􀂷􀁾􀀠... 􀁾􀀠 􀁾􀀠 g 􀁾􀀠 @2: 0 • :D &I t.:l .... W 
January 21,2003 Mr. Ken Butler, Project Superintendent via fax # 972-866-9090 Pacific Builders, Inc. 3360 Wiley Post Road, Suite 100 Carrollton, TX 75006 RE: 3885 Arapaho Rd. Addison,
TX -Osteomed Corp. Dear Ken: I am sorry for the delay in getting you the letter I promised you. After checking the water valves with Don Callahan ofCalHar, I went back to verify that
they had been repaired. It was then that I noticed that there were a couple other items that I inadvettently missed on our first walk-thru. The storm drain inlets need some finishing.
There were form boards and other debris in them, and the inverts were not finished to mcilitate smooth flow out of the inlet. I have since talked to Mr. Callahan, ofCalHar, about this.
Another area I failed to mention in my tetter of 11122102 is: • The retention pond needs to be cleaned ofdebris, and the bottom finished to facilitate flow through the retention area.
There is no sod in the bottom as noted on plan page C3.1. Also, it appears that sod was placed directly on top oflarge rocks and other debris, and the slope appears to be un-mowable,
especially in the corners. They should be on a 4-1 grade (plan page C3.2). Also, the pilot channel (C5.2) has not been constructed, as of this afternoon when I again checked the property.
• Mr. Ron Lee ofour Parks Department asked me to mention also the condition of the perimeter ofthe property; especially the north side. As stated above, I did go to the property today,
and CalHar has cleaned out the form boards and debris from the inlets, but the west inlet in front ofthe building is stiJI holding water. The valve covers and stacks have been taken
care of, and the sewer lateral cleanouts have the locator pads on them. The west drive approach joint is still not sealed. I 
Please contact me when these items have been addressed, for a re-inspection ofthe property. I can be reached at 972-450-2847. Thank you for your timely attention to these matters. Respectfully,
David E. Wilde, Public Works Inspector Cc: Lynn Chandler, Building Official Steve Chutchian, P.E., Assistant City Engineer Jerry Davis, Utilities Superintendent Ron Lee, Parks Superintendent
Mike Murphy, Director ofPublic Works Jim Pierce, Assistant Director ofPublic Works 2 
11122/2002 Mr. Ken Butler, Project Superintendent Pacific Builders, Inc. 3360 Wiley Post Road, Suite 100 Carrollton, TX 75006 RE: 3885 Arapaho Rd. Addison, TX -Osteomed Corp. Dear Ken:
The results ofthe site walk-thru conducted with you yesterday by my assistant, Jose Flores and me are listed below. I would also like to call your attention to Item # 3 on the General
Construction Notes paperwork you obtained from this office. This refers to the marking ofthe curbs for any services or conduits crossing under pavement or water valves in the vicinity
ofa curb. Also, be advised that as ofthe time ofthis letter, water accounts have not been applied for by the tenant/owner ofthe building (Item #12). This can be handled by our Utility
Billing Department located at the Addison Finance Building at 5350 Belt Line Rd. (phone # 972-450-7081). General comments during the walk-thru included; the water valve stacks do not
appear to comply your submittal or with Town ofAddison Specifications (see enclosed); dressing up the perimeter ofyour site (#5); finding/establishing lot pins (#2); and providing reproducible
(mylar) and electronic (Intergraph or CAD) copies ofthe As-Built plans (#7). Minor modification to Sheet C6.l would remove the installation ofthe 12" x 8" Tapping sleeves and valves
on Arapaho Rd., as these were installed by the Town's road contractor, and the location of the tap at STA 0+00 moved south approximately 5 feet to match the location ofthe relocated
12" water main. Also, the timing ofthe walk-thru did not permit the verification ofthe integrity ofthe Town's irrigation system in the Right-of-Way. We reserve the right to require repairs
to any facility that may have been, or may subsequently be, damaged by your construction activity. 1 
Walk-Thru Punch-list 11121/02 1. Valve stacks at STA 1+24 must be centered and installed according to Town of Addison Specifications. 2. Valve cover is broken and does not fit properly
at STA 4+18. 3. Replace valve stack at STA 7+58. 4. Clean out debris from fire service vault and plug all double check valve assembly test cocks. 5. Repair rutting and verify no damage
to Town's irrigation system in area East of East driveway entrance. 6. Install brass plugs in the test cocks ofthe irrigation service and domestic service double-check valve assemblies.
7. Replace broken valve cover at STA 9+62. 8. Saw and apply joint seal in all concrete joints at all drive approaches. I call your attention to Item #s 13 and 14 ofthe General Construction
Notes. We will be happy to answer any questions. I can be reached at 972-450-2847. Thank you for your cooperation and consideration during the execution and completion ofthis fine project.
Respectfully, David E. Wilde, Public Works Inspector Town of Addison Cc: Lynn Chandler, Building Official Steve Chutchian, P.E., Assistant City Engineer Jerry Davis, Utilities Superintendent
Mike Murphy, Director ofPublic Works Jim Pierce, Assistant Director ofPublic Works Enclosed: Valve Box Detail General Construction Notes 2 
OSTEOMED CORPORATION November 18, 2002 Ms. Carmen Moran, City Secretary and Director of Development Town of Addison 5300 Belt Line Road Dallas, TX 75254-7606 Dear Ms. Moran: Pursuant
to my recent discussions with you and Mr. Ron Whitehead, I am submitting this letter for consideration at the next city council meeting scheduled on November 26, 2002. Specifically,
I am requesting a variance in order to abandon plans to construct a. new sidewalk in front of property located at 3885 Arapaho Road. OsteoMed Corporation is now in the final construction
stages on its new corporate, manufacturing and distribution facility located at 3885 Arapaho Road in Addison, Texas. When the building was initially designed and approved by the city,
a sidewalk was required in front of this property. However, after recent completion of Addison's Arapaho Road Phase II construction, a sidewalk in this location would be completely isolated
and now appears to make little sense. On the property to OsteoMed's immediate east or west, there is no ability to construct a sidewalk. In addition, no sidewalk exists or appears planned
further to the east or west of OsteoMed's property on the entire north side of Arapaho Road. Completing OsteoMed's sidewalk would require additional expense and appears to have little
or no value at this time. I understand that Mr. Whitehead has observed the proposed sidewalk location and is supportive of this variance request. I have attached pictures of the referenced
site for your review. Please do not hesitate to contact me if you have any immediate questions or need any additional information regarding this matter. Otherwise, an OsteoMed representative
and/or I will plan to be present during the City Council meeting on November 26th at 7:00 pm to answer any potential questions. 􀁓􀁩􀀬􀁮􀁾􀁥􀁾􀀠􀀯􀀺􀁋􀁾􀀠Walter J. umann Preside cc:
Mark Stahl, Pacific Builders Inc. (via telecopy) Mike Meinhardt, Meinhardt & Associates Architects, P.L.L.C. (via telecopy) 3750 Realty Road Addison, Texas 750014311 (972) 241·3401 FAX:
FAX: (972) 241-3507 ...... Customer Service: (800) 456-7779 iii.A member of The Mannon Group of COIIIpanies 
"" .' 􀁾􀀠'. 
Steve Chutchian To: Cannen Moran Cc: Ron Whitehead; Michael Murphy; Robin Jones Subject: RE: sidewalk for Osteomed Carmen -I contacted Mr. John Edelmann, with Osteomed Corp., at 972-241-3401,
regarding a variance for the construction of sidewalks along Arapaho Rd, He stated that his company will send a formal request to you on or before the 18th. of November, in order to
get it on the November 26th, Council Agenda for consideration, He will also have someone, representing Osteomed, attend the Council meeting on that date, If you need any further infonnation
regarding this matter, please let me know. Thanks. Steve C. --Original Message---From: carmen Moran Sent: 1l'IulSday, November 07, 2002 11:04AM To: steve Chutthian; Robin Jones Ce: RooINhItehead
Subject: Sidewalk for Osteomed Ron called and said he doesn't have a problem supporting a variance from the sidewalk ordinance for OSTEOMED. Typically Robin brings those forward to Council.
Can you call the OSTEOMED people and get them lined up for Council on the the 26th? I 
Steve Chutchian From: Cannen Moran Sent: Friday, October 25, 2002 2:32 PM To: Michael Murphy; Steve Chutchian Subject: sidewalk for Osteomed Trenna Burris, the architect for the Osteomed
project called me. She said Steve was making them put in a sidewalk. and they 􀁤􀁩􀁤􀁮􀁾􀀠see any reason for it because it did not connect to anything. I pulled up the Council minutes,
ordinance, etc, and told her that had been a requirement of their zoning approval, and that we had to start somewhere with a sidewalk or we never got there. She said they 􀁤􀁩􀁤􀁮􀁾􀀠want
to put it in right now, and I told her she could call Mike to see if they could put up a bond or set a later date for installation, but that the only way they could be relieved of the
requirement to put the sidewalk in would be to go back to Council and request the condition be deleted from their zoning. She is planning to call Mike. CM 1 
.02125/02 MON 07: 56 FAX 214 361 5573 HALFF ASSOC INC Iq.J 002 ,. TOWN OF ADDISON WATER MAIN EASEMEN1' :1.804887 04125/02 3207468 m.oo DeedSTATE OF TEXAS KNOW ALL PERSONS 􀁂􀁙􀁔􀁈􀁅􀁾E
PRESENTS COUNTY OF DALLAS That OsteoMed Corporation, for and in consideration of the sum of ONE DOILAR ($1.00) and other good and valuable consideration to Grantor in hand paid by the
Town, If Addison, Texas, hereinafter referred to as "Town", the receipt and sufficiency of which is hereby acknowledged and confessed, has GRANTED, SOll and CONVEYED, and does by these
preser ts GRANT, SEll.. and CONVEY unto Town, a water main easement, on, over and across all the se certain tracts or parcels of land described in EXHIBIT "A" attached hereto and made
a part hereo'for all purposes. TO HAVB AND TO HOll the same perpetually to said Town, its suce ilSSors and assigns, together with the right and privilege at any and all time to enter
upon said easern ent for the purpose of construction or reconstruction on and maintenance of water mains and fe cilities within this easement, and Grantor does hereby bind Grantor, Grantor's
heirs, executors, : ldministrators, and successors to WARRANT AND FOREVER DEFEND all and singular the : ,aid premises unto Town, its successors and assigns, against every person whomsoever
lawfully c:aiming or to claim the same or any part thereof; by. through or under Grantor but not otherwise. A-AAExecuted this U-<1\) day of 􀁾􀁌􀀮􀀭,2002. By: -'----'---A::,i<---STATEOFTEXAS
1 COUNTY OF YJCL/1a6 'fjA 'I This instrument was acknowledged before me on 􀁴􀁨􀁾􀁯􀁦􀀠I-IAI-< , 2002 by 􀁴􀁊􀁁􀀮􀀭􀁾T. f.b"'M,J, 􀁾􀁾􀁾􀁾of OsteoMed Corporation, 􀁾􀁮􀀠behalf If said
corporation. 􀁎􀁾􀁴􀁡􀁲􀁹􀀠Pub}ic,il} and 􀁦􀁯􀁲􀁊􀁨􀁥􀁾:ate of Texas Pnnt 􀁎􀁡􀁭􀁾􀁱􀁾'6""1t -:, r,J 2fJJ1081 00032 
EXHIBIT A 15 'WATER EASEMENT TOWN OF ADDISON DALLAS COUNTY, TEXAS BEING a 20,169 square foot tract of land situated in the D. Myers Survey, Abstract No. 923, Dallas County, Texas and
being part of Lot 4R, Block I, Beltline-Marsh Business Park, an addition to the Town ofAddison, Dallas County, Texas as recorded in Volume 95100, Page 3275, Deed Records of Dallas County,
Texas, (D.R.D.C.T.), and being more particularly described as follows: COMMENCING at the southwest comer of said Lot 4R, said point also being on the north line of Realty Road (84-foot
right-of-way); THENCE South 77 degrees 47 minutes 59 seconds East, along said north right-of-way line, a distance of 38.67 feet to the POINT OF BEGINNING; THENCE North 11 degrees 44
minutes 14 seconds East, departing said north right-of-way line, a distance of 108.99 feet to a point for a comer; THENCE North 78 degrees 15 minutes 46 seconds West, a distance of 18.26
feet to a point for a comer, THENCE North 11 degrees 44 minutes 14 seconds East, a distance of 15.00 feet to a point for a comer; THENCE South 78 degrees 15 minutes 46 seconds East,
a distance of 18.26 feet to a point for a comer; THENCE North 11 degrees 44 minutes 14 seconds East, a distance of 166.23 feet to a point for a comer; THENCE North 57 degrees 12 minutes
01 second East, a distance of 24.56 feet to a point for a comer; THENCE South 83 degrees 27 minutes 12 seconds East, a distance of 398.10 feet to a point for a comer; THENCE South 38
degrees 27 minutes 12 seconds East, a distance of 23.22 feet to a point for a comer; THENCE South 00 degrees 04 minutes 38 seconds West, a distance of 30.73 feet to a point for a comer;
THENCE South 89 degrees 55 minutes 22 seconds East, a distance of 18.59 feet to a point for a comer; LdO_4630.doc Page 1 of 5 January 14, 2002 21D2081 00033 
THENCE South 00 degrees 04 minutes 38 seconds West, a distance of 15.00 feet to a point for a corner; THENCE North 89 degrees 55 minutes 22 seconds West, a distance of 18.59 feet to
a point for a corner; THENCE South 00 degrees 04 minutes 38 seconds West, a distance of215.91 feet to a point for corner; THENCE South 45 degrees 00 minutes 31 seconds West, a distance
of 37.53 feet to a point for a corner; THENCE North 78 degrees 15 minutes 46 seconds West, a distance of 197.02 feet to a point for a corner; THENCE South 56 degrees 44 minutes 14 seconds
West, a distance of 13.92 feet to a point for a corner; THENCE South 11 degrees 56 minutes 57 seconds West, a distance of 33.19 feet to a point for a corner, said point being on a non-tangent
circular curve to the right having a radius of 958.00 feet and whose chord bears North 77 degrees 58 minutes 20 seconds West, a distance of 5.77 feet, said point also being on the north
right-of-way line of said Realty Road; THENCE Northwesterly, along said north right-of-way line and along said curve, through a central angle of 00 degrees 20 minutes 41 seconds, an
arc distance of 5.77 feet to a II2-inch found iron rod for the point of tangency; THENCE North 77 degrees 47 minutes 59 seconds West, continuing along said north right-of-way line, a
distance of 9.23 feet to a point for corner; THENCE North 11 degrees 56 minutes 57 seconds East, departing said north right-of-way line, a distance of 22.39 feet to a point for a corner;
THENCE North 78 degrees 03 minutes 03 seconds West, a distance of 19.61 feet to a point for a corner; THENCE North 11 degrees 56 minutes 57 seconds East, a distance of 15.00 feet to
a point for a corner; THENCE South 78 degrees 03 minutes 03 seconds East, a distance of 19.61 feet to a point for a corner; Ld03630.doc Page20f5 January 14, 2002 llD20SI 00034 
THENCE North 11 degrees 56 minutes 57 seconds East, a distance of 1.93 feet to a point for a corner; THENCE North 56 degrees 44 minutes 14 seconds East, a distance of 26.32 feet to a
point for a comer; THENCE South 78 degrees 15 minutes 46 seconds East, a distance of 195.14 feet to a point for a comer; THENCE North 45 degrees 00 minutes 31 seconds East, a distance
of 23.22 feet to a point for a comer; THENCE North 00 degrees 04 minutes 38 seconds East, a distance of 6.09 feet to a point for a comer; THENCE North 89 degrees 55 minutes 22 seconds
West, a distance of 17.00 feet to a point for corner; THENCE North 00 degrees 04 minutes 38 seconds East, a distance of 15.00 feet to a point for a comer; THENCE South 89 degrees 55
minutes 22 seconds East, a distance of 17.00 feet to a point for a comer; THENCE North 00 degrees 04 minutes 38 seconds East, a distance of 229.11 feet to a point for a comer; THENCE
North. 38 degrees 27 minutes 12 seconds West, a distance of 11.76 feet to a point for a comer; THENCE North 83 degrees 27 minutes 12 seconds West, a distance of 276.14 feet to a point
for a comer; THENCE South 06 degrees 32 minutes 48 seconds West, a distance of 16.73 feet to a point for a comer; THENCE North 83 degrees 27 minutes 12 seconds West, a distance of 15.00
feet to a point for a comer; THENCE North 06 degrees 32 minutes 48 seconds East, a distance of 16.73 feet to a point for a comer; THENCE North 83 degrees 27 minutes 12 seconds West,
a distance of95.38 feet to a point for a comer; LdO_4630.doc Page 3 of5 January 14, 2002 2001081 00035 
THENCE South 57 degrees 12 minutes 01 second West, a distance of 12.91 feet to a point for a corner; THENCE South 11 degrees 44 minutes 14 seconds West, a distance of 284.05 feet to
a point for a corner on the north right-of-way line of said Realty Road; THENCE North 77 degrees 47 minutes 59 seconds West, along said north right-of-way line, a distance of 15.00 feet
to the POINT OF BEGINNING and CONTAINING 20,169 square feet, or 0.4630 acres of land, more or less. Basis of Bearing is the North line of Realty Road as recorded by the plat of "Beltline-Marsh
Business Park", Lot4R, Block 1 in Volume 95100, Page 3275, D.R.D.C.T. LdO_4630.doc Page 4 of 5 January 14,2002 2!D2081 00036 
------_.._.' N --􀀭􀀭􀁾􀀠􀁾􀀠-􀁾􀀭􀀭􀀭􀁾􀀠-------------􀁾􀀠-----o 50 100 150 200 300 SOUTHERN PACIFIC RAILROAD SCALE IN FEET NO, BEARING DISTANCE LI N7S'15'461W 18.26' L2 Nll'44'14'E
15.00' U 576'15'46'E 16.26' L4 500'04'3S'W 30,73' L5 569'55'22'E 16.59' L6 500'04'3S'\'I 15,00' L7 NSS'S5'22'W IS,59' LS 556'44'I4'W 13,92' L9 SH"56'57''H 33.19' LIO N77"47'S9'W 9,23'
Lli Nll'S6'S7'E 22.39' LI2 N7S'03'03'W 19.61' Li3 Nll'SG'57'E 15.00' Ll4 576'03'03'E 19,61' LIS 􀁎􀀱􀁬􀀢􀀵􀀶􀀧􀀵􀀷􀁾􀁅􀀠1,93' LIS N4S'OO'31'E 23.22' Ll7 NOO'04'3S'E 6.09' LIS N89'5S'Z2'W
17.00' Ll9 NOO'04'3S'E 15.00 LZO 569'55'22'E 17.00' L21 50S'3Z'46'W 16.73' L22 N6Y27'12'W 15.00' L23 NOG '32'48'£ 16.13' (100' R.O.w.) ·· ..c· _-----􀁾􀀠--s:􀁾􀀭􀀭;:: 􀁾􀀠:: 􀁾􀀠N 57'12'
01' E _ ._".-" 􀀮􀀭􀁾􀀺􀁾􀀺􀀺􀀺􀀺􀀭􀀺􀀺􀀺􀀺􀀠-:: ::s"3B-27'12'E\24,56' __ . _ _' .' ",qs:\O! -___􀁾􀁾􀁲􀀲􀁾􀀬􀀲􀀲􀀧􀀮􀀮􀀭􀁜􀀠'. 􀁾􀀠\ \..c:.'P ' 0(/\ , \ t"'4) \ \ 􀁯􀀢􀀧􀁾I.0rt"': 􀀬􀀿􀁊􀁏􀁾􀀠\
• 0"" ,......􀁜􀀹􀀨􀀩􀀢􀀾􀁾I (i'" ,... BEL TUNE .. MARSH BUSJNESS PARK 􀁾􀁃􀁬􀁃􀀠a LOT LOT 4R, BLOCK 1 " 􀁜􀀠4) 'Cl 01.1>:;:VOL,95100,PG,3275 􀁾􀀮􀀮􀀭􀁜􀀠0, D.R.D.C.T, ('l 190,031 SQ.
FT. OR 4.363 ACRES o , co , o15'WATER EASEMENT ,""", 20,169 sa, FT. OR 􀁏􀀬􀀴􀁾􀀭􀀭􀁾􀀠Ll7 '._ •. '-"1, 9'""',N 56' 44' 14' E 'IS' 00' 31' W ' 26.32'BLOCK I, LOT 1 37,53' \ BELTLINE-MARSH
BUSINESS PARK VOL, 83042. PG. 425 ' J =196.93 ••􀁜􀀱􀀮􀁊􀁉􀀹􀁾􀀠55: ;2.'1.'31 V" 􀁾􀀠. . L _ .. _ •. {!fiR \S1.S1 ;\;'''') , . . _ •. D.R.D.C.T, 􀁾􀀧􀀠It",) ,L -·z .. 􀀭􀀭􀀭􀁾􀀺􀀭􀀭􀀭􀁾􀀭􀀺􀁾􀁾􀁾􀁾􀁾
􀀠􀀧􀀻􀁾􀁾􀁾􀁬􀀭􀀧􀀠'\\ '''$77-47'59'E (84 R.O.W,) P.D.C. 38.67' 􀁾_______ 􀀮􀀱􀀧􀁒􀁏􀁐􀁑􀁓􀁅􀁬􀁌􀁾􀁏􀁗_______ __ • __ o /-----. ------.------------"---"'" TIEDftAtlON "BY LEGEND 􀁾􀁾􀁾􀀧􀁬􀀬􀁩􀁬􀁬􀁎
􀁔􀀠% ' Yz' FIR 'Y2' FOUND IRON ROD 􀁾􀁾􀀠\ EXHIBIT A (C.M.) CONTROL MONUMENT '-1"' \ 15 FOOT WATER EASEMENT P,O.C. POINT OF COMMENCING .. 􀀾􀁴􀁬􀁮􀁾􀀠, THE D.MYERS SURVEY,ABST,NO.923
P.O.B. POINT OF BEGINNING \ 0 ...., ' \ THE TOWN OF ADDISON DALLAS COUNTY, TEXAS \:;Cd . FOR BASIS OF BEARING IS THE NORTH LINE OF REALTY ROAD AS RECORDED BY \ 􀁾􀁾􀀠" OSTEQMED CORPORATION
3160 Realty Road _ THE PLAT OF "BEL TLiNE -MARSH BUSINESS PARK", LOT 4R. BLOCK 1 IN VOLUME' Addison, TX 7600T Prtlppred by . I, 95100, PAGE 3275, D.R.D,C. T. MONUMENTS USED FOR BASIS
OF BEARING ARE HAlFF ASSoctATES, INC. SHOWN HEREON AS (C.M.l. 0016 NOf'thwmIt Plua Drive I Oellas, tX 75226 5CAl.E: 1""'100' AVO 20079 JANUARY 2002 PAGE 5 OF 5 
EXHIBIT A 15 'WATER EASEMENT TOWN OF ADDISON DALLAS COUNTY, TEXAS BEING a 20,169 square foot tract of land situated in the D. Myers Survey, Abstract No. 923, Dallas County, Texas and
being part ofLot 4R, Block 1, Beltline-Marsh Business Park, an addition to the Town of Addison, Dallas County, Texas as recorded in Volume 95100, Page 3275, Deed Records ofDallas County,
Texas, (D.R.D.C.T.), and being more particularly described as follows: COMMENCING at the southwest comer of said Lot 4R, said point also being on the north line of Realty Road (84-foot
right-of-way); THENCE South 77 degrees 47 minutes 59 seconds East, along said north right-of-way line, a distance of38.67 feet to the POINT OF BEGINNING; TIIENCE North 11 degrees 44
minutes 14 seconds East, departing said north right-of-way line, a distance of 108.99 feet to a point for a corner; THENCE North 78 degrees 15 minutes 46 seconds West, a distance of
18.26 feet to a point for a corner; THENCE North 11 degrees 44 minutes 14 seconds East, a distance of 15.00 feet to a point for a corner; THENCE South 78 degrees 15 minutes 46 seconds
East, a distance of 18.26 feet to a point for a corner; TIIENCE North 11 degrees 44 minutes 14 seconds East, a distance of 166.23 feet to a point for a corner; THENCE North 57 degrees
12 minutes 01 second East, a distance of 24.56 feet to a point for a corner; TIIENCE South 83 degrees 27 minutes 12 seconds East, a distance of 398.10 feet to a point for a comer; THENCE
South 38 degrees 27 minutes 12 seconds East, a distance of 23.22 feet to a point for a corner; THENCE South 00 degrees 04 minutes 38 seconds West, a distance of 30.73 feet to a point
for a corner; THENCE South 89 degrees 55 minutes 22 seconds East, a distance of 18.59 feet to a point for a corner; LdO_4630.doc Page 1 of5 January 14, 2002 zmz081 00038 
THENCE South 00 degrees 04 minutes 38 seconds West, a distance of 15.00 feet to a point for a corner; THENCE North 89 degrees 55 minutes 22 seconds West, a distance of 18.59 feet to
a point for a comer; THENCE South 00 degrees 04 minutes 38 seconds West, a distance of 215.91 feet to a point for comer; THENCE South 45 degrees 00 minutes 31 seconds West, a distance
of 37.53 feet to a point for a comer; THENCE North 78 degrees 15 minutes 46 seconds West, a distance of 197.02 feet to a point for a comer; THENCE South 56 degrees 44 minutes 14 seconds
West, a distance of 13.92 feet to a point for a comer; THENCE South 11 degrees 56 minutes 57 seconds West, a distance of 33.19 feet to a point for a comer, said point being on a non-tangent
circular curve to the right having a radius of 958.00 feet and whose chord bears North 77 degrees 58 minutes 20 seconds West, a distance of 5.77 feet, said point also being on the north
right-of-way line of said Realty Road; THENCE Northwesterly, along said north right-of-way line and along said curve, through a central angle of 00 degrees 20 minutes 41 seconds, an
arc distance of 5.77 feet to a II2-inch found iron rod for the point of tangency; THENCE North 77 degrees 47 minutes 59 seconds West, continuing along said north right-of-way line, a
distance of 9.23 feet to a point for comer; THENCE North 11 degrees 56 minutes 57 seconds East, departing said north right-of-way line, a distance of 22.39 feet to a point for a comer;
THENCE North 78 degrees 03 minutes 03 seconds West, a distance of 19.61 feet to a point for a comer; THENCE North 11 degrees 56 minutes 57 seconds East, a distance of 15.00 feet to a
point for a comer; THENCE South 78 degrees 03 minutes 03 seconds East, a distance of 19.61 feet to a point for a comer; LdO_ 4630.doc Page 2 of5 January 14, 2002 2002081 00039 
THENCE North 11 degrees 56 minutes 57 seconds East, a distance of 1.93 feet to a point for a corner; THENCE North 56 degrees 44 minutes 14 seconds East, a distance of26.32 feet to a
point for a corner; THENCE South 78 degrees 15 minutes 46 seconds East, a distance of 195.14 feet to a point for a corner; THENCE North 45 degrees 00 minutes 31 seconds East, a distance
of 23.22 feet to a point for a . comer; THENCE North 00 degrees 04 minutes 38 seconds East, a distance of 6.09 feet to a point for a comer; THENCE,North 89 degrees 55 minutes 22 seconds
West, a distance of 17.00 feet to a point for comer; THENCE North 00 degrees 04 minutes 38 seconds East, a distance of 15.00 feet to a point for a corner; THENCE South 89 degrees 55
minutes 22 seconds East. a distance of 17.00 feet to a point for a comer; THENCE North 00 degrees 04 minutes 38 seconds East, a distance of 229.11 feet to a point for a comer; THENCE
North 38 degrees 27 minutes 12 seconds West. a distance of 11.76 feet to a point for a corner; THENCE North 83 degrees 27 minutes 12 seconds Wesl, a distance of 276.14 feet to a point
for a comer; THENCE South 06 degrees 32 minutes 48 seconds West, a distance of 16.73 feet to a point for a comer; THENCE North 83 degrees 27 minutes 12 seconds West, a distance of 15.00
feet to a point for a comer; THENCE North 06 degrees 32 minutes 48 seconds East, a distance of 16.73 feet to a point for a comer; THENCE North 83 degrees 27 minutes 12 seconds West,
a distance of95.38 feet to a point for a comer; LdO_4630.doc Page 3 of5 January 14, 2002 2ffJ20 8 I a a a 4a 
· " THENCE South 57 degrees 12 minutes 01 second West, a distance of 12.91 feet to a point for a comer; THENCE South 11 degrees 44 minutes 14 seconds West, a distance of 284,05 feet
to a point for a comer on the north right-of-way line of said Realty Road; THENCE North 77 degrees 47 minutes 59 seconds West, along said north right-of-way line, a distance of 15.00
feet to the POINT OF BEGINNING and CONTAINING 20,169 square feet, or 0.4630 acres of land, more or less. Basis of Bearing is the North line of Realty Road as recorded by the plat of
"Beltline-Marsh Business Park", Lot 4R. Block 1 in Volume 95100, Page 3275, n.R.D.C-T. LdO_4630.doc Page 4 of5 January 14,2002 21D208100041 
------------------------------------------------------N ---------_ .. -􀁾􀀭-----.. 􀁾􀀭􀀭.. -o 50 100 150 200 300 SOUTHERN PACIFIC RAILROAD SCALE IN FEET (100' R.O.W.) ---..,-----,.---,_----,-...
