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2.
3.
CITY OF RANCHO CUCAMONGA
GENERAL NOTES
All work shall conform to the City of Rancho Cucamonga Standard Drqwings and the Standard Specifications for Public
Works Construction, (Green Book), 2012 Edition with 2013 supplements
Public and Private utilities and substructures shown hereon are from available records. The Contractor shall be
responsible for protecting all utilities and substructures as shown within the construction limits of this project and shall
be responsible for any damage as a result of the construction operations.
The Contractor shall notify Underground Service Alert 1- 800 - 422 -4133 and the following utilities two working days prior
to construction or regarding any problems.
Southern California Edison Co. (909) 357 -6581
Southern California Gas Co. (909) 335 -7755
Verizon Communication (760) 245 -0330
Cucamonga Valley Water District (909) 483 -7313
Charter Communication (909) 392 -5137
Metropolitan Water District (213) 217 -7807
Note: Notify Steve Bradley of WSOG 0 (909)392 -6137, at least two working
days prior to starting any work in the Vicinity of MWD facilities.
9TH ST. (SPUR TO HELLMAN AVE.) &
4. The contractor shall notify the City of Rancho Cucamonga Police Department, The Clty of Rancho Cucamonga Fire
Department and any affected school district, 72 hours prior to construction indicating any detour and /or road closures.
5. For inspection of this project, the Contractor shall contact the Public Works Section at (909) 477 -2740, Monday —
Thursday, and at least two working days prior to the construction start date.
6. A permit shall be obtained from the City of Rancho Cucamonga prior to any construction or encroachment within any
City of Rancho Cucamonga easement or rights —of —way.
7. During the construction operations at least one 12' lone in each direction shall be provided for each direction of travel
on all streets at all times. The traffic lanes shall be maintained on pavement and shall remain unobstructed.
8. The Contractor shall familiarize himself with all underground utilities, pipes and structures, and shall take sole
responsibility for the repair /replacement, at no cost to the City, for any damage to said underground utilities, pipes and
structures.
9. Contractor shall verify all conditions and dimensions shown on the plans at the site prior to commencement of any work.
All discrepancies shall be reported for direction immediately to the City.
10, On the date and at the time of the submittal of the Bidder's Proposal the Prime Contractor shall possess any and all
contractor licenses, in form and class as required by any and all applicable laws with respect to any and all of the work
to be performed under this contract; Including but not limited to a Class "A" License (General Engineering Contractor) or
a Specialty Class "C -12" license (Earthwork and Paving Contractor) sufficient to cover all the work to be performed by
the Prime Contractor in accordance with the provisions of the Contractor's License Law (California Business and
Professions Code, Section 7000 et. seq.) and rules and regulations adopted pursuant thereto.
EXISTING SURVEY MONUMENTATION
All existing survey monuments that will be disturbed by this project shall be referenced and
reset by the City Construction Surveyor in accordance with Section 8771 of the California
Surveyors Act. Found monuments are shown on the plans and described as follows:
(FOUND — NONE)
STRIPING GENERAL NOTES ( N/A)
1. All details and dimensions for traffic striping and markings and the installation thereof shall conform
to Caitrans, Standard Specifications, Traffic Manual, Maintenance Manual and Standard Plans and City
Standard plan no. 133, unless otherwise approved or directed by the City Engineer.
2. Procedures for painting of striping and pavement markings and installation of pavements markers shall
conform to the Standard Specifications for Public Works Construction and the following provisions.
A. All pavement markings shall conform to the city maintenance stencils, (S.A.E) unless otherwise noted.
B. All conflicting traffic striping and pavement markings shall be removed by WET SANDBLASTING.
C. Sufficient control points and spotting removed during sandblasting shall be replaced prior to installation
of striping and markings.
D. All control points and spotting removed during sandblasting shall be replaced prior to installation of
striping and markings.
E. All control points and spotting shall be inspected and approved by the City Traffic Engineer prior to
installation of new or replacement striping and markings.
F. All striping and pavement markings installed on new road surfaces shall be approved low VOC type,
15 mil thick (wet). installation shall be in two coats with the second a minimum of two weeks after the
first, unless otherwise noted.
g. All thermoplastic striping and pavement markings shall be installed in one coat and be 10 mil thick (dry),
unless otherwise noted.
H. Under no conditions shall a roadway be left over night, weekends or holidays without appropriate striping
and markings to the satisfaction of the City Engineer.
1. All traffic striping and pavement markings shall be installed with all appropriate permits and traffic control
measures, In accordance with the city and state standards.
J. Temporary or construction striping and markings shall be in accordance with the city and state standards
and as directed by the City Engineer,
3. Street Name Signs shall be installed per City Standard Plan No. 401 -A.
4. Traffic Signs shall be installed per City Standard Plan No. 401 -B.
NOTE: LEGEND, SYMBOL, LIMIT LINE AND CROSSWALK SHALL BE THERMOPLASTIC.
BAKER AVE. (8TH ST. TO 9TH ST.)
