HomeMy WebLinkAbout3894-7c
q0
I
E
cn
o�
�re
3°
oE
� o
cj,w
I
vm
iN
t
�o
N
i
in
11
z�
o+$
c
so
� J
TE
t� tMSo w11104M2"; t"' AA L y
3 ee11/4.1R '31 NEM. GUTTER.
°eta`+ s° wAm '_
-all
L SPE
tRo1r LIIIt TS
It.ATE I--�
Q _
LN�1E # am LINE 9! t
s"TRA 11511110)Of
' (MMMI�Ati I WNW
"mN. o
300
w0 t0 ww
MAIT1;10LRAi� �- _ r tt2")MAX� I t3'M
= AND COVER -1
V
! 1 _ Op,tlONAL SUOMIAOE COW"I'"OR PIPE
s '+ OR MONOLITHIC
�, ....�.-.". .._.. r B CATCH CONNECTION
i
4 tETtT.Pir '
At _-111
SECTION A -A
13 d 100 wa tOO r
w
r � h
�� DOwEL iTYP.) --•
PLAN DOWEL DETAIL
STRUCTURAL DATA
WALL AND SLAB DIMENSIONS AND
REINFORCEMENT REQUIREMENTS
REINFORCEMENT
MAX IMAX t IF REOUIRED iN
W Y FRONT REAR BOTTOIAI END
WALL WALL SLAB I WALL
1.4 WAS.W) x.4 FdVl 130 wdt') 150 Odi')
I.0 1nt3.3') 3.5 w ir) 2o0 0wtih 20o weir) '
z.o wir) I.t ds•i Lao ewtt') Iso wrti't 14 0
2.0 01r) 3.3 *Air) 200 edi') 200 ewtt'I 12 0. C.
4.0 01444 1.2 wt4'1 150 Iwnii') 460 eel,44
7_4 0(0') 00 wadi") no edi'1 1
4.0 0044-1 3.3 nor! 200 weltn no woo" ' F
1.2 w441) 130 NOW) 130 0d4l 0 �r E
1.0 rti') 100 edi') 200 roti") Co'
- 2.4 O(V)200 wdi•) 200 0di') / 111 fir' u'
3.0 wt10•) 200 wwt0t� 250 oMd1 m E
IXI E'
3.5 041r) 200 e0ti'1 250 aww) T r ,✓, D,' --
FOR W > It NdWl. V > 3.5 *Or) OR t s 1.2 w441) SEE PNOJECT PLANS
AMERICAN PUBLIC iIMORICB ASSOCIATION -SOUTHERN CALIFORNGrft CHAPTER
maw "Can Wivome we I "mCURB OPENING CATCH BASIN sF
�
'°°""�'"� 300-2
�
UK WiTM ><'1'A1tt3A111D lIWl2PICJ1T1O1W t+OR MALiC YIt0111t1s CCI10tt1t1liJGT10N SHEET t Of
#. WHERE THE BASIN IS 70 BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED
SIDEWALK OR IS CONTIGUOUS TO SUCH SIDEWALK THE TOP SUt,6 OF THE BASIN MAY BE
POURED EITHER MONOLITHIC WITH THE SitlEWALK OR SEPARATELY, USING THE SAME CLASS
OF CONCRETE AS IN THE BASIN. WHEN POURED MONOLITHICALLY. 'THE SIDEWALK SHALL BE
PROYitIEO WITH A WEAKENED PLANE aR A 25 ea4;t(1•) DEEP SAWWT CONTINUOUSLY AROUND
THE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS. INCLUDING ACROSS THE FULL WIDTH
SIDEWALK.CONFORM IN SLOPE.
C4LORf IN SH�>�0 SCORfIEW 0 EXIEXPOSED
7tf� 0 �
PROPOS�EDSCtlRB WALTO
BASIN.
