S-56-9.1-9.10�a t
L4C� E
42 4/ 40 159
30 /43 aN
F 1
41 Costt. 2" RMS. Over ¢" 6 /64;
c 6 Crown U.Q. B. With Prim¢ Coat /
.. . AZr F G „C, F, G"C.F. /6S Q
1 A
a e /66
97 9B
99
wel
/e/
/OZ
/01
a 6 ,06
m6
/07
/o7'
roe
//0
P
5i
9S
94 93 9Z� 9/
DA,Q �QEL L
90
69 a
87
B6
S
B4
B3
e2
/Q
--
w' Sid¢wa /k RC-C, S/d¢wa/k 47
Cbnd f Type b Consf T p¢ "p” or E" U
or'6"Cur& e. TT,o /r AL 'SECT /O/V curb 0 Par
F Guft¢r Abr P/al7 oa 0 /ao —
MONROVIA AVF, REPUBLIC QVE., FEDERAL AVE, "Q
/70
1 N07 to Sca /¢ — -
P W/L SON
27
t 20' 7'
Const. 2" P, M. S, Over Z041.
With Prim¢ cl a
s/ of 6 "Crown / r
Sid¢waf k Cbr7at. 4" PC C.
sio'¢ wo /k
• Cbnat Ty,p¢ "L7" oast ¢
or B" Curb v� 7YPIC,4 L SECTION Curb e% tt¢r Per /o
Guiter Per 0 /a7 of A /an 4 ,
Jd A Si"R!c"E'
/Vat fo .SCc /d S/o r it
Sid¢wo /k
�' Cbnst Tyro¢ •'C
_ Curb �` Gutter
O'
�``' Future
a fir" Foot c c o i ,bIn /mprontm¢nfs 1
a•. • L�J
gwollk d Ground Lin¢
Lbis t 2 P. MS. Over
7pm,
Cbnst T�yyp¢ E 40UC B: Wii l A/*J;te Coot
.Curb �' Gutf¢r
RYA / C,4 4 Ji CTION
WILSON STREET
Nat to Sca /¢ Variob /¢_
' d
lB•or20 �or?O•
k 3 A:F 7 n¢rrf 't vid y(ii//70t7sio77¢d P
To This Rbinf *., ` b `� g d C L Q
1e Radius /L` 2oaiuS d,l... ---
J
_ _ }� . h YPriab/¢
— —
o F I 43�s V olo'
Tq \
'� D lv ,�'O fb`ov¢om�¢nt Variab/¢ �rnh f0j) '(ii o J ati
a `� r.. N a• G- p' - D. F /ewe
- - 4- f2 "iBa/s, 4'4,,V,9 f}am mch'�
Por land Ca 17 Cre, ed�r, /4'cc. , 3 "from brlAom, in each ; o
a�� : Use smooih bars, grease ar ; _
wr4P one end of each bar.
TYPICAL SECT /ON Oc TYPE 7F of s�re¢f
CU,QB !J/VD tale 2
No7' -/-a scale TYP ICAL STREET INTERSECTION
Not to Sca /e
' , Arnrmrzr�t Wldth Dimdnsidn¢d
L %" to 77jis. Point
Ail
��" aberiu,
414c',eadl415 -
p
= b
A / 1�a 4• 7't
TYPIC 4L SECTION "0F TYl �� s e Cr
;" +7'v 11�' C'ZJQB AND GU7-7'EQ u�
Noi fo Scale
i 4
h x
f
y 1
xi R9
{
a,
L47
43
44
4S
46
47
4B
9
SO
P
5i
53
0Z
35
34
33
32
3/ 2 30
19
ZB
27
Z6
Zi
N
B
1 N07 to Sca /¢ — -
P W/L SON
27
t 20' 7'
Const. 2" P, M. S, Over Z041.
With Prim¢ cl a
s/ of 6 "Crown / r
Sid¢waf k Cbr7at. 4" PC C.
sio'¢ wo /k
• Cbnat Ty,p¢ "L7" oast ¢
or B" Curb v� 7YPIC,4 L SECTION Curb e% tt¢r Per /o
Guiter Per 0 /a7 of A /an 4 ,
Jd A Si"R!c"E'
/Vat fo .SCc /d S/o r it
Sid¢wo /k
�' Cbnst Tyro¢ •'C
_ Curb �` Gutter
O'
�``' Future
a fir" Foot c c o i ,bIn /mprontm¢nfs 1
a•. • L�J
gwollk d Ground Lin¢
Lbis t 2 P. MS. Over
7pm,
Cbnst T�yyp¢ E 40UC B: Wii l A/*J;te Coot
.Curb �' Gutf¢r
RYA / C,4 4 Ji CTION
WILSON STREET
Nat to Sca /¢ Variob /¢_
' d
lB•or20 �or?O•
k 3 A:F 7 n¢rrf 't vid y(ii//70t7sio77¢d P
To This Rbinf *., ` b `� g d C L Q
1e Radius /L` 2oaiuS d,l... ---
J
_ _ }� . h YPriab/¢
— —
o F I 43�s V olo'
Tq \
'� D lv ,�'O fb`ov¢om�¢nt Variab/¢ �rnh f0j) '(ii o J ati
a `� r.. N a• G- p' - D. F /ewe
- - 4- f2 "iBa/s, 4'4,,V,9 f}am mch'�
Por land Ca 17 Cre, ed�r, /4'cc. , 3 "from brlAom, in each ; o
a�� : Use smooih bars, grease ar ; _
wr4P one end of each bar.
TYPICAL SECT /ON Oc TYPE 7F of s�re¢f
CU,QB !J/VD tale 2
No7' -/-a scale TYP ICAL STREET INTERSECTION
Not to Sca /e
' , Arnrmrzr�t Wldth Dimdnsidn¢d
L %" to 77jis. Point
Ail
��" aberiu,
414c',eadl415 -
p
= b
A / 1�a 4• 7't
TYPIC 4L SECTION "0F TYl �� s e Cr
;" +7'v 11�' C'ZJQB AND GU7-7'EQ u�
Noi fo Scale
i 4
h x
f
y 1
xi R9
{
a,
r' Bars - - -__-
ass GNffei Qefa,Y Base 9 ^it/.
TYPICA L SECTION OF STD.
P• C.C. CROSS GUTTER
Not to Sc /¢
a
t
af¢d ,Pock
P.
a
+77 //B /Zo /Z/ /1Z I23 /Z¢ /1S BO 79 7B 7S 5 74 73 i 7ZI 7/ 170 69 1 69
sT2EEr
55 56 57 S\ 59 60 61 42 63 64165 66 67
ZZ Z/ w i9 /B 17 K /S 4 /3 /Z // w
. W.
C. F.
6" Crown
Grad¢ on /y
TYPICgLoF SECTION
PLACENTl A AVENUE
/VO7' to .5Ca /e
Natural Ground
2:1
P00PT V7n W/dt17 01me17s1017¢d
7c T/J /s P01r7t
J1,6" Radius,,- �— i �{- ; Radius
v Pav¢rnent
' D � 3 /L" Radius
v l0 D
jIPort /and C¢m¢r7t Cbncret¢
TYPIC,4L SECTION O,c TVPE C"
CURB e GUTTER
Not to Sca /¢
rim¢ Coot
A
t !F { S
a
J °S
4 1
}
x�
6l
Y.
sTRL-,.r T
V
i'
APR 8 -1956.
