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BENCH 14 RK
CITY OF RANCHO CUCA}/ONGA B.H. NO. 105
STD. TABLET IN D.C.C. POST IH FRONT O
MISSION WINERY BUILDING ON N.W. CORNE
OF FOOTHILL BLVD. h HAVEII AVB. 3TA►SSE
111933 H44 1208".
ELEV. 1201.874
p E ISGROUND
0
2
E MERGE NCY 0 E FL W 1.5WALE
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L.
77
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1` 7
1
7 �o F TU E
6
E TE TI N
p10 13 LF 36 R -0. 06
= 5 41 P
v 8 f 2
S:0.0057 (15 D
10 - 10 61 4 1 FS
vc .zJ F O - 3 F .T I
O N
+ 4 +
n M
CONSTRUCT 310-5D L . 8" RiCP 5 = .065
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PROFILE
HORIZ. 1'1 40'
VERT. III - 4' I
0+00 1+00 2*00 3+00 PLA N
MANHOLE : A=600 , 8=36", C=6'-6" 1 ' 3 40'
D1=42" , D2=48" , E=7'
145'
L=B' , ELEV. 13411668.17
ELEV. S= 1167.48
O ��' r O
i 0
4- �4' ` o I C
O !!� 0) R=45o A M
\V 0) L=22.38 3 pI ' ��15 FUTURE STORM DRAIN EXTENTION 12' EASEMENT
`N 6 4 7 6
I I I
1
O — NAT. GROUND
4
0 N89027`44_W _ _ —
C) -
'� 1 �� NB9°27`44"W 2/7.59 ' S87 15
OSQ PG 121 STORM DRAIN EASEMENT 8 = I5� V=702 ' 6"MIN.CIVIC CENTER DRIVE
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PER LAT 'A' 2
/ 6 '
P TEXIST.
FENCEPLACE S E T I N A-A
G.B..
O• 5 \y� PLATE ON CORD
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;)I - i :. � ••` '•, ._.` _r t. �[•�.! SANS Ola[�a h
LINCOLN RANCHO A PAR T M EN T S
^ arrA► BALL ACUHrf /,
AAD 1D xd'� Y g r gAuaa 'CONDITIONS
(1) CO" OF ENGINEERS EPECS,-SPE:•AL
�Deu[ OUT ur4 , : dta»1 + 1 •PROVISIONS FOR CD-J1JECTL's DRAcri
-•- - - - [ rws .� TO CHANNEL WALL," SHALL BE NOTED
` a ALPON[" ' ON OR ATTACHED 10 PLANS
501
o+ on• �• (71 LAP ALL REINFORCING ACCORDING TO
1
at w r- (ACI 318•631 OR MIN or 30 =A' STORM DRAIN
SECTION B-8 ITERS.
t 01 STRUCTURE DETAILS TO BE DRAWN
DREAx OUT IINt �: LR.GI ., _ TO SALE of Int-.IFT• I,IN1w�,, CONSTRUCTION NOTES 8i ESTIMATED QUANTITIES
/ [[l RAIL RGMrORGRg
fart C�a� �
roi 40UR wits WANGLE OF ENTRY AND INVERT ELE-
g'rwtest. tMTr Fact
6e ALP PLAN-ITOP SLA _ ns •_ [All ALAI, At : VATION TO 8E ESTABLISHED Bt CITY
srr [fro. rw a xt. FIL
!g�'R� _ CUT EXPOSED REINFORCING I . I! ♦.alt fIrDRAuuci SECTION, CORPS a Ell- ITEM AMOUNT UNIT ' DESCRIPTION OF REVISION DATE APPRO
Exlstlri CHAR
DAtAs Ovt _ -' FALL RtlrR STEEL AT CENTER OF OPEJI: .I! S IY '� ..161NEEA3.
-.-�. time ING AND BENI) INTO TOP. ! :} W 3000 P.S.I. CONC. SMALL BE USED O CONSTRUCT CATCH BASIN PER CITY STD. DWG. N0. 504, WIDTH = 15 ' I EA CITY 01 RANCHO CUCAMONGA - S
BOTTOM, AND WALLS OFr FOA STRUCTURES WITHIN THE CItAN
•r/oltJUNCTION STRUCTURE_ SEC, .$A A 10 ['AEuus NEL R/W. 2 CONSTRUCT LOCAL DEPRESSION PER CITY STD. DWG. NO. 518
O I EA I
s'ItTR TION C•C ►: Mpt REQUIRED,. • • f~ 6i ALL BARS # . m IZ- UNLESS OTHER• LINCOLN RANCH 0 APARTMENTS
r ON CONSTRUCTION PLANS. SECTION C-C WISE NOTED. „ ,�
O3 CONSTRUCT MANHOLE B PER CITY STD. DWG. NO. 511 1 EA
AST a olact w g' • :•.
