HomeMy WebLinkAbout629-15 / � �c s1" ESTIMATE OF GRADING STRUCTURE QUANTITIESEROSIONCONTRO N[1XM CITYOF
LAKE ELSINORE, / ;� /" NO DESCRIPAON QUANTITY UNIT
A,IN CASE OF EMRGENCY,CALL JIM LOTT / 1D,JBO LF
PERSON)A7 jgog)47g-gBOT (RESPONSIBLE !dA / / / A CONSTRUCT STREET SANDBA69NO PER DETAIL HEREON fg EA.
(24-HOUR PHONE NUMBER) EROS Ej. ®� / HIGHWAY 74 "";..(�i- „(,� B CONSTRUCT CHEdCOAM PER DETAIL HEREON
B.THE LAND SIGNED CIVIL ENGINEER WILL REVIEW PLACEMENT OF EROSION CONTROL AND �1�' E/f-j� / EDGE OF P ` `
INSURE K 1 ACCORDANCE WITH THE APPROVED PLAN "
` 4 EA.
/,,. ��V 1+1.J C CONSTRUCT STABILIZED CONSTRUC71ON ENTRANCE PER DETAIL HEREON 5,5PG LF.
/ S ^�•^[• ss D CONSTRUCT SILT FENCE PER DETAIL HEREON
(RCE N0.) (EXP) (DATE) / �r ,. "t87 .. 1� f.alo.fa S.F.
RAIL' � M@. 2540791 1B6 HttMOSEID SLOE
(SI RE)
C.A TANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING _ �j
THE RAINY SEASON,OCTOBER 15 THROUGH APRIL 15.NECESSARY MATERIALS SHALL BE
AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACIUTATE RAPID \ 1(7HWAY%S4 C �� 185
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CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL A, �' 8 184 'q
MEASURES WHEN RAIN IS IMMINENT. .» - f9] 9
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D.EROSION CONTROL DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL � ^� ,„,., � 9 9 9 '' 183
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OF THE CITY ENGINEER. NEmrlc 2 /f� I Lc�
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E.THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE POSTED ON THE SITE TO PREVENT STAKE 11 �.,' g T $ m
PUBLIC TRESPASS INTO AREAS WHERE WATER IS IMPOUNDED WHENEVER THE DEPTH EXCEEDS FILTER FABRIC 1jt<� 1" / / , , ,rTWO FEET OR CREATES A HAZARDOUS CONDITION. WAS -roE-IHIOHW� 8 D
TRACT °l o .0 2 If
' I TYPICAL SANDBAG DETAIL I G)
SPECIAL EROSION CONTROL NOTES' HEAVY DUTY �\ { p 1 1 ; 17 1G8 ( E I z
REINFORCING '•"'""""'� + 1 e I SECTION 'D"—'D�� i
D 0 1 P7 T 1g7 ` Va NOT rU SCALE
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1.TEMPORARY SOIL STABILIZATION MEASURES INSTALLED ON GRADED SLOPES EXCEEDING A 3 TO 1 DOUBLE SRCH '-) 'a1°i"'�RATION AND/OR 10 FEET IN HEIGHT. b•, „J1 1 t7 1,7i
2.DESILTING FACILITIES AT ALL DRAINAGE INLETS FOR THE GRADED SITE,DESIGNED FORA _ ••••v-'�!' •;.'-„ '•r••X�• ' op
25-YEAR 6-HOUR STORM INTENSITY. THEY MUST BE DETAILED ON THE PLANS.DESIGN AND
SPECIFIC RECOMMENDATIONS SHALL BE SUBMITTED FOR THE FOLLOWING: � ,. '• � {,
165
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A.DESALTING BASIN VOLUME BASED ON GRADIENT AND NATURE OF SOILS.
