HomeMy WebLinkAbout3398-2Iq
N
O_
th
0
0
N
M
N
N
,-.
1
i
X
10+00
10+25
4.00'
SEE SHT 6 FOR
REINFORCEMENT NOTE
Fs
10+50
Cl T Y **S YARD
DIAL-
YOU -DIG
10+75
11+00
11+25
11+50
11+75
3
Is
12+00
R/W
I � �
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I
I' I
• w t� I� w � � o I
- --_ - _ - ---I- - - B �,.,
CYPRESSo w�4V.8 ,
. C.
SEE SHEET4 FOR PLAN & PROFILE
S �
6 �'.'�lrl\`s�`[i��W
LINE A
(7T .
s R�
s s s s s s s
TO- �' Q��Q o00 -'o 0
1
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT QROFESSio� BENCH MARK:
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �� � U • Mp q� B.M. #415 P.K. NAIL IN P.P. #634955H S/W CORNER
�Q- �Q ORANGE WAY & CYPRESS
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, wt..0ly ELEVATION =1244.61'
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Ex No. 40964 BASIS OF
P THE CENTERLINE BEARING OF CYPRESS AVE. BETWEEN
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND C►vi `� ORANGE WAY AND VALENCIA AVE. = N 00' 33' 57" W
STANDARDS IN EFFECT. qTF OF Cp1. HORIZONTAL COORDINATE ARE CCS NAD -83, ZONE 5
PROFILE
HORIZ: 1"= 10'
VERT: 1"= 1'
CONSTRUCTION NOTRS
2O CONSTRUCT 24" RCP (SEE PROFILE FOR D -LOAD)
J CONSTRUCT CONCRETE CROSS GUTTER PER DETAIL 1 ON SHEET 1
O7 PROTECT IN PLACE
8O EXISTING UTILITY TO BE RELOCATED (BY OTHERS)
>O EXISTING CONCRETE CROSS GUTTER TO BE REMOVED
11 SAWCUT & DISPOSE EXIST. AC PAVEMENT FOR CONSTRUCTING
CLEAN STRAIGHT LINE CONC. GUTTER. DIM PER SHT6 AND
RECONSTRUCT AC PAVEMENT TO MATCH EXISTING
18 MAINTAIN EXISTING ELECTRICAL GATES IN ALL TIME & RESTORE
TO ORIGINAL CONDITION W/ REPLACEMENT TO LOOPS OR
OTHERS IF DAMAGED (SEE GENERAL NOTES #37, 38) INSTALL
TEMPORARY GATES IF NEEDED.
10' O 10' 20'
SCALE IN FEET
CUR OF// INF nA TA
DELTA/BEARING
RADIUS LEN./DIST. TANGENT
0
N00'33'57"W
--- 171.89' ---
Q
D=11 '21 ' 10"
22.50' 4.46' 2.24'
v
N123224"W
--- 1 8.65' ---
o
o
coo
WV
Q
v
O
W
X
10+00
10+25
4.00'
SEE SHT 6 FOR
REINFORCEMENT NOTE
Fs
10+50
Cl T Y **S YARD
DIAL-
YOU -DIG
10+75
11+00
11+25
11+50
11+75
3
Is
12+00
R/W
I � �
Q ,�7
I
I' I
• w t� I� w � � o I
- --_ - _ - ---I- - - B �,.,
CYPRESSo w�4V.8 ,
. C.
SEE SHEET4 FOR PLAN & PROFILE
S �
6 �'.'�lrl\`s�`[i��W
LINE A
(7T .
s R�
s s s s s s s
TO- �' Q��Q o00 -'o 0
1
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT QROFESSio� BENCH MARK:
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �� � U • Mp q� B.M. #415 P.K. NAIL IN P.P. #634955H S/W CORNER
�Q- �Q ORANGE WAY & CYPRESS
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, wt..0ly ELEVATION =1244.61'
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Ex No. 40964 BASIS OF
P THE CENTERLINE BEARING OF CYPRESS AVE. BETWEEN
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND C►vi `� ORANGE WAY AND VALENCIA AVE. = N 00' 33' 57" W
STANDARDS IN EFFECT. qTF OF Cp1. HORIZONTAL COORDINATE ARE CCS NAD -83, ZONE 5
PROFILE
HORIZ: 1"= 10'
VERT: 1"= 1'
CONSTRUCTION NOTRS
2O CONSTRUCT 24" RCP (SEE PROFILE FOR D -LOAD)
J CONSTRUCT CONCRETE CROSS GUTTER PER DETAIL 1 ON SHEET 1
O7 PROTECT IN PLACE
8O EXISTING UTILITY TO BE RELOCATED (BY OTHERS)
>O EXISTING CONCRETE CROSS GUTTER TO BE REMOVED
11 SAWCUT & DISPOSE EXIST. AC PAVEMENT FOR CONSTRUCTING
CLEAN STRAIGHT LINE CONC. GUTTER. DIM PER SHT6 AND
RECONSTRUCT AC PAVEMENT TO MATCH EXISTING
18 MAINTAIN EXISTING ELECTRICAL GATES IN ALL TIME & RESTORE
TO ORIGINAL CONDITION W/ REPLACEMENT TO LOOPS OR
OTHERS IF DAMAGED (SEE GENERAL NOTES #37, 38) INSTALL
TEMPORARY GATES IF NEEDED.
10' O 10' 20'
SCALE IN FEET
CUR OF// INF nA TA
pill iiiiii
!I ��..
Ud
i
f
DELTA/BEARING
RADIUS LEN./DIST. TANGENT
O
N00'33'57"W
--- 171.89' ---
Q
D=11 '21 ' 10"
22.50' 4.46' 2.24'
c
N123224"W
--- 1 8.65' ---
pill iiiiii
!I ��..
Ud
i
f