The HNTB Companies To File From J. Nicewander Subject Arapaho Phs 3 -DWU Waterline Meeting Minutes Meeting Location: Topic: DatelTime: Interoffice Correspondence Date March 12,2003 HNTB
Conference Room Dallas, Texas Project Coordination Meeting 3/7/03 9:30 am Attendees: Town of Addison Jim Pierce, Mike Murphy, Steve Chutchian, Luke Jalbert URS/Corgan Cliff Hall, Arthur
Champlin, Charles Armstrong Grantham & Associates Bruce Grantham HNTB Corporation Jerry Holder, Dan Becker, Jenny Nicewander Various options were discussed in the meeting to present
to DWU. Four of the five options that were developed were identified to discuss with DWU. The design team is going to prepare exhibits for options A-D to present to DWU in a future meeting.
The various options are defined in the following section. Option A is the closest to the original design and the most favorable to the Town of Addison. DWU will be presented with that
option first and if rejected we plan on moving on to Option B then Option C and Option D if needed. The following is a list of action items identified for the team to follow up with
and the various options identified.
Memo to File From: 1. Nicewander -3-OPTION A DWU Waterline Meeting 03-07-03 • Cross-section configuration (In DWU easement) • 11' -Lanes • l' -Rails • 4' -Sidewalk • Move alignment to
the South. • Thrust blocks required (same bridge) • Encroach on DWU clear envelope 6"+/-. • Will need to obtain permanent R.O.W. from Charter for thrust block. • Structure is 3.5' away
from MBNA building. • 6"+/-encroachment into the clearance envelope with the sidewalk. • Structure is 10' away from Charter Furniture building. OPTIONB • Cross-section configuration
(In DWU easement) • 11' -Lanes • l' -Rails • 4' -Sidewalk • Move alignment to the South. • Bridge without thrust blocks (tied arch). • Aerial easement will be needed from Charter Furniture.
• Structure is 3.5' away from the MBNA building. • 6"+/-encroachment into the clearance envelope with the sidewalk. • Structure is 10' away from Charter Furniture building. OPTIONC •
Cross-section configuration (In DWU easement) • 11' -Lanes • l' -Rails • 4' -Sidewalk • Move road alignment to the south. • Thrust blocks required (same bridge). • Encroach on DWU clear
envelope 6"+/-. 􀁄􀁄􀁬􀀽􀀽􀁾􀀮 Sidewalk on the ground. • end on each side of Midway. • Pedestrian Crossing at Midway (w/signal). • Structure is 3.5' away from MBNA building. • Structure
is 10' away from Charter Furniture building.
Memo to File From: J. Nicewander -4-OPTION -D DWU Waterline Meeting 03-07-03 • Cross-section configuration (In DWU easement) • 11' -Lanes • l' -Rails • 4' -Sidewalk • Move road alignment
to the south. • Bridge without thrust blocks (tied arch). DOC:::::::::::>. Sidewalk on the ground. • end on each side ofMidway. • Pedestrian Crossing at Midway (wi signal). • Structure
is 3.5' away from MBNA building. • Structure is 10' away from Charter Furniture building. OPTIONE • Cross-section configuration • 11' -Lanes • l' -Rails • 4' -Sidewalk • Move road alignment
to the south. • Different bridge design. DOC:::::::::::>. Sidewalk on the ground. • end on each side of Midway. • Pedestrian Crossing at Midway (wi signal). • Completely out ofDWUEasement?
(to be verified). • Structure is 3.5' away from MBNA building. OPTIONF • Cross-section configuration (In DWU easement) • 11' -Lanes • l' -Rails • 4' -Sidewalk • Move road alignment to
the south (less than the other options) DOC:::::::::::> • Sidewalk on the ground. • end end on each side ofMidway. • Pedestrian Crossing at Midway (wi signal). • New Type of Bridge •
Edge of structure to be against DWU clearance envelope • 9'+1-offofMBNA building.
Memo to File From: 1. Nicewander -2-Action Items DWU Waterline Meeting 03-07-03 .:. Take Option "A" to DWU Have options B, C, D ready if needed. Exhibits needed for options A thru D:
X-Sections: Plan View: Mike Murphy: A-A} With clearance envelope on all sections in red. A-A2 B-B All exhibits to be in color. C-C. Show section locations. Set up meeting with DWU.
February 20, 2003 ( I􀁾 r1 Michael E. Murphy, P.E. Director of Public Works City of Addison P.O. Box 9010 . Addison, Texas 75001-9010 </Re: Arapaho Road Extension and Bridge Construction
-DWU 60 Inch Water Main Dear Mr. Murphy: I have reviewed your letter dated February 18, 2003 and discussed the alternatives with my staff that attended the meeting. After carefully reviewing
these documents, I find these alternatives are not consistent with discussions held at the February 4, 2003 meeting between Dallas City Manager, Teodoro J. Benavides, Assistant City
Manager, Ramon Miguez, P.E. and myself. \ At the meeting, you were requested to incorporate the following items into your design plans: 􀁁􀀲􀁾􀁲􀁟􀀬 . . 1.0\ l .",l, 0.1' • Provide a
􀁨􀁏􀁬􀁤􀀭􀁨􀀮􀁡􀁲􀁭􀁬􀁥􀁾􀁳 agreem.ent 􀁩􀁮􀁤􀁥􀁾􀁮􀁩􀁦􀁹􀁩􀁮􀁾 the City o! Dallas related to any} 􀁴􀁾􀀮 􀁩􀀧􀁾􀁾􀀾􀀧􀀻 damage caused by a failure of the water main dunng construction
and due to the close \1"./proximity of the water main to the bridge and bridge approach ramps. ... /• Complete removal of the sidewalk or any other structure from over the water main.
􀁾 NOIJ.} 􀁾􀀱􀁦􀁬􀁜􀁲􀁽􀀧􀁾 • Provide design documents from a Professional Engineer indicating that the design-was prudent engineering.1􀁾􀁜􀁾􀁜􀀺􀀩 . • Relocation of the retaining
wall in the area of the bridge approach ramp to be further ( 􀁾 away from the water main than the five (5) feet shown on your schematic. J . . My analysis, based on the latest documents
received, indicates you have not fully complied with any of the above items. Your design concept fails to address critical Dallas Water Utilities' concerns related to long-term maintenance
of the water main. As you are aware, the existing water main serves an extensive area of the Town of Addison and the Cities of Carrolton and .Farmers Branch. If the water main experiences
a failure, severe consequences for large areas will occur in each of these cities. Any additional work involved in the repair of the water main or delays dueJo inadequate working space
will only further delay restoration of service.. To further clarify our concerns, your latest proposal does not satisfactory address the following issues: . "_.. . -Our Vision: To be
an efficient provider of superior water and wastewater service and a leader in' thewCJter industry. Dallas Water Utilities Department. 1500 Marilla 4AN Dallas, Texas 75201 Telephone:
(214) 670-3146. Fax: (214) 670-3154
Michael E. Murphy, P.E. Arapaho Road &Bridge (cont) Page 2 • Lateral working space -With only 4 to 5 feet separation between the outside wall of the pipeline and the retainillg wall
in the areas of the bridge approach ramps, there is insufficient working space to excavate and make repairs to the 60-inch pipeline. The size of the equipment required to make repairs
to the 60-inch pipeline is very large. Additionally, the excavation between the retaining wall and the pipeline must be made below the bottom of the existing pipeline to a depth of at
least 14-feet. This, obviously, can not be done with shoring in an area of 􀁬􀁥􀁾􀁳 than 5-feet. Your most recent submittal actually reduces the lateral working space from the previous
designs submitted. • Overhead, working space -Your latest revised plans have not addressed the earlier requests referenced above, and do not permit sufficient access to the existing
water main for maintenance and repair. The equipment required to make repaiis on the existing water main cannot operate with a vertical clearance of 25-feet and a width of 4-5 feet on
one side. This is 􀁦􀁵􀁲􀁴􀁨􀁾􀁲 complic.ID.ed by 􀀡􀁾􀁥 bridge, 􀁡􀁰􀁰􀁾􀁯􀁡􀁣􀁨 rarues 􀁴􀁨􀁡􀁾􀁬􀁬􀁬 obviousI have a hei ht much less than 􀀲􀀵􀀭􀁦􀁾􀁥􀀡 .. Any structure airectly
above the trench . line of the water main will interfere with and e ay emergency repairs to the pipeline. • Pipeline rupture concerns -Your engineering consultants claim to have considered
extra design measures to ensure the structural integrity of the entrance ramps and bridge structure in the event of a catastrophic failure of the pipeline. Your consultants, 􀁨􀁾􀁶􀁥􀁲􀁊􀀮􀀮
have not 􀁧􀁵􀁡􀁲􀁾􀁲􀀺􀀡􀁾􀁅􀁴􀀼􀁌􀁾􀁴􀁩􀁮 􀁴􀁨􀀽􀁾􀁾􀁸􀁴􀁲􀁥􀀩􀁔􀁉􀀬􀁾􀀢􀀬􀁾􀀹􀀵􀀡􀀮􀁾􀁾...of 􀁬􀀲􀁬􀁾􀁬􀁾􀀡􀀡􀀡􀀢􀁾􀁢􀁌􀁾􀁥 have encountered, there would, not be extensive 􀀮􀁦􀁀􀁬􀁝􀀱􀁡􀀮􀀹􀀮􀁾􀀮
􀀡􀁯 the oth.!::r 􀁰􀁲􀁯􀁅􀁾􀁲􀁴􀁙􀀮􀀹􀀱􀁬􀀹 umrties "due to J?resence of these new. structures. We totally understand your cbrfgrjltanf'Sreluctance lC5jrr-O'V'lde"sucn"a"g 􀁵􀁡􀁲􀁡􀁮􀁮􀁦􀁥􀁥􀀮􀀢􀀭􀁾
􀀢􀀢􀀧􀀢 Based on your desire to complete construction of the bridge over Midway Road and maintain the pedestrian walkway, we would like to propose an alternative which will allow you
to immediately proceed with your project and still address our long-term needs related to the maintenance of this critical water transmission line. With the appropriate agreement and
assurances In place, we will agree to allow Addison to proceed with the immediate construction of the bridge and roadway. Addison will need to' provide the additional right-of-way and
fund the necessary construction to relocate the existing water main in the area of the bridge and approach ramps. This relocation would need to be completed in a short period of time.
We would require the project to be constructed in .accordance with Dallas standards and would inspect the project to assure quality control. If you wish to discuss these issues further,
please contact me at (214) 670-3144. 􀀱􀁩􀁾􀁾􀁻􀁬􀁾 Interim Director Dallas Water Utilities c: Teodoro J. Benavides, City Manager Ramon F. Miguez, P.E., Assistant City Manager
NORTH ROW SOUTH ROW 78.95' 30'-0' EASEMENT 26'-0' OWU CLEARANCE ENVELOPE STEEL TUBE ARCH HANGER ROPE 1'-0' SHLDR. • 53'-0' 52'-0' 48-0' 4 LANES II II': 44'-0' • .. 1'-0' SHLDR. 7'-0'
APPROV• GREYSTllNE CENTRE '0'0 LBJ FREE"Y' SUITE 1300 DALLAS. IX 􀁔􀁾􀀲􀀵􀀮 Data REVISION URS CORPORA TI ON OPTION 1 0" NOT FOR CONSTRUCTION. BIDDING. DR PERNIT PURPOSES FOR INTERIM
REVIEW ONLY By .P, Eo " _ ARAPAHO ROAD • PHASB III TOWN OF ADDISON, TEXAS SUFNEYOR BOUlEVARD TO ADDISON RON> URS NO. DATE 20i 15 5 10 o! MIDWAY RD. LIMESTONE LAYER SECTION C-C (AT ARCH)
\0I !fl. 36'-6' 12'-0· (ENVELOPE) (MAX) 14'-0' 6' 0.0. WATER PIPE oINN i.,; i8... "is •"/􀁾" "/.."'" 􀁾"""... "a8 􀁾􀁾".!!. "Ii 􀀺􀀺􀀺􀀺􀀺􀀮􀀮􀀬􀁾 88'" 􀁾 􀁾 􀁾 SCALE: 11 =10'-0' Desq,
,/;:0:;0􀁾 '-..L.C._heck_--JL.-__....L.__.L...-__L-__....L.__...J
600 590 610 RETAINING WALL TO TIE INTO LIMESTONE ROCK 􀁾􀀭 I 48' 6-6 9'X6' 􀁒􀁅􀁉􀁎􀁆􀁾􀁃􀁅􀁄 60X CULVERT FL=598 ± 46+00 RETAINING WALL TO TIE INTO LIMESTONE ROCK 630 2.0' 11' 11' 11'
11' 2.0' 0.9' OUTSIDE INSIDE INSIDE OUTSIDE TYP. LANE LANE LANE LANE 4' 0 0 v V 620 W'IFT PAVEMENT 􀁾 ( 􀁾􀁾􀁴 􀁾􀁾􀀯􀁛􀁓􀁔􀁁􀁔􀁉􀁏􀁎 ''"" VERY STIFF 6ROWN CLAY __􀁗􀁟􀁉􀁔􀁩􀀺􀀡􀀮􀀮􀁌􀁾􀁅􀀡􀁒􀁾
-'AlLWEEHgj!:D..!,.11£..l.T'l:!!: --=-1 0 r-=--GRAY LIMESTON:XIST.60" 7 ---IWATER LINE APPROX FL=596.5 STA 47+00,4.5' STA 49+00. 5.9' STA 51+00. 7.0' -----600 620 590 610 630 SECTION
"A" -"A" DWU EASEMENT NEGOTIATIONS EXHIBIT MARCH 2003
NORTH ROW SOUTH ROW i--..7:..:8::.:,.::..;9S::...' 1 30'-0' EASEMENT 4B'-O' <:> I ''"" 6' 0.0. WATER PIPE DWU CLEARANCE ENVELOPE I 􀁾 PIPE 7'-0'12'-0' (ENVELOPE> 1'-0' I "+ <;> :;r 1'-0'
SHLDR.• DIAPHRAGM 4 LANES Cl II' = 44'-0' • .. 1'-0' SHLDR. .. 54' U-BEAM ITYPI 7' -0' 􀁾 DRILLED SHAFT , 1'-0' I'-0' SURVEYOR BOULEVN?D TO ADDISON ROAD TOWN OF ADDISON, TEXASAPPRQV.
GRE,VSTDt£ CENTRE 3010 lBJ FREEwAY. SUITE 1300 DALLAS. TX 7!t2]. Dote REVISION URS CORPORA TI ON OPTION "D" NOT FOR CONSTRUCTION. BIDDINC. DR PERMIT PURPOSES FOR INTERIM REVIEW ONLY
By .P. E. " _ ARAPAHO ROAD • PHASB III URS NO. DATE Check Degig'l SCALE: 1'=10'-0' SECTION B-B
DIRECTION OF S ". 62 ------. "11---+;'1' rRAILROAD , 􀀼􀁾􀀢􀀢􀁴􀀧􀀢􀀧 ,,§ ':!L: l 􀁾􀀮􀀬􀂣􀁾􀁾􀀺􀀧􀀻􀀲􀁾􀀯􀀭􀀧 􀁾 􀁾􀁾􀁾􀀬􀀮􀁴􀀮􀁬􀀮􀁟􀁌􀁬􀀬􀁟􀁌􀁌􀀬􀁟􀀮􀀬􀁟􀀬􀀮__.._.. _.::..';"--_.}.__􀀮􀁾
..􀀫􀀮􀁟􀁾􀁟..􀁾􀀭􀀭 􀁾􀀬􀀭􀀢 : i..􀀧􀁾􀀭􀁴􀀭􀁻􀀮􀀭􀀮􀁾􀀭􀀬􀀭􀁾􀀭􀁾􀀭 ..--.-, .,. ··i-·-j····;····· MIDWAY ROAD 4""' STA.IO+Oq,oo 􀀨􀁾􀁾􀀢􀀬􀀮􀀢􀀧􀁃􀂧 rJn 1. 􀁾􀁾􀁾􀀬􀀺􀀺􀀺􀀮-􀁾􀁊􀁏􀀭􀀧􀀭􀀭􀁾
􀁾􀁁􀁒􀁁􀁐􀁁􀁈􀁏 ROAD STA.60+31.06 DALLAS AREA RAPID TRANSIT ---..-...--------------􀀭􀀭􀀮􀀭􀀭􀀭􀁾􀀧􀀢􀀬 􀀨􀀩􀀧􀁾􀀮􀀧􀀡􀀢 ,/'/􀁬􀀮􀀭􀀮􀁩􀀮􀀬􀁬􀁾􀀬 􀀺􀀮􀁾􀁾􀀧􀁾􀀮􀁾 C'f-·f.,._-. 􀁾.•-'/.
, I.' ; 61 ," 􀀭􀁾􀀭􀀭􀀭􀀧􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀧􀀭􀀧􀀭􀁾R -.• S s -59 􀁾􀀧􀀧􀀧􀀬􀀺􀁟 .􀁾􀀭􀀮􀁭􀀮􀀬􀀭􀁾􀀬􀀭􀁾􀀭􀀬􀁾􀀮􀀬􀀧􀀭􀀺􀁾􀀯􀀭􀀧􀁾􀀢􀁾􀀢·.􀀬􀁩􀂷􀀬􀀻􀀺􀁾􀁉􀀬􀀮􀁉􀁫􀀮)//I 0 iu----'jr'"",+-1---11'''-;!-,f
tl--. 􀁾 ,;,.·,L,;!]..!•,.'o:'111 􀁾 :..' (_':.? 􀁾􀀧􀀼 􀀻􀁹􀁾􀀧􀀩 !: a: • UJ 0•'aa:: «lC PROPOSED R/W ---------=. Ii 0 0 􀀽􀀽􀀽􀀽􀀽􀀫􀀽􀀽􀀽􀀽􀀽􀀬􀀽􀀽􀁤􀀽􀀽􀀽􀁆􀁾 , ...J • :I: III PLAN
OVERALL BRIDGE LENGTH = 1600'-0· 3 SPANS Q 105'-6· = 316'-6· 174' -0· 105' -6· APPROV, GREYSTIINE CENTRE ·5010 LBJ FREEWAY. SUITE 1_ DALLAS. TX 􀁔􀁾􀀲􀀡􀀮 650 640 630 620 610 600 590
580 REVISION OPTION ID" ARAPAHO ROAD • PHASS III SURVEYOR BOUlEVARD TO ADDISON RON) TOWN OF ADDISON, TEXAS NO. DATE Oote _ SHEET 2 OF 3 URS CORPORATION FOR INTERIM REVIEW ONLY 􀁂􀁹􀁟􀁾
.P.E.· _ ELEVATION 7 0 􀁾 DRILLED SHAFT lTYP> EXISTING GROUND STEEL ARCH ltPIER II ltPIER 6 ' 􀀮􀀦􀀺􀀺􀁾􀁾􀀭 􀁾􀁾􀁃 MATCH LINE 2-MATCH LINE 1-r B /.• , ...􀁾􀀧 ... APPROXIMATE?=s LIMESTONE
. --------------. -LAYER ----, ---------4---􀁾􀀭􀀫􀀭 --------------------------------------.. '--------7-I -----------, , , , , ....:.. r----------. ----'---------.-. :L-e '--/'--􀁾
-, -650 640 630 620 610 600 590 580 !J 21 It L .08!J 􀀮􀁾 􀁾:go􀁾 􀁾J> "o􀁾iL􀁾 !oa....... 􀀡􀁾􀁾 NOT FOR CONSTRUCTION. BIDDING. OR PERNIT g 􀁾􀀺􀀡􀁩 PURPOSES Desq, ,...:. 0:i051'--..C..h.e_ck
_....L.__.....1__..L.-__.....__....L.__J
--------=-=. ci . , 0 0 '...J • :I: -Ill PROPOSED R/W a: • UI 0Ia: • a: -oct 10 .: S1"O:"?Y Co,\CRETE DALLAS AREA RAPID TRANSIT ---------:-:11:::t THRUST BLOCK THRUST BLOCK PLAN OVERALL
BRIDGE LENGTH = 1600'-0" 3 SPANS Q 105'-6" = 316'-6" 174' -0· 105' -6· APPROV. CRETSTIJI€ CENTRE :1010 LBJ FREEWAT, SUITE 1:100 DALLAS. TX T5234 650 640 630 620 610 600 590 580 REVISION
OPTION ·e" ARAPAHO ROAD • PIIASB III SURVEYOR BOUlEVARD TO ADDISON ROAD TOWN OF ADDISON. TEXAS ·UR: S'I ·.··.·:·-.,..·.'·· NO. DATE SHEET 2 OF 3 --llPIER II MATCH LINE 2--Dote URS CORPORATION
FOR INTERIM REVIEW ONLY By .P.E.· _ STEEL ARCH 􀀦􀀭􀀽􀁾􀁾 .". 􀁾 . ". 􀁾􀁾 ELEVATION ---APP.ROXIMATE\.• .' " -􀁔􀁈􀁒􀁾􀁓􀁔􀁾􀀧 '.. _ •.. } 􀁾􀀮􀀧 􀁲􀀭􀁾􀁾􀁾􀁾􀁾􀁔􀀮 􀁴􀁾􀁩􀁦􀁾􀁏􀁎􀁅
. • '. 􀁾􀁔􀁌􀁾􀁾􀁋􀀧 $ c' \\ --------􀀭􀁬􀁁􀁌􀁾 _ -----------'---".7-" I:,' -.-􀁴􀁾􀀭􀀭􀀭􀀭􀀻􀁾􀀬􀁾􀀬􀁾􀁾􀀬􀁾􀀬􀁾􀁾􀀬--I----.---------'-, 􀁾􀀺 w-."-'-I La .. J." ."'--.5'-0' >DRILLED
5HAFT mPl I .i..J' 􀁾 7'-0' lI\ DRILLED SHAFT CTYP) . . EXISTiNG GROUND . 􀁾 llPIER 6 MATCH LINE I -650 640 630 620 610 600 590 580 t􀁾8l; 􀀮􀁾 'D 􀁾•􀁾􀁾􀁾i\. 'D "oo \. o ii 8\. 􀁾􀁾􀁾􀁾􀀢􀀧􀁬
􀁾􀀲􀁯 NOT FOR CONSTRUCTION. BIDDING. OR PERMIT -'\ ..... III PURPOSES 􀀲􀀬􀁓􀁾 0••9' .... .0..0.I1t ...-I.C..h-eck _..L.-__....L._---1__....L.__--1._----l
NORTH ROW 7B.95' SOUTH ROW I, 30'-0' EASEMENT APPRQV. GRE,YSoTONE CENTRE 3010 LBJ FREEWAY. SUITE 1300 DAlLAS. Tx 75234 Dote REVISION URS CORPORATION OPTION 'e" NOT FOR CONSTRUCTION.
