Ordinance 2007-27 ORDINANCE NO. 2007-27
AN ORDINANCE OF THE CITY OF WYLIE, TEXAS, ADOPTING THE
THOROUGHFARE CAPITAL IMPROVEMENTS PLAN; PROVIDING
FOR REPEALING, SAVINGS AND SEVERABILITY CLAUSES; AND
PROVIDING FOR AN EFFECTIVE DATE OF THIS ORDINANCE.
WHEREAS, Wylie has fully complied with Chapter 395, Local Government Code,
concerning the notice, adoption, promulgation and methodology necessary to update and adopt land
use assumptions and a capital improvement plan establishing impact fees; and
WHEREAS, the City council previously adopted the City's Land Use Assumptions by
Ordinance No. 2006-10 within 30 days of holding a public hearing regarding the Land Use
Assumptions; and
WHEREAS, Wylie has adopted this Ordinance within thirty (30) days of the public hearing
held by the City Council on the proposed thoroughfare capital improvement plan; and
WHEREAS, the City Council finds that it is in the best interest of the citizens of Wylie to
adopt the thoroughfare capital improvement plan.
NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE
CITY OF WYLIE TEXAS:
SECTION 1: Findings Incorporated. The findings set forth above are incorporated into the
body of this Ordinance as if fully set forth herein.
SECTION 2: Capital Im~rovements Plan Adopted. The City Council finds that the
thoroughfare capital improvements plan attached hereto as Exhibit A, and incorporated for all
purposes as if fully set forth herein, is hereby adopted and approved and shall supersede any existing
thoroughfare capital improvements plan. The City's Land Use Assumptions adopted by Ordinance
No. 2006-10 are attached hereto as Exhibit B, and incorporated as if fully set forth herein. Following
adoption of this Ordinance, both Exhibit A and Exhibit B may be relied upon to call a public hearing
to consider the imposition of a thoroughfare impact fee.
SECTION 3: Savin~/Repealin Cg lause. All provisions of any ordinances in conflict with this
Ordinance are hereby repealed; but such repeal shall not abate any pending prosecution for violation
of the repealed Ordinance, nor shall the repeal prevent prosecution from being commenced for any
violation if occurring prior to the repeal of the Ordinance. Any remaining portions of conflicting
ordinances shall remain in full force and effect.
SECTION 4: Severabilitv. If any section, subsection, sentence, clause or phrase of this
Ordinance is for any reason, held to be unconstitutional or invalid by a court of competent
jurisdiction, such decision shall not affect the validity of the remaining portions of this Ordinance.
Wylie hereby declares that it would have passed this Ordinance, and each section, subsection, clause
Ordinance No. 2007-27
Adopting Thoroughfare CIP
or phrase thereof, irrespective of the fact that any one or more sections, subsections, sentences,
clauses, and phrases be declared unconstitutional.
SECTION 5: Effective Date. This Ordinance shall become effective immediately upon its
adoption.
DULY PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF
WYLIE, TEXAS on this 28th day of August, 2007.
Jo Mondy, Mayor
ATTESTED TO AND
CORRECTLY RECORDED BY: APPROVED AS TO FORM:
O F !~?i
Y~ %
. /
C ole Ehrlic ; V: ; ABERNATHY, ROEDER, BOYD
City Secretary = S E A L : - & JOPLIN, P.C.
= ; ; RICHARD M. ABERNATHY
' ' ` JULIE Y. FORT
'~~~~~''~~Y~ ~ E~ TEy'P~. City Attorneys ,
~'~~~~~ii~i?~~~~~.
Ordinance No. 2007-27
Adopting Thoroughfare CIP
EXHIBIT A
m~~ THOROUGHFARE CAPITAL IMPROVEMENT PLAN
Ordinance No. 2007-27
Adopting Thoroughfare CIP
~ ~ ~
Table 1
Thoroughfare Capital Improvement Plan
City of Wylie 2007 impact Fee Update
PROJECT BOUNDARY PROJECT LENGTH CONSTRUCTION COST COST OF TOTAL PROJECT COST
ARTERIAI NUMBER FROM TO EXISTING DESCRIPTION ft TO THE TOWN FINANCING ELIGIBLE FOR RECOVERY
FM 1378 W1 FM 544 W Brown St 2lanes Build a 41ane divided sedion 3 500 $ 1,633,350.00 $ 1,029 011.00 $ 2,662,361.00
FM 1378 W2 W Brown St Parker Rd 2lanes Build a 4-lane divided sedion 13,200 $ 14,970,000.00 $ 9,431,100.00 $ 24,401,100.00
W Brown Street W3 FM 1378 Ballard Ave 2lanes Build a 4-lane divided sedion 9,500 $ 12,645,000.00 $ 7,966,350.00 $ 20,611,350.00
Hensle lane East W4 Hensie Hoo er Build a 31ane undivided section 3 100 $ 2,965,000.00 $ 1 867,950.00 $ 4,832,950.00
Count Club Road WS FM 544 Hoo er Build a 41ane divided sedion 5,500 3 6,800,000.00 $ 4,284,000.00 $ 11,084,000.00
McMillen Road W6 Lewis Count Club FM 1378 2 lanes Reali n and build a 41ane divided sedion 6,000 $ 9,410,000.00 $ 5,928,300.00 $ 15,338,300.00
McCrea Road W7 FM 544 South Cit Limit Build a 41ane divided sedion 3,350 $ 6,550,000.00 5 4,126,50D.00 $ 10,676,500.00
S rin well P W8 FM 544 Hensle Lane West Build a 41ane undivided section 2,700 $ 2,850,000.00 3 1 795,500.00 $ 4,645 500.00
Hensle Lane West W9 McCrea Rd. Count Club Rd. Build a 41ane undivided section 5,100 $ 5,095,000.00 $ 3,209 850.00 $ 8,304,850.00
Sub Total y 62,918,350.00 5 39,638,561.00 S 702,556,911.00
lanis Drive E1 Centu Wa S Ballard 3 tanes Build a 41ane divided sedion 4,400 S 9,750,000.00 $ 6,142,500.00 $ 15,892,500.00
lanis Drive E2 Twin L.akes FM 544 3 lanes Build a 4-lane divided sedion 2,700 3 3,080,000.00 3 1,940,400.00 $ 5,020,400.00
Kirb Street E3 SH 78 Birmin ham 4 lanes Build a 41ane divided section 1,400 S 1,964,293.00 $ 1,237,505.00 $ 3,201,796.00
Stone Road E4 Birmin ham S Ballard 2 lanes Build a 4-lane divided section 8,300 3 1 122,000.00 $ 706,860.00 $ 1,828,860.00
Stone Road E5 Ballard Akin 2 lanes Build a 41ane divided sedion 2,800 E 3,110,000.00 $ 1 959,300.00 $ 5,069,300.00
S Ballard Avenue E6 Stone Rd Alanis Dr 2 lanes Build a 41ane divided sedion 3,600 $ 4,140,000.00 $ 2,608,200.00 $ 6,748,200.00
S Ballard Avenue E7 Alanis Dr Count Line 2 lanes Build a 41ane divided section 6,200 $ 7,430,000.00 $ 4,680,900.00 $ 12,110,900.00
Stone Road E8 Alkin Vinson 21a~s Build a 4-lane divided sedion 13,500 $ 12,965,000.00 $ 8,167,950.00 $ 21,132,950.00
Brown Street E9 SH 78 Stone 2 lanes Build a 4-lane divided section 11,100 $ 13,505,000.00 $ 8,506,150.00 $ 22,013,150.00
SH 78 E10 Eubanks S rin Creek P 2 lanes Build a 4-lane divided hi hwa sedion 3 200 $ 3,552 000.00 $ 2,237 760.00 $ 5,789,760.00
Sub Total y 60,618,293.00 S 38,189,525.00 S 98,807,818.00
Grend Total: 5 123,536,643.00 S 77,828,086.00 E 201.364,729.00
City of Wylie - 2007 Roadway Impad Fee Updae Page 3
BIRKHOFF, HENDRICKS & CONWAY, L.L.P. Project No. 2007126
CONSULTING ENGINEERS
Client: City of Wylie Date: 07-Jun-07
Project: FM 1378Improvements
FM 544 to West Brown Street By: JRC
ENGINEER'S OPINION OF CONSTRUCTION COST
ltem No. Descri tion Quantity Unit Price Amount
Project Description: 6-lane Divided Thoroughfare, 12-foot lanes, 8-inch thick, reinforced concrete street with curbs
and under round storm draina e
Project Length 3,600 L.F.
Normal Width Each Side 37 B-B
Expected Average Depth of Roadway Excavation 2.50 feet
Lime Stabilized Subgrade Application Rate 8% by unit wei ht
1 Ri ht-of-wa Pre aration 36 Sta. $ 4,000.00 $ 144,000
2 Unclassified Excavation 31,019 C.Y. $ 9.00 $ 279,16'7
3 12-inch Lime Treated Sub rade 31,937 S.Y. $ 5.00 $ 159,683
4 Hydrated Lime 65#/S.Y. 1,038 Tons $ 115.00 $ I 19,363
5 6-inch Monolithic Concrete Curb lus 5% for Median O enin s) 14,070 L.F. $ 2.00 $ 28, ] 40
6 8-inch Reinforced Concrete Pavement ( lus 10% for Intersections) 3Q299 S.Y. $ 35.00 $ 1,060,465
7 Reinforced Concrete Drivewa s 500 S.Y. $ 40.00 $ 2Q000
8 Side Street Concrete Transitions 400 S.Y. $ 42.00 $ 16,800
9 Finish Grade and Soddin lus 10%outside ROW) 14,550 S.Y. $ 7.00 $ 101,850
10 5-foot Wide Reinforced Concrete Sidewalk (both sides) 3,722 S.Y. $ 34.00 $ 126,556
11 Handica Ram s 10 Ea. $ 1,500.00 $ 15,000
Paving Improvements Subtotal: $ 2,071,024
12 Under round Storm Draina e Im rovements 33% of Pavin Im rovements $ 683,438
13 250' Brid e(51' Wide) 2 Ea. $ 600,000.00 $ 1,20Q000
14 Offsite Storm Draina e Im rovements 400 L.F. $ 200.00 $ 80,000
Drainage Improvements Subtotal: $ 1,963,438
15 Si nalization Im rovements at West Brown Street 1 L.S. $ 24Q000.00 $ 240,000
16 Landsca in & Irri ation Im rovements 3,350 L.F. $ 60.00 $ 201,000
17 Street Li htin Im rovements 3,600 L.F. $ 80.00 $ 288,000
18 Railroad Crossin U rades 1 L.S. $ 350,000.00 $ 350,000
Pavin , Draina e and Aesthetics and Si nal Im rovements: $ 5,113,462
Miscetlaneous Contin encies: 15% $ 767,019
Pavin , Draina e and Aesthetics and Si nal Im rovements Subtotal: S 5,880,481
Project Cost er Linear Foot: $ 1,633.47
En ineerin , Surve in & Geotechnical Investi ation (Estimated): $ 489,000
Material Testin and Quali Control (Estimated): $ 95,000
Right-of-wa Pre aration (Estimated): $ 10,000
Si nalization Desi n(Estimated): $ 22,000
Subtotal, Professional Fees (Estimated): S 616,000
Project Total: $ 6,496,481
USE (ROIJNDED UP TO NEAREST $10,000): $ 6,500,000
Ri ht-of-wa Ac uisition ( 100' x Len = 8.0 Acres $50,000/Acre): $ 400,000
!:\Clencal\Wylie~2007126~Roadway CIP~Eng-Estimates\Conceptual Budgets.xls\W 1-FM1378
BIRKHOFF~ HENDRICKS & CONWAY~ L.L.P. Project No. 2007126
CONSULTING ENGINEERS
Client: City of Wylie Date: 07-Jun-07
Project: FM 1378Improvements
West Brown Street to Parker Road BY~
ENGINEER'S OPINION OF CONSTRUCTION COST
ltem No. Descri tion Quantity Unit Price Amount
Project Description: 6-lane Divided Thoroughfare, 12-foot lanes, 8-inch thick, reinforced concrete street wit6 curbs
and under round storm drainege
Project Length 12,000 L.F.
