HomeMy WebLinkAbout013-77 Technicon Instruments Corp. - M-1 Opequon - Approved B-S - BackfileJune 10, 1977
:fir. Joseph Morelli
Engineers, Inc.
P. 0. Box 39
Newark, New Jersey 07101
Dear fir. Morelli:
The Site Plan for Technicon Instruments Corporation was approved
hi amended by the Boerd of Supervisors on June 8, 1977.
Sincerely,
COUNTY OF FRE'DERICK, VIRGINIA
11. Ronald Berg
Planning Director
HRB:btr
CC: County Administrator
1.
2.
3.
4.
S.U.M.M.A.R.Y
wit -or- Site Plan
MAGISTERIAL DISTRICT
Submittal Date
Applicant & Tel
Mailing Address
Number -
5. Contact & Tel
Mailing Address
6. Type and/or Use(�„ln�
1
7. Additions and/or New Construction
8.
9.
10.
11.
12.
13.
14.
a.
b.
c.
d.
15.
ZONING Classification of Area
ZAN/ZMAP Reference �6
Misc. Reference #s (CUP/SP)
LOCATION
Adjoining Property Uses
Total Acreage
REVIEW CO:[MENTS & APPROVALS:
Health
Highway
Utilities
Misc.
MISCELLANEOUS
I
77
N0RvvAY MAPLE
-x -
-1X ��•'
x
Rb FSR, 31 R C N VIGe
x -
A.8 2 Wu ►TS PINE PLLNTED 20 F orJ GENTER ,
I _ _ X_ � ��� \�1 - \� i_ �, / ` � i\ `1 � . \ � /_ �� 1, • l l � I �_ � I /
.t o R I VEiZ
=>3►RCH
� J
• y i,_
Zoo SA9Gi NT JUNIPER
i� • % �' F
4-
SNc7WGLOvD
ddNO �A-a:ldzo 01
g-
M�� �Nlav�bdS 6z ;
II rjNt-Ls 1X�
Cc,
Z-LL--�In
2 O UT� I I
<l5► 1NC,�
GRAep
Jj
— 1 0 N O RZ Woa Y MA F L. E.
5 QypcRPA JUNIp��
PEAR c�
0
D a S.
[__Norway Maple
Acer platanoides
B&B 2-2�-" Caliper
10 I Betula nigra
River Birch
B&B 8-10' (one-two stems per clump)
I
260 Juniperus chinensis sargenti
Sargent Juniper
1 gallon containers
These will be planted under the River Birch in beds.
Pinus strobus
White Pine
B&B 4-5' Planted 20' on center across south and west
i
side of parking lot.
2 Betula papyrifera
Canoe or Paper Birch (3 stem clump)
Container 10-12' 1-1z" Caliper
5 Pyrus calleryana Bradford
Callery Pear
Container 5-6'
' huja occinentali-�
Dark Amer i-n!l
B&I3 30-3F"
29 Taxus cuspidata.
Japanese Spreading Yew
B&B 18-24" Planted approximately l' on center
5
Juniperus horizontalis depressa plumosa
Andorra Juniper
Container 15-18"
10 II Julniperus chinensis p=itzeriana Ozark
Co.pnact Pfitzer Juniper
::on';_ainer 15-18"
I
0
REVISIONS
613 --7-7- `fi
,,, IlrcbCI:ICk (! IIltlttU SP # 013-77
jD- cp rtment of 1hallitlll[s Zi1i1) DcbeloviliC1It
H. RONALD BERG 9 COURT SQUARE
PLANNING DIRECTOR REVIEW and COK,1ENT EVALUATION WINCHESTER, VIRGINIA 22601
J. WILLIAM RILEY. III (To Items 1, 2, 3)
ZONING CODE ADMINISTRATOR
1 / Frederick -Winchester Health Department ATTN Mr. Musick _
2 / / VA. Department of Highways and Transportation, ATTN Mr. King _
3 / Frederick County SanitationAuthority , ATTN Mr. Jones
4 / / REZONING /X/ SITE PLAN / / CONDITIONAL USE PERMIT / / SUBDIVISION
5 / / ENCLOSURES 03/15/77 preliminary site plan (Proj # 77M0003) Dwg # 1301C
TO: Messrs. Musick & Jones -
6 PROPERTY OWNERs
7 Representative(s)
8 .!'?..advised by copy of this form of responsibility to contact above -checked office(s)
concerning this application as soon as possible.
9 .!'?..advised by copy of this form that above -described office(s) have been requested
to submit a review comment.
10 PROPERTY LOCATION adjacent to Western Union, fronting Route 11 South
11 PROPOSED USE industrial
12 TOTAL ACREAGE 18 acres -
---------------------------------------
13 Your REVIEW COMMENTS would be appreciated no later than asap , 19
14 BY H. Ronald Berg DATE April 26, 1977
------------------------------------------------------------------------------------
15 For your REVIEW COMMENTS
7�1�%/v t � 7 r l%/,4 IT
16 For your SIGNATURE
A lcR 1077 9.7ii�tia,r:J
.tom
RECEIVED 'PUN 0 3 IDJ77
�ze�ezic� Crourttu sP # C1.'. 77
rpartmen# of PIMurtiztg ttltl pe%elopulent
H. RONALD BERG 9 COURT SQUARE
PLANNING DIRECTOR REVIEW and COK1ENT EVALUATION WINCHESTER. VIRGINIA 22601
J. WILLIAM RILEY, 111 (To Items 1, 2, 3)
ZONING CODE ADMINISTRATOR
1 / / Prsderick-Wincheater Roalth Department ATTN Mr Muaick
2 / / VA. Department of Highways and Transportation, ATTN air. Xing
3 / j Frederick County SanitationAuthority
4 / / REZONING / W SITE PLAN
, ATTN Mr. Jones
CONDITIONAL USE PERMIT / / SUBDIVISION
5 / / ENCLOSURES 0:1/15/77 pralininary site plan (Pros 0 77H0003) DvL 11301C
TO: Meosrs. Musick b Jonas
6 PROPERTY OWNERs
7 Representative(s)
8 .advised by copy of this form of responsibility to contact above -checked office(s)
concerning this application as soon as possible.
9 .?.advised by copy of this form that above -described office(s) have been requested
to submit a review comment.
10 PROPERTY LOCATION adjacent to Western Union, fronting bouts 11 South
11 PROPOSED USE industrial
12 TOTAL ACREAGE 1$ acres
-------------------------------------
13 Your REVIEW COMMENTs would be appreciated no later than asap , 19
14 BY H. Ronald der3 DATE April 26, 1177
15 For your REVIEW COMMENTS:
16 For your SIGNATURE
DATE
Arttrick C! amitu
�F rpartlnkllt of Thalillills ant peb' jIIpl ent
SP # 013-77
H. RONALD BERG 9- COURT SQUARE
PLANNING DIRECTOR REVIEW and COKMENT EVALUATION WINCHESTER. VIRGINIA 22601
J. WILLIAM RILEY. Ill (To Items 1, 2, 3)
ZONING CODE ADMINISTRATOR
1 / Frederick County Sanitation Authority ATTN Mr. Jones
2 / / VA. Department of Highways and Transportation, ATTN no
3 / Frederick County Building Inspections Dept. ATTN Mr. Rodgers
4 / / REZONING )9X1 SITE PLAN / / CONDITIONAL USE PERMIT / / SUBDIVISION
5 / / ENCLOSURES Technicon Instruments Corporation
Site Details/Site Plan Dwg. No. 13-01, Proj. No. 77Z0003, issued 03/15/77, stamped 04.28
6 PROPERTY OWNERS
... r _ - - -
no
8 .....advised by copy of this form of responsibility to contact above -checked office s
no concerning this application as soon as possible.
9 .....advised by copy of this form that above -described office(s) have been requested
to submit a review comment.
adjacent to Western Union, fronting Route 11 South
10 PROPERTY LOCATION
11 PROPOSED USE
industrial
18 acres
12 TOTAL ACREAGE
-----------------
13 Your REVIEW COMMENTs would be appreciated no later than
H_ Rnnald Rpry
1 14 RY
15 For your REVIEW COMMENTS:
-------------
asap
DATE
19
:fay 5, 1977
---------------------------
Sri
f, �.. r
i J�64/i /
16 For your SIGNATURE z! Xf r`. DATE
5vij�'?,cT ev ov2 lc�u��a �co �'�av,4c, v� r�i`T hIOOVIC-y��,rrr ,r s.�
l�Ce�P�~i,�TlaL✓
M
31Xeberick Tloixutu
jDcpartment of PIalmillB and pEbl lopulcut
H. RONALD BERG
PLANNING DIRECTOR REVIEW and COKIENT EVALUATION
J. WILLIAM RILEY. 111 (To Items 1, 2, 3)
ZONING CODE ADMINISTRATOR
1 / / Frederick County Sanitation Authority ATTN
SP # 013-77
9 COURT SQUARE
WINCHESTER, VIRGINIA 22601
Mr. Jones v
2 / / VA. Department of Highways and Transportation, ATTN no
3 / Frederick County Building Inspections Dept. ATTN Mr. Rodgers
4 / / REZONING );6W SITE PLAN / / CONDITIONAL USE PERMIT / / SUBDIVISION
5 / / ENCLOSURES Technicon Instruments Corporation
Site Details/Site Plan Dwg. No. 13-01, Proj. No. 77Z0003, issued 03/15/77, stamped 04.2
6 PROPERTY OWNERS
7 Representative(s)
no
8 .....advised by copy of this form of responsibility to contact above -checked office(s)
no concerning this application as soon as possible.
9 .....advised by copy of this form that above -described office(s) have been requested
to submit a review comment.
adjacent to Western Union, fronting Route 11 South
10 PROPERTY LOCATION
industrial
11 PROPOSED USE
18 acres
12 TOTAL ACREAGE
-----------------
13 Your REVIEW COMMENTs would be appreciated no later than
H. Ronald Berg
14 BY
15 For your REVIEW COMMENTS:
P
DATE
------------------
asap
May 5, 1977
19
16 For your SIGNATURE � �
DATE
(rSP # 013-77
,�'jx�deric� uuzrt�l
eyaz#meu# of Plalluittg aul Pcbelopille t
9 COURT SQUARE
H. RONALD BERG
PLANNING DIRECTOR REVIEW and COMMENT EVALUATION WINCH'ESTER. VIRGINIA 22601
J. WILLIAM RILEY. III (To Items 1, 2, 3)
ZONING CODE ADMINISTRATOR
1 / Frederick -Winchester Health Department ATTN Mr. Musick
2 / / VA. Department of Highways and Transportation, ATTN Mr. King l/
3 / Frederick County SanitationAuthority
4 / / REZONING SITE PLAN
, ATTN Mr. Jones
CONDITIONAL USE PERMIT / / SUBDIVISION
5 / / ENCLOSURES 03/15/77 preliminary site plan (Prof # 77M0003) Dwg # 1301C
TO: Messrs. Musick & Jones
6 PROPERTY OWNERS
7 Representative(s)
8 no .advised by copy of this form of responsibility to contact above -checked office(s)
concerning this application as soon as possible.
9 .?..advised by copy of this form that above -described office(s) have been requested
to submit a review comment.
10 PROPERTY LOCATION
11 PROPOSED USE
adjacent to Western Union, fronting Route 11 South
industrial
i 1) mn'PAT Ar•pPAr'_F 18 acres
--------- -----------------------------------------------------------
13 Your REVIEW COMMENTS would be appreciated no later than asap , 19
14 BY H. Ronald Berg DATE April 261977
------------------------------------ ---------- -----------
15 For your REVIEW COMMENTS:
Proposed entrance as shown t,Till be satisfactory with addition of 150' run off wedge
�\P�•l \�1�Y•�� L i���l nn��•�'a-
Entrance pavement to slope away from mainline
This information was given to Mr. Morelli
vement at the rate of M' per foot.
telephone this A. M.
16 For your SIGNATUR
DATE April 28, 1977
ei constructors inc.
general & mechanical construction
TRANSMITTAL
F-W- eC-vq
OF
L
WE ARE �;<ENCLOSING HEREWITH RETURNING HEREWITH
FORWARDING UNDER SEPARATE COVER
FORM 417
REV. 4/77
EXECUTIVE OFFICES:
50 PARK PLACE, BOX 39
NEWARK, NEW JERSEY 07101
(201) 624-1234
(212) 964-7087
DATE '4t(Cl! /�f/ /F
PROJECT NO..777— 6 D,/.03J/ ,
CLIENT / Vl�ff /1. u'V p4cil l v
YOUR REF.
