HomeMy WebLinkAbout018-500-086J1
CO 11-03-86
MCI co NATIONS CORP USE PERMIT- to allow storage of
c.LQRj_WU Chico 4439 imfammables in underground tank,3/19-/86
�new whse & microwave ower) )-r I
1-1"03-86 ZMA 10
r f- - j Const T Ul
: C Pug " n OnbL
Permit#142-8_6B(fi�0
r-0-1 1-030-086 01-3178
MCI 1111,1NALE
4439' HWY 32, CHICO _t
CONT: SPECTRA SITE
COLOCATION CELL TO
018-500-086 06-1963 OFFICE COPY
E RWIRE L 61dq Pe ffnit
4439
Cont: OWNER Add rF.SS'
ANTENNAS(EXTOWER)
'B I � Date: ------ -,
.GAS T,.-,
'Ele
Cric B. -Ir
� 1 S- l �0�(
t
r --
r
Butte County
Code Enforcement Dept.
11-20-86
An Ameri-tech representativeA witnessed the.instal•lation of 6
rock anchors (2 per anchor hole) at the MCI PRE;,Chico micro -wave
site. The rock anchors were installed to a depth of 12'6" (as per
drawing #18886-25iR Fort Worth Tower Company). ,
i
�`Otrv�t� COs/,,
Larry Prince
Ameri-tech Management
t
1-53
j
7bT /V' \ i Phone: 615/361-5670
615/361-5682
Ameri-Tech Management, Inc.
1101 Kermit Drive
.Suite 424
Nashville, TN 37217
roc- w o -4—T C 4.S
CU 0 kd4 ,
`Glc �Co
a Construction Management,
Consulting, Inspection
Telecommunications/Commercial
uiE=si/F.�e-, 2- .: v
e-tqod rye 05
e wG.e it rl Q *0"29
Vf 11
A?, ?' �l-i- �'J f+M'� 7a,f osr;�� �'�-�oa.��►,?'J
A;Q, '.
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-=k�
�144 k.
4t,
Al
ILI
Larry F. Prince
716 Leading Lane
Allen, TX 75002
214/727-8172
PERSONAL Birthdate: 1/31/52' Married'
610" .195 lbs. Excellent Health
EDUCATION Plano High School Graduate 1970
Cook County Jr. College - one year basic study
Peace Corps Spanish Program San Juan, Puerto Rico
Colombia, South America, one year
Basic and advanced real estate and appraisal college courses
EXPERIENCE 1. Surveying (Boundary and Zbpo)
2. Ruad construction
3. Concrete placement and testing
4. Tower and antenna installation
5. Explosives
6. Equipment operation
A. Backhoes (.track and rubber tire)
B. Loaders' ( track and rubber tire)
C. Hydro and conventional cranes
D. Bulldozers
E. Winch trucks
DOMESTIC AND Forty-seven states
FOREIGN TRAVEL North Africa, England, France, Spain, Switzerland, Germany,
Canada, Mexico, Santa Cruz Island, San Nicholas Island, Panama,
Colombia, Venezuela
TRAVEL No restrictions
INTERESTS Hunting, fishing, and target shooting
LANGUAGES Spanish spoken fluently; some knowledge of French
REFERENCES
J. R. Cross, Mgr. Civil Engr. Group, MCI 214/380-4426,
Leonard Muller, Vice -President, Murry Construction- 214/423-1920
IW.40131211'291
1985-1986 E. L. PHILLIPS CONSULTING
Subcontracting for MCI Telecommunications construction of micro-
wave sites.
Responsibilities:
A. Total bid preparation
B. Secure all western states permits on the federal, state,
and local levels
C. Supervise multiple site construction and installa-
tion activities, including contracting field and
civil engineer subcontractors
1983-1985 MCI TELECOMMUNICATIONS
Second Year
Position: Sr..Field Engineer
Responsibilities
A. Supervise and evaluate inspectors on systems
construction
B.:::.Complete site and system inspection for bid; cost
preparation and scheduling
C. Lay'out-sites, towers and roads utilizing survey
instruments
D. Document daily and weekly field construction
progress reports, including manpower and equipment
E. Ooordinate material delivery schedules to meet MCI
construction completion dates
First Year
Position: Field Engineer
Reponsibilities
A. Supervise and inspect layout of communication system
including roads, towers, and buildings
B. Supervise and inspect MCI subcontractors in the following:
--Concrete layout and placement
-Concrete testing
-Building construction
-Tower and antenna system installation_
-Power systems installation
C. Document daily and weekly reports
1979-1983 ELCOM, INC.
Location: San Nicolas Island
Position: Superintendent
Reponsibilities:
1. Bid preparation
2. Coordination of materials and equipment to Island
using U.S. Navy landing craft and helicopter
3. Installation of microwave sites including site layout,
road construction, concrete placement and tower/antenna
installation
-2-
1978-1979 Murry Construction
Location: North Dallas
Position: Superintendent
Responsibilities:
1. Construction of custom homes
2. Supervision of all subcontractors in construction of
homes
3. Ordering all material and setting up delivery to job
sites
4. Completion of homes in timeframe set up. for size of
have
5. Coordination and interaction with city inspectors
6. Scope of work included twenty to thirty homes under
construction at all times
1976-1977 ELCOM, INC.
3:F
Location: Algeria, North Africa
Position: Foreman
Responsibilities:
1. Supervise overseas shipping of material and equipment
2. Supervise unloading of ships and delivery of material
3. Installation of eight microwave sites in desert,
including site layout and leveling concrete mixed on
site by hand and placement
4. Tower and antenna construction
5. Power systems installation
1972-1976 K&B Engineering
Location: forty.states
110 Station microwave system for Norfolk and Western Railway
28 Station microwave system for Southern Railway
90 Station microwave system for Burlington Northern Railway
Position: from laborer to foreman
Responsibilities:
1. Complete microwave site installation including site
survey and layout, road building and site leveling,
concrete placement, building placement, power systems
installation, tower and antenna installation and fencing
2. Coordinate material delivery., schedules to meet customers
and delivery dates
1971 Peace Corps Program, Colombia, South America; one year
-3-
s1 l
` Materials
Enaineerina
File No. 86346
Testing and
Inspection 27 August, 1986
Crane
Certification MCI Telecommunications Corporation
5050 400 International Parkway
Cohasset Road' Richardson, Texas ' 75081
Chico, CA
95926 Attn: Mr. Norman McNally
Gentlemen:
On 20, 21 and 22 August, we provided soil density testing in the
building pad for your project on Highway 32, east of Chico, CA..
A total of three tests were taken at various locations and depths
in the pad. These tests indicated'�\957., 95% and 101% ,relative com
paction, based on Test Method ASTM D698:-- TNi`s'test method, ASTM
D698, was specifed on sheet SS -1 of the county approved project
plans.
The Butte County Building Department has a_standa.r_d_requirement
for e_lative compaction to meet or exc ee d 90% based on Test
Method ASTM 1)1557 �_A tAhe request of the County Building Department,
and with the consent of your.representative, we performed an addi-
tional moisture-density,.test;(ASTM' D1557) on .26 :Augus.t -1986- V
When the field dry densities were compared to the ASTM D1557 test,
the indicated—relative compactions for our previous tests were 91%,
9170 and 9570.J.
Very truly yours.
APPLIED TESTING CONSULTANTS, INC.
--A
J G. Sears, PE
cc: Butte County Bldg. Dept.
(916)
891-6625
ON
I�
iyil
Materials
Engineering
Testing and
Inspection
Crane
Certification
5050
Cohasset Road
Chico, CA
95926
(916)
891-6625
File No: 86346
22 August 1986
MCI Telecommunications Corporation
400 International Parkway
Richardson, Texas 75081
Attn: Mr. Norman McNally
Gentlemen:
On 20 and 21 August 1986 we performed soil compaction testing in the
MCI building pad on Highway 32 east of Chico. Fill material at the
time of our test consisted of a blend of pit run gravel from Stony
Creek and soil removed from the Enterprise Record building site.
In accordance with the project specifications, we obtained a repre-
sentative sample of the blended soil and performed a laboratory
compaction test (ASTM D698) on the -3/4" portion. This test requires
the use of a rock correction during field testing to account for the
portion of material in excess of 3/4". The maximum dry density and
optimum moisture content indicated by this test was 130.1 p.c.f. and
9.4%, respectively.
Due to a relatively large percent of gravel in the +3" range and
somewhat non-uniform blending of the soils, it was our judgement that
nuclear testing methods should not be used to determine field density.
Therefore, sand density test methods were used, in conjunction with
the Corps of Engineers rock correction procedure.
Our first test was taken on 20 August 1986 after approximately 18"
of fill had been placed. This test indicated a relative compaction of
95%, based on the D698 reference curve. Our second test, on 21 August
was taken to verify the fir.st test. At this time approximately 2.0
feet of fill material had been placed and excavation was required to
reach the level of the initial test. Our second test also indicated
95% relative density.
The plans and specifications for this project require 98% relative
compaction (ASTM D698). It is our understanding that your engineer
has approved 95% relative compaction as satisfactory. It is also our
understanding that your engineer has accepted the blended soil as
meeting the allowable soil bearing requirements. We have made no tests
to verify the acceptability of this soil and take no official position
regarding its suitability.
Very truly yours,
APPL ED TESTIK CONSULTANTS, INC.
2 4
oti Sears, PE
CORPS OFENGINEERS
` LABORATORY
RGLC>DEN SIT Y
- SAMPLE TAKEN
LL.1 VAI ION 'IOPC)I'
CON1
PACT NO.
BOTI Chi
"40. ROLLEF; PASSES
DESCRIPTION
TESTED BY
GROUND SURFACE CALIBRATiON
CALIBRATION OF
DENSITY SAND
A.
CON'TAINEP
SANE) TARE
LES
2. WT. OF TARE
Ll
5, WT. CU -FT OF SAND (3/4)
Li
DENSITY DETERIAIIQATIC)N
COMPARISON OF FIELD DENSITY
WITH MAXIMUM DENSITY
F.
%lvl. CONTAINE P
LBS
G. SEE LAB. COMPACTION TEST No.
8. DEGREE OF COMPAC710N
LBS
7.
9. COMPACTION REQUIRE[)
1.
SAND CONTAINE R LEIS
10. OPTIMUM MOISTURE
J.
SAND IN HOLE * CONE (H. LES
K.
SAND IN LOWER CONE 4 PLATE (U.).—
LES
12. Wl'. PASSING' NO. 4 LOS
L-
SAND IN HOLE ONLY (J. -
L13 S
33. TOTAL WT. LOS
M.
DENSITY OF SAND (5.)
LEIS
ROCK CORRECTION
MOISTURE CONTENT
Ag. - E3;�
S.
CONIAINER NUMBER—
DD. CORRECTED WT. SAM=LE G - AA'
LB
453.6
H.
v.7. I)PY SAMPLE
LBS
DD -
FF. CORRECTED UNIT v."T. SAMPLE
LBS/CU-F
V
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LBS
COMPUTED BY
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CONTRACT NO.
CORPS OF ENGINEERS
LABORATORY
FIELD DENSITY
DATE
0A3 -;Z/ -fit
SAMPLE TAKEN
FPOM
ELL VAI ION'IOP OF
C)EPTH TO SAMPLE
PLC
TO
:0�z
LOCATION
TOP BOT70h1
NO. ROLLER PASSES
SOURCE OF MATERIAL
DENSITY NO.
DESCRIPTION
TESTED BY
7,
CALIBRATION
GROUND SURFACE CALIBRATION
DENSITY SAND
A.
CONTAINER NUMBER
1. WT. OF SANDTARE
LOS
B.
WT. INITIAL CUNT'AINCR + SnN;:____—..-_
LBS
2. WT. OF TARE
LB`_.
C.
WT. AFTER CONTAINER + SAND--
__ LBS
3. WI. OF SAND
LBS
D.
WT. SAND (B- C) USE FOR K.
LBS
4. VOL. OF CONTAINER
CU•FT
S. WT. CU -FT OF SAND (3/4)
LBS
DENSITY DETERMINATION
COMPARISON OF FIELD DENSITY
-
C-1
WITH MAXIMUM DENSITY
E.
WET SAMPLE +CONTAINER
LBS
"
6. SEE LAB. COMPACTION TEST NO.
F.
WT. CONTAINER.
2 LBS
7. MAXIMUM DENSITY (LAB. COMP)
LB/CU-FT
G.
MT. WET SAMPLE (E. • F.)
�%�"J LBS
R:
G �
B. DEGREE OF COMPACTION � )
/�`•I
-H.
SAND+ CONTAINER START IFROKI C.)
Z�L 7 LBS
9. COMPACTION REQUIRED
I.
SAND + CONTAINER FINISH
���% LBS
'
/. n
30. OPTIMUM MOISTURE
1e
J.
SAND IN HOLE + CONE (H. - I.)
�L1 LBS
11. WT. RETAINED -NO. 4 LBS
%
K.
SAND IN LOWER CONE + PLATE (D.)
LBS
3 el
12. WT. PASSING NO. 4 LBS
%
L
SAND IN HOLE ONLY (J. - K.)
�' 4 LBS
13. TOTAL WT. LBS
M.
DENSITY OF SAND (5.)
• Cn LBS
ROCK CORRECTION
OF MOLE ( L )
!��� rl •� CU -FT
(Pycnometer or chart method optional)
N.
VOLUME f✓..
P.
UNIT WET 'AFT. SAMPLE 1 G• )
� �• LB!CU-FT
rq.
AA. WT. IN AIR (SAT. SUR. DRY)A'115A % f/y
GMS
R.
UNIT DRY WT. SAMPLE \1P004- v
LB;CU-FT
BB. WT. IN WATER
GMS
MOISTURE CONTENT
AA. - BB.
CU -FT
CC. VOL. RUCK
26.301,
OD. CORRECTED WT. SAMPLE G
L85
S.
CONTAINER NUMBER __—,_,_
453.6
T.
WT t.+01ST. SAr PLE + CONTP INE tr
—_//�JlJ ) �By
EE. CORkECTEO VOL. fIULE E' • CC
H.
CU -FT
U.
V.T..DRY SAMPLE + C'.NTAINCR
�b c`">r 9 - LBS
FF. CORRECTED UNIT V.'T. SAMPLE DD.
EE.
LBS/CU-FT
C0,10PUTED BY
V.
V.I. ('.,I WATE R (I. - U.1.—_------
/ LBS
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PROJECT
FE.ATUR
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LOCAL ION
on 7-
50011C^E OF MATE PIAL.
DESCRIPTION
A.
B.
C.
O.
ii
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0
CORPS OF ENGINEERS
LABORATORY
FIELD DENSITY
+N _ S< J - i
5/1-tAPLE TAKEN
EL.LvAII()N'I OF OF: CAMPLL.,
BOTTOM
TESTED BY
GROUND SURFACE CALIBRATIONI CALIBRATION OF
` DENSITY SAND
CONTAINER
I!'T. INII IAL G:)NT'A,iNEP •+ Sr\ ..__......
WI . At'i ER. CONT AIIVE It z, ANI.) _..-__....
VVT. SAND (E - C) USE FOR K.�—_.......__
DENSITY DETERMINA•I-ION
E. WET SAMPLE + CONTAINER______—
''/ / LBS
WT. OF TARF----__...---
F. \NT. CONTAINE'F! —.—__—_.......____.___.Z.L�L
772-
LB;
G. WT. WET SAMPLE (E. • F.)------'---.-'---'L'_�
LBS
H. SAND + CGL.II AINER STAI>'I (r UOAi C.) ...._._.......
.../ .�1,2_/ . LBS
I. SAND + CONTAINER FINISH_—_—,__......_.__...
_._.._..rf LBS
I.)
LBS
J. SAND IN HOLE + CONE (H. -
--f-_I=-':�—
K. SAND IN LOWER CONE + PLATE (D.)
-,Zle� 3_ LBS
L. SAND IN HOLE ONLY (J.. K.)
__.�Q.5 L85
M. DENSITY OF SAND (5.) _—_—______�1"l_�
LBS
N. VOLUME OF HOLE-__.__-__._._-__,..p.C2�_�_
G<
C U - F I'
WT. OF SAND' TARE _
LI
WT. OF TARF----__...---
LI
VOL. OF CONTAINE'. r(
CU -1
WT. CU -FT OF SAND (3/4)
LI
COMPARISON OF FIELD DENSITY
L WITH MAXIMUM DENSITY.
G. SEE LAB. COMPACTION TEST NO.
?. raAXiMUIVI DENSIT-Y (L.AB. COMP) L B/CU•F
6. DEGREE OF COMPACTION
7.
4. COMPACTION REQUIRED
10. OPTIMUM MOISTURE
11. WT. REI'AINED NO. 4 LBS
12. t•,'T. PASSING NO. 4 LBS
13. 'TOTAL Wl'. LBS
ROCK CORRECTION
(Pycnomerer or chart method optional)
P.
UN II' WET '✓✓T. SAMPLE ( )-___..___-/.
LBICU-FT
fJ'
/ P
AA. IVT. IN AIR ISA,. S_'^. DRY)
� G'N
R.
UNIT DRV aVT. SANIPLC 100 + V).,._,_�.___..
,._._. ..._._...—...LFi:CU•F'I'
BB. WT. IN WATER
GM
MOISTURE CONTENT
AA.. BE.
C, VOL. ROCK — -
CU -F
_a.3ui,
AA.
S.
CCttaFINERNUFJIBCR—_,_—.._.
A
DO. CORRECTED W1. SAMZLE G •
LB
...._.
r.+r;IST. SAMPLE + CI-iLJTA ir.E'r•
n-9453.6
y �J
EE. CORRECTED VOL. W.A.E H • CC
CU -F'
T.
\•: ;
_.. —LRS
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/ 2 C _
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DO
F'F. CORRECTED UNIT \':l. SAMPLE EE.
LBS/CU•F
LBS
CC?.'.rP ED BY
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OLInCC OF MATE P;AL
7->z
CORPS OF ENGINEERS
---LABORATORY
z
FIELD DENSITY
------ . .....
J!\ I r.
SAMPLE TAKEN
TO
—[,.'A I I _0 N 1 0 P -OF SPL.[
i 'i i, *1 0 SA!,'.0L L
BOTTOM
NO. ROLLE P. PASSES
DENSITY NO
DESCRIPTION
E.
WET SAMPLF + CONTAINER—
72- LBS
TESTED BY
G. SEE LAB. COMPACTION TEST NO.
F.
WT. CONTAINER
GROUND SURFACE CALIBRATION
CALIBRATION OF
LBS
7. N-IAXIMUM DENSITY (LAB. COMP)
t P/CU-F
G.
DENSITY SAND
A.
CONTAINEP
Ff.
1.
WT. OF SAND TARE
L1
B.
wl' -('411 1.1"L P
2.
WT. OF TARE -------
—LI
C.
WT. Ar,i EIR. CONIAINE14 + bAND
LEIS
vvi. OF S;-^JO_._-._._—.
LI
O.
VvT. SAND (15• C) USE FOR K.
LBS
4.
VOL. OF C ONTAII<c R
WT. CU -FT OF SAND (3/4)
CU -1
L
LBS
DENSITY DETERMII\IATION
COMPARISON OF FIELD DENSITY
WITH MAXIMUM DENSITY
31. WT. RETAINED NO. 4 LBS
K.
E.
WET SAMPLF + CONTAINER—
72- LBS
G. SEE LAB. COMPACTION TEST NO.
F.
WT. CONTAINER
L65
LBS
7. N-IAXIMUM DENSITY (LAB. COMP)
t P/CU-F
G.
WT. WET SAN1PLE (E.
8. DEGREE OF COM -PACT ICN(
7 ,
Ff.
SAND + CONTAINER STAP'I t"
LBS
9. COMPACTION REQUIRED— 49g
2
I.
SAND 4 CONTAINER
LBS
10. OPTIMUM M,01STURE
J.
SAND IN HOLE + CONE (H. - 1.)
LBS
31. WT. RETAINED NO. 4 LBS
K.
SAND IN LOWER CONE 4 PLATE (D.)__�
LEIS
12. WT. PASSING NO. 4 LBS
L.
SAND IN HOLE ONLY (J. - K.)
LBS
LBS
33. TOTAL WT". LBS
M.
DENSITY OF SAND (5.)
ROCK CORRECTION
OF HOLE (- L
CU -FT
(Pycoometer or Chart method optional)
N.
VOLUME
M.
P.
UNIT WET vvT. SAMPLE
z A,8; LB.ILU-FT
AA. v,'T. IN AIR (S,�!,T. SuQ. C,F,1,1)
G"?V
R.
UNIT DRY WT. 5ANIPLE
B6. WT. IN WATER
GM
MOISTURE CONTENT
AA. - Be.
C,,' VOL. ROCK - 28.3(ji,
CU -F
S.
CCINIAINER
tl
DD. CORRECTED W1. SAKI°LE G - AA'
453.6
LE
T.
%,.,; 0CISI. SAMPLE + CONTP Ir,!F'r
EC. CORRECTED VOL. I 1:.A.E 1:_ • CC
CU -F
I.
v,'!. OPY SAMPLE CONTAIN17 Ff
LBSFF.
CORRECTED UNIT �',I SAMPLE 2D. EE.
LBS/CU-F
V
V.I. h W P (I
LBS
C E) BY
\•:I I),
LBS
rHECKED BY
I. (L ......__/._......---'-----
V17
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c
MCI Telecommunications
Corporation
F 400 International Parkway
MCI Richardson, Texas 75081
214 783 4900
December 10, 1986
Mr. Mike Vieira
Butte County Department of Public Works
7 County Center Drive
Oroville, CA 95965
Reference: Chico, CA - Sacramento, CA
Project Number: 03538
Dear Mr. Vieira:
As we discussed on Tuesday 12/9/86 enclosed are three copies of the
compaction tests completed at MCI's site in Chico, CA. These tests
were performed by Applied Testing Consultants on August 20, 21, and
22 per MCI specifications and then again on August 26, 1986 per
Butte County specifications. Copies were then sent to Butte County
as this was required prior to building concrete installation.
As noted in the report three test locations were used (all in' the
vicinity of the building foundation) and Butte County specifications
were met. No additional tests were completed as all site fill was
placed simultaneously using the same methods and materials.
In reference to your questions concerning the guy anchors; the
anchors will be installed 3' into rock with 6" abo ev grade. The
dimensions will then be 3 X 11' X
It is my understanding that these test result copies along with
copies of the erection prints and tower analysis previously
delivered are all that is required for your approval for us to
continue work. I will call you tomorrow afternoon (12/11/86) to
confirm this and insure everything was received.
If you have any questions please call me at 214/380-4432.
Sincerely,
fl'�X
Thomas E. Shepherd
TES:mc/0602v
cc: J. Helms
L. Stielegmar
; AIL
PORTERFIELD CONSTRUCTIONCO.
GENERAL CONTRACTOR -
TOWER & BUILDING FOUNDATION & GENERAL SITE WORK
JERRY PORTERFIELD
402 S. HWY. 7 OFFICE 816.987.3185
PLEASANT HILL, MO. 64080 RES. 816$65-3413
i
� Al�e4 a,.O( �,
AIM aj,-,
107 Beaver Brook Road
Lincoin Park,-N:J. 07035
(201) 623.8700
TELEX 134232
M-11 �11
.301 Marmon Drive 11526 Sorrento Valley Road
.Lernont. ill. 6,0439 San 0ii4o, California 92121
(312) 739-1100 (619) 755-6787
TELEX 253621 TELEX 182784 PLEASE REWT TO:
j 0 0
CUSTOMER NO. 04-1041
I PCj-'R'T=_RFIE!_D CON�-)—
402 S HIGHWAY Wil -L.. 3/13 1/3h.
SHIP
SOLD F-L!,=_Ac_ANT HILLi, HO TRUCK13 LiGiCK
-T TERMS
TO MG 6A080 TO r
oF"
..NET. 30
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i is
USE PERMIT
BUTTE COUNTY PLANNING COMMISSION DEC 13 2002
DATE: (Certified Mail Rec.)
UP 02-14
PERMIT NO.
011-030-086
ASSESSOR'S PARCEL NO.
Pursuant to the provisions of the Zoning Ordinance of the County of Butte and the special
conditions set forth below: Ubiquitel Leasing Company is hereby granted a Minor Use Permit in
accordance with the application filed: Use Permit to install three 4 square foot flush -mounted
panel antennas at a height of 100 feet on an existing 161 -foot lattice tower, and as many as three
ground -mounted equipment cabinets on a concrete slab located at on the north side of Highway
32, approximately 3,500 feet east of Yosemite Dr. Chico.
1. Failure to comply with the conditions specified herein as the basis for approval of
application and issuance of the Use Permit, constitutes cause for the revocation of said
permit in accordance with the procedures set forth in the Butte County Zoning Ordinance,
including Butte County Code Sec. 24-45.65.
2. Unless otherwise provided for in a special condition to this use permit, all conditions
must be completed prior to or concurrently with the establishment of the granted use.
The use granted by this permit must be established within 24 months of the date of
approval. .
3. Minor changes may be approved administratively by the Directors of Development
Services, Environmental. Health, or Public Works upon receipt of a substantiated written
request by the applicant, or their respective designee. Prior to such approval, verification
shall be made by each Department or Division that the modification is consistent with the
application, fees paid and environmental determination as conditionally approved.
Changes deemed o be major or significant in nature shall require a formal application for
amendment.
4. If any use for which a Use Permit has been granted is not established within two years of
the date of approval, the permit shall become null and void and reapplication and a new
permit shall be required to establish the use. A Use Permit subject to lapse may be
renewed for an additional period of up to one year, provided that sixty (60) calendar days
prior to the expiration date, an application for renewal of the Use Permit is filed with the
Planning Division on the prescribed form and accompanied by the necessary data and
fees.
5. The terms and conditions of this permit shall run with the land and shall be binding upon
and be to the benefit of the heirs, legal representatives, successors, and assigns of the
Permittee.
1
6. Neither the applicant, nor any agent nor representative of the applicant shall intentionally
omit or misrepresent any material fact in connection with the application. Any alleged
material misrepresentation shall constitute grounds for the Director of Development
Services to commence a revocation hearing, and, if proven to exist, shall constitute
sufficient grounds to revoke a permit.
Conditions of Approval:
Planning Division:
1. The new antennas shall be painted to match the color of the tower at the height they will
be located.
2. The Facility must meet or fall within current standards and regulations of the FAA, the
FCC, the County, and any other agency of the Federal or State government with the
authority to regulate such Facilities.
3. The installation of the Facility shall comply with all applicable building and electrical
codes.
4. No advertising or display shall be permitted on the Facility.
5. The placement of any antenna or structure shall not adversely affect any on-site sewage
disposal system or its repair area without written approval from the Division of
Environmental Health.
6. The installation of the Facility shall not violate any existing deed restrictions.
7. The Facility shall have a twelve (12) foot wide all-weather access to a publicly
maintained road capable of supporting a forty thousand (40,000) pound fire apparatus
with fifteen (15) feet of vertical clearance.
8. The Facility shall_ fall v ithin current standards and regulations of the FAA, the FCC, and
any other State and/or Federal agency with the authority to regulate such Facility. If such
standards and regulations are changed, the property owner or responsible party shall
bring the Facility into compliance with such revised standards and regulations within
ninety (90) days of the effective date of such standards and regulations, unless a more
stringent compliance schedule is mandated by the controlling agency.
9. There shall be no outdoor vehicle or equipment storage except for emergency purposes.
10. The Facility or combination of the Facilities on the site shall not generate, at any time,
electromagnetic frequency radiation (EMF) or radio frequency radiation (RF) in excess of
the FCC adopted standards for human exposure, as amended over time.
2
11. If it is found that the Facility is or will be detrimental to the health, safety, or welfare of
persons working or residing near such facility, then the service provider(s) and property
owner shall be jointly and solely responsible for the removal, adjustment, or replacement
of the Facility. In no case shall the Facility remain in operation if it is found to create a
hazard to health, safety, and welfare. The Facility shall not be found to create a hazard to
health, safety, or welfare as a result of EMF or RF emissions from the Facility so long as
it meets all current standards established by the FCC, pursuant to FCC OET 65.
Prior to issuance of the building permit for the installation of the Facility, the applicant
shall post a performance security in an amount and form determined by the Director of
Development Services that is sufficient to cover the cost of a one-time test by a radio
frequency consultant selected by the County, sufficient to determine whether the
Facility's RF/EMF emissions comply with FCC standards. If the Facility's emissions are
determined to exceed FCC standards; the applicant is required to pay for such other tests
and other corrective measures as are necessary to establish compliance with FCC OET 65
and its successors and such noncompliance shall constitute sufficient grounds to
commence a permit revocation hearing which may lead to permit revocation. The
applicant shall cooperate in all respects with the County's consultant to assist the
consultant to reach his/her conclusion.
12. All Facilities that are not in continual use for a period of six (6) months shall be
considered abandoned. Abandoned Facilities are hereby designated as unlawful and as
public nuisances, requiring no amortization period. If the Director of Development
Services determines that the Facility is abandoned, the applicant may be required to
remove all equipment belonging to the applicant from the premises and return the site to
its original condition within thirty (30) calendar days of receipt of notice to abate. If such
Facility is not removed and the site returned to its original condition within thirty (30)
days, the County may remove the Facility at the applicant's and/or land owner's joint and
several expense.
13. All equipment cabinets shall be screened from view with a minimum six (6) foot tall
wooden fence surrounding the equipment pad. All screening treatments, including
landscaping, shall be maintained as approved for the life of the Facility.
14. The Facility may not encroach into, under, over, above, or upon any public street in the
unincorporated area of the County in the absence of a valid encroachment permit from
the County.
15. The owner/operator of the Facility shall annually submit a written verification, attested to
under penalty of perjury, signed by both the owner/operator and an FCC licensee in the
employ of or retained by the owner/operator, that the radio frequency
radiation/electromagnetic frequency (RF/EMF) emitted by the facility conforms to safety
standards set forth in FCC OET 65. The reports prepared for the Facility shall conform
to reporting requirements set by the FCC and the County. The reports shall be submitted
to the Planning Division no later than January 31 of each year.
16. The Facility shall be secured at all times to prevent access by the public.
3
17. The project site shall be developed in accordance with the approved project site plan and
the conditions contained herein. Said site plan is on file in the Planning Division, is
identified as "Exhibit D" and date-stamped November 21, 2001, and is incorporated
herein by this reference.
18. Prior to use of this project, the applicant shall contact the Planning Division for a field
inspection to verify all conditions of approval and ordinance requirements have been met.
19. Applicant must comply with all other applicable State and local statutes, ordinances, and
regulations.
Building Division
20. Building permits are required for the antennas and equipment cabinets. Engineer design
calculations are required to verify adequacy of existing tower structure and footings when
additional antennas are installed.
I hereby declare under penalty of perjury that I have read the foregoing conditions, that
they are in fact the conditions which were imposed upon the granting of this use permit, and that
I agree to abide fully by said conditions.
Dated: /Z DZ OZ- 1aMZ4'1-n
Applicant
NOTE: Issuance of this Minor Use Permit does not waive requirement of obtaining Building
and Health Department permits before starting construction, nor does it waive any other
requirements.
Bu e County Planning Commission Chairman
CC: Land Development Division
Building Division
Environmental Health Department
Butte County Fire Department/CDF
Assessor
4
MASONRY WALLS N E S W
1 st Lift
2nd Lift
3rd Lift
4th Lift
5th Lift
6th Lift
FIRE WALLS Occupanc , Area, Property)
Gypsum Board 1st Layer 2nd Layer
Walls
Ceiling
. r.
V
COMMERCIAL 03 ,06
011-030-086 Q -24
MCI '
4439 HWY 32, CHICO a
{ CONT: SPECTRA SITE
} COLOCATION CELL TOWER
OFFICE COPY
Address
GAS
Meter By Date
ELECTRIC
Meter By Date.': *`O3
JOB FINALED (Date) j'Zt•�3
Signature
.�
V=OK
O=Not OK
- = Not Applicable COMMERCIAL
= Not Ready
-
Date
UNDERFLOOR (Plans) OK except p's
Date
FRAMING (Continued)
1. Zoning -Setbacks -Easements -Flood -Slope -Soil Report
_
46. Hangers -Post Caps -Anchors -Connectors
2. Ftg., Main; Soils-Ufer Ground.-Ftg. Depth
47. Roof Shthing-Nailing-Diap.Chord Splice
3. Hold Downs -Bolts -Straps -Embedment -Hair Pins
48. Firewall-Doors-Area-Occp.-Prop.
4. Concrete -PSI -Cert -SP. insp.-Loc.
49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles
5. Stemwalls, Main; Steel-Blockouts-Wrapped
50. Glu -Lam cert. -Placement -Support
6. Reinf. Steel -Grade -Placement
51. Steel Buildings-Purlin-Girders
7. Slab: Steel -Wrapped -Wire Mesh
52. Property Line Firewall & Openings
8. Piers -Steel
53. Ext. Doors -Handicap Access
9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test
54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection
10. Gas Pipe: Size -Anchors
55. plywood on Roof Overhang -Attic Vents -Rafter Outriggers
11. Water Pipe; Test -Anchor -Regulator -Service Test
56. Siding -Nailing Veneer
12. Electric; Underground, Underslab
57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access
13. Pienums & Ducts: Clearance -Material -Support -Ins.
58. Glazing Area -Glass Protection -Skylights -Plastic -Fire Port.
14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples
59. Shear Walls -Plywood-Nailing-Conn to Roof
15. Masonry -Rebar -Lifts
60. Insulation -Walls -Ceilings
61. Infiltration -Walls -Windows
Date
Card B-1 Date Card B-1
62. Corridors -Openings -Fire Protection -Framing
Date
Card B-1 Date Card B-1
Date
PLUMBING (Permit) OK except It's
1C Water Htr.; Vent -Access -Combustion Air -Baffle
Date
Card B-1 Date Card B-1
17. Water Pipe; Test & Anchor -Nail Protection
Date
Card B-1 Date Card B-1
18. D.W.V.; Test -Fittings & Anchor -Nail Protection
Date
FINAL (Plans) OK except #'s
19. Sinks -Floor -Grease Trap
63. Ext. Steps -Door & Sidelight Protection -Landings
20. Hand icap-W/C-Backing
64. Exits -Size -Number -Placement
21. Gas Pipe; Size & Anchors - Firewall Penetrations
65. Furnace; Vents -Clearance -Comb. Air -Connector -
In Garage; Above Floor-Ducts-Mech. Protection
66. Sprinklers -Placement -Test
Date
Card B-1 Date Card B-1
67. Suspended Ceiling -Seismic -Wires -Flet -light &Mech.
Date
Card B-1 Date Card B-1
68. Elec. Trim & Subpanel; Breaker Sizes &Labels
Date
ELECTRICAL (Permit) OK except a's
69. Stairs & Rails
22. Fixture & Transformer Clearance -Ins. Protection
70. Handicap -Door Levers -Fin. Floor
23. Single Phase -Three Phase -Equip. Bond
71. Elec. Outlets at Wood Panel; Int. & Ext.
24. Size Boxes & No. of Conductors -Stapled
72. Wtr. Htr.: Vents -Clearance -Comb. Air-Connector-P.R.V.
Above Floor-Mech. Protection
25. Romex Installed Close to Edge of Studs & C.J.
26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water
73. Plb.. Elec. & Mech. Equip. Listed for Location
27. Wiring -90° -Protected -Color Coded
74. Insulation -Foam -Looked in Attic 13 Yes
28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga.