Normal Width Each Side 37 B-B
Expected Average Depth of Roadway Excavation 2.25 feet
Lime Stabilized Subgrade Application Rate 8% by unit weight
1 Right-of-way Pre aration 120 Sta. $ 4,000.00 $ 480,000
2 Unclassified Excavation 100,000 C.Y. $ 9.00 $ 900,000
3 12-inch Lime Treated Sub ade 114,400 S.Y. $ 5.00 $ 572,000
4 Hydrated Lime c 65#/S.Y. 3,718 Tons $ 115.00 $ 427,570
5 6-inch Monolithic Concrete Curb lus 5% for Median O enin s) 50,400 L.F. $ 2.00 $ 100,800
6 8-inch Reinforced Concrete Pavement lus 10% for Intersections) 108,533 S.Y. $ 35.00 $ 3,798,655
7 Reinforced Concrete Drivewa s 660 S.Y. $ 40.00 $ 26,400
8 Side Street Concrete Transitions 2,300 S.Y. $ 42.00 $ 96,600
9 Finish Grade and Soddin ( lus 10°/a outside ROW) 39,027 S.Y. $ 7.00 $ 273,] 87
10 5-foot Wide Reinforced Concrete Sidewalk (both sides) 13,333 S.Y. $ 34.00 $ 453,333
11 Handica Ram s 46 Ea. $ 1,500.00 $ 69,000
Paving Improvements Subtotal: $ 7,197,545
12 Under round Storm Draina e Im rovements 33% of Pavin Im rovements $ 2,375,190
13 Offsite Storm Draina e Im rovements 300 L.F. $ 200.00 $ 60,000
Drainage Improvements Subtotal: $ 2,435,190
14 Landsca in & Irri ation Im rovements 12,000 L.F. $ 60.00 $ 720,000
15 Street Li htin Im rovements 12,000 L.F. $ 80.00 $ 960,000
Pavin , Draina e and Aesthetics Im rovements: $ 11,312,735
Miscellaneous Contin encies: 15°/a $ 1,696,910
Pavin , Draina e and Aesthetics Im rovements Subtotal: $ 13,009,645
Pro'ect Cost er Linear Foot: $ 1,084.14
En ineerin , Surve in & Geotechnical Investi ation (Estimated): $ 1,030,000
Material Testin and Quali Control (Estimated): $ 180,000
Ri t-of-wa Pre aration Estimated): $ 200,000
Subtotal, Professional Fees (Estimated): $ 1,410,000
Pro'ect Total: $ 14,419,645
USE (ROUNDED UP TO NEAREST SI0,000): $ 14,420,000
Right-of-way Ac uisition ( 40' x Len = 11.0 Acres $50,000/Acre): $ 550,000
J:\Clerical\Wylie~2007126\Roadway CIP\Eng-Estimates\Conceptual Budgeu.xls\W2-FM1378
BIRKHOFF~ HENDRICKS & CONWAY, L.L.P. Project lvo. 2007~26
CONSULTING ENGINEERS
Client: City of Wylie Date: 07-Jun-07
Project: West Brown Street
FM 1378 to Ballard Avenue By: JRC
ENGINEER'S OPINION OF CONSTRUCTION COST
Item No. Description Quantity Unit Price Amount
Project Description: 4-lanes of a future 6-Iane divided Thoroughfare, 12-foot lanes, &inch thick, reinforced concrete
street with curbs and underground storm drainage
_ Project Length 9,500 I„F.
Normal Width Each Side 25 B-B
Expected Average Depth of Roadway Excavation 2.50 feet
Lime Stabilized Subgrade Application Rate 8% by unit weight
1 Ri ht-of-wa Pre aration 95 Sta. $ 4,000.00 $ 380,000
2 Unclassified Excavation 85,185 C.Y. $ 9.00 $ 766,667
3 12-inch Lime Treated Sub rade 60,720 S.Y. $ 5.00 $ 303,600
4 Hydrated Lime 65#/S.Y. 1,973 Tons $ I15.00 $ 226,941
5 6-inch Monolithic Concrete Curb lus 5% for Median O enin s) 38,640 L.F. $ 2.00 $ 77,280
6 8-inch Reinforced Concrete Pavement lus 10% for Intersections 56,222 S.Y. $ 35.00 $ 1,967,770
7 Reinforced Concrete Drivewa s 1,050 S.Y. $ 40.00 $ 42,000
8 Side Street Concrete Transitions 1,000 S.Y. $ 42.00 $ 42,000
9 Finish Grade and Soddin ( lus 10%outside ROW) 67,633 S.Y. $ 7.00 $ 473,433
10 5-foot Wide Reinforced Concrete Sidewalk (both sides) 10,222 S.Y. $ 34.00 $ 347,556
11 Handica Ram s 20 Ea. $ I,500.00 $ 30,000
Paving Improvements Subtotal: $ 4,657,247
12 Under round Storm Draina e Im rovemenu 33% of Pavin Im rovements $ 1,536,891
13 300' Brid e(51' Wide) 2 Ea. $ 700,000.00 $ 1,400,000
14 Offsite Storm Draina e Im rovements 600 L.F. $ 200.00 $ 120,000
Drainage Improvements Subtotal: $ 3,056,891
15 Si alization Im rovements at West ate Wa 1 L.S. $ 240,000.00 $ 240,000
16 Landsca in & Irri ation Im rovemenu 9,500 L.F. $ 60.00 $ 570,000
17 Street Li htin Im rovements 9,500 L.F. $ 80.00 $ 760,000
18 Railroad Crossin U rades 1 L.S. $ 350,000.00 $ 350,000
Pavin , Draina e and Aesthetics and Si nal Im rovements: $ 9,634,138
Miscellaneous Contin encies: 15% $ 1,445,121
Pavin , Draina e and Aesthetics and Si nal Im rovements Subtotal: $ 11,079,259
Pro'ect Cost er Linear Foot: $ 1,166.24
En ineerin , Surve in & Geotechnical Investi ation (Estimated): $ 875,000
Material Testin and Quali Control (Estimated): $ 153,000
Ri t-of-wa Pre aration (Estunated): $ 80,000
Si nalization Desi (Estunated): $ 22,000
Subtotal, Professional Fees (Estimated): $ 1,13a,000
Pro'ect Total: $ 12,209,259
USE (ROUNDED UP TO NEAREST $10,000): $ 12,210,000
Ri t-of-wa Ac uisition ( 40' x Len = 8.7 Acres $50,000/Acre): $ 435,000
1:\Clerical\Wylie~2007126Utoadway CIP~Eng-Esrimates\Conceptual Budgets.xls\W3-WBrown
BIRKHOFF~ HENDRICKS & CONWAY~ L.L.P. Project No. 2007126
CONSULTING ENGINEERS
Client: City of Wylie Date: 07-3un-07
Project: Hensley Lane
Existing Hensley Lane to Hooper Road BY~ ~C
ENGINEER'S OPINION OF CONSTRUCTION COST
Item No. Description Quantity Unit Price Amount
Project Description: 3-lane Undivided Thoroughfare, 37-feet B-B, 8-inch thick, reinforced concrete strect with curbs
and underground storm drainage
Project Length 3,000 LF.
NormalWidth 37 B-B
Expected Average Depth of Roadway Excavation 2.50 feet
Lime Stabilized Subgrade Application Rate 8% by unit weight
1 Ri t-of-wa Pre azation 30 Sta. $ 4,000.00 $ 120,000
2 Unclassified Excavation 10,185 C.Y. $ 9.00 $ 91,667
3 12-inch Lime Treated Sub ade 13,108 S.Y. $ 5.00 $ 65,540
4 Hydrated Lime 65#/S.Y. 426 Tons $ I 15.00 $ 48,991
5 6-inch Monolithic Concrete Curb lus 5% for Median enin s 11,550 L.F. $ 2.00 $ 23,100
6 8-inch Reinforced Concrete Pavement lus 10% for Intersections 12,436 S.Y. $ 35.00 $ 435,260
7 Reinforced Concrete Drivewa s 60 S.Y. $ 40.00 $ 2,400
8 Side Street Concrete Transitions 200 S.Y. $ 42.00 $ 8,400
9 Finish Grade and Soddin lus 10%outside ROW) 5.920 S.Y. $ 7.00 $ 41,440
10 5-foot Wide Reinforced Concrete Sidewalk (both sides) 1,528 S.Y. $ 34.00 $ 51,944
11 Handica Ram s 4 Ea. $ 1,500.00 $ 6,000
Paving Improvements Subtotal: $ 894,742
12 Under ound Storm Draina e Im rovemenu 33% of Pavin Im rovements $ 295,265
13 250' Brid e(51' Wide) 1 Ea. $ 600,000.00 $ 600,000
] 4 Offsite Storm Draina e Im rovements 400 L.F. $ 200.00 $ 80,000
Drainage lmprovements Subtotal: $ 975,265
15 Landsca in & Irri ation Im rovements (75% Normal) 2,700 L.F. $ 45.00 $ 121,500
16 Street Li htin Im rovements (75% Normal 3,000 L.F. $ 60.00 $ 180,000
$
Pavin , Draina e and Aesthetics Im rovements: $ 2,171,507
Miscellaneous Contin encies: 15% $ 325,726
Pavin , Draina e and Aesthetics and Si nal Im rovements Subtotal: $ 2,497,233
Pro'ect Cost er Linear Foot: $ 832.41
En ineerin , Surve in & Geotechnical Investigation (Estimated): $ 194,000
Material Testin aud Quali Control (Estimated): $ 44,000
Ri t-of-wa Pre aration (Estimated): $ 24,000
Subtotal, Professional Fees (Estimated): $ 262,000
Pro'ect Total: $ 2,759,233
~ USE (ROUNDED UP TO NEAREST $10,000): $ 2,760,000
Right-of-wa Acquisition ( 60' x Len th = 4.1 Acres $50,000/Acre): $ 205,000
J~\Clerical\Wylie\2007126 Roadway CIP\Eng-Fstimates\Conceptual Budgets.xls\W4-Hensley
BIRKHOFF~ HENDRICKS & CONWAY~ L.L.P. Project No. 2007126
CONSULTING ENGINEERS
Client: City of Wylie Date: 07-Jun-07
Project: Country Ciub Road
FM 544 to Hooper Road BY~ ~C
ENGINEER'S OPINION OF CONSTRUCTION COST
Item No. Description Quantity Unit Price Amount
Project Description: 4-lanes of a future 6-lane divided Thoroughfare, 12-foot lanes, 8-inch thick, reinforced concrete
street with curbs and undetground storm drainage
Project Length 5,500 I..F.
