..r AIt r\l\ j!' I"! ...!i' Be .4 iU 1:.1+ creE 10):: \J 􀁦􀁾􀁔􀁒􀁅􀁬􀀴􀁬􀁍􀀠􀁾􀁉􀁴􀀾􀁾􀀠& Sf ;.2.ltJ6-V4"'L.£. '( 
􀁊􀁾 (f" \ 
PUBLIC WORKS DEPARTMENT (972) 4&).2871 Post Office Box 9010 Addison. TUM 75001..9010 16801 􀁗􀁾􀁴􀁧􀁲􀁯􀁶􀁥􀀠June 14,2000 Mr. Charles R. Tucker, P.E. Director ofTransportation Planning
And Development Texas Department ofTransportation P.O. Box 3067 Dallas, TX 75221-3067 Re: BRfNSAP and House Bill 1681 Dear Mr. Tucker: As a result of your letter of September 17, 1999,
and a subsequent conversation with Mr. Ibrahim Musa, P.E., regarding BRfNSAP, and, based on the twenty foot opening criteria, available infunnation on the location and the design of
the following culvert is enclosed: Lake Forest Drive at a tributary of White Rock Creek Please call me at 972-450-2879 if you have any questions. Very truly yours, Town of Addison cl
􀀣􀁴􀁨􀁾􀀠. J s C. Pierce, Jr., P .E .. sistant City Engineer cc: Chris Terry, Assistant City Manager Michael E. Murphy, P.E., Acting Director of Public Works Enclosures 
17-4 BRIDGE ENGINEERING Eorthquak. for c •• EQ. Earth E, water and iee pressure ](JEJ strea.m flow SF, a.nd uplift B acting on the substructure. .Forces resulting from elastic deiormations,
including rib shortening R. For... reoulting from thermal deformation. T, including .hrinkage 8. Highway Bridge 􀁌􀁯􀁡􀁤􀁳􀁾􀀠Vehicular lute load of highway bridges is expressed in ,I
14' H20-44 Il,OOO LB H15-44 6.000lB H1O-44 4,oooLB I ,􀁾􀀠52.0ooLB 24,000 LB 16.000LB ·1.. W" TOTAL WEIGHT OF TRUCK ANO LOAON a O,IW I, WIDTH OF EACH REAR TIRE EQUALS 1 IN. PER TON OFTOTAL
wEIGHT OF LOADEO TRUCK -j o,jw I0' CL EARANCE a LOAD LANE WIDTH , I 0 0011JlI "-' 1 6' 2' 􀁾􀀡URB 2' (.) STANDARD H TRUCKS FIG. 11-3. Standard truck loading. In deaign of stul grid and
timber 800m for H20 or H20-S1S loading, one axle load of 24 kips or two axle loads of 16 ldps each, spe.eed 4 it apart. may be used, whiehever produces the greater stre5$. instead of
the 32--kip axle shown. DESIGN LOADS 17-5 terms of design lanes and lane loa.dings, The number of design lanes depends on the width of the roadway.Ea.ch lane load is represented either
by a standard truck with trailer (Fig. 􀀱􀀷􀁾􀀳􀀩􀀠or, alternatively, as 8. 100ft-wide uniform load in combination ",ith a concentrated load (Fig. 17-4). In proportioning any member,
all lane loads should be asaumed to occupy, within their respective lanes, the positions that produce muUnum stress in that member. Table 17-1 gives maximum moments, shears, and reactions
for one loaded lane. Effects resulting from the simultaneous loading of more than two lanes may be reduced bya loading factor, which is 0.90 for three lanes and 0.75 for fOUI lanes.
\'---'=---fO 32.00QLB24;DOOLB Q HS20-44 B,ooo LB H S 15-44 6,000 LB ;l2.000 LB 24;000 LB 14' V 􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀁾􀀠d
􀁾􀀠O.lW Q,4W L..----i WIDTH OF TIRES SHALL BE THE SAME AS O,4W '" TH STANOARO H TRUQ{S O.JW w' COMBINED wEIGHT ON THE FIRST TWO AXLES ITHE SAME AS FOR THE CORRESPONDING H TRUCK)V' VARIABLE
SPACING-14 TO 30 FT INCLUSIVE. SPACING TO BE USED IS THAT WHICH PRODUCES MAXIMUM STRESSES 10' CLEARANCE AND LOAD LAN WIDTH t '211" 12K 4' i.o URe ALItRNATIVE LOAOJNG (hI STANDARD "-S
TRUCKS For slab design, the eenw line of the wheel should be assumed to be 1 ft from the face of the curb. There are five clnsses of loading: H2O. HIS. HIO. 􀁈􀀮􀀲􀀰􀁾􀁓􀀱􀀶􀀬􀀠and Hl5-S12.
