ADDENDUM NO. CC-2
BCDM Architects
1015 North 98th Street, Suite 300
Omaha, Nebraska 68114
to the
Bidding Documents
for
8 April 2014
LEWIS AND CLARK ELEMENTARY SCHOOL ADDITION AND REMODEL
1603 Grand Ave.
Council Bluffs, Iowa 51503
BCDM Project No. 3114-02
NOTE: ADDENDA MAY BE VIEWED AT WWW.ADTECHSUPPLY.COM
REMINDER: BID DATE AND TIME: APRIL 17, 2014 AT 2:00 P.M. LOCAL TIME
NOTICE TO BIDDERS: The Project Manual and Drawings for the above referenced project are
hereby amended as follows:
PROJECT MANUAL
SECTION 01230 - ALTERNATES
a.
Page 01230-1, line 24, add the following:
“ALTERNATE BID NO. 5
UNDER THIS ALTERNATE, as indicated on the drawings, a Landscape Plan shall be
implemented per plan sheet C9-0.”
SECTION 02820 – CHAIN LINK FENCES AND GATES
a.
Page 02820-1, line 5, add the following:
“This specification is applicable only for chain link fencing and/or gates that are displayed on
sheet C3-0 and referenced via note 10 on sheet C3-0.”
SECTION 03310 – CONCRETE WORK
a.
Page 03310-5, line 33, add the following:
“Viper Vaporcheck II 15 mil ‘Class A’ vapor barrier
“Barrier-Bac VB350
SECTION 07200– BUILDING INSULATION
a.
Page 07200-2, line 23, add the following:
Enverge C.I. Foil Exterior Wall
Insulation Solutions.”
Interplast Group”
Firestone Building Products.”
SECTION 07272– FLUID APPLIED MEMBRANE AIR BARRIERS
a.
Page 07272-3, line 34, add the following:
“Enershield HP, by BASF.”
SECTION 07420– ALUMINUM COMPOSITE PANEL SYSTEM
a.
Page 07420-1, line 52, add the following:
“Aluminum Composite Panel System shall have Backer Rod and sealant at joints.”
b.
Page 07420-1, line 52, add the following:
“Aluminum Composite Panel System shall have Backer Rod and sealant at joints.”
SECTION 07530– FLEXIBLE SHEET ROOFING SYSTEM
a.
Page 07530-3, DELETE LINES 22-24 in their entirety and replace with the following:
“COVERBOARD shall be rigid roof boards for installation of roofs over insulation where
shown on drawings. Coverboard shall be ½” densdek by Georgia Pacific or approved equal.”
3114-02
Addm CC-2-1
SECTION 08410 – ALUMINUM FRAMES
a.
Page 08410-2, line 45, delete in its entirety and replace with the following:
“At windows located on the South Elevation of new addition (base bid), The color of the
Aluminum Frames shall match color of Aluminum Frames on existing school building. The
Aluminum Frames on the west elevation of the new addition (base bid) shall have a clear
anodized aluminum finish.”
b.
Page 08410-3, line 19, delete in its entirety and replace with: “Clear Anodized Aluminum
Finish”.
c.
Page 08410-3, line 23, replace “08710” with “08800”.
d.
Page 08410-3, line 31, delete in its entirety and replace with: “Clear Anodized Aluminum
Finish”.
SECTION 08710– FINISH HARDWARE
a.
Page 08710-3, lines 26 through 55, delete in their entirety. This section will be moved to
Specification Section 08800, as shown in this addendum.
b.
Page 08710-6, line 48, delete “CPS7500” and replace with “CPS7500T”.
c.
Page 08710-7, line 33, delete “FBB199 5 x 4 ½ NRP” and replace with “FBB168 5 x 4 1/2
“.
d.
Page 08710-7, line 39, delete in its entirety.
e.
Page 08710-9, line 12, delete in its entirety.
f.
Page 08710-9, line 35, delete “Threshold Strip 173” and replace with “Threshold 1855AT“.
g.
Page 08710-9, line 37, delete in its entirety.
h.
Page 08710-10, line 18, add door no’s: “166, 167, 168, 169”.
SECTION 08800– GLASS AND GLAZING
a.
Page 08800-3, line 23, after the sentence add:
“……tempered glass. There shall be 2 glass shelves. Each glass shelf shall consist of 3equal glass pieces for a total of 6-equal glass pieces. Each individual glass piece shall have
2 display case hardware: standards and brackets. Refer to Specification information below.
b.
Page 08800-4, line 53 add:
SPECIALTIES
DISPLAY CASE HARDWARE for display cases shall be as follows:
Standards: K-V 71 ANO (length as shown on the Drawings)
Brackets: K-V 160 ANO (length as indicated on the Drawings)
Shelf Supports (end standards): K-V 104 1/2P (two per bracket) with K-V129
rubber cushions
Shelf Supports (other standards): K-V 104 P (two per bracket) with K-V129 rubber
cushions
Each individual glass shelf shall have 2 display case hardware: standards and
brackets
SLIDING GLASS DOOR HARDWARE at the display cases shall be as follows:
K-V No. 993 ZC upper channel, continuous length to fit opening as required.
K-V No. 999 ZC lower track, continuous length to fit opening as required.
K-V No. 995 ZC shoe, continuous length to fit each channel of lower track per
manufacturer’s instructions.
K-V No. 997 ZC carrier, continuous length of opening to fit each door, one required
for each door.
K-V No. 963 CHR rachet lock, one for each meeting glass door location; key all
locks at each display case alike; key each display case differently.
Note: Fully recess sliding glass door hardware in aluminum frame system all instances.
3114-02
Addm CC-2-2
KEYING
All permanent and temporary cores shall be purchased from Able Locksmith (712-3227501) and the cost included in the work for this section. Keying coordination will be the
responsibility of the Owner’s Representative, Able Locksmith. Provide temporary keyed
cores for the outside of exterior doors. The balance of locks and cylinders shall be
provided with plastic temporary construction cores. Installation of permanent cores shall be
by Able Locksmith.
