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GUNNIN CONSULTING ENGINEERS, INC. Mailing Address: P. O. Box 820457 Dallas, Texas 75382-0457 Phone 214-528-3796 e-mail: gunningcei@aol.com May 10,2002 Mr. James C. Pierce, Jf., P.E.
Assistant Public Works Director Town of Addison 16801 Westgrove Drive Addison, Texas 75001-9010 Re: Cable 􀁓􀁵􀁰􀁰􀁯􀁲􀁴􀁾 for Street Banners . Belt Line Road near Quorum Drive Addison,
Texas Dear Mr. Pierce: 􀁾 .. \ Delivery Address: 3303 Lee Parkway, Ste. 325 Dallas, Texas 75219-5109 FAX 214-522-6796 At your request, I visited the site of the. . _ project yesterday
to observe the condition of the cables and their attachments. I was accompam.ed by your Mr. Charles Mitchell, who operated a bucket lift to permit my observations. Enclosed is one print
each of several photos taken by two different cameras, identified here as camera A and camera B. We have marked on the back of the photos Al through A1S and B1 through B23. The pole
in the middle of the street is shown in photos B1 through B6. The support on the south side of the street is shown in photos Al through AS and B6 through B13. The support on the north
side of the street is shown in photos A6 through A15 and B14 through B23. These photos are for your files. We observed that the double-nuts on the south end of the upper cable were loose.
Mr. Mitchell. tightened them before we left the site. We observed that the eyebolt at the bottom cable attachment to the support on the north side of the street had broken. This is indicated
in Photos B16 through B17, B19 through B23, A8, and A10 through A1S. Mr. Mitchell and I had a brief, cursory discussion of methods of repair for the attachment. Following further review
by this office, we recommend the following repairs.
Mr. Pierce May 10, 2002 Page two ( (, (. The cable should be re-attached to the support by use ofa turnbuckle, selected from among those . listed in the attached sheet. The existing
broken eye-bolt may be reused. In order to accommodate a large turnbuckle, the existing broken bolt should be. cut off short enough to permit placement of its eye as close to the pole
as possible while retaining the double nuts both sides. The jaws ofthe turnbuckle should be oriented vertical. Similarly, the eyebolt at the other end ofthe cable should be cut off short
enough to permit placement of its eye close to the pole, with double nuts both sides. No turnbuckle is required at the south support, unless necessary for erection purposes. In lieu
ofcutting offthe threads ofthe existing bolts to re-use them, new bolts may be used, same diameter as existing bolts. We also recommend you make the same repairs described above for
the upper cable. We also suggest that at both top and bottom cables, the cables should not be tightened more than necessary to reasonably limit their sag. Since the dimensions ofthe
cables and dimensional locations ofthe supports are not known to us, we cannot determine which ofthe turnbuckles are of appropriate size to fit with the as-fabricated cables. We suggest
that when you determine these dimensions and which siZes of turnbuckles from the attached list will fit, and that you advise our office so we can review your selection of turnbuckles
for adequacy. Ifyou have any questions, feel free to call on me. Sincerely, GUNNIN CONSULTING ENGINEERS, INC. Bill L. Gunnin, P.E. Enclosures: Photographs Crosby Turnbuckle Data
J' (" Jim Pierce ( From: Sent: To: Subject: Jim, Charles Mitchell Friday, May 04, 2001 10:13 AM Jim Pierce Banner Pole Measurments I took these measurments on the banner poles: South
side of Belt Line: -----------.." Top: 11" diameter Bottom: 11.5" diameter Circumference: 37" Circumference: 38" Height from top to bottom eye-bolt: 30.5" North side of Belt Line: Top:
11" diameter Bottom: 11" diameter Circumference: 36.5" Circumference: 37.5" Height from top to bottom eye-bolt: 30.5" "Mitch" 8, II 􀁃􀁬􀀱􀁮􀁮􀀯􀁾 "2-ILf-􀀩􀀲􀀭􀀲􀀭􀀰􀀷􀀹􀁾 FVL 1
( HP LaserJet TOALASERJET 3200 9724502837 MAY-4-2001 09:38 Fax Call Report 3200se invent Job Date Time Type Identification Duration Pages Result Send I took these measurments on the
banner poles: 611 5/4/2001 09:38:04Jim Pierce From: Sent: To: Subject: Jim. Sovlh side o'leII Un.: Top: \1" diameter Bottom: 11.5' diameter 92145226796 􀁃􀁨􀁡􀁾􀁥􀀮 Mnchen 􀁆􀁾􀁤􀀮􀁹􀀮
May 04. 2001 10:13 AM Jim Pierce Banner Pole Measurments Circumference: 37' Circumference: 38" 0:34 4/u..lttk.//),.,_ .. ,t..,..r : II.. 7& y /2.10" 1 OK Height from top to bottom eye-boll:
30.5" North side of I." Un..: Top: 11" diameter Bottom: 1\0' dIameter Circumference: 36.5" Circumference: 37.5" Height from lop 10 bottom eye-bolt: 30.5" P....K f-.. i3, /1 C.,nl?ln
'2-l'-t -"H-h 7?e:. FVL.
( _!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!® Public Works /Engineering 16801 Westgrove • P.O. Box 9010 Addison, Texas 75001 Telephone: (972) 450·2871 • Fax: (972)
450-2837 ( 􀁛􀁌􀁲􀁮􀀱􀁦􀀱􀁦􀁲􀁮􀁾 @[? 􀀱􀁦􀁾􀀦􀁾􀁾􀁾􀁄􀁔􀁉􀀱􀁦􀀦􀁛􀀱 DATE S:-/-o J-I JOBNO ATTENTION RE: fipjf 􀁉􀀭􀀬􀁙􀁩􀁾 􀁾 􀁾􀁉􀁲􀁰􀁾􀁦􀀭 􀀸􀁃􀁕􀀱􀀱􀀿􀁾􀁲􀀢􀁾 GENTLEMAN: WE ARE SENDING
YOU D Shop Drawings D Copy of letter (Attached D Prints D Change order D Under separate cover via the following items: D Plans D Samples D Specifications D _ COPIES DATE NO. D Resubmit
copies for approval D Submit copies for distribution D Return corrected prints THESE ARE TRANSMITTED as checked below: D For approval D Approved as submitted JltfiFor your use D Approved
as noted D As requested D Returned for corrections 􀁄􀁆􀁯􀁲􀁾􀁾􀁥􀁷􀁡􀁮􀁤􀁣􀁯􀁭􀁭􀁥􀁾 D _ D FOR BIDS DUE 19__ D PRINTS RETURNED AFTER LOAN TO US REMARKS _ COpy TO _ SIGNED: _-C.L'-􀁉􀀭k􀁾􀀮􀁊􀁲􀀧􀀭􀁾
􀀺􀀢􀀧􀀺􀀢􀀺􀀧􀁾􀁾􀀭􀀽􀀽􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀂭 If enclosures are not as noted, pleas
ena=---=05/01/2002 WED 13:50 FAX 214 522 6796 Structural Services Inc. e GUNNIN CONSULTING ENGINEERS, INC. 􀁾􀀰􀀰􀀲􀀯􀀰􀀰􀀲 Mailing Address: P. O. Box 820457 DaUas, Texas 75382-0457
Phone 214-528-3796 e-mail: gunningcei@aol.com May 1, 2002 Mr. James C. Pierce, Jr., P.E. Assistant Public Wodes Director Town ofAddison 16801 Westgrove Drive Addison, Texas 75001-9010
Re: Cable Supports for Street Banners Belt Line Road near Quorum Drive Addison, Texas Dear Mr. Pierce: Delivery Address: 3303 Lee Parkway, 818. 325 Dallas, Texas 75219-5109 FAX 214·522-6796
This is to confinn our telephone conversation today regarding our annual observations of the cable supports. It was agreed that we would perform the annual observations for a lump sum
fee of $500.00 each year, and that you would provide a man-lift with operator to facilitate our observations. Please indicate agreement by Town of Addison by an authorized signature
below. Also, please give me a call to schedule our observations itt the next week or so. !fyau have any questions, feel free to call on me. Sincerely, GUNNIN CONSULTING ENGINEERS, INC.
􀁾􀁊􀀧􀁲􀀭􀁊􀀭􀀢􀁾 Bill L. Gunnin, Ph.D., P.E. President Agreed to: By Town ofAddison: 􀀿􀀭􀁬􀀭􀁾􀁾􀁾􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀢􀀧􀀭 Date:
05/01/2002 WED 13:50 FAX 214 522 6796 Structural Services Inc. ( ( 􀁾􀀰􀀰􀀱􀁬􀀰􀀰􀀲 GUNNIN CONSULTING ENGINEERS, INC Mailing Address: P. O. Box 820457 DaUas, Texas 75382-0457 Phone:
214-528-3796 e--mail: gunningcei@aol.com FACSIMILE COVER SHEET DATE: May 1. 2002 TO: Mr. James C. Pierce, Jr.• P.E. Town ofAddison FROM: Bill L. Gunnin JOB NAME: Street Banner Supports
Belt Line near Quorum Drive JOB NUMBER: 389 Delivery Address: 3303 Lee Parkway, Suite 325 Dallas, Texas 75219 FAX: 214·522..(i796 FAX NO: 972-450-2837 TOTAL NUMBER OF PAGES. INCLUDING
THIS SHEET: 2 HARD COpy OF TRANSMISSION TO FOllOW? YES: NO: X PLEASE CALL 214-528-3796 IF COMPLETE TRANSMISSION IS NOT RECEIVED.
Town of Addison 16801 Westgrove Dr. P.O. Box 9010, Addison, Texas 75001-9010 (1lt.I. JIMPIERCE, P.E. Assistant Public Works Director (972) 450-2879 (972) 450-2837 FAX jpierce@ci.addison.tx.us
􀁾􀀨
) INVOICE 􀁎􀁯􀁾􀁬􀁦􀀮􀀵0719 COMPANY , ( Warehouse 3021 PLUTO STREET DALlAS, TEXAS 75212 ' FAX: (214)63t'0259 , E-Mail.-.unionsling@msn.com SHIPPED TO: Same SLI NG SOLD TO: Town . INVOICE
DATE -'1-1>1 § 13 Ok .' ".'SHIPPED 􀁖􀁉􀁁􀂷􀀺􀁲􀀧􀀮􀂷􀂷􀁴􀀢􀂷􀂷􀀺􀀺􀀯􀀧􀀨􀁔􀁅􀀮􀁒􀁍􀁓􀀢􀁾􀂷􀀺􀀨􀀺 Please Pay From o . Invoice 􀁾 No Call. Fo'r 2Y.. ,10 DAYS, "StatementWiil NET 30 Be
Rendered lea. . 3/8"x105'-9t" Bearing nut to bearing nut 7x19 Pref·457.76:. ',457.76 Stainless Steel with flemish loops, G414 Galv. P.S. 􀁾 ..;. thimble & Mod. 3/4"x15" G291 Crosby.Regular
Nut, Eye Bolt with bne nut each end. One each mod., 3/4" '0 'x15" G291 Crosby Regular Nut Eye Bali: with one nut II:. and cllstomers7 /16"I.D. x2' 0"· OA Stainless Steel, 􀁰􀁩􀁰􀁾 in
bite. (Note: ,Upper Assembly)' ' 􀁬􀁥􀁡􀀮􀀳􀀱􀀸􀀢􀁸􀀱􀀰􀀵􀀧􀀭􀀱􀀰􀁾􀀢􀁂􀁥􀁡􀁲􀁩􀁮􀁧 nJ ICto bearing nl W::7x19 Pref.457. 76 stainless steel Ditto Above. #1&2 Reel # 􀀱􀀭􀀰􀀰􀀲􀀹􀀴􀀷􀀸􀁾􀁆
457.76 ' 4ea. 􀀳􀀯􀀸􀀢􀁸􀀲􀁾􀀢 G291 regular nut eye bblt 4.47 16ea. '3/8" G450 Crosby U-Bolt Clips 3.05 4ea. 4ea. 5/16" G450 Crosby U-Bolt Clips 3/8"x10' 7x19 Pref Stainless Steel-:-plain
cutReel # 01-96201-A 2.90 27.76 17 .88 48.80 '11.60 . 111.04 $1104.84 THANK YOU· Tax Exempt -Cert. On File ,. ". jld WARNING -THIS WIRE ROPE IS Nono BE USED IN SCAFFOLDING, CABLE -CLIMBER
OR SKY -CLIMBER APPLICATIONS. WARRANTIES 'ON WIRE ROPE AND/OR ASSEMBLIES APPLIES TO NEW AND UNUSED WIRE ROPE AND/OR ASSEMBLIES, THE RATED CAPACITY MAY DECREASE WITH EACH USE. INSPECT
THE SLING AND/OR WIRE ROPE AND CONSULT INDUSTRY AND OSHA STANDARDS BEFORE EVERY USE. ROPE WHEN CUT TO LENGTH,ACCORDING TO ORDER IS NOT SUBJECT TO RETURN WITHOUT APPROVAL OF SELLER. SLING
ASSEMBLIES WHEN MANUFACTURED TO CUSTOMER SPECIFICATIONS ARE NOT SUBJECTTORETURN WITHOUT APPROVAL OF SELLER.· ORIGINAL INVOICE' ------'--.-..􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀁟.. -_.__􀀮􀀬􀀮􀀬􀀮􀀭􀀭􀀭􀀮􀀭􀁾􀀺􀀭􀀭􀀭
􀀮􀁾 -,
Sent By: STRUCTURAL SERVICES, INC.: 214 522 6796; May-22-1 6:59AM; Page 1/2 ( GUNNIN CONSULTING ENGINEERS, INC Mailing Addrcss: P. O. Box 820457 Dallas, Texas 75382-0457 Phone: 2]4-528-3796
e-mail: gunningcei@aol.com Dolivery Address: 3303 Lee Parkway, Suite 325 Dallas, Texa.$ 75219 FAX: 214-522-6796 FACSIMILE COVER SHEET DATE: May 22, 2001 TO: Mr. James C, Pierce, Jr.,
P.E. Town ofAddison FAX NO: 972-450-2837 FROM: Bill L. Gunnin JOB NAME: Street Banner Supports Belt Line near Quul'Um Drive JOB NUMBER: TOTAL NUMBHR 01" PAGES, INCLUDING TIDS SHEET:
2 HARD COpy OF TRANSMISSION TO FOllOW? YES: x NO: PLEASE CALL 214-528-3796 IF COMPLETE TRANSMISSION IS NOT RECEIVED. Jim -Please 􀁤􀁩􀁾􀁲􀁥􀁧􀁡􀁲􀁤 the previous invoice. The original
ofthis invoice is en route via mail. Thanks, Bill Gunnin
Sent By: STRUCTURAL SERVICES, INC.: ( 214 522 6796; May-22· 1 8:59AM; Page 2/2 GUNNIN CONSULTING ENGINEERS, INC. Mailing Address: P. O. Box. 820457 Dallas, 􀁔􀁾􀁳 153&2-0457 Phone 214-528-3796
e-mail: gunningcei@aolcom 􀁬􀁾􀀺􀀻􀁌􀁌TO . .Town of Addison Mr. James C. Pierce, Jr., P.E. 16801 Westgrove Drive Addison, TX 75001-9010 Delivery Address: 3303 􀁾 Parkway, Ste. 325 Dallas,
Texas 1S2l9-5109 􀁆􀁁􀁘􀀲􀀱􀀴􀀭􀀵􀀲􀀲􀁾􀀷􀀹􀀶 h'· ...-....-. PROJECT . ... 389 Streel 􀁂􀁡􀁮􀁮􀀻􀁾 􀁃􀁾􀁢􀁬􀁥 􀁓􀁕􀁐􀁦􀁬􀁏􀁾 DE;SCRIPTION ... •...... . _---PROFESSIONAL SERVICES 4/12101
