The URL can be used to link to this page

WA1005- CS120207 FINAL DRAFT Water, Wastewater and Roadway Impact Fee Report February 2012 Prepared for: City of Coppell Prepared by: FREESE AND NICHOLS, INC. 4055 International Plaza, Suite 200 Fort Worth, Texas 76109 (817) 735‐7300 Water, Wastewater and Roadway Impact Fee Report City of Coppell FINAL DRAFT Water & Wastewater Impact Fee Report February 2012 CITY OF COPPELL 255 Parkway P.O. Box 9478 Coppell, Texas 75109 FREESE AND NICHOLS, INC. 4055 International Plaza, Suite 200 Fort Worth, Texas 76109 FNI Project Number: CPL11254 DRAFT THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF JESSICA BROWN, P.E., TEXAS NO. 90098 ON FEBRUARY 7, 2012. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES. FREESE AND NICHOLS, INC. TEXAS REGISTERED ENGINEERING FIRM F‐ 2144 Water, Wastewater and Roadway Impact Fee Report City of Coppell i TABLE OF CONTENTS 1.0 Background ............................................................................................................................. 1‐1 2.0 Land Use Assumptions ........................................................................................................ 2‐1 2.1 Service Area ................................................................................................................... 2‐1 2.2 Historical Population ..................................................................................................... 2‐3 2.3 Projected Population ..................................................................................................... 2‐3 2.4 Land Use ........................................................................................................................ 2‐4 3.0 Capital Improvements Plan ............................................................................................... 3‐1 3.1 Water and Wastewater Load Projections ..................................................................... 3‐1 3.2 Water and Wastewater System Improvements............................................................ 3‐3 4.0 Water and Wastewater Impact Fee Analysis ............................................................... 4‐1 4.1 Service Units .................................................................................................................. 4‐1 4.2 Maximum Impact Fee Calculations ............................................................................... 4‐3 5.0 Roadway Impact Fee Analysis .......................................................................................... 5‐1 5.1 Methodology ................................................................................................................. 5‐1 5.2 Roadway Impact Fee Service Area ................................................................................ 5‐2 Roadway Impact Fee Land Use Assumptions ........................................................................... 5‐3 5.3 Establishment of the Roadway Capital Improvement Plan .......................................... 5‐3 5.4 Roadway Level of Service .............................................................................................. 5‐4 5.5 Roadway Impact Fee Service Units ............................................................................... 5‐5 5.6 Roadway Existing Conditions Analysis .......................................................................... 5‐6 5.7 Existing Conditions Analysis .......................................................................................... 5‐7 5.7.1 Existing Traffic Volumes ......................................................................................... 5‐7 5.7.2 Vehicle‐Miles of Existing Capacity (Supply) ........................................................... 5‐8 5.7.3 Vehicle‐Miles of Existing Demand ......................................................................... 5‐8 5.7.4 Vehicle‐Miles of Existing Excess Capacity or Deficiencies ..................................... 5‐9 5.8 Calculating Impact Fees ................................................................................................. 5‐9 5.8.1 Trip Generation .................................................................................................... 5‐10 5.8.2 Trip Length ........................................................................................................... 5‐11 Water, Wastewater and Roadway Impact Fee Report City of Coppell ii 5.8.3 Projected Growth and Vehicle‐Miles of New Demand ........................................ 5‐12 5.8.4 Capital Improvements Plan (CIP) ......................................................................... 5‐12 5.8.5 Vehicle‐Miles of New Capacity Provided ............................................................. 5‐16 5.8.6 Vehicle‐Miles of Existing Demand on Impact Fee CIP Roadways ........................ 5‐16 5.8.7 Maximum Cost per Service Unit .......................................................................... 5‐16 5.8.8 Land Use / Vehicle‐Mile Equivalency Table ......................................................... 5‐17 5.9 Calculating Impact Fees ............................................................................................... 5‐19 Water, Wastewater and Roadway Impact Fee Report City of Coppell iii LIST OF TABLES Table 2‐1 Historical Population .............................................................................................. 2‐3 Table 2‐2 Water and Wastewater Population Projections .................................................... 2‐3 Table 2‐3 Non‐residential Acreage ........................................................................................ 2‐4 Table 3‐1 Water Design Criteria ............................................................................................. 3‐1 Table 3‐2 Wastewater Design Criteria ................................................................................... 3‐1 Table 3‐3 Projected Water Demands ..................................................................................... 3‐2 Table 3‐4 Projected Wastewater Flows ................................................................................. 3‐2 Table 3‐5 Water System Impact Fee Eligible Projects ........................................................... 3‐4 Table 3‐6 Wastewater System Impact Fee Eligible Projects .................................................. 3‐5 Table 4‐1 Service Unit Equivalencies ..................................................................................... 4‐2 Table 4‐2 Water and Wastewater Service Units .................................................................... 4‐2 Table 5‐1 Increase in Developed Acreages for Years 2011 to 2021 ...................................... 5‐3 Table 5‐2 Roadway Facility Vehicle‐Mile Capacities .............................................................. 5‐5 Table 5‐3 Existing Excess Capacity and Demand ................................................................... 5‐9 Table 5‐4 Existing Excess Capacity and Deficiencies .............................................................. 5‐9 Table 5‐5 Projected Vehicle‐Miles of New Demand ............................................................ 5‐12 Table 5‐6 Summary of Roadway Cost .................................................................................. 5‐14 Table 5‐7 Projected Vehicle‐Miles of New Capacity (Supply) .............................................. 5‐16 Table 5‐8 Vehicle‐Miles of Existing Demand on CIP Roadways ........................................... 5‐16 Table 5‐9 Cost Per Service Unit Calculation ......................................................................... 5‐17 Table 5‐10 Land‐Use Vehicle‐Mile Equivalency Table2 .......................................................... 5‐18 LIST OF FIGURES Figure 2‐1 Service Area ........................................................................................................... 2‐2 Figure 2‐2 Existing Land Use ................................................................................................... 2‐5 Figure 2‐3 Existing Commercial Acres ..................................................................................... 2‐6 Figure 2‐4 Future Land Use ..................................................................................................... 2‐7 Figure 2‐5 Future Commercial Acres ....................................................................................... 2‐8 Figure 2‐6 Population and Non‐residential Acreage by Traffic Survey Zones ........................ 2‐9 Figure 3‐1 Water System Impact Fee Capital Improvements ................................................. 3‐6 Figure 3‐2 Wastewater System Impact Fee Capital Improvements ....................................... 3‐7 Figure 5‐1 Roadway Impact Fee CIP ...................................................................................... 