%MPQOVE-M -9NT PL A/VS
TQA C T
FOR
Al2 28 73
IN
TL16 CITY Or COSTA MESA i
— PREPW RED PW T14E OF
BY: " (c
REGISTSRED CIVIL
APPROVED BY
E OP WSTA DEVELOPERS, /A/C.
7-� . 7;�n. DATE J��• 23, r9S6
VGIN E AM 9963
D4TE,s�
M3 AA MESA CITY ENGINEE,Q
COSTA MESA ,SgAHTgRY DISTRICT
APPROVED BY'
a
ESIDENT uf4 E /ss�
6f .
FAI,Q V /EW COUNTY WATE,? D157-PICT
Ap,OROVED BY:
SE'CR E A 2Y
r •�
A
GENERAL NOTES
A 3¢17oh Mark : ,Rai /road sc/k¢ in /Dower 1001¢ -- NW i/7f¢rs¢etior7 Wilson Sti ¢¢t I `f•
e Olcccntia 4v¢. El¢v, 53, /B per C27 .Sure L B. 407-72 w!
2. - V&i0/7i0 r¢fars 7'C a¢nt¢riinQ Of Stra¢fs. A
3. Curb daa r¢ {¢rs to face of curbs
4, 41/ word done sha // eanform to the standaros of the C /fq of C'05fC M05C and
sha // b¢ comp /¢7'¢d 7`0 7`i O s01'15f0ct1017 of the C71�y En9//700r'
5. The water system shall conform 7'c the stanoo/-ds of the Fah-VICW COUnfy "
Water .District,
6. Th0 Sewer 7iySt rr7 s170`11 Conform 7'c 7'170 standards of 7'h¢ COSto M¢sa
Sanitary District
7 Sewer and wo7{zr connection lat¢ra /s sha // &e installed to c1l lots to 7'h¢ propelrty k
/ln¢ yc fh¢ 10ovii7g of str¢¢ts. }
B. Fire 17ydror7ts shol/ b¢ QOnso/algr List 90-4 or equal. I
°, If dr/v¢way d¢,or¢551o,7s are made, driv¢woy q prooei7 W/// b¢ consioervd c port s
of this p/c/7, and sha /,/ be construct¢od as per City of Costa M¢so' standards
y
\EST /MATE Oc QUANTI T /ES
STREET QUANTITIES SEWER QUANTITIES
eOaOWaY EXC 4 VQTl ? /y'
19,950 N. YQ 8 " ✓. C P SEWER Ma /N 4CM 1 /N. FT
CUKB O,tiZV \ 316 LIN, F7 6" KC. P I/OUSE LATERALS �OdOL /N: FT
TYPE C " CGRB E G�'TT6R l59 L /N, F7, MANHOLES /7 E�JCf!
- - --
TYPE CL B E GUTTr r
4379 L /N, FT, WATER QUANTITIES
TYPE `E° CLRB GUT'e "R 5,755 Z 11 FT, 6"' TR441511E W47i -e MAfitl, CLASS /50 3, /B7L /N• FT
�" PCC S;'Dc 6ti4LK" 30,697 SO, FT (o" 7'?ANS/TE &4rz.,e 0,A /N, CL_ _A_S_S 150 2, 9 Z7 L /A/ Ic
8 "FC.0 CP ^SS v ^UTTrR 2,710 SJ r7. B" 6ATE 114Z 14Y 7 EAC<1
2° R/�1S S ✓KF4C /N.�i 7583 SQ,F7 .6" GATE v4zVES 6 EACi/
11N7/PEa7E0 *'Xk c ^SE 5222 70NS F /2E 171YOZ4417S /2 EACW
PR /ME CCOT 5069 VLS. NOUS6 CoNNfCT/O,V 1-A7fR4ZS _ 170 elCW
MISCELL q EO US
Ca7CN &S1N (U' OPEN/N6)
24" R.CP /66 LIN. FL
CONC. 914OW4LL (S CU 1 CS I f cC /
wCOR RE�LECT�,� PaoOLES 3 fact'.
\t
i
a
i
I
: ; TRW V ?873 SI-1T. /41" /0
a
r.
25� 2
25
• P
Por tlond C¢m¢nt
a
Concrete
af¢d ,Pock
P.
a
+77 //B /Zo /Z/ /1Z I23 /Z¢ /1S BO 79 7B 7S 5 74 73 i 7ZI 7/ 170 69 1 69
sT2EEr
55 56 57 S\ 59 60 61 42 63 64165 66 67
ZZ Z/ w i9 /B 17 K /S 4 /3 /Z // w
. W.
C. F.
6" Crown
Grad¢ on /y
TYPICgLoF SECTION
PLACENTl A AVENUE
/VO7' to .5Ca /e
Natural Ground
2:1
P00PT V7n W/dt17 01me17s1017¢d
7c T/J /s P01r7t
J1,6" Radius,,- �— i �{- ; Radius
v Pav¢rnent
' D � 3 /L" Radius
v l0 D
jIPort /and C¢m¢r7t Cbncret¢
TYPIC,4L SECTION O,c TVPE C"
CURB e GUTTER
Not to Sca /¢
rim¢ Coot
A
t !F { S
a
J °S
4 1
}
x�
6l
Y.
sTRL-,.r T
V
i'
APR 8 -1956.
%MPQOVE-M -9NT PL A/VS
TQA C T
FOR
Al2 28 73
IN
TL16 CITY Or COSTA MESA i
— PREPW RED PW T14E OF
BY: " (c
REGISTSRED CIVIL
APPROVED BY
E OP WSTA DEVELOPERS, /A/C.
7-� . 7;�n. DATE J��• 23, r9S6
VGIN E AM 9963
D4TE,s�
M3 AA MESA CITY ENGINEE,Q
COSTA MESA ,SgAHTgRY DISTRICT
APPROVED BY'
a
ESIDENT uf4 E /ss�
6f .
FAI,Q V /EW COUNTY WATE,? D157-PICT
Ap,OROVED BY:
SE'CR E A 2Y
r •�
A
GENERAL NOTES
A 3¢17oh Mark : ,Rai /road sc/k¢ in /Dower 1001¢ -- NW i/7f¢rs¢etior7 Wilson Sti ¢¢t I `f•
e Olcccntia 4v¢. El¢v, 53, /B per C27 .Sure L B. 407-72 w!