HANDING YOU
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C OMMEN J G , `i� / lf.��Lt `� V • ( �I �J • J T#67
¢i constructors, inc.
ei constructors, inc.
general & mechanical construction
15 August 1978
Project No. 77ZZ003
Technicon Instruments Corp.
Frederick County
Department of Planning & Development
P. 0. Box 601
9 Court Square
Winchester, Virginia 22601
Attention: Mr. H. Ronald Berg,
Planning Director
Re: Technicon Facility,
Middletown, Virginia
Dear Mr. Berg:
As per your letter of August 7, 1978, we have ammended our
drawing L-01 to include your comments regarding an additional
row of pines along the south boundary set in a staggered
position,
Kindly initial one copy of drawing L-01 and return to our
office.
Thank you for your cooperation.
bj:rs
Encls.
Very truly yours,
EI CONSTRUCTORS, INC.
L��
Bill Jac' bs
Project Manager
httCEIVtU r,�� i $ 1yl�
50 park pl./newark, n.j. 07101/(201) 624-1234
�lI
Form C-105
June 1965
ET CONSTRUCTORS, INC.
50 PARK PLACE BOX 39
NEWARK, NEW JERSEY 07101
201-624-1234
Virginia Contractor License No. 16601
Agreement No. — 77ZZ003-C-191 --- ---- --
AGREENIENT
Project No. 77ZZ003
Project Technicon Corporation
Winchester, Virginia
THIS AGREEMENT, made in the City of Newark, New Jersey, the 15th _ day of
June
in the year One Thousand Nine Hundred and _ _ Severity Eight by and between
H.C. Christianson, Rt 6 Box 337, Winchester, Va. Virginia Corporation
Att : H.0 . Christianson 703-662-6744 �T CONSTRUCTORS IIvC . a/
party of the first part (hereinafter designated the Sub -Contractor) and i.-
50 Park P1aee,Newark, N. J. party of the second part (hereinafter designated the Contractor).
WITNESSETH that the Sub -Contractor, in consideration of the agreements herein made by the Contractor
agrees with the Contractor as follows:
ARTICLE I. The Sub -Contractor
See attached Rider to Agreement consisting of two (2) pages
incorporated herein by reference.
See attached Rider to Subcontract consisting of four (4) pages
incorporated herein by reference, together with Insurance Bulletin
also incorporated herein by reference.
The Sub -Contractor is required to have all shipments properly identified .with this Agreement number and evil!
instruct its suppliers and Sub -Contractors (if any) to do likewise.
The Sub -Contractor will furnish all temporary of ices, sheds, tool houses, equipment, power, water, temporary
lights, hoisting, sco oldina, ladders, rigging, staging, runways and any other equipment or plant necessary for the
accomplishment of the work, transportation of some, labor, and supervision, unless otherwise stipulated.
The Sub -Contractor also agrees to furnish the Contractor with one copy of every accident report AT THE TIME
THE ORIGINAL IS SUBMITTED TO ITS INSURANCE CARRIER.
ARTICLE II. It is understood cnd agreed by cnd between the parties hereto that the work included in this
Agreement is to be done under the direction of the Architect, Enaineer, or Contractor. Such additional drawings and
explanations as may be necessary to detail cnd illustrate the work to be done are to be furnished by said Architect,
Engineer, or Contractor, and the Sub-Contrecter agrees to conform to cnd abide by the some so for as they may be
consistent with the purpose and intent of the original drawings cnd spec;ficctions referred to in Article I.
ARTICLE 111. No alterations sr ' be made in the work except upon 'en change order of the Contractor.
-The amount to be paid by the Contra(.--- or allowed by the Sub -Contractor by J , .ue of such alterations shall be stated
in said order. Should the Contractor and Sub -Contractor not agree as to amount to be paid or allowed, the work shall
go on under the order required above, and in case of failure to agree, the determination of said amount shall be
referred to arbitration, as provided for in Article XVI of this Agreement.
ARTICLE IV. The Sub -Contractor shall provide sufficient, safe and proper facilities at all times for the inspection
of the work by the Architect, Engineer, or Contractor, or their authorized representatives, and shall, within twenty-four
hours after receiving written notice from the Contractor to that effect, remove from the grounds or buildings all
materials condemned by the Contractor, whether worked or un worked, and take down all portions of the work which
the Contractor shall by like notice condemn as unsound or improper, or as in any way foiling to conform to the draw-
ings and specifications, and the Sub -Contractor shall thereupon furnish the materials and de the work thus removed
in accordance with the requirements of the plans and specifications. The Sub -Contractor shell cover, protect and exer-
cise due diligence to secure its work from injury, furnishing any necessary materials for the purpose, and all damage
happening to the some at any time prior to the final completion and acceptance thereof shall be made good by the
Sub -Contractor. The Sub -Contractor shall from time .to time, cs directed by the Contractor, remove from the building
site all such appliances as may not be further required, remove all debris, etc., and leave the building site free and
clear from all obstructions and hindrances, and if it fails to do so, the Contractor then may do it and charge the cost
thereof to the Sub -Contractor. The Sub -Contractor shall be responsible to the Contractor and any other Sub -Contractor
employed on the building site for all damage to material, persons or property, or for loss due to its negligence or
failure in improperly fitting its materials or performing its work, or its failure to finish such work at the proper time,
thereby preventing other portions of the work being finished at the proper time, or for loss or damage from any
other cause arising from its operations. The Sub -Contractor shall notify the Contractor immediately of any claim made
against it on account of the causes herein referred to.
No one in the Contractor's employ has any right to grant the Sub -Contractor or its employees the right to ride
on any material hoist and the Sub -Contractor hereby acknowledges that the Contractor has issued orders prohibiting
the use of any material hoist as a passenger elevator and agrees that it will not permit or allow its employees to
ride on any material hoist used in connection with this work. Whenever the Sub -Contractor shall use any scafsolds,
derricks, or equipment of any kind belonging to the Contractor, or any material hoist in connection with the said
building, it shall satisfy itself as to the safety of the said scaffold, derrick or other equipment or material hoist.
ARTICLE V. Should the Sub -Contractor et any time refuse or neglect to supply a su=iciency of grope; ly skilled
workmen, or of materials of the proper quality, or fail in any respect to prosecute the work with promptness and
diligence, or fail in the performance of any of the stipulations herein contained, the Contractor shall be at liberty
after three days' written notice to the Sub-Contrcctor to provide any such labor or materials and to deduct the cost
thereof from any mcney then due or thereafter to become due to the Sub -Contractor under this Agreement, and if
the Architect or Engineer shall certify that such refusal, r.eglect or failure is sufficient around for such action, the
Contractor shall also be at liberty to terminate the employment of the Sub -Contractor for the said work and to enter
upon the premises and take possession. for the purpose of completing the work included under this Agreement, of all
materials, tools and work included under this Agreement, of all materials, tools and appliances thereon, and to
-employ any other person or persons to finish the work, and to provide the materials therefor; and in case of such
discontinuance of the employment of the Sub -Contractor, it shall not be entitled to receive any further payment under
this Agreement until the said work shall be wholly finished, at which time, if the unpaid balance of the amount to
be paid under this Agreement shall exceed the expense incurred by the Contractor in finishing the work, such excess
shall be paid by the Contractor to the Sub-Contrcctor; but if such expense shall exceed such unpaid bolence the Sub -
Contractor shall pay thereupon the difference to the Contractor. Nothing herein contained shall be construed es creating
the relationship of employer and employee between the parties, but the Sub-Contrcctor shall be deemed to be at ell
times an independent contractor.
ARTICLE VI. It is hereby agreed that time is of the essence of this Agreement, and that the Sub -Contractor
shall and will proceed with the said work, and every part and detail thereof in a prompt cnd diligent manner. The
Sub -Contractor will be prepared to proceed with the said work at the building site when and as instructed by the
Contractor or on authorized representative of the General Contractor:
The Sub -Contractor shall, if required by the Contractor, have a competent representative familiar with the
work attend job meetings.
The Contractor shall 'nave the right to designate the carrier or railroad over which any or all materials entering
into this contract shell be routed from the source of fabrication to the construction site, provided this shall not entoil
additional cost to the Sub -Contractor. The Contractor shall have full and free access to the shops, factories or ether
places of business of the Sub -Contractor or the Sub-Sub-Controctors in order that it may inform itself as to the general
condition and progress of the work herein contemplated.
ARTICLE VII. The Sub -Contractor shall not let, essicn or transfer this Agreement, or any interest therein, with-
out the prior written consent of the Contractor.
ARTICLE Vill. The Sub -Contractor shell make no claim for additional .work unless the some shall be done in
pursuance of written order from the Contrcctor and notice of ell such claims shall be made to the Contractor in
writing. The Sub -Contractor shell keep accurate cost records of labor cnd materiel claimed as additional work end
shall make same available to the Contractor when so requested.
r
ARTICLE IX. It is hereby mutually agreed between the parties hereto that the sum to be paid by the Con-
tractor to the Sub -Contractor for said work and materials (subject to additions and deductions Ins hereinbefore prop;cled)
'shall be Twenty Thousand Seven Hundred Seventy Three Dollars and
Twenty Five Cents ($20,773.25) shich includes all applicable taxes.
In the event the Sub -Contractor is authorized to perform any of the work covered herein or additional work
on which a price cannot be predetermined, on other than regular working days or other than during regular wcrking
hours, it is understood that the premium time charges for such overtime will be subject to taxes, pension fund and
welfare fund only; nothing will be added to these charges for insurance, overhead or profit.
Payment to the extent of __90 ___ per cent of the value of work done will be made on the 20th of the
following month, provided invoice for some is delivered to the Contractor not later than the last day of the month
in which the work is done. Failure to present invoice at time specified will delay payment until the succeeding month.
The Sub -Contractor will show on each invoice the amount of retainage prescribed by this Agreement and REN-
DER SEPARATE INVOICE FOR THE TOTAL RETAINED with final invoice.
The final payment shall be mode within _._60 days after the completion of the work included in this
Agreement and its acceptance by the Architect, Engineer, or Contractor. Before any payment is mode the Sub -Con-
tractor shall give the Contractor good and sufficient evidence that the work is free from all liens or claims and that
the work has been done strictly in accordance with the requirements of local lows and ordinances. If at any time
there shall be evidence of any such lien or claim for which the Contractor might become liable, the Contractor shall
have the riaht to retain out of any payment then due or thereafter to become due the Sub -Contractor on amount
sufficient to completely indemnify it against such lien or claim. Should there prove to be any such lien or claim after
all payments ere made, the Sub -Contractor shall refund promptly on demand to the Contractor all monies that the
latter may be compelled to pay in discharging any such lien or claim.
ARTICLE X. It is further mutually agreed between the parties hereto 'hot no payment made under this
Aareement shall be conclusive evidence of the performance of this Agreement, either whoily or in part, and that no
pc:yment shall be construed to be on acceptance of defective work or improper materials.
ARTICLE XI. The Sub -Contractor hereby assumes the entire responsibility and liability for and hereby agrees
to indemnify and save harmless the Owner cnd'or Contractor from and against any and all loss, damage, cost,
counsel fees, expense, payment or liability imposed by law by reason of loss, damage or injury to, or death of, any
and all persons, including loss, damage. or injury to, or death of, employees of the Sub -Contractor, and any and all
damage to property, directly or indirectly, caused by, arising out of, in connection with, or incident to this Agree-
ment and work to be performed by the Sub -Contractor, its servants, agents, employees or sub-controctors, including
loss, damage, inju,-y or death caused by or occasioned, directly or indirectly, by reason of, or arising from the nea-
liaence of the Owner, the Contractor, or their respective servants, agents or employees, or for which the Owner,
Contractor or their respective servants, agents or employees may be liable of law, and the Sub -Contractor, if re-
quested, shall assume and defend on their behalf, at the Sub -Contractor's own expense, any suit, action or other legal
proceedings arising therefrom, which may be brought against the Owner and. or Contractor, or either of thern, and
pay the amount of any judgment that may be entered against them or either of them therein, but nothing herein
contained shall be construed to impose upon the Owner and 'or Contractor any obligation to request and or permit
the Sub -Contractor to defend, on their behalf, any such suit, action or other legal proceeding.
