BID # /PROJECT - chino.k12.ca.us€¦ · April 14, 2020 . BID # /PROJECT: 19-20-34F – Cattle ES,...
Transcript of BID # /PROJECT - chino.k12.ca.us€¦ · April 14, 2020 . BID # /PROJECT: 19-20-34F – Cattle ES,...
April 14, 2020 BID # /PROJECT: 19-20-34F – Cattle ES, Magnolia JHS, & Ramona JHS – Concrete Alterations SUBJECT: Addendum #2 The following changes, omissions, and or additions to the Project Manual and/or Drawings shall apply to proposals made for and to the execution of the various parts of the work affected thereby, and all other conditions shall remain the same. Careful note of the addendum shall be taken by all parties of interest so that the proper allowances may be made in strict accordance with the Addendum, and that all <trades / contractors> shall be fully advised in the performance of the work which will be required of them. Bidder shall acknowledge receipt of this Addendum in the Space provided on the Bid Form. Failure to do so may subject Bidder to be disqualified. In case of conflict, this Addendum shall govern. ARCHITECT DRAWINGS – WLC Addendum #1
END OF ADDENDUM 2
Attachments: 4 pages Respectfully submitted,
Anna G. Hamilton Purchasing Director
11-30-21
ADDENDUM 1NOTE TO BIDDERS:
THIS ADDENDUM IS ISSUED IN RESPONSETO DSA REVIEW COMMENTS. NEW CONCRETEELEVATIONS ARE BEING REVISED AT VARIOUSLOCATIONS WITHOUT ADDING QUANTITYOF LABOR AND MATERIAL EXCEPT FORTHE FEW CLOUDED AREAS.
SWRCO
723.34CONC
723.32CONC
723.40CONC
723.36CONC
723.51CONC
723.32TG
723.54CONC
723.56CONC
723.52CONC
723.49CONC 723.34
CONC
723.32CONC
723.31CONC
723.36CONC
723.48CONC
723.32CONC
723.30CONC
723.10SD CO
723.25CONC
723.26CONC
723.28CONC
723.25CONC
723.20CONC
723.22FS
723.16CONC
723.18CONC
723.23CONC
723.19CONC
724.06CONC
723.97DOOR
723.18TG
723.35CONC
724.02BLDG
723.20CONC
724.05CONC
724.01CONC
724.00BLDG
723.84CONC 724.04
CONC
723.82CONC
723.78CONC723.81
CONC
723.80CONC
723.78CONC
723.63TG
723.75CONC
723.82CONC
723.83CONC
723.74CONC
723.64CONC
723.80CONC
723.32CONC
723.35CONC
723.60CONC
723.38CONC
723.62CONC
723.89CONC
724.00BLDG
724.02DOOR
724.02DOOR
724.01DOOR
723.18TG
723.40CONC
723.49CONC
723.57CONC
724.01BLDG
724.04DOOR
724.01DOOR
724.04BLDG
723.95CONC
723.96DOOR
723.97BLDG
723.81CONC
723.77CONC
724.01DOOR
723.98DOOR
723.74CONC
723.77CONC
723.56TG
723.83CONC
723.79CONC
723.72CONC
723.74CONC
723.75CONC 723.77
CONC
723.73CONC
723.96BLDG
723.64CONC
723.56CONC
723.59CONC
723.46CONC723.69
CONC723.98CONC
723.54CONC
724.03DOOR
723.98BLDG
723.78CONC
723.71CONC
723.98BLDG
724.06DOOR
724.03CONC
723.99DOOR
723.98DOOR
724.04CONC
724.02CONC
724.03DOOR
724.05BLDG
723.82CONC
723.82CONC
723.83CONC
723.81CONC
723.88CONC
723.66TG
723.84CONC
723.81CONC
723.80CONC
723.84CONC
723.84CONC
723.59CONC
723.97BLDG
723.63CONC
723.70CONC
723.54CONC
723.33CONC
723.48CONC
723.78FS
723.87FS
723.98FS
723.89FS
723.85FS
723.81FS
723.69FS
723.78FS
723.55FS
723.51FS
724.01FS
723.91FS
723.79FS
723.63FS
723.75FS
723.50FS
723.59FS
723.48FS
723.86FS
723.97FS
723.41FS
723.74FS
723.38FS
723.41FS
723.30FS
723.27FS
723.40FS
723.33FS
723.33FS
723.92CONC
723.50CONC
723.77CONC
723.81CONC
723.86CONC
723.88CONC
723.80CONC
723.83CONC
723.90CONC
723.82CONC
723.82CONC
723.79CONC
723.80CONC
723.83CONC
723.40CONC
723.64CONC
723.72CONC
723.81CONC
723.87CONC
723.83CONC
723.95CONC
724.00BLDG
723.92CONC
723.85CONC
723.82CONC
723.82CONC
723.82CONC
723.36CONC
723.85CONC
723.77CONC
723.79CONC
723.77CONC
723.92CONC
723.83CONC
723.84CONC
723.78CONC
723.82CONC
723.80FS
723.44CONC
723.35CONC
723.36CONC
723.32CONC
724.05BLDG
723.58CONC
723.32CONC
723.94BLDG
723.47FS
723.52FS
723.60FS
723.35FS
723.54CONC
723.56CONC
723.53CONC
723.49CONC
723.64CONC
723.71CONC
723.73CONC
723.85CONC
723.60CONC
723.70CONC
723.54CONC