BIDDING, OR PERMIT PURPOSES FOR INTERIM REVIEW ONLY By .P.E." _ ARAPAHO ROAD -PHASE III TOWN OF ADDISON. TEXAS SUFNEYOR BOUlEVARD TO ADDISON ROAD URS Check NO. DATE 20i 15 I I SCALE:
1'=10'-0' I I 5 10 I I I I I I I I I I ..:.:", . I•I 1I 􀁾II• 􀁾I I1I,11'-0' ill 1'-0' ,I1 j II1I• I! 1II './• 􀁬􀁾 􀁾·1 􀁾CONCRElE THRUST BlOCK •• AT ARCH SECTION ONLY 1•• I•• I Ijr
1'-0' SHLDR.---,\ I I I I II I I I I /MIDWAY RD. CENTER PIER lTYP) o! (4) 5'-0' 1St DRILLED SHAFT 􀁾I􀁾 (AT EA. THRUST BLOCK) 􀁾I I /L1t.£STONE LAYER I I I I I I I I I I I II .. :: '.
.. : ". :: .. ". " .:' ..,:: . : .. -. ",." .. I I 􀁾􀁾􀀵􀀼􀂷􀁕􀀭􀀢􀀧􀀮 'lYPI 4B'-0' 52'-0' I 4 LANES D II' = 44'-0' I( J 1'-0' SHLDR. STEEL TUBE ARCH SECTION C-C (A T ARCH) I :-;.>
:: ...:: .. :: .....:: '.;: '.:' '.,:: ' ..:'.,:.;.: ' I 􀁾􀀢􀀰􀁾􀁾􀁹􀀯􀂻􀀧􀀯􀂻􀀧􀀯􀀩􀁩􀀯􀀮􀁾􀀨􀀯􀀾􀀰􀀧􀁾􀀢􀀼􀀼􀀻 I 􀁾􀀧􀁙􀀩􀀮􀀮􀀮􀀢􀀷􀀢 􀀧􀁹􀁾 IIIIIIIIII1---11-r-.-I -.--,-I'-'-I---'I---'Ir-r-I'--I'
I-I I I I I I II 􀀺􀁾􀁃􀁏􀁎􀁃􀁒􀁅􀁔􀁅 THRUST I BLOCK AT ARCH I SECTION ONLY III I I I I I : I I I I I :􀁾 (4) 5'-0' 1St DRILLED SHAFT (AT EA. THRUST BLOCK) I I I 11'-6' I I I I I I 􀁾􀀺
HANGER ROPE ----.. r----1'-0' 7'-0' DWU CLEARANCE ENVELOPE I I (MAX) 14'-0' I I :1 I I I I I I I (ENVELOPE) 12'-0' ' ..:. ::. ..:'. . : :..,: .' -" ' ..:: '.:' .:.:. 􀀧􀀺􀁾 . :.,:.:
'. II I Ii III I I I I I I I I I I I I I oINN
NORTH ROW II78.95' SOUTH ROW 30'-0' EASEMENT 48'-0' 1'-0' 1'-0' 1'-0' SHLDR. 4 LANES II II' = 44'-0' 1'-0' SHLDR. '-0' bIN N 6' 0.0. WATER PIPE DWU CLEARANCE ENVELOPE 7'-0'12'-0' (ENVELOPE)
I 􀁾 PIPE ,".:!; b, ::!: • DIAPHRAGM • 54' U-BEAM lTYP) 7'-0' 􀁾 DRILLED SHAFT TOWN OF ADDISON, TEXAS SUFrlEYOR BOUlEVARD TO ADDISON ROAD APPROV. GREYS1M CENTRE 3010 LBJ FREEWAY. SUITE
1300 DALLAS. Tx 75234 Dote REVISION URS CORPORATION OPTION ·e" NOT FOR CONSTRUCTION, BIDDING. OR PERMIT PURPOSES FOR INTERIM REVIEW ONLY By .P. E. " _ ARAPAHO ROAD -PHASB III URS NO.
DATE Check Degiq1 20i 15 SCALE: 1'=10' -0' 5 10 o! SECTION B-B
ROW I. EXISTING 30' WATER LINE EASEMENT 30.0' ·12.0' 78.95' ROW TYP 11' OUTSIDE LANE 11' INSIDE LANE et. ARAPAHO RD II 48' B-B 11' INSIDE LANE 11' OUTSIDE LANE 630 620 610 600 590 CLEARANCE
ENVELOPE FOR DWU EXISTING 60" WATER LINE ''"" STA 47+00,4.5' STA 49+00,5.9' STA 51+00. 7.0' -----VERY STIFF BROWN CLAY WITH LIMESTONE FRAGMENTS 􀀭􀀭􀀺􀀭􀁾􀁗􀀺􀀺􀀻􀀺􀁾􀀧􀀢􀀺􀀺 -􀁾 0 r=---􀁾
GRAY LIMESTON:XIST.60" 􀀷􀁾􀀭􀀭􀂭 WATER LINE APPROX FL=596.5 RETAINING WALL TO TIE INTO LIMESTONE ROCK 9'X6' REINFORCED BOX CULVERT FL=598 ± PAVEMENT RETAINING WALL TO TIE INTO LIMESTONE
ROCK 630 620 610 600 590 MARCH 2003 SECTION "A" -"A" DWU EASEMENT NEGOTIATIONS EXHIBIT 51+00 WALL SECTION SIDEWALK STAT ION 46+00 RET AINING WITHOUT c"'" 􀁾gz1􀁾 :0 􀁾 -", N/m.c 0/􀁾
􀁾􀀮􀁣 U􀁾􀀿 􀁾􀁾􀁾􀁥􀀭􀀺􀀮􀁉􀁎􀁂􀁅􀁒􀁓 PLANNERS -"L..-....1
DIRECTION OF S ATIONING 62 -----. 􀀢􀁉􀀭􀀭􀀭􀁍􀀮􀀮􀁾 rRAILROAD 4'-0· SJDEWi\LK '/;, III􀁴􀀺􀁬􀁩􀀻􀀬􀁥􀁾􀀻 ----􀀬􀁾􀀻􀁾􀀺􀀬􀁾􀁾􀀺􀀺 ----------------c,·.lL ? 1􀀻􀁾􀀻􀀧 􀀨􀁾􀀩 􀀻􀀭􀀭􀀮􀀮􀀮􀀮􀀮􀀮􀁊􀀢􀁩􀀧
􀁾􀀧􀀧􀀡 " I ij I i n10 Cc> ,,------------... --:0 '!II 61 ---.,. i i-::i---ll.. · 􀁾􀁦􀀮􀁃􀀺􀀢􀀭 "i I 􀁾 , I IUfi 􀁾􀀭􀂷􀂷􀂷􀂷􀁟􀂷􀂷􀂷􀂷􀀭􀀺􀀺􀁾􀂷􀀧􀀭􀀭􀁩􀀻􀀱􀀻􀀺􀀽􀁌􀀺􀀭􀁾􀀭􀀮􀁾􀁾􀀧􀁊􀁾􀀮􀀺􀁾􀀺􀀺􀁾
􀁾􀁾􀁾􀁾􀁁􀁾􀀻 􀀺􀀺􀀭􀁡􀁾􀁾􀁾􀀭􀂷􀂷􀁟􀀭 --i STA.60+31.06 MIDWAY ROAD STA.IO+Oq.OO riri) a: • UJ 0Ia: • a: 􀁾􀀼􀁃10 DALLAS AREA RAPID TRANSIT II'l en (0 . -,......-􀀭􀁾􀀺􀀬􀀺􀀺􀁾􀁾􀀭􀁾􀀭􀀭􀀽􀀽􀀭
􀀧􀁾􀀧􀀧􀀧􀁾􀁾􀀮􀁩􀁾􀁊􀁾􀁾􀁾􀁾􀁟􀀺􀀭􀀽 􀁾 􀁾 • :I: 􀁾 􀁾􀁾 STA. 56+27.75 PROPOSED R/W PLAN OVERALL BRIDGE LENGTH.= 1600· -0" 3 SPANS 0 105··6" = 316·-6" 174· -0" 105· -6" APFROV. GREYSTONE
CENTRE 3010 LBJ FREEWAY. SUITE 1300 DALLAS. Ix '5134 650 640 630 620 610 600 590 560 REVISION OPTION "B" ARAPAHO ROAD· PtlASB III TOWN OF ADDISON, TEXAS SUFNEYOR BOULEVARD TO ADDISON
ROAD URS SHEET 2 OF 3 Ct\eclr: NO. DATE NOT FOR CONSTRUCTION. BIDDINC. OR PERMIT PURPOSES URS CORPORATION Oote _ FOR INTERIM REVIEW ONLY By .P.E.· _ ELEVATION 7 0 􀁾 DRILLED SHAFT lTYP)
EXISTING GROUND STEEL ARCH !tPIER II !tPIER 6 􀀮􀀮􀀮􀀮􀀢􀀮􀀻􀀺􀀺􀁾􀁾􀀭 􀁾􀁾􀁃 MATCH LINE 2-MATCH LINE 1-r B A , --􀁁􀁐􀁐􀁒􀁏􀁘􀁉􀁍􀁁􀁔􀁅􀁾 LIMESTONE --------------------, ------LAYER
-----+Or--c-+---------------,.------------------------,.----7----I ----------r-, , , , , -r--------------r-----f----l-a I -􀁾 ..... -. 650 640 630 620 610 600 590 580
NORTH ROW 78.95' SOUTH ROW 30'-0' EASEMENT 6'-0' "-0' SHLDR. • • 48-0' 52'-0' 4 LANES II II' = 44'-0· 1'-0' SHLDR. STEEL TUBE ARCH HANGER ROPE 4'-0' SIDEWALK I' WIDE DIAPHRAGM /5' CIC
DWU CLEARANCE ENVELOPE SURVEYOR BO<JL£VN?D TO ADDISON ROAD APPROV. GR[YSTDtE. CENTRE ,SOlO LBJ FREEWAY. suITe "00 DALLAS. TX 7S234 Dote REVISION URS CORPORATION OPTION "B" NOT FOR CONSTRUCTION.
BIDDING. DR PERMIT PURPOSES FOR INTERIM REVIEW ONLY By .p.e. " _ ARAPAHO ROAD -PHASB III TOWN OF ADDISON, TEXAS URS NO. DATE Check 20I 15 SCALE: "=10'-0' 5 10 o! MIDWAY RD. SECTION C-C
(AT ARCH) (ENVELOPE) 12'-0' 7'-6' 7'-0' bIN N
NORTH ROW 78,'35' SOUTH ROW I 30'-0' EASEMENT 52'-6' 1'-0' I'-0' 1'-0' SHLDR. ... 54' U-BEAM (TYPI 7'-0' lit DRILLED SHAFT • ... 4 LANES CI II' = 44'-0' • 1'-0' SHLDR. DIAPHRAGM 1'-0"
6' 4'-0' (ENVELOPE) 11'-6' 12'-0' 2'3'-8" 7'-0' I It. PIPE DWU CLEARANCE ENVELOPE 6' 0.0, WATER PIPE bINN VARIES 34'-0' (+/-) (14' MAX) (MINI SURVEYOR BOUlEVARD TO ADDISON ROAD TOWN
OF ADDISON, TEXASAPPRQV. tREYS-TONE CENTRE "'010 LBJ FRUWAY, SUITE 1300 DALLAS. u: 7523411 Dote REVISION URS CORPORATION OPTION "B" NOT FOR CONSTRUCTION. BIDDING. OR PERMIT PURPOSES
FOR INTERIM REVIEW ONLY 􀁂􀁾 .P. E. " _ ARAPAHO ROAD -PIIASB III URS NO. DATE Desig1 Check 20i 15 SCALE: 1':10'·0' 5 10 o! SECTION B-B
BLOCK ......􀁟􀁾􀀭􀀽􀀽􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀮􀀬 ! )1---,... -',',,"'.􀀬􀁦􀁟􀀬􀁟􀀼􀀬􀁟􀁾􀀧􀁟􀁾􀀮􀂷􀁾􀀧􀁾􀀭􀀭􀀮􀀭􀀬􀀢􀀭􀁾􀀮􀁯􀀭..:--..,-.--,"..-->,j<.,r,..􀀡􀀬􀁾􀁾􀀯􀁾􀀩 􀀭􀁾􀀧􀀭 "Tr--􀀮􀀡􀀮􀁟􀁾
-'-'-iARAPAHO ROAD STA.60+31.06 MIDWAY ROAD STAo 10+OQ.00 􀁾 I THRUST 􀁾􀀮􀁾􀀻 -r RAILROAD DALLAS AREA RAPID TRANSIT . D: • w olD: o D: -<CD 56 lo __􀀭􀀡􀁉􀁉􀀭􀀧􀁮􀁾􀀭􀁟................,.·
-"'---iii! 􀀬􀁾 ---􀀺􀁣􀁾􀀭􀀭􀀬􀀺􀀺􀀬􀁾􀁾􀀺􀀭􀁾􀀻􀀢􀀻􀁾􀁾􀁾􀁾􀁌􀁾􀁊􀁾􀀧􀀭􀀧􀀺---= 􀁾 􀁾 o :I: fk -1/1 STAo 56+270 75 PROPOSED R/W Ci C , cO .... -..... PLAN OVERALL BRIDGE LENGTH = 16000
-0" 3 SPANS Q 1050 -6" = 3160 -6" 1740 -0· 1050 -6· APPROV. llRfYSTM CENTRE '0'0 LBJ FREEWAV, SUITE 􀀬􀁾 DALLAS. TX 􀀷􀁾􀀱􀀢􀀢 650 640 630 620 610 600 590 580 REVISION ARAPAHO ROAD·
PHASB III SUFNEYOR BOUlEVARD TO ADDISON ROAD TOWN OF ADDISON, TEXAS URS NO. DATE SHEET 2 OF 3 --!tPIER II MA TCH LINE 2-Oate _ URS CORPORATION FOR INTERIM REVIEW ONLY By .P.E•• _ IIII
􀁌􀀮􀀮􀁻􀀻􀁾􀁾 • • AVTHRUST BLOCK -------/'l _ ELEVATION 􀁾􀁐􀁉􀁅􀁒 6 MATCH LINE 1-APPROXIMATE APPROXIMATE \ 􀁾􀁾􀁾􀁧􀁾􀁔􀁾 􀁾􀁜 ' LIMESTONE CTYP) '/11\\ .----,--------------LA-YE-R-------------7--I
􀀭􀀭􀀭􀀭􀀭􀁩􀁾􀀭􀁾􀀬􀂧􀁾􀂧􀁪􀀬􀁾􀁾􀁾􀀬􀀭􀀭 c--------􀀭􀁾􀁾􀁾􀁾􀁾􀁾􀁾 --l --􀁾 􀁾 /L.. ""---5'-0-III DRILLED SHAFT <TYP) 7'-0· III DRILLED SHAFT (TYP) EXISTING GROUND 650 640 630 620
610 600 590 580 tcI III It I; §􀁾•􀁾􀁾D 􀁾 .. JLD ., DD LD{; ;􀁾U􀁾 o Ii 8Sl 􀁾􀁾􀁾 NOT FOR 􀁃􀁏􀁎􀁓􀀱􀁒􀁕􀁃􀁾􀁾􀁾􀁾􀁏􀁓􀁾􀁾􀁄􀁄􀁉􀁎􀁇􀀮 DR 􀁐􀁅􀁒􀁾􀁉􀁔 􀁾􀁾􀂧 De991 .... OCL..-.....;..
--'-C_he_ek_....L__....L_----'__...L...__--'-_---I
NORTH ROWII78.95' SOUTH ROW 30' -0' EASEMENT SURVEYOR EJ(JJLEV/oRD TO ADDISON RON) N'PROV. CREYSTONE CENTRE ]010 LBJ FREEWAY. SUiTE '300 IlALUS. TX 􀀷􀁾􀁝􀀮 Dais _ REVISION URS CORPORATION
NOT FOR CONSTRUCTION. BIDDING, DR PERt.l1T PURPOSES FOR INTERIM REVIEW ONLY By .P.E. " _ AIlAPA" IIOAD • PIIAIB III TOWN OF ADDISON. TEXAS URS NO. DATE Check Oesigl CONCRE7E THRUST BLOCK
AT ARCH SECTION ONLY SCAl EI 1"=10'-0' o 5 10 15 20 􀀡􀁾􀁾􀁚􀁾􀁾􀁾􀁾􀁚􀁾􀁾􀁩 MIDWAY RD. L1t.£STONE LAYER CENTER PIER lTYP) (4) 5'-0' 􀁾 DRILLED SHAFT fAT EA. THRUST BLOCK) 48'-0' 52'-0'
4 LANES 0 II' = 44'-0' • • SECTION C-C (AT ARCH) (4) 5'-0' 􀁾 DRILLED SHAFT (AT EA. THRUST BLOCK) ,.:';. CONCRETE THRUST .., BLOCK AT ARCH 􀁾 SECTION ONLY -HANGER 􀁒􀁏􀁐􀁅􀀭􀀭􀀭􀁾􀀢􀀬􀁉􀁉􀀧􀀬􀀬􀀺
12'-0· (ENVELOPE) SIDEWALK 􀁾7'-6' I' WIDE DIAPHRAGM IS' CIC DWU CLEARANCE ENVELOPE ?NN cq 􀁾 ibl: 􀁾:::> •c.-􀁾u.-l!l c􀁾􀁾0II: 􀁾C 11. CII: C.-􀁾uIIj 0II: 11. <:: 􀁾 0􀁾 ... '" 2 􀁾
o..--n Jc
78.95' NORTH ROWII I 30'-0' EASEMENT 6' 􀁉􀀧􀀭􀁏􀀢􀁾 4'-0' 􀁾􀁉􀀧􀀭􀁏􀀢 SHLDR, 52'-6" 4 LANES Cl II' = 44'-0' SOUTH ROW IIIII•I I 1'-0" ,I 1'-0" I 􀁓􀁈􀁌􀁄􀁒􀀬􀁾 '-0· 􀁾􀁉 • • , DWU
CLEARANCE ENVELOPE --, r 􀀮􀁾 1, r 􀁾 .. , J J '"" ."-fl'-m-, "... • • 1l 􀁾: DIAPHRAGM "'-.." U-BEA. "<P' 􀁾 IIII 9 I 􀁾 II III 11'-6' (ENVELOPE) 12'-0' 7'-0' I bINN . I It PIPE FOR
INTERIM REVIEW ONLY By .P. E. " _ URS CORPORA T I ON SECTION B-B Date NOT FOR CONSTRUCTION. BIOOING, DR PERMIT PURPOSES NO. DATE REVISION APPROV. URS CREYSTlIf£ CENTRE 3010 LBJ I=A[[WAY.