5‐15 Water, Wastewater and Roadway Impact Fee Report City of Coppell iv APPENDICES Appendix A Water System Project Cost Estimates Appendix B Impact Fee Comparisons Appendix C Existing Roadway Inventory Appendix D Existing Roadway Capacity, Demand, Excess Capacity and Deficiencies Appendix E Projected Vehicle‐Miles of New Demand Appendix F Engineer’s Opinion of Probable Construction Cost Appendix G Roadway Improvements Plan Project CIP Service Units of Supply Appendix H Land Use Vehicle‐Mile Equivalency Table Water, Wastewater and Roadway Impact Fee Report City of Coppell 1‐1 1.0 BACKGROUND Chapter 395 of the Texas Local Government Code requires an impact fee analysis before impact fees can be created and assessed. Chapter 395 defines an impact fee as “a charge or assessment imposed by a political subdivision against new development in order to generate revenue for funding or recouping the costs of capital improvements or facility expansions necessitated by and attributable to the new development.” In September 2001, Senate Bill 243 amended Chapter 395 thus creating the current procedure for implementing impact fees. Chapter 395 identifies the following items as impact fee eligible costs:  Construction contract price  Surveying and engineering fees  Land acquisition costs  Fees paid to the consultant preparing or updating the capital improvements plan (CIP)  Projected interest charges and other finance costs for projects identified in the CIP Chapter 395 also identifies items that impact fees cannot used to pay for, such as:  Construction, acquisition, or expansion of public facilities or assets other than those identified on the capital improvements plan  Repair, operation, or maintenance of existing or new capital improvements  Upgrading, updating, expanding, or replacing existing capital improvements to serve existing development in order to meet stricter safety, efficiency, environmental, or regulatory standards  Upgrading, updating, expanding, or replacing existing capital improvements to provide better service to existing development  Administrative and operating costs of the political subdivision Water, Wastewater and Roadway Impact Fee Report City of Coppell 1‐2  Principal payments and interest or other finance charges on bonds or other indebtedness, except as allowed above In April 2011, the City of Coppell, Texas, authorized Freese and Nichols, Inc. (FNI) to perform an impact fee analysis on the City’s water and wastewater systems. The purpose of this report is to address the methodology used in the development and calculation of water and wastewater impact fees for the City of Coppell. The impact fees are being updated due to the revised comprehensive plan for the City. The methodology used herein satisfies the requirements of the Texas Local Government Code Section 395 for the establishment of water and wastewater impact fees. The following table provides a list of abbreviations used in this report. Abbreviation Full Nomenclature AWWA American Water Works CIP Capital Improvements Plan FNI Freese and Nichols, Inc. NCTCOG North Central Texas Council of Government TSZ Traffic Survey Zone Water, Wastewater and Roadway Impact Fee Report City of Coppell 2‐1 2.0 LAND USE ASSUMPTIONS Population and land use are important elements in the analysis of water and wastewater systems. Water demands and wastewater flows depend on the residential population and commercial development served by the systems and determines the sizing and location of system infrastructure. A thorough analysis of historical and projected populations, along with land use, provides the basis for projecting future water demands and wastewater flows. 2.1 Service Area The service area for Coppell’s water and wastewater systems is defined as the city limits. Figure 2‐1 illustrates the service area. E I 6 3 5 W I 6 3 5 E Belt Line Rd Fr e e p o r t P k w y S R o y a l L n W Bethel Rd E Sandy Lake Rd S B e l t L i n e R d E Parkway Blvd W Sandy Lake Rd N Mac A r t h u r B l v d E Bethel School Rd N D e n t o n T a p R d Airline Dr S D e n t o n T a p R d S M o o r e R d SH 12 1 Dividend Dr S C o p p e l l R d W SH 1 2 1 Lo d g e R d S M a c A rthur B l v d Deforest Rd Creekview Dr Sa m u e l B l v d Wrangler Dr N SH 1 2 1 H w y N M o o r e R d Mo c k i n g b i r d L n W P a r kway Blvd N C o p p e l l R d Riverchase D r Ruby Rd N H e a r t z R d Northpoint Dr S H e a r t z R d Fritz Dr F a l c o n L n Southwestern Blvd H i l l D r Sta r l e a f S t Park Valley Dr P i n y o n L n P h i l l i p s D r P l a n t a t i o n Dr Gate w a y Blv d P a t r i ot D r A lle n R d L e d b e t t e r R d Pelican Ln Mallard Dr S C o u n t y L i n e R d Wood h u r s t D r E B e t h e l R d W a t e r v i e w D r Shadowcrest Ln Brooks Ln M e a d o w g l e n C i r Kaye St Burns St Canyon Dr M e a dowcreek Rd G r a h a m D r S p y g l a s s D r Oa k T r Cov e D r Gi f f o r d D r Village P k w y Barcl a y A v Blue Jay Ln Minyard Dr L a ke V i s t a Dr W i n d i n g H o l l o w L n Crestview D r L a k e s hore Dr Woodmoor Dr A lex D r Ed g e w o o d D r Halifax Dr F o r e s t H i l l D r L y n d s i e D r Q u a i l L n Falls Rd P ar kvi ew P l c Eagle Dr G r e e n r i d g e D r Snowshill Tr Carter D r A s p e n w a y D r S SH 1 2 1 C o w b o y D r E SH 12 1 Fallkirk D r H a w k L n S SH 1 2 1 H w y Beechwood Ln C r e s t side Dr M a d i s o n S t SH 121 R a m p Lee Dr S a n d e r s L p Red c e d a r W a y D r W i l l o w S p r i n g s Dr Cribbs Dr Swan D r Co t t o n w o o d D r Coral Dr Creek Crossi n g Ch a t e a u s D r To w n C e n t e r B l v d S i m m o n s D r Rave n L n En t e r p r i s e D r C opperst o n e T r Trade C e n t e r D r Br a n c h w o o d T r A s h l ey Dr Di c k e n s D r Lake P a r k D r C o u n t r y L n Woodlake Dr Bradford Dr Ha r r i s S t Cotton Rd B e r k s h i r e L n In g l e n o o k C t Shor e w o o d D r P o i n t W e s t B l v d Brock St S H o l l y S t Wynnpage Dr Highland Dr T r i n i t y C t I63 5 - On Ramp 34 Houston St Layton Dr Mi l l T r Halifa x Ln Lai r d s D r Charleston Dr R o c k c r e s t D r Parr St Gateview Blvd H i d d e n Valley D r No r t h L a k e D r Pa r k R d Stonecrest Dr Colonial Dr E Peninsula Dr Juniper Dr Clayton Cir Mo b l e y W a y Pintail C t Blue J a y D r Do b e c k a D r Dove Cir K i m b e l K o u r t S t J a m e s P l Hackberry Rd Forestwood Ln Austin Ct W SH 1 2 1 SH 1 2 1 N SH 1 2 1 H w y S H 1 2 1 Co t t o n R d ³ Service Area FIGURE 2-1CITY OF COPPELLSERVICE AREA Cr e a t e d B y F r e e s e a n d N i c h o l s , I n c . Jo b N o . : C P L 1 1 2 5 4 Lo c a t i o n : H : \ W _ W W _ P L A N N I N G \ D E L I V E R A B L E S \ 0 4 _ F i n a l _ W a t e r _ W a s t e w a t e r _ I m p a c t _ F e e _ R e p o r t \ ( F i g u r e _ 2 - 1 ) - S e r v i c e _ A r e a . m x d Up d a t e d : T h u r s d a y , D e c e m b e r 0 8 , 2 0 1 1 2 : 5 5 : 5 7 P M 0 2,500 SCALE IN FEET Water, Wastewater and Roadway Impact Fee Report City of Coppell 2‐3 2.2 Historical Population The City of Coppell provided yearly population data from 2000 through 2010. The data indicated an average growth rate of about 1% annual growth over the last 11 years. Table 2‐1 presents the historical populations for the City of Coppell. Table 2‐1 Historical Population Year Population Population Growth Growth Rate 2000 36,051 ‐ ‐ 2001 36,867 816 2.3% 2002 37,683 816 2.2% 2003 38,499 816 2.2% 2004 38,650 151 0.4% 2005 38,900 250 0.6% 2006 39,200 300 0.8% 2007 39,350 150 0.4% 2008 39,565 215 0.5% 2009 39,655 90 0.2% 2010 39,750 95 0.2% Average ‐ 370 1.0% 2.3 Projected Population Population projections were developed based on data provided by City staff. FNI developed initial population projections using geocoded billing data and existing and projected land use. The City provided comments on the location of planned development and additional detail about the existing land use. Table 2‐2 presents the population projections for the City of Coppell water and wastewater service area. Figure 2‐2 shows the population projections by traffic survey zone (TSZ). Table 2‐2 Water and Wastewater Population Projections Year Population Average Annual Population Growth Average Annual Growth Rate 2011 39,913 ‐ ‐ 2021 41,632 172 0.4% Water, Wastewater and Roadway Impact Fee Report City of Coppell 2‐4 The projected growth in population is slightly less than the historical average due to the recent slowdown of development and the natural slowdown in growth as the City approaches buildout. 2.4 Land Use The City provided an existing land use shapefile, which included the current zoning. A map of the future land use was also provided by the City. In order to capture growth related to commercial, retail, office, institutional, and industrial development, a commercial acreage for each planning period was developed. The existing land use data was used to calculate the 2011 commercial acreage and the future land use data was used to calculate the 2021 commercial acreage. The existing commercial acreage includes: developed nonresidential and public/institutional. The future commercial acreage includes: mixed use community center, old Coppell historic district, mixed use neighborhood center, freeway special district, commercial, institutional, and industrial special district. Figure 2‐2 displays the existing land use, and Figure 2‐3 displays the existing commercial acres. Figure 2‐4 displays the future land use, and Figure 2‐5 displays the future commercial acres. Table 2‐3 and Figure 2‐6 present the non‐residential acreage by planning year for the water and wastewater service area. Table 2‐3 Non‐residential Acreage Year Acres Growth in Acres 2011 2,269 ‐ 2021 3,243 974 E I 6 3 5 W I 6 3 5 E Be lt L ine Rd F r e e p o r t P k w y S R o y a l L n W Be t h e l R d E S a n d y L a ke R d E P ar k w a y Bl v d W S an d y L a k e R d S B e l t L i n e R d N M ac A r t h u r Bl vd E B e t h e l Sc ho o l R d A i r l i n e D r N D e n t o n T a p R d S D e n t o n T a p R d S M o o r e R d Di v i d e n d D r S C o p p e l l R d W S H 1 2 1 L o d g e R d S M a c A r t h u r B l v d De f o re s t R d Cr e e k vi e w D r S a m u e l B l v d W r an g l e r D r N S H 1 2 1 H w y N M o o r e R d M o c k i n g b i r d L n W P a r k w a y B l v d N C o p p e l l R d Rive r chas e Dr Ru by Rd N H e a r t z R d No rt h p o i n t D r S H e a r t z R d F r i t z D r Fa lc o n L n S ou t h w e st er n B l v d H i l l D r S t a r l eaf S t P a r k V a l l e y D r P i n y o n L n P hillips D r P la nt a t io n D r G a t e w a y B l v d S H 1 2 1 P a t r i o t D r Al l e n Rd Ledbet ter Rd P e l i c a n L n M a l l a rd Dr S C o u n t y L i n e R d W o o d h u r s t Dr E B e t h e l R d W a t e r v i e w D r Sh a d o w c r e st Ln Br o o k s L n M e a d o w g l e n C i r Ka y e S t Bu r n s S t Ca ny o n D r M e a d o w c r e e k R d G r a ham Dr O a k T r C o v e D r G i f f o r d D r Gr e