Normal Widt6 Each Side 25 B-B
Expected Average Depth of Roadway Excavation 2.50 feet
Lime Stabilized Subgrade Application Rate 8% by unit wei ht
1 Ri t-of-wa Pre azation 55 Sta. $ 4,000.00 $ 22Q000
2 Unclassified Excavation 49,537 C.Y. $ 9.00 $ 445,833
3 12-inch Lime Treated Sub rade 35,310 S.Y. $ 5.00 $ 176,550
4 Hydrated Lime 65#/S.Y. 1,148 Tons $ 115.00 $ 131,971
5 6-inch Monolithic Concrete Curb lus 5% for Median 0 enin s) 22,470 L.F. $ 2.00 $ 44,940
6 8-inch Reinforced Concrete Pavement lus 10% for Intersections) 32,694 S.Y. $ 35.00 $ 1,144,290
7 Reinforced Concrete Drivewa s 150 S.Y. $ 40.00 $ 6,000
8 Side Street Concrete Transitions 500 S.Y. $ 42.00 $ 21,000
9 Finish Grade and Soddin lus 10% outside ROW 38,972 S.Y. $ 7.00 $ 272,806
10 5-foot Wide Reinforced Concrete Sidewalk (both sides) 5,944 S.Y. $ 34.00 $ 202,111
11 Handica Ram s 10 Ea. $ 1,500.00 $ 15,000
Paving Improvements Subtotal: $ 2,680,501
12 Under round Storm Draina e Im rovements 33% of Pavin Im rovements $ 884,565
13 150' Brid e(51' Wide 2 Ea. $ 355,000.00 $ 710,000
14 Offsite Storm Draina e Im rovements 400 L.F. $ 200.00 $ 80,000
Drainage Improvements Subtotal: $ 1,674,565
15 Landsca in & Irri ation Im rovements 5,300 L.F. $ 60.00 $ 318,000
16 Street Li tin Im rovements 5,500 L.F. $ 80.00 $ 440,000
17 Si al Im rovemenu at Hensle 1 L.S. $ 240,000.00 $ 240,000
Pavin , Draina e and Aesthetics Im rovements: $ 5,353,066
Miscellaneous Contin encies: IS% $ 802,960
Pavin , Draina e and Aesthetics and Si nal Im rovements Subtotal: $ 6,156,026
Pro'ect Cost er Linear Foot: $ 1,119.28
En ineerin , Surve in & Geotechnical Investi ation (Estimated): $ 500,000
Material Testin and Quali Control (Estimated : $ 94,000
Ri t-of-wa Pre aration (Estimated): $ 22,000
Si nal Im rovements Desi (Estimated): $ 22,000
Subtotal, Professional Fees (Estimated): $ 638,000
Pro'ect Total: $ 6,794,026
~ USE (ROUNDED UP TO NEAREST $10,000): $ 6,800,000
Right-of-way Ac uisition ( Develo er ponated): $ -
J:\Clencal\Wylie~2007126\Roadway CIP~Eng-Es6mates\Conceptual Budgets.xls\WS-Country Clab
BIRKHOFF~ HENDRICKS & CONWAY~ L.L.P. Project No. 2007126
CONSULTING ENGINEERS
Client: City of Wylie Date: 07-Jun-07
Project: McMillen Road Paving and Drainage lmprovements
McCreary Road to FM 1378 (1/2 from McCreary Road to Lewis) By: JRC
ENGINEER'S OPINION OF CONSTRUCTION COST
Item No. Deccription Quantity Unit Price Amount
Project Description: 4-lanes of a future 6-lane divided Thoroughfare, 12-foot lanes, 8-inch thiclc, reinforced concrete
street with curbs and uaderground storm drainage
Project L.ength 7,150 LF.
Normal Width Each Side 25 B-B
Expected Average Depth of Roadway Excavation 2.50 feet
Lime Stabilized Subgrade Application Rate 8% by unit weight
1 Ri ht-of-way Pre aration 72 Sta. $ 4,000.00 $ 288,000
2 Unclassified Excavation 63,657 C.Y. $ 9.00 $ 572,917
3 12-inch Lime Treated Sub rade 45,375 S.Y. $ 5.00 $ 226,875
4 H drated Lime 65#/S.Y. 1,475 Tons $ 115.00 $ 169,589
5 6-inch Monolithic Concrete Curb lus 5% for Median enin s 28,875 L.F. $ 2.00 $ 57,750
6 8-inch Reinforced Concrete Pavement ( lus 10% for Intersections) 42,014 S.Y. $ 35.00 $ 1,47Q490
7 Reinforced Concrete Drivewa s 500 S.Y. $ 40.00 $ 20,000
8 Side Street Concrete Transitions 400 S.Y. $ 42.00 $ 16,800
~ 9 Finish Grade and Soddin lus 10% outside ROW) 50,325 S.Y. $ 7.00 $ 352,275
10 5-foot Wide Reinforced Concrete Sidewalk (both sides) 7,639 S.Y. $ 34.00 $ 259,722
i l Handica Ram s 14 Ea. $ 1,500.00 $ 21,000
Paving Improvements Subtotal: S 3,455,418
12 Under ound Storm Draina e Im rovements 33% of Pavin Im rovements $ 1,140,288
13 275' Brid e(51' Wide) 2 Ea. $ 645,000.00 $ 1,290,000
14 Offsite Storm Draina e Im rovements 500 L.F. $ 200.00 $ 100,000
Drainage Improvements Subtotal: $ 2,530,288
IS 50% of Si nalization lm rovements at McCre Road 1 L.S. $ 120,000.00 $ 120,000
16 Landsca in & Irri ation Im rovements 6,875 L.F. $ 60.00 $ 412,500
17 Street Li tin Im rovements 7,150 L.F. $ 80.00 $ 572,000
Pavin , Draina e and Aesthetics and (50% Si nals) Im rovements: S 7,090,206
Miscellaneous Contin encies: 15% $ 1,063,531
Pavin , Draina e and Aesthetics and (50% Si nals) Im rovements Subtotal: $ 8,153,737
Pro'ect Cost er Line$r Foot: $ 1,140.38
En ineerin , Surve in & Geotechnical Investi ation (Estimated): $ 680,000
Material Testin and Quali Control (Estunated): $ 130,000
Ri ht-of-way Pre aration (Estimated): $ 25,000
50% of Si alization Desi n(Estimated): $ 11,000
Subtotal, Professional Fees (Estimated): $ 846,000
~ Project Total: $ 8,999,737
USE (ROUNDED UP TO NEAREST $10,000): $ 9,000,000
Ri t-of-way Ac uisition ( 50' x Len th = 8.2 Acres $50,000/Acre): $ 410,000
J:\Clencal\Wylie~2007126\Roadway CIP~Eng-Estimates\Conceptual Budgets.~s\W6-McMillen
BIRKHOFF~ HENDRICKS & CONWAY~ L.L.P. Project No. 2007126
CONSULTING ENGINEERS
Client: City of Wylie Date: 07-Jun-07
Project: McCreary Road
FM 544 to South City Limit By: JRC
ENGINEER'S OPINION OF CONSTRUCTION COST
Item No. Description Quantity Unit Price Amount
Project Description: 4-lanes of a future 6-laoe divided Thoroughfare, 12-foot lanes, 8-inch thick, reinforced concrete
street with curbs and unde round storm draina e
Project Length 4,100 L.F.
Normal Width Each Side 25 B-B
Expected Average Depth of Roadway Excavation 2.50 feet
Lime Stabilized Subgrade Application Rate 8% by unit wei ht
1 Ri t-of-wa Pre ararion 41 Sta. $ 4,000.00 $ 164,000
2 Unclassified Excavation 37,963 C.Y. $ 9.00 $ 341,667
3 12-inch Lime Treated Sub ade 27,060 S.Y. $ 5.00 $ 135,300
4 Hydrated Lime 65#/S.Y. 879 Tons $ 115.00 $ 101,137
5 6-inch Monolithic Concrete Curb lus 5% for Median O enin s 17,220 L.F. $ 2.00 $ 34,440
6 8-inch Reinforced Concrete Pavement lus 10% for lntersections) 25,056 S.Y. $ 35.00 $ 876,960
7 Reinforced Concrete Drivewa s 300 S.Y. $ 40.00 $ 12,000
~ 8 Side Street Concrete Transitions 400 S.Y. $ 42.00 $ 16,800
9 Finish Grade and Soddin lus 10%outside ROW) 29,667 S.Y. $ 7.00 $ 207,667
]0 5-foot Wide Reinforced Concrete Sidewalk (both sides) 4,556 S.Y. $ 34.00 $ 154,889
11 Handica Ram s 8 Ea. $ 1,500.00 $ 12,000
Paving Improvements SubtotaL• $ 2,056,859
12 Under ound Storm Draina e Im rovements 33% of Pavin Im rovements $ 678,763
13 300-ft. Brid e(51' Wide 2 Ea. $ 700,000.00 $ 1,400,000
14 Offsite Storm Draina e Im rovements 500 L.F. $ 200.00 $ 100,000
Drainage Improvements Subtotal: $ 2,178,763
15 Landsca in & Irri ation Im rovements 4,100 L.F. $ 60.00 $ 246,000
16 Street Li htin lm rovements 4,100 L.F. $ 80.00 $ 328,000
Pavin , Draina e and Aesthetics Im rovements: $ 4,809,622
Miscellaneous Contin encies: 15% S 721,443
Pavin , Draina e and Aesthetics Im rovements Subtotal: $ 5,531,066
Pro'ect Cost er Linear Foot: $ 1,349.04
En ineerin , Surve in & Geotechnical Investi ation (Estimated): $ 420,000
Material Testin and Qualit Control (Estimated): $ 90,000
Ri t-of-wa Pre aration (Estimated): $ 30,000
Subtotal, Professional Fees (Estimated): $ 540,000
,"~4 Pro'ect Total: $ 6,071,066
USE (ROUNDED UP TO NEAREST $10,000): $ 6,080,000
Ri t-of-wa Ac uisition ( 100' x Len = 9.4 Acres $50,000/Acre): $ 470,000
J:\Clerical\Wylie\2007126Utoadway CIP\Eng-Estimates\Conceptual Budgets.xls\W7-McGeary
BIRKHOFF~ HENDRICKS & CONWAY~ L.L.P. Project 1vo. 2007126
CONSULTING ENGINEERS
Client: City of Wylie Date: 07-Jun-07
Project: Springwell Parkway
FM 544 to Hensley Lane By: JRC
ENGINEER'S OPINION OF CONSTRUCTION COST
Item No. Description Quantity Unit Price Amount
Project Description: 4-lane undivided Thoroughfare, 12-foot lanes, 8-inch thick, reinforced concrete street with curbs
and unde round storm draina e(70' ROW)
Project Length 2,700 L.F.
Normal Width Entire Street 49 B-B
Expected Average Dept6 of Roadway Excavation 2.50 feet
Lime Stabilized Subgrade Application Rate 8% by unit wei ht
1 Ri ht-of-way Pre araUon 27 Sta. $ 4,000.00 $ 108,000
2 Unclassified Excavation 17,500 C.Y. $ 9.00 $ 157,500
3 12-inch Lime Treated Sub ade 16,830 S.Y. $ 5.00 $ 84,150
4 Hydrated Lime 65#/S.Y. 547 Tons $ 115.00 $ 62,900
5 6-inch Monolithic Concrete Curb lus 5% for Median enin s) 5,670 L.F. $ 2.00 $ 11,340
6 8-inch Reinforced Concrete Pavement lus 10% for Intersections) 16,170 S.Y. $ 35.00 $ 565,950
7 Reinforced Concrete Drivewa s 300 S.Y. $ 40.00 $ 12,000
8 Side Street Concrete Transitions 400 S.Y. $ 42.00 $ 16,800
9 Finish Grade and Soddin lus 10%outside ROW) 3,670 S.Y. $ 7.00 $ 25,690
]0 5-foot Wide Reinforced Concrete Sidewalk (both sides) 3,000 S.Y. $ 34.00 $ 102,000
11 Handica Ram s 8 Ea. $ 1,500.00 $ 12,000
Paving Improvements Subtotal: $ 1,158,330
12 Under round Storm Draina e Im rovements 33% of Pavin Im rovements $ 382,249
13 Offsite Storm Draina e Im rovements 500 L.F. $ 200.00 $ 100,000
Drainage Improvements Subtotal: $ 482,249
14 Landsca in & Irri ation Im rovements 2,700 L.F. $ 50.00 $ 135,000
15 Street Li tin lm rovemenu 2,700 L.F. $ 70.00 $ 189,000
Pavin , Draina e and Aesthetics Im rovements: $ 1,964,579
Miscellaneous Contin encies: 15% $ 294,687
Pavin , Draina e and Aesthetics Im rovements SubtotaL• $ 2,259,266
Pro'ect Cost er Linear Foot: $ 836.'77
En ineerin , Surve in & Geotechnical Investi ation (Estimated): $ 198,000
Material Testin and Quali Control (Estimated): $ 41,000
Ri ht-of-wa Pre aration (Estimated): $ 36,000
Subtotal, Professional Fees (Estimated): $ 275,000
Pro'eM Total: $ 2,534,266
USE (ROUNDED UP TO NEAREST $10,000): $ 2,540,000
Ri t-of-wa Ac uisition ( 100' x Len = 6.2 Acres (c~ $50,000/Acre): $ 310,000
J:\Clerical\QWylie~2007126 Roadway CIP\Eng-Estimates\Conceptual Budgets.xls\WS-Springwell
BIRKHOFF~ HENDRICKS & CONWAY~ L.L.P. Project No. 2007126
CONSULTING ENGINEERS
Client: City of Wylie Date: 07-Jun-07
Project: Hensley Lane
McCreary Road to Hooper Road By: JRC
ENGINEER'S OPINION OF CONSTRUCTION COST
Item No. Descri tion Quantity Unit Price Amount
Project Description: 4-lane undivided Thoroughiare, 12-foot lanes, 8-inch thick, reinforced concrete street with curbs
and unde round storm draina e(70' ROW)
Project Length 5,100 L.F.