SECTION 09512– ACOUSTICAL TILE CEILINGS
a.
Page 09512-3, line 57, add the following:
“Gordon Contura Fascia.”
SECTION 09840– ACOUSTICAL PANELS
a.
Page 9840-2, line 13, add the following:
“Or Sound Concepts.”
b.
Page 9840-2, line 20, add the following:
“Or Sound Concepts.”
SECTION 11050 – LIBRARY SHELVING
a.
Page 11050-3, line 19, remove: “Wood end panels where appropriate” and replace with
“Slotted end panels where appropriate at both ends”
SECTION 11510- ATHLETIC EQUIPMENT
a.
Page 11510-1, line 46, add: “The following products and manufacturers shall also be allowed:
ADP Lemko, Inc.
Backstop
Banks
Model 1335 Model 64
b.
Safety Strap
Model 110
Page 11510-2, line 15, add: “The following products and manufacturers shall also be allowed:
ADP Lemko, Inc.
Backstop
Banks
Model 1335 Model 50
c.
Goal
Model 25
Goal
Model 25
Safety Strap
Model 110
Page 11510-2, line 35, add: “The following products and manufacturers shall also be allowed:
ADP Lemko, Inc. model 6400 and 6430/6431 Sleeve and Plate.
d.
Page 11510-2, line 43, add: “The following products and manufacturers shall also be allowed:
ADP Lemko, Inc. model 6106/6107/6108 Post.
e.
Page 11510-2, line 56, add: “The following products and manufacturers shall also be allowed:
ADP Lemko, Inc. 7602 Net
f.
Page 11510-3, line 29, after “…Pads” add: “or ADP Lemko, Inc. model 6010 Post Pad”.
g.
Page 11510-3, line 46, add: “The following products and manufacturers shall also be allowed:
ADP Lemko, Inc. model 230 Safety Wall Pads.
MECHANICAL SPECIFICATIONS
a.
See Morrissey Engineering’s Addendum No. 2 attachments.
3114-02
Addm CC-2-3
DRAWINGS
SHEET A1-2– ROOF PLAN
a.
Revise detail 1, and add details 9 and 10 as shown on the attached sketch ASD-2.
b.
Clarification: Add “Note: Roof Fascia at perimeter of entire roof under Alternate 4, including at
Aluminum Composite Panels shown in base bid, is to be as specified in Spec section 07600.
Color shall match existing fascia color. All roof edge fascia work shall be performed by the
roofing contractor.”
SHEET A4-1– DOOR AND FRAME SCHEDULE – BASE BID
a.
At Door 190, Under category "Door Material”, delete “Alum” and replace with “HM”.
b.
At Door 190, Under category “Frame Type”, delete “X” and replace with “L”.
SHEET C3-0
a.
Plan Detail 1 – See attached supplemental drawing, CSD-1.
SHEET C3-1
a.
Plan Detail 1 – See attached supplemental drawing, CSD-2.
SHEET C3-2
a.
Plan Detail 1 – See attached supplemental drawing, CSD-3.
SHEET C5-1
a.
Plan Detail 1 (6 parts) As a matter of clarification, in lieu of reissuing a completely new plan sheet for C5-1, an
overall reference sheet key was developed to aid in viewing the individual supplemental
drawings for sheet C5-1. CSD-15 is the reference key sheet and sheets CSD-15A through
CSD-15E contain the revised spot elevation information.
SEE ATTACHED SUPPLEMENTAL DRAWINGS, CSD-15, CSD-15A, CSD-15B, CSD-15C,
CSD-15D, CSD-15E.
SHEET C7-0
a.
Plan Detail 1 (3 parts) – See attached supplemental drawings, CSD-4A, CSD-4B, CSD-4C.
b.
Detail 5 – See attached supplemental drawing, CSD-5.
c.
Playground detail notes – Add the following notes 8 & 9:
“8. Contractor shall verify existing play structure deck heights in order to install proper
resilient tile thickness based on fall zone requirements.
9. Resilient tile colors shall be "harvest gold", "ocean blue", "slate grey" with a "stripe" or
"pattern" pattern. Submit tile colors and pattern(s) with owner for approval prior to
installation.”
SHEET C8-3
a.
Detail 3 - See attached supplemental drawing, CSD-6.
b.
Detail 4 - See attached supplemental drawing, CSD-6.
c.
Detail 7 - See attached supplemental drawing, CSD-7.
d.
Detail 8 - See attached supplemental drawing, CSD-8.
e.
Detail 9 - See attached supplemental drawing, CSD-9.
f.
Detail 10 - See attached supplemental drawing, CSD-10.
g.
Detail 11 - As a matter of clarification, for reference purposes, contractor shall take note of all
updated detail references identified within detail 11 appearing in this addendum.
SHEET C8-4
a.
Detail 3 (3 parts) - See attached supplemental drawings, CSD-11, CSD-11B, CSD-11C.
b.
Detail 5 - See attached supplemental drawing, CSD-12.
3114-02
Addm CC-2-4
c.
Detail 6 - As a matter of clarification the following note shall be added:
Note: Chain link fence shall be installed per note 10 on sheet C3-0 and notes on sheet C87. Fence shall be placed in the center of 1’ wide concrete mow strip installed immediately
behind segmental block retaining wall. Concrete footings for fence posts shall be installed
per “Sleeve-It 1224R” standard detail, by Strata Systems, www.geogrid.com, or approved
equal, follow manufacturer’s specifications and recommendations.
SHEET C8-5
a.
Detail 2 – See attached supplemental drawing, CSD-13.
b.
Detail 6 – See attached supplemental drawing, CSD-14.
c.
