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CONST, 49.74' OF 24''1Z,C.P, "N� 0 0� rIN� PLACE -
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1250D 5,90% /,Z
h CONST 303.59!•,F OF 51" R,C.P IO000 @ J.20016
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MI. :4 ;Aoi-mm
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SEAL
: PLANS PREPARED BY►sSIa��, EGAN
ASSOCIATES.
NO, DLSCR ZION APPR. DATE ��,�
'� /7 �V/.SGS .tI-ZR/G,QT.ioiV LJN� LOGAT/O N � ��"4 • -- -J � . � ��
_ t� 1 } �1 t
�) /O"•QC,.TC l'/lsAi/v_N /ZC'rlaYco ``�� s DATE - - �I` ���`ll o n s u I I I n --. 11 � n o r s
r
Q
FELIPE A. CAMAL, 1?. `' No. 29001
C. ,
—-------- __ _ ----- — - _ iITL1=:� Cl~il�:r'' ��1%3������ DATL / 2
/1 ga, ,,�' 366 ORANGE S;10W.. LANE
(� JUS N�,
-- _ _ _— -_-__ DRAWN �, ! By, DESIGNED B Il ClC1 JECKC0 BYE rl1 � �� SAN �3FitNAR17INO, CALIFORNIA 92408
9- -� r�� a�Uo,vd ��..�r>.v b �l•4!►� �' i)i,l�t-0�
-- - - --
( 714 889-0676 714 825-1550
13603ED PE13 MI CNECM) OATEGl� ef C
.10
y w
m cv �
+•
y
975�t�J'
CONST -35.83' OF 24"RC.P.
CONST 49, 74 � OF 24"R.C.P. 125 o D @ 8.20% o
975
I
Qf250 D @ a.90/�s?9Q �3
I
I
X13' ,
{
PROFILE (9 STA. I:1+x.%75
1S /�
CON,S'71fZ TION � b)7Z- '
NOTE: ADJUST LOCAL DEPRESSION
TO JOIN EXIST. C&G PER @-20)vSTR4✓C7- MANHOLE AX PER CITY OF RI V. SM. 4-30
ENGINEER IN FIELD. Q%
' — CO/VS1'RUCr CUfi'g /NGE7" PEF' C/TY OF FONT,4NA STD. /R,1, M00/F-IED,
J1Af/4S AS NOTe"D ON R4ANS
A3@—REMOVE EXIST. PLUG
C98'780) -rhp O 15 CONSTRUCT PLUG PER SP 176A, TYPE "B"
�' IRcL HYDRANT
j + 41 � ,
� �GE
I %t f F P
7' 3 I t5T f E r
CONST. 41.18 L.F OF 24"R.C.P,
23�1'MOD 0 5.00%
CONST, 57.73L.>= OF 39"R,C.P. 800 D I,za'%
3 12 Z3 , x�,9,R? P —
CONST, 23.99 L,F. OF 24"R.C.P•
D
12500 e 7? -4%
GEi�E/�AL NOTES
/. 44 wer pnd5trV /grain Marsha/c frames and covers shall be ��i5e4� ��de
/cfion of /�aV req by fhe vin Confralcfvr, S'
2 The evhver h // set sufficient staAes to 9 b
/e fhe contracfor t cohsfrael The
work to die
A )0errniffain the 47m A41A11c Wachs Peel. a// he ohtcpinve ^ivr fry
the b�e9inr�in9 of any wQt-k, .
4. All word iia// be ON 117 acCOr Ce Wi these p/ n5 anq' fhG 5fdnc rds
and SPechleliW `ivns of the city of na,
pi/�eline» or gfr41cfr�re5 of any i��', an / Te%twee or 10ower /'o%�, Wafer
me><er�, vai�e5 or yyv'ranfs, ar 9ar��on 51rac/u a etc., 54vwv a got ghvmtuv on
these p/a45, and /Ocofe ifhrn the area t4v be. r eo; and interfering w tli
evalfacfioN Sha// re/v.c4feq' of nv Cost 1p Me City o /w�to ria If shall be the
Contracfor5 re or75ibi/it fo motif �/t a encieS cv/Icernec3� fore be i7nin
y y 9
cor�5truc�t v .
r�A6 I n will a i e C' b
6.,4,,&- .pas 11 b prvv � c/ to the / ty y the con frac tQr.
se premois teased sand upto spring line.
CITY F
F NTANAy CALIFORNIARNIA
BENCH MARK
PUBLIC WORKS DEPARTMENT
LOCATION:
DRAWN BY JURUfaA INDUSTRIAL PARD SCALE
R.R. SPIKE ON P.P. No. 674320EATTHE INT. of BEECH AVENUE
JURUPA AVENUE AND MULBERRY AVENUE. DATE
DESIGNED BY ,
DRAIN PLANS 12 - r4 -� 88
ELEVATION ..................918.4a STORM
CHECKED BY DR. NQ SHT.