e nw a y D r B r i a r g l e n D r V i l l a g e P k w y B a r c l a y A v B lu e J a y Ln Ma p le l e a f L n Co z b y A v V i l l a w o o d L n Mi n y a r d D r La k e V i s t a D r W i n d i n g H o l l o w L n M e a d o w R u n C r e s t v i e w D r Ma r t e l L n L a k e s h o r e D r B r i c k n e l l L n W o o d m o o r D r Al e x D r E d g e w o o d D r Ha l i f a x D r Pe c a n H o l l o w D r Tu pe l o D r F o r e s t H i l l D r L y n d s i e D r Qu a i l L n Falls Rd Pa r k v ie w P l c Ea g l e D r Co o p e r L n G r e e n r i d g e D r S n o w s h i l l T r W h i s p e r i n g H i l l s D r C a r t e r D r A s p e n w a y D r S S H 1 2 1 C o w b o y D r E S H 1 2 1 F a l l k i r k D r H a w k L n K i l b r i d g e L n S S H 1 2 1 H w y T i m b e r R i d g e L n O a k b e n d D r B e e c h w o o d L n Ho o d D r C r e s t s i d e D r Su g a rb e r r y D r H e a t h e r G l e n D r S a n d y K n o l l D r C o n d o r D r D o g w o o d T r M a d i s on S t S H 1 2 1 R a m p Le e D r M e a d o w v i e w L n S a n d e r s L p Re d c e d a r W ay D r C h r i s t i L n W i l l o w S p r i n g s D r Cr i b b s D r W i l l e t D r Gr a c e L n P a r k e r D r Or i o l e L n S w a n D r C o t t o n w o o d D r S t r a t f o r d L n Ace Ln C oral Dr Di ll a r d L n H o l l y w o o d D r C r e e k s i d e L n K y l e D r Wa v e r l y L n C r e e k C r o s s i n g C h a t e a u s D r L e v e e P l P a r k w o o d L n C r a n e D r Pla za Blvd W e l l i n g t o n R d B a r r i n g t o n D r E x e c u t i v e D r T ow n C enter Blvd M a g n o l i a D r S i m m o n s D r O a k c r e s t L n Tr a vi s S t C h e r r y b a r k D r Ra v e n L n E n t e r p r i s e D r C o p p e r s t o n e T r G i b b s C r o s s i n g W al nu t G r o v e Ln R o l l i n g H i l l s R d R o bi n L n Le s l ie L n W a l e s C t Basilwoo d Dr L e x i n g t o n A v T r a d e C e n t e r D r B r a n c h w o o d T r A s h l e y D r Va n b e b b e r D r Ma r l e e C i r D i c k e n s D r L e a v a l l e y L n Fairway Dr Har w e l l S t L a k e P a r k D r L a g u n a L n M e a d o w o o d L n F or e s t R i d g e Dr W r a n g l e r C i r Beacon Hill Dr Be a l L n L o n d o n W a y Coun try Ln A r b o r B r o o k L n A s h f o r d D r C a m b r i a D r E N a t c h e s T r a c e W o od la k e D r B r a d f o r d D r C a s t l e Creek Dr H a r r i s S t D e a n n D r Du n ca n D r C o t t o n R d S h a d y d a l e L n A v a l o n L n B e rks h i re L n H a m m o n d S t G r ay w o od L n I n g l e n o o k C t S p r i n g o a k L n J oh n s on D r Harris Rd Glad e Po i nt Dr W B e t h e l S c h o o l R d S h o r e w o o d D r Sp a r r o w L n P o i n t W e s t Blvd B r o c k S t Sw al l o w D r Ha v e nc r e s t L n S H o l l y S t Wy n n pa g e D r T a n b a r k C i r Hi g hl a n d D r T r i n i t y C t I 6 3 5 - O n R a m p 3 4 Ho u s t o n S t King s mi ll C t La yt o n D r Ca r di n a l L n B e l la V i s t a D r A n d e r s o n A v F i n c h L n S t e a m b o a t D r M i l l Tr Mu l l r a n y D r T e a l w o o d D r Ha l i f a x L n T r a i l w o o d L n R e d w i n g D rPebble Creek Dr G r e e n t r e e D r L a i r d s D r Lo n g m e a d o w D r Ri ve r R d Ne w p o r t D r A l l e n c r e s t L n B u l l o c k D r P a rk Me a d o w W a y Da l m a l l e y L n N a s h D r Ch a r l e s t o n D r R o c k c r e s t D r W N a t c h e s T r a c e N S H 1 2 1 L o c h L n W o o d c r e s t L n H u n t e r s R i d g e R d G l e n d a l e D r B e v e r l y Dr Pl u m l e e P l c G a t e v i e w B l vd Lansdowne C r C l e a r C r e e k L n Oa k Gr o ve L n T e n n y s o n P l c C a m b r i d g e M a n o r L n Hid d e n V a l l e y D r E d i n b u r g h L n B l a c k O a k C i r N o r t h L a k e D r G l e n w o o d D r B re n tw o o d Dr We s t m i n s t e r Wa y Fi t n e s s C t R a i n t r e e C i r C h e s h i r e D r W T o w n C e n t e r D r N S H 1 2 1 R d M e a d o w l a r k L n P e p p e r w o o d S t W e s t l a k e D r Sa d d l e T r e e T r P a r k R d K i ng s r i dg e D r Lo c k h av e n L n W i l l i n g h a m D r Al e nd a l e D r H o w e l l D r N i x o n S t C h e s t n u t L n S p a n i s h M o s s D r Westwind D r L a k e v i e w D r O l y m p i a L n Beau Dr O l d Yor k R d G i b s o n C t L a g u n a D r Ki r k la n d D r P a r i s h P l c P e n u e l D r Ar c h e r D r S a n d P o i n t C t C h a l f o n t P l c Colo nial Dr S o r a L n N H o l l y S t M a n c h e s t e r L n T u r n b e r r y L n D e f o r e s t C t W B r a e w o o d D r I 6 3 5 - E x i t 3 4 E P e n i n s ul a D r F airview Ct D a k o t a L n B r i t t a n y D r Sleepy Ho llow Ln W o o d w a y Grapevine Creek Dr Ju ni p e r D r G l e n L a k e s D r F ie l d c r e s t L p W r e n w o o d D r Pre st w ic k Ct M o b l e y W a y Natch e s Tra ce G r e e n w i c h L n P e n f o l d s L n Br o w n T r Dow n i n g D r Au t u m n w o od L n G e o r g i a n D r H i g h l a n d W a y H i d d e n H o ll o w C t B l u e J a y D r D o b e c k a D r Do v e C i r Kim be l Ko urt W G r ap e v i n e M il l s P k w y S t J a m e s Pl K a i l e y Way L e i s u r e L n Redwood Dr S t a t e C h a m p i o n P k w y C ro s s T i m be r s T r 0 H o od D r Ri d g e w o o d D r H a c k b e rr y R d Matheson C t I n d i a n R o ck Dr W a r r e n C r o s s i n g B ri g ht on Ln C her r ywo od Tr E d m o n d s o n D r Independen ce Dr S u m m e r P l a c e D r Wi l l o w L n C o m p t o n C t E n c l a v es Crt H o m e w o o d D r M a r t e l C r t T a r a C t H e a r t h s t o n e L n Wi l d Pl u m D r Ald e r C t Round r oc k C i r Ro c k c re st C t Dr e x e l D r C ro o k e d T re e C t Ha z e l w o o d C o v e H a r t f o r d C i r M i t c h e l l S t T o w e r C t Wi ll o w S p r in g s Ct N o r t h w e s t e r n D r Apple cross C t Jo s h u a L n Cy p r e ss C t S e a H a w k C t C res t vi e w C t M a r i n e rs C t No r t h s h or e Ct D a V i n c i C t M a y w o o d C ir G l e n c r e s t C i r M a s o n C tGr e e nw o o d C t Sh il o h C t D u n c a n D r S H 1 2 1 Fre e p o r t P k w y W S H 1 2 1 S H 1 2 1 E S andy L a ke Rd S C o p p e l l R d N S H 1 2 1 H w y SH 1 2 1 S H 1 2 1 C o t t o n R d S H 1 2 1 R a m p S H 1 2 1 ³ 0 1 , 2 0 0 2 , 4 0 0 SC A L E I N F E E T EX I S T I N G L A N D U S E De v e l o p e d N o n r e s i d e n t i a l Un d e v e l o p e d N o n r e s i d e n t i a l De v e l o p e d R e s i d e n t i a l Un d e v e l o p e d R e s i d e n t i a l Ea s e m e n t Pu b l i c / I n s t i t u t i o n a l Pa r k s O p e n S p a c e Ra i l r o a d FI G U R E 2 - 2 CI T Y O F C O P P E L L EX I S T I N G L A N D U S E Cr e a t e d B y F r e e s e a n d N i c h o l s , I n c . Jo b N o . : C P L 1 1 2 5 4 Lo c a t i o n : H : \ W _ W W _ P L A N N I N G \ D E L I V E R A B L E S \ 0 4 _ F i n a l _ W a t e r _ W a s t e w a t e r _ I m p a c t _ F e e _ R e p o r t \ ( F i g u r e _ 2 - 2 ) - E x i s t i n g _ L a n d U s e _ M a p . m x d Up d a t e d : F r i d a y , J a n u a r y 2 0 , 2 0 1 2 2 : 5 6 : 3 4 P M E I6 35 W I6 35 E Bel t Line R d F r e e p o r t P k w y S R o y a l L n W B e t h e l R d E S a n d y L ak e R d E P a r k wa y B l v d W S a n d y L a k e R d S B e l t L i n e R d N M a c Ar th u r B lv d E B e t he l S c h o o l R d A i r l in e D r N D e n t o n T a p R d S D e n t o n T a p R d S M o o r e R d Di v i d e n d D r S C o p p e l l R d W S H 1 21 L o d g e R d S M a c A r t h u r B l v d De fo r e s t R d Cr e ek v i ew D r S a m u e l B l v d W r an g le r D r N S H 1 2 1 H w y N M o o r e R d M o c k i n g b i r d L n W P ark w a y B l vd N C o p p e l l R d Ri verch a se Dr Ru b y R d N H e a r t z R d No r t h p o i n t D r S H e a r t z R d F r i t z D r Fa lc o n Ln S o u t h w e s t e r n B lv d H i l l D r S t a r l e a f S t P a r k V a l l e y D r P i n y o n L n P h i l l i p s D r Pl a nt a t i o n D r G a t e w a y B l v d S H 1 2 1 P a t r i o t D r Al l e n Rd Ledb et te r Rd P e l i c a n L n M a l l a r d Dr S C o u n t y L i n e R d Wo o d h u rs t Dr E B e t h e l R d W a t e r v i e w D r Sh a d o w c r e s t Ln Br o o k s L n M e a d o w g l e n C i r Ka y e S t Bu r n s S t Ca n y o n D r M e a d o w c r e e k R d G r a ham Dr O a k T r C o v e D r G i f f o r d D r G re e n w a y D r B r i a r g l e n D r V i l l a g e P k w y B a r c l a y A v B l u e J a y L n Ma p l e l e a f L n Co z b y A v V i l l a w o o d L n Mi n y a rd D r La k e V i s t a D r W i n d i n g H o l l o w L n M e a d o w R u n C r e s t v i e w D r Ma r t e l L n L a k e s h o r e D r B r i c k n e l l L n W o o d m o o r D r Al e x D r E d g e w o o d D r Ha l i f ax D r Pe c a n H o l l o w D r Tu pe l o D r F o r e s t H i l l D r L y n d s i e D r Qu a i l L n Falls Rd Pa r k v i e w P l c Ea g l e D r Co o p e r L n G r e e n r i d g e D r S n o w s h i l l T r W h i s p e r i n g H i l l s D r C a r t e r D r A s p e n w a y D r S S H 1 2 1 C o w b o y D r E S H 1 2 1 F a l l k i r k D r H a w k L n K i l b r i d g e L n S S H 1 2 1 H w y T i m b e r R i d g e L n O a k b e n d D r B e e c h w o o d L n Ho o d D r C r e s t s i d e D r Su g ar b e r r y D r H e a t h e r G l e n D r S a n d y K n o l l D r C o n d o r D r D o g w o o d T r M a d i s on S t S H 1 2 1 R a m p Le e D r M e a d o w v i e w L n S a n d e r s L p Re d c e d a r W a y D r C h r i s t i L n W i l l o w S p r i n g s D r Cr ib b s Dr W i l l e t D r Gr a c e L n P a r k e r D r Or i ol e L n S w a n D r C o t t o n w o o d D r S t r a t f o r d L n Ace Ln C ora l D r Di l l a r d L n H o l l y w o o d D r C r e e k s i d e L n K y l e D r W a v e r l y L n C r e e k C r o s s i n g C h a t e a u s D r L e v e e P l P a r k w o o d L n C r a n e D r Plaza Blvd W e l l i n g t o n R d B a r r i n g t o n D r E x e c u t i v e D r To w n Center Blvd M a g n o l i a D r S i m m o n s D r O a k c r e s t L n Tr a v i s S t C h e r r y b a r k D r Ra v en L n E n t e r p r i s e D r C o p p e r