HomeMy WebLinkAbout1111 Rinehart Rdlot
PERMIT ADDRESS I SUBDIVISION
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n
CONTRACTOR PERMIT # DATE 2, dorm.
ADDRESS PERMIT DESCRIPTION
aft. 0
PERMIT VALUATION
PHONE NUMBER SQUARE FOOTAGE.
PROPERTY OWNER
AD -S i—, DRESS N-D
PHONE NUMBER cl) a. C) 4-
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTOR
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
EEMA REC'd
SLAB REC'd
INSPECTOR
i
REQUEST FOR FINAL INSPECTION
CERTIFICATE OF OCCUPANCY/COMPLETION
NEW COMMERCIAL BUILDING****
DATE t t
PERMIT # () LEI
ADDRESS
PROJECT C d-S t rl
v
CONTRACTOR Ty'<,C—O di
The Building Division has received a request for a final inspection and a
Certificate of Occupancy for the above referenced address. We would appreciate
a final inspection of the site by your department. Approval by your department
would result in a granting a C.O. for the address. If you have any issues that the
contractor will need to address, please submit a statement for denial of C.O. or a
conditional agreement to be attached to the C.O.
Thank you for your cooperation.
Engi
Publ
Utilities _ _ Licensing
Conditions: (to be completed only if approval is conditional)
CERTIFICATE OF OCCUPANCY ADDENDUM
OWNER: CLv4
ADDRESS: / I k f' 6-lfaR> R o }-6
DATE:
REASON FOR DISAPPROVAL:
I"Vf- nro7 R6-C6'Vt-A
CONDITIONAL AGREEMENT:
FIRE DEPARTMENT UTILITIES
PUBLIC WORKS ENGINEERING
i
SLAB REC'd
INSPECTOR
REQUEST FOR FINAL INSPECTION
CERTIFICATE OF OCCUPANCY/COMPLETION
NEW COMMERCIAL BUILDING
DATE l Q
PERMIT #_
ADDRESS 1 l 1 nQ "'rt
PROJECT Vn C-S
CONTRACTOR
The Building Division has received a request for a final inspection and a
Certificate of Occupancy for the above referenced address. We would appreciate
a final inspection of the site by your department. Approval by your department
would result in a granting a C.O. for the address. If you have any issues that the
contractor will need to address, please submit a statement for denial of C.O. or a
conditional agreement to be attached to the C.O.
Thank you for your cooperation.
Engineering Fire
Public Works Zoninc
Utilities Licens
nditlons: (to be completed only it approval is conditional)
AMA k ( 'd
SLAB REC'd_
INSPECTOR
REQUEST FOR FINAL INSPECTION
CERTIFICATE OF OCCUPANCY/COMPLETION
NEW COMMERCIAL BUILDING****
DATE `
PERMIT #
ADDRESS
PROJECT
I 1 ` 1 0J'
PROJECT
v
CONTRACTOR T'q-CO c
The Building Division has received a request for a final inspection and a
Certificate of Occupancy for the above referenced address. We would appreciate
a final inspection of the site by your department. Approval by your department
would result in a granting a C.O. for the address. If you have any issues that the
contractor will need to address, please submit a statement for denial of C.O. or a
conditional agreement to be attached to the C.O.
Thank you for your cooperation.
Engineering Fire
Public Works Zoning
Utilities Licensing
Conditions: (to be completed only if approval is conditional)
LMBC0401 CITY OF SANFORD
Address Misc. Information Maintenance
Location ID . . . . . . . 233715
Parcel,Number . . . . . . 32.19.30.300-009E-0000
Alternate location ID
Location address . . . . . 1111 RINEHART RD
Primary related party SAM'S EAST INC
Type information, press Enter.
Sequence Code(F4) App Free -form information
1.00 _
2.00 _
3.00 _
4.00 _
5.00 _
6.00 _
7.00 _
8.00 _
9.00 _
10.00
F2 Address F3=Exit FS=Notes display F6=Change display
F10=Subdivsion Notes F12=Cancel F16=Related pty data
1:1-3-/--0 2
12 50 08-'
Special
Date notes
More...
F9=Parcel Notes
SLAB RECId j
INSPECTOR
REQUEST FOR FINAL INSPECTION
CERTIFICATE OF OCCUPANCY/COMPLETION
NEW COMMERCIAL BUILDING****
DATE D I 0
PERMIT#
ADDRESS
PROJECT
v
CONTRACTOR ry-CPCO c Jy6 '47—(,
The Building Division has received a request for a final inspection and a
Certificate of Occupancy for the above referenced address. We would appreciate
a final inspection of the site by your department. Approval by your department
would result in a granting a C.O. for the address. If you have any issues that the
contractor will need to address, please submit a statement for denial of C.O. or a
conditional agreement to be attached to the C.O.
Thank you for your cooperation.
Engineerin
Public Works Zoning
Utilities Licensing
Conditions: (to be completed only if approval is conditional)
t,I1h nGl; ' q
SLAB REC-d
INSPECTOR
I
UEST FOR FINAL INSPECTION
ATE OF OCCUPANCY/COMPLETION
NEW COMMERCIAL BUILDING****
DATE D t Q
PERMIT # n Z-i33'L
ADDRESS
PROJECT U a-S }1 a'
CONTRACTORS
The Building Division has received a request for a final inspection and a
Certificate of Occupancy for the above referenced address. We would appreciate
a final inspection of the site by your department. Approval by your department
would result in a granting a C.O. for the address. If you have any issues that the
contractor will need to address, please submit a statement for denial of C.O. or a
conditional agreement to be attached to the C.O.
Thank you for your cooperation.
Engineering Fire
Public Works Zoning
Utilities Licensin
Conditions: (to be completed only if approval is conditional)
2S12oaZt
inklepaugh
SURVEYING SERVICES INC.
August 28, 2002
City of Sanford Building Division
P.O. Box 1788
Sanford, Florida 32772-1788
RE: 1111 Rinehart Road (Sam's Club)
To Whom It May Concern:
The finished floor elevation of the structure located at 1111 Rinehart Road (Sam's Club) was built
in accordance with the approved site plan.
Sincerely,
elm
Arthur W. Tucker, P.L.S.
Vice President
AWT/vc
379 WEST MICHIGAN ST., SUITE 208 • ORLANDO, FLORIDA 32806
TELEPHONE (407) 422-0957
FAX (407) 422-6915
E-Mail: tinklepaugh@rnpinet.net
FEDERAL EMERGENCY MANAGEMENT AGENCY
NATIONAL FLOOD INSURANCE PROGRAM
O.M.B. No. 3067-0077
i
BUILDING OWNERS NAME
ELEVATION CERTIFICATE
ortant: Read the instructions on pages 1 - 7.
SECTION A - PROPERTY OWNER INFORMATION I For Insurance Company Use:
Policy Number
BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. I Company NAIC Number
I /i//vEEf,A,Q? k0A-0
CITY STATE
PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
Sce /=C14, t) 1-6-6,4L
I BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use Comments section if necessary.)
44!:=6gSS0)eY - f/OUSES E1,EC71'WLAL CCU UI7- LATITUDE/
LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: L_I GPS (Type): 0 - ##' - ##.##"
or ##.I_I NAD 1927 1 1 NAD 1983 LI USGS Quad Map L_I Other. SECTION
B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1.
NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE ZIP
CODE B4.
MAP AND PANEL B5. SUFFIX I
B6.
FIRM INDEX I
B7.
FIRM PANEL B8. FLOOD B9-,BASE FLOOD ELEVATION(S) NUMBER
DATE EFFECTIVE/REVISED DATE Z JONE(S) (2bne AO use depth of flooding) Z117coo
Yv /7- 9S > - 110.
Indicate the source of the Base Flood Elevation (BFE) data or base flood depth enteredin'B, L—
AS Profile LV IFIRM L_J Community Determined LI Other (Describe):y 311.
Indicate the elevation datum used for the BFE in B9: L/J NGVD 1929 1 1 NAVD 1988 U Other (Describe): H2.
Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? LJ Yes (YI No Designation
Date: SECTION
C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) 1.
Building elevations are based on: (_/Construction Drawings` LlBuilding Under Construction` —Finished Construction A
new Elevation Certificate will be required when construction of the building is complete. 2.
Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed - see pages
6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) 3.
Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete
Items C3a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the
datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation.
Use the space provided or the Comments area of Section 'D or Section G, asrappropriate, to document the datum conversion. Datum/
iGVA 29 Conversion/Comments Elevation
reference mark used SETA, L0, y/ S0 801 Does the elevation reference•mark. used appear on the FIRM? LJ Yes LeNo a) Top
of bottom floor (including basement or enclosure)% . `0ft.(m) b) Top
of next higher floor _ ft.(m) 0 c)
Bottom of lowest horizontal structural member (V zones only) /J//l . _ ft.(m) o 0 0 d)
Attached garage (top of slab) ft.(m) E g e) Lowest
elevation of machinery and/or equipment / i servicing the
building '/1 ft.(m) E16 O Lowest
adjacent grade LAG sft. m Z 1 9 (LAG) 7 Z ft.(m) m g)
Highest
adjacent grade (HAG) "71 ft.(m) cu h)
No.
of permanent openings (flood vents) within 1 ft. above adjacent grade(-./,-- 0 i)
Total area of all permanent openings (flood vents) in C3h sq. in. (sq. cm) SECTION D -
SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification
is to be signed and sealed by a land surveyor, engineer., -authorized by law to certify ele on-i formation. I certify
that the information in Sections A, B, and C on this certtcate represents my best eKfo-rt9-tW/nterpret the data available. I understand
that any false statement maybe punishable by ,fine ,or imprisonment under U,S!Code, Section 1.00A L , CERTIFIERS NAME /
UG tl'. \,, /
LICENSE --NUMBER TITLE H . _
COMPANY
NA-
M;E . 1 n ADDRESS
CITY
STATE ZIP CODE 379 al,
l/G!/G.N S7 DeeL Oo%r SIGNATURE `
z1— /
DATE Q-22 / TELEPHONE!102
Y2
O g 7 f// U74 :FMA
Fnrm R1-11 At I(; qQ qPF RFVFRfiF SIr1F FnP r.nNJTINI IATIr1N RFPI A(.PR At 1 PRF\/int IC FnITI(1N-q
ORTA.NT: In these spaces, copy the corresponding information from Section A Fur Insurance Company Use:
DING STREET Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number
STATE ZIP CC DEbmpany NAIC Number
32?7 2
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED)
y both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner.
AMENTS
1_1 Check here if attachments
SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE)
one AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting
nation for a LOMA or LOMR-F, Section C must be completed.
3uilding Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed —
ee pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.)
fhe top of the bottom floor (including basement or enclosure) of the building is I U ft.(m) I"in.(cm) LI above or LI below
check one) the highest adjacent grade.
or Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is
ft.(m) L(_Iin.(cm) above the highest adjacent grade.
or Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's
floodplain management ordinance? LI Yes LI No a Unknown. The local official must certify this information in Section G.
SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION
property owner or owner's authorized representative who completes Sections A. B, and E for Zone A (without a FEMA-issued or
imunity-issued BFE) or Zone AO must sign here.
PERTY OWNERS OR OWNERS AUTHORIZED REPRESENTATIVES NAME
SS
NATURE
I MMENTS
DATE
STATE ZIP CODE
TELEPHONE
LI Check here if attachments
SECTION G - COMMUNITY INFORMATION (OPTIONAL)
local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete
ions A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below.
The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor,
engineer, or architect"who is authorized by state or local law to certify elevation information. (Indicate the source and date of the
elevation data in the.C'orhments area below.)
L A com_munity'officiai Zompii tetl Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or
ZoneAO.:
LI The follcvv_in infgrmatiori;(Items G4-G9) is provided for community floodplain management purposes.
PERMIT NUivi6€R;> G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY
ISSUED
This permit has been -issued for: LI New Construction I_I Substantial Improvement
Elevation of as -built lowest floor (including basement) of the building is: _ft.(m) Datum:
BFE or (in Zone AO) depth of flooding at the building site is: _ ft.(m) Datum:
CAL OFFICIALS NAME TITLE
IMMUNITY NAM
I3NATURE
MMENTS
STELE
DATE
AA Fnrm R9-'Al At Ir; AQ
I I Check here if attachments
RFPI Ar`.FC Al I PRF\/lilt I. r-nlTlnN.q
J
I
r
Commitment No.
File Number: 0102562
Customer Reference No
bla
19583-0203
LEGAL DESCRIPTION (CONTINUED)
THE ABOVE PARCEL 1 AND PARCEL 2 ARE ALSO DESCRIBED AS FOLLOWS:
A portion of the Southwest 1/4 of Section 32, Township 19 South, Range 30 East, Seminole
County, Florida, being described as follows:
COMMENCE at the Northeast corner of the Southwest 1/4 of said Section 32, Township 19
South, Range 30 East, Seminole County, Florida, thence North 890 46' 27" West along the
North line of the Southwest 1/4 of said Section 32 for a distance of 330.00 feet; thence South
000 03' 12" West for a distance of 634.14 feet to the POINT OF BEGINNING; thence
continue South 001, 03' 12" West for a distance of 701.52 feet to the South line of the North
One Half of said Southwest 1/4; thence North 890 58' 56" West for a distance of 1155.00
feet; thence North 00° 03' 12" East for a distance of 600.08 feet to the South right of way
line of Rinehart Road as recorded in Official Records Book 2219, Page 1034, of the Public
Records of Seminole County, Florida, thence North 690 11' 37" East along said South right
of way line for a distance of 755.82 feet; thence South 200 48' 23" East for a distance of
178.69 feet; thence South 890 56' 48" East for a distance of 385.10 feet to the POINT OF
BEGINNING.
