HomeMy WebLinkAboutSunset Crossing Road Cul-de-sac4
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CONSTRUCTION NOTES:
Q1 SAWCUT EXIST. AC. AND CONSTRUCT TYPE Al -8, 8" CURB PER APWA STD.
STD. PLAN 120-0.
O2 SAWCUT EXIST. AC. AND CONSTRUCT TYPE A2-8 (UNLESS OTHERWISE NOTED)
CURB AND GUTTER PER APWA STD. PLAN 120-0.
O3 CONSTRUCT 4" PCC. OVER 4" SAND.
REMOVE EXIST. DRIVE WAY.
O REMOVE EXIST. CURB AND GUTTER.
CONSTRUCT CURB DRAIN PER DETAIL HEREON.
Q7 SAWCUT, REMOVE AND REPLACE EXIST AC & BASE WITH LONGITUDINAL GUTTER
PER APWA STD. PLAN 122-0.
PLACE RIVER ROCK PER DETAIL HEREON.
Q9 REMOVE EXIST. AC & BASE TO 8" DEPTH. BACKFILL AND RECOMPACT TO
A MINIMUM OF 90% RELATIVE COMPACTION.
1 Q SAWCUT, REMOVE AND REPLACE EXIST AC & BASE WITH 8" OF STAMPED COLORED
CONCRETE. KEEP THE FINISHED GRADE THE SAME AS EXIST. GRADE. (CITY
ENGINEER TO DESIGNATE PATTERN & COLOR)
11 REMOVE AND REPLACE EXIST AC & BASE WITH 2" AC. OVER COMPACTED FILL
CONSTRUCT DRIVEWAY APPROACHES PER APWA STD. PLAN 110-0, X=3'. W=10'.
CONSTRUCT PCC WHEEL STOP.
CONSTRUCT 4" CIP CURB DRAIN 0 2% MIN.
CONSTRUCT 2' SQUARE ROCK RIP RAP OUTLET
NEW CUR
COBBLESTONES: RIVER WASHED GRANITE
TO BE APPROVED BY CITY)
NOTE: FINAL RESTING POSITION OF STONES TO BE
APPROVED BY THE CITY INSPECTOR 1" MAX TO
FLUSH -
V rnNrRFTF RAgF NEW CURB
NOTES:
1. COBBLESTONES: MAX 10"0 — MIN 3"0.
2. 33% OF ALL ROCK BELOW GRADE. AREAS BETWEEN ALL
COBBLESTONES SHALL BE GROUTED WITH CLASS 'D' MORTAR
3. A SAMPLE AREA MIN 10' IN LENGTH SHALL BE APPROVED BY
CITY INSPECTOR PRIOR TO PROCCEEDING WITH REMAINING
ROCK WORK
RIVER ROCK DETAIL
N.T.S
0
VARIES
PER PLAN
GUTTER
6" 24"
2 1"SECTION B—B4" 1
I - 1 /4" CHECKERED PLATE®
r.
41go.;
AA
3" STUD : •
ANCHOR :.
14' O.C. 6" y :• .. ,:
NOTES:
DETAIL BATTER TO MATCH
EXISTING CURB
O1 SLOPE TO DRAIN TO ONE SIDE; MATCH GUTTER BEYOND (3:12)
SLOPE BEYOND
O2 1 1/2" X 1 1/2" X 1/4" GALVANIZED STEEL "L" BEND END OF PLATE TO MATCH CURB FACE
CF
FRAME WITH 3/8" X 1 /4" GALVANIZED CHECKERED 1/
42o'
CHECKERED PLATE 12"1
STEEL STRIP WELDED TO FRAME
1"
BEYOND
O3 FASTEN WITH 3/8" COARSE—THREAD COUNTERSINK
STAINLESS STEEL MACHINE SCREW AT 24" O.C. SLOPE TO MATCH
INTO 3/8" COARSE THREAD STAINLESS STEEL NUT EXISTING
WELDED TO BOTTOM OF "L" FRAME.
4 CHECKERED PLATE SHALL BE GALVANIZED STEEL.
tL
CURB DRAIN DETAIL
SECTION A—A
CONST
N.T.S
D2—AR-4000 12" 5'
AC RAMP TACK COAT BORDER AC RAMP A EXISTING AC
PAVEMENT
1.12
EXIST16CONSTRUCTACACCESSRAMPPERDETAIL
SIDEWALK c_vEXISTING
6•
AC PAVEMENT EXIST C&G
SFWFX:= — —
EXISTING C&G
SECTION A—A -----
STRIPING NOTES: 6804,0 , SFMFN 4" CIP
S ---LOPE
1:8 TYP CF
BEVEL ENDS --------- ----------------------- -- --
TO MATCH —-------------
SLOPE ---------- — ------------ 1 PAINT 4 WHITE STRIPE.