2. AL1. CURVED CONCRETE SURFACES SHALL 8E 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 #: 12 MINIMUM AND it 3 MAXIMUM, EXCEPT WHERE THE GUTTER GRADE
EXCEEDS 8 PERCENT. IN Mll•itCH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE
THE SAME AS THE CUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET.
4, DIMENSIONS,
8 970 11wnt3'=20I
Y =THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF
THE CATCH BASIN AT THE OUTLET = 1,35 411(4.5').
Vu* THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT AT
THE UPSTREAM ENO Of THE BASIN, AND SHALL 8E DETERMINED BY THE REOUiREMENTS
OF NOTE 3. BUT SHAD. NOT 6E LESS THAN CURB FACE PLUS 340 naht121.
V, = THE DIFFERENCE iN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF
THE INLET. NOTED ON THE PROJECT PLANS,
H "NOTED ON THE PROJECT PLANS,
W "NOTED ON THE PROJECT PIANS.
A •THE ANGLE. IN DEGREES. INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE
AND THE CATCH BASIN WALL TO wHtCN THE CONNECTOR PIPE iS ATTACHED.
S. PLACE CONNECTOR FIFES AS INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE SPECI-
FiED THE CONNECTOR PiPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN.
wHEAE THE CONNECTOR PIPE t8 SHOWN AT A CORNER. THE CENTERLINE OF THE PIPE SHALL
INTERSECT THE INSIDE CORNER OF THE BASIN. THE PIPE MAY 8E CUT AND TRiti#r1ED AT A
SKEW NECESSARY TO INSURE MINIMUM Ba 4n411431 PiPE EMBEDMENT. ALL AROUND. WITHIN
THE CATCH BASIN WALL, AND 73 mal(3') RADIUS OF ROUNDING OF STRUCTURE CONCRETE.
ALL AROUND. ADJACENT 7O PIPE ENDS. A MONOLITHIC CATCH BASiN CONNECTION SHALL BE
USED TO JOIN THE CONNECTOR PIPE TO THE CATCH BASIN WHENEVER ANGLE •A' IS LESS THAI+
70 DEGREES OR GREATER THAN ILO DEGREES. OR WHENEVER THE CONNECTOR PIPE 18 LOCATED
IN A CORNER. THE OPTIONAL USE 'OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE
tS PERMITTED. MONOLITHIC CATCH BASiN CONNECTIONS MAY BE CONSTRUCTED TO AY010 CUT-
TING STANDARD LENGTHS OF PIPE.
S. STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS.
THEY SHALL 8E LOCATED AT THE CENTERLINE Of THE DOWNSTREAM END WALL. STEPS SHALL
BE SPACED 300 nNWt2'I APART. THE TOP STEP SHALL BE !TS 01111147') BELOW THE TOP TO THE
MANHOLE AND PROJECT 65 RMut2-I/2'1), ALL OTHER STEPS SHALL PROJECT 130 awa(51).
7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 ng?') ON CENTER (MAXIMUM) ALONG THE
BACKWALL.
8. 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 AND COYER
+635 STEEL STEP
636 POLYPROPYLENE ELASTIC STEP
9. DIMENSIONS SHOWN ON TNtS PLAN FOR METRiC A#+iI;1 ENGLISH UNITS ARE NOT EXACT EQUAL
VALUES. iF METRIC VALUES ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE
O�l�EXCEPT�SIN ENGLISH MAY
REiMiSH UALUES USD
gCTFRbTRtCB��iSIruNTSJUESED.
SHALL BE ENGLISH F�CaiSTRUON
S11EET24)F2
CURB OPENING CATCH BASIN
2
z
2
UNITS.
AMERICAN PUBLIC WORKS ASSOCIATION - BOUT'HERN CALIFORNIA GRAFTER srAMMizo PUN
300-2
� CtO�R PIPE
IOMa►sa ff>~►
03 OR 040141 OC
ROUND EDGES T4 RADIUS 4
Of APPROXIMATE lO OF
LATERAL. MAXIMUM
soo „m 1360
S11EET24)F2
CURB OPENING CATCH BASIN
)
A s e BARS--+,,�
1` P .
