S-56-3.1-3.13+t
s
-
y"
ki +•
1-
I �
t
,s
r'
ft
E
I "CHAIR FCD .....
DDUG"A FIR OR DS. REDWOOD I_ o —{_ 7 !
2' +6" 14' GUARD RA , S.S:
" IL 5.4.5. .
TYPE W T R REFLECTOR
I
GROUND
LJ L LJ L L
8" % 8" x G'-B' POSTS, 5.4 S., D. 13, REDWOOD OR SALT- TREATED S.S. DOUGLAS FIR
I
-DAP POST 1/2"
'/2" " 11" CARRIAGE BOLTS
STANDARD GUARD PANEL
NOTE roi/ sho // be po;nted per stondar'd streets and highway SPecifiCOtiOnS.
2. Two Reflector P /aces sho. be oftoc,hed, Type !N-2,'R as adopted by the State
Division of Highways.
i,
PAVEMENT WIDTH
(..___ PMT, WIDTH.
1 I .
3/8" Radius- -3/4" Radius G.
s .. °� /e �� Radws...... I ..:!...'3/4" Radius
- PORTLAND CEMENT CONCRETE p'
:-TOP OF PAVEMEN?
: -'TOP OF PAVEMENT
\Np •a _'_" _ \N
5 - 514
r'
3/4" Radius u D CDI ^I •, f D o �yi
o
-PcG I � Ni_
POR'LAND CEMENT CONCRETE '
1
+
SECTION SECTION
TYPE "C" CURB A CUTTER TYPE "D" CURB 6 CUTTER
„ems
I
.u� 4
G' I 20' � 20' - - -_ -- G' 4
r I
2" P.M.S.
.SLOPE- ' /a "•I, I 6" GROWN ........\ '
a U. z. 6.6. 5C. 2 PC.
• -TYPE "D" CURE fr GUTTER OR TYPE "E "CUR86 GUTTER
..A' r<4' -0" P.C.C. SIDEWALK
Ir TYPICAL STREET .SECTION
I• STREETS WITHIN TRACT
R
'�. . N'LY it -
4.0'
Q' 4' 13
EXIST. PAVEMENT
SLOP r ^. 3" P.M S j : • 'CEN
E /a I �
6 U. R.6 b S.C.2 P.C.
'TYPE °C' CLR7, Fr GUTTER
4" K 4' -C" P.C.C. SIDEWALK
BAKER AVENUE
e
i
i .
i
I
IEYIST. PVMT.
A
t
M.S.
y fat
JOIN
SLOPE '/a" : p
..-YPE "G" CUR(5 Fr GUTTER '
4 "+ 4'-0" P.C.C. SIDEW
ALK
I t FAIRVIEW ROAD
noF V4":
I'
srREEr
Conway Avenue
'" Ki//ybrooke Lome
Oo�nybraok Lone
!�/orren Lone
Porne// P /ace
fernheath Lone
Donegal Place
"` �L/urroy Lane
Loren Lane
Baker- fl venue
Dorset Lone
fair -view Road
,4//ey "q ,
Be /Post lluenue
5' I
PORTLAND CEMENT' CONCRETE
4—V`4 bars, sae plan - c ° o //�
Co "9 e0'D °,a • p" a0i°'-'p 00.°OO°°QO °O
of cross gutter .00: 0.0 6•°° ooQeopo •obco ° °.�dBDOg000pOe�oe0b�d0
6" UNTREATED ROCK
SECTION OF STD. CROSS CUTTER
PMT. W/OTN N/ �
%g Rodrus Q/
25
24
. � = "3/4 "Rodrus LPM 23 TO ,
• a ;..% Radius
°,I • p G o
- P.C.G.
TYPE "E"
CURB a GUTTER SECTION
t '\
SHEET N °_
2, 3
4
4
5
5
6
6
8
9
9
LO CATION
;
MAP
202 203 204 205 1
206
r
i +... -.,. ,... ..,.. a :... ... Yq_ '
�!! dl i r
,0
I
IMPROVEMENT ,PLA�NS�,�,,a;
"
COSTA MESA, CALIF,ORNIA
d
DEVELOPER
THE HALE COMPANY
8002 CENT2AL AVENUE-
GARDEN GROVE, GALtf^
ENGINEER
FRANCIS H. 3U LOT CONSULTING EtiGN °ERS, 'NC
REGIS'ERED CIV1 EV! NEE2
LCS ANGE:ES • PASADENA C055a
19!0 HARbOR BLVD, CDS'A,S�ESA, CAL' - •..
