM IONTO CONFORMANCE WITH COMMONS AND
� �P• 3-31-10 � /� AC FfiOM 525' E OF 925 E. OF MANGO RD. 10%1/07
YOU DIG
Y❑U DIG STAN®�®S I� ����CT" 9� C / V 1 �- �� Date CHECKED BY APPROVED DRAWING NO.:
ELEVATION - 1,815.971' T❑LL FREE 1-800-227-2600 2 MOVED PROPOSED CATCH BASIN ® STA, 12+74.10. pJ 9�0� F CF\�O D 4
N GVD 1929 FO NTAN D QUAD 19 80 ADJ . A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 1, ., A HAIDOOK I. A AI RCE NO. 43293 H I A '
/ /Zj\MOVED S.D. LINE B CITY ENGINEER R.C.E. 51152 DATE: 4361 4
Last Update: 8/26/08
N:\2600-2699\2642\26428\STREET-CASMALIA\2642B-ST04.dwg