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4zr
14
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fj
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q
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A-
1411
7'
-Ml
SHEETS
SHEET I Of
s�5
lc�
ESTIMATE OF QUANTITIES
,4,1
PLAN It PROFILE
le,
'IFEET EXCAVAT 1%
........ .... -C
To
2" AX.: SURFACING_ 14 IAS
�T�EET IMPFCVEMEhTS
4- "A
3' A.C. SURFACING.J55 roras 47jM 15-F
........................ ..
4/� 1 GALS.
PRIME COAT ..... .
..................
W4- tONS
AGGREGATE OA
SE
. . . . . . . . . . . T,,,7MCT)V0,w 44-36
IN T 14E COUNTY OF ORANCaL
8" AGGREGATE BASE 2;A.TOhS
.. . ..................... .
s
SEAL COAT ------- --- jg�kGALS.
.................
PREPARE[ 6�: JEhhJhGS-fALDfFMAh, INC.
-2: CURB GUTTEF L.F. 13f ol.-wALf4INGTON AVE., SANTA ANA,
TYPE 'b, ...... ----------%------
:1
. . . . . . . . . . . . . . . . . . . .
E 14,
-----------------
TYPE �Q' CURB & �UTTEE__�. "�s L.F
r A I
�114
�18" P.C.C. UTTEF .... ---- ---- b(al S. F. H E. +�.ALDERM R r.E. 87�-'z
cgoss ------
4e'
P.C.C. SID. SIDEWALK --------- S.F.
APPROVEC:
------------
ASSI ST. ROAD COMM ISSIONEF I CCLNT� c-UFVEiGF
P.C.C. SID. SIDEWALK LAKPING. ------------
Eft V.C.P., SEWEfi�, L-F.
..................
APPROVED:-
,'STANDARD MANHOLES S nNT A 0A VEICHTS WATER COmPw
PA hR Y M. BROWN, PRESIDENT
L
E"*V.C.P. HOUcE, CONNECTim
----------
W ATE R, MAIN Lf -APPROVED:_ ----
...
-COSTA MESA SANIJARY VIETkICT, fkLS4ZEW A,:j
_.��. I _EA.
----------------
---- A.
1. ALL WORK DONE SHALL CONFORM TO THE COUNTY OF ORANGE STREET
AND H IGHWAY SP ED Aury =R
I CXFTEFS. ...... .
_EA.
P90vksf0Ns 4,04, &n02 CD04, (60s, coaa,
STREET DR RESSIONS 'ARE MADE, CRIVEViAl APPPOACH,,WILL CE
R Y NDARD PLAN NO. 10q
STREET LIGHTS ..... . ...... &_EA.
TS
Y IS MA�E
L f
R F0 PANEL
........ IN CONJUNCTION WITH THIS TRACT, WILL BE RESURFACED WITHIN Te
L
.............
WATER LATEFALS TO BE INSTALLEP PRIOR TO PAVING OF STPEETS.
-1: PEFLECio
OkSTRUCTT4pe FS ON PADDLES-�--.
B �.
'A61t T�AhcIlIOhj Cuf-a
23 L V. R
-9. IN ACCORDANCE WITH EXCAVATION O E�-S-t$414 Pctvsnq
'10. -THE WATER SYSTEM SHALL-BE INSTALLED TO CONFORM TO THE STANDARWOF
T HTS WATER C 0
T Y
-STREET NAME GNS
S
Nhim STF ET
ATREE
S VEMENTS
C FUT
C - - — �s / 1: 0
IRON PIPE AT ALL LOT CORNERS AND A 2" INO
01,1 N PIPE AT ALL.
CVAWC* VPXrpAS4VS S=Ctr I IYU INA AVA�;,
-7
I ERV A L S 5s f--STAND PL KO 4.c�l .
R IXTURES SHALL HAVE A CLEANESS
�VALUE OFNOT, tESS THAN 7rl, wHEilo SUBJECTED TO THE CLEANESS TESTS
D N 227-6.
