HomeMy WebLinkAbout2987-11C
C
MIA *
EACH
�s mfr4l
100 MM
1419R
'FLOW LINE
DoWEL
(TYPJ---
CURB LINE
STF-P's `
0
too M"
300 T!I V*
(W)MIAX. (310
�OPTIONAL 309GRADE
SLY
T,
.AL
VNECTOR PIPE
4� WHERE THE BASIN IS TO SE CONS�TRU
SIVOEIVALK OR. 11: I -S CONTIGUOUS To auc�
'S OF EXISTINC OR P;
i�LAe OF THE BASIN M
,TELY. USING THE SAI4
66,y2L TH-C _3JQ.CWALK,3t
SHALL �CONFORM 114 SLO,pt. GRAM,
COU60� O�INISK AMD SCORING TO EXIST14�; OR PROPOtiD CURS AND WALK AOJACfNT TO TPE
$At IN,
2, ALL CURVED CONCRETE SURFACES SHALL BE FORMEIDBY CURVED FORMS. AND S14 -ALL NOT BE
SRAPF,O BY PLASTERING.
S.. FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SMALL HAVEA LONGITUDINAL
AND LATERAL SLOPE OF 1- 12, MINIMIUw ANO 1; 3 4"Imusi, EXCEPT.WMERE THE GUTTER GRACE
EXCEEDSIS PERCENT N I WHICH C I ASE THE LONGIT00 I INAL SLOPE OF THE FLOOR SHA . LL BE
THE SAMEAS THE GbTITER GRADE. SLOPE FLOOR, FkOM ALL DIRECTIONS TO TH
E OUTLET.
4� WMIENSIONS:
V THE: DIFFERENC
E IN ELEVATION BETWEEN THE -1 OP OF THE CURB AND TNE INVERT OF
T14E CATCH WiN AT UE, ouTLET 1.3$ ffA4 . 5')�
V U THE DIFFERENCE IN ELEVATION RIETWEeN THE: TOO OF THE CURB AND. THE INVERT AT
THIE UPSTREAM END OF THE BASIN. AND SHALL BE DETERMI:MED BY THE REOUIREWNr$
OF NOTE 3. allT SHALL NOT BE: LESS, THAN CURB FACEPLus 3oo. rnffAivi.
,V THE DIFFERIENCE. IN. E]LtYATICIN 8E-T*.EEF4 THE TOP OF:TNE. CURB AND THE INVERT OF
THE INLET. NOTED ON THE PROJECT PLANS.
H NOTED ON THE PR04ECT PLANS.
W NOTED ON THE PROJECT PLANS.
A THE ANGLE. IN DEGREM INTERCEP TEO BY TRE CENITERLINE OF THE COIRNFCTOR PIPE
AND THE CATON BASIN WALL TO *Ot0i THE COmECTOR P-tPE IS ATTACHED.
S.
6. STEPS SHALL BE LOCATED AS SHOWN IF THE CONNECTOR P4PE INTERFERES WITWTHE.-STEPS.
T14EY SHALL BE L0000 At THE tt�TERLIWC Of THIE 0OWNSTRCAM END WALL4 STEPS SkAkLL
IBE SPACED '36b mm0r).4PART_ THt TOP 6TE0 SHALL SE 175 ito(r) ati-jow THE TOP T01 THE
U444OLE AND PROJECT 65 ALL OTHER.STEPS. SHALL PROJECT 1340 "W5*j_
7� DOWELS ARE REQUIREO AT EACH CORNIER A14D ATZ _mf7') ON CENTER (MAXIMUM) ALONG:THE
BXCKW.ALL.