SUITE 1300 DalLAS, TX 7!12]4 ARAPAHO IlOAD • PIIAIB III SURVEYOR BO/JLEVARD TO MOlSON RON) DATE SCALE PROJECT NO. SHEET NO. 􀁾 c ... CII: C/􀁾Ul!j 􀁾 0 5 10 15 20 6gl 􀀡􀁩􀁩􀁩􀁩􀁩􀁩􀁩􀁩􀁩􀁩􀁩􀁩􀁩􀁚􀁾
􀁾􀁩􀁩􀁩􀁩􀁩􀁩􀁩􀁩􀁩􀁩􀁩􀁩􀁩􀁾􀁾􀁾􀀱 TOWN 0FADDI 50N • TEXA5 􀁾􀁾􀁾 SCALE. 1'=10'-0' I 􀁾􀁾􀁾 Oasigl 􀁄􀁲􀁑􀁾 /00..... LC:;::he:::":""_..J.I.c..h::::.;;:,.__􀁌􀀮􀀮􀀮􀁉􀁟􀀮􀁊􀁉􀀮􀀮􀀮􀀬􀀻􀀢􀀬􀀢􀁾􀁟􀀧􀀺
􀀮􀀰􀂷􀁟􀁌􀀮􀀮􀀮_􀁉 _.LI__.J
ROW I. EXISTING 30' WATER LINE EASEMENT 30.0' 2.0' 78.95' ROW TYP 11' OUTSIDE LANE 11' INSIDE LANE <k. ARAPAHO RD II 48' B-B 11' INSIDE LANE 11' OUTSIDE LANE 600 590 610 630 620 RETAINING
WALL TO TIE INTO LIMESTONE ROCK I /""!"'I'"''􀁾 """",, GR"'''' \ .----_ 􀀧􀁌􀁾 􀁾􀀭±--=-=-􀁾 =-= -􀁾 9'X6' REINFORCED BOX CULVERT FL=598 ± RETAINING WALL RETAINING WALL TO TIE INTO LIMESTONE
ROCK 4' LCLEARANCE ENVELOPE FOR DWU EXISTING 60" WATER LINE -----STA 47+00,4.5' STA 49+00.5.9' STA 51+00. 7.0' NN VERY STIFF BROWN CLAY WITH LIMESTONE FRAGMENTS 􀀭􀀭􀀭􀀽􀀺􀀭􀁾􀁗􀀺􀀺􀁄􀁾􀀧􀀺􀀺
-􀁾 0 r-=---􀁾 GRAY LIMESTON:XIST.60" 7 --WATER LINE APPROX FL=596.5 590 610 600 620 630 MARCH 2003 SECTION "A" -"A" DWU EASEMENT NEGOTIATIONS EXHIBIT STATION 46+00 51+00 RETAINING WALL
SECTION WITH SIDEWALK ".z􀁾§!i" 􀁾􀁾 􀁾􀁾 􀁾􀁩􀀺 00. 􀁾􀁾 􀁾􀀿 􀁾􀁾􀁾􀁾􀁉􀁎􀁅􀁂􀁕􀁐􀁌􀁁􀁎􀁎􀁅􀁒􀁓 -0 1....----1
Received: 3/13/03 6:30AM; 03/13/2003 09:32 FAX -> Town of Addison; Page 2 141 002 '--/􀁜􀁾 <J URSi J! 􀀬􀁾 I . ' , . : I ;.." , • , I I \, :: If.....􀁾II , I ' ,--i. I , I' .: "-{' '
..._: ' 􀁾􀀭􀁬 i . ! .1 J ,! Project No, _ Computed by _ Checked by _ 􀀮􀀡􀀬􀀺􀁜􀀺􀁾􀁾􀁽 i. i i Page __ of Sheet__ of Date Date Reference 'X)I" I i 1mCi-I 􀁾(tt 􀁾 )!i\ 􀀬􀁾 'C 􀀡􀁾
g, r' " "􀁾 c-C -(j) "c_
Received: 3/13/03 8:30AM; 03/13/2003 09:33 FAX -> Town of Addison; Page 3 l4I003 􀁾"';i. -'0" ',:,------/'.--/URS Job _ Description _ ---,-r",'.: I ,>,' :, I '--...,IIIt , . ,ti--1 \(j
,I t, I li:_ 􀁾􀀭􀀬IIII ,􀀬􀀭􀁾 -I I '.• I I, , v'-'--,---Project No. _ Computed by _ Checked by _ '" Page __ of Sheet of Date Date Reference 􀁾􀀻 jQ' ..-: 6-' z. sr\;' ", 0..\: '--I
DIRECTION OF S ATIONING " 62 􀀭􀀭􀀭􀀢􀀧􀁉􀁾􀀭􀀭􀀶􀁌 " THRUST BLOCK 􀁾 ,," :: 􀀮􀁾􀀢􀀮 􀀭􀁾􀀮􀁾􀀮􀁣􀀡􀀧 DALLAS AREA RAPID TRANSIT 􀁭􀁟􀁲􀀮􀀮􀁾􀀮􀀺 ,? 􀁓􀁔􀁯􀀮􀁾􀁙 CONCRETE a:: • w 0•'a:a:::
􀁾􀂫lD a:: UJ " 0: 􀁾􀁡􀀺􀀺«lD ." "" 0"'" I 􀁐􀁒􀁏􀁐􀁾􀁓􀁅􀁄􀁟􀁒􀁾􀁗 -._':-,.;-W 􀀭􀀭􀀺􀁟􀁾􀁟􀀭 􀁟􀁾􀀭􀀺 􀀭􀀭􀀭􀁾􀁣􀀭􀀭􀀭􀁾􀀬􀀽􀀭􀁾􀀺􀁯 􀁾 ___________ , ...J • :l: 􀁾􀁖􀁬 􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀁆􀁾􀀽􀀽􀀽􀁴
􀀽􀀽􀁴􀀽􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀻􀀻􀀻􀀻􀀻􀀽􀀽􀀽􀀽􀀽􀁩􀁉􀀽􀀽􀁩􀀽􀁆􀀽􀀽􀀽􀀽􀁴􀀽􀀽􀀺􀀻􀀻􀀻􀀺􀀻􀁾􀁾􀀽􀀽􀀯􀀽􀀽􀀽􀀽􀀽􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀁾􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀽􀀭􀀻􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀽􀀺􀀽􀀺􀀽􀀮􀀺􀀢�
�􀁩􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀁬􀀻􀀻􀁾 /" ..... • ------.----, I' ./" j -.1 --='-11'1'15 􀀭􀀭􀀮􀁟􀀭􀁾􀀧􀀮 --59 o....l" 􀁾 GO' /f . 􀀭􀀭􀀽􀀺􀀭􀁉􀁾􀁾􀀭􀀭􀀵􀀫􀀶􀁾􀁾􀀭􀀭􀁔􀀺􀁟􀁮􀁟􀁾􀁴􀁟􀀧 lJJ r':...-__
---N􀁟􀀭􀀽􀀽􀁾􀁢􀀻􀀽􀀺􀀭􀀭􀁟􀁾􀁟􀀵􀀭􀁴􀀱􀀸􀁟􀁟􀁟 •.•-,. 􀀭􀀺􀀺􀁾􀀺􀀭􀀭􀀽􀀺􀀺􀀺􀀢􀁾􀁾􀁩􀁴􀀺􀁩􀀩􀀯􀀧 ----di il 􀁾 c: 􀁩􀁾 􀀮􀁾 :; 􀁾 "," 􀁾􀀮 . s PLAN OVERALL BRIDGE LENGTH = 1600°-0-3
SPANS G 105'-6-= 316'-6-174' -0· 105' -6· APPROV, liRE"sTIIE CENTRE 3010 LBJ FREEWAY, SUITE 1300 DALLAS. TX 752:54 650 640 630 620 610 600 590 580 REVISION A.RAPA.HO ROAD • PH.uB III
ORIGINAL ARCH DESIGN WITH SIDEWALK -TOWN OF ADDISON, TEXAS SUFYEYOR BOULEVARD TO ADD/SON ROID URS NO. DATE ---􀁾􀁐􀁉􀁅􀁒 II MATCH LINE 2-FOR INTERIM REVIEW ONLY IIII 􀁌􀀮􀀺􀁃􀁾􀁾􀁾􀀮􂀢
THRUST I BLOCK --1/􀁛􀀬􀀮􀁬􀁬􀁰􀁉􀁾􀁉􀀢􀀢􀀢􀀢􀁐􀀧􀁾􀁾 -------"'----5'-0· l!l DRILLED SHAFT CTYPI I -'II L. -ELEVATION " 􀁾􀀺􀁊􀁾􀁾􀁾􀁾􀁴􀁔􀁅􀁜􀀢 . LAYER ,.----'--------------------􀁉􀀭􀁾􀀬􀁾􀀬􀁾􀀬􀁾�
�􀀬􀁾􀀭􀀭 􀁾􀁾􀀭􀀬􀀬􀀭􀀭􀀭􀀭􀀭 7 -0· lsi DRILLED SHAFT CTYP) 􀁾􀁐􀁉􀁅􀁒 6 MATCH LINE I -650 640 630 620 610 600 590 580 Ii. 􀁾􀁾 􀁾.8. ·L.. ;1 ;0' "􀁾 ..􀁾􀁾􀀮 lli i􀁾􀁾 c":!? By • P.E.
" _ 􀁾 URS CORPORATION 􀁾 ... if Dot.-----􀁾􀀸􀁎 NOT FOR CONSTRUCTION. BIDDING. OR PERUIT fI') 􀁾 I::! PURPOSES 􀁾􀁾􀀡 Oe891 "OOL.-.LC::h.:e::c::..k_...L::::::::---l.__L----::--1.__---J__...J
NORTH ROW I 18.95' SOUTH ROW 30'-0' EASEMENT SIDEWALK DWU CLEARANCE ENVELOPE I' WIDE DIAPHRAGM IS'CIC 1'-0' lENVELOPE) 1'-6'12'-0' (ENVELOPE) ..... (4) S'-O" III DRILLED SHAFT lAT EA.
THRUST BLOCK) 52'-0" 48'-0' 4 LANES 0 II': 44'-0' • (4) 5'-0' III DRILLED SHAFT lAT EA. THRUST BLOCK) CONCRETE THRUST BLOCK AT ARCH SECTION ONLY FOR INTERIM REVIEW ONLY By .P. E. 0 _
URS CORPORATION Dote NOT FOR CONSTRUCTION. BIDDING, DR PERMIT PURPOSES NO. DATE REVISION APPROV, URS GR£YSTIJ£ CENTRE 30'0 LBJ FREE.... SUITE '300 BALLAS. TX 􀀷􀁾􀀳􀀧 AIlAPAIID ROAD
• PIIAIB III ORIGINAL ARCH DESIGN WITH SIDEWALK TOWN OF ADDISON, TEXAS SURVEYOR BOULEVARD TO ADDISON RON) 20i 5 10 IS 􀁾c􀁾 §SECTION C-C I (AT ARCH) 0 􀁾􀁾􀁬 I 􀀡􀁾􀁾 SCALE, 1':10'-0'
􀁾􀁾􀁾 Design 􀀺􀀺􀀺􀀺􀀸􀁾􀁌 L:C;;;:he;:e.:.........1.=:::...._L..._..L._.;....L...__.L..._--'
NORTH ROW SOUTH ROW 78.95' 30'-0' EASElAENT 52'-6' 1'-0' 6' 1'-0' 4'-0' 1'-0' SHLDR. 4 LANES c II' = 44'-0' 1'-0' SHLDR. '-0' ... ... • • (ENVELOPE) 7'-0' DWU CLEARANCE ENVELOPE DIAPHRAClA
54' U-BEAlA lTYP) 12'-0'11'-6' (ENVELOPE) oI i!? oI N'" 6' O,D, WATER PIPE I 􀁾 PIPE 34'-0' (+/-) (lAIN) 7'-0' 􀁾 DRILLED SHAFT SURVEYOR BOULEVARD TO ADDISON RON) APPROV. QREYSTIINE CENTRE ]0'0 LBJ FREE....
SUITE '300 DAlLAS. TX 7!12]4 REVISION URS CORPORATION DOf9 _ NOT FOR CONSTRUCTION. BIDDING, OR PE.R"IT PURPOSES FOR INTERIM REVIEW ONLY By .P.... _ AIlAPAIID IIlOAD • PIIAIB III ORIGINAL
ARCH DESIGN WITH SIDEWALK TOWN OF ADDISON. TEXAS URS NO. DATE Cheek Dcsig1 o 5 10 15 20 􀀡􀁩􀁩􀁩􀁩􀁩􀁩􀁩􀁩􀁩􀁩􀁩􀁩􀁩􀁚􀁾􀁾􀁩􀁩􀁩􀁩􀁩􀁩􀁩􀁩􀁩􀁩􀁩􀁩􀁩􀁩􀁩􀁩􀁩􀁩􀁚􀀡􀀡􀁾􀁾􀁩 SCALE, 1'=10'-0'
SECTION B-B
lul SLJ 600 590 620 630 610 RETAINING WALL TO TIE INTO LIMESTONE ROCK 11' OUTSIDE LANE <t. ARAP.AJ-lO RD II 48'B-B 11' I 11' INSIDE INSIDE LANE LANE 0 11 9'X6' REINFORCED BOX CULVERT
FL=598 ± 78.95' ROW TYP 11' OUTSIDE LANE RETAINING WALL TO TIE INTO LIMESTONE ROCK 2.0' 30.0' CLEARANCE ENVELOPE FOR DWU EXISTING 60" WATER LINE EXISTING 30' WATER LINE EASEMENT I. ROW
STA 47+00.4.5' STA 49+00, 5.9' STA 51+00, 7.0' ''"" VERY STIFF BROWN CLAY __􀁗􀁟􀁉􀁔􀀧􀀺􀀡􀀮􀀮􀁌􀁾􀁅􀀡􀁒􀁾 ---_I _T'!!..""E"'l!.ED..b)"'-'.Tl!!;: -􀁾 0 r-=------j GRAY L1MESTON:XIST.60"
7 ---"1..LH.-WATER LINE APPROX FL=596.5 -----610 600 590 630 620 MARCH 2003 SECTION "A" -"A" DWU EASEMENT NEGOTIATIONS EXHIBIT STATION 46+00 51+00 RETAINING WALL SECTION WITH SIDEWALK
􀁾00 o􀁾 􀁾.i!! .Q 􀁾􀁾 ",.c -/.., ..,.c 00. 􀁾􀁾 􀀼􀀢􀀧􀁾 􀁾􀀿 􀁾􀁾􀁾􀁥􀀭􀀺􀀺􀁉􀁎􀁅􀁂􀁒􀁓􀁐􀁌􀁁􀁎􀁎􀁅􀁬􀁜􀁓 -0 1....----J
I. EXISTING '" ARA..,AuO RD 30' WATER LINE '" I"\r"" EASEMENT I RoW--------I: 1􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁟􀁟􀁟􀀺􀀺􀀭􀀺􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁬􀁲􀀭􀀭􀀭􀀭􀀭􀁊􀀷􀁾􀀸􀀮􀀬􀂧􀀮􀀹􀁾􀀵􀀮􀀧􀀮􀀮􀀡􀀧􀁒􀁾􀀰􀁾􀁗􀁌􀀮􀀺􀀡􀁔
􀀱􀁙􀀮􀁅􀁐 _+1-----------------1 48' B-B I--ROW 590 610 600 RETAINING WALL TO TIE INTO LIMESTONE ROCK 􀁾􀀭 I /FlLLIMATERI....􀁾 EXISTING IGROUND\ _􀁾.........---􀁾􀀭􀀮􀁌􀀭􀀭􀀭􀀭 '-_____
------I-i 9'X6' REINFORCED BOX CULVERT RETAINING WALL FL=598 ± TO TIE INTO LIMESTONE ROCK 630 2.0' 11' 11' 11' 11' 2.0' OOTSIDE INSIDE INSIDE 0.9' LANE OOTSIDE TYP. LANE LANE LANE 0
0 if if 620 PAVEMENT 􀀭􀁾 ''"" VERY STIFF BROWN CLAY __􀁗􀁟􀁉􀁔􀁉􀀺􀀡􀀮􀁌􀁾􀁅􀀡􀀮􀁒􀁾 􀁟􀁔􀁁􀀡􀀺􀀺􀁌􀁗􀁬􀁬􀁩􀁈􀁾􀁅􀁄􀀮􀀮􀀡􀀺􀀮􀁉􀁍􀁾􀁔􀁏􀀡􀀺􀀺􀀡􀀮-􀁾 0 I _ __.....:::GRAY LIMESTO-:::.;N:=,E__
--i 􀁾 -EXIST. 60" 7 WATER LINE fl.PPROX FL=596.5 STA 47+00,4.5' STA 49+00, 5.9' STA 51+00, 7.0' -----590 630 610 600 620 STATION 46+00 SECTION IIAII -IIAII DWU EASEMENT NEGOTIATIONS
EXHIBIT MARCH 2003
PUBLIC WORKS DEPARTMENT February 18, 2003 Dallas Water Utilities Dallas City Hall 1500 Marilla Street, Room 4A North Robert Johnson PE, Director of Dallas Water Utilities (972) 450-2871
FAX (972) 450-2837 . 16801 Westgrove Re: Arapaho Road Extension -Addison, DWU 60-inch Water main. Dear Mr. Johnson: As a result of a meeting on February 4, 2003 with those in attendance
being Ted Benavidesffiallas City Manager, Ramon MiguezlDallas Assistant City Manager, Robert Johnson/Interim Director DWU, Randy StalnakerlWholesale Services Manager, Ron Whitehead/Addison
City Manager and Mike Murphy/Addison Director of Public Works, the Town of Addison has prepared the following documents and responses that were requested: ./Signed and Sealed letters
from HNTB and URS describing their efforts with respect to the 60-inch water main. ./Documentation of our survey regarding location and alignment of the 60inch main line and location
of thrust blocking. (In field locations, engineered plans, as-built drawings) ./Hold Harmless agreements (wording to be prepared by City of Dallas and Town of Addison Attorneys). ./Proposed
compromise regarding bridge height clearance and removable sidewalk sections. Conversations with DWU Assistant Director for,Water Distribution (Rick Galceron ...; January 30th 2003)
indicated a required 25foot overhead clearance was all that was needed for maintenance and repair of a 60-inch water main. Therefore, the Town of Addison is proposing to raise the bridge
deck to twenty-five feet over the Midway crossing with easily removable sidewalk planks. Also, because of safety concerns of stranded vehicles on roadway we feel that it is imperative
to maintain a pedestrian walkway on the bridge deck. ./Since one of the concerns of a water main failure is "disposal" of the resulting water, our engineers will design special inlets
that will drain this water into the new drainage box culvert that will be provided as part of this project. Therefore, plan revisions will be made indicating the inclusion of
drainage inlets along elevated roadway sections to minimize flooding in case of line leak or break• ./To address the corrosion issue, Public Works staff has contacted Mr. Sam Arnaout,
Director of engineering, Hanson Concrete Products Company and Earl Kirkpatrick, President of Elk Engineering (a corrosion engineering . firm) about the subject ofthe new roadway affecting
corrosion ofthe 60:-inch pipeline. Both gentlemen were of the opinion that the new roadway would have no affect on corrosion of the SCRC pipeline. Sincerely, 􀀴􀁌􀁾􀀮􀁾 Michael E. Murphy,
PE Director of Public Works/Addison
􀁾ARCHITECTS ENGINEERS PLANNERS 􀀧􀁪􀁾􀁊􀀨􀀩 u: Plauo Parkway Suill..·.!()() PltmO.7i.'.W1S February 12,2003 7;Ol)3 (';-2) 66/-.5626 HX (';-2) 661-561-1 U'ICll:lJnI1J.CfJlU Mr. Mike
Murphy, P.E. Public Works Director, Town of Addison 16801 Westgrove Drive P.O. Box 9010 Addison, TX 75001-9010 Dear Mr. Murphy: This correspondence is in response to your request during
a meeting in your conference room on February 5, 2003. The purpose of this letter is to discuss the steps HNTB plans to implement during our design of the retaining walls adjacent to
Dallas Water Utilities' 60" water main along the north side of Arapaho Road, on both the east and west sides of Midway Road. For reference, the walls are located at the following approximate
station locations along the Arapaho Road, PhasemExtension centerline: West Side of Midway Road: Station 46+00 to Station 51+00 East Side of Midway Road: Station 67+00 to Station 71+00
The preliminary plans for the Phase mextension of Arapaho Road anticipated the use of Mechanically Stabilized Earth (MSE) retaining walls on the approaches to the Midway Road Overpass.
MSE walls are typically founded on a small footing with stability provided by anchors embedded in the retained embankment. Due to the proximity of the 60" water line located approximately
8 feet from the wall, the Dallas Water Utilities Department (DWU) has expressed concern that a water line rupture would cause erosion that might undermine the wall footing and result
in wall failure. To address these concerns, a revised wall design is proposed that should protect the wall and roadway from damaging erosion. The revised design would be founded on drilled
shafts supporting a curtain wall that would extend to a depth below the flow line of the water line and would extend into rock. We currently anticipate that a 9' by 6' box drainage culvert
will be cast integrally with the curtain wall and together form the footing of a cast-in place retaining wall. A rupture of the water line causing a localized erosion of soil would expose
the face of the curtain wall but should not result in a failure of the wall or roadway. The revised wall will be designed with the standard of care that should protect the roadway from
damage based on our judgment of the erosion that could result froma water line rupture. We cannot and will not guarantee that in the extreme case of water line rupture, some damage to
the wall and roadway could . occur. Sincerely, HNTB Corporation 􀁾􀁾􀁾􀁾􀀮 􀁾􀁾􀁾 􀁾 ..-,􀁾*􀀪 . ...*'1. 􀁡􀁾 􀁾􀀮􀀮􀀮 . . 􀁾 􀁾􀁾􀀮 􀀻􀁾􀀮 􀀮􀀺􀀮􀁾􀀹􀀮􀁾􀀡􀀿􀁆􀀻􀀮􀁾 􀁾􀁾􀀺􀁊 l,ji..