THROUGH 5/21/01 Agreed Fee Percent Complete Fee Earned to Date Less Previously Invoiced Fee Due This Invoice SUBTOTAL PROFESSIONAL SERVICES Qrv ooo o RATE 2,000.00 100.00 2.000.00 0.00
2,000.00 􀀮􀁁􀁍􀁏􀁕􀁎􀁾􀂷􀀺􀁬 0.00 0.00 0.00 0.00 2,000.00 2,000.00 􀀮􀁈􀀧􀀭􀀭􀁲􀀮􀁾􀁟 . 􀁾􀁴􀁡􀁬 $2,000.00
05/06/2001 21:53 FAX 2143580545 RONNIE JL WARD &CO lilI 001 I ( ACORD.. CERTIFICATE OF LIABILITY INSURANCE I DATE INN/DDIYV) 05/07/2001 􀁰􀁾􀁯􀁄􀁵􀁥􀁅􀁉􀁬 THIS CERTIFICATE IS ISSUED
AS A MATTER OF INFORMATION RONNIE: J.L. WARD & COMPANY ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND. EXTEND OR PO BOX 7777 ALTER 􀁔􀁈􀁾 COVERAGE
AFFORDED BY THE POLICIES BELOW. DALLAS, TX. 75209 INSURERS AFFORDING COVcRAGE 214-358-5000 INSURED GUNNIN CONSULTING ENGINEERS, INC. INSURF.R A: UNION STANDARD INS. CO. INSURER iii:
PO BOX 820457 INSURERC: DALLAS, TX 75382-0457 INSURER 0: I INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN 􀁉􀁓􀁓􀁕􀁾􀁄TO ,HE INSURED NAMED ABOve FOR THE POLICY
PERIOD INDICATED. NOlWlTHSTANDING ANY FlEQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR 􀁏􀁔􀁈􀁾􀁒 DOCUMENT WITH REspeCT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY 􀁐􀁾􀁒􀀱􀀧􀁁􀁉􀁎􀀮THE
INSURANCE AFFOROED BY THE POLICIES DESCRIBED HEREIN IS SUaJECT TO ALL THI! 􀁔􀁾􀁒􀁍􀁓􀀮 EXCLUSIONS AND CONDITIONS OF SUCH POLIOIES. AGGREGATE LIMITS SMOWN rMY HAVE BEEN ReDuceo BY PAID
􀁃􀁾􀁉􀁍􀁓􀀮 INSR 􀁔􀁖􀁐􀁾 􀁏􀁾 INIURANC& 􀁐􀁏􀁾􀁉􀁃􀁙 NUMBER 􀁐􀁏􀁉􀀮􀀬􀁣􀁲􀀮􀁾􀀡􀀮􀁦􀁾􀁾􀁥􀁔􀁉􀁖􀁅 􀁐􀁧􀁫􀁗􀀬􀁾􀀬􀀺􀀬􀁾􀁴􀁾􀁎 􀁾􀁉􀁍􀁉􀁔􀀹 LTR DATE 􀁃􀁩􀁾􀁎􀁅􀁒􀁁􀁉􀀮 L1ABIUTY EACH
OCCURRENCE $1,000,000 f--􀁾 COMMERCIAL 􀁇􀁅􀁎􀁅􀁁􀁁􀁾 LIAIilILITY FIRE DAMAGEi (Any cne ft,e) S 100,000 􀁾 CLAIMS MADE 00 OCCUR "lED EXP (Anyone Deleon] s 5,000 f--A TP 1750665-22 09-01-00
09-01-01 P.RSONAL & ADV INJURY sl,OOO,OOO e-C:ENERAL AGGREGI\TE sl,OOO,OOO -,EXCLUDED GEN'L 􀁁􀁇􀁲􀀻􀀻􀁒􀁾􀁮 LIMIT APPLIES peR PRODUCTS· GOMP/OP AGe;; Xl POLICY 􀁾􀁾 n LOC -AUTOMOBILE
LJAGIUlY COMBINED SINGLE LIMIT (E.lcc;dtnO s ANI' A\lTO I --ALL OWNED AlJlt)S IlODILY INJURY (Po, pereon) S -SCHlODULEO AUTOS HIRI;OAUTOS flOOILY INJURY ,.--(Per 􀁉􀁴􀁃􀁬􀁤􀁾􀁮􀀨􀁪 S
NOH-OWNED AUTOS ---PROPER"TY 􀁄􀁁􀁍􀁁􀁇􀁾 (Per eccldonl) S GAIlAGE 􀁌􀁉􀁁􀁂􀁉􀁾􀀱􀁔􀁙 l>,UTO ONLY· EA ACCIDENT S RANYA\lTO OTHER THAN -El\ACC S AUTOONI.Y; AtlG S EXC!!S' liAlJlUTY EACH
OCCURRENCE OCCURRENCE $ tJ OCCUR 0 CLAIMS MADE AGGREG"'TE $S RDEDU\;I16i.E: S RETENTION S S WORKERS COMPEN'IITION "NO 􀁬􀁲􀁯􀁾􀀻􀁾􀁾􀁾􀁳 I IUER' £M"LOYERS' UABILITY "l. E.t.CH ACCIDEI'IT
S E.L. DISEASE· EA EMPLOYEE $ E.l. aIIOWE. POLICY LIMIT S OTHeR DESCRIP'rloN OF OPUATIDNIlII.OCA'nONSNEHICLESIEXClUSIONIl ADDEO BY £NDORSEMENT/SPECIAL PROVISIONS CERTIFICATE HOLDER I
IADornONAL 􀁉􀁎􀁳􀁵􀁾􀁥􀁄􀀻 􀁉􀁎􀁓􀁕􀁁􀁾􀁁 LETTER, CANCELLAnON SHOIJLO ANY OF THE ABOVE: DESCRIBED POLICIES BE CANCELLED BEFORE THE EltPIRATION T.OWN OF ADDISON OATli 􀁔􀁈􀁅􀁒􀁅􀁏􀁾􀀮
THE' ISSUING INSURER 􀁗􀀱􀁾􀁌 ENOliAVOR TO MAIL 1..L DAYS WRITTEN ATTN: JAMES c. E'IERCE NOTICE TO THE CER'IFICATE HOLDER NAMEC TO THE LEFT. GUT FAILURE TO 00 SO SHALL PO BOX 9010 /􀁾􀁉􀁎􀁑
QIlLI[JATION OR WAIl/LITY OF "'NI' KINO UPON THE INSURER, ITs "GENU; OR ADDISON, TX. 75001-9010 R£PR ENTATIVEB. 􀁾 r-. 􀁾􀁾􀁅􀁄􀁒􀁅􀁐􀁒􀁅􀁓􀁅􀁩􀁎􀁔􀁁􀁔􀁩􀁖􀁅 1\ .K,un FAX #972-450-2837
􀁾 -,. tm. Nt 11 ., J,N) ACORD %5-S (71971 /U 􀁾 ACORD CORPORATION 1988
ACORDTM CERTIFICATl. JF LIABILITY INSURANG _ I DATE (MM/DDNY) 05/07/2001 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION RONNIE J.L. WARD & COMPANY ONLY AND CONFERS NO
RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR PO BOX 7777 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. DALLAS, TX. 75209 INSURERS AFFORDING COVERAGE
214-358-5000 INSURED GUNNIN CONSULTING ENGINEERS, INC. INSURER A: UNION STANDARD INS. CO. INSURER B: PO BOX 820457 INSURERC: DALLAS, TX 75382-0457 INSURER D: I INSURER E: COVERAGES THE
POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR
OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND
CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE POLICY NUMBER 􀁴􀁩􀁾􀁗􀁙􀁍􀁅􀁾􀁲􀁬􀁾􀁾􀁅 􀁐􀁧􀁫􀁾􀁃􀁅􀁙􀀨􀁾􀁾􀁾􀁴􀁾􀁎
LTR LIMITS 􀁾􀁎􀁅􀁒􀁁􀁌 LIABILITY EACH OCCURRENCE $1,000,000 X COMMERCIAL GENERAL LIABILITY FIRE DAMAGE (Anyone fire) $ 100,000 -tJ CLAIMS MADE 00 OCCUR MED EXP (Anyone person) $ 5,000
-A TP 1750665-22 09-01-00 09-01-01 PERSONAL & ADV INJURY $1,000,000 -GENERAL AGGREGATE d,OOO,OOO -GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS -COMP/OP AGG $EXCLUDED Xl POLICY n j:& n
LOC AUTOMOBILE LIABILITY I -COMBINED SINGLE LIMIT $ ANY AUTO (Ea accident) --ALL OWNED AUTOS BODILY INJURY (Per person) $ SCHEDULED AUTOS --HIRED AUTOS BODILY INJURY (Per accident) $
NON-OWNED AUTOS -'--PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY -EAACCIDENT $ ==] ANY AUTO OTHER THAN EAACC $ AUTO ONLY: AGG $ EXCESS LIABILITY EACH OCCURRENCE $ ==:J
OCCUR D CLAIMS MADE AGGREGATE $$ ==] DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND IWCSTATU-I IOTHI TORY LIMITS ER t'rr,PLOYERS' L1A::lILlTY E.L. EACH ACCiDENT ;; E. L. DISEASE
-EA EMPLOYEE $ E.L. DISEASE -POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONSILOCATIONSNEHICLESIEXCLUSIONS ADDED BY ENDORSEMENTISPECIAL PROVISIONS CERTIFICATE HOLDER I IADDITIONAL INSURED;
INSURER LETTER: CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION TOWN OF ADDISON DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10
DAYS WRITTEN ATTN: JAMES C. PIERCE NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL PO BOX 9010 ,/r::':INO OBLIGATION OR LIABILITY OF ANY KIND UPON THE
INSURER, ITS AGENTS OR ADDISON, TX. 75001-9010 REPR ENTATIVES. f\ 􀁱􀀺􀀨􀀧􀁾􀁅􀁄􀁒􀁅􀁐􀁒􀁅􀁓􀁅􀁎􀁔􀁁􀁔􀁉􀁖􀁅 '1 .K, l n ,FAX #972-450-2837 􀁾 . 􀁴􀁭􀀮􀁍􀁾􀀮􀀮􀀱􀀱􀀮􀀮 . ,)... l/\{) ACORD
25-5 (7/97) I U o ACORD CORPORATION 1988
ACORDTM CERTIFICATt: OF LIABILITY 􀁉􀁎􀁓􀁕􀁒􀁁􀁨􀁾􀁅 I DATE (MM/DDIYY) 05103/2001 PRODUCER McLaughlin Brunson Insurance Agency THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY
AND CONFERS NO RIGHTS UPON THE CERTIFICATE 10925 Estate Lane HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR Suite 250 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Dallas TX
75238 INSURERS AFFORDING COVERAGE INSURED Gunnin Consulting Engineers, Inc. INSURER A:. Design Professionals Insurance Company P. O. Box 820457 INSURERB: Dallas TX 75382 INSURERC: INSURERD:
I INSURERE: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION
OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE POLICY NUMBER 􀁰􀁾􀀮􀁈􀁾􀁾􀁲􀁩􀁾􀁾􀁧􀀸􀁾􀁲 􀁐􀁧􀁾􀀮􀁦􀁬􀀬􀁾􀁲􀁘􀁾􀁾􀁎
LTR LIMITS 􀁾􀁎􀁅􀁒􀁁􀁌 LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY FIRE DAMAGE (Anyone fire) $ f--oCLAIMS MADE D OCCUR 1----MED EXP (Anyone person) $ f--PERSONAL & ADV
INJURY $ GENERAL AGGREGATE $ f--GEN'L AGGREGATE LIMIT APPLIES PER: 􀁐􀁒􀁏􀁄􀁕􀁃􀁔􀁓􀀭􀁃􀁏􀁍􀁾􀁏􀁐􀁁􀁇􀁇 $ n POLICYn 􀁾􀁾􀁒􀁔 n LOC 􀁾􀁔􀁏􀁍􀁏􀁂􀁉􀁌􀁅 LIABILITY COMBINED SINGLE LIMIT
$ ANY AUTO (Ea accident) f--ALL OWNED AUTOS BODILY INJURY f--$ SCHEDULED AUTOS (Per person) f--HIRED AUTOS BODILY INJURY f--$ NON-OWNED AUTOS (Per accident) f---PROPERTY DAMAGE (Per
accident) $ GARAGE LIABILITY AUTO ONLY -EA ACCIDENT $ 􀁾􀀧􀁁􀁎􀁙􀁁􀁕􀁔􀁏 OTHER THAN EAACC $ AUTO ONLY: AGG $ EXCESS LIABILITY EACH OCCURRENCE $ ::=J OCCUR D CLAIMS MADE AGGREGATE $$
=1 DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND I T"Xg.$'T􀀺􀁕􀀬􀁾􀀡􀀺􀀺 I 􀁉􀁏􀁊􀁾􀀭 I EMPLOYERS' LIABILITY E.L. EACH ACCIDENT $ E.L. DISEASE -EA EMPLOYEE $ E.L. DISEASE -POLICY
LIMIT $ A OTHERProfessional Liab. PL5l7675 01110/1999 01110/2002 $500,000 Per Claim 1Aggregate DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS
The claims made professional liability coverage is the total aggregate limit for all claims presented within the annual policy period and is subject to a deductible. Reference Job: Addison
Banner Cable Support CERTIFICATE HOLDER I I ADDITIONAL INSURED; INSURER LETTER: CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Town of Addison
DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 􀁾 DAYS WRITTEN Attn: James C. Pierce, Jr. P.E NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL
P.O. Box 9010 IMPOSE NO OBLIGATION OR 􀁌􀁉􀁁􀁂􀀯􀁁􀁾􀁐􀁏􀁎 T't 􀁉􀁎􀁓􀁾AGENTS OR REPRESENTATIVES. I 􀁁􀀮􀁾 A I. J Addison TX 75001-9010 AUTHORIZED REPRESENTATIVE -(/IIY',... y' y 􀀬􀁾
I ACORD 25-5 (7/97) © ACORD CORPORATION 1988
1-800 -942 -9255 􀁴􀁢􀂷􀁾 ..H"r:tf:-fo \) 40 ' \ \ (P \S' S . EJ CJc>O " 5h􀁾􀁾 􀁾 􀁾􀁢􀁩􀀧􀁊􀁬􀀵 •••••• HAlFFASSOCIATES, INC. ••• EngineerseArcbitectsePlanners 􀂷􀁣􀁊􀁁􀁾 􀁾􀁲􀀺􀀭􀁾􀀬
'2-£ 􀁾􀀭􀀭􀁾􀀳􀀱􀀮􀀭 􀁾􀁾􀀵􀀱
--\ uz..... R.vl.lon.: 􀁾􀁾OU) t< :J)( cnw 􀁾􀁉􀀭 wZ zZ' <me0n Ze 0 0' B< c -<B.EVATION DETALS CiIMARL NOm seA L E: AS SHOi"lN , CAT E : 041:"0101 3/4" x 15" G291 CROSBY REGULAR EYEBOLT
-FABRICATOR THREAD FUll lENGTH OF SHANK G450 CROSBY HEAVY DUTY FORGED WIRE ROPE CLIPS 􀁾􀁥􀁾􀁩􀁾􀁾 \V'j, WOOD POLE -APPROX. 12" DIA. @BASE NOT TO SCALE DETAIL B 7/16" ,ID STAINLESS STEEL
-PIPE x 2'-0". REMOVE BURRS FROM INSIDE @ENDS. GENERAL NOTES: 1. STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE TOWN OF ADDISON BUILDING CODE. 2. EXISTING CONSTRUCTION INFORMATION
IS PROVIDED FOR THE CONTRACTOR'S CONVENIENCE ONLY. CONTRACTOR SHAll VERIFY ACTUAL CONDITIONS IN THE FIELD. 3. CONTRACTOR SHAll VERIFY All EXISTING JOB SITE DIMENSIONS AND CONDITIONS
AND SHAll NOTIFY THE ENGINEER IN WRITING OF ANY INCONSISTENCIES BETWEEN THE DRAWINGS AND EXISTING CONDITIONS PRIOR TO FABRICATION OF MATERIAL OR CONSTRUCTI ON. 4. CONTRACTOR SHAll SUBMIT
THREE COPIES OF SHOP DRAWINGS FOR REVIEW BY ENGINEER. BEFORE SUBMITTING THEM, ' , ,CONTRACTOR SHALL REVIEW SHOP DRAWINGS FOR COMPLIANCE, AND COORDINATION WlTHREQLlIREMENTS OF THE WORK
AND THE CONTRACT DOCUMENTS, AND SHAll SO INDICATE BY APPLICATION OF HIS STAMP. SHOP DRAWINGS SHAll NOT BE REPRODUCllONS OF CONTRACT DOCUMENTS. 5. WIRE SHAll BE 3/8" DIAM., 7 X 19, PREFORMED
STAINLESS STEEL WIRE. 6. WELDING OF STRUCTURAL STEEL SHAll CONFORM TO AWS D.1.1. USE E70XX ELECTRODES FOR FIELD AND SHOP WELDS. 7. STRUCTURAL STEEL ROLLED SHAPES AND PLATES SHAll CONFORM
TO ASTM A36. 8. PAINT STEEL ELEMENTS THAT ARE NOT GALVANIZED OR STAINLESS, --AND PAINT FIELD WELDS ON GALVANIZED ELEMENTS, WITH PAINT CONFORMING TO TI-P-641. DOUBLE NUT ---1/4" x 3"
X 3" STEEL WASHER EACH FACE DETAIL A G450 CROSBY HEAVY DUTY FORGED WIRE ROPE CLIPS SWAGE MECH'L SPLICE APPROX. 65' !' CROSBY G414 EXTRA HEAVY WIRE ROPE THIMBLE 3/4" x 15" G291 CROSBY
REGULAR EYEBOLT -FABRICATOR: TO THREAD FUll lENGTH OF SHANK .'\ ) ! ADD'l lOOSE lENGTH OF 3/8", WIRE AROUND POLE AND THROUGH EYEBOLT WEST BOUND DETAil B EAST BOUND 􀁾􀀭 ACTUAL DIM'S
TO BE PROVIDED, ' BY TOWN OF ADDISON 􀀭􀁾 2'-7" 17'-11" MINIMUM APPROX. 35' WEST ELEVATION OF BANNER SUPPORT CABLES NOT TO SCALE DETAil A ,_. NOT TO SCALE lENGTH AVAllABlE---, FOR TIGHTENING
DETAIL A STEEL UTILITY POLE APPROX. 14" DIA. @BASE NEW 8" x 8" HAND HOlE-------WITH ACCESS DOOR 3/8" x 2 1/2" CROSBY G291 􀁒􀁅􀁇􀁕􀁬􀁁􀁒􀁟􀁾 EYEBOLT. DOUBLE NUT INSIDE & OUT 1/4" x 3"
x 3" CURVED WASHER--""-:::::;---1/4" x 3" x 3" CURVED WASHER ---􀁾
,Steve Chutchian From: Sent: To: Cc: Subject: Michael Murphy Wednesday, May 02, 2001 3:36 PM Chris Terry; Ron Whitehead; Barbara Kovacevich; Lea Dunn; Bob Phillips Jim Pierce; Robin
Jones; Steve Chutchian FW: Belt Line Banners We have agreed to a final design on the banner structure. we are now working with Durable Construction on fabricating the modifications to
the poles on Belt Line. They should let us know sometime tomorrow (Thursday May 3rd) when they can get on this project and how long it will take. Obviously we are pushing them to expedite.