PAGE 2 OF 2
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Nov 19 199 6:04 P.02
MARYANNE MORSE, CLERK OF CIRCUIT COURT
SEMINOLE COMITY
BK 04455 PG 1840
CLERK9S # 2002905931
RECORDED 07/09/POOE 09e0005 AM
RECORDINS FEES 6.00
RECORDED BY N Nolden
TNb lOR q DATA
SPACZ "aVe TM IBM pft RliComV" DATA
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UBLIC-ARKANSAS ,'e
ON COUNTY c 2E
Expires-ZLIL 2-0011
7 f.W61L11Y UNSA713FACfURY,
FOR SCANNING
E
PREPARED BY
CEORGE B. WALLACE, ESQUIRE
700 West First Street
Sanford. Florida 32771
Phone (407) 323.36M
0 (Y, St`:R'!, S(:(OM[ R i': RUSSU , PA
rpchR
f c FIN
FORT RO 3JitNWRIDA 33302
IMF Inn III Rua 1aBlie IINIElm Ina alIIII NAYANW MURSE,
UkM OF CMIT G"T SEMI1OLE C"lY
BK 04t63 PG
L044 CLERK15 4 2001744065
Ell 09/07/
2001 12146t59 PM DM DUC Tax
0.10 REMRDIN6 EELS IS.
00 KWNMD BY N
Nolden w• «_i. \ 11
Wherever used herein.
the 'party'%hallinclude twheks, personal npoasonletives,suomssorsand/or ofslpnsoftMrsspodiveparties hereto; the use of thesinpu1nu61ellIncludetheplural, end the plural the singular, the use of any Condor shag include all genders; and, If used, the term "note"st 0 p dCede all rho rotesherein described 11 mom than one, Made this 29" day o
41t, A.D., 2001, BFriWEEN C1ARA M. BALL and 11NDA B. SARCENT, Co - Trustees under unrecorded RA M.
BALL 11EVC)CABLF TRUST, dated February 14. 1994, of the County of Seminole in e ,
re of Plotkin, patty of the first (tart, and SAWS EAST, INC., an Arkansas corporation, ppfff(° ling address
is: M)
I
SE 101" Street, Bentonville, Benton County, Arkansas 72716-055n, pa I)
sound part, WITNNSSE H, that the arty
of the first part, for and In consfderatlnn of the sum of TVN DOLLARS AND O'INFR V
U,CI C SIllNRATION, to him In hand paid try the said party of the second part, the retiipt whereof
Is acimawledged, has granted, bargained and sold to the said party of the second part
forever, th owing described land, situate, lying and being In the County of SEMINOLE, State of Florida,
to wit The West 755 feet of
the South elf 1/2 chains of the
North 1/2 of the Range 30 Fast, Seminole County,
Subject to the following: CS
a. Taxes for the year
2001 and them b. Easement(s) as set
forth in instn Page 737. C. Unrecorded easement
for Sunrise
of the West 17 1/
2 chains of the Fast 22 It 114 of Section 32,
Township 19 South, in Official Records Book 2962,
axlo. Property Tax Identification Numbers:
32-
19-30 3 & 32-193"(I"091} TO HAVE AND TO HOLD
the same, together with all and singular th urtenances thereunto belonging or in anywise eppert lnin to tilesalQpartyofjthefirstparsand( willpd the some against the lawful claims oF'a AI' persans caimi9ng . , through, or undE7 said party of the (]rst t not otllerwlse d fo , an except r the matterslistedat (a)
through (c) above. IN WITNESS WHEREOF, the said
party of the first part has to set his hand and seal the day and year fast
above written. Signed, sealed and delivered in
the presence of: Prints_
cst(e !y.%P.
PriruC 1'k m SEAL)
Clara
M. Ball, Co -Trustee
alder Clara M. Ball Revocable Trust, dated February 14,
1994 Ad-aft—U&—rgent, i/
e.t(SEAL) r
Clara M. Ball Revocable
Trust, dated February
14, 1994 Address: 35849 osprey Lane, Eustis,
FL 32736
SINCE 1951
August 15, 2002
City of Sanford
Building Department
Att. Joanne
300 Park Ave. 10 ..i 33 t, Op vu
Sanford, Fl. 32771
Re: Sam's Club Gas canopy signs - 1101 Rinehart Rd.
Dear Joanne,
Enclosed are drawings and supporting documents for (2) 33" x 120" canopy signs above the
gas pumps for the gas location within the Sam's Club property. When the original permits were
requested for the main wall signs, your permit number 02-1704, the gas signs were omitted. If
1 need anything else, please call.
Sincerely,
Charles F. Ogle
Partner
1101 29TH AVE. W. BRADENTON, FL 54205 PH.(941) 747-1000/FAX (941)746-5689
VISIT OUR WEBSITE AT FLORIDASIGN.COM
110p, ?
Ors Goaoeprof liv Iomplertoff »
M
m10-25-1995 2!53PM FROM P. 1
CITY OF SANFORD PLUMBING PERMIT APPLICATION
Permit Number: Date: 6v 0
The undersigned hereby applies for a pennit.to install the following plumbing:
Owner's Name:
Address of Job: ! l ( .t /L/
Plumbing Contractor: `v.-Mi,i—G' L.
Residential: Non -Residential:
Number Amount
Addition, Alteration, Repair Residential & Non-ResidentiaQ
New Residential:
One Water Closet
Additional Water Closet
Commercial: Minimum Permit Fee $25.00
Fixtures, Floor Drain, Trap
Sewer Piping
Water Piping
Gas Piping
Manufactured Building
Description of Work:
Application Fee: 10.00
TOTAL QUE:
By Signing this application I am stating that I am in compliance with City of Sanfo lumbing Code.
Ap ni's Signature
C 9 el,70a62
State License Number
P. O. Box 678521
Orlando, FL 32867
407-273-8300 fax 407-273-6030
e-mail acatapano@mindspring.com
LETTER OF AUTHORIZATION
To Whom It May Concern:
This letter is to authorize V 0 ,/ / I L 0oc
to pull the plumbing and/or gas permit for the follow
PROJECT NAME:
PROJECT ADDRESS:
BUILDING PERMIT #: D a (3
Date:
ect and this project only:
GOVERNING MUNICIPALITY: JUJ
This authorization is given by ANTHONY F CATAPANO, for
A. Catapano Plumbing Inc.
Thank you,
An at an
President
CFC040020
Swornto and subscribed before me this 0) 5 day of Known
to me personally or produced ID a
J,ri, /,(- , — Notary
Public I Ip My
commission expires: Pi
OFFICIAL NOTARY SEAL O
I,.
gy BARBARA A SCHAEFFER z
n n
COMMISSION NUMBER D0108588
OQ?
MY COMMISSION EXPIRES OF
f APR.30.2006 2002.
F
CITY OF SANFORD PERMIT APPLICATION
Permit No.: c) A • 1334 Date:
Job Address: 1101 Rinehart Road
Parcel No.: (Attach Proof of Ownership & Legal Description)
Description of Work: Construction of a fueling station with six (6) dispensers and three (3) 20,000 gal UST's.
Type of Construction: IV 11, Flood Zone:
Valuation of Work: $67 500 CQr1Z ccupancy Type: Residential B-1 Commercial Industrial
Number of Stories: 1 Number of elling Units: Zoning: Total Square Footage: 76.5
Owner: Sam's East, Inc.
Address: 2001 SE 101h Street
City: Bentonville State: AR Zip: 72712
Phone No.: 479 204-0593 Fax No.:
Contractor: Out to Bid heca o 04
Address: ZG ,x
City: .:1Q State: Zip: 322a, State License No.: CO C 059 7&( c as6 v
Phone No.: om - <t1,vA Fax No.: q-15)-2441
Contact Person: bn• 6 Phone No.:
Title Holder (If other than Owner):
Address:
Bonding Company:
Address:
Mortgage Lender: N/A
Address:
Architect: Harrison French Architecture Phone No.: (479) 273-7780 ext. # 222
Address: 809 SW "A" Street, Bentonville, AR 72712 Fax No.: (479) 273-9436
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS,
POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with
all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU
INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR
NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as
water management districts, state agencies, or federal agencies.
Acceptance of pMi* rification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
Signature of Owner/Agent ate Signature ofo actor/Ag t Date
Mike Buttrlatn .
Pr wner/Ag s N Print tra r/A ent's ame
Signa e 'f..Nota =Mate Date Signature oQ
J' .,
StW AFJb eron Date
fo.C n-ems : 2°kG,%Commission # DD079918
ja - Expires Dec. 20, 2005
o'FopoQ` Bonded Thru
Owner/Agent-is Personally Known to Me or Contractor/X,' e tS isianh` IpB tN&.lf c nown to Me or
Produced ID o4- Produced ID f:?t(030VJio"-tS 37Q APPLICATION
APPROVED BY: Date: p —O-e— Special
Conditions:
CITY OF SANFORD ELECTRICAL PERMIT APPLICATION
Permit Number:02--00c, CD113 2 Date: C --1 U -- O Z
The undersigned hereby applies for a permit to install the following electrical. -
Owner's Name: e1a1,,,,_
Address of Job:
Electrical Contractor. P 1 A zA
Residential: Non -Residential:
Number Amount
Addition, Alteration, Repair (Residential & Non -Residential)
New Residential:
AMP Service
New Commercial
MP Service
Change of Service:
From AMP Service to AMP Service
Manufactured Building
Other: LA 5 St , (9- A
Description of Work: SL aoj
Application Fee: 10.00
TOTAL DUE:
By Signing this application I am stating that I am in compliance with City of Sanford Electrical Code.
r
Applicant's Signature
0(311 1
11 State License Number Jj
r
V
06/10/2002 10:34 904-786-4187 EAGLE ELECTIC PAGE 02
Eagle Electric ®f Jacksonville, Inc.
EC 0000674
I, Stephen N. Brannen, hereby authorize "t(+Ke I Arty.4hrs to
Authorized Person / Pleaw Print)
obtain a permit in my behalf under my License # EC0000674 , for
the job described below:
Job Name / Owner
I -
State of ricta
County of t 1VQ 1
Sworn before me this i0+h day
of , Ufte- 20 .
Notary:
SipawTe Of Notary)
r
Print of Type Name Of Notary)
L F F4
9
DARLEEN M. HERaERTSON
A o MY Comm EV- 8/1/200$
a F'V8uC
No. CC $40245
AYou,
Stephen
N, Brannen EC
OW0674 Phone: (
904) 786-0787 Fax: (904) 786-4187 PO
Box 6266, Jacksonville, Florida 32236-6266 149
St. Andrews Street South, Jacksonville, Florida 32254
CITY OF SANFORD PERMIT APPLICATION" _ - 02 I Ur
Permit No.: -3_ _ Date:
Job Address: 1101 Rinehart Road'
Parcel No.: Attach Proof of Ownership & Legal Description)
Description of Work: Construction of 'a fueling station with six (6) dispensers and three (3) 20,000 gal DST's.
Type of Construction: IV Flood Zone:
Valuation of Work: $122,500 Occupancy Type: Residential B-1 Commercial Industrial
Number of Stories: 1 Number of Dwelling Units: Zoning: Total Square Footage: 4,949.5
Owner: Sam's East, Inc.
Address: 2001 SE loth Street
City: Bentonville State: AR Zip: 72712
Phone No.: 479 204-0593 Fax No.:
Contractor: Out to Bid MR0 n 0—, o
Address: `SU6 ,
City: ,,:IIt. State: I. Zip: 32,1ob State License No.: C6( OU 17oZ ((65-mzPhone
No.: (,I(- q0 .Sq1--S9z Fax No.: q0y-353-&Y7 Contact Person:
ll Phone No.: S4,A Title Holder (
If other than Owner): Address: Bonding
Company:_
Address: Mortgage
Lender:
N/A Address: Architect:
Harrison
French Architecture Phone No.: (479) 273-7780 ext. # 222 Address: 809
SW "A" Street, Bentonville, AR 72712 Fax No.: (479) 273-9436 Application is
hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior
to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this
jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES,
BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S
AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable
laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO
OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT. NOTICE: In
addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in
the public records of this county, and there may be additional permits required from other governmental entities such as water management
districts, state agencies, or federal agencies. Acceptance of
pe verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 711, Signature of
Ovmer%^;gent Date Signature of Coctor/Age Date Mike Buttram ,
y S, Pri Owner/
Agent .mine Print Contracto Agent's N e Sig j#
v of Notary-S±atebf4iJQ&id@ Date Signature o' S& >bi;l eron Date a _Commission #
DD079918 Expires Dec.
20, 2005 F 3UF
Bonded Tb= Owner/Agent
is Personally Known to Me or. Contractor%2 -gL nt iSlann` B° ' arfl Known to Me or Produced ID
p4- Produced ID(o3-U(G'%'7— APPLICATION Special
Conditio
MI -Mart Stores, Inc. Gas Station Construction
Department 8383
2001 S.E.10th Street Direct 479-204-0033
Bentonville, AR 72716-0550 Fax 479.273-8211
City of Sanford
Dan Florian, Building Official
P.O. Box 1788
Sanford, FL 32772-1788
Re: Prepower Inspection Request
Sam's Club # 4785-00 I
1111 Rinehart Road
Sanford, FL 32771
To whom it may concern,
This letter is written to request a prepower inspection for the address referenced above. Please be advised
that such building will not be occupied until the Certificate of Occupancy has been released.
Respectfully submitted,
Mike Buttram
Special Projects Manager / Fueling Facilities
08/06/02
L. _ --_. _._ _-- - __ - __ _ _ _ _ _
Aura-06-02 01:58PHuu—m-62 1 ut 1 e- i? n WHLAPHK 1 I,HA NU, UUIeu4ullhL
P.02
Wal-Mart Stores
DcpwtmWt SM
jI S.E. ICth ftTet
BentanvMa, AR T27I"%0
City of Sanford
Dan Florian, Building Official
P.O. Box 1788
Santord, FL 32772-1788
Re: Prepower Inspection Request
Sam's Club # 4785-00
1111 f. oehait Road
Sanford, FL 32771
Direct 479.240M3
Fix 4?S-2734MI
To whom it may concem,
This letter is written to request a prepower inspection for the address referenced above. Please be advised
that such building will not be occupied until the Cedfiicate of Occupancy has been released.