Detail 7 – See attached supplemental drawing, CSD-14.
SHEET C8-6
a.
Detail 1 - The leader/note identifying the chain link fence post that reads “CHAIN LINK
FENCE POST FOOTING, SEE 7/C8-5”, should read as follows:
“CHAIN LINK FENCE POST FOOTING, SEE DETAIL 8/C8-3”
b.
Detail 2 - For reference and graphical clarification purposes, the chain link fence/concrete
curb/segmental block retaining wall displayed in this detail shall be referenced similar to
detail 8/C8-3.
SHEET C8-7
a.
Structural Notes:
As a matter of clarification, the following text shall be added prior to note 1
Applicability: These structural notes apply exclusively to all fencing, gates, guardrails,
handrails, posts, and any other applicable components associated with the details displayed
on sheets C8-3 to C8-6. Any chain link fencing and/or gates identified on sheet C3-0 and via
note 10 on sheet C3-0 shall refer only to specification section 02820.
MECHANICAL AND ELECTRICAL DRAWINGS
a.
See Morrissey Engineering’s Addendum No. 2 attachments.
END OF ADDENDUM
3114-02
Addm CC-2-5
addendum
addendum no.
2
date:
04/07/2014
bid date:
project name:
Lewis & Clark Elementary School Addition and Remodel
project no:
13216
This addendum is hereby made a part of the contract documents to the same extent as if it were
originally included therein. Contract documents shall be considered modified or revised as
hereinafter described.
Mechanical:
1. General – The following manufactures have been approved for the listed items. All items
shall meet the requirements of the construction documents, specifications and are
subject for review during shop drawing submittal:
Specification Section
a. 15181 Hydronic Piping
b.
c.
d.
e.
f.
g.
h.
i.
j.
k.
15181 Hydronic Piping
15181 Hydronic Piping
15185 Hydronic Pumps
15189 HVAC Water Treatment
15440 Plumbing Fixtures
15519 Condensing Boilers
15519 Condensing Boilers
15815 Metal Ducts and Acces.
15838 Power Ventilators
15733 Rooftop Air Handling Units
l.
15734 Rooftop Air Handling Units
(With integral energy recovery)
m. 15761 Air Coils
n. 15761 Air Coils
o. 15960 Variable Frequency Drive
Manufacturer
PRO Hydronic Specialties (balance
Valves)
Patterson (expansion tanks)
Thrush (air/dirt separators)
Patterson
General Treatment (bypass feeder)
Willoughby (wash fountain)
APEX
Burnham Hydronics
Leader Ind (fire/smoke dampers)
Soler & Palau (Roof Fans)
Greenheck (must comply with project
specifications)
Greenheck (must comply with project
specifications)
Warren Technology
Neprtonics
Danfoss
2. Section 15940 Sequence of Operation for HVAC Controls
a. Sheet 15940-10 ADD controls for existing ERV located above kitchen 143
i) Temperature control system shall monitor and control the following
(1) ERV start/stop
(2) Exhaust and Supply Temperatures
(3) Show on temperature control graphics
4940 North 118th Street
Omaha, NE 68164
P: 402.491.4144
www.morrisseyengineering.com
3. Sheet M0-1, Mechanical Demolition
a. Preschool 144, Kindergarten 141, Office 142 and Vestibule 147
i) Remove existing supply air diffusers.
4. Sheet M1.1, Floor Plan – HVAC (Base Bid)
a. See Sketch M1-1a and M1-1b
b. Preschool 144, Kindergarten 141,Office 142, and Vestibule 147
i) Provide new D-1 supply air diffusers in above referenced rooms. Field verify and
match existing neck size. Balance air flow to CFMs indicated
5. Sheet M2.1, Floor Plan Plumbing and Piping (Base Bid)
a. See Sketch M2.1a
Electrical:
1. Sheet E3.1 Floor Plan – Special Systems (Base Bid)
a. See Sketch E3-1a
2. Sheet E3.1.1 Floor Plan – Special Systems – Alternate #1
a. See Sketch E3-1.1a
3. Sheet E6-1 - Electrical Schedules
a. Lighting Fixtures Schedule
i) Fixture Type 4 shall be considered equal by Portfolio.
ii) Fixture Type 13 shall be considered equal by McGraw-Edison and Spaulding.
iii) Fixture Type 21 shall be considered equal by Corelite.
iv) Fixture Type 24 shall be considered equal by Prudential.
4940 North 118th Street
Omaha, NE 68164
P: 402.491.4144
www.morrisseyengineering.com
PREFINISHED METAL
FASCIA, TYP.
ADD BRICK TO MATCH
EXISTING TO TOP OF
EXISTING BRICK
PILASTER. TOP OF BRICK
TO MATCH ROOF HEIGHT
OF ADJACENT NEW
CONSTRUCTION.
WRAP ROOF
MEMBRANE UP AND
OVER PARAPET,
TYP.
SEALANT, BOTH SIDES, TYP.
'L' SHAPED FLASHING
PREFINISHED METAL
FASCIA, TYP.