20 PAINT 4" WHITE (UNLESS OTHERWISE NOTED) CROSS HATCH STRIPE ® 4' O.C. $ 12" WIDE BORDER
EXISTING TREE IN SAWCUT 1 /4" X 1 /4" AUNLESSOTHERWISESHOWN). \ \ \ \ \
TREE WELL GROOVES AT 3/4" O.C.
3 PAINT RIGHT LANE DROP ARROW. TYPE VI PER CALTRANS STD. PLAN A24A. - EXISTING SIDEWALK
REMOVE EXIST. LANELINE. \ , , ACCESS RAMP D ETAI L
51 PAINT DOUBLE -YELLOW LINES PER CALTRANS STD. PLAN A20A, DETAIL 21.
A _ 1 T39'33" z`' p = 63'33'51" \ APPROXIMATE LOCATION N.T.S
R 1400.00 3 OF DRIVEWAYR = 32.00'
PAINT 3' SQUARE BLUE INTERNATIONAL ACCESSABILITY SYMBOL N87'02'26" W T = 217.47' o
L 431.49'
T = 19.83' 4 \
7 INSTALL HANDICAPPED PARKING SIGN ON STEEL POST PER CALTRANS STD R99.
L = 35.50' 5 N77.45'08"w
7 22.5' -_ - --_
0 = 15'24'27" f WY
i 6.33 36,
36' LOCATION TO BE ESTABLISHED
R = 1440.00' R/W
36' DRNEWAY
SEE ALTERNATE DETAIL "
W BY CITY ENGINEER.
L = 387.23' _ _ _ _ _
5,t — —
3g, pVJ't —_
2 .0 6 N I L= 2627'18"
00
3
R = 61.19' X
GUTTER _ 3.
CURB •
t
9 I °° T =-14.38' ---_ 4
C3 %
7' ____ 3'
NP
2 `EXIST_ ING LANE- LL = 28.25
Cg .""' 100' ` CROSS HATCH _ , " g gN87'02 26 W
O`N _.--- _ •,,...- 5 p
AT 36 O.C.
3+0
9 8 - .83'
57.12' 4+00
14.47
25,
JOIN EXISTING CLAT036HATCHCCH --- +
I + , AND END LANE
A 2+00 -- -. [ D
Q 7 " :
LINE REMOVAL
R/W
Ll = 02'20 20—_ 6
A = 00'35'32"
EXIST DBL YEL
2 --------- R = 1400.00
TYP. 9 8 2 ;
w
T = 28.58' R 1400.00'
w p = 180'00'00"
5 2 YELLOW LOW
7 _ SS N ALL SPACES RAD. T 7.24 1 , 2 e CRO TVP. °' 0 L= 57.15 I N R= 4.00
11 A+00
5(f ) cb
6-- --- _
L = 14.47'
L = 12.57'
j,
5 5 r 2 - --EXISTING LANE LINE
6 u INSET
9' g" S
TYP
ALTERNATE DETAIL
N.T.S
38' DWYTA9' -
in p . 38' DWY [--16.5' W2rn
2, P > •
4 a't ' 7 A = 4T55'42"\\
IQ R/W
R = 26.90' cv —i
0' IACFC , R = 1360.00' T = 11.96' Z Q
15001
2 C6 W_14
L = 374.61' 4
L = 22.50'
i EX. CURB MAIN ENT.
GUTTER BEVEL PIPE
i — 9.89' ENDS TO MATCH
4'
5 3p\N CFCo p`
CCE55 L N 11.46'48" E -
AC RAMP SIDE
SLOPE
1
aR/W_—
N78•13
F-L00,
2
C ' R 0 LEq s 2411 42. EMEN T
N
N78.11,50" w no
I THE QUANTITES SHOWN ON THIS ARE ONLY AN ESTIMATE, AND ARE FOR INFORMATION
ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THESE NUMBERS. NEITHER
THE CITY OR DESIGN ENGINEER HAS RESPONSIBILITY FOR THE ACCURACY OF THESE
QUANTITIES.