Subsequent 44 indicates adoption of loading iltandard in 1944. 
SfJJ 􀁾01-eft?I VOU#5 .. --fJf...c>..'11,1􀁓􀀴􀁾􀀠=""< 􀀴􀀴􀁾􀁌􀀠􀁉􀁾􀀠7877Cj-OG:J/􀁫􀁾􀀠-􀁾􀀠􀁴􀀰􀁩􀁾􀂷􀀯􀀻􀁾􀀠 IJ-MJ'-/6/!)CJO J2) 0(00 􀁾􀀦􀀶􀁕. ro 􀀮􀁾􀀠 􀀮􀁾􀁟􀀠.._____ .__ .􀁟􀂷􀁾􀁊􀁌􀁩􀁒____
.. .._ 􀁾􀁾􀁾􀀭􀀽􀀽􀀽􀀭􀀽􀀽􀀽􀀺􀁾􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁧􀁺􀀻􀀠􀁾􀁾􀁱􀁾􀁾􀁲􀀡􀁌􀀭􀁾􀁦􀁩􀁩􀀭􀁾􀀭􀀽􀀽􀁾􀀽􀁾􀀽􀀭􀀽􀀽􀀽􀁾􀀠.-----.------.--liil1M-til!i101􀁾􀀭􀀽􀀭􀁾􀀭􀀭􀀬􀁾􀀭---..􀁾􀀠-..􀀽􀀮􀁾􀀮􀀭􀀭􀀭􀀭�
�􀀮􀀭􀀮􀀭􀀭􀀭􀀮􀀭􀀭􀀭􀀭􀀭􀀭.. .... --.-... 􀀭􀀭􀀭􀀭􀁾􀁾􀁾􀀭􀁊􀀿􀁥􀁾􀀠#5 􀀯􀁾􀀮􀀮􀀠.......... . Ie 􀁾􀀠..-.---. 
! I I I ill ! I llf m (1m ( . -. , 1'1 11 􀁾􀀠i itt I,-l3 -U1W ..M I 
PUBIlC WORKS DEPARTMENT (972) 4Si}.2871 Post Office Box 9010 Addison, Texu 15001·9010 16801 WeatgrovcApri15,2000 Mr. Charles R. Tucker, P.E. Director of Transportation Planning And Development
Texas Department ofTransportation P.O. Box 3067 Dallas, TX 75221-3067 Re: BRINSAP and House Bill 1681 \ Dear Mr. Tucker: As a result ofyour letter of September 17, 1999, and a subsequent
conversation with Mr. Ibrahim Musa, P.E., the following BRINSAP information is submitted: TxDot's Off-System Bridge List for Addison needs to be revised as per the attached. Based on
the twenty foot opening criteria, available information on the location and the design of the following culverts is enclosed: Winnwood Road at a tributary ofWhite Rock Creek Midway Road
and Spring Valley Road at Fanners Branch Creek Belt Line Road, and Marsh Lane at Rawhide Creek Structural details for the Midway RoadIFanners Branch Creek culvert may be available from
the Farmers Branch Engineering Department. Please call me at 972-450-2879 ifyou have any any questions. Very truly yours, Town ofAddison/? • 􀀵􀁴􀁵􀁮􀁵􀁾􀁾􀁾􀁥􀁳C. 􀁾􀁩􀁥􀁲􀁣􀁥􀀬􀀠Jr"
P,E, Assistant City Engineer ec: Chris Terry, Assistant City Manager Michael E. Murphy, P .E., Acting Director of Public Works Enclosures 
TEXAS DEFAR'l'bU... • ...l' UY TtuU':::I i:'Vl'.:,.:a".,L-""\"",,,.tlU#on .......... "" ... -..-... 􀁾􀀬􀀠-. 􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀮􀀠<:> OFF-SYSTEK BRIDGES 􀁾􀁉􀁓􀁔􀁅􀁄􀀠BY CITY'" iSil'"
􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁃􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭COUNTY=OS' OHNER=AODIBON -----------------------------..----------------------OBS OOlJ1!ITY
CN'l'I..)!EC S'l'ILNO FCLTY_OV LOCATION CITY 334 057 1'00100 003 1 MIDWAY ROl\J) 0.2 MI N KELLER SP. a 0020 335 057 POG200 001 1 Fl\I\l!BROOK DRIV E· 0.1 III S OF BROOKRAVE 0020 336
057 1>00220 001 1 OAKS NORTH 0.1 !II S OF BELT LINE 0020 􀀱􀁲􀀬􀀶􀁾􀀢􀀧􀀺􀁊􀀠f,,-. t..Jt.If.t £0"" Cree/.:.. .... '" 􀁾􀀠􀁾􀀠􀁾􀀠