2. - V&i0/7i0 r¢fars 7'C a¢nt¢riinQ Of Stra¢fs. A
3. Curb daa r¢ {¢rs to face of curbs
4, 41/ word done sha // eanform to the standaros of the C /fq of C'05fC M05C and
sha // b¢ comp /¢7'¢d 7`0 7`i O s01'15f0ct1017 of the C71�y En9//700r'
5. The water system shall conform 7'c the stanoo/-ds of the Fah-VICW COUnfy "
Water .District,
6. Th0 Sewer 7iySt rr7 s170`11 Conform 7'c 7'170 standards of 7'h¢ COSto M¢sa
Sanitary District
7 Sewer and wo7{zr connection lat¢ra /s sha // &e installed to c1l lots to 7'h¢ propelrty k
/ln¢ yc fh¢ 10ovii7g of str¢¢ts. }
B. Fire 17ydror7ts shol/ b¢ QOnso/algr List 90-4 or equal. I
°, If dr/v¢way d¢,or¢551o,7s are made, driv¢woy q prooei7 W/// b¢ consioervd c port s
of this p/c/7, and sha /,/ be construct¢od as per City of Costa M¢so' standards
y
\EST /MATE Oc QUANTI T /ES
STREET QUANTITIES SEWER QUANTITIES
eOaOWaY EXC 4 VQTl ? /y'
19,950 N. YQ 8 " ✓. C P SEWER Ma /N 4CM 1 /N. FT
CUKB O,tiZV \ 316 LIN, F7 6" KC. P I/OUSE LATERALS �OdOL /N: FT
TYPE C " CGRB E G�'TT6R l59 L /N, F7, MANHOLES /7 E�JCf!
- - --
TYPE CL B E GUTTr r
4379 L /N, FT, WATER QUANTITIES
TYPE `E° CLRB GUT'e "R 5,755 Z 11 FT, 6"' TR441511E W47i -e MAfitl, CLASS /50 3, /B7L /N• FT
�" PCC S;'Dc 6ti4LK" 30,697 SO, FT (o" 7'?ANS/TE &4rz.,e 0,A /N, CL_ _A_S_S 150 2, 9 Z7 L /A/ Ic
8 "FC.0 CP ^SS v ^UTTrR 2,710 SJ r7. B" 6ATE 114Z 14Y 7 EAC<1
2° R/�1S S ✓KF4C /N.�i 7583 SQ,F7 .6" GATE v4zVES 6 EACi/
11N7/PEa7E0 *'Xk c ^SE 5222 70NS F /2E 171YOZ4417S /2 EACW
PR /ME CCOT 5069 VLS. NOUS6 CoNNfCT/O,V 1-A7fR4ZS _ 170 elCW
MISCELL q EO US
Ca7CN &S1N (U' OPEN/N6)
24" R.CP /66 LIN. FL
CONC. 914OW4LL (S CU 1 CS I f cC /
wCOR RE�LECT�,� PaoOLES 3 fact'.
\t
i
a
i
I
: ; TRW V ?873 SI-1T. /41" /0
a
r.
55 56 57 S\ 59 60 61 42 63 64165 66 67
ZZ Z/ w i9 /B 17 K /S 4 /3 /Z // w
. W.
C. F.
6" Crown
Grad¢ on /y
TYPICgLoF SECTION
PLACENTl A AVENUE
/VO7' to .5Ca /e
Natural Ground
2:1
P00PT V7n W/dt17 01me17s1017¢d
7c T/J /s P01r7t
J1,6" Radius,,- �— i �{- ; Radius
v Pav¢rnent
' D � 3 /L" Radius
v l0 D
jIPort /and C¢m¢r7t Cbncret¢
TYPIC,4L SECTION O,c TVPE C"
CURB e GUTTER
Not to Sca /¢
rim¢ Coot
A
t !F { S
a
J °S
4 1
}
x�
6l
Y.
sTRL-,.r T
V
i'
APR 8 -1956.
%MPQOVE-M -9NT PL A/VS
TQA C T
FOR
Al2 28 73
IN
TL16 CITY Or COSTA MESA i
— PREPW RED PW T14E OF
BY: " (c
REGISTSRED CIVIL
APPROVED BY
E OP WSTA DEVELOPERS, /A/C.
7-� . 7;�n. DATE J��• 23, r9S6
VGIN E AM 9963
D4TE,s�
M3 AA MESA CITY ENGINEE,Q
COSTA MESA ,SgAHTgRY DISTRICT
APPROVED BY'
a
ESIDENT uf4 E /ss�
6f .
FAI,Q V /EW COUNTY WATE,? D157-PICT
Ap,OROVED BY:
SE'CR E A 2Y
r •�
A
GENERAL NOTES
A 3¢17oh Mark : ,Rai /road sc/k¢ in /Dower 1001¢ -- NW i/7f¢rs¢etior7 Wilson Sti ¢¢t I `f•
e Olcccntia 4v¢. El¢v, 53, /B per C27 .Sure L B. 407-72 w!
2. - V&i0/7i0 r¢fars 7'C a¢nt¢riinQ Of Stra¢fs. A
3. Curb daa r¢ {¢rs to face of curbs
4, 41/ word done sha // eanform to the standaros of the C /fq of C'05fC M05C and
sha // b¢ comp /¢7'¢d 7`0 7`i O s01'15f0ct1017 of the C71�y En9//700r'
5. The water system shall conform 7'c the stanoo/-ds of the Fah-VICW COUnfy "
Water .District,
6. Th0 Sewer 7iySt rr7 s170`11 Conform 7'c 7'170 standards of 7'h¢ COSto M¢sa
Sanitary District
7 Sewer and wo7{zr connection lat¢ra /s sha // &e installed to c1l lots to 7'h¢ propelrty k
/ln¢ yc fh¢ 10ovii7g of str¢¢ts. }
B. Fire 17ydror7ts shol/ b¢ QOnso/algr List 90-4 or equal. I
°, If dr/v¢way d¢,or¢551o,7s are made, driv¢woy q prooei7 W/// b¢ consioervd c port s
of this p/c/7, and sha /,/ be construct¢od as per City of Costa M¢so' standards
y
\EST /MATE Oc QUANTI T /ES
STREET QUANTITIES SEWER QUANTITIES
eOaOWaY EXC 4 VQTl ? /y'
19,950 N. YQ 8 " ✓. C P SEWER Ma /N 4CM 1 /N. FT
CUKB O,tiZV \ 316 LIN, F7 6" KC. P I/OUSE LATERALS �OdOL /N: FT
TYPE C " CGRB E G�'TT6R l59 L /N, F7, MANHOLES /7 E�JCf!
- - --
TYPE CL B E GUTTr r
4379 L /N, FT, WATER QUANTITIES
TYPE `E° CLRB GUT'e "R 5,755 Z 11 FT, 6"' TR441511E W47i -e MAfitl, CLASS /50 3, /B7L /N• FT
�" PCC S;'Dc 6ti4LK" 30,697 SO, FT (o" 7'?ANS/TE &4rz.,e 0,A /N, CL_ _A_S_S 150 2, 9 Z7 L /A/ Ic
8 "FC.0 CP ^SS v ^UTTrR 2,710 SJ r7. B" 6ATE 114Z 14Y 7 EAC<1
2° R/�1S S ✓KF4C /N.�i 7583 SQ,F7 .6" GATE v4zVES 6 EACi/
11N7/PEa7E0 *'Xk c ^SE 5222 70NS F /2E 171YOZ4417S /2 EACW
PR /ME CCOT 5069 VLS. NOUS6 CoNNfCT/O,V 1-A7fR4ZS _ 170 elCW
MISCELL q EO US
Ca7CN &S1N (U' OPEN/N6)
24" R.CP /66 LIN. FL
CONC. 914OW4LL (S CU 1 CS I f cC /
wCOR RE�LECT�,� PaoOLES 3 fact'.
\t
i
a
i
I
: ; TRW V ?873 SI-1T. /41" /0
a
r.