87171 􀀮􀀧􀁾 ••􀁯􀁾􀂷􀁾􀀡􀁃􀁅􀁎􀁓􀁾􀁾􀂷􀂷􀁾􀁾 􀂷􀀧􀁦􀀮􀁲􀀸􀁩􀁯􀂷􀂷􀂷􀂷􀂷􀂷􀂷􀂷􀁾􀁾􀁇􀁊􀀧 􀁜􀁜􀀬􀁾􀁾􀁾􀀧􀀽􀀢􀁾􀁾􀁟.. 􀀻􀁜􀁜􀀧􀁜􀀱􀀱􀀡􀁾􀀺􀁜􀀮 \"\. :\:'\'\\;")1.1 .... \11); .\'1'1.\\:1".\.
G.-\.: :\\ ....1"[:'\. T\.: IlsrlJ\: i'lH"t;E. 1\ BO...T()'\ \1\ UI\l{lf-..T(),\ ...c UI\HI'''10'\ \'\\ CHll 􀁜􀁣􀁡􀁔􀀺􀁃􀀱􀁬􀀺􀀺􀁾􀀨􀀩􀂷􀀱􀀡􀀾 ,ii. 1)\:,:\". T\.. l);--,\\Ht co: 11lTI,OIT,
.\1I; 􀁲􀁬􀀮􀀢􀁉􀀧􀁾􀀮 \\'. FT. 􀁜􀁜􀀢􀀨􀁊􀁉􀁾􀁔􀁈􀀮 T\.; 11.\I{TFUI{]). C1"; HIC.K:'\"II.I.E. \:\'; 110[';-;"1'0'\. T'\: I'\DI.\\:\l'l)!.I ..... I\:: 􀁋􀀮􀁜􀀺􀁜􀀮􀀧􀀮􀁜􀁾 CITY, '\\1):
􀀢􀀧􀁾􀀮 L \ \.<"'''', \11; t'" 􀁜􀁜􀀺􀀨􀀻􀁉􀂷􀀺􀀱􀀮􀁅􀁾􀀬 L\: I.()( '1;-"\'11.1.1:. KY: \! \: J! ....l l\.. \'\ 1. '.!1.\.\11. Fl.. .\1I1.\\·.-\I·KI:I:. \\'1; 􀁜􀀱􀁊􀀮􀁜􀁜􀀺􀁉􀀭􀀺􀁟􀀭􀁜􀁉􀀧􀁬􀀩􀁌􀁉�
�􀀬 ,\I\:: ',\;-..Il\·[l.l r. T:'\: \:1-:\'\ W)HK. \:Y: O.\KI.:\\:lJ. 1.:,\: '. 􀀡􀀧􀁾 (' 􀁾 '\1.";;. 1)\ !:lB..\ \.1) 1',\ltK. K:">: 1'1111..\I)I-:I.1":! \. 1'.\; 1'( )1,,1":. \ \:n.
.\IE: !Jolnl.,"!). l)lt: H..\I.EH;'!. \:C: 􀁾􀁔􀀮 I.<)l 􀀧􀁉􀁾􀀬 \[1); 􀁾􀀬􀁜􀁉􀀮􀁔 L\I\I--" t:I1"Y. l T :-;.-\:'\ :\\Tl)\:II). T\:; '\'.!;' . \' ) , \. '\', rH \ '." >1,'( 1. C\ ......\
\. J! 􀀩􀁾􀁬􀀺􀀬 C\: .... 1'. \'i"I'LL \\ \. T \ \11'\. I I.. rl J!Y!)I). ()II. \\'W\'I:, \.,1; \\'-\.--1 􀁛􀁛􀀧􀁴􀁾􀁔􀁉 )\.. 1lC, 􀁾􀀢􀀧􀀢 )\\ I:: We trust the design described will
provide the DWU with reasonable assurance that precautions and measures are being taken to avoid a major incident in the event of a water line rupture;
DRS February 17,2003 Mr. Michael E. Murphy, P.E. Director of Public Works 16801 Westgrove Drive Addison, TX 75001-9010 Re: Arapaho Road Bridge at Midway Road Professional Services Dear
Mr. Murphy: As you requested, URS Corporation, a Nevada corporation ("URS") is writing to acknowledge our awareness ofthe existing water main along the proposed Arapaho Road and the
desire for a design that will maintain the operation of this utility. URS, using due professional care as outlined in our Agreement with the Town of Addison, dated November 11,2002,
will endeavor to provide 25 feet of vertical clearance to the underside of the sidewalk that extends over the water main, with the exception ofthe intermittent diaphragms, and specify
suggested construction methods, as the contractor is responsible for all construction means and methods, that will not interrupt the operation ofthe water main. URS, using due professional
care as outlined in the Agreement, will design the structure foundations as drilled shafts embedded into the rock and will disregard the soil above the rock in the event of a local failure
in the water main. URS has agreed to use its professional skill, judgment and abilities in the performance of its Services, and shall render Services in connection with the project in
accordance with the professional standards of engineering prevailing in the Dallas-Fort Worth metroplex area and shall use the skill and care commensurate with the requirements ofthe
engineering profession. URS shall perform its Services in accordance with laws, regulations, and rules in accordance with the standard ofcare set forth herein. THIS LEITER SHOULD NOT
BE TAKEN AS ANY FORM OF GUARANTEE, EXPRESSED OR IMPLIED, NOR SHALL IT IN ANY WAY SUPERCEDE, ALTER ORRENDER VOID THE SUBJECT AGREEMENT BETWEENURSAND THE TOWN OF ADDISON. Sincerely, URS
Corporation 􀁾􀁌􀀯􀁉􀀻􀁤􀁦􀀺􀀭􀀢􀀤􀁾􀁾􀀿􀁦􀀮􀀡􀀮􀁾􀀢􀀢 􀁾􀀧􀁬􀁻􀁾􀁡􀀺􀁬􀀬 P.E. ;-•••• * .􀁾 Project Manager ,,..**... '..7'* I􀁾. , •••: ••••••••••••••••••••••••• rJ '-CUFF R. HALL (/􀁾
•••••••••••••••••••••••••••••rI 􀁾 82211 /0: 􀁾 If, •• 􀁾 􀁾 o'(i;." 􀀧􀀬􀁾􀁏􀁾􀂷􀂷􀁾􀁃􀀳􀀧􀁭􀁾􀁾􀀺􀂷􀁾.;" '" 􀁾􀀸􀀮􀀻􀀢􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀻􀀧􀀧􀀧􀁾􀁾􀀧􀀺􀀭 URS Corporation '\\u10NAL 􀁾
-Graystone Centre \"", ... 3010 LBJ Freeway, Suite 1300 Dallas, TX 75234 Tel: 972.406.6950 Fax: 972.406.6951
<.. "...,,---------------------------------------------------------'----------------------------------------------------------. NORTH ROW j 80' -0" SOUTH ROW.I 53'-0· HANGER ROPE REMOVABLE
SIDEWALK PANELS l' WDE DIAPHRAM IS' CIC n 1'-0" 1'-6· SHLDR. ... 49' -0' 4 LANES. 11' • 44'-0· • 1'-6" SHlOR. • I' -0' .... N 20I SCALE: 1"= 10' -0" 5 10 15 o! ..:: .:: MIDWAY RD. 7'
-O"tIl DRILLED SHAFT TYPICAL SECTION 14' 4'(+1-) (MAXI 6' 0.0. lATER PIPE 81j g.. ia: III o􀁾 o.. 􀁾a: 􀁾l;l ;3 f􀁾 l 8.., .. .C.,ON 0 ..... _0_ .".."..... .... 00 L --+ ---'
500 510 520 590 530 TYP.------------RETAINING WALL TO TIE INTO LIMESTONE ROCK r:---------r-----------,ROW 11' 2.5' 0.9' OOTSIDE LANE 9'X5' REINFORCED BOX CULVERT FL=598 ± EXISTINGi GROUND
I 􀁾􀁾􀀭􀀭 I 􀀬􀀯􀀢􀁾 I ,/" ""􀀭----􀀭􀀭􀀭􀀭..L􀁾---􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭,􀁉I ,--------------------. ..-J----------􀁾 ARN'AHO RD 78.95' ROW TYP II 49'6-6 11' 11' 11' OOTSIDE INSIDE
INSIDE LANE LANE LANE 􀁾 􀁾 11 y'''/FT y'''/FT -----=--RETAINING WALL RETAINING WALL TO TIE INTO L1t-£STONE ROCK II I .I 􀀧􀀭􀀭􀁉􀁯􀀭􀁬􀁲􀀭􀁾􀀭􀀭 -4' 0.5' 0.9' TYP. 29.0' STA 47+00.18.5'
STA 49+00.17.3' STA 51+00. 15.7' STA 50+20. 11.7' STA 45+00 14.0' 0.5' EXISTING 30' WATER LINE EASEMENT 5' 0.5' II III II, EXIST. 50" WATER LINE N'PROX FL=595.5 ROW STA 47+00.4.5'-7------,
STA 49+00. 5.9' STA 51+00. 7.0' VERY STIFF BROWN CLAY WITH LIMESTONE FRAGMENTS 􀁾􀁾􀁟􀁾􀀭􀁬􀀧􀁾􀁾􀁾􀁄􀁾􀁌􀁮􀀡􀀧􀁾􀀺􀁾􀀽􀂷􀁾 0 􀁾􀁾􀁾􀁾􀀽􀀽􀀮􀁾 􀀭􀀭􀁟􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀦􀁾􀁾􀁑􀀡􀁩􀁌􀀭􀀭􀀭􀁾
:..J-----------------------------r-I---.---W-.--------500 510 520 530 590 STATION 46+00 51+51+00 SECTION "A" -"A" DWU EASEMENT NEGOTIATIONS EXHIBIT MARCH 2003
EXISTING 30' WATER LINE EASEt-ENT ROW 29.0' 6301 ( AIVPAHO RD 78.95' ROW TYP II 49' B-B ,ROW 11' 11' 11' 11' 2.5' 0.9' OUTSIDE INSIDE INSIDE OUTSIDE TYP. LANE LANE LANE LANE 􀁾 􀁾 􀁾
􀁾 W'IFT 􀁾 630 0.9' 5' TYP. -----it-.-..,.----W._ 􀁾􀁾􀁾􀁾􀁾􀁾 􀁾 -------􀀻􀀭􀁉􀁾 <0O(,) 610 590 600 620 RETAINING WALL TO TIE INTO LIMESTONE ROCK r---------r-----------9'X6' REINFORCED
BOX CULVERT FL=598 ± EXISTING 'I GROUND ------------f--.---1---􀁾 I 􀁾􀀭􀀭 I ,/------, ,/􀀭􀀭􀀭􀀭􀀭􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁉 􀁾 L__ II 1--------------------. 􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭 RETAINING
WALL RETAINING WALL TO TIE INTO L1t-ESTONE ROCK STA 49+00.17.3' STA 51+00. 16.1' STA 47+00 18.5' 0.5' 0.5' STA 47+00,4.5'--j------, STA 49+00,5.9' STA 51+00, 7.0' VERY STIFF BROWN CLAY
WITH L1t-ESTONE FRAGMENTS 􀁾􀁾􀁟􀁷􀀺􀁟􀁾􀁾􀁾􀁄􀁾􀁌􀁾􀀺􀁾􀀽􀂷􀁾 0 􀁾􀁾􀀭􀀽􀀭􀁾􀀽􀀽􀀮􀁾 􀀭􀀭􀀭􀀭􀀭􀀭􀀮􀀮􀁑􀀮􀁒􀀮􀀦􀀮􀀮􀀱􀁾􀁾􀀭􀀭􀀭􀀭􀁟􀁟􀁟􀁟􀁌􀀮􀀮􀀺 :.....J---------EXIST. 60" WATER LINE
APPROX FL=596.5 610 590 620 600 STATION 46+00 51+00 SECTION "A" -"A" DWU EASEMENT NEGOTIATIONS EXHIBIT MARCH 2003
630 􀁾 ARAPAHO RD 78.95' ROW TYP II 29.0' 49' 8-6 ,ROW 11' 11' 11' 11' 2.5' 0.9' OUTSIDE INSIDE INSIDE OUTSIDE TYP. LANE LANE LANE LANE 4' 􀁾 􀁾 􀁾 􀁾 0.5' y-!"/FT Y-!"/FT --==--STA
50+20.11.7' STA 46+00 14.0' EXISTING 30' WATER LINE EASEMENT 5' II III I14 ROW 630 620 600 610 590 ------------RETAINING WALL TO TIE INTO LIMESTONE ROCK Ir-----------1 4 _ 9'X6' REINFORCED
BOX CULVERT FL=59B ± EXISTING iGROUND I ---I /-----, /􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁉 '--------L----I I I 1--------------------, ---1----------RETAINING WALL RETAINING WALL TO TIE
INTO LIMESTONE ROCK 0.9' TYP. STA 49+00,17.3' STA 51+00.16.7' STA 47+00 18.5' ------0.5' 0.5' EXIST. 60" WATER LINE APPROX FL=596.5 STA 47+00.4.5'--i-STA 49+00. 5.9' STA 51+00. 7.0'
VERY STIFF BROWN CLAY WITH LIMESTONE FRAGMENTS 􀁾􀂷􀁟􀁗􀀺􀁾􀁾􀁾􀁾􀁄􀁾􀁌􀁾􀁾􀁾􀁾􀀽􀂷􀁾 0 1-------1 ___􀀮􀀭􀀭􀀭􀀮􀂣􀁒􀁅􀁌􀁨􀁉􀁾􀁑􀁴􀁌􀀮 􀁾 :.......J---------------------------620 610 600
590 STATION 46+00 51+00 SECTION "A" -"A" DWU EASEMENT NEGOTIATIONS EXHIBIT MARCH 2003
590 600 620 610 630 RETAINING WAlL TO TIE INTO LIMESTONE ROCK r-----------r--·--------(ROW 2.5' 0.9' TYP. 11' OUTSIDE LANE 9'X6' REINFORCED BOX CULVERT FL=598 ± EXISTING 'I GROUND ------------1----;-
----i 􀀯􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭 , /􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁉 "'-------.L----II 􀁉􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁉 􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭 􀁾 ARAPAHO RD 78.95' ROW TYP II
49'8-B 11' 11' 11' OUTSIDE INSIDE INSIDE LANE LANE LANE 0 0 11 y'''/FT -=---􀁾 RETAINING WAlL RETAINING WAlL TO TIE INTO LIMESTONE ROCK II I1I I .1 0.9' TYP. ---􀀭􀀭􀁾􀀭 STA 49+00.17.3'
STA 51+00. 16.7' STA 47+00.18.5' 29.0' 0.5' EXISTING 30' WATER LINE EASEMENT 5' 0.5' 1I II. ROW EXIST. 60" WATER LINE APPROX FL=S96.S STA 47+00.4.5'--7--, STA 49+00. 5.9' STA 51+00.
7.0' VERY STIFF BROWN CLAY WITH LIMESTONE FRAGMENTS ---------.-----, 0 ,-------, TAN WEATHERED LIMESTONE I ==-G-;A-; 􀁾􀀭􀀻􀁔􀁾􀁎􀀻􀀽􀀽􀁾 J--=-===􀀭􀁉􀀢􀀢􀀧􀀭􀁬􀀮􀁾􀁲􀀭􀀧􀀭 ----------------,.-r-.--..
-590 610 600 630 620 ST ATION 46+00 51+00 SECTION "A" -"A" DWU EASEMENT NEGOTIATIONS EXHIBIT MARCH 2003
56'-0· 7'-6" l' -0" l' -6" I' -6" SHLDR. I' -0' 6' -0' SHLDR. 4 LANES .. 11' 44'-0" I' -0' SIDEWALK .. .. .. .. LIST OF CHANGES TO ACCOMODATE DWU • REDUCED SIDEWALK TO 6' WIDTH • INTRODUCED
REVERSE 􀁃􀁕􀁒􀁾􀁉􀁎 HORIZONTAL ALIGNMENT TO SHIFT ROADWAY SOUTHWARD. NORTH ROW VARIES <14' MAXI 6' 0.0. WATER PIPE 27'-0" CLR (MINI 54" U-BEAM lTYPI 7'-0· 􀁾 DRILLED SHAFT SOUTH ROW
20i 10 15 SCALE: l' -I 0' -0" 5PRELIMINARY NOT FOR CONSTRUCTION o!o SECTION B-B [) "􀁾oI"' o􀁾u .".'. git oCl II: .!.£. a. D...! .'".".' u􀁾a. -"' ::E ... 􀁾􀁯􀀮􀀮􀀬􀁯􀁮 oon .... -0_
.N.o_n "' .... -",N_ ",0-'-------------------------------------------------------------------------------------'
NORTH ROW i 80' -0· SOUTH 􀁒􀁾􀁗 I LIST OF CHANGES TO ACC<MAODATE DWU • RAISED VERTICAL PROFILE TO PROVIDE 25 FT VERTICAL CLEARANCE TO THE SIDEWALK, • RELOCATED SIDEWALK FROM INSIDE
THE ARCHES TO EXTERNAL OF THE NORTH ARCH IN ACANTILEVERED CONFIGURATION: • PROVIDED REIo«>VABLE SIDEWALKS ON ARCH STRUCTURE. • REDUCED SIDEWALK WIDTH TO 6 FT. • RE-SPACED THE BEAMS IN
THE ARCH SECTION lNO LONGER SYMMETRICAL TO THE APPROACH BEAMS) • • INTRODUCED REVERSE CURVES IN HORIZONTAL ALIGNMENT TO SHIFT ROADWAY SOUTHWARD. • REDUCED SIZE AND INCREASED NUMBER OF
DRILLED SHAFTS SUPPORTING THE THRUST BLOCKS. ""-.. 􀀭􀁾 0 5 '0 15 20 ! i SCALE: '·=10'-0· PRELIMINARY NOT FOR CONSTRUCTION ,.":-• CONCRETE THRUST BLOCK 􀁾 AT ARCH SECTION ONLY I l' -0·
I' -6" SHLDR. MIDWAY RD. .. .. 􀀧􀀺􀁾 : :-􀀺􀁾􀀮 ".:-􀀺􀁾... " 􀀮􀁾􀀮 :.".; : ," (4) S'-O·ls!DRILLED SHAFT IAT EA. THRUST BLOCK I .. 49' -0· 4 LANES l' 1" = 44'-0" 53'-0" • (4) 5' -O"ls!DRILlED
SHAFT (AT EA. THRUST BLOCK) • I' -6· SHLDR. STEEL TUBE ARCH 􀁾CONCRETE THRUST BLOCK AT ARCH SECTION ONLY I' -0" REt.IOVABLE SIDEWALK PANELS n HANGER ROPE t PIPE I " WIDE DIAPHRMl IS'
CIC 􀁾<> ,,; &<> L080"g ... u"8"' i< lD 0􀁾a: 0..:z....: ... a..:. "i:? t.,l 0.a.:. ;":; l 0 CD C ., '" 0 ;:. '" 0 " ;::. "
t ARAPAHO RD 23.5' ROW '. 7.5' TYP. 11' 2.5' OUTSIDE LANE INSIDE LANE 11' I 49' B-B 11' INSIDE LANE 80' ROW 11' OUTSIDE LANE 2.5' 6' 0.5' 5' 0.5' 0.5' 630 630 W'/FT 620 600 610 590 FEBRUAAY
2003 SECTION "A" -"A" DWU EASEMENT NEGOTIATIONS EXHIBIT RETAINING WALL TO TIE INTO LIMESTONE ROCK r-------------r---------------------------􀁍􀁜􀀰􀀾􀁾􀀭􀁔􀀭􀀭􀀭􀀭􀀭􀀭􀀭 9'X6' REINFORCED
BOX CULVERT RETAINING WALL FL=598 ± TO TIE INTO LIMESTONE ROCK 4' EXISTING STA 49+00. 11.6' STA 51+00.10.5' 30' WATER LINE EASEMENT MIN EXIST. 60" WATER LINE APPROX FL=596.5 tr +1 UJ
-> 100 () STA 47+00.5.8' I STA 49+00.5.9' STA 51+00. 7.0' VERY STIFF BROWN CLAY WITH LIMESTONE FRAGMENTS 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾 0 􀁉􀀭􀀭􀀭􀁾 ___􀁾􀁾􀁾􀁾􀁾􀁕􀁾􀁾􀁾􀁾 • r----.