10
ROOF WALL INTERSECTION
3/4" = 1'-0"
PREFINISHED METAL FASCIA
METAL FLASHING OVER
BRICK TO MATCH EXISTING
ALUMINUM COMPOSITE PANEL
EXIST. BRICK
9
ROOF EDGE SECTION
3/4" = 1'-0"
9
2
3
10
ASD-2
Sim
4
ASD-2
NEW ALUM
COMPOSITE
PANEL SYSTEM
1
PRECAST
PT-9, NEW SILL TYPE 2
PORCELAIN
TILE
WEST ELEVATION CORRECTED PILASTER
1/8" = 1'-0"
LEWIS & CLARK ELEMENTARY SCHOOL
ADDITION AND REMODEL
3114-02
4/6/2014 12:36:34 AM
Council Bluffs, IA, 51501
DRAWING REFERENCED:
ATTACHMENT
ASD-2
BERINGER CIACCIO DENNELL MABREY
DRAWING REFERENCED: SHEET C3-0
CONNECT TO EXISTING CHAIN LINK FENCE,
TRANSITION FROM PROPOSED 4' HIGH CHAIN
LINK FENCE TO EXISTING FENCE HEIGHT
SEE NOTE 10 AND SPECIFICATION SECTION 02820
1
CSD - 1: REVISION NOTES
PROPOSED 3' HIGH CHAIN LINK FENCE
WITH 10' WIDE GATE, SEE NOTE 10 AND
SPECIFICATION SECTION 02820
2
3114-02
CONNECT TO EXISTING
CHAIN LINK FENCE, MATCH
EXISTING FENCE HEIGHT
FROM PROPOSED GATE TO
EXISTING FENCE CONNECTION,
SEE NOTE 10 AND SPECIFICATION
SECTION 02820
04/08/2014
SET NEW END POST FOR CHAIN LINK
FENCE AT TOE OF SLOPE / BOTTOM OF WALL
PLAN DETAIL 1 (OVERALL SITE LAYOUT PLAN)
EXISTING RAILROAD TIE WALL
BERINGER CIACCIO DENNELL MABREY
CSD-1
ATTACHMENT
CONNECT TO EXISTING CHAIN LINK FENCE,
TRANSITION FROM PROPOSED 4' HIGH CHAIN
LINK FENCE TO EXISTING FENCE HEIGHT
SEE NOTE 10 AND SPECIFICATION SECTION 02820
CSD-2: REVISION NOTES
SOUTH ENTRY STAIRWAY
SEE SHEET C8-6
1
PROPOSED
LAWN
RETAINING WALL "D" WITH
4' HIGH CHAIN LINK FENCE
SEE 6/C8-4 AND STRUCTURAL
NOTES ON SHEET C8-7
PROPOSED
LAWN
DRAWING REFERENCED: SHEET C3-1
PROPOSED 4' HIGH
CHAIN LINK FENCING,
SEE NOTE 10 ON SHEET C3-0
AND SPEC SECTION 02820
MATCH LINE SHEET C3-2
3114-02
PROPOSED BUILDING
SOUTH ENTRY
04/08/2014
CONCRETE STRUCTURAL STOOP
SEE STRUCTURAL DRAWINGS
FOR MORE INFORMATION
BERINGER CIACCIO DENNELL MABREY
CSD-2
PLAN DETAIL 1 (SITE LAYOUT PLAN - WEST SIDE PLAN ENLARGEMENT AREA)
ATTACHMENT
PROPOSED
LAWN
PROPOSED SIDEWALK,
MATCH EXISTING,
SEE NOTE 9 ON SHEET C3-0
MATCH LINE SHEET C3-1
RETAINING WALL "D" WITH
4' HIGH CHAIN LINK FENCE
SEE 6/C8-4 AND STRUCTURAL
NOTES ON SHEET C8-7
1
PROPOSED
LAWN
CONNECT TO EXISTING CHAIN LINK FENCE,
TRANSITION FROM PROPOSED 4' HIGH CHAIN
LINK FENCE TO EXISTING FENCE HEIGHT
SEE NOTE 10 AND SPECIFICATION SECTION 02820
PROPOSED
LAWN
CSD - 3: REVISION NOTES
EXISTING
RETAINING WALL
2
PROPOSED 3' HIGH CHAIN LINK FENCE
WITH 10' WIDE GATE, SEE NOTE 10 AND
SPECIFICATION SECTION 02820
SET NEW END POST FOR CHAIN LINK
FENCE AT TOE OF SLOPE / BOTTOM OF WALL
2
3114-02
DRAWING REFERENCED: SHEET C3-2
ATTACHMENT
04/08/2014
PLAN DETAIL 1 (SITE LAYOUT PLAN - EAST SIDE PLAN ENLARGEMENT AREA - BUILDING ADDITION - BASE BID)
CSD-3
BERINGER CIACCIO DENNELL MABREY
4
C8-3
1
EXISTING "MIRACLE" PLAY
STRUCTURE, DECK HEIGHTS
AS LABELED, TYP.
PROVIDE 12" SQUARE FOOTINGS WITH 1/2"
EXPANSION JOINTS FOR CHAIN LINK FENCE
POSTS. FOOTINGS SHALL BE 3'-6" DEPTH WITH
12" SLEEVES SIMILAR TO 5/C8-4 (PIPE 3 STD x 12"
WITH 1/4" END CAP AND 4 - #5 x 8", GALVANIZED, TYP.)
CHAIN LINK FENCE & GATE PER NOTES ON C8-7, TYP.
8' WIDE CHAIN LINK FENCE
WITH GATE, SEE NOTES ON C8-7
DRAWING REFERENCED: SHEET C7-0
EXCAVATE NEW PLAY AREA TO
ALLOW FOR 12" MINIMUM DEPTH
PEA GRAVEL. SEE NOTE 1 FOR
ORDERING PEA GRAVEL, THIS SHEET.
NOTE, FILTER FABRIC TO BE INSTALLED
AT BOTTOM AS SHOWN.
4
C8-3
3114-02
RELOCATED EXISTING
PLAY STRUCTURE, KEEP IN
RELATIVE LOCATION BUT ROTATE
AND REINSTALL AS SHOWN,
SEE NOTE 7
SAFETY ZONE, TYP.
9
C8-3
DASHED LINE REPRESENTS
APPROXIMATE BEND POINT
OF TILES, SEE 3/C7-0
PROPOSED RESILIENT PLAYGROUND TILES
ON CONCRETE BASE, SEE DETAIL 6/C7-0
AND SPECIFICATION SECTION 02865
CSD-4A
04/08/2014
SAFETY ZONE, TYP.