Cu or At
75. Guard Rails & Deck Construction -Post Caps
76. Fdn. Vents Crawl Hole Door -Drainage &Wood -Earth
Clearance looked under Floor O Yes
L
29. Fire Resistive-Fixture-Conduit-G.F.I.-Susp. Ceiling
30. Service -Riser Conductors & Ground -Main Disconnect
77• Stucco; Brown -Finish
31. Equip. Clearances Panels-Motors-Mech. Equip.
78, A.C. Unit; Disconnect, Electrical, Plumbing
32. Fire Wall Penetrations
79. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to
Openings
80. Water Well; Disconnect, Electrical, Plumbing
Date
Card B-1 Date Card B-1
81. Exterior Elec. Trim; G.F.I. Receptacle -Underground
Date
Card B-1 Date Card B-1
82. Off Site -Parking -Handicap
Date
MECHANICAL (Permit) OK except a's
83. Glass Protection
33. A.C. Ducts Insulation & Support
84. Corrections from Previous Inspections
34. Vent Fan; Exhaust above insulation
85. Gas Test -Meters Tagged; Gas -Electric
35. Condensate Drain & Overflow; Size & Grade
86. Water & Sewer Connected -C/O to Grade -HD Approval
36. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet
87. Energy Compliance Certificate -Other Certificates
37. Attic Access & Platform if Furnance in Attic
88. Roofing Certificate -Fire Rating
38. H. V.A.C.-Ventilation-Roof Access
39. Smoke & Fire Dampers
Date
Card B-1 Date Card B-1
Date
dard B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Comments at Final:
Date
Card B-1 Date Card B-1
Date
FRAMING (Plans) OK except R's _
40. Sits, Proper Material & Anchors -Hold Downs
41. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound
42. Bearing Walls over Girders & Floor Nailing
43. Draft Stop in Walls (rat proof)
44. Fire Stops; Furred Ceilings -Stairs -Chases
45. Headers & Beam -Size & Bearing -Support Fix.
Certificate of Occupancy
(NOTE: An entry must be made each
time you visit the job site)
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drivit • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO.
(Rev.12/96) APPLICATION AND PERMIT 03-0076
ASSESSOR PARCEL NUMBER
011-030-086
ZONING
BUILDING PERMIT
OWNER MCI/UNISITE
TELEPHO900-UNI
IT49. FT. OCC. BUILDING VALUATION
OWNERS MAILING ADDRESS
.A 3450 BUSCINOOD PARK DR, STE 240, TAMPA FL
CONTHWCTOR'S NAME
u Y 1
TELEPHONE
-
CONTRACTOR'S MAIUNG ADDRESS
CONSTRUCTION LENDER
Fireplace
LENDER'S MAILING ADDRESS
Total Valuation $ 20.00.00
ARCHITECT OR ENGINEER
LICENSE NO.
Filing Fee $
20.00
Permit Fee $
207.00
ARCHITECT OR ENGINEERS MAILING ADDRESS
Plan Checking Fee $
134.55
BUILDINGADDRESS 4439 HW _32, CHICO
Energy Plan Checking Fee $
$
PERMIT FEE $
LOT NO.
SUBDIVISIONS NAME
PARCEL MAP
PLUMBING PERMIT
Filing Fee 20.00
USEOFSTRUCTURE
SF ❑ Duplex ❑ Mobilehome ❑ Other COMMERCIAL
SPECIE
Each Trap
7.00
Solar or heat pump water heater
23.00
Water piping
15.00
Each as water heater or vent
15.00
TYPE OF WORK
New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑
Describe Work: CO LOCATION FOR TOWER LIP #02-14
Gas piping system 1 - 5 outlets
15.00
Building sewer
15.00
Mobile Home IS I G1 W
920.00
PERMIT FEE S
ELECTRICAL PERMIT
Fling Fee 20.00
800VOR UE
Main Service xo.A OR LESS
23.00 23.00
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my license is in full force and effect.
License Class LIC. No.
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractors License
Law for the following reason:
❑ I, owner of the property, or my employees with wages as their sole compensation,
ill do the work, and the structure is not intended or offered for sale.
I, as owner of the property, am exclusively contracting with licensed contractors
to construct the project.
❑ 1 am exempt under Sec. Business and Professions Code for this
reason
WORKERS' COMPENSATION DECLARATION
1 hereby affirm under penalty of perjury one of the following declarations:
❑ 1 have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for bye section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
❑ 1 have and will maintain workers' compensation insurance, as required by Section
3700 of the Labor Code, for the performance of work for which this permit is issued.
My workers' compensation insurance carrier and policy number are:
Carrier
Main Service TO t
46.00
WEE200A
NEW CONST. DWELLING OCCUP.
U
OR (
SO
3.5¢FT:
cDNS.
MUACCO�
NON RESID. NTC1. 97.50
POWER APPARATUS
8 SINGLE OUfLEr CIR.
.00
EX. Occup. OUTLET OR FDRURES SAL @ I. 0
Ex. Occup. o'TEEDr8 a slD.°ERa 5.00
Temporary Service 23.00
Mobile Home Facilities 20.00
Misc. Wiring 23.00 23,00
PERMITFEE S
66
MECHANICAL PERMIT Filing Fee 20.00
Heating
Cooling
Hood 6.50
Ventilation
PERMIT FEE $
Policy Number
(The above sections need not be completed if the permit is for work of a valuation
of one hundred dollars ($100) or less.)
❑ 1 certify that in the performance of the work for which this permit is issued, I shall
not employ any person in any manner so as to become subject to workers'
compensation laws of California, and agree that if I should become subject to the
workers' compensation provisions of section 3700 of the Labor Code, I shall
fo with comply, tho a provisions.
X t�l'.� Dat 1-70
Signature of Applicant - ❑ Owner ❑ Contractor Agent
An OSHA permit is required for excavations over 60" deep and demolition or construction
of structures over 3 stories in height.
Mobile Home Installation Fee $
Energy Inspection Fee $
OCC
CONST. TYPE
TOTAL FEE $ 27.5
HA2.
D. FEES IMP
FLOOD
CDF
PARCEL PD
HD
XUE
I1
This permit is hereby issued under the applicable provisions
of the Butte County Code and/or Resolutions to do work
indicated above for w ich fees have been paid.
By Date
PERMIT EXPIRES ON 148 q
I Pate)
ReceiptNo. d
WHITE-D.D.S.-B.D. CANARY -AS SSOR PINK -INSPECTOR GOLDENROD -APPLICANT
- �Ct
-rLeow OA-jupeyt-ri .
ICO I
I �-v V t � �c I N (� /�'✓� J� 1Z- o 1/ L- J 13 1+\SAYWG
p-44- 0 1
T-V� A -T 5
(17
At*J
ASS ---. teY,--r y I , Z 3 (0 1 • '
lyP L i e--. AN T Ne;eo S -t'D AJ f2-tFW2.j\j.
Disc 0 51 '� v\jl M >i-/-rA4oKe-LA-N ij
S
By: MEM '
NorthStar 20 DECLARATION DRIVE
Date: 7/21/01 CHICO, CA 95973
Job No: 7435 ENGINEERING 530-893-1600
Page of 'FAX 530-893-2113
PARTIAL LATERAL DESIGN`''
LINES: 3, 6, & 7 COMPLY WITH U.B.C. SECTION 2320,
THEREFORE NO ANALYSIS REQUIRED
SHEAR WALL LINE 1: (TAP FLOOR)
INDICATES LENGTH OF DIAPHRAGM
WITHOUT SHEAR PANEL, TYP. - \I ",,-
Ll
/
L1 LLsw1 I, L2 LLsw2 L L3 LLsw3 L L4
INDICATES SHEAR WALL
PANEL,SECTION, TYP.
A
L5 LLsw5 L L6
L1= 2 F .Lsw1= 8FT ,,
o
L2 = 16.75 FT Lsw2 = 0 FT
L3 = 0 FT Lsw3 = -- 0 FT
L4 = 0 FT Lsw4 = 0 FT
L5 = 0 FT Lsw5 = 0 FT
L6 = 0 FT
TOTAL LENGTH OF WALL (L) = 26.75 FT
SHORTEST LENGTH OF SHEAR WALL = 8 FT
LATERAL SEISMIC FORCE ON WALL (Vs) = K * W = 1.46 K
LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = 2.11 K
LATERAL FORCE THAT GOVERNS V = 2.11 K WIND GOVERNS
WHERE
CONSTANT FOR SEISMIC CALCULATIONS (K) =
0.143
TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) =
263 FT
DEAD LOAD OF DIAPHRAGM (DL) =
0.015 KSF
LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) =
39 FT
LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) =
7 FT
HEIGHT OF TRIBUTARY WALLS (Hwall) =
9 FT
DEAD LOAD OF WALLS EXTERIOR (Dlwext) =
0.016 KSF
DEAD LOAD OF WALLS INTERIOR (Dlwint) =
0.01 KSF
TRIB. WEIGHT OF SHEAR WALL (W) = AREAs * DL + Hwall * (Lwext
* Dlwext + Lwint * DLwint)
W =
- 10.19 K
TRIBUTARY WALL AREA FOR WIND (AREAw) =
91 FT^2
WIND PRESSURE (P) =
0.0232 KSF
LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5)
V = 0.264 KLF
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 COUNTY CENTER DRIVE - OROVIILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541
PERMIT APPLICATION DATA SHEET
G 1011 •
OWNER: - ASSESSOR PARCEL,N�iJ.MBER:
Proposed Building Use:C�1 k C'N 'D �n ! Building Inspector: ''JJ�����' Date:
At time of permit application, I was advised the following data must be submitted prior te�ermit processing and/or issuance:
Date Received By
❑ 1. All items have been submitted.............................................................................................................
❑ 2. Plot plans, 3/4 sets, signed by the preparer of plans............................................................................
❑ 3. Complete plans, 3/4 sets, signed by the preparer of plans...................................................................
❑ 4. Engineered plans and calculations, 3/4 sets, with wet signature on plans.
All engineering must be shown on plans.............................................................................................
❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes!
❑
❑ 17. P annt
6.
Energy Design Compliance and supporting documentation................................................................
❑
7.
Statement of Intent for Non -Heated and A/C Buildings......................................................................
❑
8.
Hazardous Material Form.................................................................................................................... -
❑
9.
Manufactured Home Data and Installation Instructions including Tie Down Specifications ..............
❑
10.
Fees of $.......................................................................................................... -
❑
11.
Impact Fees as shown on the attached schedule..................................................................................
❑
12.
California Department of Forestry Plan Approval/Fees...................................................................... _
❑
13.
Flood Elevation Certificate.........................................:........................................................................
❑
14.
Sanitation and Plot Plan Approval Environmental Health Department..........
❑
15.
City of Chico Plumbing Permit............................................................................................................ -
❑
16.
Plot Plan and Business License Approval from the City of Biggs ....................................................... _
U Bk
1 A If AP '
ng pprova or ( ) se. ( ) ar tng.
❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel ........................... -�--
v ...r
❑ 19. Encroachment Permit for Driveway (construction approval prior to occupancy) ...............................
❑ 20. Pre -Inspection for required. Request to Building Inspector (Date)
❑ 21. Contractor's License Information (Number, Name Style, Classification) ...........................................
❑ 22. Workers' Compensation carrier and policy number..............................................................................
❑ 23. Owner -Builder Verification (❑ Given to Owner, ❑ Mailed to Owner) .............................................
❑ 24. Letter of Signature Authorization........................................................................................................
❑ 25. Recorded Copy of Agricultural Acknowledgment Statement..............................................................
❑ 26. Letter of Intent on Building Use/Detached Accessory Building Form ................................................
❑ 27. Manufactured Home Utility Clearance................................................................................................ G •3
❑ 28. Existing violations and/or expired permits..........................................................................................
❑ 29. ❑ 433 A, ❑ Granteed,, ❑ M.H. Title, ❑ Check to H.C.D. $ .....................
30. Other ��° l�X�, �U Q r"n G /3 D
hen you issue the permit, process asfollows:J� Mail to Owner, ❑ Mail to t t-rctor.
QQ Telephone VZO q 2.�c10 and hold for pickup at 0'� o fice. ❑ Deliver with Inspector.
i��i� [7cvq he t�tt1
Applicant: Date: 'd
J
Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By:
Copy of Plans sent ❑ Health Department, ❑ Fire Department, ❑ Other Date: By:
1. Index permit Application for the above items numbered: ❑ Plan Check List
2. Additional items required:.
Contractor, designer, owner, was advised of the above required data by: ❑ phone, ❑ mail, ❑ Building Division counter, By: Date:
Contractor, designer, owner, was advised of the above required data by: ❑ phone, ❑ mail, ❑ Building Division counter, By: Date:
Contractor, designer, owner, was advised of the above required data by: ❑ phone, ❑ mail, ❑ Building Division counter, By: Date:
Contractor, designer, owner, was advised of the above required data by: ❑ phone, ❑ mail, ❑ Building Division c unter, By: Date:
Plans reviewed by: 9 Date: Plans reviewed by: Date: to Oz
Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: 6 Z
Yellow Copy - Department of Development Services - Building Division
NM=RICAN TOWER
November 19, 2002
Matt Moreland
Ubiquitel PCS
5355 Capital Court, Suite 103
Reno, NV 89502
RE: Structural Analysis, Chico, CA 165 ft.Guyed Tower, B&T Project #25001
Dear Matt:
Enclosed is a copy of the Structural Analysis that was performed for Ubiquitel PCS'
collocation of six (6) EMS RV65-1802DP panel antennas at the 110 ft RAD center.
If you have any questions, please do not hesitate to contact me at Tel: (407) 944-9116,
ext 117, Fax: (407) 944-9739, or by e-mail: ray. French(a)-americantower.com
Sincerely,
aymond L. rench
UNlsite Managed Properties
Encl: a/s
'rz>
lto PVA -1
I U, I
guftzr/\Y"C> 4vt's vo!
.5-30 -S9S/ -7S-V/
AMERICAN TOWER CORPORATION A 4540 OLD TAMPA HIGHWAY, KISSIMMEE, FLORIDA 34746 A 407/944-9116 A FAX 407/944-1105
•01/10/2003 FRI 14:50 FAX 8134902445 RICHLAND
UNlsite
4750 Old Tampa Highway
Kissimmee, FL 34736
January 10, 2003
VIA FACSIMILE: 530-538-2140
Butte County
Dear Sir or Madam:
This letter authorizes Mr. Matt Moreland to pick up Butte County Permit Number
030076 on the behalf of UNlsite/MCI Worldcom for work at the Chico, CA tower
site.
UNlsite has management rights for MCI Worldcom towers sites under an existing
Site Sharing and Master License Agreement.
If you have any questions, please feel free to contact me at 813-340-3016.
Sincerely,
UNlsite
✓1.Q�,�
R French
Director, UNlsite Managed Properties
0002/002
J
H. KLEINFELDER & ASSOCIATES
GEOTECHNICAL CONSULTANTS - MATERIALS 7ES7INO
930 -Merchant Street
Redding, California' 96002
0 (916)221-1837
COMPRESSION TEST REPORT
Report to: Mr. Tom Shepard Date: 1-9-87 File no: 26-1073-01
MCI, Incorporated
400 International Parkway Project:Chico�.Portland
Richardson, Texas 75081 1[3"535
Specimens sampled from: Tower Foundation
OSA Appl. no:
& Anchors OSA File no:
Specimen No.
lA
1B
Client's Identification
Date Cast
12-17-86
12-17-86
Date Tested
1-14-87
1-14-87
Age, Days
28
28
Ultimate Load lbs.
122,750
123'000
Compressive Strength, psi
,r~43-10'"1
� 4320
Date Received
1-12-87
Nominal Dimensions in.
6 x 12
Design Strength, psi
3000
Slump, Inches
2 3/4
Air Content %
Temperature °F. Mix/Air
62/52
Mix Design No.
-
Cement Factor
7.0
Max. Aggregate Size
1 1/2
Admixture
-
Supplier
North Va-lley
Ready Mix
Sampled By
J. H. Kleinfelder & Associates
Remarks:
CC: Respectfully submitted,
J.H. KLEINFELDER & ASSOCIATES
Bill Jackson
Branch Manager
OWNER
P
MULTIPLE FAMILY AND COMMERCIAL PLAN CHECKING GUIDE
Bldg. Permit # ?-537-- 8-V-
A.P. #. /%-53 -M!
A. GENERAL
Zoning requirements (sideyards, parking, special conditions).
r Architect (if required Calculations.
nage -- an ev., ty of Chico; City of Biggs.
dimensions, easements, other buildings, and other
d plans in file for expired permits, change of use,
eS�/: Complete plot plan with
�. See previous permits an
B. OCCUPANCY REQUIRIIMENTS
Building use m/Ceze
Occupancy Class
Building floor area
Total allowable floor area
Basic allowable floor area
Basis for increase
pertinent data.
etc.
Type of Constr..
sq.ft. Occupant Load_
sq.ft.
sq.ft.
.8!Additions, alterations, and repairs exceeding 50% (Sec. 104).
�Compliance with occupancy group requirements (Chapters 5-13).
l'• Occupancy separations (Sec. 503).
Area separations (Sec. 505).
/9. Firewalls due to location on property (Sec. 504).
�V. Maximum height requirements (Sec. 507).
ei. Attic separations (Sec. 3025).
Ventilation and special hazards requirements (Chapters 6-13).
,)Z.' Fire extinguishing systems (Chapter 38); Fire alarm systems (Sec. 809 & 909).
Mechanical code requirements. (Grease Hood w/fire sprinkler system - Chapter 20).
Health Dept. Plan Review -(a) Restaurant Act; (b) Commercial Pool.
Smoke detection system.
Fire Dept. Plan Review and/or Fira Marshal Plan Approval.
J&. Electrical Code Requirements (Pools or hazardous occ.) (Art. 680 & 500's).
.3!' Toilet room floors and walls (Sec. 1711).
jkv- 'Physically handicapped (Sec. 1711 & Table 33A).
�. Guardrails (Sec. 1716).
6� Det d types of construction_ requirements (Chap
roof
.—. ,attic access ana ven
drainage (Sec.
Skylights (Chapters
Stages and platforms
-1nr-eri5r wa1- and ce
r roof covering (Chapter
t i at on
3207).
34 & 52).
(Chapter_ 39).
cling finish (Chapter 42
s 17-22).
ija,-r- Fire resistive requiremen s .
.1*.' Wall and ceiling coverings (Chapter 47).
I.&—. Glass and glazing (Chapter 54).
Xr—. — Building Materials - Check:.Grade, Species, Allowable
Example: (Glu -lam Beams w/ certif. 24F ext.grade).
Human Impact (Sec. 5406).
Stresses, Ext. or Int. -
Page 2
MULTIPLE FAMILY AND COMMERCIAL PLAN CHECKING GUIDE (continued)
D. STAIRS. EXITS, AND OCCUPANT LOADS
.1 -.'General Exit Requirements (Sec. 3301) (Post occ. load, etc.).
2" Number of exits, width and locations (Sec. 3302).
Doors (Sec. 3303).
J#. Corridors and exterior exit balconies (Sec. 3304).
> Stairways, rise & run, width, winders, and construction (Sec. 3305).
,,6—.Horizontal exit (Sec. 3307).
Exit and smokeproof enclosures (Sec. 3308 & 3309).
�! Exit signs and illumination (Sec. 3312).
Aisles & seating (Sec. 3313).
Uk- Exits for occupancy groups A -B (Sec. 3315-3319).
• 4•
E. ENGINEERING REGULATIONS, DESIGN,_QUALITY, MATERIALS, AND DETAILED REQUIREMENTS
-1-.--Complete plans sufficient to show how building is proposed to be constructed and to »
verify conformance with Chapters 23-29. Plans must include plot plan, floor plan,
foundation plan, elevations, and complete structural details.
?! Energy design, calcs, and necessary details (State law).
Veneer (Chapter 30).
--` / Chimneys and fireplaces (Chapter 37). Engineered plans if required.
.o-5. Plastics (Chapter 52).
�6,_'Excavation and grading (Chapter 70) .
Continuous or Special Inspection (Sec. 305).
Factory or other certification.
>- Soils or compaction data.
jk'. Noise regulations.
1�. Footing reinf. Min. Two #4 bars (cont.).
Engineering Calc(s) should include:.
(a) Roof - Ceiling.
(b) Floor - Ceiling.
(c) Foundation.
(d) Walls -- Large openings? (consider lateral).
(e) Lateral: 1. Roof Diaphram.
2. Shear Walls.
3. Anchorage & Tie -downs.
4. Connections thru-out.
(f) Retaining Walls.
.OL grzv/y/�6-
PERMIT NO. 2142-86B
PERMIT EXPIRES
OWNER MCI "
CONTR. McLaughlin Const, Waupaca`
ASSESSOR PARCEL 11-03-86
LOCATION •4439 Hwy 32, Chico
Temp. Pow
Called
Temp. Elec
Called
Temp. -Gas
Called
JOB' FINAI
Signat
J=OK
0 = Not OK
- = Not Applicable MOBILEHOMES, ' MISCELLANEOUS
* = Not Ready
Date
MOBILEHOME UTILITIES (Plans) OK except q's
1. Zoning Requirements -Setbacks -Easements
Date
DECKS, COVERS, CARPORTS, ETC. (Plans) OK except N's
1. Zoning Requirements -Setbacks -Easements
2. Soils; Special MH Support -Sketch
3. Sewer; Location -Test -Fall -C/0 -Concrete
2. Footings; Size -Depth -Spacing -Connectors
3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails
4. Water; Location -Test -Easement Needed (Sketch)
4• Wood Awn.; Posts-Beams-Rftrs.-Connec.-Shthg.-Rfg.-Bracing
5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete
5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures
6. Gas; Location -Test -Wrap:/ /"L"ft./ /"Nat. or/ /"L"ft./ /"LPG
6. Carports; Windows -Doors
7. Utility Clearance
_
7. Elec.
Card -BI
Date Card - BI Date
Card -BI
Date Card -BI Date
Card -BI
Date
Date Card -BI Date
MOBILEHOME INSTALLATION (Plans) OK except q's
1. Zoning Requirements -Setbacks -Easements
Card -BI
Date
Date Card -BI Date
POOLS (Plans) OK except a's
1. Setbacks -Easements
2. Footings; Size -Spacing -Marriage Line
2. Soils; Compaction -Structure Stability
3. Gas; MH Test -Demand -Valve -Connector
3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining
4. Electricity; MH Test -Crossovers -Breakers -Clearances
4. Elec.; Receptacles and Lighting; Distances-GFI
5. Drain; MH Test -Fall -Flex Connector
5. Elec.; Pool Lighting; 15 volts-GFI
6. Water; MH Test -Regulator -Connector
6. Elec.; Enclosures; Conduit Entries -Terminals -Listed
7. Water and Sewer Connected -C/0 to Grade -HD Approval
7• Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater
8. Gas and Electricity Tagged
9. Exits; Insp.-Sketch
8. Elec.; Grounding; Equip. w/5' -Circulating Equip. -Pool Lghtg.
Boxes -Enclosures -Panel boards -Ins. to Main in Conduit
10. Cert. of Occupancy
9. Health Department Approval
10. Plumb; Cir. Test -Water Supply Test
Card B -I
Date Card -BI Date
Card -BI
Date Card -BI Date
Card B -I
Date Card -BI Date
Card -BI
Date Card -BI Date
J, = O K
Q = Not OK
"
- = Not Applicable
= Not Ready RESIDENTIAL (Single and
Duplex)
,
Date UNDERF R (Plans) OK exce t#'s
Date
FRAMING (Continued)
_1.
_Hing requirements -Setbacks -Easements
48.
Property Line Firewall & Openings
--
Fig., Main; Soils-Steel-Elec. Grnd.- / /" Ftg. Depth
49.
Ext. Doors -One 3' -Check Garage -3rd story, 2 exits
3
Ftg., Garage; Soils -Steel- / /" Ftg. Depth
50.
Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection_
4.
Ftg., Porches & Decks; Soils -Steel- / /'' Ftg. Depth
51.
Plywood on Root Overhang -Attic Vents -Rafter Outriggers
-
5.
Stemwalls, Main: Steel-Blockouts-Wrapped-Slab
52.
_
Siding -Nailing -Veneer
6.
Ste_mwalls, Garage; Steel -Blockouts-Wrapped-Slab
53.
Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access_
7.
Piers -Fireplace Ftg.-Steel
54.
_
Glazing Area -Glass Protection -Skylights -Plastic
8.
D.W.V.: Fall -Fittings -Test -2 way C/O -Sewer Test
55.
Shear Walls; Nailing -Bolts
9.
Gas Pipe; Size -Anchors
10.
Water Pipe: Test -Anchors -Regulator -Service Test
Electric; Underground
12.
Plenums & Ducts; Clearance -Material -Support -Ins.
13.
Girders -Sills -Anchor Bolts -Joists -Vents -Cripples
Card -BI
Date Card -BI Date
Card -BI
Card -BI
Date Card -BI 7 Date
Date Card -BI Date
C__
ard-BI
Date l Card -BI Date
Card-BI
Date Card -BI Date
Date
FINAL
(Plans) OK except N's
56.
Ext. Steps -Door & Sidelight Protection -Landings
Date PLUMBING (Permit) OK except ff's
57.
Smoke Detector
14.
Water Ht.: Vent -Access -Combustion Air
58.
Furnace; Vents -Clearance -Comb. Air -Connector -
15.
Water Pipe: Test & Anchors -Nail Protection
In Garage; Above Floor -Ducts -Meeh. Protection
59.
Bedroom Exiting
16.
D.W.V.: Test-Fttngs & Anchors -Nail Protection
60.
G.F.I. & Bath Fixtures & Tub Access
17.
Shower Pan: Test, First Floor -Tub Access
61.
Elec. Trim & Subpanel; Breaker Sizes -Labels
18. Test Tub & Shower, 2nd Floor -Tub Access
19.
Gas Pipe: Size & Anchors
62.
Stairs & Rails
63.
Fireplace or Stove; Clearances -Hearth
64.
Elec. Outlets at Wood Panel; Int. & Ext.
-
Gard -BI
Date Card -BI Date
65.
Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance
66.
Elec. Outlets & Receptacles at Kit. Counter
Card -BI Date Card -BI Date
67.
Garage Fire Door; Swing -Landing -Closer
68.
69.
A.C. Duct in Garage -Damper
Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.-
In Garage; Above Floor -Meth. Protection
Date ELECTRICAL Permit OK except q's
20.
21.
22.
23•
24.
25.
26.
27.
28.
29.
30.
Fixture & Transformer Clearance -Ins. Protection
Elec. Receptacles Spacing -Lights &Switches at Doors
Size Boxes & No. of Conductors -Stapled
Romex Installed Close to Edge of Studs _& C.J.
Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water
2 Appliance Circuits in Kitchen &Conductor Size
Subfeed Wire Size i / ga. Cu or AI-A.C. Wire Size / / ga. Cu or At
Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or At,
Insulated Neutral Yes ,No -_
Service -Riser Conductors & Ground -Main Disconnect _
Equip. Clearances. Panels-Motors-Mech. Equip. _
Clothes Closet Light -Shower Light
70.
Plb., Elec. & Mech. Equip. Listed for Location
71•
Elec. Receptacles in Garage; (G.F.I.)-Romex Protec.
72,
Insulation -Foam -Looked in Attic E] Yes
73.
Guard Rails & Deck Construction -Post Caps
74.
Fdn. Vents & Crawl !sole Door -Drainage & Wood -Earth Clearance
Looked under Floor ❑ Yes
-- 75.
Following instld.: Drive [ Yes ❑ No: Walks [ Yes ❑ No;
Planters [11 Yes 11 No
76.
Stucco; Brown -Finish
77.
A.C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet
78.
Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs.
79.
Water Well; Disconnect, Electrical, Plumbing
--
Cara B -I
Card B-1
Date Card-Bf D_ate
Date Card -BI Date
__
80.
Exterior Elec. Trim; G.F.I. Receptacle -Underground
81.
Ventilation throughout House
82,
Glass Protection
___
83.
Corrections from Previous Inspections
Date MECHANICAL (Permit) OK except a's
84.
Gas -est-Meters Tagged; Gas -Electric
31.
A.C. Ducts. Insulation & Support
_
85.
Water & Sewer Connected -C/O to Grade -HD Approval
32.
Vent Fan: Exhaust above Insulation _
86,
Energy Compliance Certificate -Other Certificates
33.
Condensate Drain & Overflow. Size & Grade
-
34.
Furnace -Vent. Access -Comb. Air -Return Air Vent- 115V_o_utlet
---
- - -
35.
_
Attic Access & Platform if Furnace in Attic
- - '-"----' -'
Card -BI
Date Card -BI Date
Card -BI
Date Card -BI Date
Card -Fl
Oate Card -BI Date
Card -BI
Date Card -BI Datf
Card dl
Date Card -BI Date
Com ients at Final:
Date FRAMING(Plans) OK except H's
36.
Sills, Proper Material & Anchors
37.
Walls. Studs -Nailing, Spacing & Bracing-Plates-Scv:nd
38.
Bearing Walls over Girders & Floor Nailing
39.
Draft Stop in Walls (rat proof)
40.
Fire Stops. Furred CeiIinp- Stairs -Chases -Tub
41
Header & Beam -Size & Bearing
42.
Hangers -Post Caps -Anchors -Connectors
43.
Cing. Joist-Rfir. Ties - Purl in -Roof Brac.-Truss-Shihng.-Rfng.
44.
Fireplace Ties or Type A Flue -Fireplace Throat
-
45.
Attic Access: Size & Romex Protection -Draft Stop -Ins. Baffles
46.
Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions
47.
Garage Fire Protection Framing
(NOTE' Anentry must be made each time you visit jobsite)
COUNTY OF BUTTE
DEPARTMENT OF PUBLIC WORKS
�.� 196 Memorial Way, Chico — Phone: 891-27,51.
7 County Center Drive, Oroville — Phone: 534-4541
Skyway and Elliott Road, Paradise— Phone: 872-2961, Ext. 57
CORRECTION NOTICE
OWNER PERMI T
A routine inspection indicates that the following violations of County Ordinance
exist at the above address and should be corrected. Please notify this office
when correction of work is completed. If you have any question pertaining to this
matter need additional explanation, please contact this office immediately.
Lo
v PLv
InspectorDate I /8-7
COUNTY OF BUTTE
DEPARTMENT OF PUBLIC WORKS
196 Memorial Way, Chico — Phone: 891-2751
7 County Center Drive, Oroville — Phone: 5344541
Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57
CORRECTION NOTICE
Cj 2.
A routine inspection indicates that the following violations of County Ordinance
exist at the above address and should be corrected. Please notify this office
when correction of work is completed. If you have any question pertaining to this
matter, or need additional explanation, please contact this office immediately.
Inspector -/)Z4 -Q— Date 12,151�
a�
COUNTY OF BUTTE
DEPARTMENT OF PUBLIC WORKS
196 Memorial Way, Chico — Phone: 891-2751
7 County Center Drive, Oroville — Phone: 534-0541
Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57
CORRECTION NOTICE .
_3�L,,., — (f�
A routine inspection indicates that the following violations.of County Ordinance
exist at the above address and should be corrected. Please notify this office
when correction of work is completed. If you have any question pertaining to this
matter, or need additional explanation, please_ contact this office immediately.
I 1/
Inspector //2ZfJ Date )('� J �>
COUNTY OF BUTTE
DEPARTMENT OF PUBLIC WORKS
196 Memorial Way, Chico — Phone: 891-2751
7 County Center Drive, Oroville — Phone: 534-541
Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57
CORRECTION NOTICE
A routine inspection indicates that the following violations of County Ordinance
exist at the above address and should be corrected. Please notify this office
when correction of work is completed. If you have any question pertaining to this
/matter, or need additional explanation, please contact this office immediately.
Inspector
Date �/
J CELTITEe IN"bill
FAST SETTING POLYESTER
ANCHORING GROUT
DESCRIPTION '{`
Celtite 21-30 ANCHORTITE is a two-part, fast -
setting, free-flowing polyester resin anchoring
grout, consisting of liquid resin°and a specially
formulated filler/hardener. It is specifically de-
signed for anchoring bolts and dowels in con-
crete, rock, brick and masonry.
APPLICATIONS
Celtite 21-30 ANCHORTITE is used for grouting
high-strength anchor bolts, starter bars in con-
crete and anchors in rock. Ideal applications for
21-30 ANCHORTITE include light and heavy rail
track anchoring, setting of highway lighting stand-
ards, anchoring of precast median barriers and
signs on highways. Handrails and guardrails, pipe
protection stands around safety areas in factories
and schools are excellent applications for
ANCHORTITE.
BENEFITS
• Economical — small amounts may be field
mixed
• High strength, fast setting
• Bonds to concrete and steel
• Resistant to most chemical attack
CELTITE `21-30
ANCHORTITE
I
CELTITE, INC.
150 Carley Court
'Georgetown, KY 40324
! '- (502) 863-6800
(800) 626-2948
Grand Junction, CO
Cleveland, OH
CHEMICAL RESISTANCE r
` 21-30 ANCHORTITE resists oil, _fats, mild acids,
alkalies, and fresh and salt water. Where expo-
sure to a specific chemical is anticipated,�consult�
Celtite directly. ,.
t
PHYSICAL PROPERTIES
The following are typical values for�21-30
ANCHORTITE: - }
Compressive Strength, ASTM C-109:
At five times
pot life.... 10;000 psi (69 MPa)
7 days ...... 15,000• psi (103 MPa)
Tensile Strength, ASTM C-307
At five times
pot life .... 1,600 psi (11 'M Pa)
7 days....... 2,000 psi (13.8 MPa)r -
POT LIFE
Consult the pot life/temperature chart for desired
pot life and resin speed.
SHELF LIFE
Unused quantities of resin and filler/hardener may
be resealed and stored.. Use before expiration
date shown on label.
21-30 ANCHORTITE - SLOW AND FAST -
11 1
Specify Resin
Speed When
Ordering
Consistency
Ratio —Filler to Resin
Pot Life in Minutes -;
30° F
(-1 ° C)
45° F
(7° C)
60° F
(15.5° C)
75° F
(24° C)
90° F
(32° C)
By Volume
By Weight
s
Slow
Pourable
2:1
3:1
130
60
30
15
Fast
Pourable
'2:1
3:1
45
25
12
7
3
*260 Minutes — NOT RECOMMENDED
h
• A member of the Foseco Minsep Group '
PRODUCTS FOR (*NSTRUCTION AND INDUSTRY.
(continued)
YIELD
Unit Yield: .3 cu. ft. (.0085 M 3)
Unit Weight: 36 lbs. (16.33 kg)
PACKAGING
A standard unit of Celtite 21-30 ANCHORTITE
contains:
1 gallon can resin'. 9 lbs. (4.08 kg)
I bag filler/- r
hardener ....... 27, lbs. (12.24 kg)
1 l ANCHOR .BOLA' -
HOLE PREPARATIONS
Anchor bolt holes should be drilled using air or
water flushed rotary 'percussive drilling equip-
ment. If diamond core or non -percussive drills
i , are used, the hole must be thoroughly scoured
using,a coarse wire flue brush. Anchor bolt holes
less than 36" deep should not be more than 1/2"
�> larger in diameter than the diameter of the anchor
bolts. Anchor bolts longer than 36" can have a
hole diameter: 3/4" larger than the bolt diameter.
