HomeMy WebLinkAboutTR30492-2 & 30493-3 Street & Storm Drain Improvement Plans pg.9 SLOPE PROTECTION BARRIER FOR
12" OUTLET PER APWA STD PLAN 360-0
5 HIGH CHAIN LINK FENCE PER
3" RCFC&WCD DWG.M801
(AROUND PERIMETER OF HEADWALL)
1 - 4
12" 2"CL 40
_ 1% 4 O 12"
6"
3" 3" 8" VARIES 6"
ELEVATION SECTION D—D o 2- 5
1 1/2"CLR.
�l:.. # 5 0 12"
LOPE PROTECTION BARRIER FOR
E OUTLET PER APWA STD PLAN 360-0 <
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SLOPE PROTECTION BARRIER FOR
i'�' B" OUTLET PER APWA STD PLAN 360-0
LAP lAP 2-#4
OPENING`THIS WALL ONLY) ELEVATION SECTION D—D
SLOPE PROTECTION BARRIER FOR \
OUTLET PER APWA STD PLAN 360-0 \
LIGHT CLASS
3'F, 5' RIP-RAP
r+E
� 2'MIN. 2:1 SLOPE
LINK FENCE PER
RC CHA&NWCD DWG.M801
_E W E T7 2 -✓E 4 • t " SLOPE PROTECTION BARRIER FOR - (AROUND PERIMETER OF HEADWALL)
3"CL I OUTLET PER APWA STD PLAN 360-0
ALTERNATII l 4 0 12�- 44 2 -
WING TYPE I DETAIL B 10' D
D SLOPE PROTECTION BARRIER FOR
Tn 6" OUTLET PER APWA STD PLAN 360-0
o PLAN D SECTION E—E a• z
8..
DIA. L E F W
24" 3'-1 7 8" 1 1-9 2'-7 1 2" 2'-6" LL \ \ Tr
RIPHRAP CLASSE
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HEADWALL DETAIL E W E 9" 2 - #5 3"cl Roo
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PER SAN DIEGO REGIONAL STANDARD DWG. D-34 MODIFIED 35 ALTERNATE 4 0 12" 1�.�
y E WING TYPE DETAIL B '- 11 4 8" 1D
PLAN SECTION E—E
2 -
LOT 43 w5
PC 153 "N"OPENINGS
L 3"x CLEAR
x 3/8" J 2"�. AT L=12"
1/4" R I
SEE I I
RODDED END N DETAIL "A" �� DIA. L E F W
/ "INN $ 5012
LUG 3/4"0 l 48" 4'-6" 2'-6" 3'-9"
lo
PUNCH 11" HOLE 3"x 1/2" BARS 1-1 O2,O ` p.6"MIN. o O
IN PIPE TO (BOTH WAYS) o'I-1 e e ° WING WALL
RECEIVE LUG
DETAIL "AT e e REINFORCING ALT. DETAIL C
w e 54" C.S.P. °
o 0 0 0
e o
GRATE 36" R.C. e e
mo 4" MIN — L3" x 2-1/2" x 3/6" o o o °
R.C.P i 4 0
m SIZE PER o e e ° NOTES.
PLAN 1°
1 SKEWED PIPES: DIMENSION W SHALL BE INCREASED IN WIDTH OR LENGTH DU E TO SKEW OR MULTIPLE PIPES
44 C — C �'11� 0 ° 2.TOP OF HEADWALL SHALL BE PLACED APPROXIMATELY PARALLEL TO PROFILE GRADE WHEN THE GRADE IS 3%OR MORE.
0
a T �1 „. 3.CONCRETE SHALL BE 560-C-3250
~ 4.EXPOSED CORNERS SHALL BE CHAMFERED 3/4'.
TROWEL INSIDE TO DRAT `� s 5.MULTIPLE PIPES SHALL BE SET A DISTANCE OF D/2,WITH A 1' MINIMUM BETWEEN OUTSIDE DIAMETERS OF PIPES.
3 / ° a 6.FOR.PIPE WALL THICKNESS GREATER THAN 3,ALTERNATE DETAIL-C SHALL BE USED.
"I i..
PLAN ANCHOR BLOCK MIN. HEADWALL DETAI _________ L _
STANDARD DWG.
MIN. 5 SACK CONCRETE PER SAN DIEGO REGIONAL D-3 3838
SECTION C—C
C.S.P. RISER DETAIL 36
i NOT TO SCALE
As-buiL-r
o D 0 D @M%#M NO. DATE REVISIONS APPROVED BY DATE CITY SEAL PREPARED BY:
s voa CERTIFICATION: 44eROF �'0"qi - CITY OF LAKE ELSINORE g
2 hS gEPN HApTcSy SHEEP:
E 6ALL�o�lL� 3 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE KITH THE �'�� 61n��n CIVIL ENGINEERING TRACT NO. 30492-2 & 30492-3
�OO APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY No.29242 LAND PLANNING ' STREET&STORM DRAIN IMPROVEMENT PLANS OF: 9
g ° O O O 4 AND STATE LAWS,AND A PERMIT CAN BE ISSUED. LAND SURVEYING
y d 5 * ene9.3-31-2007 * 1181 CALIFORNIA AVE. •STE.102•CORONA,CALIFORNIA 92881
422-4 83 � / / � ��, 9-,s-o3FAX
T AL-
BEFORE YOU
DIG
7 ..E.N0.2B803 DATE �TgTfOF CIAUFO��\P (909)260-0144 RCE 29242 L�912eo•a160 STORM DRAIN DETAILS FILE NO.
0 0 ONNELL, JOESEP71 H RTGE LICENSE N0. DATE W.O. FOR: F.B.
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