HomeMy WebLinkAbout3271-6FAC PLA
15M 0 30* =049121 AS EMBLY
EACH WAY
5 STREET, CUTTER,
OR LOCAL DEPRES-
ION SURFACE
A
S
0
1 its S 7
Inc, LL J
!j *-S.
FLOW LINE 75 MM
(3-)R
FACE DOWEL
PLATE (TYP.)
SCORING
iiNE CURB LINE
2 EXTRA 15M(&4) STEPS
ON 2 SIDES OF
MANHOLE FRAME 100 Mollto
(40,ac
AND COVER )MIN
CA wni
300 MM 7Smm
TC14 BASI N
MANHOLE FRAME
AND COVER
V
o
z
CONNECTOR PIPE
OR MONOLITHIC
4 OPTIONAL Su GRADE
K CATCH BASIN
CONNECTION
STEPS t
At SECTION A -A
100 mm
IOAK#4)
L
ZVI
DOWEL ITYP-J cs
zos
PLAN DOWEL DETAIL
STRUCTURAL DATA
WALL AND SLAB DIMENSIONS AND
REINFORCEMENT REOUIREMENTS
REINFORCEMENT
MAX MAX t IF REQUIRED IN
W, FRONT jREARfBOTTOMj END
WALL WALL I SLAB I WALL,
1.0 M(3.5*) 2.4 on(W) 150 nv*6*) 150 nwKG')
1.0 W3.51)1 3.5 111021 200 "W46") 200 m(el)
2.0 rn(71) 1.8 rrAGIJ 150 nm(sl 1$0 w4m6l1
2.0 rnt7*3 3.5 VW12*) 200 mint6*) 200 ftwW81 ,
150 mlie.) 150 MVKG.)
4.* fW14') 1.2 M(41 R
2.4 WS' 1 150 OWAS-) 200 "MI -M-)
4,0 tW14*) 3.5 trAl2*1 200 wwAS*) 250 amt -101
1.2 m(4) 150 MOW) 150 MWP(61)
R/ R
E
z 0
fW61) 100 mrn(al 200 vwma*) C U/
E g
89
2.4 vr0l 200 MW4191 200 mm
l81
13.0 WAIO%*)l 200 11111*61 1250 ""Ool P4,
1 3.5 091211 200 rA46-1 1250 OW&IO-) ✓ T
FOR W 1 9 rd26ll, V )- 3.5 k12l) OR 8 ? 1 m(4*1 SEE PROJECT PLANS
AMERICAN PUBLIC WORKS ASSOCIATtON - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
PROMULGATED IYY THE= METRIC
PUBLIC WORKS STAf*DAR0S M, CURB OPENINC
G AT
CH BASIN
GRFFNB00KC0K*ATlTF_
1W 300-2
REV- logs USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I OF 2
2. ALL CURVED CONCRETE SURFACES SHALL ISE FORMED 13Y 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 ANO 1'. 3 MAXIMUM, EXCEPT WHERE THE GUTTER e,,RA()E
EXCEEDS 8 PERCENT, 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.
V THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF
THE CATCH BASIN AT THE OUTLET a 1.3!� its $.
VU= THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT At
THE UPSTREAM END OF THE BASIN. AND SHALL,BE DETERMINED BY THE REQUIREMENTS
OF NOTE 3. BUT SHALL NOT BE LESS THAN CURB FACE PLUS 300 mr,(12"),
V, = THE DIFFERENCE IN IELEVATION BETWEEN THE TOP OF THE CURB AND 'THE IN OF
THE INLET, NOTED ON THE PROJECT PLANS.
4 - NOTED ON THC PROJECT PLANS.
W = NOTED ON THE PROJECT PLANS.
A = "r ANGLE, IN DEGREES, INTERCEPTED BY THr CIENTERLINIE OF' THE CONNECTOR PIPE
IANC? THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED.
5. PLACE CONNECTOR PIPES AS, INDICATED ON THE PROJECT PLANS. UNLESS OTHERWIt)E SPCC1 -
6. STEP$ 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 mml!121 APART. THE TOP STEP SHALL BE 175 rnm171 BELOW THE Top To THE
MANHOLE AND PROJECT 65 mmC2-1/21. ALL OTHER STEPS SHALL PROJECT 130 mm(5-1.