C. F.
6" Crown
Grad¢ on /y
TYPICgLoF SECTION
PLACENTl A AVENUE
/VO7' to .5Ca /e
Natural Ground
2:1
P00PT V7n W/dt17 01me17s1017¢d
7c T/J /s P01r7t
J1,6" Radius,,- �— i �{- ; Radius
v Pav¢rnent
' D � 3 /L" Radius
v l0 D
jIPort /and C¢m¢r7t Cbncret¢
TYPIC,4L SECTION O,c TVPE C"
CURB e GUTTER
Not to Sca /¢
rim¢ Coot
A
t !F { S
a
J °S
4 1
}
x�
6l
Y.
sTRL-,.r T
V
i'
APR 8 -1956.
%MPQOVE-M -9NT PL A/VS
TQA C T
FOR
Al2 28 73
IN
TL16 CITY Or COSTA MESA i
— PREPW RED PW T14E OF
BY: " (c
REGISTSRED CIVIL
APPROVED BY
E OP WSTA DEVELOPERS, /A/C.
7-� . 7;�n. DATE J��• 23, r9S6
VGIN E AM 9963
D4TE,s�
M3 AA MESA CITY ENGINEE,Q
COSTA MESA ,SgAHTgRY DISTRICT
APPROVED BY'
a
ESIDENT uf4 E /ss�
6f .
FAI,Q V /EW COUNTY WATE,? D157-PICT
Ap,OROVED BY:
SE'CR E A 2Y
r •�
A
GENERAL NOTES
A 3¢17oh Mark : ,Rai /road sc/k¢ in /Dower 1001¢ -- NW i/7f¢rs¢etior7 Wilson Sti ¢¢t I `f•
e Olcccntia 4v¢. El¢v, 53, /B per C27 .Sure L B. 407-72 w!
2. - V&i0/7i0 r¢fars 7'C a¢nt¢riinQ Of Stra¢fs. A
3. Curb daa r¢ {¢rs to face of curbs
4, 41/ word done sha // eanform to the standaros of the C /fq of C'05fC M05C and
sha // b¢ comp /¢7'¢d 7`0 7`i O s01'15f0ct1017 of the C71�y En9//700r'
5. The water system shall conform 7'c the stanoo/-ds of the Fah-VICW COUnfy "
Water .District,
6. Th0 Sewer 7iySt rr7 s170`11 Conform 7'c 7'170 standards of 7'h¢ COSto M¢sa
Sanitary District
7 Sewer and wo7{zr connection lat¢ra /s sha // &e installed to c1l lots to 7'h¢ propelrty k
/ln¢ yc fh¢ 10ovii7g of str¢¢ts. }
B. Fire 17ydror7ts shol/ b¢ QOnso/algr List 90-4 or equal. I
°, If dr/v¢way d¢,or¢551o,7s are made, driv¢woy q prooei7 W/// b¢ consioervd c port s
of this p/c/7, and sha /,/ be construct¢od as per City of Costa M¢so' standards
y
\EST /MATE Oc QUANTI T /ES
STREET QUANTITIES SEWER QUANTITIES
eOaOWaY EXC 4 VQTl ? /y'
19,950 N. YQ 8 " ✓. C P SEWER Ma /N 4CM 1 /N. FT
CUKB O,tiZV \ 316 LIN, F7 6" KC. P I/OUSE LATERALS �OdOL /N: FT
TYPE C " CGRB E G�'TT6R l59 L /N, F7, MANHOLES /7 E�JCf!
- - --
TYPE CL B E GUTTr r
4379 L /N, FT, WATER QUANTITIES
TYPE `E° CLRB GUT'e "R 5,755 Z 11 FT, 6"' TR441511E W47i -e MAfitl, CLASS /50 3, /B7L /N• FT
�" PCC S;'Dc 6ti4LK" 30,697 SO, FT (o" 7'?ANS/TE &4rz.,e 0,A /N, CL_ _A_S_S 150 2, 9 Z7 L /A/ Ic
8 "FC.0 CP ^SS v ^UTTrR 2,710 SJ r7. B" 6ATE 114Z 14Y 7 EAC<1
2° R/�1S S ✓KF4C /N.�i 7583 SQ,F7 .6" GATE v4zVES 6 EACi/
11N7/PEa7E0 *'Xk c ^SE 5222 70NS F /2E 171YOZ4417S /2 EACW
PR /ME CCOT 5069 VLS. NOUS6 CoNNfCT/O,V 1-A7fR4ZS _ 170 elCW
MISCELL q EO US
Ca7CN &S1N (U' OPEN/N6)
24" R.CP /66 LIN. FL
CONC. 914OW4LL (S CU 1 CS I f cC /
wCOR RE�LECT�,� PaoOLES 3 fact'.
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APR 8 -1956.
%MPQOVE-M -9NT PL A/VS
TQA C T
FOR
Al2 28 73
IN
TL16 CITY Or COSTA MESA i
— PREPW RED PW T14E OF
BY: " (c
REGISTSRED CIVIL
APPROVED BY
E OP WSTA DEVELOPERS, /A/C.
7-� . 7;�n. DATE J��• 23, r9S6
VGIN E AM 9963
D4TE,s�
M3 AA MESA CITY ENGINEE,Q
COSTA MESA ,SgAHTgRY DISTRICT
APPROVED BY'
a
ESIDENT uf4 E /ss�
6f .
FAI,Q V /EW COUNTY WATE,? D157-PICT
Ap,OROVED BY:
SE'CR E A 2Y
r •�
A
GENERAL NOTES
A 3¢17oh Mark : ,Rai /road sc/k¢ in /Dower 1001¢ -- NW i/7f¢rs¢etior7 Wilson Sti ¢¢t I `f•
e Olcccntia 4v¢. El¢v, 53, /B per C27 .Sure L B. 407-72 w!
2. - V&i0/7i0 r¢fars 7'C a¢nt¢riinQ Of Stra¢fs. A
3. Curb daa r¢ {¢rs to face of curbs
4, 41/ word done sha // eanform to the standaros of the C /fq of C'05fC M05C and
sha // b¢ comp /¢7'¢d 7`0 7`i O s01'15f0ct1017 of the C71�y En9//700r'
5. The water system shall conform 7'c the stanoo/-ds of the Fah-VICW COUnfy "
Water .District,
6. Th0 Sewer 7iySt rr7 s170`11 Conform 7'c 7'170 standards of 7'h¢ COSto M¢sa
Sanitary District
7 Sewer and wo7{zr connection lat¢ra /s sha // &e installed to c1l lots to 7'h¢ propelrty k
/ln¢ yc fh¢ 10ovii7g of str¢¢ts. }
B. Fire 17ydror7ts shol/ b¢ QOnso/algr List 90-4 or equal. I
°, If dr/v¢way d¢,or¢551o,7s are made, driv¢woy q prooei7 W/// b¢ consioervd c port s
of this p/c/7, and sha /,/ be construct¢od as per City of Costa M¢so' standards
y
\EST /MATE Oc QUANTI T /ES
STREET QUANTITIES SEWER QUANTITIES
eOaOWaY EXC 4 VQTl ? /y'
19,950 N. YQ 8 " ✓. C P SEWER Ma /N 4CM 1 /N. FT
CUKB O,tiZV \ 316 LIN, F7 6" KC. P I/OUSE LATERALS �OdOL /N: FT
TYPE C " CGRB E G�'TT6R l59 L /N, F7, MANHOLES /7 E�JCf!