ENGINEER ��'� +r -ui ✓ � (� ^A`E� Yc' �.S_J � _ '+
R.E. N? 6190
a
APP.20 ✓EO �[�
CTY F OINEER, CITY OF COSrA MESA
s
PRESID NT COSTA MESA SANITARY DISTRICT
GEN. MA" R OILANGIE CO'UN'Y SANI'AfiY DIS'RIOT N? 6
AoPROYEO � � x! Zo GL�r /j _ 0A*
WATER SUPERINTENDETN7 r�i ITY OF''��0 S1A M'.
General Notes
/. Monho% rings and covers fo be instal %d of;fen ,00ue—e,
2. Sfoticning re, °ers to ¢` of streets unless o,Fhenr:' /SC , ^. ^ 1'� `r a r a��' rr k , w � M � ; ��
3. The water syster, will bP instal %d to Coafb�m !o fhe
: 4. The sewer systeir, vil/ be ins F o %/ e d ,! a standards cf,f.F e < /I n 1 � '�%��•_t,�i:w>texr'wr� �•.
CCS,o �e� S� ^'� ri z S ' •. + .
5, p// street work shall conFo�m to fhe Standards o`' `he C ` � � c° , ��Fs � " �' ' •" � ''{'
6. ('✓here Cr %�ewoy�deoressions ore constructed, the
be Constructed to fhe ,property line per sfondOrds o� fhe C � nr ' �° :' '�° � '� *ia tf H -,� '� ��" k,
7. fxisti�g manho /es sho // be ogjusted to he
Fh'shed gr`ad`e ^� �1�F ^'rte:`
1
t' t
r y y1
ESTIMATED QUANTITIES -d,
Curb and gutter Type E l,F
Curb and Gutter Type 'C' 1 ,e74 L.F.
Curb and Gutter Type 10,560 L.F.
Curb around returns 1;099 L F
Cross Gutters 9,685 sq,ft
Sidewalks
Excavation 5_,2c.,5 �cu.yd5
Embankment 9902 cu 4&
2" Plant Mix Surfacing 3.6a1176 s�• -ff
3" Plant M(x Surfacing 44,01e_sa_ft
Untreated Rock Base • I0 ,134 _tons
SC2 Prime Coat II�33c! 9c�s}
4" Transits Pipe 1 -1127 1,.F
6" TrOnslte Pipe - " 5- ,IO4 .'_•F
8" Tronalte Pipe 2,499 L.F.
12" Concrete Cylinder Pipe 11602 L.F.
4" Gate Valves 8
6" Gate Valves 1 � • 14
8 Gate Valves _. 3
12 Gate Valves
F(re Hydrant Assembly 19
I' /2" Copper Service - 21139_l.:Fr
I" Copper-, Service 275 I_ +�
r
6 V. C. P.
B V, C. P. — "8
6" Transits 7_ 68 t-. F.
Manholes 3
Lam holes
Sewer Lift Station
14 C.M.P. Culvert I
� aN
i
f i
F d
'Y a
Y
r
1
Rif C1 i1 i " JI
e t
1 1
40'
Qo;
FLOW LINE,-- � i : -CURS FACE
N LLa i
PC.C. 8" THICK
g -kz" � burs, 4'long, 9 'from each Gage,
STANDARD CROSS CUTTER 14"c.e. , s "tram baYtom, in each end.
Use smooth bars, grease or wrap one
cnd of eoc% bar.
_..�: -_ _ _ __ ...----._ _.- �._,._._:��_.�— »— •-- :..._,._ �. __.,.__�...-- -- -�- -�-= - -..__ _..mow
STANDARD GUARD PANEL
NOTE roi/ sho // be po;nted per stondar'd streets and highway SPecifiCOtiOnS.
2. Two Reflector P /aces sho. be oftoc,hed, Type !N-2,'R as adopted by the State
Division of Highways.
i,
PAVEMENT WIDTH
(..___ PMT, WIDTH.
1 I .
3/8" Radius- -3/4" Radius G.
s .. °� /e �� Radws...... I ..:!...'3/4" Radius
- PORTLAND CEMENT CONCRETE p'
:-TOP OF PAVEMEN?