O txllt -ITIST1144 C••
CONSTRUCT 42" DIAMETER RCP STORM DRAIN ( 1500 D ) 8
• F
PAF 111 AROUND ACI } r[•txttrl T,•[� T ! .- .... .... ANN[i wall
STORM DRAIN
I
WALL E, NEARO oD t acAl�osN T � 1 ITI I )"iT111-' O CONSTRUCT PIPE CONNECTION PER DETAIL THIS SHEET . 't' EA
NEAR OUT I — I I I 1 1 1 Ill s l l
SECTION A-A • • .F� = S i i I 1 �I 111 �••- _ �cxtsling �olur
+tL !TR InvERr t:lsnrt aolrt I Ou
CONSTRUCT 4811 DIAMETER R.C.P. STORM DRAIN (1500D) 310 LF DR 85 -06
REa[nOYt - - ..---
I USE
TLA
Z-11 -661
I aArr brut 4 _ ---- MALA POS ELI 7 ( E ) I EA APPROVED BY
_ CONCRETE BULKHEAD PER S.B.C.F.C.D. SP176 TYP 'A' �A?�
�' x .— CITY ENGINEER RCE NO 23889
( �i • ` ��s,r� c[IfTtN[ c".Ntla Ir.t[r OS CONSTRUCT 3611 DIAMETER R.C.P. STORM DRAIN ( 1500D) 3 LF R�" MMS EO
I Existing RE1nR �--�
.J COY/'aC1ED IILh
� e DESIGN
�•„t. STA, R I�roxln, «. _ NSEw �tT' MUNOH EWUMAILY ASSOCIATES
AElrf. .0/. : LE[ SAAsITOI A lottoW
1 825 SONOMA AVENUE
JUNCTION TRU TUR NT SECTION E-E ELEVATION
DRAWN SANTA ROSA , CALIF. 93404 SHEET
DS 707-544-0784 5 — OF—
AT (CHANNEL INVERT I
CHECKED - RCE NO. DRAWING NO.
PPE CONNECTION DETAIL DATE . (IJ 1985 FILE NO 171-84 1021
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BENCH MARY.
"I TY OF RANCHO CUCAJ40NGA B.H. NO. 105
TO. TABLET IN P.C.C. POST IN FRONT O
ISSION WINERY BUILDING ON N.H. CORNER
F FOOTHILL BLVD. is HAVEN AVE. STAWE
'1933 944 1208".
LEY. 1207.874
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a
Q= 22. 9c Vful = 9.5 Fps
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V = 20. 1 Fp phD< Dn O9 t ` = 1v Full - cs "
4 26. 3c ' � ��� J' n _5 I f s 1 cf —9 .67 LF I C
.3 F C
4" S = C.0959
6. 9 F 2 C P
6. 9 IS ° C
1 5 PROFILE
1 I E 6 HORIZ. I"= 4d
1
� � VERT. I "= 4
o I o I PLAN
0 1 Ll I
1 ° _ 40
LINCOLN RANCHO APARTMENTS
R R
CAUTION i - 11 R= 45 ' I I
U GA A= .45°0000° �( , Q , A = 45°00'00° SEE GRADING PLANS II
SEE GRADING PLANS FOR 36 H IGH PRESSURE S L = 35.34 I SEE GRADING PLANS FOR '� L = 35.34
II ON SITE STORM DRAIN FOR ON SITE STORM I)
\ON SITE STORM DRAIN T = 18.64' Q T = I8.64 DRAIN
II PROPERTY L/NE I�
9 — cuR8 a G7/TTER 0+ 41.1 I 1 I I 4
E C 8t41^�
—�•-- T EXIST. 4 GAS " € _
�— _ a to _ to
G — — -- -- —
� i2 r` 2 M 12 �� 9 G EXIST. 36 NPG 12 I2 "
20
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r
O N 890 35 50 W _ EX/SL EOGE OF PAV/NG - —
EX/ST. 84 RCP STORM DRA/N -
ARROW - ROUTE -- - - - -- -- - 3 - �- -- - - - -
- - -- - w- --- �---- ----- --- -- - - - - - - - - - - - -- -- -- - - - -- --- -- - -- --- - -- -- - W - - -- - - _
-----d � r _ W � w � W
Z OC EXIST. WATER W X
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STOR M DRAIN
CONSTRUCTION NOTES a ESTIMATED QUANTITIES DESCRIPTION OF REVISION GATE ,APPRO
EXIST.04'".e— �/'_',m1�_ a AMOUNT UNIT OF RANCHO CUCAMONGA
11/2 MAX. ITEM CITY
Y.
O CONSTRUCT CATCH BASIN PER CITY STD. DWG. NO. 504, 2 EA LINCOLN RANCHO APARTMENTS
• EXI T. 84'RCP ;J I
� y acv
WIDTH = 10'
y9'F�, I 2O CONSTRUCT LOCAL DEPRESSION PER. CITY STD.. DWG. NO. 518. 2 EA
1 y
STORM DRAIN
OCONSTRUCT 24" DIAMETER R.C.P. STORM DRAIN (1500 D) . 118 LF
/ -CLASS "C" MORTAR
�• 10 CONSTRUCT 18" DIAMETER R.C.P. STORM DRAIN (1500 D) . 104 LF Q
I i CA 0 CUT PIPE TO (7R 85 r �� Z ��
SURFACE OF CO II CONSTRUCT 15" DIAMETER R.C.P. STORM DRAIN ( 1500 D) . 10 LF DATE
Q APPROVED BY
Q�Q CONSTRUCT CONNECTION 10 EXIST. STORM DRAIN PER DETAIL
CITY EaVGINEER RCE NO 23889 t'
�9
(12) THIS SHEET. 4 EA DESIGN MUNDH R EUUMAILY ASSOCIATES ISE MF,rEo
DS
SECTION A A 825 SONOMA AVENUE
PLAN DRAWN
SHEET
SANTA ROSA , CALIF. 95404
DQ 707-544-0184 OF
F1
It
21
PIPE CONNECTION TO EXISTING STORM DRAIN CHECKED RCE No 3L 3S7 - DRAWING NO.
DATE L ! /! l98� FILE NQ171-1-4 1021
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