APPROVED 4,09b ,9-.�� - '
CIVIt. ENGINEER' R.C.E. , . _ -
14781D 5ET 5HEET 4 6F9 �
r
0
i
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+
0
0
w
J
Z
Ny
V
t✓
•I- "
Z
0
n u
3
U
MI. :4 ;Aoi-mm
0
SEAL
: PLANS PREPARED BY►sSIa��, EGAN
ASSOCIATES.
NO, DLSCR ZION APPR. DATE ��,�
'� /7 �V/.SGS .tI-ZR/G,QT.ioiV LJN� LOGAT/O N � ��"4 • -- -J � . � ��
_ t� 1 } �1 t
�) /O"•QC,.TC l'/lsAi/v_N /ZC'rlaYco ``�� s DATE - - �I` ���`ll o n s u I I I n --. 11 � n o r s
r
Q
FELIPE A. CAMAL, 1?. `' No. 29001
C. ,
—-------- __ _ ----- — - _ iITL1=:� Cl~il�:r'' ��1%3������ DATL / 2
/1 ga, ,,�' 366 ORANGE S;10W.. LANE
(� JUS N�,
-- _ _ _— -_-__ DRAWN �, ! By, DESIGNED B Il ClC1 JECKC0 BYE rl1 � �� SAN �3FitNAR17INO, CALIFORNIA 92408
9- -� r�� a�Uo,vd ��..�r>.v b �l•4!►� �' i)i,l�t-0�
-- - - --
( 714 889-0676 714 825-1550
13603ED PE13 MI CNECM) OATEGl� ef C
.10
y w
m cv �
+•
y
975�t�J'
CONST -35.83' OF 24"RC.P.
CONST 49, 74 � OF 24"R.C.P. 125 o D @ 8.20% o
975
I
Qf250 D @ a.90/�s?9Q �3
I
I
X13' ,
{
PROFILE (9 STA. I:1+x.%75
1S /�
CON,S'71fZ TION � b)7Z- '
NOTE: ADJUST LOCAL DEPRESSION
TO JOIN EXIST. C&G PER @-20)vSTR4✓C7- MANHOLE AX PER CITY OF RI V. SM. 4-30
ENGINEER IN FIELD. Q%
' — CO/VS1'RUCr CUfi'g /NGE7" PEF' C/TY OF FONT,4NA STD. /R,1, M00/F-IED,
J1Af/4S AS NOTe"D ON R4ANS
A3@—REMOVE EXIST. PLUG
C98'780) -rhp O 15 CONSTRUCT PLUG PER SP 176A, TYPE "B"
�' IRcL HYDRANT
j + 41 � ,
� �GE
I %t f F P
7' 3 I t5T f E r
CONST. 41.18 L.F OF 24"R.C.P,
23�1'MOD 0 5.00%
CONST, 57.73L.>= OF 39"R,C.P. 800 D I,za'%
3 12 Z3 , x�,9,R? P —
CONST, 23.99 L,F. OF 24"R.C.P•
D
12500 e 7? -4%
GEi�E/�AL NOTES
/. 44 wer pnd5trV /grain Marsha/c frames and covers shall be ��i5e4� ��de
/cfion of /�aV req by fhe vin Confralcfvr, S'
2 The evhver h // set sufficient staAes to 9 b
/e fhe contracfor t cohsfrael The
work to die
A )0errniffain the 47m A41A11c Wachs Peel. a// he ohtcpinve ^ivr fry
the b�e9inr�in9 of any wQt-k, .
4. All word iia// be ON 117 acCOr Ce Wi these p/ n5 anq' fhG 5fdnc rds
and SPechleliW `ivns of the city of na,
pi/�eline» or gfr41cfr�re5 of any i��', an / Te%twee or 10ower /'o%�, Wafer
me><er�, vai�e5 or yyv'ranfs, ar 9ar��on 51rac/u a etc., 54vwv a got ghvmtuv on
these p/a45, and /Ocofe ifhrn the area t4v be. r eo; and interfering w tli
evalfacfioN Sha// re/v.c4feq' of nv Cost 1p Me City o /w�to ria If shall be the
Contracfor5 re or75ibi/it fo motif �/t a encieS cv/Icernec3� fore be i7nin
y y 9
cor�5truc�t v .
r�A6 I n will a i e C' b
6.,4,,&- .pas 11 b prvv � c/ to the / ty y the con frac tQr.
se premois teased sand upto spring line.
CITY F
F NTANAy CALIFORNIARNIA
BENCH MARK
PUBLIC WORKS DEPARTMENT
LOCATION:
DRAWN BY JURUfaA INDUSTRIAL PARD SCALE
R.R. SPIKE ON P.P. No. 674320EATTHE INT. of BEECH AVENUE
JURUPA AVENUE AND MULBERRY AVENUE. DATE
DESIGNED BY ,
DRAIN PLANS 12 - r4 -� 88
ELEVATION ..................918.4a STORM
CHECKED BY DR. NQ SHT.
APPROVED 4,09b ,9-.�� - '
CIVIt. ENGINEER' R.C.E. , . _ -
14781D 5ET 5HEET 4 6F9 �
r