HomeMy WebLinkAbout3206-2LOT NO.
C STATION `
WIDTH
1
10+89.79
W=16.00'
2
:11+23.37
W=16.00'
3
12+06.09
W=16.00'
4
12+65.90
W=16.00'
.5
13+39.26
W=16.00'
6
14+ 15.66
W=16.00'
7
*39.29'
W=16.00'
8
*31.04'
W=16.00'
9
14+01.28
W=16.00'
10
13+08.00
W=16.00'
11
12+74.25
W=16.00'
12
12+05.13
W=16.00'
131
a 93.98
W=16.00'
14
9+84.39
W=16.00'
15
74.61'
W=16.00'
16
*4.86'
W=16.00'
17
*42.54'
W=16.00'
18
8+59.96
W= 16.00'
19
9+00.67
W=16.00'
° - t I K I;LI_I U M VV/ -\l
F.H. CONSTRUCTIONNOTES
I PER SEPARATE
PLAN
Q CONSTRUCT e A.C. OVER if COMPACTED (957.) NATIVE SOIL
® (SEE GENERAL NOTE 31 & 32)
TEAR E I t RY COURT p'��� " �� 2 CONSTRUCT CONCRETE CURB AND GUTTER (ErC.F. PER CITY
GU fER UNE `� RECORD DWI OF FONTANA STANDARD DETAIL 1003).
47 EG CURB FACE SNE };j Q CONSTRUCT STANDARD CROSS GUTTER AND SPANDREL PER CITY
989.47 987:97 EGG O
C OF FONTANA STANDARD DETAIL 104 MODIFIED FOR W=8'
FACE EG �'�/` � � � J ® CONSTRUCT 4 THICK CONCRETE SIDEWALK WIDTH AND
fc CURB g625� ` LOCATION PER PLAN & PER CITY STD. 1015.
CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA STD 1006.
SIDEWALK SIDEWALK lQJ INSTALL STREET LIGHT 5800 LUMEN PER STD 101.6 PER STREET LIGHT PLAN
SEE STREET LIGHT PLAN FOR ADDITIONAL LIGHTS ON BEECH AVE.
CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STANDARD
102. FOR WIDTH, SEE SCHEDULE SHEET 2
�► 0's.� - V J v _j t- . 9 CONSTRUCT 24" RCP 2000-D
gg� `' $ �m �, x�� ►- F' o, *- tt► CONSTRUCT CATCH BASIN PER APWA STD PLAN 300-2. LOCAL DEPRESSION PER
V
06 M,
con x ` >' rn Gn c0 M o0 04 04
+� + - n t o a r APWA STD PLAN 313-1, SEE PLAN FOR CASE A OR CASE B" L:D.
x '* �c °° coo a N til'>1� "i
q �, a' M00
CF) a'rnrn � w m CNI � � � m 40' 80 120 160 11 CONSTRUCT CATCH BASIN PER APWA STD' PLAN 305-2
(0Coto rn rn rn rn 12 REMOVE EXISTING CURB RETURNS, ACCESS RAMPS AND SPANDRELS
13 REMOVE EXISTING STORM DRAIN INLET AND CONIC APRON
�`j'"/� } !! f ff ff 14 REMOVE EXISTING 2e RCP AND CMP INLETS.
�� L 1 f SCALE I =40' T5 SAWCUT AND REMOVE 3 FEET OF AC PAVEMENT ADJACENT TO EXISTING CROSS -GUTTER.
DETAIL A
DRIVEWAY WIDTH IS MEASURED ALONG CURB LINE NO SCALE REPLACE WITH 0 FULL DEPTH AC ,PAVEMENT AND PROVIDE LAP JDINT PER DETAIL SNEET 1.
NTS
*DISTANCE MEASURED FROM DRIVEWAY i - -
CENTERLINE TO M.O.C. ALONG CURB LINE E DATE ER. Y DATE REVSION DESCRIPTIONI-�
Oi� PONT)FOV ��1`1 C���FOfP�
IA
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Superrtision ;Of
BENCHMARK: 918.4C? 1 'Essia
WITHIN TWO YEARS.OF THE DATE OF APPROVAL o AHI ' JENS THIELMANN
COMMENCE�, �� SOUTHRIDGE VILLAGE
� �� `a5 siy Fy R.C.E. No. 25742
2
RS CTION ti w RAWN BY:
SPACE ON POWER POLE #67432 A1' INTE E � EXP. DATE D •
ELMAN STREET IMPROVEMENT PLANS SCALE.
;�RUPA AVE AND MULBERRY AVE SR01NN HEREON AND CARRIED :FORTH: IN A DILIGENT MANNER, � z S.Z.iNEER G No. 25742 12/31/05
As SHOWN
T CT 1 5921
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TOd Exp. 12-31-05 DESIGNED BY DATE.
THE BASIS OF BEARINGS F13R THIS PLAN IS BASED UPDIrI JTT BERRY T �G :TRILLIUM' .YiIAY 12/17/02
A' IN T SOUTHERLY BOLINDARY OF LOT 14 PER , 9.
civil
v
L 221 S GLASSELL ST ORANGE CA 9286fi
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND �' o� ` rI . 2 � 0�-- �Y :
TR. NO, 15117, RECORDED IN BOOK 275, PAGES 66 ; F �` CALFS— Date CHECKED BY. DRAifNG NO.. 2
THROIGH 90, OF MAPS, REC13RDS OF SAN BERNARDINtl ('714) 744- 700 FAX (714) 744-�3?2
__._.--•-------- ---..- -• ----.�.___ .. i — I CT:AAIP1dGRC I:A1 GCCGf'T
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