Respecdully submitted,
i
IjrK
Mike Buttram
Special Projects Manager / Fueling Facilities
NOW2
MECO
Of North Florida
7/8/02
To: Bob Bott
City of Sanford
300 N. 22xk—Av
Letter of Transmittal
ro (L-
er71
ction results as requested
Action
3626 Phoenix Ave. Jacksonville, Fl. 32206
Phone 904-354-6789 Fax 904-353-2647 Wats 800-226-0789 After Hours 904-354-2424
UNIVERSALProject
No.: 11362-002-01
ENGINEERING SCIENCES
Date Typed: June 26, 2002
Consultants in: Geotechnical Engineering • Threshold
Environmental Sciences • Construction Materials Testing
Field and Laboratory Report Cover Page
Client: MECO of North Florida
Attn: Mr. Tony Richardson
3626 Phoenix Avenue
Jacksonville, Florida 32206
Project: Sam's Wholesale Club, 1101 Rinehart Road, Sanford, Florida
As requested, a representative of Universal Engineering Sciences, Inc. (UES) was at the referenced project to provide
construction materials testing services.
Scope of Work
Report No. Type of Re ort
231797 Site Inspection
The results of the observations and or tests are summarized on the attached sheets. We hope this information is sufficient
for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned.
cc: Client (2) By,
A(407)4
Attachments (1)
bap)
3532 Maggie Blvd. • Orlando, FI 32811
veering Sciences, Inc.
ri.E.
ger - Construction Services
IDA
gineers No. 38818
Fax (407) 423-3106
UNIVERSAL ProjectNo.:. 11362-002-01 ENGINEERING
SCIENCES Report No.: 231797.1 Consultants
In: Geotechnical Engineering • Environmental Sciences • Date: June 26, 2002 Construftn
Materials Testing • Threshold Inspections 3532
Maggie Blvd. • Orlando, FL 32811 • (407) 423-0504 • FAX (407) 423-3106 REPORT
ON SITE INSPECTION Client:
MECO of North Florida Attn:
Mr. Tony Richardson 3626
Phoenix Avenue Jacksonville,
Florida 32206 Project:
Sam's Wholesale Club, 1101 Rinehart Road, Sanford, Florida Scope
of Field
Work: Monitor Installation of MPC Liner at Gas Station Date
Inspected: June 14, 2002 Inspected By: H. Sylvester Total
Time on Project: 4 hours OBSERVATIONS:
Inspecting:
N/S Travel
Time: 1/2 hour Testing:
N/S On
the above date, a representative of Universal Engineering Sciences (UES) was present at the above project site as requested
to perform the referenced work. The
excavation was inspected prior to placement of the liner and was found to be free of any roots or articles that could hinder
or damage the liner._ The_lirier was 30 millimeters and all seams were factory welded -in the plant. The liner was unfolded
and ilistalled according to the -manufacturer plans and specifications. All seams. were inspected and no repairs were
needed.- The MPC liner was -installed -in accordance, to the -manufacturer specifications. bap
WO # 109988
UNIVERSAL
ENGINEERING SCIENCES
Consultants in: Geotechnical Engineering • Threshold
Environmental Sciences • Construction Materials Testing
Project No.:
Date Typed:
Field and Laboratory Report Cover Page
Client: MECO of North Florida
Attn: Mr. Tony Richardson
3626 Phoenix Avenue
Jacksonville, Florida 32206
Project: Sam's Wholesale Club, 1101 Rinehart Road, Sanford, Florida
11362-002-01
June 26, 2002
As requested, a representative of Universal Engineering Sciences, Inc. (UES) was at the referenced project to provide
construction materials testing services.
Scope of Work
Report No. Type of Re ort
231797 Site Inspection
The results of the observations and or tests are summarized on the attached sheets. We hope this information is sufficient
for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned.
cc: Client (2)
U
Fr
e
Attachments (1) ST
bap) Pro
3532 Maggie Blvd. • Orlando, FI 32811 • (407)
BY.
I E ' neering Sciences, Inc.
jin'gineers
E.
ger - Construction Services
IDA
No. 38818
Fax (407) 423-3106
UNIVERSAL Project No.: 11362-002-01
ENGINEERING SCIENCES Report No.: 231797.1
Consultants In: Geotechnical Engineering - Environmental Sciences - Date: June 26, 2002
Construction Materials Testing • Threshold Inspections
3532 Maggie Blvd. • Orlando, FL 32811 * (407) 423-0504 • FAX (407) 423-3106
REPORT ON SITE INSPECTION
Client: MECO of North Florida
Attn: Mr. Tony Richardson
3626 Phoenix Avenue
Jacksonville, Florida 32206
Project: Sam's Wholesale Club, 1101 Rinehart Road, Sanford, Florida
Scope of
Field Work: Monitor Installation of MPC Liner at Gas Station
Date Inspected: June 14, 2002 Inspected By: H. Sylvester
Total Time on Project: 4 hours
OBSERVATIONS:
Inspecting: N/S
Travel Time: 1/2 hour
Testing: N/S
On the above date, a representative of Universal Engineering Sciences (UES) was present at the above project site as
requested to perform the referenced work.
The excavation was inspected prior to placement of the liner and was found to be free of any roots or articles that could
hinder or damage the liner. The liner was 30 millimeters and all seams were factory welded in the plant: The liner was
unfolded and installed according to.the manufacturer plans and specifications. All seams were inspected and no repairs
were needed. The MPC (finer was
the
in accordance to the manufacturer specifications.
bap WO # 109988
DEVELOPMENT FEE WORKSHEET
CITY OF SANFORD
UTILITY - ADMIN.
P. 0. BOX 1788
SANFORD, FL 32772-1788
Project Name: SfjM S CLy,3
Owner/Contact Person:
Address:
Type of Development:
4.
x, 1) RESIDENTIAL
0 4,6
6*3 S 7 7'0
Type of Units (single family
j. or multi -family):
Total Number of Units:
Y
Type of Utility Connection
individual connections
or central water meter &
common sewer tap):
Water Meter Size (3/4",
I
1", 2", etc.):
REMARKS:
2) NON-RESIDENTIAL
Type of Units (commercial,
industrial, etc.):
Total Number of Buildings:
Number of Fixture Units
each building):
Type of Utility Connection
individual connections
or central water meter &
common sewer tap):
Water Meter Size (3/4"
1", 2", etc.)
REMARKS: /VG ^7Bj^
6;-8
CONNECTION FEE CALCULATION:
REVISED _3
a/97
C 1-7/7
Date:
Phone:
w 2
Vo t5h6r c.vAZ f vlj7L
o SCw /,P..rj
e - Signature - Date.
lu &C'1rf7_e 31611° 2
0
Z
UTILITY DEPARTMENT
MEMORANDUM
DATE: May 22, 2002
TO: Dan Florian, Building Official
FROM: Paul Moore, Utility Director 01
RE: Proposed Sam's Club Gas Station - 1101 Rinehart Road
Dan -
The developer and engineer for the Sam's Club Gas Station have now submitted information on
the required lines under the proposed fuel tanks. I have no problem if you issue permits for the
construction of the gas station.
PM/ap
L _.
UTILITY DEPARTMENT
MEMORANDUM
TO: Dan Florian, Building Official
FROM: Paul Moore, Utility Director
RE: Proposed Sam's Club Gas Station — 1101 Rinehart Road
Dan -
I have reviewed the plans for the construction of the gas station at the new Sam's Club
on Rinehart Road. These plans do not conform to the approved site plan and
requirements due to their proximity to the City's well field. The engineers for the project
listed a number of safeguards concerning fuel containment and spill control. One of the
main items was the installation of a liner under the proposed fuel tanks. None of these
items have been addressed in these construction plans.
It is recommended that a permit not be issued for this project.
PM/so
Xc: Jay Marder
Russ Gibson
Elizabeth O'Reilly
01 Sanford, filo .. ONrjd
Building Department d
P.O. Box.1788 - 32772-1788
Telephone (407) 330-5656
Fax (407) 330-5677
February 19, 2002
Harrison French Architecture
Theia Morrison
809 Southwest "A" St.
Suite 201
Bentonville, AR 72712
Dear Ms. Morrison:
Today we received your plans for the fueling station to be located at the Sam's facility on
Rinehart Road in Sanford. You have included along with your plans and associated documents
two (2) checks totaling $848.00. We do not charge a plan review fee for permit submittals.
Since we have no facility for holding your checks we are returning them to you. When the
review process has been completed, we will notify you of applicable fees.
Thank you for the submittal. If we need any additional information we will contact you
Sincerely,
Jo -Ann M. Johnson
Permit Technician
enclosures
xc: file
The Friendly City"
H A R R I S O N F R E N C H
A R C H I T E C T U R E
T'^..'.T E R, ., ... O A NS' M.' I. `IT
To: Community Development
300 North Park Avenue
Sanford, Fl 32771
Attn: Joanne Johnson
Date: February 18, 2002
Project: Plan Review
Re: Sam's Club Fueling Station
Store #: 4785 - Sanford, FL (WF1047)
Joanne, I am submitting the enclosed documents for submittal to plan review if the enclosures do not make a complete
submittal, are not as noted or if you have any questions, please notify our office immediately (479) 273-7780 ext 222.
1 Submittal Checklist
2 Complete sets of Original construction documents
1 Utility Availability Form
2 Permit applications - one each for the Canopy and Kiosk
1 Energy form exemption letter form Donohue & Associates
1 Original Soils report
21 IChecks for review fees - #13202 - Kiosk $313.00/ #13203 - Canopy $535.00
If enclosures are not as noted or if you have any questions, please notify our office immediately.
Sincerely,
rIheia Worrison
809 Southwest "A" Street, Suite #201 1 Bentonville, AR 72712 1 479.273.7780 phone
Memorandum ® yASSOCIA S
Date: Tuesday, March 28, 2000
To: MEKCO Manufacturing, Inc.
Atin: Dave Bessette
From: Phil Englebert
Re: MEKCO Kiosk
Energy Calculations
Sam's Club #4785
Sanford, FL
Concerning the requested energy code calculations, we determined the Sam's Club Fuel Station Kiosk to
be exempt from compliance with the code per Southern Building Code/Florida Building Code Chap.13,
Section 101.5.8.5 which states exempt buildings include
Electrical equipment switching buildings which provide space conditioning for equipment only.
and in which no operators work on a regular basis."
Ann Stantum of the State of Florida Department of Community Affairs - Energy Department was also
contacted concerning compliance, and she agreed the building was exempt from compliance with the
energy code calculations. She can be reached at (850)-488-0964.
City of Sanford Building Division
Submittal Requirements for Commercial Building Permit
1. Two (2) boundary and building location surveys showing setbacks from all structures to
property lines.
2. Two (2) complete sets of construction design drawings drawn to scale.
Complete sets to include:
a. Approved site plan by Planning & Zoning Commission
b. Foundation plan indicating footer sizes for all bearing walls. Provide side view details
of these footers with reinforcement bar replacement.
b. Floor plan indicating interior wall partitions and room identification, room dimensions,
door, window, and/or opening sizes, and tenant separation and fire resistant walls. Need
complete UL design noted.
C. An elevation of all exterior walls - east, west, north, and south, including finish floor
elevations.
d. Structure details signed and sealed by engineer.
e. Architectural drawings signed and sealed by architect.
f. Electrical drawings signed and sealed by engineer, if over 600 AMPS.
g. Mechanical drawings signed and sealed if 15 tons or more and/or $5,000.00
h. Plumbing drawings signed and sealed and shall comply with Florida Accessibility
Code.
i. Plans shall also show:
1. square footage
2. type of construction
3. occupancy classification (group)
4. occupant load
5. sprinklers, standpipes and alarm systems
6. fire protection requirements and NFPA requirements
7. Life Safety Code 101
3. Three (3) sets of completed Florida Energy Code Forms — signed and sealed by architect or
engineer.
4. Soil analysis and/or soil compaction report. If soils appear to be unstable or if
structure is to be built on fill, a report may be requested by the Building Official or his
representative.
5. Other submittal documents:
a. Utility letter or approval when public water supply and/or sewer system connection to
be made.
b. Septic tank permit issued by Seminole County Health Dept.
C. Arbor permit when trees to be removed from property. Contact the Engineering Dept.
for details regarding the arbor ordinance and permit.
d. Seminole County Road Impact fee statement.
e. Property ownership verification.
6. Application to be completed thoroughly and signatures provided by a licensed and insured
contractor and property owner. If electrical, mechanical, or plumbing permits have not been
issued, inspections will not be scheduled or made and subcontractors will be subject to penalty
under city ordinances.
Date 91/Owner/Agent Sign re G'.
SANFORD FIRE DEPARTMENT
FIRE PRE VENTION DIVISION
300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, Fl. 32772
M. D. McGibeny, Fire Marshal
PHONE: (407) 302-2516 FAX: (407) 330-5677
May 17, 2002
Dan Florian
Chief Building Official
City of Sanford
Dan:
I have contacted Mr. Joe Hardin III, Director of Sam's Club Fuel Operations and he has
provided the operational procedures for the self-service fueling stations (see two attachments).
Given this information, I approve the plans as submitted (for Fire Prevention). A copy of
this correspondence will be attached to the construction drawings.
Attachments (2)
4
Sincerely,
M.D. McUiben
May 14, 2002
Mr. Mike McGibeny, Fire Marshal
Sanford Fire Department Fire Prevention Division
300 N. Park Avenue
Sanford, FL 32771
RE: Proposed Sam's Gas Station
1101 Rinehart Road
Deno Dikeou Site, Sanford, FL
CPH Project No. H2801
Dear Mr. McGibeny:
CPH Engineers, Inc.
500 West Fulton Street
Sanford, Florida 32771
P.O. Box 2808
Sanford, FL 32772-2808
Phone: 407-322-6841
Fax: 407-330-0639
www.cphengineers.com
Please find enclosed response letter by Sam's Club Operations for the Comment dated
May 6, 2002, regarding to Uniform Fire Safety Standards FS 633.022 and Rule 4A-
49.004 for the proposed Sam's Club Fueling Station at 1101 Rinehart Road.