ARTIE`i=X+ft T-he and n�eintoTrr-rscrronce of -a arm -,and-,`- _tr- -m n---5`c"s.
facto_�'onn'ractor as follows: /..-
A. Workmen's Corrrine�nsation including Occupational Disease and Employers' Liability Insurance��ve�ing all Sub -Con-
tractor employees en,
d in the performance of this Agreement. Employers' Liobilit stance shall have a limit
of 5100,000.00 and profi e verace in all States. ��
B. Comprehensive General Liability Ins ur including Contractor's Prp;c-cfve Liability and Contractual Liability In-
surance with minimum limits of 5200 300,0 for Bodily I and S50 '100,000.00 for Property Damage. The
Contractual Liability Insurance shall insure the ho�Lnsf\d indemnification agreement contained in the fore-
going ARTICLE XI of this Agreement.
C. Comprehensive Automobile Liability I Wince covering Sub-Contracto_`r--Tar_ lJoims arising from owned, hired and
non -owned vehicles with limit '_200,'300,000.00 for Bodily Injury and �49 00.00 for Property Damage.
D. Other Insurance as be requested by the Contractor.
Certificates ^t e above insurance must be filed with the Contractor within five (5) days BEFORE H. TIME THE
WOR DER THIS AGREEMENT IS COMMENCED and provide for fifteen (15) days prior written notice of cant ' lion
t 'ilE �.. ,. ,.94•B•
1
ARTICLE XIII. The Sub -Contractor warrants it is or will elect to become on employer within the meaning of
the Unemployment Compensation Laws of the State in which the work is being done, and shall furnish its Unem-
ployment Registration Certificate number to the Contractor BEFORE STARTING FIELD OPERATIONS; provided, however,
that any Sub -Contractor who is not registered and "or not subject to the Unemployment Compensation Act of the S!cte
involved and or does not e!ect to become such en employer, will render certified copies of ell payrolls in pericr,
once of this Agreement. The Sub-Controctor shall make all payments for taxes and contributions for Unemployment
Insure nce, Social Security and other benefits prescribed by Laws now in effect or hereafter imposed by the United
States and said State, upon the payroll of employees of the Sub -Contractor developed in the performance of this
Agreement and agrees to indemnify and save harmless the Contractor and the Owner from all expense incurred by
reason of the Sub -Contractor's failure to discharge the liability for the payments herein mentioned; provided, further,
that any Sub -Contractor who has not elected to become an employer or has not been duly registered as such under
the Unemployment Compensation Laws of said State, hereby agrees that the Contractor mcy deduct the amount of
such payments for Unemployment Contributions from payments then due or to become due to the Sub -Contractor and
pay such contributions directly to the State in which the work was performed.
ARTICLE XIV. The Sub-Contrcctor cgrees that all work performed and all materials furnished by it shall
strictly comply with the laws and ordinances in force in the locality in which the work is located, end that it will
comply promptly with ell rules, regulations and orders of the Bureaus or Departments of the Federal, State, and local
Governments pertaining thereto, end will furnish all labor and material thus required in the completion of the work
herein contracted for free of expense to the Contractor whether the some are or ere not specifically provided for in
the plans or specifications- No labor shall be employed by the Sub -Contractor which, in the judament of the Contractor,
will not work in harmony with labor and mechanics employed by the Contrcctor or other Sub -Contractors.
The Sub -Contractor will not be permitted to display any signs, posters, etc. on or around the building or cn
or around the site.
The Sub-Contractcr, for the Contract Price herein provided for, hereby agrees to pay and shall hold the Con-
tractor harmless against the payment of all contributions, taxes or premiums which may be payable under Federal,
State, or local laws arising out of the performance of the Work and all sales, use, or other foxes of whatever nature
levied or assessed against the Owner, the Contractor, or the Sub -Contractor arising out of the furnishing or installing
by the Sub -Contractor of any kind of building materials, supplies, or equipment, including the payment of any interest
or penalties arising out of failure of the Sub -Contractor to make ,timely payment.
The Sub -Contractor cgrees to be responsible for and promptly pay for all losses from thefts cnd other dishonest
acts of its employees cnd its Sub -Contractors end their employees. Such losses shell be borne by the Sub-Contrcctor
and the satisfying of any claim for reirnbursement for such loss shall be the responsibility of the Sub-Contrcctor and
not the Contractor.
ARTICLE XV. The Sub -Contractor further agrees to guarantee the work executed under this Agreement for a term of one
year, unless noted otherwise in the specifications, from the completion thereof, and to make good promptly, without expense to the
Contractor, any and all defects which may appear during the time of said Guarantee
ARTICLE XVI. Any disagreement arising out of this contract or from the breach thereof shall be submitted to
arbitration, and judgment upcn the award rendered may be entered in the court of the forum, state or federal, hev-
inq jurisdiction. It ;s mutually agreed that the decision of the arbitrators shall be a condition precedent to any right
of legal action that either party may have against the other. The arbitration shall be held under the Rules of the
American Arbitration Association, New York City Office.
IN WITNESS WHEREOF the parties to these presents have hereunder set their hands and seals the day cnd I
year first above written.
In presence of
Witness EI CONSTRUCTORS, INC. Vice -President
Witness
H.C. CHRISTIANSON
ROUTE 6 BOX 337
WINCHESTER, VIRGINIA
Title I
P
Project No. 77Z7,003
Technicon Corporation
15 June 1978
Rider to Agreement 77ZZ003-C-191 by and between EI CONSTRUCTORS,
INC, and H. C. Christianson, Route 6 Box 337, Winchester, Va.
Att: H.C. Christianson 703-662-6744
ARTICLE I - The Subcontractor shall provide and furnish
all the material, labor, services, tools, supervision, equipment,
and do all things necessary so as to perform all the following
described work in a good workmanlike and skilled manner and in
the best practices of the respective trade.
LANDSCAPING AND SEEDING, and all work related thereto in accordance
with the following documents as prepared by Peter A. Cipriano, P.E.,
Newark, New Jersey
Plans
B-01 Rev. M dated 14 June 1978
Specifications
General and Special Conditions
Section 2D
The work is to include, but not necessarily be limited to the
following:
1. Provide labor, material, equipment, services and insurance to
furnish and install the following:
Based on existing subgrade conditions, supply labor and
equipment to redistribute the onsite stockpiled topsoil.
Include all necessary raking and handwork to final grade
topsoil, leaving grading free of "birdbaths" and low
spots, and allowing for proper drainage in the best
.practice of the trade.
2. Provide labor, materials and equipment to prepare all soil for
planting and seeding, complete as required. Seed and grow
entire site with an acceptable stand (height) of grass con-
sisting of 55% creeping red fescue, 5%ar..nual nye, 300,13 Kentucky blue
grass and 10% fancy red top.
3. Maintenance shall consist of watering, seeding, mowing,to
last for 90 days from the date of Owner's acceptance.
-1-
C C
Rider to Agreement 77ZZ003-C-191 Project No. 77ZZ003
H. C. Christianson Technicon Corporation
15 June 1978
4. Work schedule to start on 19 June 1978. Completion date is
14 July 1978. It is understood that the Subcontractor will
work if required on overtime, including Saturdays and Sundays
to meet the schedule completion date, at no additional cost
to EICI.
5. Subcontractor shall submit Contract Breakdown acceptable to
EICI for billing purposes.
6. Subcontractor is responsible for daily cleanup of all debris
resulting from his work. All debris must be deposited in an
on site container which will be provided by the Contractor.
Time being of the essence in this work, construction will proceed
as directed in accordance with EICI Production Schedule.
ALL FOR THE SUM OF....$20,773.25 which includes all applicable taxes.
-2-
Inoberitlt (-ionntu
Be-partntent of IJIaztcting aztb ci��Io}zzzcez�t
H. RONALD BERG
PLANNING DIRTCTOR
DOROTHEA L. STEFEN
ZONING ADMINISTRATOR
Mr. William Jacobs
Project Manager
ei constructors, inc
50 Park Place
Newark, N.J. 07101
Dear Mr. Jacobs:
Enclosed is a
The Plan is approved
the south boundary.
the maximum screen.
HRB:bsw
Enclosed
P. O. Box 601
9 COURT SQUARE
WINCHE"STER. VIRGINIA 22601
August 7, 1978
copy of the landscaping plan for Technicon Instruments.
with the addition of a second row of pines along
This row of pines must be offset or staggered to provide
Sincerely,
H. Ronald Berg 7"
Planning Director
7031862-4522
L
ei constructors, inc.
2 August 1978
Project No. 77ZZ003
Technicon Instruments Corp.
Mr. H. Ronald Berg
Planning Director
9 Court Street
Winchester, Virginia
Re: Technicon Instruments Corporation
Cedar Creek, Virginia
Dear Sir:
We are enclosing two (2) copies of drawing L-01 which
detail the proposed landscaping for the Technicon facility
at Cedar Creek, Virginia.
Kindly return one (1) copy indicating your approval or
c omme nt s .
For your general information, the landscaping contractor
will be H. C. Christensen. We intend to commence spread-
ing of the topsoil during the second week of August.
Planting and seeding should follow during the month of
September.
Should you require any additional information, please do
not hesitate to contact Bill Jacobs, the Project Manager.
wj:rs
Very truly yours,
E.I. CONSTRUCTORS, INC.
.lse'6�J
Willi Jacobs,
Projec Manager
50 park pl./newark, n.j. 07101/(201) 624-1234'
Project No. 77Z7003
Technicon Corporation
15 June 1978
Rider to Agreement 77ZZ003-C-191 by and between EI CONSTRUCTORS,
INC, and H. C. Christianson, Route 6 Box 337, Winchester, Va.
Att: H.C. Christianson 703-662-6744
ARTICLE I - The Subcontractor shall provide and furnish
all the material, labor, services, tools, supervision, equ�_pment,
and do all things necessary so as to perform all the following
described work in a good workmanlike and skilled manner and in
the best practices of the respective trade.
LANDSCAPING AND SEEDING, and all work related thereto in accordance
with the following documents as prepared by Peter A. Cipriano, P.E.,
Newark, New Jersey
Plans
B-01 Rev. M dated 14 June 1978
Specifications
General and Special Conditions
Section 2D
The work is to include, but not necessarily be limited to the
following:
1. Provide labor, material, equipment, services and insurance to
furnish and install the following:
Based on existing subgrade conditions, supply labor and
equipment to redistribute the onsite stockpiled topsoil.
Include all necessary raking and handwork to final grade
topsoil, leaving grading free of "birdbaths" and low
spots, and allowing for proper drainage in the best
.practice of the trade.
2. Provide labor, materials and equipment to prepare all soil for
planting and seeding, complete as required. Seed and grow
entire site with an acceptable stand (height) of grass con-
sisting of 55% creeping red fescue, 5%ar.^ual nye, 300S Kentucky blue
grass and 10% fancy red top.
3. Maintenance shall consist of watering, seeding, mowing,to
last for 90 days from the date of Owner's acceptance.
-1-
C, r
Rider to Agreement 7777003-C-191 Project No. 77ZZ003
H. C. Christianson Technicon Corporation
15 June 1978
4. Work schedule to start on 19 June 1978. Completion date is
14 July 1978. It is understood that the Subcontractor will
work if required on overtime, including Saturdays and Sundays
to meet the schedule completion date, at no additional cost
to EICI.
5. Subcontractor shall submit Contract Breakdown acceptable to
EICI for billing purposes.
6. Subcontractor is responsible for daily cleanup of all debris
resulting from his work. All debris must be deposited in an
on site container which will be provided by the Contractor.
Time being of the essence in this work, construction will proceed
as directed in accordance with EICI Production Schedule.
ALL FOR THE SLiVI OF....$20,773.25 which includes all applicable taxes.
-2-
LAROENT. ANDERSON.
