AIA DOCUMENT G710 – ARCHITECT’S SUPPLEMENTAL INSTRUCTIONS - 1992 EDITION – AIA- COPYRIGHT 1992 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C., 2006-5292. WARNING; Unlicensed photocopying violates U.S. copyright laws and is subject to legal prosecution. This document was electronically produced with permission of the AIA and can be reproduced without violation until the date of expiration as noted below. AIA License Number 107959, which expires on 2/28/1999 Architect’s Supplemental Instructions AIA Document G710- Electronic Format OWNER ARCHITECT CONTRACTOR FIELD OTHER THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES; CONSULTATION WITH AND ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION. AUTHENTICATION OF THIS ELECTRONICALLY DRAFTED AIA DOCUMENT MAY BE MADE BY USING AIA DOCUMENT D401. PROJECT: Mayfield Elementary Additions 31820 Hwy 190 W Slidell, Louisiana 70445 OWNER: St Tammany Parish School Board 321 N Theard St Covington, Louisiana 70434 TO CONTRACTOR: Frank A. Anzalone, General Contractors, Inc Physical Address City, State, Zip Code ARCHITECTS SUPPLEMENTAL INSTRUCTION No.: ASI-001-Mayfield Additions DATE OF ISSUANCE: March 21, 2016 ARCHITECT’S PROJECT NO: 14059 CONTRACT FOR: General Construction CONTRACT DATED: February 2016 The Work shall be carried out in accordance with the following supplemental instructions issued in accordance with the Contract Documents without change in Contract Sum or Contract Time. Proceeding with the Work in accordance with these instructions indicates your acknowledgment that there will be no change in the Contract Sum or Contract Time. Revisions requested by STP Department of Development’s Land Use Planner for permitting Clearing Boundary clarification: For reference use, please find attached Sheet C1.01 which clarifies the limits of clearing along new driveway work. This was requested by Parish Permit office prior to their landscape office inspection of site in order to flag trees to remain. Tree Buffer along entry drive: Refer to attached revised landscape plan for planting reduction in scope along the West side of the existing entry drive. Landscape department noted that existing forested area may serve as property “buffer” along this drive. Please contact our office should any additional information be needed regarding this item. Attachments: Revised Sheet C1.01 Revised Sheet L1.00 ISSUED BY: Brent J. Guilbeau, AIA Coleman Partners Architects, LLC Cc: File, Dale Songy
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AIA DOCUMENT G710 – ARCHITECT’S SUPPLEMENTAL INSTRUCTIONS - 1992 EDITION – AIA- COPYRIGHT 1992 • THE AMERICAN INSTITUTE OF
ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C., 2006-5292. WARNING; Unlicensed photocopying violates U.S. copyright laws and is subject to legal prosecution. This document was electronically produced with permission of the AIA and can be reproduced without violation until the date of expiration as noted below.
AIA License Number 107959, which expires on 2/28/1999
Architect’s
Supplemental Instructions
AIA Document G710-
Electronic Format
OWNER
ARCHITECT
CONTRACTOR
FIELD
OTHER
THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES; CONSULTATION WITH AND ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION. AUTHENTICATION OF THIS ELECTRONICALLY DRAFTED AIA DOCUMENT MAY BE MADE BY USING AIA
DOCUMENT D401.
PROJECT:
Mayfield Elementary Additions
31820 Hwy 190 W
Slidell, Louisiana 70445
OWNER:
St Tammany Parish School Board
321 N Theard St
Covington, Louisiana 70434
TO CONTRACTOR:
Frank A. Anzalone, General Contractors, Inc
Physical Address
City, State, Zip Code
ARCHITECTS SUPPLEMENTAL
INSTRUCTION No.: ASI-001-Mayfield Additions
DATE OF ISSUANCE: March 21, 2016
ARCHITECT’S PROJECT NO: 14059
CONTRACT FOR: General Construction
CONTRACT DATED: February 2016
The Work shall be carried out in accordance with the following supplemental instructions issued in accordance
with the Contract Documents without change in Contract Sum or Contract Time. Proceeding with the Work in
accordance with these instructions indicates your acknowledgment that there will be no change in the
Contract Sum or Contract Time.
Revisions requested by STP Department of Development’s Land Use Planner for permitting
Clearing Boundary clarification: For reference use, please find attached Sheet C1.01 which clarifies the limits of clearing along new driveway
work. This was requested by Parish Permit office prior to their landscape office inspection of site in order to flag
trees to remain.
Tree Buffer along entry drive: Refer to attached revised landscape plan for planting reduction in scope along the West side of the existing
entry drive. Landscape department noted that existing forested area may serve as property “buffer” along this
drive.
Please contact our office should any additional information be needed regarding this item.