8. THE FGLLOWIN 1 61 STANDARD PLANS -ARE INC*RPORATED.14EREI`K;
zwoe moNoLitHic cATcH aAsiN.coNt4E.cTiO?i
509 CATCH aASIN REIWORCEMENT
310, CATCH $ASIN FACE PLATE AS$EMSLY AND P*OTECTION! BAR
312 CATC9 BASIN MANHOa FRAME AND COVER
$35 sTEEL-01tp
6M, POLYPROPYLENE P�ASTIC STEP
9- DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND tmoLitH UNITS ARE. NOT EXACT EOUAL
VAALVES� IF WTRIC VALUES ARE USED. ALL VALUES USED FI)It CONISTRILICTiON $IHALL BE
merRsc VALUES. EXCEPT REMFoRetNG aAOS SI.ZtS IN ENGLISH UNITS �MAY 39 SUBSTITUTED
FOR M&IRIC SAO %SIZES. IF P.NdLI$H 614ITS ARE:USE6, Aa YALVES USED FOR CONSTRUCTION
SHALL 13E ENGLISH UNITS.
F7 'WV%'MM=
4=2 %;
'VrA - *LJU 1 "r-KI'll L;ALjrVKNIAr HA1- I K
- --- -- --- -- STAt"R-0
C 300 _r 2
URB OPENING CATCH BASIN
_Lil M_
PLAN DOWEL DETAI L
STRUCTURAL DATA
fj� SAWN$
WALL -AND SLAB DIMENSIONS AND
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
REINFORCEMENT REOUIREMENTS
------------------------------------------ .............................
REINFORCEMENT
MAX
MAX f if REOUIRED 1,14
W
FRONT jREA* 1BOTTOMI ENID
TWO WORKING
BEFORE DAYS BEFORE
]WALLAWALLI SLAB IWAU
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2.4 M(S*) 150 MCK69 150 reAW)
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3.5 aAlg*) 200 wo*901 200 frA49K)
41�0 rrK14'i
1,2 ;"(40) 150 fetM461 150 #t^(V) v
ANDARDS
A.R.W.A. ST
L4 *69 MO t"(61 200 "WMW)
4.0 1* 142
15 2*22 200 0*02 2$0 OWLT F
1.2 nA4*) ISO MW61 1$0 rfKV) 0
X,
David S. Ha=er, R.C.E. 43976 Date CALII�
(expires 6/30/2005)
ft
200, ffW*011)
ty
No-
2N7
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200 a"*09 23 0 N"KI01
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"ia,i is r*tri ioiq 9 **4�) rig istojecl PLAN$
AMERICAN
PUOLIC WORKS ASSOCLATtON - SOUTHERN CALIFORNIA CHIAPTER
MOMMOATIED W RAIE
CURB OPENING CATCH BASIN,
Om
STANDAM>PIM
METIM
300-2
wV. low
SHEE r 4OF 2
USE WITH STAMAW SPECIFICATIONS FOft PUBLIC WORKS COINSTRUCTION1
4� WHERE THE BASIN IS TO SE CONS�TRU
SIVOEIVALK OR. 11: I -S CONTIGUOUS To auc�
'S OF EXISTINC OR P;
i�LAe OF THE BASIN M
,TELY. USING THE SAI4
66,y2L TH-C _3JQ.CWALK,3t
SHALL �CONFORM 114 SLO,pt. GRAM,
COU60� O�INISK AMD SCORING TO EXIST14�; OR PROPOtiD CURS AND WALK AOJACfNT TO TPE
$At IN,
2, ALL CURVED CONCRETE SURFACES SHALL BE FORMEIDBY CURVED FORMS. AND S14 -ALL NOT BE
SRAPF,O BY PLASTERING.
S.. FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SMALL HAVEA LONGITUDINAL
AND LATERAL SLOPE OF 1- 12, MINIMIUw ANO 1; 3 4"Imusi, EXCEPT.WMERE THE GUTTER GRACE
EXCEEDSIS PERCENT N I WHICH C I ASE THE LONGIT00 I INAL SLOPE OF THE FLOOR SHA . LL BE
THE SAMEAS THE GbTITER GRADE. SLOPE FLOOR, FkOM ALL DIRECTIONS TO TH
E OUTLET.