Celtite RESIN' CARTRIDGES may be considered
MIXING for long bolt"application.
i
The. mixing of a complete unit (all of the resin
and filler/hardener) will result in a pourable grade 4 CAUTION:
grout. Small requirements of grout may be mixed I For industrial use only. Avoid contact with eyes
at the ratio of one part resin to three parts filler/- } and prolonged contact with skin. In case of eye
hardener. 1 contact;., flush with plenty of water for at least
15 minutes. Ingredients: benzoyl peroxide, poly-
ester resin and inert fillers. If taken internally,
{ call a physician.
• t
POLYESTER RESIN ANCHOR PULL-OUT STRENGTH CHART
1.
a; For Use With Celtite 21.33 ANCHORTITE
20
Inches
cm
5
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1
I
1
1
I
I
I 1
I
1
1
I
X 1
I
I
1
1
1
I
0
0
2 ' 4 I 6 I 8 I 10 1 12
I I I 1 I 1
2.54 7.62 12.7 17.78 22.9 27.9
Length of Embedment
"One KIP equals 1,000 pounds -force.
For threaded and deformed 1/2" to 1" diameter bars anchored into concrete (minimum 3,000 psi).
The above anchor strength graph provides for stresses lower than the loading required to achieve creep
shear cone failure in 3,000 psi concrete.
displacement of the anchor or a full
The Information herein la true and accurate to the best of our knowtedge. No guarantee of e. and esdu.Nely limited to the purchase price of the material. under no clrcum.—Cm, .hall
beaady Is gisen or Implied. Seller warrants only that the product described herein conlorms to Celtlre. Inc. b. responsible for consequential damages Including, but not umi e0 to, the buyer'3
u: a manufacturing standards. We rmluest mat customers inspect end last our product. as loss of material ur.prollt3, increased aspen3e of operation. doarnlure Or reconslruclion or the '
to
"liability
of contantp and performance odor to use. Celt Its. Inc. assumed no tdsponsmility roM. Celtite. Inc. does nor aumorI.o any person to assume for It. any ower ILblllty In coon..
toran. baa ordam.geteaultlna from mehamulag.r ueeol lhepmduct by the buyer. Llabllltyol rlonwlrh me 3111 of me puna ptoducl and mere are no. rel a g. mml........ties collaterel
Cellltl, Inc. for claims erl,l1g from breach of wananly. negligence or olh—It e, 13 expressly mor allecting this sale.
21-30-50 -
02-12-85
/
-A COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS
7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541
APPLICATION AND PERMIT
PERU,/er
.
ASSESS R PAR ELg ;ER
1��11
47,911
BUILDING PERMI
OWNER �,
.PHONE
SQ. FT. OCC. BUILDING VALUATION
OWNE 'SS/MAIL AD REESS42,177
'fI-
t 4Le�4
CON AC R' NA E
1
CO CT�Ft' AI NNG ADD ESS
L{f Ca 10
Fireplace
CONSTRUCTION LENDER
UNKNOWN
Total Valuation Is
Filing Fee
$ 10.00
LENDER'S MAILING ADDRESS
Permit Fee
$ 3F, 15Y7
ARCHITECT OR ENGINEER
LICENSE NO.
Plan Checking Fee
$
Energy Plan Checking Fee
$
ARCHITECT OR ENGINEER'S MAILING ADDRESS
Penalty
$
BUILDING ADDRESS 1) Ll
7Z Z
Permit fee
$
PLUMBING PERMIT
Filing Fee 10.00
Each Trap
2.00
t
Solar or heat pump water heater
20.00
LOT NO.
SUBDIVISION NAME
PARCEL MAP
Water piping
5.00
Each qas water heater or vent
5.00
USE OF STRUCUBE / /
SF ❑ Duplex❑ Mobilehome❑ Other �f ✓�c�- S� �r of h[ C /r�
5 ECI FY
Gas piping system 1 - 5 outlets
5.00
Building sewer
5.00
Mobile Home S G W
10.00 ea
TYPE OF WORK
New[ Addition[] AemodeIEl UtilitiesQ Inst llation❑ Other FJ
Describe work: ✓ _
Permit Fee
$
Contractor
ELECTRICAL PERMIT
Filing Fee 10.00
Main service 600V OR LESS
100 AMP OR LESS
10.00
Main service EA. ADD'L 100 AMP
2.50
CONTRACTORS LICENSE LAW
I declare under penalty of perjury (check one):
5VI am licensed under provisions of Chapt. 9, Div. 3 of the BuslneSS
and Professions Code and my license IS In full force and effect.
Q
License No. ���/��� Classification
❑ I, as the owner, or my employees with wages as their sole compen-
sation, will do the work,and the structure is not intended or offered
for sale. (Sec. 7044)
❑ I, as the owner, am exclusively contracting with licensed contract-
ontract-
ors.
ors.(Sec. 7044)
❑ I am exempt under Sec. , Business and Professions Code
for this reason
NEW CONST. DWELLING OCCUP.&
OR ADDNS. ACC. BLDGS. , /2 Qsq ft
NEW CONSTIR ULTI.OUTLET 2.50 ea
NON.RESID BRANCH CIRCUITS
POWER APPARATUS e
SINGLE OUTLET CIR.
O
Ex. ccu
Ep(OUTLETS OR FIXTURES 20050cSALO 30
FIXED PR
Ex. Occup. OUTLETS (RESID.IEAJ 2.00
Temporary service 10.00
Mobile Home Facilities 15.00
Misc. �Yirin 15.00
g
Permit Fee $
Contractor
WORKMEN'S COMPENSATION INSURANCE
I declare under penalty of perjury (check one):
❑ The permit is for $100.00 (valuation) or less.
❑ I have placed on file with the County of Butte Building Department
a Certificate of Workmen's Compensation Insurance or a Certificate
of nsent to Self -Insure.
shall not employ any person in any manner so as to become subject
to the W. C. laws of California.
Notice to Applicant: If after making this statement, should you become subject
to the W. C. provisions of the Labor Code, you must forthwith comply with such
provisions or this permit shall be deemed revoked.
MECHANICAL PERMIT
Filing Fee 10.00
Heating
Cooling
Hood
3.00
Ventilation
Penult Fee
$
Contractor
I certify that I have read this application and state that the above information
is correct. I agree to comply to all County Ordinances and State Laws relating
to building construction, and hereby authorize representatives of the County of
Butte to enter upon the above-mentioned property for inspection purposes.
I also agree to save, indemnify and keep harmless the County of Butte against
all liabilities, judgments, costs, and expenses which may in any way accrue
against s unty in coysequen a of the granting of this permit.
X Date 7_ZB,�G'
Signature of Applicant XnerEl Contractor -Agent ❑
An OSHA permit is required for excavations over 5'0" deep and demolition or construct-
ion of structures over 3 stories in height.
Mobile Home Installation Fee $
Energy Inspection Fee $
TOTAL PERMIT FEE $
occu P.
cox sT.rrPe
I
I FLOOD
PARCEL
PD
D
SSUE
This permit is hereby issued under the applicable provi-
sions of the Butte County Code and/or resolutions to do
work indicated above for which fees have been paid.
DIR TOR OF PUBLIC WORKS
Datevim'
PERMIT EX I ES Date
Receipt No. 7gyBy
WHITE-D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT
OWNER_
COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS,-; BUILDING DIVISION
7 COUNTY CENTER DRIVE - OROVILLE;-gALIF-ORNIA 95965 - TELEPHONE: 916/534-4541
PERMIT APPLICATION DATA SHEEa'�
Permit No. Q�
"I r
A. P. No.
Proposed Building Use /- r ✓C� ��✓ I N �g �C'��5
Permit Fee Based Upon: Complete Contract Price «[DPW Valuation
- Other (Exp it )
Building Inspector w Date
At time of permit application, I was advised the following data must be'submitted prior to permit processing
and:/or Issuance: DATE RECEIVED APPROVED
1. All items have been submitted. . . . . . . . . . . .
—Plot plans in duplicate/triplicate. . . . . . . . .
Complete plans in duplicate/tri.plicate.// ¢. . . .
___6Z4. Complete engineered plans and calcs.S� .
5. Plans with Energy Design Compliance Statement. . . . . . -�
6. CUSD "Fees Paid'' Stamp on Floor Plan . . . . . . . .
7 Statement of Intent for Non -Heated and AC Buildings.
8. Fees of $ . . . . . . . .
9. Letter of signature authorization. . . . . . . . . . .
10. Sanitation approval from Health Dept.
11. Planning approval for (A) Use: (B) Parking:
12. Certificate of Workmen's Compensation Insurance. . . . . .
13. Contractor's License Information (no., name style, classif.)
14. Owner -Builder Verification (Given to -owner❑, Mail to owner ❑ )
15. Improvements may be required. . . . . . . . . . . .
16. Mobilehome Installation Data. . . . . . . .
Pre-Insp17. Pre -Inspection for Required- Building
request to (Date)
p q Building Inspector
18. Recordeddgc,�p IfiA Vt r L Acknowledgment Statement . . .
19. Other iiVVt�; AA 1I11 (Construct:ion approval required prior to occupancy)
When .you issue th�� per it, process as follows: Mail owner. Mail to contractor.
Telephone`�/Jr -C)S _ and hold for pickup at office.. Deliver w/inspector.
IIt,Other S
C
ApplicantDate/_7
zg6e;
Copy of plans sent Health Dept., Fire Dept., Other , .Date
During the plan checking process, the following data must be submitted prior -to permit issuance.
(For required items not checked above at time of application, circle item.)
1. Index permit for above Items No.
2. Additional items required:
(Contractor, Designer, Owner) was advised of above required data by Telephone Mail Other
By
Plans checked by Date
Plans approved by Date
Other:
Copy—DPW
Date
r
o P
PORTER FIELD CONSTRUCTION CO. CTic
402 S. HWY. 7
PLEASANT HILL, MO 64080
Office: (816) 987-3185
Res: (816) 865-3413
November 26, 1986
Tom Jennings
Butte County Building Department
7 County Center Drive
Oroville, California 95965
Dear Mr. Jennings:
This letter is to confirm that Porterfield Construction has installed all
material per specification per drawings. All.work was inspected and app-
roved by Larry Prince, MCI Inspector.
Cordially your
Jerry L. Porterfield
Porterfield Construction
JLP:jap
.r.,-,.. Jerry Porterfield, General Contractor
Tower & Building Foundation & General Site Work
SOLD
TO
'CUSTOMER' P.C`.-NO." '-.OR DER-DATE
CONTROL NO,D
':DATE SHIPPED
";�" -1. I.
JERP'r @/14/a6'
021_55 .44S20 -1
0/'2_6/ (3
' 6
107 Beaver Brook Road 1.01 hlaimon Drive
11526 Sorrento Valley Road
OUANTITY'
ORDERED
-SHIPPED
'BACKORDER._PRODUCT
- CODE""
Liacoin Park, N.J. 07035 • Lemont. Ill. 60439
San Diego. California 92121
4.
TOTAL PRICE
(201) 628-8700 (312) 739-1100
(619) 755-6787
TELEX 134232 TELEX 253621
TELEX 182784 PLEASE REMIT TO:
EIF'.
'OLN PARK. N Z'
CUSTOMER NO. 044041'
F`F10RT!_:7RFIELD
CONST
PG-RT1EFW]r=_!T_-'- -ST
HIGHWAY
402 S 7WILL
CIALL
PLEASANT HILL#. MO
SHIP TRUCKS DOCK -
MO. 4080.
TO
TERMS
Oh
NET 30
'CUSTOMER' P.C`.-NO." '-.OR DER-DATE
CONTROL NO,D
':DATE SHIPPED
";�" -1. I.
JERP'r @/14/a6'
021_55 .44S20 -1
0/'2_6/ (3
' 6
C 0 L LIZ C DESI*
SHPNG.
REF
OUANTITY'
ORDERED
-SHIPPED
'BACKORDER._PRODUCT
- CODE""
DESCRIPTION
UNIT UNIT'
UNIT PRICE -
TOTAL PRICE
qi
B26EO6010 I" THREAD BAR. GR150 MILL LENGTH FT
24@16-'0"
U00010200 PLATE 5X5 1/2X1 1/4 REF(1961) PC
B26E20 1. 10 1" -ANCHOR NUT PC
S/T Ow 2715;
21.00 1486,00
7.50 330 00
5.05 .2J::.30
S
P. O. Box 323 Olivehurst, Califomia 95961 (916) 534-6662
November 24, 1986
To Whom It.' May Concern;
Gentlemen;
This letter is to advise you C.B.I. drilled on the
18th of November. Six holes were drilled 31/2" x 1216"
UP to 13' plus. Base rock encountered was volcanic breccia
tuff with silicions basalt to approximately 13'. Some
c.ongolmerate mixed with the tertiary flow was encountered.
The drillers were Martin Alcott and Ggxy Dowdle.
.R. smorei�l.E.
F1616,Lt/4
Martin Alcott
Gary w e
CC/Larry Prince
Portorfield Const.
r
Oy\ II�,p tw
Dow
4�^ "
1
�ERMIT NO.
®& G�/!Jzt:—� 7
PERMIT EXPIRES V—// 5— d
MCI COMM CORP
OWNER
CONTR. owner
11-03-86
ASSESSOR PARCEL -
-234,4,:,86B, P, E,M
LOCATION 33 4439 Deer -Creek Hwy, Chico
6' 6-K
A
W" X AA k. s 9 w ..,nc� �� ,
OFFICE COPY
q1 j s( s�
p O
°%/S/W ok 4v Temp. Power Pole_
(z' W bc6(sw Sv,,,A 6e4^ 9�
a
c'
S d�
q� s� 44 tL 19'
W ox
18
i
Called PG&E
_,U -
Temp. Elec. S
Called P(
Temp. Gas Sei
Cal led PG
JOB FINALE[
Signature
Address
GAS Date
—
ELECTRIC Meter By
ELECTRIC 2
Meter By Date ;
a�
COUNTY OF BUTTE "
DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE
OROVICLE,' i *LIF. - 534-4541
CERTIFICATE OF OCCUPANCY
1*1
This building has been constructed and completed in accordance with the
requirements of the Uniform Building Code under permit number 2344-86
for the following:
Use Classification Warehouse & f4icrowave Tower
Address or Location 4439 Hwv 32. Chicn
Group B-2 occupancy; Typesp N fire— sconstruction.
It is hereby certified for the occupancy described above and may be
occupied.
Director of Public Work
Date 5/3/88 gy<�4�
POST IN A
rue
N0T<rCll.
A new Certificate of Occupancy is required if the use or occupancy
of thls building changes.
This Certificate of Occupancy shall be posted in a conspicuous place
and is not to be removed by other than the Building Inspector.
J=OK
0 = Not OK
=Not Applicable MOBILEHOMES
= Not Ready
Date MOBILEHOME UTILITIES (Plans) OK except N's
1. Zoning Requirements -Setbacks -Easements
2. Soils; Special MH Support -Sketch
3. Sewer; Location -Test -Fall -C/0 -Concrete
4. Water; Location -Test -Easement Needed (Sketch)
5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete
6. Gas; Locatiort-Test-Wrap:/ /"L"ft./ P'Nat.or/ /"L" ft./ /"LPG
7. Utility Clearance
MISCELLANEOUS
Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except a's
1. Zoning Requirements -Setbacks -.Easements
2. Footings; Size -Depth -Spacing -Connectors
3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails
4. Wood Awn.; Posts-Beams-Rftrs.-Connec.-Shthg.-Rfg.-Braci
5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures
6. Carports; Windows -Doors
7. Elec.
Card -BI
Date Card -BI Date
Card -BI
Date Card -BI Date
Card -BI
Date
Date Card -BI Date
MOBILEHOME INSTALLATION (Plans) OK except N's
1. Zoning Requirements -Setbacks -Easements
Card -BI
Date
Date Card -BI Date
POOLS (Plans) OK except N's
1. Setbacks -Easements
2. Footings; Size -Spacing -Marriage Line
2. Soils; Compaction -Structure Stability
3. Gas; MH Test -Demand -Valve -Connector �`
4. Electricity; MH Test -Crossovers -Breakers -Clearances
3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining
4. Elec.; Receptacles and Lighting; Distances-GFI
5. Drain; MH Test -Fall -Flex Connector
5. Elec.; Pool Lighting; 15 volts-GFI
6. Water; MH Test -Regulator -Connector
6. Elec.; Enclosures; Conduit Entries -Terminals -Listed
7. Water and Sewer Connected -C/0 to Grade -HD Approval
7. Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater
8. Gas and Electricity Tagged J
9. Exits; Insp.-Sketch
8. Elec.; Grounding; Equip. w/5' -Circulating Equip. -Pool Lghtg.
Boxes- Enc losures-PaneIboards-Ins. to Main in Conduit
10. Cert. of Occupancy
9. Health Department Approval
10. Plumb; Cir. Test -Water Supply Test
Card B-1
Date Card -BI Date
Card -BI
Date Card -BI Date
Card B-1
Date Card -BI Date
Card -BI
Date Card -BI Date
V = OK
0 = Not OK
= Not Applicable RESIDENTIAL Pin9le and Duplex)
* = Not Ready '4 -
Date
UND RFLOOR Plans OK exce t#'s
Date FRAMING (Continued)
oning requirements -Setbacks -Easements N
48.
Property Line Firewall & Openings
Ftg., Main; Soils-SteeI-.&eer /&'7" Ftg. Depth
49.
Ext. Doors -One 3' -Check Garage -3rd story, 2 exits
e Soils -Steel- / /" Ftg. Depth
50.
Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection
4.
Ftg., Porches & Decks; Soils -Steel- / /" Ftg. Depth
51.
Plywood on Roof Overhang -Attic Vents -Rafter Outriggers
5. Stemwalls, Main; Steel-Blockouts-Wrapped-Slab
52.
Siding -Nailing -Veneer
6. Stemwalls, Garage; Steel-Blockouts-Wrapped-Slab
53.
Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access
7. Piers -Fireplace Ftg.-Steel
54.
Glazing Area -Glass Protection -Skylights -Plastic
i
8. D.W.V.: Fall -Fittings -Test -2 way C/O -Sewer Test
55.
Shear Walls; Nailing -Bolts
9. Gas Pipe; Size -Anchors
10.
Water Pipe; Test-Anchors-Regulator-Seryice Test
1.
Electric; Underground
12.
Plenums & Ducts; Clearance -Material -Support -Ins.
13.
Girders -Sills -Anchor Bolts -Joists -Vents -Cripples
Card -BI
Card -BI
Date Card -BI Date
Date Card -BI Date
f
Card -BI
Date Card -BI Date
Card -BI
Date ( Card -BI Date
Date FINAL Plans) OK except N's
Card -BI Date Card -BI Date
Date
PLUMBING (Permit) OK except q's
xt. Steps -Door & Sidelight Protection -Landings
`-'37-.-S
a Detector
14.
Water Ht.; Vent -Access -Combustion Air
urnace; Vents -Clearance -Comb. Air -Connector -
In Garage; Above Floor-Ducts-Mech. Protection
15. Water Pipe; Test & Anchors -Nail Protection
16.
D.W.V.; Test-Fttngs & Anchors -Nail Protection
-59
-.Bedroom Exiting
6eFJ. & Bath Fixtures & Tub Access
17. Shower Pan; Test, First Floor -Tub AccessX66-
18.
Test Tub & Shower, 2nd Floor -Tub Access
-x'42-
pec. Trim & Subpanel; Breaker Sizes -Labels
Stairs & Rails
19. Gas Pipe; Size & Anchors
Card -BI
Date Card -BI Date
-B77
-Fireplace or Stove; Clearances -Hearth
4.
lec. Outlets at Wood Panel; Int. & Ext.
Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance
Card -BI
Date Card -BI Date
-4W.-Elec.
Outlets & Receptacles at Kit. Counter
Date
ELECTRICAL Permit OK except q's
----e?-.,Garage
Fire Door; Swing -Landing -Closer
68.
uct in Garage -Damper
20.
Fixture &Transformer Clearance -Ins. Protection
9J'
Wtr. Htr.; Vents -Clearance -Comb. Air -Connector -P R.V.-
In age; Above Floor-Mech. Protection oAc
�
21. Elec. Receptacles Spacing -Lights &Switches at Doors
22.
Size Boxes & No. of Conductors -Stapled
Elec. & Mech. Equip. Listed for Location
_--7A---Elec.
_--7A---Elec.
Receptacles in Garage; (G.F.I.)-Romex Protec.
23.
24.
Romex Installed Close to Edge of Studs & C.J.
Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water
-.-72--tnsuI
at! on- Foam- Looked in Attic F] Yes
25.
2 Appliance Circuits in Kitchen & Conductor Size
a.�-- Guard Rails &Deck Construction -Post Caps
26.
Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or At
--'rT."Fdn.
Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance
Looked under Floor ❑ Yes
27.
Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al,
Insulated Neutral ❑Yes ❑No
,
Following instld.: Drive ❑ Yes E] No; Walks El Yes E] No;
Planters Dyes ❑No
28.
Service -Riser Conductors & Ground -Main Disconnect
Brown -Finish
29.
Equip. Clearances; Panels-Motors-Mech. Equip.U19
Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet
30.
30.
Clothes Closet Light -Shower Light
.fig; --Vents
Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs.
+5-WaWell;
Disconnect, Electrical, Plumbing
xterior Elec. Trim; G.F.I. Receptacle -Underground
Card B -I
Date Card -BI Date
81.
Ventilation throughout House
Card B -I
Date Card -BI Date
I rotection
Date
MECHANICAL (Permit) OK except #'s4.
Corrections from Previous Inspections
Gam -Meters Tagged; Gas -Electric
31.
A.C. Ducts; Insulation & Support
^ mater
moo,
& Sewer Connected -C/O to Grade -HD Approval
C„ergy Compliance Certificate -Other Certificates
32.
33.
Vent Fan; Exhaust above Insulation
Condensate Drain &Overflow; Size &Grade
34.
Furnace -Vent; Access -Comb. Air -Return Air Vent -115V outlet
35.
Attic Access & Platform if Furnace in Attic
Card-BIDate and -BI Date
Card -BI Date Card -BI Date
Card -BI Date Card -BI Date
Comments at Final:
Card -BI Date Card -BI Date
Card -BI Date Card -BI Date
Date FRAMING Plans OK except q's
36.
Sills; Proper Material & Anchors
37.
Walls; Studs -Nailing, Spacing & Bracing -Plates -Sound
38.
39.
40.
Bearing Walls over Girders & Floor Nailing
Draft Stop in Walls (rat proof)
Fire Stops; Furred Ceilings -Stairs -Chases -Tub
41.
Header & Beam -Size & Bearing
42.
Hangers -Post Caps -Anchors -Connectors
43.
44.
Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Sh_thng_.-Rfn_g_._ _
Fireplace Ties or Type A Flue -Fireplace Throat
45.
Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles
46.
Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions
47.
Garage Fire Protection Framing
(NOTE: Anentry must be made each time you visit job site)
COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO.
7 County Center Drive - Oroville, California 95965 -Telephone 916/534-45 _
APPLICATION AMID PERMIT
ASSESSO ARCEL NMBE �3 h
ZO ING H
il
} BUILDING PERMIT
Filing Fee
10.00
ow R M W1 1i ju C `0� 0�
ELEPHONE
SQ. FT. OCC. BUILD NG VALUATI
Y 090
VDRES
OWNER'S MAI>_ING A
^
`
V'C D
NEW CONST. DWELLING OCCUPM
OR ADDNS. ACC. BLDGS. /
A
CON ACTOR'S NAME �e7 `Idl TELEPHONE
`IVO
NEW CONSTR.ULTI.OUTLET
NON-RESID BRANCH CIRC ITS
PO
CON RACTOR'S MAILING ADDRESS
Fireplace
CONIC TION LENDER
UNKNOWN
Total Valuation is
Filing Fee $ 10,00
LENDER'S MAILING ADDRESS
Permit Fee $
AR HITECT OR ENGINEE rU JAko UJ
V6 11`1W
L `E No.
Plan Checking Fee $ 1IA)
_.
Energy Plan Checking Fee $
ARCHITECT OR ENGINEER'S MAILING ADDRESS
Penalty $
•
BUILDING ADDRESSPermit
fee $
Misc. Wiring
PLUMBING PERMIT Filing Fee 10.00
J`�v
/7
Each Trap 2.00 ,OQ
2 1�d 4W PTE EeR-7e5/t-
Solar or heat pump water heater 20.00
LOT NO.
SUBDIVISION NAME
PARCEL MAP
Water piping 5.00
Each qas water heater or vent 5.00
Contractor
USE OF STRUCTU 1 c.roW�c ✓�
SF❑ Duplex❑ Mobilehome❑ Other' –rDLI)&-V—
SPECIFY
Gas piping system 1 - 5 outlets 5.00
Building sewer 5.00 LQ
Mobile Home S G W 10.00 ea
TYPE OF WORK
New Addition ❑. odel ❑ Utilities Ins lation❑ Other ❑
Describe work: 1A 1 VIQ®e CA ►'D
CONTRACTORS LICENSE LAW
I declare under penalty of perjury (check one):
❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business
and Professions Code and my license is in full force and effect.
License No. Classification
❑ I, as the owner, or my employees with wages as their sole compen-
sation, will do the work,and the structure is not intended or offered
for sale. (Sec. 7044)
I, as the owner, am exclusively contracting with licensed contract-
ors. (Sec. 7044)
❑ I am exempt under Sec. , Business and Professions Code
for this reason
WORKMEN'S COMPENSATION INSURANCE
I declare under penalty of perjury (check one):
❑ The permit is for $100.00 (valuation) or less.
❑ I have placed on file with the County of Butte Building Department
a Certificate of Workmen's Compensation Insurance or a Certificate
of Consent to Self -Insure.
I shall not employ any person in any manner so as to become subject
to the W. C. laws of California.
Notice to Applicant: If after makingthis statement, should you become subject
to the W. C. provisions of the Labor Code, you must forthwith comply with such
provisions or this permit shall be deemed revoked.
I certify that I have read this application and state that the above information
is correct. I agree to comply to all County Ordinances and State Laws relating
to building construction, and hereby authorize representatives of the Countyot
Butte to enter upon the above-mentioned property for inspection purposes.
I also agree to save, indemnify and keep harmless the County of Butte against
all liabilities, judgments, costs, and expenses which may in any way accrue
against s d County i consequence f the granting of this permit.
Signa re of Applicant — Owner Contractor ❑ Agent�(J r
An OSHA permit is re uir (b? exc�%+atip�y{� _re'0%PeFp &hA c��mgJjtiIn/o�c�pr t;4c1v
ion of structures over (i Ie5 In hxci ht HK ( tt ii 14 J'J :.LY1 `'f•1
Receipt No. I,-
WHITE-D.P.W., E O ND-P
CSSOR, P R -INSPECTOR, G L ENROAPLICANT
10,
Permit Fee $ J/ n!7
Contractor
ELECTRICAL PERMIT
Filing Fee
10.00
Main service 600V OR LESS
100 AMP OR LESS
10.00
Main service EA. ADD'L 100 AMP
2.50
NEW CONST. DWELLING OCCUPM
OR ADDNS. ACC. BLDGS. /
'hQSgft
NEW CONSTR.ULTI.OUTLET
NON-RESID BRANCH CIRC ITS
PO
2.50 ea 225. e»
POWER APPARATUS e
SINGLE OUTLET CIR.
Ex. Occu p OUTLETS OR FIXTURES
e0050
ZAL.30
Ex. DCCUp. OUTLETS P(RESID.)REA.�
1 2.00
Temporary service
110.00
Mobile Home Facilities
15.00
Misc. Wiring
15.00
2 1�d 4W PTE EeR-7e5/t-
0-00
Permit Fee
$
111"71 50
Contractor
MECHANICAL PERMIT
Filing Fee
10.00
Heating
3
IG era
Moo
Cooling
?j
6.rr<%
IfILK)
Hood
3.00
Ventilation
'3j 00
Dei
Permit Fee $ cSsr e/o
Contractor
Mobile Home installation Fee $
Energy Inspection Fee $,
TOTAL PERMIT FEE $
OCCUP. CONST TP! FLOOD PARCE PD - HD IS9UE
This permit is hereby issued under the applicable/e provi-
sions of the Butte County Code and/or resolutions to do
work indicated above for which fees have been paid.
DIRECTOR OF PUBLIC WORKS
By �� Date '���
PERMIT EXPIRES Date ` i�
MCI Telecommunications
Corporation
Beverley Condrey
�5VL5
�Route Development Coordinator
Ml` iiE q
Pacific Division
201 Spear Street
6th Floor
P.O. Box 7167
San Francisco, California 94120
415 978 1441
COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION
7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/534-4541
PERMIT APPLICATION DATA SHEET
••) 1 �p Permit No.
OWNER +/tit L . T A. P. No.
Proposed Building Use AAI r r -n
Permit Fee Based Upon:y�Complete Contract Price DPW Valuation
Other (Explain) r --
Building Inspector Date
� L
At time of permit application, I\was advised the following data must be submitted prior to permit processing
and/or issuance: NQ DATE RECEIVED APPROVED
1. All items have been submitted. . . . . . . . . . . .
Plot plans in duplicate./triplicate. • ,q
Complete plans in duplicate./,tri pl i e.i• C7 • X,t�ri L'' 1�
47 Complete engineered plans and calcs . . . . . . . . .
5. Plans with Energy Design Compliance Statement. . . . . .
6. State Energy Forms No.
7 Statement of Intent for Non -Heated and AC Buildings.
Fees of $_�--� 1 '�%}l, as . . . . . .
�9. Letter of signature authorization. t: . . . . . . . .
Ota Sanitation approval from VA k -n, Health Dept. �y�c6.r� &—J(Z-0` F
Planning approval for (A) Use: � (B) Parking: USE PCymyc fat
{Or�' �l.AmmA��.ES
2. Certificate of Workmen's Compensation Insurance.
X13. Contractor's License Information (no., name style, classif.) 4
14..,Owner-Builder Verification (Give%; t owner, Mail to owner ❑ )
X15 Improvements may be required.4 ;'AA.
16. Mobilehome Installation Data. . . . . . . .
•
1Pre-Inspec. request to (Dote,7. Pre -Inspection for Required. Building Inspector
W,8. Recorded copy of Agricultural Acknowledgment Statement lel—ts,_"
Other 11 tom, G. , r, � Nt l P"r, q O P [AA
When you issue the permit, process as follows: Mail to owner. Mail to contractor.r
TelephoneAA__1<.0-(-3c/4/and hold for pickup at office. Deliver w/inspector.
Other
Applicant �9>,� Date
Copy of plans sent Health Dept., --7)(—Fire Dept., - Other Date 'Q49" --AW'
During the plan checking process, the following data must be submitted prior to permit issuance:
(For required items not checked ab ov at ti of application, circle item.)
1. Index permit for above Items No.
2. Additional items required:
Contra Designer, Owner) was advised of above required data by
Plan-, eharkart by
Telephone Mail Other
By %T• Date 9�9 -Sri
nates
Copy—DPW
TO: Building D�:Ip:lrtiunt
0
From: -.-:Ijvironmon-LI*:�,1
Subject: Sanitattlion
r L4) ition
Plan Approvcd fo.,,:
Hold final. for:
(.itlter !-'Ilpply
:.Upply
?incl clearance w.,.it,er supply
Clearance for L,.e('1room t-oo'bi'le hoiie..
COUNTY OF BUTTE - DepartmeNt of Public Works
7 County Center Drive, Orovill.e, CA 95965
OWNER -BUILDER VERIFICATION
Attention Property Owner: .
Phone: 916-534-4541
An 'owner -builder" building permit has been applied for in your name and bearing
your signature.
Please complete and return this information at your earliest opportunity to avoid
unnecessary delay in processing and issuing your building permit. No building permit
will be issued until this verification is received.
1. I personally plan to provide the major labor and materials for construction of
the proposed property improvement (yes or no) A
2. I (have/have not) 4w?V1,e__ signed an application for a building permit
for the proposed work.
3. I have contracted with .the following person (firm) to provide the proposed
construction:
Name 11�/�,�/pa.j AJ
Address City
Phone Contractors License No.
4. I plan to provide portions of this work, but I have hired the following person
to coordinate, supervise, and provide the major work:
Name
Address City
Phone Contractors License No.
5. I will provide some of the work but'I have contracted (hired) the following
persons to provide the work indicated:
Name Address Phone Type of Work
Signed:
Property Owner AP47'Je
Social,Security NumbeP
Date
NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and
19832 of the California Health and Safety Code.
This verification must be completed and returned to our office before we are per-
mitted to issue the permit.
Microwave • Television • CATV ' • Two Way Communication • AM-FM Radio • Buildings
Tommy Moore, Inc., dba
^ 7
Ft. Wor� om an
TWX #910.893-4046
1901 EAST LOOP 820 SOUTH
Fort Worth, Texas 76112-7899
P. O. BOX 8597
FORT WORTH, TEXAS
761240597
December 9, 1986
Mr. Sparky Mallarky
c/o Oxbow Motel
1878 North Beal Road
Marysville, California 94961
Ref: Job 44051 .
Chico, California
Dear Mr. Mallarky:
TOLL FREE (Except Texas)
1480433-1816
FT. WORTH 817457-3060
METRO 429-3091
Enclosed are two (2) sets of the Sealed Stress Analysis - Drawing
4486-251, Revision 2, dated November 6, 1986 for the Chico, California
tower.
Yours truly,
Fred Moore
FM:bb
Enclosures:
a/s
YOUR NATIONWIDE TURNKEY MANUFACTURER & ERECTOR
MCI Telecommunications
11133 19th Street
Washington, D.C. 20036
CERTIFIED MAIL
L A N D• O F N A T U R A L W E A L 'T 1-1 A N D B E A U T Y
PLANNING COMMISSION
7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965.3397
PHONE: 534-4601
March 19, 1986
Re: Use Permit, AP 11-03-86
Gentlemen:
Enclosed is your validated Use Permit No. 86-16 to allow the storage
of inflammables in a,2,500 gallon diesel tank underground on property
zoned U and S -H located on the north side of Highway 32, approximately
2 miles east of Bruce Road, Chico area.
Should you have any questions regarding this matter, please contact
this office between"10:00 a.m. and 3:00 p.m.
Sincerely,
A. Kircher
Director of Planning
BAK:lr
Enc.
cc: Department of Public Works (2)
Environmental Health
Dept. of Forestry
C
�
,c
^
USE PERMIT
`
b l8
BUTTE COUNTY PLANNING COMMISSION Marc ^ 1988
______
DATE: (F�egistesr«�d Mail ��ec. )
.
(36-1.6
PERMIT NO. -
11 -03-86
O.11
' ABSESS0WB PARCEL.NO. `
Pursuant -to the provisions'of the.Zoning Ordinanceof the County of
Butte and the special conditions set forth below:Tele. communications
Corporation is hereby granted a Use Permit in accordance with
application filed: August 8,1985 to allow storage of inflammables in a
21500 -gallon diesel tank underground an property zoned Un S -H, located
on the north side of Highwway'329 approximately 2 miles east of'Bruce
Roadn Chico area..
l. Failure to comply 'with the conditions specified herein as the basis
for approval of application and issuance of Permit, constitutes
cause for therevpcation of said permit in accordance with the
procedures set forth in the Butte County Zoning -'Enabling Ordinance.
2. Unless otherwise pr'ovidedfor in a condition to a use permit, all
conditions must. becompleted by the permittee within 12 months of
the delivery of thecou?tersigned permit to the permittee.
' '
. �
3. If any use forwhicha use permit has been granted is not
established within one year of the date of rece'pt of the
countersignedprmit by the permittee, thepermit shall become null
and void and reapplication shall be required. -to establish the use.
SPECIAL CONDITIONS:
l. Parcel shall be,created in conformance with the requirements of the
State Subdivision Map Act and Butte County Code'. '
2. Obtain encroachment permit from Caltrans and install required '
facilities for*safe access to Highway 32.