7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m17') ON CENTER (MAXIMUM) ALONG -THE
SA.CKWALL.
S. THE FOLLOWING STANDARD PLANS 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 ANO COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
9. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE twT EXACT EoUAL
VALUES. IF METRIC VALUES ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE
METRIC VALUES, EXCEPT REINFORCING BARS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED
FOR METRIC SAA SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION
IF -AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CH FR STANDARD PLAN
300-2
CURB OPENING CATCH BASIN SHEET26172
Ea
-DIRECTION OF FLOW IN -!DIRECTION OF FLOW W
Z(>
W L
7
POINT 0 le -'POINT C FLOW LINE
DINT A
FLO- .!�
W, LIN.E., ERR
CASE A
WO-�L -IN
CURB OFFEN14(l
CATCH BASIN (Sy
CURE
POINT A \-POINT 0
OURS 00, \-PGINt 8 &
POINT
POINT E
4j
Y4POI NT F C 114T 0
, zMMOR tw FLOW E! LA N_-_6DjRWn0N OF FLOW 2
a: 4=
"WIN --------
U L
\_POINT V
POINT A
FLOW LINE PROFILE -FLOW LINE
CASE B
ISO MM o-) 25 MM (11) 150 MM (6*) 25 mm 411
Kr M,C.OR
450 rnm I VA
50 int -n VA
7,71 RIDGE
CUR$ V
FACE + H ALjLfY C., VALLEY
_j
SECTION A -A SECTION B -B SECTION..L-C
,AMERICAN PUBLIC WORKS ASSOCIATION SOUTHERN CALIFORNIA CHAPTER
S'TANDAROPLAN
PROMULGATW BY IM LOCAL DEPRESSIONS METRIC
PUBLIC WORKS VANOAPOS Ole_
GREEN BOOK em"Tme AT CATCH BASINS
19B4 313-1
USE TH STANDARD SPECIFICATIONS FOR PUBLIC VVUKKb UUN-11-
-11-01 SHE!Er I OF 4
WI
NOTE:
i. ALL EXPOSED EDGES $HALL t3E ROUNDED TO A 15 mm (HALF INCH) RADIUS.
Z. THE CURB FACE AT POINTS A AND D SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB.
THE CURB FACE AT POINTS 8 AND C SHALL HE, THE NORMAL CURB FACE OF THE ADJACENT CURB
PLUS H (SEE APPLICABLE CATCH BASIN STANDARD PLAN),
3. IN EXISTING STREETS WHERE NO PAVEMENT REMODELING IS INDICATED, THE ELEVATION OF THE
OUTER EDGE OF THE LOCAL DEPRESSION S14ALL MEET THE FINISHED STREET SURFACE.
4. IN NEW STREETS, OR IN EXISTING, STREETS WHERE PAVEMENT REMODELING tS INDICATE[), -
THE ELEVATIONS OF POINTS f AND iG SHALL BE SET HI HIGHER THAN THE GUTTER FLOW LINE
ELEVATIONS AT POINTSA AND 0, RESPECTIVELY.
THE ELEVATIONS OF POINTS PAND R SHALL BE SET H2 HIGHER THAN THE GUTTER FLOW LINE
ELEVATIONS AT POINTS 8 AND C, RESPECTIVELY,
THE ELEVATION OF POINT S SHALL BE SET H2141GHER THAN THE ELEVATION AT THE NEAREST
GUTTER FLOW LINE.
WHERE THERE IS NO GUTVER ADJACENT To 'THE LOCAL DEPRESSION, THE ELEVATION Of POINT
E SHALL BE SET Ha HIGHER THAN THE ELEVATION AT THE NEAREST TOE OF CURB,
5. DIMENSIONS�
H = NOTED ON THE PROJECT PLANS,
H, - NOTED ON THE PROJECT PLANS.,
H2 - NOTED ON THE PROJECT PLANS.
H3 - NOTED ON THE PROJECT PLANS.