4� WMIENSIONS:
V THE: DIFFERENC
E IN ELEVATION BETWEEN THE -1 OP OF THE CURB AND TNE INVERT OF
T14E CATCH WiN AT UE, ouTLET 1.3$ ffA4 . 5')�
V U THE DIFFERENCE IN ELEVATION RIETWEeN THE: TOO OF THE CURB AND. THE INVERT AT
THIE UPSTREAM END OF THE BASIN. AND SHALL BE DETERMI:MED BY THE REOUIREWNr$
OF NOTE 3. allT SHALL NOT BE: LESS, THAN CURB FACEPLus 3oo. rnffAivi.
,V THE DIFFERIENCE. IN. E]LtYATICIN 8E-T*.EEF4 THE TOP OF:TNE. CURB AND THE INVERT OF
THE INLET. NOTED ON THE PROJECT PLANS.
H NOTED ON THE PR04ECT PLANS.
W NOTED ON THE PROJECT PLANS.
A THE ANGLE. IN DEGREM INTERCEP TEO BY TRE CENITERLINE OF THE COIRNFCTOR PIPE
AND THE CATON BASIN WALL TO *Ot0i THE COmECTOR P-tPE IS ATTACHED.
S.
6. STEPS SHALL BE LOCATED AS SHOWN IF THE CONNECTOR P4PE INTERFERES WITWTHE.-STEPS.
T14EY SHALL BE L0000 At THE tt�TERLIWC Of THIE 0OWNSTRCAM END WALL4 STEPS SkAkLL
IBE SPACED '36b mm0r).4PART_ THt TOP 6TE0 SHALL SE 175 ito(r) ati-jow THE TOP T01 THE
U444OLE AND PROJECT 65 ALL OTHER.STEPS. SHALL PROJECT 1340 "W5*j_
7� DOWELS ARE REQUIREO AT EACH CORNIER A14D ATZ _mf7') ON CENTER (MAXIMUM) ALONG:THE
BXCKW.ALL.
8. THE FGLLOWIN 1 61 STANDARD PLANS -ARE INC*RPORATED.14EREI`K;
zwoe moNoLitHic cATcH aAsiN.coNt4E.cTiO?i
509 CATCH aASIN REIWORCEMENT
310, CATCH $ASIN FACE PLATE AS$EMSLY AND P*OTECTION! BAR
312 CATC9 BASIN MANHOa FRAME AND COVER
$35 sTEEL-01tp
6M, POLYPROPYLENE P�ASTIC STEP
9- DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND tmoLitH UNITS ARE. NOT EXACT EOUAL
VAALVES� IF WTRIC VALUES ARE USED. ALL VALUES USED FI)It CONISTRILICTiON $IHALL BE
merRsc VALUES. EXCEPT REMFoRetNG aAOS SI.ZtS IN ENGLISH UNITS �MAY 39 SUBSTITUTED
FOR M&IRIC SAO %SIZES. IF P.NdLI$H 614ITS ARE:USE6, Aa YALVES USED FOR CONSTRUCTION
SHALL 13E ENGLISH UNITS.
F7 'WV%'MM=
4=2 %;
'VrA - *LJU 1 "r-KI'll L;ALjrVKNIAr HA1- I K
- --- -- --- -- STAt"R-0
C 300 _r 2
URB OPENING CATCH BASIN
AMERICAN PUBLIC WORKS ASSOCIATION-. S OU.THERN CALIFORNIA C*iAPTER
STANDAM PLAN
313-1
WCAL DEPRE S
0 No
SWEET 4 OF 4
fj� SAWN$
-
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
Attn: HAL WOODS
------------------------------------------ .............................