3. Comply h the State of California and local --.1':i egulations for
installation of underground hazardous mater storage tanks, and to
pay any�Inspection fees for undergound storag'tanks that may be
adoted by ordinance.
4. Meet th�6.re�uir�mentsof the Butte County Fire, Department.
.
`
5. Meet the requirements of Caltrans.
6. Applicant must comply with all applicable State and local statutes,
ordinance and regulations.
,
I hereby declare under penalty of perjury that I have read the
foregoing conditions, that they are in fact the conditions which were
imposed upon the granting of this use permit, and that I agree to abide
fully by said conditions.
Dated:
Applicant
___________________________________________________________________
NOTE: Issuance of this Use Permit does not waive requirement of
obtaining Building and Health Department permits before starting
construction, nor does it waive any other requirements.
____________________________________
Chairman of Planning Commission
CC: Department of Public Works (2)
Health Department
Fire Department
MCI Telecommunications
Corporation
International Parkway
Ric
Richardson, Texas 75081
214 783 4900
June 23, 1986
CERTIFIED MAIL
Tom Jennings
Butte County Department of Public Works
7 County Center Drive
Oroville, CA 95965
Re: Sacramento - Chico, CA
Project #003538
Dear Mr. Jennings:
Enclosed is a copy of our final drawings for Chico, California. The
major revisions from the drawings that you now have on file are as
follows:
1. Building has been expanded in the short dimension by 4 feet
(301- 8" wide to 341- 8" wide). This was required to satisfy
handicap requirements and to satisfy our equipment needs.
2. HVAC system has changed. New equipment schedule and duct layout
will better satisfy our equipment heating and cooling needs.
The amount of heating and cooling has remained the same but we
are circulating it through the equipment rows and building
somewhat differently.
3. Electrical service will be 3-phase.120/240 volt service in lieu
of the 3-phase 120/208 volt service previously specified. This
was required by PG&E as the 3-phase service in the area is
120/240 volt.
4. Plumbing has been revised to satisfy the Environmental Health
Department requirements.
5. Fire protection drawings have been.'revised to satisfy the increased
area caused by the 4 foot expansion.
I believe we have satisfied the Environmental Health Department
requirements so you should be hearing from them soon. Our Statement of
Work has been issued and plans are to begin construction of this site on
July 22, 1986 so our contractor should be in to obtain the building
permit on July 21 or July 22. We will know which contractor is the
successful bidder on July 10, 1986 and I will call to give you their name
so you will know who to expect.
Tom Jennings
June 23, 1986
Page 2
MCI appreciates your Department's assistance in obtaining our permit, and
we look forward to working with you on this and other projects in Butte
County. If any additional.information is needed or if I can be of
assistance please call me at 214-380-4432..
Sincerely,
Tom Shepherd
Junction Building Engineer
TS/cbd/0238v
Encls.
cc: R. White
J. R. Cross
L. Pemberton
B. Condrey
IIt
� � f/LL OUT PURPIE AREAS FOR ASS/STANCE CAl[,800-2JB-5J55� TOL[ fBff r����� dr4V rd rix
. AIN A[ASA'A AND HCALL 809-238-3064.
CA800-238-3064.
• SEE BACK Of FORM SET FOR COMPLETE PREPARATION INSTRUCT/ONS
�}
SENDER'S FEDERAL EXPRESS ACCOUNT NUMBERI I DATE
`
5tl7q� ' '=�,.�. �p42—b4�►�f�-fa ` �
•
10/I7/85
From (YoouTurrrNaa*me) '
Your Phone Number (Very Important)
To (Recipienrs Name) -
Recipients Phone Number (Very Important)
��► u� A� y,.
...
Company Department/Floor No.
L DWRY 4ND Aim !
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Company
Department/Floor No.
5
Street Address
123 OOMME CE GIRr"Le.
Exact Street Address /Use of P. Q B sa or P. Q iP CoEu Wi/l Oi/iy Deliary An esoh in • erga/
t
City rr �y Stat
SACAAME 77 O
City
State
ZIP °Zip Code Required FFor Correct Invoicing
j/p Street Address ZI eq v
•@7 • , f
4
'
A/RB/LL N0.
•la
o
OUR BILLING REFERENCE INFORMATION (FIRST INELVE CHARACTERS WILL APPEAR ON INVOICE./
HOLD FOR PICK-UP AT THIS FEDERAL EXPRESS ADDRESS.
Federal Express Use y
85—d34 Jr
IlStreet Address (See Service Guide or Call 800-238-5355)
Base Charges
Z
i
PAYMENI'OB'll Shipper ❑ 611 Recipienl'a FedEx No. ❑ 611 3rd PaM FE 7 Accl. No. ❑ Rill Gedil Card
Fill In line below. j
OItY
�+
t
Fill in line below. FII m 6ne below.
C] Cash • FedEx Accl. No. or MalOr Cr Card No. r
State
Declared Value Charge
SERVICES DELIVERY ANLiSPECIAL HANDLING
YOURRECLARED OVER
IIP •Zip Code of Street
Address Required
W
I
CHECK ONLY ONE BOX CHECK SERICES REQUIRED
PACKAGE WEIGHT VALUE
/s., rghq s/zf
PRIORITY I OIVNIGHT LETTER
O gin Agent Charge
R b '
HOLO FOR P/C
1 ❑ Overflghl Delivery 6 (Gar Packaging) ❑etlNe55 rMere P Gaethe Federal ExpressSo
.t l.Xiing PazYepxq 9"x72" ntpackagehebmSeetlan
Emp. No.
Date
-
OVERNIGHT DELIVERY H e[ right
❑Cash Received
I USING OUR PACKAGING
l 2 OE[IVER WEEKOAI
Pak OvemigM Envelope 2 i
Return Shipment
❑
❑
12" x 1
12" 1514"
3 ❑ Oaemghl Box A ❑ 3 E]OEUV£R SAWROAVExtra charge applies.)
Total Total ,Total
Third Party
Cly. To D.I. ❑ Chg To Fold
Other
t In4"x1Tve^x3"
.a-
Street Address
-
1 40 puampht Tuoe ❑ - 4*❑ RESTRICTED ARTICLfSERV/CE IPI and50
6 6" x e" '. B
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3a" x Standard Air Packages gitExira charge appees.)
Received At
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+Total
-S' STANDARD AIR 5 SIGNATURE SECURITY'-RV/CE (s$s)
•, Yay (Exaa charge applies.)
Delivery not later Ow
Shipper's Door
❑ Regular Stop
11On-Call
11DORY
City
State Zip
Charges
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Stop
SERVICE COMMITMENT
FedEx Loc.
7 1j1�VER SPEC/A[ SERV/CE_
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Received By:
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OateRme For Federal Expr Use
Dale/Time Received
FedEx Employee Number
FEC—S-751-1000 •.
see w tx-a,, (Ex
'
�
/
REVISION DATE .�
10184 NCR
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,,,�,
PRINTED U.SS,A`> e
Ilk- v
•TgMS AND CONDITIONS
DEFIN' /T/ON' S
ments. and of er items listed in our current Service Guide
On this Airbill we, our and us{eter to Federal Express Corporation, its employees and agents
!f you send more than one package on this Aubilt, you: nriy t:i In the total declagd vaiy6. for aV
You and your refer tq the sender. its employees and 4gem - ,. ...
- 'packages. not to ey":egd $25.000 per.p,"Cg09e (Exampl¢ 5 pahl a es can have alotal declared
c
' •' AGREEMENT TO TERMS
value of up to S? 25,.000.1
However, if rno4e than one package is eh:pped on this airbill our liability for loss or damage will
By giving us your package fo tleliver. you agree to all the terms on this Airbill and in our current
be limited 10 the!olai declared value (not to exceed 525.000 peruackage), mgard!ess of the num
SeryireGOide:whrc:h)savailableonrequesl.Noone i5aulhdnzedtoaltaiprmadtfythetermso!our
i
ber of packages lost or damaged Yc hav�the responsih!t:ty Of proving the actualioss or
.
Agie� enc ;.
damage
RESPONSIBILITY FOR PACKAGING AND COMPLETING A/RB/LL
FILING -A CLAIM
You•nreresponib:e(Or adMualefypackagiogygyr9ond5and torptOperlyfilling out lhSA!rb1I
ALL. CLAIMS MUST BE MADF BY YOU IN WRITING.
l Because the number of packages and weight per package are critical to our abdny to c ofreclly bili
. WITHIN 15 DAYS AFTER WE DELIVER YOUR PACKAGE IF YOUR CLAIM RESULTS FROM "
you, any omission of this information from [his Autzifll will result in a billing based on our best estimate
of the number of packages received from you and an estimated •,,default' weight per package. as
SHORTAGF,DAMAGE ORDFLAY OR
• WITHIN 180 DAYS AFTFg WE ACCEPT YOUR PACKAGF IF YOUR CLAIM RESULTS
dsts'rmmed and p riodicapy'aQlustetl by -us. - •� . - • -
:-
- FROmNO*CF.IVFRY -We'll conrtider your claim filed if YOU callsn� n. Try 44,f Cvstnrrer, SeMce.Deciartmenl at 800/
A!R TRANSPORTATION TAX INCLUDED
238-5365'and notify us in writing is 00 - t 7 'h e. "
" `.Our basic rate incudes a federal lax required by Internal Revenue Code Seclion 4271 onlheau
W:Ihm°0 days atter you notify Us ot5o!f gliirn you ksl send usallrefevanhnformation abount
�; -- 1'anspdnatan portion of thisservice
=1
==--wea*7161obligAted to act on any ctain4nlfivou have rad M!transpodat:en charges,and you may, '
" -LIMJ/TATI&S OP✓ OUR //ABILITY "_
not deduct the amount 6f yeur claim m those charges /
-
IflherecipenI accepts your pack a without nnuna any damage on lhetdeiive�-ecord, we will
" - Our liability for loss or damage to your package is limited to your actual damages or 5100.
assumethat lhepackage%4asdel v r ingoodcordipOrn in order far u5toproc' 6%y6urclaim.you
whichever is less. unless you pay for and declare a higher value We do not carry cargo liability,
- mus:. t0 the extent posy:b!e. ma .the onninni shipping canons and packing available: for in -
insurance. but YOU Maypaythlrlyeen!s[or each additional $100of.acclaredvalue. Ifyou declare a
- speckon -
'
'higher value and pay the additional charge• our liability vAl be the lesser of your declaredva!ue or
•Claims for overoharges'and r nils -ust be made in v:nrngtvuhm 12�months of the billing
- the actual value of your package
date,
' Our tiabilityfor delays not 4usedbyyd4rnegtigepc'eshafbelimited toare.'undolYour delivery
-.
,. RIGHT TO/&SPECT �I
..
...charges
.,.. -
'andinspectyawpatkagcspnorloora5er
• - Wewon't beliable for your acts oromissions.mcludingbut not kmitedtoimprop('rolinsufficient
- We may at6urupia cyou give'themto�sIn
packmo, securl ng. marking or addeessir9. Or for the. acts or OmISSIon$ Of the recipient or anyone
deliver -
else with anlntereStinthepackage.Also. we won't be liable if you or the reetpientwolafes any of the
-' - MD C. 0.0. SERV/CES -
terms of our agreement "
Finally, we won't be liable for loss. damage or delay caused by events. we. cannot reasonably
eroices It q -
We don'I provide C.0 you send a a3Cka, e C 0. D by mistake, we'll deiiver the
-
' foresee or control. including but not limited to acts of God. perils of the air, weather condt:ons. -
package and bit; our char s to the recipient,•
mechanical delays. aces of public enemies, war, strikes. civil edrnmottons. or acts or omissions of
RESPONSIR/L/TYFOR PAYPvfENT
public auihonite9 (inetudmg customs and quarantine; officials) with Actual or apparent'authonty
Fvemf you gNe us d, ent pa/Ment ihsvucbon/ you will always tie prunanly resoonSibfe foi all
' WE WON'T BE LIABLE IN ANY CASE FOR INCIDENTAL', CONSEQUENTIAL OR
' SPECIAL DAMAGES, WHETHER OR NOT WE KNEW THAT SUCH DAMAGES
de!iv oats aswFC any CO'may ; 'u�in either returningpackage y i
ery `- Your acka a to you or
.. .. MIGHT BE INCURRED.
DECLARED VALUE IWill TS
wareshousing n pendinsjiosihnn
QUALIf/ ACCEPTAP✓CE
`�
• The highest declared value the a�!OW !s 525.000 per package ar, leSS your'packa P, Ccntam5
highest eclar d valuea!!o 25,00 kage contain
e uCle
". Wye reserve the r.o reject shipment ayrn acceptance anq pno' IO the pedOrmance of any
" UgrkOn of the trans tekOn sen ices vvhi'njb r shipment would be likely to rause damage Or '
itemsThe iwe
' C3Se the declared weallow, is f
highest,'detay
,, toothersh�nis. equipmen Opey'i`^i°I n.i. hei,anspOnat:OnpfwhichisprotF;ritetlby
"extraordinary value" include artwork jewelry tura, mangy preciot s metals. negotiable'inslru-
taw or is in violarules eontame h r1:5 Adm' Or our Service Guide.
0
December 13, 2002
�utte Count
L A N D OF NATURAL WEALTH AND B E A U T Y
PLANNING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397.
TELEPHONE: (530) 538-7601
FAX: (530) 538-7785
Ubiquitel Leasing Company (ATTN: Matt Moreland)
5355 Capitol Court, # 103
Reno, Nevada 89509-7153
CERTIFIED MAIL
Re: Use Permit UP 02-14, AP## 011-030-086
Mr. Moreland:
Enclosed is your validated Use Permit No. UP 02-14 to allow collocation of three panel antennas
on an existing MCI lattice tower located on Highway 32, about 3,500 feet east of Yosemite Drive,
east of Chico city limits about one mile.
Should you have any questions regarding this matter, please contact this office between 8:00 a.m.
and 4:00 p.m., Monday through Friday.
Sincerely,
' 110
Roni Thornton
Office Assistant lI
Enc.
cc: Land Development Division (g)
Building Division (y)
,Environmental Health (p)
Department of Forestry (gld)
Simmons Family Trust
0
J"
USE PERMIT
BUTTE COUNTY PLANNING COMMISSION
DEC 13 1002
DATE: (Certified Mail Rec.)
UP 02-14
PERMIT NO.
011-030-086
ASSESSOR'S PARCEL NO.
Pursuant to the provisions of the Zoning Ordinance of the County of Butte and the special
conditions set forth below: Ubiquitel Leasing Company is hereby granted a Minor Use Permit in
accordance with the application filed: Use Permit to install three 4 square foot flush -mounted
panel antennas at a height of 100 feet on an existing 161 -foot lattice tower, and as many as three
ground -mounted equipment cabinets on a concrete slab located at on the north side of Highway
32, approximately 3,500 feet east of Yosemite Dr. Chico. .
1. Failure to comply with the conditions specified herein as the basis for approval of
application and issuance of the Use Permit, constitutes cause for the revocation of said
permit in accordance with the procedures set forth in the Butte County Zoning Ordinance,
including Butte County Code Sec. 24-45.65.
2. Unless otherwise provided for in a special condition to this use permit, all conditions
must be completed prior to or concurrently with the establishment of the granted use.
The use granted by this permit must be established within 24 months of the date of
approval.
3. Minor changes may be approved administratively by the Directors of Development
Services, Environmental Health, or Public Works upon receipt of a substantiated written
request by the applicant, or their respective designee. Prior to such approval, verification
shall be made by each Department or Division that the modification is consistent with the
application, fees paid and environmental determination as conditionally approved.
Changes deemed o be major or significant in nature shall require a formal application for
amendment.
4. If any use for which a Use Permit has been granted is not established within two years of
the date of approval, the permit shall become null and void and reapplication and a new
permit shall be required to establish the use. A Use Permit subject to lapse may be
renewed for an additional period of up to one year, provided that sixty (60) calendar days
prior to the expiration date, an application for renewal of the Use Permit is filed with the
Planning Division on the prescribed form and accompanied by the necessary data and
fees.
5. The terms and conditions of this permit shall run with the land and shall be binding upon
and be to the benefit of the heirs, legal representatives, successors, and assigns of the
Permittee.
6. Neither the applicant, nor any agent nor representative of the applicant shall intentionally
omit or misrepresent any material fact in connection with the application. Any alleged
material misrepresentation shall constitute grounds for the Director of Development
Services to commence a revocation hearing, and, if proven to exist, shall constitute
sufficient grounds to revoke a permit.
Conditions of Approval:
Planning Division:
1. The new antennas shall be painted to match the color of the tower at the height they will
be located.
2. The Facility must meet or fall within current standards and regulations of the FAA, the
FCC, the County, and any other agency of the Federal or State government with the
authority to regulate such Facilities.
3. The installation of the Facility shall comply with all applicable building and electrical
codes.
4. No advertising or display shall be permitted on the Facility.
5. The placement of any antenna or structure shall not adversely affect any on-site sewage
disposal system or its repair area without written approval from the Division of
Environmental Health.
6. The installation of the Facility shall not violate any existing deed restrictions.
7. The Facility shall have a twelve (12) foot wide all-weather access to a publicly
maintained road capable of supporting a forty thousand (40,000) pound fire apparatus
with fifteen (15) feet of vertical clearance.
8. The Facility shall fall within. current standards and regulations of the FAA, the FCC, and
any other State and/or Federal agency with the authority to regulate such Facility. If such
standards and regulations are changed, the property owner or responsible party shall
bring the Facility into compliance with such revised standards and regulations within
ninety (90) days of the effective date of such standards and regulations, unless a more
stringent compliance schedule is mandated by the controlling agency.
9. There shall be no outdoor vehicle or equipment storage except for emergency purposes.
10. The Facility or combination of the Facilities on the site shall not generate, at any time,
electromagnetic frequency radiation (EMF) or radio frequency radiation (RF) in excess of
the FCC adopted standards for human exposure, as amended over time.
2
11. If it is found that the Facility is or will be detrimental to the health, safety, or welfare of
persons working or residing near such facility, then the service provider(s) and property
owner shall be jointly and solely responsible for the removal, adjustment, or replacement
of the Facility. In no case shall the Facility remain in operation if it is found to create a
hazard to health, safety, and welfare. The Facility shall not be found to create a hazard to
health, safety, or welfare as a result of EMF or RF emissions from the Facility so long as
it meets all current standards established by the FCC, pursuant to FCC OET 65.
Prior to issuance of the building permit for the installation of the Facility, the applicant
shall post a performance security in an amount and form determined by the Director of
Development Services that is sufficient to cover the cost of a one-time test by a radio
frequency consultant selected by the County, sufficient to determine whether the
Facility's RF/EMF emissions comply with FCC standards. If the Facility's emissions are
determined to exceed FCC standards, tl:e applicant is required to pay for such other tests
and other corrective measures as are necessary to establish compliance with FCC OET 65
and its successors and such noncompliance shall constitute sufficient grounds to
commence a permit revocation hearing which may lead to permit revocation. The
applicant shall cooperate in all respects with the County's consultant to assist the
consultant to reach his/her conclusion.
12. All Facilities that are not in continual use for a period of six (6) months shall be
considered abandoned. Abandoned Facilities are hereby designated as unlawful and as
public nuisances, requiring no amortization period. If the Director of Development
Services determines that the Facility is abandoned, the applicant may be required to
remove all equipment belonging to the applicant from the premises and return the site to
its original conditionwithin thirty (30) calendar days of receipt of notice to abate. If such
Facility is not removed and the site returned to its original condition within thirty (30)
days, the County may remove the Facility at the applicant's and/or land owner's joint and
several expense.
13. All equipment cabinets shall be screened from view with a minimum six (6) foot tall
wooden fence surrounding the equipment pad. All screening treatments, including
landscaping, shall be maintained as approved for the life of the Facility.
14. The Facility may not encroach into, under, over, above, or upon any public street in the
unincorporated area of the County in the absence of a valid encroachment permit from
the County.
15. The owner/operator of the Facility shall annually submit a written verification, attested to
under penalty of perjury, signed by both the owner/operator and an FCC licensee in the
employ of or retained by the owner/operator, that the radio frequency
radiation/electromagnetic frequency (RF/EMF) emitted by the facility conforms to safety
standards set forth in FCC OET 65. The reports prepared for the Facility shall conform
to reporting requirements set by the FCC and the County. The reports shall be submitted
to the Planning Division no later than January 31 of each year.
16. The Facility shall be secured at all times to prevent access by the public.
3
17. The project site shall be developed in accordance with the approved project site plan and
the conditions contained herein. Said site plan is on file in the Planning Division, is
identified as "Exhibit D" and date-stamped November 21, 2001, and is incorporated
herein by this reference.
18. Prior to use of this project, the applicant shall contact the Planning Division for a field
inspection to verify all conditions of approval and ordinance requirements have been met.
19. Applicant must comply with all other applicable State and local statutes, ordinances, and
regulations.
Building Division
20. Building permits are required for the antennas and equipment cabinets. Engineer design
calculations are required to verify adequacy of existing tower structure and footings when
additional antennas are installed.
I hereby declare under penalty of perjury that I have read the foregoing conditions, that
they are in fact the conditions which were imposed upon the granting of this use permit, and that
I agree to abide fully by said conditions.
/..,
Dated: /Z OZ 0z_
Applicant
NOTE: Issuance of this Minor Use Permit does not waive requirement of obtaining Building
and Health Department permits before starting construction, nor does it waive any other
requirements.
Bu e County Planning Commission Chairman
CC: Land Development Division
Building Division
Environmental Health Department
Butte County Fire Department/CDF
Assessor
2
202 (8/83) SCAC•AIRB
AFC ACCOUNT NO. SENDER'S REF. NO.
AFC ACCOUNT NO.
RECEIVER'S REF. NO.
146bli879 ,
755/606 _
Q
SENDER (NAME AND STREET ADDRESS)
w
RECEIVER (NAME AND STREET ADDRESS)
TOTAL CHARGES
AiRBORNE
I C I TIEItLQM
I
Butte County
Dept.. of.Public_
' WT. SUBJECT 70
AIRBORNE FREIGHT CORPORATION
Works
CORRECTION
ZC1 SPEAR
7 County Center -Drive
CITY
STATEZIP
CITY
'STATE
ZIP
SAN FPANCISC+O
94105
Oroville
CA
95965
LC�
SENT BY (NAMEIDEPT.) PHONE
Beverle-Condre tis 6-110 0
ATTN. (NAMEIDEPT.)
Tom Jennings
PHONE
I-( 3
THIRD
PARTY
BILLING
ADDRESS
PIECES DESCRIPTION OF PACKAGES I CONTENTS
1 Document
❑ ENVELOPE D PACK ❑ BOxlTU EEXP ESS PACK (UP To
5 ETTER OZ.RESS ❑
R'S SIGNATURE DATE SHIPPED
f / r, !rte/ 10-16-$5
SDL MyLi SAT
I I DDL
S 7395,5.5095FO
ORIGIN AIRBILL NO; Ix
ISPU
S SIGNATURE
IN
7MS,5095
TERMS OF CARRIAGE:
ASSUMED TO BE PREPAID UNLESS
OTHERWISE SPECIFIED
PREPAID COLLECT 3RD PARTY
l
E
PEIGHT (LBS.)
❑ DECLARED VALUE VALUE FOR CARRIAGE
TIME
LOCATION [:]AD ❑BA (:]BT ❑CN ❑HA OLD ❑PA OPT OTB
FULL $
` ❑INSURANCE
Q
w
`
TOTAL CHARGES
AiRBORNE
LILI
I
$
' WT. SUBJECT 70
AIRBORNE FREIGHT CORPORATION
>_TAPE
CORRECTION
P.O. BOX 662 SEATTLE, WA 98111 •cr
w
DIMENSIONS
SENDERS
>
X X =
COD $
-j
w
0
HAA
:ROUTE ,OA RCV'D. TIME ACV -D. NO.
RECEIVED IN GOOD ORDER!ZXCEPT AS NOTED r'
X
DATE
TIME
LOCATION [:]AD ❑BA (:]BT ❑CN ❑HA OLD ❑PA OPT OTB
CONDITIONS OF CONTRACT
1. In tendering this shipment,. Shipper agrees to these Conditions of Contract, which no
7. If insurance coverage is elected by Shi per on the face of this airbill, such coverage is
'fact
agent or employee of the parties may alter, and that this airbill is NON-NEGOTIABLE and
available at an extra charge and is su to the terms and conditions of the policy in
has been prepared by Shipper or on Shipper's behalf by Airborne. It is mutually agreed that
force.
the conditions of carriage for this shipment are governed by Airborne's tarrifs, available for
inspection at Airborne's offices, and which are hereby Incorporated into this contract.
8. No shipment left for pickup at an Airborne deposit station location shall have a declared or
2. Shipper warrants that this shipment is packed adequately to protect the shipment and en-
insured value in excess of $5,000.00. A Letter Expresso shipment shall not have a declared
sure safe transportation with ordinary care in handling.
or Insured value in excess of $500. Any amount in excess of the foregoing limits shall be in -
effective.
3. AIRBORNE SHALL NOT BE LIABLE IN ANY EVENT FOR ANY SPECIAL, INCIDENTAL, OR
CONSEQUENTIAL DAMAGES, INCLUDING BUT NOT LIMITED TO LOSS OF PROFITS OR
9. Airborne shall not be liable for loss, damage, or delay caused by Acts of God, public
LOSS OF INCOME, WHETHER OR NOT AIRBORNE HAD KNOWLEDGE THAT SUCHauthorities,
strikes, labor disputes, weather, mechanical, aircraft failures, acts or omis-
DAMAGES MIGHT BE INCURRED.
' sions of Customs or quarantine officials, or civil commotions.
4. Due to the inherent nature of the air freight business, Airborne does not guarantee delivery
by a stipulated date or a stipulated time, nor shall Airborne be liable for the consequences
of failure to make timely delivery.
5. All claims (except overcharges) must be received in writing by Airborne' within 240 days
after Airborne accepted the shipment. Concealed loss/damage must be reported IN
WRITING to Airborne at destination within 14 days after delivery, or if perishables, verbally
within 48 hours. No claims will be paid until transportation charges have been paid. Claims
may not be deducted from transportation charges. Legal action to enforce a claim must be
brought within one year after the claim has been denied in writing by Airborne, in whole or
part.
6. Except as provided in paragraph 7; Airborne's liability, in the absence of a higher declared
value for carriage, is limited to $9.07 per pound, per piece, of cargo lost, damaged, delayed,
. misdelivered or otherwise adversely affected. This limitation is subject to revision as
published in Airborne's governing tariffs in effect at the time of this shipment. Declared
values for carriage, in excess of $9.07 per pound, per piece, shall be subject to an excess
v r
10. Unless otherwise expressly provided in Airborne's tariffs, and subject to any conditions or
restrictions contained therein, the following articles will not be accepted for carriage. Any
shipment prohibited by law, artwork, bonds, coins of any kind, currency, furs, fur clothing,
gems or stones (cut or uncut), industrial diamonds, gold or silver coined concentrates,
jewelry (other than costume jewelry), money, pearls, precious metals, securities
(negotiable), time sensitive written material (e.g. bids, contract proposals when the
declared value exceeds $9.07 per pound), processed film when the declared value exceeds
$500.00, watches and parts thereof, and such other articles provided in Airborne's govern-
ing tariffs and service guide. These limitations are subject to revision as published In Air-
borne's governing tariffs. Airborne shall not be liable for any loss, damage, delay, liabilities
or penalties resulting from the transportation of any of the foregoing articles, however
described or misdescribed in this airbill, and no employee or agent of Airborne has any
authority to accept for transportation such articles or to waive the limitations herein con-
tained.
11. Airborne is insured for aggregate losses at any one time at any one place under a cargo
policy with maximum limits of $1,500,000.00.
12. Rates and charges for this shipment will be based on actual or dimensional weight,
whichever is greater.
13. Airborne's wholly owned subsidiary, Airborne Forwarding Corporation, is an authorized
freight forwarder, and the surface portion of the carriage shall be made subject to its tariffs
on file with the Interstate Commerce Commission.
14. If this is an international shipment (except for Canada -destined shipments), liability rules
under the Warsaw Convention shall apply, and Airborne accepts this airbill as a Shipper's
letter of instruction with authorization to prepare and sign on Shipper's behalf an interna.
tional air waybill. For international shipments, Airborne reserves the option to act as agent
of the carrier, instead of as a forwarder, in which event the direct carrier's tariffs shall apply
to this shipment.
15. C.O.D. amounts must be paid to the carrier in cash, or by cashier's check, certified check or
postal money order.
202(8/83)
:MCI
I To
jF AllNG 5
From
BEVERLEY CONDREY
Date
❑ Please Handle
❑
For Your Information
❑ Follow Up
❑
Note And Return
❑ See Me On This
❑
Note And Forward
❑ Your Approval
❑
Your Comment/Advise & Return
❑ File
❑
Do Not Return
Comments:
Pcn kL.P,,
Returh to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT
FOR RESIDENTIAL DEVELOPMENT
Section 26-8.1 of the Butte County Code requires this acknowledgement;
be recorded prior to issuance of a building permit.
Ile-
Go`G�
The property described herein is adjacent to land or included /U- 22-83'
within an area zoned for agricultural purposes, and residents of this;
property may be subject to inconveniences or discomfort arising from
the use of agricultural chemicals, including, but not limited to herbicides, pesticides,
and fertilizers; and from the pursuit of agricultural operations including, but not limited
to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust,
smoke, noise, and odor. Butte County has established agricultural zones which have as a
priority use for productive agricultural purposes, and residents within said zones and on
adjacent property should be prepared to accept such inconvenience or disconform from normal,
necessary farm operations.
All that real property situate in the County of Butte, State of California, described
fa}}&wv-- in Exhibit A attached hereto and made apart hereof:
Date: =t
Attest:
By:
���.;��yy C. Bolton -Smith, Jr.,
Vital@` of
SS.
�• Of C D\vy-,..bi oma.
PROPERTY OWNER&-
kYIVX,,-
MCI T lecommunications Corporation..
By:
Asst. Secretary Michael J. Row'n - S for Vice President
On this the Iok-*h, day of o 19 a before
me, the undersigned Notary Public, personally appeared.
'M ; C.hae1 <S r,:, S 0- &.9- V4 o_n
C . Q>o\keh-S O•Ss Y-,t,�osri
-70 Personally known to me. / / Proved to me on the basis
of satisfactory evidence.
to be the personLs) whose names) o.�C P subscribed to
the within instrument and acknowledged that
executed the same.for the purposes therein containe .
IN WITNESS WHEREOF, I hereunto set my hand and official seal.
Present A.P. No. b / 3 g- 0 ((
y Publkic
My Comnisison eacpho Odobw 31, 141
EXHIBIT A
BUSH & GUUGELL, INC.
Engineers - Planners - Surveyors
555 South 300 East
Salt Lake City, Utah 84111
(801)364-1212
June 5, 1985
Land Description
To Be Leased By
MCI Telecommunications Corporation
. From
John D. Drake & Christina H. Simmons
All that certain parcel or tract of land situated in the North one-half of
Section 21, Township 22 North, Range 2 East, Mount Diablo Base and Meridian;
said tract being a portion of that certain parcel of land as previously con-
veyed to John D. Drake and Christina H. Simmons (.Trustee) and as recorded in
Book 2877, Page 545 of the Butte County Recorders Office, located near Chico,
Butte County, California; described as follows:
Beginning at a point in the Northerly right-of-way fence
of California State Highway 32, said point being South
72° 06' 30" West along said right-of-way fence, 356.82 feet
from California State Highway right-of-way marker, Station
279+32.51; said point of beginning also being North 67° 46'
36" West 2503.85 feet from the East One Quarter Corner of
said Section 21 (a found brass cap), Township 22 North,
Range 2 East, Mount Diablo Base and Meridian; and running
thence South 72° 06' 30" West along said right-of-way fence,
311.14 feet; thence North 17° 53' 30" West 420.00 feet;
thence North 720 06' 30" .East 311.14 feet; thence South
17° 53' 30" East 420.00 feet to the point of beginning.
Said parcel containing 3.00 acres (130,680.0 S.F.), as per survey of Bush &
6udgell, Inc, dated June 3, 1985.'
DR:ccd
P.O..BOX 13340. 123 COMMERCE CIRCLE. SACRAMENTO. CA 95813. 91692S-9012
LOWLY Q ASSOCIATES
October 17, . 1985
MCITelecommunications.,
Attention: Dennis McGee
400 International Parkway
Richardson, TX 75081
MCI DOE MILL RELAY STATION
State Highway 32
Chico, California
L & a No. 85-434
Enclosed are five copies of our Foundation Engineering Report
for the above -captioned project. We are also forwarding
one
copy of this r.eport to Tom Jennings at the Butte County
Department of. Public Works in Oroville, California`.
Thank you for this opportunity to be of .service.
LOWRY & associates
WILLIAM C. BOLI
WCB:.jm
Enclosures
x.c: Butte County DPW/Tom .Jennings
P.O..BOX 13340. 123 COMMERCE CIRCLE. SACRAMENTO. CA 95813. 91692S-9012
:urn to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT
Ivi0 VViTH FOR RESIDENTIAL DEVELOPMENT AcCORO=D IN OFFICIAL RECORDS `
()TtGI A J(D'1_U 1E8*.T OF BUTTE COUNTY ;CALIFORNIA
AT THE REQUEST OF
Section 26-8.1 of "the Butte County Code requires this acknowledgement
be recorded prior to issuance of a building permit. L95�3�'S~%8
The property described herein is adjacent to land or included
1985 NOV 06
within an area zoned for agricultural purposes,.and residents of th' EAhORF� $ECYER .
property may be subject to inconveniences or discomfort arising fro rr E _RECORDER FEE the use of agricultural chemicals, including, but not limited to her. cedes, pesticides,
and fertilizers; and from the pursuit of agricultural operations including, but not limited
to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust,
smoke, noise, and odor. Butte County has established agricultural zones which have as a*
priority use for productive agricultural purposes, and residents within said zones and on'
adjacent property should be prepared to accept such inconvenience or disconform from normal,
necessary farm operations.
All that real property situate in the County of Butte, State of California,.described
as `orbs: on Exhibit A attached hereto and made a part hereof.
Date : oo �- . (, `I�j PROPERTYOWNERS
Lessee
-@ou nty- w f-----�
Present A.P. No.
EXHIBIT A
BUSH & GUDGELL, INC.
Engineers • Planners • Surveyors
555 South 300 East
Salt Lake City. Utah 8411 1
.(801) 364-1212
June -S, 1985
Land Description
To Be Leased By
MCI Telecommunications Corporation
From .
John'D. Drake & Christina H. Simmons
AY.l.that certain parcel or tract of land situated in the North one-hal.f'of
Section 21, Township 22 North, Range 2 East, Mount Diablo Base and Meridian;
said tract being a portion of that certain parcel of land as previously con-
veyed to John D. Drake and Christina H. Simmons (Trustee) and as recorded in
Book 2877, Page 545 of the Butte. County Recorders Office, located near Chico,
Butte County, California, described as follows:
Beginning ata point in the Northerly right-of-way fence
of California State Highway 32, said point. -being South
72° 06' 30" West along said right-of-way fence, 356.82 feet
from California State Highway right-of-way marker, Station
279+32.51; said'point of beginning also being North 67° 46'
36 West 2503.85 feet from the East One Quarter Corner of
said Section 21 (a found brass cap),'Township 22,North,
Range 2 East, Mount Diablo Base and Meridian; and running
thence South 72° 06' 30" West along said right-of-way fence,
311.14. feet; thence North 170" 53' 30" West 420.00 feet;
thence North 72° 06' 30" East,311.14 feet; thence South
17° 53'.30" East .420.00 feet to the point of beginning.