SIDEWALK IMPROVEMENTS
RANCHO CUCAMONGA
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GRADE, FILL AND COMPACT TO MATCH
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HASELHIE AVER
❑
REPLACE PAVEMENT (4" A.C. OVER 6" C.A.B.)
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PER STD. DWG. NO. 104
16
CONSTRUCT CURB & GUTTER TRANSITION (CURB H= 0' TO 0.67')
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GUTTER PER CITY STD. DWG. NO.101 TYPE "C" (W= SEE PLAN AND CROSS
SECTION
ON SHEET 2)
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18
EXIST DRIVE APPROACH AND SIDEWALK TO REMAIN (PROTECT IN PLACE)
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OR APPROVED EQUAL.
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21
BORE CONNECT AND SECURE 6" PVC PIPE OUTLET BEHIND EX. CATCH
u
BASIN PER PLAN
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INSTALL STORM DRAIN CLEAN OUT ASSEMBLY PER DETAIL
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ONTARIO
- - N—
CONSTRUCTION NOTES:
ta-- CONSTRUCT SIDEWALK PER PLAN AND THE CITY STD. DWG.
101 & 103 AND DETAILS ON SHEET 2
a— REMOVE EXISTING TREE
a— REMOVE SHRUBS. POST, ETC.
28 TRIM EXIST. TREE AND SHRUBS
2C RELOCATE EXISTING TREE
('3)— ADJUST TO GRADE
3A ADJUST TO GRADE (BY OTHERS)
a— PROTECT IN PLACE
6A -- PROTECT EXIST DRIVEWAY (EXIST DRIVEWAY TO REMAIN)
5Q-- GRADE TO MATCH, REPLACE AFFECTED IRRIGATION LINES, VALVES,
HEADS, ETC. (COORDINATE WITH THE PROPERTY OWNER PRIOR TO
CONSTRUCTION)
60-- SAWCUT EXIST. PAVEMENT AND CONSTRUCT 4' SIDEWALK
PER STANDARD DRAWING NO. 101 (TYPE R -2)
0— SAWCUT, REMOVE AND REPLACE EXIST. SIDEWALK PER PLAN
O— REMOVE AND REPLACE MAILBOX TO A NEW WHITE GIBRALTAR
PEDESTAL MAIL BOX AND POST COMBO, MODEL PEDOOOOW,
COMPLETE INPLACE
O— SAWCUT EXIST. PAVEMENT AND CONSTRUCT CONC. SIDEWALK
(WIDTH = SEE PLAN) PER STANDARD DWG. NO. 101
10 RELOCATE GUY WIRE (BY OTHER)
11
CONSTRUCT HANDICAP RAMP PER PLAN AND STD.
DWG. NO. 102
12
CONSTRUCT GUTTER ONLY (SPUR ACCESS)
PER DETAIL ON SHEET 2 (STA 2 +00 TO 2 +20)
@—
GRADE, FILL AND COMPACT TO MATCH
EXISTING GRADE
14
SAWCUT 3' FROM EDGE GUTTER, REMOVE AND
REPLACE PAVEMENT (4" A.C. OVER 6" C.A.B.)
@—
REMOVE AND RECONSTRUCT CURB AND GUTTER
PER STD. DWG. NO. 104
16
CONSTRUCT CURB & GUTTER TRANSITION (CURB H= 0' TO 0.67')
SEE DETAIL ON SHEET 2
17 REMOVE AND RECONSTRUCT DRIVE APPROACH INCLUDING CURB &
GUTTER PER CITY STD. DWG. NO.101 TYPE "C" (W= SEE PLAN AND CROSS
SECTION
ON SHEET 2)
7A REPLACE METAL GATE RAIL IN LIKE AND KIND
18
EXIST DRIVE APPROACH AND SIDEWALK TO REMAIN (PROTECT IN PLACE)
19
CONSTRUCT 2'X2' GRATED DRAIN INLET PER PLAN AND DETAIL. METAL
GRATING SHALL BE ADA CONFORMING TYPE W -11 -2 BY GRATING PACIFIC
OR APPROVED EQUAL.
20
INSTALL 6" PVC PIPE SCHED. 40 DRAIN LINE
21
BORE CONNECT AND SECURE 6" PVC PIPE OUTLET BEHIND EX. CATCH
4?
BASIN PER PLAN
y�22
INSTALL STORM DRAIN CLEAN OUT ASSEMBLY PER DETAIL
m
23
RELOCATE SPRINKLER HEAD BEHIND SIDEWALK AND CAP LATERALS THAT
L
ARE NOT TO BE USED
SHEET INDEX:
SHEET — 1 TITRE SHEET
SHEET — 2 DETAILS
SHEET — 3 9TH STREET PLAN
SHEET — 9 BAKER AVENUE PLAN
t P STFG �\
No. 53672 70
Exp. 06 -30 -15 ,y
CIVIL
FILE: 800 - 2013 -06
5'
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EX. FLOWLINE
12
GUTTER ONLY
10' TC
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ZIL
9TH ST. STA. 2 +00 TO 2 +60
1 1 \VI . V JIVI_/"ILI\
SEC. X -X (SPUR ACCESS MAIL)
STA. 2 +00 TO STA. 2 +20
EXAMPLE OF
NON - CONTIGUOUS
SIDEWALK
t-- 10' MAX --1
f I
S /Vy f M o
4 MIN I 0 "C.F. (2i c
-�
MM
-
A ROUNDED
R
3y4 "LIP
WEAKENED PLANE JOINT
/ (TYPICAL)
I 0 "C.F.