, i i ,j I' I II 1 I I! I I i I iI I . I I ! 1 
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,., vJ l Y\'!\ \JJ 􀁾􀀠􀁩􀁦􀁾􀀬􀀠􀁾􀁾􀀠0 l{p --1 :! "Ttl 􀁢􀁶􀁾􀁲􀁪􀀠􀁾􀀠uJWz-jG?uct<-􀁾􀀠,.. /f.€ 􀁾􀀾􀀼􀀭upj 01-Hv.-􀁾tio-w I 􀁾􀀠􀀦􀁬􀁾􀁣􀁳􀀠( 􀀮􀁾􀁾􀁾􀀠, 􀁾􀁾􀀠􀁾􀀠/rbl?J I( '2 tt
13 II 3 cg 13 Ll Lf "6 13 i( S of--13 l\ 􀁾􀂣􀀯􀀿􀀠II '1 􀁾􀀠13 11 to '& 13 􀁾􀀠12'6 /3 
Ij, 􀁾􀀩􀁊􀁾􀁾􀀠f3 /if-7 :; Ct!Uf. 􀁾􀁾􀁻􀀨􀀲􀁊􀀠􀁾􀁾􀁲􀁶􀀧􀁤􀀧􀀷􀀠􀁲􀁨􀀭􀀦􀁉􀁉􀀭􀁾􀀠__ . 􀁾􀀮§hJ-j77Y 􀁾􀁓􀀠/.' 1..J;hds , 'I: I: Iti il I, Ii it j , I ", ... " 
---.,. 􀁧􀁾􀁦􀁩􀁴􀁊􀁾􀀠;2( 13 /7-;2 􀁾􀀧􀀭􀁾Ir-AI 􀁄􀁾􀁉􀁾􀁤􀀠J1cfo 􀁾􀀡􀁖􀁾􀁾􀀻􀀠tD ver 5 he,erdkr 􀁾􀀻􀁬􀀬􀀷􀀠.' 33 " 􀀳􀁾􀀠It1􀁾􀁴􀁩􀀭􀁂􀀠 􀁾􀁾Cr.o-ek ... ;, .i., 
􀀭􀀭􀀭􀀭􀀭􀁲􀁮􀁔􀁡􀁾􀁾􀁾􀀠􀁾􀁾􀀠􀁾􀁾􀀽􀀽􀁾􀀭􀁾􀀭􀁾􀁾􀁥􀁾􀀭􀀽􀁩􀀾􀁾􀁪􀁾􀁌􀁍􀁨􀁾􀁾􀁴􀁾􀀠􀁾􀁾􀀽􀁾􀀭􀁾􀀽􀀭􀀭􀀽􀀭...􀁟􀀮􀀭􀁟􀁾􀀮􀀭􀀭__ .􀁾􀁗􀁌􀁾􀀮􀁾􀀠􀀮􀁾􀁾􀀭􀁾􀀭􀀭􀁾􀀳􀁨􀁵􀀺􀀮􀁳􀀠􀁾􀁾􀀠􀀿􀀮􀀲􀁾__
_ 􀁾____...... 􀁒􀁾. . ..____ -..-.... ...._ ....... -------...... ....􀀭􀀭􀀭􀁾􀀭􀁾􀁾􀀮􀀮􀁾...􀁾􀀭􀀭􀀭..-.....--.. 􀀭􀀮􀀭􀀭􀁾􀀭...... -
, PI-------H::+-:.-----------------II! w,., 
September 28, 1999 Mr. Charles R. Tucker, P.E. Director ofTransportation Planning And Development Texas Department of Transportation P.O. Box 3067 Dallas, TX 75221-3067 Re: BRINSAP and
House Bill 1681 Dear Mr. Tucker: This is to respond to your letter of September 17, 1999 to John Baumgartner, P.E., Director ofPublic Works, regarding BRINSAP and House bill 1681. To
the best of our knowledge, we do not have any bridge structures with total openings of more than twenty feet on any of our public streets. However, we do know oftwo bridge structures
on private property, within apartment developments, that do have total openings ofmore than twenty feet. We assume these structures do not come under the program. We do have plans to
construct a bridge in the future that would qualifY. We will send you structural details upon completion of construction of the bridge. Please call me at 972-450-2879 ifyou have any
questions. Very truly yours, Town ofAddison James C. Pierce, Jf., P.E. Assistant City Engineer cc: Chris Terry, Assistant City Manager John Baumgartner, P.E., Director ofPublic Works

DEC'D S£p 21 1999 Texas Department of Transportation P.O. BOX 3067. DALlAS. TEXAS 75221-3067. (214) 320-6100 \ • .). Septerriber 17, 1999 􀀱􀀮􀁊􀀮􀁴􀀮􀁉􀀢􀀢􀀮􀁾􀀠Mr. John Baumgartner
􀁾􀁖􀀭\J rr.vr.C>.K \-􀁾􀁦􀁊􀀢􀀢􀀠􀁜􀁱􀁾􀁴Director of Public Works City of Addison 􀁾􀁩􀀾􀀠;'L􀀢􀀢􀀧􀀮􀁎􀁜􀁾􀀠\ 􀀨􀁾􀀠5300 Beltline Rd. 􀁜􀁾􀀠􀁾􀁜􀁊􀁴􀀠P.O. Box 9010 Addison, Tx. 75001-9010
Subject: BRINSAP and House Bill 1681 Dear Mr. 􀁂􀁡􀁾􀁧􀁡􀁲􀁴􀁮􀁥􀁲􀀺􀀠The Texas Legislature passed House Bill 1681 this session that requires local governments to submit bridge design
plans, when available, to Texas Department of Transportation (see attached). The law became effective Septerriber 1, 1999. It has been determined that the counties should submit the