C
MAIN l.iNE ail750 1050 12711 31 M 61/2mo I
FOR DIMENSIONS
AND BAR SIZES �
D2 F
OR OR
B T
(wna ttNCNtCS Leel IINt31E>x s o
300 it NO 4
340 13 NO 41/4
454 t0 4//2
5x5 21 130 5
400 24 444 S I!4
s>•s xT I40 5 1!2
3o Iso i
i 33 tW i t/4
100 36 ITO i 1/2
s7a 39 140
4 190 t 1!2
U93 45 200 73/4
4200 44 210 t in
1300 54 230 s d
420 ST 240 t! 4/4
4500 so 250 01/2
150 43 2" to
I600 fi +TIO 10 4/4 r.
Ins ss a 3!4
1000 Tx 214 N
Milq 'it 300 N 314
tloo t4 320 42 to
so 340 13114
2400 ss 340 ++ � ;.
2550 102 400 i5 1/2 � 8
2700 we 410 it t fe ..
2111SO 144 420 li2
3000 130 440 i9 f 124 I i
3100
STATION
STATION
2
z
th
440 iT
3300 132 400 iT i/2
3450 iii 430 t7 0t2
0o 144 440 IO
«
Pt.
D BARS
Q
No
zsamet3') R
SU
tBIQTE 4.41.
IOU
��
i5lla450 weI t040181') oC.
90TH WAYS. TO BE USED WHEN
D2 IS lSOO ar11 E60"1 OR MORE
LONGITUDINAL SECTION
TION
•3
41
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHARTER
*m mPuem *000"y TRANSITION STRUCTURE STA? PLAbe N
„m PIPE TO PIPE 340-1
1wv sloe 1iiE 11YITN sTANDJtRD iPECiHCATtOW FOR PIJBI,iC WiORKB CONSTRUCTION SIM t 'OF
)1
NOTES
1, THE HORIZONTAL ANGLE OF CONVERGENCE OR OtYERGENCE, 8. SHALL
NOT EXCEED 5'45•.
2. VALUES FOR A. B. C. DI AND Oz ARE SHOWN ON THE PROJECT
DRAWINGS.
ELEVATION R AND ELEVATION S ARE SHOWN WHEN
RE4UiRED BY NOTE 10.
3. FLOOR OF STRUCTURE SHALL. BE 'STEEL TROWELED TO SPRING LINE.
4. REINFORCEMENT STEEL SHALL CONFORM TO ASTM A 615 M to 618).
GRADE 300t40I, AND SHALL. TERMINATE 40 nun {I 1i21 CLEAR OF
CONCRETE SURFACES UNLESS OTHERWISE SHOWN. LONGITUDINAL
BARS SHALL BE IOM Q 450 min t63 OR •4 a I84 OC OR LESS.
5. ELEVATION S APPLIES AT INSIDE WALL OF STRUCTURE.
ts. TRANSITION STRUCTURE SHALL BE POURED IN ONE CONTINUOUS
OPERATION.
EXCEPT THAT THE CONTRACTOR SHALL HAVE THE
OPTION OF PLACING AT THE SPRING LINE A CONSTRUCTION JOINT
LONGITUDINAL KEYWAY.
7. THE LENGTH OF THE STRUCTURE MAY BE INCREASED AT THE OPTION
OF THE CONTRACTOR PLAN
TO MEET RCP ENDS. USING D BARS.
LONGITUOiNAt AND BOTTOM REINFORCEMENT IN EXTENDED PORTION
OF SAME DIAMETER AND SPACING AS SPECIFIED IN THE TABLE. BUT
ANY CHANGE IN THE LOCATION OF SPUR A1KtST 8E APPROVED BY THE
ENGINEER.