723.28CONC
723.42FS
723.43FS
723.44FS
723.46FS
723.79CONC
723.47CONC
723.49CONC
724.02CONC
723.78CONC
723.82CONC
723.88FS
723.78CONC
723.82CONC
723.78CONC
723.77CONC
723.79CONC
723.79CONC
723.33CONC
723.35CONC
723.75CONC
(723.84)FS-JOIN
1
62
6262
1
62
6262
1 1
62
62
62
11
11 6211 62
1
109
(723.83)FS-JOIN
723.88FS
724.00FS
724.00FS
(723.70)FS-JOIN
(723.71)FS-JOIN
(723.59)FS-JOIN
723.92FS
723.88FS
(723.82)FS-JOIN
724.00FS
(723.63)FS-JOIN
724.00FS
724.00FS 724.00
FS
724.00FS
724.00FS
724.00FS
724.00FS
724.00FS
(723.78)FS-JOIN
(723.78)FS-JOIN
(723.78)FS-JOIN
(723.78)FS-JOIN
(723.78)FS-JOIN
(723.71)FS-JOIN
(723.64)FS-JOIN
(723.60)FS-JOIN
(723.70)JOIN
(723.52)FS-JOIN
(723.36)FS-JOIN
JOIN
JOIN
(723.38)FS-JOIN
(723.20)FS-JOIN
(723.20)FS-JOIN
(723.35)FS-JOIN
(723.72)FS-JOIN (723.64)
FS-JOIN
(723.78)FS-JOIN
(723.80)FS-JOIN
(723.78)FS-JOIN
(723.78)FS-JOIN
(723.78)FS-JOIN
(723.78)FS-JOIN
723.88FS
723.88FS
(723.36)FS-JOIN
(723.35)FS-JOIN
724.00FS
724.00FS
724.00FS
724.00FS
724.00FS
723.88FS
723.88FS
2%MAX
(723.83)FS-JOIN
723.88FS
(723.84)FS-JOIN
723.88FS
724.00FS
(723.82)FS-JOIN
723.88FS
(723.81)FS-JOIN
2%MAX
723.88FS
723.88FS
723.88FS
723.88FS
2%MAX
2%MAX
723.88FS
(723.78)FS-JOIN 723.88
FS
723.88FS
723.88FS
(723.78)FS-JOIN
(723.78)FS-JOIN
723.88FS
723.88FS
723.88FS
723.88FS
724.00FS
724.00FS
724.00FS
724.00FS
724.00FS
(723.77)FS-JOIN
724.00FS 724.00
FS724.00
FS
(723.82)FS-JOIN
724.00FS
(723.20)FS-JOIN
(723.78)FS-JOIN
(723.79)FS-JOIN 723.88
FS
723.88FS
724.00FS
723.88FS
723.88FS
74
74
723.82FS
723.90FS
724.00FS
724.00FS
723.80FS-GB
724.00FS-GB
723.80FS
723.69FS-JOIN
723.54FS-JOIN
723.35FS
723.92FS
(723.81)FS-JOIN
723.88FS
723.88FS
11
11
11
724.00FS
723.62FS
723.70FS
(723.31)FS-JOIN
(723.28)FS-JOIN
(723.28)FS-JOIN
11
723.92FS
723.92FS
11
11
723.92FS
723.92FS
1111
11
(723.18)FS-JOIN
(723.18)FS-JOIN
2%MAX
2%MAX
(723.81)FS-JOIN
EXISTING CONC.BENCH (TYP.)
EXISTING CONC.BENCH (TYP.)
EXISTING LANDSCAPEAREA (TYP.)
EXISTING LANDSCAPEAREA (TYP.)
(723.31)FS-JOIN
EXISTING LANDSCAPEAREA (TYP.)
(723.40)FS-JOIN
2% MAX
723.48FS-GB
723.68FS-GB
723.56FS
(723.84)FS-JOIN
1
62
6262
1
62
6262
1 1
62
62
62
11
11 6211 62
1
109
(723.83)FS-JOIN
723.88FS
724.00FS
724.00FS
(723.70)FS-JOIN
(723.71)FS-JOIN
(723.59)FS-JOIN
723.92FS
723.88FS
(723.82)FS-JOIN
724.00FS
(723.63)FS-JOIN
724.00FS
724.00FS 724.00
FS
724.00FS
724.00FS
724.00FS
724.00FS
724.00FS
(723.78)FS-JOIN
(723.78)FS-JOIN
(723.78)FS-JOIN
(723.78)FS-JOIN
(723.78)FS-JOIN
(723.71)FS-JOIN
(723.64)FS-JOIN
(723.60)FS-JOIN
(723.70)JOIN
(723.52)FS-JOIN
(723.36)FS-JOIN
JOIN
JOIN
(723.38)FS-JOIN
(723.20)FS-JOIN
(723.20)FS-JOIN
(723.35)FS-JOIN
(723.72)FS-JOIN (723.64)
FS-JOIN
(723.78)FS-JOIN
(723.80)FS-JOIN
(723.78)FS-JOIN
(723.78)FS-JOIN
(723.78)FS-JOIN
(723.78)FS-JOIN
723.88FS
723.88FS
(723.36)FS-JOIN
(723.35)FS-JOIN
724.00FS
724.00FS
724.00FS
724.00FS
724.00FS
723.88FS
723.88FS
2%MAX
(723.83)FS-JOIN
723.88FS
(723.84)FS-JOIN
723.88FS
724.00FS
(723.82)FS-JOIN
723.88FS
(723.81)FS-JOIN
2%MAX
723.88FS
723.88FS
723.88FS
723.88FS
2%MAX
2%MAX
723.88FS
(723.78)FS-JOIN 723.88
FS
723.88FS
723.88FS
(723.78)FS-JOIN
(723.78)FS-JOIN
723.88FS
723.88FS
723.88FS
723.88FS
724.00FS
724.00FS
724.00FS
724.00FS
724.00FS
(723.77)FS-JOIN
724.00FS 724.00
FS724.00
FS
(723.82)FS-JOIN
724.00FS
(723.20)FS-JOIN
(723.78)FS-JOIN
(723.79)FS-JOIN 723.88
FS
723.88FS
724.00FS
723.88FS
723.88FS
74
74
723.82FS
723.90FS
724.00FS
724.00FS
723.80FS-GB
724.00FS-GB
723.80FS
723.69FS-JOIN
723.54FS-JOIN
723.35FS
723.92FS
(723.81)FS-JOIN
723.88FS
723.88FS
11
11
11
724.00FS
723.62FS
723.70FS
(723.31)FS-JOIN
(723.28)FS-JOIN
(723.28)FS-JOIN
11
723.92FS
723.92FS
11
11
723.92FS
723.92FS
1111
11
(723.18)FS-JOIN
(723.18)FS-JOIN
2%MAX
2%MAX
(723.81)FS-JOIN
EXISTING CONC.BENCH (TYP.)