: -'TOP OF PAVEMENT
\Np •a _'_" _ \N
5 - 514
r'
3/4" Radius u D CDI ^I •, f D o �yi
o
-PcG I � Ni_
POR'LAND CEMENT CONCRETE '
1
+
SECTION SECTION
TYPE "C" CURB A CUTTER TYPE "D" CURB 6 CUTTER
„ems
I
.u� 4
G' I 20' � 20' - - -_ -- G' 4
r I
2" P.M.S.
.SLOPE- ' /a "•I, I 6" GROWN ........\ '
a U. z. 6.6. 5C. 2 PC.
• -TYPE "D" CURE fr GUTTER OR TYPE "E "CUR86 GUTTER
..A' r<4' -0" P.C.C. SIDEWALK
Ir TYPICAL STREET .SECTION
I• STREETS WITHIN TRACT
R
'�. . N'LY it -
4.0'
Q' 4' 13
EXIST. PAVEMENT
SLOP r ^. 3" P.M S j : • 'CEN
E /a I �
6 U. R.6 b S.C.2 P.C.
'TYPE °C' CLR7, Fr GUTTER
4" K 4' -C" P.C.C. SIDEWALK
BAKER AVENUE
e
i
i .
i
I
IEYIST. PVMT.
A
t
M.S.
y fat
JOIN
SLOPE '/a" : p
..-YPE "G" CUR(5 Fr GUTTER '
4 "+ 4'-0" P.C.C. SIDEW
ALK
I t FAIRVIEW ROAD
noF V4":
I'
srREEr
Conway Avenue
'" Ki//ybrooke Lome
Oo�nybraok Lone
!�/orren Lone
Porne// P /ace
fernheath Lone
Donegal Place
"` �L/urroy Lane
Loren Lane
Baker- fl venue
Dorset Lone
fair -view Road
,4//ey "q ,
Be /Post lluenue
5' I
PORTLAND CEMENT' CONCRETE
4—V`4 bars, sae plan - c ° o //�
Co "9 e0'D °,a • p" a0i°'-'p 00.°OO°°QO °O
of cross gutter .00: 0.0 6•°° ooQeopo •obco ° °.�dBDOg000pOe�oe0b�d0
6" UNTREATED ROCK
SECTION OF STD. CROSS CUTTER
PMT. W/OTN N/ �
%g Rodrus Q/
25
24
. � = "3/4 "Rodrus LPM 23 TO ,
• a ;..% Radius
°,I • p G o
- P.C.G.
TYPE "E"
CURB a GUTTER SECTION
t '\
SHEET N °_
2, 3
4
4
5
5
6
6
8
9
9
LO CATION
;
MAP
202 203 204 205 1
206
r
i +... -.,. ,... ..,.. a :... ... Yq_ '
�!! dl i r
,0
I
IMPROVEMENT ,PLA�NS�,�,,a;
"
COSTA MESA, CALIF,ORNIA
d
DEVELOPER
THE HALE COMPANY
8002 CENT2AL AVENUE-
GARDEN GROVE, GALtf^
ENGINEER
FRANCIS H. 3U LOT CONSULTING EtiGN °ERS, 'NC
REGIS'ERED CIV1 EV! NEE2
LCS ANGE:ES • PASADENA C055a
19!0 HARbOR BLVD, CDS'A,S�ESA, CAL' - •..
ENGINEER ��'� +r -ui ✓ � (� ^A`E� Yc' �.S_J � _ '+
R.E. N? 6190
a
APP.20 ✓EO �[�
CTY F OINEER, CITY OF COSrA MESA
s
PRESID NT COSTA MESA SANITARY DISTRICT
GEN. MA" R OILANGIE CO'UN'Y SANI'AfiY DIS'RIOT N? 6
AoPROYEO � � x! Zo GL�r /j _ 0A*
WATER SUPERINTENDETN7 r�i ITY OF''��0 S1A M'.
General Notes
/. Monho% rings and covers fo be instal %d of;fen ,00ue—e,
2. Sfoticning re, °ers to ¢` of streets unless o,Fhenr:' /SC , ^. ^ 1'� `r a r a��' rr k , w � M � ; ��
3. The water syster, will bP instal %d to Coafb�m !o fhe
: 4. The sewer systeir, vil/ be ins F o %/ e d ,! a standards cf,f.F e < /I n 1 � '�%��•_t,�i:w>texr'wr� �•.
