S-2000-2.2n
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4" MIN. 16 REBAR PLACED AT 18" O.C.
12" 12"
MIN. MIN.
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EXIST. 8" PCC ° -NEW 8" PCC,
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JOAV'T DETAIL
(AT EXIST. PCC BUS TURNOUT)
NOT TO SCALE
HORIZ 1 " =20'
I
RADIUS
VERT 1 " =2'
TANGENT
z
CURB
°
OC
(1.3559)
09'
90'07'07"
w
o C SAKIOKA
DR.
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23 +08.89 ANTON BLVD.
fL INTERSECTION
�
OF ANTON BLVD.
�;&F ^SAKIOKA DR.
EXIST.
VALVE
(PROTECT)
0 (11)A-4 a
rn
I
RADIUS
15.73'
TANGENT
z
CURB
°
OC
(1.3559)
09'
90'07'07"
w
15.73
10.02
I
2
�
o
U�4A
30'
BEARING /DELTA
RADIUS
15.73'
TANGENT
0
90'16'12"
20.00
OC
OC
09'
90'07'07"
10.00
15.73
10.02
U�4A
A4A4
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EXIST.
SLY
FLO
LINE
_
31.5 1 '
OC
TOP OF EXIS CURB 17.3' 8.29' y 4.7'
5.92' .84
2
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N �? m �O O O N N N O
Q Q Q Q Q TOP F PROPOSED CURB
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y (0.409) 0.38q 0.40%
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ANTON w BL VD.
S REET RESURFACE n 'o LO G
AREA 33. 12FL N 33.07FL N ' r 2 EXIST. 12" 4 32.91 FL N �" 33.43 TIC
12 "�y n1 WATER �` 32.77 FL
VERIFY /JOIN
14 PROTECT UNDERGROUND
L'
u . -VAULT- IN PLACE
33.94 TC 33.4210 4 n <, 41 15 L3.22F5', q r 4 B
(33.43 )FS 33.32FS ` u M; <;
O 33.74TC
VERIFY /JOIN ti 33.38 R/W _ 0 CF
<, -.O CF _ �� - 33.19. a 33.72 FS
_ <, 0 F
• VERIFY JOIN
JDEWALK 6.77X ,
15
z U N w 33. FS
82 Z
0 O 6 34.02TC ti 0 CF 6 VERIFY JOIN z
{ o N I'D 14 - 33.52FS
<r m + ° 33.86TC owo
</ "' N 33.36FL °� i W
L N ' Q1
Li
2
<r 34.20TC 33.62FS 1 3 N
33.7OFS
4 34.25TC 12.5' 12.5' -
„ 33.75FS TRANS
-, J01 -SIT 25 33.95TC
FORM
DATA TABLE
0
BEARING /DELTA
RADIUS
LENGTH
TANGENT
0
90'16'12"
20.00
31.51
20.09
Oe
90'07'07"
10.00
15.73
10.02
W M h O NOTE.•
ONLY IMPROVEMENTS IN PUBLIC RIGH -OF -WAY &
PUBLIC EASEMENT AREA ARE TO BE CONSTRUCTED
2 O 0 o O PER THIS PLAN. SEE PRECISE GRADING PLANS FOR
IMPROVEMENTS ON PRIVATE PROPERTY.
5a %ff.. 3 i 9 N
IN Li
24+00 BL VD,
m _ ^ rn 25 +00 ^� ti rn �F� rn N 26 +00 U
- CONSTRUCTION NOTES
25'
E 25' EASEMENT FOR SIDEWALK
R/W AND LANDSCAPE PURPOSES
41' 7' 8' 17'
Z� LANDSCAPE
w
g 2 0 5'
3 FULL HEIGHT I 2X
CURB & GUTTER IMAX
%VARIES 2% 'MI -4" PCC
4% MAX
\4" CMB
12 "FULL
EPTH AC. 6" CMB
MIN.
ANTON BLVD.
TYPICAL STREET SECTION
N.T.S.
