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- ( la- CONSTRUCT 3" A.C. ON 5" A.B. *(PARKING ON SIT1 =)
• ( �-� 1 ! i 2�- CONSTRUCT 6" P.C.C. CURB PER DETAIL SHT- 1
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7 (� CONSTRUCT 6" P.C.C. CURB AND GUTTER PER DETAIL SHT 1
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CONSTRUCT P.C.C. DRAINAGE GUTTER PER DETAIL SH T. I
- S S7A. 144+67
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7& CONSTRUCT LOCAL DEPRESSION NO. 4 PER L.AC.F.C.D. STANDARD 2D -415.
a
32.6 t
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- 4 9 CONSTRUCT P.C.C. DRIVE APPROACH PER DETAIL SHT. I
CONSTRUCT 4" P.C.C. SIDEWALK.
&X. TEL E M H.
- 2 m •' ! 4I d k 11 CONSTRUCT 3" A.C. ON TAB. • (DRIVING LANES).
I 13 CONSTRUCT LOCAL DEPRESSION #4 (MOD.) PER LA- F.C.D: STANDARD 2D -415.
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CONSTRUCT 6 "PV.C. CLBAA1-0V/T
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• - " i 3 A ' - ADJUST MANHOLE RIM TO GRADE.
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CONSTRUCT 6" P.C.C. ON 4" AB. W / #4 BARS 18" O.C. EACH WAY PER STRUCTURAL DWG
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o-- CONSTRUCT CATCH BASIN NO. 2 PER LAC.F.C.D. STANDARD NO. 2 -D162.
ly 31 CONSTRUCT' 6• V.C.P. SEWER LATERAL
3 2 4
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2
1 33 CONSTRUCT 6" P.C.C. SUBSLAB WITH 6" X 6" - 10# X 10# W. W.F.
32..1 SLAB SHALL BE 4" BELOW FINISHED ELEVATIONS.
"1 �, , o-- CONSTRUCT' 3" AC. ON 7" AB. (DRIVING LANES). bN SIT�i
7 -.r.. - i" ST9 25,SANKUTS
ABANDON EXISTING 6" V.C.P. LATERAL IN PLACE.
57r, C. d G.
` i ' • L / A4a, a_ CONSTRUCT 3" P.V.C., SCHEDULE 40 OR APPROVED EQUAL.
-4 37 CONSTRUCT 4" P.V.C., SCHEDULE 40 OR APPROVED EQUAL.
5 a- CONSTRUCT 5" P.V.C., SCHEDULE 40 OR APPROVED EOUAL
i G)_ CONSTRUCT 6" P.V.C., SCHEDULE 40 OR APPROVED PAUAL.
35..
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In
GK.Y 4T CORE DRILL HOLE IN CURB.
.. al 4 "MA O /AM E'T R
42 INSTALL 3" X 9" C.I. PIPE AND ADAPTOR PER ALHAMBRA FOUNDRY A -470.
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INSTALL 3" X 12 1/2" C.I. PIPE AND ADAPTOR PER ALHAMBRA FOUNDRY A -470.
'�• - 3'R! _ f `' LL �F �,, I :' O - INSTALL 4" X 14" C.I. PIPE AND ADAPTOR PER ALHAMBRA FOUNDRY A -470.
P �7
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CONSTRUCT PARKWAY DRAIN NO. 1 PER CITY STANDARD NO. 417.
(46� -BREAK INTO EXISTING CATCH BASIN PE2 L,4.C.FC.0. STD. NO. 2- 0224.
6 61 26'00' 47 T2ENCH 2EMOV4L E 26GONS TK UGT'ON PC C- M. S-r 0 819.
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/ 91 pJ°�FV 51 .REPLACE RC -C. IMPROVEMENTS PER C/TY STD- 611 .