BERINGER CIACCIO DENNELL MABREY
CHAIN LINK FENCE
PER NOTES ON SHEET C8-7
CHAIN LINK FENCE TRANSITION
FROM PLAY CURB TO THICKENED
EDGE CONCRETE SIDEWALK,
SEE 3/C8-3 AND NOTES ON C8-7
PLAN DETAIL 1 (PLAYGROUND AREA - PLAN DETAIL) - PART 1 OF 3
ATTACHMENT
CSD - 4A: REVISION NOTES
8' WIDE CHAIN LINK FENCE
WITH GATE, SEE NOTES ON C8-7
2
SEE DETAIL 10/C8-3
SEE NOTE 1 ON
DETAIL 5/C7-0
3
C7-0
CSD - 4B: REVISION NOTES
EXISTING "PLAY WORLD"
PLAY STRUCTURE, DECK HEIGHTS
AS LABELED, TYP.
1
RELOCATED EXISTING
PLAY STRUCTURE FROM
EXISTING SOUTHEAST
PLAYGROUND AREA
PROPOSED RESILIENT PLAYGROUND TILES
ON CONCRETE BASE, SEE DETAIL 6/C7-0
AND SPECIFICATION SECTION 02865
DRAWING REFERENCED: SHEET C7-0
THICKENED EDGE CONCRETE WALK
ALONG ALL WALK AREAS ABUTTING
PEA GRAVEL PLAYGROUND AREA, SEE 4/C7-0
3114-02
PLAY CURB WITH
CHAIN LINK FENCE,
SEE DETAIL 5/C7-0
CSD-4B
BERINGER CIACCIO DENNELL MABREY
DASHED LINE REPRESENTS
APPROXIMATE BEND POINT
OF TILES, SEE 3/C7-0
PLAN DETAIL 1 (PLAYGROUND AREA - PLAN DETAIL) - PART 2 OF 3
3
C7-0
04/08/2014
ATTACHMENT
RELOCATED EXISTING TODDLER SWING SET,
INSTALL SO THAT HORIZONTAL TOP BAR
IS NO MORE THAN 6'-0" HIGHER THAN
PROPOSED GROUND FOR 12'-0" CLEAR ZONE,
SEE NOTE 6
EXCAVATE NEW PLAY AREA TO
ALLOW FOR 12" MINIMUM DEPTH
PEA GRAVEL. SEE NOTE 1 FOR
ORDERING PEA GRAVEL, THIS SHEET.
NOTE, FILTER FABRIC TO BE INSTALLED
AT BOTTOM AS SHOWN.
PROPOSED PLAY STRUCTURE
"TENSILE TOUGH HORSESHOE CLIMBER"
PRODUCT #767,
SEE SPECIFICATION SECTION 02860
PROPOSED PLAY STRUCTURE
"FREE STANDING ROCK CLIMBER"
WITH POLE, PRODUCT #714-192,
SEE SPECIFICATION SECTION 02860
DRAWING REFERENCED: SHEET C7-0
SAFETY ZONE, TYP.
CSD-4C
PLAN DETAIL 1 (PLAYGROUND AREA - PLAN DETAIL) - PART 3 OF 3
1
PROPOSED LIGHT POLE,
SEE ELECTRICAL, TYP.
CSD - 4C: REVISION NOTES
04/08/2014
3114-02
THICKENED EDGE CONCRETE WALK
ALONG ALL WALK AREAS ABUTTING
PEA GRAVEL PLAYGROUND AREA, SEE 4/C7-0
BERINGER CIACCIO DENNELL MABREY
SAFETY ZONE, TYP.
ATTACHMENT
DASHED LINE REPRESENTS
APPROXIMATE BEND POINT
OF TILES, SEE 3/C7-0
NOTES:
2.
INSTALL FENCING PER NOTES ON SHEET C8-7
1
RESILIENT TILE AT PLAY CURB
5
C7-0
04/08/2014
WHERE APPLICABLE, INSTALL PEA GRAVEL ON
BOTH SIDES OF PLAY CURB AT 12" MINIMUM
DEPTH, 2" BELOW TOP OF PLAY CURB
3114-02
1.
BERINGER CIACCIO DENNELL MABREY
CSD-5
DETAIL 5 - RESILIENT TILE AT PLAY CURB
ATTACHMENT
CSD - 5: REVISION NOTES
3
DRAWING REFERENCED: SHEET 7-0
2
1/2" EXPANSION JOINT
WITH SEALANT ABUTTING
PLAY CURB, TYP.
6" THICK CONCRETE
SIDEWALK, SLOPE AWAY
FROM PLAY CURB,
SEE SHEET C5-1
2
COMPACTED
SUBGRADE
1/2" DIA. SS
SMOOTH DOWEL @ 24" O.C.
SOFT SURFACING PLAY TILE,
6" BELOW TOP OF PLAY CURB WITH 1/2"
EXPANSION JOINT BETWEEN CONCRETE
BASE FOR TILES AND PLAY CURB,
SEE PLAY TILE DETAILS ON SHEET C7-0
AND SEE C5-1 FOR SPOT ELEVATIONS
PEA GRAVEL, DEPTH VARIES,
12" DEPTH MINIMUM, INSTALL TOP
OF PEA GRAVEL 6" BELOW TOP OF
PLAY CURB, SEE C5-1 FOR SPOT
ELEVATION INFORMATION
WRAP BOTTOM OF PEA GRAVEL
AREA WITH FILTER FABRIC, BRING
FABRIC UP SIDES OF PLAY CURB
WITHIN 6" OF TOP, TYP.