APPROVAL SHOWN HEREON AND CARRIED FORTH IN A
AMERICAN PUBLIC WORKS ASSOCIATION-. S OU.THERN CALIFORNIA C*iAPTER
STANDAM PLAN
313-1
LOCAL DEPRESS1ONS1 AT CATCH BASINS
SWEET 4 OF 4
C "IN LINE
EXISTINO RCJ�
tL� MAIN LIKE RCP OR L THIS JUNCTION STRUCTURE SHALL BE USED WHEN THE OUTSIDE OfAMETER STORM DRAIN EXISTING RC Box
RrINPOPCCO MONOLITMO 'OF THE LATERAL IS GREATER TH AN 1/2 T14E INS10 DIAMETER: STORM DRAIW
Aocmi sElt NOTE 2 E D OF THE
MAIN LINE' OR WHEN THE INSIDE DIAMETER 6 OF THE LATERAL IS GREATER GENERALN07E
I SEE NOTE 101 THAN 600 mm 124-L B $.HALL NOT EXCEED .75 D OR 9-75 mm C391, kfb
H M �&Jo
1, DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE
1 F THE M
A I N,L I NIE 11:51 A. REINFORCED MONOLITHIC ARCH 'STORM DRAIN, A
D.SHIALL REFER. I TO THE CLEAR SPAN OF I T HE AR C H. I REINFORCING STE N NOT EXACT EQUAL VALUES- IF METRIC VALUES ARE USED * ALL VALUES
EL USEDFOR CONSTRUCTION SHALLBE METRIC VALUES, EXCEPT REINFORCING
SHALL B E C U_T AND BENT INTO THE JUN.,.TION STRUCTO It IN THE SA -E BARS SI.ZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC. BAR
C ,C
MANNER AS FOR A PIPE. A:CON -RET CRADLE IS NOT REQUIRED FOR A SIZES,. IF ENOLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION
pt 10 CLASS C MORTAR
80 13*j MfN- INFORCED MONOLITHI:C ARCK
SHALL BE ENGLISH UNITS.
LA �11 45*
It LATERAL/ 3. STAT I ON S SHOWN: ON THE PROJECT DRAWINGS.FOR LATERALS APPLY: AT THE
C
ONNECTORP11PE INTERSECTION OF �.CENTER LINESI OF MAIN LINE AND LATERAL. STATION$. 19-0 M -M -LA NOTES�
SHOWN ON THE PROJECT DRAWINGS FOR CATCH BASIN C,ONNECTO:R PI:PES
rl CASE I AND CASE 3
APPLY AT TH E INTERSECTION OF JH.E INSIDE WALL CIF THE MAIN LINE WITH
THE CONNECTOR PIPE CENTER LINE.
1. OUTSIDE DIAMETER OF THE CONNECTOR PIPE SHALL NOT BE GREATER
150 PLAN
tvq Ck 61 OC 4 VALUES FOR A S. C AND 0 SHALL BE SHOWN ON THE, PROJECT DRAWING:S. THAN 112 THE INSIDE DIAMETER Of' THE RCP MAIN LINE.
TO 75
SH: :WN ,N
V Z+ ELEVATION R AND ELEVATION SHALL. BE 0 O LY WHEN REWIRED PER
4 5 0 wwo NOTE 5. 2. INSIDE DIAMETER D OF THE CONNECTOR PIPE SHALL NOT BE GREATER
o-, Z !:z V foS OR *4 0 18*1 CMIP PIPE TO SURPACE OF THAN 600 Mm,(24*),
W Uj 01 CONCRETE
ot �e_ W 0 CC TIE 5,ARS 5. ELEVATIONS R AND S N SHO:WN ON THE PR( JECT DRAWINGS (,I. AND ROUND EDGES
LU EED NOT BE
t,� 0 -,t W CP E �AND F BARS CO.Nc� 3� THE MINIMUM OPENING INTO THE. EXISTING STORM DRAIN S14ALL BE THE
'4 fF THE INLET PIPE IS TO ENTEP THE MAIN LINE RADIALLY -
pipe
b. ELEVAT ION. R SHALL BE SHOWN ON THE. PROJECT DRAWINGS ONLY IF A OUTSIDE DIAMETER OF THE CONNECTING PIPE PLUS 30 mm (11,
TUS IS TO BE PROVIDED [N THE, MAIN LiNE FOR FUTURE C N T , N THE. CONCRETE BACKFILL SUPPORTING THE CONNECT
SEE NOTE,$ 0 N�.0 j-0 ING PIPE MAY BE
OF AN INLET PIPE. OMITTED IF THE PIPE IS LAID ON UNDISTUR13EEV EARTH TO STORM DRAIN
C, ELEVATION s, sHALL BE SHOWN ON THE PROJECT WAWINGS IF AN INLET WALL.