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BENCH MARKS PREPARED UNDER THE DMECTMN OF,
!CITY OF COSTA ESA B.M. NO. 145 BLEV 30.5F -- BEING A CHISELED •p" IN THE CENTER OF THE
B RETURN AT M THE N/E CORNER OF HARBOR BLVD. AND SUNFLOWER AVE
CITY OF COSTA MESA B.M. NO. 165 ELEV 35.77 -- SET IN THE HALF DELTA OF THE SOUTHEAST CURB •'C C.-„ r
RETURN OF HARBOR BLVD. AND MACARTMA BLVD. I ,JOHN E. STEVENSON R.C.E. 622446
TO CONVERT FROM ORANGE COUNTY DATUM TO CITY OF COSTA MESA
DATUM, ADD 0.70' TO THE ORANGE COUNTY DATUM.
,REVISIONS DATE BY DATE, 2- 28-88
DATE
2- 28 -8°J
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DESIGN
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- ( la- CONSTRUCT 3" A.C. ON 5" A.B. *(PARKING ON SIT1 =)
• ( �-� 1 ! i 2�- CONSTRUCT 6" P.C.C. CURB PER DETAIL SHT- 1
I
7 (� CONSTRUCT 6" P.C.C. CURB AND GUTTER PER DETAIL SHT 1
M%wlm
4.
A 34.2 13.91 x
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till • '..
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MIN
11
II Ilr I k - CONSTRUCT' MOD. P.C.C. CURB AND GUTTER PER DETAIL SHT I
CONSTRUCT P.C.C. DRAINAGE GUTTER PER DETAIL SH T. I
- S S7A. 144+67
c,
7& CONSTRUCT LOCAL DEPRESSION NO. 4 PER L.AC.F.C.D. STANDARD 2D -415.
a
32.6 t
-) a- CONSTRUCT HANDICAP RAMP PER DETAIL SHT. 1
- 4 9 CONSTRUCT P.C.C. DRIVE APPROACH PER DETAIL SHT. I
CONSTRUCT 4" P.C.C. SIDEWALK.
&X. TEL E M H.
- 2 m •' ! 4I d k 11 CONSTRUCT 3" A.C. ON TAB. • (DRIVING LANES).
I 13 CONSTRUCT LOCAL DEPRESSION #4 (MOD.) PER LA- F.C.D: STANDARD 2D -415.
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x 32.7 32.5 ( A
} X15 CONSTRUCT 24" R.C.P. (1250 -D).
CONSTRUCT 6 "PV.C. CLBAA1-0V/T
• i
•� i 18 REMOVE EXISTING DRIVEWAY APPROACH.
;> �L
x 19 PROTECT IN PLACE.
• - " i 3 A ' - ADJUST MANHOLE RIM TO GRADE.
�
25' 25'1 1 4.A.P■
0 L PI-105 iL 22 ,¢EMO�/E CUQB t' GU-T'TF�¢ 6Y CJO //,-/
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U
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1ST. STA / +
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/ - S - J/ T. C-. CONSTRUCT SEWER CLEANOUT PER CMSD STANDARD S -107.
�r 34 35. tl av� s/a 1 in�.r
CONSTRUCT 6" P.C.C. ON 4" AB. W / #4 BARS 18" O.C. EACH WAY PER STRUCTURAL DWG
2.
o-- CONSTRUCT CATCH BASIN NO. 2 PER LAC.F.C.D. STANDARD NO. 2 -D162.
ly 31 CONSTRUCT' 6• V.C.P. SEWER LATERAL
3 2 4
-%r i' "- .,r,; •+J , 1� % 32 RELOCATE EXISTING STREET LIGHT (BY OTHERS).
2
1 33 CONSTRUCT 6" P.C.C. SUBSLAB WITH 6" X 6" - 10# X 10# W. W.F.
32..1 SLAB SHALL BE 4" BELOW FINISHED ELEVATIONS.
"1 �, , o-- CONSTRUCT' 3" AC. ON 7" AB. (DRIVING LANES). bN SIT�i
7 -.r.. - i" ST9 25,SANKUTS
ABANDON EXISTING 6" V.C.P. LATERAL IN PLACE.
57r, C. d G.
` i ' • L / A4a, a_ CONSTRUCT 3" P.V.C., SCHEDULE 40 OR APPROVED EQUAL.