I
— I A �
R I
MEDIUM BR (J OM I 1
B
"W° WIDTH OF DRIVE = SEE PLAN
EXPANSION JT.
REMOVAL LIMITS
GUTTER
5.5'R EXAMPLE OF
CONTIGUOUS
SIDEWALK\
I
6' /MIN
I
_ -F
I
( CURB
GUTTER
EXPANSION JT. -'
REMOVAL LIMITS
Note: The drive approach shall be constructed with
520-0 -2500 P.C.C. or a high early strength concrete mix
(660 -C -4000)
1/2" R. "H" VARIES FROM FULL CURB HEIGHT AT
STREET TO ZERO AT SIDEWALK NOTE: CURB RETURN
POURED MONOLITHIC
1 WITH DRIVE APPROACH.
......
.....
............ ......
............i.....R..... i
81 1 /2 " CURB HEIGHT PLUS 8" min.
SECTION A -A
3/4" LIP (1/2" R)
4" "SHINER"
AT FLOW LINE S/W R 0.5'
4' MIN
I
ROADWAY SURFACE 1L4" PER FT. -
1/2 "R
8" PLUS CURB
HEIGHT (MIN)
SECTION B -B
NEW C &G 1 S
NEW FLOWLINE
2
U
oldH
Q
Z U
o�
0 W EX. C &G
+ X
N W
EX. FLOWLINE
NTS FENCE /WALL OR OPEN
VARIES 6' S/W
GRADE TO MATCH
EXISTING (2:1 MAX.)
AC /PCC FLOW LINE (SEE PLAN)
2'X2' PRECAST FIELD, INLET
BOX WITH GRATEIYPE W -11 -2
GRATE PACIFIC OR APPROVE
EQUAL SIDEWALK
%i Z A
N :2
Q e e
-• —•—v—,: •.o.j:
6" PVC SCH. 40 i
JOINT DETAIL LO
** SIDEWALK THICKNESS:
6" ON RESIDENTIAL DRIVE APPROACH
8" ON COMMERCIAL DRIVE APPROCH
CONCRETE CLASS: 520 -C -2500
TYP. SIDEWALK DETAIL
NTS
WEAKENED PLANE JOINT (TYP)
B�
S/W 4' MIN. '
C MED. BROOM I COLD JOINT OR
SCORE LINE
B ,*J
_3 W =12' MIN. X =3'
................ ...............................
6"
SECTION C -C
6" PVC SCH. 40
R =2' (TYP)
CONTIGUOUS
SIDEWALK
C S/W
6' MIN.
CURB & GUTTER
R
3/4" LIP (1/2" R) S/W
4' MIN
4" SHINER
AT FLOW LINE 1/4" PER FT.
ROADWAY SURFACE
............ .. ... .........................
\-1/2-R
6„
6" PLUS CURB
HEIGHT (MIN)
SECTION B -B
RESIDENTIAL DRIVE APPROCH DETAIL
WITH CONTIGUOUS SIDEWALK
6" PVC WYE
-TC
(2) #4 BARS 24"
LONG OVER DRAIN
VARIES 6 e" I
SEE PLAN
PROFILE A
TC
8" CURB PER
STD. 104, A2 -8
NOTE:
PORTLAND CONCRETE CEMENT
SHALL BE 560 -C -3250.
2 6" PVC SCH. 40
FL
n e
OVER S 24 "LONG
DRAIN SECTION A -A
e . 'e
6" PVC SCH. 40
F: 39=
BRASS CLEAN OUT PLUG
(SUNK HEAD)
4" THICK CONC. PAD
1.5' SQUARE
a BEND (6"0 PVC)
FLOW
6" PVC J
UNDERDRAIN
S.D. CLEAN OUT ASSEMBLY
#3 BARS ® 12"
EACH WAY
it� 2"
a'
e. :a
e' 1
1
14"
SECTION B -B
SIDEWALK CONDITION
(PROFILE)
8" -- GIBRALTAR PEDESTAL MAILBOX
AND POST COMBO WHITE $
(MODEL NO. PEDOOOW)
(MFG. PART NO. PEDOOOOW)
i,
MAIL BOX PLACEMENT DETAIL
EXIST OR PROPOSED
4" SIDEWALK PER
STD, DWG. 103
oa
QROFESS/
No. 53672 ?° z
Exp. 06 -30 -15
FILE: 800 - 2013 -06 I
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ZIL
9TH ST. STA. 2 +00 TO 2 +60
1 1 \VI . V JIVI_/"ILI\
SEC. X -X (SPUR ACCESS MAIL)
STA. 2 +00 TO STA. 2 +20
EXAMPLE OF
NON - CONTIGUOUS
SIDEWALK
t-- 10' MAX --1
f I
S /Vy f M o
4 MIN I 0 "C.F. (2i c
-�
MM
-
A ROUNDED
R
3y4 "LIP
WEAKENED PLANE JOINT
/ (TYPICAL)
I 0 "C.F.