If you have any questions regarding the attached or need additional information, please
contact us at 407-322-6841.
Sincerely,
CPH ENGINEERS, INC.
Guralp Dervis
Project Engineer
cc: Larry Wray, P.E., CPH Engineers, Inc.
file
SANFORD • ORLANDO • DELAND • PALM CITY • CAPE CORAL • JACKSONVILLE PALM COAST • PUERTO RICO
MAY-15-02 WED 03:47 PM SAMS GAS DIVISION FAX:501 277 7792 PAGE 2
Sam's Club
608 S.W. 8th Street
Bentonville, AR 72716-0745
Fax (479) 277-7792
Telephone (479) 277-7121
Joe Hardin May 15, 2002
Director Fuel Division
Mr. Mike McCibeny
City of Sanford, FL
Mr. McGibeny,
As we discussed on the phone today, Sam's Club operates attended, self-service
fueling stations in the state of Florida per state statue. It is Sam's Club policy in the
state of Florida to have a fuel attendant on site during all operating hours of the gas
station - Monday through Saturday 6AM to 9PM and Sunday 9AM to 7PM. The Sam's
Club store is open - Monday through Saturday LOAM to 8PM and Sunday 12PM to 6PM,
however, fuel attendants are scheduled to work during all operating hours of the fueling
station. The fueling station's system automatically opens and closes the station at the
hours designated above.. Outside of those hours customers cannot activate the pumps
and dispense fuel. I appreciate the phone call and Sam's Club looks forward to serving
your community's fueling needs.
Thank you,
Joe Hardin
J
Membership
Warehouse
FOR BUSINESS & HOMESM
May 13, 2002
RE: Sam's Club Fueling Station
Sam's Club
608 S.W. 8th Street
Bentonville, AR 72712-6297
Fax (501) 277.7121
Telephone (501) 277.7792
The proposed fueling station is fully automated facility and will be constructed with state of the art technology and
equipment to include double -walled fiberglass tanks with interstitial monitoring, double -walled underground piping and an
automated, electronic system that continuously monitors all aspects of the fueling station.
The Sam's Club Gasoline Division Training Manuel mandates that Club managers employ attendants who will be
responsible for the fueling station only and cannot be pulled into the Club to perform duties other than those regarding the
station. The attendants have continuous contact with the Club and are trained in safety and maintenance procedures. The
attendant is expected to maintain operation, cleanliness and appearance of the station. Operating procedures dictate opening
and closing duties. The training manual dictates procedures for reporting and responding to emergencies related to fire,
explosions, major/minor spills, property damage, personal injury and natural disasters.
As the kiosk is already heated and cooled, a chair will be provided in the kiosk for the attendant. The use of the kiosk is to
be limited to when the attendant needs a respite from the weather be it hot or cold. The responsibilities of the attendant
preclude him/tier from remaining in the kiosk at all times. In addition to the previously mentioned duties the attendant is
also responsible for the supervision of gasoline dispensing and customer service. Please feel free to call if you have any
additional questions or concerns.
Thank you,
Z G 1
4iJ oe Haardin III
Director
Sam's Club Operations
RULE TITLE 4A
ations forFim Alarm Tags.
a Fire Alarm tag meeting the requirements of
t1 be securely affixed to the fire alarm control
rh fire alarm system which is installed, and each
system is serviced, tested, repaired, inspected, or
d by any person:
dard Fire Alarm Tags — Specifications.
aes shall consist of a pressure sensitive label or the
type.
fags shall be of any color, except red, which provides
high contrast between the background color and the service
information required on the tag.
c) Tags shall contain the following information:
I . "Do not remove by Order of State Fire Marshal."
2. Name of person performing the work.
3. Type of work performed.
4. Type of systems involved according to NFPA 72, as
adopted in Section 4A 3.012, Florida Administrative Code.
5. Month and year the work was completed.
6. The remainder of space available in the center section
of a Fire Alarm tag, where the name, street address, city,
zip code, certificate number, and telephone number ofthelicensedcontractororbusinessentityisprinted, is
permitted to be used for advertising and shall not con-
tain any erroneous, false, or misleading statements.
d) The size of the standard Fire Alarm tag shall be
approximately 2-1/2" x 5".
e) Standard Fire Alarm tags shall be arranged as indi
cated in Figure "A".
3) Standard Fire Alarm tags shall be punched with a stan-
dard 1/8" or 1/4" hole punch in all relevant data sections
before placing the tag on the fire alarm control panel.
4) Any tag required by the State Fire Marshal which indicatesthatthefirealarmsystem, or any component thereof, has beenserviced, repaired, altered, replaced, or tested shall be
removed before a new tag is placed on the fire alarm system.
5) The authority having jurisdiction may require corrective
action for any system deemed non-functional.
4A-48.007 Drawings.
1) Drawings of the fire alarm system showing the location of
each device in the system, and the number assigned to each
device in the system, shall be kept with the system record log.
2) When work is performed on any device in a fire alarm sys-
tem, the number of the device shall be listed in the system
record log.
4A-48.008 Monitoring.
1) Automatic emergency forces notification and any type of
monitoring of fire alarm signals shall be installed and operateinaccordancewiththeapplicableNFPAstandardsadoptedin
Rule 4A-3.012(1), Florida Administrative Code, and incorpo-
rated by reference therein
2) Any company wishing todo monitoring or is currently
monitoring in a fire department's area shall notify the author-
ity having jurisdiction of thatlocation. The authority havingjurisdictionshallbenotifiedwhenanymonitoringisdiscon- tinued within 24 hours and follow-up that notification by writ-
ten notification.
Chapter 4A-49
UNIFORM FIRE SAFETY STANDARDS FOR SELF-SERVICE
GASOLINE STATIONS
4A-49.001 Title.
4A-49.002
4A-49.003
Purpose.
Fire Protection Standards Adopted.
4A-49.004 Attendant on Duty.
4A-49.001 Title.
These rules comprising Rule Chapter 4A-49 shall be known asthe "Uniform Fire Safety Standards for Self -Service Gasoline
Stations."
4A- 49.002 Purpose.
1) The purpose of this Rule Chapter is to establish uniformrequirementstoprovideareasonabledegreeofsafetyfromfireinbuildings, structures or premises used as self-service
gasoline stations.
2) These rules try to avoid requirements which might result
in unreasonable hardships, or unnecessary inconveniences orinterferencewiththenormaluseandoccupancyofself-ser-
vice gasoline stations, but at the same time insist upon com- pliance with uniform standards for fire safety consistent with
the public interest.
4A-49.003 Fire Protection Standards Adopted.
1) Self-service gasoline stations shall comply with the fire
safety requirements of the National Fire Protection Associa- tion standards as adopted in Rule 4A-3.012, Florida Adminis- trative Code, except as modified by Section 526.141, Florida
Statutes.
2) Additional applicable fire protection standards specificallyreferencedinChapter6, NFPA 30, the edition as adopted in
Section 4A-3.012, FAC., Chapter 9, NFPA 30,4the edition as adopted
in Section 4A-3.012, F.A.C., and Chapter 28-2, NFPA 1, the
edition as adopted in Section 4A-3.012, FAC., which are applicabletoself-service gasoline stations and the edition of such
standards listed in Rule 4A-3.012 shall apply. 3)
Buildings or structures which are constructed to comple- ment
other operations associated with self-service gasoline stations
shall comply with the applicable requirements of NFPA101, Life Safety Code, as adopted in Rule 4A-3.012, Flor- ida
Administrative Code. 4A-
49.004 Attendant on Duty. All
self-service gasoline service stations shall have at least one attendant
on duty and present on the premises of the station whichthestationisopentothepublicoratanytimefuelisoffered
for sale to the public. The duties of the attendant are specified
by subsection (3) of Section 526.141, Florida Stat- utes, and NFPA..30A, Section 9-4, the edition as adopted in Section
4A-3.012, Florida Administrative Code. Chapter
4A 50 SPARKLER
REGISTRATION AND TESTING PART
I SPARKLER REGISTRATION 4A-
50.001 Scope. 4A-
50.005 Registration Requirements. PART
II SPARKLER TESTING PROCEDURES 4A-
50.011 Scope. 4A-
50.013 Definitions.
Fax
Froni:
Fax: O(C-N Pages:
Phone: Date:
Re:
Orgeut For Review Please Comment Please Reply Phase Recycle
Continents:
SANFORD FIRE DEPARTMENT
FIRE PREVENTION DIVISION
300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, Fl. 32772
M. D. McGibeny, Fire Marshal
PHONE: (407) 302-2516 FAX: (407) 330-5677
May 6, 2002
Dan Florian
Chief Building Official
City of Sanford
Dan:
I recommend that the proposed "unattended" self — service gas station at Sam's Club at
1101 Rinehart Road not be approved as submitted. Uniform Firesafety Standards FS 633.022 and
Rule 4A-49.004 specifically prohibits it (see attached).
If you have any questions please do not hesitate to contact me.
I will contact Larry Wray directly at CPH.
i re
e
M. D. McCrbeny
Tinelosures: 1
1, -
78
RULE TITLE 4A
4A-48.006 Specifications for Fire Alarm Tags.
1) A standard Fire Alarm tag meeting the requirements of
this rule shall be securely affixed to the fire alarm control
panel of each fire alarm system which is installed, and eachtimesuchsystemisserviced, tested, repaired, inspected, or
improved by any person.
2) Standard Fire Alarm Tags — Specifications.
a) Tags shall consist of a pressure sensitive label or the
tie -on" type.
b) Tags shall be of any color, except red, which provides
high contrast between the background color and the service
information required on the tag.
c) Tags shall contain the following information:
1. "Do not. remove by Order of State Fire Marshal."
2. Name of person performing the work.
3. Type of work performed.
4. Type of systems involved 'according to NFPA 72, as
adopted in Section 4A3.012, Florida Administrative Code,
5. Month and year the work was completed.
6. The remainder of space available in the center section
of a Fire Alarm tag, where the name, street address, city,
zip code, certificate number, and telephone number ofthelicensedcontractororbusinessentityisprinted, is
permitted to be used for advertising and shall not con-
tain any erroneous, false, or misleading statements.
d) The size of the standard Fire Alarm tag shall be
approximately 2-1/2" x 5".
e) Standard Fire Alarm tags shall be arranged as indi-
cated in Figure "A".
9) Standard Fire Alarm tags shall be punched with a stan-
dard 1/8" or 1/4" hole punch in all relevant data sections
before placing the tag on the fire alarm control panel.
4) Any tag required by the State Fire Marshal which indicatesthatthefirealarmsystem, or any component thereof, has been
serviced, repaired, altered, replaced, or tested shall be
removed before a new tag is placed on the fire alarm system.
5) The authority having jurisdiction may require corrective
action for any system deemed non-functional.
4A-48.007 Drawings.
1) Drawings of the fire alarm system showing the location of
each device in the system, and the number assigned to each
device in the system, shall be kept with the system record log.
2) When work is performed on any device in a fire alarm sys-
tem, the number of the device shall be listed in the system
record log.
4A-48.008 Monitoring.
1) Automatic emergency forces notification and any type of
monitoring of fire alarm signals shall be installed and operate
in accordance with the applicable NFPA standards adopted in
Rule 4A-3.012(1), Florida Administrative Code, and incorpo-
rated by reference therein.
2) Any company wishing to do monitoring or is currently
monitoring in a fire department's area shall notify the author-
ity having jurisdiction of that location. The authority having
jurisdiction shall be notified when any monitoring is discon- tinued within 24 hours and follow-up that notification by writ-
ten notification.
Chapter 4A-49
UNIFORM FIRE SAFETY STANDARDS FOR SELF-SERVICE
GASOLINE STATIONS
4A-49.001 Title.
4A-49.002 Purpose.
4A-49.003 Fire Protection Standards Adopted.
4A-49.004 Attendant on Duty.
4A-49.001 Title.
These rules comprising Rule Chapter 4A-49 shall be known as
the "Uniform Fire Safety Standards for Self -Service Gasoline
Stations."
4A-49.002 Purpose.
1) The purpose of this Rule Chapter is to establish uniformrequirementstoprovideareasonabledegreeofsafetyfrom
fire in buildings, structures or premises used as self-service
gasoline stations.
2) These rules try to avoid requirements which might result
in unreasonable hardships, or unnecessary inconveniences or
interference with the normal use and occupancy of self-ser-
vice gasoline stations, but at the same time insist upon com- pliance with uniform standards for fire safety consistent with
the public interest.
4A-49.003 Fire Protection Standards Adopted.
1) Self-service gasoline stations shall comply with the fire
safety requirements of the National Fire Protection Associa- tion standards as adopted in Rule 4A-3.012, Florida Adminis-
trative Code, except as modified by Section 526.141, Florida
Statutes.
2) Additional applicable fire protection standards specifically
referenced in Chapter 6, NFPA 30, the edition as adopted in
Section 4A-3.012, FAC., Chapter 9, NFPA 30A, the edition as
adopted in Section 4A-3.012, F.A.C., and Chapter 28-2, NFPA 1,
the edition as adopted in Section 4A-3.012, FAC., which are
applicable to self-service gasoline stations and the edition of
such standards listed in Rule 4A-3.012 shall apply.
3) Buildings or structures which are constructed to comple-
ment other operations associated with self-service gasoline
stations shall comply with the applicable requirements of
NFPA 101, Life Safety Code, as adopted in Rule 4A-3.012, Flor-
ida Administrative Code.
4A49.004 Attendant on Duty.
All self-service gasoline service stations shall have at least one
attendant on duty and present on the premises of the station
which the station is open to the public or at any time fuel is
offered for sale to the public. The. duties of the attendant are
specified by subsection (3) of Section 526.141, Florida Stat- utes, and NFPA 30A, Section 9-4, the edition as adopted in
Section 4A-3Al2, Florida Administrative Code,
Chapter 4A 50
SPARKLER REGISTRATION AND TESTING
PART I SPARKLER REGISTRATION
4A-50.001 Scope.