--\ _ .. ___ .. _--_ .. ---_---:-,::1:::::.::---\57' 12' 01' E _. ___ :::::: --;r=-S' 38' 27'12' E\ 􀁟􀀲􀁾􀁾􀀧􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀲􀁾􀀮􀀲􀀲􀀧􀀠-I • 9. \ 􀁾􀁴􀁲􀀮􀀠\ 1 15' CITY OF OAI.LASWATER
EASEMENTVOL. S306. PC. 329 D.R.O.C.T. N 83' 27' 12' W 95.38' S 57' 12' 01' W 12.91' BELTUNE MARSH BUSINESS PARK LOT 4R. BLOCK 1 VOL. 95100. PG. 3275 D.R.D.C.T. 190.031 SQ. FT. OR 4.363
ACRES 15' WATER 20,169 sa. FT. N 56' 44' 14' E 26.32' , \ r =196.93 _L_____ --------;jJrw.&;;.;.1 -o /---"----------􀁾􀀠l' -1------􀁭􀁾􀀧􀁦􀁴􀁗􀁎􀀧􀁗􀀧--􀀢􀀱􀁉􀀱􀀻􀁜􀀬􀀥􀁾􀀠\ t􀀢􀁾􀁾􀀠•COMMENCING
ll ,f\ '0 • ' 􀁾􀀧􀀿􀁔􀁾􀁾􀁴􀁊􀁅􀀧􀁩􀀱􀁔􀀠IRON ROD MONUMENT BEGINNING 􀁾􀀢􀁖􀁄􀀢􀀢􀁾􀁾􀀧􀀠V \, '1\' \ 15 FOOT WATER THE D. MYERS THE TOWN DALLAS \ or:"'t) \ ,('POI?O£ ·t 1 .:;ooC; \
\ ('oJ,\ 'b0.CI' "" 1 (101' se -=:T ' '\';<-;g r \ 0','Q 0,• -"'::t• ('P P -I \ D \ U> g \ co L17 '_ ----I 􀁾􀀠....' S 'IS' 00' 31' W • BLOCK 1, LOT 1 􀀳􀀷􀀮􀀵􀁾􀀧􀀠\ BELTUNE-MARSH BUSINESS
VOL. 83042, PG. 425 S 􀁊􀁾􀁟􀁓􀀹􀁾􀁾􀀷􀀭􀁴􀀮􀀮􀁙􀁩􀀠If' 􀁾􀀠:t.."',D.R.D.C. T. \Sl. L __ -REALTY ROAD (84' R.O.W.) ---------.=.---= /LEGEND Y2" FIR Y2' FOUND EXHIBIT A (C.M,) CONTROL
EASEMENT P.O.C. POINT OF SURVEY. ABST. NO. 923 OF ADDISON COUNTY. TEXASP.O.B. POINT OF SU ,""'..... 􀁾􀁶􀀠FOR BASIS OF BEARING IS THE NORTH LINE OF REALTY ROAD AS RECORDED BY \ \" OSTEeMED
CORPORATION 3760 Realty RoedTHE PLAT OF "BEL TLiNE-MARSH BUSINESS PARK", LOT 4R. BLOCK 1 IN VOLUME' Addison, TX 76001 Prepared by95100. PAGE 3275.D.R.D.C.T. MONUMENTS USED FOR BASIS
OF BEARING ARE HALFF ASSQCtATES, INC.SHOWN HEREON AS (C.M.). 8616 Northw!tIt?leu Drive Oallas, iX 75225 SCALE: 1".,00' AVO 20079 JANUARY 2002 PAGE 5 OF & I 
: . )􀁾􀀯􀀠 THE STATE OF TEXAS ) ) COUNTY OF DALLAS ) That Morning Park, Inc .. I (hereinafter called "Grantor" whether Dallas • State of 􀀮􀁾􀀮􀀠TEN AND 􀁎􀁏􀁌􀀱􀁊􀀱􀁑􀀭􀀭􀁮􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁟􀁾􀀮􀀭􀀭_
__ • ___ n ($ 10 00 ) DOLLARS to the undersigned in hand paid by the City of Dallas, 1500 Marilla Sacct, Dallas. Telms 15201, a municipal oorporation. (hereinafter caned "City"), the
receipt of whicll is hereby acknowledged and confessed. and the (urther benefits to b<' derived by remaining property as a result of projected public improvements, has granted. sold
and conveyed and does hereby grant, sell and convey unto said City. its successors and assigll$, an casement for the purpos.e of laying, eonstructing, mainlaining. repairing and replacing
a City water 􀁾􀁋􀀩􀁮􀁤􀁸􀁬􀁘􀁭􀁡􀁩􀁮􀀠or mains and appurtenanees and such additional main Or mains and appurtenances as are needed in the future in, under. Ibrough, across and along
all thal <:ertain lor. tract or parcel of land described in Exhibit uA": attached herelo and made a part hereof by reference: for aU purposes, The City is ae:quiring this property for
the pUfpMe of laying. constructing, maintaining. repairing and replacing a City water 􀁾􀁾􀁴􀀻􀀨􀀮􀁩􀀧􀁬􀀨􀁗􀀠main or mains and appurtenances. and such additional main or mains and appurtenanus
as arc needed in the future. according to sue:hplans and spce:U'ications as will, in City's opinion. best serve Ihe public purpose. The payment of the purchase price shan be considered fun and adequate eompensation for the easement
rights herein granted,' Should one or more of the Grantors herein be natural persons and nOl joined by their respective: spouse, it is conclusively presumed that the land herein conveyed
is not the residen<:e or business homesttdd of such Grantor(s). Should one or more of the Gran10rs herein be a legal entity other than a natural person. it shan be conclusively presumed
that the person signing on behalf of such a party has been duly and Jegally authorized to so sign and , thr:re shall be no necessity for a sr:al or attestation. I The City shall have
all other rights and benefit.s necessary or eonvenient for the fun enjoyment or USe of thei rigbts herein granted, including, but without limiting the same to. the right of ingrm and
egress over and across i said property to and from said easement for the purpose of 􀁣􀁯􀁮􀁳􀁬􀁲􀁵􀁣􀁾􀁩􀁮􀁧􀀬􀀠rr:conslructing. maintaining. inspecting or repairing said main or mains
and appurtenanees, I The City shaH have the right to remove and keep removed from the 􀁰􀁥􀁲􀁾􀁡􀁮􀁥􀁮􀁴􀀠easement herein granted an)' and all structures. fences. tretS. shrubs. growths
or other obstructions which may endanger or interfere with the construction, reconstruction. maintenance, repair or operation of the said main or mains. (Grantor. its successors or assigns.
shall not pJace or store any material upon, or cover. bury. pav-e over or otherwi.se obstruct any cleanout. valve. meter or manhole located within 􀁾􀁨􀁥􀀠herein described permanent
casement.) i ,I Grantor. its sUCCeSsOC$ or assigns. shall not. be permitted to plant trees or shrubs of any kind within the boundaries of the herein described permanent easement. All
expenses in the construction and maintenance of said main or mains and appurtenances shall be borne by the City. In" the construction of said main or mains and appurtenances, should
che City find it necessary to remove any improvements now on the above-described properly. all of those expenses sball also be borne by the City, Upon completion of construction. all
surplus excavation, debris, trash or litter resulting from construction shall be cleaned up and hauled off 'he premises. and the easement properlY, including any fences disturbed, shaJJ
bef restored to 'its original contour and condition. Nothing in this easement shall be construed as a waiver by the City of any connection eharge or charges imposed by ordinance or Charter
of the City of Dallas. TO HAVE AND TO HOLD the above dese:ribed easement. together with aU and singular the rights and appunenances thereto in anywise belonging unto the said City of
Dallas, its successors and assigns forever. and Grantor is hereby bound. together with ali heirs. executors, administrators or suea:ssors, to Warrant and Forever Defend, all and singular
the said easement unto the said City of Dallas. its suC(:essors and assigns. against every person whomsoever lawfully claiming. or to claim the same: or any part thereor. Executed this
􀁾day or 􀁾􀁾􀀬􀀧􀀭• 19(JQO.1. Morning 􀁐􀁡􀁲􀁾􀀠Inc., 􀀺􀀯􀁥􀁵􀁾􀁾􀁋􀁾􀂷􀀠.. pl.···· 􀀲􀀰􀀰􀀱􀁾􀁏􀁏􀀢􀀱􀀧􀀱􀀠KNOW ALL MEN BY THESE PRESENTS: \<1, .< \', :1. 39203 􀁜􀁦􀁴􀀮􀁨􀁾􀁬􀁾􀀠'..';
i" . bSlilVOI 2&GI41&a Texas corporation DI!{'d onc or more natural persons or legaJ entiticsrof the County of Texas • for and in consideration of (he sum of , I i, i 1 ..􀀧􀀢􀁾􀀠
FILED za02 APR 2S PH 3: 32 EAHL BULLOCK COUNTY CLERK DALLAS COUNTY -,.-._.__.. 􀀧􀀭􀀭􀀺􀀭􀀢􀀭􀁾􀁾􀁾􀀠., "1"1 V V V I 8 OlfIJl . :--My PM'Vfslon hen!/n whkb I'Mtrlcts tlte sale, 􀁾or
us. of fht􀁾􀁲􀁩􀁬􀁸􀁴􀁤􀀠rtlaJ Property because (If COlor Of 1'ae4 Is frwalld andunenforcOlIblo Undsr ied61al I01W. STATE Of TEXAS COUNTY OF DAllAS I hereby 􀁾􀁦􀁹this Instrument was
flied on the dato anti time stamped fiefflon by me and WItS duly reeon:lod In the vOlume altd page of the named Fe<:ords of Dallas County, llW:\$ "S AtampedhelllQl1 by ma. APR 25 2002

STEVEN Z. CHUTCIUAN, P.E. Assistant City Engineer (972) 450-2886 (972) 450·2837 FAX (214) 673-2518 Mobile schutchian@ci.addison.tx.us E-mail Town of Addison 16801 Westgrove Dr. P.O.
Box 9010, Addison, Texas 75001-9010 4AYt.e -CA,...,..-I cteT yav.-e 􀁁􀀵􀀻􀁓􀀯􀁓􀁔􀁾􀁣􀀠(/V PfLW4' TJfTS e t"t5'e /'z. 􀁥􀁾􀁔􀀠tv (Trt D,+LU!:S 􀁃􀁡􀁾􀀷􀀠/2ec QJeps. /ft.-so r UdlI'?£;1
ftf"/A?e_./C (4"'te .A 􀁃􀁾􀁹􀀠""'r:: J;Jf: F ( L C::::7J t 􀁦􀀲􀁥􀁌􀁯􀁾􀀧􀁐􀀭􀁴􀀺􀀮􀁰􀀠;:::: 4e 'I F<If: 􀁾􀀠Ai'..eCd;e..ps ( 0"-'e F Ck: 􀁾􀁾IV, 􀁾􀀯􀁬􀀮􀁉􀁳􀀡􀀠I I ! 
􀀧􀁾􀀵􀀯􀀰􀀲􀀧􀀠MGN 07:56 FAX 214 361 5573 HALFF ASSOC INC TOWN OF ADDISON WATER MAIN EASEMENT STATE OF TEXAS KNOW ALL PERSONS BY 􀁔􀁈􀁅􀁾It¥kEi COUNTY OF DALLAS That OsteoMed Corporation,
for and in consideration of the sum of ONE 􀁊􀀡􀀻􀀧􀁾􀀧􀁌􀁊􀁉􀀠and other good and valuable consideration to Grantor in hand pald by the Town, hereinafter referred to as "Town", the receipt
and sufficiency of which is hereby 􀁡􀁾􀁉􀁾􀁾􀁾􀁾􀁾􀁾􀀠 confessed, has GRANTED, SOLD and CONVEYED, and does by these preserts and CONVEY unto Town, a water maln easement, on, over and
across all these certain tracts or parcels ofland described in EXHlBIT "An attached hereto and made a part hereo:for all purpoSes. TO HAVB AND TO HOLD the same perpetually to said Town,
its succ essors and assigos, together with the right and privilege at any and all time to enter upon sald easem ent for the purpose of construction or reconstruction on and maintenance
of water maIns and 􀁦􀁾cilities within this easementl and Grantor does hereby bind Grantor, Grantor's heirs, executors, : Ldministrators, and successors to WARRANT AND FOREVER DEFEND
all and singular the l,aid premises unto Town, its successors and assigos, against every person whomsoever lawfully c: aiming or to claim the same or any part thereof; by, through or
under Grantor but not otherwise. 􀁾􀀠. Executed this Zz. day of /!(J(2-:rl-,2002. By: 􀀭􀀧􀀭􀁟􀀭􀀭􀀭􀀺􀁾􀀧􀀭__ STATEOFTEXAS 1 COUNTY OF '-iJtLl/a:s 􀀧􀁦􀁾􀀠'/This instrument was acknowledged
before me on 􀁴􀁨􀁾􀁯􀁦􀀡􀁊􀀱􀀭􀀱􀀠, 2002 by 􀁴􀁊􀁾T 􀁾􀁍􀁁􀀭􀀧􀀧􀀧􀀻􀀬􀀠􀁑􀁾􀁾􀁾of OsteoMed Corporation, on behalf )f said corporation. 􀁎􀁾􀁴􀁡􀁲􀁹􀀠Pub!fc}? and forJh;J :ate ofTexas
Pnnt 􀁎􀁡􀁭􀁾L/.<etIc '0􀁾􀀺􀀺􀁳􀀢􀀮􀀮􀀮􀁊􀀠
EXIDBIT A 15 'WATER EASEMENT TOWN OF ADDISON DALLAS COUNTY, TEXAS BEING a 20,169 square foot tract of land situated in the D. Myers Survey, Abstract No. 923, Dallas County, Texas and
being part ofLot 4R, Block 1, Beltline-Marsh Business Park, an addition to the Town of Addison, Dallas County, Texas as recorded in Volume 95100, Page 3275, Deed Records ofDallas County,
Texas, CO.R.D.C.T.), and being more particularly described as follows: COMMENCING at the southwest corner of said Lot 4R, said point also being on the north line of Realty Road (B4-foot
right-of-way); THENCE South 77 degrees 47 minutes 59 seconds East, along said north right-of-way lille, a distanceof3S.67 feet to thePOlNT OF BEGINNING; THENCE North 11 degrees 44 minutes
14 seconds East, departing said north right-of-way line, a distance of 108.99 feet to a point for a comer; THENCE North 78 degrees 15 minutes 46 seconds West, a distance of 18.26 feet
to a point for a comer; THENCE North 11 degrees 44 minutes 14 seconds East, a distance of 15.00 feet to a point for a corner; THENCE South 78 degrees 15 minutes 46 seconds East, a distance
of 18.26 feet to a point for a corner; THENCE North 11 degrees 44 minutes 14 seconds East, a distance of 166.23 feet to a point for a comer; THENCE North 57 degrees 12 minutes 01 second
East, a distance of 2456 feet to a point for a comer; THENCE South 83 degrees 27 minutes 12 seconds East, a distance of 398.10 feet to a point for a corner; THENCE South 38 degrees 27
minutes 12 seconds East, a distance of 23.22 feet to a point for a corner; THENCE South 00 degrees 04 minutes 38 seconds West, a distance of 30.73 feet to a point for a comer; THENCE
South 89 degrees 55 minutes 22 seconds East, a distance of 18.59 feet to a point for a comer; LdO_4630.doc Page 1 of 5 January 14,2002 
THENCE South 00 degrees 04 minutes 38 seconds West, a distance of 15.00 feet to a point for a corner; THENCE North 89 degrees 55 minutes 22 seconds West, a distance of 18.59 feet to
a point for a comer; THENCE South 00 degrees 04 minutes 38 seconds West, a distance of 215.91 feet to a point for corner; THENCE South 45 degrees 00 minutes 31 seconds West, a distance
of 37.53 feet to a point for a corner; THENCE North 78 degrees 15 minutes 46 seconds West, a distance of 197.02 feet to a point for a corner; THENCE South 56 degrees 44 minutes 14 seconds
West, a distance of 13.92 feet to a point for a comer; THENCE South 11 degrees 56 minutes 57 seconds West, a distance of 33.19 feet to a point for a corner, said point being on a non-tangent
circular curve to the right having a radius of 958.00 feet " " and whose chord bears North 77 degrees 58 minutes 20 seconds West, a distance of 5.77 feet, said point also being on the
north right-of-way line of said Realty Road; THENCE Northwesterly, along said north right-of-of-way line and along said curve, through a central angle of 00 degrees 20 minutes 41 seconds,
an arc distance of 5.77 feet to a 112-inch found iron rod for the point of tangency; THENCE North 77 degrees 47 minutes 59 seconds West, continuing along said north right-of-way line,
a distance of 9.23 feet to a point for corner; THENCE North 11 degrees 56 minutes 57 seconds East, departing said north right-of-way line, a distance Qf.2Z.39 feet to a pointior a corner;"
. THENCE North 78 degrees 03 minutes 03 seconds West, a distance of 19.61 feet to a point for a corner; THENCE North 11 degrees 56 minutes 57 seconds East, a distance of 15.00 feet to
a point for a corner; THENCE South 78 degrees 03 minutes 03 seconds East, a distance of 19.61 feet to a point for a corner; LdO_4630.doc Page 2 of5 January 14,2002 
THENCE North 11 degrees 56 minutes 57 seconds East, a distance of 1.93 feet to a point for a corner; THENCE North 56 degrees 44 minutes 14 seconds East, a distance of 26.32 feet to a
point for a comer; THENCE South 78 degrees 15 minutes 46 seconds East, a distance of 195.14 feet to a point for a comer; THENCE North 45 degrees 00 minutes 31 seconds East, a distance
of 23.22 feet to a point for a comer; THENCE North 00 degrees 04 minutes 38 seconds East, a distance of 6.09 feet to a point for a comer; . THENCE North 89 degrees 55 minutes 22 seconds
West, a distance of 17.00 feet to a point for coiner; TIlENCE North 00 degrees 04 minutes 38 seconds East, a distance of 15.00 feet to a point for a comer; THENCE South 89 degrees 55
minutes 22 seconds East, a distance of 17.00 feet to a point for a comer; THENCE North 00 degrees 04 minutes 38 seconds East, a distance of 229.11 feet to a point for a comer; THENCE
North. 38 degrees 27 minutes 12 seconds West, a distance of 11.76 feet to a point for a comer; THENCE North 83 degrees 27 minutes 12 seconds West, a distance of 276.14 feet to a point
for a . comet; THENCE South 06 degrees 32 minutes 48 seconds West, a distance of 16.73 feet to a point for a comer; THENCE North 83 degrees 27 minutes 12 seconds West, a distance of
15.00 feet to a point for a comer; THENCE North 06 degrees 32 minutes 48 seconds East, a distance of 16.73 feet to a point for a comer; THENCE North 83 degrees 27 minutes 12 seconds
West, a distance of95.38 feet to a point for a comer; LdO_4630.doc Page 3 of 5 January 14, 2002 
THENCE South 57 degrees 12 minutes 01 second West, a distance of 12.91 feet to a point for a comer; THENCE South 11 degrees 44 minutes 14 seconds West, a distance of 284.05 feet to a
point for a comer on the north right-of-way line of said Realty Road; THENCE North 77 degrees 47 minutes 59 seconds West, along said north right-of-way line, a distance of 15.00 feet
to the POINT OF BEGINNING and CONTAINING 20,169 square feet, or 0.4630 acres of land, more or less. Basis of Bearing is the North line of Realty Road as recorded by the plat of "Beltline-Marsh
Business Park", Lot 4R, Block 1 in Volume 95100, Page 3275, D.R.D.C.T. LdO_4630.doc Page40f 5 January 14, 2002 
-------------N 􀀮􀁾􀀭􀁾􀁾􀀭􀀭􀂭􀁾􀀭􀀭􀀭􀀭􀀮􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭a 5Q 100 '50 200 300 SOUTHERN PACIFIC RAILROAD SCALE IN FEET N78'15'4S'W Nlr44i j4'E; :.5.0v_ i' !0.7:-''8.5s
15.00' 16,59' 13.92' 33.19' 9.23' 22.:39' 23.22' 6.09' -""""i7.ii(jT 15.1 IS. 15.00' IS.73' (100' RO.w.) _.-.-\'.-_-----r: ,....--__ --.. __ .-:-.-.-__ r-;::'::':::::::: --',57' 12'
01' E 24,56'.• ______ ' '_?'l"42'-E-._ 􀁾􀀧􀀳􀀱􀀡􀀮􀀻􀀱􀀰􀁾􀀠:: -:: :: :: ---;-s' 38"27'12' E\ _ 􀁴􀁬􀀽􀁾􀂧􀁩􀁦􀁅􀀠􀁩􀁾􀀠􀀲􀁾􀀮􀀲􀀲􀀱􀀮􀀭􀁬􀀬􀀠\ 􀁾􀀠\ c:.,"Y ,Olf\ IS' CITY OF DALLAS
\WATER EASEMENT \'-u \ VOt. S30G, PG. 329 D.R.O.C.T. 10CP0 O 2\.27' 12' W \.::D0Ci. \ ' 0'" \\ ::'0> ,('l-\1? " -u \BEL TUNE -MARSH BUSINESS PARK \:-'0r I LOT 4R. BLOCK 1 ''8 \-'>::!:VOL.
95100. PG. 3275 CP-\ \1 u:>D.R.D.C.T. ('l190,031 SQ. OR 4.363 ACRES o \ \ 15' WATER EASEMENT 􀁾__ , 20,169 SQ, FT. OR 0.4630 AC. N 56' 44' 14' E 'IS' QQ' 31' W ' 26.32'BLOCK 1. LOT 1
31.53' \ BEL TUNE-MARSH BUSINESS PARK VOL. 83042.PG,425 , 􀁲􀁌􀁾􀀱􀀹􀀶􀀮􀀹􀀳􀀠. _ 􀀮􀁬􀀳􀀭􀀭􀁥􀁾􀁲􀁲􀀠S5:}Z'ji Vi 􀁾1• __ .• __ ' _ •• _.' ,fff\R ,<;"111'c.",) ,D.R.D.C.T. 􀁾􀀧􀀠lC.lJ;·)
\L __ -z -.::..,-.:..--':.' -􀁾􀀨􀀧􀀸􀀴􀀻􀁾􀁒􀀧 ·0'􀁒􀁗􀀭􀀭􀁾􀀩􀁾􀀢T -"􀁾􀁩􀁾􀂥􀀮􀀺􀀬􀀺􀀺􀀺􀀺-,,; . .. L t 􀁾 P.O.c. 38.67' \ ___ •• _ • _" _. __ • _ .eaoPOSEll.aow_ •• _. % /.. -. -.