As far as temporary banner poles spanning Belt Line, anything we erect will leave us in the same predicament we are currently in with the existing banner poles. Also, we would contract
with the same company (Durable Construction) to install the temporary poles. My recommendation is for us to continue with the pole modifications as planned and in the interim come up
with something other than banners to promote the Taste event on Belt Line, Le. electronic message boards, bill boards or some type of median signs (we have the capabilities to create
small signs that could be used) and we also have a lighted message board. I will let eveyone know how long it will take to make the necessary modifications as soon as the information
is avaiable. Call with any questions. Mike 􀁍􀁾􀁣􀁉􀁲􀁬􀁃􀁬􀁥􀁌 5. Murplrll::l, 'P.5. t::>Lrector of 'PubLLC WorR.s. Towll\o of ActctLS011\0 072)Jf-50-2g7g -----Original Message-----From:
Barbara Kovacevich sent: Tuesday, May 01,20016:33 PM To: Michael Murphy Cc: Robin Jones; Bob Phillips; Lea Dunn SUbject: Belt Une Banners Mike: I met with Ron W. and Lea D. this morning
and we talked about the event banners on Belt Line Road. They want to discuss the possibility of proceeding with erecting two temporary poles (banners each direction) on Belt Line between
Quorum Drive and Addison Road (where the road hasn't been expanded) until the new poles are confirmed. Please call Ron and Lea to discuss. I would like to put up the Taste Addison banners
as early as possible next week. Let me know what I need to.... Barbara Kovacevich Special Event Manager Town of Addison 972-450-6221 Check out our new website http://www.addisontexas.net
2001 Event Calendar: North Texas Jazz Festival: April 3-8 1
Taste ,Addison: May 19-20 ,·Addison Kaboom Town!: July 3 Addison Oktoberfest: September 20-23 2
Sent By: STRUCTURAL SERVICES, INC.: 214 522 6796; May-1 -01 : 18PM; Page 1/2 GUNNIN CONSULTING ENGINEERS, INC Mailing Address: P. O. Box 820457 Dallas, Texas 􀀷􀀵􀀳􀀸􀀲􀁾􀀰􀀴􀀵􀀷 Phone:
214-528·3796 e-mail: gunningcei@aol.com 􀁆􀁁􀁃􀁓􀁾􀁅􀁃􀁏􀁖􀁅􀁒􀁓􀁈􀁅􀁅􀁔 DATE: May 1, 2001 TO: Mr. James C. Pierce, Jr., P.E. Town of Addison FROM: Bill L. GulUlin JOB NAME: Street Banner
Supports Belt Line near Quorum Drive JOB NUMBER: DeliveIY Address: 3303 Lee Parkway, Suite 325 Dallas) Texas 752J9 FAX: 2) 4-522-6796 FAX NO: 972-450-2837 TOTAL NUMBER OF PAGES, INCLUDING
TIDS SHEET: 2 HARD COpy OF TRANSMISSION TO FOLLOW? YES: X NO: PLEASE CALL 214-528-3796 IF COMPLETE TRANSMISSION IS NOT RECEIVED. CltAxlf-S lM\ 􀁄􀁾11 11/5 2L iJ(Jj jY/S/ln1 Co: J J;L/-637-2bS;
[)-(f--SI Y17/􀁾 /.rvl.
Sent By: STRUCTURAL SERVICES, INC.: 214 522 6796; May-l-016:18PM; )I Page 2/2 GUNNIN CONSULTING ENGINEERS, INC. Mailing 􀁁􀁤􀁤􀁲􀁥􀁳􀁳􀁾 P. O. Box. 820457 Dallas, Texas 􀀷􀁾􀀳􀁧􀀲􀀭􀁯􀀴􀀵􀀷
Phooe 214-528-3796 e-mail: gunningcei@aol.com ",00__.,.·_-" __,__ BILL TO Town of Addison Mr. James C. Pierce, Jr., P.E. 16601 Westgrove OrNe Addison. TX 75001.9010 IL..__.. " -__.,---Delivery
Address: 3303 Lee Parkway, Ste. 325 Dallas, 􀁔􀁾􀁳 75219-5109 FAX 214-522-6796 r---._." "--, '''-_.' 􀀭􀁾􀀮 PROJECT [. 􀂷􀀳􀀸􀀹􀁾􀀬􀀮􀁥􀁴􀁂􀁬􀁉􀀮􀁾􀁾􀀮􀁲􀁳c.,;. 􀁓􀁕􀁐􀁾􀁾 ooao 􀁾􀁏􀁆􀁅􀁓􀀤􀁉􀁏􀁎􀁁􀁌
􀁓􀁅􀁒􀁾􀁾􀁾􀀻􀀺􀀺􀀺􀁏􀁉 􀁔􀁾􀁾􀁏􀁵􀁾􀁉􀂷 􀁑􀁾􀁉 4/30/01 Agreed Fee Percent Complete Fee Earned to Date Less Previously Invoiced Fee Due This Invoice SUBTOTAL PROFESSIONAL SERViCeS RATE
2,000.00 9D.00 1,800.00 0.00 1,800.00 ....---;-.. "I 􀁎􀀮􀀴􀀰􀁕􀁎􀁾 0.00 0.00 0.00 0.00 1,800.00 1,800.00 +';ota-...,-_. .. 􀂷􀁓􀀱􀂷􀀭􀀬􀀸􀀰􀀭􀀰􀀮􀀭􀀰􀁾 I L." ._....._ ...._." ..__...
' ..:.=....J
GUNNIN CONSULTING ENGINEERS, INC. Mailing Address: P. O. Box 820457 Dallas, Texas 75382-0457 Phone 214-528-3796 e-mail: gunningcei@ao1.com April 30, 2001 Mr. James C. Pierce, Jr., P.E.
Assistant Public Works Director Town ofAddison 16801 Westgrove Drive Addison, Texas 75001-9010 Re: Cable Supports for Street Banners Belt Line Road near Quorum Drive Addison, Texas Dear
Mr. Pierce: Delivery Address: 3303 Lee Parkway, Ste. 325 Dallas, Texas 75219-5109 FAX 214-522-6796 We are transmitting herewith two prints of Sheet S.OI, the structural design drawing
for the banner supports. The drawing is dated April 30, 2001, bears my professional seal, and is issued for construction. As we discussed on the phone today, we recommend that the cables
not be over-tightened. The resulting horizontal loads at the top of the poles could cause small rotations of the foundations. (Study of the poles and their foundations was not included
among the services we were asked to provide on this project.) The resulting rotations ofthe foundations might cause additional sag in the cables. Ifyou have any questions, feel free
to call on us. Sincerely, GUNNIN CONSULTING ENGINEERS, INC. 􀁾􀁤 Bill L. Gunnin, Ph.
ElEVATlON DETAI.S CBEARL NOTES BCALE: 􀁁􀁓􀁾 . 0 ATE: 041:'0101 3/4" x 15" G291 CROSBY REGULAR EYEBOLT -FABRICATOR THREAD FULL LENGTH OF SHANK G450 CROSBY HEAVY DUTY FORGED WIRE ROPE
CLIPS\ WOOD POLE -APPRO," ') 12" DIA. @BASE ) NOT TO SCALE DETAIL B 7/16" ID STAINLESS STEEL PIPE x 2'-0". REMOVE BURRS FROM INSIDE @ENDS. GENERAL NOTES: 1. STRUCTURE HAS BEEN DESIGNED
IN ACCORDANCE WITH THE TOWN OF ADDISON BUILDING CODE. 2. EXISTING CONSTRUCTION INFORMATION ISPROVIDED FOR THE CONTRACTOR'S CONVENIENCE ONLY. CONTRACTOR SHALL VERIFY ACTUAL CONDITIONS IN THE FIELD. 3. CONTRACTOR SHALL VERIFY ALL EXISTING JOB SITE DIMENSIONS AND CONDITIONS AND
SHALL NOTIFY THE ENGINEER IN WRITING OF ANY INCONSISTENCIES BETWEEN THE DRAWINGS AND EXISTING CONDITIONS PRIOR TO FABRICATION OF MATERIAL OR CONSTRUCTION. 4. CONTRACTOR SHALL SUBMIT
THREE COPIES OF SHOP DRAWINGS FOR REVIEW BY ENGINEER. BEFORE SUBMITTING THEM, CONTRACTOR SHALL REVIEW SHOP DRAWINGS FOR COMPLIANCE AND COORDINA1l0N WITH REQUIREMENTS OF THE WORK AND
THE CONTRACT DOCUMENTS, AND SHALL SO INDICATE BY APPLICATION OF HIS STAMP. SHOP DRAWINGS SHALL NOT BE REPRODUCTIONS OF CONTRACT DOCUMENTS. 5. WIRE SHALL BE 3/8" DIAM., 7 X 19, PREFORMED
STAINLESS STEEL WIRE. 6. WELDING OF STRUCTURAL STEEL SHALL CONFORM TO AWS D.1.1. USE E70XX ELECTRODES FOR FIELD AND SHOP WELDS. 7. STRUCTURAL STEEL ROLLED SHAPES AND PLATES SHALL CONFORM
TO ASTM A36. 8. PAINT STEEL ELEMENTS THAT ARE NOT GALVANIZED OR STAINLESS,'" AND PAINT FIELD WELDS ON GALVANIZED ELEMENTS, WITH PAINT CONFORMING TO TT-P-641. DOUBLE NUT ---1/4" x 3"
X 3" STEEL WASHER EACH FACE DETAIL A-' G450 CROSBY HEAVY DUTY FORGED WIRE ROPE CLIPS SWAGE MECH'L SPLICE APPROX. 65' ADD'L LOOSE LENGTH OF 3/8" WIRE AROUND POLE AND THROUGH EYEBOLT CROSBY
G414 EXTRA HEAVY WIRE ROPE THIMBLE 3/4" x 15" G291 CROSBY REGULAR EYEBOLT -FABRICATOR TO THREAD FULL LENGTH OF SHANK WEST BOUND DETAIL B EAST BOUND 2'-7"..-----ACTUAL DIM'S TO BE PROVIDED
BY TOWN OF ADDISON ----,. 17'-11" MINIMUM APPROX. 35' WEST ELEVATION OF BANNER SUPPORT CABLES NOT TO SCALE DETAIL A ·' .) ./NOT TO SCALE LENGTH AVAILABLE--l FOR TIGHTENING DETAIL A STEEL
UTILITY POLE APPROX. 14" DIA. @BASE NEW 8" x 8" HAND HOLE------....-. WITH ACCESS DOOR 1/4" X 3" x 3" CURVED WASHER --....-:'-::::;.---3/8" x 2 1/2" CROSBY G291 􀁒􀁅􀁇􀁕􀁌􀁁􀁒􀁟􀁾 EYEBOLT.
DOUBLE NUT INSIDE & OUT 1/4" X 3" x 3" CURVED WASHER 􀀭􀀭􀀭􀁟􀁾
. TOWN OF ') ADDIsoN To: Btl ( ttl{ Y\ rH'Y\ Company: CIAV\ VlI:i:J 􀁏􀁮􀀧􀁪􀀭􀁾 FAX #: :kl Lf-􀀵􀁾􀁌􀀮􀀮􀀭􀁦􀁥􀁊 If" Date: tf -('3 -6) ( # of pages (including cover): .3 ) PUBLIC WORKS
i From: Jim Pierce, P.E. Asst. Public Wks. Dir. Phone: 972/450-2879 FAX: 972/450-2837 .j pierce@ci.addison.tx.us 16801 Westgrove P.O.Box 9010 Addison, TX 75001-9010 o Original in mail
o Per your request o FYI o Call me Comments:--------------------
Sent Br:, STRUCTURAL SERVICES, INC.;) 214 522 6796; Apr-12 -01 c 3:33PM; :0 Page 2/3 GUNNIN CONSULTING ENGINEERS, INC. Mailins Address: P. O. Box 820457 Dallas. Texas 75382-0457 Phone
214-528-3796 e-mail: gunningcei@aol.com April 12, 2001 Mr. James C. Pierce, Jr., PoE. Assistant Public Works Director Town of Addison 16801 Westsrove Drive Addison, Texas 75001-9010
Re: Cable Supports for Street Banners Beh Line Road near Quorum Drive Addison, Texas Dear Mr. Pierce: Delivery Address: 3303 Lee Parkway, Ste. 325 Dallas, Teus 75219-5109 FAX 􀀲􀀱􀀴􀀭􀀵􀀲􀀲􀁾􀀷􀀹􀀶
We are pleased to submit tlUs proposal to provide consulting structural engineering services for the referenced project. The project C0l1i1h11S of replacement cables, along with connections
ofthe cables to existing poles. Our services will consist ofthe following: Preparation ofstructural calculations for the cables and their connections to the poles Preparation of contract
drawings and project specifications tor the structural portion of the work Review Review of structural shop drawings or manufacturel"s data sheets, if applicable, to detennine general
confonnance with the design concept of the project and for general complianoe with infonnation indicated in the structural contract documents One or more visits to the project site to
obsetVe the progress of the structural construction, with written reports of such visits. These services would be perfonned in conjunction with a materials testing and inspection agency,
if appropriate, We will perfonn these services using the Town of Addison Street Banner Specifications and =:WafOYOU, aveprovided ate 4/,-,,101-bYfjd;,fL, 􀁾 date" 11'7'/0( Gunnin Consulting
􀁾0 Engineers. rnc.
Sent By: STRUCTURAL SERVICES, INC.; ) Mr. Pierce April 12, 200 I Page two 214 522 6796j Apr-12·01 3:33PM; Page 3/3 It is agreed that, at your request, we will not review the design of
the poles. It is also agreed that our services do not include the street banners nor their eOMeotions to the cables designed by us. It is also agreed that before each annual anniversary
of the completion of construction of the cables, our finn will be retained, and paid in accordance with the schedule indicated below, to visit the project site to observe the cables
and their coMections, and to recommend remedial construction, if appropriate. We propose to provide these services in accordance with the following fee schedule: InitiaJ design, preparation
of construction documents, review of submittals, ud visit(s) to the project site during the original construction. $2,000.00 (two thousand dollars). On or before each annuaJ anniversary
of completion of construction, our visit to the project site to observe the cables and their coMections, with a written report· $1,000.00 (one thousand dollars) each year. If the Town
of Addison does not agree to pay for our annual vi.sit at a given annual anniversary, or if th.e Town of Addison declines to construct remedial construction that we recommend within
one month of our recommendation, our liability for OUf consulting structural engineering services relative to the project ceases from tltat time forward. If this proposal is acceptable,
please indicate acceptance by an authorized signature below and return a copy to this office. We look forward to working with you on this project. Sincerely, 􀁾􀁪􀁲􀁇􀁅􀁎􀁇􀁾􀁅􀁒􀁓􀀮􀁭􀁣
Bill L. Gunnin, Ph.D., P.E. President AGREED AND ACCEPTED: 􀁂􀁹􀀺􀀦􀁌􀁦􀀮􀁾 Town or Addison . Date: 􀁟􀀴􀀲􀁟􀀿􀁟􀀯􀁾􀀨􀀩_(__
Sent By: STRUCTURAL SERVICES, INC .;__ '. . '. \ f. . ".,,' ,) 214 522 6796; Apr--12-0L.3:33PM; ) Page 1 GUNNIN CONSULTING ENGINEERS, INC Mailing Address: P. O. Box 820457 Dallas. Texas
75382-0457 Phone: 214-528-3196 o-maiJ: gunningcei@aol.com FACSIMILE COVER SHEET DATE: April 12.2001 TO: Mr. James C. Pierce, Jr., P.E. Town of Addison FROM: Bill L. Gunllm JOB NAME:
Street Banner Supports Belt Line near Quorum Drive JOB NUMBER: Delivery Address: 3303 Lee Parkway, Suite 325 Dallas, Texas 75219 FAX: 214-522-6796 FAX NO: 972-450-2837 TOTAL NUMBER OF
PAGES, INCLUDING TIDS SHEET: 3 HARD COPY OF TRANSMISSION TO FOLLOW? YES: X NO: PLEASE CALL 214-528-3796 IF COMPLETE TRANSMISSION IS NOT RECEIVED. Please return an eKccuted copy via FAX.
We look forward to working with you. 􀀧􀀭􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀁾 ...-
Reedcou, Inc. 2801 􀁒􀁥􀁾􀀭􀁡􀁊 Road, Suite 1[}j Plau(), 􀁔􀁥􀁸􀁡􀀮􀁾 75075 (972.) .596·2852 (972) 596·7493 Fa.'\; Apr-IO-Ol 08:33A 􀁒􀁥􀁥􀁤􀁣􀀰􀁾􀀬 /April ]0, 2001 Town of Addison Attn:
Jim Pierce 16801 Wcstgrove Drive Addison, Texas 75001 Dear Jim: Inc. 972 506 7493 . \,I ./--_ 􀁾􀁾􀁟 􀁟􀀭􀁾􀀭􀁟 _..__ 􀁟􀀮􀁟􀀭􀁾􀀭􀁟. Re: Structural Evaluation &Recommendations Event
Sign Support Cables Beltline Road Addison, Texas P.OI We propm.;e to furnish you Engineering Services thr the stmctutal evaluation and recommendations for the event sign support cables
located on Be1tline Road between Inwood Road and the Dallas North Tollway_ \Ve understand the requested sen:ices win include the prcpardtiol1 ofa report describing the existing conditions
and any rCL'Ommendulions. OUf fee fo1' these services will be $850.00. Required additional services authorized by you will be billed hourly ala rate of:£100.00 pel' hour. Please call
ifyou twve any questions. 􀁾􀁑􀁾 Stilll Reedt P.L Vice President Consu.lting Engineer:> Accepted Accepted by: ----_..... _-_ .. _.........
PUBLIC WORKS DEPARTMENT (972) 450-2871 􀁾􀁏􀁩􀀧􀁾􀀧􀁾􀁾􀁾􀀡􀁬􀁾􀀡􀀡􀀡􀀡􀀡􀀡􀀡􀀡􀀻􀁩􀁬􀁬􀁾􀀡􀀡􀀡􀀡􀁉􀂥􀀡􀀡􀀡􀀡􀀡􀁫􀀢􀀢􀀧􀀡􀀡􀀬􀀡􀂮 Post Office Box 9010 Addison. Texas 75001-9010 April
9, 2001 Mr. A. Cecil Jones, P.E. Vice President Neel-Schaffer, Inc. 5004 Fifth Avenue, South Birmingham, Alabama 35212 Re: Special Events Banner Support Pole On Belt Line Road Dear Mr.
