HomeMy WebLinkAboutTR 31920 RGP_722 *I I
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2'_6• 2'_6' 2X 2X 6"MIN M[KJSILL ///
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5 1-VzMI-1/Z'x1/C S S T6L0 IJ/C MIN. B HIGH I4T
F{ NIDIE x IN Nap COWA TAPE ,� (1 2x M\N• :•.-
2255 S R.CP z-1/zz-I z.e/c F J' 3'
V 1N =pl >o scmr A�'xo ) OQ qix M�"
GIBERQ '\ Q� RE-BARS TO BE 2% MIN
P + e/r•s/z n DETERMINED BY
F IC- -Ul �� sPACEx SECTION A-A
Q ENGINEER
1/r snaL wAre 1/t ALEN Ix)L "- (SEE BELOW) 7
PLATE STIFFENER ALTERNATE JUNCTION HOLD-DOWN GRATE TOP OF PIPE
ASSEMBLY ELEV. -FL-0.5' DIVEWER(SPLASH) ? 1'-6"MIN. A C
6"x6'-WI.401.4 WALL SEE NOTE No.4 2 FF ELEV 12'(6'MIN ABOVE
WWM SEE C.MP RISER DETAIL 1�1
HINGE POINT I PAD ELEVATION)
ELEV.A F. -0.5' SEE DETAIL i0R aPAINNo AT LP '-° i,faE More s> A7 LEFT 5%MIN. 5 i PAD ELEV 4.
IDDNINO D_ UNIFS OT1EIE-
N WNE 3/r HOLE'N.W. SEF 6rIFEENER i l� s
ox nw+ EgANLr sPACEo. oETAu.xD1Eox ,� 6" 6" iX e
TowlR� SECTION k +,,.. D 2x o
O.D.ffTr OF vu MIN
J' J' + OPTIONAL SEPARATE BERM
�2^^ ALL EDGES TO BE .�\+ X/ Y 12' DETAIL ON SHEET 2 C
IL R I/z D TRIMMED SMOOTH
___ __ _ � R F�.. D,,s A b A *\ SECTION B-B c�
sa aALr.CON- BOTTOM VIEW '' TYPICAL BERM DETAIL _ 4€ C
6 x6'- Wl.4xWL4 W.W.M.
NEC1pN BVJD +: NOTES U C3
TOP PLATE
1. CONCRETE SHALL HAVE A MINIMUM ULTIMATE STRENGTH AT 28 DAYS OF 2500 p.s.l. z FTT
RING O.D. vz cw oM ;' CONCRETE MAY BE PNEUMATICALLY PLACED AND SHALL CONFORM TO SECTION 2621 D 9
C.S.P. R.C.P. / OF THE UNIFORM BUILDING CODE.
),
'/f M.PPE ON 3'V-DITCH SEE TABLE A
2. REINFORCING SHALL BE 6'z6"-Wi.4 x W1.4 WELDED WIRE MESH(W.W.M.)OR APPROVED
ve.z W1rE DETAIL THIS SHEET EQUAL
rs.P
To ORAN a
- 1 \ LIMITING
ro G � � _
3. GROUND SHALL BE PRE-WETTED TO THE SATISFACTION OF THE ENGINEER PRIOR TO CASE I
_ I PLACEMENT OF CONCRETE MOISTURE LOSS RETARDENT SHALL BE USED WHEN
r rMIN. C.M.P. RISER INLET DETAIL REQUIRED BY THE CITY ENGINEER. CONDITIONS
NOT TO SCALE DRAINAGE MAXIMUM
suR _I 10.• I 1 3.MIN. DRF PADR 3/r xoLE 4. CONCRETE OR CONCRETE BLOCK DIVERTER SPLASH WALL TO BE CONSTRUCTED
MMcx TDP PUTS (SPLASH) SETBACK DIFFERENCE OF
E ELEVATION T T BOTTOM VIEW WHEN DOWN DRAIN TERMINATES AT TERRACE DRAIN. SEE PLAN FOR LOCATION AND PAD ELEVATIONS
GAGE RETAINER RING DETAILS. 3' 6'
1.NSNI PPE SIWL E-D To'E-A. 4' .81
2.toRRuu*ED sn:n PIPE-L CONMo M A sxo M-3B. D, p o 'HD' U RISER as.P. TERRACE DRAIN DETAIL
3.GRATE ASSEMBLY SHN.L BE GALVANIZED AM FFBRNATNxI. 16' M B
4.FORD sr AND URGER.WI, 1 1/2'11,/z.Vr ANGM 4•_7• I z 1S To z 16 NOT TO SCALE 5' 1.0' -
ro PULE wm1 P W¢Ds AT r o.c. 30- 2r 15
5.mNU.OF.ON GRATE ASSEMBLY. -� �, ,B J ro 39 14
4.CAGE of PIPE FOR pNIEIER D,SN BE-A6 FDR RISFA.