S. EMBEDMENT P SHALL BE AS SPECIFIED IN THE TABLE. UNLESS
OTHERWISE SHOWN ON THE PROJECT DRAWINGS.
9. WHEN THERE IS NO SPUR REOU#RED, A 8a B BARS SHALL BE OMITTED.
id, WHEN ELEVATION R AND ELEVATION S ARE NOT SHOWN ON PROJECT
DRAWINGS. INLET PIPE SHALL_ ENTER MAIN LINE RADIALLY. WHEN
INLET PIPE ENTERS MAIN LINE OTHER THAN RADIALLY. ELEVATION S
SHALL BE SHOWN ON PROJECT DRAWINGS. AND INLET PIPE SHALL
BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO CATCH BASIN
OR GRADE BREAK IN INLET UNE, ELEVATION R SHALL 8E SHOWN ON
PROJECT DRAWINGS "1 WHEN STUB IS TO BE PROVIDEDIN MAIN
UNE FOR FUTURE CONSTRUCTION OF INLET PIPE.
fl. THE MAXIMUM COVER ABOVE THIS STRUCTURE SHAD BE 7.5 m i251.
IF THE COVER EXCEEDS 7.5 m (251 A SPECIAL STRUCTURE SHALL BE
DESIGNED FOR THE COVER AND DETAILED ON THE PROJECT DRAWINGS.
IZ. 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 SMALL BE METRIC VALUES EXCEPT
REINFORCING BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR
METRIC BAR SIZES, iF ENGLISH UNITS ARE USED, ALL VALUES USED
FOR CONSTRUCTION SHALL BE ENGLISH UNfTS,
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER 3TC PtAw
TRANSITION STRUCTURE 34METW
.I
PIPE TO PIPE s"EVzOF
Pq
26n OF laIAaa� �' DLP_ �
Ti•E BA616 OF oEAR31O M BAB® ON TM WBBTBLY 8011- 9d016$i
c i V, `
LPE OF TFE NORTi•EABT OIaART81 OF SECTION 23, C�>< Flont�t AND ASSOC.
TIOi1NN�� 1 NORT1'I. RANK>� 0 MI�f, �l11L AS SHOW B9d0 A >9K�NCION OF A PORTION Of TFIE NIOA'TFfABT 1/4 OF 19K."T10N 23 AND A PORTION OF THE NORTFIWBBT 220 Nhrdalr CIrcN 1011 NIr Arnw>do BgrMt 2 Of CA`1
ON MIIL TMiCT MAP NO WK FLIED N SOK 280, 114 OF 8[CT10N1 24 SORB OF Tom! 1 N10R7K RANKLE d MIST, SAN BHMMiDNO 61@WIANf, OOt1Ni1"Y OF SAN carom CA Y21N0 Arttllhttil% CA 92W6
AT rAGM M TtY101xi•1 e6, NCLtAM N TM OFFIM PILR (BOY) 279-4000 Ph (TML) 680-1Q2Q
Fa (909) 273-2100 630 -WO
OF CO O SM ANO>F Fac (714)
Tl�OOID@1F
D��iW'NCOUNTYtTY
RECORD
OOU11fTY, BE'Yr0 NORi?i 00'30'2+0 MIBBf.
R
SEAL-ENGINEER-ENSEAL-ENGINEE
BENCH MARK: DATE EW(2t. CITY DATE -'" CITY OF FONTANA, CALIFORNIA
U � r,
DESCRIBED BY METROPOLITAN WATER DISTRICT SO. U Q��aN4l
CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT AE111�CASC STORM DRAIN IMPROVEMENT PLANS
INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ENGINEERING DRAWN BY:
,`AJMW M SCAff:
SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 TRACT
&2D
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, C=� O.S. _ 16325-1
FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 No. fs�13 937 SOUTH WA LATA, SUITE 500 COLTON, CA 92324 I AS SHOWN
WATER Q LITY BASIN "C"
DIAL TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO - 06-30-05>a PH. (909) 783-0101 FAX (909) 783-0108 DESIGNED BY: DATE:
FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH 4cExp_ pE AIL SHEET
BEFORE DAYS BEFORE A.T. JUNE 2005
ON THE NORTHWEST CORNER OFA 10 FOOT WIDE YOU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
Y ❑ u DIG �-TORREYSON R.C.E. N0.