PRIVATE ENGINEER'S
-4
%ACTOFS
ICE TO-COkTF
-OF AND
:18) THE AVERAGE VALUE
SS
;TH ND NY I
NO INDIVIDUAL SAMPLE' LESS T14AN 70 WHEN, THE TEST I PEFFORNIF
R WN 0 -THESE PLANS A ARCH
OF AVAILABLE RECORDS. 10 THE BEST OF OUR KNOWLEDGE THERE T S N -ARE NO iEXISIIkG UTILITIES EXCEPT AS SHOAN ON THESE PLANS.
101 SEWER SYSTEM AS SHOWN ON THE PLANS B
N
44E CONTRACTOR IS R E OU I R ED� TO TAKE DUE PRECAUTIONARY COSTA MESA SANITARY DISTRICT.
96" V.C.P. T
ROTECT THE UTILITY LINES IHOWN AND ANY. 07 14-ER' L I NES
RAVI GS.
1 TO D H
+OT CF RECOWOP NOT WWN ON THESE N
'LOCATION OF THE 14OUSE CONNECTION FOR EACH LOT. ALL WATER AND
NN P ING
17. THE SEWER MANHOLE FRAMES AND COVrRS SHALL Bf LEFTfl,* BELO
5UM12ADe THE SEWER CONTRACTOR SHALL RASE TH
D A s
t-COMPLETED.
By COUN
I... . LITY TFENCI* BACKF ILLS I N
A
STREET SHEET 19. WATER MAIN TO HAVE ?!`�*MIKIMUM COVER.
I VG WITV
S Y -
tGASUS STFEI
, 2 21. WATER SERVICES AS SHOWN ON THESE' PLANS TO 6C I" CCFPEF SINGLE
-SERVICES WITH B STCPS K2230)
' ROR S
WACr, N40
n. -.,ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO SA14TA ANA H E I GWTS
WATER M 6C PE9
'SANTA ANA 14EIGHTS WATER COMPANY STANDARDS.
17�
t A,
S
CENTER L
ALISADES RE. fCC !
R
R
I Fs E
0' LEV. 118.241 C
711e," r I
TRA C T NO d436'
1, Otoc— 2
7 i� 14 SlXir: 7
fj
t:74 , 7ir
j1I Ii,# . . .....
-Ae
q
07 1�
W. 401, 1
A-
1411
7'
-Ml
SHEETS
SHEET I Of
s�5
lc�
ESTIMATE OF QUANTITIES
,4,1
PLAN It PROFILE
le,
'IFEET EXCAVAT 1%
........ .... -C
To
2" AX.: SURFACING_ 14 IAS
�T�EET IMPFCVEMEhTS
4- "A
3' A.C. SURFACING.J55 roras 47jM 15-F
........................ ..
4/� 1 GALS.
PRIME COAT ..... .
..................
W4- tONS
AGGREGATE OA
SE
. . . . . . . . . . . T,,,7MCT)V0,w 44-36
IN T 14E COUNTY OF ORANCaL
8" AGGREGATE BASE 2;A.TOhS
.. . ..................... .
s
SEAL COAT ------- --- jg�kGALS.
.................
PREPARE[ 6�: JEhhJhGS-fALDfFMAh, INC.
-2: CURB GUTTEF L.F. 13f ol.-wALf4INGTON AVE., SANTA ANA,
TYPE 'b, ...... ----------%------
:1
. . . . . . . . . . . . . . . . . . . .
E 14,
-----------------
TYPE �Q' CURB & �UTTEE__�. "�s L.F
r A I
�114
�18" P.C.C. UTTEF .... ---- ---- b(al S. F. H E. +�.ALDERM R r.E. 87�-'z
cgoss ------
4e'
P.C.C. SID. SIDEWALK --------- S.F.
APPROVEC:
------------
ASSI ST. ROAD COMM ISSIONEF I CCLNT� c-UFVEiGF
P.C.C. SID. SIDEWALK LAKPING. ------------
Eft V.C.P., SEWEfi�, L-F.
..................
APPROVED:-
,'STANDARD MANHOLES S nNT A 0A VEICHTS WATER COmPw
PA hR Y M. BROWN, PRESIDENT
L
E"*V.C.P. HOUcE, CONNECTim
----------
W ATE R, MAIN Lf -APPROVED:_ ----
...