CCS,o �e� S� ^'� ri z S ' •. + .
5, p// street work shall conFo�m to fhe Standards o`' `he C ` � � c° , ��Fs � " �' ' •" � ''{'
6. ('✓here Cr %�ewoy�deoressions ore constructed, the
be Constructed to fhe ,property line per sfondOrds o� fhe C � nr ' �° :' '�° � '� *ia tf H -,� '� ��" k,
7. fxisti�g manho /es sho // be ogjusted to he
Fh'shed gr`ad`e ^� �1�F ^'rte:`
1
t' t
r y y1
ESTIMATED QUANTITIES -d,
Curb and gutter Type E l,F
Curb and Gutter Type 'C' 1 ,e74 L.F.
Curb and Gutter Type 10,560 L.F.
Curb around returns 1;099 L F
Cross Gutters 9,685 sq,ft
Sidewalks
Excavation 5_,2c.,5 �cu.yd5
Embankment 9902 cu 4&
2" Plant Mix Surfacing 3.6a1176 s�• -ff
3" Plant M(x Surfacing 44,01e_sa_ft
Untreated Rock Base • I0 ,134 _tons
SC2 Prime Coat II�33c! 9c�s}
4" Transits Pipe 1 -1127 1,.F
6" TrOnslte Pipe - " 5- ,IO4 .'_•F
8" Tronalte Pipe 2,499 L.F.
12" Concrete Cylinder Pipe 11602 L.F.
4" Gate Valves 8
6" Gate Valves 1 � • 14
8 Gate Valves _. 3
12 Gate Valves
F(re Hydrant Assembly 19
I' /2" Copper Service - 21139_l.:Fr
I" Copper-, Service 275 I_ +�
r
6 V. C. P.
B V, C. P. — "8
6" Transits 7_ 68 t-. F.
Manholes 3
Lam holes
Sewer Lift Station
14 C.M.P. Culvert I
� aN
i
f i
F d
'Y a
Y
r
1
Rif C1 i1 i " JI
e t
1 1
40'
Qo;
FLOW LINE,-- � i : -CURS FACE
N LLa i
PC.C. 8" THICK
g -kz" � burs, 4'long, 9 'from each Gage,
STANDARD CROSS CUTTER 14"c.e. , s "tram baYtom, in each end.
Use smooth bars, grease or wrap one
cnd of eoc% bar.
_..�: -_ _ _ __ ...----._ _.- �._,._._:��_.�— »— •-- :..._,._ �. __.,.__�...-- -- -�- -�-= - -..__ _..mow
ALK
I t FAIRVIEW ROAD
noF V4":
I'
srREEr
Conway Avenue
'" Ki//ybrooke Lome
Oo�nybraok Lone
!�/orren Lone
Porne// P /ace
fernheath Lone
Donegal Place
"` �L/urroy Lane
Loren Lane
Baker- fl venue
Dorset Lone
fair -view Road
,4//ey "q ,
Be /Post lluenue
5' I
PORTLAND CEMENT' CONCRETE
4—V`4 bars, sae plan - c ° o //�
Co "9 e0'D °,a • p" a0i°'-'p 00.°OO°°QO °O
of cross gutter .00: 0.0 6•°° ooQeopo •obco ° °.�dBDOg000pOe�oe0b�d0
6" UNTREATED ROCK
SECTION OF STD. CROSS CUTTER
PMT. W/OTN N/ �
%g Rodrus Q/
25
24
. � = "3/4 "Rodrus LPM 23 TO ,
• a ;..% Radius
°,I • p G o
- P.C.G.
TYPE "E"
CURB a GUTTER SECTION
t '\
SHEET N °_
2, 3
4
4
5
5
6
6
8
9
9
LO CATION
;
MAP
202 203 204 205 1
206
r
i +... -.,. ,... ..,.. a :... ... Yq_ '
�!! dl i r
,0
I
IMPROVEMENT ,PLA�NS�,�,,a;
"
COSTA MESA, CALIF,ORNIA
d
DEVELOPER
THE HALE COMPANY
8002 CENT2AL AVENUE-
GARDEN GROVE, GALtf^
ENGINEER
FRANCIS H. 3U LOT CONSULTING EtiGN °ERS, 'NC
REGIS'ERED CIV1 EV! NEE2
LCS ANGE:ES • PASADENA C055a
19!0 HARbOR BLVD, CDS'A,S�ESA, CAL' - •..