Jones: 16801 Westgrove Our staifis in receipt ofyour amended proposal for engineering services related to the design ofthe Special Events Banner Support Pole improvements. Your firm's
effort in providing the Town ofAddison with the requested scope ofservices is appreciated. However, after two attempts to negotiate the proposed engineering fee with our Public Works
Department, the total cost submitted by your firm remains higher than projected by our staff for this project. As a result, we will be unable to engage the services ofyour firm for the
design ofthe Special Events Banner Support Pole improvements. Thank you for your response to our request for a proposal for engineering services. We· appreciate the time and effort you
took in this endeavor. Sincerely, Steven Z. Chutchian, P.E. Assistant City Engineer Cc: Chris Terry, Assistant City Manager Michael Murphy, Director ofPublic Works Jim Pierce, Assistant
Director ofPublic Works
Sent By: STRUCTURAL SERVICES, INC.; .. , ) 214 522 6796; Apr-9-0111:10AM; . .'\) Page 1 GUNNIN CONSULTING ENGINEERS, INC '.' Mailing Address: P. O. Box 820457 Dallas, Texas 75382-0457
Phone: 􀀲􀀱􀀴􀀭􀁾􀀲􀀸􀂷􀀳􀀷􀀹􀀶 o--mai): gunningcei@aol,com FACSIMILE COVER SREET DATE: April 9,2001 TO: Mr. James C. Pierce, lr., P.E. Town ofAddison FROM: BilIL. Gunnin JOB NAME: Street
Banner Suppons Belt Line near Quorum Drive JOB NUMBER: Delivery Address; 3303 Lee Parkway, Suite 325 Dallas, Texas 75219 FAX: 214-522-6196 ¥AX NO: 972-450-2837 TOTAL NUMBER. OF PAGES,
INCLUDING TIllS SHEET: 7 HARD COpy OF TRANSMISSION TO FOLLOW? YES: x NO: PLEASE CALL 214-528-3796 IF COMPLETE TRANSMISSION IS NOT RECEIVED. Mr. Pierce-The original is being put in today's
mail. If you need it sooner, let me know and we will have it delivered to you. My resume is included, but 1did not include lengthy lists of representative projects. If you would like,
I will be glad to send them. Ifyou have any questions, feel fTee to call me. Thanks, 􀁾
Sent By: STRUCTURAL SERVICES, INC. .,) 214 522 6796; Apr-9· 01 11: lOAM; ') Page 2 GUNN.IN CONSULTING ENGINEERS, INC. Mailing Address; P. o. Box 320457 Dallas, Texas 75382-0457 Phone
2J4· 528·3796 e-maIl: gunningcei@aol.oom April 9.2001 Mr. James C. Pierce, Jr., P.E. Assistant Public Works Director Town of Addison 16801 Westgrove Drive Addison. Texas 75001-9010 Dear
Mr. Pierce: Delivery Address: 3303 Lee Parkway, Ste. 325 Dallas, 􀁔􀁥􀁸􀁡􀁾 7521()·5109 FAX 214-522-6196 We appreciate the opportunity to express our interest in providing consulting
structural engineering services for the Town of Addison. Thank you for meeting me last Thursday at Belt Line Road near Quorum Drive to discuss the scope ofthe desired services. We understand
that the services relate to the cable supports for the Banner Hardware, along with the connections of Lhe cables to the existing poles. Generally, our services would include the following:
Preparation ofstructural calculations for the cables and their connections to the poles Preparation of contract drawings and project specifications tor the structural portion of the
work Review of structural shop drawings or manutacturer's data sheets to determine general conformance with the design concept of the project and for general compliance with information
indicated in the structural contract documents One or more vi.!liU to the project site to observe the progress of the structural construction, with written reports of such visits. These
servi(lC13 would be performed in conjunction with a materials testing and inspection agency. if appropriate. We would perform these services using the Town of Addi!\on Street Banner
Specifications and Bannel' Hardware you have provided.
Sent By: STRUCTURAL SERVICES, INC. j.,\) Mr. Pierce April 9, 200 I Page two 214 522 6796j Apr-9·01 11 :10AMj .' \) Page 3 Enclosed please find a copy ofmy resume. If there is additional
infonnation you need, please feel free to call me. Sincerely, GUNNIN CONSULTING ENGINEERS, INC. Bill L. Guonin, Ph.D., P.E. Enclosure: Resume
Sent By: STRUCTURAL SERVICES, INC.; .) 214 522 6796j Apr-9-01 11 :10AMj ) Page 4 GUNNIN CONSULTING ENGINEERS, INC. Mailing Address: P. O. Box 820457 Dallas, Texas 75382-0457 Phone: (214)
528-3796 Email: gunningcei@aol.com Bill L. Gunnin, Ph.D., P.E. Education: January, 1970 January. 1967 May, 1965 Professional Experience: July, 1992 to Present October, 1979 to February,
1999 October, 1979 to JulyI 1992 October, 1972 to October, 1979 September, 1971 to May. 1972 March. 1971 to September. 1972 Delillery Address: 3303 Lee Parkway, Suite 325 Dallas, Texas
75219-5143 Fax; (214) 522-6796 Doctor of Philosophy (Civil Engineering) The University of Texas at Austin Master of Science in Civil Engineering The University of Texas at Austin Bachelor
of Science in Civil Engineering Texas Tech University, Lubbock. Texas President Gunnin Consulting Engineers. Inc. Dallas. Texas Principal Campbell &Associates Consulting Engineers, Inc.
(Formerly 􀁇􀁵􀁮􀁮􀁩􀁮􀁾􀁃􀁡􀁭􀁰􀁢􀁥􀁬􀁬 Consulting Engineers, Inc.) Dallas, Texas Executive Vice President Gunnin-Campbell Consulting Engineers, Inc. Dallas, Texas Vice President Ellisor
and Tanner, Inc. Dallas,Texas LecturerNisiting Industrial Professor Department of Civil Engineering Southern Methodist University Dallas, Texas Senior Structural Engineer Ellisor and
Tanner, Inc. Dallas, Texas
Bent By: STRUCTURAL SERVICES, INC.; ) GUNNIN Page 2 214 522 6796; Apr· 9 -0111 : 11 AM; 􀁾􀀮􀀩 Page 517 June. 1970 to February, 1971 January, 1970 to May, 1970 Professional Organizations:
Senior Structural Engineer Ellisor Engineers, Inc. Houston, Texas Instructor Department of Civil Engineering The University of Texas at Austin American Society of Civil Engineers (Member)
American Concrete Institute Consulting Engineers Council Structural Engineers Association of Texas (Charter Member) Professional Activities: Department of Civil Engineering, The University
of Texas at Austin Member of Departmental Visiting Committee, 1986-1989 Structural Engineers Association of Texas Director, North Central Texas Chapter. 1989-1990 Director, State Organization,
1991 Member of Committee on Professional Practice, 1986-Present Chainnan of Committee on Professional Practice, 1987-1989 Mamber of Committee on Specialty Registration, 1991-1992 Structural
Group, Texas Section, American Society of Civil Engineers Secretary, 1979-1980 Chairman, 1980·1961 Prestressed Concrete Institute Member of "Blue-Ribbon" Committee to review the Second
Edition of the PCI Design Handbook, May 1978 Northeast Texas Chapter, American Concrete Institute Director, 1975-1977 Secretary·Treasurer, 1977-1978 Vice President, 1978-1979. 1980-1981
President, 1979-1980 Professional Registration: Arizona California Colorado Indiana Louisiana New Mexico North Carolina Ohio Oklahoma Texas
sent By: STRUCTURAL SERVICES, INC.; ..) GUNNIN Page 3 Publications: 214 522 6796; Apr.9·0111:11AMj 'IJ Page 617 "Market Tower -Indianapolis. Indiana," Bill L. Gunnin, Concrete International:
Design and Construction, January 1989, "Mathematical Modeling of General Nonlinear Response of Structures," Bill l. Gunnin, Franz N. Rad, and Richard W. Furlong, International Conference
on Mathematical Modeling, August 1977. "Structural Design and Analysis of Atlanta Centre, Ltd.." Stephen J. Campbell and Bill L. Gunnin, Proceedings. National Structural Engineering
Conference, August 1976. "The First International Building in Dallas, Texas (USA)," Bill L. Gunnin, Acier Stahl Steel, March 1976. "A General Nonlinear Analysis of Concrete Structures
and Comparison with Frame Tests," Bill L Gunnin, Franz N. Rad, and Richard W. Furlong, Proceedings. Second National Symposium on Computerized Structural Analysis and Design, March 1976.
CCNonlinear Analysis of Truss Frames," B. L. Gunnin and R.W. Furlong, Advances in Astronautical Sciences, Vol. 24, 1967. Professionsl Presentations: "Market Tower. Indianapolis, Indiana,"
Bill L. Gunnin, presented to the North Central Texas Chapter of the Structural Engineers Association of Texas, May 26, 1992. MMarket Tower, Indianapolis, Indiana" Bill L. Gunnin, presented
at the Annual Meeting and Awards Program of the Indiana Chapter, American Concrete Institute, May 23, 1989. 􀁾􀁌􀁡􀁳 Colinas Equestrian Center," Bill l. Gunnin, presented at the Texas
Section, American Society of Civil Engineers, Spring 1983. "Extruded Precast Concrete Panels for a Housing Project in Abu Dhabi, United Arab Emirates," Bill L. Gunnin, presented at the
Texas Section, American Society of Civil Engineers, Fall 197B. "Structural Steel Frames -Concept, Design, Fabrication," panel with Roy Reiderman of Bethlehem Steel Corporation, Paul
Mitchell of Mosher Steel Company, and Ken Michalski of Inryco, Inc., presented to the North Texas Chapter of the Producer's Council. Inc., March 1978.
Sent By: STRUCTURAL SERVICES, INC.,; \) GUNNfN Page 4 214 522 6796; Apr.9.Ql 11:11AM; ) Page 7/7 "Structural Design and Analysis of Atlanta Centre, Ltd.," Bill L. Gunnin and Stephen
J. Campbell, presented at the Texas Section, American Society of Civil Engineers. Fall 1976. "Foundation Systems -First International BUilding in Dallas, Texas," Bill L. Gunnin. presented
at the Texas Section, American Society of Civil Engineers, Fall 1975. "The First International BUilding in Dallas -Structural Systems," Bill L. Gunnin, presented at the Texas Section,
American Society of Civil Engineers, Fall 1973. "Composite Stub Girder Steel Frame System," Bill L. Gunnin, presented to the Society of Iron and Steel Fabricators of Wisconsin, Inc.,
February 20, 1973. Additional presentations to: The University of Texas at Austin The University of Texas at Arlington Southem Methodist University Texas Tech University Dallas Post
of the Society of American Military Engineers Awards: Maurice Van Buren Structural Engineering Award for the paper, "Market Tower -Indianapolis, Indiana" presented by the American Concrete
Institute at the Spring Convention in Boston, Massachusetts in March, 1991. Civil Engineering Academy, Texas Tech University, lubbock, Texas inducted in Spring 1991. Special Jury Award
from the Prestressed Concrete Institute to GunninCampbell Consulting Engineers, Inc" for excellence in architecture and engineering design using precast prestressed concrete for the
Las Carinas Equestrian Center, Irving, Texas, November 2, 1982.
I_L 􀁾-@recycled paper ) NEEL-SCHAFFER, INC. ENGINEERS' PLANNERS 5004 Fifth Avenue, South Birmingham, Alabama 35212 Phone: (205) 591-3800 Fax: (205) 592-8362 E-mail: alabama@neel-schaffer_com
March 30,2001 Mr. Steven Z. Chutchian, P.E. Assistant City Engineer Addison Public Works Department Post Office Box 9010 Addison, Texas 75001-9010 Dear Mr. Chutchian: REFERENCE: SPECIAL
EVENTS BANNER SUPPORT ON BELT LINE ROAD This is in response to your Requests For Proposal (RFP) to the undersigned dated February 28, 2001 and March 23,2001. We understand that the RFP
covers engineering services required for an evaluation and design of the support system for your special events banner on Belt Line Road in Addison. Your description of the banner and
its support system is attached. The proposed work will be divided into two parts. The first part, Phase A, will consist of an analysis and evaluation of the existing banner support system
and will serve as preliminary design. The second part, Phase B, will include final design computations and development of 􀁣􀁯􀁮􀁾􀁾􀁲􀁵􀁣􀁴􀁩􀁯􀁮plans and specifications. More specifically:
Phase A --Preliminary Design. Upon receipt of a notice-to-proceed we will review and evaluate all parts of the existing support system for the described Town of Addison street banner
and hardware specifications included in your RFP package. No work will be performed in connection with the banner itself. A detailed structural analysis will be done for the support
system using the criteria and provisions contained in the 1994 Edition of the American Association of State Highway and Transportation Officials (AASHTO) publication "Standard Specifications
for Structural Supports for Highway Signs, Luminaries and Traffic Signals." Design loads will be based on a wind velocity of 100 mph with the banner in place. While it is anticipated
that the poles are structurally adequate, we will analyze them in that regard using pier depths supplied by you. Existing survey and geotechnical information will be requested. If such
information is not available, assumed or estimated values will be used since no field work is included in this proposal.
Mr. Steve Z. Chutchian, P.E. March 30, 2001 Page Two i, ' We will incorporate our findings into a formal bound report which will be stamped and signed on the front cover by a professional
engineer registered in the state of Texas. This report will also contain our professional opinion as to the structural adequacy of the system and its components along with any recommended
improvements that we may deem necessary or justified. Six copies of this report will be submitted for your review and/or approval. Phase B --Final Design. Subsequent to your written
approval of our improvement/redesign scheme, we will design and prepare plans and technical specifications for construction of the improvements. All documents will be formatted and produced
in accordance with your typical policies and procedures. In this regard, we will require examples of typical (go-by) documents, including sheet borders, title blocks and specifications
before final design begins. The individual assigned responsibility for this project will be Julian R. Barksdale, Vice President and;Engineer Manager of our Structural Department in Jackson,
Mississippi. Mr. Barksdale has had more than 30 years experience in highway structures, the last 20 of which he served as the Assistant Bridge Engineer for the Mississippi Department
of Transportation. He has participated in and supervised the design of many overhead sign supporting structures, light supports and signal system supports. We intend that Mr. Barksdale
will be intimately involved in this project as the company supervising officer and will review/approve all documents produced by this effort. Further, the individual who will seal the
documents is Kenneth W. Gilbert, PE a graduate Structural Engineer who heads the Civil Department of the Birmingham Office. Mr. Gilbert will be involved in the project from it outset
and will review and certify each document developed. Our proposed lump sum for accomplishing this work and providing your office with six copies of the bound report is $9,000.00. We
will complete Phase A and submit the report to you within 30 calendar days after receiving your notice-to-proceed. Phase B will consist of two submittals. The 100% unreviewed document
package will be submitted within 30 calendar days after we receive your approval of the Phase A study and identification of the selected improvements. 􀁒􀁥􀁶􀀬􀁩􀁾􀁷 comments will be
resolved, corrections/revisions will be made and the final document package submitted within 14 days of receipt of your review comments. @--
Mr. Steve Z. Chutchian, PE March 30,2001 Page Three Thank you very much for allowing us to propose on this unique project. Hopefully, you will find everything in order. If this proposal
meets your approval please sign where indicated below and return one copy to me. This will be sufficient for us to proceed with the project. Sincerely, 􀁓􀁣􀁾􀁾􀁾 Vice President ACJ/am
CITY OF ADDISON, TEXAS By: Date
) NEEL-SCHAFFER, INC. GENERAL TERMS AND CONDITIONS I. Relationship Between Engineer and Client. Engineer shall serve as Client's professional engineering consultant in those phases of
the Project to which this Agreement applies. The relationship is that of a buyer and seller of professional services and it is understood that the parties have not entered into any joint
venture or partnership with the other. The Engineer shall not be considered to be the agent ofthe Client. 2. Responsibility ofthe Engineer. Engineer will strive to perform services under
this Agreement in a manner consistent with that standard of care and skill ordinarily exercised by members ofthe profession. currently practicing in the same locality under similar conditions.
No other representation, express or implied, and no warranty or guarantee is included or intended in this Agreement or in any report, opinion, document, or otherwise. Notwithstanding
anything to the contrary which may be contained in this Agreement or any other material incorporated herein by reference, or in any agreement between the Client and any other party concerning
the Project, the Engineer shall not have control ofand shall not be responsible for the means, methods, techniques, sequences or procedures of construction; or the safety, safety precautions
or programs ofthe Client, the construction contractor, other contractors or subcontractors performing any ofthe work or providing any of the services on the Project. Nor shall the Engineer
be responsible for the acts or omissions ofthe Client, or for the failure ofthe Client, any contractor or subcontractor, or any other engineer, architect or consultant not under contract
to the Engineer to carry outtheir respective responsibilities in accordance with the Project documents, this Agreement or any other agreement concerning the Project. Engineer shall determinethe
amounts owing to the construction contractor and recommend in writing payments to the contractor in such amounts. By recommending any payment, the Engineer will not thereby be deemed
to have represented that exhaustive, continuous or detailed reviews or examinations have been made to check the quality or quantity of the contractor's work. 3. Responsibility of the
Client. Client shall provide all criteria and full information as to his requirements for the Project, including budgetary limitations. Client shall arrange for Engineer to enter upon
public and private property and obtain all necessary approvals and permits required from all governmental authorities having jurisdiction over the Project. Client shall give prompt written
notice to the Engineer whenever Client observes or otherwise becomes aware of any development that affects the scope or timing ofEngineer's services, or any defect or nonconformance
in the work of any construction contractor. Client shall examine all documents presented by Engineer, obtain advice 􀁯􀁦􀁾􀀡􀀢􀁜 attorney or other consultant as Client deems appropriate
for such examinations and provide decisions pertaining thereto within a reasonable time so as not to delay the services of the Engineer. 4. Designation of Authorized Representatives.
Each party shall designate one or more persons to act with authority in its behalf with respect to appropriate aspects of the Project. The persons Revised 2/28/95 Neel-Schaffer, Inc.
designated shall review and respond promptly to all communications received from the party. 5. Ownership ofDocuments. Drawings, specifications, reports and any other documents prepared
by Engineer in connection with any or all of the services furnished hereunder shall be the property of Client. Engineer shall have the right to retain copies of all documents and drawings
for its files. 6. Reuse of Documents. All documents, including drawings and specifications furnished by Engineer pursuant to this Agreement, are intended for use on the Project only.