REMOVE EXISTING AND CONSTRUCT PCC BUS TURNOUT PER CITY OF COSTA MESA STD. DWG. 1115 MODIFIED TO 8" PCC OVER 12" CMB AND MODIFIED PER DETAIL ON
� cn n En 2 o 2 SHEET 2 TO COMPLY WITH A.D.A. REGULATIONS . CURB & GUTTER SHALL BE POURED MONOLITHICALLY WITH BUS TURNOUT. CONTRACTOR SHALL RECONSTRUCT A
U U v EXIST. CUR & GUTTER
-- Q "' h m t� h w cn w ° � MINIMUM OF V OF A.C. ADJACENT TO NEW GUTTER. THE NEW SLOT PAVE STRUCTURAL SECTION SHALL BE 12" FULL DEPTH A.C.
XIST. STREET - - _ REMOVE EXISTING CURB AND GUTTER.
IGHT(PROTECT 34.23 TC LANE LINE r EXIST. BUS TURNOUT 32.88FL �o
(PROTECT) 2 Itz 32.91 FL "+
3.65E ELEC. 8 EXIS . 12 WATER ' • ti
3O CONSTRUCT TYPE 'I CURB AND GUTTER PER CITY OF COSTA MESA STD. DWG. #312 OVER 6" CMB. CONTRACTOR SHALL RECONSTRUCT A MINIMUM OF 1' OF AC.
UT!U }yw 33.32FS 6 33.38TC 32.77 )FL ADJACENT TO NEW GUTTER. THE NEW SLOT PAVE STRUCTURAL SECTION SHALL BE 12" FULL DEPTH AC.
T¢ w & YERIFY
2•w
{0.469) -�- -.� �� 14 - 4� REMOVE EXIST. TREES.
( - ° E C 0 - T U�E �L - - - - --
34.08 TIC � �`�-_ - 33.94 TC p
O >- f4N PLACE UAL PAINT PEDESTRIAN STRIPING. FINISH SURFACE SHALL COMPLY WITH 1998 CBC 1133B.7
33.43 F a IN PLACE j� rn
° ,EXIST. RR�E _ J IN &V RI f - a _ 33.7dFC
d
EXIST. VALVE 3.71 �.r . S� 4w SIDEWALK 8 IN &V RI 7 -- 61 CONSTRUCT WHEELCHAIR RAMP PER CITY OF COSTA MESA STD. DWG. NO. 416 AND MODIFIED PER THIS DRAWING.
3$.5 • -cL� UST. MEWILK
(PROTECT)-- CF m z - ^ .. 3 h
( -/
- --
R �- MA 7a CONTRACTOR SHALL RESURFACE STREET PER THE FOLLOWING SLURRY SEAL REQUIREMENTS.
N � w ' 0 34.08 FS 33.3 33.82 TC
SIGNAL POLE 3.81FL 1\ o wan ''� „;- r F5 0 CF - " ^- n A. THE CONTRACTOR SHALL RESTORE THE ROADWAY TRAFFIC SURFACE WITHIN THE WORK LIMITS BY SLURRY SEALING THE ENTIRE LANE(S) WHERE THE TRENCH
& PULL BOX - 4 �� JOIN &VERIFY0�0OF 4 - 34.02T 0 CF JOIN &VERIFY N IS LOCATED.
0 33.52FS 6 33.88FS V L FOR TRENCHES PERPENDICULAR TO TRAFFIC LANES- THE SLURRY SEAL SHALL EXTEND 50 FT. ON BOTH SIDES OF THE TRENCH AND WILL INCLUDE THE
a
i ... . ° e'
\ "° " 6G 34.ZOTC i c TRAVEL LANES.
34.54 TIC / O Il. FOR TRENCHES PARALLEL TO TRAFFIC LANES AND FOR SMALL EXCAVATIONS.- SLURRY SEAL THE ENTIRE WIDTH OF THE TRAFFIC LANE FOR THE FULL
34.06'' FL 34.61 = 33.70FS
a i FS + I, �� "' �. 45 LENGTH OF THE TRENCH, BUT NOT LESS THAN 100 FT
EXIST. MONUMENT I I- j j _ = -1 - T %JOIN B. RESTORATION OF THE ROADWAY SHALL BE CONTINUOUS AND NO JOINTS WILL BE ALLOWED. ALL ROADWAYS WITH THE WORK LIMITS WILL BE RESTORED IN
TO BE REMOVED j ti I_ < - - -rte j 33.75F5 I I I ONE OPERATION. THE CONTRACTOR SHALL NOT PROCEED WITH THE SLURRY SEALING OPERATION UNTIL DIRECTION IS GIVEN BY THE CITY ENGINEER.