ENGINEER ��'� +r -ui ✓ � (� ^A`E� Yc' �.S_J � _ '+
R.E. N? 6190
a
APP.20 ✓EO �[�
CTY F OINEER, CITY OF COSrA MESA
s
PRESID NT COSTA MESA SANITARY DISTRICT
GEN. MA" R OILANGIE CO'UN'Y SANI'AfiY DIS'RIOT N? 6
AoPROYEO � � x! Zo GL�r /j _ 0A*
WATER SUPERINTENDETN7 r�i ITY OF''��0 S1A M'.
General Notes
/. Monho% rings and covers fo be instal %d of;fen ,00ue—e,
2. Sfoticning re, °ers to ¢` of streets unless o,Fhenr:' /SC , ^. ^ 1'� `r a r a��' rr k , w � M � ; ��
3. The water syster, will bP instal %d to Coafb�m !o fhe
: 4. The sewer systeir, vil/ be ins F o %/ e d ,! a standards cf,f.F e < /I n 1 � '�%��•_t,�i:w>texr'wr� �•.
CCS,o �e� S� ^'� ri z S ' •. + .
5, p// street work shall conFo�m to fhe Standards o`' `he C ` � � c° , ��Fs � " �' ' •" � ''{'
6. ('✓here Cr %�ewoy�deoressions ore constructed, the
be Constructed to fhe ,property line per sfondOrds o� fhe C � nr ' �° :' '�° � '� *ia tf H -,� '� ��" k,
7. fxisti�g manho /es sho // be ogjusted to he
Fh'shed gr`ad`e ^� �1�F ^'rte:`
1
t' t
r y y1
ESTIMATED QUANTITIES -d,
Curb and gutter Type E l,F
Curb and Gutter Type 'C' 1 ,e74 L.F.
Curb and Gutter Type 10,560 L.F.
Curb around returns 1;099 L F
Cross Gutters 9,685 sq,ft
Sidewalks
Excavation 5_,2c.,5 �cu.yd5
Embankment 9902 cu 4&
2" Plant Mix Surfacing 3.6a1176 s�• -ff
3" Plant M(x Surfacing 44,01e_sa_ft
Untreated Rock Base • I0 ,134 _tons
SC2 Prime Coat II�33c! 9c�s}
4" Transits Pipe 1 -1127 1,.F
6" TrOnslte Pipe - " 5- ,IO4 .'_•F
8" Tronalte Pipe 2,499 L.F.
12" Concrete Cylinder Pipe 11602 L.F.
4" Gate Valves 8
6" Gate Valves 1 � • 14
8 Gate Valves _. 3
12 Gate Valves
F(re Hydrant Assembly 19
I' /2" Copper Service - 21139_l.:Fr
I" Copper-, Service 275 I_ +�
r
6 V. C. P.
B V, C. P. — "8
6" Transits 7_ 68 t-. F.
Manholes 3
Lam holes
Sewer Lift Station
14 C.M.P. Culvert I
� aN
i
f i
F d
'Y a
Y
r
1
Rif C1 i1 i " JI
e t
1 1
40'
Qo;
FLOW LINE,-- � i : -CURS FACE
N LLa i
PC.C. 8" THICK
g -kz" � burs, 4'long, 9 'from each Gage,
STANDARD CROSS CUTTER 14"c.e. , s "tram baYtom, in each end.
Use smooth bars, grease or wrap one
cnd of eoc% bar.