S TA� P tNT
NNECTOR PIPE TABLE OF PIPE IS TO ENTER TKIK CONC.
Ila SEE�NOTE 3 MAIN L4NE OTHER THAN RADfALLY. INLET PIPE ONNECTORS MAY
so mm, S H ALL BE� LAID ON A STRAkGHT GRADE FROM ELEVATION S TO THE PIPE 4. ALL CSP AND FITTINGS SHALL BE GALVANIZED. BAND C
... ...... . . VALUES FOR, T CATCH BASIN OR GRADE BIREAK IN LINF_ OF, 2 GAGES LIGHTER THAN THE PIPE, BUT WITH A MINIMUM CAGE Of 16.,
UNDISTURBED
SUPPORT PIPE ACROSS THEY SHALL BE CONNECTED AT THE ENDS BY ANGLES HAVING MINIMUM
L9.914
6. THE LNLET PIPE SHALL ENTER THE MAIN LINE:, !RADIALLY UNLESS OTH.rk.�WI[SE TRENCH WITH 264 C-14,Mptt DIMENSIONS OF 50 min x 50 mm x 5 mm (2*x2`x3/I6*) AND 140 frwn 115 1/20)
5 TA;;, PO IN T T T R THE MAIN LINE :OTHE T'HAR (450-C-2000) CONICAETE MINIMUM SEARING BOLTS.
i LATERAL INDICATED4. THE I Nk--E T P I PE MAY ENIE SACKFILL� SEE. NOTE 3 00/2
RADIALLY IF ANGLE A 15 GREATER THAN 450, IB IS LESS THAN OR.EOUAL TO SURFACE
SEE NOTE -A
600 mm (24*) AND THE O.UTSIOE DIAMETER OF THE INLET PIPE, J:S LESS THAN 5, WHEN JOINING A RCP CONNECTOR PIPE TO A CSP CONNECTOR PIPE. THE
PL AN �5 ID -.1 OTHERWISE. STANDARD PLAN 340 SHA
INSIDE DIAMETER D OF TH 5HALL: BE AT LEAST EQUAL TO BUT
46 0 n -A MM E CSP:
BE U$Eo�
t2r) 13 0 NO MORE THAN ONE OPENI.KG, 84JALL, BE MADE, I N ANY ONE St�CT104% OF PIP��. NOT MORE THAN 75 MM (3`1) GREATER THAN THAT OF THE RCP,
SPUR _IOM 0 450 mol 600 Won M41 140 (5 1/2'j
(43 OR� 64 0 f,8') 14 0 wo (t THE OPENING FOR THE BREAKOUT SHALL BE RECTANGULAR AND�CUT NORMAL, SECTION B B 6� CONNECTOR PIPES SHALL BE NOT MORE THAN 1,5 m (51) ABOVE THE INVERT,
'TIE SAR SEMON C 0
TO THE PIPE SURFACE. WITHOUT DAMAGING THE REI NFOR�C-1 NG :STEEL. THE R 4,J
MI) 7_131C_
R S 15 M-0. 1!50 ft -,M CASE 1 7, CONNECTOR PIPES SHALL ENTER MAIN LINE RCP RADIALLY.