s t o n e T r G i b b s C r o s s i n g W al nu t G r o v e L n R o l l i n g H i l l s R d Ro b i n Ln Le sl i e L n W a l e s C t Basilwood Dr L e x i n g t o n A v T r a d e C e n t e r D r B r a n c h w o o d T r A s h l e y D r V a n be bb e r D r M a rl e e C i r D i c k e n s D r L e a v a l l e y L n Fairway Dr Har w e l l S t L a k e P a r k D r L a g u n a L n M e a d o w o o d L n Fo r e s t R id g e Dr W r a n g l e r C i r Bea con H il l D r Be a l L n L o n d o n W a y Country Ln A r b o r B r o o k L n A s h f o r d D r C a m b r i a D r E N a t c h e s T r a c e W o od la ke D r B r a d f o r d D r C a s t l e Creek Dr H a r r i s S t D e a n n D r Du n c a n D r C o t to n R d S h a d y d a l e L n A v a l o n L n B e r k s h i r e L n H a m m o n d S t Gr a y w o o d L n I n g l e n o o k C t S p r i n g o a k L n J oh n s on D r Harris Rd Glade Point Dr W B e t h e l S c h o o l R d S h o r e w o o d D r Sp a rr o w L n P o i n t W e s t Blvd B r o c k S t Sw a ll o w D r Ha v e n c r e s t L n S H o l l y S t Wy n n p a ge D r T a n b a r k C i r Hi g h l a n d D r T r i n i t y C t I 6 3 5 - O n R a m p 3 4 Ho u s t o n S t K ing s mil l C t La y t o n D r Ca r d in a l L n B e l l a V i s t a D r A n d e r s o n A v F i n c h L n S t e a m b o a t D r M ill Tr Mu l l r a n y D r T e a l w o o d D r Ha l i f a x L n T r a i l w o o d L n R e d w i n g D rPebble C reek Dr G r e e n t r e e D r L a i r d s D r Lo n g m e a d o w D r Ri v e r R d Ne w p o r t D r A l l e n c r e s t L n B u l l o c k D r P a rk M ead o w W a y Da l m a l l e y L n N a s h D r Ch a r l e s t on D r R o c k c r e s t D r W N a t c h e s T r a c e N S H 1 2 1 L o c h L n W o o d c r e s t L n H u n t e r s R i d g e R d G l e n d a l e D r B e v e r l y Dr Pl u m le e P lc G a t ev i e w Bl v d Lansdowne C r C l e a r C r e e k L n Oa k G ro ve L n T e n n y s o n P l c C a m b r i d g e M a n o r L n Hid d e n V a l l e y D r E d i n b u r g h L n B l a c k O a k C i r N o r t h L a k e D r G l e n w o o d D r Br e nt w o od D r W es t m i n s t e r W a y F i tn e s s C t R a i n t r e e C i r C h e s h ir e D r W T o w n C e n t e r D r N S H 1 2 1 R d M e a d o w l a r k L n P e p p e r w o o d S t W e s t l a k e D r Sa d d l e T r e e T r P a r k R d Ki n g s ri d g e D r L oc k h a v e n L n W i l l i n g h a m D r Al e n d al e D r H o w e l l D r N i x o n S t C h e s t n u t L n S p a n i s h M o s s D r Westwind D r L a k e v i e w D r O l y m p i a L n Beau Dr O ld Yo r k Rd G i b s o n C t L a g u n a D r Ki r k l a n d D r P a r i s h P l c P e n u e l D r Ar c h e r D r S a n d P o i n t C t C h a l f o n t P l c Col onial Dr S o r a L n N H o l l y S t M a n c h e s t e r L n T u r n b e r r y L n D e f o r e s t C t W B r a e w o o d D r I 6 3 5 - E x i t 3 4 E P en i n s ul a D r Fairview Ct D a k o t a L n B r i t t a n y D r Sleepy Hollow Ln W o o d w a y Grapevine Creek Dr Ju n i pe r D r G l e n L a k e s D r Fi eld c r e st L p Pr es tw ick Ct M o b l e y W a y N a t c h es Tr ac e G r e e n w i c h L n P e n f o l d s L n B r ow n T r Dow n i n g D r Au t um n w o od L n G e o r g i a n D r H i g h l a n d W a y H i d d e n H o l l o w C t B l u e J a y D r D o b e c k a D r Do v e C i r Kim bel Kourt W G r ap e v i n e M il l s P kw y S t J a m e s P l K a i l e y Way L e i s u r e L n Redwood Dr S t a t e C h a m p i o n P k w y C r o s s Ti m b e r s T r 0 H oo d D r Ri d g e w o o d Dr H ac k b e r r y R d M atheson Ct I n d i a n R o ck Dr W a r r e n C r o s s i n g Br i g h t o n L n Cherryw ood Tr E d m o n d s o n D r Independ e nc e Dr S u m m e r P l a c e D r Wi l l o w L n C o m p t o n C t E n c l a v es Cr t H o m e w o o d D r M a r t e l C r t Ta ra C t H e a r t h s t o n e L n Wi l d P l u m D r Ald e r C t Ro undrock Cir Ro c k c re st C t Dr e xe l D r C ro o k e d T re e C t Ha z e l w o o d C ov e H a r t f o r d C i r M i t c h e l l S t T ow e r C t Wi l l ow S p r i n g s C t N o r t h w e s t e r n D r Applec r o s s C t Jo s h u a L n Cy p r e s s C t S e a H a w k C t C r e s t vi e w C t Ma r i n e r s C t No r t h sh o r e C t D a V i n c i C t Ma yw oo d C i r G l e n c r e s t C i r Gr e e n w oo d Ct S h i l o h C t D u n c a n D r S H 1 2 1 Fr eep o r t Pk w y W S H 1 2 1 S H 1 2 1 E Sand y Lake Rd S C o p p e l l R d N S H 1 2 1 H w y SH 1 2 1 S H 1 2 1 C o t t o n R d S H 1 2 1 R a m p S H 1 2 1 ³0 1,200 2,400 SCALE IN FEET Co m m e r c i a l Ot h e r Ci t y L i m i t Pa r c e l FI G U R E 2 - 3 CI T Y O F C O P P E L L EX I S T I N G C O M M E R C I A L A C R E S Cr e a t e d B y F r e e s e a n d N i c h o l s , I n c . Jo b N o . : C P L 1 1 2 5 4 Lo c a t i o n : H : \ W _ W W _ P L A N N I N G \ D E L I V E R A B L E S \ 0 4 _ F i n a l _ W a t e r _ W a s t e w a t e r _ I m p a c t _ F e e _ R e p o r t \ ( F i g u r e _ 2 - 3 ) - E x i s t i n g _ C o m m e r c i a l _ A c r e s . m x d Up d a t e d : T u e s d a y , J a n u a r y 3 1 , 2 0 1 2 4 : 0 9 : 2 2 P M Th e e x i s t i n g c o m m e r c i a l a c r e a g e i n c l u d e s : de v e l o p e d n o n r e s i d e n t i a l a n d pu b l i c / i n s t i t u t i o n a l . E I 6 3 5 W I 6 3 5 E Be lt L ine Rd F r e e p o r t P k w y S R o y a l L n W Be t h e l R d E S a n d y L a ke R d E P ar k w a y Bl v d W S an d y L a k e R d S B e l t L i n e R d N M ac A r t h u r Bl vd E B e t h e l Sc ho o l R d A i r l i n e D r N D e n t o n T a p R d S D e n t o n T a p R d S M o o r e R d Di v i d e n d D r S C o p p e l l R d W S H 1 2 1 L o d g e R d S M a c A r t h u r B l v d De f o re s t R d Cr e e k vi e w D r S a m u e l B l v d W r an g l e r D r N S H 1 2 1 H w y N M o o r e R d M o c k i n g b i r d L n W P a r k w a y B l v d N C o p p e l l R d Rive r chas e Dr Ru by Rd N H e a r t z R d No rt h p o i n t D r S H e a r t z R d F r i t z D r Fa lc o n L n S ou t h w e st er n B l v d H i l l D r S t a r l eaf S t P a r k V a l l e y D r P i n y o n L n P hillips D r P la nt a t io n D r G a t e w a y B l v d S H 1 2 1 P a t r i o t D r Al l e n Rd Ledbet ter Rd P e l i c a n L n M a l l a rd Dr S C o u n t y L i n e R d W o o d h u r s t Dr E B e t h e l R d W a t e r v i e w D r Sh a d o w c r e st Ln Br o o k s L n M e a d o w g l e n C i r Ka y e S t Bu r n s S t Ca ny o n D r M e a d o w c r e e k R d G r a ham Dr O a k T r C o v e D r G i f f o r d D r Gr e e nw a y D r B r i a r g l e n D r V i l l a g e P k w y B a r c l a y A v B lu e J a y Ln Ma p le l e a f L n Co z b y A v V i l l a w o o d L n Mi n y a r d D r La k e V i s t a D r W i n d i n g H o l l o w L n M e a d o w R u n C r e s t v i e w D r Ma r t e l L n L a k e s h o r e D r B r i c k n e l l L n W o o d m o o r D r Al e x D r E d g e w o o d D r Ha l i f a x D r Pe c a n H o l l o w D r Tu pe l o D r F o r e s t H i l l D r L y n d s i e D r Qu a i l L n Falls Rd Pa r k v ie w P l c Ea g l e D r Co o p e r L n G r e e n r i d g e D r S n o w s h i l l T r W h i s p e r i n g H i l l s D r C a r t e r D r A s p e n w a y D r S S H 1 2 1 C o w b o y D r E S H 1 2 1 F a l l k i r k D r H a w k L n K i l b r i d g e L n S S H 1 2 1 H w y T i m b e r R i d g e L n O a k b e n d D r B e e c h w o o d L n Ho o d D r C r e s t s i d e D r Su g a rb e r r y D r H e a t h e r G l e n D r S a n d y K n o l l D r C o n d o r D r D o g w o o d T r M a d i s on S t S H 1 2 1 R a m p Le e D r M e a d o w v i e w L n S a n d e r s L p Re d c e d a r W ay D r C h r i s t i L n W i l l o w S p r i n g s D r Cr i b b s D r W i l l e t D r Gr a c e L n P a r k e r D r Or i o l e L n S w a n D r C o t t o n w o o d D r S t r a t f o r d L n Ace Ln C oral Dr Di ll a r d L n H o l l y w o o d D r C r e e k s i d e L n K y l e D r Wa v e r l y L n C r e e k C r o s s i n g C h a t e a u s D r L e v e e P l P a r k w o o d L n C r a n e D r Pla za Blvd W e l l i n g t o n R d B a r r i n g t o n D r E x e c u t i v e D r T ow n C enter Blvd M a g n o l i a D r S i m m o n s D r O a k c r e s t L n Tr a vi s S t C h e r r y b a r k D r Ra v e n L n E n t e r p r i s e D r C o p p e r s t o n e T r G i b b s C r o s s i n g W al nu t G r o v e Ln R o l l i n g H i l l s R d R o bi n L n Le s l ie L n W a l e s C t Basilwoo d Dr L e x i n g t o n A v T r a d e C e n t e r D r B r a n c h w o o d T r A s h l e y D r Va n b e b b e r D r Ma r l e e C i r D i c k e n s D r L e a v a l l e y L n Fairway Dr Har w e l l S t L a k e P a r k D r L a g u n a L n M e a d o w o o d L n F or e s t R i d g e Dr W r a n g l e r C i r Beacon Hill Dr Be a l L n L o n d o n W a y Coun try Ln A r b o r B r o o k L n A s h f o r d D r C a m b r i a D r E N a t c h e s T r a c e W o od la k e D r B r a d f o r d D r C a s t l e Creek Dr H a r r i s S t D e a n n D r Du n ca n D r C o t t o n R d S h a d y d a l e L n A v a l o n L n B e rks h i re L n H a m m o n d S t G r ay w o od L n I n g l e n o o k C t S p r i n g o a k L n J oh n s on D r Harris Rd Glad e Po i nt Dr W B e t h e l S c h o o l R d S h o r e w o o d D r Sp a r r o w L n P o i n t W e s t Blvd B r o c k S t Sw al l o w D r Ha v e nc r e s t L n S H o l l y S t Wy n n pa g e D r T a n b a r k C i r Hi g hl a n d D r T r i n i t y C t I 6 3 5 - O n R a m p 3 4 Ho u s t o n S t King s mi ll C t La yt o n D r Ca r di n a l L n B e l la V i s t a D r A n d e r s o n A v F i n c h L n S t e a m b o a t D r M i l l Tr Mu l l r a n y D r T e a l w o o d D r Ha l i f a x L n T r a i l w o o d L n R e d w i n g D rPebble Creek Dr G r e e n t r e e D r L a i r d s D r Lo n g m e a d o w D r Ri ve r R d Ne w p o r t D r A l l e n c r e s t L n B u l l o c k D r P a rk Me a d o w W a y Da l m a l l e y L n N a s h D r Ch a r l e s t o n D r R o c k c r e s t D r W N a t c h e s T r a c e N S H 1 2 1 L o c h L n W o o d c r e s t L n H u n t e r s R i d g e R d G l e n d a l e D r B e v e r l y Dr Pl u m l e e P l c G a t e v i e w B l