EXISTING CONC.BENCH (TYP.)
EXISTING LANDSCAPEAREA (TYP.)
EXISTING LANDSCAPEAREA (TYP.)
(723.31)FS-JOIN
EXISTING LANDSCAPEAREA (TYP.)
(723.40)FS-JOIN
2% MAX
723.48FS-GB
723.68FS-GB
723.56FS
721.30AC
721.30AC
721.28AC
721.30AC
721.89AC
721.87AC
721.89AC
721.90AC
721.88AC
722.48AC722.52
AC722.55
AC722.59AC
722.83AC
722.80AC 722.79
AC
722.30FG
723.420" CF
722.66FS
721.910" CF
722.000" CF
721.450" CF
721.010" CF
723.10AC
723.23AC
723.45CONC
723.14AC
723.21AC
720.89EG
720.62EG
720.32EG
721.36FG
722.06FS 722.04
CONC
721.85CONC
721.60FG
CO
P
PP
721.27FS/GB
721.02FS
721.03FS
721.07FS
721.09FS
721.10FS
721.50FS
723.350" CF
722.97AC
723.14AC
723.32AC
723.37CONC
SCALE:
DRAWING
NUMBER:
PROJECT NUMBER:
DATE:
DRAWN:
CONSULTANT
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CLIENT FOCUSED • PASSION DRIVEN
CHECKED:
IDENTIFICATION STAMP
DIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
DATE
AC FLS
APPL
SS
FILE:
03/16/2018
1612100
www.wlcarchitects.com
8163 ROCHESTER AVENUE, SUITE 100
RANCHO CUCAMONGA
CALIFORNIA 91730-0729
TEL: 909-987-0909
SOUTHERN CALIFORNIA
04 - 117035
#
NO DATE BY DESCRIPTION
REVISIONS
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A 91710
AL
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RA
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JAMES P.
DiCAMILLO
C-15937
REN 11-30-21
AS NOTED
36
-1
1
EE
IR
DR F S
NEGI
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ST
EP O ES IONAL
EN ER
AINROFILACFOETATS LIVIC
C 43296
W. DAVID BYRUM
118 West Lime AvenueMonrovia, CA 91016Phone: 626.357.0588Fax: 626.303.7957Web: www.civiltec.com
California ● Arizona
Civil, Water, Wastewater, Drainage,and Transportation Engineering
Construction Management ● Surveying
CCD NO. 8CEI02/06/20201
1
PRECISEGRADING PLAN
C2.02SCALE 1" = 10'
10' 0 10' 20'
GRAPHIC SCALE
CONSTRUCTION NOTES: PRECISE GRADING 1 SAWCUT AND JOIN.
EXISTING UTILITY STRUCTURE, ADJUST TO GRADE.
6
SAWCUT AND REMOVE EXISTING CONCRETE WALK TO THE LIMITS SHOWN.2
10
CONSTRUCT 5" THICK P.C.C. PEDESTRIAN PAVEMENT OVER COMPACTED NATIVE MATERIAL.
OF THE SLAB SECTION. PRIOR TO THE PLACEMENT OF CONCRETE THE FINAL SUBGRADESURFACE SHALL BE SCARIFIED TO A DEPTH OF AT LEAST 12", MOISTENED TO NEAR OPTIMUMMOISTURE CONTENT, AND COMPACTED TO A RELATIVE COMPACTION OF AT LEAST 90%.
INSTALL NO. 4 BARS SPACED AT 18" ON CENTER BOTH WAYS AND PLACED IN THE MIDDLE THIRD
CONSTRUCT ACCESSIBLE RAMP. REFERENCE ARCHITECTURAL PLANS FOR STRUCTURAL DETAILS. 8
EXISTING UTILITY STRUCTURE, PROTECT IN PLACE.9
PRIOR TO THE PLACEMENT OF CONCRETE THE FINAL SUBGRADE SURFACE SHALL BE SCARIFIEDTO A DEPTH OF AT LEAST 12", MOISTENED TO NEAR OPTIMUM MOISTURE CONTENT, AND
REFERENCE ARCHITECTURAL PLANS FOR JOINT LAYOUT AND DETAILS.
COMPACTED TO A RELATIVE COMPACTION OF AT LEAST 90%.
SAWCUT AND REMOVE EXISTING CONCRETE RAMP TO THE LIMITS SHOWN.3
SAWCUT AND REMOVE EXISTING AC PAVEMENT AND BASE TO THE LIMITS SHOWN.4
5 EXISTING CONCRETE CURB, PROTECT IN PLACE.
7 CONSTRUCT 3" THICK A.C. PAVEMENT OVER 4" C.A.B. PRIOR TO THE PLACEMENT OF BASEMATERIAL THE FINAL SUBGRADE SURFACE SHALL BE SCARIFIED TO A DEPTH OF AT LEAST 12", MOISTENED TO NEAR OPTIMUM MOISTURE CONTENT, AND COMPACTED TO A RELATIVECOMPACTION OF AT LEAST 90%.