7.NSER AND STUB SIW.L BE P FABRIc41ED AND oALV ZED AFTER WELDING. 42-43 16.5 22 2'ro M 12 1'
46-51 14.S 25
34-S iS 2e 4 31'TO 66 10
DIENCE OF
C.M.P. RISER DETAIL 1' as 13 BAR IN BOND BEAM BLOCK �` `� PADELEVATION(CASE 1)
NOT TO SCALE
6"x6k16"CONC.BLOCK,SOLID MIN
GROUT ALL CELLS 6"M10 IN. 1x2'MIN �. PAD ELEVATION
13 BAR 0 18'O.C. 1 SEE NOTE 13 O
CONIC.DRAIN PAD ELLYATION 2X MIN. $ D
DRAINAGE FLOWUNE F COMMON SWALE n
\ 16 SETBACK
2�N1R\ES� _3'MIN. 3 MIN
CASE I L
SECTION C-C r
EXTEND 6'x6'- WI.4xWi.4 WWM
INTO SPLASH WALL FOOTING v z
�B a
10, MN�.• CONCRETE SPLASH WALL DETAIL
BENCH 5 12' 2�v�t\ .. NOT TO SCALE �3'MIN 3'MM.
. � --�{
TERRACE - 3. ' I PAO ELEVATION
DRAIN `3 ;':
5, DIFFERENCE OF
PAD ELEVATION
I 24' `,t (CASE 11)
TERRACE 12"MIN EXTRA HEIGHT OF i
FOOTING TO BE I/
DRAIN 6'MIN �1x DIMENSIONED ON PLANS.
--TRANSITION 4.5'- /F-18'/RIP-RAP PAD EIIVATION� '._I 2X MINSECTION B-B 5'TERRACE PER PLAN r SEE NOTE 11DRAIN 2, . �' 3' 6' Q Nv� F10WLLNE OF COMMON-ALE
t
� cQO OCRO Z
} Eir
' J l CASE II
O�O�O 1 � SECTION C 0 0 0 O 2i
^ GEOTEXTILE F717ER FABRIC RIW r O
3'CONCRETE OR GUNRE REINFORCED WITH 6'x6' �/ O.QEMA STD.N0, 1808 I C, D
J.OW WI,4xW1.4 WELDED WIRE MESH, TREAT EXPOSED
CONCRETE SURFACES WITH CURING COMPOUND. RIP RAP SLOPE PROTECTION DETAIL 1 PAD ELEVATION I'- I PAD ELEVATION z
B ; .
NOT TO SCALE ULTIMATE FRO H>2.5'SWALE REQUIRED I ULTIMATE
TERRACE DRAIN AND H ;YARD SLOPE 0 TOP OF SLOPE ,YID SLOPE :; c
DOWN-DRAIN TRANSITION DETAIL P.C.C. V-DITCH DETAIL 2$ I 2z m
NOT TO SCALE co
NOT TO SCALE CUT SECTION n m
GUT SECTION y:
FRONT YARD FRONT YARD
SECTION D-D SECTION D-D
NOT TO SCALE NOT TO SCALE
TRAIL
HEADWALL B / ��" NOTES'
� - 1. SWALES TO BE CUT IN A7 1X AT ROUGH GRADING AND PRIOR TO BUILDING I
12" �'r 4' 3'-0' 4" / CONTRUC710N 1
4''{ �..�31_0 ,{{�-4' 6*BEND y / \ 2. A PAVED DRAINAGE SWALE, CATCH BASIN AND PIPE,OR OTHER SIMILAR DRAINAGE
1 PIPE SIZE EL 6"x6'-W1.4zW1.4 W.W.M. Sp DEVICE IS REQUIRED WHEN A STOOP,FIREPLACE,OR PORTION OF THE BUILDING
RZO
AND TYPE • `e, o' / EXTENDS WITHIN THE MINIMUM ESTABLISHED DRAINAGE SETBACKS.