COMPACTED SUBGRADE,
SLOPE TOWARDS 6" SUBDRAIN
#4 REBAR, 12" O.C. EACH WAY
1
CHAIN LINK FENCE TRANSITION DETAIL
3
C8-3
CSD - 6: REVISION NOTES
PLAY CURB ABUTTING PROPOSED SIDEWALK
4
C8-3
BERINGER CIACCIO DENNELL MABREY
4
3
CSD-6
DETAIL 3 - CHAIN LINK FENCE TRANSITION DETAIL & DETAIL 4 - PLAY CURB ABUTTING PROPOSED SIDEWALK
04/08/2014
ATTACHMENT
DRAWING REFERENCED: SHEET C8-3
3114-02
3
SEGMENTAL BLOCK RETAINING WALL AT
PRE-K AND 5 - 12 YEAR OLD PLAYGROUND AREA
7
C8-3
CSD - 7: REVISION NOTE
3114-02
DRAWING REFERENCED: SHEET C8-3
ATTACHMENT
04/08/2014
DETAIL 7 - SEGMENTAL BLOCK RETAINING WALL AT PRE-K AND 5 - 12 YEAR OLD PLAYGROUND AREA
CSD-7
BERINGER CIACCIO DENNELL MABREY
SEGMENTAL BLOCK RETAINING WALL
AT HARD SURFACE PLAY AREA
8
C8-3
CSD - 8: REVISION NOTE
3114-02
DRAWING REFERENCED: SHEET C8-3
04/08/2014
DETAIL 8 - SEGMENTAL BLOCK RETAINING WALL AT HARD SURFACE PLAY AREA
ATTACHMENT
CSD-8
BERINGER CIACCIO DENNELL MABREY
TYPICAL SECTION DETAIL - PEA GRAVEL WITHIN PLAYGROUND AREA
9
C8-3
DETAIL 9 - TYPICAL SECTION DETAIL (PEA GRAVEL WITHIN PLAYGROUND AREA)
04/08/2014
CSD-9
ATTACHMENT
BERINGER CIACCIO DENNELL MABREY
DRAWING REFERENCED: SHEET C8-3
3114-02
CSD - 9: REVISION NOTES
PLAY CURB AT SEGMENTAL BLOCK RETAINING WALL DETAIL
10
C8-3
DRAWING REFERENCED: SHEET C8-3
DETAIL 10 - PLAY CURB AT SEGMENTAL BLOCK RETAINING WALL DETAIL
3114-02
04/08/2014
CSD-10
ATTACHMENT
BERINGER CIACCIO DENNELL MABREY
CSD - 10: REVISION NOTES
TERMINAL POST WITH CAP,
HINGE 8' GATE TO POST, TYP.
TOP OF WALL ELEV: 1162.55
BOTTOM OF WALL ELEV: 1162.54
DETAIL 3 - CONCRETE RETAINING WALL ELEVATION (WALL C) - PART 1 OF 3
TRUSS ROD @ EACH END, TYP.
1/2" EXPANSION JOINT WITH FILLER
AND SEALANT BOTH SIDES,
SEE 5/C8-4, TYP.
STEP FOOTING
SEE 4/C8-5, TYP.
TOP OF FOOTING ELEVATION: 1158.79
3114-02
1
2
CONCRETE RETAINING WALL ELEVATION - WALL C
SCALE: 1" = 3'-0"
3
C8-4
04/08/2014
TOP OF FOOTING ELEVATION: 1160.12
BERINGER CIACCIO DENNELL MABREY
CSD-11A
ATTACHMENT
DRAWING REFERENCED: SHEET C8-4
CSD - 11A: REVISION NOTES
1/2" EXPANSION JOINT WITH FILLER
AND SEALANT BOTH SIDES,
SEE 5/C8-4, TYP.
2
PROPOSED 6" THICK
CONCRETE SIDEWALK,
SEE 5/C8-4
TOP OF WALL ELEV: 1162.55
BOTTOM OF WALL ELEV: 1160.10
1
TOP OF FOOTING ELEVATION: 1157.46
1
3'-0" FOOTING WIDTH
3/4" CHAMFER VERTICAL
@ 5'-0" O.C., TYP.
4'-0" FOOTING WIDTH
CONCRETE RETAINING WALL ELEVATION - WALL C
SCALE: 1" = 3'-0"
3
C8-4
04/08/2014
1/2" EXPANSION JOINT WITH FILLER
AND SEALANT BOTH SIDES,
SEE 5/C8-4, TYP.
DETAIL 3 - CONCRETE RETAINING WALL ELEVATION (WALL C) - PART 2 OF 3
DRAWING REFERENCED: SHEET C8-4
REVEAL AT 6" SIDEWALK DEPTH, TYP.
SEE 5/C8-4
3114-02
OF FOOTING ELEVATION: 1158.79
4' HIGH CHAIN LINK FENCE,
FABRIC ON BUILDING SIDE, TYP.
BERINGER CIACCIO DENNELL MABREY
CSD-11B
ATTACHMENT
CSD - 11B: REVISION NOTES
DETAIL 3 - CONCRETE RETAINING WALL ELEVATION (WALL C) - PART 3 OF 3
TOP OF WALL ELEV: 1162.56
BOTTOM OF WALL ELEV: 1159.63
CONCRETE RETAINING WALL ELEVATION - WALL C
SCALE: 1" = 3'-0"
3
C8-4
04/08/2014
TOP OF WALL ELEV: 1162.56
BOTTOM OF WALL ELEV: 1159.63
TRUSS ROD @ EACH END, TYP.
BERINGER CIACCIO DENNELL MABREY
CSD-11C
ATTACHMENT
1
1 1/2" DIA. SCHEDULE 40 PVC PIPE
AT 5'-0" O.C., SEE 5/C8-4, TYP.