EXISTING CANOPY SUPPORT COLUMN, PROTECT IN PLACE, TYPICAL.11
SAWCUT AND REMOVE EXISTING CONCRETE CURB TO THE LIMITS SHOWN. 12CONSTRUCT VARIABLE HEIGHT PCC CURB PER SPPWC STD. PLAN 120-2, TYPE A1-6(150).REFERENCE DETAIL ON SHEET C2.04.
13 CONSTRUCT 5" THICK P.C.C. PEDESTRIAN PAVEMENT OVER COMPACTED NATIVE MATERIAL.
ADDENDUM 1
NOTE TO BIDDERS:
THIS ADDENDUM IS ISSUED IN RESPONSETO DSA REVIEW COMMENTS. NEW CONCRETEELEVATIONS ARE BEING REVISED AT VARIOUSLOCATIONS WITHOUT ADDING QUANTITYOF LABOR AND MATERIAL EXCEPT FORTHE FEW CLOUDED AREAS.
FLAGPOLE
STLVLT
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723.56CONC
723.86CONC
723.53CONC
723.71CONC
723.11VLT
723.30VLT
724.67CONC
724.53CONC
724.21CONC
723.91CONC
724.99CONC
724.15CONC
723.34CONC
723.22CONC
723.21LT POLE
722.76 TC722.14 EP
722.59 TC722.05 EP
723.22TC
722.62CONC
723.35CONC
723.24CONC
723.38CONC
723.39CONC
724.50CONC
724.46CONC
722.93CONC
723.25CONC
723.54CONC
722.73CONC
723.38 TC722.76 EP
722.99CONC
722.57CONC
722.74CONC
723.62CONC
725.56DOOR725.55
BLDG725.52BLDG
725.52CONC
725.10CONC
725.10BLDG
725.03DOOR
723.23CONC
723.56CONC
723.77CONC
723.97CONC
724.54CONC
724.76CONC 724.88
CONC
725.25CONC
725.46BLDG
725.45DOOR
725.44BLDG725.46
CONC725.35CONC
725.32CONC
725.31CONC
725.38CONC
725.41CONC
725.42DOOR
725.47DOOR
725.56BLDG
725.55BLDG
725.54CONC
725.51CONC
725.43CONC
725.22CONC
725.32CONC
725.36BLDG
725.15CONC
725.02CONC
724.85 TG
724.96CONC
725.24BLDG
725.31DOOR
725.22BLDG
725.16CONC
725.07BLDG
725.38CONC
725.43CONC
725.54CONC
725.51DOOR
725.50CONC725.41
CONC
725.22CONC
725.24CONC
725.25DOOR
725.26CONC
725.18CONC
725.47CONC
725.53CONC
725.52DOOR
725.53CONC
725.07BLDG
725.24CONC
725.47CONC
725.42CONC 725.51
CONC
725.47DOOR
725.49CONC725.36
CONC725.290" CF
725.50 TC725.21 FS
725.09CONC
725.31BLDG
725.26CONC
725.18TG 725.32
CONC725.080" CF
725.26 TC724.99 FS
725.03 TC724.77 FS
724.61 TC724.31 FS
725.51CONC
725.43CONC
725.49DOOR
725.27CONC
724.52CONC
724.57CONC
725.30CONC
725.14CONC
724.99CONC
724.88CONC
724.67CONC
724.22CONC
724.42 TC724.06 FS
724.00CONC724.22
BLDG
723.97DOOR
724.27BLDG
723.82CONC
723.57CONC
723.18TG
724.02BLDG
723.20CONC
724.04CONC
723.82CONC
723.59FS
724.01DOOR
723.33FS
723.72CONC
724.20CONC
724.95CONC
723.42CONC
725.02CONC
725.07CONC
724.67CONC
725.08CONC
724.90CONC
725.30CONC
725.20CONC
725.35CONC
725.43CONC
725.34CONC
725.30CONC
725.20CONC
725.09CONC
724.95CONC725.11
CONC
6
6211
62
1
1
724.00
724.00
(723.35)FS-JOIN
(723.82)FS-JOIN
(723.72)FS-JOIN
(725.22)FS-JOIN
(725.35)FS-JOIN
(723.54)FS-JOIN
(723.62)FS-JOIN
723.30FS
723.38FS
74
725.30FS
725.16FS
725.16FS
(725.15)FS-JOIN
(725.32)FS-JOIN
(723.70)FS-JOIN
(724.90FS-JOIN
(724.53)FS-JOIN
62723.97
FS724.96
FS724.96
FS
724.07FS
724.95FS
2% MAX
2% MAX
2% MAX
2% MAX
(725.50)FS-JOIN
(725.50)FS-JOIN
(725.50)FS-JOIN
725.35FS
725.35FS
2%MAX
(725.15)FS-JOIN
(725.03)FS-JOIN
11
2%MAX
(723.95)FS-JOIN
(723.96)FS-JOIN
723.55AC
723.10FG
723.30CONC
723.36CONC
723.26CONC
723.58CONC
723.91CONC
724.19CONC
724.60CONC
724.83CONC
725.24CONC
725.54CONC
723.67CONC
723.68CONC
723.86FG
723.58CONC
723.68CONC
723.81CONC
724.78BLDG
724.95DOOR
725.03CONC
725.41CONC
724.80CONC
725.50BLDG
725.40BLDG
725.15CONC
724.93CONC
725.44CONC
723.97CONC
724.19CONC
WM
724.15CONC
723.98FS/GB
724.29CONC
725.72 TW724.43 FG