I
— I A �
R I
MEDIUM BR (J OM I 1
B
"W° WIDTH OF DRIVE = SEE PLAN
EXPANSION JT.
REMOVAL LIMITS
GUTTER
5.5'R EXAMPLE OF
CONTIGUOUS
SIDEWALK\
I
6' /MIN
I
_ -F
I
( CURB
GUTTER
EXPANSION JT. -'
REMOVAL LIMITS
Note: The drive approach shall be constructed with
520-0 -2500 P.C.C. or a high early strength concrete mix
(660 -C -4000)
1/2" R. "H" VARIES FROM FULL CURB HEIGHT AT
STREET TO ZERO AT SIDEWALK NOTE: CURB RETURN
POURED MONOLITHIC
1 WITH DRIVE APPROACH.
......
.....
............ ......
............i.....R..... i
81 1 /2 " CURB HEIGHT PLUS 8" min.
SECTION A -A
3/4" LIP (1/2" R)
4" "SHINER"
AT FLOW LINE S/W R 0.5'
4' MIN
I
ROADWAY SURFACE 1L4" PER FT. -
1/2 "R
8" PLUS CURB
HEIGHT (MIN)
SECTION B -B
NEW C &G 1 S
NEW FLOWLINE
2
U
oldH
Q
Z U
o�
0 W EX. C &G
+ X
N W
EX. FLOWLINE
NTS FENCE /WALL OR OPEN
VARIES 6' S/W
GRADE TO MATCH
EXISTING (2:1 MAX.)
AC /PCC FLOW LINE (SEE PLAN)
2'X2' PRECAST FIELD, INLET
BOX WITH GRATEIYPE W -11 -2
GRATE PACIFIC OR APPROVE
EQUAL SIDEWALK
%i Z A
N :2
Q e e
-• —•—v—,: •.o.j:
6" PVC SCH. 40 i
JOINT DETAIL LO
** SIDEWALK THICKNESS:
6" ON RESIDENTIAL DRIVE APPROACH
8" ON COMMERCIAL DRIVE APPROCH
CONCRETE CLASS: 520 -C -2500
TYP. SIDEWALK DETAIL
NTS
WEAKENED PLANE JOINT (TYP)
B�
S/W 4' MIN. '
C MED. BROOM I COLD JOINT OR
SCORE LINE
B ,*J
_3 W =12' MIN. X =3'
................ ...............................
6"
SECTION C -C
6" PVC SCH. 40
R =2' (TYP)
CONTIGUOUS
SIDEWALK
C S/W
6' MIN.
CURB & GUTTER
R
3/4" LIP (1/2" R) S/W
4' MIN
4" SHINER
AT FLOW LINE 1/4" PER FT.
ROADWAY SURFACE
............ .. ... .........................
\-1/2-R
6„
6" PLUS CURB
HEIGHT (MIN)
SECTION B -B
RESIDENTIAL DRIVE APPROCH DETAIL
WITH CONTIGUOUS SIDEWALK
6" PVC WYE
-TC
(2) #4 BARS 24"
LONG OVER DRAIN
VARIES 6 e" I
SEE PLAN
PROFILE A
TC
8" CURB PER
STD. 104, A2 -8
NOTE:
PORTLAND CONCRETE CEMENT
SHALL BE 560 -C -3250.
2 6" PVC SCH. 40
FL
n e
OVER S 24 "LONG
DRAIN SECTION A -A
e . 'e
6" PVC SCH. 40
F: 39=
BRASS CLEAN OUT PLUG
(SUNK HEAD)
4" THICK CONC. PAD
1.5' SQUARE
a BEND (6"0 PVC)
FLOW
6" PVC J
UNDERDRAIN
S.D. CLEAN OUT ASSEMBLY
#3 BARS ® 12"
EACH WAY
it� 2"
a'
e. :a
e' 1
1
14"
SECTION B -B
SIDEWALK CONDITION
(PROFILE)
8" -- GIBRALTAR PEDESTAL MAILBOX
AND POST COMBO WHITE $
(MODEL NO. PEDOOOW)
(MFG. PART NO. PEDOOOOW)
i,
MAIL BOX PLACEMENT DETAIL
EXIST OR PROPOSED
4" SIDEWALK PER
STD, DWG. 103
oa
QROFESS/
No. 53672 ?° z
Exp. 06 -30 -15
FILE: 800 - 2013 -06 I
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BENCH MARK: NO. 10026
BRASS DISK IN CONCRETE CURB STAMPED SBCO SURV
BM 700 -34 SOUTHEAST COR. OF 8TH STREET AND
BAKER AVENUE, 1 FT. SOUTH BEGINNING OF CURB
RETURN. ELEV. 1137.855
SCALE: 1 "= 20'
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CONSTRUCTION NOTES: 11 CONSTRUCT OH2ANDICAP RAMP PER PLAN AND STD. , OFESSi
DWG. ���"� y �c^
z W 10-- CONSTRUCT SIDEWALK PER PLAN AND THE CITY STD. DWG. 12 CONSTRUCT GUTTER ONLY (SPUR ACCESS) N- SrF PER DETAIL ON SHEET 2 STA 2 +00 TO 2 +20 y
U v o 101 & 103 AND DETAILS ON SHEET 2 ( ) _ �T _
m m -H f 20--- REMOVE EXISTING TREE N°' 53672
-I i 13 GRADE, FILL AND COMPACT TO MATCH a E =P. oe -ao -is
EXISTING GRADE
i O — REMOVE SHRUBS. POST, ETC.
