HomeMy WebLinkAbout15-002 LEGEND AND ABBREVIATIONS
TRACT BOUNDARf
R/W RAW R/W CIL -------
16' 112',(R.O.W. I 16' L5' 3' 15' 3' RIGHT OF WAY PAD=XXXX PAD ELEVATION
LANDSCAPE[ NO PARKA ALLOWED I LANDSCAPE ( FS FS-PAVEMENT SECTION LOT LINE
LOT [6' 10' 33' T T 33' 10' 6' LOT T FS-PAVEMENT SECTION 5S LOT NUMBER
SW PW MEDIAN PW SW PROF. PAVEMENT FINISH SURFACE(ES) FG ���� TOP&TOE Of SLOPE - „ DAYLIGHT LINE
14.5, SECTION PROP. 16" PAVEMENT FINISH SURFACE FS 2%
PER GRADING PLAN SECTION
[ [ 04 I1"C.F. 11 5 8"C.F. PER GRADING PLAN -R----R- RIDGE LINE SHEEP FLOW RATE
I [ 24"GUTT R C -- GRADED SWALE
-- --- CUT AND FILL LINE
FS LEV F - STREET CENTERUNE
PAD i PER PAD
Zg-MIN.
PER PLAN I 2%MIN. PER PLAN -'' -1250- PROPOSED CONTOUR - -
..,,_a
-, SWALE HIGH POIN
T
2% TO 2% -1250 EXISTING CONTOUR -.-...- FLOWLINE
3.5" -t EXISTING POWER POLE 18 CONSTRUCTION NOTE
CUT SECTION CUT SECTION
_ � EXIST.2' DIA.
DETAIL "A" - - DETAIL "A" MW MONITORINGABANDON IN PLACE(TYP.) GRAVEL CHECK DAM
i �- --EXIS17NG� DETAIL "B" ROUGH GRADE - TC TOP OF CURB 0.'700 GRAVEL BAG ROW
GROUND UNE DETAIL "A" DETAIL "B"
FL FLOWLINE ELEV.
NOT TO SCALE NOT TO SCALE TG TOP --F GRATE FUTURE STORM DRAIN
DIAMOND DRIVE GB GRADE BREAK 41 PER SEPARATE PLANS
SCALE: HORIZ: 1"=20' FG FINISH GRADE PROPOSED STORM DRAIN
NOTES: VERT 1"-4 LP LOW POINT
NOTES : - _ PER STREET IMPROVEMENT PLANS
HP HIGH POINT
1. 5.5"AC/6"AB(MIN) INV. INVERT OF PIPE
2. 8"TYPE A-8 CURB PER STD.NO.201 COUNTY OF RIVERSIDE 1. Construct the length of each reach so that the change in base elevation CONSTRUCTION NOTES ESTIMATE OF OUANTffIES
J. 8"TYPE D CURB PER STD.NO.204 COUNTY OF RIVERSIDE(MEDIAN) along the reach does not exceed 1/3 the height of the linear barrier, in n0
J. LANDSCAPE MEDIAN PER SID.NO. 110 CITY OF LAKE ELSINORE case shall the reach length exceed 500'. ROUGH GRADING
4. STREET SECTION TO BE VERIFIED BY SOILS ENGINEER
2. The last 8'-0" of fence shall be turned up slope. Ot -CONSTRUCT STREET UNDERCUT PER STREET SECTION ON SHEEP 2 1 LS.
2O--CONSTRUCT RIP RAP PAD PER DETAIL ON SHEET 2 Z600 S.F.
J. Stake dimensions are nominal O3 -CONSTRUCT DOWN DRAIN PER DETAIL ON SHEET 2 32 L.F.
LEGEND 4. Dimension may vary to fit field condition. a-ADJUST TO GRADE-EXISTING WATER APPURTENANCE 5 EA.
Max reach=500'(see note 1) 5. Stakes shall be spaced at 8'-0'maximum and shall be positioned on
Tamped backfill downstream side of fence. p ER CONTROL
Slope direction 23 INSTALL GRAVEL BAG ROW PER DETAIL ON SHEET 6 1,350 L.F.
Optional maintenance 6. Stakes to overlap and-fence fabric to fold around each stake one full turn. 24 INSTALL FUTURE CATCH BASIN INLET PROTECTION PER CASWA SE-10 AND DETAIL ON SHEET 6 4 EA.
opening detail Direction of flow Secure fabric to stake with 4 staples. TO BE INSTALLED DURING CONSTRUCTION OF STORM DRAIN IMPROVEMENTS
Cross barrier 8' 25 CONSTRUCT GRAVEL CONSTRUCTION ENTRANCE PER DETAIL ON SHEET 6 1 EA
(See note 10) Wood stake 7. Stakes shall be driven tightly together to prevent potential flow-through of
Fabric Fabric sediment at joint. The tops of stakes shall be secured with wire. INSTALL HYDSILT FENCE
R SLOPES 27Q000 S.F.