They should not be used by Client or others on extensions of the Project or on any other project. Any reuse, without written verification or adaption by Engineer, shall be at Client's
sole risk, and Client shall indemnify and hold harmless Engineer from all claims, damages, losses and expenses, including attorney's fees arising out of or resulting therefrom. 7. Opinions
ofCost. Since the Engineer has no control over the cost of labor, materials, equipment or services furnished by the contractor, or over the contractor's methods ofdetermining prices,
or over competitive bidding or market conditions, the Engineer cannot and does not guarantee that proposals, bids or actual construction costs will not vary from his opinions or estimates
of construction costs. 8. Changes. Client reserves the right by written change order or amendment to make changes in requirements, amount ofwork, or engineering time schedule adjustments;
and Engineer and Client shall negotiate appropriate adjustments in fee and/or schedule acceptable to both parties to accommodate any changes. 9. Delays. lfthe Engineer's services are
delayed by the Client, or for other reasons beyond the Engineer's control, for more more than one year, the fee provided for in this Agreement shallbe adjusted equitably. 10. Subcontracts. Engineer may subcontract portions of the services, but each subcontractor must be approved by Client in writing. II. Suspension ofServices. Client
may, at any time, by written order to Engineer, require Engineer to stop all, or any part, of the services required by this Agreement. Upon receipt of such an order, Engineer shall immediately
comply with its terms and take all reasonable steps to minimize the occurrence of costs allocable to the services covered by the order. Client, however, shall pay all costs associated
with suspension including all costs necessary to maintain continuity and the staff required to resume the services upon expiration of the suspension of work order. Engineer will not
be obligated to provide the same personnel employed prior to suspension when the services are resumed in the event the period ofany suspension exceeds 30 days. Client will reimburse
Engineer for the costs of such suspension and remobilization. 12. Termination. This Agreement may be terminated by either party upon 30 days' written notice in the event of substantial
failure by the other party to perform in accordance with the terms hereof through no fault ofthe terminating party. This Agreement may be terminated by Client, under the same terms,
whenever Client shall determine that termination is in its best interests. Cost oftermina-A:\TRMSCND.GEN.wpd
􀀮􀁾􀀩 tion, including salaries, overhead and fee,fncurred by Engineer either before or after the termination date shall be reimbursed by Client. 13. Notices. Any notice or designation
required to be given by either party hereto shall be in writing and, unless receipt of such notice is expressly' required by the terms hereof, it shall be deemed to be effectively served
when deposited in the mail with sufficient first class postage affixed and addressed to the party to whom such notice is directed at such party's place of business or such other address
as either party shall hereinafter furnish to the other party by written notice as herein provided. 14. Indemnification. Engineer shall indemnify and hold harmless Client from Client's
loss or expense, including reasonable attorney's fees for claims for personal injury (including death) or property damage arising out of the sole negligent act, error or omission of
Engineer. Client shall indemnify and hold harmless Engineer from Engineer's loss or expense, including reasonable attorney's fees, for claims for personal injuries (including death)
on property damage arising out of the sole negligent act, error or omission of Client. In the event of joint or concurrent negligence of Engineer and Client, each shall bear that portion
of the loss or expense that its share of the j.oint or concurrent negligence bears to the'total negligency (including that of third parties) which caused the personal injury or property
damage. Client shall not be liable to the Engineer, and the Engineer shall not be liable to the Client, for any special, incidental or consequential damages, including, but not limited
to, loss ofuse and loss of profit, incurred by either party due to the fault of the other, regardless ofthe nature of this fault, or whether it was committed by the Client or the Engineer
or their employees, agents or subcontractors, by reason of services rendered under this Agreement. 15. Legal Proceedings. In the event Engineer's employees are at any time required by
Client to to provide testimony, answer interrogatories or otherwise provide information ("testimony") in preparation for or at a trial, hearing, proceeding on inquiry ("proceeding")
arising out of the services that are the subject of this Agreement, where Engineer is not a party to such proceeding, Client will compensate Engineer for its services and reimburse Engineer
for all related direct costs incurred in connection with providing such testimony:-This provision shall be of no effect if the parties have agreed in a separate agreement or an amendment
to this Agreement to terms which specifically supersede this provision, nor shall this provision apply in the event Client engages Engineer to provide expert testimony or litigation
support, which services shall be the subject of a separate agreement or an amendment to this Agreement. 16. Successors and Assigns. The terms of this Agreement shall be binding upon
and inure to the benefit of the parties and their respective successors and assigns; provided however, that neither party shall assign this Agreement in whole or in part without the
prior written approval of the other. 17. Insurance. Within the context of prudent business practices, Engineer shall endeavor to maintain workmen's compensation and unemployment compensation
of a form and in an amount as Revised 2/28/95 -. Nee/-Schaffer, Inc. '. ) required by state' law; comprehensive general liability with maximum limits of $500,000/$1,000,000; automotive
liability with maximum limits of $500,000/$500,000; and professional liability insurance with an annual limit of $500,000. Client recognizes that insurance market is erratic and Engineer
cannot guarantee to maintain the coverages identified above. 18. Information Provided by the Client. The Engineer shall indicate to the Client the information needed for rendering of
services hereunder. The Client may elect to provide this information (including services by others) to the Engineer. In this case, the Client recognizes that the Engineer cannot assure
the sufficiency ofsuch information. Accordingly, the Engineer shall not be liable for any claims for injury or loss arising from errors, omissions or inaccuracies in documents or other
information provided by the Client. In addition, the Client agrees to compensate the Engineer for any time spent or expenses incurred in defending such claim or in making revisions to
his work as a direct or indirect result of information provided by the Client which is insufficient. 19. Subsurface Conditions and Utilities. Client recognizes that a comprehensive sampling
and testing program implemented by trained and experienced personnel of Engineer or Engineer's subconsultants with appropriate equipment may fail to detect certain hidden conditions.
Client also recognizes that actual environmental, geological and geotechnical conditions that Engineer properly inferred to exist between sampling points may differ significantly from
those that actually exist. Engineer will locate utilities which will affect the project from information provided by by the Client and utility companies and from Engineer's surveys.
In that these utility locations are based, at least in part, on information from others, Engineer cannot and does not warrant their completeness and accuracy. 20. Hazardous Materials.
When hazardous materials are known, assumed or suspected to exist at a project site, Engineer is required to take appropriate precautions to protect the health and safety of his personnel,
to comply with the applicable laws and regulations and to follow procedures deemed prudent to minimize physical risks to employees and the public. Client hereby warrants that, if he
knows or has any reason to assume or suspect that hazardous materials may exist at the project site, he will inform Engineer in writing prior to initiation of services under this Agreement.
Hazardous materials may exist at a site where there is no reason to believe they could or should be present. Client agrees that the discovery of unanticipated hazardous materials constitutes
a changed condition mandating a renegotiation ofthe scope ofwork or termination of services. Engineer agrees to notify Client as soon as practically possible should unanticipated hazardous
materials or suspected hazardous materials be encountered. Client waives any claim against Engineer and agrees to indemnify, defend and hold Engineer harmless from any claim or liability
for injury or loss arising from Engineer's encountering unanticipated hazardous materials or suspected hazardous materials. Client also agrees to compensate Engineer for any time spent
and expenses incurred by Engineer in defense of any such claim. 21. Risk Allocation. The Client recognizes that Engineer's fee includes an allowance for funding a variety of risks which
affect the Engineer by virtue of his agreeing to perform services on the Client's behalf One of these risks stems from the Engineer's potential for human error. In order for the Client
to obtain the A: \l'RMSCND. GEN. wpd
" benefits ofa fee which includes a lesser ah0.Jnce for risk funding, the Client agrees to limit the Engineer's liability to the Client and all construction contractors arising from
the Engineer's professional acts, errors or omissions, such that the total aggregate liability of the Engineer to all those named shall not exceed $50,000 or the Engineer's total fee
for the services rendered on this project, whichever is greater. 22. Anticipated Change Orders. Client recognizes and expects that a certain amount of imprecision and incompleteness
is to be expected in construction contract documents; that contractors are expected to furnish and perform work, materials and equipment that may reasonably be inferred from the contract
documents or from the prevailing custom or trade usage as being required to produce the intended result whether or not specifically called for; and that a €ertain amount of change orders
are to be expected. As long as Engineer provides services in a manner consistent with that standard of care and skill ordinarily exercised by members of the profession currently practicing
in the same locality under similar conditions, client agrees not to make any claim against Engineer for cost of these change orders unless these costs become a significant part of the
construction contract amount. In no case will Client make claim against Engineer for costs incurred if the change order work is a necessary part of the Project for which Client would
have incurred cost if work had been included originally in the contract documents unless Client can demonstrate that such costs were higher through issuance of the change order than
they would have been if originally included in the contract documents in which case any claim ofClient against Engineer will be limited to the cost increase and not the entire cost ofthe
change order. 23. Payment. Engineer shall submit monthly statements to Client. Payment in full shall be done upon receipt of the invoice. If payments are delinquent after 30 days from
invoice date, the Client agrees to pay interest on the unpaid balance at the rate of one percent pe;' month. Payment for Engineer's services is not contingent on any factor except Engineers
ability to provide services in a manner consistent with that standard of care and skill ordinarily exercised by members of the profession currently practicing in the same locality under
similar conditions. 24. Force Majeure. Neither Client nor Engineer shall be liable for any fault or delay caused by any contingency beyond their control, including, but not limited to,
acts of God, wars, strikes, walkouts, fires, natural calamities, or demands or requirements of governmental agencies. 25. Compliance with Laws. To the extent they apply to its employees
or its services, the Engineer shall comply with all applicable United States, state, territorial and commonwealth laws, including ordinances of any political subdivisions or agencies
of the United States, any state, territory or commonwealth thereof. 26. Separate Provisions. Ifany provisions ofthis Agreement are held to be invalid or unenforceable, the remaining
provisions shall be valid and binding. . 27. Governing Law. This Agreement shall be governed by and construed in accordance with the laws of the principal place of business of the Engineer.
Revised 2/28/95 Neel-Schaffer, Inc. 28. Amendment. This'Agreement shall not be subject to amendment unless another instrument is executed by duly authorized representatives of each of
the parties. 29. Entire Understanding ofAgreement. This Agreement represents and incorporates the entire understanding ofthe parties hereto, and each party acknowledges that there are
no warranties, representations, covenants or understandings of any kind, matter or description whatsoever, made by either party to the other except as expressly set forth herein. Client
and Engineer hereby agree that any purchase orders, invoices, confirmations, acknowledgments or other similar documents executed or delivered with respect to the subject matter hereof
that conflict with the terms of this Agreement shall be null, void and without effect to the extent they conflict with the terms of this Agreement. A:\TRMSCND.GEN.wpd
􀁾􀀮􀁾 n􀁁􀁾.􀀮u􀁯􀁄􀁷INsooFN PUBLIC WORKS DEPARTMENT March 23,2001 Mr. A Cecil Jones, P.E. Vice President Nee1-Schaffer, Inc. 5004 Fifth Avenue South Birmingham, Alabama 35212 Re: Special
Events Banner Support Pole On Belt Line Road Dear Mr. Jones: ) (972) 450-2871 16801 Westgrove Our staffreceived your response to our request for a proposal regarding the design of Special
Events Banner Support Poles. After reviewing the submitted scope and associated fee, we re-evaluated our service needs for this project and request that you submit a revised proposal
with the following provisions: a. Analysis ofthe existing support structures, including the capability ofthe poles to withstand maximum wind speeds of 100 miles per hour. b. Evaluation
ofthe existing cables and cable hardware, and the design of proposed connections to fit unto the existing poles. c. Associated calculations, signed and sealed by a Registered Professional
Engineer in the State ofTexas. d. Project scope and fee, limited to the design ofimprovements to the existing support poles on Belt Line Road. In addition, please submit the following
information regarding the responsible individual on this project: . a. Name b. Office location c. Background and professional qualifications related to wind load and structural analysis
d. Level ofinvolvement in the total scope ofwork to be performed.
Please submit (4) copies ofyour proposal to this office by April 6, 2001. Should you 􀁨􀁡􀁶􀁾 any questions, please feel free to contact this office at 972-450-2886. Your attention and
consideration ofthis matter is greatly appreciated. Sincerely, 􀁾􀀯􀁥􀀴􀀺􀁌 Steven Z. Chutchian, P.E. Assistant City Engineer Cc: Chris Terry, Assistant City Manager Michael Murphy,
P.E., Director ofPublic Works Jim Pierce, P.E., Assistant Director ofPublic Works
, I_L 􀁾-@recycled paper ) NEEL-SCHAFFER. INC. ENGINEERS . PLANNERS 5004 Fifth Avenue, South Birmingham, Alabama 35212 Phone: (205) 591-3800 Fax: (205) 592-8362 E-mail: alabama@neel-schaffer.com
March 14, 2001 Mr. Steven Z. Chutchian, P.E. Assistant City Engineer Addison Public Works Department Post Office Box 9010 Addison, Texas 75001-9010 Dear Mr. Chutchian: REFERENCE: SPECIAL
EVENTS BANNER SUPPORT ON BELT LINE ROAD This is in response to your Request For Proposal (RFP) to the undersigned dated February 28, 2001. We understand that the RFP covers engineering
services required for an evaluation and redesign of the support system for your special events banner on Belt Line Road in Addison. Your description of the banner and its support system
is attached. The proposed work will be divided into two parts. The first part, Phase A, will consist of an analysis and evaluation of the existing banner support system and will serve
as preliminary design. The second part, Phase B, will include final design computations and development of construction plans and specifications. More specifically: Phase A --Preliminary
Design. Upon receipt of a notice-to-proceed we will review and evaluate all parts of the existing support system for the described Town of Addison street banner and hardware specifications
included in your RFP package. No work will be performed in connection with the banner itself. A detailed structural analysis will be done for the support system using the criteria and
provisions contained in the 1994 Edition of the American Association of State Highway and Transportation Officials (AASHTO) publication "Standard Specifications for Structural Supports
for Highway signs, Luminaries and Traffic Signals." Design loads will be based on a wind velocity of 100 mph with the banner in place. Existing survey and geotechnical information will
be requested. If such information is not available, assumed or estimated values will be used since no field work is included in this proposal. We will incorporate our findings into a
formal bound report which will be stamped and signed on the front cover by a professional engineer registered in the state of Texas. This report will also contain our professional opinion
as to the structural adequacy of the system and its components along with any recommended improvements that we may deem necessary or justified. Six copies of this report will be submitted
for your review and/or approval. '-'
) /Mr. Steve Z. Chutchian, P.E. March 14, 2001 Page Two Phase B --Final Design. Subsequent to your written approval of our improvement/redesign scheme, we will design and prepare plans
and technical specifications for construction of the improvements. All documents will be 􀁦􀁯􀁲􀁭􀁡􀁴􀁴􀁾􀁾􀁯􀁤􀁵􀁣􀁥􀁤 in accordance with your typical policies and procedures. In this
regard, we will· 1'2 examples of typical (go-by) documents, including sheet borders, title blocks and specifications before final design begins. Our primary structural engineering staff,
located in the corporate headquarters at Jackson, Mississippi, includes ten individuals with extensive experience in the design of highway lighting supports, overhead sign supports,
as well as other highway structures such as bridges, foundations, railings, barriers and retaining walls. Of the ten, three are former Mississippi Department of Transportation design
engineers with a cumulative total of more then 100 years of pertinent experience. Four other individuals have experience levels ranging from approximately 8 years to 25 years. As a staff,
they are intimately familiar with the applicable design codes for this project and the appropriate design/analysis techniques. Harry Lee James, MDOT Bridge Engineer, may be contacted
at (601)359-7200 for an independent assessment of our capability. Our proposed fixed fee for accomplishing this work and providing your office with six copies of the bound report is
$12,500.00. We will complete Phase A and submit the report to you within 30 calendar days after receiving your notice-to-proceed. Phase B will consist of two submittals. The 100% umeviewed
document package will be submitted within 30 calendar days after we receive your approval of the Phase A study and identification of the selected improvements. Review comments will be
resolved, corrections/revisions will be made and the final document package submitted within 14 days of receipt of your review comments. Thank you very much for allowing us to propose
on this unique project. Hopefully, you will find everything in order. However, if you need additional information or wish to discuss, please call me. Sincerely, 􀁓􀁾􀁃􀁩􀁾􀁏􀀺􀀺􀀺􀁲
Vice President
-'':' ) .. '\ : ,I . 􀀮􀀮􀁾 QUANTiTY: SIZE; COPY: . MATERIAL: CONSTRUCTION: TOWN OF ADDISON STREET BANNER SPECIFICATIONS 230 ft. long by 30 in. tall (finished size) O!1 one side only
14 oz. vinyl minimum ,.....------. 1/4" plastic-coated stainless steel aircraft cable shall be.---tightly sewn in casings across the top and bottom. Leave 36" of cable extending from
each end of banner free to be fastened to pole. . Reinforced metal grommets shall be 24 inches apart, on top and bottom) and shall be placed as close to the cabJfi) casings aspossible."
Grommet area to be reinforced to avoid tearing. A second row of stitching shall be next to the grommets. r--Wind slits shall be half circles arid placed randomly. Put no wihd slits in
the lettering or design. There needs to be maximum possible slits to dissipate heavy wind loads.. "'Not drawn to scale. -o --6f--I-0-10------0-----a---a---0----0 ---a ---a-----a ---------------------
--------------------.-L.t::J J 7 ""--"'" b;\IIc'gef1er:aJ\banner..ape rev;2/28Il;6 .... .... 􀀮􀁾 . ";', '.. ;.