3114-02
2
DRAWING REFERENCED: SHEET C8-4
CSD - 11C: REVISION NOTES
1/2" EXPANSION JOINT WITH
FILLER AND SEALANT, BOTH SIDES
C.I.P. RETAINING WALL
EXPANSION JOINT DETAIL
PLAN VIEW
CSD - 12: REVISION NOTES
CHAIN LINK FENCE
FABRIC ON SIDEWALK SIDE
DRAWING REFERENCED: SHEET C8-4
2 - #5 CONTINUOUS
AT TOP OF WALL
1/2" EXPANSION JOINT
WITH SEALANT, TYP.
6" THICK
CONCRETE SIDEWALK
3/4" REVEAL, 6" FROM TOP OF WALL
WITH 3/4" CHAMFERS VERTICALLY
AT 8'-0" CENTERS ON EXPOSED FACE
PIPE 3 STD x 1'-0" WITH 1/4" END CAP
AND 4 - #5 x 8", GALVANIZED, TYP.
1 1/2" SCHEDULE 40 PVC PIPE @ 5'-0" O.C.
SEE DETAIL 3/C8-4
6" THICK CONCRETE SIDEWALK
GRANULAR BACKFILL
WRAPPED WITH
GEO-DRAINAGE FABRIC
PVC SCREEN
COMPACTED
SUBGRADE
#5 @ 12" O.C.
SEE 4/C8-4 FOR FOOTING
REINFORCEMENT
INFORMATION
2 - #5
TYP.
C.I.P. RETAINING WALL WITH CHAIN LINK FENCE DETAIL
SCALE: 1/2" = 1'-0"
5
C8-4
04/08/2014
#5 @ 12" O.C., TYP.
COMPACTED SUBGRADE
3114-02
1
DETAIL 5 - C.I.P. RETAINING WALL WITH CHAIN LINK FENCE DETAIL
2
BERINGER CIACCIO DENNELL MABREY
CSD-12
ATTACHMENT
5/8" DIA. x 24" SMOOTH GREASED
DOWELS @ 24" O.C.WITH
EXPANSION CAP ONE END
1'-2" TREAD WIDTH ON RADIUS, DISTANCE OF
1'-2.2976" TREAD WIDTH AT FACE OF WALL
3.
ALL TREADS & RISERS ARE ON A RADIUS
4.
RISERS SHALL HAVE 1" DIA. RADIUS TOP AND
BOTTOM, TYP.
5.
TREADS SLOPE AWAY AT 1/8" FOR DRAINAGE,
TYPICAL ALL
GALVANIZED 5/8" DIA. x 24" AT
16" O.C. CENTERED WITHIN
6" THICK SIDEWALK, GREASE
EXP CAP END, TYP.
PIPE 1.5 DIA. STD
WELDED HANDRAIL
GALVANIZED, TYP.
#5 @ 12" EACH WAY
(EPOXY)
6" THICK CONCRETE SIDEWALK,
PROVIDE 6" SUPPORT ON
BUILDING STOOP FOUNDATION
3" RADIUS,
TYPICAL
GALVANIZED 5/8" DIA. x 24" AT
16" O.C. CENTERED WITHIN
6" THICK SIDEWALK, GREASE
EXP CAP END, TYP.
6" THICK
CONCRETE SIDEWALK
(2) #5 x 8"
GALVANIZED, TYP.
#5 @ 8" EACH WAY
(EPOXY)
1/2" EXPANSION JOINT
WITH SEALANT, TYP.
(4) #5,
TYP.
COMPACTED
SUBGRADE, TYP.
1
CSD-13
PIPE 3" STD x 6"
WITH 1/4" END CAP,
GALVANIZED, TYP.
40' RADIUS
1/4" MASONITE, TYP.
4" VOID FORM, TYP.
#5 @ 12" O.C., TYP.
(3) #6,
TYP.
CONCRETE STAIRWAY
FOOTING CENTERED WITH
EXPANSION JOINT
(10) #5,
TYP.
1/4" MASONITE, TYP. WITH
4" VOID FORM, TYP.
1/2" EXPANSION JOINT
WITH SEALANT, TYP.
CONCRETE STAIRWAY
FOOTING CENTERED WITH
EXPANSION JOINT
#5 @ 12" O.C., TYP.
(3) #6,
TYP.
UPPER STAIRWAY - TYPICAL STAIRWAY ELEVATION DETAIL (LOOKING NORTH)
SCALE: 1/2" = 1'-0"
2
C8-5
04/08/2014
2.
DRAWING REFERENCED: SHEET C8-5
MEASURED DISTANCE AT FACE OF WING
WALL = 1'-2.2559"
3114-02
1.
BERINGER CIACCIO DENNELL MABREY
NOTES:
DETAIL 2 - UPPER STAIRWAY (TYPICAL STAIRWAY ELEVATION DETAIL - LOOKING NORTH)
ATTACHMENT
CSD - 13: REVISION NOTES
2
CONCRETE STOOP,
SEE STRUCTURAL
HEMISPHERE CAP,TYP.
SEE SECTION ON 5/C8-5
#5 @ 12" EACH WAY, TYP.
ALIGN HANDRAIL POST
WITH GUARD RAIL POST
CHAIN LINK FENCEFABRIC, POST,
TENSION BAND, RAILS,
TRUSS ROD, TYP. SEE 5/C8-5
UPPER
STAIRWAY
UPPER
STAIRWAY
C.I.P. RETAINING WALL
SEE 5/C8-4, TYP.
CONCRETE
SIDEWALK BELOW
CAST-IN-PLACE CONCRETE
RETAINING WALL,
SEE 5/C8-4
STAIRWAY HANDRAIL
SEE 2/C8-5
GUARDRAIL POSTS, HORIZONTAL RAIL,
PICKETS, TYP. SEE 1/C8-5
CONCRETE CHEEK WALL,
SEE 1/C8-5
CHEEKWALL
WITH GUARDRAIL
SEE 1/C8-5
1/2" EXPANSION JOINT
WITH SEALANT, TYP.
