HomeMy WebLinkAbout3407-2FOXFIRE LANE
CL CB 14
CL CBIS ST STA. 11+01.98
101 54 1335.?4 TC
51' 50' LATERAL"A" ST. STA. 10+98.00 W=10, V=6.53'
1335.23 TC, W=10' 27 27',
40, 40 SEE RIGHT V= .06 22 22 52+49.39END PIPE LINE A"
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10+36.69
LATERAL B i I I /' ,
SEE RIGHT I I ( I I _ 49'3414"W
33 III I I �/ ^ SEE SHEET 3 D PIPE LATD 3 C I 52+1.9
EXISTING WA \ I III I I it /�� N 3 I GIN PIPE 66
EXISTING 21 ` I / I + _ 5 4 3 2 , . I CL INTERSECTION
PER CITY III =� ,., 10 03.76 B GIN PIPE LAT D ,� 52+ 13.08 LINE OA'—
SEWER 5
�, "' 52+13.58 EC " "
DWGNO.1569 I N , o,_ 10+00.00 LAT "Dii- A=50', B=24
� c°p, ��i, ' ^ N, C=2.1', D1=24 ; 02=30"
I I I ``' 51+50.08 BEGIN PIPE b "� ,
EASEMENT > I I I i �� / / `_" v ^ > PROPOSED R/W " z 52+12.06 END PIPE
ENCASE 8" WATER 7� I �' •/ • " PROPOSED
8 2 PROPOSED R/W
I LOT -� --
PROPOSED 4 LF. 24" RCP PER
ZQ
CITY DWG NO. 3448
r 71
Z
Ann- N89 -59-25-W `a B Q Q
ON89'5 -7'5-6"W — I — I I z LU M
EXISTING WATER—/I N _ •
O------_-- I I I ---- -----— —===OWUuz
I I / N' ---- -- --- =V W
= V CL +RANCHO FONTANA VILLAGE PARKA I =
V 23+19.64 CL BEECH AVENUE ( I , �� — — — — — — — ,� V
Z _ - _ _ , Z LATERAL *E z J
PROPOSED EDGE OF PAVEMENT PROPOSED 8 SEWER N • SEE SHEET 3
Q > PROP. 36" RCP I 11 o� 3 Q
= STORM DRAIN PER / � ti t� I I PER CITY DWG NO. 3405 PER CITY DWG NO. 3406 w 0° N w 04
_ u QC
CITY DWG N0. 3448 I I F SRR CURB do a Z� N It' X
cc tz Q
�
L8
u U-
aZ J35 I I 4715.58 BC LINEA FUTURE R/W N=a34 $o
IMAMBEECH AVENUE W _ + + g
i- Z F— Z Of J o J r- J
--
SEE DWG NO. 3448 $ N co ^ �, CO N N ^ U4�
0 $C14 to oi
± LO + + ° + + ° + CURVE TABLE
0 RADIUS DELTA LENGTH TANGENT
6 A 45.00' 49'5437" 39.20' 20.94'
7 B 67.00' 89'38'50" 104.83' 66.59'
C 22.50' 83'2923" 32.79' 20.08'
dAm1w3w ih
GUMICSM
4o 0 40 Be M
PROPOSED 24" RCP g
STORM DRAIN PER
CITY DWG NO. 3448 I I 11 (N H ET)
V/10+60.94 LATERAL "A" 1 id, _ 40 ft
10+00.00 LATERAL B 33 L
I a\ \A=45'72", -B --24",-C-3.20' - - o
ci � D1=24!D2=24 =___= 1 W
— z ----- 10+64.99 LA— — — J RECORD DOCUMENT
J
a, BEGIN PIPE C
+ 9 Lq 5 10+04.61 LATERAL "B" LZ These Record Documents have been prepared
— — — -+ -BEGIN-PIPE- — 10 _ — — > based on information provided by others. The
Design Professional has not verified the accuracy
an` EXIST and/or completeness of this information and shall
-wj1Nt)t721'44'E'1%�,. -3~� PAVEMENT not be responsible for any errors or omissions
EXIST \ �� LT" o � ch may be incorporated herein as a result