Normal Width Entire Street . 49 B-B
Expected Average Depth of Roadway Excavation 2.50 feet
Lime Stabilized Subgrade Appiication Rate 8% by unit wei ht
1 Ri t-of-wa Pre aration 51 Sta. $ 4,000.00 $ 204,000
2 Unclassified Excavation 33,056 C.Y. $ 9.00 $ 297,500
3 12-inch Lime Treated Sub ade 31,790 S.Y. $ 5.00 $ 158,950
4 H drated Lime 65#/S.Y. 1,033 Tons $ 115.00 $ 118,820
5 6-inch Monolithic Concrete Curb ( lus 5% for Median 0 enin s) 10,710 L.F. $ 2.00 $ 21,420
6 8-inch Reinforced Concrete Pavement lus 10% for Intersections) 30,543 S.Y. $ 35.00 $ 1,069,005
7 Reinforced Concrete Drivewa s 300 S.Y. $ 40.00 $ 12,000
8 Side Street Concrete Transitions 400 S.Y. $ 42.00 $ 16,800
9 Finish Grade and Soddin lus 10%outside ROW) 7,170 S.Y. $ 7.00 $ 50,190
]0 5-foot Wide Reinforced Concrete Sidewalk (both sides) 5,667 S.Y. $ 34.00 $ 192,667
11 Handica Ram s 8 Ea. $ 1,500.00 $ 12,000
Paving Improvements Subtotal: $ 2,153,352
12 Under round Storm Draina e lm rovements 33% of Pavin Im mvements $ 710,606
13 Offsite Storm Draina e Im rovements 400 L.F. $ 200.00 $ 80,000
Drainage Improvements Subtotal: $ 790,606
14 Landsca in & Irri ation Im rovements 5,100 L.F. $ 50.00 $ 255,000
15 Street Li htin Im rovements 5,100 L.F. $ 70.00 $ 357,000
Pavin , Draina e and Aesthetics Im rovements: $ 3,555,958
Miscellaneous Contin encies: 15% $ 533,394
Pavin , Draina e and Aesthetics Im rovements Subtotal: $ 4,089,351
Pro'ect Cost er Linear Foot: $ 801.83
En ineerin , Surveying & Geotechnical Investi ation (Estimated): $ 314,000
Material Testin and Qualit Control (Estimated): $ 66,000
Ri ht-of-wa Pre aration (Estimated): $ 34,000
Subtotal, Professional Fees (Estimated): $ 414,000
Pro'ect Total: $ 4,503,351
~ USE (ROUNDED UP TO NEAREST 510,000): $ 4,510,000
Ri t-of-way Ac uisition ( 100' x Length = 11.7 Acres $50,000/Acre): $ 585,000
):\Clerical\Wylie\2007126 Roadway CIP~Eng-Estimates\Conceptual Budgets.xls\W9-Hensley
BIRKHOFF~ HENDRICKS & CONWAY~ L.L.P. ProjectNo. 2007126
CONSULTING ENGINEERS
Client: City of Wylie Date: 07-Jun-07
Project: Alanis Drive West
Century Way to South Ballard Avenue By: JRC
ENGINEER'S OPINION OF CONSTRUCTION COST
Item No. Description Quantity Unit Price Amount
Project Description: A 6-lane Divided Thoroughfare, 12-foot lanes, 8-inch thick, reinforced concrete street with curbs
and under round storm draina e
ProjecYLengtfi 5,500 L.F.
Normal Width Each Side 37 B-B
Expected Average Dept6 of Roadway Excavation 2.00 feet
Lime Stabilized Subgrade Application Rate 8% by unit wei ht
1 Ri ht-of-wa Pre aration 55 Sta. $ 4,000.00 $ 220,000
2 Unclassified Excavation 74,074 C.Y. $ 9.00 $ 666,667
3 12-inch Lime Treated Sub ade 47,667 S.Y. $ 5.00 $ 238,333
4 Hydrated Lime (a~ 65#/S.Y. 1,549 Tons $ 110.00 $ 170,408
5 6-inch Monolithic Concrete Curb ( lus 5% for Median O enin s) 20,832 L.F. $ 2.00 $ 41,664
6 8-inch Reinforced Concrete Pavement lus 10% for Intersections 44,860 S.Y. $ 34.00 $ 1,525,240
7 Reinforced Concrete Driveways 200 S.Y. $ 40.00 $ 8,000
_,u,.,. 8 Side Street Concrete Transitions 200 S.Y. $ 42.00 $ 8,400
9 Finish Grade and Soddin lus 10%outside ROW) 21,813 S.Y. $ 7.00 $ 152,690
10 5-foot Wide Reinforced Concrete Sidewalk (both sides) 5,51 I S.Y. $ 34.00 $ 187,378
11 Handica Ram s 6 Ea. $ 1,500.00 $ 9,000
Paving Improvements Subtotal: $ 3,227,780
12 Under round Storm Draina e Im rovements 30% of Pavin Im rovements $ 968,334
13 520' Brid e(51' Wide) 2 Ea. $1,200,000.00 $ 2,400,000
l4 Offsite Storm Draina e Im rovements 150 L.F. $ 200.00 $ 30,000
Drainage Improvements Subtotal: $ 3,398,334
15 Landsca in & Irri ation Im rovements 4,980 L.F. $ 60.00 $ 298,800
16 Street Li htin Im rovements 5,500 L.F. $ 80.00 $ 440,000
$ -
Pavin , Draina e and Aesthetics Im rovements: $ 7,364,914
Miscellaneous Contin encies: 15% $ 1,104,737
Pavin , Draina e and Aesthetics Im rovements Subtotal: $ 8,469,652
Project Cost er Linear Foot: $ 1,539.94
En ineerin , Surveyin & Geotechnical Investi ation (Estimated): $ 644,000
Material Testin and Quali Control (Estimated): $ 130,000
Right-of-way Pre aration (Estimated): $ 36,000
Subtotal, Professional Fees (Estimated): $ 810,000
Pro'ect Total: $ 9,279,652
USE (ROUNDED UP TO NEAREST $10,000): $ 9,280,000
Ri t-of-wa Ac uisition (Len -700 x 120' = 13.2 Acres $50,000/Acre): $ 660,000
J:\Clerical\Wylie\2007126 Roadway CIP~Eng-Estimates\Conceptual Budgets.xls\EI-Alanis W
BIRKHOFF~ HENDRICKS & CONWAY~ L.L.P. Project No. 2007126
CONSULTING ENGINEERS
Client: City of Wylie Date: 08-Jun-07
Project: Alanis Drive East
Twin Lakes to FM 544 BY~ ~C
ENGINEER'S OPINION OF CONSTRUCTION COST
Item No. Description Quantity Unit Price Amount
Project Description: 4-lane Divided Thoroughfare, 12-foot lanes, 8-inch thick, reinforced concrete street with curbs
and under round storm draina e
Project Length 2,770 L.F.
Normal Width Each Side 25 B-B
Expected Average Depth of Roadway Excavation 2.75 feet
Lime Stabilized Subgrade Application Rate 8% b unit wei ht
1 Ri t-of-wa Pre aration 28 Sta. $ 4,000.00 $ 112,000
2 Unclassified Excavation 28,213 C.Y. $ 9.00 $ 253,917
3 12-inch Lime Treated Sub ade 18,282 S.Y. $ 5.00 $ 91,410
4 H drated Lime 65#/S.Y. 594 Tons $ 115.00 $ 68,329
5 6-inch Monolithic Concrete Cwb lus 5% for Median O enin s) 11,634 L.E $ 2.00 $ 23,268
6 8-inch Reinforced Concrete Pavement lus 10°/a far Intersections) 16,928 S.Y. $ 35.00 $ 592,480
7 Reinforced Concrete Drivewa s 300 S.Y. $ 40.00 $ 12,000
8 Side Street Concrete Transitions 600 S.Y. $ 42.00 $ 25,200
9 Finish Grade and Soddin ( lus 10%outside ROW) 13,239 S.Y. $ 7.00 $ 92,672
10 5-foot Wide Reinforced Concrete Sidewalk (both sides) 3,078 S.Y. $ 34.00 $ 104,644
11 Handicap Ram s 10 Ea. $ 1,500.00 $ 15,000
Paving lmprovements Subtotal: $ 1,390,920
12 Under round Storm Draina e Im rovements 33% of Pavin Im rovemenu $ 459,004
13 Offsite Storm Draina e Im rovements 290 L.F. $ 200.00 $ 58,000
14 Box Culverts with Headwalls 1 L.S $ 125,000.00 $ 125,000
Drainage Improvements Subtotal: $ 642,004
15 Landsca in & Irri ation Im rovements 2,770 L.F. $ 60.00 $ 166,200
16 Street Li tin Im rovements 2,770 L.F. $ 80.00 $ 221,600
$
Pavin , Draina e and Aesthetics Im rovements: S 2,420,724
Miscellaneous Contin encies: 15% $ 363,109
Pavin , Draina e and Aesthetics Im rovements Subtotal: $ 2,783,833
Pro'ect Cost er Linear Foot: $ 1,004.99
En ineerin , Surve in & Geotechnical Investi ation (Estimated): $ 230,000
Material Testin and Quali Control (Estimated): $ 42,000
Ri t-of-wa Pre aration (Estimated): $ 20,000
Subtotal, Professional Fees (Estimated): $ 292,000
Pro'ect Total: S 3,075,833
USE (ROUNDED UP TO NEAREST 510,000): $ 3,080,000
Ri t-of-way Acquisition ( Develo er ponated): $
J:\Clencal\Wylie~2007126\Roadway CIP~Eng-Estimates\Conceptual Budgets.xls~E2-Alanis E
BIRKHOFF~ HENDRICKS & CONWAY~ L.L.P. Project 1vo. 2007126
CONSULTING ENGINEERS
Client: City of Wylie Date: OS-Jun-07
Project: Kirby Street
SH 78 to Birmingham By: JRC
ENGINEER'S OPI1vION OF CONSTRUCTION COST
Item No. Description Quantity Unit Price Amount
Project Description: 4-lane Divided Thoroughfare, 12-foot lanes, 8-inch thick, reinforced concrete street with curbs
and under round storm draina e
Project ~.ength 1,500 L.F.