-. --. --.. -.. -. --.-.. ----OEDICAnON BY SEPARATE LEGEND INSTRUMENT Y2" FIR Y2' FOUND IRON ROD 􀁩􀁾􀀠'. EXHIBIT A(C.M.l CONTROL MONUMENT -r-. \ 15 FOOT WATER EASEMENTP.O.C. POINT OF
COMMENCING '. 􀀧􀁦􀁬􀁮􀁾􀀠, THE D. MYERS SURVEY, ABST. NO. 923 P.O.B. POINT OF BEGINNING \ 0 ' THE TOWN OF ADDISON'.-1' \ DALLAS COUNTY,TEXAS\ Z'd . FOR BASIS OF BEARING IS THE NORTH
LINE OF REALTY ROAD AS RECORDED BY \.:.,... \ '. OSTEOMED CORPORATION .3jf:iO Realty RoadTHE PLAT OF 'BEL TUNE -MARSH BUSINESS PARK", LOT 4R, BLOCK 1 IN VOLUME' Addi$(ll'l, 'TX 16001
Prepered by .1 95100. PAGE 3275. D.R.D.C. T. MONUMENTS USED FOR BASIS OF BEARING ARE HAlFF ASSOCiATeS, INC.SHOWN HEREON AS (C.M.). 8ti15 Northwllil PlOZD DrIve 1 Dalli!!:, TX 75225 SCALe:
1·...100' AVO 200'79 JANUARV 2002 PAGE 6 OF I) 
EXHIBIT A 15 'WATER EASEMENT TOWN OF ADDISON DALLAS COUNTY, TEXAS BEING a 20,169 square foot tract of land situated in the D. Myers Survey, Abstract No. 923, Dallas County, Texas and
being part of Lot 4R, Block 1, Beltline-Marsh Business Park, an addition to the Town of Addison, Dallas County, Texas as recorded in Volume 95100, Page 3275, Deed Records of Dallas County,
Texas, CD.R.D.C.T.), and being more particularly described as follows: COMMENCING at the southwest corner of said Lot 4R, said point also being on the north line of Realty Road (84-foot
right-of-way); THENCE South 77 degrees 47 minutes 59 seconds East, along said north right-of-way line, a distance of 38.67 feet to the POINT OF BEGINNING; THENCE North 11 degrees 44
minutes 14 seconds East, departing said north right-of-way line, a distance of 108.99 feet to a point for a corner; THENCE North 78 degrees 15 minutes 46 seconds West, a distance of
18.26 feet to a point for a corner; THENCE North 11 degrees 44 minutes 14 seconds East, a distance of 15.00 feet to a point for a comer; THENCE South 78 degrees 15 minutes 46 seconds
East, a distance of 18.26 feet to a point for a corner; THENCE North II degrees 44 minutes 14 seconds East, adislance of 166.23 feet to a point for a corner; . THENCE North 57 degrees
12.millutes 01 seGond East, a·distance of 24.56 feet to a point for a corner; "THENCE South 83 degrees 27 minutes 12 seconds East, a distance of 398.10 feet to a point for a comer; THENCE
South 38 degrees 27 minutes 12 seconds East, a distance of23.22 feet to a point for a corner; THENCE South 00 degrees 04 minutes 38 seconds West, a distance of 30.73 feet to a point
for a corner; THENCE South 89 degrees 55 minutes 22 seconds East, a distance of18.59 feet to a point for a corner; LdO_4630.doc Page 1 of 5 January 14,2002 
THENCE South 00 degrees 04 minutes 38 seconds West, a distance of 15.00 feet to a point for a comer; THENCE North 89 degrees 55 minutes 22 seconds West, a distance of 18.59 feet to a
point for a comer; THENCE South 00 degrees 04 minutes 38 seconds West, a distance of215.91 feet to a point for comer; THENCE South 45 degrees 00 minutes 31 seconds West, a distance of
37.53 feet to a point for a comer; THENCE North 78 degrees 15 minutes 46 seconds West, a distance of 197.02 feet to a point for a comer; THENCE South 56 degrees 44 minutes 14 seconds
West, a distance of 13.92 feet to a point for a comer; THENCE South 11 degrees 56 minutes 57 seconds West, a distance a! 33.19 feetto a point for a comer, said point being on a non-tangent
circular curve to the right having a radius of 958.00 feet and whose chord bears North 77 degrees 58 minutes 20 seconds West, a distance of 5.77 feet, said point also being on the north
right-of-way line of said Realty Road; THENCE Northwesterly, along said north right-of-way line and along said curve, through a central angle of·OO degrees 20 minutes 41 seconds, an
arc distance of 5.77 feet to a 112-inch found iron rod for the point of tangency; THENCE North 77 degrees 47 minutes 59 seconds West, continuing along said north right-of-way line, a
distance of 9.23 feet to a point for comer; THENCE North 11 degrees 56 minutes 57 seconds East, departing said north right-or-way line, a distance of 22.39 .feet to a point for a CQmer;
. . . _ . . . . . . THENCE North 78 degrees 03 minutes 03 seconds West, a distance of 19.61 feet to a point for a corner; THENCE North 11 degrees 56 minutes 57 seconds East, a distance
of 15.00 feet to a point for a corner; THENCE South 78 degrees 03 minutes 03 seconds East, a distance of 19.61 feet to a point for a comer; LdO_ 4630.doc Page20fS January 14,2002 
THENCE North 11 degrees 56 minutes 57 seconds East, a distance of 1.93 feet to a point for a corner; THENCE North 56 degrees 44 minutes 14 seconds East, a distance of 26.32 feet to a
point for a corner; THENCE South 78 degrees 15 minutes 46 seconds East, a distance of 195.14 feet to a point for a corner; THENCE North 45 degrees 00 minutes 31 seconds East, a distance
of 23.22 feet to a point for a corner; THENCE North 00 degrees 04 minutes 38 seconds East, a distance of 6.09 feet to a point fot a corner; THENCE. North 89 degrees 55 minutes 22 seconds
West, a distance of 17.00 feet to a point for corner; THENCE North 00 degrees 04 minutes 38 seconds East, a distance of 15.00 feet to a point for a corner; THENCE South 89 degrees 55
minutes 22 seconds East, a distance of 17.00 feet to a point for a corner; THENCE North 00 degrees 04 minutes 38 seconds East, a distance of 229.11 feet to a point for a corner; THENCE
North 38 degrees 27 minutes 12 seconds West, a distance of 11.76 feet to a point for a . corner; THENCE North 83 degrees 27 minutes 12 seconds West, a distance of276.14 feet to a point
for a corner;· THENCE South 06 degrees 32 minutes 48 seconds West, a distance of 16.73 feet to a point for a corner; THENCE North 83 degrees 27 minutes 12 seconds West, a distance of
15.00 feet to a point for a corner; THENCE North 06 degrees 32 minutes 48 seconds East, a distance of 16.73 feet to a point for a corner; THENCE North 83 degrees 27 minutes 12 seconds
West, a distance of 95.38 feet to a point for a corner; LdO_4630.doc Page 3 of5 January 14, 2002 
THENCE South 57 degrees 12 minutes 01 second West, a distance of 12.91 feet to a point for a comer; THENCE South 11 degrees 44 minutes 14 seconds West, a distance of 284.05 feet to a
point for a comer on the north right-of-way line of said Realty Road; THENCE North 77 degrees 47 minutes 59 seconds West, along said north right-of-way line, a distance of 15.00 feet
to the POINT OF BEGINNING and CONTAINING 20,169 square feet, or 0.4630 acres of land, more or less. Basis of Bearing is the North line ofRealty Road as recorded by the plat of "Beltline-Marsh
Business Park", Lot 4R, Block 1 in Volume 95100, Page 3275, D.R.D.C.T. LdO_4630.doc Page 4 of 5 January 14,2002 
.._. --.-_ .. _.-----_.---.. -.. --.. -.. --' N o 50 100 '50 200 300 SOUTHERN PACIFIC RAILROAD SCALE IN FEET (100' RO.w.) -",'-___ r---..... _::1"___ '"" J-::::--\ ---• 􀁾􀁟􀀮-",----.-<--;-==-5'
38' 27'12' E\ .57' 12' 01' E ___ ___ ::: :: :: :: --_ ... ---􀀮􀀲􀁾􀀮􀀵􀀶􀀧􀀮􀀠--'--.-.L<;--B3':"2'i'" 􀀲􀁾􀀮􀀲􀀲􀀧􀀮􀀮􀀭􀁜􀀠'. \;1 1 N 83' 27' 12' W 95.38' 57' 12' 01' W fS' CITY Of
DALLAS WATER EASEME.N-T VOL. 5306, PG. 329 D.R.D.C.T. 􀀧􀀮􀀧􀀻􀀺􀁯􀀰􀁾􀀠100 12.91' BEL TUNE -MARSH BUSINESS PARK LOT 4R. BLOCK 1 •\ (").. 􀀮􀀺􀀮􀀮􀁾􀀠\ • VOL. S5100. PG. 3275 D.R.D.C.T.
190,031 SQ. FT. OR 4.363 ACRES IS' WATER EASEMENT ..._ 20,169 sa. FT. OR 0.4630 AC. 1 11 PARK 􀁾􀀧􀀠 N 56' 44' 14' E 26.32' l L14 􀁲􀁌􀁾􀁬􀁧􀀶􀀮􀀡􀀧􀁩􀀳􀀠•ti-a;l' s;,: l _....! • __
.• _ • __ • _ 􀁾􀁒􀀧􀀠,t,,·, -􀀧􀁾􀀮.o.vv I 'P'(N1-:n'59'E . . P.D.C. 0 C7' • o /. --, -.. ------'" 􀁏􀁾"\ , -----ROD MONUMENT '1)l1\'%.>B \ COMMENCING THE D. MYERS BEGINNING \ 􀁾􀁉􀀠􀀬􀀬􀁾􀀰􀀥􀀮􀀠.
􀀬􀁾􀁾..,. ,\f\ 0 ' 1.. 􀁾...........:;:;f{::.I\, 􀁜􀀮􀁾􀀠\ .#V/] "'I 􀁉􀁃􀀱􀀧􀀧􀁯􀀮􀁬􀀧􀀺􀀺􀀡􀁾􀀠􀁾􀀠,. -,:) , EXHIBIT A 15 FOOT WATER THE TOWN DALLAS FOR .L. .. .e:'P' • \ Otfl • \
􀁲􀁾􀀠1 \ 1􀁏􀁣􀁧􀁾􀀮􀀠\ \1 '" '" 00,.. 1 e;>C'e;> 􀁾􀁾􀀠\ ..0 􀁾􀀠1 \ , ".... -• .-•• \ 45' 00' 31' W • BLOCK 1, LOT 1 37.53' 1 BELTUNE -MARSH BUSINESS t VOL. 83042, PG. 425 \51.,,1
,t.".l ,Jl. v' 􀁾􀀠D.R.D.C.T. ---.:.-.:-.-.:.-':-.' .-.:-.--.::..-.:-..-.::..-:.'-'::" ..'-'::":r REALTY ROAD (84' R.O.W.) -. -. --. --.-..--------......--....--_ LEGEND 1'2' 1'2" FOUND
IRON (C.M.) CONTROL EASEMENT P.O.C. POINT OF SURVEY, ASST. NO. 923 OF ADDISONP.O.B. POINT OF COUNTY, TEXAS BASIS OF BEARING IS THE NORTH LINE OF REALTY ROAD AS 􀁾􀁒􀁅􀁃􀁏􀁒􀁄􀁅􀁄􀀠BY
\ "-' \ " OSTCOMEP CORPORATION 3760 􀁆􀁉􀁾􀁬􀁴􀁶􀀠ROlldTHE PLAT OF "BEL TLiNE-MARSH BUSINESS PARK', LOT 4R, BLOCK 1 IN VOLUME' . Addison. TX 76001 Preparsd by95100, PAGE 3275, D.R.D.C.T.
MONUMENTS USED FOR BASIS OF BEARING ARE HALFF ASSoctATE'S.INC. 8616 Norlhwast Plath Orivo Callas, DC 752.21) SCAlE: 􀀱􀁾􀀠-11)0' AVO 20079 JANUARY 2{l02 PAGE 6 OF 5 SHOWN HEREON AS (C.M.).

. 1 WATER ANC:_2W>..•..& EASEMENT" 􀁴􀁾􀀢􀀢􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀽􀀧􀀧􀀧􀀧􀀧􀀧􀀽􀀧􀀧􀀧􀀧􀀧􀀧􀀻􀀧􀀧􀀧􀀧􀀧􀀧􀀢􀁔􀁅􀀷􀀧􀀷􀁊􀁩􀀡􀀧􀀧􀀧􀀧􀀧􀀮􀀽􀀧􀀧􀁩􀀧􀁬􀀧􀀧􀀧􀀧􀀧􀀧􀀷􀀽􀀺􀁲􀁔
􀀮􀀮􀁢􀀠#. !;iii 􀀨􀀻􀀡􀀢􀁾􀀢􀀢􀀽􀀽􀀢􀀬􀀬􀀬􀀬􀀢􀀬􀀬􀀬􀀬􀀬􀀬􀀬􀀬􀀬􀀬􀀬􀀬􀀢􀀢􀀢􀀢􀀧􀀧􀀧􀀧􀀧􀀧􀁾􀀧􀀧􀀧􀀧􀀧􀁏􀀺􀀺􀀭􀀧􀀧􀀧􀀧􀁾􀁉􀀬􀀧􀁬􀁩􀀡􀀻􀀻􀀻􀀺􀀺􀀧􀀧􀀧􀀧􀁩􀁬􀀧􀀠STATE OF TEXAS "C' 􀀲􀀰􀀰􀀱􀁾􀁏􀀨􀁲􀀱􀀱�
�KNOW ALL MEN BY THESE PRESENTS: \,!: " 'lTY OF DALLAS ,', 13'302030 "hat Morning Park l Inc. I a Texas corporation itt-tIll," .', ,,' 􀁾􀀧􀀮􀀬􀀮􀀧􀀠. Osni!lQl mma 􀁩􀀩􀁥􀁾􀁴􀁜􀀠m,QO
inafter called "Grantor" whether one or more natural persons or legal entities) 'of the County of Dallas • State of Texas • for and in consideration of the sum of TEll AND NO/1 QQn__
􀁾􀁟􀁟􀁟􀁟􀁟􀁟􀁟􀁟􀁟􀁟􀁟􀁟􀁟􀁟􀁟􀁟􀁟􀁟􀁟􀁟􀀠($ J 0 00 ) DOLLARS .e undersigned in hand paid by the City of Dallas, 1500 Marilla Street, Dallas, Texas 752OJ, a municipal >ration. {hereinafter
cal\ed "City"). the receipt of which is hereby acknowledged and confessed, and the further fits to be derived by remaining property as a 􀁲􀁴􀀺􀁓􀁵􀁾􀁴􀀠of projected public improvements,
has gran led. sold and eyed and docs hereby grant, sell and convey unto said City, its successors and assigns, an easement fot the ose of laying. constructing, maintaining. repairing
and replaeing a City watet 􀁾􀁴􀀮􀀻􀀬􀀬􀁾􀁭􀁡􀁩􀁮􀀠or mains appurtenances and such additional main Ot mains and appurtenances as are needed in the future in, under, 19h, aeross and along
aU that certain 10l, tract or parcel of land described in Exhibit "A": attached hereto and ! a parl herc:of by reference for aU purposes:. The City is acquiring 'his property for the
purpose of laying, constructing, maintaining. repairing and replacing ity water 􀁾􀁾􀁯􀁲main or mains and appurtenances, and such additional main or maiN and Irtenan¢e;$ as are needed
in the future. according to such plans and specifications as wlil, in Cit yO's opinion. best : the public purpose. The payment of the purchase price shall be considered fun and adequate
compensation the easement rights herein granted,' Should one or more of the Grantors herein be natural persons and not joined by their rcspective spouse, it is :lusively presumed that
the land herein conveyed is not the residenee or bUsiness homestead of such Grantor(s). uld one or more of tbe Grantors herein be a legal entity other than a natura! person, it shaH
be conclusively umed that the person signing on behalf of such a party has been duly and legally authori::r:ed to so sign and e shalt be no necessity for a scal or attestation. The City
shaH have all other rights and benefits necessary or eonvtnient for the full enjoyment or usc of the ts herein granted, including. but without limiting the same to, the right of ingress
and egress over and across property to and from said easement for the purpose of 􀁣􀁯􀁮􀁳􀁴􀁲􀁵􀁣􀁾􀁩􀁮􀁧􀀬􀀠reconstructing, maintaining. inspecting or airing said rnain or mains and
appurtenances. Tbe City shall have the right to remove and keep removed from the per!1'ancnt easement herein granted any all Structures, fences, trees. shrubs, growths or other obstructions
which may endanger or interfere with the struction. reconstruction. maintenance. repair or operation of the said main or mains. {Grantor. its successors assigns, sbaH not place or store
any materiat l.lpon? or 􀁣􀁯􀁶􀁥􀁲􀁾􀀠bury, pave over or otherwise obstruct any Inout. valve, meter or manhole located within 􀁾􀁨􀁥􀀠herein described permanent easement.' Grantor, its
successors or assigns, shall noL be permitted to plant trecs or shrubs of any kind within the Indaries of Ihe he(Cin described permanent easement, All expenses in the construction and
maintenance of said main or mains and appurtenances shall be borne by 􀁃􀁩􀁴􀁹􀁾􀀠In the-construction of said main or 􀁭􀁡􀁩􀁾􀀠􀁡􀁮􀁤􀀮􀁡􀁰􀁰􀁵􀀡􀁴􀁾􀁮􀁡􀁮􀂢􀁥􀀻􀀤􀀬􀀠should the City
find it necessary to remove f improvements now on the 􀁡􀁢􀁯􀁶􀁥􀁾􀁤􀁥􀁳􀁣􀁲􀁩􀁢􀁥􀁤􀀠property. aU of those' 􀁥􀁸􀁰􀁥􀀭􀁮􀁳􀁾-.maleaf$o􀁾􀀠be borne' by the City. on complction of cOlUtruclion,
aU surplus excavation. debri$. trash or litter rt:.Sulting from construction shall be Ined up and hauled off the premises. and the easement property. including any fcnces disturbed,
shaH be tored to its original contour and condition, NOlhing in this ea"emenl shaH be construed as a waiver by tbe City of any connection charge or charges posed by ordinance or Charter
of the City of Dallas. TO HAVE AND TO HOtD the above descrihed easement, together with all and singular the rights and purtenances thereto in anywise belonging unto the said Oty of Dallas,
its successors and assigns forever, and 􀁾􀁡􀁮􀁴􀁯􀁲􀀠is hereby bound. together with all heirs. executors, administratorS or successors, to Warrant and Forever :fend. aU and singular
tbe said easement unto the $a.id City of Dallas. its successors and assigns, against every tsan whomsoever lawfully claiming. or to claim the samc or any patt thereoC. Emu ted ,his 􀁾day
of 􀁾􀁒􀀧\.. , l:IIC2JlJl1. Morning Park, Inc., 􀀺􀁹􀀺􀁥􀁕􀁾􀀺􀁓􀀺􀀺􀀧􀁬􀀮􀀰􀁷􀁥􀁥􀀱􀁦. Title: ?R£SlbWT 􀁐􀁬􀁡􀁾􀀠No. -"-£5Id \3f:f"C;£A W-I.;'. r 􀁾􀁟􀁮􀀠. , 'Ml'ii n n . l'i I,' I'
􀁾􀀠fl -
SITE UTILITIES MATERIAL SUBMITfAL PROJECT: OsteoMed Corporation Addison, Texas Submitted By: CalHar Construction, Inc. 2138 CalHar Drive Melissa, TX 75454 Date: May 3, 2002 
MATERIAL SUBMITTAL INDEX A. WATER MATERIALS: 1. 1M Pipe: 8"-6" DRI8 CLI50 PVC Water Pipe for Public Water 2. 1M Pipe: 8" DRI4 CL200 PVC Water Pipe for Underground Fire Line 3. US Pipe:
8" CL52 Tyton Joint Ductile Iron Pipe for Fire Line Riser 4. Mueller: 2"x40' KSoft Copper Tubing for Public Service from Main to Meter 5. JM Pipe: 2" SDR21 CL200 Gskt Joint PVC Pipe
for Domestic Line to Bldg 6. Charlotte: \-1112" SCH40 PVC Pipe for Irrigation Line 7. Mueller: #A-2360 Resilient Wedge Gate Valve 8. Kennedy: UUFM #741 Vertical Indicator Post 9. Bass
& Hays: #2436-S USA Adjustable Cast Iron Valve Box 10. Mueller: Super Centurion Model Fire Hydrant 11. Smith Blair: #662 Stainless Steel Tapping Sleeve w/Epoxy Coated Flange 12. TylerfUnion:
Compact Ductile Mechanical Joint Fittings -C 153 13. EBAA-Seal: Mechanical Joint Restraint 14. Mueller: #BR2B Db!. Strap Bronze Service Saddle 15. Mueller: #H15023 2" 1-1/2" Camp Corporation
Valve 16. Mueller: #HI4277 2" -1-112" Camp Angle Meter Valve 17. Bass & Hays: #55-A Galvanized Meter Box 18. Watts: 2" #007 Backflow Preventor Box 19. Park Equipment:8" Db!. Detector Check & Vault Assy for Fire Line B. SANITARYSEWERMATERIALS: 1. JM Pipe: 6" 4" SDR35 PVC Sewer Pipe 2. SDR35 PVC Sewer Fittings 3. Bass & Hays: #404 Sanitary Lateral
Cleanout C. STORM SEWER MATERIALS: l. CSRlWall: Concrete Pipe Certification for RCP Pipe /ASTM C-76 2. RAM-NECK: RCP Pipe Joint Material 3. JM Pipe: 10"-8" SDR35 PVC Sewer Pipe 4. Hughes
Supply/American Pre-Cast: 5' Curb Inlet w/#184 Access Cover 5. Hughes Supply/American Pre-Cast: Type "B" Headwall 6. Hughes Supply! American Pre-Cast: #36 Catch Basin w!Galvanized Hwy
Grate as Alternate to 2-Grate & 3-Grate Inlets 7. Hughes Supply/American Pre-Cast: #20 Catch Basin 8. Cast-in-Place Concrete Structures /Hanson: Concrete Batch Mix Design 
WATER MATERIAL INDEX A. WATER MATERIALS: I. JM Pipe: 8"-6" DRl8 CLI50 PVC Water Pipe for Public Water 2. JM Pipe: 8" DRl4 CL200 PVC Water Pipe for Underground Fire Line 3. US Pipe: 8"
CL52 Tyton Joint Ductile Iron Pipe for Fire Line Riser 4. Mueller: 2"x40' KSoft Copper Tubing for Public Service from Main to Meter 5. JM Pipe: 2" SDR21 CL200 Gskt Joint PVC Pipe for
Domestic Line to Bldg 6. Charlotte: 1-1112" SCH40 PVC Pipe for Irrigation Line 7. Mueller: #A-2360 Resilient Wedge Gate Valve 8. Kennedy: ULlFM #741 Vertical Indicator Post 9. Bass &
Hays: #2436-S USA Adjustable Cast Iron Valve Box 10. Mueller: Super Centurion Model Fire Hydrant II. Smith Blair: #662 Stainless Steel Tapping Sleeve wI Epoxy Coated Flange 12. TyleriUnion:
Compact Ductile Mechanical Joint Fittings C 153 13. EBAA-Seal: Mechanical Joint Restraint 14. Mueller: #BR2B Db!. Strap Bronze Service Saddle IS. Mueller: #Hl5023 2" -1-112" Comp Corporation
Valve 16. Mueller: #H14277 2" -1-1/2" Comp Angle Meter Valve 17. Bass & Hays: #55-A Galvanized Meter Box 18. Watts: 2" #007 Backflow Preventor Box 19. Park Equipment: 8" Db!. Detector
Check & Vault Assy for Fire Line 
DRiB CLi50 PVC WATER PIPE FOR WATER 
Blue Brute Page 1 of2 J-M Manufacturing: our products: Blue Brute Pressure Pipe <8'> a'''M,' ·ascope The specification wHh which J-M Manufacturing's Blue Brute is manufactured designates
general requirements for unplasticized polyvinyl chloride (PVC) plastic class water pipe with integral bell and spigot joints for the conveyance of water and other fluids. iii Pipe Blue
Brute pipe is suitable for use as pressure conduit. The bell consists of an integral wall section with a factory installed, elastomeric ring that allows for expansion and contraction
at each joint. ,. Joint Design Blue Brute's joint design meets ASTM D3139 joint qualification performance testing requirements, with which the elastomenc ring is manufactured in compliance
wHh ASTM F477. 1'li Hydro Testing Each section of pipe is tested to four times the pressure class for a minimum of 5 seconds as a matter of routine quality control testing. ;ii Materials
Blue Brute pipe meets the requirements of the American water Works Association water distribution standard AWWA C900. The PVC Cell Classification is 12454B as defined under ASTM 01784
. Pressure ratings and dimension ratios are as follows: 􀁍􀁡􀁸􀀮􀁊􀁩􀁜􀁬􀁯􀁌􀁾􀁬􀀡􀀡􀀹􀀠􀁾􀁅􀁩􀁐􀀧􀁬􀀮􀀮􀁑􀀡􀀮􀁉􀀡􀀮􀁾􀀮􀀡􀀡􀀠Class 100 OR 25 Pressure @73'F 100 psi Class 150 18 150
psi Class 200 14 200 psi <iii Applicable Specifications All classes of Blue Brule pressure pipe are UL listed for water mains as well as being tested and certified to ANSI/NSF standard
61. ;II Cast Iron 0.0. Available in 4",6",8",10" and 12" sizes, Blue Brute can be connected directly into cast iron and ductile iron fittings witihout adapters or complicated procedures.