Z T PG
PER PLAN i - MAX. 3. A COMMON DRAINAGE SWALE MAY BE USED ALONG SIDLYARD PROPERTY LINES
6"x6"-WI.4x B •\,.. //'. 1 �' Lr f•'I \ / 'L� t\pRO\��0 \1J�"/
W1.4 W.W.M. F.L. \ /
' \ . / 4. ALL BUILDING SETBACKS FROM SCOPES SHALL BE IN ACCORDANCE WITH THE GRADING
DOWN D
SECTION B ANCHOR�N TRACK CLEAN FHIN EXCAVATION CODE.
' I v 5. CASE 1 APPLIES WHEN THE DIFFERENCE IN PAD ELEVATION AND DRAINAGE SETBACK
ALLOWS A COMMON DRAINAGE SWALE TO BE CONSTRUCTED IN ACCORDANCE WITH
SECTION B-B I 1" TO 3' COARSE o TABLEA F
DOWN DRAIN ANCHORS CONSTRUCTED EVERY f0'IN h AGGREGATE
� p
Ni
WRTMAL HEIGHT AND AT TOP&70E OF DOWN DRAIN •>NN .= D
a D FILTER FABRIC 6. CASE ll MAY BE USED WITH A COMMON DRAINAGE SWALE WHEN THE DIFFERENCE OF
Dx NOTE: PAD ELEVATIONS EXCEEDS THE LIMITING CONDITIONS OF TABLE'A"AND THE EXTRA
D. 14 BARS HEIGHT FOOTINGN
IS SHOWN ON THE GRADING AND STRUCTURAL PLANS. g
m 1.DOWNDP41N TO PIPE TRANSITION SHALL NOT BE USED WITHIN PUBLIC z
n ROAD RIGHT-OF-WAY. Aa SECTION A-A 7. INNO CASE SHALL THESWALE FLOWLINE BE LOWER THAN THE BOTTOM OF THE `.��`' N C
o FOOTING WITHIN 5'OF THE FOOTING.
_GRAVEL CONSTRUCTION ENTRANCE 9
NOT TO SCALE j 3 07
V-DITCH TO PIPE TRANSITION DETAIL DOWN-DRAIN DETAIL - n
a NOT TO SCALE NOT To SCALE TYPICAL ROUGH GRADING DETAILS
NOT TO SCALE
V
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ENGINEERING GEOLOGIST- SOIL ENGINEER: OWNER REVISIONS: PREPARED UNDER SUPERVISION OF: scuE: 1 WILSON MI KAMI CITY OF LAKE ELSINORE
10/B/99 pAOFESSID,y¢
NEBLETT & ASSOC. INC. LAING-CP, LAKE ELSINORE LLC �o �W�/ W CORPORATION /
a NEBLETT & ASSOC., INC. o� !r SCOTT M.WILSON DATE SHEET 28
4911 WARNER AVENUE, SUITE 218 31900 MISSION TRAIL DATE:
m 4911 WARNER AVENUE, SUITE 218 RCE N0.49884 EXP. 9-30-06 3 PETERS CANYON T. 949-679-0090 /
a HUNTINGTON BEACH, CA 92649 HUNTINGTON BEACH, CA 92649 SUITE 225 No.49884 12/7�04 SUITE 110 F: 949-679-0091 OF 28 (`
i * THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE IRVINE CA 92606 SOUTHERLY PHASE -
714 840-8286 LAKE ELSINORE, 92530 * E.p 0/30M6 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND BENGHMARK:
(714) 840-8286 ( ) cTVTL P / RM1ERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS DISC IN CONCRETE POSE 72'NORTI OF'f'INTERSECTION OF CORYDON STREET AND
(949) 567-1900 DESIGNED BY: M.WEBER DESCRPTION DRAWN BY: R.PENA BY APPR DATE r �' THE STATE ,A1JD PERMI�CAN BE ISSUED. or BA55 DF�ARN�. TENTATIVE TRACT MAP NO. 31920 FILE 2Z
o 'Yrf OF CP\\\�a MISSION TRAIL 2Y EAST OF THE CEMERUNE OF MISSION TRAIL
j DATE CENTERLINE OF CEREAL STREET,BEING N5752'48W,BETWEEN MONUMENTS 3 AND 4,BEING THE CENTERLINE INTERSECTIONS OF CEREAL STREET AND
CHECKED BY: S. WILSON PROJECT MANAGER:S.WILSON KEN SEUMALO RCE 4 56915 EXP. -30-05 CITY ENGINEER DATE SroNEMAN STREET AND CEREAL STREET AND CORYDON STRETT.
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