vd Lansdowne C r C l e a r C r e e k L n Oa k Gr o ve L n T e n n y s o n P l c C a m b r i d g e M a n o r L n Hid d e n V a l l e y D r E d i n b u r g h L n B l a c k O a k C i r N o r t h L a k e D r G l e n w o o d D r B re n tw o o d Dr We s t m i n s t e r Wa y Fi t n e s s C t R a i n t r e e C i r C h e s h i r e D r W T o w n C e n t e r D r N S H 1 2 1 R d M e a d o w l a r k L n P e p p e r w o o d S t W e s t l a k e D r Sa d d l e T r e e T r P a r k R d K i ng s r i dg e D r Lo c k h av e n L n W i l l i n g h a m D r Al e nd a l e D r H o w e l l D r N i x o n S t C h e s t n u t L n S p a n i s h M o s s D r Westwind D r L a k e v i e w D r O l y m p i a L n Beau Dr O l d Yor k R d G i b s o n C t L a g u n a D r Ki r k la n d D r P a r i s h P l c P e n u e l D r Ar c h e r D r S a n d P o i n t C t C h a l f o n t P l c Colo nial Dr S o r a L n N H o l l y S t M a n c h e s t e r L n T u r n b e r r y L n D e f o r e s t C t W B r a e w o o d D r I 6 3 5 - E x i t 3 4 E P e n i n s ul a D r F airview Ct D a k o t a L n B r i t t a n y D r Sleepy Ho llow Ln W o o d w a y Grapevine Creek Dr Ju ni p e r D r G l e n L a k e s D r F ie l d c r e s t L p W r e n w o o d D r Pre st w ic k Ct M o b l e y W a y Natch e s Tra ce G r e e n w i c h L n P e n f o l d s L n Br o w n T r Dow n i n g D r Au t u m n w o od L n G e o r g i a n D r H i g h l a n d W a y H i d d e n H o ll o w C t B l u e J a y D r D o b e c k a D r Do v e C i r Kim be l Ko urt W G r ap e v i n e M il l s P k w y S t J a m e s Pl K a i l e y Way L e i s u r e L n Redwood Dr S t a t e C h a m p i o n P k w y C ro s s T i m be r s T r 0 H o od D r Ri d g e w o o d D r H a c k b e rr y R d Matheson C t I n d i a n R o ck Dr W a r r e n C r o s s i n g B ri g ht on Ln C her r ywo od Tr E d m o n d s o n D r Independen ce Dr S u m m e r P l a c e D r Wi l l o w L n C o m p t o n C t E n c l a v es Crt H o m e w o o d D r M a r t e l C r t T a r a C t H e a r t h s t o n e L n Wi l d Pl u m D r Ald e r C t Round r oc k C i r Ro c k c re st C t Dr e x e l D r C ro o k e d T re e C t Ha z e l w o o d C o v e H a r t f o r d C i r M i t c h e l l S t T o w e r C t Wi ll o w S p r in g s Ct N o r t h w e s t e r n D r Apple cross C t Jo s h u a L n Cy p r e ss C t S e a H a w k C t C res t vi e w C t M a r i n e rs C t No r t h s h or e Ct D a V i n c i C t M a y w o o d C ir G l e n c r e s t C i r M a s o n C tGr e e nw o o d C t Sh il o h C t D u n c a n D r S H 1 2 1 Fre e p o r t P k w y W S H 1 2 1 S H 1 2 1 E S andy L a ke Rd S C o p p e l l R d N S H 1 2 1 H w y SH 1 2 1 S H 1 2 1 C o t t o n R d S H 1 2 1 R a m p S H 1 2 1 ³01 , 2 0 0 2 , 4 0 0 SCALE IN FEET FU T U R E L A N D U S E Pa r k a n d O p e n S p a c e Re s i d e n t i a l N e i g h b o r h o o d Ur b a n R e s i d e n t i a l N e i g h b o r h o o d Mi x e d U s e N e i g h b o r h o o d C e n t e r Ol d C o p p e l l H i s t o r i c D i s t r i c t Mi x e d U s e C o m m u n i t y C e n t e r Fr e e w a y S p e c i a l D i s t r i c t Co m m e r c i a l In s t i t i t i o n a l In d u s t r i a l S p e c i a l D i s t r i c t Ea s e m e n t Ra i l r o a d FI G U R E 2 - 4 CI T Y O F C O P P E L L FU T U R E L A N D U S E Cr e a t e d B y F r e e s e a n d N i c h o l s , I n c . Jo b N o . : C P L 1 1 2 5 4 Lo c a t i o n : H : \ W _ W W _ P L A N N I N G \ D E L I V E R A B L E S \ 0 4 _ F i n a l _ W a t e r _ W a s t e w a t e r _ I m p a c t _ F e e _ R e p o r t \ ( F i g u r e _ 2 - 4 ) - F u t u r e _ L a n d U s e _ M a p . m x d Up d a t e d : T u e s d a y , J a n u a r y 3 1 , 2 0 1 2 3 : 1 0 : 0 1 P M E I6 35 W I6 35 E Bel t Line R d F r e e p o r t P k w y S R o y a l L n W B e t h e l R d E S a n d y L ak e R d E P a r k wa y B l v d W S a n d y L a k e R d S B e l t L i n e R d N M a c Ar th u r B lv d E B e t he l S c h o o l R d A i r l in e D r N D e n t o n T a p R d S D e n t o n T a p R d S M o o r e R d Di v i d e n d D r S C o p p e l l R d W S H 1 21 L o d g e R d S M a c A r t h u r B l v d De fo r e s t R d Cr e ek v i ew D r S a m u e l B l v d W r an g le r D r N S H 1 2 1 H w y N M o o r e R d M o c k i n g b i r d L n W P ark w a y B l vd N C o p p e l l R d Ri verch a se Dr Ru b y R d N H e a r t z R d No r t h p o i n t D r S H e a r t z R d F r i t z D r Fa lc o n Ln S o u t h w e s t e r n B lv d H i l l D r S t a r l e a f S t P a r k V a l l e y D r P i n y o n L n P h i l l i p s D r Pl a nt a t i o n D r G a t e w a y B l v d S H 1 2 1 P a t r i o t D r Al l e n Rd Ledb et te r Rd P e l i c a n L n M a l l a r d Dr S C o u n t y L i n e R d Wo o d h u rs t Dr E B e t h e l R d W a t e r v i e w D r Sh a d o w c r e s t Ln Br o o k s L n M e a d o w g l e n C i r Ka y e S t Bu r n s S t Ca n y o n D r M e a d o w c r e e k R d G r a ham Dr O a k T r C o v e D r G i f f o r d D r G re e n w a y D r B r i a r g l e n D r V i l l a g e P k w y B a r c l a y A v B l u e J a y L n Ma p l e l e a f L n Co z b y A v V i l l a w o o d L n Mi n y a rd D r La k e V i s t a D r W i n d i n g H o l l o w L n M e a d o w R u n C r e s t v i e w D r Ma r t e l L n L a k e s h o r e D r B r i c k n e l l L n W o o d m o o r D r Al e x D r E d g e w o o d D r Ha l i f ax D r Pe c a n H o l l o w D r Tu pe l o D r F o r e s t H i l l D r L y n d s i e D r Qu a i l L n Falls Rd Pa r k v i e w P l c Ea g l e D r Co o p e r L n G r e e n r i d g e D r S n o w s h i l l T r W h i s p e r i n g H i l l s D r C a r t e r D r A s p e n w a y D r S S H 1 2 1 C o w b o y D r E S H 1 2 1 F a l l k i r k D r H a w k L n K i l b r i d g e L n S S H 1 2 1 H w y T i m b e r R i d g e L n O a k b e n d D r B e e c h w o o d L n Ho o d D r C r e s t s i d e D r Su g ar b e r r y D r H e a t h e r G l e n D r S a n d y K n o l l D r C o n d o r D r D o g w o o d T r M a d i s on S t S H 1 2 1 R a m p Le e D r M e a d o w v i e w L n S a n d e r s L p Re d c e d a r W a y D r C h r i s t i L n W i l l o w S p r i n g s D r Cr ib b s Dr W i l l e t D r Gr a c e L n P a r k e r D r Or i ol e L n S w a n D r C o t t o n w o o d D r S t r a t f o r d L n Ace Ln C ora l D r Di l l a r d L n H o l l y w o o d D r C r e e k s i d e L n K y l e D r W a v e r l y L n C r e e k C r o s s i n g C h a t e a u s D r L e v e e P l P a r k w o o d L n C r a n e D r Plaza Blvd W e l l i n g t o n R d B a r r i n g t o n D r E x e c u t i v e D r To w n Center Blvd M a g n o l i a D r S i m m o n s D r O a k c r e s t L n Tr a v i s S t C h e r r y b a r k D r Ra v en L n E n t e r p r i s e D r C o p p e r s t o n e T r G i b b s C r o s s i n g W al nu t G r o v e L n R o l l i n g H i l l s R d Ro b i n Ln Le sl i e L n W a l e s C t Basilwood Dr L e x i n g t o n A v T r a d e C e n t e r D r B r a n c h w o o d T r A s h l e y D r V a n be bb e r D r M a rl e e C i r D i c k e n s D r L e a v a l l e y L n Fairway Dr Har w e l l S t L a k e P a r k D r L a g u n a L n M e a d o w o o d L n Fo r e s t R id g e Dr W r a n g l e r C i r Bea con H il l D r Be a l L n L o n d o n W a y Country Ln A r b o r B r o o k L n A s h f o r d D r C a m b r i a D r E N a t c h e s T r a c e W o od la ke D r B r a d f o r d D r C a s t l e Creek Dr H a r r i s S t D e a n n D r Du n c a n D r C o t to n R d S h a d y d a l e L n A v a l o n L n B e r k s h i r e L n H a m m o n d S t Gr a y w o o d L n I n g l e n o o k C t S p r i n g o a k L n J oh n s on D r Harris Rd Glade Point Dr W B e t h e l S c h o o l R d S h o r e w o o d D r Sp a rr o w L n P o i n t W e s t Blvd B r o c k S t Sw a ll o w D r Ha v e n c r e s t L n S H o l l y S t Wy n n p a ge D r T a n b a r k C i r Hi g h l a n d D r T r i n i t y C t I 6 3 5 - O n R a m p 3 4 Ho u s t o n S t K ing s mil l C t La y t o n D r Ca r d in a l L n B e l l a V i s t a D r A n d e r s o n A v F i n c h L n S t e a m b o a t D r M ill Tr Mu l l r a n y D r T e a l w o o d D r Ha l i f a x L n T r a i l w o o d L n R e d w i n g D rPebble C reek Dr G r e e n t r e e D r L a i r d s D r Lo n g m e a d o w D r Ri v e r R d Ne w p o r t D r A l l e n c r e s t L n B u l l o c k D r P a rk M ead o w W a y Da l m a l l e y L n N a s h D r Ch a r l e s t on D r R o c k c r e s t D r W N a t c h e s T r a c e N S H 1 2 1 L o c h L n W o o d c r e s t L n H u n t e r s R i d g e R d G l e n d a l e D r B e v e r l y Dr Pl u m le e P lc G a t ev i e w Bl v d Lansdowne C r C l e a r C r e e k L n Oa k G ro ve L n T e n n y s o n P l c C a m b r i d g e M a n o r L n Hid d e n V a l l e y D r E d i n b u r g h L n B l a c k O a k C i r N o r t h L a k e D r G l e n w o o d D r Br e nt w o od D r W es t m i n s t e r W a y F i tn e s s C t R a i n t r e e C i r C h e s h ir e D r W T o w n C e n t e r D r N S H 1 2 1 R d M e a d o w l a r k L n P e p p e r w o o d S t W e s t l a k e D r Sa d d l e T r e e T r P a r k R d Ki n g s ri d g e D r L oc k h a v e n L n W i l l i n g h a m D r Al e n d al e D r H o w e l l D r N i x o n S t C h e s t n u t L n S p a n i s h M o s s D r Westwind D r L a k e v i e w D r O l y m p i a L n Beau Dr O ld Yo r k Rd G i b s o n C t L a g u n a D r Ki r k l a n d D r P a r i s h P l c P e n u e l D r Ar c h e r D r S a n d P o i n t C t C h a l f o n t P l c Col onial Dr S o r a L n N H o l l y S t M a n c h e s t e r L n T u r n b e r r y L n D e f o r e s t C t W B r a e w o o d D r I 6 3 5 - E x i t 3 4 E P en i n s ul a D r Fairview Ct D a k o t a L n B r i t t a n y D r Sleepy Hollow Ln W o o d w a y Grapevine Creek Dr Ju n i pe r D r G l e n L a k e s D r Fi eld c r e st L p Pr es tw ick Ct M o b l e y W a y N a t c h es Tr ac e G r e e n w i c h L n P e n f o l d s L n B r ow n T r Dow n i n g D r Au t um n w o od L n G e o r g i a n D r H i g h l a n d W a y H i d d e n H o l l o w C t B l u e J a y D r D o b e c k a D r Do v e C i r Kim bel Kourt W G r ap e v i n e M il l s P kw y S t J a m e s P l K a i l e y Way L e i s u r e L n