27 INSTALL SILT FENCE PER DETAIL ON SHEET 2 1,700 L.F.
8. For end stake fence fabric shall be folded around two stakes one full turn PLACE RIP RAP PER
CALTRANS METHOD B LIGHT CLASS
and secured with 4 staples. V-DITCH OR PIPE R OTHERWISE NOTED ON PLAN
9. Minimum 4 staples per stake. Dimensions shown are typical. S.
10. Cross barriers shall be a minimum of 1/3 and a maximum of 1/2 the O O O O
Toe of slope � Grass barrier height of the linear barrier. ,0 0 n0 n0�0 0 M
1} PLAN Nl 11. Maintenance openings shall be constructed in a manner to ensure sediment .111- - - .. ..
of remains behind silt fence. GEOTEXTILE FILTER FABRIC PER
v SECTION A-A O.C.E.M.A. STD. 1808
SILT FENCE 12.1 Joining section shall be not to placed at sump locations. PLACE RIP RAP PER
End detail CALTRANS METHOD 8 LIGHT CLASS
NOT TO SCALE 13. Sandbag rows and layers shall be offset to eliminate gaps. OR OTHERWISE NOTED ON PLAN
Sandbags Silt fence Q
Silt fence
TXT WOOD STAKE
v� a
See note 10 Fabric End stake O 0
C C Toe of slope (See note 2) O 0 a
O 00� oOo
SECTION C-C ;� ilt fence 4" 3-0 4° �Q Q
x 6 - W 1.4 x W 1.4 W.W.
CROSS BARRIER DETAIL 6" " PER PLAN
T + OPTIONAL /+ LIGHT CLASS RIP-RAP PAD DETAIL
Setback varies DETAIL A �a NOT TO SCALE
(See notes 4) Fabric section 8
Stake B (See notes 6,7& 12) LEGEND END DETAIL DOWN DRAIN ANCHOR-I
Tamped backfill SILT FENCE DETAIL
TXT Wood stake Stake A P 1.
Fabric (See notes 3&5) - Slope direction NOT TO SCALE
i+-
^�'- Direction of flow ''��`{-�'P'
Toe of pe Fabric section A
Slope (See notes 6,7& 12) ry�'L i^ X 12" BEN
See detail A fa Stake Stake' /� 2 ic F• + #4 BARS
JOINING SECTION DETAIL #a BARS---- 1 +
(TOP VIEW) 112' $' NOTES: SECTION X-X
TXT Wood stake w
(See note 3) 45 1. CONCRETE SHALL HAVE A MINIMUM ULTIMATE STRENGTH AT 28 DAYS OF 2500 p.s.i.
Fabric 1/16° End stake CONCRETE MAY BE PNEUMATICALLY PLACED AND SHALL CONFORM TO SECTION 2621 F.L. + "
( ) diameter Tce of Slope OF THE UNIFORM BUILDING CODE. / g••
6" See notes 8
+ U
1/2" 2. REINFORCING SHALL BE 6"x 6" - IN1.4 x IN 1.4 WELDED WIRE MESH (W.W.MJ OR APPROVED DOWN DRAIN ANCHOR
andbags(2-layers height) EQUAL. + CONTRUCTED EVERY 10'
End stake IN VERTICAL HEIGHT AND
SEC ION A-A END STAKE DETAIL 3. GROUND SHALL BE PRE-WETTED TO THE SATISFACTION AT TOP & TOE OF DOWN
OF THE CITY ENGINEER PRIOR TO PLACEMENT OF - 8" DRAIN.
(TOP VIEW) OPTIONAL MAINTENANCE OPENING DETAIL CONCRETE. MOISTURE LOSS RETARDENT SHALL
STAPLE DETAIL (SEE NOTE 11) BE USED WHEN REQUIRED BY CITY ENGINEER. DOWN DRAIN
(SEE NOTE 9) r))�b 3� 1�iZq i Iy DOWNNDRAIIN DETAILOT TO SCALE
X
REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: // WILSON MIKAMI CITY OF LAKE ELSINORE
- ENGINEERING GEOLOGIST: SOILS ENGINEER: OWNER M
(No.
OTESSISOILWORKS, INC. SOILWORKS, INC. McMILLIN SUMMERLY, LLC r r,� - / � CORPORATIONDETAILS SHEET SHEET 2
SCOTT M.WILSON DATE DATE: 3 PETERS CANYON T: 949-679-0090EARTH SCIENCES GROUP EARTH SCIENCES GROUP 2750 WOMBLE ROAD, SUITE 200 RCE NO.49884 EXP. 9-30-16 F: 949-679-0091 OF 6
350 FISCHER AVENUE 350 FISCHER AVENUE SAN DIEGO, CA 92106 498 44 A THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE IRVIINE�CA 92606 DIAMOND DRIVE DDA PHASE DCOSTA MESA, CA 92626 COSTA MESA, CA 92626 T(619) 794-1252s/30v1° APPROPRIATE CONDITIONS OF DEVELOPMENT AND OR CITY AND CHMARKMARK DESCRIPTION BY APPR. DALE c[va �P STATE LAWS,AND A PERMIT CAN BE ISSUED. RNERSEC BENCHMARK N0.SM E-3AND.ELEV. TRAI 29. BRASS DISC IN CDNCREIE POS1 72'NORTH OFTRACT NO. 31920-1 FILE NO.
PH: 714 668-5600 PH: 714-668-5600 F(619) 336-3010 R CkUF z INTERSECT ON OF COR Wr STREET AND MISSION TRAIL 2Y EAST OF THE CENTERLINE OF MISSION TRAIL
DESIGNED BY: WMC DRAWN BY: WIAC �L 1 S BASIS OF BEARING. ROUGH GRADING I S-OoZ.
WWW.SOIIWOrkSInC.COm CENTERLINE OF CEREAL STREET,BEING N5T52'48W,BETWEEN MONUMENTS 3 AND 4,BEING THE CENTERLINE
CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON WALTER E.ALLISON RCE 5448,CITY ENGINEER INTERSECTIONS OF CEREAL STREET AND STONEMAN STREET AND CEREAL STREET AND CORYDON STR&