<iii Standard Laying Lengths standard laying lengths shall be 20 feet (±1 ") for all sizes. 4 Purple Reclaim and Green Sewer J-M also manufactures AWWA C-900 pipe In Purple color specifically
for reclaimed water systems, and Green for sewer forced main applications. These pipe are made and tested to the same reqUirements as our standard product, except that the pigment used
is purple or green. These products will not be marked with the UL, FM or NSF listing marks. Additionally, the purple pipe will be marked: " Reclaimed Water... Do Not Drink" '"' Dimensions
http://\I.jrnpipe.com/productslbluebrute,html '14/02 
Blue Brute Page 2 of2 I I I I I I I I I I I I Nominal Pipe Size I Outside IIDiameter ( OD I Nom. Inside Diameter ( ID ) Wan Thickness Min. (T) [ Approx. Wt. __ (Lbs.lFt.) [CLASS 100
(DR2S) I 4 􀁾􀁾􀁾􀁾􀁾􀀠II 4.80 II " 􀀮􀁾􀁾􀁾􀁾􀁾􀀠4.39 II 0.192 II J 1.9 I 6 II 6.90 II 6.30 II 0.276 II 39 I 6 I 10 I 12 II 9.05 IIII .. 11.10 .JI II 13.20 II 8.28 ]I 0.362 10.16 ]I
0.444 12.08 II 0.528 II JI II 6.7 10.1 J 14.4 .......... ICLASS 150 I DR 18 ) "􀁾􀁾􀁾􀁾􀁾􀀠I 4 II 4.80 II 4.23 II 0.267 II 2.6 I 6 II 6.90 II 6.09 II 0.383 II 5.3 I 6 II 9.05 II 7.98
II 0.503 II 9.2 I 10 II 11.10 11􀁾􀁾􀁾􀀠" -9.79=-:1'-0.617 _II 13.9 I 12 II 13.20 II 11.65 II 0.733 II 19.7 ICLASS 200 I DR 14) I 4 ..JI 4.80 II 4.07 II 0.343 II 3.2 I 6 II 6.90 II 5.86
II 0.493 II 6.7 I 6 I 10 II 9.05 II II 11.10 II 7.68 II 0.646 9.42 II .. 0.793 JI II 11.6 􀁾􀁾􀁾􀁾􀁾􀁾􀀠17.6 I 12 II 13.20 II 11.20 II 0.943 II 25.1 􀁾􀁾􀁾􀁾􀁾􀀠" Notes: A. Outside Diameter
(00) average dimensions conform to Cast Iron 00 (C.I.O.D.). B. All dimensions are in inches unless unless specified otherwise. C. Product information effective as of 7100. Subject to
revision at any time. Reference Specifications: A. AWWA C-900 : " PVC Pressure Pipe and Fabricated Fitting. 4"-12", For Water Distribution" B. ASTM F477 : " Elastomeric Seals ( Gaskets
I for Joining Plastic Pipe" C. ASTM 01784 : " Specification fur Rigid PVC Compounds and CPVC Compounds" D. ASTM 03139: "Joints for Plastic Pressure Pipes Using Flexible Elaslomeric Seals"
http://v-..jrnpipe.comlproductslbluebrute.html 14/02 
FIRE LINE PIPE -DR14 
Blue Brute Page 1 of2 JooM Manufacturing: our products: Blue Bruta Pressure Pipe , 􀁾􀀮􀀠--:. -:.. : .. '," : 􀁾􀀺􀀮􀀠,,';'M'It ,􀀤􀀻􀀬􀁾􀁕􀀠r "' .• IpS 􀁾􀁓􀁣􀁯􀁰􀁥􀀠The specification
with which J-M Manufacturing's Blue Brute is manufactured designates general requirements for unplasticized polyvinyl chloride (PVC) plastic class water pipe with integral bell and spigot
joints for the conveyance of water and other fluids. ;jO Pipe Blue Brute pipe is suitable for use as pressure conduH. The bell consists of an integral wall section with a factory installed,
elastomeric ring that allows for expansion and contraction at each joint. '0lil Joint Design Blue Brute's joint design meets ASTM 03139 joint qualification performance testing requirements,
with which the elastomeric ring is manufactured in compliance with ASTM F477: illI Hydro Testing Each section of pipe is tested to four times the pressure class for a minimum of 5 seconds
as a matter of routine quality control testing. 􀁾􀀠 -.Ii Materials Blue Brute pipe meets the requirements 01 the American Water Works Association water distribution standard AWWA C90D,
The PVC Cell Classification is 12454B as defined under ASTM 01784 . Pressure ratings and dimension ratios are as follows: MflxJlliQrking BIle Class OR Pressure @73'F Class 100 25 100
psi Class 150 18 150 psi '.Class 200 14 200 psi ;;Ii Applicable Specifications All classes of Blue Brute pressure pipe are UL listed for water mains as weil as being tested and certified
to ANSI/NSF Standard 61. 􀁾􀀠Cast Iron 0.0, Available in 4",6",8",10" and 12" sizes, Blue Brute can be connected directly into cast iron and ductile iron fittings without adapters or
complicated procedures. '" Standard laying Lengths Standard laying lengths shall be 20 feet (±1") for all sizes. ,01 Purple Reclaim and Green Sewer J-M also manufactures AWWA C-900 pipe
in Purple color specifically for reclaimed water systems, and Green for sewer forced main applications. These pipe are made and tested to the same requirements as our standard product,
except that the pigment used is purple or green. These products will not be marked wtth the UL, FM or NSF listing marks. Additionally, the purple pipe will be marked: " Reclaimed Water.
.. Do Not Drink" ;;li Dimensions '14/02http://,,I.jmpipe.com/productslbluebrute.html 
Blue Brute Page 2 of2 III I Nominal Pipe Size ICLASS 100 (DR25) I Outside Diameter ( OD ) Nom. Inside Diameter ( ID ) Wall Thickness Min. (T) II Approx. Wt. ( LbsJFt.) I I I 4 II 4.80
II 4.39 II 0.192 I[ 1.9 I I 6 II 6.90 I[ 6.30 II 0,276 II 3,9 I I 8 II 9.05 II 6,28 II 0.362 II 6,7 I I 10 II 11,10 II 10.16 II 0,444 II 10,1 I I 12 II 13,20 II 12.06 II 0,528 II 14.4
I ICLASS 150 (DR 18) I I 4 II 4,80 II 4.23 II 0.267 II 2.6 I I 6 II 6.90 II 6.09 II 0.383 II 5,3 I I 8 II 9.05 II 7,98 II 0,503 II 9.2 I I 10 II 11.10 II 9.79 II 0.617 II 13,9 I I 12
[CLASS200ToR 14) II 13.20 II 11,65 II 0,733 II 19,7 I I I 4 II 4,80 II 4,07 II 0,343 II 3,2 I 6 II 6.90 II 5,86 II 0.493 II 6,7 I 8 II 9.05 II 7.68 II 0,646 II 11.6 I 10 II 11,10 II
9.42 II 0,793 II 17,6 I 12 ..........􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀀠II 13.20 II 11.20 II 0,943 II 25,1 􀁾􀁾􀁾􀁾􀁾􀁾􀀠Notes: A. Outside Diameter (00) average dimensions conform to Cast Iron aD (C,LO,D,),
B. All dimensions are in inches unless specified otherwise, C. Product information effective as of 7/00, Subject to revision at any time, Reference Specifications: A. AWWA C-900 : "
PVC Pressure Pipe and Fabricated Fitting, 4"-12", For Water Distribution" B. ASTM F477 : " Elastomeric Seals ( Gaskets) for Joining Plastic Pipe" C. ASTM D1784:" SpeCification for Rigid
PVC Compounds and CPVC Compounds" D. ASTM D3139 :" Joints for Plastic Pressure Pipes USing Flexible Elastomeric Seals" http://,,,.jrnpipe.comlproductslbluebrute.html 14/02 
CL52 DUCTILE IRON PIPE FOR FIRE LINE RISER 
TYTON JOINT® Pipe TITO:-r JOINT'" is U.S, Pipe', trademark for pipe with a push-on rype connection. Simplicity. srurdiness and 􀁷􀁩􀁬􀁲􀁥􀀨􀁾􀁴􀁩􀁧􀁨􀁭􀁣􀁳􀁳􀀠of [he system an.'! built
􀁾􀁬􀁜􀁴􀁏􀀠(he system by design. T3,king advanragc ofa background of more chan 100 ye-J.r;; experience with pipe and pipe connecring systems. U.S. Pip\! made a rhorough study ofexisting
jOining systems and requirements of pipe users. The results of [his study showed rhe need for a simple. economical and n!liable method of assembling pipe. A number of new designs were
devised. A rigorous resting process resulted in [he selecdon of rhe TITON JOINT Pipe System. Afrer sde"ion of rhe sysrem, TITON JOINT Pipe wece then ::iubiec[cd to funher rcsring designed
[0 simulate I!Xrreme installation and servjce condidollS which mighr be encountered in the field. lr was only aJl:er these: tests proved complerdy sa(isfilcrory and were confirmed by
field instaHacions char (be decision was made co market TITON JOINT Pipe in 1955, Convincing proof ofirs wide acceprance is sbown by (he mct rhac more rhan 95% of the pipe nO\\' sold
by rhis company is TITON JOINT Pipe. Tbe"l"'\TON® Gasket-a circular rubber gasker which has a modified bUlb shape in cross section-is the only required accessoty. They are furni!lhed
in accordance with ANSIIA\,\WA CIIllA21.l1 Rtlbb<T-Gnsk<tJQillfs fo' Duui!e-h-oll Puuure 􀁐􀁩􀁰􀁾􀀠Iwd J-"ittings. Composition and dimensions of rbe gasker have been carefully engineered
to ensure a 􀁷􀁡􀁣􀁥􀁲􀁾􀁴􀁩􀁧􀁨􀁛􀀠and lasting seal. The srandard TVrON Gasket is manufactured ofSBR 􀁾􀀠styrene butadiene rubber. Gaskers of special d:asromers IHay be ordered for
$pecial applic.uions, The gasker conrour and bell socker comour ei1Sme rhat the 􀁧􀁡􀁳􀁫􀁾􀁣􀁲􀀠\viU remain seined during proper 􀁡􀁾􀁾􀁭􀁨􀁬􀁹􀀠of rhe pipe, The plain end of rhe 􀁰􀁩􀁰􀁾􀀠is
􀁦􀁵􀁲􀁮􀁩􀁳􀁨􀁾􀁤􀀠bevdt:cl to 􀁾􀁡􀁳􀁥􀀠assembly. Because TITON JOINT Pipe assembles so eosily, rhose nor experienced wirh it may rhink chat the s}'scem is nor w;uer-righr. Mon: than
40 years ofsuccessful experience have proved irs sealing capabiliries. Hydrosratic restS have shown rh;'i( the sysrem will wirhsralld pressuces f;ir in eXCeSS of rared pressures. Ductile
Iron TYTON JOINT Pipe arc cenrrirugally casr in meral molds in accordance \\.'ich ANSIIAWWA C1511A21.51 Ductile-Jron Pipe, Cmtrifi'ga/Iy GlStfor WiITel: TYTON JOINT Pipe, sizes 4"-16."
is UL listed and FM approved. The asphaltic ourside coating is in accordance with ilNSJlAWWA C15!1A21.51. The cement-mOrrar lining and inside coating are in accordance wirh ANSlIAWWA
CI041A2l.4 Cement-Mom,r Lilling jar Du"'i/.-Jron Pipe and Fittil1g:sfor 􀁾􀁦􀁥􀁊􀀮􀀠Special linings and/or coatings Cln be nunished for specific conditions. Sizes 4" chcough 42" ace
furnished in nomin.u IS-fooe laying lengths. Siz,es 48" rhrough 64" act: furnished in nominal 20-foor laying lengrhs. As specified in ANSIIAWWA C1511A21.51, pipe weights have been calculated
using standard barrel weights and weigh" of bdls being produced. When joinr fcsrraim is required tor 􀁰􀁵􀁳􀁨􀁾􀁯􀁮􀀠joim pipe. twO options are itvaiiable from U.S, Pipe. Por joinc restraint
of 4" through 24", FIELD LOK 350" Gaskers may be used. HELD LOK 350 Caskers are rared fOr 350 psi ill sizes 4" through 24". In addirion.for4" rhrough 64" si=. TRFLEX'· Pipe and Pirrings
may be used.TR fLEX Pipe and fittings are rated for working pressures fOf 􀁾􀁾􀀵􀀰􀀠psi in 4" thcough 24" sizes. 250 psi in sizes 30" through 48". 􀀻􀁬􀁉􀁾􀁤􀀠200 psi in sizes 54" through
64", Foe higher pressure applications contact your U.S. Pipe represenrari\'c. Complete details on borh FIELD LOK 3 50® Gaskers and TR FLEX® Pipe and Fittings can be fOund on our websire.
ww'\v, uspipe.com. When TYTON JOINT Pipe are used for bridge crossings Of other above-ground ·rstaUatlOns. each length or pipe mus! be supported m a manner 10 reslnct both vartll;al
and horizontal movement Nole: If spe<:i(1ef5 and osers believe that COO'OSive sods will be enc:ounlfft(l Where ou( 􀁾􀁯􀁤􀁵􀁣􀁴􀁳􀀠are to be installed, p!ease refer toNol$lfAWWA C105lA21.5
Polyethylene EJ1c8$eme" ';x DlIc{iJe iran Pipe Systems. for proper external protectIOn procec","'es. u.s. Pipe q..lahfies for Federal Procuremenl under Public Law No. 94·580. Secto;,
6002, known as the Resource Recovery Act of 1916, SrOce. <lue to modern l.echnology, recycled 'let. and steel scrap IS used to a large degree in our Ductile Iron Pipe p-OOucllOn. 􀁮􀀧􀁔􀁏􀁾􀁬􀁴􀀬n'TO
N JOL'\ITItI, 11\ fLEX®"utd fiELD LOK ;,jO® :tt( rl!'Sisttrt'ci. rr.ul(marlu of u.s. Pip<::lOa foundry COnlp-JIlY. TP 1 
Thicknesses! Dimensions and Weights of Ductile Iron TYTON JOINT® Pipe Thickness Class Thicknesses and dimensions of 4" through 64· Ductile Iron pipe canfoml to ANSI/AWWA CI51/A21.51.
Weights may vary froJ'll the standard because of differences in bell weights. i Size Inches Tbick"e •• Class Thicknes. Outside Diameter* IS·Fool Laying Length Weight Per Avg. Weight
Lengtht Per Fooltt Inches Pound. -I 4 51 0.26 4.80 215 11.9 ! 4 52 0.29 4.80 235 13.1 4 53 0.32 4.80 260 14.4 4 54 0.35 4.80 280 15.6 : 4 55 0.38 4.80 300 16.7 4 56 0.41 4.80 320 17.8
6 50 0.25 6.90 305 16.9 I 6 51 0.28 6.90 335 18.6 I 6 52 0.31 6.90 370 20.6 6 53 0.34 6.90 400 22.2 6 54 0.37 6.90 435 24.2 6 55 0.40 6.90 465 25.8 6 56 0..13 6.90 495 27.5 8 50 0.27
9.05 430 23.9 8 51 0.30 9.05 475 26.4 8 52 0.33 9.05 520 28.9 8 53 0.36 9.05 560 3Ll 8 54 0.39 9.05 605 33.6 8 55 0.42 9.05 650 36.1 8 56 0,45 9.05 690 38.3 10 50 0.29 11.10 570 31.7
10 51 0.32 11.10 625 34.7 10 52 0.35 11.10 680 37.8 10 53 0.38 1\.10 730 40.6 I 10 54 0041 11.10 785 43.6 I I 10 55 0.44 11.10 840 46.7 10 56 0,47 11.10 890 49.4 12 50 0.31 13.20 725
40.3 12 51 0.34 13.20 790 43.9 12 52 0.37 13.20 855 47.S 12 53 0040 13.20 920 51.1 12 54 0.43 \3.20 985 54.7 12 55 0.46 13.20 1045 58.1 12 56 0.49 13.20 1110 61.7 ill Tohmll'.tll rn
O.D. of spigot end: 4-12 In., :t::D.06 In.: l4.w 24 lo.• +0.05 in .. -O.OS in; 30-48 In., +0.08 in., ·0.06 In.; 54-64 In., +O.04.ltL, ·0,10 In. t IndudltlS bell; ..:alcolaLed ",,-eighl
or pipe roundoo orr LO l'le<lre.n 5 􀁬􀁬􀀮􀁬􀁾􀀮􀀠tt Including bell; 􀁯􀁬􀁾􀁥􀁲􀁯􀁧􀁥􀀠weight. pcIr fOOL. basad on ca)culat.cd weighl of pipe-􀁢􀁾􀀮􀁩􀁏􀁮􀀡􀀺􀀠rounding, TP 9 
2" Type KSoft Copper Tubing for Public Service to Meter 
16.8 IMueller Ca.1 ENGINEERING INFORMA COPPER TUBING DATAREV, .... ''lpper tubing· standard dimensions, weights and tolerances ! , Outside diameter Well thickness TheoreticalI i weight
􀁾􀁥.. • 􀀽􀁾􀀠;; :. I ... .ei!!!, i; Tolerance 􀁾􀀠t.􀁾􀀠D 􀁾􀀠. ;JI=.􀁾􀀠eB J: 􀁾􀀠+1 􀁾􀀠+1 􀁾􀀠c •B ! I D V i ,!! 􀁾􀀠v :; Ii 1il !l ii l!l D .!lI ':.. e M1! ,. D ... ,. u '" il
Safelyi .!!I'll 􀁾􀀠c 􀁾􀀠c lie i; c c j i t 􀁾􀀠!!M. i I! sfe ,. 􀁾􀀠... factorc .. Ii .!l d J ! .!! il II: E 􀁾􀀠v'" 􀁾􀀠d G {f! 􀁯􀁾􀁳􀀠0 G '" i 􀁾􀀠" 018., .a .. .a z Z_v .s .. ..
u '" ... .!lI ='" incbes incb incbes inch ineb inch ioeb inches sq. in, sq,in. Ib"f.er. pen:ont 111$. psi psi psi i , Wi · 114 .250 ,002 · ,030 ,0025 ,190 ,028 ,021 .nSl 1 630 8305 1593
1038 -3/S .315 ,002 · ,032 ,0025 ,311 ,076 ,034 .134 1 1020 5995 1099t 749 · 1/2 ,500 .002 ,032 ,0025 ,436 ,149 .047 .182 7 1410 4530 809 566 3}8 · ,500 .0025 .001 ,049 ,004 .402 ,127
,069 .269 7 2070 6848 1276t 856 · 5/8 ,525 ,0025 · ,035 ,ooa .555 .242 ,065 ,252 7 1950 3974 704 497 112 · .625 ,0025 ,001 ,049 ,004 ,527 ,218 .089 ,344 7 2870 5521 1004 690 518 ,750
.0025 .001 .049 ,004 ,652 ,334 ,108 ,418 1 3240 4622 827 578 3/4 · ,875 .noa ,001 ,065 ,0045 ,745 ,436 ,165 .041 7 4950 5239 943 655 1 · 1.125 ,0035 ,0015, .065 ,0045 ,995 .778 216 ,839,
1 6480 4101 727 513 1-1/4 1.375 ,004 .0015 .065 ,0045 1.245 1,217 .261 1,04 1 8010 3366 500 421 1·1/2 · 1,625 ,0045 ,002 ,012 ,005 1.481 1.723 ,351 1,36 7 10530 3155 551 394 2 -2,125
,005 ,002 ,083 .007 1.959 3,014 ,532 2,06 7 15960 2786 484 348 The above information was otained from the following specification standards: ASTM B68-1911,ASTM B88-1911.ASTM 8·251-1911,
and ANSI H23,H970 . .....􀁾􀀠bursfing pressures and the hydrostatic test pressures bave been figured using the nominal dimensions of the tubing and the appropriate formula listed .w:
SX (01. d'J 21S • p •.334d' + 1.333D' p.D.O,8t Where S "" 30,000 psi (ultimate tensile) Where P = l:iydrostatic pressure (psi)P ,.. Bursting pressure (psi) t "" Wall thickness (in) D
!Iii< Outside diameter (m) D = Outside diameter (In) d :::::: Inside diameter (in) S = Allowable stress of the material = 6000 psi t This pressure listed to conform with formula. However.
the tube need not be tested at a hydrostatic pressure over 1000 psi unless specifted . • Calculated from Oavarino's fomlUla. •• Calculated from fonnula for thin hollow cylinders. See
􀁳􀁰􀁥􀁣􀁩􀁦􀁩􀁾􀁴􀁩􀁯􀁮􀁳􀀠ASTM B88w 1962. 
SDR21 CL200 Gskt .Joint PVC Pipe for Private Domestic 
SCH40 PVC Pipe for Irrigation Piping 
􀁃􀁈􀁁􀁾􀁌􀀠TTE PIPE ANCI Fc:JUNc:JRY Cc:JMPANY P. O. 6 0" .3.s,,::; 0 • Tel e p h 0 n e 70,,( I 3 7 2 . .5 0::; 0 C H A R LOT T E. NOR THe A R 0 LIN A 2 8 2 3 5 This is to certify that
products manufactured by Charlotte Pipe and Foundry "-Company, Plastics Division, conforms to the following standards: ""sea. 40 PVC PIPE sea. 40 ASS PIPE ASTM D-1784, ASTM D-1785 ASTM
D-3965, ASTM D-266l ASTM D-2665, FHA UM-41 FHA UM-79 FHA UM-79' FEDERAL SPECIFICATION L-P-322b NSF STANDARD NO. 14 IAPHO UPC IAPMO UPC ON SPECIFIED ITEMS FEDERAL SPECIFICATION 􀁾􀀭􀁐􀀭􀀳􀀲􀀰􀁡􀀠IAPMO
IS 5-90 IAPMO IS 9-90, IAPHO IS 8-89 NSF STANDARD NO. 14 sea. 40 PVC-DWV PIPE-CELLULAR CORE SCM. 40 ABS-DWV PIPE-CELLULAR CORE ASTM D 4396, ASTM F-891 ASTM 0-3965, ASTM F-628 NSF STANDARD
NO. 14 NSF STANDARD NO. 14 IAPMO UPC SCM. 40 PVC-DWV FITTINGS SCH. 40 ABS-DWV FITTINGS I.STM D-1784, ASTM D-2665 ASTM 0-3965, ASTM 0-2661 FEDERAL SPECIFICATION L-P-320a FEDERAL SPECIFICATION
L-P-322b IAPMO UPC ON SPECIFIED ITEMS FHA UM-79 FHA UM-79 IAPMO IS 9-90 IAPHO IS 5-90 NSF STANDARD NO. 14 NSF STANDARD NO. 14 PVC PRESSURE PIPE SDR-21 ASTM D 1784, ASTM D-2241 FHA UM-41
FHA UM-41 NSF STANDARD NO. 14 NSF STANDARD NO. 14 PVC PRESSURE PIPE SDR-26 PVC THIN WALL PIPE AND FITTINGS ASTM D 1784, ASTM 0-2241 ASTM D-1784, ASTM b-2949 FHA UM-41 NSF STANDARD NO.
14 NSF STANDARD NO. 14 PVC SEWER MAIN PIPE PVC SEWER MAIN PIPE-CELLULAR CORE ASTM D 1784 ASTM 0-4396, ASTM F-891 PS 50 ASTM D-3034-S0R 35 AND SOR ASTM D-3212, ASTH F 477 PVC SCM. 80
PVC PIPE 26 ASTM 0-1784, ASTM D-1785 PVC 1120 PVC WELL CASING PIPE NSF STANDARD NO. 14 ASTM D-1784, ASTH F 480 NSF STANDARD NO. 14 Very truly yours, Alan Siggers Senior Vice President
Page 4 IAPMO UPC ON SPECIFIED ITEMS FITTINGS 
GATE VALVE -MA2360 
Home I 10 6 IMueUerta.1411-12" MUELLER® A-2360 RESILIENT WEDGE Rev,s.oo" GATE VALVES WITH M.J. X FL. ENDS Cl C8laIog nwnberA-2360-16 mechanical joint X flanged ends (willl mechanical
joint unassembled accessories) A-236Q-19 mechanical joint x flanged ends (less mechanical joint accessories) Cl 􀁓􀁩􀁺􀁥􀁳􀀭􀀴􀀢􀀮􀀶􀀢􀀬􀀸􀁾􀀮􀁉􀀰􀀢􀀮􀀱􀀲􀀢􀀠 Cl Meets. or exceeds all
applicable requirements. ofANSIIAWWA C509 Standard and is certified to ANSIINSF 61 Cl Flanged end dimensions and drilling comply willl ANSI B 16, I. class 125 Cl Mechanic.1 joint end
complies willl ANSIIAWWA CIII Standard o tron body with nominal 10 mils MUELLER-􀁐􀁲􀁯􀁾􀁡􀁲􀁤􀁲􀁮Fusion Epoxy Coated interior and exterior sUlfaces Cl Epoxy coating meets. or exceeds
all applicable requirements. ofANSIiAWWA CSSO Standard and is certified to ANSIINSF 61 o tron wedge, symmetrical & fuUy encapsulated with molded rubber; no exposed iron Cl Non-rising
stem (NIlS) Cl Triple O-ring seal "uffing box (2 upper &llowerO·rings) a 2" square wrench nut (optional bandwheel avaiJable)-open left or open right o 4"wl2" sizes-250 psig(l723 kPa)
maximum W<1rking pressure, 500 psig (3447 kPa) static test pressure o UL Listed. PM Approved -200 psig (1379 kPa) A-2360-16 MJ. aecessories shipped unassembled ';>plio... •e pages 10.68
and 10.69 ror more information on llesIIienl Wedge Gate Valve options o Position indicators a Stainless steel fasteners: Type 304, Type 316 Cl ASTM B98·C661001H04 stem Cl Handwheel Catalog
DesCription Material Material standard Part 11::11'====::::':: ....No. G-16 Bonnet Bolts &. :>:uts Carbon Steel ASTM AJ07 Grnde B. Zinc Plaled """ .....G41 Stuffing Box Bolts & Nuts
.Carbon Sle!!i . ASTM 􀁁􀁊􀁾􀀷􀀠Grade B. 􀁚􀁩􀁮􀁾􀀠Plated G·49 .Stem 0 -rings (3) ,Rubber . ASTM 02000 G·200 Wrench NUl Cap Screw Carbon S...I .. ASTM 􀁁􀁬􀁾􀀷Grade B. Zinc PI."," ,
G·201 "Stuffing 􀁂􀁯􀁾0 -rings Rubber . ASTM 02000 G·202 Wrencb N\.!t 􀀬􀀬􀁾􀁴􀁬􀁲􀁯􀁮􀀠􀀮􀁁􀁓􀀡􀁍􀀮􀁴􀁜􀁩􀁟􀀲􀀶􀁾􀀹􀁾􀁂􀀠G·203 Stem .Bronze 􀁟􀁾􀁾􀁍􀁂􀁉􀀳􀁡􀀬􀀠...... G·204 Hand Wheel
(not 􀁳􀁨􀁾􀁮􀀩􀀠Cast Cast Iron ASTM /\126 CL.B G·205 Stem Nut .Bronte ASTMB62 0·206 􀀢􀁇􀁵􀁜􀁾􀁥Cap 􀁂􀁥􀀺􀁡􀁰􀁮􀁧􀁾􀀠􀁃􀁾􀀧􀁯􀀺􀁮􀀠􀁇􀁾􀀲􀀰􀀷􀀠.SltIffing Box _􀀮􀁦􀁾􀁾􀁾􀀠_ 􀁾􀁁􀁾􀂥􀀠􀁾􀀱􀀲􀀶􀁃􀁌􀀮
􀁾__ G-20§ 􀁁􀁮􀁩􀁬􀂷􀁦􀁲􀁩􀁣􀁴􀁩􀁾􀁮􀀠􀁗􀁡􀁳􀁾􀁾􀁜􀁾􀀠􀁟􀀹􀀺􀁬􀁣􀁯􀁾__ __ .. Q..209 Wedge, Castlron'" ASTM AI26CL.B ' .... 􀁾__􀀮􀁾􀁾􀁾􀁦􀂣􀁾􀁬􀁉􀁬􀁡􀁴􀁥􀁾__._____􀁾____􀀬􀁟􀁾________􀀮􀁾􀀠􀁟􀁇􀀭􀀲�
�􀀰􀁾􀁾􀁾􀁾􀁾􀁟􀀮􀀠Cas_tiron _ 􀁾􀁾􀁔􀁾􀁴􀁾􀁉􀁟􀁾􀁾􀁌􀀮􀁬􀀿􀀠􀁾􀁟􀀧___􀁾.... '" Fully encapsulated in molded rubber with no iron exposed Previous to 1999 these pans on 􀀴􀀢􀁾􀀱􀀲􀀢􀀠wl'le$
were designed with a gaskel insteadcf an a·ring and " oIich additional boilS. Confirm the type of seaj when ordering a replacement gasket or O-ring. SEE PAGE 10.73 FOR ORDERING INSTRUCTIONS

MJ. accessories Home IMuaHer Co.1 2"·12" MUELLER® A..2360 RESILIENT WEDGE1u.8 GATE VALVES WITH M.J. X M.J. ENDS . Catalog numberA-2360-20 Mechanical joint ends (with mechanical joint
unassembted accessories) A-236O-23 Mechanical joint ends (less mechanical joint accessories) A-2360-2S Mechanic"ljoint ends (with transition gaskets) Q Sizes-2", 3", 4", 61'. gu, 10·!.