Said parcel containing 3.00 acres (130,680.0 S.F.), as per survey of Bush &
Gudgel l , Inc, dated June -3, 1985.
DR:ccd
ACKNOWLEDGEMENT OF LESSEE
s s .
OF
On �6U . 9' duly commissioned' and sworn, before me, the
undersigned, a Notary Public in and for said State, personally appeared
Michael ' JRowny and (,• ��4Mr S P?qj ,Ty , known to me
to be the Seniory;cP President, and a �- Secretary,
ccictant
respectively, of the. corporation that executed the within instrument
and acknowledged to me that such corporation executed the same.
In Witness Whereof, I have hereunto set- my hand and affixed my official
seal the day and year in this Certificate first above written.
Notary Public
My Commission Expires: MY Commiusion Expires December 14, 1988
FT. WORTH -TOWER
-INO. BOX 8597 FT. WORTH TX. 70124
Tower T I & 0 FT GUYED
Location CHICO. CALIFORNIA
Owner MC I 7ELECOMMUNICATIONS
Desion WINO SPEEO = l3 MPH PER LI.B.C. (19821
0'
D L2-1/2 x 1-1/2 x 3/16 L
8 - L2-1/2 x 2 x 3/16 LLV ✓
F - L2-1/2 x 2-1/2 x 3/164'
G - L2-1/2 x 2-1/2 x 1/44,-
ASTM
/4✓ASTM
%9 Q
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rr
o ;9
x
9
U% ,►
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104' Is, ST
Vol .
68 ` /Is, 5T
.
.
r.
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BASE KEAGTIC*J
t1 = JO K
V = 111 K
PAUL J. FORD AND COMPANY
STRUCTURAL ENGINEERS
350 EAST BROAD STREET SUITE 500
COLUMBUS, OHIO 43215 . 014-221-8579
Page
S
(
Of 2
.By C 5L
612' (0')
Date 10- 7 -8(0
Comm. No.
(88 8(0- 251 R
Revision No. 2
Date
604' (-89
i
2400
1 614' (+2')
125'
EQUIPMENT
FUT - 1
- EL
155' UHX-10 AZ 270.0°
- 2
- EL
133' SHX-10 AZ 302.50
- 3
- EL
133' SHX-10 AZ 302.5°
FUT - 4
- EL
110' UHX-10 AZ 270.00
5
- EL
88' SHX-10 AZ 172.6°
6
- EL
50' SHX-IO AZ 172.60
7
- EL
50' SHX-10 AZ 172.60
8
- EL
50' :- SHX-10 AZ302.50
- (2)-EWP
52 TO EACH UHX ANTENNA
- (2)
EWP 37 PLUS (2) EWP 52 TO
EACH SHX ANTENNA
= INSIDE CLIMBING LADDER
— 3/4"4 EMS.
9.S-=5'8-311
I.T : 5.81C •.
`� o •��so...�o �� iii
V81141EH5
B.S . = 40.2 K ` W O No. 2 89 0
L °Y ?lav*`
�� �
crn� 1......
SEE CHART
GUY AWC. oR VED.
H = IIOK
Y= 86" �d�
ELEV.
GUY RADIUS
9A5E
612' (0')
-
0°. _
612' (09
128'
1200
604' (-89
138'
2400
1 614' (+2')
125'
— 3/4"4 EMS.
9.S-=5'8-311
I.T : 5.81C •.
`� o •��so...�o �� iii
V81141EH5
B.S . = 40.2 K ` W O No. 2 89 0
L °Y ?lav*`
�� �
crn� 1......
SEE CHART
GUY AWC. oR VED.
H = IIOK
Y= 86" �d�
4:T, WORTH TOWER
I.O. gox 46011 ". WORTH TX. 14124
f
'; : Towa� • 160 FT. GUYED
r location (NICO. CA
;i , Owner MCI TEtEC01JtMI1NICATIONS
s
f O.alan WIND 5PEED -'73 MESH PER U-& C. (19821
A4641dlna To RS -222 C Zona
rr{
:• Z3/4"♦ SOLID
a ANCUOR ROD
d�
31 101'
9j/a L
IZ -
ROCK->. .
?OP r -'l
It 6 @ 8" E. W. BOT.
ItPAUL J. FORD AND COMPANY
.STRUCTURAL ENGINEERS
350 EAST BROAD STREET SUITE $00
COLUMBUS, OHIO 43215. 614-221-4679
Paga 2 Of - 2
By C S L oats
Comm- No. 1888(0 - 291 R
Revision No. Z Data l 1= & - 8 (o
NOTES:
1. ALL CONCRETE SHALL HAVE A MINIMUM
COMPRESSIVE STRENGTH OF 4000 PSI AT 28
DAYS.
2. 1REINFORCING STEEL -SHALL CONFORM TO
ASTM A615 GRADE 60.----
3. GUY ROD STEEL STRENGTH SHALL CONFORM
TO ASTM A36.
4. ROCK BOLTS SHALL BE DYWIDAG THRF.ADBAR
RESIN ANCHORED AND GROUTED ROCK BOLTS
CONFORMING TO ASTM A722 GRADE 150.
AFTER THE FAST -SETTING RESIN IN THE
BOTTOM OF THE HOLE HAS CURED ( BUT
BEFORE THE SLOWER SETTING GROUT HAS
CURED), THE ROCK BOLTS SHALL. BE
I PROOF—LOADED TO 76 RIPS. THE
[;:IN- CRADE PROOF—LOAD SHALL BE RELAX WITH A
PRETRESSING FORCE OF 43 RIPS
REMAINING IN EACH BOLT. ANCHOR PLATES
AND NUTS SHALL EXTEND TO WITHIN
= VA R i E S 11- 011 f APPROX . 6' OF THE TOP OF THE CONCRETE
TO 71-0"± CAP.
• = _ 5. TOTAL CONCRETE = 11.9 CUBIC YARDS.
(7 1- 1"0 ROCK BOLTS
'
-
1
o
.. 6:
314414OLEPER.
1
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ItPAUL J. FORD AND COMPANY
.STRUCTURAL ENGINEERS
350 EAST BROAD STREET SUITE $00
COLUMBUS, OHIO 43215. 614-221-4679
Paga 2 Of - 2
By C S L oats
Comm- No. 1888(0 - 291 R
Revision No. Z Data l 1= & - 8 (o
NOTES:
1. ALL CONCRETE SHALL HAVE A MINIMUM
COMPRESSIVE STRENGTH OF 4000 PSI AT 28
DAYS.
2. 1REINFORCING STEEL -SHALL CONFORM TO
ASTM A615 GRADE 60.----
3. GUY ROD STEEL STRENGTH SHALL CONFORM
TO ASTM A36.
4. ROCK BOLTS SHALL BE DYWIDAG THRF.ADBAR
RESIN ANCHORED AND GROUTED ROCK BOLTS
CONFORMING TO ASTM A722 GRADE 150.
AFTER THE FAST -SETTING RESIN IN THE
BOTTOM OF THE HOLE HAS CURED ( BUT
BEFORE THE SLOWER SETTING GROUT HAS
CURED), THE ROCK BOLTS SHALL. BE
I PROOF—LOADED TO 76 RIPS. THE
[;:IN- CRADE PROOF—LOAD SHALL BE RELAX WITH A
PRETRESSING FORCE OF 43 RIPS
REMAINING IN EACH BOLT. ANCHOR PLATES
AND NUTS SHALL EXTEND TO WITHIN
= VA R i E S 11- 011 f APPROX . 6' OF THE TOP OF THE CONCRETE
TO 71-0"± CAP.
• = _ 5. TOTAL CONCRETE = 11.9 CUBIC YARDS.
(7 1- 1"0 ROCK BOLTS
-
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M .6: FOUNDATION DESIGN BASED UPON SOILS
- REPORT (JOB a 8S-4341 BY LOWR 5,
ASSOC_ oATE➢ Ia-11-95.
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PIM. GRADE
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APPROVED
PAUL I FORD and Company
STRUCTURAL ENGINEERS
hcy - xectim bc--S-r6v
Page
Of - 4
By CCL Date I I — r- ?(o
Project 16o' CHICO, CA CrtjYcP 'Towek,
Client Ft cuovk-1 Comm. No. 1&09d -2t-le
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June 23, 1986
CERTIFIED MAIL
Tom Reid
Butte County Environmental Health
196 Memorial Way
Chico, CA 95926
Re:. Chico - Sacramento, California
Project #003538
Dear Mr. Reid:
Enclosed is.a copy of MCI's Septic Tank Pumping contract with Paradise
Plumbing for our site in Chico, California. As you can see our contract
calls for complete pumping and washdown as"required, but no less often
than every six months. We will begin the 6 -month rotation at the time of
holding tank installation (September 1, 1986).
For your use I have enclosed our final plumbing drawings indicating
equipment and our operating procedure. I trust that the contract and
drawings will -be sufficient for you to give your approval to Mr. Tom
Jennings in the Department of Public Works so he can issue a building
permit to MCI for this site. MCI would appreciate your efforts to issue
approval by July 15, 1986 as our plans are to begin construction on
July 22, 1986.
If any additional information is required or if I can.be of assistasnce
please call me at 214-380-4432.
Sincerely,
z
Tom Shepherd
Junction Building Engineer
TS/cbd/0183v-14
cc: R. White
J. R. Cross
B. Condrey
L. Pemberton
B. King
Cj .`-Jennings
MCI Telecommunications
Corporation
r
400 International Parkway
Richardson, Texas 75081
4
214 783 4900
June 23, 1986
CERTIFIED MAIL
Tom Reid
Butte County Environmental Health
196 Memorial Way
Chico, CA 95926
Re:. Chico - Sacramento, California
Project #003538
Dear Mr. Reid:
Enclosed is.a copy of MCI's Septic Tank Pumping contract with Paradise
Plumbing for our site in Chico, California. As you can see our contract
calls for complete pumping and washdown as"required, but no less often
than every six months. We will begin the 6 -month rotation at the time of
holding tank installation (September 1, 1986).
For your use I have enclosed our final plumbing drawings indicating
equipment and our operating procedure. I trust that the contract and
drawings will -be sufficient for you to give your approval to Mr. Tom
Jennings in the Department of Public Works so he can issue a building
permit to MCI for this site. MCI would appreciate your efforts to issue
approval by July 15, 1986 as our plans are to begin construction on
July 22, 1986.
If any additional information is required or if I can.be of assistasnce
please call me at 214-380-4432.
Sincerely,
z
Tom Shepherd
Junction Building Engineer
TS/cbd/0183v-14
cc: R. White
J. R. Cross
B. Condrey
L. Pemberton
B. King
Cj .`-Jennings
0
PERMALITE"
CLASS I FOAM INSULATION
precautions must be observed wherever it is
used. Iso -Lite should be stored and used in a
location free from any ignition hazard. Permalite
Iso -Lite should not be subjected to the applica-
tion of hot bitumen in excess of 450OF.
CODE ACCEPTABILITY, CERTIFICATION: Per-
malite Iso -Lite products are approved by Fac-
tory Mutual Research for Class 1 Construction,
Windstorm Resistance Classifications 1-60 and
1-90. See current Factory Mutual Approval
Guide. Permalite Iso -Lite also meets the phys-
ical property requirements of Federal Specifica-
tions HH-1-1972/GEN and HH -1-1972/2.
SIZES: Permalite Iso -Lite is available in
36"x42" and 36"x48" panels.
surface of Pk should not be subjected to the
application of hot bitumen in excess of 450dF.
CODE ACCEPTABILITY, CERTIFICATION: Per-
malite Pk Roof Insulation is an approved com-
ponent of Factory Mutual System Class 1 Insu-
lated Steel Deck Construction, when secured to
steel deck with mechanical fasteners (Perma-
fastner System -see page 12) as described in
Factory Mutual System Loss Prevention Data
Sheet 1-28 and current Factory Mutual Approval
Guide; I.C.B.O. Report No. 3549; S.B.C.C.I.
Report No. 8392; B.O.C.A. Report No. 83-36;
and A.S.T.M. Standard No. C728 (which has
superseded Federal Specification HH -I -529b).
Permalite Pk is listed under Buildings Units
(TIAR) by Underwriters Laboratories, Inc., as
roof deck construction material for use in Con-
struction Nos. 1, 2, 27,157 and Fire Resistance
Rating (BXUV) Design Nos. P252 and P225. It
conforms to Federal Specification HH -1-1972.
bitumens, cold adhesive and mechanical fas-
teners (Permalite Perma-fastn6r System, see
page 12), and is fully compatible with all BUR
and most Single -Ply roofing membranes.
LIMITATIONS: Permalite Iso -Pert is not struc-
tural in nature. It should be stored dry and not
left exposed to the elements. No more insu-
lation should be installed than can be covered in
the same day. Good fire safety precautions must
be observed wherever this product is used. Iso-
cyanurate has excellent fire resistive qualities.
However, Permalite Iso -Pert should be stored
TFCNNICAL DATA
Physical ProperNes'r
Nom.
Tests .
Water Vapor Permeability
1.5"
Up to 3%'
permrnch @ 73°F, 51% RH `
' 2
ASTM 0355
Compression Resistance'
Value):-.
" ,:as
1046 Consolidation -psi .
25
ASTM D16217
Density -pct
2 ..
- ASTM D1622
Width of Flutes Min. Thickness
Up to 3"
1.1"
Up to 3%'
1.5"
Up to 3%'
2.1"
Up to 4"
2.7"
SIZES: Permalite Pk is available in 36"x42"
and 36" x48" panels.
TFCNNICAL DATA
Physical Properties '.
Nom.
Test" -L,'
water Absorption %Vol-2hrs .
•1.2
ASTM C2091-=
Dimensional Stability
(Aged "R"
(nominal]
24 Hours @ 158°F• •
Value):-.
" ,:as
Linear Change-%
2
ASTM C21261
Compression Resistance
.t,,-.07_'- 14.29
`1
1046 Consolidation -psi
25
ASTM 01621`:
Laminar Tensile Strength
14.29.
6209
(Internal Bond) Psis: ..
4.
,--ASTM
Width of Flutes Min. Thickness
Up to 2%' 1.7"
Up to 31h" 1.9"
Thickness over flutes is as manufactured and not field
laminated.
and used in a location free from any ignition
hazard.
CODE ACCEPTABILITY, CERTIFICATION: Per-
malite Iso -Pert is approved by Factory Mutual
Research for Class 1 Construction, Windstorm
Resistance Classifications 1-60 and 1-90. See
current Factory Mutual Approval Guide. Per-
malite Iso -Pert also has a UL Class A Fire Rating.
Permalite Iso- Perl also nee se p iysic" of p' p-
erry requirements of Federal Specifications
HH-1-1972/GEN and HH -1-1972/3, and ASTM
Standard C728.
observed wherever it is used. Pk Plus should be
stored and used in a location free from any igni-
tion hazard.
CODE ACCEPTABILITY, CERTIFICATION: Per-
malite Pk Plus is classified by Underwriters
Laboratories, Inc. for use in construction num-
bers 1, 2, 157 and U.L. Fire Resistive Design
Nos. P94 ind U25. See current UL Building
NI'aterials Directory and fire Resistance Direc-
tory. Permalite Pk Plus is approved by Fac-
tory Mutual Research for Clap 1 Construction,
Windstorm Resistance Classifications 1-60 and
1-90. See current Factory Mutual Approval
guide. Permalite Pk Plus is described in I.C.B.O.
Report No. 3549- S.B.C.C.I. Report No.
83 eport No. 83-36; and ASTM
Standard No. C728 (which has superseded
Federal Specification HH -1-529b). Permalite Pk
Plus meets the physical property requirements
of Federal Specifications HH-1-1972/GEN and
HH -1-1972/5.
SIZES: Permalite Pk -Plus is available in
36"x48" and 36"x42" panels.
TECHNICAL DATA: Same data as for Permalite
Pk, above.
FLUTE SPANABILITY: Permalite Pk Plus may
be used on all fluted metal decks with flutes up
to 31/2" wide.
7.15/InP
TWFaMAI VAI iIFS nF PERMALITE ISn-LITE
Thermal:;:
%Thermal
Weigh
Conductance
Resistance
' Welli
Thickness (Aged "C7.
(Aged "R"
(nominal]
,
(nominal) Value) -.
Value):-.
IbsJsq:K
1.3° 12 r ;:s
8.33
'.261
51:• :.10
.t,,-.07_'- 14.29
1.69'• :r
18 y 08 x
12.50
«A
2.1"' .07 -
14.29.
182
&6*'n
_28°= fAw405 --:
'`20.00
47
Thermal values for Permalite Iso -Lite are based on RILL r IMA
Conditioning Procedure No. 281-1.
THERMAL VALUES OF PERMALITE Pk
cr "Thermat'1 Thermal rn- rn:
ti. Conductance Resistance -Weight
Thickness . (Aged "C';` ZAged "R" (nominal),,
(nominal) Value) Value) lbs./sq. ft',
1.7".- _ +x.,.^.12 7 t < 8.33
10' 10.00 ' 94 y
r•
2.2' .08 12.50 - - ' 11.0011
2.5" .07 . 14.29 1.06 •i'
2.7-,' .06 .16.67;::. 1.08..
'.051,4 20.E 1 17: r
Thermal Values for Permalite Pk are based on RIUMMA t;onar
tioning Procedure No. 281-1.
SIZES: Permalite Iso -Pert is available in
36"x48" and 36"x42" panels.
THERMAL VALUES, TECHNICAL DATA, FLUTE
SPANABILITY OF PERMALITE ISO-PERL:
Same data as for Permalite Pk, above.
THERMAL VALUES OF PERMALITE Pk PLUS
y
r =
Thermal " Thermal
Conductance Resistance
Weigh
Thickness
(Aged "C" (Aged "R"
(nominal);
(nominal)
Value) ." Value)
lbs./sq. tL-,.
2.4" `.
_ ' .10 " _ ' 10.00
1.60 -
12.50-
2.9''
.t,,-.07_'- 14.29
1.69'• :r
3.1"
- - .06 16.67 ..
1.74
3X.
Z-.05 2000%
182
Thermal values for Permalite Pk Plus are oases on nrw �mr
Conditioning Procedures No. 281-1.
INTEtiMATlO(dRl PERMALITE°
2:�p PERfiIAUTE,oNc. CLASS I FOAM INSULATION
PERFORMANCE INSULATIONS
PERMALITE
ISO -LITE TM
SOLITETM
PERMALITE Pk@
PRODUCT PRESENTATION: Permalite Pk insu-
lation is a composite of perlite and isocyanurate
PRODUCT PRESENTATION: Permalite Iso -Lite
Roof Insulation is a rigid isocyanurate foam in-
sulation between selected facers suitable for
both BUR and single -ply applications. Iso -Lite
offers the maximum thermal efficiency and the
highest possible fire ratings.
ADVANTAGES: • Permalite Iso-Lite's superior
thermal performance makes it the premier roof
insulation available today. • Permalite Iso -Lite
has the highest possible fire ratings from both
Factory Mutual and UL. • Permalite Iso -Lite is
light weight and highly resistant to damage and
compression. • Iso -Lite is compatible with all
roofing systems, including built-up and all types
of single -ply membranes. • Permalite Iso -Lite is
the ideal insulation where high thermal perfor-
PRODUCT PRESENTATION: Permalite Pk insu-
lation is a composite of perlite and isocyanurate
foam. It combines the water resistance, dimen-
sional stability and fire resistance of Permalite
Sealskin perlite insulation, with the excellent in-
sulating qualities of isocyanurate foam. Avail-
able with facers for both BUR and single -ply
applications, Pk is listed under Building Units
(TIAR) by Underwriters Laboratories, as a Roof
Deck Construction Material for use in Construc-
tion Nos. 1, 2, 27,157, UL Fire Resistive Design
Nos. P252 and P225 and by Factory Mutual for
Class 1 Insulated Steel Deck Construction. Pk
can be applied to roof decks using hot bitumen,
cold adhesive or mechanical fasteners, includ-
ing International Permalite's FM and UL ap-
proved Perma-fastner system (see page 12).
ADVANTAGES: • Combines the high insulating
efficiency of isocyanurate foam, with the rated
fire resistance, dimensional stability and com-
mance, fire resistance and a thin profile are
design considerations.
APPLICATIONS: Permalite Iso -Lite may be used
on nailable, non-nailable or metal roof decks. It
may be applied with hot bitumen, cold adhesive
or mechanical fasteners (Permalite Perma-
fastner system, see page 12). For use under
ballasted Single -Ply membranes, the insulation
may be loose laid in accordance with membrane
manufacturers recommendations.
LIMITATIONS: Permalite Iso -Lite insulation is a
non-structural board. It should be stored dry
and not left exposed to the elements. No more
insulation should be installed than can be cov-
ered the same day. Although isocyanurate has
excellent fire resistive qualities, good fire safety
patibility of Permalite Sealskin perlite insulation.
Rigid isocyanurate foam has lower water vapor
permeability than conventional insulation
boards, giving Permalite Pk insulation a lower
overall perm rating than many other materials.
Available with top facers suitable for both BUR
and Single -ply.
APPLICATIONS: For use over structural roof
deck systems where energy conservation is of
prime consideration, and where UL and/or FM
approvals are called for.
LIMITATIONS: Permalite Pk is not structural in
nature. It should not be left exposed to the ele-
ments, and should be stored dry. No more insu-
lation should be applied than can be completely
covered the same day. Although isocyanurate
has excellent fire resistive qualities, good fire
safety precautions must be observed wherever
it is used. Pk should be stored and used in a
location free from any ignition hazard. The top
PERFORMANCE — PLUS BLISTER CONTROL
PERMALITE ISO-PERLTM
PERMALITE
Pk PLUS°
PRODUCT PRESENTATION: Permalite Iso -Pert
Roof Insulation is a composite of perlite board
and isocyanurate foam. Iso -Pert is designed to
be installed with the perlite side up, providing a
time tested high performance surface for hot
applications that helps minimize blistering.
use of hot bitumens over urethane and iso-
cyanurate insulations. • Meets Factory Mutual
Class 1 Insulated Steel Deck Construction and
UL Class A Fire Rating with the foam side of the
board in contact with the deck. • Combines all of
the advantages of an isocyanurate insulation
board with those of Permalite Sealskin for use
with Built -Up -Roofing membranes.
APPLICATIONS: Permalite Iso -Pert is the ideal
ADVANTAGES: • Helps minimize the potential insulation for use on metal, nailable and non-
tnr hfictare which has hPAn associated with the nailable roof decks. It can'be applied with hot
PRODUCT PRESENTATION: Permalite Pk Plus
consists of a core of rigid isocyanurate foam
sandwiched between two layers of dimen-
sionally stable Sealskin® Perlite Board. This
combination gives Permalite Pk Plus the han-
dling and fire resistive qualities of perlite
board, and the superior insulating properties
of isocyanurate.
ADVANTAGES: • Protects the foam core from
ultraviolet rays, moisture, heat migration and
fire on both sides • Provides trouble free, time
tested base for the application of a BUR. • Con-
tributes to the dimensional stability of the foam
insulation. • Easy to cut and fit to rooftop
details. • FM and UL Fire Rated.
APPLICATIONS: Permalite Pk Plus is ideal for
use on metal, nailable and non-nailable roof
decks. It can be applied with hot bitumens, cold
adhesive and mechanical fasteners (Permalite
Perma-fastner System, see page 12), and is
fully compatible with all BUR and most Single -
Ply roofing membranes.
LIMITATIONS: Permalite Pk Plus is not struc-
tural in nature. Permalite Pk Plus should not be
left exposed to the elements. It should be stored
dry. No more insulation should be applied than
can be completely covered the same day.
Although Pk Plus has excellent fire resistive
qualities, good fire safety precautions must be
�ketur6 to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT 8 5 —_
FOR RESIDENTIAL DEVELOPMENT `OFGBUTTECOUNTUA FORMA
r AT THE REQUEST OF
Section 26-8.1 of the Butte County Code requires this acknowledgement MpANY SVJQA*�
be recorded prior to issuance of a building permit. S5-36578
The property described herein is adjacent to land or included
1285 NOV i ii •06
within an area zoned for agricultural purposes, and residents of th• M.BECKER
property may be subject to inconveniences or discomfort arising from
P.4ERKL-RECORDER FEE
the us -e of agricultural chemicals, including, but not limited to*her 'ic-ides, pesticides,
and fertilizers; and from the pursuit of agricultural operations including, but.not limited
to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust,
,smoke, noise, and odor. Butte County has established agricultural zones which have as a pages
priority use for productive agricultural purposes, and residents within said zones and o.n
adjacent property should be prepared to accept such inconvenience or disconform from normal,
necessary farm operations.
All that real property ,situate in the County of Butte, State of California, described
a,-ie1jew: on Exhibit A attached hereto and made a part hereof.
Date . F. -LC nom'' ;6,o �� PROPERTY OWNERS' Lessee
MCI T-x-lecommumi
C. -- reidentUAi ae owny.- e for ice
�F
-Ovucrt�f�----}
Eire --be si s
Abe
e4Eeeuted-'cite--saeie�_4e 9$E'8 L. eeRteiRed.
fr___,,,
Present A.P. No. d—o3-8�'a
x:85-36578
June 5, 1.985
EXHIBIT A
BUSH & GUDGELL, INC.
Engineers - Planners - Surveyors
555 South 300 East •
Salt Lake City. Utah 8411 1
(801)364-1212
Land Description
To Be Leased By
MCI Telecommunications Corporation
From
John D. Drake & Christina H. Simmons
All that certain parcel or tract of land situated in the North one-half of
Section 21•, Township 22 North, Range .2 East, Mount Diablo Base and Meridian;
said tract being a portion of that certain parcel of land as previously con-
veyed to John D. Drake and Christina H. Simmons (Trustee) and as recorded in
Book 2877, Page 545 of the Butte County Recorders Office, located near Chico,
Butte County, California, described as follows:
Beginning at a point in the Northerly right-of-way fence
of California State Highway 32, said point being South
720. 06' 30" West along said right-of-way fence, 356.82 feet
from California State Highway right-of-way marker, Station
279+32.51; said point of beginning also being North 67° 46'
36" West 2503.85 feet from the cast One Quarter Corner of
said Section 21 (a found brass cap), Township 22 North,
Range 2 East, Mount Diablo Base.and Meridian; and running
thence South 72° 06' 30" West along said right-of-way fence,
311.14. feet; thence North 170 53' 30 West. 420.00 feet;
thence.North 72° 06' 30" East 311.14 feet; thence South
17° 53' 30" East 420.00 feet to the point of beginning.
Said parcel containing 3.00 acres (130,680.0 S.F.), as per survey of Bush &
Gudgell, Inc, dated June 3, 1985.
DR:ccd
Y 8.5—.36578
t ACKNOWLEDGEMENT OF LESSER.'
l �! • LJO-�%�
oil
�� �� .SS.
On NJyw�i ���duly. commissioned and sworn., before me, the
undersigned, a Nota y Public in and for aid State., personally appeared
Michael JRowny and C., d f v.__-�kyA4T Tr., known' to me
to be the Seninr vire President, and Secretary,
respectively, of the corporation that executed the within instrument
and acknowledged to me that such corporation executed the same.
In Witness Whereof, I have her set my. hand and affixed my official
seal the day and year in this Certificate first above written.
Notar . Public
My Commission Expires: MY Co -.r wsion Expij;z t Nco
ns�as 14, 1388 '•.
SITE NAME: MC -CENTER
SITE NUMBER: SF03UB395A
SITE ADDRESS: 4439 HWY. 32
CHICO, CA-
DEED
A
DEED BOOK PAGE: -
PARCEL NUMBER: -
A.P. NUMBER: 011-030-086
CURRENT ZONING: AR
Ubioqui.T'el
WIRELESS COMMUNICATION SITE
SITE NAME -
MCI -CENTER
CO -LOCATION OF NEW ANTENNAS
SITE NUMBER:
SF03UB3cj5A
1. CONTRACTOR SHALL VERIFY ALL PIANS, EXISTING CONDITIONS, AND
DIMENSIONS OF THE JOB SITE PRIOR TO STARTING WORK, IMMEDIATELY
N011FY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE
PROCEEDING WITH WORK OR BE RESPONSIBLE FOR THE SAME.
2. FIGURED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS.
3. CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR WORK PROCEEDING
IN A SAFE AND ORDERLY MANNER IN ACCORDANCE WITH THE
APPLICABLE CODES AND REQUIREMENTS OF THE OCCUPATIONAL SAFETY
AND HEALTH ADMINISTRATION. CONTRACTOR AND/OR THEIR EMPLOYEES
MUSTJMMEOj9jELY NOTIFY THE CONSTRUCTION MANAGER OF ANY
NECESSARY CHANGES TO COMPLETE THE WORK/PROJECT AS DESCRIBED HERON.
4. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT
ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND
ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL
LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC
AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. MECHANICAL AND
ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE
MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE
JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS.
5. THE SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS,
EQUIPMENT, ALL OTHER MATERIALS AND LABOR DEEMED NECESSARY
TO COMPLETE THE WORK/PROJECT AS DESCRIBED HERON.
PROPERTY OWNER: MCI
APPLICANT: Lcc INTERNATIONAL, INC
1175 W. MONA. STE. 201
RENO, NV 98509
CONTACT: PHIL HICKERSON
(925) 552-9888
JURISDICTION: BUTTE COUNTY
SITE DATA:
LATITUDE: *04.4214. (
LONGITUDE: 39121'45'32.37 W.((NAD3)83)
GROUND ELEVATION - 612.8' AMSL
USGS MAP: N/A
p "E"E
NOV 2 1 2001
BUTTE COUNTY
PLANNING DIVISION
40 .
APPROVED
Development Plan
DATE _ DEC 13 20)2
USE PERMIT VARIANCE
MINOR U.P. ADM.PERMIT.____
PLANNING COMMISS.
6. THE CONTRACTO^ SHALL INSTALL ALL EQUIPMENT AND MATERIALS WITH
MANUFACTURER',;RECOMMENG:TIONS UNLESS SPECIFIO LLY INDICATED
OR WHERE LOC.,'. CODES OR REGULATIONS TAKE PRECEDENCE.
7. THE GENERAL COMTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, USING
THE BEST SKILL: AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY
RESPONSIBLE. R`R ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES
AND PROCEDUR:'S AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER
THE CONTRACT :::CLUDING CONTACT AND COORDINATION WITH THE IMPLEMENTATION
ENGINEER AND WTTH THE LANDLORD'S AUTHORIZED REPRESENTATIVE.
8. KEEP GENERAL .AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DIRT, DEBRIS '
AND RUBBISH. RCMOVE ALL EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY.
LEAVE PREMISES IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST OR
SMUDGES OF AITY NATURE
9. CONTRACTOR SH/.LL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS,
EASEMENTS, PAV.NG, CURBING, ETC.. DURING CONSTRUCTION . UPON COMPLETION OF WORK
CONTRACTOR SF <.L REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO
CONSTRUCTION ON OR ABOUT THE PROPERTY.
10. THESE DRAWINGS ARE FORMATTED FOR 24"x36' (SIZE 0). DO NOT SCALE OTHER SIZED
VERSIONS OF THESE DRAWINGS.
INSTALLATION OF THE UBIQUITEL WIRELESS COMMUNICATION FACILITY
CONSISTING OF ONE 8'x 12' PLATFORM AND THREE PROPOSED ANTENNAS
ON AN EXISTING 161' HIGH GUY TOWER.
RIPTI
DIRECTOR OF
DEVELOPMENT SERVICES
SHE. I DESCRIPTION
I SHEET INDEX
LAND LORD
LEASING
R.F.
ZONING
CONSTRUCTION
A&E
APPROVALS j
Advanced Design
YM:
Consultants, LLC
Planning, Engineering &
Construction Services
1755 ■ Hemmer IR Ste l2
Stockton. A. C 95209-2900
PR 209-478-4601
Far 209-478-4891
tijoLCC
LCC INTERNATIONAL INC
1175 W. MONA, STE. 201
RENO. NV 89509
MCI—CENTER
STTE NO.: SFOUB395A
4439 HWY. 32
CHICO, CA.
BUTTE, COUNTY
STAMP:
PROJECT NO:
DRAWN BY: JMN
CHECKED BY: SAL MTZ JR.
Nn nerF Kc IIF
TITLE
SHEET
T-1
1st SUBMITTAL: 11/09/01
2nd SUBMITTAL:
COMPANY JOB NO.:
1
11/15/01
9OX ZONING
Q2
11/20/01
1008 ZONING
A
TITLE
SHEET
T-1
1st SUBMITTAL: 11/09/01
2nd SUBMITTAL:
COMPANY JOB NO.:
a
LEGEND
CMANHOLE
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A.P.N. 011 -030-04.7
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EL -773.8' AMSL
HT -161.0' ACL
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EL-765.4'AMA
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EL -717.6' AMA
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EL -643.7' AMSL
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SITE MAP
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FENCE UNE
PROPERTY UNE
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HT -5.0' ACL
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EL -62 AMSL
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EL-612.8'GROUNAYA 1 Evans sureeys Inc.
I 420 UNION AVE NU6
FADt7RID, CAU/ORNIA 94835
T.I. (707)428-4709 GRAPHIC SCALE 1'- 5100'
Pei (707) 426-6348
I
I 0 500 1000 1500
N.T.S. I OVERALL_ SITE MAP
VIC 11911 Y MAF'
2�PROJECT
NIyI, NVTR 3 LOCATION
J1
CHICO
04 �,N1E
YA
NOT TO SCALE
I SURVEY GENERAL NOTES
DATE OF SURVEY: 10/22/01
SURVEYED BY OR UNDER THE DIRECTION OF: DaM A H6e6
PIS 5446
TRUE REPORT WAS NOT AVAILABLE AT THE TIME OF THE FIELD SURVEY.
BOUNDARY SHOWN 6 BASED ON NONUMENTATION FOUND AND RECORD
DIFORMATON. THIS IS NOT A BOUNDARY SURVEY. THIS 6 A SPECKLOED
TOPOGRAPHIC 14AP WITH PROPERTY INS AND EASEMENTS BEING A GRAPHIC
DEPICTION BASED ON INFORMATION GATHERED FROM VARIOUS SOURCES OF
RECORD AND AVAILABLE YONU EN ATION FOUND DURING THE FIELD SURVEY. NO
EASEMENTS WERE RESEARCHED OR PLOTTED. PROPERTY LINES AND LANES OF
TIRE WERE NOT INSTIGATED NOR SUIKYED D(CEPT AS SHOWN ON THIS
PIAN. NO PROPERTY MONUMENTS WERE SET.
DESCRIPTION OF PARCEL:
IN THE COUNTY OF BUTTE, STATE OF CAUFONIN, BONG ALL THAT PORTION OF
SECTION Z1 TON7JSIW 22 NORTH, RANGE 2 EASE, Y.D.B.& M. LYING NORM
OF THE
NOkTNERLY RIGHT OF WAY LINE OF STATE HIGHWAY 32
OESCRIPiON OF LEASE AREA (PARCEL A):
COMMENCING AT INE NORTHEAST CORNEA OF SECTION 21, TOWNSHIP 22 NORTH,
RANGE 2 EAST. Y.D.B.& Y.: THENCE SOUTH 8748'47" WEST, 2537.29 FELT ALONG
THE NORM LINE OF SAID SECTION 21; THENCE SOUTH 0011'13" FAST,
PERPENDICULAR TO SAID NORTH LINE, 1405.84 FEET TO THE TRUE POINT OF
BEGIN": THENCE SOUTH IT5956 FAST. 20.00 FEET: THENCE SOUTH
7700'04" NEST, 20.90 FLET: THENCE NORIN 1759'56" WEST, 20.00 FEET:
THENCE NORTH 7700'D4" FAST. 20.00 FEET TO THE TRUE POINT OF BEGINNING.