-COSTA MESA SANIJARY VIETkICT, fkLS4ZEW A,:j
_.��. I _EA.
----------------
---- A.
1. ALL WORK DONE SHALL CONFORM TO THE COUNTY OF ORANGE STREET
AND H IGHWAY SP ED Aury =R
I CXFTEFS. ...... .
_EA.
P90vksf0Ns 4,04, &n02 CD04, (60s, coaa,
STREET DR RESSIONS 'ARE MADE, CRIVEViAl APPPOACH,,WILL CE
R Y NDARD PLAN NO. 10q
STREET LIGHTS ..... . ...... &_EA.
TS
Y IS MA�E
L f
R F0 PANEL
........ IN CONJUNCTION WITH THIS TRACT, WILL BE RESURFACED WITHIN Te
L
.............
WATER LATEFALS TO BE INSTALLEP PRIOR TO PAVING OF STPEETS.
-1: PEFLECio
OkSTRUCTT4pe FS ON PADDLES-�--.
B �.
'A61t T�AhcIlIOhj Cuf-a
23 L V. R
-9. IN ACCORDANCE WITH EXCAVATION O E�-S-t$414 Pctvsnq
'10. -THE WATER SYSTEM SHALL-BE INSTALLED TO CONFORM TO THE STANDARWOF
T HTS WATER C 0
T Y
-STREET NAME GNS
S
Nhim STF ET
ATREE
S VEMENTS
C FUT
C - - — �s / 1: 0
IRON PIPE AT ALL LOT CORNERS AND A 2" INO
01,1 N PIPE AT ALL.
CVAWC* VPXrpAS4VS S=Ctr I IYU INA AVA�;,
-7
I ERV A L S 5s f--STAND PL KO 4.c�l .
R IXTURES SHALL HAVE A CLEANESS
�VALUE OFNOT, tESS THAN 7rl, wHEilo SUBJECTED TO THE CLEANESS TESTS
D N 227-6.
PRIVATE ENGINEER'S
-4
%ACTOFS
ICE TO-COkTF
-OF AND
:18) THE AVERAGE VALUE
SS
;TH ND NY I
NO INDIVIDUAL SAMPLE' LESS T14AN 70 WHEN, THE TEST I PEFFORNIF
R WN 0 -THESE PLANS A ARCH
OF AVAILABLE RECORDS. 10 THE BEST OF OUR KNOWLEDGE THERE T S N -ARE NO iEXISIIkG UTILITIES EXCEPT AS SHOAN ON THESE PLANS.
101 SEWER SYSTEM AS SHOWN ON THE PLANS B
N
44E CONTRACTOR IS R E OU I R ED� TO TAKE DUE PRECAUTIONARY COSTA MESA SANITARY DISTRICT.
96" V.C.P. T
ROTECT THE UTILITY LINES IHOWN AND ANY. 07 14-ER' L I NES
RAVI GS.
1 TO D H
+OT CF RECOWOP NOT WWN ON THESE N
'LOCATION OF THE 14OUSE CONNECTION FOR EACH LOT. ALL WATER AND
NN P ING
17. THE SEWER MANHOLE FRAMES AND COVrRS SHALL Bf LEFTfl,* BELO
5UM12ADe THE SEWER CONTRACTOR SHALL RASE TH
D A s
t-COMPLETED.
By COUN
I... . LITY TFENCI* BACKF ILLS I N
A
STREET SHEET 19. WATER MAIN TO HAVE ?!`�*MIKIMUM COVER.
I VG WITV
S Y -
tGASUS STFEI
, 2 21. WATER SERVICES AS SHOWN ON THESE' PLANS TO 6C I" CCFPEF SINGLE
-SERVICES WITH B STCPS K2230)
' ROR S
WACr, N40
n. -.,ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO SA14TA ANA H E I GWTS
WATER M 6C PE9
'SANTA ANA 14EIGHTS WATER COMPANY STANDARDS.
17�
t A,
S
CENTER L
ALISADES RE. fCC !
R
R
I Fs E
0' LEV. 118.241 C
711e," r I
TRA C T NO d436'
1, Otoc— 2
7 i� 14 SlXir: 7
b
Y