Attachments:
Revised Sheet C1.01
Revised Sheet L1.00
ISSUED BY: Brent J. Guilbeau, AIA
Coleman Partners Architects, LLC
Cc: File, Dale Songy
WETLAND BOUNDARY
WETLAND BOUNDARY
WETLAND BOUNDARY
NEW PAVING AT WIDENED ENTRY
LANE - DEDICATED BUS LANE &
RELOCATE EXISTING DITCH
(SEE TYPICAL SECTIONS AND
DETAIL B)
INSTALL PERMANENT CONSTRUCTION ROAD
(GRANULAR BASE TO REMAIN POST CONSTRUCTION).
UPON COMPLETION OF CONSTRUCTION ROADWAY
SHALL BE PUT IN NEW CONDITION (REGRADED).
(SEE TYPICAL SECTIONS)
EXISTING ISLAND REDUCED
TO ACCOMODATE WIDER
TRAFFIC LANE
WIDENED SHOULDER FOR ADDITIONAL
EVENT PARKING (8'-0") (GRANULAR
BASE, NON-PAVED SURFACE)
& RELOCATE EXISTING DITCH
(SEE TYPICAL SECTIONS)
EXISTING WATER
TOWER AND PUMP
HOUSE
INSTALL TEMPORARY CONSTRUCTION ROAD
WITH ASPHALT APRONS.
TEMPORARY ROAD TO BE REMOVED UPON
COMPLETION OF CONSTRUCTION.
(SEE TYPICAL SECTIONS)
EXISTING FIRE HYDRANT
TO BE RELOCATED
RELOCATED
FIRE HYDRANT
PROPOSED DITCH
Existing Concrete to
be Removed
PROPOSED BUILDING
(NEW CLASSROOM WING D)
REMOVE
EXISTING 24" RCP
EXISTING FIRE HYDRANT
TO BE RELOCATED
REMOVE EXISTING
WATER MAIN
INSTALL PROPOSED
WATER MAIN LOCATION
RELOCATED FIRE
HYDRANT
REMOVE EXISTING
DRAIN INLETS
REMOVE EXISTING
DRAIN INLET
PROPOSED BUILDING
(NEW GYMNASIUM)
INSTALL NEW FENCE
AS PER ARCH. DRAWINGS
PROPOSED
BASKETBALL COURT
RELOCATED
PLAYGROUND
PROPOSED
SOCCER FIELD
EXISTING PLAYGROUND
TO BE RELOCATED
NE
W F
EN
CE
AS
P
ER
A
RC
H.
DR
AW
IN
GS
EX
IS
TIN
G F
EN
CE
CLEAR AND
SOD AREA
CLEAR AND
SOD AREA
CLEAR AND
SOD AREA
INSTALL TEMPORARY
60 L.F. - 18"X28" RCPA
TO BE REMOVED UPON
COMPLETION OF
CONSTRUCTION.
NEW PAVED DRIVE
WITH ACCESS GATE
(SEE DETAIL B)
PROPOSED
DITCH
PROPOSED
DITCH
INSTALL TEMPORARY 40 L.F. - 18"
HDPE TO BE REMOVED UPON
COMPLETION OF CONSTRUCTION
WITH DITCH GRADED TO DRAIN.
NEW PARKING AREA
AND VEHICULAR DROP
OFF LANE
UNDERBRUSH CLEARING
ONLY TREES TO REMAIN
IN THIS AREA
PROPOSED TERRACE
BERM FOR SEATING AS
PER ARCH. DRAWINGS
REMOVE
EXISTING 24" RCP
LIMITS OF CLEARING
LIMITS OF CLEARING
LIMITS OF CLEARING
LIM
IT
S O
F C
LE
AR
IN
G
LIMITS OF CLEARING
LIMITS OF CLEARING
L
I
M
I
T
S
O
F
C
L
E
A
R
I
N
G
C O L E M A N P A R T N E R S
THE DRAWINGS, SPECIFICATIONS AND OTHERDOCUMENTS PREPARED BY THE ARCHITECT FOR THISPROJECT ARE INSTRUMENTS OF THE ARCHITECT'SSERVICE FOR USE SOLELY WITH RESPECT TO THISPROJECT AND, UNLESS OTHERWISE PROVIDED, THEARCHITECT SHALL BE DEEMED THE AUTHOR OF THESEDOCUMENTS AND SHALL RETAIN ALL COMMON LAW,STATUTORY AND OTHER RESERVED RIGHTS, INCLUDINGREPRODUCIBLE COPIES, OF THE ARCHITECT'SDRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTSFOR INFORMATION AND REFERENCE IN CONNECTIONWITH THE OWNER'S USE AND OCCUPANCY OF THEPROJECT. THE ARCHITECT'S DRAWINGS,SPECIFICATIONS OR OTHER DOCUMENTS SHALL NOT BEUSED BY THE OWNER OR OTHERS ON OTHERPROJECTS, FOR ADDITIONS TO THIS PROJECT OR FORCOMPLETION OF THIS PROJECT BY OTHERS, UNLESSTHE ARCHITECT IS ADJUDGED TO BE IN DEFAULT UNDERTHIS AGREEMENT, EXCEPT BY AGREEMENT IN WRITINGAND WITH APPROPRIATE COMPENSATION TO THEARCHITECT.