Normal Width Each Side 25 B-B
Expected Average Depth of Roadway Excavation 3.00 feet
Lime Stabilized Subgrade Application Rate 8% b unit wei ht
1 Right-of-way Pre aration 15 Sta. $ 4,000.00 $ 60,000
2 Unclassified Excavation 15,000 C.Y. $ ] 0.00 $ 150,000
3 12-inch Lime Treated Sub ade 9,900 S.Y. $ 5.00 $ 49,500
4 H drated Lime 65#/S.Y. 322 Tons $ 115.00 $ 37,001
5 6-inch Monolithic Concrete Curb lus 5% for Median enin s) 6,300 L.F. $ 2.00 $ 12,600
6 8-inch Reinforced Concrete Pavement lus 10% for Intersections) 9,167 S.Y. $ 36.00 $ 330,012
7 Reinforced Concrete Drivewa s 500 S.Y. $ 40.00 $ 20,000
°~°w° 8 Side Street Concrete Transitions 1,000 S.Y. $ 42.00 $ 42,000
9 Finish Grade and Soddin lus 10% outside ROW) 5,178 S.Y. $ 7.00 $ 36,244
10 5-foot Wide Reinforced Concrete Sidewalk (both sides) 1,667 S.Y. $ 34.00 $ 56,667
I1 Handica Ram s 20 Ea. $ 1,500.00 $ 30,000
Paving Improvements Subtotal: $ 824,024
12 Under round Storm Draina e Im rovements 45% of Pavin Im rovements $ 370,811
13 Offsite Storm Draina e Im rovements 300 L.F. $ 200.00 $ 60,000
$ -
Drainage Improvements Subtotal: $ 430,811
14 Landsca in & Irri ation Im rovements 1,500 L.F. $ 60.00 $ 90,000
15 Street Li htin Im rovements 1,500 L.F. $ 80.00 $ 120,000
$
Pavin , Drainage and Aesthetics Im rovements: $ 1,464,835
Miscellaneous Contin encies: 15% $ 219,725
Pavin , Draina e and Aesthetics Im rovements Subtotal: $ 1,684,561
Pro'ect Cost er Linear Foot: $ 1,123.04
En ineerin , Surve in & Geotechnical InvesU aUon Estimated): $ 150,000
Material Testin and Quali Control (Estimated): $ 24,000
Ri t-of-wa Pre ararion (Estunated): $ 21,000
Subtotal, Professional Fees (Estimated : S 195,000
Pro'ect Total: $ 1,879,561
USE (ROUNDED UP TO NEAREST $10,000): $ 1,880,000
Ri t-of-wa Ac uisition ( 50' x Length =1.7 Acres $50,000/Acre): $ 85,000
J:\Clerical\Wylie~2007126 Roadway CIP~Eng-Estimates\Conceptual Budgets.xls\E3-Kirby
BIRKHOFF~ HENDRICKS & CONWAY~ L.L.P. Project No. 2007126
CONSULTING ENGINEERS
Client: City of Wylie Date: 08-Jun-07
Project: Stone Road W(a)
Birmingham to South Ballard Avenue By: JRC
ENGINEER'S OPINION OF CONSTRUCTION COST
Item No. Description Quantity Unit Price Amount
Project Description: 4-lane Divided Thoroughfare, 12-foot lanes, 8-inch thick, reinforced concrete street with curbs
and under round storm draina e
Project Length 900 L.F.
Normal Width Each Side 25 B-B
Expected Average Depth of Roadway Excavation 3.00 feet
Lime Stabilized Subgrade Application Rate 8% by unit weight
1 Right-of-wa Pre aration 9 Sta. $ 4,000.00 $ 36,000
2 Unclassified Excavation 9,000 C.Y. $ 9.00 $ 81,000
3 12-inch Lime Treated Sub ade 5,940 S.Y. $ 5.00 $ 29,700
4 Hydrated Lime 65#/S.Y. 193 Tons $ 115.00 $ 22,201
5 6-inch Monolithic Concrete Curb ( lus 5% for Median 0 enin s) 3,780 L.F. $ 2.00 $ 7,560
6 8-inch Reinforced Concrete Pavement lus 10% for Intersections 5,500 S.Y. $ 35.00 $ 192,500
7 Reinforced Concrete Drivewa s 450 S.Y. $ 40.00 $ 18,000
8 Side Street Concrete Transitions 500 S.Y. $ 42.00 $ 21,000
9 Finish Grade and Soddin lus 10% outside ROW) 3,889 S.Y. $ 7.00 $ 27,222
10 5-foot Wide Reinforced Concrete Sidewalk (both sides) 1,000 S.Y. $ 34.00 $ 34,000
1] Handica Ram s 10 Ea. $ 1,500.00 $ 15,000
Paving Improvements Subtotal: $ 484,183
12 Under round Storm Draina e Im rovements 40% of Pavin Im rovements $ 193,673
13 Offsite Storm Draina e Im rovements 125 L.F. $ 200.00 $ 25,000
$ -
Drainage Improvements Subtotal: $ 218,673
14 Landsca in & Irri ation Im rovements 900 L.F. $ 60.00 $ 54,000
15 Street Li tin Im rovements 900 L.F. $ 80.00 $ 72,000
$ -
Pavin , Draina e and Aesthetics Im rovements: $ 828,856
Miscellaneous Contin encies: 15% $ 124,328
Pavin , Draina e and Aesthetics Im rovements Subtotal: $ 953,185
Pro'ect Cost er Linear Foot: $ 1,059.09
En ineerin , Surve in & Geotechnical Investi ation (Estimated): $ 102,000
Material Testin and Quali Control (Estimated): $ 17,000
Ri t-of-wa Pre aration (Estimated): $ 30,000
Subtotal, Professional Fees (Estimated): $ 149,000
~ Pro'ect Total: $ 1,102,185
USE (ROUNDED UP TO NEAREST $10,000): S 1,102,000
Ri t-of-wa Ac uisition ( 20' x i.ength = 0.4 Acres $50,000/Acre): $ 20,000
J:\Clerical\Wylie~2007126 Roadway CIP~Eng-Estimates\Conceptual Budgets.xls\E4-Stone W(a)
BIRKHOFF~ HENDRICK,S & CONWAY~ L.L.P. Project No. 2007126
CONSULTING ENGINEERS
Cfient: Ciry of Wylie Date: OS-Jun-07
Project: Stone Road W(b)
South Ballard Avenue to Akin Lane By: JRC
ENGINEER'S OPINION OF CONSTRUCTION COST
Item No. Description Quantity Unit Price Amount
Project Description: 4-lanes of a future 6-lane Divided Thoroughfare, 12-toot lanes, 8-inc6 t6ick, reinforced concrete
street with curbs and unde round storm draina e
Project Length 2,750 L.F.
Normal Width Each Side 25 B-B
Expected Average Depth of Roadway Excavation 3.00 feet
Lime Stabilized Subgrade Application Rate 8% b unit wei ht
1 Right-of-wa Pre aration 28 Sta. $ 4,000.00 $ 112,000
2 Unclassified Excavation 27,500 C.Y. $ 9.00 $ 247,500
3 12-inch Lime Treated Sub ade 18,150 S.Y. $ 5.00 $ 90,750
4 Hydrated Lime 65#/S.Y. 590 Tons $ 115.00 $ 67,836
5 6-inch Monolithic Concrete Curb ( lus 5% for Median 0 enin s 11,550 L.F. $ 2.00 $ 23,100
6 8-inch Reinforced Concrete Pavement lus 10% for Intersections 16,806 S.Y. $ 35.00 $ 588,210
7 Reinforced Concrete Drivewa s 270 S.Y. $ 40.00 $ 10,800
8 Side Street Concrete Transitions 800 S.Y. $ 42.00 $ 33,600
9 Finish Grade and Soddin lus 10%outside ROW) 16,378 S.Y. $ 7.00 $ 114,644
10 5-foot Wide Reinforced Concrete Sidewalk (both sides) 3,056 S.Y. $ 34.00 $ 103,889
11 Handica Ram s 16 Ea. $ 1,500.00 $ 24,000
Paving Improvements Subtotal: $ 1,416,329
12 Under round Storm Draina e Im rovements 33% of Pavin Im rovements $ 467,389
13 Offsite Storm Draina e Im rovements 50 L.F. $ 200.00 $ 10,000
$ -
Drainage Improvements Subtotal: $ 477,389
14 Landsca in & Irri ation Im rovements 2,750 L.F. $ 60.00 $ 165,000
15 Street Li htin Im rovements 2,750 L.F. $ 80.00 $ 220,000
$ -
Pavin , Draina e and Aesthetics Im rovements: S 2,2~8,~1g
Miscellaneous Contin encies: 15% $ 341,808
Pavin , Draina e and Aesthetics Im rovements Subtotal: $ 2,620,525
Pro'ect Cost er Linear Foot: $ 952.92
En ineerin , Surve in & Geotechnical Investi ation (Estimated): $ 240,000
Material Testin and Quali Control (Estimated): $ 44,000
Ri t-of-wa Pre aration (Estimated): $ 40,000
Subtotal, Professional Fees (Estimated): $ 324,000
~ Pro'ect TotaL• $ 2,944,525
USE (ROUNDED UP TO NEAREST $10,000): $ 2,950,000
Ri t-of-wa Ac uisition ( 50' x Len = 3.2 Acres $50,000/Acre): $ 160,000
J:\Clerical\Wylie\2007126 Roadway CIP~Eng-Esdmates\Conceptual Budgets.xls\ES-Stone W(b)
BIRKHOFF~ HENDRICKS & CONWAY~ L.L.P. Project No. 2007126
CONSULTING ENGINEERS
Client: City of Wylie Date: 08-Jun-07
Project: South Ballard Avenue
Alanis Drive to Stone Road By: JRC
ENGINEER'S OPINION OF CONSTRUCTION COST
ltem No. Description Quantity Uoit Price Amount
Project Description: 4-lanes of a future 6-lane divided T6oroughfare, 12-foot lanes, 8-inch thick, reinforced
concrete street wit6 curbs and unde round storm draina e
Project Length 3,900 L:E
Normai Width Each Side 25 B-B
Expected Average Depth of Roadway Excavation 2.50 feet
Lime Stabilized Subgrade Application Rate 8% by unit weight
l Ri t-of-wa Pre aration 37 Sta. $ 4,000.00 $ 148,000
2 Unclassified Excavation 34,259 C.Y. $ 9.00 $ 308,333
3 12-inch Lime Treated Sub ade 24,420 S.Y. $ 5.00 $ 122,100
4 H drated Lime 65#lS.Y. 794 Tons $ 115.00 $ 91,270
5 6-inch Monolithic Concrete Curb lus 5% for Median 0 enin s) 15,540 L.F. $ 2.00 $ 31,080
6 8-inch Reinforced Concrete Pavement lus 10% for Intersections) 22,611 S.Y. $ 35.00 $ 791,385
7 Reinforced Concrete Drivewa s 360 S.Y. $ 40.00 $ 14,400
8 Side Street Concrete Transitions 500 S.Y. $ 42.00 $ 21,000
9 Finish Grade and Soddin lus 10%outside ROW) 26,689 S.Y. $ 7.00 $ 186,822
]0 5-foot Wide Reinforced Concrete Sidewalk (both sides) 4,11 ] S.Y. $ 34.00 $ 139,778
11 Handica Ram s 12 Ea. $ 1,500.00 $ 18,000
Paving lmprovements Subtotal: $ 1,872,168
12 Under round Storm Draina e Im rovements 33% of Pavin lm rovements $ 617,815
13 Offsite Storm Draina e Im rovements 150 L.F. $ 200.00 $ 30,000
$ -
Drainage Improvements Subtotal: $ 647,815
]4 Landsca in & Irri ation Im rovements 3,700 L.F. $ 60.00 $ 222,000
15 Street Li tin Im rovements 3,700 L.F. $ 80.00 $ 296,000
Pavin , Draina e and Aesthetics Im rovements: $ 3,037,984
Miscellaneous Contin encies: 15% $ 455,698
Pavin , Draina e and Aesthetics Im rovements Subtotal: $ 3,493,681
Pro'ect Cost er Linear Foot: $ 944.24
En ineerin , Surve in & Geotechnical Investi ation (Estimated): $ 334,000
Material Testin and Quali Control (Estimated): $ 57,000
Ri t-of-wa Pre aration (Estimated : $ 42,000
Subtotal, Professional Fees (Estimated): $ 433,000
~ Pro'ect TotaL• S 3,926,681
USE (ROUNDED UP TO NEAREST 510,000): $ 3,930,000
Ri t-of-way Ac uisition ( 50' x i,en = 4.2 Acres $SD,000/Acre): $ 210,000
J:\Clerical\Wylie~2007126 Roadway CIP~Eng-Esdmates\Conceptual Budgets.xls\E6-S Ballard N
BIRKHOFF~ HENDRICKS & CONWAY~ L.L.P. Project No. 2007126
CONSULTING ENGINEERS
Client: City of Wylie Date: 08-Jun-07
Project: South Ballard Avenue
County Line to Alanis Drive By: JRC
ENGINEER'S OPINION OF CONSTRUCTION COST
Item No. Description Quantity Unit Price Amount
Project Description: 4-lanes oT a future 6-lane divided Thoroughfare, 12-foot Innes, 8-inc6 thick, reinforced
concrete street wit6 curbs and unde round storm draina e
Project Length 6,500 L.F.
