HomeMy WebLinkAboutTR31920-1 pg.2 R/B c/1 TRACT BLEDGEEND ARY AND ABBREVIATIONS
RIMY R/W ( 1.5' 3' 1.5' J' ------- RIGHT OF WAY PAD=XXXX PAD ELEVATION
16' 112' R.O.W. I IFS LOT LINE 55 LOT NUMBER
FS-PAVEMENT SECTION FS-PAVEMENT SECTION
LANDSCAPE I NO PARK/ ALLOWED 1
I PAVEMENT FINISH SURFACE FS 18 qV FINISH SURFACE FS y Y_� TOP&TOE OF SLOPE - Yy DAYLIGHT LINE
LOi T 6' 10' 33' T T 33' f0' 6'T PROP• 14.5" SECTION PROP. SECTON i
SW PW MEDIAN PW SW 0.4' C'F 11. PER GRADING PLAN 8"C.F. PER GRADING PLAN
T I 24"GUTT R -R---R- RIDGE LINE 2% SHEEr FLOW RATE
I =- = C GRADED SWALE
F.S. ' I YxSrlbrl�iS�xcaS.8:5 - �-- --- CUT AND FILL DIVE
I,,. F — - STREET CENTERDNE
PAD 2Z MIN. i PER LEV. 1 —1250— PROPOSED CONTOUR - -
PER PLAN I - SWALE HIGH POINT
%MIN 2%
DUST.PARK SITE 5" 3.5" —1250— EXISTING CONTOUR ----—. FLOWLINE
? 2% ___ ___ 29 . i 11.5" .-
CUT SECTION CUT SECTION -�- EXISTING POWER POLE 18 CONSTRUCTION NOTE
EXIST.Y DIA
DETAIL "A" R �_ - - - DETAIL "A" AMONITORING PEE(TYP.) ® GRAVEL CHECK DAM
— �r DETAIL "A" DETAIL "Ba TC TOP OF CURB ��' GRAVEL BAG ROW
� ExisTNG DETAIL "B° ROUGH GRADE
GROUND LINE NOT TO SCALE NOT TO SCALE
FL FLOWLINE ELEV.
TG TOP OF GRATE FUTURE STORM DRAIN
PER SEPARATE PLANS
DIAMOND DRIVE GB GRADE BREAK
SCALE: HORIZ �VERT.: 1 =4' PLACE RIP RAP PER 0 #4 REBAR FG FINISH GRADE
PROPOSED STORM DRAIN
NOTES f LP LOW POINT PER STREET IMPROVEMENT PLANS
:
WELDED V-DITCH OR PIPE ALTRANS METHOD B LIGHT CLASS HP HIGH POINT
1. 5.5-AC/6"AB(MIN.) TYR INV. INVERT OF PIPE
2. 8'TYPE A-8 CURB PER STD.NO.201 COUNTY OF RIVERSIDE
3. a TYPE D CURB PER STD.N0.204 COUNTY OF RIVERSIDE(MEDAN) _ -
3. LANDSCAPE MEDIAN PER SID.NO. 110 CITY OF LAKE ELSINORE ~
4. STREET SECTION TO BE VERIFIED BY SOILS ENGINEER OD DO O i
):' x Z' STEEL STRAP n CONSTRUCTION NOTES ESTIMATE OF QUANTITIES
WITH �V x 6" BOLT Ll- - = - =
-I I I- - T - " ROUGH GRADING
GRATE ASSEMBLY SECTION A-A OCEMA.STD FILTER PER
Edge of ra�eatent ai -CONSTRUCT STREET UNDERCUT PER STREET SECTION ON SHEET 2 1 LS.
Flow-rt-- ALTRAI METHOD B LIGHT CLASS
PLACE RP RAP PER
---Flow C 2�-REMOVE 0STING RIP RAP WITHIN GRADING LIMBS 1 LS.
ADJACENT SEE DETAIL ABOVE do--CONSTRUCT 24'CMP RISER PER C4S34 SE-2 AND DETAIL ON SHEET 2 1 EA
FINISH GRADE
Inlet -� o 4—INSTALL 12'PVC DRAIN PIPE 210 L.F.
1-'�" DIM. HOLES O 5O-CONSTRUCT 5'XIO'RIP RAP PAD PER DETAIL ON SHEET 2 50 S.F.
CMP RISER 12' O.C. VERTICAL O� 6 -CONSTRUCT DOWN DRAIN PER DETAIL ON SHEET 2 40 L.F.
\ SIZE PER PLAN AND STAGGERED 0 O
4 HOLES PER ROW
TG ELEV O g A EROSION CONTROL
Spillway,1-bog high Sand boa �9 PER 2' MIN
PLAN / �DOO INSTALL GRAVEL B4G ROW ON UNPAVED STREET PER DETAIL ON SHEET 2 2,220 L.F.
2-bogs high t . 23 ENC6SE RISER WITH ^ 24 INSTALL FUTURE CATCH BASIN INLET PROTECTION PER CASQA SE-10 AND DETAIL ON SHEET 2 4 EA
\ TANDARD GALVANIZED 12" 3 z-Y• MIN. DIA GRAVEL JACKET (�JJ QO 25 CONSTRUCT GRAVEL CONSTRUCTION ENTRANCE PER DETAIL ON SHEET 2 1 EA
TYPICAL PROTECTION FOR INLET ON SUMP 1 3:1 SIDE SLOPE, 2' MIN.
CONNECTION BAND HEIGHT. 28 INSTALL HYDROMULCH ON SLOPES 25,700 S.F.