- - --
TYPE CL B E GUTTr r
4379 L /N, FT, WATER QUANTITIES
TYPE `E° CLRB GUT'e "R 5,755 Z 11 FT, 6"' TR441511E W47i -e MAfitl, CLASS /50 3, /B7L /N• FT
�" PCC S;'Dc 6ti4LK" 30,697 SO, FT (o" 7'?ANS/TE &4rz.,e 0,A /N, CL_ _A_S_S 150 2, 9 Z7 L /A/ Ic
8 "FC.0 CP ^SS v ^UTTrR 2,710 SJ r7. B" 6ATE 114Z 14Y 7 EAC<1
2° R/�1S S ✓KF4C /N.�i 7583 SQ,F7 .6" GATE v4zVES 6 EACi/
11N7/PEa7E0 *'Xk c ^SE 5222 70NS F /2E 171YOZ4417S /2 EACW
PR /ME CCOT 5069 VLS. NOUS6 CoNNfCT/O,V 1-A7fR4ZS _ 170 elCW
MISCELL q EO US
Ca7CN &S1N (U' OPEN/N6)
24" R.CP /66 LIN. FL
CONC. 914OW4LL (S CU 1 CS I f cC /
wCOR RE�LECT�,� PaoOLES 3 fact'.
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a
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\EST /MATE Oc QUANTI T /ES
STREET QUANTITIES SEWER QUANTITIES
eOaOWaY EXC 4 VQTl ? /y'
19,950 N. YQ 8 " ✓. C P SEWER Ma /N 4CM 1 /N. FT
CUKB O,tiZV \ 316 LIN, F7 6" KC. P I/OUSE LATERALS �OdOL /N: FT
TYPE C " CGRB E G�'TT6R l59 L /N, F7, MANHOLES /7 E�JCf!
- - --
TYPE CL B E GUTTr r
4379 L /N, FT, WATER QUANTITIES
TYPE `E° CLRB GUT'e "R 5,755 Z 11 FT, 6"' TR441511E W47i -e MAfitl, CLASS /50 3, /B7L /N• FT
�" PCC S;'Dc 6ti4LK" 30,697 SO, FT (o" 7'?ANS/TE &4rz.,e 0,A /N, CL_ _A_S_S 150 2, 9 Z7 L /A/ Ic
8 "FC.0 CP ^SS v ^UTTrR 2,710 SJ r7. B" 6ATE 114Z 14Y 7 EAC<1
2° R/�1S S ✓KF4C /N.�i 7583 SQ,F7 .6" GATE v4zVES 6 EACi/
11N7/PEa7E0 *'Xk c ^SE 5222 70NS F /2E 171YOZ4417S /2 EACW
PR /ME CCOT 5069 VLS. NOUS6 CoNNfCT/O,V 1-A7fR4ZS _ 170 elCW
MISCELL q EO US
Ca7CN &S1N (U' OPEN/N6)
24" R.CP /66 LIN. FL
CONC. 914OW4LL (S CU 1 CS I f cC /
wCOR RE�LECT�,� PaoOLES 3 fact'.
\t
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PLAN ANO PROF /L E
FOR T/,/E 1"PPOLISMEN7- OF STREETS s
IN
TRACT N_° PB75
C/T Y OF COSTA MESA, CAL /FOQN /A
t
i.
S¢¢ Shea 9
RIn¢afila ¢/c/ t3 or - W60R o { C D
curb 5 et a o R c; �� I I I I I I � I QQ�1 i �' ? LC j J Q U III (I ) I ` I I I I Qi C2L ur = = b 23 5 D9 a.fa
Dota Curb D
afa
Pj
Q= 2 25
27 e,27'
7 =25.00" c() 0 T= 25,00' T' 25.00" T= 25.00"
d eo G O m o 39 -0 36 3 35 3 33 32 3 3 28 2 2 23 24 2 o % 22 lt
`
Carat, 4" P. C•C, 51dowalk oust, 7yo¢ `s" Curb EGuff¢r
<i 83.37 F.L. 322 FL. �
� 8/.08 FL � 1 8224 .L T -
o /ns /ad Frre dranf y� J �
f rt b g•I 0 Go Go' 6o' 60• O O Go' 60' O' ri
6C -: "•'i` ''.. 0,00 ;; .3.. - - -- - --
_ -• -- - -- - o -� 1 - - -- � -- o � -- _ -- — -- �- -- Car�sf. 2_FM.S_ov¢r 4�Q B.yvrth Fi-irne_ coat – - �- - = -- -- -- � --
-� r-'c -� �-T � -T �-- -� T� -�-� -r—r- -cam- - �- --r -�- ��-� -�_ -T -r—�- --T� TT T -� p -.. -- �� --��__ T� --�� --T� e • t.
0 FOO 129. 90 ° to ... Exist 6" wa*l- M4ir1 /030. 00
J
M5.9' 26 2309:9,0 Exist Pvmt
c��i�JO ,7EP T �STQ E E 7 1/f59.9G W /LSON ST d
1f 29. W/ - ti N Of 00 MONQOV /q 'VE, J
IC e c
3
P
BENC14 MAQK=
Qollroad soike in pcwe ,-,00% - NW
int¢rs¢ction W11501'7 St 0 )CICCenf %a XV¢
- E /¢v. B3 /8 per C0 Surv'. L.B. 407 -72 "'
rI
L
h'
N
`Q
h
20
60'
q54 A.lijo
19 /8 17 /6 1.5 14 C
co�sf 4 P. GC. s /dewp /k
a7si Type "£'Curb Gu fer
60 60' 60' 60' 60 60' 60'
Pr/!ne_ - oat =�_
850.00' Exist. Ovmt,�
NB9\ ZB' 00 "E - 2 3 09, ea
F
fa// A?e /Jyc
60'
°•• ExiSt. 6 "Wafer- tiloii7
SCALE
PLAN • 1 " =4d
PROFILE' HORIZ. I =40
VERT. V = 4'
N
v
Curb Pala
aQ
h
N
79.9 G W/L SON ST.
i
u
3
60.
L : 39 Z7'
rI
L
h'
N
`Q
h
20
60'
q54 A.lijo
19 /8 17 /6 1.5 14 C
co�sf 4 P. GC. s /dewp /k
a7si Type "£'Curb Gu fer
60 60' 60' 60' 60 60' 60'
Pr/!ne_ - oat =�_
850.00' Exist. Ovmt,�
NB9\ ZB' 00 "E - 2 3 09, ea
F
fa// A?e /Jyc
60'
°•• ExiSt. 6 "Wafer- tiloii7
SCALE
PLAN • 1 " =4d
PROFILE' HORIZ. I =40
VERT. V = 4'
See Sheet 9
60 --
30' 3_D_'
I � Z I' Curb 0,710 Q : 90
25
Q:
1O 39. Z7'
7--
25.00'
9
� 0 �
-'-�N 82.32 %C.