66068CATCHBASIN CHECKED BY: APP � BY: DRAWING NO.:
0.8 FOOT SOUTH OF CURB FACE. A STANDARDSTANDARDS IN EFFECT.AL�� EXP. -30 �. 7
MWDSC 3 INCH BRASS DISK STAMPED "33A 1992". TOLL FREE 1-800-227-2600 �hV
-AVD 88 - A PUBLIC SERVICE BY UNDERGRQt1�1D SERVICE ALERT pATE
1508.56 (FEET) 2 /e'ECORO DRAW/NG510dS�AMT 7•I1#
2
z
)1
NOTES
1, THE HORIZONTAL ANGLE OF CONVERGENCE OR OtYERGENCE, 8. SHALL
NOT EXCEED 5'45•.
2. VALUES FOR A. B. C. DI AND Oz ARE SHOWN ON THE PROJECT
DRAWINGS.
ELEVATION R AND ELEVATION S ARE SHOWN WHEN
RE4UiRED BY NOTE 10.
3. FLOOR OF STRUCTURE SHALL. BE 'STEEL TROWELED TO SPRING LINE.
4. REINFORCEMENT STEEL SHALL CONFORM TO ASTM A 615 M to 618).
GRADE 300t40I, AND SHALL. TERMINATE 40 nun {I 1i21 CLEAR OF
CONCRETE SURFACES UNLESS OTHERWISE SHOWN. LONGITUDINAL
BARS SHALL BE IOM Q 450 min t63 OR •4 a I84 OC OR LESS.
5. ELEVATION S APPLIES AT INSIDE WALL OF STRUCTURE.
ts. TRANSITION STRUCTURE SHALL BE POURED IN ONE CONTINUOUS
OPERATION.
EXCEPT THAT THE CONTRACTOR SHALL HAVE THE
OPTION OF PLACING AT THE SPRING LINE A CONSTRUCTION JOINT
LONGITUDINAL KEYWAY.
7. THE LENGTH OF THE STRUCTURE MAY BE INCREASED AT THE OPTION
OF THE CONTRACTOR PLAN
TO MEET RCP ENDS. USING D BARS.
LONGITUOiNAt AND BOTTOM REINFORCEMENT IN EXTENDED PORTION
OF SAME DIAMETER AND SPACING AS SPECIFIED IN THE TABLE. BUT
ANY CHANGE IN THE LOCATION OF SPUR A1KtST 8E APPROVED BY THE
ENGINEER.
S. EMBEDMENT P SHALL BE AS SPECIFIED IN THE TABLE. UNLESS
OTHERWISE SHOWN ON THE PROJECT DRAWINGS.
9. WHEN THERE IS NO SPUR REOU#RED, A 8a B BARS SHALL BE OMITTED.
id, WHEN ELEVATION R AND ELEVATION S ARE NOT SHOWN ON PROJECT
DRAWINGS. INLET PIPE SHALL_ ENTER MAIN LINE RADIALLY. WHEN
INLET PIPE ENTERS MAIN LINE OTHER THAN RADIALLY. ELEVATION S
SHALL BE SHOWN ON PROJECT DRAWINGS. AND INLET PIPE SHALL
BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO CATCH BASIN
OR GRADE BREAK IN INLET UNE, ELEVATION R SHALL 8E SHOWN ON
PROJECT DRAWINGS "1 WHEN STUB IS TO BE PROVIDEDIN MAIN
UNE FOR FUTURE CONSTRUCTION OF INLET PIPE.
fl. THE MAXIMUM COVER ABOVE THIS STRUCTURE SHAD BE 7.5 m i251.