1:2" Cl Meets or exceeds all applicable requirements of ANSUAWWA C509 Standard and is certified to ANSIINSF 61 Cl Standard meehanical joint ends comply with ANSI/A WWA CIII Cl Iron body
with nominal 10 mils MUELLER"' Pro-GardTM Fusion Epoxy Coated interior and exterior surfaces CJ Epoxy coating meets or exceeds all applicable requirements of ANSIIAWWA C550 Standard
and is certified to ANSIINSF 61 Cl Iron wedge.,symmetrical & fully encapsulated with molded rubber; no exposed tron Cl Non-rising stem (NRS) Cl Triple Q-ring seal stuffIng box \2 upper
& I lower O-rings) Cl 2" square wreneh nut (optional handwheel available ,--open left or open right shipped unasscmbled Cl 2"-12" sizes--250psig (1723 kPa) maximum working pressure.
500 psig (3447 kl'a) static test pressure Cl UL Listed, PM Approved: 200 psig (1379 kPa) -3"-12" sizes A·2360·20 "\ltions 'pages 1 0.68 and 10.69 for more information on Resilient Wedge
Gate Valve options CJ Position indicators o Stainless s!eel fasteners: Type 304, Type316 Cl ASTM B98-C661001H04 stem Cl Handwheel Resilient wedge gate valve parts Catalog OescripHon
Material .Malerial standard Part G-\6 Bonnet Bolts It Nuts iCarbon Steel Stuffin Box Bolts &: NutsG-41 Stem Ownn 31G-49 Wrench NtttCa Screw0-200 Stuffin BOlt SealG-201 Wrench NutG-202
StemG-203 G-204 Hand Wheel not shown 0.205 Stem Nut Guide Ca BearinG-206 􀁇􀁾􀀲􀀰􀀷􀀠Stumn Box 􀁁􀁮􀁴􀁩􀁾􀁦􀁲􀁩􀁣􀁴􀁩􀁯􀁮􀀠Washers 2) Wedge! G-20S G·209 Rubtier Enca sulaled q-210 ••
Bonnet 􀁇􀁾􀀲􀀱􀀱􀀠•• Bonnet O·rin 􀁇􀁾􀀲􀀱􀀲􀀠... Bod • Fully e:1'1eapsulated in melded rubber wiltt no iron exposed •• Previous u> J999 Incsc parts: on 4"·Ir􀁶􀁬􀁬􀁬􀁶􀁾􀀠wm:: designed
with.! g,l$lt:et instead ofan O-ring and w"h addi1ioml boll holes: 􀀨􀀲􀁾-rsius relain &B.$tct design nffecting 1!tc$t pattll. Confirm lhctype of "en ordering a replacement gasket or
().ring. Carbon Sleel Rubber C3.rb0n Steel Rubber Casl [ron BrolU:c Cast iron Bronze Celcon Castirnn Cd""n Cast tron· Casllron Rubber Cast Iron ASTM A307 Grade Zinc Plated ASTM A307
Grade B. Zinc Plated ASTM 02000 ASTM 􀁁􀁾􀀰􀀷􀀠Grade B. Zine Plate<! ASTM 02000 􀁁􀀸􀁔􀁍􀁁􀁴􀁾􀀶􀁃􀁌􀀮􀁂􀀠ASTMB138 ASTMAI26CL,B ASTM B62 A8TM A126 CL,B ASTM AI26 CkB ASTM 1\126 n.S ASTMD2000
ASTM AI26 CL,B ..." .."'" ....... "" HO. ..... ...,..,.,.. .... ...... .... ..􀁾􀀬􀀮􀀮􀀠..... .... SEE PAGE 10_73 FOR ORDERING INSTRUCTIONS 
#741 Vertical Valve Indicator Post 
UL LISTED FM APPROVED FROM KENNEDY VALVE THE LEADING MANUFACTURER OF UL/FM VALVES • Three standard lengths with up to 24" of adjustment • Target nut to allow 9 to 40 turns • Rugged,
durable construction • UL 1is ted/FM approved • 1 1/4" square operating nut (standard) • Adj ustable Indicator Plates (open/shut) • Accomodates all UL/FM gate valves • Unlimited flexibility
in field extension • Tapped for supervisory switch • Approved by N. ye. Board of Standards and Appeals • Also avai lable for 14" and larger valves as well as longer trench depths on
a speCial order basis VCA.I.III:nv lIlI' lit: 
Indicator Posts-UL Listed FM Approved .' '.. • « GRtXHJ LIfE ro BOTmf OF LOII'ER FLANGE ro." 2S.ZS "".25 ....25 « ........ 56.25 !i2."" ".25 14.25 SO."" 741 VERTICAL POST .'.." ' UL
<.11> ..... 641S WALL POST MATERIALS LIST 77.75 9488-8-2 
VALVE BOX 
1 􀁾􀀠I , 8 i ! /' '\ i 􀁾􀁾􀁾􀀭􀀭􀀭􀀭􀁾􀁾􀀭􀀭􀂱􀁾􀀬􀀠L-., 􀁾􀁩􀀱􀁲􀁥􀁥􀀠Piece Adjustable Screw-type Valve Boxes 1Pattern Extension Top Section Bottom Secti on Lid Set Wt. A Weight B
Weight Weight 􀁾􀀠1824 S 19"-22il 10" 20 lbs 15" 25 1bs 15 lbs 60 1bs # 2436 5 27"-37" 16" 30 1bs 24" 35 lbs 15 1bs 80 1bs # 3648 5 39"-50" 16" 30 lbs 36" 45 lbs 15 lbs 90 1bs # 3960
S 39"-60" 26" I 50 lbs 36" 45 lbs 15 1bs 110 lbs i 
FIRE HYDRANTS -MUELLER 
9.1 permits quick check ofali level. Lets you add oil WUDOI"-_____=::::removing bonnet. seal oil in, water out. o STAlNLES STEEL SAFETY STEM COUPLING-pulls free if hydxant is hit by
a vehicle preventing damage to the stem and main valve. Coupling will not break into pieces that could drop into lower barrel and affect valve operation. Top oflower stem is below the
top ofthe lower barrel so that a tire cannot depress the stem and open the main valve. Repair is easy and economicaL o SAFETY FLANGE--breaks cleanly to help prevent barrel damage. yet
is strong enough to withstand normal handling. Allow, economical repair, adding of extension section, rotation or changing ofupper barrel without digging orwater shut-off, o BRONZE UPPER
VALVE PLATE-o DRAlNVALVEFACINGS-specially 􀁤􀁥􀁳􀁩􀁧􀁮􀁥􀁤􀀮􀁬􀁯􀁮􀁧􀁾􀁬􀁩􀁦􀁥􀀠provide effective sealing. o DUCTILE IRON CAP NUT-retains main valve, Seats against cap nut gasket to
prevent corrosion ofstem threads. Locked in place by • stainJ"""steel lock washer. Mueller liP Epoxy coated for durability. o 250 PSIG--3-way hydrant: 250 psig (1723 kPa) maximum working
pr.ssure, 500 psig (3447 kPa) o SHOE DESIGNED FOR MAXIMUM FLOW AND EASY CONNECTION-with its smooth transitional contours. extended .:J :J MUELLER® SUPER CENTURION® (Mueller to.1 FIRE
HYDRANT REV.4.s9 MUELLER SUPER CENTURION 250 B 3·Way Fire Hydrant Features CJ 􀁈􀁏􀁌􀁄􀁾􀁄􀁏􀁗􀁎􀀠Ntrr-with integral weather seal. Design discourages unauthorized removal ofo ANTI·FRlCTION
WASHERthe hold..o.own nut or bronze operating nut. Resilient wiper seal between 􀁨􀁯􀁬􀁤􀁾􀁤􀁯􀁷􀁮􀀠nut and helps assure easy turning opetation for opernting nut prevents water entry
to protect operating nut from freezing. Wiperseal material isthe lite of the hydxant. resistant to u1tra-violet ray deterioration. O-ring seal provjdes second level of protection, o OIL FILLER PLUGo MEETS OR EXCEEDS-all applicable
requirements of ANSJJAWWA (:502 Standsrd and UL 246 and FM 1510 specifications. o O-RING SEALS AT BONNET, GROUND, AND SHOE FLANGES-for better leak: resistance. easier maintenance. o
SEALED OIL RESERVOIR-O·ring sealed to prevent leakage. Provides positive lubrication of stem threads and bearing surfaces each time the hydrant is operated. Filled at the factory. :J
FULL FLOW OPENlNGSlarge radius hose and pumper openings produce low frictIon loss. flELD REPLACEABLE HOSE AND PU)IPER NOZZLES-O·ring sealed. Threaded in place and retained by stainless
steclloclcs. Nozzles are easily replaced :J ELECTRO-GALVANIZED BOLTS At,\D NUTS-provide corrosion protection. SO;>l·KINKING CHAlNSheavy-duty chains are securely attached to the hydrant
SpeCial chain loop pennits free turning ofibe cap. BRONZE SEAT RING--threaded into drain ring and O-ring sealed.. Scat ring is easily removed or installed from above ground. Each time
main valve is opened or closed. double drain valves forcc-ilush both drain valve openings to keep them open for effective baucl drainage. Bronze drain valves are integral parts ofmain
valve assembly. a REVERSIBLE, COlliPRESSIO:>I-TYPE MAIN VALVE-closes with pressure for positive seal. Rubber material has long service life, yet is reversible providing a convenient
spare in place. neck and integral anti-rotation pads. ailowing use ofstandard tee-head bolts. The inside ofthe shoe is covered with MUELLER 􀁈􀁐􀁾EpOXY Coating. This thennosetting epoxy
fonns a tough. corrosionwTCsistant barrier to chemicals, physical impact and electrical cunents. Manufactured undM one or more of the following: U.S. Patent No.4,711,178; 4.842.246.

9.4 Home IMu8l..Co.I MUELLER® SUPER CENTURION® FIRE HYDRANTREV. 4-99 , Super Centurion 250™ 3-way catalog numbers (approved to UL 262, FM 1120/1130, ANSIIAWWA C502 Standards)-A-421 4-tn"
main valve opening three way (two hose nozzles and one pumper nozzle) A-423 5-114" main valve opening three way (two hose nozzles and one pumper nozzle) Super Centurion 200'" 2-way catalog
numbers (approved to ANSIIAWW A C502 Standards)-A-420 4-112" main valve opening two way (two hose nozzles) A-422 5-1/4" main valve opening two way (two hose nozzles) A-425 5-114" main
valve opening two way (two pumper nozzles) Super Centurion 200™ I..way catalog Dumber (approved to ANSIIAWWA C502 Standards)-A-424 4-112" main valve opening one way (one pumper nozzle)
Cl 10 year limited warranty on material and workmanship Cl Meets .11 applicable parts ofANSIIAWWA C502 Standard Cl Post type dry barrel design Cl Dry top design with O-ring sealed oil
reservoir Cl Traffic feature with stainless steel safety stem coupling Cl Compression-.tJpe main valve closes with pressure for positive seal; it is made ofrubber and is conveniently
reversible providing a spare for long serviee life (Patent Pending) Cl Operating nut available in wide variety of shapes and sizes--open left Or right Cl Field replaceable hose and pumper
nozzles Cl Hose and pumper nozzles have large radius. full flow openings for low friction loss o Contoured shoe is designed for full flow Cl Dual bronze drain valves provide effective
barrel drainage o 250 psig (1723 kPa) maximum working pressure, 500 psi,!: (3447 kPa) static test pressure for 3-way hydrants; 200 psig (1379 kPa) maximum workmg pressure, 400 psig (2758
kPa) .mensions Mechanical Joinl -standard and 0·150 +--_.---tNOD-fotaling bolt design001001 need of bolt for easier installation Front view detail of Mechanical loint on back side -=:**«(Slandam
only) Vertical Flange' ·4" Vertical shoe available for A-420 and A-421 hydrants. SEE PAGE 9.24 FOR ORDERING INSTRUCTIONS 
9.5 Home (MOE LER® SUPER CENTURION® IMueller ca.1 FIRE HYDRANT PARTS REV. 4-'99 MUELLER Super Centurion Fire Hydrant Parts A·1 .......__􀁾􀀭􀀺􀀺􀀭􀀺􀀭􀀺􀀺􀁟􀀺􀀮􀀭􀀺􀀭-A-2 A-3􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁁􀀭􀀸􀀵􀀠-
A-4 A·84 A·5 A-6 A·7 A-S 􀁾􀀭􀀭􀀭􀀭􀁁􀀧􀀲􀀴􀀠,--f<!.-----A·25 A-27􀁾􀁾􀀻􀀺􀁾􀁉􀁾􀀽􀀭􀀺􀀭􀀺􀀭􀀺􀀭􀀺-:A'26A-28 A-29 􀁾􀀽􀁴􀀺􀀽􀀽􀀽􀁁􀀭􀀳􀀰I A·31 􀁾􀀭􀀭􀀭􀀭􀁁􀀭􀀳􀀲􀀠A·33 A·34 A-35 A·36
A-37 A·36A·39 􀁾􀁾􀁾􀁾􀀺􀀺􀀺􀀺􀀺􀀠A·40i:j;; --A-41 􀁾􀁒􀁾􀀽􀁁􀀭􀀴􀀲􀁾􀀠A-43 A·44 A-45 A-46 A-47 A-48 A-49 A·51 􀁉􀁾􀁾􀀠Description Material IMatenal standard i lA, IB= IA8TMBSS4 iA.2
I""" imn 12.eLS i IA·3 IHold down' Rubber IA'􀁾8ro"", IA-S Illotute: O-ri '. Rubbe< I\STM 'N I ,.. Co1<.n .·7 Oil.luR B"", ASTMB1. A·S Bonnol IAI26eLB A·9 S"ol ASTM Al07 Pl..... A·IO
􀁾􀀠I Rubber A"M',"vWBUNAN A.iI S'eel IASTI>! AS7. GR-B A-.2 Rubbe< ASTM monn RII1\IA N ,·.3 "'TM 1\276 A·14 l'Itmt>c.-" .... Bmtue 􀀺􀀺􀁾􀁂􀁭􀀢􀁎A·'S Pump.rI Rub...,. A·•• Rubb" ..17
Cast iron <STM A126 CLB , 􀁾􀀠􀁾􀀠Bronze 􀁾􀁉􀀡􀁓􀁍􀀠. 'Ru""', ID2OO()N..._ ' iIWbbu ASTMI ASTMI ,N: A·2: "'TM 'A·22 Steo' Plated , IA.23 Steel PI,... IA.2. , nozzl., C""iron <5TM 1,,·2.\
I IA301 PlatedIA-2' ,bo" and nu, ISteol A-27 Saretv nan" Q.rinEU"'7 "'" "'w" m....' IRubbe, ",.I I IA.28 'Sa!<tv nmo Cast iron A5TM AI26 CLB -29 Co"""in ASTM A21. A·)O ,.i. I8m;,,""""
A<Th! A116 ",ll Lowe""m Steel 'A5Th! A576 GR.H ·'2 Lower barrel Cast iron ASTM A126 eLB ·3' is,.mpin Stain"" "",I ASTM A276 '·3' I Omi. "Iv< [xing i Plast" A·'S IDrain v,l"" "feW Stainl=
"... ASTh! A276 ,.,. """,,·'51 Bmnz, ASTM 8584." !Shoe bol< and .ut S".I ASTM Al07 Plat'" IA.,8 􀁾􀁫􀀢􀀩􀀠Rubber ASTM D2000 BUNA N A·39 ;0:;;;. Rob"'" I AliNA N 40 Cast iro. !ASTMAI26CL.B
A'-I I ; i><ll' Md nul (," "'ow", ....only S""l i ASTM AlO7 Pial," ,.«2 Bronze IASTMS'" A4J SeAl tin. 8m= ASTMBS84 A-44 Seat rin< botrom O-rin. Robbu ASTM D2000 8UNA N , A4S' ".,.1",
'''''''", Rubbet jASTMD2000 A·46 􀀧􀀮􀁾􀁾􀁨􀁡􀁾􀂷􀀢􀀠ASTM AI26 CLI! 􀀻􀁾􀀬􀁩􀀻􀀻􀀭􀀺􀀠A-Can'"' sea1 Robber 􀁾􀁄􀀲􀀰􀁯􀁯􀀠A-' A216 A· ,pi","" ASTM A126 CL.B 􀁁􀂷􀁾􀀠Shoe "'TM A126 eL.B
B Ac84 Bronze ISTM 85" A·SS Rttbbet \STI>! 02000 A-" 10.5." ..how') • 􀁐􀁲􀁣􀁾1991 models may bt upgrapcd EO use the reversible main valve bv also replacing the 􀁴􀁏􀁾􀁦􀀠.. valve plate
with the 199i model. -SEE PAGE 9.24 FOR ORDERING INSTRUCTIONS 
TAPPING SLEEVES 
SELECTION GUIDE TO SMITH-BLAIR«' TAPPING" SLEEVES 622 TaoDlng Sleeve 623 Camon Steel Mecna,"ilcal JOint 62.5 TaoDlng Steeve lor 􀁾􀁮􀁣􀁲􀁥􀁴􀁥􀀠cynncler Dice 626 Weldon on outlet StaJnless
Steel T acomg Sleeve Wltn f!iexl·8Iue • Epoxy Ceated FlanQe 663 Stalnless6teel Ta,ppmg Sleeve Nith 􀁓􀁴􀁡􀁩􀁮􀁬􀁾􀁳􀁳􀀠Steel Range 664 Stainless 􀀮􀁳􀁬􀁾􀁥􀀬􀀠TappIng Sleeve Wiln i=1exl-Blue
• Epoxy Coatea Flange 665 Stainles. Sleel T""""'9 Sleeve _ Slalnle.. 5'eel Flange ReduCtng ana 􀁳􀁬􀁺􀁥􀀮􀀮􀀮􀁡􀁮􀁾􀁓􀀱􀁚􀁥􀀠outlets on an types 01 oloe ReducIMg ana Slze-on-Slze outlets
Redi.tang outlets on concrete sleet cyunder Oloe RedUCIng aut1el that can De welded onlo any steei PI!J& : RedUCing ana size-on-stZe flanged ." thru 12" RedUClng ana size-on-SlZB flanged
4'lhru 12" RedUCIng and slZe-on-S&Ze ftangea 4"lhru 12" RedUCing and size-on.siZs flanged ,·,hru 12" 622 TAPPING SLEEVE 􀀮􀀭􀀻􀁾􀀭L' F 4'&1aIger •• & larger 12" & IaIger 6" &iargar S"UW24·
6"UW 12" 6"UW 12" 5"'" ..:. .' 􀁓􀁾􀁓􀁴􀁺􀁥tacclng $Ieevea reQuire use ot a 1/2-2-und"'lD' .rutll cutter. *4,SO ano 4.80 diameters Jue not furnlsnea wI!h teat plu;. 0 "2 ;; '2 a '6 '0
20 '2 20 5 ;; ;' 5 7"' 6'1, 0 5 9'1,. 8'/. a " 5 n jt.• 10'/. '0 5 1:H'n '2':. 10 "Pipe alametetS JO.OO" ana larqer wlm 12" OUUeUl Will have an 􀂷􀀭􀁁􀀢􀁤􀁪􀁭􀀦􀁮􀁾􀀠sion 012,1" anQ
21 Quanuty 0112 bolts. :::or lap 5J;teS 1":'" ana larger.l!anqe (0 nave lilS·· recess. it deeper recess.'$ requlrea 10 mat. with t2lj:ll:llnq van/ft. contact tllanL Outlets. 14" ana
larger nave tlmlled range. 􀁾􀁾􀀢􀀢􀀢􀀢􀁃􀁬􀀠􀁏􀁕􀁉􀁾􀀮􀁬􀀠MATERIAL SPECIFIC BODY, ',A CarbOn;u,eI ASTMA2B5 Gtade A tit!l5TM A2!13 Graoe C ", , 􀁐􀁬􀁡􀁴􀁥􀁳􀁡􀁮􀁤􀁾􀀮􀀢􀁟􀁐􀁉􀀢􀀢􀀧􀁯􀁮􀀴􀀬􀁓􀁏􀁡􀁭􀀴�
�􀁬􀀡􀁑􀁟􀀠f-U,NIlClll: AWWAC2trr Class0. ANSI ISO II). 􀁾􀁟", GASKET: Graoe 60 Concave Wedge (Vas"'" 􀁾10 resist--o!1. aCIdS alkalies, mast 'ailPhatlc) tryctro..camon fluids. wale'
ana many chemicals. rerrt!)eratures uo to 212"F. BOLTS & NUTS: High strengtlt low alloy ,": Jfi!ished "'",agan nuIS 10 ASTM A·3Q7 􀀢􀀺􀁾􀀳􀀰􀀴􀁓􀀱􀁡􀁩􀁮􀁬.... _ .•, 􀁾􀁔􀁉􀁉􀁩􀁉􀁉􀀾􀁮􀀠coated
10 prevent galilng. ANISH: ' _10 3 
DUCTILE IRON FITTINGS -CL153 
MECHANICAL JOINT C153 DUCTILE IRON COMPACT FITTINGSTyler/Union Sizes 3" thru 12" UL Usled For Fire Main Equipment SAMPLE SPECIFICATIONS 3" THRU 24' MECHANICAL JOINT DUCTILE IRON FITTINGS
sholl be produced in the USA in accordance with all opplicoble terms and provision, of ANSI! AWWA C153/A21.53 and ANSI/AWWA Clll/A21.11. All Ductile Iron Mechonical Joint IOnlyl FiHing'
are rated for 350 PSI working pre ..ure, unle .. otherwise indicated. NOTE: fiftings are cement·lined and seal·coated in accordance with ANSI/AWWA C104/A21.4; also ovoiloble double cement·lined
or bore. All cooted filling, meet requirements of NSF·61. See list price sheet for details, " J 0 A " JOINT DIMENSIONS IN INCHES BOLTS Size ADio. S C Dia. ODia. F Dia. J Dic. K' Dio.
K1 Oia. L M S T X DiQ. Size No. 3 3,96 2,50 4.8.4 4,94 4.06 6.19 7.62 7.69 ,58 .62 .39 .33 'I, 'l,x3 4 4 4.80 2.50 5.92 6.02 4.90 7.50 9.06 9.12 .60 .75 .39 .34 'I, '/.x3'J, 4 6 6.90
2.50 8.02 8.12 7.00 9.50 11.06 11.12 .63 .88 .43 .36 'I. 'l,x3'I, 6 8 9.05 2.50 10.17 10.27 9.15 11.75 12.31 13.37 .66 1.00 .45 .38 'I, 'I",3'h 6 10 11.10 2.50 12.22 12.34 11.20 14.00
15.62 15.62 .70 1.00 .47 .40 'I, '/.x3'j, 8 12 14 13.20 15.30 2.50 3.50 14.32 16,40 14.44 16.54 13.30 15.44 16.25 18.75 17.88 20,31 17.88 20.25 .73 .79 1.00 1.25 .49 ,56 .42 .47 'I.
'I, '/.x3'/, J/Ax 4 8 10 16 17.40 3.50 18.50 18.64 17.54 21.00 22.56 22.50 .85 1.31 .57 .50 'I. 'l.x4 12 18 19,50 3.50 20,60 20.74 19,64 23,25 24.83 24.75 1.00 1.38 .68 ,54 'I, J/"x4
12 20 21.60 3.50 22.70 22.84 21.74 25.50 27.08 27.08 1.02 1.44 .69 .57 'I. '/.x4 14 24 25.80 3,50 26.90 27.04 25.94 30,00 31.58 31.50 1.02 1.56 .75 ,61 'I. '/,x4'1, 16 BENDS .R /A '\'/U
'" -r/􀁃􀁁􀁾􀀠R I',,\..,...q=; -.\ 1 .\ .... rt Id 90° Bends 11/41 45° Bends 11/81 22'H Bends (1/161 11'1.' {I 132) Dimensigns Dimensions Dimensions Dimensions Size T R Weight A R Weight
A R Weight A R WeightA 3 .34 4.5 4.0 20 2.00 3.62 16 1.50 4.98 15 1.25 7,62 15 4 .35 5.0 4.5 26 2.49 4.81 22 1.82 6.66 21 1.55 10.70 20 6 ,37 6,5 6.0 48 3,50 7.25 40 2.59 10.50 37 1.81
13.26 13.26 33 8 .39 7.5 7.0 68 4.00 8.44 59 2.85 11.80 51 2.06 15.80 48 10 ,41 9.5 9.0 136 5,OJ 10.88 86 3.35 14,35 67 2,32 18.36 61 12 .43 10.5 10.0 141 5.98 13.25 109 3.86 16.90 90
2.56 20.90 79 14 .51 12.0 11.5 220 5.50 12.06 164 3.93 17.25 148 2,59 21.25 133 16 .52 13.0 12.5 264 5,98 13.25 202 3.98 17.50 179 2.62 21.50 159 18 .59 15.5 14.0 410 7,50 14.50 325
7,50 30.19 292 7,50 60.94 320 20 .60 17.0 15.5 50S 8.00 16.88 368 8.50 35.19 364 8.50 71.07 346 24 ,62 20.0 18.5 695 9,00 18.12 481 9.00 37.69 481 9.00 76.12 457 Tyler Pipe/Utili...