14 SAWCUL REMOVE AND REPLACE PAVEMENT (4' A.C. OVER 6" CA.B.) AS ��� CiV1�
� Z (91-- TRIM EXIST. TREE AND SHRUBS PER PLAN OF �F
@— REMOVE AND RECONSTRUCT CURB AND GUTTER
1 ° io i Q ( O3 — ADJUST TO GRADE PER STD. DWG. NO. 104
C �!� O-- ADJUST TO GRADE (BY OTHERS) 16 CONSTRUCT CURB & GUTTER TRANSITION (CURB H= 0' TO 0.67')
° ° a < ° °- J SEE DETAIL ON SHEET 2
4�-- PROTECT IN PLACE 17 REMOVE AND RECONSTRUCT DRIVE APPROACH INCLUDING CURB AND
m - - -- - - - -- -- ---- - - - - -- GUTTER PER CITY STD. DWG. N0. 101 TYPE 'C" (W= SEE PLAN AND
a r c0 4 W + �-- (
R =2' I I � A PROTECT EXIST DRIVEWAY EXIST DRIVEWAY TO REMAIN ) TYP. CROSS SECTION ON SHEET 2)
= 3 4 w 18 EXIST DRIVE APPROACH AND SIDEWALK TO REMAIN (PROTECT IN PLACE)
to
_ 14 +00 9TH 14 +5o STREET I I a— GRADE TO MATCH, REPLACE AFFECTED IRRIGATION LINES, VALVES,
HEADS, ETC. (COORDINATE WITH THE PROPERTY OWNER PRIOR TO
_ 15+00 - 15 +5 CONSTRUCTION) 19 CONSTRUCT 2'X2' GRATED DRAIN INLET PER PLAN AND DETAIL SHT. -2.
- - -- O6 --
CONSTRUCTION)
EXIST. PAVEMENT AND CONSTRUCT 4' SIDEWALK METAL GRATING SWILL BE ADA CONFORMING TYPE W -11 -2 BY GRATING
g J o 15 +54 PER STANDARD DRAWING NO. 101 (TYPE R -2) PACIFIC OR APPROVED EQUAL.
d
SAWCUT AND REMOVE PORTION OF EXIST. SIDEWALK 20 NSTALL 6' PVC PIPE SCHED. 40 DRAIN LINE
5004 �-- REMOVE AND REPLACE MAILBOX TO A NEW WHITE GIBRALTAR 21 ORE ON EX. CATCH BASIN WALL AND CONNECT 6' PVC PIPE OUTLET
PEDESTAL MAIL BOX AND POST COMBO, MODEL PEDOOOOW, BEHIND EX. CATCH BASIN PER PLAN
FD. BOAT SPIKE &WASHER, LS 8507 COMPLETE INPLACE
9�— SAWCUT EXIST. PAVEMENT AND CONSTRUCT CONC. SIDEWALK 22 --INSTALL STORM DRAIN CLEAN OUT ASSEMBLY PER PLAN AND DETAIL ON
(WIDTH = SEE PLAN) PER STANDARD DWG. NO. 101 SHEET2
10 RELOCATE GUY WIRE (BY OTHER) 23 ELOCATE SPRINKLER HEAD BEHIND SIDEWALK AND CAP LATERALS THAT
ARE NOT TO BE USED
FILE: 800 - 2013 -06
3
J I 13 +50
� 00 g
Jit
a
C.7 J
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4 �' m
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1 .6 LL-
CONSTRUCTION NOTES: 11 CONSTRUCT OH2ANDICAP RAMP PER PLAN AND STD. , OFESSi
DWG. ���"� y �c^
z W 10-- CONSTRUCT SIDEWALK PER PLAN AND THE CITY STD. DWG. 12 CONSTRUCT GUTTER ONLY (SPUR ACCESS) N- SrF PER DETAIL ON SHEET 2 STA 2 +00 TO 2 +20 y
U v o 101 & 103 AND DETAILS ON SHEET 2 ( ) _ �T _
m m -H f 20--- REMOVE EXISTING TREE N°' 53672
-I i 13 GRADE, FILL AND COMPACT TO MATCH a E =P. oe -ao -is
EXISTING GRADE
i O — REMOVE SHRUBS. POST, ETC.