), 0;s. Banner Hardware ; . . 1. Distance from pole. Qn •.􀁾􀀡􀁴􀁾 􀁮􀁯􀁲􀁴􀁾􀂷 􀁟􀁳􀁾􀁤􀁥 of ·,the.roadway to pole in the median is appro:rlmately 65 feee" ,'," -"; " -' 2. Distance
from 'pole-􀁯􀁾 tlie 􀁳􀁾􀁵􀁴􀁨􀀭􀁾􀁩􀁤􀁥􀁲􀁑􀁦th.e :roadWay to 􀁰􀁾􀁬􀁥 in the median is approximately 43 feet. . .. 􀀮􀁾 􀁾 "..􀁾 􀁾􀀮􀀢 -:-:..... .\ : .-.':::--:;.. ": 􀁾 ..,..•􀁾􀀮
-'. .' 􀀬􀁾 . 3. Poles on the north arid south' side of the roadway. are traffic-signal poles fabricated by Union ,Steel. ',Both 􀁰􀁯􀁾􀁥􀁳 are m,o.unted9n:a 30" 􀁰􀁩􀁥􀁲􀁾􀁩􀁩􀁨it bQlt
eircle of 20" on bolts 􀀱􀀵􀀱􀀸􀁾 in 􀁤􀁩􀁡􀁭􀁥􀁴􀁾􀁲􀀮􀀧Both 'polu'are 12"'iri 􀁤􀁩􀁾􀁭􀁥􀁴􀁥􀁲 at the bottom. Both poles have been shortened. On the pole on the north side of the roadway
'the pole extends approximately 3' above the top span wire. The pole OD the south side of the roadway extends apprc:rnmately l' above the top span wire. 4. The center pole is a standard,
wooden power pole. -:::-5. The cables between these poles is galvanized, stranded span wire, wire, 5/16" in. diameter. The bottom cable is 17' 11" above the roadway surface. The top
cable is 31" above the lower cable. 6. The 􀁾􀁢􀁬􀁥􀁳 are attached to eye-type strandvises designed to accommodate 5/16". thick cable. Type number 5101 􀁡􀁾􀁤 6M Rated for steel strand
galvamz.ed cable. 7. These strandvisei·-aredn turh attached to eyebolts, approximately 11/16" in diameter and 17" long. The eye holts are 􀁴􀁨􀁲􀁯􀁵􀁧􀁨􀁾􀁢􀁯􀁬􀁴􀁥􀁤to the pole and
secured with a threaded nut. ,A second threaded nut is added to prevent the fintnut from "backing off". 8. Ad(iitionally, a length of 5/16" cable is looped through the eye bolt and clamped
to the span wire by means of two three-bolt clamps. 9. The span wire is secured to the center pole by means of three-bolt clamps. The clamps are secured to the pole by through-bolting
the center bolt to the wooden pole. 􀁾 '. . . 10. Foundations shall be ten (10) ft. deep. ..•1 ". . 􀁾 .. v!v3U'1d !"ONI 􀀧􀁾􀀳􀁾􀁾􀁖􀁈􀁏􀁓􀀭􀀱􀀳􀀳􀁎 :A8 lN3S
i· 0) PUBLIC WORKS DEPARTMENT 􀁾􀀱􀁉􀁉􀁉􀁗􀁾􀀢􀀢􀀢􀀢􀁾􀁍􀀡􀀡􀀡􀀡􀀡􀁡􀁾􀀧􀁾􀀡􀀡􀀡􀀡􀁀􀀱􀀡􀀡􀀡􀁾􀀡􀀡􀀡􀀡􀀡􀀴􀀡􀀡􀁩􀀡􀀡􀀭􀁾􀂮 Post Office Box 9010 Addison, Texas 75001-9010 February 28,2001
Mr. A. Cecil Jones, P.E. Vice President Neel-SchafIer, Inc. 5004 Fifth Avenue South Birmingham, Alabama 35212 Re: Request for Proposal Special Events Banner Support Pole on Belt Line
Road Dear Mr. Jones: As we previously discussed, the Town ofAddison has determined a need to routinely display banner advertisements along Belt Line Road for upcoming special events
in our community. This arterial roadway is heavily traveled and the Town benefits from the placement ofbanners across the full width ofthe street. At this time, we are requesting a proposal
from your :firm for the following design servIces: (972) 450-2871 16801 Westgrove a. Evaluation ofthe existing support structures. b. Review ofexisting cables and cable hardware. c.
Design ofcable and cable hardware system suitable to resist winds of 100 mph with banners attached. d. Associated calculations, signed and sealed by a Registered Professional Engineer
in the State ofTexas that is qualified in wind load analysis and cable hardware analysis. .. Attached are typical Town ofAddison street banner and hardware specifications to assist in
your evaluation ofthe proposed project. Please submit your proposal to include the following:
a. Project description b. Technical approach c. Qualifications d. References appropriate to this project e. Proposal fee Please submit four (4) copies ofyour proposal to this office
by March 16,·2001. Should you have any questions, please feel free to contact me at 972-450-2886. Your attention and consideration is greatly appreciated. Sincerely, 􀁾􀁊􀁾 Steven Z.
Chutchian, P.E. Assistant City Engineer Cc: Mike Murphy, P.E., Director ofPublic Works Jim Pierce, P.E., Assistant Director ofPublic Works Chris Terry, Assistant City Manager
,. .. .. . ) TOWN OF ADDISON STREET BANNER SPECIFICATIONS QUANTITY: SIZE: COPY: . MATERIAL:· .CONSTRUCTION: 230 ft. long by 30 in. tall (finished size) On one side only 14 oz.· vinyl
minimum· 1/4" plastic-coated stainless steel aircraft cable shall be --'-__ tightly sewn in casings across the top and bottom. Leave 36" of cable extending from each end of banner free
to be fastened to pole. ..---. Reinforced metal grommets shall be 24 inches apart, on top and bottom, and shall be placed as close to the cable casings as possible. Grommet area to be
reinforced to avoid tearing. 􀁾􀀭􀀭 A second row of stitching shall be next to the grommets. Wind slits shall be half circles and placed randomly. Put no wind slits in the lettering
·or design.. There needs to be maximum possible slits to dissipate heavy wind loads. *Not drawn to scale. -o-------o----o---------0------0-----0-----0----------0------0-------0--------0--.--'-../-...
--------------------------------------, b:\se'senerallbanner.spc rev-.2I28/96 ;. {:
. ) Banner Hardware 1. Distance from pole on the north side of the roadway to pole in the median is approximately 65 feet•. 2. Distance from :pole on the 'south 'side of the roadway
to pole in the median' is approximately 43 feet.' . 3. Poles on the north and south side of the roadway are traffic signal poles fabricated by Union Steel. Both poles are mounted on
a 30" pier with a bolt circle of 20" on bolts 1 5/8" in diameter. Both poles are 12" in diameter at the bottom. Both poles have been shortened. On the pole on the north side of the roadway
the pole extends approximately 3' above the top span wire. The pole on the south side of the roadway extends approximately l' above the top span wire. 4. The center pole is a standard,
wooden power pole. . . 5. The cables between these poles is galvanized, stranded span wire, 5/16" in diameter. The bottom cable is 17' 11" above the roadway surface. The top cable is
31" above the lower cable. 6. The cables are attached to eye-type strandvises designed to accommodate accommodate 􀀵􀀯􀀱􀀶􀀧􀁾􀀧 thick cable. Type number5i01 and 6M Rated for steel strand
galvanized cable•. 7. These strandvises are in turn attached to eye bolts, approximately 11/16" in diameter and 17" long. The eye bolts are through-bolted to the pole and secured with
a threaded nut. '. A second threaded nut is added to prevent the first nut from . "backing off'. 8. Additionally, a length of 5/16" cable is looped through the eye bolt and clamped to
the span wire by means of two three-bolt 􀁣􀁬􀁡􀁭􀁰􀁾􀁾 9. The span wire is secured to the center pole by means of three-bolt clamps. The clamps are secured to the pole by through-bolting
the center bolt to the wooden . .pole.. 10. Foundations shall be ten (10) ft. deep.. " . .:, ",
I_-..L.... @recycled paper ) NEEL-SCHAFFER. INC. ENGINEERS' PLANNERS 5004 Fifth Avenue, South Birmingham, Alabama 35212 Phone: (205) 591-3800 Fax: (205) 592-8362 E-mail: alabama@neel-schaffer_com
February 26,2001 Mr. Steven Z. Chutchian, PE Town of Addison 16801 Westgrove Road Addison, Texas 75001-9010 Dear Steve: Thanks so much for the hospitality last week. It was great to
fmally meet you and tell you ofNeel-Schaffer's interest in and commitment to having an office in North Dallas. By now, I hope you have had occasion to review the Transportation services
CD and have seen our capabilities in Transportation. We look forward to showing that capability to you, on the ground, in Addison. As I mentioned, however, we have like experience in
Landscape Architecture with specific interests in streetscapes, their planning, design and construction. As promised, I am enclosing some past projects done by the staff here of landscape
proj ects in various locations across the Southeast. The proj ect manager for our LA section, Gary Peterson who, incidentally, is registered in Texas. His resume and that of Chris Pugh
of our staff is also enclosed. Finally, I have enclosed a list of references which we would appreciate hour contacting about us and our work. I'll call you next week and perhaps we can
discuss this further over lunch. I will look forward to that possibility. Again, thank you very much for your courtesy. Kindest personal regards. Sincerely yours, cJ .Q.v.L. A. Cecil
Jones, PE -Vice President cc: Johnny Carr Gary Peterson
:I_-,.L... @recycled paper NEEL-SCHAFFER, INC. ENGINEERS· PLANNERS 5004 Fifth Avenue, South Birmingham, Alabama 35212 Phone: (205) 591·3800 Fax: (205) 592-8362 E·lT)ail: alabama@neel·schaffer.com
January 30, 2001 Mr. Michael E. Murphy, PE Director of Public Works Town of Addison Post Office Box 9010 Addison, Texas 75001-9010 Dear Mike: First, please forgive the length of time
it has taken to write this letter. I have never seen things as busy as they are right now. Second, thanks, as always, for the courteous manner in which you greet me and make me feel
welcome in your office and finally, it is my genuine hope that we can work for the Town of Addison in the future. As you requested, this letter will serve as an "overview" of the services
performed by NeelSchaffer, Inc. with no specific project mentioned but with several references we have served in the past should there be a desire, on your part, to check us out. Neel-Schaffer,
Inc. provides engineering services through the main office in Jackson, Mississippi and through branch offices located in Nashville, Tennessee; Atlanta, Georgia; Baton Rouge, Louisiana;
Birmingham, Alabama; Greensboro, North Carolina, and in Tupelo and Hattiesburg, Mississippi. Neel-Schaffer, Inc. has a staff of over 350 professional and technical employees. Of 108
graduate engineers, seventy-six are registered professionals and twenty have advanced degrees. Neel-Schaffer, Ihe. offel'S civii, Structural, aviation, hydraulic, environmental, electrical,
traffic, transportation, highway and bridge services and landscape architecture from professionals who are recognized experts in their fields. The firm also employs highly trained hydrologists,
cost estimators and urban planners. Professional services can be provided for the complete scope of a project to include the planning, surveying, design and construction phases. -: ,r.
..r,.
\ 1 Mr. Michael Murphy, PE January 30,2001 Page Two References include: Mr. Wayne Sullivan, PE Director of Roads and Transportation Jefferson County Commission (205) 325-5795 Mr. James
Brown, PE Division Engineer Alabama Department of Transportation (256) 389-1400 Mr..Hugh McVeigh Manager Federal Express Corporation (901) 434-8903 Mr. Ray Bass, PE Chief Engineer Alabama
Department of Transportation (334) 242-6318 Mr. Nick Ardillo Executive Director Golden Triangle Regional Airport (662) 327-4422 Ext. 203 Mr. Ken Power Airport Engineer Talladega Municipal
Airport (205) 761-1363 It is our intent to have a presence in Texas and I can think of no better place to start than in the Dallas area. As I explained, we are discussing possibilities
with Wayne Ginn as to his and our future in Texas. All this said, we need a chance, we need a project. Be it a road, airport, drainage problem, traffic problem, whatever, all we ask
is a chance to serve you and Addison. I will be back in Dallas in the next two weeks and will call you. Until then, thanks again for your interest in Nee1-Schaffer, Inc. Kindest regards.
Yours very truly, NEEL-SCHAFFER, INC. 􀁬􀁾􀁌􀁾􀁾􀁳􀀧􀁐􀁅 Vice President ACJ/am
OJ 􀁾􀁾􀀩 GuNNIN CONSULTING ENGINEERS, INC. Mailing Address: P. O. Box 820457 Dallas, Texas 75382-0457 Phone 214-528-3796 e-mail: gunningcei@aol.com November 19, 2004 To My Business
Associates, My Friends, and My Family: Delivery Address: 3303 Lee Parkway, Ste. 325 Dallas, Texas 75219-5109 FAX 214-528-3797 I am writing to let you know about a change in my situation.
For medical reasons, I have retired from the engineering profession and I am winding down Gunnin Consulting Engineers, Inc. I have been taking a lengthy battery ofmedical tests to detennine
my situation. It was not until very recently that I learned more definitive results from the medical testing and evaluation. It is convenient for me to inform all ofmy business and other
associates, my friends, and my family, all at the same time. To My Business Associates -Owners, Designers, Contractors, and Professional Associates: In my practice of structural engineering
for over 30 years in the Dallas area and beyond, I have been blessed with the opportunity to participate in the most exciting and rewarding projects for the best clients and professional
and construction entities, that an engineer could hope for. I have had a wonderful professional experience, and have worked with the best people in the client/design/construction field
imaginable.' I thank all of you for the opportunity, and for the experience, and for your support. Even though I have retired, I will still be living in the Dallas area. Ifyou would
like me to refer you to another structural engineer, I would be happy to do so. For those of you with on-going projects, someone from my office will contact you to discuss how to transition
that work. If you have not heard from me soon, please call. For the last several years, I have been blessed with the opportunity to teach some graduate structural engineering courses
at SMU. This experience has been both challenging and rewarding. To Dr. Bijan Mohraz, department chair, I thank you for the opportunity. To My Many Friends: Again, I have been blessed
with a multitude of friends, who have shared companionship and encouragement over many years. I look forward to reminiscing about old times. God bless you for your friendship. To My
Family: Once again, I have been blessed with a wonderful, supportive family. I was raised in the most loving and encouraging home imaginable. I dearly love my wife and our children and
our families. I have been blessed with help and inspiration more than I deserve. I look forward to spending more time with you in the future.
November 19, 2004 Page two To All ofYou: Tonight when you go to bed, ask your God to bless me and my family, and thank your God for His grace and His love for all ofus. Sincerely, /J
L 􀀷􀁫􀀭􀀧􀁬􀁊􀀨􀀯􀁾 Bill L. Gunnin, Ph. D., P. E.
) GUNNIN CONSULTING ENGINEERS, INC. Mailing Address: P. O. Box 820457 Dallas, Texas 75382-0457 Phone 214-528-3796 e-mail: gunningcei@aol.com Delivery Address: 3303 Lee Parkway, Ste.
325 Dallas, Texas 75219-5109 FAX 214-528-3797 BILL TO Town of Addison Mr. James C. Pierce, Jr., P.E. 16801 Westgrove Drive Addison, TX 75001-9010 DATE 6/1/2004 PROJECT INVOICE # 38900-04
389 Street Banners Cable Supports DESCRIPTION QTY RATE AMOUNT PROFESSIONAL SERViCES 5/1/03 THROUGH 5/31/03 Agreed Fee 1 500.00 500.00 --OlLVrr ( ,. 􀁾 {,.J.-D4-Total $500.00
From: McLaughlinBrunson 214-503-8899 To: James Pierce ., Date: 11/18/2003 Time: 4:53:58 PM Page 2 of 2 ACORD CERTIFICATE 􀁣􀀮􀀬􀁾 LIABILITY INSURANCE ) I DATE n, 11/18/2003 PRODUCER
McLaughlin Brunson Insurance Agency THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 9535 Forest Lane HOLDER. THIS CERTIFICATE DOES
NOT AMEND, EXTEND OR Suite 118 ALTER THE COVERAGE AFFORDED BY THE POLIOES BELOW. Dallas TX 75243 INSURERS AFFORDING COVERAGE INSURED Gwmin Consulting Engineers, Inc. INSURER A: Lumbennans
Mutual Casualty Company (Kemper) P. O. Box 820457 INSURER B· Dallas TX 75382 INSURER C INSURER D' I INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE
INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE
ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE
BEEN REDUCED BY PAID CLAIMS. 􀁉􀁾􀁊􀁊􀁬 TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS 􀁾􀁎􀁅􀁒􀁁􀁌 LIABILITY EACH OCCURRENCE $ f--OMERCIAl GENERAl LIABILITY
FIRE DAMAGE IAnv one fire) $ I--CLAIMS MADE 0 OCCUR MED EXP IAnv one nerson' • f--PERSONAl & ADV INJJRY $ f--GENERAl AGGREGATE $ n"LAGGREnE LIMIT APnS PER: PRODUCTS -COMP/OP AGG $ POLICY
Pf,9,: LOC ,.M!.TOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO [Ea aoodent) I--f--AlL OV;NED AUTOS BODILY INJURY (Per person) $ SCHEDULED AUTOS I--I--HIRED AUTOS BODILY INJURY [Per
aCCIdent) $ NON·OW'iED AUTOS f--f--PROPERTY DAMAGE (Per eCCldenJ) $ RGELIABILITY AUTO ONLY -EA ACCIDENT $ ANY AUTO OTHER THAN EAACC $ AUTO ONLY: AGG 1$ DESS LIABILITY EACH OCCURRENCE
$ OCCUR 0 CLAIMS MADE AGGREGATE $ 1$ 􀁾 DEDUCTIBLE $ R8ENTION $ $ WORKERS COMPENSATION AND 􀁉􀁔􀁾􀁾􀁾􀁬􀁾􀀩􀀻􀀬􀀻􀀬 I 􀁉􀁏􀁊􀁾􀀭 EMPLOYERS' LIABILITY E.L. EACH ACCIDENT $ E.L. DISEASE·
EA EMPLOYE $ $ E.L. DISEASE· POLICY LIMIT $ A oTHEld'rofessional QL019007-00 0111012003 01110/2004 $ 500,000 per claim/annl aggrgt DESCRJpnON OF OPERATIONSILOCATIONSIVEHICLES/EXCLUSIONS
ADDED BY ENOORSEMENTISPEOAL PROVISIONS RE: Addison Airport "T" Hangars. The claims made professional liability coverage is the total aggregate limit for all claims presented within the
annual policy period and is subject to a deductible. Reference Job: Addison Banner Cable Support CERTIFICATE HOLDER I I ADDmONAL INSURED' INSURER LETTER: CANCELLATION SHOULD ANY OF THE
ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Town of Addison, Public WorksJEngineering DATE THEREOF, THE ISSUING INSURER WiLL ENDEAVOR TO MAIL 􀁾 DAYS WRiTTEN P.O. Box
9010 NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL I Addison TX 75001·9010 IMPOSE NO OBLIGATION OR LIABILITY OF ANV KIND UPON THE INSURER, ITS AGENTS
OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE 􀁐􀁾􀁐􀀮􀁍 ...Dh. If· a,.· I ACORD 25-5 (7/97) @ACORD CORPORATION 19
88) GUNNIN CONSULTING ENGINEERS, INC. Mailing Address: P. O. Box 820457 Dallas, Texas 75382-0457 Phone 214-528-3796 e-mail: gunningcei@aol.com May 28,2004 Mr. James C. Pierce, Jr., P.E.