B.THE REAL EXTENT OF ALL GRADED AREAS AND IDENTIFICATIONS OF ANY TEMPORARY SOILS
6
STABILIZATION MEASURES. _- c' / 16015 �, 1; I 112 INTERVAL PER SANDBAG 112 INTERVAL PER SANDBAG
BAG
,SIZE OF DESILTING BASIN OUTLET PIPE AND OVERFLOW. m - - +"1` L 40_ / J' °J ' I SPACING TABLE SPACING TABLE
PoLYPRFABRICE d''••w / i'
D.DIKE REQUIREMENTS.MINIMUM WALL NOTCH,SLOPE OF WALLS,PERCENT COMPACTION,ETC. - - flUER FABRIC ��a,�„J4�• � �I/ `/ 33 •• 2T8.•' u klC ,• '"�151 ,„/ CRIVERSI
4.PLACEMENT OF DEVICES TO REDUCE EROSION DAMAGE WITHIN THE TRACT MUST BE SHOWN ON HARDWOOD
THE PLAN. vi .. 23 2 12 141 Y53.54 5.515 a RIGHT-OF-WAY
)> 3 12 LAKE ELSINORE
5.OUTLET CONDITIONS FROM THE DESILTING BASIN SHALL NOT EXCEED DOWNSTREAM LINATIONS. ! ;+!-7 "�-
SILT FENCE DETAIL n . ,
n _ ACE
/MBHWAY 74 2 0 13 is 138 17• CURB F
6.THE PRMITTEE SHALL KEEP A STANDBY CREW FOR EMERGENCY WORK AVAILABLE AT ALL NOT TO SCALE �- `\
TIMES DURING THE RAINY SEASON.NECESSARY MATERIALS SHALL BE AVAILABLE ON-SITE AND F: ^•^ {I / 223 $ , ro ' �- g, �•'•' •;;r,,
STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY' $'"; it 3 ' 0 `%]27 ° I / I SANE RAGS TYP SANDBAG TYP
/ N..,.... 9� T28 } / / STREET CENTERLINE DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. '�Y-; 23 ', Q , ��/ I PER EC770N D-D PER ECTION D-D
C _
EG A 23 5 .5 S �' 0 13,.13) ' /
7.DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE DIRECTOR OF OS DIRECTION OF
PUBLIC SERVICES OR,IN AN EMERGENCY,BY THE PERSON RESPONSIBLE FOR GRADING OPERATIONS. _ SO 0 •- $ t 3' j I STREET FLOW
/ - 21- 0 94i 111t
B.ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH \ ""' 7// 4 48 -•- 120\ ., '\ 93 97 91 90 gg //� 7
WORKING DAY WHEN THE FIVE-DAY RAIN PROBABILITY FORECAST EXCEEDS 40 PERCENT. s 243 247 19 1 1 T 1 ,r 8 87 I CURB FACE
FORECASTS SHALL BE RECEIVED FROM BROADCASTS PROVIDED BY THE UNITED STATES WEATHER -
SERVICE. RIGHT-OF-WAY
9.AFAFTERA RAINSTORM,ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERNS AND 4 r 1 T3 74 35 \�- ` 1, _ C3
DESALTING BASINS AND THE BASINS PUMPED DRY.ANY GRADED SLOPE SURFACE PROTECTION t 24fi.. 2-- '' 1 f �7 4,••c } i
/ ".. .
' 1 INTERVAL PER SANDBAG SPACING TABLE
- _ D MEASURES DAMAGED DURING RAINSTORM SHALL ALSO BE IMMEDIATELY REPAIRED.FAILURE TO 1/ ,y.._„
PROVIDE EFFECTIVE MAINTENANCE MAY RESULT IN PENALTIES.