LARRICK. GROVES
& CRUMP
ATTORNEYS AT LAW
WINCHESTER. VIROINIA
MEMORANDUM FOR MECHANIC'S LIEN
CLAIMED BY SUB -CONTRACTOR
(PURSUANT TO SECTION 43-10 OF THE
CODE OF VIRGINIA (1950) AS AMENDED
Name of owner:
Address of Owner:
Name of General Contractor:
Address of General Contractor:
Name of Sub -Contractor:
Address of Sub -Contractor:
Name of Claimant:
Technicon Corporation
511 Benedict Avenue
Tarrytown, New York 10591
E. I. Constructors, Inc.
50 Park Place
Newark, New Jersey 07101
H & R Fabricators, Inc.
P. O. Box 2037
Winchester, Virginia, 2260
Charles Zuckerman & Son, I
Address of claimant: Route 11, North
P. O. Box 2037
Winchester, Virginia, 2260
1. Type of materials or services furnished: Steel structural
products, by-products and other construction material.
2. Amount claimed: $72,945.80
3. Type of structure on which work done or materials furnished
Warehouse and office building.
4. Brief description and location of property: All that
certain tract or parcel of land lying and being situate
on the East side of U. S. Highway No. 11 in Opequon Distric
Frederick County, Virginia, about 3/4 mile south of
Middletown, containing 18.21 acres, more or less, and being
the same property conveyed to the "Owner" by deed of
Western Union Realty Corporation dated August 16, 1977, of
record in the Clerk's Office of the Circuit Court of
Frederick County, Virginia, in Deed Book 478, Page 265, to
which reference is made for a more particular description.
LARGENT. ANDERSON.
LARRICK. GROVES
& CRUMP
ATTORNEYS AT LAW
WINCRESTER. VIRGINrA
4A27
5. Date from which interest on above amount is claimed:
Date: June 27, 1978
CHARLES ZUCKERMAN & SON, INC.
By:
Char.re+ . Z }' erman
President
STATE OF VIRGINIA:
COUNTY OF FREDERICK:
I,
a Notary Public
for the County and State aforesaid, do certify that Charles M.
Zuckerman, President of Charles Zuckerman & Son, Inc., this
day made oath before me in my county aforesaid, that H & R
Fabricators, Inc. is justly indebted to claimant in the sum of
Seventy Two Thousand, Nine Hundred Forty -Five Dollars and Eight
Cents ($72,945.80) for the consideration stated in the foregoing
memorandum, and that the same is payable as therein stated.
Given under my hand this the
// — day of August, 1978.
My commission expires 9i 11ko
NOTVY PUBLIC
c1t/XRIUKW( Y W W-,�. �r7. ]f., xr)-ir tt, %J hYi -ar tf-�/ day of
etrdtp xux:xed � - admitted
tJ �.
M
�/✓` --mow' ,,.w ---�_ C+«M
-2-
'.SAI TS (iAWDFN C:FN i ER
422 NA-110NAL AVF
WINC,HESTER. VA 22601
Mr. L. J . Schiraldi
Director of Purchasing
Engineers Incorporated
P. 0. Box 39
Newark, New Jersey
Project #77zz003
1. 10 Norway Maple
Acer platanoides @ $150.00 $1,500.00
B&B 2-2j" Caliper
2. 10 Betula nigra
River Birch @ $ 76.00 760.00
B&B 8-10' (one-two stems per clump)
3. 260 Juniperus chinensis sargenti
Sargent Juniper
1 gallon containers @ $ 5.50 1,430.00
These will be planted under the River Birch in beds.
4. -4.4- Pinus strobus
�^ White Pine @ $ 30.00
B&B 4-5' Planted 20' on center across south and west
side of parking lot.
5. 2 Betula papyrifera
Canoe or Paper Birch (3 stem clump)® $ 95.00 190.00
Container 10-12' 1-1j" Caliper
6. 5 Pyrus calleryana Bradford
Callery Pear @ $ 35.00 175.00
Container 5-6'
7. 8 Thuja occidentalis nigra
Dark American Arborvitae ® $ 15.50 124.00
B&B 39-3611
8. 29 Taxus cuspidata
Japanese Spreading Yew @ $ 17.90 519.10
B&B 18-24" Planted approximately 1' on center
9. 5 Junip�rus horizontalis depressa plumosa
Andorra Juniper @ $ 13.50 67.50
Container 15-18"
10. 10 Juniperus chinensis pfitzeriana Ozark
Compact Pfitzer Juniper ® $ 14.00 140.00
Container 15-18"
w.
11.
12.
13.
SMAL_ 1 S GARDEN GF_N 1 EIR
422 NA1IONAL AVE.
WINGHESTER. VA. 22601
10 Juniperus chinensis pfitzeriana
Pfitzer Juniper @ $ 18.00 $ 180.00
Container 24-3011
7 Malus American Beauty
American Beauty Crabapple @ $ 28.00 196.00
Container 5-61
4 Malus Snowcloud
Snowcloud Crabapple @ $ 28.00 112.00
Container 5-61
Mulch 175.00
Sales Tax 275.54
Labor 2,835.00
TOTAL $--91999-.1*
/// � - -- . Iv
All plant material will be mulched individually with
the exception of the Sargent and Pfitzer Junipers. These
will be mulched as a bed.
All plant material will be fertilized with Borden
Chemical Tree Food 12-6-6.
We will guarantee the plant material for one year provided
the plant material receives proper care and maintenance.
We can go summertime planting, but fall would be a
safer planting season. The plant material would require
less maintenance then.
R
ti
d 1
tG d V�fV
Carroll R. .Brown, Jr.
XXXXXX_XXX_XXXX
D", ^ror
Mr. Salvatore Mazzucco
c/o Engineers, Inc.
50 Park Place
P.O. Box 39
Newark, N. J. 07101
tr11i: TLIt it11tV
June 8, 1978
CERTIFIED MAIL
P.O. Box 601
9 COURT SQUARE
VVINCH[STER. ViRGINIA 22CGI
Re: Permit #4265, Technicon Facility, Middleto\-m, Virginia
Dear Mr. Mazzucco:
On, Tuesday, June 6, 1978, a meeting was held on the
Technicon project site to discuss the various aspects of Quality
Control as they relate to the Virginia Uniform Statewide Building
Code. Our attendance was at the request of Technicon, Inc.
Quality Control at the Technicon Facility has been a
continuing concern of this office, in that the building official
at the conclusion of the project must, by law, issue a Certificate
of Use and Occupancy certifying the structure. This issuance is
contingent upon compliance with All provisions of the Code and
any special stipulations and conditions of the building permit.
The expressed intent of the code is to insure public
safety, health and welfare insofar as they are affected by building
construction through structural strength, adequate egress facilities,
sanitary equipment, light, ventilation and fire safety, and in
general, to secure safety to life and property from all hazard
incident to the design, erection or use and occupancy of buildings
and structures.
In reviewing the reports and data submitted to this office
concerning the Technicon project, various discrepencies and omiss-
ions have been brought to light, which in the long term could
effect the structural integrity of the building.
On, June 7, 1977, a letter was sent to Mr. Joseph Morelli,
of Engineers, Inc., outlining the special stipulations of the
building permit. The conditions germaine to this issue are as
follows:
1. Submit to our office for approval a set of sprinkler
plans, prior to construction of the sprinkler system.
703 — 662-4541
Mr. Salvatore rlazzucco
June 8, 1978
Page Two
2. Submit to our office on a monthly basis, construct-
ion progress reports, including test data, design
changes, etc.
3. File with our office at the conclusion of the job
a verified report from a licensed Professional
Engineer that the structure has been erected in
accordance with the approved plans and as erected
complies in all respects with the Code and other
laws governing ui ding construction.
These special conditions are binding on the applicant
of record, Engineers, I-nc.
Mr. A. A. LaFountain, Project Manager, for Engineers,
Inc., initially provided monthly progress reports and some test
data to this office, but as time elapsed the frequency of this
information became sporadic. Mr. Jack Dorian, Project Super-
intendent, for Engineers, Inc., was notified of this problem
and advised that the amount of supportive data pertinent to
the Quality Control aspects of the job, i.e., concrete reports,
structural steel, etc., would have to be substantially increased
in order to determine ultimate compliance. Mr. Dorian assured
our office this oversite would be quickly corrected to our
satisfaction. Unfortunately the problems continued and in fact
increased.
In periodic progress inspections conducted by this
department the following problems were noted and brought to the
Project Superintendent's attention:
Example
1. Test cylinders were being made by construction
personnel, using improper methods.
2. Test cylinders were being improperly handled,
stored and tested.
3. Inadequate storage facilities were available on
the project site.
4. Test reports did not have the minimum test infor-
mation required by the project specifications
Section 3A.19 (see attached copy of project
specifications).
5. Routine slump
C-143 were not
specifications
test in accordance with A.S.T.M.
being performed as required by
and the Code.
On May 9, 1978, a meeting was held at the Frederick County
Mr. Salvatore Mazzucco
June 8, 1978
Page Three
Inspections Department attended by, among others, Mr. Charles
Ayers, of Engineers, Inc. The question of. Quality Control, lack
of progress reports, sufficient test data etc. was discussed
and again quick correction promised.
On or about May 19, 1973 Mr. Ayers submitted to this
office a series of reports detailing soils, concrete and steel
bolting test procedures, the detailed examination of these re-
ports revealed the following discrepancies:
1. Soil testing and field density testing reports
that exceed 100% (see attached background data).
2. Inadequate concrete test data showing cylinders
received and tested @ thirty (30) days of age,
recording less than 3000 psi.
This prompted a detailed study of the project spec-
ifications to determine what specific information was missing
and how this information relates to the structural integrity of
the building intoto.
The results of this study was presented at the meeting
of June 6th involving Frederick County, Engineers, Inc., A.T.E.C.
and Technicon personnel.
The specific areas of concern to this office are as
follows:
1. Sufficient soils data, i.e., proctor curves, work-
sheets, etc., to substantiate the ability of the
subgrade to withstand the loads placed upon it.
(Section 108.5 of the Virginia Uniform State-
wide Building Code).
2. Welders certification as to qualification have
not been submitted to this office as required in
Section 5A-07 of the project specifications and
826.5 of the Code.
3. All welds shall be subject to the approval of a
testing laboratory (Section 5A-07)
4. Certification by a Professional Engineer, duly
licensed in the State of Virginia, that all joist
members and connections will support the design
loads.
5. Reports by the roofing inspector required in
Section 7A-11 of the project specifications.
Mr. Salvatore
June 8, 1978
Page four
0
7.
T3 Lucco
Sufficient concrete test
hammar readings, etc . , to
and ability of the floor
loads to whi ch they will
After p 1Lunbing fixtures
traps filled with water
be tested and proved gas
P-1802.5.1, Section 2).
data, i.e., cores, swiss
determine the soundness
slabs to withstand the
be subjected.
have been set and their
the connections must
and water tight (Section
8. Submit to our office test data verifying the
integrity of the building sewer as installed.
The test method must comply with Section P-1802.5.2
of the Code.
9. Upon completion of the
submit to this office a
system has been tested
P-1802.5.3 of the Code.
entire water. supply system
certified report that the
in accordance with Section
10. All fire protection systems must be tested and
certified in accordance with Section 1204.8,
water sprinkler systems test.
As previously mentioned Engineers, Inc., has submitted
some interim reports during various phases of construction.
However, in light of the errors and omissions enumerated above,
it is essential that all of these areas of concern be fully re-
solved before a temporary Certificate of Occupancy can be issued,
or water supplied to the Technicon Facility. All subsequent
reports, submitted to this office relating to any phase of
Quality Control, design or erection must be certified by a regis-
tered Professional Engineer licensed in the State of Virginia.
Before a final Certificate of Occupancy can be issued
on the project the following requirements outlined in our
letter of May 9, 1978 must also be addressed:
1. Submit to the Frederick County Inspections Depart-
ment a complete set of as -built drawings for the
above referenced project. Plans must conform to
all the provisions of the Virginia Uniform State-
wide Building Code.
2. Final plumbing inspection approval performed by
the Frederick County Department of Inspections.
3. Final electrical inspection approval performed by
the Middle Department of Electrical Inspections.
4. Final zoning approval conducted by the Frederick
County Planning and Development Department.
Mr. Salvatore Mazzucco
June 8, 1978
Page Five
5. Approval of water meter pit installation by the
water Superintendent for the Town of Middletown.