CONTAINING 0.01 ACRES, MORE OR LESS.
TOGETHER WITH UTILITY AND POWER EASEMENTS NECESSARY TO SERVE THE
PROJECT.
TOGETHER WnH AN EASEUE14T FOR INGRESS AND ECRESS FROM THE PUBLIC
ROAD TO DIE PROJECT AREA AS GENERMIY SHOWN UPON THIS PIAN.
SITE NAME & NUMBER MCI-HWY. 32 SFD3U8395A
SITE ADDRESS. 4439 HWY. 32
CHICO. CA
ASSESSOR'S PARCEL NUMBER 011-030-066
APPLICANT: ADVANCED DESIGN
NEED CORP ADDRESS
NEED CORP CRY, STATE ZIP
OWNER: OWNER'S NAME NOT PROVIDED
OWNERS ADDRESS NOT PROVIDED
OWNERS COY. STATE & ZIP NOT PROVIDED
QXVATKINS SHOWN ARE BASED ON NGVD 29 DATUM.
OBEARENICS
FFICIAL SHOWN ARE BASED UPON BK 39. RS, , P 8-11 BUTTE COUNTY
ROOD mm ELEVATION OF PROJECT AREA IN ZONE I< AS SHOWN
ON FEW FRY MAP CDUUUNTIY-PANEL NUMBER 0600700345 C.
DATED JUNE 8. 1998. AS PROVIDED BY FEW INP.
THE LOCATION OF =Tm UTILITY FACILITIES HIS NOT BEEN RESEARCHED.
THE CONTRACTOR SHALL CONTACT THE RESPECTIVE URRY COMPANES TO
OBTAIN INFORMATION REGARDING EXACT DEPTH OF BURIAL AND HORIZONTAL
LOCATION OF UTILITY LINES PRIOR TO CONSTRUCTION. EVANS SURVEYS. INC..
ASSUMES NO RESPONSIBILITY FOR THE D024FATION OF SUCH UNDERGROUND
UTIUTIES, NOR FOR THE COSTENCE OF BURIED OBJECTS WHICH ARE NOT
SHOWN ON THIS PLAN.
FAA IA CERTIFICATION:
LATITUDE AND LONGITUDE FOR THE PROJECT AREA WAS OBTAINED FROM
INFORMATION PROVIDED BY A GPS SURVEY. THE GEODETIC POSIION SHOWN
WAS DETERIDNED UTILIZING FAST -STATIC OPS OBSERVATIONS FROM HON
MONUMENTS USING TRIY8LE 460OLS CPS RECEIVERS. THE DATA WAS
DIFFERONHAlY CORRECTED WITH TRIABLE CPS SURVEY SOFTWARE
LATITUDE AND LONGITUDE DENOTED ON THIS PLAN ARE ACCURATE TO WITHIN
151 FEET HORIZONTALLY AND THE ELEVATIONS SHOWN ON THIS PLAN ARE
ACCURATE TO WITHIN 31 FEET VERTICALLY. ,
LATITUDE: 3745'04.84" LATITUDE: 3745'04.42"
LONGITUDE: 121'45'28.45" (NAD 27) LONGITUDE: 121'45'3237" (IND 83)
ESI CONTROL POINT INFORMATION
CP 2 IN.1 4879.3789
CP / INA 00000000.00
5194.8013 EL -623.3'
5487.9584 EL -635.4'
00000000.00 EL-XXX.X'
00000000.00 EL -XXX.%'
Advanced Design
TOW41
Consultants, LLC
Planning, Engineering &
Construction Services
1755 IT hemmer LA Ste 12
St-kteq CA 95209-2900
PG: 209-478-4601
Pas 209-478-4031
tijoLCC
LCC INTERNATIONAL INC
1175 W. MONA. STE. 201
ROTO. NV 89509
MCI --CENTER
SITE NO.: SFo UB395A
4439 HWY. 32
CHICO, CA.
BUTTE, COUNTY
STAMP:
PROJECT N0:
DRAWN BY: JMN
CHECKED BY: SAL MTZ JR.
NF1 I)ATF ICCI IG
A.P.N. 011 -030-04.7
ins
SECTION 17 16
CORNER
90% ZONING
-__-__-__
2D�21
588
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£ \
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CONTOUR INTERVAL - V
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` S89'48'47W 2537.29' 1 11 5 00•-
N89'4877"E 2648.16' SECTION Oq
21122 CORNER
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45.04 V \ O Ne• �,
A O
1p
A.P.N. 011 -030-090
EL-612.8'GROUNAYA 1 Evans sureeys Inc.
I 420 UNION AVE NU6
FADt7RID, CAU/ORNIA 94835
T.I. (707)428-4709 GRAPHIC SCALE 1'- 5100'
Pei (707) 426-6348
I
I 0 500 1000 1500
N.T.S. I OVERALL_ SITE MAP
VIC 11911 Y MAF'
2�PROJECT
NIyI, NVTR 3 LOCATION
J1
CHICO
04 �,N1E
YA
NOT TO SCALE
I SURVEY GENERAL NOTES
DATE OF SURVEY: 10/22/01
SURVEYED BY OR UNDER THE DIRECTION OF: DaM A H6e6
PIS 5446
TRUE REPORT WAS NOT AVAILABLE AT THE TIME OF THE FIELD SURVEY.
BOUNDARY SHOWN 6 BASED ON NONUMENTATION FOUND AND RECORD
DIFORMATON. THIS IS NOT A BOUNDARY SURVEY. THIS 6 A SPECKLOED
TOPOGRAPHIC 14AP WITH PROPERTY INS AND EASEMENTS BEING A GRAPHIC
DEPICTION BASED ON INFORMATION GATHERED FROM VARIOUS SOURCES OF
RECORD AND AVAILABLE YONU EN ATION FOUND DURING THE FIELD SURVEY. NO
EASEMENTS WERE RESEARCHED OR PLOTTED. PROPERTY LINES AND LANES OF
TIRE WERE NOT INSTIGATED NOR SUIKYED D(CEPT AS SHOWN ON THIS
PIAN. NO PROPERTY MONUMENTS WERE SET.
DESCRIPTION OF PARCEL:
IN THE COUNTY OF BUTTE, STATE OF CAUFONIN, BONG ALL THAT PORTION OF
SECTION Z1 TON7JSIW 22 NORTH, RANGE 2 EASE, Y.D.B.& M. LYING NORM
OF THE
NOkTNERLY RIGHT OF WAY LINE OF STATE HIGHWAY 32
OESCRIPiON OF LEASE AREA (PARCEL A):
COMMENCING AT INE NORTHEAST CORNEA OF SECTION 21, TOWNSHIP 22 NORTH,
RANGE 2 EAST. Y.D.B.& Y.: THENCE SOUTH 8748'47" WEST, 2537.29 FELT ALONG
THE NORM LINE OF SAID SECTION 21; THENCE SOUTH 0011'13" FAST,
PERPENDICULAR TO SAID NORTH LINE, 1405.84 FEET TO THE TRUE POINT OF
BEGIN": THENCE SOUTH IT5956 FAST. 20.00 FEET: THENCE SOUTH
7700'04" NEST, 20.90 FLET: THENCE NORIN 1759'56" WEST, 20.00 FEET:
THENCE NORTH 7700'D4" FAST. 20.00 FEET TO THE TRUE POINT OF BEGINNING.
CONTAINING 0.01 ACRES, MORE OR LESS.
TOGETHER WITH UTILITY AND POWER EASEMENTS NECESSARY TO SERVE THE
PROJECT.
TOGETHER WnH AN EASEUE14T FOR INGRESS AND ECRESS FROM THE PUBLIC
ROAD TO DIE PROJECT AREA AS GENERMIY SHOWN UPON THIS PIAN.
SITE NAME & NUMBER MCI-HWY. 32 SFD3U8395A
SITE ADDRESS. 4439 HWY. 32
CHICO. CA
ASSESSOR'S PARCEL NUMBER 011-030-066
APPLICANT: ADVANCED DESIGN
NEED CORP ADDRESS
NEED CORP CRY, STATE ZIP
OWNER: OWNER'S NAME NOT PROVIDED
OWNERS ADDRESS NOT PROVIDED
OWNERS COY. STATE & ZIP NOT PROVIDED
QXVATKINS SHOWN ARE BASED ON NGVD 29 DATUM.
OBEARENICS
FFICIAL SHOWN ARE BASED UPON BK 39. RS, , P 8-11 BUTTE COUNTY
ROOD mm ELEVATION OF PROJECT AREA IN ZONE I< AS SHOWN
ON FEW FRY MAP CDUUUNTIY-PANEL NUMBER 0600700345 C.
DATED JUNE 8. 1998. AS PROVIDED BY FEW INP.
THE LOCATION OF =Tm UTILITY FACILITIES HIS NOT BEEN RESEARCHED.
THE CONTRACTOR SHALL CONTACT THE RESPECTIVE URRY COMPANES TO
OBTAIN INFORMATION REGARDING EXACT DEPTH OF BURIAL AND HORIZONTAL
LOCATION OF UTILITY LINES PRIOR TO CONSTRUCTION. EVANS SURVEYS. INC..
ASSUMES NO RESPONSIBILITY FOR THE D024FATION OF SUCH UNDERGROUND
UTIUTIES, NOR FOR THE COSTENCE OF BURIED OBJECTS WHICH ARE NOT
SHOWN ON THIS PLAN.
FAA IA CERTIFICATION:
LATITUDE AND LONGITUDE FOR THE PROJECT AREA WAS OBTAINED FROM
INFORMATION PROVIDED BY A GPS SURVEY. THE GEODETIC POSIION SHOWN
WAS DETERIDNED UTILIZING FAST -STATIC OPS OBSERVATIONS FROM HON
MONUMENTS USING TRIY8LE 460OLS CPS RECEIVERS. THE DATA WAS
DIFFERONHAlY CORRECTED WITH TRIABLE CPS SURVEY SOFTWARE
LATITUDE AND LONGITUDE DENOTED ON THIS PLAN ARE ACCURATE TO WITHIN
151 FEET HORIZONTALLY AND THE ELEVATIONS SHOWN ON THIS PLAN ARE
ACCURATE TO WITHIN 31 FEET VERTICALLY. ,
LATITUDE: 3745'04.84" LATITUDE: 3745'04.42"
LONGITUDE: 121'45'28.45" (NAD 27) LONGITUDE: 121'45'3237" (IND 83)
ESI CONTROL POINT INFORMATION
CP 2 IN.1 4879.3789
CP / INA 00000000.00
5194.8013 EL -623.3'
5487.9584 EL -635.4'
00000000.00 EL-XXX.X'
00000000.00 EL -XXX.%'
Advanced Design
TOW41
Consultants, LLC
Planning, Engineering &
Construction Services
1755 IT hemmer LA Ste 12
St-kteq CA 95209-2900
PG: 209-478-4601
Pas 209-478-4031
tijoLCC
LCC INTERNATIONAL INC
1175 W. MONA. STE. 201
ROTO. NV 89509
MCI --CENTER
SITE NO.: SFo UB395A
4439 HWY. 32
CHICO, CA.
BUTTE, COUNTY
STAMP:
PROJECT N0:
DRAWN BY: JMN
CHECKED BY: SAL MTZ JR.
NF1 I)ATF ICCI IG
ZIHLLI ANLL
SITE
SURVEY
SHEET NUMBER
C-1
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11/15/01
90% ZONING
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11/20/01
1DOX ZONING
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1st SUBMITTAL: 11/09/07---]
2nd SUBMITTAL:
COMPANY JOB NO.: l
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SICl_ CENTER
SITE NO.: SFnl1B395A
4439 HWY. 32
CHICO, CA.
BUTTE, COUNTY
STAMP:
PROJECT NO:
DRAWN BY: JMN
CHECKED BY: SAL MTZ JR.
NO DATE ISSUE
1 11/15/01 903 ZONING
Q2 11/20/01 1003 ZONING
0
SHEET TITLE
SITE
PLAN
05
Fit SUBMITTAL: 11/09/01
2nd SUBMITTAL: —�
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/
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Advanced Dis.ign
Consultarits,.LLC
Plenoing; En&eering &
Construction Service
� 1766 W HLmm�r G►" 9v" ia. �} � . .
c'"� 8toatduA • CL' oa2o6-2000 %�. � L'.
�''" � Rlr • zo0.-ale=4601 � -
7►s'200=47a=4691 i A
*t6LCC
. LCC ORFANATIONAL INC
1175 K MON, STE 201
RENO. NV 69500
SICl_ CENTER
SITE NO.: SFnl1B395A
4439 HWY. 32
CHICO, CA.
BUTTE, COUNTY
STAMP:
PROJECT NO:
DRAWN BY: JMN
CHECKED BY: SAL MTZ JR.
NO DATE ISSUE
1 11/15/01 903 ZONING
Q2 11/20/01 1003 ZONING
0
SHEET TITLE
SITE
PLAN
05
Fit SUBMITTAL: 11/09/01
2nd SUBMITTAL: —�
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APPROXIMATE LOCATION
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till$ LCC
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I I . I I . 7-02 Ai:cessorles I
I � Storage tanks U.L labeled for petroleum products in sizes nd I I I
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with fittings as shown on the drawings. The tanks shall be &PuidwStropsi..-Proy4e.glassfiber-rein c I
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I shaN be as specified by manufacturer,. i
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Tanks shall be tested I'll . I I
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altarnate backfill material according to the current iristallation �
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r I 11 � I � I g Fiberglas publication 3-PE4304 and I I I
I � 3 -PE -12681) provided withth,2 tank. I I
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. . � I NUWmW risers 48' in dWneterand ,420 h1hh %AAII
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1 24* x240 gaWardzw street box vAth a cover must be tile truck at the'job site by the OCF
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, , 1.02 Quality Assu I ce � ,by contractor !or at grade installation. trainpd truck driver. .
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A. Acceptable Manufacturers: Owens -Coming Ftwglas Corp. �4 . � � . I � . I � I
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� D. FO Tubes I I I I I . I I
. - Toledo, Ohio I I I I I I I
I I I All excavated native soil must, be
1. Tubes, shall be fiber glass4einforced plastic. - I
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I B. Governing 'Standards: . I � I I I � I � 2), Bed and BaCkfill replaced with approved backfill, I
. I% ,?&&%am^ ffj^�12 a I .
. I 00 wiluituly VISMIleu. 4 diameter, ,kind shall
; 1 - ASTM Specification D40121-81.13ass Fftr Reinforced I I . I
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I � I I inicklide, a 60'stew fitting with a double tapped reducer
I Polyester Underground Petroletim Storage TankL I � & , � �
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� 2. U -L 1316. Underwriters Labomtories, Inc., Gaiss Fiber : I . I I ��
I I I I I i Ttim Shan be sumdard iterns as Manufactured and installed
I Reinforced Plw"ic Underground Storage Tanks for , I r 11 I I I
I Petroleum Products. . by the Ishk, rrainulf,ucturer. .
1 3. National Fire Protection Assoc. (NFPA 3 1 0) Flammable and 4. FRP fim I ttdm su;Vied, by owens.Coming. Other fill, tubes of
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I It i iate design can be supplied!�y contra
I Ccimbustible Liquids Code and (NFPA 31) Standards for _ %JW I � � . ctor.
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� I In.tUo, Itation of CHI Buming Equipment � !
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� 1 4. Factory Mutual File OPGASAF. :F. Fittingsli.lWeadeO - NPT I .
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I � petrdleurn Products shali be of a material of construction Un -
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arger tanks (I 01 and 121 dia ) have %
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multiple lift lygs: all must be use 0.
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is the iankt with guidelines, Do I
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to allow a minimumat 120 �tequirecl
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, I � 0ackfill bed over the hole bottom
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,to ' I ' of 120 level approved, backfill bed (c
P videaminim0thr, Oe Section 1)
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hot Use chains or cables around tank. , , , , I I
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,or concrete slab.
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over hole bottom or concrete stab, Set tanks on bed.
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DONOTROLL 00 DROP TANK.
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If the total burial dept6 from tank
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DO NOT Pt'ACE TANKS DIRECTLY ORCONCRETE SLAB,
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: Tank Minimum buried depth when
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Only sel.itting ,q' r . -
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TIMBERS.. BEAM$ OR CRADLES,
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Diameter Mechanical Ancponng is Not Required
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rouM cirpis ' '
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tanks, Capac ty of lifting equip. I I
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ment, must be ch%.ked before
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diameter, anchoring the tank is not.
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required. (See Section 9 far
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00 NOT MIX APPROVED GRAVEL WITH SAND OR, NATIVE'SOIL.
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Concrete Traffic '
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mowng tanks. Set tanksor, smooth
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Always uSe al:lprovedgravel, Do hot bac.Qill in layers using sand or
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Slab Thickness I ON 60 1 .
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nround freaot rocks and fordion
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hativesoil, Regardless of the hole site.ali excavated (or loose) native
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Single wall fiberglass tanks,
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a. Shop DrawirWm Cbritractors shall submit r,3 copies of I I I
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I . shop drawings for each tank. Drawings shall include all � I
I � cmOngs. Reducers are to be vaW fbirwrialler sizes where
.critical dimensions and show locations of all fittings and I �
. . I I . specified WO Provided by contmctw. �
r I accesm.,nes, i.e.. mairiways, ladders, hold-down straps, I
I
heating coils, � etc. Materials of construction sIWI be in i Thresid SUmdardt-An Milreaded fittings sW have machine
� I � I
I . I I - � �
I . .
I I I I :accordamm with Section 1.02 of this q.acificabon. tolerances in Wth #a ANSIstarift'rd for each,
! I I I . I � I
I I
� .
. ! I � I 1. � b. Catalog Data:. Contractor shall submit 3 ' copies. of, � I fitting s � ize. I . .
I I
I
� I : manufacturer's literature. 1 4. StrerKjth-NFr rd*kjs wiN wiftland a minimum of 15rj't r
I I I I 'loot-
, I I � . I . pounds of toMue and 1.OW fooll-pounds; of banding, both with
c. Certification Plate., U.L. Libels4or petroleum products stiall I
I � be afflym tn anruh ftnir 1 2:1 factor of saf et',,.
� I .
� I
00 NOT MIX APPROVED G I HAVEL
WITHSAND OR NATIVE SOIL,
� I
PA0.01MENSIONS .
soil must be repleaGed withapproved backfill material, I �
I - � 11 1 I
I 1
40 30M 2711 1 140ift .
I Multiple;
60 45'! 4 20v " ,Mb
to t% dosionmin,
I - 1, � �
_11ji..&I"1040tAm I I I � ,� �;
I �Fll �, ,
�:.� ",� ' TurnOuckles " � oc
4 ' (aptio " I
, � ,�
� I., � ,,. ,J ,,�
, �, '
, , , : "
- , ��
Paving must extend at leist 12 "
, - I �
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I long -handled
1 .
Sackfilling
I I I � 1
(55()-20,000 gallon models)
,will - q tare
, --'
8 ! 54a I 51 W � dew"i i. -r
uW
I � Jl* I I
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i nall) , I
- , -1 I
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if�r I �Hook, jaw, a
400*t ,, r eyeqype turn ' ,
buckleis
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' � . ,� "
, ' , '4,
. ,, � ,
beyond tank oulline inall
11 I
directions,
probe
I
. I 11 -
Use same matedals as bedding.
10, 691, 66" lank
, s it must be clouti"
I ,. 11 .., I
1 1. .
alp to Aso *4 " -
12? 78 Arwjw
- ,'
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' ,i may be u ,�, I
11 " I...'' � "'wKIML �
I . sedin.placeollaII04, , I
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MAXIMUM BURIALDEPTH (ALL
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. �-
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Placefir 1,20 lift evenly around
Str � I I
twks. From the bank or adjacent
1
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down c " '
., _ My
, we) miw'
At the above burial depths. the overburden directly above the tank I - I , I
_ . � I I I
11 I ,ew.h'strAp. Hold
. (hoid _ - , ,.'',
I Poontr nion oh
' 130 .
' ' ' .. -hewiteroPecil= , :
OowdW -�*, , in this sect � __ I
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SIZE TAINKS)
I
I First I I I �
.
tank top, bac ' '
Mill must be pushed
. I
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weighs more than the buoyancy of the empty tank with water to grade
. I I I . "Otheot
I irx*pwvqdwd
11
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7, 1 1 , ,
, " I All Anchoring Mew ' I , r
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, ":, � �
To comply with UL requirements,
. � I
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IVAlft of I I
I 11
backfill
1�4
. - . .
completely beneath tank bottom,
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(safety factor equals 1 2), � r I , .r ,,
, � I I arichili "'d '1li;WtJi*f*
. '. .. 0 411
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'Ibillir (001'", Min
.1 . ,,, 1. � � 111tim Peranchpr location. " �
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, , � I " �1,11'�
I
depth of cover tot tanks in both
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I
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between ribs and unddr endcaPs
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For burial depths, where mechanical a Charing is recommended* either, for nw
h I "M lgp#dhg
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Idii(Oww'hold4 I i - ,: . I � .. 1. I
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1:� ' �)-r��
P� ��
�traffid and no traf fic' conditions
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must not exceed 71 over tank top.
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10 . .
I,/
to provide necessarysupport, A
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long handled be
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-
a mmon methodscaribe used. a concrete anchor pad or dead- down4eW stsdist'
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of Iw co - I � � A
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�,"' ,, ' the r . !�,, -
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- ', -- - - � icirrieter I 1� 61 B,. W,, 12f,''.,
-
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11
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voids
probe can used
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, man anchors, Both Methods ind , numbe,
udetheuseof Fiber asanchorstraps I
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.
_ . op".96 �
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1. .. .... 11 ..... .... , ,
.. .." ,. .. to oenetra 0 backf ill and push it
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. � I tiahk&limmlAna,
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larn or* I I
. ,- -q. Turnbuckle D'
P, , .
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t0f burial depthsipuyunut, bee 7, ", "4r*."W " , , , � � - , - -1 I �
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.. � I . - ,.." � 121F bed'i'`-" .'-'.-.',*..',:..t; o-14 .between all ,ribs and at1hree point%
Owent-Coming Pub.:No, I I 11 .,
�_ %I ZV .
M1W4yZ1 uzm appluvwti ytavtx. Wu I - I 11 - Under endcaps. I he DaCK1111 may
. 11 I I 3 -PE -9632. I � I - �
not backh$ in layers using sand or I � # be shoveled beneath the tank.
. I I .
I I I
native soil I 131,no�pn rohp 10011:4 #k 1A11
.
I
It your backfill does not meet the
specined requirements, alternate
, I I -
materials.may not . be used without
written approval from Owen . s. I
Corning,
I .
I
'Gravel .
A dean naturally rounded aggre.
gate with a mix of parbde sizesno
less than 'A I or m(we #= Y,4 * is
required This material is comrnonly
I �
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called pea gravel, ,
I
.
" I %J 0%, !
No Traffic Loads � tong -handled 11 I I .
I
(SSG.20,000 gallon models), probe eve. nly around tanks, Repeat the
� I
I
-
I I I I ,probing of backfill from the bank or
�
Tanks not subjected to traffic loads i I I I I I , ad acent tank top.
� I - . . i I
I
need a minimum cover of 24 11 I I I . _
I � � I I I After completion of seconel Jift,
backlil 1, or, 12 11 plus 4 " reinforced - Second ) backfill can be brou � tht to t6p of
Concrete. I 1 120 111t of I �
% backfill I f, tanks or grademithout additi0nal
� , I �
�
I I � I handwork. (Compaction ma9`.bq
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I .. I I I t required for slab support.)
e 1"... � - 1, � I I "
. ., , voids tl* ."'."', . I .
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I.V. . Thie rnAm#14r%r4 uAll nr%t rif if-, #.nht
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Strappin I I I �
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The hold . .
down d@0061can tw�
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. HookType J/4:00: . jr� . , I �
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1 '14
.,; � i:,
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Use Fiberglas hold-down'straps tabljc I Woo to � I . -, _ follow$:,
am repar as 1 1
4, , ,
� . ' jaw Type th # �3/� a o , � I I I I .1 I
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on top of all designated ribs.(P. -4). . I . I -1 �, I � I I . 1 �, �- �,
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EyeTyp'e 1h 90 1 �3/4 0 , ,, , � .. .4 ,
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.
. � - ,
Anchor points should be spaced .
I
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. ��,,
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Wire Rope Piametec, I 1, ,�'L ��.
� ,�)� �,�,
i �, � 1.
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'', _,4, r-
equal to,tank diamoterplus 1 1 (in I I
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6 X. i 9 ` W , ,.1% �,;,,
A 1h
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�,-,z,��;�1�
each si de o! tank. regardless of I
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(improved, � �,
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tank diameter. Anchor points at I
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Plowstew) I I I I . �,
,
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bottom of hole must be aligned
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with designated � (11li-ill) ribs * I'v. I
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All anchor straps must beliniformly ' .
- -
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`
Note: TANKS INSTALL,60 W ! �, � ��..
I I 11TH 1, -, ,
BACKFILLTO TOP OFTANK: I.,
1�� 1,41":"' "
11. zjl
, "
fighteried With turnbuckles or � I
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I �'11..
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BUT WITHOUT'BACKFILL.TO�-�"Il",:4"� �,
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zome-a-longs. Straps should be I
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GRADE SHOULD BE Cow ., � � -1 "'."? � ',�,.,
snug haA rauseno, tank deffachm-
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11 ,� �f
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vtt -.:'..',,-:--'!.?,� I I TTW I I � '',
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- ". I I tJL1=lEI_TflLLE WITHWATEH� ., '', 11
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. _1,,'."..'...� _ .. � . . I
.." I . %.,� 1 ;*!�* i i are les. The I � I
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V/. - as in straight walled ho Deflection can be detected by I
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,
. � 11� be� i . 1. � OR PRODUCT AS BALLAST.'.W I , �, , ,,i'i
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,
- , I angle necessary to probe the back- A checking tank diameter vMh a ' r ,' , !:';'��_ �
.
I I NOTP EWAT PRO�, . I � - . , ,
I ." LAC , ER,OR1 I � 11 � , ",
I I I fill under the tank can not bemade ' 'A gauge stick before and after srkxy , , I . � , ' I ' I
I - - I . DUCTINTANKUN-ni RA(%_KFIi -f �-" "� ' ' �"'
II I I .. I I �- I � I A 11 11
, ,
�Stonabr ravel CruWngs : I I I � "th1helon -handledprobe, � I � . ging - TAKIV T ,�,"' , ,� , �
, 9 .. straps
� . I - � IR r_v;:Kl WIT1.11 D � . , I A
Washed stone or gravel crush.
I I . I
ings with, angi-Jar partidle sae not'
r
Jew than 1,411 w more than ih* are
� ,
required .
Note- AN back-fil materials must 11
I I I
meet ASTM C-33 paragraph 9. I for
�
quality a,nd soundness. The backtil
�
.
� I : . i
I . :
d, lnstallAt�m Instriuctkinm Contractors shall submit I
S. Shm
�
Stwilitiod Outer sins .
.
I : should not have any particles pass-
,, I '',
I .
ing a $8 skwe.
I
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i �
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I
11 copies of martufacturer's latest installation instnichons.
I -
! Inlet
I
Outlet :
L .
4& 1 . .
11 . I � �
1 4�'
I ,.
� I In freezing conditions backtill must
___
� w
� I
I
e. Calibration Charts: Contractors shall submit I
� -
Vent
� �
1 V 1 1
I I .
be dry and free olim,
-
copies of mamdacturer's .latest calibratkim charts-
rialm"a
- I "I I �
A ,a �
NcAe: You should reauire *Axm
I � .
larger than the piping used,to
I I I I
i r ;
sections..:.
� � - � - , I .caps or manways, Wh e.Use an 6f
. I overburden over the top of .the tank., The hole fully f kxded. . . I � I ilp tanks we.und6r pressur I
� gauge with ,
. I � � 11 I I
., -'"' - .J -'�, I-
�.�-..�
I .� , 1 34w , 4. .r.-
,�
I I
II I I .. I I �- I � I A 11 11
, ,
�Stonabr ravel CruWngs : I I I � "th1helon -handledprobe, � I � . ging - TAKIV T ,�,"' , ,� , �
, 9 .. straps
� . I - � IR r_v;:Kl WIT1.11 D � . , I A
Washed stone or gravel crush.
I I . I
ings with, angi-Jar partidle sae not'
r
Jew than 1,411 w more than ih* are
� ,
required .
Note- AN back-fil materials must 11
I I I
meet ASTM C-33 paragraph 9. I for
�
quality a,nd soundness. The backtil
�
.
� I : . i
I . :
d, lnstallAt�m Instriuctkinm Contractors shall submit I
S. Shm
�
Stwilitiod Outer sins .
.
I : should not have any particles pass-
,, I '',
I .
ing a $8 skwe.
I
� I
i �
� I I
I
11 copies of martufacturer's latest installation instnichons.
I -
! Inlet
I
Outlet :
L .
4& 1 . .
11 . I � �
1 4�'
I ,.
� I In freezing conditions backtill must
___
� w
� I
I
e. Calibration Charts: Contractors shall submit I
� -
Vent
� �
1 V 1 1
I I .
be dry and free olim,
-
copies of mamdacturer's .latest calibratkim charts-
rialm"a
- I "I I �
A ,a �
NcAe: You should reauire *Axm
� I � � . . . . I ��, 1,�� "
MINIMUM BURIAL DEPTH, Right Way St f aight-walled holes in tight areas � I Triple damp the wire rope I � I �. '' . , 11 ; �, � - ��_ J
I I � . �, ,,'� -, "' '- , I �.�11 1,
Traff Ic Loads I vvill,requirea, curved �prob e to I Fiberglas tanks can also be .1 -, , ,� 'i, I .,*�', " �,l i�
I .1
.
I . . - " ,
(550-20,000 gallon models) I ba6kfill under the tanks, I Note- Do Not Use Straps or Cables I ,anchored s'afelVby.using buh*" 'S � -4 -�, - � ,-:': ,,,, ; ,,�
I . , '
I- - I -11 � I I I I 1. I � I I . - '� a,�
� - I Between Ribs, I , . depthand a surf sfii6 ) ofitillit ,,�, �
. � � I 1. � . I . � . t6q_ _,;,,�,,�; � , ,,�. il
Tnnkc ci thipr4erl in traffid loads 'Thim r-"r%#&%A 0%rr%kA.q,!% A 4 eno-6nn M � I I � - I . � _�� 1 (
I 1-1 I 1� .
�
I I I � I . I
must have a cover depth of 36 IT Ill . . I . the long handled aluminum probe
I � I I I I , �,
backtill or 18 q mirumum.bat.kfill I I I bent.ona radius to match the tank
I � I 1-o' . -0- � � I �.
I plus 6 11 of concrele'reonforced with � " I I - 10, curvature. A leveraging action on
I 1� I - I � I., I � �
steel re -bars Or 8" dfasphalL , � N,-, I .. . the long -handled probe creates a
� I . - .. . At, . . I
,
., .W.-.,*,-. -1. ... - 11 pushing action under: the tank
. - .., -,-.T._.1.;.01;.;.
. f . . . . . .
- 11 A- .. - _11601VA I , botforn, � I
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�
I � I .. �� ... 11 1, I I 1, .. . The following prdced�ne is the
,17 r - --- - 0- -------- '�Vective for the ctwved
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- , 11
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I � I I Fill �., 4- . I -1 � . biackfill supplier to certify that ft
'
I . *Pag TM-0&*n&C"nng0*wg"C4rp, backfill meets this spwfidabw
1 6. LocaLon refee to, drawings. foir kxa*n . I I I I . I - .- . � I I
L , .
�
I 11 �
No Traffic Losds I
� (25,000-48,000 gallon modelle)
� . � � I
I
.
I .
1 7. Sucfirm* Line - Shal be installed mil site 4 the contractor. I � I
Part It. Products . � I 3) Testing
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,
,,�-'%!.".�;".,-"f.t*: ,,*,'.:. __0_,_, I
I.P.. I Nw � .. I
, . ;. 11
Tariks not subject to traffic loads
� .
. "
I 1
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1 Diameter of pipe arid grade and schedule as calledout in other I .
. � I �
I , 2.011 DcKlible-Wall Fibefglas Underground Storage Tank& : 9 test 4" through i 01
I I I sections., � Before installing tanks, tighten fittings. Pr&4sur I
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" 11 ..,::.
.. I , 11*1
.44
- , . "
�,-,!""'.." !�.,:, I � ; . 1. ..., .v!,%( ,:, -
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K - %
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A 11 ...-,- _0� ,
."'- -� � ' 420
1
61420
.need a minirnurn, com I
,backfiiiior38",backfiNo.us4fft6r,!4
0, � I
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. , : -
.
chameter tanks to 5 psi., 1, 21 diameter tanks to3 psi. Soap the entire tank
AL Loading Conditions -Tank, shall meet the folloming design criteria: 8. Return. Line -Shan be kilstalled,pirli the site by the contractor.
I
1� , I
_�'..-, I " * ,
. �_ . ,-,..;�*.
% 6., . �.,.- * 1 I.,.,;'- 1.
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�: 1. "".
.forced concrete.
� I
� � and fittings., Terial least 30 minutes to insure there are no leaks At
I * - ' i �
1 . External hydrostaW, pressure. Buried in ground with Diameter at pipe and giade and sched0e as called out in other
r
-r of I I � I indlicated by soap bubbles or a drop in pressure. Do not approach end- I
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�t,�Y'i." I ....
. ,
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6 !.F..:�.� ." .��'-
' �
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larger than the piping used,to
I I I I
i r ;
sections..:.
� � - � - , I .caps or manways, Wh e.Use an 6f
. I overburden over the top of .the tank., The hole fully f kxded. . . I � I ilp tanks we.und6r pressur I
� gauge with ,
. I � � 11 I I
., -'"' - .J -'�, I-
�.�-..�
I .� , 1 34w , 4. .r.-
,�
I I
.�
i I
� L . . I
. and,1, safett factor of 5:1 against general buckling. g. Ail rigid piping Shan be terminated 4- from the bOttOft of four. - .
� I I hall or quarter pound increments so that changes in pressure can bo-
I , I I
' L -',;'-�*:,.`., � . I :.:� I A
11 , t'- . . . I I
: � 1-1'.I.�.,%. " I" '.
� .;,. I , I **_11
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, eassiv observed'.
2- Surface loads: When installed according to manufa6turer's and eight foot diiameter tv*& . :
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. .. .. - I I . ... �. -:,%,
. " 4 I ... , -
4 J ; � "' i ,,*, , ", � � .., ,� �
.i,jj, .!". 'A. 1.-,--% 1,4 . ,
,,, � �. � , - ".
': . 7. :. . .
�
0 �
Inefolinfinn inC-#n1r.#irW%4L- tftwa,� ...;it _44"_# -J �
�
I I I � I . I
must have a cover depth of 36 IT Ill . . I . the long handled aluminum probe
I � I I I I , �,
backtill or 18 q mirumum.bat.kfill I I I bent.ona radius to match the tank
I � I 1-o' . -0- � � I �.