725.01BLDG
724.08FS/GB
WM
724.05FS/GB
725.57 TW724.20 FS 725.62
TW725.29DOOR
725.23 FS724.13 FS
725.23 FS724.09 FS
723.63AC
723.72AC
723.77AC
725.49 TW724.07 FS
723.98CONC
724.670" CF
724.40CONC
724.03CONC
725.55TW
725.54FS
725.53FS
725.56FS
724.05FS/GB
723.99FS/GB
725.28FS/GB
725.54FS
725.53FS
724.91CONC
724.80CONC
723.82CONC
723.82CONC
724.20CONC
725.29FS
725.19FS
725.19FS
725.29FS
725.29FS
1.5%
1.5%725.25
FS
7.38% 7.3
8%
724.07FS
132
83
1
1(724.13)FS-JOIN
(723.99)FS-JOIN
724.07FS
724.01FS
1
(723.96)FS-JOIN
724.01FS
724.07FS
(723.99)FS-JOIN
(724.09)FS-JOIN
723.97CONC
WM
723.98FS/GB
WM
724.05FS/GB
725.57 TW724.20 FS 725.62
TW
725.29DOOR725.23 FS
724.13 FS
725.23 FS724.09 FS
725.49 TW724.07 FS
725.55TW
725.54FS
725.53FS
725.56FS
724.05FS/GB
723.99FS/GB
725.28FS/GB
725.54FS
725.53FS
SCALE:
DRAWING
NUMBER:
PROJECT NUMBER:
DATE:
DRAWN:
CONSULTANT
E
E
T
A
T
S
L
I
C
E
N
S
A
A
I
N
R
O
FI
L
AC
F
O
R
C
H
I
T
E
C
T
D
CLIENT FOCUSED • PASSION DRIVEN
CHECKED:
IDENTIFICATION STAMP
DIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
DATE
AC FLS
APPL
SS
FILE:
03/16/2018
1612100
www.wlcarchitects.com
8163 ROCHESTER AVENUE, SUITE 100
RANCHO CUCAMONGA
CALIFORNIA 91730-0729
TEL: 909-987-0909
SOUTHERN CALIFORNIA
04 - 117035
#
NO DATE BY DESCRIPTION
REVISIONS
CH
IN
O V
AL
LE
Y U
NIF
IE
D S
CH
OO
L D
IS
TR
IC
T
CA
TT
LE
E
LE
ME
NT
AR
Y S
CH
OO
L
13590 C
YP
RE
SS
A
VE
NU
E
CH
IN
O, C
A 91710
AL
TE
RA
TIO
NS
JAMES P.
DiCAMILLO
C-15937
REN 11-30-21
AS NOTED
36
-1
1
EE
IR
DR F S
NEGI
RG
STE
P O ES IONAL
EN ER
AINROFILACFOETATS LIVIC
C 43296
W. DAVID BYRUM
118 West Lime AvenueMonrovia, CA 91016Phone: 626.357.0588Fax: 626.303.7957Web: www.civiltec.com
California ● Arizona
Civil, Water, Wastewater, Drainage,and Transportation Engineering
Construction Management ● Surveying
CCD NO. 8CEI02/06/20201
1
PRECISEGRADING PLAN
C2.03SCALE 1" = 10'
10' 0 10' 20'
GRAPHIC SCALE
CONSTRUCTION NOTES: PRECISE GRADING 1 SAWCUT AND JOIN.
EXISTING UTILITY STRUCTURE, ADJUST TO GRADE.
6
SAWCUT AND REMOVE EXISTING CONCRETE WALK TO THE LIMITS SHOWN.2
10
CONSTRUCT 5" THICK P.C.C. PEDESTRIAN PAVEMENT OVER COMPACTED NATIVE MATERIAL.
OF THE SLAB SECTION. PRIOR TO THE PLACEMENT OF CONCRETE THE FINAL SUBGRADESURFACE SHALL BE SCARIFIED TO A DEPTH OF AT LEAST 12", MOISTENED TO NEAR OPTIMUMMOISTURE CONTENT, AND COMPACTED TO A RELATIVE COMPACTION OF AT LEAST 90%.
INSTALL NO. 4 BARS SPACED AT 18" ON CENTER BOTH WAYS AND PLACED IN THE MIDDLE THIRD
CONSTRUCT ACCESSIBLE RAMP. REFERENCE ARCHITECTURAL PLANS FOR STRUCTURAL DETAILS. 8
EXISTING UTILITY STRUCTURE, PROTECT IN PLACE.9
PRIOR TO THE PLACEMENT OF CONCRETE THE FINAL SUBGRADE SURFACE SHALL BE SCARIFIEDTO A DEPTH OF AT LEAST 12", MOISTENED TO NEAR OPTIMUM MOISTURE CONTENT, AND
REFERENCE ARCHITECTURAL PLANS FOR JOINT LAYOUT AND DETAILS.
COMPACTED TO A RELATIVE COMPACTION OF AT LEAST 90%.
SAWCUT AND REMOVE EXISTING CONCRETE RAMP TO THE LIMITS SHOWN.3
SAWCUT AND REMOVE EXISTING AC PAVEMENT AND BASE TO THE LIMITS SHOWN.4
5 EXISTING CONCRETE CURB, PROTECT IN PLACE.
7 CONSTRUCT 3" THICK A.C. PAVEMENT OVER 4" C.A.B. PRIOR TO THE PLACEMENT OF BASEMATERIAL THE FINAL SUBGRADE SURFACE SHALL BE SCARIFIED TO A DEPTH OF AT LEAST 12", MOISTENED TO NEAR OPTIMUM MOISTURE CONTENT, AND COMPACTED TO A RELATIVECOMPACTION OF AT LEAST 90%.