LLJ
PAVEMENT 3 �`� "' W
= m
CL INTERSECTION DATE
47+78.58- - - - -
10+00.00 LATA 1 /tip PP'�syy
CL IX. MANHOLE
CL INTERSECTION �? a `� `� " °a9's z
48+59.59 LI. » i +
ooW a U-)
81 F6,'301'NN10+00.00 > I°
CL IX. MANHOLE >
-0
48+62.97II i 5 m 'cF'' `j1 + + o �`' '' "d6 n LO a-o�oRzsro t\A
1 34 v .3—^ z . 11-L
"
II •-wg
RANCHO FONTANA „ „ „ „
VILLAGE PARKWAY LATERAL A & B
SEE LEFT
CONSTRUCTION NOTES
1 INSTALL 36" RCP (1350-D)
�c xo7E
CON78ACTOR TO VFBffY LOCATION
MiD ELEVA770N PRIOR TO STAB7'
OF CON878UC770N
2 INSTALL 30" RCP (1350-D)
3 INSTALL 24" RCP (1600-D)
4 CONSTRUCT MANHOLE PER A.P.WA STD PLAN 322-1, PER DETAIL ON SHEET 4
5 CONSTRUCT JUNCTION STRUCTURE PER A.P.WA STD PLAN 340-1, PER DETAIL ON SHEET 4
6 REMOVE EXISTING BRICK AND MORTAR PLUG
BASIS OF BEARINGS.- 7 JOIN EXISTING PIPE
BEARINGS ARE BASED ON THE SOUTH LINE OF THE SOUTHWEST ONE QUARTER OF
SECTION 36, T. 1 N., R. 6 W., S.B.B. & M. ALSO BEING THE CENTERLINE OF BASELINE O--SAWCUT, REMOVE do REPLACE EXISTING AC PAVEMENT PER CITY DWG NO. 131
AVENUE BEING NORTH 89'58'21" WEST AS SHOWN ON TRACT 16085-1, RECORDED IN
MAP BOOK 282, PAGES 16-20, RECORDS OF SAN BERNARDINO COUNTY.
Q O REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD��S �� BENCHMARK Prepared By: Q�oFEss,oNq CITY OF FONTANA, CALIFORNIA
MOY&WU NOT COMMENCE WM-UN PREPARED FOR. Q ALLARD ENGINEERING �o S, H-11TWOYEARS OF THE DATE OF APPROVAL CITY OF FONTANA BENCHMARK N0. 361. Civil Engineering -Land Surveying -Land Planning o M�F�Fti� RANCHO FONTANA SPECIFIC PLAN
SHOWN HEREON AND CARRED FORTH INA YOUNG HOMES O 8253 Sierra Avenue m DRAWN BY: TRACT N0. 16477 SCALE: -
10370 TRADEMARK STREET RAILROAD SPIKE IN NORTH FACE OF POWER POLE Fontana, California 92335 w No. 43976 m 1`-40'
DIAL TWO WORKING D1 T CITY MAY NO. 1536697E AT THE SOUTHWEST CORNER OF or Exp. 6/30/05 'o DESIGNED BY: DATE:
RANCHO CUCAMONGA, (09) 356-1815 Fax (909) 356-1795 RM D IMP OVEMENT PLAN
BEFORE DAYS BEFORE REQUIRE REVISIONS TO THE PLANS TO CA 91730 SULTANA AVENUE AND BASELINE AVENUE. * * El FEBRUARY, 2004
YOU DIG YOU DIG BRING THEM INTO CONFORMANCE WITH Z • l2 -04 y C I V i - �� Sgj�EJD BY: RO �'' DRAWING NO.T/4 (909) 291-7600 David S. Hammer, A.C.E. 43976 Date Toll_ FREE 1-800-z27-2600 CONDITIONS AND STANDARDS IN EFFECT � a ���) FCFAL�FmZ
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ELEVATION: 1365.01 (pr CITY EN (NEER R.C.E. 51152 3447
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