6. File with our office at the conclusion of the
project a verified report from a licensed Pro-
fessional Engineer that the structure has been
erected in accordance with the approved plans,
and as erected complies in all respects with the
Virginia Uniform Statewide Building Code and local
governing building construction.
7. Any deviation from the Code must be fully documented
and will be noted by a rider to the Certificate
of Occupancy.
It is sincerely hoped that the enumeration of the
project history and our areas of concern will enable many of
these issues to be quickly resolved in a manner involving the
least amount of inconvenience to all parties.
If you require additional information on any of the
above referenced items, please feel free to contact this office
any weekday between 9:00 a.m., and 5:00 p.m.
Sincerely yours,
Carroll R. Brown, Jr
Inspections Director
CRB,jr.:rp
CC: J. 0. Renalds, III, County Administrator
Jack A. Proctor, State Building Code Director
Paul W. Grunmeier, Ph.D.
Lawrence Ambrogi, Commonwealth Attorney
Clifford Broom, Water Superintendent
—j H. Ronald Berg, Planning Director
Project File
Attachments
YF�'_!. !1=Mire: -.rim• �...�,_C`."�r:y5r►✓3<Actrt`+�",yii'°:"r .
Project No 7Z00031
Technicon Instruments
Corporation,
Fredrick County, Virginia.
. p g OOr = E cTINC
Cut-OLts : The Ow`'eY �eserves ire rl c
nZ
a. Sa.:,�1cs and s review
r:�' z ; 1 re
_cr his
L ' :zspec t o=-Y a t insulation
�o � requ, _e sa:: -es or nsu_a�_on
and ap pr oval and m`a=T _-
G ei'" -.'fie=O�o j Z15 t- I I G`S i'1, ai C SZI'�ple cut-outs
ar. yen-==5u�- laion andrelt) after
o_ the roof sYs`-
h sample cut-outs shall be ,;.ace at
L Suc
installa�icn. by the �Y
nginee_. Cut-outs shall
locations as direc�e6
�h new material of same t�_-ae as that re -
be replaced 'W- .
.•e3, �eplacem
ent ;hall include two additional clvs
mo twice the 6Lmensions of t^e cr, ci nzl
O-E�oo_i nC felts o=
cut topped with nesa :":atc:^.inc s lac .
r shall retain and *pay for a
b. T,e General Contrac'-o- - tie
recognized roofing consultant to peYr o� gull m
insp2Cion
ite
Services ver is yi ng t*'_at the work
on s�
being done conforias to
the P1G=�s anti Saecificarions.
The roefina consultant should have a m1niirum of fi ve
eeerlence in this t�'pe of Y7ork
(S) years previous 1., the Owner_
anal shall be acc
eptable L.
The co. ; nspector will keep a daily record of ,York
' roofer and subnit the tally rerorr
per±ora -ems a %Y LhC�
Contra and O aner s representative.
to the Geer=i Cont_
r r;,� _' yer foria such tests on- r :aterialh and
The inspector � �necessary.Such tests shall
; s dee e
'No_i'manshi p as an`i is of asphalts delivered -o
ory
laborat
include _ e required, rand'o— cut-outs of
Job site, to ar.d �> ;,1...� b
J ,
_ should z aboratory analysis ir_dicaue
i nolace rcof in r4 ti ty as beirc into-Im fete
,a-_eria G-!o
1-1a \' ��- n_; coj:Lnl ian t Wit
h Ii�.c t Er �_alS
de-fecciJe, of a +-he Ccnt=ac t7or shall be--r the cost
spe-ci fie4, 7-ne :
rzo' ace such material and work-
0-_ such zest -in-, _ ; _ by - 'he Inspectorat no additional
e
.anship as
-r 1=bterior and materials.
.. cost to _
f
project No. 777^ �3
i echnicon InstI_ __i.ients
Corporation,
Fredrick County, Virginia.
The General Co .tractor will be responsible for having ^
the roofing i^specI%-_or vi_si_t the site and inspect the roo-
appro:<i�ate one vear after acceptance of the project
and ma'_{e ano= =er report stating the condition of the roof
at that time.
A fixed sunz, agreeable to the Contractor and Owner shall
be withheld the O zrler during the one-year period and
turned over to the General Contractor a=ter the roofing
inspector has subi:iitted his report.
7f X 7f �C'
f7A-12
If
s
I
1
Project yio. 777 �0'
Tecnnicon Ins _z_, e' �s
10 Mav 1977
Wci_dinchall con-o L the ricar_ ;vel..i: c Soc_ety
j �:, �o
_ �
Code =orr elai:lg in Build i-- Cc-,IsLruC1.1
i - acco^ c an-e
n -`�
perio�. - -- A
this C Ce Yielders shall --Je eXan3 =Zed bV a=_r,rc)re
testing 1 aho_atory a-4 shall not be �e='^._tted to
' '' .2 �OS3 Li'?' eSS�an until �.hev are
Cent?
womt OI: �- -
as t0=r4 Ca ion, oV such a 1a o-atO- . .3
C1 ne Lc .
certi�i _^te o= QL'.c.li=_ca�._cn, s_g c_bv an accred'_
nt per ice- nre`edi nG
r. j-'
the DrCS ect'_'ve welder's c-0-olica ] OIl r0'" 2T:_`IOyme•��-
will be accepted i n lieu Oz
or_ this work, •
I_=-L.
er being deDosi-ed, all welds shall be
brushed wit-'. a wire bush and Shall show u ,, =0
section_, Smoothness Of weld -men-al,-eather edges
without overlaps, ' reedc-m -from. I.t i a,':C' Cl? n'-«r5 .
visual '_ inspection.. at edges and ends Oi. fillets am
J �
butt jo; n :welds shall indicate sati s-acto%y
with and penetration into the base Ilei c1 S , Arcs
electric welding shall be O proper lengths .. % ;produce
good welds. ' n 2SSe:tbl.lt'.g, and duri Pig �.vdldli.Cj,
vario-us s1n.apeS a_id. T:!enmhe=S shall be held by Su=].c'-ent
Cia ns or Ot her ade-'.ate meal -is t0 keept:ie Par�S
a Gi__ a d in CnrcC� '1:11SheC
St ile ^.e'�S Si!Zi 1
r i J r 10S2 CC
= . In Gield�nC•
be Tree -_on �.wists, bends or ocen.'� o izzats
preCzut_O;,S shallbe taken to mi ni: ize "I OC:<cd-up"
stresses and distorticn due to heat?r_g. ill -welds
shall be S,'_bjeCt to the a✓z;roval C- a test? tic Iab0ra-' 0rY
to be Selected by the �n C neerS. The 0 Me :vi 1 l �,z�j Z1 1 -
ees c= arced by t h8 la: Oratory for t 2 ?='-S_ �"--� Gn 0= *rielGS,
but t G C^rt-actor shall -pay all fees Chaiced for the
e.ramminat" i Gn o_ welders.
' 5R-07
r
R
Tecnnicor-
cERTI" TCEL1QN
'— l L ce=ti�iec tes'� reports
--t--actor all
a. T"rie Sceel Zcn -• '-ens; le stren,- - o=
i d cat <; eild ar.c �- -
n i i ;.c
steel uses.
r a.Pro-essioval
^ Subniy a ce=�Lby
I.
ate. ` J- I. iZGt
Virginia,
licensed �r t:�z Stale o=
xc�enibersecti ons will
Encinee r ulv
all joist
* * Y
J
l
53--a15
3.19
Project No. 77Z0003
Teclini con Instr, ,.en s `orp.
3 Kay 1977
e:{E"'L ._ S'_._.._ ___-�•-S :ti:_c_ � �rLC:< C_:OSS-='-c - ..._�'.:' -_ nC _n
SUCn� -
all
as
i e =.��' c �tia� :<S S:_�_- D2 3, 000 1'--s C:, _C_
`s d �.,_ - :s t^si v s_nec�=, ec -- _-ce c; etc
snazr 11
_ _ �
All
wor
al eCC'e y.c':S] Cn jC-- =0 One-
`h2.' �•CS �1�
�Ol.' __ _C. NO = eCc_ = _GT: �'"a_. _C ci-G? C'.=1
i _ erlcc o= -- leas =Ou= (^_) cam`: and ove-
C'.<inC �e?S =O= c=_� �= n CaJ
-N
S� C..-
✓ v_�
L^IGY�-�^._.•-.-�C.
G l.vn C.-.�:_� C.Z Y....S
=�.._ .
=CCOrdan,ce Wz Ln G LG-__
c=-
ei o�i at.4c-•=_
_
e
a� all
crave i �c5e
_ Eep===_=e
_ -
c•�~cs
-_=^
-
areas _tee=e
c_� cuts -J e nc _cats"
��.
-�
Ca
CO`:CR.TE TESTTyG
a . All LES S :J1
teS tin S - .
`i0;� ^:2'.S1nG 0= s_ eC
-�
'-
and all VeS 1.S
J. �S. 'riOr�C C:C�=eSSeS r'^-:C-e-e Snai i -r-e
accordan
creme (=-S -NI C172).
C. S1 �` O icS �j S -all n 41
tto•1'Gd 0 = ^" S :1� S :O O
(AST C_"_3) .
Project No. 77Z0003
?echnicon instr =tints Corp,
3 May 1977
?' no CcS.. -c �..Ze � 1
t-_^.E cC___Cc%-'i?:S and/or S: cwn a:I `::` C_-7::v_^CS `_' e de -
a:: accep`ani _ia_ =,o:z c..e t=s=
c.. _^_=S Civ:? __{`` --52
t2.{:_ cc: sc:_ _ ! es ` 1_ '..he i cca i of S 5_
a5 a of test results:
1. Cores s. al.l ae -Elze.1 _ nC C.e5 `e6
AS IA C='.L "Obta_ri-.^C and Tp-s: ' --.g
ec.Ms 0= Concrate" .
„ =CCores
i. --7e _est_�.-.00_zt:;=�
and Owner
i. eSC=enorts SCc_.a
OC
(L) Concrete
!c) Conc- te
(^ i Ai..-t�''::=ccam : e_rcen a q e
(e) Concrete
] T:1 Cons acCC_`. S%all. ` "OV_Ce a S torage CC:{ t0 be
use excluSi-velV =0r t%e 5`.O=ncC and C::= O CC
CZe-:Ze _ems` s: ec ..ens . ` 13-iS CCY 5.._i'_
_a
Co:,s :.;':C...e^ , I:iaCe o= i rr `� �^ { &G -Well D;aCe
%-a -n even't wa�01;7Cj, 0= Y" %::'_C ^Iv.•%CC-. (eXCe_'1C` c=c C
,::av be used. Box s i l 'e D-ov:.ce� w a ccec ccve�
_- -
anc mac_cc<. Sto==_ce box so co-s�rT.'ctec a, -
located ca the wo::< % a - its a=... te:-^.era _. W hn:' co n-
t'u_^.=,rj Ca:?CreCa S_e^LT.e__^.S Yf_ii=e:a�._ .Je�:Y2e'1 GO
6eq ees a d aO decree's
F.
^Ze stor=ce -ox s-F- _ -e 5? a_=_ o:, ��e S _`o
il`f e e ��� �OJ ter', _1: 1—ca:._.71 s�..C.: t--a—
�o anv vi Ll at i or, Or C _S :ance . _: e _ _or=c-2 -ON
szai- C :e 7lcCeCl r an_V ^L•? lQ'_:,C C- s`_ V grlh le
IS ."e_:'LC,.,,seC =--- Sty":'C S ;eC=%c:aS
C?•:E.=NI-lip
a . lido:: c:,:.: le ��cr_ c� ;_ :e '81 -1.1-
_,
ec.1-1-Cment, . =.1 ::a ter -al and all Ce.. Z4 o.a.". as oneC .:_✓
WO
T •
E
Project No. 77Z0003
Tcchnicon insrrk*-.ents Corp.