Normal Width Each Side 25 B-B
Expected Avernge Depth of Roadway Excavation 2.50 feet
Lime Stabilized Subgrade Application Rate 8% by unit wei ht
1 Ri ht-of-wa Pre aration 65 Sta. $ 4,000.00 $ 260,000
2 Unclassified Excavation 60,185 C.Y. $ 9.00 $ 541,667
3 12-inch Lime Treated Sub ade 42,900 S.Y. $ 5.00 $ 214,500
4 Hydrated Lime 65#/S.Y. 1,394 Tons $ 115.00 $ 160,339
5 6-inch Monolithic Concrete Curb lus 5% for Median 0 enin s) 27,300 L.F. $ 2.00 $ 54,600
6 8-inch Reinforced Concrete Pavement lus 10% for Intersections 39,722 S.Y. $ 35.00 $ 1,390,270
7 Reinforced Concrete Drivewa s 420 S.Y. $ 40.00 $ 16,800
8 Side Street Concrete Transitions 800 S.Y. $ 42.00 $ 33,600
9 Finish Grade and Soddin lus 10%outside ROW 47,533 S.Y. $ 7.00 $ 332,733
10 5-foot Wide Reinforced Concrete Sidewalk (both sides) 7,222 S.Y. $ 34.00 $ 245,556
11 Handica Ram s 16 Ea. $ 1,500.00 $ 24,000
Paving Improvements Subtotal: $ 3,274,064
12 Under round Storm Draina e Im rovements 33% of Pavin Im rovements $ 1,080,441
13 Multi le Box Culverts with Headwalls 1 L.S. $150,000.00 $ 150,000
] 4 Offsite Storm Draina e Im rovements 250 L.F. $ 200.00 $ 50,000
Drainage Improvements Subtotal: $ 1,280,441
15 Landsca in & Irri ation Im rovements 6,500 L.F. $ 60.00 $ 390,000
16 Street Li htin Im rovements 6,500 L.F. $ 80.00 $ 520,000
Pavin , Draina e and Aesthetics Im rovements: $ 5,464,506
Miscellaneous Contin encies: 15% $ 819,676
Pavin , Draina e and Aesthetics Im rovements Subtotal: $ 6,284,181
Pro'ect Cost er Linear Foot: $ 966.80
En ineerin , Surve in & Geotechnical Investi ation (Estimated): $ 553,000
Material Testin and Quali Control (Estimated): $ ]00,000
Ri t-of-wa Pre aration (Estimated): $ 36,000
Subtotal, Professional Fees (Estimated): $ 689,000
Pro'ect Total: $ 6,973,181
USE (ROUNDED UP TO NEAREST $10,000): $ 6,980,000
Ri t-of-way Ac uisition ( 60' x Len = 9.0 Acres $50,000/Acre): $ 450,000
J:\Clerical\Wylie~2007126 Roadway CIP~Eng-Estimates\Conceptual Budgets.zls~E7-S Ballard S
BIRKHOFF~ HENDRICKS & CONWAY~ L.L.P. ~ Project No. 2007126
CONSULTING ENGINEERS
Client: City of Wylie Date: 07-Jun-07
Project: Stone Road Paving and Drainage Improvements
Akin Lane to County Line BY~
ENGINEER'S OPINION OF CONSTRUCTION COST
Item No. Description Quantity Unit Price Amount
Project Description: 4-lanes of a future 6-lane divided Thoroughfare, 12-foot Ianes, 8-inch thick, reinforced
concrete street with curbs and underground storm drainage
Project Length 11,200 L.F.
Normal Width Each Side 25 B-B
Expected Average Depth of Roadway Excavation 2.50 feet
Lime Stabilized Subgrade Application Rate 8% by unit weight
1 Ri ht-of-wa Pre azation 112 Sta. $ 4,000.00 $ 448,000
2 Unclassified Excavation 103,704 C.Y. $ 9.00 $ 933,333
3 12-inch Lime TTeated Sub rade 73,920 S.Y. $ 5.00 $ 369,600
4 Hydrated Lime 65#/S.Y. 2,402 Tons $ 115.00 $ 276,276
5 6-inch Monolithic Concrete Curb ( lus 5% for Median enin s) 47,040 L.F. $ 2.00 $ 94,080
6 8-inch Reinforced Concrete Pavement lus 10% for lntersections) 68,444 S.Y. $ 35.00 $ 2,395,540
7 Reinforced Concrete Drivewa s 1,800 S.Y. $ 40.00 $ 72,000
.M..« 8 Side Street Concrete Transitions 2,000 S.Y. $ 42.00 $ 84,000
9 Finish Grade and Soddin lus 10% outside ROW) 82,522 S.Y. $ 7.00 $ 577,656
10 5-foot Wide Reinforced Concrete Sidewalk (both sides) 12,444 S.Y. $ 34.00 $ 423,1 l l
11 Handica Ram s 50 Ea. $ 1,500.00 $ 75,000
Paving Improvements Subtota?: $ 5,748,596
12 Under ound Storm Draina e Im rovements 33% of Pavin Im rovement $ 1,897,037
13 Multi le Box Culverts with Headwalls 1 L.S. $350,000.00 $ 350,000
14 Offsite Storm Draina e Im rovements 800 L.F. $ 200.00 $ 160,000
Drainage Improvements SubtotaL• $ 2,407,03'7
15 Landsca in & Irri ation Im rovements 11,200 L.F. $ 60.00 $ 672,000
16 Street Li hting Im rovements 11,200 L.F. $ 80.00 $ 896,000
Pavin , Draina e and Aesthetics Im rovements: $ 9,723,633
Miscellaneous Contin encies: 15% $ 1,458,545
Pavin , Draina e and Aesthetics Im rovements Subtotal: $ 11,182,178
Pro'ect Cost er Linear Foot: $ 998.41
En ineerin , Surve in & Geotechnical Investi ation (Estimated): $ 930,000
Material Testin and Qualit Control (Estimated): $ 170,000
Ri ht-of-wa Pre azation (Estimated): $ 45,000
Subtotal, Professional Fees (Estimated): S 1,145,000
Pro'ect Total: $ 12,327,178
USE (ROUNDED UP TO NEAREST S1Q000): $ 12,330,000
Ri ht-of-wa Ac uisition ( 50' x Len th = 12.7 Acres $50,000lAcre): $ 635,000
J:\Clerical\Wylie~2007126 Roadway CIP\Eng-Estimates\Conceptual Budgeu.xls\E8-Srone E
BIRKHOFF~ HENDRICKS & CONWAY~ L.L.P. Pro~ect No. 2007126
CONSULTING ENGINEERS
Client: City of Wylie Date: OS-Jun-07
Project: East Brown Street
SH 78 to Stone Road BY~ ~C
ENGINEER'S OPINION OF CONSTRUCTION COST
Item No. Description Quantity Unit Price Amount
Project Description: 4-lanes of a future 6-lane divided Thoroughfare, 12-foot lanes, 8-inch thick, reinforced concrete
street with curbs and unde round storm draina e
Project Length i 1,000 L.F.
Normal Width Each Side 25 B-B
Expected Average Depth of Roadway Excavation 2.50 feet
Lime Stabilized Subgrade Appiication Rate 8% by unit wei ht
1 Ri t-of-way Pre aration 110 Sta. $ 4,000.00 $ 440,000
2 Unclassified Excavation 99,537 C.Y. $ 9.00 $ 895,833
3 12-inch Lime Treated Sub ade 70,950 S.Y. $ 5.00 $ 354,750
4 Hydrated Lime c 65#/S.Y. 2,306 Tons $ 115.00 $ 265,176
5 6-inch Monolithic Concrete Curb lus 5% for Median enin s) 45,150 L.F. $ 2.00 $ 90,300
6 8-inch Reinforced Concrete Pavement lus 10% for Intersections) 65,694 S.Y. $ 35.00 $ 2,299,290
7 Reinforced Concrete Drivewa s 750 S.Y. $ 40.00 $ 30,000
8 Side Street Concrete Transitions 2,000 S.Y. $ 42.00 $ 84,000
t W~ 9 Finish Grade and Soddin lus 10%outside ROW) 66,156 S.Y. $ 7.00 $ 463,089
10 5-foot Wide Reinforced Concrete Sidewalk (both sides) 11,944 S.Y. $ 34.00 $ 406,111
11 Handica Ram s 40 Ea. $ 1,500.00 $ 60,000
Paving Improvements Subtotal: $ 5,388,549
12 Under round Storm Draina e Im rovements 33% of Pavin Im rovements $ 1,778,221
13 220' Brid e(51' Wide 2 Ea. $ 517,000.00 $ 1,034,000
14 Multi le Box Culverts and Headwalls 2 L.S. $ 200,000.00 $ 400,000
15 Offsite Storm Draina e Im rovements 600 L.F. $ 200.00 $ 120,000
Drainage Improvements Subtotal: $ 3,332,221
16 Landsca in & Irri ation Im rovements 10,700 L.F. $ 60.00 $ 642,000
17 Street Li tin lm rovements I 1,000 L.F. $ 80.00 $ 880,000
Pavin , Draina e and Aesthetics and Si nal Im rovements: $ 10,242,770
Miscellaneous Contin encies: 15% $ 1,536,416
Pavin , Draina e and Aesthetics and Si nal Im rovements Subtotal: $ 11,779,186
Pro'ect Cost per Linear Foot: $ 1,070.84
En ineerin , Surve in & Geotechnical Investi ation (Estimated): $ 980,000
Material Testin and Quality Control (Estimated): $ 172,000
Ri ht-of-wa Pre aration (Estimated): $ 68,000
Subtota?, Professional Fees (Estimated): $ 1,220,000
Pro'ect Total: $ 12,999,186
.W..~ USE (ROUNDED UP TO NEAREST $10,000): $ 13,000,000
Ri t-of-wa Ac uisition ( 40' x Len = 10.1 Acres $50,000/Acre): $ 505,000
J:\Clerical\Wylie\2007126 Roadway CIP~Hng-Estimates\Conceptual Budgets.xls\E9-E Brown
EXHIBIT B
LAND USE ASSUMPTIONS
Ordinance No. 2007-27
Adopting Thoroughfare CIP
Birkho,~; Hendricks & Conway, L.L.P.
~ III. LAND USE ASSUMPTIONS (Provided By: The Ciry Of Wylie)
A. Purnose
Chapter 395 of the Texas Local Government Code prescribes the process by which cities
in Texas must formulate development impact fees. The initial step in this process is the
establishment of "land use assumptions" for the City upon which the impact fee program
is based. These land use assumptions, which are derived from the Future Land Use Plan
and from population projections adopted in the Comprehensive Plan, will become the
basis for the preparation of impact fee capital improvement plans for water and
wastewater facilities.
To assist the City of Wylie in determining the need for, and the timing of, capital
improvements to serve future development, a reasonable estimation of future growth is
required. The purpose of this report is to formulate growth and development projections
based upon assumptions pertaining to the type, location, quantity and timing of various
future land uses within the community, and to establish and document the methodology
used for preparing the growth and land use assumptions.
B. Elements of The Land Use Assumption Report
This report contains the following components:
1) Methodology Explanation of the general methodology used to prepare the land
use assumptions.
2) Service Zone Map (Plate 1) - The impact fee service area for water and
wastewater facilities.
3) Base Data - Information on population and land use for Wylie for each capital
facility/impact fee service area.