10.FILL SLOPE AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF THE SLOPE AT .- „T"••.�,;;. ,:- :. ,,..y .. '� I
THE CONCLUSION OF EACH WORKING DAY. 4 .00
0 100 200 400 600 800 Y/ �\ '•`" :% ETAS HT ' \� 6 ' S6 S4 i:,S7 \-; "//,,.•,' SPACING OFROWS OFSANDS40S z
11.AT LEAST ONE GUARD SHALL BE POSTED ON THE SITE WHENEVER THE DEPTH OF WATER IN - / T x '/ \ 7 $4/ 13 4"33 ' ' S_OPE of STREET PAVED STREET UNPAVED STREET C
ANY DEVICE EXCEEDS EIGHTEEN INCHES.ADDITIONAL GUARDS MAY BE REQUIRED AS DEEMED SCALE: 1'= 200' i
. ,'� f, MEONT....... .55 >!I 40,39 _ 19 8x ro BxE 50' 74,- 1•H M"HIGH MIN. m
St 7S Y
NECESSARY BY THE DIRECTOR OF PUBLIC SERVICES. / L 9 f I J Z
12.AFTER A RAINSTORM,ALL SILT AND DEBRIS SHALL BE REMOVED FROM PUBLIC DRAINS AND ,a / 0 - D ! 5_.0*TO 4x ppo�- 1 HIGH MIN 50,' li L�(rrj'
PIPES,AND FROM DRAINS AND PIPES OF ADJACENT PROPERTIES. / } �•..�L yj. "' ! 1 ""' I 5�241 27- 8`2 0 1•.32 I 3.9x OF LESS is0' 100, n
UNPAVED STREET SANDBAGGING DETA/Ln
.. •. _ N17T TO SCALE
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SAS. � � 4 32 `
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AY C/L y /_. r 15 8
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{ �, '✓ I ..c.•,•,�,•`\...... ...✓ ...,.. �/ \. , i�C� J'MIN.OPENING BETWEEN
i ","� /�. ...\ v� ' .."'•�%
50'MIN. BAGS ON TOP ROW� .r`»',' i ,....�( i ''
8'MIN PUBLIC RIGHT-OF-WAY J ' �'r"`^-,„„ •r '1� }`......•• I,\
\ 1
EXISTING GROUND PROFILE �� -�,�"`"':" l £ } J/ ' R «: 1 /\\•� \ I//`
PROV
IDE APP
ROPRIATE TRANSITION
f BETWEEN STABILIZED CONSTRUCTION I �"'`'•-""• � i �� � � � "`Y / I,` • N'°",
ENTRANCE&PUBLIC RIGHT-OF-WAY D.
50'MIN. I ,.._,Cv/T ' •''�• '� ,..✓,'„ /. J I M' J.e'K D.
�,^ i f / ENGINEER'S NOTES AND LEGEND p
PUBLIC T \ .,\ _,. '� ••' .._••..� „ I I •f0000• INDICATES GRAVEL FILLED SANDBAGS
EXISTING GROUND WA / / `I
RIGHT-OF- Y .'/ INDICATES SILT FENCE CHECKDAM'DETA_ IL _'
E �) ? 1 .. ,i^"" j • INDICATES DIRECTION OF FLOW NOT To SCALE ,i z/ FLOW 0)
& PLAN ,tr� �' .,.�. �/ ,�._ Q. �� J///' �, J ' S \ c.,\\ y / INDICATES STABILIZED CONSTRUCTION ENTRANCE it fD C
Hp
n STABILIZED CONSTTTUCTION ENTRANCE SPECIFICATIONS . "v _^ LP INDICATES LOW POINTI WDID#8 33C314926 it Z m
�EE I. THE MATERIAL FOR CONSTRUC770N OF THE PAD SHALL BE 2 TO J INCH STONE. �-�,
S Z. THE THICKNESS OF THE PAD SHALL NOT BE LESS THAN B INCHES. I '" �, � .+"I' -,--• ""''"""'` i � '-••� ,.,^ HYDROSEEDED SLOPES
3 THE WIDTH OF THE PAD SHALL NOT BE LESS THAN THE FULL WIDTH OF ALL - "' i
POINTS OF INGRESS OR EGRESS. 0 «�-y > •-• •'� N T~ ,.� 1 i \� '°" \ - / / 1. ALL SLOPES TO BE PROTECTED FROM EROSION BY HYDRO-MULCH INDEX OF SHEETS:
4. THE LENGTH OF THE PAD SHALL BE AS REQUIRED, BUT NOT LESS IIIAN 50 FEET. I , }.s i. �• , / I CIITY FIX K SPECIFIED ar DEVELOPER AND APPROVED BY THE
' Fi ...../ ,,. u•«"' DESCRIPTION
,' SHT.N0.