_..�: -_ _ _ __ ...----._ _.- �._,._._:��_.�— »— •-- :..._,._ �. __.,.__�...-- -- -�- -�-= - -..__ _..mow
I'
srREEr
Conway Avenue
'" Ki//ybrooke Lome
Oo�nybraok Lone
!�/orren Lone
Porne// P /ace
fernheath Lone
Donegal Place
"` �L/urroy Lane
Loren Lane
Baker- fl venue
Dorset Lone
fair -view Road
,4//ey "q ,
Be /Post lluenue
5' I
PORTLAND CEMENT' CONCRETE
4—V`4 bars, sae plan - c ° o //�
Co "9 e0'D °,a • p" a0i°'-'p 00.°OO°°QO °O
of cross gutter .00: 0.0 6•°° ooQeopo •obco ° °.�dBDOg000pOe�oe0b�d0
6" UNTREATED ROCK
SECTION OF STD. CROSS CUTTER
PMT. W/OTN N/ �
%g Rodrus Q/
25
24
. � = "3/4 "Rodrus LPM 23 TO ,
• a ;..% Radius
°,I • p G o
- P.C.G.
TYPE "E"
CURB a GUTTER SECTION
t '\
SHEET N °_
2, 3
4
4
5
5
6
6
8
9
9
LO CATION
;
MAP
202 203 204 205 1
206
r
i +... -.,. ,... ..,.. a :... ... Yq_ '
�!! dl i r
,0
I
IMPROVEMENT ,PLA�NS�,�,,a;
"
COSTA MESA, CALIF,ORNIA
d
DEVELOPER
THE HALE COMPANY
8002 CENT2AL AVENUE-
GARDEN GROVE, GALtf^
ENGINEER
FRANCIS H. 3U LOT CONSULTING EtiGN °ERS, 'NC
REGIS'ERED CIV1 EV! NEE2
LCS ANGE:ES • PASADENA C055a
19!0 HARbOR BLVD, CDS'A,S�ESA, CAL' - •..
ENGINEER ��'� +r -ui ✓ � (� ^A`E� Yc' �.S_J � _ '+
R.E. N? 6190
a
APP.20 ✓EO �[�
CTY F OINEER, CITY OF COSrA MESA
s
PRESID NT COSTA MESA SANITARY DISTRICT
GEN. MA" R OILANGIE CO'UN'Y SANI'AfiY DIS'RIOT N? 6
AoPROYEO � � x! Zo GL�r /j _ 0A*
WATER SUPERINTENDETN7 r�i ITY OF''��0 S1A M'.
General Notes
/. Monho% rings and covers fo be instal %d of;fen ,00ue—e,
2. Sfoticning re, °ers to ¢` of streets unless o,Fhenr:' /SC , ^. ^ 1'� `r a r a��' rr k , w � M � ; ��
3. The water syster, will bP instal %d to Coafb�m !o fhe
: 4. The sewer systeir, vil/ be ins F o %/ e d ,! a standards cf,f.F e < /I n 1 � '�%��•_t,�i:w>texr'wr� �•.
CCS,o �e� S� ^'� ri z S ' •. + .
5, p// street work shall conFo�m to fhe Standards o`' `he C ` � � c° , ��Fs � " �' ' •" � ''{'
6. ('✓here Cr %�ewoy�deoressions ore constructed, the
be Constructed to fhe ,property line per sfondOrds o� fhe C � nr ' �° :' '�° � '� *ia tf H -,� '� ��" k,
7. fxisti�g manho /es sho // be ogjusted to he
Fh'shed gr`ad`e ^� �1�F ^'rte:`
1
t' t
r y y1
ESTIMATED QUANTITIES -d,
Curb and gutter Type E l,F
Curb and Gutter Type 'C' 1 ,e74 L.F.
Curb and Gutter Type 10,560 L.F.
Curb around returns 1;099 L F
Cross Gutters 9,685 sq,ft
Sidewalks
Excavation 5_,2c.,5 �cu.yd5
Embankment 9902 cu 4&
2" Plant Mix Surfacing 3.6a1176 s�• -ff
3" Plant M(x Surfacing 44,01e_sa_ft
Untreated Rock Base • I0 ,134 _tons
SC2 Prime Coat II�33c! 9c�s}
4" Transits Pipe 1 -1127 1,.F
6" TrOnslte Pipe - " 5- ,IO4 .'_•F
8" Tronalte Pipe 2,499 L.F.
12" Concrete Cylinder Pipe 11602 L.F.
4" Gate Valves 8
6" Gate Valves 1 � • 14
8 Gate Valves _. 3
12 Gate Valves
F(re Hydrant Assembly 19
I' /2" Copper Service - 21139_l.:Fr
I" Copper-, Service 275 I_ +�
r
6 V. C. P.
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STANDARD CROSS CUTTER 14"c.e. , s "tram baYtom, in each end.