G = 600RIM (2 Feet)
K 1.5 In, (5 Feet)
L 1.8 m(6 Feet)
M 1.2 m (4 Feet)
N = 1.5 m IS Feet)
WD = CATCH BASIN W FOR ONE CATCH BASIN OR DISTANCE BETWEEN EXTREME END WALLS
FOR MUTIPLE CATCJI BASINS.
THE THICKNESS OF THE LOCAL DEPRESSION SHALL BE 200 rnm (8 INCHES).
G. DIMENSIONS SHOWN om THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACTLY EQUAL
VALUES, IF METRIC UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC
VALUES, EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAYBE SUBSTITUTED FOR METRIC
13AR SIZES, IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH
VALUES.
I Mr, V 1211 1 105 ITTI - "s MT Z., 3 NZI 14 mi I I I *M V I MT ; III
STANDARID PLAN
MeTfw
�313 - I
LOCAL DEP-IF7ZESSIONSi'a CATCH8ASI S:
I. _-) a! fu_ aj IV -G2 12C 12) Ci 1-0-12
MIM (D rp MO I W) p co to M1
C14 r- C14 r� C14 14- C14 C14 rl� 04
MeV Ki CV MCV MCV McV MeV
CAM 71 w6m, W
CATCH SAM 0 DEX
NOT TO SCALE FESSI RECORD DOCUMENT
Af.
HA 6, These Record Documents have been prepared based
�4�oP,\�S 4__ on information provided by others. The Design
Professional has not verified the accuracY and/or
No.
43976 completeness of this infomation and shall not be
;0
Or- Exp. 6-30-09 responsible for any eat+ors or omissions which may
CNk rat herein as a result.
of- CAVf IC 9
DATE
BASIS OF BEARINGS:
BEARINGS BASED ON THE WEST LINE OF THE SOUTHEAST ONE QUARTER OF THE
SOUTHWEST ONE QUARTER OF SECTION 36, T. I N., R. 6 W., SB8 & M BEING
NOT06'51nE AS SHOWN ON TRACT 16085-1 RECORDED MAP BOOK 282,
PAGES 16-20 RECORDS OF SAN BERNARDINO COUNTY.
115
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
SHOULD CONSTRON OF QUMW BENORUM OF FONTANA, CALIFORNIA
UMRE/0
UM
BOREPARED FOR: VENEM NOT CO3COMMME VWT= ALLARD ENGINEERING
RANCHO FOND' SPECIFIC PLAN
B.M. #361, SPIKE IN NORTH FACE OF P.P.
Land Surveying - Land Planning
TWO YEARS OF TIM DAN OF APPROVAL Civil Engineering
YOM HOM
'4 11 No 11536697E AT SOUTH WEST CORNER OF DRAWN BY.
%%VWWWW" SHOWN HEREON ANT CAR R= FORTH IN A 8253 Sierra Avenue THACT 16M-STIIM WROVEMW pLMS SCALE.
1� 10370 TRADEMARK STREET BASELINE AVENUE AND SULTANA AVENUE. No. 43976 M AE AS NOTED
Fontana, California 92335 M
DIAL TWO WORKING DRIGM MMML THE CITY JENGV-M MAY RANCHO CUCAMONGA, CA 91730 (9 EXP. 6/30/05 DESIGNED BY. LOCAL DEPR M DST AU A DATE.
8� 09) 356-1815 Fax (909) 356-1795 I_---- ?
BEFORE DAYS BEFORE REQUIRE RMSIONS TO THE PLANS TO TEL (909) 477-6715 DEA MWA S, MAY, 2003
YOU DIG 1/1'
YOU D=r.7 TIM EM CONFORMANCE WITU FAX (909) 477-6725 _y CIVI CHECKED VP �ED BY. DRAWING NO.:
TOLL FREE 1-800-227-2600 CONDMONS AM STANDARDS IN EFFECT David S. Hammer, R.C.E. 43976 Date
0 C DSH
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT MVATION.- 1365.01 (expires 6/30/2005) rrTy ENGINERR-C F 5-11' 61
RECORO +/ z to$. 6 4 r Xo/, �J)
Filename: M:\DWG\15904\STREET\16258\16258-ST06.DWG