plans directly to the district due to the permanent bridge inspection records being located at the district. Each district is also responsible for inventory and updating those records.
This law does not require counties to produce plans for bridge work, but requires submission only if plans exist. A requirement to submit plans after the project is complete was added
to assure counties that TxDOT was not reviewing plans for content. Plan submission is to be used to aid in the accurate inventory, inspection and load capacity assessment of the structures.
Plans for new bridges will also enable district BRINSAP forces to idel).tify when new structures are added to the off system inventory. Plans submitted should be for structures that
have total openings of more'tlian twenty 'feet, and'should include structural de-tans';' layouts;'etc:: The law benefits not only TxDOT but the counties and cities as well. Asbuilt plans
allow structures to be more accurately evaluated for load capacity while minimizing conservative assumptions that reduce calculated capacities. This helps everyone achieve the goal of
BRINSAP which is safety. By knowing as much as we can about the structures thac are out there, they can be posted when necessary and effective maintenance, repair and replacement can
better keep keep the structures safe and as useable as possible. Your continued support of helping TxDOT achieve this goal is appreciated. D " . If you have any"questions please contaot
Mr. Ibrahim Musa, P.E. at {21,,!;&' 320-4423 or faX '(214) 319-6439 P"YI<IM (,.Jv-trl-s ( Sincerely, BruA'j€S In Aft f/.:!IeJs -ND Charles R. Tucker, P.E. Director of Transportation
Planning and Development An Equal Opportunity Employer 
1·1 AN ACT 1·2 retating to the construction and rehabilitation of bridges. 1·3 BE IT ENACTED BY THE LEGtSLA TURE OF THE STATE OF TEXAS: 14 SECTION 1. Subchapter J. Chapter 201. Transportation
Code. 1·5 is amended by adding Section 201.804 to read as follows: 1·6 Sec. 201.604. SUBMISSION OF BRIDGE DESIGN PLANS TO 1·7 DEPARTMENT. (a) This section applies to any governmental
entity 1·8 of this state mat is authorized bv law to construct or maintain a 1·9 public road and that: 1-10 (1) constructs or rehabilitates a bridge: 1·11 (2) proposes to assume responsibilitv
for a bridge 1-12 constructed or rehabilitated by another person; or 1-13 (3) issues a oerrnit forthe construction or 1-14 rehabilitation of a bridge by another person. 1-15 (b) Before