?�s6 "I 85.06
S06"
2/{40.02
14 Cj
W r 4 104,27' OF TN /S
54-1eo1Vi51041
7T
7409196 lN/LSOV ST
O t 00 FEOEZAL 4Vf.. cam\, 014 40. ce
,DLAN AND PPOF /LE
FOR 7XIS /MPROVEME/VT OC- STREETS
/A/
i
T2.4C7' /V_° E873
C/TY OF COSTA MESA, CALIFORNIA
See Sfiee�B
.i
J
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0
N
T
0
4
h
Q
N
v
Curb Pala
aQ
h
d> 90°
79.9 G W/L SON ST.
i
7400 P44CEN7 /A AI/E
M
L : 39 Z7'
7> 25.00'
�i
6ENCH MAQK
/0
d
intersection Wi /Son St
NN
Elev 83. lB 100r Cc, Sure L.6. 407- 72
;7
24-
See Sheet 9
60 --
30' 3_D_'
I � Z I' Curb 0,710 Q : 90
25
Q:
1O 39. Z7'
7--
25.00'
9
� 0 �
-'-�N 82.32 %C.
?�s6 "I 85.06
S06"
2/{40.02
14 Cj
W r 4 104,27' OF TN /S
54-1eo1Vi51041
7T
7409196 lN/LSOV ST
O t 00 FEOEZAL 4Vf.. cam\, 014 40. ce
,DLAN AND PPOF /LE
FOR 7XIS /MPROVEME/VT OC- STREETS
/A/
i
T2.4C7' /V_° E873
C/TY OF COSTA MESA, CALIFORNIA
See Sfiee�B
.i
J
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0
N
T
0
4
h
Q
{
h
79.9 G W/L SON ST.
i
7400 P44CEN7 /A AI/E
M
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6ENCH MAQK
2a% /r00d soik¢ /n power oe% »;V W.
intersection Wi /Son St
.4ve.
Elev 83. lB 100r Cc, Sure L.6. 407- 72
;7
20' 2d
Curb Dcfc
II
J=5cl
AZ` 76
k 3V 27 Ci 7=25.CC'
N I Fy o (� 2.97 0 3f5g 6-+09
32 0�
67 es 9.5
sq co/7 7Y10 e 127
0-f g:� 1 '93 ro/-75� 4"PCC. 51dewal 444 5, Cunb e Guhirr
14 1 + 4
74M FL lcl�-e
50' (20
,1 eeC4 L 1,1,
I 11751all Ala"er
F L 7
w"
4 Dj A4 S./Ww /V& 1 6 00 E —1630.00
/IN I C0175 Vi
74, V CY0 5e wer Ala/�7 --� 2 V S Cva
3 tP S� 0
FL 14 "4 A0,3 )01-1�no c C� vi
Vi 4 1 0 ccc�
Go 6 0 GO go
.4 P
U.94 CL,.t6\ ,0/767` d,)Occ S/dq w 7 C'o/757' 7yloe 'Z7" Curb
IN
3.9 40, 14 q\ sq, di 46, d7 JS
q -f
3 b 5' 6 0 3
CbV7a " /� b 4 66-
3e, ?7
71- 25.00 '
(O � � O
II
��I .III ,
SC ALE
Ste Sheef /0
PLAN • I 4c�
PROFILE. HOPIZ. I" =40
VERT. 1 4!
PLAN AND PROF /LE
,COP T14E IMPROVEMENT OF STREET
lAt
7AUCr IV-q 2873
CITY OF COSr.4 MRS4, CAI-loc"047A?7.4
63 62
7t74 9 oel
00' Go
vi
7-f 7-9 B t49
BEAIC14 WRle:
-Ocd 60140 112pvwr,0010-1vw
14vo,
Elev 99 /9 AV Cc 541i-V L.,3 X107 -72
JQJ 0AA0A T2 � V
TAJ9 3JNOR9
]AIARRHi HO .ABU Lill Qa TV,fl°
it
164
See Sheel /0
E
MINE
WE ME
momim.
I
.Rmmm
mhm,-§
WE
N malp.
--I
PROFILE HOPIZ. I =40 �-'IUCen71U 41VO
VERT. I Elzv 9,;/9 ZZr Co. Sul-V L5,407-717
0 A 3
7
-
t t
-4
4--
I I vl-
I
1.
rorptlrea
E"
11
r
cur
E f 7t0
r
41" S7ZFZ7
5eme, - M,,l
(ROV14
AYE
L
ti
7aC
1?0' 1
17
_j
'Cc 75t 7eZ
C.//-b
:F"
4",
to
to
LQ
113
V)
CW-h 0ola
Z5'
Z Z7'
N
77-
-10
N
60
MACY
A44Rk-*
see sheet e
NW. X orsecf /0/7 W/,/So/?
&ez
PROFILE HOPIZ. I =40 �-'IUCen71U 41VO
VERT. I Elzv 9,;/9 ZZr Co. Sul-V L5,407-717
0 A 3
7
-
t t
-4
4--
mr,
175 13 9
JOANN
° g
....
ry b ,P -25
aN �✓ , L- 3927 II W
T 25.go' (I `
\ o°
� aat6o Q. vi
1,33. /32 ¢ 5� / �� 130 129 12B �� 127
ISt70 )Gf�� / t98. 7� S
YP 1? S8 t 13 4 f f 9 3 19 �/ S /r/Sfa// fireNydran% ...• I ,N
Cor�sf T e "E " Cur•6 �' Gu er .., ,
/nsta//FreNy4ronf,.` 3 3 /nsfgi /d"Gafe�q /ve.
co 60" 0' 0' 0'
h "2401042, 0.O0 .
"Oq E • SM QO �f.EDEQAL Al/E. . .
F'^ S t; o /B .".. CF Wgflr q
n 9 °8 N
2112111+5. over 4 U?. B Wifh P, I I
�.
'
h 90000 �
PLAN AND AROF /LE
FOR THE IMPROVEMENT OF J7VEETS
/N
TRACT Al.? 2873
C /TY OF COSTA MESA, CAL IFORN IA
yP ((( do.9 F.L. UJ 0 _j 7957FL pZ "%� .i % 9 FL
Consf T e E "Curti E Guff ti 30.07rc. s ,
o Cons �2/ PL"C SiBeW /2 /3 4 of m I V
//6 rr! �; b o W 4 / 3`t
�° �3 ►fiS� 5��� St�3 ^
1^5 13 /6 O O o cu!•b °0gfG I
W curb Ogfo- , QQ
le
v T) T' 15, eo t I I N 4 : 39 27' L - 39.27' M
do % J rT �, �,0' log T- 25.00' T'1500.
hp
Oo
N -
30' 20'
Q f%p 8 /0 20' g�3)10
\ a o see 517eef g
�Y �J�
See SheefB BE/VL A4 MAMAC:
�ailraad spi,�¢ it power po/¢
NW /rt¢rs¢cfior Wi'/so/7 St
p /ac¢ntia A�¢.
El¢v 23.18 Per Co cTurV. L.d. 407-7?