Redwood Dr S t a t e C h a m p i o n P k w y C r o s s Ti m b e r s T r 0 H oo d D r Ri d g e w o o d Dr H ac k b e r r y R d M atheson Ct I n d i a n R o ck Dr W a r r e n C r o s s i n g Br i g h t o n L n Cherryw ood Tr E d m o n d s o n D r Independ e nc e Dr S u m m e r P l a c e D r Wi l l o w L n C o m p t o n C t E n c l a v es Cr t H o m e w o o d D r M a r t e l C r t Ta ra C t H e a r t h s t o n e L n Wi l d P l u m D r Ald e r C t Ro undrock Cir Ro c k c re st C t Dr e xe l D r C ro o k e d T re e C t Ha z e l w o o d C ov e H a r t f o r d C i r M i t c h e l l S t T ow e r C t Wi l l ow S p r i n g s C t N o r t h w e s t e r n D r Applec r o s s C t Jo s h u a L n Cy p r e s s C t S e a H a w k C t C r e s t vi e w C t Ma r i n e r s C t No r t h sh o r e C t D a V i n c i C t Ma yw oo d C i r G l e n c r e s t C i r Gr e e n w oo d Ct S h i l o h C t D u n c a n D r S H 1 2 1 Fr eep o r t Pk w y W S H 1 2 1 S H 1 2 1 E Sand y Lake Rd S C o p p e l l R d N S H 1 2 1 H w y SH 1 2 1 S H 1 2 1 C o t t o n R d S H 1 2 1 R a m p S H 1 2 1 ³ 0 1 , 2 0 0 2 , 4 0 0 SC A L E I N F E E T Co m m e r c i a l Ot h e r Ci t y L i m i t Pa r c e l FI G U R E 2 - 5 CI T Y O F C O P P E L L FU T U R E C O M M E R C I A L A C R E S Cr e a t e d B y F r e e s e a n d N i c h o l s , I n c . Jo b N o . : C P L 1 1 2 5 4 Lo c a t i o n : H : \ W _ W W _ P L A N N I N G \ D E L I V E R A B L E S \ 0 3 _ D R A F T _ W a t e r _ W a s t e w a t e r _ C I P _ R e p o r t \ ( F i g u r e _ 2 - 5 ) - F u t u r e _ C o m m e r c i a l _ A c r e s . m x d Up d a t e d : F r i d a y , J a n u a r y 2 0 , 2 0 1 2 4 : 0 6 : 3 0 P M 6084 5,065 5,065 64.85 Ac.45.49 Ac. 62 3 5 0 0 41 1 . 4 0 A c . 55 7 . 2 6 A c . 60 0 9 3, 1 9 1 3, 1 9 1 34 . 8 0 A c . 33 . 5 6 A c . 60 7 5 41 41 28 4 . 2 4 A c . 38 8 . 1 6 A c . 60 7 7 3, 6 1 6 3, 8 5 7 28 . 6 7 A c . 40 . 4 2 A c . 60 8 3 3, 5 9 2 3, 5 9 2 47 . 6 0 A c . 48 . 0 0 A c . 40338 1,200 1,472 42.15 Ac.39.26 Ac. 60 7 9 3, 0 8 0 3, 1 6 5 48 . 0 8 A c . 55 . 4 2 A c . 61 5 2 1, 2 6 2 1, 3 4 6 99 . 0 7 A c . 12 1 . 1 1 A c . 30 1 7 4 2, 1 8 0 2, 2 5 3 0. 3 6 A c . 0. 2 6 A c . 60 7 4 0 0 21 8 . 0 1 A c . 26 6 . 3 4 A c . 6012 1,629 1,996 30.82 Ac.29.68 Ac. 60 8 1 1, 7 1 5 1, 7 1 8 2. 8 9 A c . 5. 2 4 A c . 60 8 2 2, 4 7 1 2, 4 8 3 30 . 3 8 A c . 40 . 6 8 A c . 30 1 7 3 1, 2 2 7 1, 3 0 5 10 1 . 5 0 A c . 10 5 . 9 6 A c . 61 5 0 0 0 15 3 . 3 5 A c . 30 2 . 4 4 A c . 60 0 3 0 0 85 . 7 4 A c . 28 9 . 7 8 A c . 60 7 8 1, 9 7 3 1, 9 7 3 56 . 9 3 A c . 56 . 9 4 A c . 40 2 1 1 1, 9 3 2 1, 9 6 9 1. 4 3 A c . 1. 4 1 A c . 62 3 8 10 3 10 3 12 9 . 5 9 A c . 22 1 . 4 0 A c . 61 5 1 53 1 62 8 48 . 6 3 A c . 84 . 7 4 A c . 60 0 6 33 8 34 1 4. 7 0 A c . 9. 9 5 A c . 60 7 6 1, 4 3 3 1, 4 3 3 56 . 9 1 A c . 54 . 4 0 A c . 60 8 0 2, 5 1 4 2, 5 9 6 32 . 6 3 A c . 40 . 4 3 A c . 24 4 5 65 2 65 2 2. 4 6 A c . 39 . 3 6 A c . 62 3 4 0 0 86 . 2 6 A c . 12 2 . 2 3 A c . 40 0 6 1 0 0 1. 5 3 A c . 54 . 3 6 A c . 40 3 2 1 0 0 54 . 8 3 A c . 82 . 9 6 A c . 62 3 7 0 0 0. 0 0 A c . 0. 0 0 A c . 40 2 3 6 0 0 7. 3 7 A c . 39 . 1 0 A c . 24 4 7 16 2 44 7 20 . 9 4 A c . 24 . 3 2 A c . 60 0 7 0 0 2. 9 7 A c . 13 . 1 8 A c . 62 3 6 0 0 0. 0 0 A c . 0. 0 0 A c . 90 6 3 0 0 11 . 8 0 A c . 20 . 6 8 A c . 90 6 2 0 0 0. 0 0 A c . 0. 0 0 A c . 60 0 8 6 6 16 . 6 7 A c . 21 . 9 3 A c . I6 3 5 . . SA N D Y L A K E R D .B ELT LI NE RD . B ET H E L R D . D E N T O N T A P R D . R O Y A L L N . PA R K W A Y B L V D. M A CA RT H UR B L V D . FR EEPORT PKWY. M O O R E R D . S H 1 2 1 . BE T H E L S C H O O L R D . S H 1 2 1 H W Y . S H 1 2 1 S E R V I C E R . A I RL I N E D R . C O P P E L L R D . D I V I D E N D D R . C R E E K V I E W D R . S A M U E L B L V D . DE F O R E ST R D . M O C K I N G B I R D L N . R I V E R C H A S E D R . RU B Y R D . PI N Y O N L N . C O U N T Y L I N E R D . G A T E W A Y B L V D . P H I L L I PS D R . H I L L D R . L E D BE T TE R RD.S T A R L E A F S T . AL L E N RD. P E L I C A N L N . SH A D OW C R E S T L N . CA N Y O N D R. M A L L A R D D R . KA Y E S T . BU R N S S T . C O V E D R . G RE E N WA Y DR . W I N D I N G H O L L O W L N . MI N Y AR D D R . B A R C L A Y A V . MA P L E LE A F L N . B R I A R G L E N D R . E D G E W O O D D R . C R E S T V I E W D R . B R I C K N E L L L N . QU A I L L N. M A R T E L L N . A S P E N W A Y D R. AL E X D R . HA LI F A X D R . G R E E N R I D G E D R . OAKBEND DR. HO O D D R . H E A T H E R G L E N D R . C A R T E R D R . SU GA R BE R R Y D R . S A N D E R S L P . C H R I S T I L N . B R A E W O O D D R . ACE LN. C RI B B S DR . P A RK W O O D L N . N A T C H E S T R A C E . C H A T E A U S D R . TOW N C ENTER BLVD. RA V EN L N . RO BI N L N . DI L L A R D L N . T O W N C E N T E R D R . L E X I N G T O N A V . C O P P E R S T O N E T R . LE SL I E LN . R O L L I N G H I L L S R D . I 6 3 5 - O N R A M P 3 4 . VA NB EB BE R D R . W A L E S C T . H A M M O N D S T . FO R E S T R I D G E D R . H O L L Y S T . FA IRWAY DR. S H 1 2 1 R D . GR A Y W O O D L N . P O I N T W E S T BLVD. C O TT O N R D . G L A D E P O I N T D R . HARRIS RD. SP A R RO W L N. A N D E R S O N A V . T A N B A R K C I R . T R I N I T Y C T . L O C H L N . WE S T M I NS T E R WA Y . B L A C K O A K C I R. B U L L O C K D R . F I TN E S S C T . M IL L TR . S A N DY OA K L N . O L Y M P I A L N . P HE A S A N T L N . KI N G S R I D GE D R. B EA U DR . H O W E L L D R . CO AT S S T. GRAPEVINE CREEK DR.COLONIAL DR.B E T H E L S C H O O L C T . G L E N L A K E S D R . JU N I P ER D R . F I E L D C R E S T L P . O A K B R O O K D R . B RO W N T R. B RI AR C O VE LN . S T J A M E S P L . WI L D P L U M D R . R U S T I C M E A D O W W A Y . AU TU M N L N . H A R T F O R D C I R . I 6 3 5 . . S H 1 2 1 . SANDY LAKE RD. S H 1 2 1 . S H 1 2 1 . C O P P E L L R D . S H 1 2 1 . S H 1 2 1 . S H 1 2 1 H W Y . . S H 1 2 1 . S H 1 2 1 S E R V I C E R . ³ 0 1 , 2 0 0 2 , 4 0 0 SC A L E I N F E E T LE G E N D TS Z B o u n d a r i e s St r e e t s Pa r c e l Ci t y L i m i t s La k e FI G U R E 2 - 6 CI T Y O F C O P P E L L PO P U L A T I O N A N D NO N - R E S I D E N T I A L A C R E S B Y T S Z Cr e a t e d B y F r e e s e a n d N i c h o l s , I n c . Jo b N o . : C P L 1 1 2 5 4 Lo c a t i o n : H : \ W _ W W _ P L A N N I N G \ D E L I V E R A B L E S \ 0 4 _ F i n a l _ W a t e r _ W a s t e w a t e r _ I m p a c t _ F e e _ R e p o r t \ ( F i g u r e _ 2 - 6 ) - P o p _ a n d _ N o n - R e s i d e n t i a l _ A c _ b y _ TS Z . m x d Up d a t e d : M o n d a y , F e b r u a r y 0 6 , 2 0 1 2 2 : 1 3 : 0 5 P M TS Z I D 20 1 1 P o p u l a t i o n 20 2 1 P o p u l a t i o n 20 1 1 C o m m . A c r e s 20 2 1 C o m m . A r c e s Water, Wastewater and Roadway Impact Fee Report City of Coppell 3‐1 3.0 CAPITAL IMPROVEMENTS PLAN An impact fee capital improvements plan (CIP) was developed for the City of Coppell to ensure high quality water and wastewater service that promotes residential and commercial development. The recommended improvements will provide the required capacity and reliability to meet projected water demands and wastewater flows through year 2021. 3.1 Water and Wastewater Load Projections The population and land use data was used to develop future water demands and wastewater flows based on a projected average day per capita use and peaking factors. Based on historical water usage and wastewater flows, design criteria were developed. The design criteria for water and wastewater are presented in Table 3‐1 and Table 3‐2, respectively. Table 3‐3 presents the projected water demands. Table 3‐4 presents the projected wastewater flows for the City of Coppell. Table 3‐1 Water Design Criteria Average Residential Usage (gpcd) Average Day Commercial Water Usage (gpd/acre) Maximum Day to Average Day Peaking Factor Peak Hour to Maximum Day Peaking Factor 140 2,000 2 2 Table 3‐2 Wastewater Design Criteria Average Daily Residential Loading (gpcd) Average Daily Commercial Loading (gpd/acre) Peak Wet Weather to Average Daily Peaking Factor 75 700 4 Water, Wastewater and Roadway Impact Fee Report City of Coppell 3‐2 Table 3‐3 Projected Water Demands Year Average Day Demand (MGD) Maximum Day Demand (MGD) Peak Hour Demand (MGD) 2011 10.1 20.3 40.5 2021 12.3 24.6 49.3 Table 3‐4 Projected Wastewater Flows Year Average Annual Daily Flow (MGD) Peak Wet Weather Flow (MGD) 2011 4.58 18.33 2021 5.39 21.57 Water, Wastewater and Roadway Impact Fee Report City of Coppell 3‐3 3.2 Water and Wastewater System Improvements FNI updated the existing water and wastewater models in H2OMap Water and H2OMap Sewer. The water demands and wastewater loadings were redistributed based on the revised land use assumptions. FNI developed proposed water and wastewater system improvements based on the results of the hydraulic models. The City of Coppell is approaching buildout and the existing water and wastewater systems are appropriately sized to meet future demands and loads. The cost for the project required for the 10‐year growth period used in the impact fee analysis for both the water systems is shown in Table 3‐5. Costs listed for the existing projects are based on actual design and construction costs provided by the City. Detailed cost estimate for the proposed water system project is included in Appendix A. Tables 3‐5 and 3‐6 show 2011 percent utilization as the portion of a project’s capacity required to serve existing development. It is not included in the impact fee analysis. The 2021 percent utilization is the portion of the project’s capacity that will be required to serve the City of Coppell in 2021. The 2011‐2021 percent utilization is the portion of the project’s capacity required to serve development from 2011 to 2021. The portion of a project’s total cost that is used to serve development projected to occur from 2011 through 2021 is calculated as the total actual cost multiplied by the 2011‐ 2021 percent utilization. Only this portion of the cost is used in the impact fee analysis. The 10‐year water system projects are shown on Figure 3‐1. The 10‐year wastewater projects are shown on Figure 3‐2. Wa t e r , Wa s t e w a t e r an d Ro a d w a y Im p a c t Fe e Re p o r t Ci t y of Co p p e l l 3 ‐4 Ta b l e 3 ‐5 Wa t e r Sy s t e m Im p a c t Fe e El i g i b l e Pr o j e c t s No . De s c r i p t i o n of Pr o j e c t Pe r c e n t U t i l i z a t i o n Co s t B a s e d o n 2 0 1 1 D o l l a r s 20 1 1 * 20 2 1 20 1 1 ‐ 20 2 1 Ca p i t a l Co s t Cu r r e n t De v e l o p m e n t 10 ‐Year (2 0 1 1 ‐2021) Beyond 2021 EX I S T I N G PR O J E C T S A 24 ‐in c h Sa n d y La k e Ro a d an d Co p p e l l Ro a d wa t e r li n e fr o m De n t o n Ta p Ro a d to Wa g o n Wh e e l ES T 65 % 10 0 % 35 % $9 8 5 , 0 3 0 $6 4 0 , 2 7 0 $344,761 $0 B 12 ‐in c h wa t e r li n e al o n g Ru b y Ro a d fr o m Ro y a l La n e to Co p p e l l Ro a d 90 % 10 0 % 10 % $3 2 4 , 4 8 0 $2 9 2 , 0 3 2 $32,448 $0 C 12 ‐in c h wa t e r li n e al o n g we s t e r n ed g e of Ci t y fr o m No r t h p o i n t Dr i v e to Ga t e v i e w Dr i v e 80 % 10 0 % 20 % $5 2 6 , 3 2 0 $4 2 1 , 0 5 6 $105,264 $0 D Wa g o n Wh e e l 2. 