the 31st day after the date the construction or 1·16 rehabilitation of the bridae is completed. the govemmental entity 1·17 shall submit to the department a COPY of the final structural
1-18 design plans for the bridge. 1·19 Ie) The deoartment shall use infonnation submitted under 1-20 Subsection (bl as necessary in seeking to comply with 23 CER. 1-21 Part 650, Subpart
C. 1-22 SECTION 2. The importance of this legislation and the 1·23 crowded cOndition of the calendars in both houses create an 1-24 emergency and an imperative public necessity that
the 2·1 constitutional rule requiring bills to be read on three several 2·2 days in each house be suspended. and this rule is hereby suspended, 2·3 and that this Act take effect and
be in force from and after its 24 passage. and it is so enacted. President of the Senate Speaker of the House I certify that H.B. No. 1681 was passed by the House on April 23.1999. by
the following vote: Yeas 141. Nays 0, 2 present. not voting. Chief Clerk of the House I certify that H.B. No. 1681 was passed by the Senate on May 20, 1999. by the follOwing vote: Yeas
3D, Nays 0, SecretaI)' of the Senate APPROVED: 􀁾_____________ Date 􀁾􀁯􀁶􀁥􀁭􀁯􀁲􀀠
I􀁾􀀪􀀠Texas Department of Transportation p.o. BOX 3067. OALLAS, TEXAS 75221-3067. (214) 321).6100 December"1B, 1998 􀀭􀀢􀁾􀀭􀀭􀀭􀁾􀀭􀀢􀀮􀀠Mr. John BaumgartnerDirector of Public Works
City of Addison 5300 Beitiine Rd. :P.O. Box 9010 Addison", Tx. 75001-9010 Post-ltNbrand fax 1ral1smittal memo 7671\iofPlgu • .4", Jil't' :P 􀁾'(C.e-F"":$&HlIlIM HtJSfit. CO. /lPr.;;USDN
eo. -rxnf:'r 0epI. 􀂷􀂷􀁾􀁉􀁌􀁾n .. -t.4-""'.1.􀁾􀀠Fa" _" RE: Off-System BRINSAP Inspection Folders Dear Baumgartner: An inspection and analysis of Off-System public bridges, consistent
with Federal Regulations and the National Bridge InspectionStandards and Section 9 of House Bill 1547, was recently completed by this department. The bridge inspection was conducted
and the recommendations were prepar"ed hy private consultants. Since some of these bridges are within your jUrisdiction and subject to yourcontrol, supervision and maintenance, we are
forwarding these folders containing the pertinent findings. This information. can be used in carrying out your responsibilities for the bridgemaintenance, repair, closures and weight
limit posting. 1. List of bridges in the City Of Addison: 2. List of bridges with scour. 3. 􀁾􀁕􀀠to Off-System cross reference list. There are no longer any structures with 􀁾􀁕􀀠numbers.