Division· P.O, Box 2027· Tyler, Te"", 75710.1903) 882·5511 2 Union Foundry Company. P.O. Box 309 • Anniston, Alobama 36202. (256) 236-7601 11·29·2001 
EBAA-Seal Mechanical Joint Restraint 
--------------------------------------------EBAA-SEALTM The New Improved Mechamcal JOint Gasket -SAMPLE SPECIFICATION 10 1m!,""", Ih" ....""l1g "".,.uly. lh" 􀁾􀀠chonlcal joint. TIU!
gllSl«lt material mall oon RIr all _lIani<:a1 joints conlOl'ming to III<: reo roam to the rc:qultcmtnt> of ANfA1AWAA CI111 quirements of Al'iSIIAWWA Cll O/AI1.1.. Hl. All.11. section
'u·6.4. of the latest revisIOn. CHlIJU1.l1. or 􀁃􀁬􀀡􀀩􀀳􀀱􀁁􀀻􀁮􀀮􀁾􀀠ehall be or a Mcclulnkal joint gaskets _II be I!IIAA 􀁉􀁭􀁮􀀧􀁾􀀠"""ign that ""US"" Iht 11"""".1 In 􀁾􀁦􀁬􀂫􀁴􀀠"
... tllAA. k.d • Improved _.nleal Joint (jas· pruo<lmalely llO% <luring aSGembly of me me· lIel or approvctt equal fltt.llc-t CDN.·S1::I;ft C'II'IW! 1Inl'f1' :S«TlDIy. TNSTALLATION Fig.
3. MeclwlicaJ...J"oInt Al;senlbly l"t'OmAWWAC600 I)Qlt Guo 'n. 'I.'I. I t 'I. "'_ltV" or Tcrque.01> .7500 1000120 l:8J'50 Call loll free for information, I !!OO433·1716 P,O.IIv& 611_,.......
76411l 􀁅􀁂􀁍􀁾􀀬􀁉􀁒􀁏􀁎􀀠!'bone: (154)62!!-1'131 'l'ot<fil>, 􀀨􀀲􀀵􀀴􀀩􀀶􀁾􀁕􀀠􀁴􀁾􀀬􀀱􀁬􀁉􀀰􀀰􀀱􀀠hItsI:lJiV\\'w.dml,UHII§ALES, INC. 
SERVICE MATERIAL 
Home I MUELLER® BR2B & BR2S SERIES BRONZE IMuB.EII Ca.1 4 5 •SERVICE SADDLES M DOUBLE STRAP Rw.4-0f MUELLER" Service Saddles for use on A-C, cast iron, ductile iron, and AWWA C900 PVC
plastic pipe o Outlet tapped with either AWWA taper (C.C.) or AWWA I.I'. thread (EI.I'.T.) o For use onA-C pipe. cast iron ordnctile iron pipe and cast iron O.D. PVC pipe o 200 psig
(1379 kPa) maximum working pressure o Available in single and double strap designs o Brass body o Flattened silicon bronze straps (standard) o Optional 304L stainless steel straps o
Rolled strap threads o O-ring sealed outlet o 3/4"!hru 2" tap sizes (518" some styles) o Meets all applicable parts of ANSIfAWWA C800 o NSF 61 certified BR 2 B Series BR 2 S Series MUELLER4D
Service Saddles with AWWA Inch mm Inch Castor ductlle Iron,C900 PVC pipe •A..c ppt:, eImI:t; !!iO-»;)perASTM C29:'S wAWWA C4OO. tdIal o.norpipea:qVI'Od _lID 􀁾thcpipe UI:lI'lllgD IftUd.
in 􀁦􀁴􀀺􀁾􀁤􀁷􀁕􀀮0:ritdI\Ip.It)'C&!lpip::,d&e:L»lSOpe:'ANSfJAWWA CIUlI 􀁁􀀲􀀱􀀮􀀲􀀻􀁁􀁎􀁓􀁊􀁊􀁁􀁗􀁗􀁁􀁃􀀱􀁗􀀮􀀮􀁵􀁬􀀮􀀶􀀻􀁁􀁎􀀤􀁊􀁉􀁁􀁗􀁗􀁁􀁃􀁬􀁏􀀱􀁦􀀱􀁁􀀲􀁉􀀮􀁡􀀮􀁍􀁤􀁐􀁥􀀦􀁴􀁤􀁾􀁗􀁗􀀭􀁐􀀮􀀴􀁊􀁴􀀮
􀁾􀁩􀁬􀁡􀁬􀁦􀁩􀁰􀁥􀀮􀁾􀀮􀁳􀁯􀀮􀁍􀁆􀁁􀁎􀀤􀁊􀁊􀁁􀁗􀁗􀁁􀁃􀁉􀁓􀀱􀀯􀀮􀀮􀁵􀀡􀀮􀁳􀁉􀀺􀁃􀁡􀁳􀁴􀁩􀁬􀀺􀁣􀁡􀁏􀁄􀀮􀁐􀁖􀁃􀁰􀁬􀀮􀁗􀁣􀁰􀁩􀁩􀁰􀁴􀁰􀁭􀀭􀁁􀁗􀁗􀁁􀁃􀀹􀀰􀀰􀀮􀀠􀀭􀁩􀁢􀁥􀀮􀁾􀁾􀁣􀁬􀁁􀀮􀀮􀁣􀀣􀀮􀀮􀁮􀀮􀁦􀁭􀀺􀁬�
�􀁦􀁴􀁉􀁯􀁉􀁮􀁬􀁉􀁉􀀧􀁤􀁬􀁊􀁥􀁦􀁬􀁑􀁾􀀬􀁜􀁮􀁴􀀡􀁬􀁩􀁬􀀱􀁥􀁬􀀧􀀺􀁬􀀡􀁬􀁬􀁬􀀺􀁩􀀻􀁡􀀩􀀢􀁬􀁕􀁉􀁉􀁃􀁢􀀺􀁬􀀢􀀧􀁻􀁉􀁉􀀧􀁬􀁬􀁊􀁬􀁴􀁓􀁾􀀠􀀱􀀩􀁾􀀱􀁨􀁥􀀺􀁯􀀮􀁮􀀮􀁯􀁴􀁜􀁢􀀺􀀡􀁰􀁩􀁰􀁥􀀮􀁴􀁨􀁣􀁰􀀺􀁄􀁦􀁉􀀨􀁁􀁤􀁤􀁬
􀁂􀁩􀁾􀀠 nf'nd IlIcpipe 0.0. 􀁾􀁬􀁘􀁉􀁉􀁵􀁡􀁵􀁉􀁤􀀺􀁉􀁢􀁥􀁄􀁮􀁴􀁤􀁷􀁴􀁴􀀮cm:.eaJdD:dlalbls • 􀁾􀁏􀁄􀀮􀁾_ 􀁩􀁡􀀺􀁗􀁡􀁉􀀨􀁢􀁥􀁾pre4i.These machines may be used with the service saddles
illustrated on this page • saddle tan size J!: m' i 314" F 2," r::􀁲􀁾􀀠X X 'X .x .1"PiA'fi' r:IX )( I -TO ORDED SPECIFY QUANTITY, OUTLET TAPPING SIZE AND CATAWG NUMBER 
5.6 Ground Key Corporation Stop Inlet: AWWA taper (MUELLER "CC") thread Outlet: MUELLER 110® Conductive Compression CORPORATION STOPS MUELLER 1100 COMPRESSION CONNECTION Ground Key Corporation
Stop Inlet: AWWA1P. tbread Outlet: MUELLER 110 Conductive Compression Connection for CTS O.D. Connection for crs O.D. tubing* H·15008 tubing* 1 1120 25/Ctn IOIOn Corporation Valve ,
H·15028 Inlet: AWWALP. thread Outlet: MUELLER II 0 Conductive Compression Connection for CTS O.D.':a H·15023 tubing* 1 1120 25ICrn H·15013 11-112" 1 2" Corporation Valve Inlet: AWWA
taper (MUELLER "CC") thread Outlet: MUELLER 11 0 Conductive Compression Connection for CTS O.D. tubing* MUELLER® 300™ Ball MUELLER 300 Ball Corporation Valve Corporation Valve Inlet:
AWWA taper Inlet: AWWA1P. thread (MUElLER "CC") tbread Outlet: MUELLER 110 Outlet: MUELLER 110 Conductive Compression Conductive Compression Connection for CTS O.D_8·25008 8·25028Connection
for CTS O.D. tubing* tubing* II-Ill" SIC'n Ground Key Corporation Stop Ground Key Corporation Stop Inlet: AWWA taper Inlet: AWWA1P. thread (MUELLER "CC") thread Outlet: MUELLER 110 Outlet:
MUELLER 11 0 Compression Connection for Compression Connection for IPS plastic pipe * IPS plastic pipe* H·15009 H·15029pl4" 'l" IO/On IlOlCrn MUELLER 300 Ball Corporation Valve Inlet:
AWWAIP. thread Outlet: MUELLER 110 Compression Connection for IPS plastic pipe*8·25029 1314" 11"10lCtn j 􀀱􀀰􀁬􀁾􀀠J II-Ill" SICtn 
Home IMualler Ca.1 GROUND KEY ANGLE METER VALVES80.1 0 & SERVICE VALVES -3/4" -2"REV,4-99 Ground Key Angle Meter Valve Ground Key Angle Meter Valve MUELLER 110® Conductive MUELLER® Pack
Joint Compression Connection for CTS Connection for CTS O.D. * tubing x O.D.*tubing x meter flange meter flange 180· turn check -lock wing 180· turn check -lock wing H-14277 P-14277
Catalo2 size Meter size P"i'OO size 1·la 1·112 [-[12 2 t 1·112,2 ..2 Catalo size Meter size pine size 1·112 2tt 1·112 􀀱􀁾􀀨􀁬􀁬􀀮􀀲􀀠1·112 2 Angle Meter Valve nut x meter flange -lock
wing H·14276 Ground Key Angle Meter Valve F.LP. x meter flange 180· turn check -lock wing H·14286 􀁾􀀧􀁩.. Meter size 1·112 HI2 2 t 1·112 2 '-TubiMsize 1·112 2 Cataio-9:-size Meter size
1·[12 [·112 2tt 1·112 2 Pil'le size 1-[12 2 Ground Key Angle Meter Valve MUELLER Solid Tee Head F.I.P. x F.I.P. Roundway Meter Stop 180· turn check -lock wing F.I.P. x F.LP. 360· turn
-lock wing H·10281 H·14285 ICatalog size ICatalog size It/2 .. See charts on pages 8D.1S and 8D.16 for tubing and pipe tbatcan be lIsed with this connection. ttThese valvt$ have meter
flanges double drilled to fil either l-II2" or 2" meters. MUELLER Valves and Couplings are manufactured and tested In accordance with ANSIIAWWA C800. 
BASS & HAYS: ssA METER CAN FOR 2" METER 
I I # 548 Series Galvanized Meter Boxes with 24" dia. corrugated cans􀁾􀀠I I I I I I r I # 55 Series Galvanized Meter Boxes with 28" dia. corrugated cans I I Part no. Height Weight #
548 A 18" 80 1bs # 548 B 24" 85 lbs # 548 C 30" 90 lbs # 548 D 36" 95 1bs # 548 E 42" 100 1bs # 548 F 48" 105 1bs # 548 G 54" 110 lbs # 548 H 60" 115 1bs Part no. Height Weight # 55
A 18" 125 lbs # 55 AIS 18" 125 lbs # 55 A2S 18" 125 lbs # 55 B 24" 130 lbs # 55 C 30" 135 lbs # 55 D 36" 140 lbs # 55 E 42" 145 1bs # 55 F 48" 150 1bs # 55 A1S 18 gao can -Dallas std
57 
BACKFLOW PREVENTOR 
• ( Series 007 %"·2", 007DCDA 2" Double check valve assemblies • Backflow preventers designed to protect potable water supplies in accordance with national plumbing codes for non-health
hazard cross connections and continuous pressure applications, • Provides protection against back siphonage and backpressure backflow. Specifications • All sizes supplied with resilient
seated shutoffs • Sizes: 1'2" -1" (lS-25 mm) have tee handle shutoffs, 1'1." -2" (32-50 mm) have lever handle shutoffs, • For supply pressures up to liS psi (12.1 bars). • Water temperature:
sizes '12" . 2" (13-50 mm) from 33°F to IBO°F (.55°C to B2°C), Flow Charts see page 44. 45. DirnensionslWgts. 􀁔􀀬􀁾􀀠􀁃􀀺􀀺􀀢􀀮􀁌􀀧􀁬􀁆􀀱􀁬􀁾􀀠p' .<F'+ .', .' Features • Line sized
construction for reduced fouling • Replaceable seats and seat discs 007M3qI' '!." • No screws in the waterway for reliable operation • Captured springs for safety • Top enrry, single
cover for access ease • Top mounted test cocks to simplify testing For addWonalln(01l7lallon, request ES·007, For II1:UlsSox Enclosures. request ES·IVS and ES·WB·T. Options ,1.:1d 􀁓􀁵􀁲􀁬􀀧􀁩􀀮􀁾􀀺�
�PC -\\1th internal polymer coating S -with bronze strainer LF -without shutoff valves LH -\\1m locking handle ball valves (open position) 5H -\\1th stainless steel ball valve handles
U .. union connections HC -\\1m fire hydrant connections {iemale hose S\\1vel x male NSn J.dd 􀁐􀀺􀂷􀁾􀀨􀁩􀁸􀀻􀀠55 -""th 316 stainless steel backflow preventer and ball valve shutoffs.
Size (OKI In. m B '-, 15 ¥. 20 1 25 1Yl 32 1'-, 40 2· 50 STRAINER DIMENSIONS M N "N, in. mm In. mm In. mm 2"3¥1,3¥.i 70 81 95 2% 􀁾􀀠3 57 70 76 10 10 12 254 254 305 4'l16 113 3'.<2 89
2!1 508 4\> 124 4 102 22¥.i 578 5Y" 151 5 127 28 711 007M3QT-S 0062021 ¥.i 20 11% 282 6% 156 007M1QT·S 0062308 1 25 13% 331 rn 197 007M2QT-S 0062450 tv. 32 16% 416 7 178 001M2QT-S 0062616
11'1 40 16'1-1 425 7 178 001M1QT-5 0062428 2 50 m.495 8¥.i 222 '007DCDAOSY; 0062665 2 50 35VSS92 11 279 t §. Contact your Agent or •Dimensions reqUired (or screen renroval. p 0062020
0062306 0062681 0062436 5 12 23 􀀳􀁾􀀠19 % 22 91'1 241 6'1-1 3,1 3% 98 1% 32 :m 248 14 6,5 3'.<2 89 Hi 38 :m 248 26 11,7 31'1 89 11'1 38 1m 340 351'1 16,0 30/.0 95 21'1 64 􀀱􀀳􀀧􀁬􀁾􀀠340
33'h 15.2 12% 311 2% 57 12% 311 91 44 Models refer to £S·007. t -models come with CFMIGPM me/ell. For GPM codes see price list, 'S dimension is (rom the lowest part ofthe valve (the
unmachlned relief part) to the highest part ofthe gare/ball valve shutoff. watts regulator. backflow products division 15 
S-MBI-G07QT-l··'·. 􀁾􀀠",".2" Meter Box Installation Watts 007QT Double Check Assembly • Top Access -Testing/Maintenance • One Cover for All Maintenance 15'k"• USC Approved Orientation
• Replaceable Seats • Captured Springs 21 􀁾􀁾􀀢􀀠12" 17'/'" 23%" 25'k" 18%" 3" x 4" Pipe Slot L______________ (2 Places) Dimensions and Weights -Sizes 1'14", 1V2", 2" I Dimensions Size
, A , B ,C L Weight in. I mml in. Imm I in. : mm I in. ! mm in. i mm Ibs.lkgs. 1V, 32\,6% 416 i 5 1127 i3'l161 84 . H 1241 15 I 6.8 11'2 38 16'/, 426 !4i', i12413/: i 89 9'/,1248 15'1,1
7.2 2 50 119'h 495 i 61: i 159 I .j ! 􀁾􀀠02' 􀀳􀁾􀀯􀀱􀀠34025'/.1117 A------------1 -1-1--= h\, B 1 1----L ----I TECHNOL OG Y USA: 815 Chestnut Street. Norttl.:"'Clover. MA 01845·6098
q::.􀁾􀀠CanIda: 5435 North Service Road. :..:1Inglon. Onlano L7L 5H7􀁾􀁾􀁾􀁾􀁾􀁾􀀡􀀻􀀮􀀮􀀮􀀮􀀬,Uct.rtI. iJ ... fJ.itA. ill ......., .""E:GULATCR •_';""':0 1874 ::arts Industrles,lnc._
􀁾􀀠Water Products Division. Safety & Control Valves ·.S:MBI-007QT-l W', 1';"",2" 9737 © Watts Regulator Co., 1997 Printed in U.S.A. 
Park Equipment: 8" Obi. Detector Check & Vault Assembly 
W1 unnEL SIZE I Ll WI DDBP-AD4 4" , 7'-10· 4"-4'" OOBP-ADS 5" I 7'-10'" 4"-4'" DOBP-ACS 8" ! S'-8· 5'-0" DOBP-ACIO 10' 9'-25'-8· HI \\>1":' I S'-O9,00Q' 5'-0" 9,:200; 6'-0' 􀀱􀀵􀀬􀁏􀁏􀁾􀀠I
1'-0' 18,000 PLAN VIEW 1------+'7+-HERSEY -PIT-PAK 3/4' DElECTOR MElER w/2 SHUT-OITS VALVES AND BACKR.OW PREVENlER. ,--F'RECAST CONCRElE UO w /CAST IN 30".48' ALUMINUM HATCHWAY (PITPAK)
HI OS&Y GAllE VALVE (TYP.) IGALVANIZED SUPPORT (TYP) Ll ELEVATION 􀁲􀀭􀀺􀀻􀀻􀁾􀀺􀀻􀀻􀀻􀀻􀀻􀀭􀀭􀀭􀀢􀁬􀁍􀀽􀀭ALL llEST COCKS SEALEDwi THREADED PLUG (tiP 4) DUCllLE IRON OR SlU8-0UT '---+or+-MJ
x FLO ADAPTOR SpecifIcations CONCREllE : Class 1 concrete with design strength of 4500 PSI at 28 dal'S. Unit ,. of monolithic construction at fioor (2nd first stage of wall with sectIonal
riser to requIred depth. REINFORCEMENT: Grode 60 reinforced. Steel rebOf' conforming to ASTM A615 on required centers or equal; HATCHWAY: 1/4" Aluminum diamond plate cover, with 1(""eXtruded
aluminum frame. Hatch to be furnJshed with 316 Stalnle.. Steel snap lock & hinge•. Engineering Data The bockftaw assembly ehall be factory assembled In vault '" h)<lrostatlcollytested
prior to delivery. Field excavation & preparatIon shall be complete prior to delivery. Pipe, valves and fittings at the (Jssembly sholl be approved by one or more of the follOWing C1ssaciotions:
A t§J 􀁾<§> AVNlA PROJECT: 􀁃􀁕􀁓􀁔􀁏􀁾􀁅􀁒􀀠: ENGINEER : 􀁭􀀡􀀺􀀡􀁾􀁾􀁍􀁾􀀠VI At ADDisoN 4" THRU 10· DOUBLE DETECTOR CHECK BACKFLOW PREVENTER ASSEMBLY REV.DWG. NO.SCALE NONE DATE 8/97
DDBP-AD A 
SANITARY SEWER MATERIAL INDEX B. SANITARY SEWER MATERIALS: 1. JM Pipe: 6" -4" SDR35 PVC Sewer Pipe 2. SDR35 PVC Sewer Fittings 3. Bass & Hays: #404 Sanitary Lateral Cleanout 
SANITARY SEWER PIPE -SDR35 
Untitled Documcnt J-M Manufacturing: our products: Ring Tite Gravity Sewer Pipe PJpe !Ii Scope The specification with which J-M Manufacturing's Ring-Tite gravity sewer pipe is manufactured
designates general requirements for unplasticized polyvinyl chloride (PVC) plastic pipe with integral bell and spigot joints for the conveyance of domestic sewage. oIi Pipe The pipe
is suitable for gravity conveyance of sewage with less than 25 feet of intemal head pressure, The corrosion resistance of PVC enables a longer surface life than most other piping products.
The bell consists of an integral wall section with a factory installed, solid cross section elastomeric ring that allows for expansion and contraction at each joint. <Ii Joint Design
The joint design meets ASTM D3212 performance testing requirements, thereby assuring a watertight joint not to exceed an infiltration/exfillration of 50 gallonslinch diameter/mile/day.