Edge of pavement 12" MIN 27 INSTALL FIBER ROLL CHECK DAM PER CASCQA SE-5 1,020 LF.
Intet `_ ro I_ ., PER PLAN
7,
PVC SIZE_ • STD. CSP �3" G NITE
PER PLAN .+ TEE B" 6"x6 w1.4/ LIGHT CLASS RIP—RAP PAD DETAIL
I-----Flow -C---t-Flow FLOW '. N' 1.4 W.W.M. NOT TO SCALE
YP.
Spillway,1-beg high INVERT PER PLAN
sandbags .,!
2-bogs high CONCRETE COLLAR ''•�'+' d.
SET TEE SECTION IN WET a
CONCRETE FOOTING &
TROWEL INSIDE TO DRAIN
ANCHOR BLOCK MIN. 5 SACK C.Y.
CONCRETE OR METHOD APPR VED 4" 31 4"
BY BUILDING OFFICIAL �Ij
6"x 6" - IN1.1.4 x W 1.4 W.W. .
GRADING NOTE: CONTRACTOR TO GRADE IMMEDIATE AREA AROUND RISER
A MINIMUM OF 18" BELOW TOP OF GRATE AND ADJACENT FINISH GRADE. '''
TYPICAL PROTECTION FOR INLET ON GRADE + OPTIONAL
NOTES: CMP RISER DETAIL
1.Tateaaea tm short-term sae. T
2. Use Io Inhibit non-storm water flow. NOT TO SCALE +
a. Albw,ror proper maintenance and cleanup. CASQA SE-2 SEDIMENT BASIN DOWN DRAIN ANCHOR /
4, B.S.moat be removed after adjacent operation is completed •;Fr, .i ?5+'wi: �C
5. Not applicable in areas with high Silts and cloys without filter fabric. �YSy4%%��"� C�;X X 12" BEN 1,
F. + #4 BARS
2
DRAIN INLET PROTECTION
NOT TO SCALE
CASQA SE-10 DRAIN INLET PROTECTION -TYPE 3
/ #4 BARS
1'' F.L.
R20' NOTES: SECTION X-X / 6
Sv�pa 1. CONCRETE SHALL HAVE A MINIMUM ULTIMATE STRENGTH AT 28 DAYS OF 2500 p.s.i. + + CONTRUCTDOWN FD EVERYO0' h U
GRAVEL BAG(i WIDE x 2 HIGH) �µµ� RO CONCRETE MAY BE PNEUMATICALLY PLACED AND SHALL CONFORM TO SECTION 2621
%gVO IN VERTICAL HEIGHT AND
OF THE UNIFORM BUILDING CODE.
AT TOP & TOE OF DOWN
BURY BAG 1/2 BAG HEIGHT QV
2. REINFORCING SHALL BE 6"x 6" - IN 1.4 x W 1.4 WELDED WIRE MESH (W.W.M.) OR APPROVED DRAIN.
FLOW TRACK CLEAN 1'NIN EQUAL. DOWN DRAIN
3. GROUND SHALL BE PRE-WETTED TO THE SATISFACTION X
STAGGER BAGS
3" TO 6" COARSE OF THE CITY ENGINEER PRIOR TO PLACEMENT OF
AGGREGATE � •xd CONCRETE. MOISTURE LOSS RETARDENT SHALL
FILTER FABRIC BE USED WHEN REQUIRED BY CITY ENGINEER.
GRAVEL BAGS (1 WIDE X 2 HIGH) GRAVEL CONSTRUCTION ENTRANCE
NOT TO SCALE CASQA TC-1 STABILLIIZED SCALE DOWN
ENTRANCE/EXIT NOT TO SCALE
VOA 6V 1115
ENGINEERING GEOLOGIST: SOILS ENGINEER_- OWNER REVISIONS: PREPARED, UNDER SUPERVISION OF: SCALE: M WILSON MIKAMI CITY OF LAKE ELSINORE
YteTEssl _��. C O R PO RATI O N
SOILWORKS, INC. SOILWORKS,INC. McMILLIN SUMMERLY, LLC \�r SAY 1� DETAILS SHEET SHEET 2
o s SCOTT. VtRJ4 DATE DATE:
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350 FlSCHER AVENUE 350 FlSCHER AVENUE SAN DIEGO, CA 92186-5104 No.49118{ F: 949-679-0091 OF 8
SUITE 110
* E. ono I♦ * THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE IRVINE CA 92606 DIAMOND DRIVE DDA PHASE C
COSTA MESA, CA 92626 COSTA MESA, CA 92626 T(619) 794-1252 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND MEN HM
MARK DESCRIPTION BY APPR. DATE sl,Y crvll. \�' STA NO A PERMIT CAN BE ISSUED. RIVERSIDE BENCHMARK NO.SM E-3-70.ELEV.1279.829. BRASS DTSC IN CONCRETE POST 72'NORTH OF Y TRACT NO. 31920-1 FILE NO.
PH: 714-668-5600 PH: 714-668-5600 F(619) 336-3010 pF CAUF N�ERSECTION OF CORYDON STREET AND MISSION TRAIL. 27'EAST OF THE CENTERLINE OF MISSION TRAIL
DESIGNED BY: WMC DRAWN BY: WMC /2-a�'-('� BASIS of BEARING STREET,BEING N5752 ROUGH GRADING
www.soilworksinc.com CHECKED BY: S.NEON PROJECT MANAGER:S.WILSON FEH E DAR RCE 3390 INTERIM DIR.OF PUBUC WORKS DATE INTERSECTIONS OF�CEREAL STREET AND STONEMNI STREET AND CEREAL STREET AND CORYDON STREET.