-􀁟􀀮􀀮􀀭􀁑􀀮􀁒􀂣􀁌􀀮􀁢􀁾􀁑􀁴􀁬􀁌 ----L.....: :......J----------------------rr---,.-'----W_----590 610 620 600 li. "􀁾z 􀁾􀁾 DWU ACCOMMODATIONS 􀁾 1. NAAROWED SIDEWALKS TO 6-FT WIDTH
TO ALLOW 4-FT CLEAAANCE BETWEEN EDGE 􀁾 OF SIDEWALK AND EDGE OF PIPE. D 2. CHANGE OF RETAINING WALL DESIGN. CHANGED FROM STANDAAD MSE RETAINING 3 WALL. TO RETAINING WALL INTEGRALLY POURED
WITH LAAGE BOX CULVERT DRAINAGE ;;:;: STRUCTURE. AND PINNED INTO BEDROCK 􀀱􀀻􀁾 3. CHANGE IN DRAINAGE DESIGN TO INCORPORATE DRAINAGE STRUCTURE INTO RETAINING WALL· 􀁾􀀺􀁩􀀺􀀧 4. MADE
SIDEWALKS REMOVABLE 􀁾􀀻 5. NARROWED ROADWAY LANES TO THE PRACTICAL MINIMUM AND ELIMINATED MEDIAN DIVIDER 􀁾􀁬􀀮􀀺􀀻􀁯􀀻􀀮 􀁾 6. NO SIDEWALK ON THE SOUTH SIDE FOR EASTBOUND ROADWAY :_
􀁾􀁁􀁉􀁬􀁃􀁈􀁬􀁔􀁬􀁬􀁃􀀧􀁔􀀾􀁂􀁎􀁡􀁬􀁎􀁅􀁉􀀡􀁉􀁬􀁓􀁐􀁬􀀮􀁁􀁬􀀼􀁎􀁂􀁒􀁳 7. TRAVELLED LANE SHYING DISTANCE REDUCED TO MINIMUM NuL..-...._llNT.__·_'--_,· 8:.•;....;H..;,;,AD..:.......:..;W.:...;AT.:...;
E:.:.R=L..;,;,IN=E....;P....;O:.:T....;H..;,;,OL::;E=D....;...,;TO:.....:D;,:E....;TE::;R,;;,M,;;,IN...,;E;;"",.;,T;.;,HE;;,..,:E::..:X.:...;AC:..T:...,:L..:OC::;A...,;T:...:.ION:.:.:....:OF:.......,
;T:..;,.H=E_W.:.;,;A:...:.T:..:E::..:R=L1::..:N:..E ...J
iPIER 11 STA. 62+23.50 ;:;-.00 62 ----.. 􀁾􀀭􀀭􀁔􀁩􀁌􀀮􀀧 DIRECTION OF STATIONING THRUST B"LOCK jRAILROAD -f······ -,----------.-,--.--􀀭􀀭􀀭􀀭􀀮􀀭􀀮􀁾􀀮􀀭 _._ _ -I,',. ',.' . 􀁴􀀭􀀭􀀭􀁾􀀭􀀼--;
I (·j ...T'.... . I . '. I 􀁾􀀮􀀬􀀮􀀭 .-REMOV4BlE .. SI DEWALl<-". . • ,'. "'".. THRUST BLOCK_ 􀀬􀁾􀁾􀁾􀁾􀁾􀀭􀀽􀀭􀁾􀀭􀀭􀀧􀀽􀀮􀁾􀀮 ,--􀁾􀁾􀀭􀁾􀀭􀀽􀀭􀁾􀀮􀁾􀀭􀀻􀁾􀀬=.;::-=;;-􀁾 􀀭􀁾􀁾􀁾
􀁾􀀭 􀁾 i 􀁾􀁉 DALLAS AREA RAPID TRANSIT 0: 5l 􀁾 .. 􀀬􀁾􀁾􀁟...,.'_' , .0: -0: 􀁾􀀼􀁉 III PROPOSED PLAN OVERALL BRIDGE LENGTH 1600' -0" 3 SPANS 􀁾 105' -6" 316' -6' 174' -0" 105' -6"
6L ... 6o cu ,g .;;.; gII: (PIER 6 MATCH LINE 1----IlPIER 11 MATCH LINE 2----650 640 630 620 61 600 590 580 SHEET 2 OF 3 PRELIMINARY NOT FOR CONSTRUCTION ELEVATION i£!Ii .;;.; u..􀁾...
, l o0....... .c.. ,o-0N"'_-'"'"N0-.".. L...-􀁾
<t. ,ARAPAHO RD I, I. 􀁒􀁏􀁗􀁾.1 23.5' 80'ROW I 49'B-B .1'--ROW 630 7.5' .. TYP. 11' 2.5' OUTSIDE LANE 11' . INSIDE LANE 11' INSIDE LANE 11' OUTSIDE LANE STA 47+00 11.7' 2.5' I1, 􀁟􀁾
8' 􀁾 􀁾 I I' I I r\ W'/FT I }'4"/FT Ji 􀁾 􀁾􀁾􀁾􀁾􀁾􀀮􀀮􀀭􀀽􀀺􀁺􀀭􀀭􀁾􀀽􀁆􀀧 􀀽􀀽􀀽􀀽􀀽􀀭􀀭􀀽􀀭􀀮􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀁾 􀀭􀀭􀀭􀀭􀀭􀀭􀁾 -'-----,1 STA 49+00, 11.6' ,STA 51+00,10.5'
􀀭􀁾 r 5' STA 41+00.5.8' +.----,1 STA 49+00.5.9' l-----------l STA 51t00.7.0' 630 620 2' 1􀁾􀀱􀀱􀀱􀁾 ,..--"...!.,...---RETAINING 6.5'+ I WALL 620 610 590 600 JANU,ARY 2003 DWU EASEMENT
NEGOTIATIONS EXHIBIT P::I VERY STIFF BROWN CLAY ILl WITH LIMESTONE FRAGMENTS 􀁾 TAN WEATHERED LIMESTONE 􀁾 GRAY LIMESTONE LOG OF BORINGS LEGEND: .--EXISTING 􀁇􀁒􀁏􀁕􀁎􀁄􀁾 _.1--_-1----􀁾􀁾􀀭􀀭􀀭􀀭
􀁾􀀭􀀭􀀭􀀭 .--'..... • EXISTING 30' WATER LINE EASEMENT rI II EXtST.60" WATER LINE APPROX FL=596.5 I 1 􀁾􀁉 * I 􀁾 ., 0 0 􀁾􀁾 􀁾 􀁾 􀁾􀁯 􀁾 ;;; -----'--e ION « 􀁾 􀁾 w « w 􀁾 -􀁾􀁾
􀁾􀁾 +1W-/-__ 􀁾􀀡􀀷􀀭 􀁾 lL. -> 􀁾 100 cob 10 8 /--t-:---.. cD 0 cD (:, VERY STIFF BROWN CLAY //'-..... 􀁶􀁾././WITH LIMESTONE FRAGMENTS 1/'-..... ./----------------------, 0 􀁲􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭
to:' v 9'X6'REINFORC'm /I ' BOX CULVERT 􀁾􀁪􀀬􀀭􀁲􀀭􀀭􀀭􀁾 ----TA-N-W-EA-TH-ER-ED-lI-ME-ST-O-NE-----1••􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭 --.• 􀁾F􀀭L=􀀭59􀀭8 􀁾+􀀭􀀭􀀭􀀭􀁾1/􀁾1/,.....-.J • ::1/L...-.......
􀀭􀀭􀀭􀁾􀁙􀀮􀀮􀀮􀀮􀀡􀀡􀁾􀁾􀀭􀀭􀀭􀁟􀁌 􀁟􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀁬􀀭􀀭􀀭􀀴􀀭􀁾􀀢􀀢􀀢􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭 􀀺􀀮􀁾 "-·· ··..:. :: )c -: )c '. )c ) )c ) )c '> '>< -------::---􀀭􀀭􀀭􀀭􀀭􀁾􀁾 610 600 590
5"t> ,.,.; zE ::"':"> o'" '"I-o '"'" -" 􀀭􀀧􀀭􀀮􀁾􀀮􀀢􀀧􀀭􀀭􀀧􀀭􀁾􀁾􀀮􀀭 􀀬􀀭􀁾􀀮􀀧 .-
(. l􀁴􀀱􀁾 􀁾 􀁲􀁊􀁊􀁊􀀧􀀱􀁾 􀁾 􀁖􀁾􀀷 Z. IY1-fu (l.:(c; (11t-(ZNCr( P 1ex:-(c.V {"o" 􀁾8t.f-': 􀁾􀀮 􀁾􀁌􀀮􀀮􀁯 􀁬􀁾􀁶􀁴􀀭 \.67 p.. r 􀁾 􀁾􀁤􀀭􀀭􀀾 W//VlfJVv¥..J-4. 􀁾􀁩􀁬􀁚􀀮􀂷􀁢􀀮􀁴
rJ e,-rQ\2-W\ 􀁾􀀱 ore {}.ftY/􀁾 􀁾 􀁾􀀮 􀀷􀁵􀁴􀀧􀁾 􀀱􀁾􀀱􀁾􀀧􀀵 ;>t 􀁾 _ 1 􀁾 G,. WhA.+-􀁾􀁥􀁲􀀺􀀻􀀮 􀁗􀁾 wl\1 􀁾 􀁾􀁣􀀭􀁴􀀭 􀁾 )pxj 􀁾􀀷􀁾 7. 􀀿􀁾􀁣􀀮􀀮 􀁾 􀁑􀀰􀀧􀁾􀁾 􀁊􀁳􀀮􀀢􀀨􀁾􀀮
630 600 590 610 620 JANUAAY 2003 DWU EASEMENT NEGOTIATIONS EXHIBIT VERY STIFF BROWN CLAY WITH LIMESTONE FRAGMENTS OF BORINGS LEGEND: TAN WEATHERED LIMESTONE GRAY LIMESTONE '--ROW -------------.1
<t.. AAAPAHO RD IIII 49'B B 80'ROW I 235' . -I 5' I I ' STA 47+00 11.7" 2.5' 11' 11' 11' 11' 2.5' 7.5' ' STA 49+00. 11.6' OUTSIDE INSIDE INSIDE OUTSIDE TYP. .M: ,STA 51+00. 10.5' LANE
LANE LANE LANE I.--IQ·5 8' 􀁾 􀁾 0 0 -􀁾I I 􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭l\ Y-4-"=/F=T-W--'/=F-T-Ji -------􀀬􀀧􀀭􀀭􀀭􀀭􀀭􀁾􀁉 2' -L...--􀀱􀁾􀀱􀁉􀁉􀁾 ---.....-RETAINING WAlL 6.5'+ I I EXISTING I I
30' WATER LINE , EASEMENT c:i i 0 I + I en '<t" I <c t-􀁾􀁉 c:i c:i V) 0+ 0r--r-+10 '<t" U1 ----,-lDN t-EXISTING 􀁇􀁒􀁏􀁕􀁎􀁄􀁾 --r-<cti <c w 􀁾 t-V) t-V) --+1 w [/1-__ V) lI.. V) lI..
􀁾 lI.. lI.. .--Co V --CD 0 co 0 .-u r-:----... I _ I _ V lD 0 lD 0 './V ,v 􀀹􀀧􀁘􀀶􀀧􀀺􀀺􀀺􀀢􀁾􀁊􀁩􀀨 ./1--/'L ---, 0 r--'-----v 􀁾􀀭􀀭 LOG . BOX CULVERT r-r-􀁲􀀭􀀭􀀭􀀭􀀭􀁾 ' . · FL=598
+ VIV ---"';'1 􀁾􀁟...._---_. --D _ 􀁾 ___ ::' ____􀁾􀁉􀁖 · :-IV --L 􀁟􀁾􀀭􀀭 ,.....-I · · --------􀀺􀀺􀁾 "-··· ····..·· 􀁾 O'i ·· ···.·· LINE · ···.· FL=596.5 􀁾 ·· 􀁾 .: )< ··>)< •
> V '>c '>c ·v EXIST. 6 WATER APPROX I. ROW--: ,STA 47+00.5.8' STA 49+00. 5.9' STA 51+00. 7.0' ___􀁾􀁙 􀁌􀀱􀁾􀁾__ TAN WEATHERED LIMESTONE 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾 􀁾 !6lO ::-􀁾f􀁾
IIF􀁾􀁾􀁬 lli 􀁬􀁾 􀁾􀀶􀁄􀁏 rl 􀁾􀁾 􀀮􀁾 nl If .<"" 􀁾 􀁾􀀧􀀺 ,. "" , ., Ii 590 c::r.......· C>:;......􀀮􀁩􀁾 ('.• <tl:I:Z: 􀁾􀁾􀀺􀁾ARCHITECTS ENOINEllRS PLANNERS 􀀮􀁾􀀱 􀁾􀁮􀀮􀁈􀁎􀁔􀁂􀁃􀁯􀁭􀁰􀁣􀁡􀁡�
� 􀁴􀁎􀀺􀁾􀀮􀀺􀀺􀀮􀁡􀀺􀁵􀀮,-' ---" ---"__---" ---" ---...J
ROW I. EXISTING 30' WATER LINE EASEMENT 30.0' ·12.0' 78.95' ROW TYP 11' OUTSIDE LANE 11' INSIDE LANE 􀁾 ARAP,6J-lO RD II 48'B-B 11' INSIDE LANE 11' OUTSIDE LANE 630 600 610 590 620 RETAINING
WALL TO TIE INTO LIMESTONE ROCK PAVEMENT W'/FT 9'X6' REINFORCED BOX CULVERT FL=598 ± WALL RETAINING WALL TO TIE INTO LIMESTONE ROCK J---CLEARANCE ENVELOPE FOR DWU EXISTING 60" WATER
LINE STA 47+<J0. 4.5' STA 49+00, 5.9' STA 51+00, 7.0' NN VERY STIFF BROWN CLAY __􀁗􀁟􀁉􀁔􀁊􀀺􀀡􀀮􀁌􀁾􀁅􀀡􀀮􀁒􀁾 􀁊􀁾􀁗􀁬􀁬􀁩􀁈􀁬􀁬􀁩􀁄􀁾􀁍􀁅􀀲􀁾􀁾􀁾 0 r=--􀁾􀁾 GRAY L1MESTON:XIST.60"
􀀷􀁾--WATER LINE APPROX FL=596.5 -----590 620 610 600 630 MARCH 2003 SECTION "A" -"A" DWU EASEMENT NEGOTIATIONS EXHIBIT 51+00 SECTION SIDEWALK STATION 46+00 RETAINING WALL WITHOUT
610 630 620 590 600 ROW 0.9' TYP. RETAINING WALL TO TIE INTO LIMESTONE ROCK 11' 2.0 PAVEMENT OUTSIDE LANE 9'X6' REINFORCED BOX CULVERT RETAINING WALL FL=598 ± TO TIE INTO LIMESTONE ROCK
<t. ARAPAHO RD 78.95' ROW TYP II 48'B-B 2.0' 11' 11' 11' OUTSIDE INSIDE INSIDE LANE LANE LANE 0 0 11 ·1 J-----30.0' CLEARANCE ENVELOPE FOR DWU EXISTING 60" WATER LINE EXISTING 30' WATER
LINE EASEt-£NT I. ROW STA 47+{JO, 4.5' STA 49+00. 5.9' STA 51+00. 7.0' NN VERY STIFF BROWN CLAY __􀁗􀁟􀁉􀁔􀁉􀁩􀁌􀁾􀁅􀀡􀀺􀁒􀁾 􀁟􀁔􀁾􀁗􀁅􀁾􀁈􀁾􀁄􀁾􀁾􀁔􀁾-􀁾 0 r=---􀁾 GRAY L1MESTON:XIST.60"
􀀷􀁾--WATER LINE APPROX FL=596.5 600 620 610 630 590 MARCH 2003 SECTION "A" -"A" DWU EASEMENT NEGOTIATIONS EXHIBIT 51+00 WALL SECTION SIDEWALK STATION 46+00 RET AINING WITHOUT
NORTH ROW SOUTH ROW 78.'35' 30'-0' EASEMENT 52'-6' 1'-0' I It. PIPE '-0· 54' U-BEAM (TYPl 1'-0' SHLDR. 7'-0' III DRILLED SHAFT .. 4.L.ANES II II' = 44'-0' .. 1'-0' SHLOR, (MINI 34'-0'
(+/-) 1'-0' 6' 4'-0' 12'-0' 11'-6' (ENVELOPE) 7'-0' (ENVELOPE) bI !£! DIU CLEARANCE ENVELOPE 6' 0,0, WATER PIPE 􀀯􀀯􀀬􀀮􀀾􀀯􀀯􀁾􀀯􀁾􀀬􀀨􀁾􀀯􀁻􀀯􀀯􀂻􀀯 􀀬􀀨􀁾􀂫􀁻􀂫􀀼􀀼􀀼􀁫􀀬􀀬􀀼􀀼􀁾􀁾􀀥􀁾􀁾
1---.2::.'3::.-'_-8::.-'____________ /</,<0', b,NN SURVEYOR EJt:)JLEVARD TO ADDISON ROAD APPROV. DREYST(I£ CENTRE. 3010 LBJ FREEwAY. SUITE 1300 DALLA,S. TX 7!t234 REVISION URS CORPORATION
Dots _ NOT FOR CONSTRUCTION. BIDDING. OR PE.R .. IT PURPOSES FOR INTERIM REVIEW ONLY By .P.E." _ -OPTION "B"TIED ARCH DESIGN WITH SIDEWALK AIlAPAIID ROAD • PIIAIB III TOWN OF ADDISON.
TEXAS URS Cheek NO. DATE Dcsig'l 20i 10 15 SCALE, 1'=10'-0' 5 o! SECTION B-B c􀁾 aj iII l: J􀁾 •C> ", 􀁾u", l!l C> 􀁾􀁾II: 􀁾C... 􀁾 c ", 􀁾u􀁾 .I.I.: c:. l 0􀁾 :ij 2 '" II> :ll ", ",
'"
NORTH ROW 18.95' SOUTH ROW 30'-0' EASEMENT bINN DWU CLEARANCE ENVELOPE I' WIDE DIAPHRACM IS' C/C 7'-0' (ENVELOPE) 7'-6'12'-0' (ENVELOPE) 52'-0' 48-0' 4 LANES a II' = 44'-0' MIDWAY RD.
FOR INTERIM REVIEW ONLY By .P. E. " _ URS CORPORATION O(]1"9 NOT FOR CONSTRUCTION. BIDDING. OR PERMIT PURPOSES NO. DATE REVISION APPROV. URS CAEYSTONE CENTRE ]OlD LBJ FAEEw". SUITE 1:100
DALLAS. tx 7!a234 -OPTION "B"TIED ARCH DESIGN WITH SIDEWALK ARAPAHO ROAD • PIL\IB III SURVEYOR BOUlEVARD TO ADD/SON RON) TOWN OF ADDISON. TEXAS SECTION C-C (AT ARCH) ic􀁾 ,􀁾 􀁾􀁾 0
5 10 15 20 <: 􀁾 􀁩􀁩􀀭􀀻􀀻􀀻􀀻􀀻􀀻􀁾􀁾􀁾􀀵􀀻􀀻􀁾􀁚􀁾􀁾 g -' c is SCALE, 1·=10'-0' 􀁾 􀁾 :;. 0 ..... LCD;;"hc.;s,;;,eg..,...........L...:;;:.:;;..._L-_....L..__L-__......._ ......
DIRECTION OF S ATIONING 62 ---·..I---T-:..l rRAILROAD 4'-0· SIDEWALK' , 􀀬􀀨􀀢􀁊􀀧􀀼􀁾 '; t; • ;i 0;";.,\.'(;;r ..􀁾 I 61I... -+"\tr-.-DALLAS AREA RAPID TRANSIT ---------------------------􀀽􀁾􀀽􀀽􀀺�
�􀀽􀁾-:+?=t-􀁾􀁻􀀺􀀻􀀭􀁾􀁁􀁒􀁾􀁾􀁾􀁾􀀺􀁾 , STA.60+31.06 MIDWAY ROAD 5TA. 10+00.00 i I 􀁾􀁾 7:/.' a: • UI 0la: • a: 􀁾􀀼􀁃m 56 iD ---III-·,--,T-----i!:f+-'I' 􀀮􀁾 'in .' III CC!CXl ..._.......-._
... 􀁾􀁯􀀽􀁾􀁾􀀭􀁾􀁾􀂷􀂷􀂷􀁾􀁾􀀺􀀺􀁪􀁾􀂷􀀻􀀢􀁾􀁾􀁾􀀽􀀽􀀺􀀺􀂷􀁾􀀺􀀱􀀭􀁾..􀀽􀁾􀀺􀀺􀀽 <: § • :I: It. 􀁾􀁖􀀱 STA.56+27.75 PROPOSED R/W PLAN OVERALL BRIDGE LENGTH = 1600·-0" 3 SPANS Q 105°-6"
= 316°-6" 174· -0" 105° -6" APPROV. GREYSTDIE CENTRE -'010 LBJ fREEw", SUITE '300 DALLAS. TX TS2]4 650 640 630 620 610 600 590 580 REVISION -OPTION "S" TIED ARCH DESIGN WITH SIDEWALK
ARAPAHO ROAD -PHASB III TOWN OF ADDISON, TEXAS SURVEYOR BOULEVf>RD TO ADDISON RON) URS NO. DATE It. PIER II MATCH LINE 2---------FOR INTERIM REVIEW ONLY STEEL ARCH ----------r------4;---'.