C. ANY EXISTING IMPROVEMENTS DAMAGED BY THE CONTRACTOR SHALL BE REPLACED AS DIRECTED BY THE CITY ENGINEER.
545 ANTO N BLVD. JOIN &VERIFY
( D. SLURRY SEAL SHALL CONFIRM TO SECTIONS 203 AND 302 -4 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. SLURRY SEAL SHALL
•. x J5.24 L' - "` '" - BE QUICKSET EMULSION AGGREGATE SLURRY SEAL CATIONIC (QA -KH) TYPE 11 WITH 2% LATEX ADDITIVE.
RETAIL
S a-
;; PROTECT IN PLACE EXISTING IMPROVEMENTS
N ;r { c� REMOVE AND RELOCATE
BUILDING
< EXIST. SEWER CLENOUT
x � REMOVE EXISTING SIDEWALK.
>lo W
TO THIS NEW LocarioN TY OF COST MESA
-car- r
" ��' Sx �'t a, J- ~ CONSTRUCT 4 THICK P.C.C. IDEWALK PER CITY OF COSTA MESA STD DWG. '
� K w 3s.as � '`; � q 10 G. x/411 (ON -SITE)
of Z5,1
O O wl o ='' -•? �r � '. as. "` �� R r.` b �ngmeenng DiVi '. n Approval 11 HORIZONTAL SAWCUT EXISTING CURB. IF A.C. IS CUT OR DAMAGED, COMPLY WITH CONSTRUCTION NOTE 17.
O W °__ 359 / it Fs s.��� M K '�'.. 35.2 , \ For Offsite Improvements
12 REMOVE EXISTING AND CONSTRUCT WHEEL CHAIR RAMP PER CITY OF COSTA MESA STD. DWG. #416. REMOVE AND RECONSTRUCT ALL SIDEWALK LOCATED WITHIN CURB RETURN.
m m m m m _I m m s m \ \ \ 1 �� 2Vt.� 13 CONSTRUCT 3"AC OVER 8" AB AND JOIN ON -SITE PAVEMENT
�___ m m :Q A° -rr. ) ,
a 6 sa r a sr ". -
-- Engineer date
s <. . s assFO ` I CONTRUCr TYPE "A" CURB PER CITY OF COSTA MESA STD. DWG. 1311 (POURED MONOLITHIC WITH SIDEWALK, BUS TURNOUT, AND DRIVEWAY APPROACH, WHERE APPLICABLE).
<,rs gr br .a seF -
" CONSTRUCT 12" FULL DEPTH AC.
3 Iry
16 TRENCH REMOVAL AND REPLACEMENT PER CITY OF COSTA MESA STA. DWG. NO. 813. DR -00 -06
REVISIONS CONTRACTOR LTG. " BENCHMARK DESIGNED BY:
a
DATE Q�pFESS /O�Y CITY OF COSTA MESA SHEET
O m L. H
NO. DATE DESCRIPTION APP. BENCH MARK NO. CM -30 -81 NAVD 1988 DRAWN BY: G) DEPARTMENT OF PUBLIC SERVICES / ENGINEERING DIVISION Z
ELEVATION 35.472 No. 31737 2 OF 3
CHECKED BY: STREET IMPROVEMENTS
DESCRIPTION: AT THE SOUTH END OF THE WEST W Exp.12/31 /00
DATE OF CONSTRUCTION RECOMMENDED BY: d a PLAN & PROFlLE PLAN
HEADWALL OF THE BRIDGE OVER A FLOOD CONTROL
CHANNEL AT THE NORTHWEST CORNER OF SUNFLOWER sT Orvl� P SOUTH COAST METRO CENTER NUMBER
BEG. END AVENUE AND FLOWER STREET, 31.4 FT. WEST OF THE SUBMITTE(D��B Yom: �rF OF CAI.f
DATE ACCEPTED BY CITY COUNCIL CENTERLINE OF FLOWER ST. (Zu
� ���U RETAIL BUILDING Q[� -Z,Z
WILLIAM L. HARRIS R.C.E. 31737 EXP. 12/31/00 DATE 545 ANTON BLVD.
L:\SOUTH COAST METRO \RETAIL BUILDING \IMP \STREET \SHT02.DWG