Use smooth bars, grease or wrap one
cnd of eoc% bar.
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Use smooth bars, grease or wrap one
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STANDARD CROSS CUTTER 14"c.e. , s "tram baYtom, in each end.
Use smooth bars, grease or wrap one
cnd of eoc% bar.
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CONST. STD. TYPE "E " CC/RB e+ GC/i rE.e - -
/ CONST. 2" R A4'5' OVER 4V R,9. & 0 C. 2 P. C.
1311
SEE SHEET 0 E
/A9q
29-5'
/ 29 /
CONST. G" vc.R SEWER H G. 's
CCA,JT 8 ". V. C.P SEWER MAIN --
fONST STD TYPE 'E " CURB 4�, GUT
S'GF 4`LIFF7- 40 4
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PLAN & PROFILE
TOO
STREET IMPROVEMENTS
TRACT NO 2671 '
SEE S/+�EET # 6
CON3T. STD. TYPE 0" CURB GUTTER --
(lRegi,7 of 5)'o!'iof7 // +39) y�
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PLAN & PROFILE
FOR
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? TRACT NO 2671
CONS,. STD. 4 "x 4 =0' OC.C. S //�EW4LK --- - - - - --
E� 1• /� ���P� ! �// CONST. STO. 4-x WI-O' P. C.C. S//OEWALK -- - -- —
�ONST STO, T)'GE "E° CU?8 G 6UTrER - - - -- �,PEi 0�� j �M' q� s
p L � �y �'� 6' cONSr. sro. rrPE 'o' cues � OurrEa —\
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\\ �, 9T eT /� �� .4 /I i (U /�. COVST 2" PM S O!/ER 411 440/3. � 9.C, 2
CONST 8 "Vc.P SEWER -MAIN — - -� t� O Tti 0, y II/ �,
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SEE SHEET ,O 12
PIS S• ,\ \ ' ` 'Y�ti �,
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— p W t^
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v 31 74 'V \ l
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CURB QETURA/ C//R 4 RETURN/
A - 900 R= 25' E,'URN c
o R�25' 9.
_ W
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/ - - - - -- - -- -- — CONST. 2" P M S OVEQ 4" LI Z. /3. fr 6c? R C. - -- -- — -- - - - \ \
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Ci CURB RETURN
W
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PLAN & PROFILE
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4!bhh-
TRACT NO 2671
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- -- CONST. TYPE "C" CURB fi GUTTER \
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1 I
��— C_O_NST V.C.P SEWER ff.C.S
EX /9r SEWER sTRucTUR6 — CONST 8" VC P -SEWER MA /N.
37`IALL 8E REMOVED -- - - - -- /
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COAL9TR 44' Or 14 cMP Ct/LVEA ' '� I
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STREET IMPROVEMENTS
TRACT NO 2671
5C v—r-
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184 X 185 0 I 3
L �I
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CU98 RETURN V I
A-901/q'/01 9.25'
G -39.37 r- 25. /0'._wr
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p CON T b "VCP
. SEWER _yCYs� Y e6B9°4650 "9 =25' W N
t Al NA
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v
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CONST.
COVST STO_4 "x 4' -O"
C. C. 5!1,0,F WA K
60 1
3030'
186 I' I 185 178
WW 0
N
=
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CUIC6 QETUQN I =I �y CUQ3 QETUQN \\ \
d =89 °4630'? =25' a a, _ d =90 °/337 =525'
L = 39-17' T= 24. y0' f -- 11 N - -1 L = 39.' T• 2./0' \
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Ers1�12 "G V.
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HEADWALL S.W. COQ. 1,14Q30Q 31-VO !, G /SLEQ AVE
EL EV. 30. 994
COAST. 570. X - 6117 - J
4 "G .v
98.26 9790 \
PLAN & PROFILE
FOR
STREET IMPROVEMENTS
TRACT NO 267f
SE � SHEET #6 1'11 SEE SHEErM# 5
W
4
i,a 177 170 3 11 169
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l
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j 53- BBALLEY'A"
8Z /0 68.00 68.00' 69.00'
n
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204
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70.54
70.52
CURS RETURN
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; 3
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SEE SHEET �/O
PLAN & PROFILE
FOR
STREET IMPROVEMENTS
TRACT NO 2671
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TRACT NO 2671
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