'b
7
/36
C"orlsf
Q "P.0 . Sidewc
a
0
sf. e Sewer- Main
n h
BSO, 00
ry b ,P -25
aN �✓ , L- 3927 II W
T 25.go' (I `
\ o°
� aat6o Q. vi
1,33. /32 ¢ 5� / �� 130 129 12B �� 127
ISt70 )Gf�� / t98. 7� S
YP 1? S8 t 13 4 f f 9 3 19 �/ S /r/Sfa// fireNydran% ...• I ,N
Cor�sf T e "E " Cur•6 �' Gu er .., ,
/nsta//FreNy4ronf,.` 3 3 /nsfgi /d"Gafe�q /ve.
co 60" 0' 0' 0'
h "2401042, 0.O0 .
"Oq E • SM QO �f.EDEQAL Al/E. . .
F'^ S t; o /B .".. CF Wgflr q
n 9 °8 N
2112111+5. over 4 U?. B Wifh P, I I
�.
'
h 90000 �
PLAN AND AROF /LE
FOR THE IMPROVEMENT OF J7VEETS
/N
TRACT Al.? 2873
C /TY OF COSTA MESA, CAL IFORN IA
yP ((( do.9 F.L. UJ 0 _j 7957FL pZ "%� .i % 9 FL
Consf T e E "Curti E Guff ti 30.07rc. s ,
o Cons �2/ PL"C SiBeW /2 /3 4 of m I V
//6 rr! �; b o W 4 / 3`t
�° �3 ►fiS� 5��� St�3 ^
1^5 13 /6 O O o cu!•b °0gfG I
W curb Ogfo- , QQ
le
v T) T' 15, eo t I I N 4 : 39 27' L - 39.27' M
do % J rT �, �,0' log T- 25.00' T'1500.
hp
Oo
N -
30' 20'
Q f%p 8 /0 20' g�3)10
\ a o see 517eef g
�Y �J�
See SheefB BE/VL A4 MAMAC:
�ailraad spi,�¢ it power po/¢
NW /rt¢rs¢cfior Wi'/so/7 St
p /ac¢ntia A�¢.
El¢v 23.18 Per Co cTurV. L.d. 407-7?
WEE
No
?I
See 5heel 3 gee S'hee,f 7
r6 ol-,
ye, - 11 00, 111
Z5" — 9"
L I -;o, I Il
/0'-., 20 go, Ile
4'
Cu/-,b '017/17
IL
'4F
LL
lz I
3�9 Z7' u to 35!Z7'
T: 25,ao'
14
A107 .4 104R7 O/C-
N
k� u
ere C017SI Type .6
vy
PLAN AND PVOicll-E
AW THE 1"PROVEA-1ENT OF SrVEErS
IAI
TAPA C 7 A1-? P S 73
ClrY OF COSTA "ESA, CAL ACO�PA144
o&/v H ILIoqAeAc I.
Aff- //-7 /Ccw,?/-)Co/o
N-W 1i7te,-tSe&1617 WIIJC,'7 5t e
Plccontic 4vc
S l o v. 9-5/4q Per Co. 407-70
xaewalk
Curb 6w 1�er
P
So, 15 nc
7.9,490 rC,
7 7,C,
k q
1A
O
7e,dd
V. 75
78.70 AL,
..... . h7sllm/ f 5a fe (lalile
3712f
O�n
73'
117SIall Ael- )al,'7 �, 5Cf
-,.go
396.17 "
//7 73 L
Ayz-lvel
Z.440-FIVU 41T
oc
cIOAIVN S7XZ'7 ti
Srode only from 5tc. 3 ,4•96.27
o&/v H ILIoqAeAc I.
Aff- //-7 /Ccw,?/-)Co/o
N-W 1i7te,-tSe&1617 WIIJC,'7 5t e
Plccontic 4vc
S l o v. 9-5/4q Per Co. 407-70
See Sheet 5 See Sheet 7
a s
11 S 6' 11 11 _I I1, I
2S 27' 27. Ili
T 0' Zo
0 4" 4
• p� Curb Oa /o Curb Dafo Curb Dofd
90' d- 90°
Q = ZS .2' 25'
ZS'
L j9. 39
0 27 .27' ' W T= Z500' 25.00 °r ° 25. o0'
°
1 ti
/0 ID 67 I I I pW II �^ M as
.0
° o C017s1 lyPe 'D "Cur6 Gutter II m °� 4^017514 "10r C• Sdei
0 i 82./2 T.C. 8113 rc. iT -- m . - -rl 80.77 rc.
Il r ? 06 FL.
. 3 .(50.27 F.L.
s IIIo
16200' I /
o ti L^017S 2,5700 FEOE24Z 4 ✓r
I s. 257.0,1' Goss Gutter /B* O.00 04Z eiZL S)ZZ'l 257.00'
FED Vol 32'00 °ov s1,7 5/4.00' N
Gofe voter MS aver < "U F B rvifh Prime COOP h
Qh %o" 6 1 26' 6 6 25' .25 60.'5 6 26'
,� Q 11 ti -� B�G2 FL('Y Cons: Type O Cur6 Gufye� /ns // 6"
7
°n
N ° " I) I C 9 k
Dafo 2 %4 A .410
III p A2' 39.27
7-- 25.00
��a�lll
a
No
A CV
Curb Oofo
at
a L
LV
� . �
/ak
Noin 793 FL
I
1
4 39 Z7' _
'd . 9
4
UJ
T- ZsoO'
O
I
I( W
II
/Z5
%
V Un (II
�
-aoll
Cur6 Oofo `D
p
� 0 I I
II
d °90'
(II
Curb Oofa
d = 90 `
Q= ZS 0
O
Cm5l Type D "Cur6 if
L= 3927'
--
do 9
d,.90-
,
T- 05.00' I
11
N
79.93 FL,
r
C
Q. 25
L- 39.27' °
X11
1
o
/Cans, a"v.CR
! Sewer Ma //7 I sA.v I
A VENUE I
A .
/ns 6" Gofe do ✓c •.•...
0�
_ LI
W
Q h
LV
72.73 23
/ak
Noin 793 FL
d, 90°
'd . 9
4
UJ
�,II
°
L= 39 27'
V Un (II
�
-aoll
Cur6 Oofo `D
p
� 0 I I
II
d °90'
(II
Curb Oofa
d = 90 `
Q= ZS 0
O
Cm5l Type D "Cur6 if
L= 3927'
--
II
d,.90-
,
T- 05.00' I
11
III
m
Y
U
See Sheet 2
rr.515'1 e II
1 25' i 30' 11 1 1
SCALE
PLAN- I" =4d
PROFILE - HORIZ. C =4d
VERT. I" = 4'
ZO' 11 w
,off 1
ti
a , +
i t
0 \�
t\
4
0�
LV
Lv
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Curb Dofo
d, 90°
'd . 9
4
Q� 25
°
L= 39 27'
7- Z500'
L 3927'
(
I
II
V
Curb Oofa
d = 90 `
Cm5l Type D "Cur6 if
Golfer
--
6352 T.c.
8302 F.L.
d,.90-
,
See Sheef 5
1 514' I!I
PLAN AND PROFILE
FO47 77AAE /MPROVEMENT OF SrPEETS 4
TQACT N_° 2873
C /TY OF COSTA MESA, CAL /FOPN/A
See Sheef w
LV
Lv
V
Dofo
'd . 9
1 I
,? 25'
Curb Do1a
L 3927'
(
I
II
V
Curb Oofa
d = 90 `
cp
d,.90-
,
'e; 25 °
III
Q. 25
L- 39.27' °
X11
1
o
II
L= 39. 27'
T • 25.00' ti
N-
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°
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130FL.