3 1,1ay 1977
'�r�..\_. ed
con. -
CC C -
t_]
X`.:^ ". _ �'� = `, -J _ C--•cr'y--�.^S `. .._ { -
y,^e? No
be i Ge =CeG - _ to •
cu
ac='
5�.. leas �. Ci:- .. S-1Ci 1 be
^c _C: `' C1_a 1 Z—ZeC_-
CU'r de -
me_ S CL :cC L• Ce; JC.. Cp _,CAS _„• - _J
er
�rl to pp^.._G:1 C �--- ^' =c 1 i Jnrl Cw LG
air
Si.
degrees- -
�Y �n �cco-tee:
e . Spec i:,` s < � z Z no yes coc
:?ems_^_OG. C= `;e�� CGr_ C`�'^r,.�'SSQ�a_ �_ *��5�.._^ C=14
��'Q
_
Concrete CV_....� (- _a . see e, (�) cey:
s e.d
(2) spec_-e"s sins .ems 235czysG�
t:iree (3) sp ec
nvr�2: ?.S lased, C; �.'
e '
�^ Y T C� --c -'1 4ZVS Gi oGam. Se e=1
iE i.eS:.e^ ct LP. l /
days G:C n ee
C
^r�o contC y1.o Si.=ar'G rP. =-."'j a
• �V^ f s
C
J•Ga S��r :C� �:1 `CSt =
m e: t:1a
L!;,?'tG%e S t;2:?C`i:%e cVC�-cca of c:'.tl^==C ConS2-
-� 1 '-e C-G_ua, -.O or C� e? per.
Ci'i 1Ve Si_on�-� `25�.S .. .J an
k. -an L S�oC eC c �.= =:iGt = e / c
1 rl e;, o_- L`:1e = .re:ic �', 'es is s:.a ? _ �` ? e<s
0 pe C
%i'1� 5De^i_iA�? Str2iGt^.
- - J
�C ^^a St e.^ -:'i of Si.Z_^:Ce=C-C::''cC CVO `r'-Cp'--S
• .1. L a 2 � �: - - y--' s a
�CaC, "eQ CC:1 -eSj'_v= S -- /
C;ie �Ca i
Engineers 51- 1 ! Ci2Ve ` e _ « j :t to G-Ce= G
on 0
tile• :;l'_f 7�C�-O_ =0
u the
�
l,c ,'2_^.°Jt eV=reC St;e::C�.:"! / `�,e
es
...;�inee-!-5::Z1 i he'V L.: =-7' `' - _
i ;cti:�2 c^u ::C'.SL:;2
in CG::C----OP.S of t Gc
3"O 52C:.=e tie ;2 t '-- ='.'_ St=2IICt::.
AT2
ssodatom's of Maryland, inc.
Grc'ecr,r.cc� rx 'ci t'era s Erq rcers
A sc s Cary of A7eccan Testing and Engineeung C:•,_raticn
9590 Berger Poad, t sv
Columbia, Maryland 21046
Telerhone.Saitimore 301!997-0210
Washington 2021347-6178
REPORT Or CONCRETE TESTS
Prciect Name Teciinicon
Contracted with Lngineers, Tnc.
Time Sampled By_
Location of Pour Slab #40
Project Location
Job No. 77482
Client Wealher
Quantity Represented Cu. Yd.; Spec. Req. Psi P 28days
Concrete Supplier Truck No. Ticket Nq.
Concrete Temp. °F Measured Air Content "Oslump (in.)
Sand Gravel Cement Admixture
COMPRESSIVE STRENGTH
Tests made according to A.S.T.M. Standard Specifications
6"x12"CYLINDE '
Laboratory
Number
Cylinder
Identification
Date
Sampled
Date
Received
Date
Tested
Maximum
Load
(Lbs.)
I Area
(Sq. In.)
Unit
Load
,Lbs.%Sq.In.)
Age
(Days)
# Brea':
T y; e
(T) i
135
TE-135
3-22
4-28
4-29
101,000
28.27
3572
30
C y
E
i
{
Cylinder Defects: None
CuringTemperature 74
Remarks:
Cap Defects: None
°F Humidity _
—Tested By
9 O%+
1.% 0.
PLEASE NOTE
Thr cylinders tested (in accord Frith ASTM C39)
v,ere net p.°p2rul b7 representatiaes of this
lab ra'.ory. As sl _. , t e cyli: dcrs mcy n t be
representative el the concrete as placed.
—556mitted By,
Y0041
ATE Associates
�k l g.nd of b,
• r
A a C D >`
Ater l ry�c
Assodra Ies Of t4arykand, il)C.
Gect2ch ):CC' cis Frrj
A subs!d"ary of A-,erun Testing and Eng,r,eerrg Gcrra a;;o�
Project Name Technicori
Contracted with Engineers , Inc.
Time Sampled By
Location of Pour S 1 al) ,r 40
1
95901?erger Road,
Columt.a. Yaryiand 21046
(" 1
TeleGhcn.e.Baltimore 3011997-C210 \
v;ashingicn 2021347-0178 �
REPORT OF CONCRETE TESTS
Client
Quantity Represented__ _ Cu. Yd.; Spec. Req.
Concrete Supplier _ Truck No.
Concrete Temp. of Measured Air Content
Sand Gravel Cement
Project Location
Job No. 77482
Weather
Psi @ 28 days
Ticket No.
Admixture
COMPRESSIVE STRENGTH
Tests made according toA.S.T.M. Standard Soecifications
'Oslump (in.)
/11. v2-rvi 1tuncn 1
Laboratory
Number
Cylinder
Identification
Date
Sampled
Date
Received
Date
Tested
Maximum
Load
(Lbs.)
1 Area
(Sq.In.)
Unit
Load
r Lbs./Sq.In.)
I Age
(Days)
u-,
Sreal,
Type
M
129
TE-129
3-22
4-28
4-28
61,00f)
28.27
2157
30
130
TE-130
61,000
2157
30
C
131
TE-131
103,500
3G61
30
C ,
132
TE-132
'
4-29
61,000
157
30
C
133
TE-133
100,500
3714
30
C
134
TE-134 f
I
96,000
3395
30
C
Cylinder Defects:
CuringTemperature
Remarks:
None
74
Cap Defects: gone
_ of Humidity
Tested By
90Y+
r.i. 0.
PLEASE NOTE
The cylinders test�d (in accord 1vith ASTIM C39)
were rot prep -red b; representei•:es rf t`?is
lab; ratory. As su:.i1, the cyiifiders rnjy not be
I represeptati';� cI the concrete as placed.
Submitted By,
u
ATEC Associates
FA
R r► .. _
l > e4l' �.
If additional ;:aterial is
Shall provide it from an
by the Engineer_
Project No. 77Z0003
Technicon Instruments
recuired, t!^6 Contractor
O -S'_ L.e so-,1 ce anproved
1. All off. -site ':,orrow shall be non -expansive,
granular 11.
d. The bac "fil'_ and _i 11 with-Linbuild;,-ig limits s gall
be pl ace^'_ in li i =S riot exceeding e4 Ch; inch es (8 �� �
J
loose .h? ckness . The lift thickness and nu.,-Lber of
�
passes re _u_rac to attain therdedo=red e:ls,_1-Y
must be found by trial runs and will be subject to
approval %r Lhe Soils-ngineer. A "pass" Shall be
defined as one _passage of t~e contact portion o
the COP' actor O i er t!:e en i.1re sur-race Of the laver.
he--i3.11 shall be co Mpacred to a -f eld densi1C1 O_
'n r L
rot less than. 9�; of- its maxi-:u=:l mcd; fled �roc..or
density cbtainec i- accordance with ASTY L1557--70.
;11 ec or co;Lipacted during
No f_ material shall he plac _
unfavorab?e weath conditions. All fill within building
limits shall be off -site borrow non -expansive granular fill.
e. General fill (%Ct -, i thi n buil ding l�n_tS) Site: ' ', e
Compacted to not less than a0% o' the Imaxi-'.a=i 6ans1:7I
at acfcordan Ce TR_t_rl
ASTbt LD!» /-70 and placed .inn layers :'tat more t _a-Z1
(811) loose thick{mess .
POROUS FILL
a. Porous mill Shay -e cl can gravel or well arada-1
broken c .on B, ?�? {?''::�? S.i Ze, Or Clea=1 :oel l-
graded sand.
D. Provide porous ---- 6" steep Under all S1a"S on.
grade and 'rr't�are � c�cateti.
e4_ 'True Contractor c ll Si?';:)miL to 1:1ne Engineer ,or
approval, Dricr
-G tna i T?S tall t_Cn 0= any
work,
a 25 1sample,
ccmaIete wits. a sieve =anal _sic
of the COrous =ill
materia- 1
T%e
advise te C:,n_tractor Of tie
?C^�^�?bi l i `_V
Of
the p CrCus fill l
-a ter=a1 .
ATEC t :SC -HATES OF 1AARYLA ), 'j,IC.
i
SOIL 4 f-O' IL 0,' SULT,1NTS DRiLLlNG k TES l.:•�, SE ',CES
DALTI^"ORE OFFICE — 9590 BERGER RO.'.D, CO1_UM.GIA, IMP,RYLAND 210,'6
PHONE'301/ 997-0210
CLIENT:
Engineers Inc.
50 Park Place
Newark, New Jersey
ATTENTION: Bud Lal:ountain
RE-.: COMPACTION CONTROL
DATE 2/24/78
SOIL COMPACTION INSPECTION REPORT
Indianapolis
Clnclnnatl
tlaltimore
Loulsvllla
Virginia
Atlanta
Welt Virginia
California
Sallsbury
DATE 2 24 78 —` PROJECT NO. T-774 S2—B REPORT NO. 18
WORK STARTED__T — PROJECT t echnicon Instrument —
WORKSTOPPED —_ PROJECT LCCATION Route ir7
ARRIVED SITE 11 - 15 Middletown, Vir"_inia _
DEPARTED SITF 4:1.5 CONTRACTOR Engineers, Inc.
TRAVELTIME 4 hours WEATHER: Clear CZ Rain ❑Cloudy❑snow ❑
TOTALTIME 10 hours TEMPERATURE: A.M.30o F P.M. 314 0 F
MILEAGE 212 miles
hour for reports
AREA BEING FILLED—_ "One
DESCRIPTION OF NIATERIAL__ Brow—, ClayeV SILT &, CR-21a
SOURCE OF BORROW .,cne
COMPACTION EQUIPMENT USED Roat1 Roller
HAULING EQUIPMENT USED None
NUMBER OF DENSITY TESTS RUN g NUMBER 82 THROUGH 89
AVERAGE %COMPACTION 1 00- 07 AVERAGE :6 MOISTURE 6. 9 & 16. 3 ' COMPACTION SPECIFIED 95%
TABULATION OF FIELD DENSITY TEST RESULTS
TEST
NUMBER
LIFT NO.
OR
ELEVATION
MAXIMUM DRY
DENSITY @ OPTIMIUM
PERCENT MOISTURE
(ins./cu. It 9 %)
FIELD DRY
DENSITY
(Ibs./Cu.ft.)
FIELD
MOISTURE
(%)
PERCENT
CCMPACTION
82
Ton of SG
133.8 Q 6.8
143.8
6.5
100.0+
83
i
139.5
6.9
34
_
143.8
7.5
85
142.1
6.5
86 _
106.1 @ 19.7
108.0
17.5
87
109.4
16.6
_
88
109.3
1 16.1
�".
89
112.6
15.0
'Codes: (AR) — Area Re -Rolled (ART) — Area Re -Rolled & Retested (R•X) — Retert of Test No. X
REMARKS: These tests were taken on an earthen sub -floor prior to concrete placement.
No fill operations or incoming material. was constituted. All tests were
taken at top of sub,>rade. These tests are to reassure the contractor that
his floor base is still good. No frost enceuntered during any of the
above tests.
PROJECT INSPECTOR ;t• l <,rc-k7 ATEC ASSOCIATES OF MARYLAND.INC.
(ME911AN €'EATING A 14 13 LNiGINEERIRG COMPANY
ND SOIL AND FOUNDATION CONSULTANTS
MERICAN TESTING OF MARYLAND, INC.
DRILL1A,37 %'D TESTING SERVICES
BALTIMORE OFFICE — 9590 BERGER ROAD, COLUMBIA, MARYLAND 21046
PHONE 301/997-0210
FOR
Engineers, Inc.