QaOFESS/0
QhO
PEL 0. M 9!
N0. "
30702
Exp. 3.31.0"
rglE F'CAl1F`
q1m:m'q I -m I] L; I tiv Lei to, I sm:
SUNSET ROAD
CUL=DE=SAC IMPROVEMENT
10 FWY 210
CONSTRUCTION NOTES: QUANTITIES
O1 SAWCUT EXIST. AC. AND CONSTRUCT TYPE Al -8, 8" CURB PER APWA STD. 76 LF
MISSIOt
STD. PLAN 120-0.
G BLVD
do`
U2 SAWCUT EXIST. AC. AND CONSTRUCT TYPE A2-8 (UNLESS OTHERWISE NOTED) 214 LF
o
DIAMOND z
CURB AND GUTTER PER APWA STD. PLAN 120-0.
BAR a6
3 CONSTRUCT 4" PCC. OVER 4" SAND. 285 SF
REMOVE EXIST. DRIVE WAY. 285 SF
O REMOVE EXIST. CURB AND GUTTER. 132 LF
CONSTRUCT CURB DRAIN PER DETAIL HEREON. 64 LF
Q7 SAWCUT, REMOVE AND REPLACE EXIST AC & BASE WITH LONGITUDINAL GUTTER 29 LF
PER APWA STD. PLAN 122-0,
PLACE RIVER ROCK PER DETAIL HEREON. 980 SF
O9 REMOVE EXIST. AC & BASE TO 8" DEPTH. BACKFILL AND RECOMPACT TO 980 SFAMINIMUMOF90% RELATIVE COMPACTION.
QO SAWCUT, REMOVE AND REPLACE EXIST AC & BASE WITH 8" OF STAMPED COLORED 216 SF
CONCRETE. KEEP THE FINISHED GRADE THE SAME AS EXIST. GRADE. (CITY
ENGINEER TO DESIGNATE PATTERN & COLOR)
1061 SF
1O REMOVE AND REPLACE EXIST AC & BASE WITH 2" AC. OVER COMPACTED FILL.
v 1 EA
CONSTRUCT DRIVEWAY APPROACHES PER APWA STD. PLAN 110-0, X=3', W=10'.
CONSTRUCT PCC WHEEL -STOP.
44 EA
CONSTRUCT 4" CIP CURB DRAIN ® 2% MIN. 105 LF
CONSTRUCT 2' SQUARE ROCK RIP RAP OUTLET 2 EA
1Q CONSTRUCT AC ACCESS RAMP PER DETAIL 1 EA
STRIPING NOTES: QUANTITIES
1 PAINT 4" WHITE STRIPE. LS
2n PAINT 4" WHITE (UNLESS OTHERWISE NOTED) CROSS HATCH STRIPE 0 4' O.C.
LS
UNLESS OTHERWISE SHOWN).
0 PAINT RIGHT LANE DROP ARROW, TYPE VI PER CALTRANS STD. PLAN A24A_ 2 EA
REMOVE EXIST. LANELINE.
LS
55 PAINT DOUBLE YELLOW LINES PER CALTRANS STD. PLAN A20A, DETAIL 21.
PAINT 3' SQUARE BLUE INTERNATIONAL ACCESSABILITY SYMBOL
LS
Q INSTALL HANDICAPPED PARKING SIGN ON STEEL POST PER CALTRANS STD R99.
i
QaOFESS/0
QhO
PEL 0. M 9!
N0. "
30702
Exp. 3.31.0"
rglE F'CAl1F`
q1m:m'q I -m I] L; I tiv Lei to, I sm:
SUNSET ROAD
CUL=DE=SAC IMPROVEMENT
10 FWY 210 10 FW`l
HOLT
71
AVE.
WALNUT MISSIOt
G BLVD
do`
NAG P60 OFWY ,
Z
VALLEY
RI-
o
DIAMOND z
eL BAR a6
z
z
m o0oma°
m
PROJECT LOCATION Rai °
s
CHINO
oFR HILLS
h^ `
LOS ANGELES CO.
ORANGE CO.
VICINITY MAP
N.T.S.
INDEX TO SHEETS
SHEET NO. DESCRIPTION
1 TITLE SHEET
2 STREET IMPROVEMENT PLAN
LEGEND
CENTER LINE
RIGHT-OF-WAY
EXISTING CURB & GUTTER
PROPOSED CURB & GUTTER
REMOVAL OF DRIVEWAY OR PAVEMENT