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PLAN AND PROFILE
FO47 77AAE /MPROVEMENT OF SrPEETS 4
TQACT N_° 2873
C /TY OF COSTA MESA, CAL /FOPN/A
See Sheef w
i
.2 T � sG I ga.. �, ti"� �� JG I es• es' 23. �
/6700' v /67.00'
MONQOY /A 2sz0o' o 25700' AVENUE
N vo °32'oo''w 37soo' Canst 2 "P. M. S. over / /nrfa� /6 WaferMa/�
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// g5' d5' 23 -\ J v 4 If S'
cl-11 52 TC 62.55 Lc. ' c- �1 ° W I �y 82.20 7-4^ 8/.80 rc
82.05 F. I1 'O �" u 8/.70 F.L /. OF.L Cons! 4 PCCSidewo /k J I ° $ Cans,. 7yve D "Cur6 Gu /ter r °
l9 �:
p � ° h I "� � 22 55 �j "°"� ""
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O d= 90 0= 90 O n. 'd 90, d =90 ,
° 2= ZS' Q= 25' h II I1 2.25 Q• 25 �1 I 3 II
41 L= 39.27' L - 3927 Q p L= 39.27' L= 39.27'
O 7. 25.00' T° 1500" N I I 0 II T- 25.00' T° 250,1' bl I I II
BE/VC" MAR le:
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so
Boom
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V
Dofo
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1 I
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(
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II
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1
o
II
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.2 T � sG I ga.. �, ti"� �� JG I es• es' 23. �
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MONQOY /A 2sz0o' o 25700' AVENUE
N vo °32'oo''w 37soo' Canst 2 "P. M. S. over / /nrfa� /6 WaferMa/�
/nrta // 6 "Gofe l/a/Ve o "
i °•/nsta/ /Fire Ndranf ^ �W < -aZ5 wilh /ar%mP�a7
// g5' d5' 23 -\ J v 4 If S'
cl-11 52 TC 62.55 Lc. ' c- �1 ° W I �y 82.20 7-4^ 8/.80 rc
82.05 F. I1 'O �" u 8/.70 F.L /. OF.L Cons! 4 PCCSidewo /k J I ° $ Cans,. 7yve D "Cur6 Gu /ter r °
l9 �:
p � ° h I "� � 22 55 �j "°"� ""
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O d= 90 0= 90 O n. 'd 90, d =90 ,
° 2= ZS' Q= 25' h II I1 2.25 Q• 25 �1 I 3 II
41 L= 39.27' L - 3927 Q p L= 39.27' L= 39.27'
O 7. 25.00' T° 1500" N I I 0 II T- 25.00' T° 250,1' bl I I II
BE/VC" MAR le:
,Pa/ /road ,9,oik¢ in pOW¢r po /¢
NW P7AZr- 50&1617 W11SO17 St. e
P /acv7tia 4v¢,
Elev. 8316 per Cc Sury L.B 407-72
so
Boom
CcII Std. Curb M /¢t
Catch 6asi17 Per Orar7ge
i a I Cour7 ty Std. c /an N9 520
4s T•c 3' I SI 74.9 rc
4./ L. 74./2 F,L.
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DETAIL OF
INTERSECTION
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O 6174 T.C. $
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a Q= /00' D= /JO °2B 24"
L = /7.87
= . G //5.l9 4 0 Al'-179
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L 11� 75.60 rc. '
Curb C7U77Lr rC. L 7./0,4L. r' 0
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1/1714111%r/ydznf 25700 2437-00 REPOSE /C AVE. /nsfa // B" 1 54111 d O2AiApNel' . .57 QEE/T VE
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75.28 F.L.
Curb Z70 la Curb Guf ¢r Curb Dafo Ili- o m 1k o o!
h 4 °o �I h ` I
H Sa =9o° O =9o° p do ;h I hd o Csu =6ggppLbfcr Cur�b•Dafa v /GO
Q� I hQ =25' Q =2�• N v ` rr lei 2=29' -g5. U �_
�.ai L= 3927 L= 39.27, V° 'hi V O L =3927 L =34. r
p 7&25,00' ? -25.00 N I 7-- 9.5.00 ' 3,5.00'
5,30
O� +I f �! 30 \O•
See Sh¢¢ f G
icz
1Utfill'Y.
:)LAN. I " =4d
DROFILE• HORIZ. III
VERT. 1" = 4' 'y -
3 4 5
4—
FO,P THE /MAPOIKEMENT OF STPEETS
/N
T2.4CT N° 2873
C/T)e OF COS7,4 AMS°4. "L /FOIIPN /A
j
C Q
- v
Storm Drain trOSernent `
fj
LOT /GO
i!i curve Dafa
d= 89 °59'42"
R =22.50
L= 35.34'
I >7g
Z�JO' LOT /G7
X568
s9 �i 'p Const.. /66.30-24 ",,CP
ccrs/. Canc. /Jeadwa// 1
(sce Detail) ; N
CAD
nv. ¢ Curve Data
J=42,30,06"
(\
R= 22.50 �l
. 1
c,°' - ti�j5t• BENCH/ MA2lC�
f;,nd ,Pai /road some /i7 ,00w¢r,00 /¢
NW. 11'7f¢rsecf /cn W / /son III
P /ace/I ,4vo'
,e /ev 6316 Oor Co. -Sur✓. L.6, 407 - 72
r
5'- o' Y
24" R C P
1 _
Ground Lin¢ Ig \
-r — FRONT VIEW END VIEW
— DETAIL OF uEADWALL
_i SCALE 1 "= C
TRAC , N 273 SNT /O of /0
to ..
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t
x 08AGLIAT2 7..L
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+-
avwuY. u+
FO,P THE /MAPOIKEMENT OF STPEETS
/N
T2.4CT N° 2873
C/T)e OF COS7,4 AMS°4. "L /FOIIPN /A
j
C Q
- v
Storm Drain trOSernent `
fj
LOT /GO
i!i curve Dafa
d= 89 °59'42"
R =22.50
L= 35.34'
I >7g
Z�JO' LOT /G7
X568
s9 �i 'p Const.. /66.30-24 ",,CP
ccrs/. Canc. /Jeadwa// 1
(sce Detail) ; N
CAD
nv. ¢ Curve Data
J=42,30,06"
(\
R= 22.50 �l
. 1
c,°' - ti�j5t• BENCH/ MA2lC�
f;,nd ,Pai /road some /i7 ,00w¢r,00 /¢
NW. 11'7f¢rsecf /cn W / /son III
P /ace/I ,4vo'
,e /ev 6316 Oor Co. -Sur✓. L.6, 407 - 72
r
5'- o' Y
24" R C P
1 _
Ground Lin¢ Ig \
-r — FRONT VIEW END VIEW
— DETAIL OF uEADWALL
_i SCALE 1 "= C
TRAC , N 273 SNT /O of /0
to ..
�3t• __ i - _..e.: ,' \ _ t.h � ". n_- .-..,. _._. ..+.P,:.,�" .. .-." �. a'SY'CC,r..+ -���5. q.a /� ^»• -'�, 3i'Y. Z .: :_ ;�Y _ �- a,i�.. .,t