0 MG ES T 50 % 75 % 25 % $2 , 7 8 6 , 9 9 0 $1 , 3 9 3 , 4 9 5 $696,748 $696,748 E Vi l l a g e Pa r k w a y Pu m p #6 20 % 10 0 % 80 % $2 7 3 , 6 0 7 $5 4 , 7 2 1 $218,886 $0 F 30 ‐in c h Sa n d y La k e Ro a d wa t e r li n e fr o m Ma c A r t h u r Bl v d . to De n t o n Ta p Ro a d 80 % 10 0 % 20 % $1 , 8 6 2 , 7 2 0 $1 , 4 9 0 , 1 7 6 $372,544 $0 G 16 ‐in c h wa t e r li n e fr o m Be t h e l Ro a d to Ai r l i n e Dr i v e al o n g De n t o n Ta p 65 % 10 0 % 35 % $8 0 4 , 7 0 8 $5 2 3 , 0 6 0 $281,648 $0 H 12 ‐in c h SH 12 1 wa t e r li n e fr o m Co p p e l l Ro a d to De n t o n Ta p 90 % 10 0 % 10 % $6 1 5 , 1 0 9 $5 5 3 , 5 9 8 $61,511 $0 I 12 ‐in c h wa t e r li n e al o n g Be l t Li n e Ro a d an d we s t al o n g Di v i d e n d fr o m th e ex i s t i n g 12 ‐in c h wa t e r li n e of La k e s h o r e Dr i v e to th e ex i s t i n g 12 ‐in c h wa t e r li n e at Fr e e p o r t Pa r k w a y 10 % 90 % 80 % $9 5 0 , 0 4 0 $9 5 , 0 0 4 $760,032 $95,004 J Im p a c t Fe e St u d y 0% 10 0 % 10 0 % $4 0 , 0 0 0 $0 $40,000 $0 Ex i s t i n g Pr o j e c t Su b ‐to t a l $9 , 1 6 9 , 0 0 3 $5 , 4 6 3 , 4 1 2 $2,913,840 $791,752 PR O P O S E D PR O J E C T S 1 Re p l a c e m e n t of ex i s t i n g 12 ‐in c h wi t h a 20 ‐in c h wa t e r li n e fr o m th e So u t h w e s t e r n El e v a t e d St o r a g e Ta n k 40 % 90 % 50 % $1 , 1 3 4 , 6 6 0 $4 5 3 , 8 6 4 $567,330 $113,466 Pr o p o s e d Pr o j e c t Su b ‐to t a l $1 , 1 3 4 , 6 6 0 $4 5 3 , 8 6 4 $567,330 $113,466 To t a l C o s t $1 0 , 7 8 8 , 8 2 3 $5 , 9 6 5 , 7 9 2 $3,869,298 $953,734 * Ut i l i z a t i o n in 20 1 1 on Pr o p o s e d Pr o j e c t s in d i c a t e s a po r t i o n of th e pr o j e c t th a t wi l l be us e d to ad d r e s s de f i c i e n c i e s wi t h i n th e ex i s t i n g system,and therefore ar e no t el i g i b l e fo r im p a c t fe e co s t re c o v e r y fo r fu t u r e gr o w t h . Wa t e r , Wa s t e w a t e r an d Ro a d w a y Im p a c t Fe e Re p o r t Ci t y of Co p p e l l 3 ‐5 Ta b l e 3 ‐6 Wa s t e w a t e r Sy s t e m Im p a c t Fe e El i g i b l e Pr o j e c t s No . De s c r i p t i o n of Pr o j e c t Pe r c e n t U t i l i z a t i o n Co s t B a s e d o n 2 0 1 1 D o l l a r s 20 1 1 * 20 2 1 20 1 1 ‐ 20 2 1 Ca p i t a l Co s t Cu r r e n t De v e l o p m e n t 10 ‐Year (2 0 1 1 ‐2021) Beyond 2021 EX I S T I N G PR O J E C T S A Ex i s t i n g 30 ‐in c h fo r c e m a i n in Ba s i n C 80 % 10 0 % 20 % $1 , 1 6 4 , 0 0 0 $9 3 1 , 2 0 0 $232,800 $0 B Ex i s t i n g 24 ‐in c h gr a v i t y li n e in Ba s i n A 90 % 10 0 % 10 % $1 , 4 7 6 , 0 0 0 $1 , 3 2 8 , 4 0 0 $147,600 $0 C Ex i s t i n g 21 ‐in c h gr a v i t y li n e in Ba s i n A 85 % 10 0 % 15 % $3 5 7 , 6 0 0 $3 0 3 , 9 6 0 $53,640 $0 D Ex i s t i n g 18 ‐in c h gr a v i t y li n e in Ba s i n A 85 % 10 0 % 15 % $3 2 1 , 6 0 0 $2 7 3 , 3 6 0 $48,240 $0 E Ex i s t i n g 15 ‐in c h gr a v i t y li n e in Ba s i n A 85 % 10 0 % 15 % $4 2 8 , 4 0 0 $3 6 4 , 1 4 0 $64,260 $0 F Ex i s t i n g 21 ‐in c h gr a v i t y li n e in Ba s i n B 75 % 10 0 % 25 % $3 5 7 , 6 0 0 $2 6 8 , 2 0 0 $89,400 $0 G Ex i s t i n g 27 ‐in c h gr a v i t y li n e in Ba s i n B 75 % 10 0 % 25 % $7 5 1 , 8 0 0 $5 6 3 , 8 5 0 $187,950 $0 H Ex i s t i n g 15 / 2 4 ‐in c h gr a v i t y li n e in Ba s i n E 80 % 95 % 15 % $1 , 0 4 5 , 8 0 0 $8 3 6 , 6 4 0 $156,870 $52,290 I Ex i s t i n g 30 ‐in c h gr a v i t y li n e in Ba s i n C an d E 75 % 95 % 20 % $2 , 2 6 3 , 2 0 0 $1 , 6 9 7 , 4 0 0 $452,640 $113,160 J Sa i n t Jo n e s 30 ‐in c h fo r c e m a i n (d i s c h a r g e fr o m De f o r e s t PS ) 70 % 10 0 % 30 % $2 , 3 1 2 , 0 4 1 $1 , 6 1 8 , 4 2 9 $693,612 $0 K Ex i s t i n g 20 ‐in c h fo r c e m a i n fr o m Sa n d y La k e Li f t St a t i o n 75 % 10 0 % 25 % $1 , 1 7 2 , 7 5 0 $8 7 9 , 5 6 3 $293,188 $0 L Up s i z e De f o r e s t an d Sa n d y La k e Li f t St a t i o n s 70 % 10 0 % 30 % $2 , 6 1 1 , 7 4 2 $1 , 8 2 8 , 2 1 9 $783,522 $0 M Ex i s t i n g 12 ‐in c h gr a v i t y li n e in No r t h w e s t se c t i o n of Ba s i n A 70 % 10 0 % 30 % $1 , 1 2 3 , 2 0 0 $7 8 6 , 2 4 0 $336,960 $0 N Im p a c t Fe e St u d y 0% 10 0 % 10 0 % $4 0 , 0 0 0 $0 $40,000 $0 Ex i s t i n g Pr o j e c t Su b ‐to t a l $1 5 , 4 2 5 , 7 3 3 $1 1 , 6 7 9 , 6 0 0 $3,580,682 $165,450 To t a l C o s t $1 5 , 4 2 5 , 7 3 3 $1 1 , 6 7 9 , 6 0 0 $3,580,682 $165,450 * Ut i l i z a t i o n in 20 1 1 on Pr o p o s e d Pr o j e c t s in d i c a t e s a po r t i o n of th e pr o j e c t th a t wi l l be us e d to ad d r e s s de f i c i e n c i e s wi t h i n th e ex i s t i n g system, and therefore ar e no t el i g i b l e fo r im p a c t fe e co s t re c o v e r y fo r fu t u r e gr o w t h . [Ú [Ú UT UT (#UT (#UT 1.5 MG Southwestern ESTOverflow Elev.: 672.5 ft. 2.0 MG Wagon Wheel ESTOverflow Elev.: 672.5 ft. Village Parkway PS6.0 MG GST4.0 MG GST41.0 MGD Firm Capacity ,1 ,A ,F,A ,A ,A ,F ,E ,B,B ,C ,G ,G ,1 ,H ,H ,H ,I ,I ,I ,I ,D 12'' 24 ' '30'' 16 ' ' 8'' 1 2 ' ' 12'' 30'' 12 ' ' 12'' 24'' 30'' 24'' 16 ' ' 24'' 16'' 16 ' ' 24'' 12'' 16 ' ' 16 ' ' 24'' 12'' 12'' 12 ' ' 12 ' ' 12 ' ' 24'' 12 ' ' 24'' 24'' 16 ' ' 24'' 12'' 30'' 12 ' ' 30'' 16'' 12'' 30'' 12'' 12'' 30'' 12'' 16 ' ' 16'' 12 ' ' 24'' 12'' 12'' 12'' 24'' 12'' 30'' 12'' 30''30'' 12'' 30''30'' 12 ' ' 24'' 16 ' ' 12'' 3 0 ' ' 12'' 30'' 12 ' ' 12'' 12'' 30''24''30'' 20 ' ' 20 ' ' 20''20'' 20 ' ' 20'' E I 6 3 5 W I635 E Belt Line Rd Fr e e p o r t P k w y S R o y a l L n W Bethel Rd E S a n d y L a k e R d S B e l t L i n e R d W Sandy Lake Rd N Mac A r t h u r B l v d E Bethel School Rd E Parkway Blvd N D e n t o n T a p R d Airline Dr SH 12 1 S D e n t o n T a p R d S M o o r e R d Dividend Dr S C o p p e l l R d W SH 121 Lo d g e R d S M a c A r t h u r B l v d Deforest Rd C r e ekview Dr Sa m u e l B l v d Wrangler Dr N SH 1 2 1 H w y N SH 1 2 1 S e r v i c e R N M o o r e R d Mo c k i n g b i r d L n W P a r k w a y B l v d N C o p p e l l R d E SH 1 2 1 S e r v i c e R Riverchase Dr Ruby Rd N H e a r t z R d No r t h p o i n t D r S H e a r t z R d Fritz Dr Falcon Ln Southwestern Blvd Hi l l D r Star l e a f S t Park V a l l e y D r Piny o n L n P h i l l i p s D r Plantation Dr Gateway Blvd Patri o t D r A l l e n R d L e d b e t t e r R d W SH 1 2 1 S e r v i c e R Pelican Ln Malla r d D r S C o u n t y L i n e R d Woo d h u r s t D r E Bethel R d Wate r v i e w D r Shadowcrest Ln Brooks Ln Kaye St Burns St Canyon Dr Meado w c r e e k R d S SH 1 2 1 S e r v i c e R G r a h a m D r S p y g l a s s D r Oa k T r Cove Dr Gi f f o r d D r Greenway Dr Briarglen Dr V i l l a g e P k w y Bar c l a y A v Blue J a y L n Mapleleaf Ln Cozby Av V i l l a w o o d L n Minyard Dr Lake Vista Dr Wind i n g H o l l o w L n M e a d o w R u n Crestview Dr Martel L n La k e s h o r e D r Br i c k n e l l L n Woodmoor Dr Alex Dr Ed g e w o o d D r Halifax Dr Pecan Hollow Dr Tupelo Dr Fore s t H i l l D r Lyndsie Dr Quail Ln Falls Rd Parkview Plc Cooper Ln G r e e n r i d g e Dr Snowshill Tr Wh i s p e r i n g H i l l s D r C arter Dr Asp e n w a y D r S SH 1 2 1 Co w b o y D r E SH 1 2 1 F a l l k i r k D r H a w k L n K il b r i d g e L n S SH 1 2 1 H w y Tim b e r R i d g e L n Oa k b e n d D r Beechwood Ln Hood Dr Cr e s t s i d e D r He a t h e r G l e n D r Sa n d y K n o l l D r SH 121 - E x i t Con d o r D r D o g w o o d Tr Me a d o w g l e n C i r M a d i s o n S t SH 121 Ra m p Lee Dr Mead owview L n Sand er s L p Redcedar Way Dr Christi Ln Willow Spri n g s D r Cribbs Dr W illet D r Grace Ln P a r k e r D r Oriole Ln Swan Dr C o t t o n w o o d D r St r a t f o r d L n A c e L n Coral Dr Dillard Ln Cr e e k s i d e L n Kyle D r Cr e e k C r o s s i ng Cha t e a u s D r Levee Pl P a r k w o o d L n Crane Dr P l a z a B l v d W ellin gton Rd Barrington Dr Ex e c u t i v e D r To w n C e n t e r B l v d M a g n o l i a D r Si m m o n s D r Oa k c r e s t L n Travis St Ch e r r y b a r k D r Raven Ln En t e r p r i s e D r Coppersto n e T r Gibbs Cros s i n g Waln u t G r ove Ln Ro l l i n g H i l l s R d Robin Ln Wales Ct Basilwood Dr L e x i n g t o n A v Trad e C e n t e r D r Br a n c h w o o d T r Ashley Dr Vanbebber Dr Marlee Cir Di c k e n s D r L e a v a l l e y L n F a i r w a y D r Ha r w e l l S t Lake Park D r R o cky Bran c h L n L a g u n a L n Meadowood Ln Forest Ridge Dr Wr a n g l e r C i r Be a c o n H i l l D r Beal Ln Lo n d o n W a y Co u n t r y L n A r b o r Brook Ln Ashfo r d D r C a m b r i a D r E Nat c h e s T r a c e Woodl a k e D r B r a d f ord Dr Cas t l e C r e e k D r Ha r r i s S t De a n n D r Duncan Dr Cotton Rd E I635 - Exit 33 Service R Sh a d y d a l e L n Avalon Ln B e r k s h i r e L n Ha m m o n d S t Graywood Ln In g l e n o o k C t Sp r i n g o a k L n Johnson Dr H a r r i s R d Glade Point Dr W B