EXISTING CANOPY SUPPORT COLUMN, PROTECT IN PLACE, TYPICAL.11
SAWCUT AND REMOVE EXISTING CONCRETE CURB TO THE LIMITS SHOWN. 12CONSTRUCT VARIABLE HEIGHT PCC CURB PER SPPWC STD. PLAN 120-2, TYPE A1-6(150).REFERENCE DETAIL ON SHEET C2.04.
13 CONSTRUCT 5" THICK P.C.C. PEDESTRIAN PAVEMENT OVER COMPACTED NATIVE MATERIAL.
1DETAILSCALE: 1" = 5' -
-1SEE
DETAIL
NOTE TO BIDDERS:
THIS ADDENDUM IS ISSUED IN RESPONSETO DSA REVIEW COMMENTS. NEW CONCRETEELEVATIONS ARE BEING REVISED AT VARIOUSLOCATIONS WITHOUT ADDING QUANTITYOF LABOR AND MATERIAL EXCEPT FORTHE FEW CLOUDED AREAS.
ADDENDUM 1
[]
[]
[]
[]
[]
[]
[]
STL
LIDS
SIGN
SIGN
GB
FH WV
724.38 TC723.88 FL
724.10 TC723.60 FL
723.80 TC
723.64CONC
722.59 TC722.05 EP
723.47CONC
723.84CONC
722.73CONC
722.55CONC
722.37CONC
721.62CONC
721.50CONC
723.84 CONC
722.25 TC721.62 EP
723.31CONC
722.68CONC
722.55CONC
722.32CONC
722.22CONC
722.00LT POLE
722.46CONC
725.03DOOR
725.01BLDG
724.93CONC
725.15CONC
724.36CO
724.52STL. LID
724.19CONC
724.37CONC
724.17CONC
724.20 TG
724.43CONC
724.98DOOR
724.88TS
724.35BLDG
724.44CONC
724.51 FS
724.36CONC
724.15CONC
724.30CONC
723.88CONC
724.16CONC
724.64CONC
722.81TG
723.33DOOR
723.35DOOR 723.33
BLDG
723.34DOOR
723.31CONC
723.37BLDG
723.35DOOR
723.36DOOR
723.15CONC
723.02TG
723.16CONC
723.21CONC
723.17CONC
723.16CONC
723.20CONC
723.13CONC
723.18CONC
723.17CONC
723.19CONC
723.19CONC
723.18CONC
723.26CONC
723.51CONC723.46
CONC
724.08CONC
722.90CONC
722.81CONC
722.75CONC
722.98CONC
722.78CONC
722.75CONC
722.94CONC
723.03CONC
723.34CONC
722.85CONC
722.88CONC722.76
CONC
722.63CONC
723.11CONC
723.25BLDG
723.29BLDG
722.63CONC
723.05CONC
723.01CONC
723.36BLDG
723.41DOOR
722.95CONC
723.24CONC
723.42DOOR
722.96CONC
723.29CONC
722.94CONC
722.60CONC
722.87CONC
722.73CONC
722.72CONC
722.57CONC
722.92CONC
722.06 TC721.51 EP
722.64CONC722.72
CONC
722.41CONC
722.55CONC
722.07CONC
722.29CONC
722.02 TC721.41 EP
722.300" CF
722.18 TC721.59 FS 721.54
CONC
SIGN
721.87 TC721.33 GB
722.32LT POLE
721.00AC
720.74AC
720.60AC
721.25 0" CF721.17 EP
723.10CONC
723.28BLDG
723.31DOOR
723.34DOOR
723.34DOOR
723.35CONC
723.11CONC
723.11CONC
723.37BLDG
723.16CONC
723.15CONC
723.16CONC
723.00TG
723.18CONC
723.13CONC
723.09CONC
723.21CONC
723.34DOOR
723.31DOOR
723.32BLDG
723.14CONC
723.17CONC722.89
CONC
722.99CONC
722.57CONC
722.60CONC
722.73CONC
722.59CONC
722.81CONC722.59
CONC
722.02 TC721.49 FS
722.61CONC
722.31CONC
722.72CONC
722.41CONC
722.47CONC
722.54CONC
722.07CONC
721.71CONC
721.77CONC
721.99CONC
721.86CONC
721.65CONC
721.80CONC
721.58CONC
721.60CONC
721.73BLDG
721.57CONC
721.57CONC
721.64CONC
721.61CONC
721.72BLDG
721.68CONC
721.63CONC
721.10TG
721.54CONC
721.50CONC
721.11SWR CO
721.13SD CO
720.85AC
720.75AC
721.68BLDG
721.62CONC
721.36
721.58CONC
721.58CONC
722.34CONC
POST
722.88CONC
723.22CONC
722.67CONC
722.60CONC
722.64CONC
722.18CONC
721.87CONC
723.21CONC
723.20CONC
CONC
724.95CONC725.11
CONC
724.71CONC
724.11CONC
723.07CONC
722.99CONC
723.20CONC
723.15CONC
723.21CONC
722.83CONC
722.79CONC
722.61CONC
722.64CONC
722.78CONC
722.92CONC
723.11CONC
723.22CONC
723.17CONC
723.25CONC
723.14CONC
723.19CONC
723.28CONC
723.20CONC
723.16CONC
723.24CONC
723.13CONC 723.18
CONC
723.24CONC
722.80CONC
722.99CONC
722.62CONC
722.81CONC
722.85CONC
723.00CONC
723.07CONC
722.81CONC
722.85CONC
723.02CONC
723.05CONC
723.19CONC
723.19CONC
723.17CONC
723.18CONC
723.18CONC
723.29CONC
723.17CONC
723.25CONC
723.27CONC
723.21CONC
723.09CONC
723.13CONC
723.22CONC
723.18CONC722.82
CONC
723.27CONC
723.18CONC
721.81CONC 721.91
CONC
721.95CONC
721.78AC
721.83AC
721.91AC
721.92AC
721.79AC
721.72AC
721.62AC
721.56AC
721.67CONC
722.18 TC721.59 EP
722.21TC
723.11CONC
723.17CONC
723.14CONC