GUARDRAIL / FENCING PLAN DETAIL (UPPER STAIRWAY)
SCALE: 3/4" = 1'-0"
DETAIL 6 - GUARDRAIL / FENCING PLAN DETAIL (UPPER STAIRWAY)
DETAIL 7 - FOOTING REINFORCEMENT PLAN DETAIL (UPPER STAIRWAY)
STAIRWAY
FOOTING
SEE 2/C8-5
1/2" EXPANSION JOINT
WITH SEALANT, TYP.
1
04/08/2014
CONCRETE STOOP,
SEE STRUCTURAL
DRAWING REFERENCED: SHEET C8-5
1/2" EXPANSION JOINT
WITH SEALANT, TYP.
3114-02
CONCRETE
SIDEWALK
6
C8-5
FOOTING REINFORCEMENT PLAN DETAIL
(UPPER STAIRWAY)
SCALE: 3/4" = 1'-0"
7
C8-5
BERINGER CIACCIO DENNELL MABREY
CSD-14
ATTACHMENT
CSD - 14: REVISION NOTES
CSD-15C
3114-02
CSD-15E
CSD - 15 THROUGH CSD-15E: REVISION NOTE
SITE GRADING PLAN - WEST SIDE PLAN ENLARGEMENT AREA - (BASE BID)
1
C5-1
04/08/2014
CSD-15D
CSD-15B
BERINGER CIACCIO DENNELL MABREY
CSD-15
ATTACHMENT
DRAWING REFERENCED: SHEET C5-1 (REFERENCE KEY FOR ASD-15A THROUGH ASD-15E)
CSD-15A
E
LIN
04/08/2014
GE
3114-02
SLOPE
RID
6" INTEGRAL
CURB
E
OP
LOW PROFILE
CURB
SL
CSD-15A
ATTACHMENT
BERINGER CIACCIO DENNELL MABREY
DRAWING REFERENCED: SHEET C5-1 (SEE KEY REFERENCE ON ASD-15)
SPOT ELEVATION
ABBREVIATION KEY
1.5%
MAX.
RETAINING WALL A
SEE 1/C8-4
RETAINING WALL A
SEE 1/C3-4
1.5%
MAX.
14.88%
SLOPE
4.75
%
MAX
.
1.5
MA %
X.
RETAINING WALL D
SEE 6/C8-4
10% SLOPE
3114-02
04/08/2014
DRAWING REFERENCED: SHEET C5-1 (SEE KEY REFERENCE ON ASD-15)
ATTACHMENT
CSD-15B
BERINGER CIACCIO DENNELL MABREY
LOW PROFILE
CURB
SL
OP
E
LOW PROFILE
CURB
GE
RID
1.5%
MAX.
E
LIN
ADJUST SANITARY
MANHOLE, SEE SHEET C6-0
RETAINING WALL B
SEE 2/C8-4
RETAINING WALL A
SEE 1/C8-4
1.5%
MAX.
RETAINING WALL C
SEE 3/C8-4
VERIFY EXISTING
STOOP ELEVATION
PROPOSED BUILDING ADDITION
CIVIL FFE: 1162.82
ARCH FFE: 100'-0"
3114-02
04/08/2014
DRAWING REFERENCED: SHEET C5-1 (SEE KEY REFERENCE ON ASD-15)
ATTACHMENT
CSD-15C
BERINGER CIACCIO DENNELL MABREY
E
LIN
E
6" INTEGRAL
CURB
ADJUST SANITARY
MANHOLE, SEE SHEET C6-0
CSD-15D
ATTACHMENT
BERINGER CIACCIO DENNELL MABREY
DRAWING REFERENCED: SHEET C5-1 (SEE KEY REFERENCE ON ASD-15)
OP
E
04/08/2014
SL
3114-02
E
DG
RI
RETAINING WALL B
SEE 2/C8-4
OP
LOW PROFILE
CURB
SL
6" INTEGRAL
CURB
VERIFY EXISTING STOOP
ELEVATION
EXISTING BUILDING
CIVIL FFE: 1162.82
ARCH FFE: 100'-0"
04/08/2014
3114-02
VERIFY EXISTING STOOP
ELEVATION
BERINGER CIACCIO DENNELL MABREY
CSD-15E
ATTACHMENT
DRAWING REFERENCED: SHEET C5-1 (SEE KEY REFERENCE ON ASD-15)
RETAINING WALL C
SEE 3/C8-4
C
S
C
S
F
F
(TYP) 2 M F.S.D.
.
A/V
1 A-(20/1)
PROVIDE DATA
IN EXISTING
WIREMOLD
1D
E
G,44"
P
S
G,44"
S
WAP
WORK ROOM 44"
175A
1D
G,44"
44"
F
.
A
C
E
G,44"
S
2D
44"
1D, 44"
44"
1D
44"
2D
WAP
MEDIA CENTER
175
S
S
E
F
F
Lewis and Clark Elementary School
Addition and Remodel
Council Bluffs, Iowa
morrIssey
engIneer Ing Inc
mechanical | electrical | technology | commissioning
4940 North 118th Street
Omaha, NE 68164
P: 402.491.4144
www.morrisseyengineering.com
project no.:
date:
13216
04/08/2014
drawing referenced:
addendum:
E3-1
2 sketch
E3-1a
E
2D
S
1
P
WAP
S
2D
F
A/V 1D
1D
F
C
DN
2D
1D
S
2D
F
F
Lewis and Clark Elementary School
Addition and Remodel
Council Bluffs, Iowa
morrIssey
engIneer Ing Inc
mechanical | electrical | technology | commissioning
4940 North 118th Street
Omaha, NE 68164
P: 402.491.4144
www.morrisseyengineering.com
project no.:
date:
13216
04/08/2014
drawing referenced:
addendum:
E3-1.1
2 sketch
E3-1.1a