�`""�• •' / `/ AND MAY B REQUIRED EINN� ICE URAGED OVER PCULNLY 5 1 TITLE SHEET
2 TITLE SHEET BOUNDARY MAP
DBAGS
STABILIZED CONSTRUCTION ENTRANCE
TO SEDIMENT DEPOSmON. 3 DETAIL SHEET INDEX MAP
NOT TO SCALE r 7 rT ( ^ _ �+.''_"_' .''',i j'',..•••• •,/ 4-14 ROUGH GRADING PLAN PLAN SHEET a
a . yi'"�• INDEX MAP oN STANDARD. PROVEDAILS EROSIONWN HEREON SHALL CONTROL PLAN; BE USED AS SHOWN 16-17 EROSION CONTROL EROSION CONTROL PLAN &DETAIL SHEET PLAN SHEET DEX MAP&DETAIL SHEET N
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WGA - ERT
3' UHUNSA IRVINE,ANSCOCIATES 1G PREPARED BY: PREPARED BY: CRY L M�NI01! 1�7USC AND GS BENCH MARK DISK IN CONCRETE ,/ 1���1�1,a ��µ��y�
MONUMENT STAMPED D 307 1935,IS 38 FT WEST fPofesslo4, UL R.Hu Q -`f I�vYE::rE e?ju)•Ril mm '
OF CENTERUNE CALIFORNIA HIGHWAY 74,33 FT o HuDotssk PAUL R.H UESTON,JR.R.C.E,58020 EXP.6/30/o6 DATE INLAND EMPIRE REGION
:' a ro f zaoo aDCA STREET,SUITE A-15 MA� + al � of
DIAL TWO YPoRIONO SOUTH OF POWER POLE 19319 CWT. �3• Z� RIVERSIDE CA 92504 (909)352-7200
$ BEFORE DAYS BEFORE HEIGHT OF UGHT ABOVE STATION MARK 1 METER. ,-�,E No.58020 1f A TFIESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PLANNING/ENONEERWG/SURVEYING/GOVERNMENT RELATIONS EROSION CONTROL PLAN
YOU DIG 1 .YOU DIG �'s/b/� ° THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR SHEETS
z TOLL FREE A- �- ELEV.1425.76 NAVD 88,HWY ELEV.1423.31 NGVD 29 INDEX & DETAIL SHEET
MARK DESCRIPTION BY APPR. DATE V}. SCALE: AS SHOWN PREPARED FOR: "r
sr� CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. CENTEX HOMES
i5& NOTE. THE WR77CAL DA7UM FOR THE ROUTE 74 'e VIV fk� w.o. FOR:
A PUBLIC SERVICE BY PRO�CT IS 2.45 FEET LOWER THAN THE VERTICAL DESIGNED BY: MATIHEW BUSCH DRAWN BY: MATTHEW BUSCH a CA1.ff __/ ,, Q /f _ 2280 WARDLOW CIRCLE, SUITE 150 F.B. FILE N0. p
UNDERGROUND SERVICE ALERT ]"� CORONA. CA 92880-2896 pglg-2547g CEN TEX HOMES 9' 71
DATUM FOR 1/fE 7RACTlMPROAEMENT PROJECT. CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: MATTHEW BUSCH •..�— DATE: JULY 2003 [P a.
KEN A SEUMALO CITY ENGINEER RCE 56915 909) 279-4000 ?
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