14 SAWCUL REMOVE AND REPLACE PAVEMENT (4' A.C. OVER 6" CA.B.) AS ��� CiV1�
� Z (91-- TRIM EXIST. TREE AND SHRUBS PER PLAN OF �F
@— REMOVE AND RECONSTRUCT CURB AND GUTTER
1 ° io i Q ( O3 — ADJUST TO GRADE PER STD. DWG. NO. 104
C �!� O-- ADJUST TO GRADE (BY OTHERS) 16 CONSTRUCT CURB & GUTTER TRANSITION (CURB H= 0' TO 0.67')
° ° a < ° °- J SEE DETAIL ON SHEET 2
4�-- PROTECT IN PLACE 17 REMOVE AND RECONSTRUCT DRIVE APPROACH INCLUDING CURB AND
m - - -- - - - -- -- ---- - - - - -- GUTTER PER CITY STD. DWG. N0. 101 TYPE 'C" (W= SEE PLAN AND
a r c0 4 W + �-- (
R =2' I I � A PROTECT EXIST DRIVEWAY EXIST DRIVEWAY TO REMAIN ) TYP. CROSS SECTION ON SHEET 2)
= 3 4 w 18 EXIST DRIVE APPROACH AND SIDEWALK TO REMAIN (PROTECT IN PLACE)
to
_ 14 +00 9TH 14 +5o STREET I I a— GRADE TO MATCH, REPLACE AFFECTED IRRIGATION LINES, VALVES,
HEADS, ETC. (COORDINATE WITH THE PROPERTY OWNER PRIOR TO
_ 15+00 - 15 +5 CONSTRUCTION) 19 CONSTRUCT 2'X2' GRATED DRAIN INLET PER PLAN AND DETAIL SHT. -2.
- - -- O6 --
CONSTRUCTION)
EXIST. PAVEMENT AND CONSTRUCT 4' SIDEWALK METAL GRATING SWILL BE ADA CONFORMING TYPE W -11 -2 BY GRATING
g J o 15 +54 PER STANDARD DRAWING NO. 101 (TYPE R -2) PACIFIC OR APPROVED EQUAL.
d
SAWCUT AND REMOVE PORTION OF EXIST. SIDEWALK 20 NSTALL 6' PVC PIPE SCHED. 40 DRAIN LINE
5004 �-- REMOVE AND REPLACE MAILBOX TO A NEW WHITE GIBRALTAR 21 ORE ON EX. CATCH BASIN WALL AND CONNECT 6' PVC PIPE OUTLET
PEDESTAL MAIL BOX AND POST COMBO, MODEL PEDOOOOW, BEHIND EX. CATCH BASIN PER PLAN
FD. BOAT SPIKE &WASHER, LS 8507 COMPLETE INPLACE
9�— SAWCUT EXIST. PAVEMENT AND CONSTRUCT CONC. SIDEWALK 22 --INSTALL STORM DRAIN CLEAN OUT ASSEMBLY PER PLAN AND DETAIL ON
(WIDTH = SEE PLAN) PER STANDARD DWG. NO. 101 SHEET2
10 RELOCATE GUY WIRE (BY OTHER) 23 ELOCATE SPRINKLER HEAD BEHIND SIDEWALK AND CAP LATERALS THAT
ARE NOT TO BE USED
FILE: 800 - 2013 -06
3
J I 13 +50
� 00 g
Jit
a
C.7 J
H0
d �O
---- - - - - -- - >Z
4 �' m
1 4
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- 14 +00 i
t -- -F
od N
II c
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W C
= 2
U � O
� W
11 +00 9TH 11 +50 STREET o 4
12 +00 1250 13 +
- -
Z 00 0 LLJ U J
Q) N
COO
Q
+ II
1 .6 LL-
CONSTRUCTION NOTES: 11 CONSTRUCT OH2ANDICAP RAMP PER PLAN AND STD. , OFESSi
DWG. ���"� y �c^
z W 10-- CONSTRUCT SIDEWALK PER PLAN AND THE CITY STD. DWG. 12 CONSTRUCT GUTTER ONLY (SPUR ACCESS) N- SrF PER DETAIL ON SHEET 2 STA 2 +00 TO 2 +20 y
U v o 101 & 103 AND DETAILS ON SHEET 2 ( ) _ �T _
m m -H f 20--- REMOVE EXISTING TREE N°' 53672
-I i 13 GRADE, FILL AND COMPACT TO MATCH a E =P. oe -ao -is
EXISTING GRADE
i O — REMOVE SHRUBS. POST, ETC.
