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1
10+00
10+25
Amo
MARA
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YOU DIG You DIG
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A PUBLIC SERVICE BY LINDERMM SERVICE ALER1
10+50
10+75
11+00
LINE B
11+25
11.50
11+75
12+00
N
S AV.
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT RpFESS/o BENCH
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL B.M. #415 P.K. NAIL IN P.P. #634955H S/W CORNER
ORANGE WAY & CYPRESS
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, w O z ELEVATION =1244.61'
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TONo. 40964 m BASIS OF BEAD
°G Exp. 3/31/2007 THE CENTERLINE BEARING OF CYPRESS AVE. BETWEEN
CIVIL
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND s�q �"
ORANGE WAY AND VALENCIA AVE. = N 00 33 57 W
STANDARDS IN EFFECT. TF OF CpL\F HORIZONTAL COORDINATE ARE CCS NAD -83, ZONE 5
PROFILE
HORIZ: 1"= 10'
VERT: 1"= 1'
CONSTRUCHON NOTES
2O CONSTRUCT 24" RCP (SEE PROFILE FOR D -LOAD)
3O CONSTRUCT CONCRETE CROSS GUTTER PER DETAIL 1 ON SHEET 1
O PROTECT IN PLACE
8O EXISTING UTILITY TO BE RELOCATED (BY OTHERS)
10 EXISTING CONCRETE CROSS GUTTER TO BE REMOVED
> > SAWCUT 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 17ME & RESTORE
TO ORIGINAL CONDITION W/ REPLACEMENT TO LOOPS OR
OTHERS IF DAMAGED (SEE GENERAL NOTES I37, 38) INSTALL
TEMPORARY GATES IF NEEDED.
10' 0 10' 20' 30'
�ee.a�u wa
SO4LE IN FEET
('L/RVF/I INF nA TA
DELTA/BEARING
RADIUS LEN./DIST.
TANGENT
O
N00'3357"W
--- 170.58'
---
D=
22.50' 24.73'
13.78'
L00
N
S AV.
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT RpFESS/o BENCH
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL B.M. #415 P.K. NAIL IN P.P. #634955H S/W CORNER
ORANGE WAY & CYPRESS
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, w O z ELEVATION =1244.61'
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TONo. 40964 m BASIS OF BEAD
°G Exp. 3/31/2007 THE CENTERLINE BEARING OF CYPRESS AVE. BETWEEN
CIVIL
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND s�q �"
ORANGE WAY AND VALENCIA AVE. = N 00 33 57 W
STANDARDS IN EFFECT. TF OF CpL\F HORIZONTAL COORDINATE ARE CCS NAD -83, ZONE 5
PROFILE
HORIZ: 1"= 10'
VERT: 1"= 1'
CONSTRUCHON NOTES
2O CONSTRUCT 24" RCP (SEE PROFILE FOR D -LOAD)
3O CONSTRUCT CONCRETE CROSS GUTTER PER DETAIL 1 ON SHEET 1
O PROTECT IN PLACE
8O EXISTING UTILITY TO BE RELOCATED (BY OTHERS)
10 EXISTING CONCRETE CROSS GUTTER TO BE REMOVED
> > SAWCUT 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 17ME & RESTORE
TO ORIGINAL CONDITION W/ REPLACEMENT TO LOOPS OR
OTHERS IF DAMAGED (SEE GENERAL NOTES I37, 38) INSTALL
TEMPORARY GATES IF NEEDED.
10' 0 10' 20' 30'
�ee.a�u wa
SO4LE IN FEET
('L/RVF/I INF nA TA
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! M s
s
r
DELTA/BEARING
RADIUS LEN./DIST.
TANGENT
O
N00'3357"W
--- 170.58'
---
D=
22.50' 24.73'
13.78'
EMEr-777r,77, M-
! M s
s
r