ELEV,ATlON ---7---􀀭􀁾􀁾􀁾􀀧􀀤􀁾􀀤 EXISTING GROUND I APPROXIMATE \ LIMESTONE LAYER -------------------------l.-a 7 -0' l!l. DRILLED SHAFT <TYP) ,------------It.PIER 6 MA TCH LINE I -􀀭􀀭􀀭􀀭􀀭􀁾􀁾􀁾�
�􀀬􀁾􀀬􀀭􀀭 650 640 630 620 610 600 590 580 c􀁾c􀁾 8... o8􀁾.:::.> <> '"ag :Ii <> 􀁾􀁾... il!,􀁾 . By ,P.E.· _ 􀁾 URS CORPORATION 􀁾 :I Dote_ g ... NOT fOR CONSTAUCTION, BIDDING. OA PERNiT 􀁾 􀁾 PUAPOSES O"'P 􀁾 􀁾􀀧􀀭􀀭 --l..C::::h::.:.C:...._..L::':::':::'_...L._....L__.L..-__.L.._--l
NORTH ROW SOUTH ROW 78.'.35' 30'-0' EASEMENT 52'-6" 1'-0' 6' 1'-0" '1'-0' 1'-0' SHLOR. 'I LANES Cl II' = '1'1'-0' 1'-0' SHLOR. '-0' 7'-0' 􀁾 DRILLED SHAFT • b 􀁾􀀭 . I I N i N •I.. 6'
0.0" WATER PIPE DWUCLEAR4NCE ENVELOPE-29'-8" I Ii PIPE 3'1'-0' (+/-) (MIN) • • 5'1' U-BEAM lTYP) FOR INTERIM REVIEW ONLY By .P. E. " _ URS CORPORATION SECTION B-B DaTe NOT FOR CONSTRUCTION.
BIDDING. DR PERMIT PURPOSES NO. DATE REVISION APPROV. URS CR£YSTIllE CENTRE ]Ola LBJ FREE.... SUITE ,lOQ Q.lLLAS. TX T5234 AUPAIIO ROAD • PIIAIB UI SURVEYOR 8QUiEVARD TO ADDISON RONJ
TOWN OF ADDISON • TEXAS -OPTION "B"TIED ARCH DESIGN WITH SIDEWALK 􀁾!ui0 5 10 15 20 <::"'l 􀁾􀀡􀁩􀁩􀁩􀁩􀁩􀁩􀁩􀁩􀁩􀁩􀁩􀁩􀁩􀁩􀁩􀀡􀀡􀀡􀀡􀀡􀀡􀀡􀀡􀀡􀀡􀀡􀀡􀀡􀀡􀀡􀀡􀀡􀀡􀀵􀁩􀁩􀁩􀁩􀁩􀁩􀁩􀁩􀁩􀁩􀁩􀁩􀁩􀁩􀁬􀀡􀀡􀀡
􀀡􀀡􀀡􀀡􀀡􀀡􀀡􀀡􀀡􀀡􀀡􀀡􀀡􀀡􀁾􀁩 􀁾􀁾􀀺􀁣 SCALE. 1'=10'-0' D••9' 􀀲􀁎􀁾 􀀧􀁾􀀺􀁩􀁬􀁌 ...a.;;C;,;;;he,;;c._....L=;;;...-J__......._ ..... ......_ ..... ...00
NORTH ROW 78.95' SOUTH ROW 30'-0' EASEMENT URS CORPORATION DotB _ NOT FOR CONSTRUCT ION. BIDDING. OR PERNI T PURPOSES FOR INTERIM REVIEW ONLY By .P. E.O _ 1'-0' SHlDR. MIDWAY RD. ..
LIMESTONE lAYER CENTER PIER ITYP) .. 48-0' 52'-0' 4 lANES a 11': 44'-0' 1'-0' SHlDR. STEEL TUBE ARCH HANGER ROPE6'-0' 4'-0' SIDEWALK I' WIDE DlAPHRACM 15' CIC DWU CLEARANCE ENVELOPE
0 7'-0' I (ENVELOPE) N'" 7'-6' I ? " 12'-0' .t !D (ENVELOPE) <p !e NO. DATE REVISION APPROV. URS GR£YST[I£ CENTRE ]010 lBJ FREEWAV. SUllIE 1300 DALLAS. TX 7!t234 AKAPAIID ROAD • PIIAIB
III SECTION C-C (AT ARCH) o!5 10 SCALE, 1":10'-0' 15 20i Dcs;g, Check SURVEYOR BOULEVARD TO ADDISON RON) -OPTION "B"TIED ARCH DESIGN WITH SIDEWALK TOWN OF ADDISON, TEXAS
DIRECTION OF S ATIONING 62 ---,"I---.Li.l rRAILROAD (i 􀁾􀀭􀁾􀀭􀁾 ",/1.+-+1􀁟􀀭􀀭􀀱􀁾􀀧􀀢 i n􀁾(􀁾{􀁕?􀁉 Cy"""'"'! 􀁾__". 􀀬􀀮􀀭􀁾􀀯􀀬􀁾􀀬􀁩􀀮􀁟􀁩􀁟􀀮􀀡􀀡􀀡􀁾􀀺􀀱􀀮􀁾􀁴􀀻􀀭 --(-T􀁾􀀬􀁾􀁾􀁾􀁾---------
---􀁾 =. 􀀼􀁾􀂷􀀻􀀮􀁊􀁩􀁾􀁉􀀿􀁐􀀧􀀡 􀁾 nI j Hk)' ,," 􀀭􀁾􀀭 ---,--__, 􀀭􀀺􀁾􀁾__ 􀁾􀁾􀀮􀀺􀁾􀀺􀀷 􀁟􀁾􀀽􀀺􀀭􀀽􀀫􀀬􀀯􀁩􀀭 :􀁟􀀭􀁾􀁾􀁾􀁾􀀧 =' 􀁟􀁾__􀁾􀁛􀁦􀀮􀀭􀀭 II 􀁲􀀭􀂷􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀁩􀁁􀁒�
�􀁐􀁁􀁈􀁏 ROAD , STA.60+31.06 <k PI MIDWAY ROAD ST A. 59+44.DO -/;." STA. 10+00.00 III ;J 􀁾 􀁾􀁾􀁾􀀽􀀭􀀭􀀽􀀻􀀻 􀀱􀁾 :-, y DALLAS AREA RAPID TRANSIT --􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀢􀀭 -------------,"------
-----􀀺􀁾􀁣􀁬􀀧􀀢􀀮__"'" 􀀢􀁉􀁾􀀺􀀢 B􀁾􀀭􀀭􀀭􀀭􀀭 STA.58+38.50 a: • UJ 0la: • a: -<II) in 0'1 -, : ,a) -----r--'_____ _ 􀁛􀁐􀁒􀁏􀁐􀁏􀁾􀀽􀁾􀁒􀁾􀁗􀀮􀁟􀀽􀀺􀁣􀀺􀁟􀁾􀀺􀁾􀁾􀀧 :i .._M7:--Mc,;="'_.
_ •• -=-= (, 􀁾 -------'-J • :I: -Ill PLAN OVERALL BRIDGE LENGTH = 1600' -0" 3 SPANS Q 105'-6" = 316'-6" 174' -0" 105' -6-650 640 630 620 610 600 590 580 IlPIER II MATCH LINE 2-----------I
STEEL ARCH -------------------1------APPROXIMATE\ LIMESTONE LAYER ----------I-------------l.-a 7 -0' 􀁾 DRILLED SHAFT <TYP) ,..---􀀭􀁛􀁾􀁾􀀬􀁾􀀬 , ,--(kPIER 6 MATCH LINE I -650 640 630
620 610 600 590 580 NO. DATE REVISION APPROV. ELEVATION URS GRE'tSTlH: CENTRE .!OlD LBJ FREE"••, SUITE '300 DALLAS. TX 752]4 ARAPAHO ROAD -PHASB III FOR INTERIM REVIEW ONLY By • P.E.
" _ URS CORPORATION Doto _ NOT FOR CONSlRUCTION. BIDDING. OR PERMIT PURPOSES Desigl Check SURVEYOR BOULEVARD TO ADDISON ROAD -OPTION "S"TIED ARCH DESIGN WITH SIDEWALK TOWN OF ADDISON.
TEXAS
NORTH ROW 30'-0' EASEMENT 78.95' 48'-0' SOUTH ROW 1'-0' 4 LANES Cl II' = 44'-0' ?N '" 6' O.D. WATER PIPE DWU CLEARANCE ENVELOPE a, 􀁾 I It. PIPE 7'-0'12'-0' (ENVELOPEl 1'-0' 1'-0' SHLDR.
DIAPHRAGM SECTION B-B .. 1'-0' SHLDR. .. 54' U-BEAM CTYPl 7'-0' lSl DRILLED SHAFT '-0' FOR INTERIM REVIEW ONLY By .P.E." _ URS CORPORATION Dais _ NOT FOR CONSTRUCTION. BIDDING, DR PE.Rt.lIT
PURPOSE.S NO. DATE REVISION AfPROV. DRS GREYSTIJNE CENTRE 3010 LBJ I=A[[.lV. SUITE 1300 DAlLAS. TX 7!>23' o 5 10 15 20 Iii'􀁩􀁩􀁩􀁩􀁩􀁩􀁩􀁩􀁩􀁩􀁩􀁩􀁾􀁾􀁾􀁩􀁩􀁩􀁩􀁩􀁩􀁩􀁩􀁩􀁩􀁩􀁩􀁾􀁾􀀡􀀡􀀡􀀡􀀡􀀡􀀡􀀡􀀡
􀁉􀁩 SCALE. 1·=10'-0' Dcs9'l Ched ARAPAIID ROAD • IIIIAIB III SURVEYOR f3(}(jiEVARD TO ADDISON ROAD -OP TlON ·C·ORIGINAL ARCH DESIGN WITHOUT SIDEWALK TOWN OF ADDISON, TEXAS
NORTH ROW 78.95' SOUTH ROW II 30'-0' EASEMENT 52'-()" APPROV. CIl£YSTIJI£ CENTRE lOlD lBJ FREEo". SUITE 1300 !lAllA5. TX 􀀱􀁾􀁝􀀧 REVISION OOt9 _ URS CORPORATION NOT FOR CONSTRUCTION.
BIDDING, OR PERYIT PURPOSES FOR INTERIM REVIEW ONLY By .P. E. 0 _ ARAPAHO lOAD • PIL\IB III -OP TlON ·C·ORIGINAL ARCH DESIGN WITHOUT SIDEWALK TOWN OF ADDISON. TEXAS SURVEYOR BOUI£VARD
TO ADDISON RONJ URS NO. DATE I 1 I 1 1 I 1I 1 I•􀁾 ______ CONCRETE THRUST BLOCK 􀁾 AT ARCH SECTION ONLY 'iI .' 'i :1 C'i : /􀀧􀁾􀁾􀁩 ••::• 1'-0' SHLDR.---, 􀁾 54' U-BEAM lTYP) /MIDWAY
RD. CENTER PIER lTYP) (4) 5'-0' lSI DRILLED SHAFT 􀁾1.-.. (AT EA. THRUST BLOCK) '-?"--I .. l 1 jr Il .. . : . l􀂷􀁾􀀮􀁷􀀺􀀺􀀻􀀭 /LIMESTONE LAYER i I 1 I I I 1 1 I I I 1 1 I I I I I 1
I I r 4 LANES Cl 11': 44'-0' 48'-0' .. rr JSECTION C-C (AT ARCH) .. 1'-0' SHLDR. II 􀀺􀁾􀁃􀁏􀁎􀁃􀁒􀁅􀁔􀁅 THRUST I BLOCK AT ARCH I SECTION ONLY ...... II 􀁾 II I' II 1>" •.... ) I<{ 􀁾
';>"" 􀁜􀁾􀁩􀀺􀀧􀀺􀀭􀀻 I I 1 1 1 I I I 1 1 1 ! 1 1 I c:>--􀁾 (4) 5'-()" lSI DRiLLED SHAFT (AT EA. THRUST BLOCK) e>...--I 􀁾STEEL TUBE .,,' HANGER ROPE 􀁾 12'-0'... ...." .."-.. (ENVELOPE)
7'-0' (ENVELOPE) b, \Q DWU CLEARANCE ENVELOPE 6' 0.0. WATER PIPE ffil-I " ;J II 1 1 I II ;1 I 1 1 I I 1 1 I I I 1 I I 1 ;1 I 1 1 I I 1 1 •I••I 14'-0' 11'-6' (MAlO I <;> NN 􀁾 c􀁾c§Ia
l 0!i;;;;__Z5 !!!!!!!!!!1!05__ is 20 􀁾􀀡􀀡􀀡􀀡􀀡􀀡􀀡􀀡􀁾􀁩 􀁾 I SCALE. 1':10'-0' D,,;g, ". 0 ...... ....L:Ch::..C::.'_....L.:=::._.J..._...L.__.;.....( ......J_---J
PROPOSED R/W a: • UJ 0•'aa:: -<10 DALLAS AREA RAPID TRANSIT THRUST BLOCK 􀁾􀁁􀁒􀁁􀁐􀁁􀁈􀁏 ROAD STA.60+3J.06 MIDWAY ROAD /f;;''''' STA.IO+Oq,oo i: 11 \ 􀀧􀁜􀁟􀀺􀀢􀀧􀁾􀁾􀁾􀀱 􀁾􀀻􀁬 H 􀁊􀁪􀁉􀀰􀀬􀁾􀁾􀁅􀁦
ill I 􀁾 􀁾 : I f:: i<y", jRAILROAD -..--f---..·--'----.-..-,-------.-THRUST BLOCK PLAN OVERALL BRIDGE LENGTH = 1600'-0· 3 SPANS Q 105'-6" = 316'-6" 114' -0· 105' -6· APPROV. lmYSTIJI€
CENTRE 50'0 LBJ FREE.... SUITE '300 DALLAS. Tx ·75234 650 640 630 620 610 600 590 580 REVISION ARAPAHO ROAD • PIIASB III SURVEYOR BOULEVARD TO ADDISON RO/JD URS NO. DATE ---" I !tPIER
II MATCH LINE 2--11 11 􀁌􀀮􀀼􀁌􀀮􀁾 __ --c---"'----5'-0-l!l DRILLED SHAFT (TYPI STEEL ARCH 􀁁􀀺􀀺􀁾􀁾􀁾 " U II," II ,..􀁾􀁾􀀧 11 -II L.. -ELEVATION 􀁔􀁈􀁒􀁕􀁓􀁔􀀧􀁾􀁾 􀀧􀁾 LAIMPEPSTROOXINMAETE,"\,
B<TLYOPC)K r'\\ --------------LA-YE-R ----' ----,-----7---$,􀂧􀁬􀁾􀁾􀁟􀁾􀁏􀀮􀁾􀀧􀁬􀀡􀁬􀁾􀁄􀁾􀁾􀂧􀁩􀁉􀁌􀁾􀁌􀁾􀀧􀁅􀁄􀀭􀁓􀀭􀁈􀁁􀀺,:La----E-X-'ST::GROUND I (PIER 6 MATCH LINE I -􀀧􀁾􀁾􀀻􀀧􀀬
􀀿􀁾􀁩􀀧􀁻􀁾􀀺􀀧􀀭􀀺􀀢 :'::'::;0 􀁾 􀀬􀀺􀀾􀀮􀁾􀁾􀀮􀀺􀀮 􀁪􀁾 􀀡􀁾 FOR INTERIM REVIEW ONLY f; "",l:;, -OPTION ·C· -􀁾􀀱􀁾􀁩􀁩 􀁾􀁏􀀭􀁔􀀭􀁆􀀭􀁏􀁒􀀭􀀺􀀭􀀺􀀭􀀺􀁴􀀭􀀺􀁾􀀭􀂷􀁏􀀭􀁾􀀭􀀺􀀭􀁏􀀭􀀺􀀽􀁾􀀭􀁾􀀭􀀺􀀭�
�􀂷􀀺􀀭􀁏􀁾􀀭􀁾􀁏􀁒􀀭􀁐􀀭􀁅􀁒􀀭􀀧􀀱􀀬􀀭􀀬 _ 􀁔􀁾􀀺􀀺􀀿􀁩􀁾􀁾􀁾􀁄􀀺􀁉􀁾􀀡􀁅􀁾􀁾􀁾􀁾􀁾􀁓 (:< 􀀻􀀮􀁾􀁾􀀭􀁑􀀺􀀭􀁏􀀬􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭
.,....-__.:.-..L..:. Ch;.:.:;•:...:.:.::..L.::;;::::....:.:::...L==-L-_--1...:::=:.:....J__...J -. ,;..'
NORTH SOUTH ROW ROW i--􀀭􀀭􀀭􀀭􀀧􀀷􀁾􀀸􀀮􀁾􀀹􀁓􀀧􀁟􀀧 1 30'-0' EASEMENT 1'-0' 􀁾􀁉􀀧􀀭􀁏􀀧 SHLDR. 48'-0' 4 LANES Cl II' = 44'-0' 1'-0' SHLOR,-JI1'-0' .I "-0' 54' U-BEAM (TYP) o,N '"
OWU CLEARANCE ENVELOPE 7'-0'12'-0' 􀁾􀀮􀀮􀀮 ... • • J 􀀡􀀱􀀺􀀭􀀽􀁾􀀬􀁾􀀺􀀺􀀻􀀺􀀺􀀢 h<:::::::;:;.;! r;;::J::-:"􀀽􀀻􀀱􀀻􀀺􀀻􀀺􀁾􀀬􀀽􀀻􀀺􀀼􀀢􀀮􀀬􀀮􀁾􀁾􀀬􀁬􀁲􀁾􀀧􀀽􀀽􀁾􀁬l\== ..,.r=""",JWrr􀁾􀁬􀁲􀀽􀁉􀁌􀁾
􀀮􀀺􀀻􀀺􀀺􀀺􀁎􀀬􀀮􀁾􀀺􀀺􀀻􀀺􀀻􀁲 Jr;::J 􀁏􀁉􀁁􀁐􀁈􀁒􀁁􀁇􀁍􀁾 oI !!! (ENVELOPE) III I I II It. PIPE I VARIES I I (14' MAX) II 􀁦􀁦􀁩􀁾 III 6' 0.0. WATER PIPE 􀀯􀀯􀁗􀀾􀀰􀁖􀀯􀁩􀁪􀁁􀀿􀁗􀀩􀁩􀁪􀀦􀀼􀁾􀁾􀁾􀁾
􀁾􀁾􀁾􀀬􀂫􀀼􀁾􀁾 I''';,,,,,; ," .,' '''y)-y»/;> I <//0, II 36'-6' (+/-) (MIN) 􀀭􀀧􀁾􀀷􀀧􀀭􀀰􀀧 lSI DRILLED SHAFT l..--<:) SURVEYOR BlJULEVARD TO ADDISON RON) TOWN OF ADDISON. TEXAS Date
URS CORPORATION APPROV. SCALE PROJECT NO. SHEET NO. I "'0 10' I I llREYSTIJIo£ CENTRE ]010 LBJ FREE.... SUiTE '300 DALLAS. TX 􀀷􀁾􀀳􀀮 REVISION DATE I NOT FOR CONSTRUCTION. BIDDING,
OR PERU IT PURPOSES FOR INTERIM REVIEW ONLY By .P.E." _ -OPTION "0"TIED ARCH DESIGN WITHOUT SIDEWALK ARAPAHO IlCMD • PIIAIB III I Check I Drown URS Chad: NO. DATE Desig\ 20I 10 IS SCALE.
1':10' -0' S oI SECTION B-B c8 cj iII ¥􀁾:::l !,-􀁾u,-l!l 01I5 􀁾'" 􀁾 c .. Q'! c,-􀁾uIIj 􀁾.. <: 2 0 .. .􀁾... II: 2 oll ',"-'t '-0 '0"
NORTH ROW SOUTH ROW 78.95' 30'-0' EASEMENT 53'-0' 52'-0' ri lIi." 􀁉􀁾􀀢 "! • """ lJ1Hl' 1'-0' SHlDR.-,,\ 46-0' 4 LANES Cl 11': 44'-0' .. .... II ., It [1'-0' '-Ji' SHLDR. I)· 􀁾.."..