4) Ten-Year Growth Assumptions - Population and land use growth assumptions
for ten years for each capital facility/impact fee service area.
5) Ultimate Population Projections - Projections that reflect a completely
developed condition, based upon the City's ultimate "build-out" scenario.
6) Summary - Brief synopsis of the land use assumptions report.
j:~clericel\wylie~2002-164 w&ww impact Cees~reponsUeporl-I.doc '
Birkho,fJ; Hendricks & Conway, L.L.P.
{~F C. Methodolo~v
Based upon the growth assumptions and the capital improvements that will be needed to
support future growth, it is possible to develop an impact fee structure which fairly
allocates capital improvement costs to growth areas in relationship to their impact upon
the entire infrastructure system. The database and projections in this report have been
formulated using reasonable and generally accepted planning principles and
methodologies.
These land use assumptions and future growth projections take into consideration several
factors influencing development patterns, including the following:
1) The character, type, density and quantity of existing development
2) Existing land use patterns
3) Anticipated future land uses (as shown in the City's Future Land Use Plan)
4) Availability of land for future expansion, and the City's physical holding capacity
5) Current growth trends in the City and region
6) Location and configuration of undeveloped (vacant) land
7) Known or anticipated development projects
8) Potential sanitary sewer availability (e.g., topographical constraints)
9) Growth policies adopted in the Future Land Use Plan
A summary of the general methodology used for the preparation of this report follows:
1) Establish impact fee water and wastewater service areas (see Section II - Service
Area Map).
2) Collect/determine benchmark (i.e., base year) data on population and land use as of
January 2005 (see Section III - Base Year Data).
3) Project population and land use growth for ten years by impact fee service areas
(see Section IV - Ten-Year Growth Assumptions).
4) Project the ultimate population for a fully developed City, assuming full
,q~ development of service area(s) (see Section V- Ultimate Population Projections).
A more detailed methodology for each is contained within the referenced sections.
j:\clencal\wviie~20o2-164 w&ww impact fasUeportsUepon-l.dx ' 8'
Birkho,~; Hendricks & Conway, L.L.P.
M~~ D. Service Area Maps
Figure 1R on the following page shows the proposed service area for water and
wastewater facilities. The service area boundary for wastewater includes all land area
within the existing City limits, all that land within the Wylie water CCN, and those
portions of shared CCNs that Wylie will serve as development occurs. The service area
boundary for water includes all that land within the Wylie water CCN, and those portions
of shared CCNs that Wylie will serve as development occurs. A recommended priority
listing of projects for water and wastewater facilities will be outlined in the City's Capital
Improvements Program (CIP). The actual ten-year CIP upon which the impact fee
program must be based will be prepared separately, per the requirements of Chapter 395.
j:\clencal\wylie~2002-164 w&ww impact feeslreportsUeporl-l.doc - 9-
~
- , , ,
- ~ i_'_ ~
~ ~a~~~-
r - a ~
~ " I~
_ ! - _ ~ ~ i i,{~ ~ -
~
~ - -
, _ _ - - ~ , ~1 I
_ ~
~ -
` ~ t~• ~ ~e "_ir
. :
~
_ Ir- _ 1
f= I ' ~..1_. ' . i ~ ~
, V
. ~ '
- ; ~ E ' i ~ I ~ ~ ~ - .
I t _ ~i I .
. . _ . - ,r..-: . ,
_ . _ _ ~ :
~ ~ i ? - - ~
~ . .
. - - - ~
. ,
. - ~ -
_ _
r ~ . ~ ~ .1If. - ~ ~ I'
. - ~ r ~'i
~ - ~ ~
, . > ,
, „~.7 • .
, i
`
~ T , _
l
% ~2 j - . J ~ ,
r : ~ - - IF ~;~r~ ! n I . `
` ' ~ .a.
. . ~ ? • ~ I ~ I ~ . s -
. ~ . . , i
- ( \ ' . _1 • . . . .
. I_`~.! '~1
_ . " - _ . ' ` Ili ~ . .
a r 14~s ~ ~ ~ r ,~,,err~`'
_ . ~
: _ - ~ _ ~
~ ~
I : - - /
, ~
Y ~ -
I `
_ '
~ ~ t. . ~
~1-- ~ _ \ , /
- - - ~
---(-~-r / . ~ .
~
_ ~ ~ ; , - i ~ ~ : I L~ 11_I; I ~
_ T-~
. . " . . ~ t..._. .
: L
-
. - . _ - ~ '
~ ~ t_ ~ _ _ ~ .
~ ; - ,
~ ~t ( . -
,
~ - ~ . . ~ - ~ II t-. t _ .
. . ~r ~ , ~ '
J !
- ~ ~ ~ , . I_ ~ , ~ ~ ~ ~ ~ /
~ ~ _ -a . U c~ f_~ ~ 1 ~ .
i_ ~ _ ~ - : n, : , ~ ~ : l
. ~ _ r
; : L -
~
, ~
- . -i ~ ;
~ , - , _
- ~ -
_
~ ' . ' ~ , . I~ - ,~,C
~ -`ls ~ - i ~ ~ ¦ ~ ~ >L_ _ _ ^ .
' ~ _ f' _ ,
~ ~ _ : ~ -
~ ~ ~ c r-~~ - ~ ~ , .
' ; ~ ~ i ~ ~ , - j- _ LEGEND .
„
, , ,
~ '
~
;
~1
. ~
' , " : ' !,;i i " - , _ anu.r
~
a ; . - i . :1 I . _ - - ~ ~ w157fl'~1LR 4?,K.E 'AU ~
~ ; , _ . ~ . _
1 : - I~
i t , . _ _ ¦ ~ ¦ MAIER SERr~CF MfA
. 4 ._r. ~ , ~ ~ '
~ ~ : - r ,
o ~ ~ • .1
~a. ~
~ , - ,
s~ ~ ~r j ~ - _ ~
- ~
i ~
~ . _
~ ~ ;a~~' ~ ~a ~
~ ~ ~ ,
ZFI~ ` ~ Y/~ ~ . ~ ~ _ ,
I
t F h. ~ ~ r`% ; -r-`._ ~ y CI watER a+o w~I~T~EXAS
z , ; - _ Y`~~, , s~vicE u~ ww
r
~ ~ ~ r ~ - erno+arr e caiM~r ~ ~ o
. _ , ~ ` ' l ` ' i . ~
~ • ~ OCT.. 2005
. . f.i ' Y _ . . DwY.w~ mtw~TJin l~i~-JS~-lf00
Birkhoff, Hendricks & Conway, L.L.P.
~ E. Base Year Data
This section documents historical growth trends and base data for the City. This
"benchmark" information provides a starting basis of data, as established in the City's
Future Land Use Plan and updated in Apri12005, for the ten-year growth assumptions.
One method of predicting future growth is looking at past growth. The historical growth
rates for Wylie are shown in Table 1 below.
Table 1
HISTORICAL GROWTH RATE
City of Wylie, Texas
Compounded
City of % Average Annual
Year W lie Chan e % Chan e er Period
1970 ~l~ 2,675 0.0% 0.0%
1980 ~l~ 3,152 17.8% 1.6%
1990 ~l~ 8,716 176.5% 10.7%
2000 ~1~ 14,965 71.7% 5.6%
2004 ~2~ 26,150 174.7% 15.0%
Source: U.S. Census.
~Z~ Source: City of Wylie, Apri12005.
Over the 30-year period of 1970 to 2000, the City of Wylie experienced a significant
amount of growth. The City is continuing to experience a significant increase in
population, housing, and commercial development activity. As of January 2005, the City
of Wylie had a total of 2,852 residential lots in various stages of development, including
recently approved zoning cases and plats. The build-out of these lots will increase the
existing housing stock as follows: 8,980 existing units (2004) + 2,852 future units (2005)
= 11,832 units or 31.8 % increase. Accordingly, it is anticipated that the City has the lot
inventory to maintain the significant increases in population and housing growth
experienced over the last ten to twenty years.
It is also anticipated that the City will continue to receive petitions for the zoning and
platting of new subdivisions. There are a number of pending development cases that will
provide for additional new residential units.
j:lclencel\wylie~2002-I64 w&ww impacl fees\raponsUepon-I.doc - 1 1-
Birkhoff, Hendricks & Conway, L.L.P.
~ Another comparison and useful base data source for population growth is the past trends
in residential construction. Table 2 shows the growth trend in residential construction in
the City from 2000 to 2004. At the end of 1999 there were approximately 5,340
residential units this is the base number for percentage of growth.
Table 2
RESIDENTIAL BUILDING PERMITS PER YEAR
City of Wylie, Texas
_ _ . _ _ -
Year Prior Total Residential Units New Residential Units % Growth
2000 5,340 385 ~l~ 7.2%
2001 5,725 749 ~l~ 13.1%
2002 6,474 1,085 ~I~ 16.8%
2003 7,559 1,415 ~2~ 18.7%
2004 8,974 1,162 ~2~ 12.9%
Average: 959 new residential units per year over 5 years
Source: ~l~ Current Housing Estimates, North Central Texas Council
of Governments, 2000, 2001 and 2002.
~2~ City of Wylie Building Department, 2003 and 2004.
The growth in housing shown in Table 2 illustrates the recent trend in residential activity
for the City of Wylie. The trend shown here reflects that observed for the recent trend in
population growth. The City has seen sharp increases in residential growth over the past
few years. As mentioned earlier, the City's available lot inventory is increasing.
For the purposes of documenting changes in population, land use, density and intensity,
the data format to be used as a basis to formulate the land use assumptions will be
principally population and land use estimates. These estimates and the land use
inventory, from the City's Future Land Use Plan, were used to establish a beginning
baseline and updated to January 2005 for the projections for Wylie.
1) Population and Land Use
Existing land uses were documented throughout each of the service areas in
development of the Land Use Plan. Residential and non-residential building
L~~. activity for each of the service areas was then analyzed to establish base population
and employment estimates for January 2005.
j:\clencal\wylie~2002-164 w&ww impact fecslreportsUepon-I.doc " 12 '
Birkhoff, Hendricks & Conway, L.L.P.
The estimated population in January 2005 for both service areas is:
Water Wastewater
¦ Population 25,325 29,427
¦ Dwelling Units 8,980 10,434
¦ Households 8,585 9,975
These residential calculations are based on the following assumptions:
¦ Occupancy Rate 95.6 percent (2000 U.S. Census for Wylie); and
¦ Average Household Size 2.95 persons/household (2000 U.S. Census).
2) Land Use
Prior to an evaluation and projection of future land use patterns, an understanding
of existing conditions is essential. Documentation of existing land use patterns
within the City and its ETJ was included as part of the Land Use Plan. This data
has been updated to reflect the residential and non-resident development activity
that has occurred through January 2005. This documentation provides an overview
~ of the general present physical composition and condition of the City.
Table 3 shows a summary of estimated existing land uses for the land area within
the water and sanitary sewer service zones.
TABLE 3A
Existing Land Use For The Water Service Zones - 2004
City of Wylie, Texas
Acres Used Percent of
Land Use evelo ed Develo ed Area
Low Densi Residential 1,527 21.71%
Medium Densit Residential 2,352 33.43%
Hi h Densi Residential 142 2.02%
Commercial /Retail/Office 265 3.77%
School, Public/Semi-Public, Services 198 2.81%
Downtown Historic District 34 0.48%
Utilities/Heav Industrial 373 5.30%
Li ht Industrial 2 0.03%
Parks & O en S ace 88 1•25°~a
A ricultural 2,054 29.20%
~ Total Area: 7,035 100.00%
Source: Ciry of Wylie, Apri12005.
j:\clencal\wylie12002-7G4 w&ww impact fees~reponsUeport-I.doc - 13 -
Birkhoff, Hendricks & Conway, L.L.P.