Town ofAddison 16801 Westgrove Drive Addison, Texas 75001-9010 Re: Cable Supports for Street Banners Belt Line Road near Quorum Drive Addison, Texas Dear Mr. Pierce: Delivery Address:
3303 Lee Parkway, Ste. 325 Dallas, Texas 75219-5109 FAX 214-522-6796 At your request, I visited the site of the referenced project on May 24, 2004 to make visual observations ofthe condition
ofthe cables and their attachments. I was accompanied by your Mr. Charles Mitchell, who operated a bucket lift to permit my observations. Generally, it appeared that the recommendations
we made in our letter report dated April 30, 2003 had been executed. At the middle, wooden pole, the sleeves that protect the cables where they pass through the eye-bolts were slightly
worn on the top surface. I was able to twist the sleeves about the cables approximately 180 degrees so that the slightly worn surface was near the bottom, and the less-worn surface was
near the top. Also, at the middle pole, it appeared that the two eyebolts had been changed since my visit last year. Mr. Mitchell confirmed that stainless steel eyebolts had been substituted
for galvanized. This was probably a positive change, which probably reduced the wear ofthe sleeves at the middle pole. Enclosed are one print each of49 photographs I took while at the
site. Again, we suggest that each year you routinely check all of the bolts and nuts for tightness. If you have any questions, feel free to call on me. Sincerely, GUNNIN COjSULTING EN.GINEERS,
INC. 􀁾􀁊􀁾 Bill L. Gunnin, P. E. Enclosures: 49 photographs
\' GUNNIN CONSULTING ENGINEERS, INC. Mailing Address: P. O. Box 820457 Dallas, Texas 75382-0457 Phone 214-528-3796 e-mail: gwmingcei@ao1.com April 30, 2003 Mr. James C. Pierce, Jr.,
P.E. Assistant Public Works Director Town ofAddison 16801 Westgrove Drive Addison, Texas 75001-'9010 Re: Cable Supports for Street Banners Belt Line Road near Quorum Drive Addison, Texas
Dear Mr. Pierce: Delivery Address: 3303 Lee Parkway, Ste. 325 Dallas, Texas 75219-5109 FAX 214-522-6796 At your request, I visited the site of the referenced project yesterday to make
visual observations of the condition ofthe cables and their attachments. I was accompanied by your Mr. Charles Mitchell, who operated a bucket lift to permit my observations, and by
you part-time. Enclosed are one print each of 24 photographs I took while at the site. The photos are marked on the back in ink the numbers 1-24 for identification. The pole in the middle
of the street is shown in photos 6 through 8. The support on the south side of the street is shown in photos 9 through 15. The support on the north side of the street is shown in photos
16 through 23. The remaining photos are general shots taken from street level. Middle supports in median -timber pole (photos 6-8) . 1. The sleeves to protect the cable were worn at
the eye-bolts. They were also 􀁾􀁬􀁩􀁧􀁨􀁴􀁬􀁹 bent at the eye-bolts. The sleeves should be moved to the south a little bit so that they engage the eye-bolts with material that is not
worn. 2. Looking down the length ofthe cables from the ends, the cables appear to not be straight. Rather, they appear to be slightly harped (horizontally) at the center support. This
condition exacerbates the tendency for wear of the 􀁳􀁬􀁥􀁥􀁶􀁾􀁳 (and, to a lesser extent, wear of the eye-bolts). The nuts ofthe eye-bolts should be loosened and the eyebolts should
be moved to the east as far at the length ofthe eyebolts with nuts will permit. Moving the eyebolts to the east will permit the cables to straighten out somewhat and will reduce the
tendency for wear of of the sleeves and eyebolts.
Mr. Pierce April 30, 2003 Page two South supports -steel pole (photos 9-15) 1. The eyebolts which connect the cables to the poles have approximately 2-1/2 inches of unthreaded shank
between the double nuts and the beginning ofthe eye. This condition causes more bending in the bolt at the nuts from wind forces than if the eye was very close to the pole. nis probable
that the eye-bolt that broke last year resulted from fatigue in the bolt caused by many reversible, cyclical, horizontal loads from wind gusts. The present condition is much better than
the condition that existed last year because the distance between the eye and the double nuts at the pole is considerably less with installation of the turnbuckles last year. The condition
at the south supports to resist cyclical, reversing wind gusts could be further improved by implementing one of the following measures: a. The unthreaded portion of the existing eyebolts
could be threaded additionally to as close as possible (verify distance) to the eye. This would reduce the bending forces in the eyebolt shank due to wind gusts, and would reduce the
likelihood ofrecurrence offatigue failure. b. The existing eyebolts could be removed from the cables, and new shoulder nut eyebolts or machinery eyebolts could be installed with clevises.
See attached data sheet. c. A steel angle could be tack-welded either side of each eyebolt to the steel pole and to the shank ofthe existing eye-bolt near its eye, to provide lateral
support for the bolt from wind gusts. You should verify the weldibility ofthe metal items. 2. You should also verify that there is an appropriate length of travel in the existing turnbuckles
at the north support to make possible these measures. Also, please note that implementation of a. or b. above may also result in implementation of the measUres at the middle supports
without loosening and moving the cable clamps.. North supports -steel pole (photos 16-23) 1. No comments except as related to coordination with the comments above for the center and
south south supports. Finally, we suggest that each year you routinely check all of the bolts and nuts for tightness. If you have any questions, feel free to call on me. Sincerely, 􀁟...
'􀁾􀁕􀁾􀀮INiCO&NSULTING ENGINEERS, INC. . ! ./." 􀁗􀁾 '0-------Bill L. Gunnin, P. E. Enclosures: Photographs 1-23 Data sheet for machinery eyebolt and shoulder nut eyebolt
" WARNINGS AND APPLICATION INSTRUCTIONS • Loads may slip or fall if proper eye bolt assembly and lifting procedures are not used. • A falling load can seriously inlure or kill. • Read
and understand both sides of these instructions, and follow all eye bolt safety information presented here. ' • Read, understand, and follow information in diagrams and charts below
before using eye bolt assemblies. Regular Nut Eye Bolt Shoulder Nut Eye Bolt ,Machinery Eye Bolt G-291 G-2n 5-279 Important Safety Information· Read &Follow • The threaded shank must
protrude through the load sufficiently to allow full engagement of the nut. Place washers or spacers between nut and load so that when the nut is tightened securely, the shoulder is
􀁳􀁥􀁾􀁵􀁲􀁥􀁤 flush against the load surface. ,IN-LINE . 􀁾􀁾􀁾􀀡 Cop1/rig1lt©2000 TIle CrosblJ Grollp, II/C.􀀺􀀬􀁾 • All Rigllts 􀁒􀁥􀁳􀁥􀁲􀁵􀁥􀁤􀁾􀁾 450 ,,___ • If the eye bolt pro-"'//_
trudes so far through 1/' ,􀁾 , 􀀬􀀮􀀧􀁾 the load that the nut /". 􀀯􀁾􀁉􀀭􀀭􀀬􀀮 cannot be tightened tightened ..900." securely against the --0---'-----1(-1,.:=' ,.)\ load, use properly
". ,_,., ) sized washers to take ""_ -//up the excess space 􀁾􀀯 ..//" /' I .i " .//" /./'JBETWEEN THE NUT <//> ',///;. //»:»<..,AND THE LOAD. '/' ''////( -' //.//: ,',///, <1/' , '////'///,!
//'/.//" t I,-+:-) J 9", II " Thickness of -== • spacers must exceed this distance between the bottom of the load and the last thread of the eye bolt.Shoulder Nut Eye Bolt Installation
for Angular Loading Direction of Pull Adjusted Working Load 45 degrees 30% of rated working load 90 degrees' 25% of rated workina load • tlever undercut eye bolt to seat shoulder against
the load. • Always countersink receiving hole or use washers to seat shoulder. • Always screw eye bolt down completely for proper seating. ' • Always tighten nuts securely against the
load. InspectionIMaintenance Safety: • Always inspect eye bolt before use. • Never use eye bolt that shows signs of wearor damage. • Never use eye bolt if eye or shank is bent or elongated.
elongated. • Always be sure threads on shank and receiving holes are clean. • Never machine, grind. or cut eye bolt. Assembly Safety: • Never exceed load limits specified in Table I.
• Never use regular nut eye bolts for angular lifts. • Always use shoulder nut eye bolts (or machinery eye bolts) for angular lifts.' , • For angUlar lifts, adjust working load as follows:
• :;j 􀁾􀁾􀁾 􀁾􀀺 􀁾􀀻 I; 1/4 650 1\' 5/16 1.200 3/8 1,550 Ii 1/2 2,600 l, 5/8 5.200 􀁾􀀺 3/4 7.200 ni 7/6 10,600 􀁾􀁉 1 13,300 I'· 1-1/4 21,000 1-1/2 24,000 136 i..\., J.l·'ii'
') GUNNIN CONSULTING ENGINEERS, INC. Mailing Address: P. O. Box 820457 Dallas, Texas 75382-0457 Phone 214-528-3796 e-mail: gunningcei@ao1.com Delivery Address: 3303 Lee Parkway, Ste.
325 Dallas, Texas 75219-5109 FAX 214-522-6796 389 Street Banners Cable Supports BILL TO Town of Addison Mr. James C. Pierce, Jr., P.E. 1 16801 Westgrove Drive Addison. TX 75001-9010
'I . DATE 5/1/2003 PROJECT INVOICE # 38900-03 DESCRIPTION QTY RATE AMOUNT PROFESSIONAL SERVICES 6/1/02 THROUGH 4/30/03 Agreed Fee 1 500.00 500.00 􀁏􀁾􀁗􀀭􀁲􀁲 􀀧􀁴􀀡􀁾 6'.....b􀁾􀁯􀀢􀀧􀁊
Total $500.00
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--SHOULDER BOLTS Same measurement will applyto all shoulder bolts. SOUTH Shoulder bolts are a Imle over nve inches in length. Opening of the eye is 1 112" and the thickness ofthe eye
ring is about 9/16". The threaded portion ofthe bolts is 3/4" diameter with UNC of 10 TPI. The length ofthe threaded portion ofthe bolt is a Imle over f"nre inches. Data sheet states
the Working Load Limit is 7200 Ibs. Bolt is made offorged steel, quneched and tempered. Bolts shown install with 118" thick washer both inside and outside pole surfaces. I 32 -5
.::\ .. ) ) Crosby 611 Jaw & Jaw Turnbuckle J \\\\\\\\\\\\\\\\\\\\\\\\\\ 1111I11111I111I1111111111111 144----88 --------. M OPEN N CLOSED E CLOSED 8 J OPEN 1.4---------K CLOSED ---------•••
􀁌􀁾􀁃􀁾 A -,.-..... A= 0.75" 8= 1.03" E= 4.18" C= 1.50" J= 21.50" K= 14.00" M= 24.10" N= 16.60" 88= 6.00"
􀁾􀁄􀁄􀀴􀀯􀁄􀀰􀀴 .,------------. IBt c Crosby(i\) Jaw & Jaw Turnbllcl<les 10:59 FAX 214 522 6796 Structural Services Inc. 'ON HOt] 􀁾􀁏􀀩􀁭􀁵􀀮 300Zl60/90 􀀱􀁯􀁡􀀭􀁾􀀴􀀹􀀳 .62 . 10.90
. 8.90. 7.90 10S2518 .87 􀀱􀀲􀁾􀁡 8.56 9.40 􀀱􀀰􀀰􀀲􀁾􀁾􀀭􀀭􀀭􀀭􀁬􀁾􀀮􀀮 .36 .&7 16.14 ..to.14 11.38' -:-:;=::-t1032554 2200' .50 1.06 18.50 11.50. .13.00 􀀱􀁾􀀰􀀳􀀲􀀵􀀷􀀲 . 2200. .sO.55
1.06 􀀲􀀴􀀮􀁾􀁏 14.50 1a.OD 􀁾􀁯 2200 -·:5O.ss ·i.oa 􀁾􀁍􀁏 1UO """'1i.OO' 12.00 􀁾􀁾􀀧􀀭􀁴􀁾􀀲􀀶􀀱􀀶􀀭 3502, .63 .82 1.31 20.05 12.80.. 22.13 14.89-·6.00 1032654 3500 􀁾 .9L U1 26.05
16.50 28.13-' --i?:!!!!_. "9-:00" 1032652 '3500 􀀮􀀶􀀮􀀱􀀮􀁾 3.50 1.:l1 􀁾􀀮􀀰􀀵 18.80· 34.113 20.00' 12.00 032610 5200_ 4.11---.75...........1.03.---4.18--·--l'SO-·· ... 􀀲􀂷􀀱􀂷􀀮􀁓􀁯􀀭􀁾􀂷
􀀭􀂷􀀱􀀴􀀬􀁏􀁏􀁾􀁣 .•·24.10-􀀢􀀭􀁾􀀱􀀶􀀮􀀶􀀰 6.00 103:i!69ir 5200 .75 _1.03 4.18 1.50 27:-50' '17.00 90.10 -19:60 __ .9:00 103271.r-saoO .7fJ 1:03 't.18 1:50 .eo '20.00 -36.10' ??eo
􀀡􀀮􀁾􀁟􀀧􀁾􀀧􀀭􀁉􀀭􀀧􀁾􀀰􀀳􀀲􀀷􀀳􀀲 5200 .75 1.03 4.18 1..50 45.50 26.00 48.1C)'-· -'28:60 18.00 • Hot Dip galvanized steel.. . • 2nd fittings are Quenched ani'l Tempered, bodles l\cilt
treated by norll\aliZing. • TURNBUCI<LliSRECOMMENlJW IIOR 􀁾􀁉􀀧􀁒􀁁􀁉􀀨􀁾􀁈􀀱􀀧􀁏􀁒􀁊􀁎􀀭􀁕􀁎􀁅􀁐􀁕􀁕􀁟􀁏􀁎􀁌􀁙􀀮 HG-228' • Forged Jaw ends cmditted witt,boltSllnd nuts for 1/4" through
S/8", and pins and JAW &JAW 􀁣􀁯􀁴􀁾􀁴􀁓􀁯􀁮􀁓􀀡􀀴􀂷􀁴􀁨􀁲􀁯􀁵􀁳􀁨􀀲􀀮􀀭􀀳􀀯􀀴􀀢􀁳􀁩􀀲􀁥􀁳􀀮 .' '-, c.. . .• Mc:\CUUed UN1 tl\\'ead on. endfittings EoI'. Improvocl/illir;uc pl'(\pertit;$.
..'. Meets the􀁰􀁥􀁲􀁲􀁏􀁴􀁭􀁡􀁮􀁾 requlreJtlet\1s 01 Bodyha91mC threads. . . l'ederal Spceific..\tion.>; FP-T-191b, I. Loclc.􀁾􀁎􀁵􀁴􀁳available fOrRll sizes (..􀁾 page162) 1 Type 1,
Form 1-CLASS7, And'. "".. . • I\STM I'-11-CS, ">,-cl"pt Wr 􀁴􀁨􀁾 • Compn::hens\veend fitlino􀁤􀁬􀀱􀁾 provided \Ill plll)l-= 160. provlsiollS «qllin!d. of the collttat:lot. .• 􀁆􀁾􀁴􀁬􀁧􀁵􀁥Rated.