The gasket for this joint assembly is made of an elastomeric ring in compliance with ASTM F477. hllp:llwww.JMPIPE.COM/productsfringtitegrnvity.hlml 1t'0' 􀀬􀁾􀀠Materials J-M's gravity
sewer pipe meets the requirements of ASTM D3034 for pipe sizes 4" through 15", and ASTM F679 T-1 wall thickness for sizes 18" through 27", '" Deflection Criteria When installed per our
recommendations, J-M's gravity sewer pipe will not exceed a long term deflection limit of 7.5% of the cross sectional area. ,.; Flow Characteristics With a Manning's "n" coefficient
of 0.009, our smooth interior gravity sewer pipe provides the capability of USing flatter grades during installation or selecting smaller diameter sizes than would be needed for other
piping materials. 'Ill Standard Laying Lengths Standard laying lengths shall be 13 feet (:1:1") for all sizes. <Ii Dimensions 112102 7:40 AMlof2 
Untined Document http://www.)MP1PE.COMlproductsinngtitugravily.hllHi 􀁲􀁾􀁾􀀺􀀽􀁩􀁮􀁡􀀧􀀠ii 􀀭􀁾􀀧􀀠􀁾􀁵􀁴􀁳􀁩􀁤􀁾􀀧􀀢􀀠􀁾􀁉􀀭􀁾􀁾􀁾35 PS"'-:-4'6 'P-Sl' 􀁾􀀧􀀠􀀭􀁪􀁛􀀭􀁾􀁓􀁄􀁒􀁩􀁴􀁈􀁾􀁾􀀻􀀻􀁾􀁾􀁩􀁬􀀺
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􀀬􀀬􀀬􀀬􀀢􀀬􀀬􀀬􀀬􀀬􀀺􀀬􀁪􀁬􀀢􀀢􀀢􀁭􀀧􀁭􀀧􀀧􀀧􀀢􀀽􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀁾􀁩Ii 21 i! 22,047 ! 0,632 E 29,9 Ii ---i --i! I,,,,::=",,",,,,,,,",,,,::::,,"':),,,,,,,,,,"",,,m''',,,,''',",,",,,,,,,,=",,='
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---i ---Ii 􀀬􀀱􀀢􀀧􀀧􀀧􀀢􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀢􀀢􀀧􀀽􀀽􀀧􀀧􀀧􀁩􀁲􀀬􀀬􀀬􀀬􀀬􀀬􀀬􀀬􀀬􀀬􀀬􀀬􀀬􀀬􀀬􀀬􀁭􀀬􀀬􀀢􀀬􀀬􀀢􀀢􀀢􀀺􀀺􀀬􀀺􀀺􀀬􀀬􀀬􀀬􀀬􀀬􀀬􀀬􀀬􀀬􀀬􀀬􀀬􀀬􀀬􀀬􀀬􀀬􀀬􀀬􀀬􀀬􀀬􀀬􀁾􀁉􀀧􀀧􀀧􀀧􀁭􀀺􀁭􀀧􀀧
􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀢􀀧􀀧􀀧􀀧􀁭􀀧􀀧􀀧􀀧􀀢􀀢􀀧􀀧􀀧􀀧􀀢􀀧􀁩􀁬􀀽􀀧􀀧􀀧􀀧􀀢􀀧􀀢􀀧􀀧􀀧􀀢􀀧􀀧􀀢􀀧􀀧􀀧􀀢􀀺􀀺􀀢􀀢􀀢􀀧􀁩􀀡􀀧􀀧􀀢􀀧􀀢􀀧􀀧􀀧􀀧􀀢􀀢􀀧􀀢􀀢􀀺􀀺􀀧􀀢􀀢􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀁾􀀧􀀧􀀧􀁉􀀧􀀧􀀢􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀢􀀢�
�􀀧􀀧􀀧􀀢􀀺􀀺􀀢􀀧􀀺􀀺􀀧􀁭􀀢􀀺􀁬'II 27 " 27,953 I 0,801 " 49,5 II ---, ---Ii 􀀡􀀺􀀺􀁮􀁾􀁾􀀢􀀺􀀢􀀻􀀢􀀺􀁾􀀬􀀻􀀬􀀻􀁾...... , ••••􀀧􀀻􀀱􀁾􀀻􀁩􀀬􀁜􀀱􀁾􀁲􀀺􀀡􀁾􀀡􀀬􀀻􀀬􀀻􀁾􀀺􀁾􀁾􀀢􀀬􀀧􀀺􀀺􀀧􀀻􀀧􀀻􀀱􀁾􀁾􀁾􀀺
􀁾􀁾􀁾􀀧􀀺􀀧􀁬􀀧􀀮􀀡􀁲􀀺􀁾􀁾􀀬􀀻􀀺􀀺􀀺􀀮􀀧􀀺􀀡􀀮􀀢􀀬􀁾􀁾􀀧􀀺􀀡􀁾􀁦􀀮􀀮􀁲􀀺􀁮􀁴􀀧􀀮􀁹􀀻􀂷􀀻􀁲􀀺􀀮􀀬􀀻􀀬􀀻􀀬􀀮􀀡􀁾􀁾􀁾􀀬􀀻􀀺􀁾􀀡􀀺􀀺􀀮􀁾􀁾􀀬􀀬􀀻􀀬􀀻􀀽􀁾􀀬􀀻􀀬􀀻􀀻􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀻􀁾􀂣􀀬􀀱􀀭􀀮􀀻􀀧􀁩􀀧􀀮�
�􀀮􀁾􀀻􀀭􀀺􀀮􀁾􀀡􀀬􀁾􀀡􀁾􀀢􀀻••􀀬􀀻􀀬􀀻􀀡􀀻􀁾􀀡􀀧􀀧􀀻􀀧􀀻􀀧􀀻􀀧􀀻􀀻􀀺􀁾􀁴􀀧􀀮􀁴􀀬􀁾􀁾􀀬􀀬􀀺􀀬􀀮􀀺􀀬􀀡􀀡􀀡􀁾􀀡􀀢􀀻􀀡􀀡􀂷􀀻􀀭􀀺􀀺􀀬􀀬􀀻􀀬􀀻􀀡􀁾􀀺􀁾􀀺􀁭􀁲􀁭􀀽􀀬􀀬􀀬􀀭􀀻􀀭􀁩..􀀧􀀺􀀺􀀷􀀮􀁾􀀢􀀻􀁾􀀢􀀻􀀧􀀡􀀧
􀀧􀀭􀀺􀀺􀀺􀀺􀀬􀀻􀀺􀁾􀀻􀀬􀀻􀀺􀀻􀁾􀁭􀁴􀀧􀀮􀀢􀀭􀁴􀀧􀀮􀀺􀀮􀀡􀀧􀀻􀀻􀀠Notes: A. All dimensions are in inches unless specified otherwise, B. (SDR ) = Standard Dimension Ratio 􀁾􀀠OD ..;. T
min, C. ( PS ) = Pipe Stiffuess, ( T ) = Wall Thickness, ( LbslFt ) = approximate Weight. D. Product information effective as of 7/00, Subject to revision at any time. Reference Specifications:
A. ASTM F477 : " Elastomeric Seals ( Gaskets) for joining Plastic Pipe" B. ASTM F679 : " PVC Large Diameter Plastic Gravity sewer Pipe and Fittings" C. ASTM Dl784 : " Specification for
Rigid PVC Compounds and CPVC Compounds" D. ASTM D3034 : " Type PSM PVC Sewer Pipe and Fittings" E. ASTM D3212 : " Joints for Drain and Sewer Plastic Pipes Using Flexible E1astomeric
Seals" 10f2 112/02 7:40 AM 
SEVIER PIPE Sizes, Dimensions and Weights Bell and Spigot A••􀁥􀁭􀁢􀁬􀁾􀀠(Incheot IAssombiy -+---C------4! I Pipe SI.. Inches PIP. Det.lIa Anr.ge Min. Willi 0.0. TNctcnen "f" C llall
0 el4l1. D5 De ApfIro•• DII N AppmJ. Wolght LbI./Ft. 4 4.215 0.120 2.80 4.250 4.240 5.20 2.90 1.05 6 6.275 0.180 3.50 6.318 ·.aa08 7.50 3.50 2.36 6 6.4QO 0.:l40 4.10 8.460 8.440 10.10
4.10 424 10 10.500 0.300 4.70 10.570 10.548 12.40 4.70 6.64 12 12.500 0.360 5.15 12.577 12.554 14.50 5.15 9.50 15 15.300 0.437 5.95 15.380 15.362 18.00 5.95 14.14 18 18.701 0.536 5.90
18.764 18.784 21.98 5.90 21.43 21 22.047 0.632 6.40 22.110 22.110 25.63 6.40 29.88 I Io • o... c Pipe Size Min. Wall Appro•• Appro•• WI. 1_. A••. 0.0. ,...,icItnII.. "r" C DS De D9 N
Lbl.IFt.􀁾􀀲􀀴􀀺􀀺􀀢􀀽􀀭􀀭􀀭􀀭􀀽􀀺􀀺􀀺􀀺􀀲􀀽􀀴􀀮􀀺􀀢􀀺􀀸􀀰􀀺􀀺􀀳􀀺􀀺􀀺􀀢􀀧􀀧􀀧􀀧􀀺􀀧􀀺􀀧􀀺􀀺􀀠:l.71' -CC==.7=S:---'2-=4.::'99---2":4:!.9:"'e,52S.80 11.25 38.96 27" 27.953 :l.801 18.30
28.17 28.17 32.50 12.75 49.47 3S 
SEWER FITIINGS -SDR35 
MULTI FmlNGS -Trench Tough -Short Form Specs Page 1 of2 About Us wtuH Wb Uo Markets· 􀁗􀁾􀀠Snrvn· h1ifi:tHiidon ':;:P(Qductnrft􀀧􀁬􀁩􀀧􀀺􀁩􀀡􀀡􀁾􀁾􀁾􀀠􀁾􀁲􀀬􀀱􀀿􀁤􀁾􀁣􀁴􀁬􀁦􀀠-􀁔􀁲􀁥􀁮􀀿􀁾􀀢􀁊􀀮􀀹􀀮�
�􀁦􀀲􀁨􀀻􀀠S,I1,?rt 􀁆􀁾􀁮􀁮􀀠􀁾􀁾􀀭􀁲􀁾􀀬􀀠Introduction -Features & Benefrts -Engineering Lay Lengths -Download Brochures 􀁾 Trench Tough SDR35 Gasketed Sewer Fittings Fittings 4" through
15" shall be molded and comply with ASTM D3034 and F1336 standards, Fittings shall be manufactured from a PVCcompound having a minimum cell classification of 12454 per ASTM 1784. Molded wyes, t(I.wyes and tees must be a minimum of a SDR26 thickness where the branch connects to the body of the
fitting. In addition, service branches and bells for 4" and 6" sizes must have a minimum of a SDR26 wall thickness. Materials used for gaskets must conform to the requirements of ASTM
F477 or F913. All fittings must be manufactured with a locked-in, black color coded gasket having a durometer rating of 45. These fittings must be IAPMO approved and be third-party certified
to CSA B162, 1 and/or CSA B162.2, ® Trench Tough SDR35 & Fabricated Gasketed Sewer Fittings All fabricated fittings up to 46" shall be made from segment of third-party certifted SDR35
pipe that exceeds the requirement of ASTM F679, The fittings shall consist of butt fused or welded pipe and solvent cemented service branches. All 4" through 6" service branches must
be a minimum of SDR26 wall thickness, The fittings must conform to <S> ASTM D3034, F1336 and F679 standards. All fittings shall be third-party certified to CSA B182.1 and/or CSA B182.2.
Trench Tough SDR35 Gasketed Sewer Fittings meet these standards: ASTM. D3034, F1336, & F679 A CSA B182.1 & CSA B182,2 IAPMO file number: 1575 Trench Tough SDR 26 Heavy Wall Sewer Fittings
III All heavy wall SDR26 gasketed sewer fittings shall conform to ASTM D3034 and F1336 and shall be manufactured from a compound having a minimum cell classification of 12454 as prescirbed
in ASTM 01784. All molded wyes, t-wyes and lees must be a a minimum of a SDR24 thickness for the body of the frtling. In addition, all outlets 4" through 6" service branChes, bells and
bodies must have a minimum of a SDR24lhickness. Materials used for gaskets must conform to the requirements of ASTM F913 or ASTM F477. All fittings musl have a locked-in gray color coded
gasket. Trench Tough SDR 26 Heavy Wall Sewer Fittings meet these Standards: ASTM F1336 ASTM D3034 Trench Tough ClOD Sewer Fittings for C900 Pipe Injection-molded 4" to 6" ClOD gasketed
sewer tees, couplings, elbows. plugs and reducers shall conform to AWWA C907 and be third-party certified to CSA B1371.2, They shall be UL listed and FM approved, All other configurations
must have a minimum DR18 wall thickness. OR1B fittings shall be made from a compound with a minimum cell classification of 12454 per ASTM D1784. The compound must have a minimum Hydrostatic
Design Basis of 4.000 psi http://v.l.multifittings,comlhtmlltrencbJttspecs, htp '14/02 
Bass & Hays: #404 Cast Iron Lateral Cleanout 
Ii 339 Sanitary Cleanout Boot BASE 92 lbs. LID 8 lbs. SET 100 lbs. 􀁾􀀠Ii 404 Lateral Cleanout With Gasket, two Bolts BASE 11 lbs. LID 4 lbs. SET 15 lbs •. .' 45 
STORM SEWER MATERIAL INDEX C. STORM SEWER MATERIALS: 1. CSRlWall: Concrete Pipe Certification for RCP Pipe /ASlM C-76 2. RAM-NECK: RCP Pipe Joint Material 3. JMPipe: 10"-8" SDR35 PVC
Sewer Pipe 4. Hughes Supply/American Pre-Cast: 5' Curb Inlet w/#184 Access Cover 5. Hughes Supply/American Pre-Cast: Type "B" Headwall 6. Hughes Supply/American Pre-Cast: #36 Catch Basin
w/Galvanized Hwy Grate as Alternate to 2-Grate & 3-Grate Inlets 7. Hughes Supply/American Pre-Cast: #20 Catch Basin 8. Cast-in-Place Concrete Structures /Hanson: Concrete Batch Mix Design

STORM SEWER CONCRETE PIPE 
,w CSlt waU RE: Certification for Concrete Pipe, Box Sections, and Manholes This leller is to certify tlia! the concrete products manufactured by CSR Wall meel the following speCifications:
_ ..... Reinforced Concrete Pipe ,.. A.S.T.M. C-76 Reinforced Concrete Arch Pipe A.S.T.M, C-506 Precast Reinforcl'?d Concrete Box 􀁃􀁾􀁬􀁶􀁥􀁲􀁴􀁳􀀠A.S.T.M. C-7890rC-850 Reinforced Concrete
Manholes A.S.T,M, C-478 􀁾􀀱􀁷􀁩􀁵􀁬􀁙􀀬􀀮􀀮􀁻􀁁􀀮􀀮􀁎􀁾􀀠f. 􀁾􀀮􀀠Kumpel P. E. SUbSt;;Tibed to before me at Pat-is, Texas tnls Z7th day of July 199 • .􀀨􀀮􀀮􀀭􀀭􀁾􀀬􀁤􀀦􀀭'P-!L 􀁾􀀻􀀻􀁾􀁕􀀸􀁌􀁉􀁃􀀠I
N AND FOR LAMAR COUNTY, TX SYBlE HARBISON NOTARY PlJSI.JC STATE Of' TEXAS"'f Cmim. ,xp 65.03.2002 CSR \l,!",Ii. 1569 $, C":hun:h Strt't'l, 􀁐􀁡􀀬􀁲􀁩􀀧􀁦􀀮􀂷􀁉􀁾􀁸..s 75461.1 Tel<phofic
(903) 􀁩􀀸􀂷􀀧􀂷􀁾􀁨􀁓􀀲􀀬􀀠,f,",,,...!.: (9UJ) 7HS-2!\W 
􀁏􀀧􀀡􀁲􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾.... 􀀭􀀭􀁾􀀠I . ., I "If "'4 " "4 ,., 􀁾k' , "4 • " • 􀁾􀀠,. , "...d '" • • 44'''' OUTSIDE
--SIt D1AMETER L 􀁾􀀠 ,􀁖􀂷􀁾􀀠" • • 􀀮􀁾􀀠• 􀁾􀀠.. • , (l 4! . (J, • fi' '" .. Ji .4 􀁾􀁗􀁁􀁌􀁌􀀠LENGTH 4" 6"&: 8'I• I t-I (12" " 15' CONE ONLY IN 4' " TONGUE AND GROUVE ASTM C-76 WALL
B , REINFORCED CONCRETE PIPE • OUTSIDE WEI,GHT PER.. .. SIZE WALL B DIAMETER FOOT (LBS) 12" (300 MM) 2" 16" 100 15" (375 MM) 2 1/4" 19 1/2" 130 18" (450 MM) 23"2 1/2" 170 21" (525 MM)
215.2 3/4" 26 1/2" 24" (600 MM) 3" 30" 270 27" (675 MM) 3253 1/4" 33 1/2" 30" (750 MM) . 37" 3803 1/2" 33" '(825 MM) 4403 3/4" 40 1/2" 4"36" (900 MM) 44" 510 39" {975 MM} 47 1/2" 5654
1/4" ·63042" (1050 MM) 51"4 1/2" 45" (1125 MM) 4 3/4" 76054 1/2" 5"48" (1200 MM) 58" 865 ,54" (1350 MM) 65" 10505 1/2" 6" 72"60" (1500 MM) 1300 66" (1650 MM) 79" 15206 1/2" 72" 1I800
MM) 7" 86" 1800 78" (I950 MM) 7 1/2" 93" 2130 8". 84" (2100 MM) 100" 2660 9"96" (2400 MM) 114" 3565 -WALL CON eRET E jp>1 PEe0 . , INC. 
STORM SEWER CONCRETE PIPE JOINT MATERIAL 
RAM-NEK® FLEXIBLE SINGLE GASKET. METHOD for sealing reinforced concrete culverts, storm drains &sewer pipe· THIS BUUETIN·DESCRIBE!S A·PLASTIC GASKET MATERIAL THAT MEETS HUNDREDS OF CITY,
COUNTY, STATE AND FEDERAL $pECI.·· FICATIONS, ALL OF WHICH ARE BASED ON MORE THAN TEN YEARS OF SUCCESSFUL, PROVEN FIElD PERFORMANCE. The ON'I'IIE-BAM{ I'AllRlCAl'ION d • RAM·NEK' For
Concrete Pipe 01 All SIzfl, joillt. The aUld! """" I.e Inteodc:cl ....y t.o rep......! the sNipes and Semce -: proper pooI!ioc1in« d tho pre!<>rmed pllOSlic guket atrip. * RAM--NEK'b
Primer may not be requited, but It Is recommended. MINIMUM INSTALLATION REQUIREMENTS : (Single Gasketl '. '. ".' ", '". .i, 􀀮􀁾􀀮􀀠'.' Q 0·· •• -;.:.;.::.'':-''...:.\ ..:",􀁾􀀠: ..:
...􀁾􀀮􀀠. ... . 4 .:• .:': TONGUE G ••• •,.;i '.' .. i .... . • ." ••• '.: ,-:' • . GROOVE'. . . . ",." -" .' A •• ,. It. .. " I.' • .'. ,'.. ',. :. 􀁾􀀠TRENCH CONDITION -Conditions
in the sewer trench shall be such that pipe jointing can 'be accom· plished without getting mud, silt, gravel or· other foreign material into the joint. I n general this means that the
trench shall be adequately dewatered, with a firm bottom free of mu*. GASKET APPLICATION Apply one coat of RAM· NEK® Primer to clean, dry joint surfaces and allow to dry. Remove the
paper wrappe.r from one side only of the two-piece wrapper on the RAM·NEK® gasket. The outside paper will protect the gasket and assure against stretching. Before laying the pipe in
the trench, attach the plastic gasket strips end·to-end to the leading edge of the tongue or groove of each pipe joint, forming a continuous gasket around the entire circumference of
the pipe joint. Remove outside wrapper prior to jointing the pipe. HANDLING -Pipe handling after the plastic gasket has been affixed shall be carefully controlled to avoid bumping the
􀁧􀁡􀁾􀁥􀁴􀀠and thus displaCing it or covering it with dirt or other foreign material. Any gaskets so 'rbed shall be removed and replaced if damaged . epositioned if displaced. RAM-NEK'I
Flexible Plastic Caskets,meet lhe following national specificalions: o Federal Specifications SS·S,110 A. "Sealing Compound, Preformed PIaSfic for Pipe /oints", Type I. Rope Fo/m. o
AASHTO Designation M·198 75 I. Type B, Flexible Plastic Gasket (Birumen). IMPORTANT For maximum adhesion, Ot in coJd Of wet weather, It ;s fecommended that both the RAM·NEK(!I) gasket
strip and • 1, ... J... : ..... 􀁾•• ,.,.. ""ft" .................1 ...... h .. 11...􀀢􀀧􀁦􀁬􀀮􀁾􀀠.... ..-h_..4 f ___ ""':_'_f.• _..t ..... '#0< ."...11__ __ <1.0 PIPE ALIGNM ENT -Care
shall be taken to properly align the pipe before.joints.are forced home;.puring;. insertion of the longue, the 􀁰􀁩􀁾􀁥􀀠􀁾􀁡􀁬􀁬􀀬be 􀁰􀁡􀁴􀁴􀀮􀁩􀁡􀁉􀁬􀁙􀁾􀀻􀀮􀀻􀀮􀀠supported by the
crane -. to maintain concen.tr;lciW'(;; until the plastic gasket is properly 􀁩􀀺􀁯􀁭􀁰􀁲􀁥􀁳􀁳􀁥􀁤􀁝􀁲􀁲􀀬􀁾􀀺􀀯·jointspace. ., ..:.-.' PULL-tiP OR PUSH-UP PRESSURE·-Su·fficient_ pressure
shall be applied in making the joint to assure _ that the joint is home and evidence of a slight squeeze-_. out of the plastic gasket occurs at the outside 0'::;,< inside of the pipe
joint. Backfilling can proceed as ,. soon as jointing has been completed. TECHNICAL SERVICE -In the event of difficulty with the use or application of RAM·NEK® Products, immediately
contact the Technical Service Department of the K. T. SNYDER COMPANY, INC. for assistance. • For the recommended size and quantity of strips, refer to the estimating guide on opposite
page . ASSaD!AT!!: MEMBER• 
HOW TO SPECIFY RAM-NEKe Preformed PlasHc Gasket meels or exceeds all reQuIrements 01 Federal SpeclficaHons ss.1I-21O A', "Sealing Compound. Prefonned Plastic For Pipt "'Ints", Typt I,
Rope Form. Such Plastic gasket shall be equal to RAM-NEKe as manufactured by K. T. Snyder Company. Inc., of Houston. Texas, and shall meet the following requirements. SII-s-2lO A. (3,4
ADHESION & HVDROSTATIC PRESSURE). The sealing compound shall not leak at the lolnts (while being tested at 10 psi) for a period of 24 hours. as tested In section 4.5.2. 13.5 SAG OR FLOW
RESISTANCE) -vertical and ovemead 1" wide joints no sagging shal.1 be detected Iwhlle being tested at 135°Fj for a pertod 015 days. (16 CHEMICAL RESISTANCE) no visible detertoration
of the sealing compound (when immersed separately in solution of acid. alkalies and saturated hydrogen sulfide) for a porlod 01 3Q days The Sealing compound shall be produced lrom blends
of relined . hydrocarbon resins and plasticizing compounds reinforced with Inert mInerai filler, and shall conlaln no solvents, Irrl!atlng fumes or obnoxious odors. The compound shall
not deptnd on OlddWng, evaporating. or chemIcal action for Its adhesive or cohesive Slrenglh. It shall be supplied In extruded rope-form 01 suitable cross-sectionand of such sizes as
to fill the Joint space when the pipes are laid. The sealing compound shall be protected by a suitable removable two·piece wrapper. The Iwo-piece wrapptr shall be so designed thaI one.flall
may be removed longitudinally without disturbing !he other hall to facllitate applicalion of !he sealing compound. The flexible plastic gasket shall also meet !he requirements as slaled
In the following table: "COMPOSITION \ TEST METHOD .... Bitumen (petroleum plasticeonte"!) ASTM 0_4'-___+ --"'As.:.:h;:;.I"'n;:;ert.c.:::M7.i:...ne;:;r;:;.I"'M::-."'t.:.te;:;r==='----t---':AA:.::-:SH
:.cTO T 111 /.\ MIN. MAX.' __-,50:.:.-___-1-_--:7:=0___ 30 50 Volatile Matter ASTM 06 2.0 PROPERTY TEST METHOD MIN. MAX. Specific Gravity @77'F . ASTM 0 71 1.20 1.35 Ouelility @77'77'F
(eml ASTM 0 113 5.0 -'Soflening Point ASTM036 320'F -Penetration 77'F U50 gmsl 5 see. ASTM 0217 50 120' 'fIash POlnL C.O.c. ASTM092 600°F -•Due to the natu re of Ihe mIltenal. each sample
to be tested must be mIlnually kneaded. In lieu of heallllg and pouring. ildo various molds suggested· by ASTM Standards to reduce the void 􀁣􀁾􀁭􀁥􀁮􀁴􀀠and improve testing accuracy
and reproducibility. DATA SHEET AND ESTIMATING GUIDE (Approx.) SINGLE GASKET METHOD IMPORTANT! The suggested gasket sizes shown will generally allow visual evidence of "Squeeze Out"
after the pipes are properly jointed, and will 􀁾􀁆􀁬􀁬􀁉􀀠the Jolnl"" GENERAL For use with round (}-16 mortarjoinlpipe.",odified 0-443. single and double offset and recessed pipe and
tarOyal. arch. flat base, box and manhole pipe structures. Suitable for joints with (1) Tongue and groove &lope. crtape... 1" to 14'; (2) Outof found up to *" and (31 Annul.r aplce '11<1'
10 ¥iff. DIMENSIONS Gasket dimensions listed per pipe size are Sized to fit most pipe meeting the above specification and having an approximate 􀁾.. wide annular space after pipe are
coupfed. Check lhese dimensions with your pipe. Gaskets are available 10 fit any specific dimensions at proportionate prices. PACKAGE RAM·NEKC Gaskets are shipped in fiber Cartons in
straight cut lengths for easy makeup of joints with number of pieces of each type listed. 􀀨􀁒􀁁􀁍􀀮􀁎􀁅􀁋􀁾􀀠is seU.......lding. sticks to itself, guarantee· ing continuous sealing
at 􀁲􀁡􀁰􀁳􀀩􀀮􀁾􀀢is paCked 50 pes per carton j 1" 􀁾􀀳􀀵􀁰􀁣􀁳􀀮􀁰􀁥􀁲􀁣􀁡􀁲􀁴􀁯􀁮11W' 􀁾􀀲􀁡􀁰􀁃􀁳􀀮􀁰􀁥􀁲􀁣􀁡􀁲􀁴􀁯􀁮􀀯􀁬􀀧􀁨􀀢􀀭􀀲􀀰􀁰􀁣􀁳􀀮􀀠per ear .. 􀀢􀁮􀀯􀁬􀁾􀀢􀀠􀁾􀀠13pcs.
per carton 12" "lOpes. per carton. Each piece is lividua![ywrapped in a fwo-pieee paper wrapper for easy handling ld application, 􀁾􀁔􀁨􀁥􀀠Commissroner, Federal SUpply Service. General
Services Administration. approved the Reinstatement 01 SS-S-210A by their notice of Docember 16. 1961. Printed copies or this notice are available upon request. 01985 K T. SnydQr Company,
Inc. All Rights ResefV(ld. CONCRETE CULVERTS, STORM DRAINS Minimum R"Iuirements Approumate (Toler.... :±: 10%) CUT LENGTHSPIPE PRIMER PER iOINTSIZE PER 100 lIS. 1.5 ,Its. 11,1% pes.
1-12112" 1.9 ,Its. 2 pes. 1-.21IS" 21,1% pes•. 1"121"2.7 pts.IS" 2 pes. 11ft" I 31"J.8,Its.24" 2% pes. 11,1%".316.2 pis.31l" 3pes. 11ft". 318.5 ,Its.:\6" 9.5 ,lIs.42" 3';' pes. IIh"t314
pes. l'A"x 3'S'"48" 12.0 ,"ls. 15.0 pIs.54" 41,1% pes. 1%".315 pes! 1%"13'6"_IiO" 2O.0,als. 66" 25.0 ,lis. 5% pes. 1%"131" 2"131"72" 3O.0,als. 6 PC$. 2" 131"84" 32.0,al •. 7 pes. 2"
.31"96" 35.0,.1•. 8 pes. TYPICAL RAM-NEK GASKET . . SIZE' APPROX. SHAPE CROSS·SECTION IN'IFT. . LBS.JPC. .65 lb. A7sq.ln. 5.6 too ¥." *" x 1!A" 1.3 lb•.􀁾.. x: 1'n" 11.3.94 sq. in. 2.7
lb'.1.25 sq. In. 15.01'A" *-x 2" 3.S lbS.1.se sq. in. 22.51\\" *N x 2 W' 5.3IbS.1v.," 1· x 3" 3.00 sq. in. 3S.0 7.0Ibs.3.S0sq.ln. 42.02" 1" x 􀀳􀁾􀀢􀀠
Storm Drainage Pipe: SDR35 PVC Pipe 
Page lof2 " 􀁍􀁾􀁉..iIIl• •􀁬􀀭􀁍􀁾orevity s_piP" m_til. requlremo"", 01 ASTM D3034101Ili'posio:"o4''1h/ouQh 15', andASTM r-679 T·l wdll 􀁴􀁦􀁬􀁩􀁣􀁾􀁬􀁩􀀦􀀠fer SOO:!!I: IIJ" thmusn
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uU'OI piping pm!'!m:tR Th<o bell 00_of ••IIIUI{II'a1 wall _on with a ftlclnlylI\!If$Il6d, tI<llid •.-eection f!iRRtolnflrl¢ 11111'.1 Unst 􀁾􀁉􀁯􀁷􀁳for exparmion 􀁂􀁮􀁤􀁾􀁯􀁮at ._JOInt
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of $D giliondnoh bIy... t'I M m""'_pJR!ltwn1!IfcrtngIn oompB.n",,\/IIInASTM 􀁾..􀀭􀁾􀀮􀀢...-.F477.,,􀁾􀀠 ill Dimensions ",., "" ",," ",.", , I SDR as. PS 􀁾01$ pal 􀁓􀁄􀁾􀀻􀀲􀁉􀁩􀀽􀁾􀁾􀀧􀁦􀀢􀁉􀁾􀀠.No
minal 11 O.wid. 􀁾􀀺􀁬􀀠... 􀁌􀁢􀁾􀁩i Pipcsl:c 1; DWnoIerI 001 􀁾􀁉􀁮􀀢􀀠Tl u..Jft'" 4.. 4'1" n,12O 1.1 , iE" , .... 6 6.27, 0.160 , I." ... . ,., j I::i ....8 " i4O! 0,=110 􀁾10 , 10,SOD
ii , '"j i 0.300.... "" , , : 􀀱􀁾􀀠0.3eO 1111 ..... i, :1 0.4:17 . , O.53tli !1. "" 􀁯􀁾􀁾21 !. 1m 􀁴􀀮􀁾"'2'4 2UOS 0,711 .. !I. 2J. " ., ;rr,S!13 0,801 ..-! 􀁏􀀮􀀴􀁾i "" 􀁏􀀮􀁾􀀸􀁩􀀠II...