TABLE 3B
Existing Land Use For The Sanitary Sewer Service Zones - 2004
City of Wylie, Texas
Acres Used Percent of
Land Use evelo ed Develo ed Area
Low Densi Residential 2,799 22.87%
Medium Densi Residential 3,501 28.60%
Hi h Densi Residential 186 1.52%
Commercial /Retail/Office 482 3.94%
School, Public/Semi-Public, Services 334 2.73%
Downtown Historic District 34 0.28%
Utilities/Heav Industrial 447 3.65%
Li ht Industrial 155 1.26%
Parks & O en S ace 213 1.74%
A ricultural & Flood lain 4,090 33.41%
Total Area: 12,241 100.00%
Source: City of Wylie, Apri12005.
Table 4 shows a summary of estimated existing land uses (as of Apri12005), in acres
per 100 persons, assuming 3 people per ESFU for the land area within the water and
wastewater service areas.
TABLE 4A
Existing Land Use Per 100 Persons
For The Water Service Zones - 2004
City of Wylie, Texas ~l~
Acres Per
Land Use Cate o 100 Persons
Low Densi Residential 5.84
Medium Densi Residential 8.99
Hi h Densi Residential 0.54
Commercial /Retail/Office 1.01
School, Public/Semi-Public, Services 0.76
Downtown Historic District 0.13
Utilities/Heav Industrial 1.43
Li ht Industrial 0.01
Parks & O en S ace 0.34
A ricultural 7•85
Total Area: 26.90
Based upon 2004 population of 26, I SO persons. Source: City of Wylie
j:\clencal\wylie~2002-IfKI w&ww impact featUeponsUepon-I.doc - 14 -
Birkhoff, Hendricks & Conway, L.L.P.
j'~"~ TABLE 4B
Existing Land Use Per 100 Persons
For The Sanitary Sewer Service Zones - 2004
City of Wylie, Texas ~l~
Land Use Cate o Acres Per 100 Persons
Low Densi Residential 10.71
Medium Densit Residential 13.39
Hi h Densi Residential 0.71
Commercial /Retail/Office 1.84
School, Public/Semi-Public, Services 1.28
Downtown Historic District 0.13
Utilities/Heav Industrial 1.71
Li ht Industrial 0.59
Parks & O en S ace 0.81
A ricultural & Flood lain 15.64
Total Area: 46.81
Based upon 2004 population of 26,1 SO persons. Source: City of Wylie
F. Ten-Year Growth Assumptions
~..n„ Growth is characterized in two forms: population (residential land use) and
nonresidential land use. Several assumptions were necessary in order to arrive at
reasonable growth rates for population and employment in the City of Wylie. The
following assumptions were made as a basis from which 10-year projections are initiated:
1) Future land uses will occur as shown on the Future Land Use Plan.
2) The City will be able to finance the necessary improvements to the water and
wastewater systems to accommodate expected growth.
3) School facilities will accommodate expected increases in school-age population.
4) Densities will be as projected, based upon anticipated zoning districts.
5) Known or anticipated development projects will occur as presently planned.
The 10-year projections, or land use assumptions, are based upon the establishment of a
reasonable growth rate based upon past trends and/or other considerations. Considering
the increasing trends in population and housing growth (Table 2) and the City's
proximity to the Dallas/Fort Worth metropolitan area and combining these factors with
anticipated development projects provides a reasonable indication of growth potential.
~ Based upon these assumptions, the annual average number of residential dwelling units
constructed per year over the next 10-year period is projected to be 900. A household
size of 2.95 persons per household with an occupancy rate of 95.6 percent was used to
j:lclencel\wylie12002-164 w&ww impact feeslreportsUepon-I.doc ' 15 "
Birkhoff, Hendricks & Conway, L.L.P.
calculate the future population based on the projected residential activity. The 2004
population of 26,150 (Table 1) is projected to increase to approximately 51,520 by the
year 2015, representing a compounded annual growth rate of 7.02%. This rate would
generate an average population increase of about 2,537 persons per year. The following
shows the formula for calculating the ten-year growth assumptions:
Residential:
900 dwelling units x 0.956 occupancy rate = 860 occupied dwelling units/year
860 occupied dwelling units/year x 2.95 household size = 2,537 persons/year
2,537 persons/year x 10 years = 25,370 persons net 10-year residential growth
"Note: It should be noted that the 10 year population and housing projection assumes growth potential
within the existing municipal boundaries and the existing extraterritorial jurisdiction (ETJ).
These projections do not assume residential growth beyond the existing ETJ. "
This rate of growth (7.02% compound annual growth rate) is a reasonable rate for Wylie
to be expected to grow at over the next 10 years. The growth rate projected for Wylie is
less than the compounded annual growth rate over the last 14 years (8.2%) and is
consistent with other comparable cities within the region. The region, in which Wylie is
located, is one of the State's fastest growing population and employment centers.
Table 5 shows the average annual compounded growth rates for other cities in the area
and for Collin County from 1990 to 2000:
TABLE 5
Populations and Growth Rates of Area Cities
and Collin County 1990 and 2000
Compounded Average
Ci /Jurisdiction 1990 Po ulation 2000 Po ulation Annual % Chan e
W lie 8,716 14,965 5.6%
Allen 19,315 43,544 8.0%
Frisco 6,138 33,714 19.0%
McKinne 21,283 54,369 10.0%
Mur h 1,547 3,099 7.0%
Plano 127,885 222,030 6.0%
Pros er 1,018 2,097 7.0%
Collin Coun 219,212 415,219 7.0%
Source: U.S. Census, 1990 and 2000.
j:\clerical\wylie~2002-164 w&ww impazt fees\reportsUepon-I.doc - 16 -
Birkhoff, Hendricks & Conway, L.L.P.
Table 5 illustrates that the regional growth pattern is continuing to move outward from
Dallas toward the City of Wylie. Those cities that experienced the greatest amount of
growth from the 1980s to the 1990s have achieved significant levels of build-out and
those cities further north have begun to experience significant population and housing
increases. Those cities north and west of Wylie are currently experiencing growth rates
similar to those projected for Wylie through 2015.
The projected annual growth rate for the City of Wylie and the resulting population
projection of 51,520 persons for the 10-year planning horizon is considered reasonable
for planning purposes. As mentioned, this growth is projected throughout the City's
water and wastewater service area, with a substantial amount of the growth being beyond
the current municipal boundaries during the next ten years. The above mentioned growth
rate represents growth throughout the water and wastewater service zones.
It is anticipated that most of this projected growth will ultimately be incorporated into the
City service area limits for several reasons:
1) More stringent environmental laws pertaining to septic waste systems.
2) Increasing insurance rates outside corporate City limits.
3) The City's progressive philosophy regarding water and sewer line extensions.
4) Proposed upgrading of construction standards in the City's ETJ.
Changes in population affect the use of land. In the case of Wylie, increased population
is due to the conversion of vacant or agricultural land into residential and other land uses.
Non-residential development will increase in order to provide the goods and services that
the increased population will demand. The estimation of the additional acres to be
developed for the next 10 years will aid in the determination of demand for additional
water and wastewater facilities.
j:\clencal\wylie~2002-164 w&ww impact feas\reponsUeport-l.doc
Birkhoff, Hendricks & Conway, L.L.P.
Table 6 shows the additional Retail/Office, Commercial, and industrial land uses
required for the increase in population projected through 2015 (25,370 people).
TABLE 6A
TEN-YEAR LAND USE PROJECTIONS 2015
For The Water Service Zones - 2015
City of Wylie, Texas
Future Acres Acres Required For
- - Land-Use - - Per--100 Persons - 25,37-0 Fersons- -
Commercial/Retail/Office 1.80 457
School, Public/Semi-Public, Services 0.67 170
Utilities, Heav and Li ht Industrial 2.50 634
Parks & O en S ace 1.03 261
Total Acres: 6.00 1,522
Source: City of Wylie, Apri12005.
The future acres per 100 persons reflect those ratios that have been observed for Texas
cities with healthy local economies. It should be noted that these ratios also closely
reflect the existing land use mix for Wylie's water and wastewater service areas. The
~ ratios are used to calculate the amount of non-residential development that the local
population may support.
G. Ultimate Population Proiection
An ultimate, or holding capacity, land use and population projection was also established
in the City of Wylie's Future Land Use Plan. First, known densities of development were
considered. Then, based upon the remaining developable vacant land in Wylie and its
ETJ, densities of anticipated development projects were applied. The ultimate population
of the City of Wylie is a function of anticipated residential land use area (acres), housing
density (dwelling units per acre), and population density (persons per dwelling unit).
Based upon the land uses identified on the Future Land Use Plan, the total ultimate land
use areas of residential development were calculated using the density standards adopted
as part of the Future Land Use Plan. The ultimate holding capacity for the planning area,
assuming that each residential area is built out to its maximum capacity, generates a
maximum population of approximately 75,600 persons for the sewer service area,
excluding the unincorporated lake areas.
j~\clericel\wylie~2002•1G4w&wwimpectCceslreports4epon-I.doc ' Ig"
Birkhoff, Hendricks & Conway, L.L.P.
H. Summary
The data used to compile these land use assumptions were from three sources, anticipated
development for the City of Wylie, residential building data and other data from the City,
and information from the Future Land Use Plan. The ten-year growth projections were
calculated based upon reasonable growth rates and trends for Wylie and the surrounding
area. Ultimate projections were based upon the holding capacity of vacant land using
land use types and applying densities as established by development policies, the Future
Land Use Plan, and known proposed development plans.
The land use assumptions may be summarized as follows:
1) The Wylie wastewater planning area contains approximately 24.19 square miles,
about 50% of which is presently undeveloped land or right-of-way.
2) The 2004 estimated population in the existing water service area is 25,325. The 2004
estimated population in the existing wastewater service area is 29,427.
3) The ten-year growth projections were calculated using a compounded average annual
growth rate of approximately 7.02%.
4) The ten-year population projection for Wylie is approximately 51,520 persons inside
the water service area and 57,996 in the sanitary sewer service area.
5) The ultimate (build-out) population within the water service area is approximately
55,900 persons and 75,600 persons in the wastewater service area, according to the
adopted Land Use Plan.
j:\clencal\wylie~2002•164 w&ww impnct fees~repoftstrepon-I.doc - 19 -
~ C8~S Media, Inc.
~~je ~armer~bille ~ime~ • Murphy Monitor • The Princeton Herald • The Sachse News • THE WYI.IENEWS
~ L~
~
O i
STATE OF TEXAS ~
Y F COLLIN
COUNT O ~
Before me, the undersigned authority, on this day personally appeared Chad Engbrock,
publisher of The Wylie News, a newspaper regularly published in Collin County, Texas and
having general circulation in Collin County, Texas, who being by me duly sworn, deposed and
says that the foregoing attached
City of Wylie
Ordinance numbers 2007-26, 2007-27, 2007-28
was published in said newspaper on the following dates, to-wit:
September 5, 2007
~
,
%G
Chad Engbrock, Publisher
`1 ~
Subscribed and sworn before me on this, the day of -'~1 '7_~ 2007
to certify which witness my hand and seal of office.
MARY 5WANK
.~`~+~"Y ~~B%''
~`s Notary ~'~+b~~c; Stete of ,exas
My Cnmmiss'ion Expires ~ / "
f~:,~a~ 2010 d V
+r ggptember 22,
otary Public in and for
The State of Texas
My commission expires ~ ~ 6
~ ~ ~
0CT ti ~ Z007
~
Murphy/Sachse/Wylie Office • 110 N. Ballard • P.O. Box 369 • Wylie, TX 75098 • 972-442-5515 • fax 972-442-4318
Farmersville/Princeton Office • 101 S. Main • P.O. Box 512 • Fa~mersville, TX 75442 • 972-784-6397 • faac 972-782-7023
ORDINANCE
NO. 2007-27
AN ORDINANCE OF THE
CTTY OF WYLIE, TEXAS,
ADOPTING THE THOR-
OUGHFARE CAPITAL
IMPROVEMENTS PLAN;
PROVIDING FOR REPEAL-
IlVG, SAVINGS AND SEiY-
ERAB CLAUSES;
O IlVG FOR AN
DATE OF THIS
ORDINAN .