HomeMy WebLinkAbout585-D APPROX. LOCATION STF kf" yhpv T TOTAL - `4 TYP. O EPiOXr GROUT ZW 4 TOTAL-'0*Q TYP. ,o" IS„
_ EXIST. SAWCUT FL G" / TRF/ ra" !8" % REINFORCEMEN'C do _ _,
:'` NTp �k/S C.
v-s►rsies rR 5TEEL Cv" INTO �� .4 i
D
L r AC L/y�. _ EXIST. P.C.C. xQ N W4 TOTAL-'�4 TYP. YARiE3 to'-g' TOtD'-7"
C' ti r N zL (SEE PLAN FOR SPACING)
J S - - ~ > is
V 4 U p TYP. -WIRE TtE 0`�
4 D T TOTAL -�4 Tyr. _J j4" Q it3" o c
/ _ Q VARIES
U
33� CLR. ..' _ r IIIN
N ALO CONST. PGC.
• wCtNF 4� CUT-OFF WALL
22�
W W _ ——
11 10 ^' o �8/
.4: �e RECONSTRUCTION
Exist. 24r' C' .P. �b ���' �c p �o ���6� SECTION D-D
•
b t= OE or A.C. SCALE 1" =2'
PAVEMENT
F-
_.. _ _.. —.. — C•B Z 4 TOTAL-'�4 T'YF' d TOTAL -"4 TYP ,Q r
- 'a' RECONSTRUCTION PLAN YARiES 10'-1'roit'-T' __ ILJ
VI W � is � SPACING 5HOWN H F-
6 v �P�� Q SCALJU
E I'I= 2' x
\ ' &" .rte. = a E EL5E.WHERE ON THIS PLAN FOR Z �
' \ ZI � !2 -`� DETAILS OF LAYOUT AND FENCE 1DC.+C.
`\ Q �( U W17W DRl FIT GALVANIZED C/9P.
j \ � N �Q� Curb 'gall - Curve Data
\ \ - Z ! N° = o ► rr s dm. N1Af 17 5 dp /2" CHq/N LINK FABRIC.
\ tt• t�i�'F. SES Z
e 16' 11 24 � z /��, 48
\ Q F O 0 _ c.c. .,Lc civ �srs.
\ \ SECTION B-B. - 1
\ m ' v �' R _ 25 ,
�` L = 7.06
2 x/4 i 6.1. SLEEVE
1 T = 3.56'1 POST OP /METAL �IaCDDED /Z'.
\ ( O W BERM 9bIgADAA11_
10
I .,\ �' -� � �E• ki
:u
v I
I 7 12• 4"RAD 01 dAj
�J 6 �,,J TYP 8 J b e
qb� M a N 3. j
1�� 2 ci-R f 4 op/2-cc.vzrr
13 W N 4 L EVE•L LJNF r. 1
Iri
In
�in
V L.4P d�7fONAL CtWST 9"YP.
SAPPHIRE _ STREET
• _ ��r...�...��truer.�r..��I..�...... - -
,,� SECTION B
� E� Nov;
' � •° � %" D/A. SCALE I"= 21
"'S C ALE 1 = 10 s _ COMTRUCTION NOTES
!0 Const. Type "A" Catch Basin X=12', V=3.701 pre Std. No. 206', PER WrAu: 1
\ \ and Local Depression per Std. No. 203.
!�' I « �� _ o. ''° . : •. 11 Extend 8 L.F. 24" C.M.P. 14 GA. new pipe onto existing
p 24" C.M.P.
« �' pE •.' 12 Cut existing 28 L.F. 54" C.M.P. at angle point and relocate n t ¢ eorra/�r
e as shawrl On Note ! -
1@3 Salvage and relocate 28 L.F. 54" C.M.P. and weld at
e o�6 !. o•. �• angle point, extend 12 L.F. 54" C.M.P. 14 GA, new pipe. a, . '
a . • :� ,I• l4 Const. Metal Guard rail per Std. No. 308.
M n - ;: � .. N: b/' 15 Install Trash Rack per detail nos 1 8 2 this sheet. ,
10
a4" GM.P
DETAIL - 1 ,
Ct orrol� /wtET srAvcTrl�e� SCALE 3�=
E, 586 SEcrrON d-d Y
FOR DETA/LS. ✓✓ SECTION A-A
,��► �, '1 ,�f�• ,
SCALE,. 1 2'
3-o b� '�� D �o•
K.
• 9,Oh �� �f� - . . .' -o' . . . _ •d 'T �"- � _a cr•»nv tacrcrlve s=e'
;r 4 l2�t.C• vel 1d d PIN TO EYE BOC +, 2- 2 • I" Z 2 3/" " �STEEL 57TA P
• t " I --- :Q: . - ' ' `; �• _ ;d: t !%2' G./. P/PE � � //" G./• P/PE ( HANDLE.
9 CLR a: 2
"
4 /6"C c• Mst/L TOP OF STREET 'Sim %mL
15 a o _ _ _
- ! 1 M
00 2-O q:
0
'Sd'C.MP. 12,
I 12
SECTION C - C 2" SET I
- 6s s.�•� ,;` •� SCALE-- I" = 3' ._ -
N I ( DETAIL 2
SCALE. 3 _ N►ELD !!�"st.P1PE x a'o'AT 6"
TYP/CAL 4 TOTAL ON EACH SIDE.
FIELD BOOK REF. COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS W. 0. NO.
- ASSOCIATED ENGINEERS -
- I I ADD RECONSTRUCT/ON PLAN To ���- ROAD DEPARTMENT TRACT N0. 9 223
316 EAST •E" STREET REPLACE 5T0?M nAll A4ED ROAD NO.
• 5ECT/ON. Desian•e �y AaYEU 8Y
ONTARIO, CALIF 91764 D...� e
'• - 714 - 986 - 5818 G• �,� �, � 3.3•'1 DRAINAGE STRUCTt1RE fll,E N0.
checked _ ASST. ROAD COMMISSIONER . DATE DETAIL Q
- �f/f/t• AA Sy •�O• �V�
R.C. E. HATE ARIq REVtmNs JAPPRIDATE U FT _7 of
75-28