.. 26'-0' DWU CLEARANCE ENVELOPE I " 7'-0' <;> NN b.!!! (ENVELOPE> 12'-0' (ENVELOPEl 1II I---" ,II ,"I .t I I '"I I 􀁾 IIII r􀁾􀁃􀁅􀁎􀁔􀁅􀁒 PIER CTYPl /MIDWAY RD. I•􀁾 II Iii I I 1 1
1 II I I I I 1 I'.... '":.':14.,..,'-0.=...· -1-----=.;36=-'--=6:-·------------t.e>.................."... (MAlO 001"8 _ URS CORPORATION NOT FOR CONSTRUCTION. BIOOING. OR PE.RMIT PURPOSES
FOR INTERIM REvIEW ONLY By .P... 0 _ I /L1t.1ESTONE •· LAYER I• I I I I I I III I I 1 I I 1 1 I I I II I I I I 1 1 I 1 1 I I I I I I II 1 •• I· 1 I 1 1 1 I I 1 I I 1 1 I I 1 I 1 1 I:
I 6' 0.0. WATER PIPE : I 1 I I I I 1 I I I 1 I I I I 1 I I I 1 1 1 1 1 I 1 I I I I I 1 1 1 1 1 I I I I Cll[YSTIJNE CENTRE 3010 LBJ FREE.AY, SUITE '300 DAlLAS. u: 􀀷􀁾􀀳􀀴 NO. DATE URS
REVISION APPROV. -OP TlON "0"TIED ARCH DESIGN WITHOUT SIDEWALK AIlAPAIID KOAD • PIIAIB III TOWN OF ADDISON. TEXAS SURVEYOR BOUl£VfJRD TO ADD/SON RON) SECTION C-C CAT ARCH) 􀁾 c􀁾 ,:!?
u􀁾􀁾􀁾 .... l 88", $i 􀁾 "! seAL EI 1':10'-0' 􀁾􀁾􀁾 􀁄􀁥􀁳􀁾 " ...... 1l'I Check /00'--...L.__....L..;...;.;._........_ ..........._ .....__......._---'
NORTH ROW SOUTH ROW 30'-0' EASEMENT ·•􀁉􀁦􀀮􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁉78􀀭.95􀀭' 􀀭􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁟􀁟􀁟􀁟􀁟􀁟􀁴 I 48'-0' 1'-0' 1'-0' r-I'-O' SHLDR. I
4 LANES Il I\' = 44'-0' "-a' SHLOR.-'-a' (, 54' U-BEAM lTYP) IN '" I OWU CLEARANCE ENVELOPE (, I !!! 7'-0'12'-0' (ENVELOPE) . . .. .. 􀁾 􀁾 P 9 􀀮􀀮􀀬􀀺􀀭􀀺􀀺􀀺􀀺􀀻􀀺􀀺􀀺􀀽􀀺􀀺􀀻􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀻􀀻�
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: D1APHRAGM-='/IIIIIIIIII I It. PIPE VARIES I I (14' MAX) 􀁦􀁦􀁩􀁾 •I•II 6' 0.0, WATER PIPE 􀀯􀀯􀀾􀁕􀀾􀀰􀁖􀀯􀁖􀀯􀀨􀀯􀁁􀁉􀀯􀀧􀁩􀀡􀀯􀀾􀂫􀀼􀀼􀀼􀀼􀀼􀀼􀀼􀁾􀀧􀂫􀀼􀀼􀀺􀀺􀀺􀀼􀀧􀁾􀀼􀀺􀀺􀀺􀀼􀀧􀁾􀁾
1''\,,'\ ,,". .,".,". ,,'V>::y-;y;;:-I "'//.0Y. II 36'-6' (+/-) (MIN) SECTION B-B I --r---7'-O'lSI DRILLED SHAFT l-,<) FOR INTERIM REVIEW ONLY By ,P.E. " _ URS CORPORATION 001'8 _ NOT
FOR CONSTRUCTION. BIDDING. OR PERMIT PURPOSE.S NO. DATE REVISION APPROV. URS CREYSTllI€ CENTRE ]010 LBJ 􀁾􀁒􀁅􀁅􀀮􀁁􀁙􀁉 SUiTE 1300 DALLAS.. TX 􀀷􀁾􀁝􀀢 ARAPAHO ROAD ........ III SURVEYOR
BO/Jl£V/>RD TO ADDISON ROAD TOWN OF ADDISON. TEXAS -OP TlON ·C·ORIGINAL ARCH DESIGN o, 5 10 WITHOUT SIDEWALK SCALE. 1"=10'-0" IS 20I Desq, 􀁃􀁨􀀦􀁾􀁫 I Dro..." I Check I DATE SCALE PROJECT
NO. SHEET NO. I ,.'" 10' I I
NORTH ROW 78.95' SOUTH ROW II 30'-0' EASEMENT 52'-0' DOTO _ URS CORPORA T I ON FOR INTERIM REVIEW ONLY By .P. E. " _ RUST BLOCK TlON ONLY (MAlO .: STEEL TUBE ARCH 􀁾I HANGER ROPE ________
i --.... ,I.. ' I 48'-0' iI'-g' rl'-O' 1'-0' ill SHLOR. 􀁓􀁈􀁌􀁏􀁒􀀮􀁾 􀁉􀁾􀁾􀁏􀁾 4 LANES II II': 44' -D' \ l'cO' , .•... i I····· II'. 􀁾 • • • • ! ii 1 Iii '--' r 1 􀁾 ,"". .,' DWU
CLEARANCE ENVELOPE II 1\ rr 􀁬􀁾 ., r I: \... II l 1 J, :i...l II J 􀁾􀀢 􀀮􀁾􀁴􀀮􀁉􀁬􀀬􀀮􀀮􀀮􀀮􀀬 ..,,,,,,,. ,___,.,_t... '!;.:H:,"'-' .-,'_c 􀀧􀀻􀁾􀀺􀀼􀀺􀁬􀀻􀀬􀀢􀀢􀀢􀀧􀀻􀀧 􀁾􀁾􀁾􀀮􀀬􀀭􀀬􀀭􀀧
􀁾􀁾􀁾". '-BE" "'" iIi j I 7'-0' 􀁾 :-.r. (ENVELOPE) 􀁾􀁷 .. 􀁾􀁾 "-b 12'-0' 􀁾 CENTER 􀁾􀁃􀁏􀁎􀁃􀁒􀁅􀁔􀁅 TH '" I (ENVELOPE! PIER lTYPI AT ARCH SEC I 􀁾 , I 􀁾 􀀺􀁾􀁃􀁏􀁎􀁃􀁒􀁅􀁔􀁅 THRUST
I BLOCK AT ARCH /MIDWAY RD. I SECTION ONLY I . . .. . . ...... .. I .. .'-'.' «'0'U>V>:0􀁬􀀾􀁕􀀧􀀾􀀰􀀧􀁾􀁾􀂫􀂫􀁾 􀁾􀁾􀁶􀀧􀀰􀁹􀀯􀀾􀀰􀀧􀁖􀀯􀀾􀁙􀀯􀀾􀀰􀀧􀀾􀂫􀀬􀀥 􀁾􀁾􀁾􀁖􀁎􀁘􀀯􀀯􀀨􀀯􀀩􀀰􀀨􀁾􀁾􀁾􀁾􀀧
I 􀁾􀁾 ,,\ /,'\/)::Y).':Y 􀁾􀀩􀁜􀁹􀁾􀀯􀀢 <'Y» h. /' 􀁾􀀬 /\Y/;:Y/I I II 6' 0.0. 􀁾 PIPE I WATER PIPE II ffi 􀁾 " 􀀩􀁾 /Ut.£STONE LAYER II 1 1 I I I I 'I 1 I 1 i 1 I I 1 1 I I I I I I
I 1 1 1 1 1 1 1 I 1 1 I I 1 1 I I I I ;1 I 1 I I I 1 I I I 1 I I I I i 1 I I I I I 1 I I I I 1 I 1 I I I I I I I ;1 1 I 1 1 I I 1 1 I 1 I 1 I I I I 1 1 1 I I I II􀁾 (4) 5'-0' til DRILLED
SHAFT 􀁾 (4) 5'-0' til DRILLED SHAFT 􀁾C"":>... I 􀁾 I (AT EA. THRUST BLOCK> (AT EA. THRUST BLOCK) --:-_ I -. 14'-0' 11'-6' I I I I o, N(\I NOT I=DR CONSTRUCTIDN. BIDDING. DR PERMIT
PURPOSES NO. DATE REVISION APPROV. ARAPAHO ROAD • PIIAIB III SECTION C-C (AT ARCH) URS CiA£VST_ CENTRE SO'O LBJ FREEWAV. SUITE '300 DALLAS. f)( 7!t23. -OP TlON ·C·ORIGINAL ARCH DESIGN
WITHOUT SIDEWALK SURVEYOR BOUl£VNW TO MOlSON RON) TOWN OF ADDISON. TEXAS 20i 5 10 15 .􀁾...... II: .. '􀁾" 􀁾􀁾 0 &§l ! 􀁾 􀁾 ;; SCALEI 1':10'-0' 􀁾􀁾 iJ Des9'1 􀀺􀀺􀀺􀁡􀁾􀀬􀀭􀀭 􀀮􀀮􀀮􀁊􀀮􀀬􀀻􀁃􀀻􀀻�
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THRUST BLOCK rRAILROAD 0: • w 0'0: • 0: -<IX) DALLAS AREA RAPID TRANSIT • .--.-------. ---..vr 1_-. 516-1􀁾􀁲􀀭􀀮􀀮􀀮􀀮􀀮􀀮􀀬􀁬􀀬􀀻􀀮􀀬􀀱􀀭􀀮􀁾 • 􀁾..􀁾􀀮􀀺􀀢􀁉 􀁾􀁴􀀷􀀧__---ii"" _--='===
..􀁾􀀮 .' .•-=1::' 􀀭􀁾􀀭􀀢􀀧􀀢􀀭􀀧􀁯􀀭􀀭􀀭􀀭􀀧􀀭 .. " c • ,<.X.i. PLAN OVERALL BRIDGE LENGTH = 1600·-0-3 SPANS Q 105'·6-= 316'-6-174' -0-105· -6-APPRQV, GRE,YSTDNE CENTRE 3010 LBJ FREEWAY.
5UITE 1300 DALLAS. TX '!t234 650 640 630 620 610 600 590 580 REVISION ARAPAHO ROAD -PHASB III -OPTION ·C·ORIGINAL ARCH DESIGN WITHOUT SIDEWALK SUF1VEYOR BOULEVARD TO ADDISON ROAD TOWN
OF ADDISON. TEXAS URS Desiq1 _ NO. DATE lkPIER II MATCH LINE 2-Date URS CORPORATION NOT FOR CONSTRUCTION. BIDDING. OR PERNIT PURPOSES FOR INTERIM REVIEW ONLY By .P.E.· _ STEEL 􀀮􀁁􀀺􀀺􀁾􀁾􀁾
􀁾 II . "<:::: ELEVATION 􀁾􀁾􀁾􀁾􀁾􀁔􀂷􀁾 􀁾 } 􀁾 􀀯􀁾􀁾􀁾􀁾􀁾􀁔 <TYP) .//11\\ ---.------------fA 􀁾 􀁾 _ -􀁾􀀭􀀭􀀭􀀭􀀷􀀭 : 􀁾􀁦􀁴􀀢􀀧􀀺􀀢􀀢􀀧􀁟􀁾􀁾􀀭􀀭􀀭􀀭 --􀀭􀀭􀀭􀀺􀁾􀁾􀁾􀁾􀁾􀁾􀁾
--I ---I 􀁾􀀧􀀭􀀱 􀁾 ""---5'-0' III DRILLED SHAFT <TYPI I 􀁾􀁌􀀮􀀮􀀱 EXISTING GROUND ""'-"C APPROXIMATE\ LIMESTONE LAYER ------------.--------------l-a 7'-0' III DRILLED SHAFT <TYP)
------------lkPIER 6 MATCH LINE 1--650 640 630 620 610 600 590 580 c􀁾 '-! c2: 8... i,:::J .. <> 􀁾􀁾SII: III <> 􀁾􀁾􀁾c" Ig l .Ii l; 􀁾 8 􀀺􀀺􀀻􀁾􀁌 ---l..:::::::...:.::.JL...::::::....:==..L..:.::.
:::...L.._----'-_==:=::....J__.J
30'-0' EASEMENT SOUTH ROW i-' 􀀭􀀭􀀧􀀭􀀷􀁾􀀸􀀢􀀽􀁟􀀽􀀧􀀹􀁓􀀧􀁟􀁟􀀧-------------------1 I 1 , 1I NORTH ROW 1'-0' .--1'-0' SHLOR..... 48'-0' 4 LANES Cl II' = 44'-0' .. 1'-0' 􀁓􀁈􀁌􀁏􀁒􀀮􀁾
I, , 1'-0' I '-0' ?NN I DIU CLEARANCE ENVELOPE oI 􀁾 7'-0'12'-0' (ENVELOPE) i--'L r" : 􀁏􀁉􀁁􀁐􀁈􀁒􀁁􀁇􀁾􀁾 1111IIIII1 1\ 􀀬􀁾􀀮􀁪􀁲 􀁾 1,\ r ITYP) I.• VARIES (14' MAX) I Ii PIPE j 􀀯􀀩􀀧􀀰􀀾􀁖􀀯􀁖􀀯
􀁩􀁪􀀩􀀰􀀾􀁖􀀾􀁙􀀿􀁩􀀼􀀯􀀯􀁊􀀰􀀮􀁾􀀮􀁾􀁾􀁾􀁾􀁾􀀧􀀰􀀮􀀮􀁾􀀧􀀼􀀮 1''\'''\''''. ,,". ,,". ·'YAY»)'.> 1 </.<0<· 11 36'-6' (+/-) (MIN) "-r-------7' -0' lSl DRILLED SHAF T 􀁾 , 6' 0.0. WATER
PIPE TOWN OF ADDISON. TEXAS SURVEYOR BOUl£VMD TO ADDISON RO/JD 00't8 _ URS CORPORATION APPROV. SCALE PROJECT NO. SHEET NO. I 􀀬􀀢􀁾 10' I L CiREYSTII'E. CENTRE 3010 LBJ FAEEWAV. SUITE
1300 DAlLAS. TX T!>2]' REVISION DA.TE I NOT FOR CONSTRUCTIOHw BIOOING. OR PERMIT PURPOSES FOR INTERIM REVIEW ONLY By .P.E," _ -OPTION "0"TIED ARCH DESIGN WITHOUT SIDEWALK AIlAPAIIO ROAD
• PIIAIB III I Drown I Chl:ck URS NO. DATE Check Dcsic}1 20i 10 IS SCALE. 1"=10'-0' 5 o! SECTION B-B cg9 ibII 9:::> •c"8cu"􀁾ciii !i 0II: 􀁾C Q. CII: C".o.n. u!!j li1 Q. c<:: l .'i.!.
''"ll Q 􀁾 􀁾 " 0
NORTH ROW SOUTH ROW 78.95' 30'-0' EASEMENT •I 26'-0' DWU CLEARANCE ENVELOPE I.: STEEl TUBE ARC" 􀁾􀁈􀁁􀁎􀁇􀁅􀁒 ROPE 􀁾 [ 1'-0' SHLDR. • 53'-0' 52'-0' 48-0' 4 LANES a II' = 44'-0' • ..
1'-0' SHLDR.-,\ .. II-·,,• ·I 1'-0' ill 1'-6' I••i ! ·•I•·I ·•• I • I I 7'-0' I • 0 -:.--I (ENVELOPE! 1'-'0-1 N I N I I 12'-0" "-0 (ENVELOPE) I ;!; , I I􀁾I '" I I I 􀁾􀁃􀁅􀁎􀁔􀁅􀁒 I
I 􀁾 \ I I PIER lTYP) II I /MIDWAY RD. I I II I .. , . " .. 􀁾 :'...' '.. -. ":".".. . . ." . .', ' :," : .' .",: .' . .. . . .. ..... .. -. -" .. ",. . •il--__􀀭􀀭􀀧􀀺􀀭􀀧􀀱􀀴􀀮􀀭􀀺􀀭􀀺􀀭􀀰􀁾􀀮
_I__-------------=..:36=--,---=6'---"􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁲􀁾􀀧􀁟􀀢 (MAlO APPROV. CAEYSTIII£ CENTRE ]OlD LBJ FREE.AY. SUITE '300 DALLAS. TX 7S2l4 REVISION URS CORPORATION 001'9 _ NOT
FOR CONSTRUCTION. BIDDING. OR PE.Rt.lIT puRPOSES FOR INTERIM REVIEW ONLY By .p, E, " _ -OPTION "0"TIED ARCH DESIGN WITHOUT SIDEWALK ARAPAHO ROAD • PIIAIB III SURVEYOR EJ(}(JLEVARD TO
ADDISON RON) TOWN OF ADDISON, TEXAS URS Desq, NO. DATE ChecJl 20i 10 15 SCALE, 1"=10'-0' 5 ••I•• I·•II I I II I I I II I •• I· /L1MESTONE LAYER o! I I I I I I I I I I I I I I I I I I
I I I I I I I I I I I I I t I I I I I I I II I I I I I II I I I I I I I I I i I I I I I I SECTION C-C (AT ARCH) 􀁾􀀧􀀰􀀧􀁖􀀯􀁘􀀿􀀰􀁾􀀩􀁩􀁪􀁾􀁾􀁾􀁾􀁾􀁾􀁜􀀻􀀼􀀱􀂫􀀼􀁾􀁾􀁾􀀧􀀰􀁶􀀯􀀩􀁩􀁪􀂻􀀩􀁩􀁪􀀾􀀿􀀯􀀾�
�􀀻􀁾􀀼􀀻 ""/,',>0>;:"/>::/)\y»/)\y)\y>:--> 'v>::), I I 􀁾 PIPE IIIIIIII I I 6'0.0. WATER PIPE I I I I I I I I II I I I I I I I I I I I I I I I I I I I I I I I I I c􀁾 ... '8II l: 􀁾:::>
•'.."-􀁾e...>-l!l I'"i 􀁾II: 􀁾C Q. CII: C..-l'"-e.> 􀁾0II: Q. 􀁾C> l 􀁾... 􀁾 Ii! '.."..--:0!!
DIRECTION OF S AllONING 62 ---.. 􀀧􀁉􀁉􀀭􀀭􀀭􀀫􀀻􀀧􀁾 􀂷􀂷􀂷􀁲􀁒􀁁􀁉􀁌􀁾􀁏􀁁􀁄 :.\' 􀀧􀀢􀁾 􀁾􀀺􀁾􀀱􀁊􀁛􀁾􀀭􀀧􀀺􀀡􀀺􀀡􀁾􀁾􀀧􀀮􀁾􀀮􀁾 . . ··-·-···--····-·f··-'····· " .; , C " ( , c !£i------,
---/i i ARAPAHO ROAD 1--L SlA.60+31.06 j 􀁾 􀁾 􀀭􀁾􀀭􀀭􀀧􀀢 MIDWAY ROAD , '11 i 􀀢􀀬􀀬􀁾􀀢 STA. 10+00.•00 f .r .1 􀁜l􀁾'􀁾􀀧􀀮􀀢􀀽􀁾􀁾􀀽􀁾􀀺􀀱􀂷 􀁲"􀀮􀁾 , "' r; 􀁾 j 􀁾 ;/DALLAS AREA
RAPID TRANSIT "._---.. _ 􀀭􀀭􀁾 -----" ..􀁾􀁾􀀭􀀭􀀭 􀀭􀁾􀀭􀀭 ---􀀮􀀧􀀭􀁾􀁾 􀁾􀀭 a: 0" -UJ ,'aa:: -<10 • ---_..... _---PROPOSED R/W 56 .-...􀁟􀀭􀁾 --􀁾 ?----··sf--------------------"'1-m
-,,'. Z 􀁾 -+ !I.--------==;:-;::-;f. -------------f.*􀀭-􀀭􀁾<'= 􀁾􀀭􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀬􀀮􀁾􀀭􀀭􀀭􀀭􀀱􀀭􀁣􀁬􀁡􀁴􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀽􀀭􀀬"I.""., ---'--ur(J'I "C'CO 􀀭􀀭􀁾􀀢􀀭􀀭.......􀁾
􀀮􀁾􀁾􀀭 PLAN OVERALL BRIDGE LENGTH = 1600'-0· 3 SPANS 0 105'·6" = 316'·6" 174'-0" 105' -6" APPROV. GREYSTIlNE CENTRE 3010 LBJ FAEEWAY, 511ITE '300 DALLAS. 1X 7&23. 650 640 630 620 610
600 590 580 REVISION -OPTION "0"TIED ARCH DESIGN WITHOUT SIDEWALK ARAPAHO ROAD -PHASB III SURVEYOR BOULEVARD TO ADDISON RON) . TOWN OF ADDISON, TEXAS URS NO. DATE Chl!lll:k -DesN;rt
--ItPIER II MATCH LINE 2-Date URS CORPORATION NOT FOR CONSTRUCTION. BIDDINC, OR PER"'IT PURPOSES FOR INTERIM REVIEW ONLY By .P.E. " _ STEEL ARCH ---------f-----ELEVATION r B ,---. .