Project Number:
Date:
Project Architect:
of
COLEMAN PARTNERSARCHITECTS LLC
www.cparch.com
WARDLAW & LASSEIGNE, LLC
J.V. BURKES & ASSOCIATES, Inc.
THOMPSON-LUKE & ASSOC.
CRAIG HEBERT ENGINEERING, LLC
554 COLONIAL DRIVE
BATON ROUGE, LA 70806
tel: 225.926.1432
1805 SHORTCUT HWY.
SLIDELL, LA 70458
tel: 985.649.0075
3071 TEDDY DR
BATON ROUGE, LA 70809
tel: 225.293.9474
500 DOVER BLVD, STE 300
LAFAYETTE, LA 70503
tel: 337.261.9633
REICH ASSOCIATES301 EAST BLVD.
BATON ROUGE, LA 70802
tel: 225.336.5890
STRUCTURAL ENGINEER
CIVIL ENGINEER
MECHANICAL / PLUMBING
ELECTRICAL ENGINEER
LANDSCAPE ARCHITECT
3377 NORTH BOULEVARD
BATON ROUGE, LA 70806
tel 225.387.4414 fax 225.214.5365
3701 KIRBY DR. SUITE 988
HOUSTON, TX 77098
tel 832.947.1038 fax 225.214.5365
935 GRAVIER ST. SUITE 830
NEW ORLEANS, LA 70112
tel 504.322.3191 fax 225.214.5365
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31820 H
WY
190 W
SLID
ELL, LO
UIS
IA
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14059
08/14/2015
BJG
OVERALL SITE
C1.01
Revisions / S
ubm
ission
NOTES:
1. REFER TO GEOTECHNICAL REPORT FOR ANY INFORMATION PERTAINING TO EXCAVATION, EMBANKMENT, ANDTYPICAL SECTION OF PAVEMENT.
2. REFER TO EXISTING WATER LINE FOR TYPE AND SIZE FOR PROPOSED REROUTING FOR NEW WATER LINES.
3. MATCH ELEVATIONS AND TIE IN TO EXISTING PAVEMENT WIDENING, MEDIANS, AND PROPOSED PARKING LOT.
4. SURVEYING DATA PROVIDED BY OTHERS. CONTACT ARCHITECT FOR ANY UPDATES TO SURVEYING DATA.PRIOR TO CONSTRUCTION CALL LOUISIANA ONE CALL.
5. CONTRACTOR TO FULLY INSPECT EXISTING CONDITIONS AND COMPARE TO PROPOSED DRAWINGS PRIOR TOCONSTRUCTION. SHOULD CONFLICTS ARISE CONTACT ARCHITECT IMMEDIATELY.
6. CONSTRUCTION OF NEW FENCE SHALL NOT GO OVER WETLAND BOUNDARY LINE.
7. WHEN EXCAVATING UNSUITABLE MATERIAL FROM THE DRIVEWAY, ROADWAY, AND PARKING LOT AREAS,EXCAVATION DEPTHS OF 3' ARE EXPECTED. WITHIN THESE AREAS, CLAYEY-SAND (A2-4) SHALL BE PLACED ANDCOMPACTED TO 95% COMPACTION IN ACCORDANCE TO THE STANDARD PROCTOR TEST.
Revisions
110/15/15
Revisions
211/17/15
LEGEND
EXISTING CONTOUR
PROPOSED CONTOUR
12
12
Addendum
301/20/16
ST
P C
learing P
erm
it
403/16/16
ASI001 03/21/16
ASI001
03/21/16
4
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MAIN SCHOOL BUILDING ON CONCRETE SLAB FINISHED FLOOR ELEVATION=18.33'
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STORAGE BUILDING 2 BRICK BUILDING ON CONCRETE SLAB FINISHED FLOOR ELEVATION: 17.71'
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CONCRETE PARKING LOT
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CONCRETE DRIVE
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CANOPY
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CONCRETE SLAB WITH BASKETBALL COURT
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24" RCP
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15" RCP
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15" RCP
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24" RCP
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8" PVC
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13"x19" RCP
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30" RCP
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LA. HWY. 190
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(80' RIGHT-OF-WAY)
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CANOPY OVER CONCRETE SLAB
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STORAGE BUILDING 1 BRICK BUILDING ON CONCRETE SLAB FINISHED FLOOR ELEVATION: 18.13'
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6' CHAIN LINK FENCE
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GENERATOR
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63.00'
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TEMPORARY BUILDING 2 ON PIERS FINISH FLOOR ELEVATION: 20.12'
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TEMPORARY BUILDING 3 ON PIERS FINISH FLOOR ELEVATION: 20.21'
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TEMPORARY BUILDING 5 ON PIERS FINISH FLOOR ELEVATION: 20.09'
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TEMPORARY BUILDING 1 ON PIERS FINISH FLOOR ELEVATION: 20.13'
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TBM ELEVATION: 17.36' (N.E. BOLT ON CATCH BASIN)
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MAIN SCHOOL BUILDING ON CONCRETE SLAB FINISHED FLOOR ELEVATION=18.33'