-4 37 CONSTRUCT 4" P.V.C., SCHEDULE 40 OR APPROVED EQUAL.
5 a- CONSTRUCT 5" P.V.C., SCHEDULE 40 OR APPROVED EOUAL
i G)_ CONSTRUCT 6" P.V.C., SCHEDULE 40 OR APPROVED PAUAL.
35..
k - '�, ,, ! CONSTRUCT 8" P.V.C., SCHEDULE 40 OR APPROVED EQUAL
In
GK.Y 4T CORE DRILL HOLE IN CURB.
.. al 4 "MA O /AM E'T R
42 INSTALL 3" X 9" C.I. PIPE AND ADAPTOR PER ALHAMBRA FOUNDRY A -470.
cJ / T L/
INSTALL 3" X 12 1/2" C.I. PIPE AND ADAPTOR PER ALHAMBRA FOUNDRY A -470.
'�• - 3'R! _ f `' LL �F �,, I :' O - INSTALL 4" X 14" C.I. PIPE AND ADAPTOR PER ALHAMBRA FOUNDRY A -470.
P �7
A-32- Q
CONSTRUCT PARKWAY DRAIN NO. 1 PER CITY STANDARD NO. 417.
(46� -BREAK INTO EXISTING CATCH BASIN PE2 L,4.C.FC.0. STD. NO. 2- 0224.
6 61 26'00' 47 T2ENCH 2EMOV4L E 26GONS TK UGT'ON PC C- M. S-r 0 819.
o eD. i 2 ('A.c.//6 "CMB
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/ 91 pJ°�FV 51 .REPLACE RC -C. IMPROVEMENTS PER C/TY STD- 611 .
to! l[ .L
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3 % Rl IC % 2 t\ P4 I `JJ i lCA4' kL4GSTONE I 2 FL eq
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U
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CONTRACTOR SHALL RA /St OFc LOWER / eEld/ER MH R/M ELE
J/AT BY RAISINS OR LOWER /NG CONE SECT /OV /F NECESSARY SO THA
1, 24° O. SECT /O/V SHALL NOT EAMAX /MUM Of /B h/GH
®E v6VTCLA /M6
2 T
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PROP. C 32,e .40J RlAf 70 13 60
4.:
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S i �/ I PRIVATE TEL6PHoNE CONDO /Y
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FNS' G pJE' r' '/S rs Oo * NO 22446
19� 54? o S '5
ly - SCeIVIC �► 6 �Sl R EXP, g _�
_ r \
BENCH MARKS PREPARED UNDER THE DMECTMN OF,
!CITY OF COSTA ESA B.M. NO. 145 BLEV 30.5F -- BEING A CHISELED •p" IN THE CENTER OF THE
B RETURN AT M THE N/E CORNER OF HARBOR BLVD. AND SUNFLOWER AVE
CITY OF COSTA MESA B.M. NO. 165 ELEV 35.77 -- SET IN THE HALF DELTA OF THE SOUTHEAST CURB •'C C.-„ r
RETURN OF HARBOR BLVD. AND MACARTMA BLVD. I ,JOHN E. STEVENSON R.C.E. 622446
TO CONVERT FROM ORANGE COUNTY DATUM TO CITY OF COSTA MESA
DATUM, ADD 0.70' TO THE ORANGE COUNTY DATUM.
,REVISIONS DATE BY DATE, 2- 28-88
DATE
2- 28 -8°J
SCALE
AS SHOWN
DESIGN
H -L.
DRAVN
CHECKED
R.B.
=E 30f�_CONC
PREPARED FOR:
C.J. SEGERSTROM & SONS
3315 FAIRVIEW ROAD
COSTA MESA, CALIF. 92626
(714)546 -0110
rF 7•� 0/17L \
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2E 80 - 24x^47
NOTE SEE L.A1V05CAPE ARC7ffI7,FC7S
qL7.7OMH` PLANS FOR h'ARD SCAPE L.AY_CLj7T /A/ -
-- TH /S AREA
HARBOR - GATEWAY BUSINESS PARK
PRECISE GRADING
NORTHWEST QUADRANT
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