LAIPMPE.RSTOONXEIMAT. E\... :. --LAYER ---7-.--------' ------------􀁲􀀭􀀡􀁾􀀬􀁾􀀬􀁾􀀬􀀵􀂧􀁾􀀬􀁾􀀬---------􀀭􀁾􀁾􀁾􀁾􀁾􀁾 1"0' • DRILLED SHAFT ITYPlLa EXIST:G GROUND I ItPIER 6 MATCH
LINE I -650 640 630 620 610 600 590 580
)
CRAILROAD I 􀁟􀁾􀁟􀀭􀀭__------------------------_____ C_60__"_W_A_T_E_R -I_-I_PR_0_P_0_SE_D_R_/W -----------=*􀁾=􀀽􀁴􀀽􀁾􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀁆􀀭􀀭􀀭􀀭􀁾􀁾􀁀􀀭􀀻􀁒􀀻􀀮􀁈􀁯--:;;t 􀁾 t1---􀁾􀁾
􀁾 􀀭􀁾 􀁾 􀁾 􀁾􀁾􀀭􀀭􀀭 􀀭􀀭􀀽􀀺􀀻􀁫􀁾 􀁾􀀭􀀭􀀭􀀭􀀺􀀽􀁲􀁴􀀽􀀽 k=====[=======-======= ===== .-;-Ii \ r -----r-... .,c \ /Ii·" ..:1:-----... 􀀭􀁾....; .. .... DIRECTION OF STATIONING
r-----------. 57 1----. ---\.-\ . \ q: PIFR .'5 STA.56+64.00 PLAN 650 640 630 620 610 600 590 580 OVERALL LENGTH OF BRIDGE = 1600' -0" 7 0 r/J DRILLED SHAF -'\ RETAlNIWd WALL .. 4 SPANS
@141'-0" = 564'-0" FFBW END BENT 1----f£ PIER 5 MATCH LINE II I I I I I I I I I I I I I I I I I I I I I I I I I I , I I I I I I I I I I I I I I: I I 􀁾 , I 􀁾 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭
􀁾􀀭􀁉 I -----[4= ___ ---.J L ______ ---􀀭􀀭􀀭􀁾 􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁬􀁾􀀭􀀭􀀭􀀭􀀭􀀭 ill , EXISTING GROUND] J I 􀁾 b.. ,-" T fTYP) 650 640 630 620 610 600 590 580 ELEVATION
If. PIER 9 STA.62+62.00 o o 􀁾 --,-,---J !iJ;: 0-"" I, -, 2 -, --7,/::=--",J---r ;' i 􀀭􀁾􀁲 ...,/' --, Il--J---I􀀢􀁾􀀧 Ii IgI"II ,􀀡; 􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀁉,􀀭􀀭 􀀭􀀭􀁾􀀭􀁾􀁔􀀭􀁾􀁾􀀽􀀽􀁾􀁔􀁾􀀽􀁢􀀻􀁫􀁾􀀭
􀁬􀀺􀀮􀀭 7 􀁁􀁒􀁁􀁐􀁾􀁾􀁴􀁊􀁾􀁏􀁁􀁄 􀀭􀀭􀀭􀀭􀀭􀀬􀀭􀁾􀀧􀁌􀀡 /1/!"'__ ',> t" STA60+3106 iii, !'i,"':) ,1 . , iii ---------til l ' If. MIDNAY ROAD i ' i , ft' , i ,I i'" 0--0-' /?""STA.
10-+<J0.00 i , I I :1 i i /l' U\ fell :/1,' i 1.;,,_ ,". i , t.u ! II 􀁊􀀢􀀬􀀬􀀧􀁾 i PROPOSED R/W ---, -----j--Cl ... : '" PIER 5 􀀱􀀭􀀽􀀭􀀭􀀭􀁲􀁩􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀱􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁦􀂷􀁾􀀭􀀭�
�􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭 􀀭􀀬􀁾􀀭􀀺􀀺􀀻􀀮 \ ! i Ilil,.11 J 1\''-1. I' ///?--i DALLAS AREA RAPID TRANSIT ---' ·\1 􀁌􀁾 􀁾􀁈􀁾􀁉 n{,'1 ! jRAILROAD --_--􀀮􀀮􀀮􀀮􀀡􀀺􀀡􀀺􀁾􀁾􀁾􀀧􀀡􀁅􀀮􀀺􀀮􀁾􀁾􀁟􀀺􀀮􀀮􀀡􀀮􀀡􀀡􀀮
􀁟􀁾􀁾􀁾􀀡􀁟 􀁟􀁟􀁟􀁟􀀧􀁟􀁟􀀽􀀽􀀽􀀽􀁩􀀽􀁦􀁾􀀽􀀽􀀺􀀺􀀻􀀺􀀺􀀺􀀺􀀺􀀺􀀽􀁾􀁅􀀽􀀽􀀽􀀽􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀁾􀀬􀀭􀀭􀀫􀀬:i=,:i=Jt=,=1:,:+=-=-=-------c/-I------------------------'I (f7I\ 􀁾􀀬􀁬􀁦􀁌􀁬􀀬􀀺􀀺􀀡􀀡
----------------------------------------------0 I .-., If ,I.; 􀁾􀀬􀁉 '1 . I , , I I , I, 􀁾 i Cl ! j! ..-__ 60" WATER PROPOSED R/W "I il· I "Ji lI I 􀁾 ! I' 􀁾􀀺􀀻􀁝􀁾􀀬 ..," ..-,,,-----------------
-􀁾 􀁾 􀁾􀁾􀀬􀁾􀀮 J i 􀀾􀀭􀁾􀁩 􀀯􀁾 ,'/...., _ --------___ 􀀬􀁾 'i I ; .. _--, . 􀀧􀀼􀁴􀁾 I; 1------.: _ 􀁾􀀽􀀽􀁟􀀭 􀁣􀁩􀀭􀁾􀁚􀁯 􀁾􀀽􀀭􀀭􀀭􀀭 􀁾􀁾􀀭􀀭􀁾􀀭􀀼 • L --􀁟􀁾􀀭􀀭􀁾 ..":J 􀀮􀂷􀁤􀂷􀁊􀀭􀀭􀀭􀀭�
�􀀭􀀭􀁪􀀭􀁬􀀱􀁾􀀭􀀭􀀭􀀭 􀁒􀁲􀀬􀁾􀀺􀁾􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀢􀀭 ---< -. ------------------------= ====! 􀁾􀀽􀀽􀁻􀀬 􀁾􀀽􀀽􀂷􀀽􀀽􀀽􀀽􀀽􀁟􀁟􀀽􀀻􀁾􀁾􀁒􀀷􀁩􀁩􀁄􀀽====-== == ==---􀁩􀁾􀁾 􀁪􀁾􀀭
-+tV==t -------------i S-􀁾􀁾 􀁾􀁲 j---'_______ i!e I: I , , _ 􀁾 I PLAN OVERALL BRIDGE LENGTH 1600'-0" 141 '-0" 141 '-0" 170'-0" 146'-0" If. PIER 5 MATCH LINE If. PIER 9 MATCH LINE
2 650 640 630 620 610 600 590 580 ------------7'-0" I/J DRILLED SHAFT (TYP) ------J--EXISTING GROUND = 􀀵􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭 1f'(J 􀁾􀀼􀀺 􀀭􀁾 650 640 630 620 610 600 590 580 ELEVATION
If PIER 9 STA.62+62.00 o o !-;J': " ! 1 I, 0--l..." ff I I-=---t-\------f------------li---------------j----//I n 􀀮􀁾 􀁲􀀭􀀭􀀭􀀭􀁾􀁊􀁯􀀭􀀭􀀭􀀭􀀭􀀬 I -1'\ 􀁭􀁾􀁅􀁤􀁔􀁉􀁏􀁎 OF STATIONINGr---------...
􀀭􀀭􀁣􀀮􀀺􀀮􀀮􀀮􀀮􀀬􀁾􀀢􀀧􀀢􀀢􀀧􀀫􀀽􀀭􀀮􀀮􀀮􀀢􀀻􀀬􀀬􀀮􀀮􀀭􀀭􀀭􀀭􀀭􀀭􀀧􀁆􀀭􀁴􀀭􀀧􀁾􀀽􀀭􀀭􀀧􀀻􀀺􀀭􀀭􀁴􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀫􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀬􀁾􀁯􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀮􀀺􀀭􀀭􀀭􀀭􀀭􀀭 -I I !r I ji
! 􀁾􀁉 V>rl: 0 62 " ..n , --"'f\'-1"\􀀢􀀴􀀭􀀭􀁬􀀶􀀺􀀮􀀮􀀮􀀮􀀺􀀳􀁾􀀭􀀺􀀺􀀺􀀺􀀮􀀭􀀭􀀽􀀺􀀺􀀺􀀮􀀮􀀺􀀮􀀮􀀮􀀮􀀺􀀮􀀮􀀭􀀮􀀺􀀮􀀮􀀮􀀺􀀮􀀺􀁾􀀧􀀭􀀧􀀭􀀭􀀢􀀭􀀭􀀭􀀭􀀧􀀭􀀭􀀭􀀭􀀭􀀭􀀽􀀽􀀭 􀀫􀁟􀁾􀁟􀀽􀀽􀀽􀀷􀀭􀀭􀀺􀀽􀀺􀀭�
�􀀭􀁟􀁾􀀭􀀱􀀵􀀵􀀮􀀱􀁔􀀱􀁲􀁩􀀭􀀬􀁾􀁾 __􀁾__􀁾 I -+-c ---:-::------! IH---t -tt',--t -----------+ ----------􀁾 􀁾1T-r\,"--= r I II! i 􀁾􀀭􀀭􀀭􀀱􀁾􀀧􀁾􀀭 I ! L_..:' 􀁾􀀭 :.:'-:'::'-=-0=-=-":';-,-=-='-::
':--==.:.:-􀀭􀀺􀁐􀁣􀁴􀀺􀀽􀀻􀀮􀀽􀀭􀀭􀀽􀀭􀀭􀀽􀀽􀀭􀁱􀀽􀀽􀀭􀀽􀀭􀀽􀀭􀀭􀁲􀁲􀁣􀁴􀀺􀁾􀀭􀀺􀀺􀀧􀀺􀀺􀀭 -=,.:.:;::.::-=--::.:-c::-::.;-:.::-=-:..:-c::.-=-:.::-..:.;--=-=.-.:.:--=-.:.:--:'::-=-:-:":-F:':"=:'::':'
:=-=-:'=':":":=..::.j:-=-::';-:':-=-:":-:'::-=-:';-;:'--=-=--::.::--=--;---:f-=-t=-----􀁾->;-/::--=-=-''=iJ---f----i IJ I 111 􀁾 -------J. -{. g ! 􀁟􀀮􀁾􀀧􀀺􀀺􀀢􀀧􀁅􀁐􀀮􀀧 􀁁􀁒􀁁􀁐􀁾􀀩􀀻􀁲􀀻􀁾􀁁􀁄
􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁩􀀭􀁾􀁗􀁌􀁬 I:1'Ii <!) i--v J ! fft 􀀡􀁾􀁟􀁟􀁟􀁟I ! : 􀀨􀀧􀀩􀁾􀀭 i STA.60+31.06 I 'i 􀀧􀁾􀀡iI ! -i 􀀬􀀭􀀮􀀢􀁾􀀧 ''''''''c.. 􀀭􀀭􀁓􀀻􀀺􀀧􀀺􀀮􀀭􀀭􀀭􀀧􀀭􀀭􀀧􀀷􀀽􀀧􀁲􀁜􀀭􀀭􀀫􀁾􀁾
I[ MIDNAY ROAD ! i j ;" .; r ! gi" 0-";-' PIER 5 ,;;"",,STA.IO+OO.OO i I 9:1 i . 1 STA.56+64.o0 PROPOSED R/W 1':: '\ I) 1 III: 􀁾 􀁜􀁩􀀮􀀮􀁾 .-I. i ,t., !,{!(j\o,". i PLAN OVERALL BRIDGE
LENGTH 1600'-0" 141'-0" 141 '-0" 170'-0" 146'-0" If PIER 5 MATCH LINE I I[ PIER 9 MATCH LINE 2 650 640 630 620 6/0 600 590 580 7'-0" rp DRILLED SHAFT (TYP) ------]--EXISTING GROUND 650
640 630 620 610 600 590 580 ELEVATION
􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭 ------------------------􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀽􀀭􀀭􀀭􀀽􀀭􀀽􀀭􀀭􀀭􀀭􀀭􀀽􀀽􀀽􀀽􀀭􀀭􀁟􀀯􀁾
__ __ _ , 􀁾􀀽􀁾􀁾􀁾􀁾􀁾 -"= ci-----.to 􀁾 . I' • ." 􀁃􀁾􀀢􀀢􀁾 '-. , 􀀭􀁾􀁾􀁟􀀭􀀬􀁾􀁉􀀧􀀢􀀢􀀧 I 􀁯􀀺􀀭􀁾􀁾 " ----------------------------tf-􀁾􀀭 -' 􀀭􀀭􀀭􀀧􀀭􀀫􀀭􀀱􀀽􀀫􀁴􀀭􀁾 -==--=-________n
I I _ 􀁾 ,-'4.J '-J:=!:::::=::_ 0:: g ---c---T---;-= 􀁾 _ 􀁟􀁉􀁟􀁾 --J.-+' --􀁾 􀀬􀁉􀁾 􀀭􀂷􀀧􀀭􀀭􀀮􀀭􀀭􀀭􀀭􀀻􀀭􀀾􀀭􀀭􀀭􀁬􀀭􀁾􀀭􀀧 􀁾􀀭􀀭􀀭􀀧􀀼􀁬􀀺􀀭􀀭􀀮􀀮􀀭􀀬􀀬􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭 -------'"1
0----,\;1-+-----i Ii -----------/------\/J Cl:l ---=::::...:::: --􀀭􀀬􀁾􀀬􀀭 -I" --11' I I I I I 􀁾􀁉 I ; :􀁾 "I c -􀁾 ,;-----....... ------! i, j 􀁦􀀻􀀻􀀺􀁾􀁾􀁩􀀻􀁾􀁬􀀭 ---􀀭􀀧􀁾􀁬􀁬􀁦
􀁾􀀡 􀁾 􀁩􀁍􀀺􀁾􀀻􀁾􀀺􀁾\0 􀁌􀁾􀁾􀀧􀀭􀀭 --.--􀁜􀀧􀀭􀁐􀁬􀁾􀁒 (i 􀀭􀁲􀁬􀀭􀁴􀀫􀁴􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀽􀀭􀁾􀁜􀀭􀂷􀀭􀀭􀁾􀀭􀀥􀀭􀁾􀀭􀀭􀁾􀀭􀀻􀀭􀀯􀁾􀁄􀀭􀁾􀁅􀀸􀁅􀁎􀁔 /2 STA. 65+54.00 S I A. bf +UU.UU
PLAN 650 640 630 620 610 600 590 580 􀁾􀁆􀁆􀁂􀁗 END BENT Q I I I I I I I I 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀁾􀁾􀀭􀀭􀀭􀀭􀂭 , I I I II iol 3 SPANS t:! 146' 0" -438' 0" I I I I I I I I 􀁾􀁉 -JJJII
II I I I I I I T I I I ___________________􀁾􀁏􀁖􀁾􀁅􀀺􀀮􀀡􀀮􀀮􀀮􀁒􀁾􀁁􀁟􀀧􀀽􀀧􀁌􀁌􀀽􀁟􀁟􀁟􀁟􀀧􀁟􀀺􀀺􀁌􀁅􀁾􀁎􀁾􀁇􀀮􀀡􀀮􀀮􀀮􀁔􀀧􀀮􀀲􀀮􀁈􀁟􀀧􀁏􀁾􀁆􀁟􀁟􀁟􀁟􀁟􀁅􀀮􀁂􀀧􀀺􀀢􀁒􀁉􀀧􀀮􀀧􀀺􀀡􀀮􀁄􀁇􀁾􀁅􀁾􀀭􀁾􀀯�
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58'-0" [ 1'-6" /'-6" 1'-6" 8'-0" SHLDR. 4 LANES (IJ II' = 44'-0" 􀁓􀁈􀁌􀁏􀁒􀀮􀁾 1'-6" SIDEWALK • • ... ... TYPICAL SECTION 7'-0" I/J DRILLED SHAFT ITY?)
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􀁐􀁁􀁈􀁏􀁒􀁏􀁁􀁄􀀭􀀭􀁻􀁾 􀁻􀁾􀀭􀀭􀀭􀁟􀁔􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭 =--i. --=-= -= -=---------:---I ' I PLAN OVERALL LENGTH OF BRIDGE 1600' 0 f£ PIER 6 MA TCH LINE
1-5 SPANS f1} 105' 6" -527' 6" FFBW END BENT 􀁉􀁟􀁲􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀽􀀧􀀭􀀮􀀮􀀮􀀺􀀿􀀡􀀮􀁾􀁾􀁾􀁊􀀮􀁾􀁾􀁾􀁾􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭�
�􀀭􀁾 650 640 630 620 610 600 590 580 11 , :1 I ---\--: 􀁾􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀁩􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁴􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁪􀀭􀀢􀁾􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀁬 RETAINING WALL 7'-0" I/J DRILLED SHAFT (TYP)
_____] 1 EXISTING GROUND J 650 640 630 620 610 600 590 580 E
LEVATION(f PIER II STA.62+23.50 rRAILROAD I 􀁾􀁉 I III i--------i-----------LUi ! !11: or--I uti----.. III!0-I f It' i .--____.. i !, , i i"!􀁾􀀧Ii', tI-!J. I i )1" ' 0-;-Ii! ! if i
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I PROPOSED R/W -----+-(--=., _ _ _._ _ _ . 0:: -----------<.0 Cl -----------.' s:! -V) 􀀭􀁾􀁾 \\ t II 􀁉􀁾􀀺1Ji 􀁬􀁾􀁉􀀺􀀭􀀬􀀮􀀺􀁪􀀮􀀭􀁲􀁦􀁲􀁩 //11t 􀀻􀀻􀀻􀀻􀁾􀁾􀁾􀁾􀀻􀁾􀁾􀀻􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀀻􀀻􀀻􀀻􀁾􀀻
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= 316'-6" 174'-0" 105' -6" Ii I: n 􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁮􀀭􀀭􀀭􀀭􀀭􀀭􀁦 􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀴􀀭􀀭􀀭􀁾􀀭􀀭􀁾􀀭􀀭􀀭􀁩􀀭􀀭 7 U iiU L I U I I I , , I I d.. LL J. 􀁾 􀁾 1-7'-0" (/J DRILLED
SHAFT (TYP) EXISTING GROUND [ 650 640 630 L:: !-600 L590 L580 f£ PIER 6 MATCH LINE 1--------II II f£ PIER /I MATCH LINE 2-650 640 630 620 610 600 590 580 ELEV
ATION--=-_. -------------------------! 'I' 􀁾􀁜 If (I ",",!, I 1;1. a 􀁾􀀡 j[i􀁉􀁾 IARAPAHO ROAD ! i I 􀀡􀁩􀁾􀁩􀀧􀁾 Iill '-DIRECTION OF STATIONING"L------. 62 qi c , i 63" ,Ii a I i
􀁾 -V1. 64 _I '-;:n ! I \ 65 qi 66 II liEII I---...􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁈􀀭􀁾􀀧􀀭􀁳􀁴􀁟􀀭􀀭􀀭􀀭􀀻􀀧􀁾􀀻􀀭􀀭􀀭􀁌􀀭􀀭􀀫􀀭􀀮􀁦􀁾􀀭􀁾 􀁾􀀭􀀫􀀭􀀧􀀦 􀁾􀀭􀀭􀁾􀀧􀀭􀀭􀀭􀁯􀀭􀀬 􀁊􀀬􀀧􀀺􀀺􀀢􀀧􀁴􀁾􀀡
-+1---􀀭􀁾 i--------+--h -.􀀭􀀭􀀭􀁾 +,-i--􀁟􀀭􀁟_􀁾_---,-,-_-J--_---,-,_--_--_-_ lrf ! i I \ A. ,._,--J i I "" "-iii. S89 58 491E ;;, :11\ I , .... ,. i , "fa i ' . PLAN OVERALL LENGTH
OF BRIDGE 1600'-0" 4 SPANS @105'-6" = 422'-0" 54'-6" ---------, 􀀭􀁾􀀭􀀭􀀭􀁗􀀭􀀭􀀭􀀭􀀭􀀭 f£ PIER II MA TCH LINE 2-650 640 630 620 610 600 590 580 ELEVATION f£ PIER 15-,II b.. I J.---FFBW
END BENT $ 650 640 630 620 610 600 590 580
I' -6" SHLDR. 58'-0" 1'-6" SHLDR. HANGER ROPE 1'-6" 8'-0" SIDEWALK .. 4 LANES f2 II' = 44' -0" .. .. 54" V-BEAM (TYP) 'I 1'-6" 7'-0" r/J DRILLEDSHAFT TYPICAL SECTION
. c,.: --:<::' "'2: --,{-_._-.. •􀁾􀀧􀀺􀀺􀀭􀀺􀁪􀁎􀀮􀀮􀀧􀀭􀀮􀁉􀀭􀀮􀁊􀀮 I J, • 􀁃􀁬􀁾􀀮􀀡􀀢􀀢􀀭􀁉􀀧􀁜􀁖􀀮􀁬􀁔􀁁􀁌 ( t r, r o ,
PROPOSED 4 FT SIDEWALK EXISTING 60" WATER LINE EXISTING ROW PROPOSED ROW AREA INLETS FEBRUARY 2003
ilfDISTANCE MEASURED FROM EDGE OF PAVEMENT TO <l OF 60" WATER LINE AT THE ACTUAL POT HOLE LOCATION. 120 􀁾 60 90 INCH = 30 FEET FEBRUARY 2003 30 AREA I::Lm]] EXISTING 60" WATER LINE
EXISTING ROW PROPOSED ROW PROPOSED 4 FT SIDEWALK LEGEND • EASEMENT