HomeMy WebLinkAboutTr 30494 RG-03 CONSTRUCTION DETAILS
3'
N /
6"x6"-W1.4XW7.4 - /
WELDED WARE MES 1' 3'
OR APPROVED EQUAL /
SECTION X—X "' �ExlsnNc
N.T.S. GROUND
bpi ao
2, 2500 PSI CONCRETE
3• 6'x6*-W1.4 x WI.4 WELDED WIRE MESH
OR APPROVED EQUAL
r7
M
SECTION Y—Y
N.T.S.
REFER TO STREET PER ROUGH GRADING O INTERCEPTOR DRAIN DETAIL
PLAN FOR CONSTRUCTION PLANS
OF THIS PORTION /
R W 2' 2'
TRANS.
� 6'
CURB OUTLET n
N 12" 2'-6' 2'-6' 2"
PL 4" 3 4"
"1 DOWN DRAIN
SECTION Z—Z �
N.T.S. 1� 6. �' 66.. {
1E ✓/ 7" 12, WELDED WIRE MESH
12* I t2' 3' ' n" OR APPROVED EQUAL
q1
CURB FACE
tAp� ]4 -� 6 xx6"-WIA x CONCRETE #4 BARS
W1.4 WELDED
PAD '1', :' MODIFIED CURB OUTLET WIRE MESH OR APPROVED EQUAL
PER RIVERSIDE ALL EDGES TO BE TRIMMED SMOOTH
Z COUNTY STD. 308 SECTION A—A
2500 PSI CONCRETE
x W1.4 6"xs"—W1.4 DOWN DRAIN SECTION
WELDED WORE MESH —R/W_ O TERRACE DRAIN
OR APPROVED EQUAL
Y -- -- — Y
3 2 PL
O 3' DEEPENED TOE DRAIN DETAIL I A
2'TRANS.
w 2
X X 12' ( 72' 3' tAp�. FLOWLNE /
ti
NOTES:
M
1. CONCRETE SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 PAD g 4 BARS
DAYS OF 2500 P.S.I. CONCRETE MAY BE PNEUMATICALLY PLACED AND SHALL DOWN DRAIN 2500 PSI CONCRETE DOWN DRAIN ANCHORS CONSTRUCTED EVERY
CONFORM TO SECTION 2621 OF THE UNIFORM BUILDING CODE. 3' 6"x6"-WI.4 x W1.4 IV IN VERTICAL HEIGHT AND AT TOP&TOE
WELDED WIRE MESH OF DOWN DRAIN. '
2. REINFORCING SHALL BE 6" X 6" - W 1.4 X W 1.4 WELDED WIRE MESH (W.W.M.) OR OR APPROVED EQUAL
APPPROVED EQUAL.
Z A
3. GROUND SHALL BE PRE-WETTED TO THE SATISFACTION OF THE BUIILDING OFFICIAL
OR ENGINEER PRIOR TO PLACEMENT OF CONCRETE. MOISTURE LOSS RETAREANT
SHALL BE USED WHEN REQUIRED BY THE BUILDING OFFICIAL OR ENGINEER. '
4 CONCWHENRETE OR DOWN DRAINCRETE BLOCK DIVERTERTERMINATES AT TERRACE DRAIN) WALL TO EEP AN BE CONSTRUCTED
NLOCATIOND AND DETAILS. O DOWN DRAIN TO CURB OUTLET TRANSITION O 3' TOE DRAIN DETAIL O DOWN DRAIN DETAIL
8 6
X
CONSTRUCTION NOTES and QUANTITY ESTIMATE
i CONSTRUCT INTERCEPTOR DRAIN PER DETAIL ON SHEET 3 5,370 LF
z' 6' a'
2 CONSTRUCT DOWN DRAIN PER DETAIL ON SHEET 3 1,166 LF o -
3 CONSTRUCT SPLASH WALL PER TERRACE DRAIN DETAIL ON SHEET 3 1,157 LF FL PER
4 CONSTRUCT 5' x 5' x 1' DEEP LIGHT CLASS ROCK RIP RAP 16.5 TONS PLAN
5 CONSTRUCT CONCRETE TERRACE DRAIN PER DETAIL ON SHEET 3 5,967 LF AFL PER 12'MIN.
6 CONSTRUCT 3' WIDE TOE DRAIN PER DETAIL ON SHEET 3 11,300 LF PLAN X 10' -
N S #4 BARS AT 18'O.C. rl1
7 CONSTRUCT TERRACE DRAIN TO INTERCEPTOR DRAIN TRANSITION PER DETAIL ON SHEET 3 1,255 LF PLAN I '
8 CONSTRUCT DOWN DRAIN TO CURB OUTLET TRANSITION PER DETAIL ON SHEET 3. 13 EA _ oIVERTER(SPLASH)
N.T.S. NOTE NO.
9 CONSTRUCT 3' WIDE DEEPENED TOE DRAIN PER DETAIL ON SHEET 3 1,068 LF
10 CONSTRUCT 1/4 TON RIP-RAP (DEPTH 3 FT.) SIZE PER PLAN 101 TONS " - .�� L--__ 6"
11 CONSTRUCT INLET WITH CUT-OFF WALL PER DETAIL ON SHEET 3 3 EA 5' GROUTED LIGHT a
12 CONSTRUCT RETAINING WALL(PER SEPARATE BUILDING PERMIT) 530 LF coe�aE6s4�,yq` TRANS. CO>n0•RIP-RAP \� ALL EDces ro BE
~�" TRIMMED SMOOTH
b
$ �Q
CUT-OFF WALL SECTION X—X
* P:06136H3 N.T.S.
a sic CIVIL TERRACE DRAIN TO INTERCEPTOR
DRAIN TRANSITION GINLET WITH CUT—OFF WALL SPLASH WALL
D =0 D @M%qm ah NO. DATE REVISIONS APPROVED BY DATE CITY SEAL OFESSIO PREPARED BY: CITY OF LAKE ELSINORE
1113 As-13UIL: ofo¢ 2 s 'f CERTIFICATION: ��eEs E.N"q< SHEET: 3
ALERT
cy�f T.T.M. 30494
CALL m THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE �P No.44877 0< LCIVIL AND NGI NINGING •I C
o l:JQ Q ANDIF RSTATETLAWS, AND NS OF A PERMIT CANBENSSUED.OR CITY DETAIL SHEET OF:
1 V
@00 lJ LAND SURVEYING
W Renew:3-31-2006 * 1181 CALIFORNIAAVE•STE.202-CORONA,CALIFORNIA92881
(951)280-4144 FAX(951)280-4150 ROUGH GRADING PLAN FILE NO.
Two wDRKING DAYS ��ry.�M�LO, PE. No. 56915 DATE qTF OF CA`lFaR� (�(�„��-� RCE 44877 03-31-06 �a5
BEFORE YDU DIG CHARLES F. NICHOLS LICENSE NO. EXP. DATE W.O. FOR: