HomeMy WebLinkAbout3293-2- - - - - - - - - - -
T
-Y R/W 601STREEI
63' 60'
W'LY R/W W'LY R/W C, STREET 2E'LY R/W
U.- T6'
30'-32' a 30'-33" 30'-32' 1-- - ------- 30'-32' VARIES .l VARIES VARIES
,5' 75 TO 115 VARIES VARIES I- VARIES VARIES 8.3" TO 95 0. JOIN EXIST 2' TO 10' 4.5' TO 8,5' 2.5' TO 5'
TO 20' --- c- to 15, 11' TO 20. 4' TO 10. DIRT C
10, a_ W ui EL 5' R kc
C) Z z 0 DRIVEWAY
TYP TY R
PROPOSE w __j PROPOSED A FG ELEV. 0)� 0.5%-27,, MAX
5 2 FINISHED 1-: FINISHED - ------- a -
D. . - . . .
U
X X SURFACE 2 SURFACE OR JOIN EX.
3 Ln /_,�>EX. AC PAVEMENT /_:;�EX. AC PAVEMENT 3
51 V)
�VMIN - �7� T I F 0.
-(MIN (MIN7 2%
1' MIN 5' AND BASE AND BASE
PE PER PLAN X
NECESSARY WHEN
----- BW ELEV.
NATURAL DRIVEWAY APPROACH
GROUND----------- ----- - -- ZNATURAL NOTE:
PCC GRIND 0.10' MIN, GRIND 0.10' MIN. n �z I -- GROUND 0,33' PCC IS ABOVE EXIST. ELEV. NO BLOCKAGE OF DRAINAGE DUE
0.38' AC 1.00, 95% EXIST. PAVEMENT AND EXIST, PAVEMENT AN 0.38' AC 1,00' 95% TO HOUSE BELOW STREET ELEVATION,
4 2 COMPACTED OVERLAY 0,10' MIN, OVERLAY 0.10' MIN. COMPACTED 2 4 DETAIL 1 RUNOFF IS THEREFORE CONTAINED
NATIVE NATIVE TYPICAL DRIVEWAY ON SITE.
100+29.50 TO 104+50, 106+00 TO 106+50, 107+25 TO 114+60, 115+34 TO 116+00, 119+00 TO 121+50, & 122+50 TO 126+17,023 89+28 TO 92+58, 96+29 TO 97+O0, 97+85 TO 99+41.90 N.T.S.
TYPICAL SECTION FOR OLEANDER AVENUE TYPICAL SECTION FOR CYPRESS AVENUE
(FROM BASELINE AVENUE TO WALNUT STREET) (SAN JACINTO AVENUE TO BASELINE)
N,T.$, N,T.S.
TI = 6.5 TI = 6.5
STREET
'LY R/W 60163' E'LY R/W STREET
1- 30'-33' R/W 60'-62' R/W
0- U-)
0 z
PROPOSED
FINISHED
D
2 SURFACE X U
/--,-7EX. AC PAVEMENT
3 1' MIN AND BASE
(MIN,)
PER
. . ..... ....
GRIND 0,10' MIN,
a
0.38' AC 1,00' 957. EXIST. PAVEMENT AND
COMPACTED
NATIVE OVERLAY 0,10' MIN.
104+50 TO 1061-00, 106+50 TO 107+25, 114+00 TO 115+34, 116+00 TO 119+00, 121+50 TO 122+50
TYPICAL SECTION FOR OLEANDER AVENUE
(FROM BASELINE AVENUE TO WALNUT STREET)
N. T. S.
C STRFFT
30'-32' 30'--32'
t VARIESVARIES
11' TO 20.5'
TO 105
w CL
z 0
PROPOSED
FINISH"
wSURFACE 2EX- AC PAVEMENT 3
ff AND BASE 50 1' MIN
(M71N
PER PUkN
GRIND 0.10 MIN.
EXIST. PAVEMENT AND 0,38' AC 1,00' 957.
OVERLAY 0.10' MIN. COMPACTED
NATIVE
97+00 TO 974-85
TYPICAL SECTIQN FOR CYPRESS, AVENUE
(SAN JACINTO AVENUE _jQBASELINE
)
N,T,S.
T1 = 6,5
8.3' TO 9.5'.-,- 0.5
4�
TYP.
FG ELEV,
OR JOIN EX,
cc /VAE�IEs 5'A
30'-33' 1 30'-33'
TO 125 VARIES VARIES
5 23,75' TO 11 9' TO 16,25'
0-
C)
TYP, PROPOSED LEGEND
X\ -A
p vo FINISHED
2 SURFACE
57-
3 Ll EX. AC PAVEMENT EX, RIGHT OF WAY
1 MIN AND BASE EX. DRIVEWAY/RAMP PROP CURB TC TOP OF CURB A,C. ASPHALT CONCRETE
(MIN.