1
62
62
1
62
1
1
62
1
62
62
62
1
1
1
1
723.38FS
(722.99)FS-JOIN
723.07FS
722.85FS
JOIN
JOIN
(722.95)FS-JOIN
722.78FS
722.86FS
722.64FS
722.72FS
722.41FS
722.49FS
(722.29)FS-JOIN
(721.65)FS-JOIN721.75
FS
(722.20)FS-JOIN
(721.30)FS-JOIN
721.38FS
(720.92)FS-JOIN721.00
FS
(720.75)FS-JOIN
(720.71)FS-JOIN
723.35FS
723.35FS
(720.64)FS-JOIN
(720.52)FS-JOIN
(720.49)FS-JOIN
720.59TC
(720.45)FS-JOIN
720.55TC
723.35FS
723.35FS
723.35FS
723.35FS
723.35FS
723.23FS
(723.15)FS-JOIN
723.23FS
(723.18)FS-JOIN
723.23FS
723.23FS
(723.16)FS-JOIN
(723.17)FS-JOIN
723.23FS 723.23
FS
(723.19)FS-JOIN
(723.13)FS-JOIN
(723.16)FS-JOIN
(723.16)FS-JOIN
723.23FS 723.23
FS
(722.92)FS-JOIN(722.99)FS-JOIN
723.35FS(723.07)
FS-JOIN
(722.99)FS-JOIN
723.35FS
723.23FS
(723.15)FS-JOIN
723.35FS 723.35
FS723.35
FS723.35
FS
723.35FS
723.35FS
723.35FS
723.35FS
723.23FS
723.23FS
(723.18)FS-JOIN
(723.14)FS-JOIN
723.23FS
723.23FS
(723.17)FS-JOIN
(723.13)FS-JOIN
723.23FS
(723.13)FS-JOIN
(723.13)FS-JOIN
723.23FS
723.23FS 723.23
FS
(723.15)FS-JOIN
(723.14)FS-JOIN
723.23FS
723.35FS
(723.13)FS-JOIN
JOIN
(722.64)FS-JOIN
(722.61)FS-JOIN
74
74
1
109
12
1
5
5
723.27FS
723.27FS
2% MAX
2% MAX
11
11
2% MAX
2% MAX
723.27FS
723.27FS
11
11
(723.05)FS-JOIN
(723.02)FS-JOIN
722.89FS
722.99FS
11
723.40FS
723.40FS
723.40FS
723.40FS
723.20FS
723.20FS
2%MAX
(722.61)FS-JOIN
(722.78)FS-JOIN
723.18FS
(723.10)FS-JOIN
723.20FS
723.00FS
(722.63)FS-JOIN
(722.95)FS-JOIN
(722.62)FS-JOIN
(722.59)FS-JOIN
(722.60)FS-JOIN
74
(722.60)FS-JOIN
(722.87)FS-JOIN
(722.73)FS-JOIN
722.67FS
2%MAX
2%MAX
722.57FS
722.57FS
722.57FS
(722.73)FS-JOIN
722.70FS
(722.30)FS-JOIN
720.81TC
720.82TC
62
2%MAX
2%MAX
2%MAX
2%MAX
2%MAX
2%MAX
JOIN
JOIN
74
EXISTING LANDSCAPEAREA (TYP.)
EXISTING LANDSCAPEAREA (TYP.)
721.89AC
721.87AC
721.89AC
722.83AC
722.80AC 722.79
AC
722.83AC
722.80AC 722.63
AC
721.92AC
722.85AC
722.85AC
P
719.55AC
719.69AC
719.84AC
720.01AC
720.26AC
720.43AC
720.55AC
721.59CONC 720.84
CONC
721.36 TC720.64 EP
NO
PA
RK
IN
G
719.83CONC719.89
CONC
719.93CONC
719.99CONC
720.12AC
720.09AC
720.36AC
720.92 TC720.42 FS
720.40AC
721.30 TC720.77 FS
720.31AC
720.71 TC720.21 EP
719.76CONC
720.37 TC719.82 EP720.43 TC
719.97 EP720.82 TC720.25 EP
720.81 TC720.26 EP
720.81 TC720.30 EP
720.64 TC720.29 EP
720.46 TC720.04 FS
720.38 TC719.79 EP
720.01FS
720.58 TC720.06 FS 720.07
CONC
720.64 TC720.04 FS
720.53 TC720.10 EP
720.52 TC720.05 EP
720.59 TC720.08 EP
720.55CONC
721.67CONC
721.17CONC
721.18CONC
720.75CONC
721.09CONC722.43
FG
722.90FG
721.07 TG719.07 INV
723.080" CF
723.370" CF
723.440" CF
722.970" CF
722.220" CF
721.39CONC
722.33 0" CF722.06 FG
720.63AC
720.70AC
720.75AC
721.60 TC721.09 EP
720.89AC
721.41AC
721.340" CF
721.29AC722.66 TC
722.06 FS
NO
PA
RK
IN
G
NO
PA
RK
IN
G
719.91AC
NO
PA
RK
IN
G
720.490" CF/GB
720.450" CF/GB
722.52FG722.78 FS
722.57 FG722.88CONC
723.32FG
722.95CONC
722.85CONC
723.21CONC
723.37CONC
723.09CONC
722.99CONC
723.11FG
723.28FG
722.97 TG721.17 INV
723.40FG
722.46 TG720.91 INV
723.10FG
723.30CONC
723.67CONC
CO
EB
722.24FG
722.51 TC721.93 FS
CO
SCALE:
DRAWING
NUMBER:
PROJECT NUMBER:
DATE:
DRAWN:
CONSULTANT
E
E
T
A
T
S
L
I
C
E
N
S
A
A
I
N
R
O
FI
L
AC
F
O
R
C
H
I
T
E
C
T
D
CLIENT FOCUSED • PASSION DRIVEN
CHECKED:
IDENTIFICATION STAMP
DIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
DATE
AC FLS
APPL
SS
FILE:
03/16/2018
1612100
www.wlcarchitects.com
8163 ROCHESTER AVENUE, SUITE 100
RANCHO CUCAMONGA
CALIFORNIA 91730-0729
TEL: 909-987-0909
SOUTHERN CALIFORNIA
04 - 117035
#
NO DATE BY DESCRIPTION
REVISIONS
CH
IN
O V
AL
LE
Y U
NIF
IE
D S
CH
OO
L D
IS
TR
IC
T
CA
TT
LE
E
LE
ME
NT
AR
Y S
CH
OO
L
13590 C
YP
RE
SS
A
VE
NU
E
CH
IN
O, C
A 91710
AL
TE
RA
TIO
NS
JAMES P.