4A-50.005 Registration Requirements.
PART II SPARKLER TESTING PROCEDURES
4A-50.011 Scope.
4A-50.013 Definitions.
Eagle Electric of Jacksonville, Inc.
EC 0000674
Date : 1
I, Stephen N. Brannen, hereby authorize U!Ke- `f e-CA 5 to
Authorized Person / Please Print )
obtain a permit in my behalf under my License # EC0000674 , for
the job described below:
Job Name / Owner:
Sfim`s U Lu 4 y 785 - I)o
Address :
111 ne nnr
State of Florida
County of oval
Sworn before me this 1p },, day
Xa
You
of 'Lne— 20 02_•
Notary: pern o i Stephen N. Brannen
Signature OfNotary) EC 0000674
hen eKber4So/U
Print or Type Name Of Notary)
KDARLE:
ENM.
HERBERTSONExp. 8/1/2003.
CC 840245Y'o ' , I Dther I.D.
Phone: (904) 786-0787 Fax: (904) 786-4187
PO Box 6266, Jacksonville, Florida 32236-6266
149 St. Andrews Street South, Jacksonville, Florida 32254
Membership
Warehouse
FOR BUSINESS & HOMESM
June 6, 2002
Tony VanDerworp, City Manager
City of Sanford
300 North Park Avenue
Sanford, FL 32771
RE ESTOPPEL LETTER
Sam's Club #4785 — Fueling Station
Permit Application No.:0 z - l 33 Z__
Sam's Club
608 S.W. 8th Street
Bentonville, AR 72712-6297
Fax (501) 277-7792
Telephone (501) 277-7121
This ESTOPPEL LETTER is provided to the City of Sanford for reliance upon by the City of Sanford
and as the basis for the issuance of Permit No. o2-t 337-for the following work: Construction of a gas
station for Sam's Club located at 1101 Rinehart Road, parcel 1. Rick Hayes, hereinafter referred to as
the "Owner", recognizes that issuance of Permit No. ()L-t 332will be made with numerous limitations as
more particularly set forth herein. The Owner recognize that this approval does not exempt us from
complying with any applicable building codes, land development regulations, Comprehensive Plan
requirements, or exempt our site or building(s) from any applicable development regulations.
By issuing Permit No. U2-13-3 the City does not guarantee approval of any other development permits.
The Owner acknowledges and agrees that no Certificate of Occupancy will be issued by7 the city for the
Gas Station until all required land development approvals have been obtained and all required
improvements have been installed, inspected and authorized for use by the City. The Owner herby
grants the City the right to deny use of the Gas Station for occupancy until all of the above -referenced
project is in compliance with all applicable development regulations.
The Owner hereby agrees to indemnify and hold the City and its officers, employees and agents
harmless for any and all losses, damages, injuries and claims in any way relating directly or indirectly, to
the permitting or construction of the above -referenced project or the issuance of Permit No. o Z - (332.
The owner also agrees to the following as additional conditions for Permit No. U 2 -i 332 : None.
The Owner hereby agrees to disclose the contents of this document to any and all of our successors in
interest, contractors, sub -contractors and agents. The undersigned further warrants that he or she is
authorized to bind the Owner and has been duly authorized to sign this document.
WITNFMES :
Signature
Theia Morrison
Printed/Typed Name
Signature
wner)
111
0
OK C %l /,.A S
Printed/Typed Name
e
Printed/Typed Name
Tony VanDerworp, City Manager
June 6, 2002
Page 2
STATE OF ARKANSAS
COUNTY OF BENTON
The foregoing instrument was acknowledged before me this 6ch day of June 2002, by
Id '444 ar as 645 s rwy 44 j *L4w fiqLE+vlRSis personally known to me or who
produced their Arkansas Drivers License as identification.
Notary Public
Print Name: iii r
My Commission Expires: D 66, / 2 vcq 9
CITY OF SANFORD DEVELOPMENT ORDER
No. 02.0031
On _June 5, 2002. City of Sanford issued this Development Order relating to and
touching and concerning the following described property:
Legal Description Attached)
The aforesaid legal description has been provided
to the City of Sanford by the owner of the afore described property)
FINDINGS OF FACT
Property Owner: Sam's East, Inc. - 2001 Southeast 10" Street, Bentonville AR 72716
Project Name/Address: Sam's Gas Station / 1111 Rinehart Road
Parcel Number(s): 32-19-30-300-009D-0000 (portion of)
Requested Development Approval: Construction and Operation of Sam's Gas Station
The development approval sought is consistent with the City of Sanford Comprehensive
Plan and will be developed consistent with and in compliance to applicable land development
regulations and all other applicable regulations and ordinances.
The owner of the property has expressly agreed to be bound by and subject to the
development conditions and commitments stated below and has covenanted and agreed to have
such conditions and commitments run with, follow and perpetually burden the afore described
property,
ORDER
NOW, THEREFORE, it is ORDERED AND AGREED THAT:
1) The aforementioned application for development approval is GRANTED.
2) All development shall fully comply with all of the codes and ordinances in effect in
the City of Sanford, Florida at the time of issuance of permits including all impact
fee ordinances.
Development Order No. 02-0031 -Sam's Gas Station Page 1 of 3
ZO'd i2:Zt z00Z 9 unf 6290022ZOb:Xp3 Sd33NION3 Hd0
3)
4)
5)
The conditions upon this development approval and the commitment made as to
this development approval, all of which have been accepted by and agreed to by
the owner of the property are as follows:
1) Site shall be developed in accordance with the Deno Dikeou Planned
Development Project Master Plan Dated May, 2001;
2) The development shall comply with all safeguards and conditions
imposed by the City, and comply with F.A.C. 62-761, in regards to
protection of the adjacent wellfield as required in Development Order
Number 01-0023 as recorded on September 10, 2001 in the Seminole
County Official Records Book 4164 Page 1987,
3) Site shall be developed in accordance with Sanford's Gateway
Corridor Standards for Landscaping and Signage;
4) The owner shall provide to the City copies of all annual inspection
reports for the petroleum storage facilities; and
5) If construction commences prior to Site/Development Plan approval
an estoppel letter/hold harmless agreement shall be completed and
submitted to the City.
This Development Order touches and concerns the afore described property and
the conditions, commitments and provisions of this Development Order shall
perpetually burden, run with and follow the said property and be a servitude upon
and binding upon said property unless released in whole or part by action of the
City of Sanford by virtue of a document of equal dignity herewith. The owner of
the said property has expressly covenanted and agreed to this provision and all
other terms and provisions of this Development Order.
The terms and provisions of this Order are not.severable and in the event any
portion of this Order shall be found to be invalid or illegal then the entire order
shall be null and void.
Done and Ordered on the date first above.
Development Order No. 02-0031 - Sam's Gas Station
Jay R. Marder, AICP
Director of Engineering and Planning
Page 2 of 3
20'd T2:ZT 7_00? 9 Unc 6290022Z :xpd SdIINIDNH HdD
i,-
O.WNER'S CONSENT AND COVENANT
COMES NOW,
l zkS-I the owner(s) of the afore
described property in this Development Order, on behalf of itself and its heirs, successors, assigns
or transferees of any nature whatsoever and consents to, agrees with and covenants to performa
and fully abide by the provisions, terms, conditions and commitments set forth in this
Dew elo ment Order.
sip nrtu ere
P vu Nmnx Here
Witness
Sign Nxrm Hea
c /C e-S
Pant Name Here
Witness
R 1<a,,15-4,-S
STATE OVA
5Elu i'b0--s
COUNTY OF SEMNO E
4&Nmrw Hxte A—'
4 t
Print Nx Hem `
Owner
I HEREBY CERTIFY that on this day, before me', an officer duly authorized in the State
and County aforesaid to take acknowledgments, personally appeared Aiv4cz.* S $s'
who is personally known to me or who has produced Z,b -- Z), 4— ., as identification
and who did take an oath.
WITNESS my hand and official seal in the County and State last aforesaid this _
day of 2s ci
Publi , in d for the County and
State aforemen oned.
4.vq .
P ISfiA_PNG\Development RevieMAB-Development Otders?t W2\OZ.31 . fatty GAS uNon • 1111 Ri„}» Road-
y
Development Order No. 02-0031 - Sam's Gas Station Page 3 of 3
b0'd Z2:Zi ZOOZ 9 unr 6290022ZOb:Xp3 S<133NI9N3 HdD
Permit No.
State of Florida
County of Seminole
NOTICE OF COMMENCEMENT
Tax Folio No. 1D-A co cteocco
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with
Chapter 713, Florida Statutes, the following info i oration is provided in this Notice bf Commencement.
1. Description of property: (legal description of the property and street address if availhble
1111 Rinehart Road Legal description attached
2. General description of improvement: Construction of a retail fuelin station with six 6 dis ensers and
three (3) 20,000 gal UST's
3. Owner information
a. Name and address Sam's East, Inc. lY; OR. CLEF( OF CIRWIT MW
2001 SE 10th Street Bentonville AR 72712
b. Interest in property OwnerCLERK,
c. Name and address of fee simple titleholder (if other than Owner) ,
An
Contractor BY PINoldem
a. Name and address MECO of North Florida/Anthony Richardson
3626 Phoenix Avenue Jacksonville FL 32206 1
L: ii i ' ;, pyb. Phone number 904-3546789 Fax number 904-3538647 °
5. Surety ,, ' L- ". ORS
a. Name and address N/A CLERK OF CIRMIT COURT
FLORIDA
b. Phone number Fax number •
c. Amount of bond E>EPHR
6. Lender 0
a. Name and address N/A
b. Phone number Fax number
7. Persons within the State of Florida. designated by Owner upon whom notices or other documents may be served as
provided by Section 713.13(1)(a)7., Florida Statutes:
a. Name and address N/A
b. Phone number Fax number
8. In addition to himself or herself, Owner designates N/A of
to receive a copy of the Lienor's Notice as provided in Section
713.13 (1)(b), Florida Statutes.
a. Phone number Fax number
9. Expiration date of notice of commencement (the expiration date is 1 year from the date of re ing unless a different
date is specified)
e of Owner
t-4ig%
Sworn to (or affirmed) and subscribed before me this 7th day of June, 2002, by
Personally Known OR Produced Identification
Type of Identification Produced 604,0- /rw-L V
Signature of Notary Public, State ofFler-id S Commission
Expires: 9-IZ.2-12o 10 7County, RY
SEALRfey, NotaryPublicBeStateofArkansasMyn
Expires 8/22/2010 fl-!!S
INSTR% T FREf AFcED alf, NAME lIl _
A.DDR3_'
z
FILE NUM 2002891709
OR BOOK 04434 PAGE 1323
PROPOSED LOT 1 (SANFORD SAM'S CLUB)
A portion of the Southwest 1-/4, of Section 32, Township 19 South, Range 30 East, Seminole County,
Florida, being described as follows:
Commence at the Northeast corner of the Southwest 1 /4 of said Section 32, Township 19 South,
Range 30 East, Seminole County, Florida; thence North 89' 46' 27" West along the North line
of the Southwest 1/4 of said Section 32 for a distance of 330.00 feet; thence South 00' 03' 12"
West for a distance of 634.14 feet to the POINT OF BEGINNING, thence continue South 00'
03'12" West for a distance of 701.52 feet to the South line of the North One half of said Southwest
1 /4; thence North 89' 58' 56" West for a distance of 1155.00 feet; thence North 00, 03'12"
East for; a: distance of 600.08 feet; to the South right of way line of Rinehart Road as recorded in
Official Records Book 2219, page 1034 of the Public Records of Seminole County,. Florida; thence
North 69' 11' 37" East along said South right of way line for a distance of 755.82 feet; thence
South 20' 48' 23" East for a distance of 178.69 feet; thence South 89" 56' 48" East for a
distance of 385.10 feet to the POINT OF BEGINNING.
Containing 19.258 acres (838.870.51 square feet) more or less.
T01—A92.L1
CITY OF SANFORD FIRE DEPARTMENT
FEES FOR SERVICES
VHONE#
407-302-1091 * FAX #: 407-330-5677
DATE: O 3 PERMIT #: 0
BUSINESS NAME / PROJECT: C A fvn , V
ADDRESS:
Ll` -
PHONE NO.: OL ` 80 FAX NO.:
133z
CONST. INSP. [ ] C / 0 INSP.:[ ] REINSPECTION [ ] PLANS REVIEW
F. A. [ ] F.S. [ ] HOOD [ ] PAINT BOOTH [ ] BURN PERMIT [ ]
TENT PERMIT , ] TANK PERMIT [ ] OTHER [ ]
TOTAL FEES: $ [
G}(> ' orG (
PER UNIT SEE BELOW)
Address / Bldg. # / Unit # Square Footage Fees per Bldg. / Unit
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12. "
13.
14.
15.
16.
17.
18.
19.
20.
Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, FI. 32771 Phone # -407-
330-5656. Proof of Payment must be made to Fire Prevention division before any further services can take
place. I certify that the above is true and correct and that I
will comply with all applicable codes and ordinances
of the City of Sanford, Florida.
Sanford Fire Prevention Divisi pp icant's Signature
CUUNTY O[ SFMlHOLE
IMPACT FEE STATEMENT
STATEMENT NUMBER: 02100002 '' ~
BUILDING APPLICATION OR 02-10000261 1.