PER PIAN EX, TOP OF CURB PROP GUTTER FL FLOWLINE FS FINISHED SURFACE
EX. EDGE OF GUTTER/CONC PROP BERM/DIKE BW BACK OF WALK FG FINISHED GRADE
NATURAL ----
EX, EDGE OF PAVEMENT PROP CHAIN LINK FENCE CL CENTER LINE
Cl
GROUND
0,38' AC 1.00, 95% GRIND 0,10' MIN. EX. TOE PROP FLOWLINE N/O NORTH OF
EXIST, PAVEMENT AND
�(DJ COMPACTED OVERLAY 0,10' MIN, EX, BLOCK WALL
NATIVE EX, MANHOLE E/O EAST OF
100+45,30 TO 100+82.97, 101+80 TO 105+00, 105+83,50 TO 106+00, 106+50 TO 106+60, 107+50 TO 107+80, 108.4-74 TO 109+35 EX, CHAIN LINK FENCE EX,FIRE HYDRANT W/o WEST OF
110+50 TO 110+71, 111+50 TO 115+00, 115+85 TO 1164-00, 117+50 TO 118+00, 118+81 TO 119+00, 119+68 TO 124+69 EX, IRON FENCE EX. GAS VALVE S/0 SOUTH OF
TYPICAL SECTION FOR CYPRESS AVENUE EX, ELECTRIC LINE EX. WATER VAVLE PWR POWER
(FROM BASELINE AVENUE TO WALNUT STREET) EX. GAS LINE EX. POWER POLE DIA. DIAMETER
N.T.S. EX, CABLE TELEVISION LINE
EX. TREE EX. EXISTING
TI = 6.5
... EX. WATER LINE .. ... .... . EX. STREET LAMP
STREET
66' E'LY R/W
30'-33 1 30'-33'
5 8' TO 125 VARIES VARIES
3.75' TO 11 1 0- 9' TO 16,23�
T P PROPOSED
5 2 TP FINISHED
SURFACE X V
VARIES W
V)p EX. AC PAVEMENT
27.MA VARIES I MIN 5AND BASE
NJ
PER
(MIN.)
7
-LEV
NATURAL
GROUND GRIND 0,10' MIN,
3' PCC 0.38' AC 1,00' 95% EXIST. PAVEMENT AND
COMPACTED
NATIVE OVERLAY 0.10' MIN.
100+82.97 TO 101+80, 105+00 TO 105+83,50, 106+00 TO 106+50, 106+60 TO 107+50, 107+80 TO 108+74, 109+35 TO 110+50, 110+71 TO 111+50
115+00 TO 115+85, 116+00 TO 117+50, 1184-00 TO 118+81, 119+00 TO 119+68, 124+69 TO 125+79
TYPICAL SECTION FOR CYPRESS AVENUE
(FROM BASELINE AVENUE TO WALNUT STREET)
N.T.S.
TI = 6.5
CONSTRUCTION NOTES
Ul PROTECT IN PLACE. CONSTRUCT AC CURB RAMP PER APWA STD PLAN 104 REMOVE EXISTING TREE OR SHRUB.
NO, 111 --2, CASE D, TYPE 1.
REMOVE EXISTING P,C.C., &C., PAVEMENT, OR SOIL. @ CONSTRUCT DOUBLE GATE AT DRIVEWAYS.
UA CONSTRUCT A.C. CURB RAMP PER APWA STD. PLAN
lQ!ll CONSTRUCT 4 1/2 INCH A.C. OVER 12 INCH NATIVE SUBGRADE NO, 111-2 CASE C. @ RELOCATE (TYPE AS SHOWN)
COMPACTED To 95% AND AS SHOWN IN TYPICAL SECTION. CONSTRUCT A.C. CURB RAMP PER DETAIL 2 HERE ON AND e-111
@ U INSTALL 300MM (12") WHITE CROSSWALK OR LIMIT LINE,
CONSTRUCT 8 INCH CURB AND GUTTER PER CITY OF FONTANA APPLICABLE PORTIONS OF APWA STD. PLAN NO. 111-2.
STANDARD PLAN NO, 1003. ADJUST EXISTING PULL BOX TO @ GRADE. INSTALL STRIPING DETAILS AND/OR PAVEMENT LEGENDS PER CALTRANS STANDARD PLANS
UA CONSTRUCT 6 INCH CURB AND GUTTER PER CITY OF FONTANA LATEST EDITION AND AS SHOWN.
STANDARD PLAN NO. 1003. ADJUST EXISTING WATER VALVE FRAME AND COVER 1-0 GRADE.19 INSTALL 300MM (12") YELLOW CROSSWALK.
CONSTRUCT 4 INCH THICK P.C.C. SIDEWALK PER CITY OF FONTANA 10 ADJUST EXISTING WATER METER TO GRADE.
STANDARD PLAN NO, 1015 AND DETAIL 1 HERE ON. RELOCATE EXISTING FIRE HYDRANT, (BY OTHERS) Q29) REMOVE CONFLICTING STRIPING. (INCLUDING RAISED PAVEMENT MARKERS)
t,A) CONSTRuc-r 4 INCH THICK P.C.C. WALK 21 ABANDON EXISTING LOOPS AND SPLICE NEW LOOPS TO EXISTING CONDUCTORS, AS SHOWN,
/_111 @ RELOCATE EXISTING POWER POLE, (BY SOUTHERN /1-N
CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA CALIFORNIA EDISON) ?�j RELOCATE EXISTING PULL BOX TO INTERCEPT EXISTING CONDUIT.
STANDARD PLAN NO, 103. W PER PLAN. @ REMOVE EXISTING (TYPE AS SHOWN) AND CONTRUCT 202 COLD MILL 0.1' OF A.C. PAVEMENT AND OVERLAY OX OF A.C. PAVEMENT AS SHOWN
CONSTRUc,r RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STANDARD CHAIN LINK FENCE, MATCH EXISTING HEIGHT. IN TYPICAL SECTION.
PLAN NO, 103 AND DETAIL 1 HERE ON. W PER PLAN
T: AIN 1,351010206 _502, D WC,
I b A _// r,,-,- I G] I Y kNGINEEH H,G,Ef DA I E