DiCAMILLO
C-15937
REN 11-30-21
AS NOTED
36
-1
1
EE
IR
DR F S
NEGI
RG
STE
P O ES IONAL
EN ER
AINROFILACFOETATS LIVIC
C 43296
W. DAVID BYRUM
118 West Lime AvenueMonrovia, CA 91016Phone: 626.357.0588Fax: 626.303.7957Web: www.civiltec.com
California ● Arizona
Civil, Water, Wastewater, Drainage,and Transportation Engineering
Construction Management ● Surveying
CCD NO. 8CEI02/06/20201
1
PRECISEGRADING PLAN
C2.04SCALE 1" = 10'
10' 0 10' 20'
GRAPHIC SCALE
CONSTRUCTION NOTES: PRECISE GRADING 1 SAWCUT AND JOIN.
EXISTING UTILITY STRUCTURE, ADJUST TO GRADE.
6
SAWCUT AND REMOVE EXISTING CONCRETE WALK TO THE LIMITS SHOWN.2
10
CONSTRUCT 5" THICK P.C.C. PEDESTRIAN PAVEMENT OVER COMPACTED NATIVE MATERIAL.
OF THE SLAB SECTION. PRIOR TO THE PLACEMENT OF CONCRETE THE FINAL SUBGRADESURFACE SHALL BE SCARIFIED TO A DEPTH OF AT LEAST 12", MOISTENED TO NEAR OPTIMUMMOISTURE CONTENT, AND COMPACTED TO A RELATIVE COMPACTION OF AT LEAST 90%.
INSTALL NO. 4 BARS SPACED AT 18" ON CENTER BOTH WAYS AND PLACED IN THE MIDDLE THIRD
CONSTRUCT ACCESSIBLE RAMP. REFERENCE ARCHITECTURAL PLANS FOR STRUCTURAL DETAILS. 8
EXISTING UTILITY STRUCTURE, PROTECT IN PLACE.9
PRIOR TO THE PLACEMENT OF CONCRETE THE FINAL SUBGRADE SURFACE SHALL BE SCARIFIEDTO A DEPTH OF AT LEAST 12", MOISTENED TO NEAR OPTIMUM MOISTURE CONTENT, AND
REFERENCE ARCHITECTURAL PLANS FOR JOINT LAYOUT AND DETAILS.
COMPACTED TO A RELATIVE COMPACTION OF AT LEAST 90%.
SAWCUT AND REMOVE EXISTING CONCRETE RAMP TO THE LIMITS SHOWN.3
SAWCUT AND REMOVE EXISTING AC PAVEMENT AND BASE TO THE LIMITS SHOWN.4
5 EXISTING CONCRETE CURB, PROTECT IN PLACE.
7 CONSTRUCT 3" THICK A.C. PAVEMENT OVER 4" C.A.B. PRIOR TO THE PLACEMENT OF BASEMATERIAL THE FINAL SUBGRADE SURFACE SHALL BE SCARIFIED TO A DEPTH OF AT LEAST 12", MOISTENED TO NEAR OPTIMUM MOISTURE CONTENT, AND COMPACTED TO A RELATIVECOMPACTION OF AT LEAST 90%.
EXISTING CANOPY SUPPORT COLUMN, PROTECT IN PLACE, TYPICAL.11
SAWCUT AND REMOVE EXISTING CONCRETE CURB TO THE LIMITS SHOWN. 12CONSTRUCT VARIABLE HEIGHT PCC CURB PER SPPWC STD. PLAN 120-2, TYPE A1-6(150).REFERENCE DETAIL ON SHEET C2.04.
13 CONSTRUCT 5" THICK P.C.C. PEDESTRIAN PAVEMENT OVER COMPACTED NATIVE MATERIAL.
ADDENDUM 1
NOTE TO BIDDERS:
THIS ADDENDUM IS ISSUED IN RESPONSETO DSA REVIEW COMMENTS. NEW CONCRETEELEVATIONS ARE BEING REVISED AT VARIOUSLOCATIONS WITHOUT ADDING QUANTITYOF LABOR AND MATERIAL EXCEPT FORTHE FEW CLOUDED AREAS.