BUILDTHY PERMIT NUMBER: 02-10000261 UNIT
ADDRESS: TRAFFIC
ZONE:022 JURISDICTION: SEC:
TWP: RNG: GUF: SUBbIVISION:
PLAT
BOOK: PLAT BOOK PAGE: DATE:
March 06, 2002 32193030000-
900000 PARCEL:
TRACT::
BLOCK:
LOT: OWNER
NAME: ADDRESS:
APPLICANT
NAMEx WALMART ADDRESS:
2001 SE 1OTH ST BENTONVILLE, AR SANFORD FL LAND
USE: COMMEKCIAL TYPE
USE: WORK
DESCRIPTIONx CITY-SANFORD ` FEE
BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE
DIST r-----------------------------------------------------_
r SCHEI'
ll RATE UNITS TYPE , n^
ROADS-ARTERI ` COWIDE ORD Garaqe/Auto^
JRepair 1,605.52 12.000 1000nsft 19,266.24 ROADS-COLLECTURS
NORTH ORD Garage/Auto
Repair 319.32 2.000 1000nsft 3,831.84 FIRE RESCUE
N/A LlBRARY N/
A SCHOOLS N/
A PARKS00 LAW
ENF{
UiCE' N/A D|NAGE
N/A ^ AMOUNT DUE
23,098^Q` SJATEMENT ,' RECEIVED
BY
X ____///pmt/ PLEASE PRINT
NAME) DATE: _-___________________________ NOTE
TO
RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY
PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-
BLDG DEPT 3-APPLICANT ~ | 2-FINANCE
4-LAND MANAGEMENT | NOTE** PERSONS
ARE
ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY
ROAD FIRE/RESCUE LIBRARY AND/OR EDUCATIONAi ISSUANCE OF
A BUILDING PERMIT. PERSONS ARE
ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER TO APPEAL
THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES* MUST BE
EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF
THE RECEIVING SIGNATURE DATE ABOVE BUT NOT LATER THAN CERTIFICATE OF
OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET
THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF
RULES GOVERNING APPEALS MAY BE PICKED UP, DR REQUESTED, FROM THE
PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL,
32771; 407-665-7356. PAYMENT SHOULD
BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPAR[
MENl* 1101 EAST
FIRST SlREET SANFORD, FL
32771 PAYMENT SHOULD
BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE COUNTY
BUYS NUMBER AT THE ORDER. LEFT
OF
THIS STATEMENT. ' T'^ ' ' THIS
STATEMENT
IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** \ ISSUED WITHIN
60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE/ABOVE U DETAIL
OF
CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356~ \U U r
PUBLIC WORKS DEPARTMENT
ENGINEERING DIVISION
MEMORANDUM
TO: Mary Long, Planning
FROM: Brett W. Blackadar, P.E., Principal Engineer
THROUGH: Antoine Khoury, P.E., Principal Engineer
DATE: January 17, 2002
SUBJECT: Alternative Road Impact Fee Calculation
Sam's Club, Sanford
J -aet:
SEMINOtf COUNTY
FLORIDA'S NATURAL CHOICE
We have received the Alternative Impact Fee Calculation, dated December 13, 2001, for
the referenced development. After review of this document and discussions with the
consultant Chris Walsh at Kimley-Horn and Associates, we have agreed on the following
determination. Based on a study of 10 Sam's Club sites around the state, it was
determined that the impact fee amount for the store only should be $206,535.00. In
addition, the calculation for the Sam's Gas Sales will be an additional $23,098.20. Wal-
Mart Stores will go ahead and pay the sum of these two impact fees which totals
229,633.20.
The 10 Sam's Club surveyed did not include sites in Seminole County. The only Sam's
Club in Seminole County, which is located in Casselberry, is not a sufficient comparable
property due to the fact that it is adjacent to other retail stores. Due to these concerns,
Wal-Mart Stores has agreed to perform a study at another Sam's Club store in the Central
Florida area no later than February 28, 2002. Based on this study, the road impact fees
will be recalculated for the store only. If the impact fee is greater than $206,535.00, Wal-
Mart will pay Seminole County the difference in fees. The total fee for the store only
will not exceed the amount of $289,823.40, which is the impact fee based on the standard
Seminole County rates. If the recalculated road impact fee is below $206,535.00, Wal-
Mart will not receive a refund on the amount already paid. We have attached a copy of
the letter from Wal-Mart summarizing this agreement.
If you have any questions, please feel free to give call me at ext. 5702.
Xc: Jerry McCollum, P.E., County Engineer
C76;o
520 West Lake Mary Boulevard Suite 200 Sanford FL 32773-7424 Telephone (407) 665-5674 Fax (407) 665-3789
INTEROFFICE MEMORANDUM
TO: Russell Gibson, AICP, Land Development Manager
FROM: Elizabeth M. O'Reilly, EI, Utility Engineer
SUBJECT: Sam's Club Gas Station (Final Engineering)
DATE: May 30, 2002
CC: PAUL MOORE, PE; BILL MARODUS; DAVE RIC:HARDS
The following specific conditions will be added to the approved construction
plans for Sam's Gas Station:
1. Seminole County Public Safety Inspector must be present during
installation of the MPC liner. Please contact Ms. Jackie Perry at 407-665-
5132 48 hours prior to construction. Within 24 hours of receipt, the
developer must provide copies of all installation inspection reports to
William Marcous, via facsimile at (407)330-5646.
2. Once the contract for the liner installation is awarded, shop drawings shall
be submitted to the City for comment and approval.
3. At such time that the SPILL PREVENTION CONTROL AND
COUNTERMEASURE PLAN is developed for this specific site, it must
be submitted to the City for approval. The certificate of occupancy will
not be granted by the Utility Department until this condition is met.
4. The liner must be installed by an MPC certified contractor.
5. A licensed Professional Engineer in the state of Florida must certify in
writing that the MPC liner was installed in strict accordance with the
approved plans and manufacturer's procedures. The professional
engineer must provide supporting documentation including, but not
limited to field notes verifying: (1) subgrade preparation (2) visual
inspection of the of the liner surface; (3) inspection of a minimum of three
sample field seams; (4) inspection of the vacuum box; (5) installation
application including any needed repairs; and (6) inspection and testing of
each field seam. Refer to manufacturer's specifications for complete
instruction. The certificate of occupancy will not be granted by the Utility
Department until this condition is met.
6. Please provide written confirmation from the developer that the City will
be copied on all annual inspection reports for the petroleum storage
facilities.
Report of Subsurface Exploration and
Geotechnical Engineering Evaluation
Sam's Club #4785 Fueling Station
Rinehart Road
Sanford, Florida
BHATE Project Number: 501116
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Bhate Engineering Corporation
Geotechnical, Materials, Environmental Engineers
Report of Subsurface Exploration and
Geotechnical Engineering Evaluation
Sams Club #4785 Fueling Station
Rinehart Road
Sanford, Florida
BHATE Project Number: 501116
Prepared for:
Sam's Club Support
Sams Annex, Gasoline Division
608 South West 8th Street
Bentonville, Arkansas 72712
Attn: Mr. Mike Buttram
UNATE
Geotechnical, Materials, Environmental Engineers
BHATE
Bhate Engineering Corporation
Geotechnical, Materials, Environmental Engineers
5217 5th Avenue South
Birmingham • Alabama • 35212-3515 December 5, 2001
205) 591-7062 • (205) 591-7184 (FAX)
Mr. Mike Buttram
Gasoline Construction Manager
Department 9641
608 S. W. 8th Street
Bentonville, AR 72712
Subject: Report of Subsurface Exploration and
Geotechnical Engineering Evaluation
Sams Club #4785 Fueling Station
Rinehart Road
Sanford, Florida
BHATE Project Number: 501116
Dear Mr. Buttram,
Bhate Engineering Corporation, Inc. (BHATE) has completed the authorized subsurface
exploration and geotechnical engineering evaluation of the subject site. Our services were
provided in general accordance with our Proposal Number 1327, dated November 7, 2001. The
purpose of these services was to evaluate general subsurface conditions at specific soil test
boring locations and to gather data on which to base comments relative to site preparation,
earthwork, and foundation design. This report outlines the exploration procedures used,
exhibits the data obtained, and presents our evaluation and comments relative to the
geotechnical engineering aspects of the project, within the scope of services outlined in this
report.
We appreciate the opportunity to work with you on this project. If you have any
questions or we may be of further service to you, please call us.
No. 31619F41 ST "
F PLC/
F nrW' e
Respectfully
submitted, B/
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IIIIATE
ENGINEERING CORPORATION j,.
WUe& Dennis
Isbell Staff
Professional a
A A '/ Uday
R. Bhate, P.E. Principal
QUALITY •
SERVICE • EXCELLENCE
TABLE OF CONTENTS
1.0 SCOPE OF WORK.......................................................................................... 2
2.0 PROJECT AND SITE DESCRIPTION................................................................. 2
3.0 SUBSURFACE CONDITIONS.......................................................................... 3
3.1 TOPSOIL.................................................................................................... 3
3.2 SUBSURFACE SOIL ........................ .. 3
3.3 AUGER REFUSAL................................................................. ........... 4
3.4 GROUNDWATER....................................................................................... 4
4.0 SITE PREPARATION AND GRADING CONSIDERATIONS ................................ 5
4.1 SITE PREPARATION................................................................................... 5
4.2 EXCAVATION CONSIDERATIONS.............................................................. 5
4.3 CONTROLLED STRUCTURAL FILL ...... 6
4.4 BACKFILL.ING OF UTILITY TRENCHES....................................................... 6
5.0 FOUNDATION RECOMMENDATIONS........................................................... 7
5.1 CONVENTIONAL FOOTINGS..................................................................... 7
6.0 FLOOR SLAB SUPPORT................................................................................. 8
7.0 PAVEMENT CONSIDERATIONS
8.0 PURGEABLE AROMATIC HYDROCARBONS ...... 10
9.0 CONSTRUCTION PHASE SERVICES............................................................. 10
9.1 SUBGRADE OBSERVATION, PROOFROLLING........................................... 10
9.2 FILL TESTING......................................................................................... 10
9.3 FOUNDATION OBSERVATIONS............................................................... 10
10.0 GENERAL REMARKS / REPORT LIMITATIONS ........................................... 11
A1.0 FIELD TESTING PROCEDURES
A1.1 SOIL TEST BORINGS
A2.0 SUMMARY OF LABORATORY TESTING
A2.1 NATURAL MOISTURE CONTENT (ASTM D 2216)
A2.2 WASH #200 TEST
A2.3 BTEX SW-846,11/86 3RD EDITION
A2.5 SAMPLE DISPOSAL
BORING LOCATION PLAN
LOGS OF BORING (B-1 THROUGH B-3)
IMPORTANT INFORMATION ABOUT YOUR
GEOTECHNICAL ENGINEERING REPORT
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1.0 SCOPE OF WORK
The purpose of our exploration was to evaluate general subsurface conditions at specific
soil test boring locations within the proposed fueling station site. The results of our field
exploration, laboratory analysis and geotechnical engineering evaluation are presented in the
following report. Our actual scope of services consisted of the following items:
Three (3) soil test borings (B-1 through B-3) to a depth of 15 feet each in the proposed fueling
station construction area. The number, depth, and location of the borings were determined by
representatives of Harrison French Architecture.
Chemical analyses consisting of BTEX tests were performed on composite soil samples from
each soil test boring location. TPH tests were performed if BTEX testing indicated the presence
of hydrocarbons.
Laboratory testing including natural soil moisture content and wash #200 sieve tests were
performed on representative soil samples, as appropriate.
Preparation of this geotechnical engineering report to address the following items:
Site preparation and grading considerations, including material types to be expected at the
existing and proposed grades and groundwater conditions, if encountered;
Recommendations for the design of foundations, including bearing depths and pressures,
and special treatment of plastic clays, if present;
Soil material and compaction requirements for construction backfill for the support of floor
slabs;
Pavement considerations and recommended rigid pavement section based on typical
automobile traffic intensities.
2.0 PROJECT AND SITE DESCRIPTION
Based on information provided by Harrison French Architecture, it is our understanding
that the proposed construction consists of a fueling station located in the northwest portion of the
proposed Sams Club #4785 development in Sanford, Florida. The site is currently an
undeveloped, grassed pasture.
The gas station development is expected to consist of a lightly loaded, prefabricated
building, fuel pumps, a canopy and associated paved areas. Based on a conversation with Mr.
David Schatte with Fashion, Inc., canopy column loads are on the order of 25 to 40 kips. We
understand that construction plans call for pavements associated with the proposed fueling station W z
to be constructed of automobile duty, PCC pavement. The building is expected to be single -story
and approximately 72 square feet in area. The maximum excavation depth for fuel storage tanks is X
not expected to exceed 15 feet. Existing and proposed grading information was not available at the `:
time of report preparation. However, we understand the proposed development will be U
constructed at or near existing grades. LU
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Northwest Portion of Proposed Sam's Club
Development
South to Proposed Development from
Rinehart Road.
3.0 SUBSURFACE CONDMONS
Details of the subsurface conditions encountered by the soil test borings are shown on the
Logs of Boring in the Appendix. The boring logs represent our interpretation of the subsurface
conditions based on examination of the split -spoon samples and laboratory classification tests. The
stratification lines indicated on the Logs of Boring represent approximate boundaries between soil
types; however, the actual transition may be gradual.
Conditions represented by the test borings should be considered applicable only at the boring
locations on the date drilled. It should be assumed that the reported conditions may different at
other locations or at other times. The general subsurface conditions encountered and their
pertinent characteristics are described in the following paragraphs.
3.1 TOPSOIL
The proposed construction site is currently undeveloped and grass covered.
Approximately 4 inches of topsoil consisting of brown to gray, silty sand was encountered at each
soil test boring location.
3.2 SUBSURFACE SOIL
The soil encountered directly beneath the topsoil at each boring location consisted of gray
and tan, fine sand. The fine sand extended to a depth of approximately 121/2 feet below the existing
ground surface at the three boring locations. Standard Penetration Test (SPT) N-values in the fine
sand ranged from 2 to 4 blows per foot (bpf) in the upper 10 feet of the borings indicating a very
loose consistency.
At a depth of approximately 121h feet, reddish tan, clayey, fine sand was encountered at
each boring location. The clayey sand extended to the boring termination depth of 15 feet below
the existing ground surface at the three boring locations. Standard Penetration Test (SPT) N-
values in the fine sand ranged from 9 to 15 blows per foot (bpf) in the upper 10 feet of the borings
indicating a medium dense consistency.