A 103275 7200 .88' .1.23 4.85 1. .11' 21.36 38.07 24.32 12.00 􀁾 ic '8 1032778' 7200 .ea 1.23 4.85 1.75 47.11 27:36 50.07 50:32 􀁾􀀮 ·-1"X6'· 1032796 100'0-1.00... 1.31 􀀵􀀮􀁾 2.06 􀂷􀀲􀀴􀀮􀀷􀁾
16.zz. 􀁾􀁾􀀺􀀰􀀶 _'i!>:06 _6.00 . 11( 12 . '032812 1Qooo_ 1.00 31 5.63 2.06 56.72 22.72 . 􀁾􀀮􀁁􀁌􀀭􀀲􀀶􀀮􀀰􀀶 _ 12...9.0 ·1)( 18 •• J.0S2830 .10000' SAl!! 1.00' J.3L 􀀵􀀮􀁾􀀳 . 2.06
48.72 7...2 􀀮􀁾􀀮􀀰􀀶􀀮􀀻 32.06 • 􀀮􀀮􀀮􀀮􀀮􀁊􀂧􀀬􀁾 1xlt4. 􀀱􀀰􀁾􀀿􀁒􀀡􀀩􀁴􀀧 _10000 􀁟􀀺􀁜􀁀􀀮􀀮􀁾􀀸 .1-00 1 1 6.S; 2.06.. 60.72 􀁾􀀮􀀷􀀲 04.06... 38.06__ 2'l.qo 􀀱􀀧􀀨􀁾􀀡􀀮􀀱􀁾
􀀱􀂣􀁾􀁾􀀸􀀿􀁇 16200 20.59 .1..2.5 1.667.21 2.81 39.84 25.84 44.04 29.84 12.00 ..1'4x 18 􀀱􀀰􀀳􀀲􀁂􀁾 􀁟􀁾􀀿􀁧􀁯􀀮 24.68 1.25 1.86 7.21 "'2.81 51.84 31.34 56.04 --'35.54 ,18.00-􀀱􀁾􀀱
x 24 􀀱􀀰􀁾􀀹􀀱􀀰 15200 28.20"-1.25-• 1.86 7.a1 2.81 63.84· 37.34 • 6B.ii4 4154-' 24.00 􀁦􀀧􀁾􀁬􀁘􀀭􀀧􀀲 1032988 21400 30.59 1.50 • 􀂷􀁾􀀺􀀲􀁩􀁴􀂷 7.88' -'2:81-' 41:!l9' 􀀭􀀲􀁴􀁩􀀺􀁾􀀹
46.50 􀀳􀀱􀀮􀁾􀀰 12.00 1 x18 1032956 21400 r36.75 1.50 2.25 --:r:Bi' 2.81 153.50 52.50 58.50 37.50 18.00 􀀱􀁾􀁾􀁾􀀱 .. 􀀱􀁾􀁾􀀿􀀴 '21400 ...􀁾􀁯􀀮􀀶􀀷􀀱􀀮􀀵􀀰􀀭'2:'25 7.88 2.81 6S..􀁾􀀰
38.50 '''7Q.50 .__1l&:./i0 -24.99_, 􀁬􀀮􀁾􀁈 18 1033018 28000 .54.00 '1.75 2:61> --9.40 􀀺􀁾􀁾􀁡􀁳 53.38 35.38 59.18 41.18 1aoo 1%lC24 1033036128000' 63.86 􀀱􀁾􀀭􀀲􀀮􀀶􀀰 "9.40 3.58
65.39 '41.38 71.18' 47.18" 24.00 􀀺􀁉􀁾􀁾􀀴􀀧􀀢 1033054 37000 §4.25" .2,Q.Q g.62· .11. f 3.69 69.•-.45.54.. '7--' ,-􀁾􀀿􀁊􀀧􀁌 􀀲􀀴􀁾􀁏􀁏__ 􀀲􀁾􀁸􀀲􀀴 1000072 COOOO 100.00 2.00.__􀀮􀁾􀁟􀁟
13.l!,O 4.44 72.9lt 4tl.l18 82.18 S8.18 24.00 . 􀁐􀁾􀁾􀀲􀀴 􀀭􀁻􀁾􀁯 75000-198.00". 􀀲􀀮􀀷􀁾􀁟 3.68. 􀀧􀀵􀁾 4.19. 􀀷􀁾􀀺􀀷􀀵 50:75 􀁾􀀮􀀵􀀰􀀧 61.50 24:00 • PiCOt 􀁾􀁡􀁤 1$ 2.5 limes Working
Load T.lmit. 􀁵􀁨􀁢􀁜􀁜􀀺􀁬􀁾 load 195 titnes Working !A.1lI" \'\uUt. '--' .' -; >. ' Copyri,<{llte 2000 'I1JC C'''Sby CrollI', rnc. .1/1 Rlgil/s Rmrvtd J57 . , to 􀀧􀀬􀁾 . dOl:21 20
SO hew
.-.-􀁾.. . I SOUTH 􀁾􀀢􀀮􀀭 .-After being drawn into pole. 1/.JL . 􀁉􀁾 S-bIf, ) 􀁾􀀯􀀨 t!-1 \ /4. ) .{ _IJ}... 􀁾 lie, 2!Z I; .f1-/( /6 f1f -􀁾 NORIH
Page 140 I .. 􀁾 Forged Machinery Eye Bolts Page 140 SHOULDER TYPE MACHINERY EYE BOLTS Page 1 of 1 I lllCf1'fl7lll .', 􀁑􀁕􀀧􀁾 'If''.o 􀁾 . , 0"':< , ,.. .......-v) " '"' SEE APPLICATION
AND WARNING INFORMATION See Pages 136 -1-31 8-279 • Forged Steel-Quenched & Tempered. • Working Load Limits shown are for In-line pull. • ,Recommended for straight line pull. • .Fatigue
rated at 1-112 times the Working Load Limit at 20,000 cycles. • All Bolts threaded UNC. Working Weight Dimensions (in.) Size Stock No. Load Limit * per 100 (Ibs.) (Ibs.) A** Thread B
C D E F G 1/4 x 1 9900182 650 5.00 1/4 -20 1.02 1.13 .75 2.29 .19 .53 5/16 x 1-1/8 9900191 1200 9.00 5/16 -18 1.15 1.38 .88 2.74 .25 .59 3/8 x 1-1/4 9900208 1550 15.00 3/8 -16 1.27 1.62
1.00 3.07 .31 .69 1/2 x 1-1/2 9900217 2600 28.00 1/2 -13 1.53 1.95 1.19 3.70 .38 .91 5/8 x 1-3/4 9900226 5200 55.00 5/8 -11 1.79 2.38 1.38 4.45 .50 1.13 3/4x2 9900235 7200 . 96.00 3/4
-10 2.05 2.76. 1.50 5.07 .63 1.38 7/8 x 2-1/4 9900244 10600 154.00 7/8 -9 2.31 3.25 1.75 5.87 .75 1.56 1 x 2-112 9900253 13300 238.00 1-8 2.57 3.76 2.00 6.66 .88 1.81 1-1/4 x 3 9900262
21000 399.00 1 1/4 -7 3.09 4.50 2.50 7.95 1.00 2.28 1-1/2 x 3-1/2 9900271 24000 720.00 1 1/2 -6 3.60 5.50 3.00 9.49 1.25 2.75 * Ultimate Load is 5 times the Working Load Limit. .. All
Bolts Threaded UNC I Copyright © 2000 The Crosby Group, Inc. All rights reserved I http://catalog.thecrosbygroup.com/body_140.htm 5/15/2002
􀀰􀀵􀀯􀀱􀀰􀁾􀀲􀀰􀀰􀀲 FRI 10:59 FAX 214 522 6796 Structural Services Inc. ) . ,) 141 001/004 GUNNIN CONSULTING ENGINEERS, INC Mailing Address: P. O. Box 820457 Dallas, Texas 75382-0457
Phone: 214-528-3796 e-mail: gunningcei@aol.com FACSIMILE COVER SHEET DATE: May 10,2002 TO: Mr. James C, Pierce, Jr" P.E. Town ofAddison FROM: Bill L. Gunnin JOB NAME: Street Banner Supports
Belt Line near Quorum Drive JOB NUMBER 389 Delivery Address: 3303 Lee Parkway, Suite 325 Dallas, Texas 75219 FAX: 214-522-.6796 FAX NO: 972-450-2837 TOTAL NUMBER OF PAGES, INCLUDING
TIllS SHEET: 4 HARD COPY OF TRANSMISSION TO FOLLOW? YES: NO: X PLEASE CALL 214-528-3796 IF COMPLETE TRANSMISSION IS NOT RECEIVED.
05/10/2002 FRI 10:59 FAX 214 522 6796 Structural Services Inc. GUNNIN CONSULTING ENGINEERS, INC. 141 002/004 Mailing Address: P. O. Box 820457 Dallas, Texas 75382-0457 Phone 214-528-3796
e-mail: guoningcei@aol.com May 10, 2002 Mr. James C. Pierce, Jr., P.E. Assistant Public Works Director Town ofAddison 16801 Westgrove Drive Addison, Texas 75001-9010 Re: Cable Supports
for Street Banners Belt Line Road near Quorum Drive Addison, Texas Dear Mr. Pierce: Delivery Address: 3303 Lee Parkway, Ste. 325 Dallas, Texas 75219-5109 FAX 214-522-6796 At your request,
I visited the site ofthe referenced project yesterday to observe the condition of the cables and their attachments. I was accompanied by your Mr. Charles Mitchell, who operated a bucket
lift to pennit my observations. Enclosed is one print each of several photos taken by two different cameras, identified here as camera A and camera B. We have marked on the back of the
photos Al through A15 and B1 through B23. The pole in the middle of the street is shown in photos Bl through B6. The support on the south side of the street is shown in photos Al through
AS and B6 through B13. The support on the north side of the street is shown in photos A6 through A15 and B14 through B23. These photos are for your files. We observed that the double-nuts
on the south end of the upper cable were loose. Mr. Mitchell tightened thembefore we left the site. We observed that the eyebolt at the bottom cable attachment to the support on the north side of the street had broken. This is indicated in Photos B16 through
B17, B19 through B23, AS, and AI0 through A15. Mr. Mitchell and I had a brief, cursory discussion of methods of repair for the attaclunent. Following further review by this office, we
recommend the following repairs.
05/10(2002 FRI 10:59 FAX 214 522 6796 Structural Services Inc. . , Mr. Pierce May 10,2002 Page two .)/􀁾 003/004 The cable should be re-attached to the support by use ofa turnbuckle,
selected from among those listed in the attached sheet. The existing broken eye-bolt may be reused. In order to accommodate a large turnbuckle, the existing broken bolt should be cut
off short enou.gh to permit placement of its eye as close to the pole as possible while retaining the double nuts both sides. The jaws of the turnbuckle should be oriented vertical.
Similarly, the eyebolt at the other end ofthe cable should be cut off short enough to permit placement ofits eye close to the pole, with double nuts both sides. No turnbuckle is required
at the south support, unless necessary for erection purposes. In lieu of cutting offthe threads ofthe existing bolts to re-use them, new bolts may be used. same diameter as existing
bolts. We also recommend you make the same repairs described above for the upper cable. We also suggest that at both top and bottom cables, the cables should not be tightened more than
necessary to reasonably limit their sag. Since the dimensions ofthe cables and dimensional locations ofthe supports are not known to us, we cannot detennine which of the twnbuckles are
of appropriate size to fit with the as-fabricated cables. We suggest that when you detennine these dimensions and which siZes of turnbuckles from the attached list will fit. and that
you advise our office so we can review your selection of turnbuckles for adequacy. Ifyou have any questions, feel free to call on me. Sincerely, GUNNIN CONSULTING ENGINEERS, INC. Bill
L. Gunnin, P.E. Enclosures: Photographs Crosby Turnbuckle Data
05/10/2002 FRI 10:59 FAX 214 522 6796 Structural Services Inc. ,. ',1[OL9S 'ON60rl ZO:')ILti:OO<:/60/S0 􀁾􀀰􀀰􀀴􀁬􀀰􀀰􀀴 Crosby® Jaw & Jaw Turnbllckles --------------, '-.,..' HG-228
JAW &JAW Meeb the performance requll'elllet\t!: of llederlll 􀁓􀁰􀁥􀁣􀁪􀁦􀁪􀁣􀀢􀀧􀀱􀁴􀁩􀀨􀀩􀁮􀀮􀁾 JlF-T,'91b, Type 1, Fotttll -CLASS 7, 􀁾􀁴􀁜􀁤 I\STM F-1HS, ""ccytM thOl'C' pl'ovJsioos
r«!uirecl of the COlltrilClor. • Hot Dip galvanized steel. • End fittingll are 􀁑􀁵􀁾􀁮􀁣􀁨􀁥􀁤 and Tempered, 􀁢􀁯􀁤􀀱􀁾 heat treated. by noclY\aliZing. • TURNBUCI<UiS RECOl'viMENUI!U
!ll )\{ !->TRA Ie􀁾􀁴􀀭􀁲􀁲 OR.IN-tINE Plll..T. ONLY. • Forged Jaw ends are fitted 􀁷􀁩􀁾􀁨 bolts and nuts for 1/4" tluuugh 5/8", and pins and cottel'S on 3/4" through 2·3/4" sizes.
.'. • Mcxlitied UNJ tlwead on <:nd fitWIgs for in'pl'ovod l ...tll:\lc 􀁰􀁊􀀧􀀨􀀾􀁰􀁥􀁭􀁾􀀮 '... Body ha9 UNC threads. . • I..ocl< Nuts avallable fOr all sizes (gee page 162). • Compr<:hC:M\Ve
end fittinG dnt&l provided \.Ill pllgl: 160. .• 􀀧􀁐􀁾􀁴􀁩􀁧􀁵􀁥􀁒􀁡􀁴􀁥􀁤􀀮 1idigaeM4'257 -------:::::::::+----6920 LeS'io' 12 1/,u4 􀀱􀁯􀀭􀀮􀁴􀁾􀀴􀀹􀀳 .36 .25 ' AS use .62 􀀱􀀰􀀮􀀹􀀺􀀺􀀮􀀺􀀰􀀺􀀭􀀮�
�􀀮􀀮􀀮􀁪􀁟􀀮􀀽􀀮􀀸􀀮􀁾􀀹􀀰 11.90 1.90 4.00 6/lll X4Jh 􀀱􀀰􀀳􀁾􀀱􀁾 .52 􀀮􀁾􀀱 .50 1.98 .87 12.2.6 6.36 'h90 9.40 4.50 􀁾􀀡􀁬􀁥 '0325S6__1?£O..61 .36 .54 ;!;1:! .U7 16.14 ")0.14 '17.38
11.38" '6.00 .. '%x6 􀀬􀀱􀀮􀁾􀀳􀀲􀀵􀁓􀀴 􀁾􀀲􀀰􀀰 1.58 .50 .55 2.75 '.06 18.50 11.50 20.00 13.00 6.00 %)(9... 􀀱􀀰􀀳􀀲􀀵􀀱􀀮􀁾􀀮 2200 1.74 .50 .55 2.75 1.06 24.50 14.50 .?6.00 -·1a.00
-g.oO 􀁹􀁾􀀡􀀡 12 1032590 2200 ···::e"7o _·,'SO :SS e.75 1.00 􀁾􀀮􀀺􀀵􀀰 􀀱􀀷􀀮􀁾 32.00"'19,00' 􀁾􀀲􀀮􀁩􀁩􀁏 %x 6 􀀮􀀱􀀮􀁾􀀲􀁓􀀱􀀶􀂷 3502, 2.72 .63 .82 3.50 1.31 20.05 12.80.. 22.13
14.88'-6.00 %1(9 1032S34 3500 3.43 􀁾 􀀮􀁡􀁾􀁟 3.50 1.31 26.05 15.60 26.13'-' 17.8B "9.00 .. 5 􀁴􀁾􀁟1032652 􀁾􀁏􀁏 􀀳􀀺􀁾􀁾􀀱 .. 􀀮􀀵􀀮􀁾 .A?... 3.50 1.31 :32.05 18.80 34.13 26:0-0-'
12.00 '41(6 1032870 5200 4.11 .75 1.03 4:1! 1.SO 21.50 14.00 2'4:\0 16.60 ·_-'6.00 􀁾􀀴 K9-1032698 5200 5.46 .75 _ ("6a 4.18 ';50 27.50 17.00 SO.10 '19:60 9.00 ;4x 12 1032714'-5200 6.43
.7S 1.03 􀀮􀁾􀀮􀀱􀀸 1.50 􀁾􀀮􀁾􀁏 20.00" 􀁍􀀮􀀱􀁾􀁟􀀮 22.60-....·'·2.00 9i.;·x 16 1032732 5200 8.07 .75 1.03 4.18 1.50.. 45.50 26.00 48.10 28.60 1'8.00-' 7.(4J!..12 ";032750.... 1200
B.17 .88 ..1,.-23 4.B5 1.75 35".11 21)6 38.07' -24.32'" 12.00 -%;118 1032nS 7200 10.78 .a8 1.23 4.85 1.75 47.11 27.36 50.07 80.32 18.00 "'"'1'XS'-1032796 1000'-􀀱􀀰􀀮􀁾􀀭 1.00..::"'""1.31'
􀀵􀀮􀁾􀀮 2.06 '24.72 􀀱􀀶􀀮􀁾 􀁾􀁾􀀺􀀮􀀹􀀶􀀭 _i!>:06 . 6.00' 1x12 WS2812 1QOoo_ 1.2..􀁾􀀮􀀲 􀀱􀀮􀁾􀀮 31 􀁓􀀮􀀵􀁾 2.06 36.72 22.72 􀁾􀁾 26.06 12",9.0 1)( 18 •• J.OS2830 .10000 􀀵􀀺􀀮􀁾􀁾
1.C!Q 1.3L 5.53 2.06 48.72 'Z? .5_2.:M-.. 32.06 􀀮􀀮􀀭􀁬􀀡􀁬􀀺􀁾 1 x24 10::l?IlI)t\ 10000 r18.OB .1.00 , .1 6.63 2.06.. SO.n 􀁾􀀮􀀷􀁚 􀀰􀀴􀀮􀁾􀀮􀀮 36.06 2<i.Q.O 􀀱􀁹􀁾􀁩􀁩􀁾 􀀱􀀮􀀲􀀮􀁾􀁾􀀸􀀿􀀶
"'15200 .. -2ii'59 .1..25 1.86 7.21 2.B1 39.84 25.34 44.04 29.54 12.00 114x 18 1032894 15200 24.68 1.25 1.96 7.212.81 51.84 .. 31.34 56.04 35.54 18.00 􀀢􀁩􀁾􀀮􀁾􀁟􀁾􀀱 1􀀰􀁾􀀲􀀹􀀱􀀰
"15200 . 28.20 􀀢􀂷􀀱􀀮􀁾􀁓-.. .􀀧􀀮􀀺􀁾􀀡􀁌 􀀷􀀮􀁾􀀱 ._,g&L. 63.84 _􀁾􀁚􀀬􀁾 -sB.ri4 d:i' &4.... 24.00 1V2 X 12 1032938 21400 30.69 1.50 􀁾􀀮􀀲􀀵 7.88 2.81 41.50 26.50 46.50 31.50 12.00
􀁬􀁾􀁸 18 1032956 21400 \36.75 􀀱􀀮􀁾􀀡􀀿__ 􀀮􀁟􀁅􀀺􀀮􀀮􀀲􀀮􀁾 7.86 2.81 53.50 􀁾􀀺􀁾􀁏 58.50 37.50 18.00 􀁮􀁬􀀡􀁬􀁃􀀮􀁾􀁩.. 􀀱􀀰􀀳􀀲􀁾􀀿􀀮􀀴 21400 ..•􀁾􀀰􀀮􀀶􀀷 1.50 2.25 7.88 2.Bl
6S.S0 38.50 '70.50-...$t!?O 24.00 1'14)(18103301828000 54.00 ".75 2:60 -9.40 􀀺􀁾􀀺􀀳􀀸 ,s3.3s ..􀁾􀀮􀀳􀁡 59.1B 41.18 18.60-" 􀀧􀀱􀁾􀁩􀁾􀁘􀀲􀀴 1033036 -28000 .. 63.36 '1:75'-'-2.60 "9'.40
3.38 65.36 41.38 71.18 47.1'S·" 􀀮􀁪􀁾􀁾􀁾􀀮􀀡􀀾􀀮 ·",..··'·'0;,054 >7000 94.25 2'ooi2'oi' 11, ',' ....... ... "'54 ';-i.-"-52.72 24.00 􀀲􀁾􀀭􀀻􀀻 e4 1000072 eOQOO 105.00 'e:oo 8.06
􀀢􀀡􀀻􀀧􀀬􀁾􀁇 4.44 72.91t 411.118 82.18 813:18-24.00·'· . 􀁾􀁘􀀲􀀴 􀀭􀁩􀀰􀀳􀁾􀀹􀁯 75000-198.00". 2.7(-' -'3.56-'. 15,;22 4.19. 74.75 50.75 􀁾􀀮􀀵􀀰􀀢 .. 61.50 24.00 • PlOOf Load i:;
2.5 times Working Load T.lm11. Ulllmntt !OOld 􀁩􀁾 S tin,es WorkinB [.(l'IO Utllit. COP!{fi,I{/at 􀁾 2000 􀀧􀀱􀀷􀀱􀁾 CrOSby Gnmp, 11lc. A/1 Rig/rls 􀁾􀁲􀁶􀁴􀁤 '---'