I plus 6 11 of concrele'reonforced with � " I I - 10, curvature. A leveraging action on
I 1� I - I � I., I � �
steel re -bars Or 8" dfasphalL , � N,-, I .. . the long -handled probe creates a
� I . - .. . At, . . I
,
., .W.-.,*,-. -1. ... - 11 pushing action under: the tank
. - .., -,-.T._.1.;.01;.;.
. f . . . . . .
- 11 A- .. - _11601VA I , botforn, � I
I
� ...
�
I � I .. �� ... 11 1, I I 1, .. . The following prdced�ne is the
,17 r - --- - 0- -------- '�Vective for the ctwved
� I most
__ �
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,
- , 11
I - i �
I
- .
I I I
I � I I Fill �., 4- . I -1 � . biackfill supplier to certify that ft
'
I . *Pag TM-0&*n&C"nng0*wg"C4rp, backfill meets this spwfidabw
1 6. LocaLon refee to, drawings. foir kxa*n . I I I I . I - .- . � I I
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I 11 �
No Traffic Losds I
� (25,000-48,000 gallon modelle)
� . � � I
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.
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1 7. Sucfirm* Line - Shal be installed mil site 4 the contractor. I � I
Part It. Products . � I 3) Testing
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,
,,�-'%!.".�;".,-"f.t*: ,,*,'.:. __0_,_, I
I.P.. I Nw � .. I
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Tariks not subject to traffic loads
� .
. "
I 1
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1 Diameter of pipe arid grade and schedule as calledout in other I .
. � I �
I , 2.011 DcKlible-Wall Fibefglas Underground Storage Tank& : 9 test 4" through i 01
I I I sections., � Before installing tanks, tighten fittings. Pr&4sur I
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.44
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K - %
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."'- -� � ' 420
1
61420
.need a minirnurn, com I
,backfiiiior38",backfiNo.us4fft6r,!4
0, � I
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I a,
. , : -
.
chameter tanks to 5 psi., 1, 21 diameter tanks to3 psi. Soap the entire tank
AL Loading Conditions -Tank, shall meet the folloming design criteria: 8. Return. Line -Shan be kilstalled,pirli the site by the contractor.
I
1� , I
_�'..-, I " * ,
. �_ . ,-,..;�*.
% 6., . �.,.- * 1 I.,.,;'- 1.
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�: 1. "".
.forced concrete.
� I
� � and fittings., Terial least 30 minutes to insure there are no leaks At
I * - ' i �
1 . External hydrostaW, pressure. Buried in ground with Diameter at pipe and giade and sched0e as called out in other
r
-r of I I � I indlicated by soap bubbles or a drop in pressure. Do not approach end- I
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6 !.F..:�.� ." .��'-
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larger than the piping used,to
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i r ;
sections..:.
� � - � - , I .caps or manways, Wh e.Use an 6f
. I overburden over the top of .the tank., The hole fully f kxded. . . I � I ilp tanks we.und6r pressur I
� gauge with ,
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I .� , 1 34w , 4. .r.-
,�
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. and,1, safett factor of 5:1 against general buckling. g. Ail rigid piping Shan be terminated 4- from the bOttOft of four. - .
� I I hall or quarter pound increments so that changes in pressure can bo-
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: � 1-1'.I.�.,%. " I" '.
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, eassiv observed'.
2- Surface loads: When installed according to manufa6turer's and eight foot diiameter tv*& . :
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4 J ; � "' i ,,*, , ", � � .., ,� �
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Inefolinfinn inC-#n1r.#irW%4L- tftwa,� ...;it _44"_# -J �
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3, After setting'the tink on the
'
gravel bed. probe the entire
�
4. tank bottom land around the
. � thetuoyarK factom ror-ane"We.. " " �o . �Vk�111
Concrete Anchor'Pad � 1, ,,� J, �- ��,. � �
anchoring methods refer to, -' �L 1. q ,_ ` I
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The weight of overburden on top 6 I Owens-Corning Fibiefgias"pu'b", ,*, �'� I , , J,
�- . �. I I I - I - , -1 I I 'v " � I 11 I kt,�'�'��"!l
. ''I � , , - k I "L ,,, �
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the concrete pad - prome,,des4m I tion 3 -PE, -9632, , - _� I ,-,,� �,, �, �. " .,
�
anchoring force. - I . . 1 " �,� " ,
,� LL I ,,, -�,;.�l
I � 'I., :," , 7 .,; _,.�
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This pad design pstrictlytor I I " I I : I . . . I " '%. �
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. .
. buo rry� P I oor sz* conditions 10) Fdling'Tan.ks I . � �t � � I, I I L'.- ��,', ,"� , "'J�
. ya � I I � , :�,!. �,�,,�� ,,
I - . I .1 . e ,_, �
rnay require increased r nforce-
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11nent and slab size.
�
Anchor the Wd-down devices in
.
I
concrete and attach them to ends
I -
-
i otstraos with wire cable (see table
at and of this section) and dxm�
.
endcaps. . I -Airittal least three damp& (Be="
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� � b. Place the first, 12 'I lift of backfill. � theri is a 121v bez' between coti�- ..
I � .1 . I 11-1 ,,
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11
I c, Probe the entire tank bonch-) I crete pad and tank!L) I
- . �
.0-4 .4 1 1
. qu" %.�O;J40VCIM
d. , Plate the second"! 2 a lift of
1. b�ckfill. - I
e.Switch to straight pro � be section
and probe tank again. I
Backfilling I
I - .
. � I
. I cut z2udace H-2-0 axie . I 6 � 'IV I 0 � I I ..e So, - t I., - .,;.) I I
I , � � i � . ;4� Lr, � , a � (25,00048 000 gallon models).
I 1 I loads (21ZOOQ'IbsJaxle� . H. Ufting Lug W, t I . I � I L I .1 11 I I I I 1. I I I . I I
I I . s - P,r d4 lif ing lug(s) on all tanks. Lugs shall be -WV-r_-jM Traffic Loads, I Twelve feet, diarriete(tankg
� I � I I . I � I I . I
.
I � I I : 3. Intemal,loack Primary tank and annular space shall withstand, I . capable of withstanding weight of tank with, a, safety factor of ,4) Hole Size - .1" " 4 . " (25,00040,000 gallon rilodelt) (25LLOOO-48 I ,b00 clallon models),
iI I � - � -11 I � � I I . � I I I I I - ..
1 %3 tv 1.
I 1. D., � pressure test ot 5 psli on tanks of 4' through 8' diameters. I I
I 4 Resulting in a 5 to 1 safety -factor. I
I
I
T
I
.
1
4. i anks shall. be, designed to support accessory equipment such , I , I
,� . . Part W Execution
11 as heating coils, ladders,: drop tubes, etc. When installed I
r
r
I I I I I according to manufacturer's recommendations and � I . 3.01, 3.02 Installation and testing I
I
limitations. I I Tanks shall be tested and Installedacccirding to the current
I .
11
I
B. Product Storage Requirements, 'installation instructions provided with the tank (refer10 Owens-Comirig
. . .
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I . � Fiberglas publication 3 -PE -6304 and 3 -PE -12681 and lm:lude as part of
I I I . 1. All tanks must be vented. Tank�, are designed 'for operation, your specification). I �
� r .
atatmospheric pressure only. except for use with vapor I
I . I : recovery systems providing the pressure or vacuum does � I
I I I I . I . � � not exceed 11 PSI. I . 11 I � . . . I I I . . I . I I 11 I I 11
. - ' I - requve mechAnical compaction of
Stablie Wallis . I I I I . :'23 ' Tanks subjectiedto. traffic loads I I
I t�*Z-:;,: "I I � peci
-.-,`-'.4!,.'1'-�;'!'-" �`: -'t ""'. . �must havecover depth of 8,8" Is . tied backfill in 12" lifts. Voids
. , ". I � � � . . . - I
I n stable toil conditions for 4 i : ,A �1%'2,il�-4 1." "I I .. � I � It I I ot6orof
I I 1. ank mustbe, eliminated asi
I-', I .
I � ,�r 11 I I under t
through, 1 01 diameter tanRs '' � � J.4,� , ' I k 1. backfill, olus 6,1 of asphalt. I above. backfill mus , tbecom-
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r- . , , .
I ,;�! . . I 1.38,, bkf, ", . � re -bar reinforced concrete, I 1
(550-20,000 gallons). Iniq hole 1-1 " �.'., I . 1* 6", 1 1 1 1 1 1 � � dMg2&4#r%Gn0/hett2nr4�irr4 Onr-fnr
. �
Deadn=Anchors
The Weight of overburden on top of
the deadMan and tank provides
�
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to.p� _ .� �
Do norfill until backIIIIIII Is 116' " � � ,_
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,of tank. Neveradd pr6duct"ar, I I , *.. ,� 1,4%)
1 � I . �, .. � '11, � I "fP, , 1,
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water for hold-dbw'n in dry h64, I - , I i, , ',,�'t "Ail
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, ,conditions until backfillin "' . �", " ,1, �,, V.
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,com � lq . - , I',, 'V111
. plated. I ,." '�r'
-
.. ' 0 1 1� 1,"'. , " _ rr 11 , " '0111,
, . I '!.�" � �', 1 "� , 1� "
, , � ,��,I�!` � '�. ;.,�,
(Expepfion--7-See instait"6n., , - . � "" �11��
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Pr6dedure4et I �ole) :, ", : , ' ' , �'',.�,
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I Lay deadman .
the ,anchoring force,
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11 � :."� ""'411W111
r_ � .4'* ,�
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along each side and parallel to I I I
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tank. The tank must hot *over- I �
1 1) Vent:
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1111-1
shadow'the deadman anchor. I ing,
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", " - '�'11
11",
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Clamp "re with at least three I I
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Tanks must be vented,with in
4 -, � , , I
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clamps arounddeadman and
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opening the same diameti� ir, I
a or,
- ,rkll'� 1
1.1, :, " _ -
"' ' � ': � 7 '
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through end at strap. I �
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larger than the piping used,to
, ' 1 1
7 ,
,.v,� .' 1 1'11� "
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.
Deadman are made withreinforc-
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remove product I ,r
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ed (246 rebars) concrete. The I , . -
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r,rriscz section dimensions may .
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,;:11--, I Lf C I � I � �w I W I I - I I � .1� � I I . "
,
must belatoeehoughtoallow,A !1:1, . asphalt I I H6neit fnrnrn artnnieciinnnrij vary clenpridinn on bunal denth 121'For Arieliffinncall Infnirmatinnfln I �� � , � � ,'rl� ,
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. �, .
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minimum oi 1811(24 4, preferred) . ��, � or . L.; I �
� -r-T , �,� concrete I . I Note- TANKS INSTALLED WITH
between adjacent tanks and 18 " *-4 ., ., 0 , , I I � �, I I I OACkFILL TO,,TOP OF TANK,
(24,, preferred) b6tWe en the tank � I I
. I 1.
sides and ends and the banks of � I I BUT WITHOUT BACKFiLL TO
I I �
the hole. . . I . GRADE SHOULD BE COM- I �
� I . �
I I � . 11 I PLETELY FILLED WITH WATER
I
Twelve-todt diameter tanks, . � I I
' I OR PRODUCT AS BALLAST, DO
(25,000-46.000 gallon 016dels�), � . .. 11 -11.1 � . � r. I .. . . . � � I � I
, , I � I I � - I I - � � I , I NOT PLACE WATER OR PRO.
. - ii � I I I I I I I . . � I I 11 11 � I . � I . .
- � I I � . reqU!Ve 24 Detween TanKs ancl � I . .. b I I i ��. � DUCT IN TANK UN71L BACKFILL
� I ' i
I I � � 1 2. Tanks shbil be� capable of storing I I J iquids with specific gravitly , I � , I hole sides, and require 24 " be.t- 6) Filter Fabric-Wet,Hole Liner , ,, ., 1. . . IS EVEN WITH TANK TOP,
� . � I up to 11.1. . 0 � I I I � I I . I ween ddjacentlanks. I I I I � - I : � - -1 I ,�� I � I I I I I . I I I.. I
n k A'n- *-.4-o's 6__6_4#..iP_ *--I.- -k-il ?__ _I_i� I 1 41. 1 It is tho!responsibility of the tank owner dr his tedhnical representative to -o - -
_A �_._ � * -1 � I 11 � 1. � - I I I r I I - . I
7.;.�..& 1 _0_---JF.&--�� /_,116:1
&� 11 � -
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,, � , * f : 01.6 .... 14 -� .
_�'-` , 40. -ft d.-
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14 � to, % % '46% I I
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11 t, �14, Ali. Ditinaldts - - . I -
X; 4 - - � A�
1�-11.� 1. t I
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S144� ' I
,Ft.+,-- I ,r � I . � I
.k. + %
t� .�, , +� .i .It
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,
*V. 11, 11 I 11 1W V
4., - I %, , J I t�o Al �
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4- ,,.i.a I - . � 4
0 % dia. mini
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" 17 11 unstable *&hs �*.
� . . .
. .
Unstable wallo (alt b,,*;e tanks) ,,-determine It filter fabric is approorlate tot a sodelf , ldta:Mkinstallatlon.� Ur - a I 11
I
� �
� 1. . I . experience indicates that it all the.otherinstallatidr! instructions are 01 Insicluation, Peocedwe-Wet Hole -
in rhUbk, Wc I I
: I gi peal, swarr 1 - ) - � �
, � " p, or I..A I I I
I 1; . I . . I . I I, - ,:,
I., I 11 � I I 11 , I , ,,�,.",.',
.
(See OCF Pub, 3-PE,9632 for . * � 1) . 1 � 1,
I I .%
I 1�;", I
details.) 11 burial depth is,244, Other frittallatio'n'Detallsb I ,,,,,,,,,r,, ..
I � I �
I I ,,,, I . 1, ..�,!,:, "I
d,L-adman size is as follows: -,�qf-,. �O�".,*.,��1.1*�,�..-,""V..:�� + 11 .� ,
I " �� �� " �,�,
., �4�fx��, 1 1 1 ,�,� ,
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� PW :''., "� n a �
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� 11, . , 'Miriatift''ol. � , � Fafadditional informatto C�n` I �, r `,,�' '' ., - I I
,
-
- 'O."', ,, in I 11
Tank Min. I r "I � d , , ��-i' " � - 1. , , " "
idth�j' . � L' � �i, *iii;ii, ,.� �. �'. , , I . I
. I I ., I fbi"_ '' - ": installation details see Owe4f' �� �, _.'�I, .,��,, A
I W �, � ,.. as � '' ��,�'. � �) I I I ., , I r � , , ,
Diameter 1-16ight �� , il.".�i , -, i� ,"";L��,�,. Corning Fib0glas oubticattan ,�, ,�� : � - ",", I
- I , t: � 0 1 ., I
11 � "..'' _� I I SU a�", . �. �
'"" � , , 4 1 3 -PE -9632. I . JP 1, , "I �, �, ,,,�,, �
� P . 0, , � " , !,F.! , ,r -l",- ;.1- 4 . � 11 . ,
4 6" x 6 , Tdod., I r 1,� I � Ifyoutiaveanin I � . . . ,,,
I
�
1 6' 8? �." . V � ._ . 'that is hot fully .- , �, q �, � I—— .1
, : , 1 .11
- � - . . ,. __ . tidrititughon �., I'' 1-
120 x . t2w ., (4111,01. �" 11 ,; I �. ,�
I � '. �, rrr I 11 I 1. ,. . I . "" , , � ; I ,,
'
I 11 I 11 I �11, � I I .1 I addre,,ssed in these insteup � , * ' ',,e'a�
10, 121, x 18w , , , ,,tioo,V. , ,,, ;'�
A"': : I , ,� . ';
�- , -' I , -i -,
I - , _ � , I ,
121 (See OCIF Pub, 3 -PE -9632) A _ '. . , contact your local Fiberglas ja�ik I I I I : , ,,�;��
� , " . I I . �1� �;�
F161111100411*110114'' , , , I " �,, � . 1. I � i� � �
�! ,. I - - " tales representative. Ifyou are- �, , �,; I I ,�
'14 . � 11441d, S4041koi, I I I *�, ��
'A round cross,section can be . 4, 1 4�� lill�",.0,11. $0000iCi* Unable to cohlad your 10cws � ,, . � �� 1. 11 � 'e,
sUbstituted it the diarh6terequaJIt!. L , 'dli�l I"'' I 'h, III. I . Z, �,,, . r I I I � � t �,*
411 11 " , '.. , . I � . ,
. I , hilative, call., , 11 , I.
J14 J:j 0, r, , , "�, . I r6bresd , -1, ,�� ,,,%`
� .� .�Jj'j I , , � I V'. i , , "",
or limcaeris the Headman width r, , 4 Il" � , � It', ] .1 I
uarefullyiullo ed, meuseoy Niter laurioni nut ow"t , I �, I I 0 I I 11 I - " . T
� I . � '' " 410W
I landfill typeakuhas where th�l toil Is I I � , � " � I �,.:-
I I ,�
, I I � � tormay be appropri.tite to prevent gravel migration. I ,. �._'' _Aov�;�*.�,:r, , ,�,*%,,, � _., I � ,
� . I A fillet fabric sebara� �_ I �� . I �,� � , I '. t::
rS;5ft"o r . � with riiiflive i It he'lps to I � 1. -11
larger hole it required to Filt e fa'bn'c preventt*e migration of pea gravel . Soil. I 0 , I
� I . � Refer to Section 6 for details. Watet level shoul be maintained at I �(�,,, '' � ,-.�,,,i�,�Iil
I - . 1 Z$1 , , ,
support tanks. in these types of - ' '%ortilng lbwestpractidallevolbyWiin pumpswith at without A well -point, I � � I '� I �i,�,,,
. Maintain the integrity and stability of the back,fill material. Owens -L I _'� I I I
I
. I ,- - . -_ � I . I - -.4; - I I I. . . I . I . I � . �_ ", �4 7
� recommends the use of filter fabric for the f ollowind types of Installations, I � - 11, -_ I � _ �. . ., I 11 .1 I I � - . . I ., � .1� I �
Conditions the holesmUst be large I , . system, Prepare bed a's bUtligried in SWion 1 . - - -- 1. I... 1.1'._, " " .. 11
� I - , I ? r ;,'�
� � I , . 4 - -1 I ,J',�,'177
,enough to allow a minimum of 1/2 . I I � I I 0T,y � ITEM I PAAT Noo. I � ., � , �'�, ''. �
1. I . �. -1 I I . I . , I J� . � I - , .1, �r, � .1
I I . I I I _�.�__ , - 1. I I I ��1� . � , , " ",
. tahkthar I neter from ends and . � i, _ - I I . - , , I " Ir '. I
1. Tid4conditions or areas subjected to frequently Changing gtourid .1. I . I � I . NO.i - 0ESCR1,11116N
I � � - .1 , , - , � - , , I
I __"�" Ashatt � I . I'll, I I 1, I "I
, , thu w Ater lovolsi . � I I r, - __ - __ ___ I..., ______ � � I . , I �
. I I � �
I I
sidet 61 tanks to hole walls. I - I .1 I I I I F, I . I I . SHtET � No. .1 2 . 8 �' -1 :2 13 � J., 1, ,-"g !� .11, �. ' � '. '2' - I !� I � ,�.��,
. 'I 10 I I!: r 17 18 19 1 .'2 , :,�,
I I r.: I 1 'I : - [ , � �' '
: � I � I " I � ''. . � 1.1 1 4 1 6 1: .. I i . I �; ! Iti I '20 1 1 : .
� 2,� - . 11 � red, -1 I- . I I I . � � � -, - 1. I . .1.1 ., I . �. ' L , '
'' I i . .. W41 I REV_ LTR . . - -_ � __` .� I - ��, � - � I . i t ,11, 1�
I ,:� : I'll
I I � yo, " edd't ballasttanki. . - I � � I - � � I I _1
avi Ith, silty soil . � I ,Jc�-, I - I I _TJ J . I � - ,i : � ,
I nstabl- W,Wa(d_.ddf(hdda'si - : I Unstable, sails (muck or landf !0t) I 11 I _A � - � I It the water can not be lowd - 11 I . I I - I � i I .,
,
,
U a . , � , s i Ll ., I . _ I : I , .
those toils h ' no less than 160, 31:.� Water Conditions vil'i , I � . I I I �. 11.1 1. � -1 ,,� . _�;�,,Ojj
"k*� , . � , ,� '11, -1 . 'i's
, , , ,' - In the -, adding , � I
- � � , . . , 11 _"Fial".61tinksi . hole I,,
1� I 3houdh ballast to si ' k them - MGMMW hi � I I I , , 1, �11. � "� I
- ... . 1 �, � I r I - -- I' _ �Tl I , " " .
lbs,�6q, ft, coh-6sidndt calculAteid '� i , , I , only L n A0110VALS bATE I I , I I I—,
,
"
: �� Suitable brand ham,� filter fabrics are itemized below. Lbbal filter fabric / I kid � I I
- � I I � . reqU!Ve 24 Detween TanKs ancl � I . .. b I I i ��. � DUCT IN TANK UN71L BACKFILL
� I ' i
I I � � 1 2. Tanks shbil be� capable of storing I I J iquids with specific gravitly , I � , I hole sides, and require 24 " be.t- 6) Filter Fabric-Wet,Hole Liner , ,, ., 1. . . IS EVEN WITH TANK TOP,
� . � I up to 11.1. . 0 � I I I � I I . I ween ddjacentlanks. I I I I � - I : � - -1 I ,�� I � I I I I I . I I I.. I
n k A'n- *-.4-o's 6__6_4#..iP_ *--I.- -k-il ?__ _I_i� I 1 41. 1 It is tho!responsibility of the tank owner dr his tedhnical representative to -o - -
_A �_._ � * -1 � I 11 � 1. � - I I I r I I - . I
7.;.�..& 1 _0_---JF.&--�� /_,116:1
&� 11 � -
.r- , i V
__
,, � , * f : 01.6 .... 14 -� .
_�'-` , 40. -ft d.-
�
.
14 � to, % % '46% I I
I
,
. 11, I I ,
- I �
11 t, �14, Ali. Ditinaldts - - . I -
X; 4 - - � A�
1�-11.� 1. t I
�
S144� ' I
,Ft.+,-- I ,r � I . � I
.k. + %
t� .�, , +� .i .It
� �, � I I � I �� 1, - A,
,
*V. 11, 11 I 11 1W V
4., - I %, , J I t�o Al �
� - , - I �i , 1.�: 1,
�- � ... I , � .1
4- ,,.i.a I - . � 4
0 % dia. mini
I i ,
" 17 11 unstable *&hs �*.
� . . .
. .
Unstable wallo (alt b,,*;e tanks) ,,-determine It filter fabric is approorlate tot a sodelf , ldta:Mkinstallatlon.� Ur - a I 11
I
� �
� 1. . I . experience indicates that it all the.otherinstallatidr! instructions are 01 Insicluation, Peocedwe-Wet Hole -
in rhUbk, Wc I I
: I gi peal, swarr 1 - ) - � �
, � " p, or I..A I I I
I 1; . I . . I . I I, - ,:,
I., I 11 � I I 11 , I , ,,�,.",.',
.
(See OCF Pub, 3-PE,9632 for . * � 1) . 1 � 1,
I I .%
I 1�;", I
details.) 11 burial depth is,244, Other frittallatio'n'Detallsb I ,,,,,,,,,r,, ..
I � I �
I I ,,,, I . 1, ..�,!,:, "I
d,L-adman size is as follows: -,�qf-,. �O�".,*.,��1.1*�,�..-,""V..:�� + 11 .� ,
I " �� �� " �,�,
., �4�fx��, 1 1 1 ,�,� ,
. I � . .- , - , 11
� PW :''., "� n a �
" ,
� 11, . , 'Miriatift''ol. � , � Fafadditional informatto C�n` I �, r `,,�' '' ., - I I
,
-
- 'O."', ,, in I 11
Tank Min. I r "I � d , , ��-i' " � - 1. , , " "
idth�j' . � L' � �i, *iii;ii, ,.� �. �'. , , I . I
. I I ., I fbi"_ '' - ": installation details see Owe4f' �� �, _.'�I, .,��,, A
I W �, � ,.. as � '' ��,�'. � �) I I I ., , I r � , , ,
Diameter 1-16ight �� , il.".�i , -, i� ,"";L��,�,. Corning Fib0glas oubticattan ,�, ,�� : � - ",", I
- I , t: � 0 1 ., I
11 � "..'' _� I I SU a�", . �. �
'"" � , , 4 1 3 -PE -9632. I . JP 1, , "I �, �, ,,,�,, �
� P . 0, , � " , !,F.! , ,r -l",- ;.1- 4 . � 11 . ,
4 6" x 6 , Tdod., I r 1,� I � Ifyoutiaveanin I � . . . ,,,
I
�
1 6' 8? �." . V � ._ . 'that is hot fully .- , �, q �, � I—— .1
, : , 1 .11
- � - . . ,. __ . tidrititughon �., I'' 1-
120 x . t2w ., (4111,01. �" 11 ,; I �. ,�
I � '. �, rrr I 11 I 1. ,. . I . "" , , � ; I ,,
'
I 11 I 11 I �11, � I I .1 I addre,,ssed in these insteup � , * ' ',,e'a�
10, 121, x 18w , , , ,,tioo,V. , ,,, ;'�
A"': : I , ,� . ';
�- , -' I , -i -,
I - , _ � , I ,
121 (See OCIF Pub, 3 -PE -9632) A _ '. . , contact your local Fiberglas ja�ik I I I I : , ,,�;��
� , " . I I . �1� �;�
F161111100411*110114'' , , , I " �,, � . 1. I � i� � �
�! ,. I - - " tales representative. Ifyou are- �, , �,; I I ,�
'14 . � 11441d, S4041koi, I I I *�, ��
'A round cross,section can be . 4, 1 4�� lill�",.0,11. $0000iCi* Unable to cohlad your 10cws � ,, . � �� 1. 11 � 'e,
sUbstituted it the diarh6terequaJIt!. L , 'dli�l I"'' I 'h, III. I . Z, �,,, . r I I I � � t �,*
411 11 " , '.. , . I � . ,
. I , hilative, call., , 11 , I.
J14 J:j 0, r, , , "�, . I r6bresd , -1, ,�� ,,,%`
� .� .�Jj'j I , , � I V'. i , , "",
or limcaeris the Headman width r, , 4 Il" � , � It', ] .1 I
uarefullyiullo ed, meuseoy Niter laurioni nut ow"t , I �, I I 0 I I 11 I - " . T
� I . � '' " 410W
I landfill typeakuhas where th�l toil Is I I � , � " � I �,.:-
I I ,�
, I I � � tormay be appropri.tite to prevent gravel migration. I ,. �._'' _Aov�;�*.�,:r, , ,�,*%,,, � _., I � ,
� . I A fillet fabric sebara� �_ I �� . I �,� � , I '. t::
rS;5ft"o r . � with riiiflive i It he'lps to I � 1. -11
larger hole it required to Filt e fa'bn'c preventt*e migration of pea gravel . Soil. I 0 , I
� I . � Refer to Section 6 for details. Watet level shoul be maintained at I �(�,,, '' � ,-.�,,,i�,�Iil
I - . 1 Z$1 , , ,
support tanks. in these types of - ' '%ortilng lbwestpractidallevolbyWiin pumpswith at without A well -point, I � � I '� I �i,�,,,
. Maintain the integrity and stability of the back,fill material. Owens -L I _'� I I I
I
. I ,- - . -_ � I . I - -.4; - I I I. . . I . I . I � . �_ ", �4 7
� recommends the use of filter fabric for the f ollowind types of Installations, I � - 11, -_ I � _ �. . ., I 11 .1 I I � - . . I ., � .1� I �
Conditions the holesmUst be large I , . system, Prepare bed a's bUtligried in SWion 1 . - - -- 1. I... 1.1'._, " " .. 11
� I - , I ? r ;,'�
� � I , . 4 - -1 I ,J',�,'177
,enough to allow a minimum of 1/2 . I I � I I 0T,y � ITEM I PAAT Noo. I � ., � , �'�, ''. �
1. I . �. -1 I I . I . , I J� . � I - , .1, �r, � .1
I I . I I I _�.�__ , - 1. I I I ��1� . � , , " ",
. tahkthar I neter from ends and . � i, _ - I I . - , , I " Ir '. I
1. Tid4conditions or areas subjected to frequently Changing gtourid .1. I . I � I . NO.i - 0ESCR1,11116N
I � � - .1 , , - , � - , , I
I __"�" Ashatt � I . I'll, I I 1, I "I
, , thu w Ater lovolsi . � I I r, - __ - __ ___ I..., ______ � � I . , I �
. I I � �
I I
sidet 61 tanks to hole walls. I - I .1 I I I I F, I . I I . SHtET � No. .1 2 . 8 �' -1 :2 13 � J., 1, ,-"g !� .11, �. ' � '. '2' - I !� I � ,�.��,
. 'I 10 I I!: r 17 18 19 1 .'2 , :,�,
I I r.: I 1 'I : - [ , � �' '
: � I � I " I � ''. . � 1.1 1 4 1 6 1: .. I i . I �; ! Iti I '20 1 1 : .
� 2,� - . 11 � red, -1 I- . I I I . � � � -, - 1. I . .1.1 ., I . �. ' L , '
'' I i . .. W41 I REV_ LTR . . - -_ � __` .� I - ��, � - � I . i t ,11, 1�
I ,:� : I'll
I I � yo, " edd't ballasttanki. . - I � � I - � � I I _1
avi Ith, silty soil . � I ,Jc�-, I - I I _TJ J . I � - ,i : � ,
I nstabl- W,Wa(d_.ddf(hdda'si - : I Unstable, sails (muck or landf !0t) I 11 I _A � - � I It the water can not be lowd - 11 I . I I - I � i I .,
,
,
U a . , � , s i Ll ., I . _ I : I , .
those toils h ' no less than 160, 31:.� Water Conditions vil'i , I � . I I I �. 11.1 1. � -1 ,,� . _�;�,,Ojj
"k*� , . � , ,� '11, -1 . 'i's
, , , ,' - In the -, adding , � I
- � � , . . , 11 _"Fial".61tinksi . hole I,,
1� I 3houdh ballast to si ' k them - MGMMW hi � I I I , , 1, �11. � "� I
- ... . 1 �, � I r I - -- I' _ �Tl I , " " .
lbs,�6q, ft, coh-6sidndt calculAteid '� i , , I , only L n A0110VALS bATE I I , I I I—,
,
"
: �� Suitable brand ham,� filter fabrics are itemized below. Lbbal filter fabric / I kid � I I
Unstable wallo (alt b,,*;e tanks) ,,-determine It filter fabric is approorlate tot a sodelf , ldta:Mkinstallatlon.� Ur - a I 11
I
� �
� 1. . I . experience indicates that it all the.otherinstallatidr! instructions are 01 Insicluation, Peocedwe-Wet Hole -
in rhUbk, Wc I I
: I gi peal, swarr 1 - ) - � �
, � " p, or I..A I I I
I 1; . I . . I . I I, - ,:,
I., I 11 � I I 11 , I , ,,�,.",.',
.
(See OCF Pub, 3-PE,9632 for . * � 1) . 1 � 1,
I I .%
I 1�;", I
details.) 11 burial depth is,244, Other frittallatio'n'Detallsb I ,,,,,,,,,r,, ..
I � I �
I I ,,,, I . 1, ..�,!,:, "I
d,L-adman size is as follows: -,�qf-,. �O�".,*.,��1.1*�,�..-,""V..:�� + 11 .� ,
I " �� �� " �,�,
., �4�fx��, 1 1 1 ,�,� ,
. I � . .- , - , 11
� PW :''., "� n a �
" ,
� 11, . , 'Miriatift''ol. � , � Fafadditional informatto C�n` I �, r `,,�' '' ., - I I
,
-
- 'O."', ,, in I 11
Tank Min. I r "I � d , , ��-i' " � - 1. , , " "
idth�j' . � L' � �i, *iii;ii, ,.� �. �'. , , I . I
. I I ., I fbi"_ '' - ": installation details see Owe4f' �� �, _.'�I, .,��,, A
I W �, � ,.. as � '' ��,�'. � �) I I I ., , I r � , , ,
Diameter 1-16ight �� , il.".�i , -, i� ,"";L��,�,. Corning Fib0glas oubticattan ,�, ,�� : � - ",", I
- I , t: � 0 1 ., I
11 � "..'' _� I I SU a�", . �. �
'"" � , , 4 1 3 -PE -9632. I . JP 1, , "I �, �, ,,,�,, �
� P . 0, , � " , !,F.! , ,r -l",- ;.1- 4 . � 11 . ,
4 6" x 6 , Tdod., I r 1,� I � Ifyoutiaveanin I � . . . ,,,
I
�
1 6' 8? �." . V � ._ . 'that is hot fully .- , �, q �, � I—— .1
, : , 1 .11
- � - . . ,. __ . tidrititughon �., I'' 1-
120 x . t2w ., (4111,01. �" 11 ,; I �. ,�
I � '. �, rrr I 11 I 1. ,. . I . "" , , � ; I ,,
'
I 11 I 11 I �11, � I I .1 I addre,,ssed in these insteup � , * ' ',,e'a�
10, 121, x 18w , , , ,,tioo,V. , ,,, ;'�
A"': : I , ,� . ';
�- , -' I , -i -,
I - , _ � , I ,
121 (See OCIF Pub, 3 -PE -9632) A _ '. . , contact your local Fiberglas ja�ik I I I I : , ,,�;��
� , " . I I . �1� �;�
F161111100411*110114'' , , , I " �,, � . 1. I � i� � �
�! ,. I - - " tales representative. Ifyou are- �, , �,; I I ,�
'14 . � 11441d, S4041koi, I I I *�, ��
'A round cross,section can be . 4, 1 4�� lill�",.0,11. $0000iCi* Unable to cohlad your 10cws � ,, . � �� 1. 11 � 'e,
sUbstituted it the diarh6terequaJIt!. L , 'dli�l I"'' I 'h, III. I . Z, �,,, . r I I I � � t �,*
411 11 " , '.. , . I � . ,
. I , hilative, call., , 11 , I.
J14 J:j 0, r, , , "�, . I r6bresd , -1, ,�� ,,,%`
� .� .�Jj'j I , , � I V'. i , , "",
or limcaeris the Headman width r, , 4 Il" � , � It', ] .1 I
uarefullyiullo ed, meuseoy Niter laurioni nut ow"t , I �, I I 0 I I 11 I - " . T
� I . � '' " 410W
I landfill typeakuhas where th�l toil Is I I � , � " � I �,.:-
I I ,�
, I I � � tormay be appropri.tite to prevent gravel migration. I ,. �._'' _Aov�;�*.�,:r, , ,�,*%,,, � _., I � ,
� . I A fillet fabric sebara� �_ I �� . I �,� � , I '. t::
rS;5ft"o r . � with riiiflive i It he'lps to I � 1. -11
larger hole it required to Filt e fa'bn'c preventt*e migration of pea gravel . Soil. I 0 , I
� I . � Refer to Section 6 for details. Watet level shoul be maintained at I �(�,,, '' � ,-.�,,,i�,�Iil
I - . 1 Z$1 , , ,
support tanks. in these types of - ' '%ortilng lbwestpractidallevolbyWiin pumpswith at without A well -point, I � � I '� I �i,�,,,
. Maintain the integrity and stability of the back,fill material. Owens -L I _'� I I I
I
. I ,- - . -_ � I . I - -.4; - I I I. . . I . I . I � . �_ ", �4 7
� recommends the use of filter fabric for the f ollowind types of Installations, I � - 11, -_ I � _ �. . ., I 11 .1 I I � - . . I ., � .1� I �
Conditions the holesmUst be large I , . system, Prepare bed a's bUtligried in SWion 1 . - - -- 1. I... 1.1'._, " " .. 11
� I - , I ? r ;,'�
� � I , . 4 - -1 I ,J',�,'177
,enough to allow a minimum of 1/2 . I I � I I 0T,y � ITEM I PAAT Noo. I � ., � , �'�, ''. �
1. I . �. -1 I I . I . , I J� . � I - , .1, �r, � .1
I I . I I I _�.�__ , - 1. I I I ��1� . � , , " ",
. tahkthar I neter from ends and . � i, _ - I I . - , , I " Ir '. I
1. Tid4conditions or areas subjected to frequently Changing gtourid .1. I . I � I . NO.i - 0ESCR1,11116N
I � � - .1 , , - , � - , , I
I __"�" Ashatt � I . I'll, I I 1, I "I
, , thu w Ater lovolsi . � I I r, - __ - __ ___ I..., ______ � � I . , I �
. I I � �
I I
sidet 61 tanks to hole walls. I - I .1 I I I I F, I . I I . SHtET � No. .1 2 . 8 �' -1 :2 13 � J., 1, ,-"g !� .11, �. ' � '. '2' - I !� I � ,�.��,
. 'I 10 I I!: r 17 18 19 1 .'2 , :,�,
I I r.: I 1 'I : - [ , � �' '
: � I � I " I � ''. . � 1.1 1 4 1 6 1: .. I i . I �; ! Iti I '20 1 1 : .