50 Park Place
Newark, New Jersey 07111
PROJECT NUMBER T-77432-B
DATE 9/31/_77
TEST NUMBER 2
LOCATION Frederic, .Maryland
SAMPLE OBTAINED FROM: Northeast
TYPE OF MATERIAL Light brown STANDARD PROCTOR _ MODIFIED PROCTOR X
Clayey SILT (ML)
DRY DENSITY (maximum) lbs./cu.ft. PERCENT MOISTURE (optimum)
1
tl
1
1
1
NMMM�MMWMMM MIN
NEEMEMMERMWEEM MMMMIMM
MONSON MEN
ENNEMBEEMMMEM rEMME IN MOMMEME
M, 0 MENEM ONE IMMMENMEN
MMMMIMMEMNMSEMMI NOON
MIN
ON 11
ME MEN MEMO EMMEMEMEMSEWME
ME NOON ISM 0 1 ME ENO MMIIMMMMEMMEEHM ENO WE
JJ13 14 15 16 17 13 19 20 21 22 23 24 25 26 27 23 29
PERCENT MOISTURE
® MERICAm TESTING AND C-NGtNEER!fvG COMPANY
{ { F ND SOIL AND FOUNDATION CONSULTANTS,�,�
MERICAN TESTING OF ?AARYLAND, INC. _C
DRILLING AND TEST/NG SERVICES �-
BALTIMORE OFFICE - 9590 BERGER ROAD, COLWABIA, MARYLAND 21&6
PHONE 301/997-0210
FOR
Engineers, Inc.
50 Park Place
Newark, New Jersey 071.11
PROJECT NUMBER T-77482-B
DATE 12/25/77
TEST NUMBER 3
LOCATION Frederick, Maryland
SAMPLE OBTAINED FROM: On -site
TYPE OF MATERIAL CR-21a STANDARD PROCTOR MODIFIED PROCTOR X
DRY DENSITY (maximum) 138,71bs./Cu.ft. 6.8 PERCENT MOISTURE (optimum)
1
1
1
1
1
1
1
1
1
1
1
1
1
1
•igii"� �'on
MIMMIMIMIEE MEN
MEMO 0 MIKE FEES
SAFI
I MENEM
0 EE m mmommom MEMME ME MENEM
!=SIM 0 MMI M 0 MEMEM No MINIMMIN
mom IMEMINWISIMMEN No MEMOMMEMONNEI
MEMMEMMOMME si� � ■0 MRSEEMEMEM NE ME
MOEN IM-Flimmommmm MENSOMMOMMEMEN
OMEN mom � ■ii0i-iMINIONE �Wiimiimomil
�■BEEN
me
■ iui u
D 1 2 3 4 5 6 7 8 9 10 11 12 13 1.4 15 16
PERCENT MOISTURE
::ir174-bz 1: (' LA1-,11I1)
I:av 19, 19 ; 8
Carroll R. Bro,ji i , Jr.
Mr. Charles D . Ayers, P.E.
Pro j ect Manager
EI Constructors, Inc.
50 Park Place
Newark, New Jersey 07111
P. O. Bcx 601
9 COUikT Ec:uAr.E
`.Yi..CY.F57LR. VI^GI::IA 22 H01
Re: Technicon Inst. Corp. , Soil T.esting Reports, Middletown,
Virginia, Permit 265
1.
Dear fir . Ayers:
In reviewing the laboratory soils testing and field
density testing reports for the above referenced project, a
number of discrepancies are readily evident, raising serious
doubts as to the overall validity of the test reports.
ATEC Associates, Inc., in their cover letter to Engineers,
Inc. stated: Field density test were performed, as required, on
the exposed subgrade as required. Test results were expressed
as a percentage of the appropriate modified proctor maximum dry
density. The specified compaction is 95% of the modified proctor
maximum dry density. All enclosed test results met or exceeded
the specified compaction requirements.
A detailed review of the tabulated field density results
shows the percent compaction reported as 100.0+. By checking
individual test results the actual percent compaction is as follows:
Example
Reported Actual
Test No. Compaction % Compaction
74
100.0+
110.1
75
100.0+
110.8
76
100.0+
103.9
77
100.0+
102.7
78
100.0+
104.1
79
100.0+
105.3
80
100.0+
103.4
81
98.7
98.7
Average percent of all test data submitted: 109%
703 — 662-4541
Mr. Charles D_ :,Y r.s, P.E.
May 19, 1973
Page Two
In perfc_ning field density test, whenever the percent com-
paction exceeds 100%, a change of material is indicated. Standard
procedure would be to take a one point proctor test to determine
the proper material curve for calculation of percent compaction.
It is evident this ..:as riot done on the Technicon project.
Since the area in which the test were taken represents the
floor subgrade, there exists serious doubt as to whether the
specification requirements have been met, and raises the possibility
of slab failure at some point in time.
In light of this problem I will be unable to accept the sub-
mitted test reports as part of the official job record as re-
quired by Section 127.2.2 of the Virginia Uniform Statewide Building
Code.
Please advise this office as to what corrective measures, if
any, will be taken in this matter.
If you require additional information on the above, please
feel free to contact our office any weekday between 9:00 a.m.,
and 5:00 p.m.
Sincerely yours,
Carroll R. Brown, Jr:
Inspections Director
CRB , j r . / rp
CC: J. 0. Renalds, III, County Administrator
Project File
Enclosure (3)
ATEC A )C iATES OF MARYLA' ), )4C.
S0!1 6 FOUNI.;-4TION CUvSULTANIS DR11-!_1NG d TESTIA:, SERVICES
c'•ho
BALTIMORE OFFICE — 9590 BERGER ROAD, COLUMBIA, MARYLAND 21046
PHONE 301/ 997-0210
CLIENT:
Engineers Inc.
50 Park Place
Newark, New Jersey
ATTENTION: Bud LaFountain
RE: COMPACTION CONTROL
DATE 2/23/73
SOIL COr IPACTION INSPECTION REPORT
GATE 2/23/78 PROJECT NO. r-77482-B REPORT NO. 17
WORK STARTED INA PROJECT Tecbnicon Instrument
WORK STOPPED INTA _ PROJECT LOCATION Route Ir7
ARRIVEOSITE 11:15 Middletown, Virginia
DEPARTED SITE '4:15 CONTRACTOR Fn>ineers, Inc.
TRAVELTIME 4 hrs WEATHER: Clear: Raln❑Cloudy[Snow❑
TOTALTIME 10 hrs TEMPERATURE: A.M 25 O F P.M.32 o F
MILEAGE 212 miles
hour for reports
AREA BEING FILLED None - See Remarks See Sketch
DESCRIPTION OF MATERIAL_
SOURCE OF BORROW_
COMPACTION EQUIPMENT USED
HAULING EQUIPMENT USED
Brow-n Clave
Norie
Road Roller
None
SILT
O F F I C E S
Indlanapofls
Clnclnnati
Baltimore
L oulsvlllo
Virginia
Atlanta
West Virginia
California
Salisbury
NUMBER OF DENSITY TESTS RUN NUMBER 74 THROUGH 31
AVERAGE % COMPACTION 99.87 AVERAGE % MOISTURE 15 .3% % COMPACTION SPECIFIED 95%
TABULATION OF FIELD DENSITY TEST RESULTS
TEST
NUMBER
LIFT NO,
OR
ELEVATION
MAXIMUM DRY
DENSITY @ OPTIMUM
PERCENT MOISTURE
(Ibs./Cu. ft @ %)
FIELD DRY
DENSITY
(Ibs-/cu.ft.)
FIELD
MOISTURE
(%)
PERCENT
COMPACTION*
74
Top of SG
t
6
75
117.5
14.0
76
110.2
15.7
77
109.0
15.5
78
110.4
15.8
79
112.3
15.4
s0
109.7
15.3
81
104.8
14.7
98 7
*Codas: (AR) —Area Re -Rolled (ART) — Area Re -Rolled & Retested (R-X)— Retest of Test No. X
k,LKAARKS: These tests were taken On an earth sub -floor Drior t0 concrete placement.
No fill operations or incoming material was constituted. All. tests were
taken at top of subsjradeThese tests are to reissu-e the contrartnr_Ihat
his floor base is still good. No frost was encounte-er durin, amp test -
PROJECT INSPECTOR MCarski ATEC ASSOCIATES OF MARYLAND, INC.
by:
Carroll R. Brown, Jr.
X'XxXkXXXX1V_VaX11'_1.
DIRECTOR
E. I. Constructors,
50 Park Place
Box 39
Newark, New Jersey
:�rr1�L'� it�i ita.D1I11tU
Dryartnurnt of hi5prtfivn5
May 9, 1978
Inc.
07101
Re: Permit No. 4265, Certificate of Occupancy
Gentlemen:
P. O. Box 601
9 COURT SQUARE
WINCHESTER. VIRGINIA 22601
In response to your request of May 8, 1978 I have out-
lined the various code and agency requirements that must be
satisifed prior to issuance of a certificate of occupancy.
These are as follows:
1. Provide monthly progress reports for February,
March and April, 1978, including all test
data, on structural steel, testing of sprinkler
system ect.
2. Submit to the Frederick County Department of
Inspections a complete set of as -built drawings
for the above referenced project. Plans must
conform to all of the provisions of the Virginia
Uniform Statewide Building Code.
3. Final plumbing inspection approval performed by
the Frederick County Department of Inspections.
4. Final electrical inspection approval performed
by the Middle Department of Inspections.
5. Final Zoning approval conducted by the Frederick
County Planning and Development Department.
6. Approval of all water and sewer installations
by the Town of Middletown.
7. File with our office at the conclusion of the
project a verified report from a licensed profess-
ional engineer that the structure has been erected
in accordance with the approved plans and as
erected complies in all respects with the Virginia
Uniform Statewide Building Code and local ordinances
governing building construction.
703 — 662-4541
E. I_. Constructors, Inc.
May 9, 1978
Page Two
If you require additou�nal officeinformation
weekdaytbetweenter,
please feel free to contact
9:00 a.m. , and 5:00 p.,n-
Sincerely yours,
Carroll R. Brown, J
�j
Inspections Director
CRB,jr./rp
cc. H. Ronald Berg, Planning Director
Kenneth Coffelt, Electrical Inspector
J. 0. Renalds, III, County Administrator
Clifford Brown, Water & Sewer, Superintendent
Permit File
0
LAW OFFICES
v KUYKENDALL, WHITING, COSTELLO & HANES
POST OFFICE BOX 2760 POST OFFICE BOX 670
20 SOUTH CAMERON STREET KING AND CORNWALL STREETS
WINCHESTER, VIRGINIA 22601 LEESBURG. VIRGINIA 22075
7 03-667.46 40 fiftft C"
J. $LOAN KUYKENDALL
HENRY H. WHITING
LEWIS M. COSTELLO
DAVID J. ANDRE
THOMAS M. DICKINSON, JR.
GEORGE W. JOHNSTON. M
DOUGLAS A. GREENLEE
J. E. WETSEL, JR.
DENNIS J. MCLOUGHLIN
H. EDMUNDS COLEMAN, $
J. SLOAN KUYKENDALL. $
September 9, 1977
Mr. J. 0. Renalds ,
County Administrator
9 Court Square
Winchester, Virginia 22601
Re: Technicon Corporation - Our File No. 22,872
Dear J. 0.:
703-777.5700
703-471 -9800
STILSON H. HALL
COUNSEL
WILLIAM B. HANES
ROBERT E. SEVILA
RICHARD R. SAUNDERS. JR.
(PLEASE REPLY TO WINCHESTER OFFICE)
I appreciate your assistance in having the Board of Supervisors
execute the easement for Technicon. Enclosed for your records
is a copy of the recordation receipt, and please be advised that
the easement was put to record on Thursday, August 18, 1977.
Again, thank you for your assistance in this matter.
Sincerely,
H. Edmunds Coleman, III
HEC:bn
Enclosure
CLERK'S OFFICE
CAS A
CIRCUIT COURT, FREDERICK COUNTY, VA,
RECEIVED OF�... L�-.�,(-�. i.'.� ...�.1..:. .............
,9.7.`.i..
.........................
tl. ................ .�� ...........................DOLLARS
_
;......
FOR RECORDATION OF THE FOLLOWING U_ED
ACCOUNT
AMOUNT
(l
A
039
o
/
STATE TAX
=
FROM
LtJ
� � i
zts
J f�.
TO
COUNTY TAX
212
GRANTEE
TRANSFER
ADDRESS
Z
301
I
F U
DESCRIPTION
RECORDING
3
518
IJ.