3
Laboratory testing was performed on representative samples retrieved from the upper 5
feet of the borings in the proposed fueling station construction area. Wash #200 sieve tests
indicated that tested samples contained less than 10 percent fine-grained (silt and clay size)
particles. Natural soil moisture contents in the upper 5 feet ranged from approximately 8 percent
to greater than 18 percent.
3.3 AUGER REFUSAL
Auger Refusal is defined as the depth at which the soil test boring can no longer be
advanced by conventional soil auger drilling techniques. Auger refusal is a function of the drilling
equipment and the production rate. The drill at the site did not encounter auger refusal at the
boring locations.
3.4 GROUNDWATER
Groundwater levels were measured in all soil test borings at the time of drilling. For safety
reasons, the boreholes were backfilled upon completion; therefore, water levels were monitored for
a very limited time period. No groundwater was encountered at the time of drilling. The presence
or absence of groundwater at a particular time or location does not necessarily mean that
groundwater will or will not be present at a different time or location. Seasonal variations in
rainfall will cause fluctuations in groundwater levels and influence the presence of water in upper
soils.
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4.0 SITE PREPARATION AND GRADING CONSIDERATIONS
Based on the provided information, the proposed construction will consist of a small
building, fuel pumps, a canopy and associated paved areas. The development will be located in
the northwest portion of the proposed Sam's Club development. We understand that construction
plans call for pavements associated with the fueling station to be constructed of automobile duty,
PCC paving.
4.1 SITE PREPARATION
At the time of our exploration, the portion of the site to contain the proposed fueling station
area was undeveloped and grass covered. It is recommended that all surface vegetation, topsoil
and highly organic soil be completely removed from the proposed construction area.
Based on the boring information, very loose to loose, relatively clean sand will be exposed
following topsoil removal. We recommend that as a minimum, the top 36 inches of subgrade soils
be densified to meet 98% of Standard Proctor maximum dry density. This may require that the
densification be performed in two lifts and will result in an initial removal of 18 inches of the loose
sand, densification with a 10-ton smooth drum roller with 8 to 10 passes in at least two directions,
and then placement and compaction of the next lift of soil in a similar manner.
Subgrade soil that pumps or ruts should be scarified, moisture conditioned, and
recompacted or undercut and replaced with properly compacted, engineered fill. We suggest that
the construction budget include provisions for localized improvement, or undercutting and
replacement of unsuitable soils.
4.2 EXCAVATION CONSIDERATIONS
Cuts on the order of 15 feet are expected in the UST area. Based on the boring information,
we expect that cuts to the proposed depth may be accomplished with a large trackhoe or similar
equipment in good working order. Due to the nature of the on -site soils; an excavation support
system will be required to prevent cave-in during excavation of the tank area.
Although no groundwater was encountered in the borings during our exploration, the soil
profile at the site consists of relatively free draining sand underlain by less permeable clayey sand.
The clayey sand stratum was encountered at a depth of approximately 121/2 feet below the existing
ground surface at each boring location. Therefore, it is possible that water will be encountered at
or below a depth of 10 feet during excavation of the tank area. If encountered, provisions should
be made to intercept the seepage with well points or other suitable means.
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4.3 CONTROLLED STRUCTURAL FILL
We recommend that the structural fill at the site be free of organic matter, debris, and other
deleterious material. Structural fill should be composed of soil with a Liquid Limit less than 50, a
Plasticity Index less that 25, and a maximum dry density greater than 100 pcf. All fill should be
compacted to a minimum of 98 percent of the Standard Proctor (ASTM D-698) maximum dry
density. In general, fill should be placed at a moisture content within ± 2 percent of the soil's
optimum moisture content.
We suggest that the project specifications indicate that both fill compaction and moisture
content will be required for the acceptance of structural fills. A sufficient number of field density
tests should be . performed to evaluate the grading contractor's performance during filling. A
commonly used testing frequency is one test per 8 inch lift of fill placed per 2,500 square feet of fill
area. Lift thickness of general fills should be limited to 8 inches loose measure. .
4.4 BACKFILLING OF UTILITY TRENCHES
Backfilling of storm drain and utility trenches must be performed in a controlled manner to
avoid settlement of the fill and cracking of slabs and pavements. We recommend that utility
trenches be backfilled with acceptable, engineered fill in 6-inch lifts compacted with appropriate
equipment to the project requirements.
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5.0 FOUNDATION RECOMMENDATIONS
Based on the provided information, we understand that a lightly loaded, 1 story building
and a canopy are proposed for the fueling station site. Based on a conversation with Mr. David
Schatte with Fashion, Inc., canopy column loads are on the order of 25 to 40 kips. When
appropriate, shallow foundations typically bear approximately 3 feet below the ground surface.
5.1 CONVENTIONAL FOOTINGS
The proposed structures can be supported on conventional spread footings bearing in the
on -site, natural soils. This recommendation is based upon the present design concept and the
subsurface conditions encountered within the soil test borings. Very loose, fine sand was
encountered to a depth of 121/2 feet in the borings performed at the site. Therefore, following
excavation of the footing trenches, the exposed soil should be thoroughly densified with
appropriate manual equipment. `
We recommend a maximum allowable bearing pressure of 1,500 psf for footing design.
Neglecting the upper 1 foot of soil, we recommend a passive earth pressure coefficient (Kp) of 2.4
and a soil total unit weight of 100 pcf in design. An appropriate factor of safety should be applied
to the passive earth pressure coefficient during the design phase. The following items should be
included in the project specifications in regard to foundation design/construction.
1. The footing bearing surfaces should be observed by a qualified geotechnical engineer to confirm
that the exposed material is in compliance with the design bearing capacity. Following
excavation, exposed material in the footing trenches should be recompacted as previously
described.
2. Due to the characteristics of the on -site soils, the footing excavations will tend to slough. If
footing excavations are formed, the space surrounding the footings should be backfilled with
soil that is placed v1 thin lifts and compacted to the project requirements.
Should seepage be encountered, dewatering with well points or other appropriate methods
should be employed so that standing water is not present when placing concrete. Additionally,
due to the nature of the on -site soil, excavations will require bracing to maintain stability.
4. Soil exposed in the base of all satisfactory foundation excavations should be protected against
any detrimental change in conditions such as disturbance from rain, frost or flooding. Surface
runoff should be drained away from the foundation excavations.
5. If possible, all footing concrete should be poured during the same day the excavation is made.
If this is not possible, the footing excavation should be adequately protected. Water should not
be permitted to collect over newly constructed footings, as the integrity of the footing bearing
soil could be compromised.
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6. Site grading plans should provide for positive drainage away from the building and canopy
columns. The contractor should be directed to conduct grading operations in such a manner as
to provide positive drainage during the construction period. All roof drains should be directed
away from foundations and positive drainage should be established and maintained to ;U
minimize the amount of surface water entering the near surface soils. y
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6.0 FLOOR SLAB SUPPORT
We suggest that all ground -supported slabs be founded on a minimum of 4 inches of
compacted, open -graded, free -draining, clean granular material in order to achieve more uniform
support, and also to act as a capillary break. A maximum particle size of 1 inch is recommended
for the underslab granular material. PCA and ACI guidelines should be followed for slab joint
spacing, and permanent supports should be used to hold reinforcing or wire mesh in it's proper
position.
Prior to floor slab construction, we recommend that the exposed subgrade materials be
evaluated by the geotechnical engineer. This evaluation may include proofrolling with a loaded
dump truck or smooth drum roller. Any soft or unstable areas will require reconditioning or
undercutting and replacement as previously described.
On most projects, there is a significant delay between initial grading and the time when the
contractor is ready to construct the floor slab. Even though the soils may have been placed and
compacted adequately during initial grading, exposure to weather, construction traffic, etc., can
destroy the integrity of subgrade soils. On many projects, this becomes a point of controversy
when remedial work is required for proper floor slab support. We suggest that provisions be
included in the project specifications for the contractor to restore the subgrade soils to an
acceptable condition, (as discussed in this report) prior to the construction of floor slabs.
a 8
7.0 PAVEMENT CONSIDERATIONS
Based on the provided information, pavements associated with the proposed fueling
station will be constructed of automobile duty, PCC pavement. Based on the boring information,
loose, relatively clean sand will be exposed following topsoil removal. Therefore, where clean
sand is exposed at subgrade elevation, a 10-ton, smooth drum roller should be used to
proofcompact the subgrade soils with a minimum of 8 to 10 passes in at least two directions. Areas
containing soft or otherwise unsuitable material should be reconditioned as described in section
4.1 of this report.
Following densification of the upper soils, the geotechnical engineer should evaluate the
area. The evaluation may include proofrolling of the exposed subgrade with a loaded dump truck
or similar pneumatic tire -mounted equipment. Proofrolling would serve to densify the exposed
soils and reveal soft or loose areas where undercutting or moisture conditioning of the soil may be
required.
Based on typical loading intensities (14,600 ESALs) for an automobile parking lot, the
minimum rigid pavement section should consist of 4 inches of limerock base and 5 inches PCC
pavement. We recommend that a maintenance program be implemented for paved areas. Cracks
and joints should be promptly sealed to prevent water infiltration. Contacts between concrete and
the existing asphalt pavement may require special attention.
All subgrade, base, and pavement 'construction. operations and materials should meet
minimum requirements of the FLDOT Standard Specifications for Road and Bridge Construction, latest
edition. A joint spacing no greater than 121/2 .feet is recommended for the 5 inch concrete
pavement.
Typically, during construction due to the movement of heavy equipment and weather
conditions, the pavement subgrade becomes disturbed. Prior to construction of pavements, it is
essential that the subgrade be restored to a properly compacted condition. The fine-grained
component of the subgrade soils will have a tendency to lose shear strength and, consequently,
pavement support capability if they are permitted to dry and are later exposed to free water. Thus,
proper moisture conditioning of the subgrade prior to placement of the pavement will results in
better pavement performance. Restoration of the pavement subgrade should be addressed in the
project specifications.
9
8.0 PURGEABLE AROMATIC HYDROCARBONS
The following table presents the findings of the requested BTEX tests. The testing did not
indicate the presence of volatile substances; therefore, more extensive testing, including TPH tests,
was not performed.
BORING
NUMBER
DEPTH
feet)
BENZENE
PPM)
TOLUENE
PPM)
ETHYLBENZENE
PPM)
XYLENES
PPM)
B-1 0 to 15 BDL* BDL BDL BDL
B-2 0 to 15 BDL BDL BDL BDL
B-3 0 to 15 BDL BDL BDL BDL
BDL = Below Detection Limit (0.020 PPM)
9.0 CONSTRUCTION PHASE SERVICES
We strongly recommend that BHATE be retained to provide a comprehensive construction
testing program when the project proceeds. This program would assist the owner in determining
that the work is being carried out in general conformance with the plans and specifications.
Construction phase services include testing of construction materials such as compacted fill and
concrete. Also included is inspection of structural: steel and engineering observation during the site
preparation, and foundation and floor slab construction phases of the project. Testing during the
earthwork and foundation construction phases is particularly important since assumptions and
recommendations have been made based on the soil test boring area. Confirmation that actual
subsurface conditions are comparable to the assumed conditions is an essential part of the
subsurface exploration process.
9.1 SUBGRADE OBSERVATION, PROOFROLLING
The purpose of proofrolling will be to densify the exposed near -surface soils and also to
reveal soft pockets of soil which will require remedial measures. Areas which pump or rut during
the proofrolling operations should be undercut or reconditioned. The geotechnical engineer can
determine the depth and extent of areas which will require undercutting.
9.2 FILL TESTING
We recommend that in -place density tests should be performed in the field by an
engineering technician to evaluate the contractor's performance with regard to meeting the project
specifications for fill placement. A commonly used testing frequency is one test per 8 to 12 inch lift
of fill placed per 2,500 square feet of fill area. The engineering technician can assist the grading
contractor in soil moisture content evaluation by performing on -site fill moisture content tests.
9.3 FOUNDATION OBSERVATIONS u
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We recommend that each footing excavation be observed and tested by a geotechnical Iffl,W
engineer. Such testing is necessary to determine the appropriateness of the bearing level, the XU
adequacy of the bearing materials and the conformity of the footing to the specification withqYgtYgP U
respect to depth, planned dimensions, cleanliness, etc.
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10.0 GENERAL REMARKS / REPORT LIMITATIONS
This report has been prepared for the exclusive use of Wal*Mart Stores, Inc. for specific
application to the proposed Sams Club #4785 Fueling Station project in Sanford, Florida. All
recommendations contained in this report have been made in accordance with generally accepted
soil and foundation engineering practices. No other warranties are implied or expressed. The
analysis and recommendations submitted in this report are based, in part, upon the data obtained
from the soil test borings. The nature and extent of variations between the soil test borings may not
become evident until construction. If variations then appear evident, it may be necessary to re-
evaluate the recommendations of this report.
We emphasize that this report was for design purposes only and may not be sufficient to
prepare an accurate bid. Contractors reviewing this report should acknowledge that the discussions
and recommendations contained herein are for design purposes.
When the plans and specifications are more complete or if significant changes are made in
the character of the proposed structures, a consultation should be arranged to review them with
respect to prevailing soil conditions. At that time, it may be necessary to submit supplementary
recommendations.
We also suggest the geotechnical engineer be accorded the opportunity to review the plans
mendations in this report are properly interpreted andandspecificationstoverifythattherecom
incorporated in the design. If the geotechnical engineer is not accorded the privilege of making
this recommended review, we can assume no responsibility for misinterpretation of our
recommendations.
11
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A1.0 FIELD TESTING PROCEDURES
A1.1 SOIL TEST BORINGS
Within each soil test boring, split -tube sampling and Standard Penetration Tests (SPT)
were performed in accordance with ASTM D-1586. The soil test borings were advanced by
mechanically twisting continuous steel, hollow -stem auger flights into the ground. In the soil
test borings, soil samples were obtained with a standard 2 inch O.D., 1.4 inch I.D., split tube
sampler. The sampler was first seated 6 inches to penetrate any loose cuttings and then driven
an additional foot with blows of a 140-pound hammer falling 30 inches. The number of blows
N) required to drive the sampler the final foot of penetration is the "Standard Penetration
Resistance." The penetration resistance, when properly evaluated is an index to the soil's
strength, density, and ability to support foundations.