14 SAWCUL REMOVE AND REPLACE PAVEMENT (4' A.C. OVER 6" CA.B.) AS ��� CiV1�
� Z (91-- TRIM EXIST. TREE AND SHRUBS PER PLAN OF �F
@— REMOVE AND RECONSTRUCT CURB AND GUTTER
1 ° io i Q ( O3 — ADJUST TO GRADE PER STD. DWG. NO. 104
C �!� O-- ADJUST TO GRADE (BY OTHERS) 16 CONSTRUCT CURB & GUTTER TRANSITION (CURB H= 0' TO 0.67')
° ° a < ° °- J SEE DETAIL ON SHEET 2
4�-- PROTECT IN PLACE 17 REMOVE AND RECONSTRUCT DRIVE APPROACH INCLUDING CURB AND
m - - -- - - - -- -- ---- - - - - -- GUTTER PER CITY STD. DWG. N0. 101 TYPE 'C" (W= SEE PLAN AND
a r c0 4 W + �-- (
R =2' I I � A PROTECT EXIST DRIVEWAY EXIST DRIVEWAY TO REMAIN ) TYP. CROSS SECTION ON SHEET 2)
= 3 4 w 18 EXIST DRIVE APPROACH AND SIDEWALK TO REMAIN (PROTECT IN PLACE)
to
_ 14 +00 9TH 14 +5o STREET I I a— GRADE TO MATCH, REPLACE AFFECTED IRRIGATION LINES, VALVES,
HEADS, ETC. (COORDINATE WITH THE PROPERTY OWNER PRIOR TO
_ 15+00 - 15 +5 CONSTRUCTION) 19 CONSTRUCT 2'X2' GRATED DRAIN INLET PER PLAN AND DETAIL SHT. -2.
- - -- O6 --
CONSTRUCTION)
EXIST. PAVEMENT AND CONSTRUCT 4' SIDEWALK METAL GRATING SWILL BE ADA CONFORMING TYPE W -11 -2 BY GRATING
g J o 15 +54 PER STANDARD DRAWING NO. 101 (TYPE R -2) PACIFIC OR APPROVED EQUAL.
d
SAWCUT AND REMOVE PORTION OF EXIST. SIDEWALK 20 NSTALL 6' PVC PIPE SCHED. 40 DRAIN LINE
5004 �-- REMOVE AND REPLACE MAILBOX TO A NEW WHITE GIBRALTAR 21 ORE ON EX. CATCH BASIN WALL AND CONNECT 6' PVC PIPE OUTLET
PEDESTAL MAIL BOX AND POST COMBO, MODEL PEDOOOOW, BEHIND EX. CATCH BASIN PER PLAN
FD. BOAT SPIKE &WASHER, LS 8507 COMPLETE INPLACE
9�— SAWCUT EXIST. PAVEMENT AND CONSTRUCT CONC. SIDEWALK 22 --INSTALL STORM DRAIN CLEAN OUT ASSEMBLY PER PLAN AND DETAIL ON
(WIDTH = SEE PLAN) PER STANDARD DWG. NO. 101 SHEET2
10 RELOCATE GUY WIRE (BY OTHER) 23 ELOCATE SPRINKLER HEAD BEHIND SIDEWALK AND CAP LATERALS THAT
ARE NOT TO BE USED
FILE: 800 - 2013 -06
3
J I 13 +50
� 00 g
Jit
a
C.7 J
H0
d �O
---- - - - - -- - >Z
4 �' m
1 4
so
- 14 +00 i
t -- -F
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II c
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W C
= 2
U � O
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CONSTRUCTION NOTES: 11 CONSTRUCT OH2ANDICAP RAMP PER PLAN AND STD. , OFESSi
DWG. ���"� y �c^
z W 10-- CONSTRUCT SIDEWALK PER PLAN AND THE CITY STD. DWG. 12 CONSTRUCT GUTTER ONLY (SPUR ACCESS) N- SrF PER DETAIL ON SHEET 2 STA 2 +00 TO 2 +20 y
U v o 101 & 103 AND DETAILS ON SHEET 2 ( ) _ �T _
m m -H f 20--- REMOVE EXISTING TREE N°' 53672
-I i 13 GRADE, FILL AND COMPACT TO MATCH a E =P. oe -ao -is
EXISTING GRADE
i O — REMOVE SHRUBS. POST, ETC.
14 SAWCUL REMOVE AND REPLACE PAVEMENT (4' A.C. OVER 6" CA.B.) AS ��� CiV1�
� Z (91-- TRIM EXIST. TREE AND SHRUBS PER PLAN OF �F
@— REMOVE AND RECONSTRUCT CURB AND GUTTER
1 ° io i Q ( O3 — ADJUST TO GRADE PER STD. DWG. NO. 104
C �!� O-- ADJUST TO GRADE (BY OTHERS) 16 CONSTRUCT CURB & GUTTER TRANSITION (CURB H= 0' TO 0.67')
° ° a < ° °- J SEE DETAIL ON SHEET 2
4�-- PROTECT IN PLACE 17 REMOVE AND RECONSTRUCT DRIVE APPROACH INCLUDING CURB AND
m - - -- - - - -- -- ---- - - - - -- GUTTER PER CITY STD. DWG. N0. 101 TYPE 'C" (W= SEE PLAN AND
a r c0 4 W + �-- (
R =2' I I � A PROTECT EXIST DRIVEWAY EXIST DRIVEWAY TO REMAIN ) TYP. CROSS SECTION ON SHEET 2)
= 3 4 w 18 EXIST DRIVE APPROACH AND SIDEWALK TO REMAIN (PROTECT IN PLACE)
to
_ 14 +00 9TH 14 +5o STREET I I a— GRADE TO MATCH, REPLACE AFFECTED IRRIGATION LINES, VALVES,
HEADS, ETC. (COORDINATE WITH THE PROPERTY OWNER PRIOR TO
_ 15+00 - 15 +5 CONSTRUCTION) 19 CONSTRUCT 2'X2' GRATED DRAIN INLET PER PLAN AND DETAIL SHT. -2.