1
PLATS
LL
038 STATE TAX
p O
g 58-54.I
VALUE OF INTEREST
220aLOCAL
1 TAX
CONSIDERATION
SOLD r� 58-54.1 f
Z23 LOCAL TAX
§ 58-54.1
_
o ci,'rEi On
r) Al. KIND OF t
( P. M. CONVEYANCE (.G.
TOTAL
DATE OF DEED F —/ 1�2—
DEED
No.
N° 36057
GEORGE B. WHITACRE
C1JR K
DEPUTY Ca- KRK
{tea-i- dg,*;'�'.S Rs i�7.r'�.r? `,'t�",7r.��•' .' ':?'',T"' _ i. .. .. ` 7 I 'i
FREDERICK COUNTY SANITATION AUTHORITY
JAMES H. DIEHL, CHAIRMAN
DONALD R. HODGSON. VICE-CHAIRMAN
G. W. BORDEN. SEC.-TREAS.
M. M. ADAMS
ALLEN B. JOBE
POST OFFICE BOX 618
9 COURT SQUARE
WINCHESTER, VIRGINIA 22601
PHONE 703 - 667-0389
June 1, 1977
MEMORANDUM
TO: Director of Planning
FROM: Engineer -Director FCSA
SUBJ: Technicon
WELLINGTON H. JONES, P.E.
ENGINEER - DIRECTOR
The additional information needed to insure the wastewater
discharge in accordance with the County ordinance has been
received. (Copy attached) Therefore, the site plan review of
the water and wastewater facilities for the subject industry is
approved.
W. H, ones, P. E. , ngr-Dir.
WHJ/tm
Attachment
EI
Engineers/ Constructors/Management Consultants
18 May 1977
Project No. 77Z0003
Technicon Instruments
Mr. William E. Rodger,
Building Inspector,
Fredrick County Virginia,
9 Court Square,
Winchester, Virginia 22601
Dear Will:
I am responding to your request for documentation of the
chemicals to be stored in the hazardous storage area and the
material stored. in the corrosive storage area, of the new
Technicon Instrument Corporation facility.
May I first mention that your concern for the chemicals and.
material stored is appreciated but has not been overlooked by
our design. We are providing a four hour sprinkled enclosure
to satisfy the fire rating requirements established by our Client's
fire underwriters insurance company.
To satisfy your request we have prepared, with the Clients input,
the following list of chemicals to be stored, in the corrosive
storage area, the quantity stored, boiling point and respective
flash point.
1.
Acetic Acid.
30-55
Gal.
drums/mon.
B.P.
1180C
2.
Acetic Anhydride
20-55
Gal.
drums/mon.
B.P.
139°C, F.P.130°C
3.
Hydrochloric Acid
20-5
Gal.
bottles/year
B.P.
1080C
4.
Netric Acid
10-5
Gal.
bottles/year
B.P.
120.5°C
5.
Sulfuric Acid.
10-5
Gal.
bottles/year
B.P.
2900C
All related. information regarding the chemicals has been obtained,
from the Index ninth addition.
A SUBSIDIARY Of
Mill50 Park Place . P.O. Box 39 • Newark, N.J. 07101 • (201) 624-1234. (212) 964-7087 I
INDUSTRIES INC.
Mr. William E. Rodger
Building Inspector
��w
18 May 1977
Project No. 77Z0003
The hazardous storage area will store four (4) ounce to five (5)
gallon polyethylene bottles packaged in corrugated cardboard.
containers. This material will burn but will not support com-
bustion.
If any additional information is required please contact me at
201/624-1234.
JMM : rmw
CC: R. Berg/
Very truly yours,
ENGINEERS Incorporated
Joseph M. Morelli,
Project Architect
11 50 Park Place . P. 0. Box 39 . Newark, N.J. 07101 • (201) 624-1234. (212) 964-7087 E I
RECEIVED MAY 2 3 1977
Engineers/ Constructors/Management Consultants
18 May 1977
Project No. 77Z0003
Technicon Instruments
Windy Jones, P.E.,
Water & Sewer Department,
Fredrick County Virginia,
9 Court Square,
Winchester, Virginia 22601
Dear Windy:
I am responding to your request for documentation of the proposed
Technicon Instrument Corporation effluent PH rating and B.O.D.
discharge into the Middle Town sewer system.
This request was verbally related. and. accepted by you on 16 May
1977 as follows:
1. I have been informed. by Technicon that no solid, matter
other than human waste will be disposed of or entered
into the sanitary sewer to assure conformance with
the B.O.D. regulation.
2. This facility upon completion will house an automatic
acid control system to monitor and. maintain the control
of the acid discharge to a level P.H. factor of 7 prior
to discharge into the sanitary system.
If any additional information is required please call me direct
at 201/624-1234.
Very truly yours,
ENGINEERS Incorporated
Joseph M. Morelli,
JMM:rmw j Project Architect
CC: R. Bercr i
A SUBSIDIARY OF
E I 50 Park Place • P. O. Box 39 • Newark, N.J. 07101 . (201) 624.1234. (212) 964-7087 I
INDUSTRIES INC
attachment sheet
May 5, 1977
T0: Mr. R. C. Ring, Assistant Resident Engineer
VIRGINIA DEPARTMENT OF HIGHWAYS AND TRANSPORTATION
FROM: H. Ronald Berg, Planning Director
COUNTY OF FREDERICK, VIRGINIA
SUBJECT: For your information.
ITEM: Site Details/Site Plan :lo. 013-77
Drawing No. 13-01
Project No. 77Z0003
issued 03/15/77
stamped 04/28/77
TECHNICON INSTRMENTS CORPORATION
industrial use on 18 acres
By.
IM : fand
CC: J. 0. Renalds, III, County Adminstrator
,�re�eriz� f�nunt�
Department of Planitittg anb Pe5eloynten#
H. RONALD BERG 9 COURT SQUARE
PLANNING DIRECTOR WINCHESTER. VIRGINIA 22601
J. WILLIAM RILEY. 111
ZONING CODE ADMINISTRATOR
May 11, 1977
Mr. Joseph M. Morelli, Project Manager
SO Park Place
Newark, New Jersey 07101
In Re: Site Plan No. 013-77 (Project No. 77M0003)
Dear Mr. Morelli:
The site plan proposed for Technicon Instruments Corporation has been reviewed
and certain additions are required. As you are aware, the site plan must bear a
Virginia seal, and as we discussed on the telephone a treed screen on the southern
property line.
In addition to the above amendments, additional data is required by the
Frederick County Sanitation Authority and the Department of Building Inspections.
A statement is required about the type of reagents that will be used to process
the product and a list of the chemical names of the hazardous chemicals that will
be stored in the hazardous storage area. The Frederick County Sanitation Authority
requires information regarding the content of the waste water discharged. This
data should be provided in sufficient detail to determine if the discharge is
in complience with the County industrial discharge regulations.
As soon as this information is received and reviewed, I will schedule the site
plan for review by the Planning Commission.
Sincerely,
COUNTY OF FREDERICK, VIRGINIA
4vte-a Zt�pe
H. Ronald Berg
Planning Director
HRB:btr
CC: J. 0. Renalds, III, County Administrator
703/662-4532
7,2
Stor PFgtc by J. Mikes Cory
Aerial View of Land Technicon Is Considering
Technicon May Build Here
By GEORGE M. STODDART
Star Staff Writer
MIDDLETOWN—Technicon, a
Tarrytown, N.Y. based manufacturer, has
presented a preliminary site plan for
construction of a new industry south of
here adjacent to the Western Union plant.
Stephen Weddle, senior vice president
and general consul for Technicon, said
that a statement on the pending land
purchase was drafted this morning, but
has not been reviewed by Technicon
president Guy Charlap.
Weddle said that Technicon manufac-
tures automated instruments which
chemically analyze blood.
AT THE Middletown facility, which, if
built, would hire between 150 and 175
people, "biological material" used in the
automated machine would be produced.
Weddle said that hospitals use the
Technicon product to perform a "20 test
profile" on human blood.
The profile, according to Weddle, checks
levels of glucose, triglycerides, protein
and cholesterol, among other substances.
The product which would be made in
Middletown, would be marketed world-
wide, according to Weddle.
YESTERDAY, a site plan was presented
to Frederick County Planner Ron Berg for
his review. It calls for a 100,000 square foot
plant to be built on 18 acres next to
Western Union.
Western Union Realty Co. owns the land,
and an executive there said the sale is
pending.
Eleven office cubicles are included in
the blueprints. This is an indication that
few management personnel will make the
transfer from New York to Middletown.
Berg said that an engineer for the design
firm which is ironing out the local details
of the purchase said that most of the
employes would be hired locally.
Technicon would be the third industry to
locate in the industrial park south of
Middletown, Stowe Woodward Industries
opened a plant there last year.
LAST WEEK, VDO, a West German
instruments manufacturer, sought in-
dustrial development bonds from the
Frederick County Industrial Development
Authority.
A total of $2 million dollars worth of
bonds were approved.
VDO plans to construct a plant at Fort
Collier Farms located north of Winchester
on Rt. 11 for the manufacture of
speedometers for autos and boats.
WINCHESTER EVENING STAR
Tuesday, April 26, 1977
substations, transmission lines and towers, pipes, meters and
other facilities for the provision and maintenance of public
utilities, including railroads and facilities, and water and
sewer facilities and lines.
3-1-14. Off-street parking as required by this ordinance.
3-1-15. Accessory uses as defined, however, garages or other accessory
structures such as carports, porches, and stoops attached to the
main building. No accessory building may be closer than fifteen
(15) feet to any property line.
3-1-16. Business signs.
3-1-17. Location signs.
3-1-18. Church bulletin boards and identification signs.
3-1-19. Directional signs.
3-1-20 Home occupation signs.
3-1-21. Radio and television towers and their accessory buildings, meeting
all requirements of all agencies having control over their use
and location.
3-1-22. Fire stations, companies and rescue squads.
3-1-23. Frederick County Sanitary Landfill.
3-1-24. Permitted exceptions with conditional use permit:
A. Poultry and egg production, including hatcheries.
B. Fish hatcheries and fish processing.
C. Manufacturing or sale of feed and other farm supplies.
D. Fruit packing plants.
E. Convalescent and nursing homes.
F. Gift and antique shops.
G. Motels.
H. Sawmills and planing mills as defined.
I. Television or radio stations.
J. Hog farms.
K. Restaurants.
L. Cemeteries.
M. Mobile homes.
N. Mobile home parks.
0. Wayside stands.
P. Family camp ground.
Q. Grocery stores.
R. Service stations.
S. Kennels.
3-1-25. Retail and wholesale businesses established before November 1, 1973,
with expansion permitted up to 50% of the square footage of the
original structure.
3-2. AREA REGULATIONS
The minimum lot area for permitted uses shall be one (1) acre.
8
TRANSI
April
TO: Mr. Joseph M. Morelli
50 Park Place
Newark, New Jersey
FROM: If. Ronald Berg, Plam
COUNTY OF FREDERICK,
Post Office Box 601
Winchester, Virginia
SUBJECT: SITE PLAN No. 013-77
Your project No. 77141
ITEMS: 2 copies of aff adavi
1 copy of waste disc
By
HRB : f nd
CC: J. 0. Renalds, III, County Adm
,Enro S P p 13 - 77
18 April 1977
Frederick County Engineering Department,
P. 0. Box 601,
Frederick County, Virginia
Attention: Mr. T. Maccubin,
Chief of Engineering.
Gentlemen:
We have had. numerous telephone conversations concerning our
Client's interest in locating its facility in the Middle
Town, Va., area. This facility will be located adjacent to
the existing Western Union building located. on Route 11.
I am interested. to meet with you to possibly eliminate or
reduce many of the ordinary problems associated, with obtaining
permits and completing application for out of state work. I
have had. much success in the past with this type of meeting and.
I'm sure the same results can be obtained again.
Our meeting would, be held. at the Holiday Inn South located in
Wind.chester, Virginia on 25 April 1977 at 11:30 A.M. If you
are unable to meet with me please contact me at 201/624-1234.
The following persons will also be asked, to attend:
Building Department Mr. Rogers
Dept. of Highways Mr. King
Planning & Develop. Auth. Mr. Berg
Middle Town Water & Sewer Auth. Mr. Brown
JMM:rmw
Very truly yours,
Joseph M. Morelli,
Project Manager
RECEIVED APR 2 1 1977