Representative portions of the samples obtained from the split -tube sampler were sealed
in airtight containers and transported to our laboratory. In the laboratory, the samples were
classified by the geotechnical engineer. The Logs of Boring in the Appendix indicate the soil's
description and penetration.
A2.0 SUMMARY OF LABORATORY TESTING
mited laboratory testing program was conductedInadditiontothefieldexploration, a li
to ascertain additional engineering characteristics of the foundation materials. To supplement
the visual classification of the soil samples, the following tests were performed:
A2.1 NATURAL MOISTURE CONTENT (ASTM D 2216)
Natural moisture contents (M%) were determined on selected samples. The natural
moisture content is the ratio, expressed as a percentage, of the weight of water in a given amount
of soil to tr:e weight of solid particles. The results are indicated in Table One and on the attached
boring logs.
A2.2 WASH #200 TEST
Grain -size tests were performed to determine the soil particle size distribution. The
amount of material finer than the No. 200 sieve was determined by washing the sample over
that particular size sieve.
A2.3 BTEX SW-846,11/86 3RD EDITION
Test method 8020/8260 "test method for evaluating solid waste," was performed on
representative soil samples from the soil test borings. The BTEX tests were used to determine
the amount of benzene, toluene, ethylbenzene, zylenes, and toluene-d8 in the testing samples.
A2.5 SAMPLE DISPOSAL
Representative samples are stored in our laboratory for further analysis, if desired.
Unless otherwise noted, all samples will be disposed of after 30 days.
LOG OF BORING
CONTRACTED WITH: Wal-Mart Stores, Inc.
PROJECT NAME: Sam's Club #4785 Fueling Station BORING NO.: B-1
Rinhart Road - Sanford, Florida JOB NO.: 501116
0
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Split Spoon GNE = Ground Water Not Encountered Birmingham,
Fifth
Alabama
South
QUALITY • SER\/ICE • EXCELLE JCE =Water Table Encountered
35212
Telephone: 205-591-7062
@ Time of Boring Fax: 205-599-0229
Delayed Water Table Level
R = Hole Cave In Depth
SHEET 1 OF 1
DATE: 11 /12/01
SAMPLE DATA
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REMARKS
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Very loose to loose, tan, fine SAND, trace root fragments 4" Topsoil
1 2-2-2 4
same
2 2-2-2 4
same
5 3 1-1-1 2
same
10
4 2-2-2 4
Y.lif'
Medium dense, reddish -tan, clayey SANDYYtr.ir..
5 5-6-9 15
COSTAL PLAIN SEDIMENTS)
15
Boring terminated at 15 feet. GNE
20
0
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LOG OF BORING
CONTRACTED WITH: Wal-Mart Stores, Inc.
PROJECT NAME: Sam's Club #4785 Fueling Station BORING NO.: B-2 SHEET 1 OF 1
Rinhart Road - Sanford, Florida JOB NO.: 501116 DATE: 11 /12/01
SAMPLE DATA
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Very loose to loose, gray to brown, fine SAND, trace root 4P ToTopsoilfragments
1 1-1-1 2 11.7 7.5% passing #200 sieve same
2
1-1-2 3 8.7 tan
3
2-2-2 4 11.3 4.3% passing #200 sieve s
same
4
2-2-2 4 10
Loose,
reddish -tan, clayey, fine SAND 5
5-4-5 9 COSTAL
PLAIN SEDIMENTS) 15
GNE
Boringterminatedat15feet. 20
M
5217 Fifth Avenue South r ®
Split Spoon GNE =
Ground Water Not Encountered Birmingham, Alabama 35212 QUALITY -
SERVICE • EXCELLENCE = Water Table Encountered Telephone: 205-591-7062 @
Time of Boring Fax: 205-599-0229 Delayed
Water Table Level Hole
Cave In Depth
LOG OF BORING
CONTRACTED WITH: Wal-Mart Stores, Inc.
PROJECT NAME: Sam's Club #4785 Fueling Station BORING NO.: B-3
Rinhart Road - Sanford, Florida JOB NO.: 501116
SHEET 1 OF 1
DATE: 11 /12/01
SAMPLE DATA
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Very loose to loose, gray and brown, fine SAND, trace root 4" TopsoilP
fragments 1 1-1-1 2 11.8
gray to tan
2 1-2-2 4 4.7% passing #200 sieve
same
5
3 2-2-2 4 18.2 9.8% passing #200 sieve
tan
to 4 2-2-2 4
Loose to medium -dense, reddish -tan, clayey, fine SAND
5 5-5-5 10 12.9
COSTAL PLAIN SEDIMENTS)
t5
GNEBoringterminatedat15feet.
20
5217 Fifth Avenue South
Split Spoon GNE = Ground Water Not Encountered Birmingham, Alabama 35212
QUALITY - SERVICE • EXCELLENCE Q = Water Table Encountered Telephone: 205-591-7062
@ Time of Boring Fax: 205-599-0229
Delayed Water Table Level
Hole Cave In Depth
As the client of a consulting geotechnical engineer, you
should know that site subsurface conditions cause more
construction problems than any other factor. ASFE/The
Association of Engineering Firms Practicing in the
Geosciences offers the following suggestions and
observations to help you manage your risks.
A GEOTECHNICAL ENGINEERING REPORT IS BASED
ON A UNIQUE SET OF PROJECT -SPECIFIC FACTORS
Your geotechnical engineering report is based on a
subsurface exploration plan designed to consider a
unique set of project -specific factors. These factors
typically include: the general nature of the structure
involved, its size, and configuration; the location of the
structure on the site; other improvements, such as
access roads, parking lots, and underground utilities;
and the additional risk created by scope -of -service
limitations imposed by the client. To help avoid costly
problems, ask your geotechnical engineer to evaluate
how factors that change subsequent to the date of the
report may affect the report's recommendations.
Unless your geotechnical engineer indicates otherwise,
do not use your geotechnical engineering report:
when the nature of the proposed structure is
changed, for example, if an office building will be
erected instead of a parking garage, or a refrigerated
warehouse will be built instead of an unrefrigerated
one;
0 when the size, elevation, or configuration of the
proposed structure is altered;
when the location or orientation of the proposed
structure is modified;
when there is a change of ownership; or
for application to an adjacent site.
Geotechnical engineers cannot accept responsibility for
problems that may occur if they are not consulted after
factors considered in their report's development have
changed.
SUBSURFACE CONDITIONS CAN CHANGE
A geotechnical engineering report is based on condi-
tions that existed at the time of subsurface exploration.
Do not base construction decisions on a geotechnical
engineering report whose adequacy may have been
affected by time. Speak with your geotechnical consult-
ant to learn if additional tests are advisable before
construction starts.Note, too, that additional tests may
be required when subsurface conditions are affected by
construction operations at or adjacent to the site, or by
natural events such as floods, earthquakes, or ground
water fluctuations. Keep your geotechnical consultant
apprised of any such events.
MOST GEOTECHNICAL FINDINGS ARE
PROFESSIONAL JUDGMENTS
Site exploration identifies actual subsurface conditions
only at those points where samples are taken. The data
were extrapolated by your geotechnical engineer who
then applied judgment to render an opinion about
overall subsurface conditions. The actual interface
between materials may be far more gradual or abrupt
than your report indicates. Actual conditions in areas
not sampled may differ from those predicted in your
report. While nothing can be done to prevent such
situations, you and your geotechnical engineer can work
together to help minimize their impact. Retaining your
geotechnical engineer to observe construction can be
particularly beneficial in this respect.
A REPORT'S RECOMMENDATIONS
CAN ONLY BE PRELIMINARY
The construction recommendations included in your
geotechnical engineer's report are preliminary, because
they must be based on the assumption that conditions
revealed through selective exploratory sampling are
indicative of actual conditions throughout a site.
Because actual subsurface conditions can be discerned
only during earthwork, you should retain your geo-
technical engineer to observe actual conditions and to
finalize recommendations. Only the geotechnical
engineer who prepared the report is fully familiar with
the background information needed to determine
whether or not the report's recommendations are valid
and whether or not the contractor is abiding by appli-
cable recommendations. The geotechnical engineer who
developed your report cannot assume responsibility or
liability for the adequacy of the report's recommenda-
tions if another parry is retained to observe construction.
GEOTECHNICAL SERVICES ARE PERFORMED
FOR SPECIFIC PURPOSES AND PERSONS
Consulting geotechnical engineers prepare reports to
meet the specific needs of specific individuals. A report
prepared for a civil engineer may not be adequate for a
construction contractor or even another civil engineer.
Unless indicated otherwise, your geotechnical engineer
prepared your report expressly for you and expressly for
purposes you indicated. No one other than you should
apply this report for its intended purpose without first
conferring with the geotechnical engineer. No party
should apply this report for any purpose other than that
originally contemplated without first conferring with the
geotechnical engineer.
GEOENVIRONMENTAL CONCERNS
ARE NOT AT ISSUE
Your geotechnical engineering report is not likely to
relate any findings, conclusions, or recommendations
about the potential for hazardous materials existing at
the site. The equipment, techniques, and personnel
used to perform a geoenviron mental exploration differ
substantially from those applied in geotechnical
engineering. Contamination can create major risks. If
you have no information about the potential for your
site being contaminated, you are advised to speak with
your geotechnical consultant for information relating to
geoenvi ron mental issues.
A GEOTECHNICAL ENGINEERING REPORT IS
SUBJECT TO MISINTERPRETATION
Costly problems can occur when other design profes-
sionals develop their plans based on misinterpretations
of a geotechnical engineering report. To help avoid
misinterpretations, retain your geotechnical engineer to
work with other project design professionals who are
affected by the geotechnical report. Have your geotech-
nical engineer explain report implications to design
professionals affected by them, and then review those
design professionals' plans and specifications to see
how they have incorporated geotechnical factors.
Although certain other design professionals may be fam-
iliar with geotechnical concerns, none knows as much
about them as a competent geotechnical engineer.
BORING LOGS SHOULD NOT BE SEPARATED
FROM THE REPORT
Geotechnical engineers develop final boring logs based
upon their interpretation of the field logs (assembled by
site personnel) and laboratory evaluation of field
samples. Geotechnical engineers customarily include
only final boring logs in their reports. Final boring logs
should not under any circumstances be redrawn for
inclusion in architectural or other design drawings,
because drafters may commit errors or omissions in the
transfer process. Although photographic reproduction
eliminates this problem, it does nothing to minimize the
possibility of contractors misinterpreting the.logs during
bid preparation. When this occurs, delays, disputes, and
unanticipated costs are the all -too -frequent result.
To minimize the likelihood of boring log misinterpreta-
tion, give contractors ready access to the complete
geotechnical engineering report prepared or authorized
for their use. (If access is provided only to the report
prepared for you, you should advise contractors of the
report's limitations, assuming that a contractor was not
one of the specific persons for whom the report was
prepared and that developing construction cost esti-
mates was not one of the specific purposes for which it
was prepared. In other words, while a contractor may
gain important knowledge from a report prepared for
another party, the contractor would be well-advised to
discuss the report with your geotechnical engineer and
to perform the additional or alternative work that the
contractor believes may be needed to obtain the data
specifically appropriate for construction cost estimating
purposes.) Some clients believe that it is unwise or
unnecessary to give contractors access to their geo-
technical engineering reports because they hold the
mistaken impression that simply disclaiming responsi-
bility for the accuracy of subsurface information always
insulates them from attendant liability. Providing the
best available information to contractors helps prevent
costly construction problems. It also helps reduce the
adversarial attitudes that can aggravate problems to
disproportionate scale.
READ RESPONSIBILITY CLAUSES CLOSELY
Because geotechnical engineering is based extensively
on judgment and opinion, it is far less exact than other
design disciplines. This situation has resulted in wholly
unwarranted claims being lodged against geotechnical
engineers. To help prevent this problem, geotechnical
engineers have developed a number of clauses for use in
their contracts, reports, and other documents. Responsi-
bility clauses are not exculpatory clauses designed to
transfer geotechnical engineers' liabilities to other
parties. Instead, they are definitive clauses that identify
where geotechnical engineers' responsibilities begin and
end. Their use helps all parties involved recognize their
individual responsibilities and take appropriate action.
Some of these definitive clauses are likely to appear in
your geotechnical engineering report. Read them
closely: Your geotechnical engineer will be pleased to
give full and frank answers to any questions.
RELY ON THE GEOTECHNICAL ENGINEER
FOR ADDITIONAL ASSISTANCE
Most ASFE-member consulting geotechnical engine -r-
Ing firms are familiar with a variety of techniques and
approaches that can be used to help reduce risks for all
parties to a construction project, from design through
construction. Speak with your geotechnical engineer not
only about geotechnical issues, but others as well, to
learn about approaches that may be of genuine benefit.
You may also wish to obtain certain ASFE publications.
Contact a member of ASFE of ASFE for a complimentary
directory of ASFE publications.
THE ASSOCIATION
NbM OF ENGINEERING FIRMSAA%nmV=%= PRACTICING IN THE GEOSCIENCES
8811 COLESVILLE ROAD/SUITE G106/SILVER SPRING, MD 20910
TELEPHONE:301/565-2733 FACSIMILE:301/589-2017
Copyright 1992 by ASFE. Inc. Unless ASFE grants specific permission to do so, duplication of this document by any means whatsoever is expressly prohibited.
Re -use of the wording in this document, in whole or in part, also is expressly prohibited, and may be done only with the express permission of ASFE or For purposes
of review or scholarly research.
BPC0592A/3.5M
and
UPPI iJ
Bhate Engineering Corporation
Geotechnical, Materials, Environmental Engineers
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