IF THE COVER EXCEEDS 7.5 m (251 A SPECIAL STRUCTURE SHALL BE
DESIGNED FOR THE COVER AND DETAILED ON THE PROJECT DRAWINGS.
IZ. 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 SMALL BE METRIC VALUES EXCEPT
REINFORCING BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR
METRIC BAR SIZES, iF ENGLISH UNITS ARE USED, ALL VALUES USED
FOR CONSTRUCTION SHALL BE ENGLISH UNfTS,
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER 3TC PtAw
TRANSITION STRUCTURE 34METW
.I
PIPE TO PIPE s"EVzOF
Pq
26n OF laIAaa� �' DLP_ �
Ti•E BA616 OF oEAR31O M BAB® ON TM WBBTBLY 8011- 9d016$i
c i V, `
LPE OF TFE NORTi•EABT OIaART81 OF SECTION 23, C�>< Flont�t AND ASSOC.
TIOi1NN�� 1 NORT1'I. RANK>� 0 MI�f, �l11L AS SHOW B9d0 A >9K�NCION OF A PORTION Of TFIE NIOA'TFfABT 1/4 OF 19K."T10N 23 AND A PORTION OF THE NORTFIWBBT 220 Nhrdalr CIrcN 1011 NIr Arnw>do BgrMt 2 Of CA`1
ON MIIL TMiCT MAP NO WK FLIED N SOK 280, 114 OF 8[CT10N1 24 SORB OF Tom! 1 N10R7K RANKLE d MIST, SAN BHMMiDNO 61@WIANf, OOt1Ni1"Y OF SAN carom CA Y21N0 Arttllhttil% CA 92W6
AT rAGM M TtY101xi•1 e6, NCLtAM N TM OFFIM PILR (BOY) 279-4000 Ph (TML) 680-1Q2Q
Fa (909) 273-2100 630 -WO
OF CO O SM ANO>F Fac (714)
Tl�OOID@1F
D��iW'NCOUNTYtTY
RECORD
OOU11fTY, BE'Yr0 NORi?i 00'30'2+0 MIBBf.
R
SEAL-ENGINEER-ENSEAL-ENGINEE
BENCH MARK: DATE EW(2t. CITY DATE -'" CITY OF FONTANA, CALIFORNIA
U � r,
DESCRIBED BY METROPOLITAN WATER DISTRICT SO. U Q��aN4l
CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT AE111�CASC STORM DRAIN IMPROVEMENT PLANS
INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ENGINEERING DRAWN BY:
,`AJMW M SCAff:
SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 TRACT
&2D
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, C=� O.S. _ 16325-1
FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 No. fs�13 937 SOUTH WA LATA, SUITE 500 COLTON, CA 92324 I AS SHOWN
WATER Q LITY BASIN "C"
DIAL TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO - 06-30-05>a PH. (909) 783-0101 FAX (909) 783-0108 DESIGNED BY: DATE:
FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH 4cExp_ pE AIL SHEET
BEFORE DAYS BEFORE A.T. JUNE 2005
ON THE NORTHWEST CORNER OFA 10 FOOT WIDE YOU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
Y ❑ u DIG �-TORREYSON R.C.E. N0.
66068CATCHBASIN CHECKED BY: APP � BY: DRAWING NO.:
0.8 FOOT SOUTH OF CURB FACE. A STANDARDSTANDARDS IN EFFECT.AL�� EXP. -30 �. 7
MWDSC 3 INCH BRASS DISK STAMPED "33A 1992". TOLL FREE 1-800-227-2600 �hV
-AVD 88 - A PUBLIC SERVICE BY UNDERGRQt1�1D SERVICE ALERT pATE
1508.56 (FEET) 2 /e'ECORO DRAW/NG510dS�AMT 7•I1#
z
;' � C.V.A 3894
CITY ENGINEER R.C.E. 51152 DATE: 8