- - -- O6 --
CONSTRUCTION)
EXIST. PAVEMENT AND CONSTRUCT 4' SIDEWALK METAL GRATING SWILL BE ADA CONFORMING TYPE W -11 -2 BY GRATING
g J o 15 +54 PER STANDARD DRAWING NO. 101 (TYPE R -2) PACIFIC OR APPROVED EQUAL.
d
SAWCUT AND REMOVE PORTION OF EXIST. SIDEWALK 20 NSTALL 6' PVC PIPE SCHED. 40 DRAIN LINE
5004 �-- REMOVE AND REPLACE MAILBOX TO A NEW WHITE GIBRALTAR 21 ORE ON EX. CATCH BASIN WALL AND CONNECT 6' PVC PIPE OUTLET
PEDESTAL MAIL BOX AND POST COMBO, MODEL PEDOOOOW, BEHIND EX. CATCH BASIN PER PLAN
FD. BOAT SPIKE &WASHER, LS 8507 COMPLETE INPLACE
9�— SAWCUT EXIST. PAVEMENT AND CONSTRUCT CONC. SIDEWALK 22 --INSTALL STORM DRAIN CLEAN OUT ASSEMBLY PER PLAN AND DETAIL ON
(WIDTH = SEE PLAN) PER STANDARD DWG. NO. 101 SHEET2
10 RELOCATE GUY WIRE (BY OTHER) 23 ELOCATE SPRINKLER HEAD BEHIND SIDEWALK AND CAP LATERALS THAT
ARE NOT TO BE USED
FILE: 800 - 2013 -06
3
J I 13 +50
� 00 g
Jit
a
C.7 J
H0
d �O
---- - - - - -- - >Z
4 �' m
1 4
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= 2
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SCALE: 1 "= 20'
IZ
BENCH MARK: NO. 10026
BRASS DISK IN CONCRETE CURB STAMPED SBCO SURV
BM 700 -34 SOUTHEAST COR. OF 8TH STREET AND
BAKER AVENUE, 1 FT. SOUTH BEGINNING OF CURB
RETURN. ELEV. 1137.855
(A C
+A _
K c- 4 '•'` my
z BAKER 4 STREET 4 3 r m r m
S
7+ 8 8 +00 9 +00 — 10 +00 -- — — — — 11 +00 — — — 12+ x C7 -
- — — — — —0 — — — X - -i — n LO
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Curve Table
Curve #
Length
Radius
Delta
TANGENT
Cl
40.874
1 25.607
091.4560
26.266
0
H
rn
x
H
t!�
CONSTRUCTION NOTES:
a— CONSTRUCT SIDEWALK PER PLAN AND THE CITY STD. DWG.
101 & 103 AND DETAILS ON SHEET 2
1A CONSTRUCT 5' PCC PAVEMENT OVER COMPACTED NATIVE
— REMOVE EXISTING TREE
2C RELOCATE EXISTING TREE
�- ADJUST TO GRADE
4a-- PROTECT IN PLACE
®— PROTECT EXIST DRIVEWAY (EXIST DRIVEWAY TO REMAIN)
50-- GRADE TO MATCH, REPLACE AFFECTED IRRIGATION LINES, VALVES,
HEADS, ETC. (COORDINATE WITH THE PROPERTY OWNER PRIOR TO
CONSTRUCTION)
6a— SAWCUT EXIST. PAVEMENT AND CONSTRUCT 4' SIDEWALK
PER STANDARD DRAWING NO. 101 (TYPE R -2)
7�-- SAWCUT AND REMOVE PORTION OF EXIST. SIDEWALK
C)_ REMOVE AND REPLACE MAILBOX TO A NEW WHITE GIBRALTAR
PEDESTAL MAIL BOX AND POST COMBO, MODEL PEDOOOOW,
COMPLETE INPLACE
O9 — SAWCUT EXIST. PAVEMENT AND CONSTRUCT CONC. SIDEWALK
(WIDTH = SEE PLAN) PER STANDARD DWG. NO. 101
10 RELOCATE GUY WIRE (BY OTHER)
11 CONSTRUCT HANDICAP RAMP PER PLAN AND STD. DWG. NO. 102
Is
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