Nr, S TEEL 2 5 170 TRANSVERSE REINFORCEMENT OF THE MAIN LINE SHALL BE CUT AT THE
104:0 6-) CC
SA
909 146-11 170 onm (6 w? CENTER OF THE OPENING AND SENT I.NTO THE TOP AND BOTTOM 5L. 48 S �O F PLAIN CONCRETE P1
PE 8� WHEN CONNECTING TO A RCS. STANDARD PLAN 333 SHALL BE USED IF
17,5'"M f3wil,18(irm t7-1 THE SPUR. 0 660 1241 MAX�. THE TOP OF THE CONNECTOR PIPE IS LESS THAN 300 mm (121) BELOW 7hese Record Documents have been prepared
nl�
THE SOFFIT OF THE ROB OR THE FLOW LIN , 'led on �information provided by others. The
E OF THE PIPE IS LESS
9, THE MAIN LINE SHALL BE REINFORCED WITH A CO AND
NCRETE CRADLE 100 mm (4* L
er - MIN THAN 330 mm (13*1 ABOVE THE FLOOR OF THE RCS AT THE INSIDE FACE. Desig Professional has not verified the accuracy
t-30 MM -TIE BARS ENCASEMENT(AS APPLICA81L0. A CONCRETE ENCASEMENT IS REQUIRED IF A
o H R E
I EOGES�' JOINT IN THE MAIN LINE F A.L LS WITHIN THE LIMITS FTEC ADL, THE VARIES TO SUIT and/oi completeness of this information and shall
EI_Ev� R CONCRETE ENCASEMENT SHALL. EXT I E ND 30,0 mm (12-) ABOVE THE: TOP OF THE CONDITIONS CASE 2
S
BARS 15M
E 60 �3-k, not b( responsible for any errors or omissions
X CLASS C MORTAR
49 8ARS MAIN LINE AND 70 THE LIMITS OF THE CRADLE,.
9. SADDLE CONNECTIONS SHALL BE USED WHIEN CONNECTING TO PIPES 525mm which may be incorporated herein as a result
IF CONNECTING, TO AN EXISTING STORM. CRAIN, PORTION OF CRADLE
i; /' A4 1211 OR LESS IN DIAMETER WITHOUT THE USE,
OPPOSITE INLET MAY BE OUITTED, OF JUNCTION STRUCTUR
ES
'--F- BARS 15M ir-5)
OR PRECAST YBRANCHES,
10- REINFORCiNG STEEL SHALL CONFORM TO ASTM A 615K, G�RADE, 300i. (AST�M
0 T5 QC A 6t5�
AND BE PLACED 40 rnm (,I I/ - 2*) CLEAP FROM CONCPETE SORFACE
iED -N
% CONCRETE CRADLE, GRADE 40). 10i TRIM OR CUT SADDLE TO FIT SNUGLY OVER THE OUTSIDE OF THE MAIN D �E
THE CONNECTING
zo$�C -14 UNLESS OTHEOWISE SHOWN.17 :BARS SHALL BE CARRIED TO A POINT NOT LESS PIPE SO ITS AXIS WILL BE ON THE LINE AND GRADE Of
SEE, NOTE 9 THAN ,j DIST ANCE FROM CENTER LINE WITH JX70/12 + 15Q rnm 200 MM PIPE,
k1
SECTION Z -Z 11 SECTION M -M 11. FLUOR OF THE SPUR :SHALL BE STEEL -TROWELED. TO THE SPRING LINE OF PLAN CASE 2 SECTION 11. THE OPENING INTO THE PIPE SHALL BE CUT AND TRIMMED TO FIT THE
THE SPUR. SADDLE 50 THAT NO PART WILL PROJECT WITHIN THE BORE OP THE
SADDLE UUNNECTION SADDLE PIPE.