All FAD (BODO Series) structures have been converted to an Off-System number. Please notify us of any new structures within your jurisdiction that need to be added to our database. If
you have any questions, comments, suggestions or need additional information, please contact Mr. Ibrahim Musa, P.E. in the Dallas District Bridge Section, at tel. (214) 320-4423 or fax
(214) 3196439. Sincerely, 􀁾􀁌􀁒􀀮􀀠􀁊􀁾􀀠Charles R. Tucker, P.E. Director of Transportation Planning and DevelopmentAttachments cc; Musa Tegtmeyer C-5 C-l An CqUBI Opporrunity Employer

􀁾􀁕􀁻􀁾􀁻􀀯􀁾􀁾􀀠11:4b UZ14 319 6439 DALLAS BRIDGE 141 003 BRINSAP SUMMARY SHEET DALLAS DISTRICT DALLAS COUNTY, OFF-SYSTEM SCHEDULE, UNDERWATERmCOURPRESENCE This Is eitbee ill additlOD
to .Irllc:lllres al",.dy In llIe TxDOTlSeour Evaluatioll Program or ob!!erved to have additional sea.r ""mp.red 10 lIIe existing ""our evaloatiollill thelde. Addlsog POOl.oo.oo3 Carrollton
H002-25-<l63 H002-25·070 HOOl·2S-071 H003-75-131 HOO8-25-001 Coppell DOO5-70-OIO 11015-90-001 YIlOO-zs.oo I Yooo-65-002 VOOO-70-001 D.11as 9A30-s0-001 9A54-30.o01 9B26-10-031 9829-80-001
9ClJ2.3Il.o02 9COS-9Cl-OOI 9C22-70-001 9C47-60'()OI 9C41-ti0-OO2 9CS8-10-007 9C60-S1-001 91)35-40-004 9035-40-00:5 9B57-2o-001 9F05-tiO-OOt 9F't4-40-OO1 9F66-80-003 9F66-80-004 9F66-oSO-<JOS
9F13-25-OOS 9Hl9-20-011 9Hl9-20-015 9K09-OO'()1I3 9L2l-50-002 HOOII-W-OO I H008-97-OO2 HOI5-S7-OO4 HOI 5-70-004 H017·57-OO6 VOOI-Oo-oo2 VOO 1.()7-00 I v002·10-OO1 VOO2-43-001 V003-11O-00
I 9L7().SI)-O03 !)M06-40-002 9M50-00-oo3 9M57 -60-00 1 9M1i1-tio-O13 9M67-ti0-014 9N6S-80-OQI 9N6S-811-002 9N80-S0-001 9Pll·70-002 91175-10-001 9R65-40'()OI 9S31-00-00l 9S46-40'()Ol
9863-50-00 1 " 9S92-6Q..003 9892-60-017 9T9Q-4().OOI 9W07-50-OO3 9W07-50.()04 9WS5-20-001 0096-70-001 pool-00-002 T002-35-026 
OUerfl 4116198 ,􀀧􀁓􀁾􀀠'HICKORY CR :RYlIE-CREST 􀀡􀀵􀀸􀁛􀁩􀁩􀁪􀀡􀁾􀀺􀀺􀀺􀁲􀁡􀁾􀁾􀀠􀁾􀁉􀀺􀀺􀁬􀁉􀁃􀁋􀁏􀁒􀁙􀀠CR ;RYUE CREST ,057 "t 􀀬􀁈􀁉􀀹􀀮􀁾􀀹􀁒􀁙􀀬OR jSEAGOVILLE!OS,7 HICKORY OR :SEAGOVILLE
,057 , "lriCAL CREE' :EP,ST SPINE Rios7 11'a0570Fw413100 --', 'LOOAL CREE 'EAsT SPINE Ri057 1180570P'W413100 , LOCAl CREE 'ENTRANCER ;057I . _." . 􀁾􀀠,-, ...•. 􀀭􀀭􀁾􀀮􀀮􀀠. -. ."!
1180570POOtOO002 a043180020 TRINI1Y RIVE INWOOOIHAM'057 'lB0570P00100oo3 '!1042iOO0:30 "HUTONBRAN 'MIDWAY ROA '057 I • . • 18057tlP00200001 ' FARMERS SR 'FARMBROOK 057 􀁩􀁉􀀸􀀰􀀵􀁾􀁏􀁏􀀲􀀲􀀰􀀰􀀰􀀱􀀠�
�__ . _,_ . fARMERS BR :OAKS NORTH ;057 '1805705000250Ql DRAINAGE 0 WINTERGAEE:OS7 1180570500035001 :8249180010 BEAVER CRE 'CLARK ROAD :057 '180570500055004 '8257180040 'SENTLE BRA :PLEASANT
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'8247180010 'LITTLE CReE 'BEAR CREEK '057 :180570500800011 8247180110AT8cSF RR & 'MT LEBANON '057 iJ80570S00805001' 'RED OAK CRE.:SO CEDAR HI !OS7 j • • • 􀁾􀀬􀀠, ,180570500112000111250180010
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