� 2,� - . 11 � red, -1 I- . I I I . � � � -, - 1. I . .1.1 ., I . �. ' L , '
'' I i . .. W41 I REV_ LTR . . - -_ � __` .� I - ��, � - � I . i t ,11, 1�
I ,:� : I'll
I I � yo, " edd't ballasttanki. . - I � � I - � � I I _1
avi Ith, silty soil . � I ,Jc�-, I - I I _TJ J . I � - ,i : � ,
I nstabl- W,Wa(d_.ddf(hdda'si - : I Unstable, sails (muck or landf !0t) I 11 I _A � - � I It the water can not be lowd - 11 I . I I - I � i I .,
,
,
U a . , � , s i Ll ., I . _ I : I , .
those toils h ' no less than 160, 31:.� Water Conditions vil'i , I � . I I I �. 11.1 1. � -1 ,,� . _�;�,,Ojj
"k*� , . � , ,� '11, -1 . 'i's
, , , ,' - In the -, adding , � I
- � � , . . , 11 _"Fial".61tinksi . hole I,,
1� I 3houdh ballast to si ' k them - MGMMW hi � I I I , , 1, �11. � "� I
- ... . 1 �, � I r I - -- I' _ �Tl I , " " .
lbs,�6q, ft, coh-6sidndt calculAteid '� i , , I , only L n A0110VALS bATE I I , I I I—,
,
"
: �� Suitable brand ham,� filter fabrics are itemized below. Lbbal filter fabric / I kid � I I
- .1 - - � . � . . . . I -1 I -
I . I I ,-.!,.-, � .. 1. 11 -_ . �. I � � . 11 - 1, , � I I - " 11 , � �o�. .4-11 I I - _. .1 � - - I I I - - .1 __ . � I I 1i I 1� .� - I � 1-1 I - - T�m . -_ �
� I 1. __ �, �, - '. " ", . � .1 � I � � . . ' . I - 11 I - - I 1111'- .1-1 � � - 7--_ ", - , , ; � I I - � .... ... I -
, . �. ., ". " ':rt' ,;*, .. .11 - . I . I . - ", �, I.
11 �,%� : I . I I 1. I jrP � , I , "t �� 4�' � , , � . 4111 - � 1� — - I � i' r . � ' �, I ,� .
: I 11-.�, . ,� i ,,, , � , " , , , - -71 � i, , - ,� , . �,, % � - -,,7� It - � , I � I . ,'� - I - . , �." I � ; -A �, - , , � I . I - - - , - _ . . - . 1. � - . � 11 - i I 1. . ,,,, ;;;; -
, ,
, , ,
, - r , � , , ., , � I r . . r , I - I I � r I � . � I , , , " � , . I ., . I � .. - - I - - "I 'I I I ... . 0 , ; , I - I � . � �� I � - I �.. 7 -
i � I I , " - ,.11!!11'-Ill�olitio'.1 � � � I I _� I . . � I- . � � 4. 1 � . - , * . � "i , 1 '19?1� 1 " , � � "I �� � 1 7 ' 9 9'. � � � � r . . r ., . 1. . I � - - � I - I - , ,f �
� -
� 'i ; 6 4,�; r ,, , 1 ,6 , - ,� "s " I I , . - .1 - r 1] - - I , . I . ' r ' � � ., , �, , � - ', r ; ,; , . . I � - - r . 9 , � -
,it f1ii. � 11 I I , � , � I .
- ,� - I , I , , . I -1 I I I . I ' I Xi� . " , , , f � � - - , - - - . -1 , � I 9 9 � . ,r � -. , , � .� . , , , , � � � , I . I � I � � � , ---
I I I . ;,;; I � ....... � , I , . � , v , , 9 - " ,
I ' k �'y ' ' ! '� :' . i� , r ' � - � � . I . I � i ,%sso I � , �, � , 1 9 _� _ . , _r I 1 7� 1 � 1. , � I - I "I I � . . I - � 9 � -1 - 11 t- �, I - � - - ,. r, - �
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SIZE
LTH
FACTOR
90 ELL
Q5 ELL
.. 'FDF
FACTOR
NO
FACTOR
y.NO.
IV♦
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WIF U`I 5 PRIOR WRITTEN CONSENT •
_ 'vr•.�.••'.v.7y■
'V••, !L \..1 11•.1.. -
-�. __.._... . ...... .. ,. .w�•• '�.'s.•�M. 1..1 - �.
, ♦ wa tib- Glau!\ 'i'V�J CJS 1NLa UK V'llJl"i1SNIWV�t'11F' Ufa ANY
DAMAGE TO 0 .,
THER WORK RESULTING THEREFROM WITHOUT COST T THE OWNER, ..:WHICH
-. --�.-� _� .. \41.,✓, ry
, _ w.r a inLL:
t
MEET COMPACTION REQUI RFNTS BEFiAE SUCCEEDING LAYER IS PLACED.
COMPACT
'
,0
SHALL APPEAR WITHIN ONE YEAR AFTER -
THE COMPLETION AND ACCEPTANCE' OF THE
EACH LAYER I�v1 IL � NO W -
WEAVING OF PuwING TAKES PLACE.
FSPOhSIBILITY FOR TOOLS. MATERIALS . _ ETC.. CONTRACTOR... AGREES' THAT 'WHETHER
�
-0R NOT AN T
Y STORAGE FACILITIES OR SPACE ARE FURNISHED T 0 CONTRACTOR SHALL
�IORlC .
U�1DER THIS CONTRACT. E)(CEPTYON.CONTRACTOR.-SHALL
. , THE ROOFING,
_ ___
_fVTEiVl'
FURNISH A 6�AYN1C„T.D
TENAI�ICE A _
GREt.MEM COSIGNED B THE
, .
CONTROL. -MOI ,.
STLftE CLL OF COMPA -
FILL, TO WI
WITHIN PLUS UR MINUS
HAVE NO 9
_
AND CONTRACTOR. RELEASES
_
FROM
MCI OM; ALL.'
�. .MCI
RESPONSIBILITY F OR AND
s
_ 0 MAINTAIN....
� Y ,CONTRACTOR T _,
THE ROOFING IN W
A WATERTIGHT CONDITION
ITYON FOR A PERIOD CLF TW O YEARS:
_
TWO f2) PERCENT OF OPTIMUM TO INS'UZE MAXI MUM DENSITY E ITHF_R BY ADDING
WATER
CONTRACTOR
:
ASSlHES ALL:.. LIABILITY FOR
AND -EXPENSE ANC?
RISK OF LOSS: OR THEFT ;OR
OR 8Y SCARIFYING AND. WOWING SO P
_ IL PRIOR TO COMPACTING.
....IML.. NO
PUDOL ,
IMG
_
MY STERIOUS
DISAPPEAR ANCE � AND.
-
_ _
UNY DAMA GE TO EQUIPf�Eh? TOOLS.
_ _ _
SUBMITTALS CONTRACTOR
�w 5H1��1,1.. S1�MIIT FIVE. i,5) COPIES OF REQUIRED :SHOP
Q
WILL BE PERMITTED... RE IRED
QI1 , THE CONTRACTOR SHALL BE
PREPARED T Ll DISC ,
MATERIALS
SUPPLIES AND OTHER PEFSONAI.
., .. _
PROPERTY
OF' CQI�fTRACTOR OR HIS
DRAWINGS, CAL T , _ - _,
, CUTA IONS OR ` FABRICATED PROOUCT.5-
, AND FIVE 51 �`OPYES OF
.
THE: 50 �
YL AS REQUIRED TO
O<J . ATTAIN': PROPER MO
CONTENT. _ YSTURE
EMPLOYEES,,
SL�CONTRACTORS OR MIATERIALMEN
�
MANUFACTURERS ti.ATALOG SHEETS,` BROCHLES COLOR S {M'LES INSTA"TION
INSTRUCTIONS -
_ ETC. ON! MANUFACTURED PR „ c
ODUCT,k� USED OR INSTALLED P. �” �:
_
PROJECT F e ,. �. rw..
OR MCIIS ACCEPTANCE ;PURCkASE OR
_
USE _,
_ MACHINE, TAMPERS, ARt3JM PERIMETER, � ;
_. _ FOUNDATION WALLS
� Cfr�UMNS
.BEFORE DELI JERY TO THE SITE.- NON
COMP
COMPLIANCE MAY RF'SCl'T TN RF.'iFf`T7f11J nen rn� nrr�nrn�r►r
_ :.
"REDESTALS AND SIMI �
LAR LOCATIONS INACCESS� BLE TO LARGE EfJIJIPMErY'T AND
r'f
m
A
,X'- 1 "t
MATERIALS _ __
REVIVONS
MANUFACTURERS DO NOT PROCEED IN AREA:. OF DISCREPANCY UNTIL LTp DESO�`tf'"flON D
IL RILL SUCH DIANCIES HAVE ATE APPR .
AL.TII2E.RS ANQ PRODUCTS; ALL MATERIALS :USED Oil T1 -E WORK _ ,
SNiA1J.. � BEEN FULLY RESOLVED. n -_
A.S ,SPECIFIED IN BRAND AND QUALITY, NO CLAIM AS TO EMPLOY THE SEFt'i r4R+
THE UNSUITABILITY A RECOGNIZED AND INDEPENDENT TESTING AND
OR UNAVAILABILITY OF ANY MATERIALS HEREIN SPECIFIED OR UNWILLINGNESS BALANCING CONSLLV��4 Fivi_ , ^;4
TO � � ILLINIGNE,.4S � . , �► � x� i� ONE COPY Ck ALL REPORTS OF THE 'TESTING
CONSULTANT 40 THE A►'RCHITECT4 �.b" -
USE SAME, OR INABILITY TCI. PRODUCE FIRST CLASS. ;�l[1RK WITH SAME+ WILL.. INSTAt1ATI0N OF E'S�iJI � GRILLS REGISTERS, AND DIFFUSERS:
,
BE ENTERTAINED UNLESS SUCH CLAIMS ARE MADE IN WRITING AND SUBMITTED s -'--- --
WITH B �Y e
WHERE NECESSMY AND , TI- , h .„��» ,
- _ IQ. QUALITY 'LINE, FIRST GRADE MATERIALS, IN FULL COMPLIANCE , _ WHEN DIRECT B'Y.�,.., "E ,
LOCATIONS. INSTALL ALL EQUIPMENT IN THE L �.. ,� lI � ,(i/MC,I, :PROVIDE FANS
LOCATIONS SHOWN ON IHR; WITH L GER OR �,.
WITH THE HEREIN SPECIFIED MATERIALS, BY ONE OF THE FOLLOW -�• � SMALLER PULLEYS AT Na
INC APPROVE SHOP DRAWINGS'. EXCEPT wlF'lFRE SPEC ADCI.�, l0i�t�.R C.`�T TJ THE OWNER, ,
.. w � I
MANIUFACTIRERS SHALL BE USED. + _ .IFICALLY OTHERWISE APPRtTfE.;D SIZED TO DFLIVE THE FANS AT THE SPEEDS NECESSARY TO GiVI� ��.,n ,INDICATED ,
ON THE JOB BY THE ARCHITECT/MCI.
VOLUMES..
SHERWIN-WILLLAMIS INtTF.RFERFNCES:
AVOID INTERFERENCE WITH STRUCTURE, AND WITH WORK OF FOR EACH CONPOl*�ENlT OF THE SYSTEM WHERE APPLICABLE, '�
SfJNiVEBORN
, PL LE, K%43 . THE
OTHER 'GRADES, PRESERVING ADEQUATE HEADROOM AND G"WEARING ALL DOORS AND FOLLOWING TESTS AND SUBMIT REPORTS TU THE ARCHITECT/MCI;
PASSAGE -WAYS TO THE APPROVAL OF THE ARCHITECT/MCI.
ATP, VOLUMES AT .EACH SUPPLY RETURN, AND INSPECTION CHECK EACH PIECE OF' EQUIPMENT IN Tt-E SYSTEM FOR
+ , EXHAUST OUTLET';
DIVISION 25 - hEATIF,iG, VENTILATING, AND AIR CONDITIONING ,
• � DEFT VERIFYING THAT ALL PARTS ARE PROPERLY F"UFWISHEi1i ALL ADJUSTMEANS (2) TOTAL. CFM SUPPLIED BY EAI SUPPLY FAN, ,
SECTION 1.5A - MECHANICAL
INSTALLED, THAT ALL ITEMS. FUNCTION. PROPERLY, AND THAI• NT'S ,
HAVE BEEN MA4E. (3) TOTAL. CFM E>MUSTED BY EACH EXHAUST FAN; i
SCOPE OF WORK: HEATING, VENTILATING AND AIR CONDITIONING REWIRED
FOR THIS WORK FABRICATE AND INSTALL ALL DUCTWORK IN STRICT ACCORDANCE. �
IS INDICATED L1(�1 THE DRAWINGS AND INCLUDES, E3lIT IS NOT WITH THE APPROVED SHOP DRAWINGS AND TT -E REFERENCED STANDARDS'.
(4) TQTX. STATIC OF EACH FAN
NECESSARILY+ LIMIT® TO:
SHEET METAL DUCT1irORK: (S) MOTOR SPEED, FAN* SPEED, AND INPUT AMPERE READING OF EACH FAN;
PACKAGE AIR CONDITIONING UNITS; w CROSS -BREAK 'OR KINK ALL FLAT SURFACES TO PREVENT
CntiiS`J G l0►.L ytIALL 1 Pc.t�. 41` kL _— ^,
EXHAUST FANS PK Gig u R -.G. nuc =i TSN , at"r•1� , (6) AVERAGE VELOCITY ON INTAKE SIDE OF EACH FAN; "
INSULATE ALL SUPP- Y DUCTS, USING THE DETAILED MATERIAL AND SECURING WITH
THE DETAILED TIE WIRES AT NOT LESS THAN 12" CUTTERS. (7) MAKE ALL AIR TESTS BY MEMS OF VELOMETER O
HEATING EQUIPMENTS;R
L+NG}v. 4►MIt.. .-1A Of-1� / 1lkA `'AC�H�uI� yell, I .� "� T ►rid dt� READINGS;CONTROLS,
(8) MAKE ALL STATIC PRESSURE TESTS BY MEANSOF PILOT TSE
DUCTv DAMPERS I ALL DUCTWORK: WHFFREVER OBSTRUCTIONS REQUIRE A CHANGE IN DUCT Si-WPE READINGS; x "
f�ILL.ES, REGISTERS,. AND DIFFUSERS; MAINTAIN THE ' ,
EQUIVALE14T AREAS. ALL SIZES SHOWN ON THE DRAWINGS ARE NET �
(9) MAKE ALL AMPLE READINGS BY MENS OF AN INTEGRATING MATT OR
INSULATION OF DUCTS.;
DIMENSIONS INSIDE THE INSULATION. AMPERE READING;
MAKE ALL DUCT ELBOWS RIGHT ANGLE TYPE WITH la -BOW TURNS OR TURNING BLADES, o
ALL OTHER I REQUIRED FOR A C0* (E AND OPERATING HEATING, OR CONSTRICT WITH A RADIUS 1-1 (10) COMPLETELY AIR BADE INCLUDING TESTIW AND RETESTING /2 TIMES THE DUCT WIDTH. + � AS
VENTILATING, AND AIR CONDITIONING $aT.5 f 4. DESCRIBED ABOVE.
AT ALL DIS EDUCTWORK INTERNALLY SEAL. WITH MASTIC AT ALL, JOINTS.
.SEWHERE< '
RELATED WORK DESCRIBED (L1) PROVIDE AIR CONDITIONING EQUIPMENT START -U' BY THE A/C
FURNISH AND INSTALL MEET METAL [MOORS IN THE DUCT WORK WHERE REQUIRED FOR EQUIPMENT MANUFACTURER AND SL HIT THE REPORT TO THE OWNER AND
SUPPLY PM DRAINAGE PIPING; ACCESS-MAKEALL 'RC1 DOORS ATR -TIGHT WITH FELT STRIPPING; ANIS) PROVIDE A IITECT/MCI
ICE SHIELDS' THEM WITH TOES SO THEY CAN BE OPENED FROM THE INSIDE AND THE OUTSIDE.
ALL SUCH DOORS SHALL BE 'PANEL„ TYPE, OR A GAUGE TWIN THE THICKNESS OF THAT ARCHITECT'S/MCI RIGHT TO RETEST•INC : SHOULD THE CONTRACTOR REFUSE OR
SPECIFIED FOR THE DUi:T INTO WHICH IT IS INSTALLED.
' NEGLECT TO MAKE ANY TESTS NECESSARY FOR DEMONSTRATION OF THE INTEGRITY OF
LINE VOLTAGE AND SERVICE WIRING; THE COMPLETED SYSTEM, THE ARCHITECT/MCI MAY RETAIN THE SERVICES OF AN
C___•ONNECT.' MIS: INSTALL AND MAKE ALL NECESSARY CONNECTIONS REQUIRED FOR THE OUTSIDE CONSULTAi'4' TO MADE ALL SUCH TESTS AND THEIR RESULTING ADJUSTMENTS
S
PORTION) OF THE DIFFUSERS ARE INCLUDED IN SUSPEhDIM CEILING SYSTEM: CO PLE71- SUPPLY,
RECIRI:t.A_ATION, AND EXHAU.'ST SYSTEMS IMICATED ON THIS AND BALANCE.
APPROVED SHOP' DRAWINGS, INCLUDING ALL DUCTWORK, GRILLE COLLARS, INTAKE
QUALITY ASSURANCE: FOR THE ACTUAL FABRICATION, INSTALLATION, AND TESTING HOUSINGS' CONtECTIONS FASTENERS H TME COSTS FOR SUCH
+ , , HANGERS, AND OTHER ITEMS REQUIRED. TESTS SMALL DE DEDUCTED FROM AMOUNTS AWING. TO THE.
OF WORK UNDER: THIS SECTION, USE ONLY THOROUGHLY TRAINED AND EXPERIENCED CONTRACTOR AND SHALL NOT BE BORNE BY THE OWNER6
WM0EN COMPLETELY FAMILIAR WITH THE ITEMS REQUIRED AND THE MANUFACTURERS' SEAL ALL JOINTS TO PROVIDE AN AIR -TIGHT SYSTEM.
C>,�tENT RECOMMENDED METHODS OF INSTALLATION.
'INSTRUCTING: UPON COMPLETION OF ALL REQJIRED TESTING AND BALANCING, AND
51JERTTALS:
FURNISH AND INSTALL. FLEXIBLE CLOTH OR CANVAS CON ECTIONS BETWEENo,T A DATE SET TO COINCIDE WITH THE OWNER'S ACCEPTANCE ONS' THE CDflH D
AIRHANDLINlG UNITS AND DUCTS., WORK+ FURNISH ALL NECESSARY PERSONNEL AND THOROIJC�- LY INDOCTRINATE AND
INSTRUCT THE OWNER'S MAINftE14%NCE AND OPERATION F'f*TtSTIN":-'L iN ALL ASPECTS OF
COMPLY WITH THE PROVISIONS OF TIE CONDITIONS. VOLUME _DAMPERS: FURNISH AND INSTALL ADJUSTABLE VOLUME DAMPERS OPERATION AND MAINTENANCE OF THE INSTALLED -
IN AL1. AL1,ED SYSTEMS: DEMONSTRATE THE ;
BRANCH !RPPL�'Y DUCTS. LOCATE THE DAMPERS AS CLOSE AS POSSIBLE TO THE MAIN CONTENTS OF THE MANUALS AND ENRJRE THAT THE OWNER'S
PER.S(TNrEL ARE
PRODUCT* DATA: CdITHIN FIFTEEN (15) CALENDAR GAYS AFTER AWARD OF THE DUCT.
TT OROU HLY 'FAMILIAR WITH ALL ASPECTS OF OPERATION MAINTENANCE OF THE '
C�1 T;INSTALLED
SYSTEMS.
(1) COMPLETE MATERIALS .LIST OF ALL ITEMS' PROPOSED TO BE FUINLSTALUITION CR GRILLES, REGISTERS, AND DIFFUSERS:
RNISHED � a M P1.. l A
AND INSTALLED UNDER THIS SECTION. INSTALL-
�I . L.LLY
, , TRK-.- LOCATION
r
SFKM ON THE APPROVED 3-W !NC7
)RAWINIGS, . SECURELY A-IORING ''i ACI ITEM IN PLACE �'r l T► i LOCAL y
l ?/- ( AS
r:. N r:: r. 7- 0 T 14 A �L i C A fb l., E. 9 • Li L. O
(2) SHOP DRAWINGS SHOWING ALL DETAILS OF THE PROPOSED AND SEALIM WITH RUBBER GASK .TS TO PREVENT LEAKAGE.»
INSTALLATION, AND THE INTERFACE OF DUCTS AND EQUIPMENT WITH ALL OTHER
2, �1.L- huc-'r, Pipe --.S A,NP SqQIPMCzt4l 6HAI.i C�tA Iz'
ITB4S. EQUIPMENT IDM'IFUCATION: PROVIDE A THOROIJGF AND COMPP!L TE SYSTEM OF *t- P PJ F*AC CL Ta Fc m -S 1 r— 5 H } c- pa;!!� ep AC. N Aad "4U
C-� Mt c � - � L1rIGs
IDENTIF31CATIDN OF ALL EQUIPMENT, INCLUDING DANCERS'.. AND OTHER G5'(' R��1 hL fi� o C.c 1 /,hJ --
(3) MANIJFACTt�RS" REC'°OID INSTALLATION PROCEDURES WHICH, APPURTEt; ` TIS ,r r - _ A w r.� � LS � ��
E' H r* I N p i ' r ►-� , f tyi S A H rJ 1'o Go tr o g
ti PERMIT IMMEDIATE AND POSITIVE RECOGNITION OF ALL l � ;
WFfi�t APPROVED BY `TME /MCI, WiLL •BECOME 71-E BASIS FOR' COM'DNE1�rr5.t'7` H TiTL�, r� G� �
ARCHITECT r , /hN ,C , 7A P5 L a - `'2 2 ,2 "-1
INSPECTING AND ACCEPTING � RE�L^�TINI;, ACTUAL INSTALLATION PROf�Df,RES
USED ON THE WORK. „
3� EQ u I f'Fr(�.:1�'T� FIXU a� CNSuL,h,Tc;�(rp)<EQUIPME>'�!T LA6Els A L 'EQUIPMElfT FURNISHED ANBD` INSTALLED UN DER THIs I��c S f ESECTION SHALL . BE PROVIDED S C-+ L,1, MGG _,
RECORD WITTa TSE MAN1lJFACTUfRER S METAL IDENTIFICATION ?I C C -A L i N I - •,
� 1^. N 'C. �., "` f C' G7 t„I ,ter '� l .
aCCUMtENT'S: DURING PSS' C7F' THE ,WORK l.+fAINTAIN AN G�
AM;PATE LABELS Y ATTACHED TO EACH INDIVIDUAL PIECE OF IPMOff ' AND TrArty 1� �t�,C� � A.W 0 M % u L A 1
RECORD OF All CHANGES MADE IN THE HEATING, VENTILATING, AND AIR MOW',COMPREHENSIVE� ' �1 � �'�'
CONDITIONING SYSTEM FROM NG COMPLETE AND PERFORMANCE CiiARAls'iEfiISTICS, SIZE
THE LAYOUT AND MATERIALS MOWN ON THE APPROVED +
M l -r,r CON TKAC- 'a9
SUBMITTALS. MODEL NUMBER, AND SERIAL NUMBER. !
l� %a
Mrd h4 U � L� p►t�c (� 5 }-dc��' f�R,�'�'✓I h� 5 'f'� � '
DAMP 1
ERS , M �
AT
MANUAL. UPON C EACH A1'CES,�, DOOR, PROVIDE A LABEL. WITH LET'T'ERS AT LEAST 1/2" C� �,
COMPLETION OF THIS PORTION OF THE WORK AND Irl5'T9ulc 101°d 1�1 i N. f ,
AS CONDITION HIGH STATING THE, DAMPER' ?,L,MBETd AND I1'S' PURPOSE.. IDEaJTIFY R � P
FIE DAMPERS
OF ITS ACCEr'T'A.N10E, DELIVER TO THE OWNER ANI? THE ARCHITECT/MCI EACH ONE WITH RED LETTERS CAVA WH:I c BACKGRf?U�. IDENTIFY ALL OTHER. DAMPERS WITH ,.
COPY OF A MANUAL COMPILED IN ACCORDANCE WITH THE PROVISIONS. OF THE GEF�ERAL BLACK LE_"TTERS ON A WHITE BACKGROUND.CONDITIONS. INCLUDE IN EACH COPY OF THE MANUAL A COPY OF THE RECORD
DOCUMENTS. x
CLEANING THE SYSTEM
PRODUCTHANDLING.
W.'TWORK: AFTER THE DUCTWORK HAS BEEN TESTED AND PROVED TIGHT,
PROTECTION T7H M 0 L AN t AND GALL COMPONENTS OF THE DUCTWORK AND REMOVE ALL DIRT,
USE ALL MEANS NECESSARY TO PROTECT THE MATERIALS OF
HER. FOREIGN SUBSTANCES WHICH MAY HAVE ACCUMULATED
THIS SECTION BEFORE, DURING, AND AFTER INSTALLATION AND TO PROTECT DUFUNG THE INSTALLATION PROCESS.
THE WORK AND MATERIALS OF ALL 0 i HER TRADES.
EQUIPMENT; AFTER THE EQUIPMENT HAS SEEN STARTED AND PROVED
RFI-''u$CEMENTS: IN THE EVENT OF DAMAGE, IMMEDIATELY MAKE ALL REPAIRS OPERATICINIAL, CAREFULLY :CLEAN. ALL ACCESSIBLE PARTS .
At,
OF EAS i PIECE OF
S NECESSARY TO THE APPROVAL OF THE ARCHITECT/MCI AND EQUIPMENT, THOROUGHLY REMOVING ALL TRACES OF DIRT, OIL, GREASE, AND
AY MO ADDITIONWL COST TO THE OWNER.
DTI -HER: FOREIGN SUBSTANCE.
EQUIPMENT.
CLOSING -IN OF UNINS'ELTET'1 WORK;
GENERAL: ALL EQUIPM04T SHALL BE THE CAPACITY AINO TYPES GENERAL DO NOT ALLOW OR CAUSE ANY OF
SHOWN IN Tk�E � WORK OF THIS SECTION TO
MU7FENT SCliMULI: IN T -E DRAWINGS, AND SHALL BE THE LISTED
BE C V UP OR ENCLOSED UNTIL IT HAS BEEN INSPECTED, TESTED, AND
MANUFACTURER AND MODEL 141148M.
APPROVED BY THE ARCHITECT/MCI ANO BY ALL OTHER AUTHORITIES HAVING
JURISDICTION.
SINGLE irEM - ..�... _ ._.,._ • s
OT PART NO.
..SOURCE. .FOR EASE.. OF Mf`IINJT'ENANICE AND PARTS RS'I_ACE7�fENT, TO o
N DESClZ1PTtON
llNCtiNERING, Mfr
D
1��a�+,iMUJM EXTENT POSSIBLE L� :EQUIPMENT OF A SINGLE MANiM.�:,'• ^ S�OLK:D ANY OF
THfE .WORK CIF THIS SECTION BE COMMCWE!,P OR
�1,.'t`URER SNCL
SHEET NO. 1 2' 3
OSE[) BEFORE IT HAS BEEN: COMPLETELY5 6 7 8 q - .
INSPECTED
10 11 12
. , TF-ST�I,r AND 13 (4 15 16 9 20 21 2� ; I
THE ARCHITECT/MCI APP r _ 17 I8 ( 23 24
TEi;T/
_ FCI EVES THE RIGHT TO REJECT CIO ALL THINlGS
ANY MATERIALS LIST _ NECESSARY TO .
UNCOVER
ALL REL..
SUCH WORK. LTR
WHICH CONTAIN THE W
» 11F�TER
PLS EQUIPMENT EPR WORK HAS
QU OM! VARIOUS MANUFACTURERS BEEN CC1MIPf..E L.
_ TI�tERa IF' SUTTAE3LE TELY INSPEC c ELl T �
, ESTEO, AND APPROVED PROVIDE
MATERIALS CAN BE SECURED FROM FEWER ALL MATERIALS AND LFIBOR
NECESSARY Ai�C1 MAKE APPRovAts :5!G�TDATE ,
MWNUFACTLJRERS, AND TO REQUIRE _ . AL1. REPAIRS NEC''�SSARY T� ,
ARE n ,.
SOURCE OF MATE.RIALS TO 8E UNIFIED TO THE MAXIMUM EXTENT RESTORE THE WORl< 10 ITS ORIGIwi
NAL AND. PRCIPER CON)ITl�url AT NO ra.�can,,urw ,
POSSIBLE.
ADDITIONAL
DRAWN 6a rzN n
IC1NfiL 'CAST TO THE OWNER.
PIPE
AND FITTINGS AND OTHER MATERIALS: PROVIDE PIPE AND F CGOP ,
wits, CHECKED
COMPLY1FITTINGS ERATION WITH OTHfER TRADES: a4 ALL. THINGS. NECESSARY
L TNG SECTION. TO C'DOPERATE WITH �1
R OTHER _ �p l
TRADES
,� r��' DESIGN
IN ORDER THAT ALL SYS (EMS IN TME WORK .MAY � INSTAL..LED _
IN THE.
i
BEST .. _ .. `T� �U.
ALL OTHER MSA ARRA►VGEMI�eNT. COORD --
iNlATE AS REQUIRED WITH � ...: ,
TERIAL5, NOT SPECIFICALLY DESCRIBED _. .. ALL. OTHER.'. TRADES. TO
E3fi1T I - SHARE
__ REQU RED FOR 5P _ ENGINEER
C N ACE IN COMMON i
OM°LETE ANEi: PR AREAS.. AND TO PR �
OPER INS _OVIDE
ALLATx01 THE MAXIMUM t?F _ J SHALL BE ACCESS TO F.AiMCI
SYSTE?ri � oe � � rw
AS SELECTED BY THE CONTRACTOR � ENG
1tVEER _ _
SUBJECT TO THE APPROVAL OF THE ARCHITECT/MCI. _
,�..,
TESTiN1G AND A0.7l�STIMG . _ I
f3rPTi�,D
IPRIORk, SR. MGR
INSPECTION; _ .
re •+fir ,.,•,.
TO ALL WORK OFINSPECT
---_ THIS SECTION_. _ '�''
_ _ CAREFT ILLY � � ' . _
,THE _ '!► ,
GENER _
INiST�LL� h� AL.
WORK OFPRO'VIOEQ E ,
ALL OT `.....� ALL NECESSARY NAL EG _
ARY PERSONfiIEL E UR DTR.
OTHER TRADES AND 'VERIFY �—�• - 4PMEN I Y THAT . , Q T ANO '+�►_ ALC. S WORK, sERVIGEs_ ISCOMPLETE , . AND 1'ERF(Jf� - _ � ____7rrtETD THE POINT WHERE THIS. INSTALLATION ALLTESTS PECESSFlRY TO DEMONSTRATE Ti'� ' .ARCHITECT/MCI
..INTEGRITY CLF' THE `!F h� ..
G� DOC ENG
R
MAY PROPERLY COM�NCE � C _
�y 1 -.-,
COMPLETED INSTALLATION TO THE AP�RwA�_, �� p
_ � .. _ _ _ � _. THE ARCk4ITECT NlCI ,
DREZ W
O
'VERIFY SAT _ . , _ ._
OTHER A / AND .AL1... �' G �. �1 E �� A
T! THE WORK OF THIS 5�CTI0N AUTHORITIES HAVING �71aRISi�,iGTIO ,
QTc I
MiAY 8E tONPLE .. „ .. _ N M1AKE .
TED IN STRICT ACCORD _ _ ALL: ADJUSTh'ENITS _
,
W N;E NECESSARY WITH ALL PEOOM
RTINE � SARY TO BALANCE
NT COD .AIVCE THE
.. _ . .. . FS AND
5YS11=M! IN ACCf�RDANCE W � �i,•t ...
coir
b{ 5 MAY. 6E 0 w1 _ .. .
.LTH TTS DATA ,► I
TNE9
5E . Oy
_ Pa wEo I3� � .�•
R�.GULATIONS, THE Af�ROVED SHOP ORAWINGS'� AND SHOWN ON` I�
H
CO TftAC ; ... _ ..
V N 7. Tl•l�SE bR4�uvC
THE I'JRAWIN�cs. $ ;
THE MANfUh ACTIJRER' S RECOMMENDATIONS.
JIIUD SPCCIFIC�+1
twras ,+ F n p oaF rr o� and commuw;
M. . _ 1 + 'I. ..�/I•' N'^ i ,w'4ice' I Y
,.. ca ous c
• T1 ORPbR4TlON ,
_ ... NTE ISSUEq
�%
DI SCREPAtVCIES NTILAT
�N TNG AND _AIR CG _ siwcr cn►�
i ..n,o s't No o
i r c -
THE EVENT 'OF DISGREP Y CONDITIONING SYSTEM« . ....,..
---- ANIr , TM��EDIATELY fV0 , ._. _ AF"iER COMPLETION hF � i _ NUINEI�
TIFY THE. w - TMi� ;• � _ GT �Roduc�n o� can -
ARCH'1'M i� ` � at. USED As �rH
G11Cd N0.
: E A L.�iS ,
D TEX o�slg FOR ►a
ALL G _ 5 -
, OMPQ�NEKR`S Ac .;
: .. +� `tHE <, � t _ n� OR SALE OF
P N
YENT'ILATtNG AND . N' AR tti5 w►tHouT ,
AIR _ _
GONDITIpNING SYSTEM, Tt� 4
_.. _.. , A HE AIR � .: �. ,
_ -.. OI.UME5
SHOWN
ON Tot.EFt{1NCE5s
THE DRAWINGS . _ ANGLES. a,► ,
_i
IN�GSo 'fTQ
hE55 D
-:
-
T
N�
SPEC
ir•84cYioE�s _ _ ...........
..-- _.
.. .-. w ..
i
M
x � o AL,E
r cfl o J
,! 1 , - it
,