.. 7., 1.0 ..,,;,.; ... 1,5 -I ---i .. i ! At, AI 􀁴􀁩􀁭􀁯􀁮􀁣􀁪􀁑􀁮􀁾􀀠atO In inehe& tlNCa apeclfted otherwise. A. 􀀨􀁾􀁮􀁒􀀩􀀠-SI.lIwlId Dime""l"" RaIl." OD "T min, C. (I'l! I =PIP<!
etiffn.... ( T) • Wall Thicl<ne55. I LbslFl) i "l'PI",imalp. 􀁾􀁩􀁪􀁊􀁨􀁴D. P,uilur:t infnfmPl!lon efttN:;tIve M of 7/00, SubjQet to f!WIBIOn 􀁾tiWi 1im&. R&1ilrOnCClipo_e_: A. 113TM
FA77 . "EliOilo,,","" 􀁾􀀮􀁉􀁳􀀠( " ..tel; ) for jOining Pl..􀁾􀁯P!poa. ASTM Ft;/V: -I've U<1'lI<> Oi.mcIl:t I'I03Uo Orovity .ow.,Pill<' ond Fillin\!" " C. ASTM 01764 ; I( 3pedfiMflnn
lot Riyid pvc Compounds: and ¢PVC compcund8 " Do MTM 0303'1" l'YP<I POM PVC Sow.r ripe and ntlingo' hUI'.Ilwww.jmpipe.coll1lproduCl.1lriOplCgrllvity.btml 8/7/01 
SEWERPlPE Sizes, Dimensions and Weights Bell and Spigot Assembly (InoheS) ---C-----i!I Pipe Sl.. Inches Pipe Deloil. Anteae 0.0. "'In. Wall Thlctmen: "T" C Sell Det811B 05 08 Appro••
0' N Appro•• Weighl Lb••IFt 4 4.215 0.120 2.80 4.250 4.240 5.20 2.90 1.05 6 6.275 0.180 3.50 6.318 ·6.308 7.50 3.50 2.36 8 8.400 0.240 4.10 8.480 8.440 10.10 4.10 4.24 10 10.500 0.300
4.70 10.570 10.548 '2.40 4.70 6.64 12 12.500 0.360 5.15 12.577 12.554 14.50 5.15 9.50 15 15.300 0.437 5.95 15.380 15.362 18.00 5.95 14.14 18 \8.70\ 0.536 5.90 18.764 18.764 21.98 5.90
21.43 21 22.047 0.632 6..40 22.110 22.110 25.63 6.40 29.S8 , I ! i O. D, c Pipe 51•• Min. wall Appro.. Appro•. WI. Inches A.a. 0.0. T'licltn... ·..:·T':...·___􀁣􀁾___􀁾􀀰􀁾􀀵___-"0:!8___-"Dt"'-___􀀭�
�􀁎􀀡􀀭􀁟􀀮􀀮􀀮􀀡􀀺􀁉􀀮􀁢􀁡􀀽􀀮􀀯􀁾􀁆􀀮􀀡􀀺􀁴􀀮􀁟􀀠24" 24.803 􀁾􀀮􀀷􀀱􀀱􀀠15.75 24.99 24.99 28.80 11.25 38.96 􀀮􀀮􀀮􀀺􀀺􀀬􀁾__-,,2;:.7:::.9;;;;.5;;;.3__ J.8;:;.0:.-1__..:-1;;;;.8:=.30=--_----'2:.::8:
:..''-'7__---'':28::;.;:.';,.7__...;3"'2"'.5"'0"-_--'-1::;2.:.:.7"'5_-"4",4",9.,,,4'-.7_ NFERGUSONiYENTERPRlSEB,BIIC'. 35 
STORM SEWER PRECAST STRUCTURES 
5' Curb Inlet wI #184 Access Cover 
-".=]--,FRAME & COVER PER CITY REQUIREMENT #3 REBAR CAST IN & EXPOSED FOR GUTTER TIE IN 32".32" THINWALL K.O.'s ALL FOUR SIDES 􀀨' .. ", .! • '. 20'" .. '"[ 􀁾􀁲 " " 2'-1" 3'-7" 5'-8"
1. CONCRETE; 4500 PSI 2. REINF.: GRADE 60 3. MAX. PIPE SIZE 24" ID. WT.--14,700# DALLAS/FORT WORTH 5' CURB INLET W/5,O INVERT American Industrial Pre-Cast Products, Inc. P.o. BOX 365
ALVARADO, TEXAS 76009. METRO: 817-477-5286 501 EAST BAXTER SEGUIN, n:XAS 78155 210-401-0555 04698 
Inlet Rings &Covers 1/184 Lid 55 1 bs. # 184 Ring 51 lbs. 1/224 Lid 80 1 bs. # 224 Ring 60 lbs. II 226 Ring 75 lbs. # 228 Ring 90 lbs. # 244 Lid 100 1bs . 1/244 Ring 65 lbs. A II II
• • • • • • • • • • 
Type "B" Headwall 
y x 6"\6"1---'----;,-.... /.---....' //' ,'\. { /\' I \ H 12" H I : J􀁾􀀠\ I,12" 12" 8" y " /;....... ./: 9" 2'-6" -9" 1'-6" W LJ 6" x 1-----X H W HW18 2'-11" 2'-6" 2'-0" 4'-7/8" FOR
12",15",18" RCP WI. 3000# HW24 Y-6" 3'-0" 3'-0" 􀀵􀀧􀀭􀀹􀁾􀀢􀀠FOR 21" ,24" RCP wr. 5000# HW30 4'-8" 4'-0" 4'-0" 7'-6"" FOR 21',30" RCP Wr. 8000## HW36 4'-8" 4'-6" 6'-0" 9'-0" FOR 33"
,36" RCP Wr. 10,000# ALL EDGES CHAMFERED 3/4" CONCRETE AND STEEL SPECIFICATIONS DESIGNED TO MEET TEXAS HIGHWAY DEPARTMENT STANDARDS HEADWALL-TYPE B American Industrial Pre-Cost Products,
Inc. 04698 P.O. BOX 365 ALVARADO, TEXAS 76009. METRO: 817-477-5286 501 EAST BAXTER SEGUIN, TEXAS 78155 210-401-0555 
#36 Catch Basin wi Galvanized Hwy Grate as Alternate to 2-Grate & 3-Grate Inlets 
4'-0" 1. CONCRETE: 4500 PSI WT. 2. REINF.: GRADE 60 3'-6"--4815# 3. 3'x3' GALV. GRATE 4. EXTENSION SECTIONS AVAILABLE 12", 24", 36", OR 48" 5, MAX. PIPE SIZE 30" RCP CATCH BASIN NO,
36 3'-0" x3'-O" X3'-6" American Industrial Pre-Cast Products, Inc, P.O. BOX 365 ALVARADO, TEXAS 76009. METRO: 817-477-5286 501 EAST BAXTER SEGUIN, TEXAS 78155 210-401-0555 04698 
-------------------------------------------------------------------------􀀮􀂷􀁇􀁲􀁡􀁴􀁾􀁳􀀠Heavy DutyM Part No. GHD _ • __ Required Wheel Loads 'Government Sooclflcatlon USC·Passenaer
Car MSHTO·H10 Loadlne Wheel Load 2000# 8.000# 􀁗􀁨􀁥􀁥􀁉􀁌􀁯􀁡􀁤􀀨􀀳􀀰􀁾􀁬􀁭􀁯􀁡􀁤􀀩􀀠_......-.._....10.400 # I i MSHTo-H1S Loadina 12000# 15800# MSHTo-H2O Loadloo 16.000# 20,800# Allowable
Wheel Loads On MSTHO Spees Load AT Allow Worklno Stress 15,000# 20570# AISCSoeos Load At Yield stress 46,290# . YIeld stress 1.7 Safety Factor 27,2300# Grate Sizes A B C 28 1/2" 28112"
31/4" 281/2" 40112" 31/4" 401/2" 401/2" 31/4" 401/2" 521/2" 31f4" 521/2" 521/2" 31f4" 641/2" 641/2" . 3114" Certlflcates upon Request 􀀳􀁩􀀭􀁾􀀨􀁲..... Part No. GHD 1 • 2 3 1 =(jalvanlzed
or Primed 2 =Dimension "AU 3 =Dimension'S" 3'13C"r""fe...:I£·3S-.OoL/"f..u CT'-Q SCJ i'l/.f."",,,'l... 0(>"-... :·'/Custom Sizes Upon Request 4-+'-/c:p'4I-e.::. (bBI ,cDClear 􀁏􀁰􀁥􀁮􀁬􀁮􀁧􀀷􀀵􀀮􀀳􀁾
􀀠􀀺􀀵􀁃􀀧􀁦􀀬􀁩􀀢􀀯􀁆􀁾..,,"-􀁃􀁬􀁦􀀧􀀼􀀾􀀬􀀮􀀬􀀻􀁾􀀺􀀮􀀠c , 24 
-----2-CAST IRON FRAME & GRATES 18" x30" 6" ': II I II JLJLl.J..""::-:' , -'-, I '\ , , .. , : ! I !\ ./", '... 􀁾􀀧􀀺􀀢􀀧􀀡􀀢􀁩􀀧􀁾􀀢􀀠.. .. -I I I I 6" 4'-0" 6" WT. 4' -0" BASE--6(100#
TOP---1200H 1. CONCRETE: 4500 PSI 2. REINF,; GRADE 50 3. EXTENSION SECTIONS AVAILABLE 4. MAX. PIPE SIZE 35" RC.P. W!ADJACENT WAll 33" R.C.P. 04698 2-GRATE INLET 4'-O"x4'-O" American
Industrial Pre-Cast Products, Inc. p.o. BOX 394 ALVARADO, TEXAS 76009. METRO: 817-477-5286 501 EAST BAXTER SEGUIN, TEXAS 78155 210-401-0555 
VARIES o o o o• • • 􀁑􀁾􀀮􀁾􀀮􀀺􀀺􀀻􀀻􀀺􀀮􀀺􀀺􀀻􀀧􀀮=.;;:::;;.;.t, '1/3-18" x30" CAST IRON FRAME & GRATES /' /' /' KO. PER JOB REQUIREMENT 1. CONCRETE: 4500 PSI 2. REIN F.: GRADE 60
3. FRAME & GRATE SUPPORTED BY I-BEAM WT. 3'-0"--10,509# 4'-0"--12,655# 04698 3-GRATE INLET l'-S"xS'-O" 1.0. American rndustrial Pre-Cast Products, Inc. P.O. BOX 365 ALVARADO, TEXAS 76009.
METRO: 817-477-5286 501 EAST BAXTER SEGUIN. TEXAS 78155 210-401-0555 
#20 Catch Basin (area drain) 
•􀁾􀀮􀀠􀁾􀀠􀁾 CAST IRON FRAME & GRATE VFG 20" x20" 2' & 3' DEPTH AVAILABLE 1--1 I I I I I I WT. 2'--800# 3'--1100# 2-#4 ADDEO TO EACH CORNER /􀁾􀀠1 . CONCRETE: 4500 PSI 2' & 3' OEPTH
2. REINF.: GRADE 60 AllAILASLE 3. MAX. PIPE SIZE 12" 1.0. R.C.P. 4. 4 THIN WALL K.O.'s 􀁾􀀧􀀢􀀠 4" 1'-6" 4" CATCH BASIN NO. 20 American Industrial Pre-Cast Products, Inc. P.O. BOX 365
ALVARADO, TEXAS 76009. METRO: 817-477-5286 501 EAST BAXTER SEGUIN, TEXAS 78155 210-401-0555 04698 
Hanson Concrete: Concrete Batch Mix Design for Cast-in-Place Concrete Storm Drainage Structures 
••• H.nson Concrete South Central, Inc . ••• 8505 freeport Pkwy N. Ste 200···Hanson Irving. T ex.. 75083 U.S.A. Tel: (972) 821.0345 Fax:(972) 821.0280 FORMAL MIX DESIGNFOR READYMIX CONCRETE
􀁉􀀧􀁤􀁬􀁾􀀠liPECIFICS.rIQN§ STRENOTH: 4200 psi SACK CONTENT: 8.50 SLUMP: 5" Max. AIR CONTENT: 3-8"'" W/C RATIO (GALISACKI 4.65 W/C RATIO (LBlLB) 0.41 MAX. TEMPERATURE: 95 CONCRETE MUST
BE SAMPLED PER ASTM C -172TI!ST SPECIMENS MUST BE MADE AND CURI!D PER ASTM C -31. MATERIAL REQUiReMENTS MATERIAL l'STM STANDARQS WEIGHTS CeMENT ASTM c -150 TYPE I -II 611 LBS.CEMENT
FLY ASH ASTM C -618 TYPE LBS. FLY ASH COARSE AGGREGATE COARSE AGGREGATE ASTM C -33 ASTM C -33 #57 1" 1840 LBS. C.A. LBS. C.A. FINE AGGREGATE FINE AGGREGATE ASTM C-33 ASTM C -33 1229
LBS.SAND LBS.SAND LIGHTWEIGHT AGGREGATE ASTMC-330 LBS.LT.WT. MIXTURE ADMIXTURE ADMIXTURE ADMIXTURE ASTM C -494 TYPE ASTM C .494 TYPE ASTM 0·280 AorD 18.3 4 OZ. ADMIX. OZ. ADMIX. OZ.
A.E.A. WATER 252 LSS.WATER :.EASI! SI!NfJ THE TEST RESUL TS FROM THIS PROJECT TO THE QUALITY CONTROL CONTROL fJEPARTMENT. QUalITY CONTROL DEPARTMENT 240 SINGLETON BLVD. DAlLAS, TEXAS
75212 TEL: (214) 651-8020 FA)(: 214 $5101810 
Pioneer Concrete of Texas. Inc. Mix No.: 9375 Contractor: Various Strength: 4500 Job: Vanous Agg. Size: 1" Lab: VariOUS Cement: (111 lb. Fly Ash: Coarse Aggregate: lb. 1846 lb. Coarse
Aggregate: lb. Standard Devlallon: 422 Fine Aggregate: 12imlb. Average Strength: 5293 Flne Aggregate: lb. Admixture: 18.11 oz. ACI 5.3.2.1 ReqUired average strength Admixture: oz. (1)
5062 eel AEA: Water: 4oz. U21b. (2) 48M eel 28 Day 3 Consecutive 􀁾􀀠Temp. §l!.!.!:!!l! I.J.:!i.I£ 7 Dsy 280ay 􀁾􀀡􀀡􀀠Day Average 􀁩􀁜􀀬􀁶􀁥􀁭􀁾􀀠9113100 93 3.5 4910 4820 4680 6000
5340 5706 11122100 55 4 4070 4140 5730 5410 5570 5653 12/8100 65 4 4530 4440 5590 5420 5505 5472 3120/01 80 6 3770 3830 4640 4630 4635 5237 3120101 84 5 3750 3160 4710 4650 4680 4940
3120101 85 6 4350 3510 5360 5130 5245 4853 3122101 66 1 4400 4230 4770 4930 4850 4925 3130101 66 5 4790 4770 5800 6110 5955 5350 6.11101 90 2 4780 4590 5100 5180 5140 5315 8/6101 76
3.5 4420 4470 5260 5330 5295 5463 6.16101 81 3.75 4610 4690 5130 5360 5245 5227 6/11/01 91 4 3790 3750 5270 5270 5210 5240 5260 6/20/01 88 3 3440 3570 4710 4750 4730 5072 6120101 88
3 3470 3620 5220 5120 5170 5047 8116.101 92 5.25 4840 4360 6000 5710 5855 5252 8116101 95 3.5 4040 3980 5170 5270 5220 5415 1112101 75 4.75 4560 4390 5840 6890 5665 5647 l1mOt 77 4 4750
4730 5450 5370 5410 5498 1117101 82 5 3740 4810 4860 4635 5303 1117101 82 5 3660 3810 4630 4690 4660 4902 11/8101 70 3 4470 4370 5950 5270 5610 4900 1214101 81 3.5 4220 4340 4870 4720
4795 5022 1215101 3 4690 4670 5480 5750 5615 5340 12/6101 82 2.5 4760 4630 5830 5790 5810 5407 12115101 60 4.25 4090 4220 4900 4620 4660 5428 12118101 00 4 4760 4220 5700 5840 5770 5480
12118/01 56 5 4390 4390 4990 5180 5085 5238 12118101 66 2.75 4320 4280 6440 5590 5515 5457 12121/01 66 3.5 4490 4430 5720 5290 5505 5368 .' 12126101 56 3.75 5020 5510 6030 5940 5985
5668 
j, . I. I TRENCH SAFETY PLAN OSTEDMED CORPORATION REALTY RD & COMMERCIAL DR ADDISON, TEXAS 
TRENCH SAFETY PLAN UTILITY LINES OSTEDMED CORPORATION IN AND AROUND REALTY RD & COMMERCIAL DR ADDISON, TEXAS FOR OSTEf)MED CORPORATION Note: Soil information indicates that a stiff clay
(Type "8n soil) to weathered and unweathered limestone will be found on the project site. The following applies: H = y.. on gray unweathered limestone. H =3/4 in stiff clay (Type "8"
soil) and weathered limestone. H :;; 1 or greater in Type "cn soil. fLJ 􀁾􀂣􀁴􀀱􀀶􀀰􀀲􀀠--""', OF 􀁾􀁜􀁜􀀢􀀧􀁪􀀨􀁾􀀢􀁩........􀁾􀁉􀁬􀀾􀀺􀀮􀁴􀁤􀁾􀀠 ;,y.,*·"':Y.1"I, ,. ." ". 'J','It:'
.....', 􀀬􀁾􀀡􀀠􀁜􀁾􀁉􀀠,...:.........................:..., 􀁾􀀠RICHARD HALDER 􀁾􀀠􀁾................................., 􀀧􀁉􀁾􀀧􀀢􀀠76134 􀀯􀁾'l_iJlif¢p Trench Safety Plan for: CAlHAR
CONSTRUCTION INC Pg:1 of: 5 Utility lines Osted Med Corporation Addison. Texas Job No: 2003 Date : 30 Apr 2002 Scale : As shown Design: R.H. Richard Halder P.E. Trench Safety Engineering
833 Rachelle Red Oak. Texas 75154 UIOO.!JOO.!J775 
GENERAL NOTES 1. For all excavations of trenches, which will exceed a depth of five feet, the Contractors trench safety procedures shall meet the current standards established by OSHA
on excavations, trenching, and shoring, all of which are incorporated herein by reference. 2. If details shown are not feasible due to unanticipated conditions, the Contractor shall
notify the Trench Safety Engineer for re-evaluation. 3. These drawings assume all excavated areas remain free of water seepage or intrusion. Excavations shall be inspected after every
storm or other hazard-increasing occurrence to assure the continued safety of the trench. The Contractor shall seek guidance from the Trench Safety Engineer where needed. 4. When installing
a support system, shoring will be applied by starting at the top of the trench excavation and working downward. All cross beams, trench jacks, etc., will be placed in a true horizontal
position. Support system removal shall begin at the bottom and proceed upward, performed from outside the trench. 5. Materials used for sheeting, sheet piling, bracing, shoring, etc.,
shall be in good serviceable condition. Timbers used shall be sound and free from large or loose knots and shall be designed and installed so to be effective to the bottom of the excavation.
6. Alternate design for use of steeper slopes of the use of supporting systems, Le., piling, cribbing, shoring, etc., may be submitted by the Contractor for evaluation by the Trench
Safety Engineer. 7. Slopes shown shall be the maximum unless changed by the Trench Safety Engineer due to changing soil conditions. Slopes shown are for a short-term period. If excavations
are open for more than 24 hours, the Trench Safety Engineer shall be contacted for evaluation. 8. Type "A" soil is a cohesive soil with an unconfined compressive strength greater than
3,000 psf. Type "8" soil is a cohesive soil with an unconfined compressive strength greater than 1,000 psf. and less than 3,000 psf. Type ·C· soil is a cohesive soil with an unconfined
compressive strength less than 1,000 psf. that is not flowing or submerged. Trench Safety Plan for: CAlHAR CONSTRUCTION INC Pa:2of: 5 Richard Halder P .1:.Utility lines 􀁾􀁯􀁢􀀠No: ZOO3
Trench Safety EngineeringDate : 30 Apr 2002 833 Rachelle Osted Med Olrporation Scale :Asshown Red Oak., Texas 15154 Addison, Texas Design: R.H. 1-800-900-9n5 
lOImax. Spoil Note: Either benched or sloped is acceptable. 􀁾􀁾􀀧􀀢􀀢􀀢􀀢􀀺􀀭􀀭􀀺􀀭􀀭􀂭.>:-:.:-:'>:.:'>:':·1 :.:-:.:.:.:.:.:.:.:.:.: 􀁾􀀢􀀧􀀡􀂭. . . . , , . . . . . . . . . -. -. .
, . . . . . . . . . . -:.»:-:-:.:-:-:-:-:-:.:-: I : »>:<.:-»»>:->.....􀁾􀀮􀀠...... -.... , ...... .. . . . . , , . . . . . . . -. . -.>:-:-:-:<.:->:-:<-:.:-:.:':.:.: I . . . . ... . .. .. . . . . .. . .... " .............. . . . . . . . . . . . .
. . . . . . . . . . ..................... , -. . . . . . . . . . . . . . . . :::::::::':-::::4' ,:.:.:.:.:.:.:.:." ....... max. <[., .. L_ .. . . . .. . .. .. , ........... ... . . .
. , . ..... . , , .. . . . . . .. . . . ........... . " ' .•.•. ', •. ',','. ....L...__ "'-_-' •• , • , , ••• , •.... , , ','.'.',',', I, 'I As Required I, ,I As Required TYPICAL OPEN
CUT CROSS SECTION N.T.S. Trench Safety Plan for: CALHAR CONSTRUCTION INC Pea: 3of: 5 Utility Lines Osted Med Corporation Addison, Texas 􀁾􀁯􀁢􀀠No: 2003 Date :30 Apr 2002 Scale :As shown
Design: R.H. Richard Halder P .1:. Trench Safety Engineering 833 Rachelle Red Oak. Texas 15154 1.800.900.9115 
Spaced 6' to 0' D.C. in unweathered limestone. Spaced 4' D.C. in stiff clay [Type "8" sDiq and weathered limestone. Spaced 4' D.C., In dlY Type "C" soil sheeted with 314", 14.ply Finland
Birch, or 1-118" COX plywood, or approved equal. I' "'min. 'I ·, ... , .. , ........ . , ......................... , . · , , ... , , , , ..... , .. .., ...... . , ... , ........... ·
...... , ......... . · ' ... , ..... , ..... .·......... , ... , .. . ·.. , .... , , .. , .... .· ........ -...... · · -........ , , , ......... , . ..... , .... .· ... , .... , ,..
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................ . ... , ... , ....... . · " .... , ..... , .... . , ......... , ...... . · .......... , ...... . , . , .......... , ... . ·......... , .. , ... . , ., .......... , ...
. ·, ... ---, ......, , .. ....... · ·. , ,........................... , , .. · ....... , " , · -..... , , , " , , ..... . · ., , ........ -... , . ·... ... , . , ... , · ,..... , ...................
.... , ........, , .. , , . , , ..-. , · , , , 􀁾􀀠· ................ . · .. , .. , .. , ........ · ................. . ·..... , .......... , , ..... , , ......... . · ...... , ....
. ·.. -............. . ·........ , ....... · . , ...... , , .... , . ·........ , ....... . ·.. . . . . . . , , . .. . . . . · .............. -.. 􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀧􀁩􀀻􀀧􀁾􀁾􀁉􀀠....
..... · , .......... , , , .. , , ...... -.L..-__--I ..... , .......... . ,'.','.'.',','.'. I, As Required ,I The aluminum hydraulic shoring listed below are Just three examples of trade
names of 'standard' hydraulic shoring which are acceptable. The examples are with a width maximun of55" • Speed Shore Hydraulic Shores. model No. Y-1-55 or Y-5-55, : or V-3.5-55. or
equal. Shores may be Slacked. GillE Vertical Shores, model No. HVS.1.3455 or HVS-5.3455, or HVS.3.5.3455, or equal. Shores may be stacked. EFFIOENCY PRODUCTION, models No. 1X3455..s
or 5X3455..s, or 3.5X3455..s or e ual. Shores ma be stacked. 6' max. 16'max. Also_liable are Speed Shore 'Heavy Duty' shores, which rails run In the 8', 12', and 16' range. or e Ifsheetlng
is desired, 3/4", 14.ply Finland Birch, or 1_118° CDX plywood ual, is acce table. ALTERNATE HYDRAUUC SHORING CROSS SECTION N.T.S. Trench Safetv Plan for: CAlHAR CONSTRUCTION INC Pa:4of:5
Utility lines Osted lIIed Corporation Addison, Tex811 Job No: 2003 Dille : 30 Apr 2002 Scale :Asshown Design: R.H. Richard Halder P .E. Trench Safety Engineering 833 Rachelle Red Oak.
Texas 15154 1.1100.900.8115 
10'max ....._--11.... , ........ , ... , . , . , .. . I. As Required.1 CROSSSECTION N.T.S. Trench Box/Shield sidewall capacity shall be equal or greater than 350pSf. This capacity is
based on Type "B" soil, or better. If there are any changes in soil conditions, the Trench Safety Engineer shall be contacted for evaluation. ALTERNATE TRENCH BOX CROSS SECTION N.T.S.
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-.... , .. , .. . ·., .. , , ....... --..... , ... .' TrenchSafetyPlan for: CALHARCONSTRUCfIONINC Pg:5of:5 Utility Lines OstedMedCorporation Add lson, Texas JobNo:2003 Date :30 Apr 2002
Scale :Asshown Design:R.H. Richard Halder_P.t;. '!rench Safety Engineering 833Rachelle Red Oak. Texas15154 1.aoo.800.8115