12- DfMENSfONS SHOWN ON THI:S PLAN FOR METRI.C. AND ENGLOSH UNITS A RE NO T
EXACI.T.EOUAL VALUES, IF METRIC VALUES ARE USED. ALL VALUE I S I USED FOR IZ. THE CONNECTOR PIPE SHALL BE SUPPORTED AS SHOWN IN CASE I AND
CON�STRUCTION SHALL., BE METRIC VALUES. EXCEPT RE] FORCI:N:G� BAKS SIZES IN CASE 3
AM.ERICAN PUBLIC WORKS ASSOCIATtON - SOUTHERN CALIFORNIA, CHAPTER
0-40MM%A7tP BY THE $TANDARD PtAN
PuBuQ Wopars STAPOARM INC1. JUNCTION STRUCTURE - PIPE TO PIPE INLET METRIC
afleff000K�t,64ftrma, 10 > 600 MM:(M) 014.01) > 1/2 MAIN UNE ID 331-2
WV_ 419" �SEWiTH �StAN �DARV S�FECWIC�ATIO�S'FOR PUBLIC WORKS C S"EET I OF 2
CONSTRUCTION
0
STMDARD "N
METAIC
335 7 1
SWET 3 OF 5
PLANS PREPARED FOR
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS
CENTERSTONE DEVELOPMENT COMPANY
-
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
Attn: HAL WOODS
Ml�
APPROVAL SHOWN HEREON AND CARRIED FORTH IN A
8253 Sierra Avenue
DIAL
DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE
3500-B WEST LAKE CENTER DRIVE
TWO WORKING
BEFORE DAYS BEFORE
REVISIONS TO THE PLANS TO BRING THEM INTO
CONFORMANCE WITH CONDITIONS AND STANDARDS
SANTA ANA, CALIFORNIA 92704
YOU - DIG - Y rul 1.1 nu I G
IN EFFECT.
(714) 437-0800
I TOLL FREE '"Mm" 1-800-227-2600
JA PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
RENISIONS Enginee
No. Annrnvci
:4 14 zm
W77,37RITT 1r1T,_=Z;,T
Date: BENCHMARK
CALTRANS BENCHMARK NO. 8-17
BRASS CAP IN CONCRETE S.C.E. TOWER LEG.
343' N/0 HIGHLAND AVE., 0.2 MI. W/O SAN
SEVAINE RD., IN SOUTH CONCRETE BASE OF
S.C.E. TOWER 19.5; 2.65 MI. W. ALONG
HIGHLAND AVE. FROM SIERRA AVE.
ELEVA-1`1014: 1428.6090
AMERICAN PUBLIC WORKS � ASSOCIATION -SOUTHERN CALIFORNIA C 14APTER
STMDARD "N
METAIC
335 7 1
SWET 3 OF 5
PIPE CONNECTIONS TO XISTING
STORM DRAINS
Prepared By:
ESS A
ALLARD ENGINEERING
Filename: M:\DWG\17901\STREETS\TR15961\15961-DET11.DWG
Prepared By:
ESS A
ALLARD ENGINEERING
STREET IMPROVEMENT PLANS
I?
S 11,qAj
Civil Engineering - Land Surveyffig Lmd Plaming
-
8253 Sierra Avenue
Drawn By:
TRACT NO. 15M
Scale:
L3 rn
Fontana, California 92335 L3 No. 43976 m
W
La ;a
(19) 356-1815 Fax (909) 356-1795 0�1_ Exp. 6/30/05
WF
DETAIL SHEET
NTS
Designed By:
Date:
%P 1
C1V1\_
JR
ANDARDS
A.R.W.A. ST
Ma , 2002
y
David S. Ha=er, R.C.E. 43976 Date CALII�
(expires 6/30/2005)
Checked By,
e_,
f-ZE1 D H
Approve 01,.Dwg-
CITY ENGINEER
No-
2N7
R.C.E. 51152
Filename: M:\DWG\17901\STREETS\TR15961\15961-DET11.DWG