e t h e l S c h o o l R d L a k e F o r e s t D r Sh o r e w ood D r Sparrow Ln B itternut Dr Brock St Swallow Dr Havencrest Ln S H o l l y S t Wynnpage Dr Ta n b a r k C i r Highland Dr T r i n i t y C t I635 - O n Ramp 34 Houston St Kingsmill Ct Layton Dr Cardinal Ln An d e r s o n A v Fi n c h L n Steamboat Dr Mi l l T r Mullran y D r Te a l w o o d D r Halifax Ln Tr a i l w o o d L n R e d w i n g D r Pebble Creek Dr Gr e e n t r e e D r Lai r d s D r Thompson Dr L o n g m e a d o w D r River Rd N ewport Dr A n d o v e r L n Al l e n c r e s t L n Park M e a d o w W a y Dalm a l l e y L n Charleston Dr Rockcre s t D r Lo c h L n Wo o d c r e s t L n Hu n t e r s R i d g e R d Glendale Dr B e v e r l y D r G a t e v i e w B l v d Clear Creek Ln Oak Grove Ln Te n n y s o n P l c C a m b r i d g e M a n o r L n Hi d d e n V a l l e y D r E d i n b u r g h L n Bl a c k O a k C i r No r t h L a k e D r Gl e n w o o d D r Brentwood Dr Westminster Way Fitness Ct R a intr ee Cir C h es hir e Dr W Town Ce nt e r D r M e a d o w l a r k Ln P e p p e r w o o d S t Harrison Dr We s t l a k e D r S a d d l e T ree T r H i g h l a n d M e a d o w D r Pa r k R d Pheasant Ln Kingsridge Dr Lockhaven Ln Post Oak Dr Wi l l i n g h a m D r Alendale Dr W I63 5 - E x i t 3 5 S e r v i c e R Ho w e l l D r Ni x o n S t Chestnut Ln Fl a g s t o n e L n Spani s h M o s s D r W e s t c h e s t e r D r W e s t w i n d D r Lakeview Dr Sandy Oak Ln O l y mpia Ln Beau Dr O l d Y o r k R d Gi b s o n C t Hearthwood Dr Loxley Dr Kirkland Dr Pa r i s h P l c Coats St P enuel D r Stonecrest Dr Archer Dr Sa n d P o i n t C t C ha lfo nt P l c Colonial Dr So r a L n Ma n c h e s t e r L n La k e w o o d C t Suzanne Way T u r n b e r r y L n De f o r e s t C t C r e s t w o o d D r Me s q u i t e w o o d S t W B raewood Dr Pine hurst Dr Beth e l S c h o o l C t I 6 3 5 - E xit 3 4 Cooper E Peninsula Dr Fa i r v i e w C t D a k o t a Ln B r i t t a n y D r S l e e p y H o l l o w L n E I635 - E x i t 3 5 S e r v i c e R Woodw a y Grapevine Creek Dr Ha m p t o n C t Juniper Dr Glen Lakes D r Field c r e s t L p Wrenwood Dr P r e s t w i c k C t Mo b l e y W a y N a t c h e s T r a c e Greenwich Ln Pen f o l d s L n Oakb r o o k D r Bro w n T r Stringfellow Dr S H 1 2 1 - t u r n a r o u n d Breann a W a y Teal Cove Autumnwood Ln E x c h a n g e C i r Highla n d W a y Pi n t a i l C t Briarcove Ln H i d d e n H o l l o w C t Grace Dr Blue J a y D r Do b e c k a D r Dove Cir E I635 - On R a m p 3 5 S e r v i c e R B e n t T r e e C r t A r m s t r o n g B l v d C l e a r H a v e n R d S t J a m e s P l K a i l e y W a y H u m m i n g b i r d D r Le isure Ln Re d w o o d D r Tanglewood Ln Br i c k n e l l D r St a t e C h a m p i o n P k w y Cross Timbers Tr So u t h e r n B e l l e D r Br y a n L n 0 Hood Dr Ridgewood Dr C a ne moun t L n M a t h e s o n C t Indi a n R o c k D r C h i n a b erry Way D r i f t w o o d D r Warren Crossing Brighton Ln Austin Ct Edmondson Dr Warwick Ln Independence Dr Biltmore Ct Willow Ln Ba y C i r Encl a v e s C r t W Penins u l a D r W o o d h i l l S t Gifford C t M a r t e l C r t Tara Ct Be a v e r R u n D r H e a r t h st one L n Alde r C t S heffield Ct Roundrock Cir V ill a g e Green Dr Spanish Moss Ct We s t m i n s t e r C t H a m p t o n D r Rockcrest Ct Wh ite S p r u c e D r S u n r i s e D r Lakeview C r o o k e d T r e e C t Tana g e r D r Ha r t f o r d C i r Re e d e r D r Wo o d l a n d C o v e Mi t c h e l l S t T o w e r C t E l m F o r k D r W e s t w o o d C t Willow Springs Ct No r t h w e s t e r n D r A p p l e c r o s s C t Carriage Ct Flintshire W a y Se a H a w k C t Clare m o n t C t Cres t v i e w C t Eastgate Dr Mariners Ct Maywoo d C i r Gl e n c r e s t C i r De l t a C t Maso n C t Elmhill Ct Cuttingham Ct Hardwick Ct P a r k V a l l e y C t Shiloh Ct Fountain Head Ln Crane Cir Elmvale Ct We s t b u r y C t Che l s e a B a y A s h e r C t Leisure Ct Gr a y w o o d C t E SH 1 2 1 S e r v i c e R E Parkwa y B l v d S SH 1 2 1 S e r v i c e R S SH 1 2 1 S e r v i c e R SH 1 2 1 Meadowglen Cir S H 1 2 1 R a m p I635 - On Ramp 34 E Sandy Lake Rd E S H 1 2 1 S e r v i c e R Co t t o n R d W r a n g l e r C i r I635 - E x i t 3 4 N SH 1 2 1 H w y Fre e p o r t P k w y N SH 1 2 1 S e r v i c e R S H 1 2 1 - t u r nar o u n d Aspen w a y D r E SH 12 1 N SH 121 Service R S C o p p e l l R d D u n c a n D r 24'' 12 ' ' 10'' 16'' 1 0 ' ' 12'' 16'' 12 ' ' 16'' 12 ' ' 12'' 16'' 1 2 ' ' 12 ' ' 12 ' ' 12 ' ' 12 ' ' 12 ' ' 16'' 12 ' ' 16'' 12'' 1 2 ' ' 12'' 12'' 1 6 ' ' 12 ' ' 1 6 ' ' 10 ' ' 16'' 10'' 1 0 ' ' 12 ' ' 24 ' ' 12'' 12'' 12'' 12'' 24'' 12' ' 12'' 12'' 12 ' ' 1 2 ' ' 10'' 12 ' ' 16'' 12 ' ' 16 ' ' 10'' 1 2 ' ' 24'' 16'' 12'' 12'' 16'' 16'' 12'' 12'' 12'' 12'' 12 ' ' 12'' 12'' 1 0 ' ' 1 2 ' ' 10 ' ' 16'' 1 0 ' ' 12 ' ' 12'' 12' ' 10'' 12'' 12'' 12'' 1 2 ' ' 1 6 ' ' 10'' 1 2 ' ' 16'' 12 ' ' 12'' 12'' 12'' 12' ' 16'' 12'' 12'' 10'' 24''1 2 ' ' 16'' 12'' 16 ' ' 10'' 12'' 12'' 12'' 1 6 ' ' 24'' 12'' 16'' 12'' 1 2 ' ' 12'' 16 ' ' 12 ' ' 12'' 10 ' ' 16 ' ' 1 6 ' ' 12'' 1 6 ' ' 12'' 1 2 ' ' 16'' 12'' 12'' 12'' 1 0 ' ' 16'' 16'' 12'' 12'' 16'' 10 ' ' 12'' 12 ' ' 1 6 ' ' 12'' 12'' 24 ' ' 24'' 1 2 ' ' 1 2 ' ' 16'' 16'' 12'' 12 ' ' 1 2 ' ' 16'' 1 2 ' ' 12 ' ' 10'' 1 2 ' ' 16 ' ' 1 2 ' ' 12'' 16'' 12 ' ' 12 ' ' 12'' 16' ' 12 ' ' 12'' 12'' 12'' 1 2 ' ' 16'' 12 ' ' 12 ' ' 12'' 10 ' ' 12 ' ' 12 ' ' 1 6 ' ' 12 ' ' 12 ' ' 1 6 ' ' 12'' 1 0 ' ' 12'' 12 ' ' 12'' 16 ' ' 10 ' ' 12'' 1 6 ' ' 12 ' ' 16'' 12'' 12'' 12' ' 12'' 16 ' ' 16'' 1 2 ' ' 1 6 ' ' 12'' 16'' 1 2 ' ' 12'' 12 ' ' 10 ' ' 16 ' ' 16 ' ' 12'' 16 ' ' 12 ' ' 16 ' ' 12'' 12 ' ' 1 2 ' ' 12 ' ' 10 ' ' 12'' 16'' 16 ' ' 12'' 12 ' ' 10'' 12'' 16 ' ' 12'' 16'' 1 0 ' ' 12'' 16'' 12 ' ' 12 ' ' 2 4 ' ' 10'' 12'' 12'' 16' ' 1 2 ' ' 12'' 12'' 24 ' ' 10'' 1 2 ' ' 12 ' ' 24'' 16'' 12'' 12 ' ' 12 ' ' 16 ' ' 16'' 12'' 1 2 ' ' 12'' 10'' 1 2 ' ' 12'' 24'' 10 ' ' 10'' 16'' 12'' 1 6 ' ' 12 ' ' 16'' 1 6 ' ' 1 6 ' ' 16 ' ' 1 6 ' ' 12'' 12'' 16 ' ' 12 ' ' 16'' 12 ' ' 1 6 ' ' 10 ' ' 12 ' ' 10'' 12'' 12'' 12 ' ' 1 2 ' ' 16'' 12'' 12 ' ' 10 ' ' 24'' 12 ' ' 16 ' ' 12'' 12 ' ' 1 2 ' ' 12'' 12 ' ' 16'' 24'' 12'' 12'' 12'' 16'' 1 2 ' ' 1 2 ' ' 12'' 16'' 12'' 12'' 24'' 16 ' ' 2 4 ' ' 1 2 ' ' 16 ' ' 12 ' ' 12 ' ' 24'' 12 ' ' 1 2 ' ' 12'' 16'' 16'' 12'' 12''10'' 12'' 12'' 12'' 12 ' ' 16 ' ' 10 ' ' 10'' 16'' 12'' 12'' 12 ' ' 12'' 12'' 1 2 ' ' 16'' 12 ' ' 16 ' ' 12 ' ' 1 6 ' ' 16'' 12 ' ' 16'' 10'' 12 ' ' 12'' 12'' 12 ' ' 1 2 ' ' 12 ' ' 12 ' ' 1 0 ' ' 8' ' 6'' 2' ' 4'' 3' ' 1'' 0'' 8' ' 8' ' 8'' 8'' 8'' 6''6' ' 8' ' 8'' 6' ' 8 ' ' 6' ' 8'' 8'' 8''8'' 6'' 8'' 8'' 6'' 8'' 6'' 8'' 8'' 6' ' 8'' 8' ' 8' ' 8'' 8''6'' 8'' 6' ' 8' ' 8 ' ' 8'' 8' ' 6' ' 8' ' 8 ' ' 8' ' 6'' 8'' 8'' 8'' 6' ' 8' ' 8' ' 8'' 8'' 8 ' ' 8'' 8'' 8'' 8'' 8' ' 8'' 6 ' ' 8'' 8 ' ' 8'' 8'' 8' ' 8' ' 8'' 8'' 8'' 8' ' 8'' 8' ' 8'' 8'' 8'' 8' ' 8' '8'' 8'' 8'' 2'' 8'' 8'' 8' ' 8'' 8'' 8'' 8'' 6'' 8'' 6'' 8' ' 8' ' 8'' 8 ' ' 8 ' ' 6' ' 8'' 8 ' ' 8' ' 8'' 8'' 8' ' 6' ' 8'' 8'' 8'' 8 ' ' 8'' 6' ' 8'' 8 ' ' 8'' 8'' 8'' 8'' 8'' 8'' 8' ' 8'' 8'' 8 ' ' 8'' 8' ' 8'' 8'' 6' ' 8'' 6' ' 8'' 2'' 6' ' 4''8' ' 8' ' 8' ' 8'' 6'' 8'' 8'' 6'' 8'' 6' ' 8'' 8'' 8'' 8' ' 8' ' 6'' 8 ' ' 6' ' 8'' 8'' 8'' 8' ' 6'' 8' ' 8'' 8'' 8'' 8' ' 8'' 8'' 6'' 8' ' 8' ' 6' ' 8' ' 8 ' ' 8'' 8'' 6' ' 8' ' 8' ' 8'' 6' ' 6'' 8' ' 8' ' 8'' 8'' 8'' 8'' 8'' 8'' 8' ' 6' ' 6'' 8' ' 8'' 8 ' ' 8 ' ' 8'' 8' ' 8'' 8 ' ' 8'' 8'' 8' ' 8'' 8'' 8'' 8'' 8'' 8 ' ' 8' ' 8' ' 6' ' 8' ' 8'' 8 ' ' 8'' 8'' 6'' 8'' 8'' 6'' 8'' 8' ' 8' ' 6'' 8' ' 8'' 8'' 8' ' 8'' 6'' 8'' 8' ' 6' ' 8'' 8'' 8' ' 6'' 8'' 8' ' 8'' 8'' 8 ' ' 8'' 8 ' ' 8'' 8' ' 8'' 8'' 8' ' 4'' 8' ' 8'' 8' ' 6' ' 8'' 8'' 8'' 6''6'' 8 ' ' 8 ' ' 8' ' 6'' 8'' 8'' 6'' 8'' 8'' 8'' 8'' 8' ' 6'' 8'' 8'' 8'' 8'' 8'' 8' ' 8'' 8 ' ' 8'' 8'' 8'' 6'' 8'' 8'' 6' ' 8'' 8' ' 6' ' 8'' 8' ' 8'' 6'' 8'' 8'' 8 ' ' 8'' 8'' 6'' 8'' 8'' 8'' 8'' 8 ' ' 8 ' ' 8'' 6'' 8' ' 8' ' 6' ' 8'' 8 ' ' 8'' 8'' 8' ' 8'' 6'' 8' ' 6'' 8'' 8' ' 6' ' 8'' 6'' 8'' 6' ' 8'' 8' ' 8'' 8'' 8'' 8' ' 8' ' 8' ' 8'' 8' ' 6' ' 6'' 8'' 8'' 8'' 8'' 8'' 8'' 8' ' 6'' 8'' 8'' 8' ' 6'' 6'' 6'' 8'' 8'' 6' ' 8'' 8'' 8' ' 8'' 8'' 8'' 8'' 2' ' 6' ' 8'' 8'' 8' ' 8' ' 8''8' ' 8'' 6'' 8'' 8' ' 8'' 8' ' 6' ' 8'' 8'' 8 ' ' 8' ' 8' ' 8' ' 8'' 8'' 6' ' 8'' 8 ' ' 8' ' 8''8'' 8' ' 8'' 6 ' ' 8'' 8'' 8'' 8'' 8'' 8' ' 8'' 8'' 8'' 8'' 8'' 8'' 8' ' 8 ' ' 8 ' ' 8' ' 8' ' 8 ' ' 8 ' ' 6'' 8'' 8' ' 6'' 8'' 8' ' 8'' 8' ' 8' ' 6' ' 8'' 8 ' ' 8'' 8' ' 8'' 8'' 8'' 8' ' 8'' 8' ' 8'' 8' ' 8' ' 8'' 8'' 8'' 8'' 8'' 6'' 6' ' 8'' 6' ' 8' ' 8'' 8'' 8'' 8 ' ' 8'' 8 ' ' 6' ' 8'' 8 ' ' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 6'' 8'' 8'' 8'' 6'' 8'' 8'' 8'' 6' '8'' 8' ' 8' ' 8'' 6'' 8'' 8'' 8'' 8'' 8'' 8' ' 8'' 8' ' 8' ' 8 ' ' 8' ' 8'' 8'' 8 ' ' 6' ' 8'' 8'' 8'' 6'' 8'' 8'' 8'' 6'' 8' ' 8' ' 8' ' 8' ' 6' ' 8' ' 8'' 6'' 8'' 8'' 8'' 8'' 8'' 8' ' 6'' 8'' 6'' 8'' 8' ' 8'' 8'' 8'' 8 ' ' 6'' 8'' 8' ' 6' ' 6' ' 8'' 8'' 8'' 8'' 8'' 8'' 2' ' 6' ' 8'' 8'' 6'' 8'' 6' ' 8 ' ' 8'' 8' ' 6'' 8'' 8' ' 6'' 8' ' 8'' 6'' 8' ' 8'' 8'' 8' ' 8' ' 8'' 6'' 6' ' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8 ' ' 8'' 8'' 8'' 6'' 8'' 8' ' 8' ' 8' ' 8' ' 8'' 8' ' 8''8'' 6'' 8'' 8'' 8' ' 8'' 6'' 8' ' 8'' 8'' 8'' 6' ' 8'' 8' ' 8'' 8 ' ' 8'' 6' ' 8 ' ' 8'' 8'' 8'' 8'' 8'' 8'' 8' ' 8'' 8'' 6'' 8' ' 8'' 6'' 8' ' 8'' 6'' 8' ' 8' '8'' 8'' 8'' 8'' 6'' 8' ' 8'' 8'' 8'' 6'' 8' ' 6' ' 8'' 8' ' 8' ' 8' ' 8'' 8'' 6'' 8'' 8'' 6'' 8'' 8'' 8' ' 6'' 2'' 8'' 8'' 8'' 8'' 8' ' 8'' 8'' 8'' 8'' 8'' 8'' 8' ' 8' ' 8'' 8'' 8' ' 6'' 8'' 8 ' ' 8'' 8'' 8' ' 8' ' 8'' 8'' 8'' 8'' 8'' 6'' 6'' 8' ' 6'' 8'' 8' ' 8'' 8'' 8 ' ' 8'' 8'' 8'' 6' ' 8' ' 8' ' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8' ' 8 ' ' 8'' 8'' 8'' 8'' 8'' 8' ' 8' ' 8'' 8' ' 8'' 8'' 8'' 6'' 8' ' 6'' 8'' 8'' 8'' 8'' 4'' 8' ' 8'' 8'' 8'' 8'' 6'' 8'' 8'' 8 ' ' 8'' 8' ' 8'' 8'' 6' ' 8'' 8 ' ' 6'' 8' ' 8'' 8'' 8'' 8'' 8' ' 8'' 8'' 8'' 8 ' ' 8'' 8'' 6'' 8' ' 8' ' 6'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 6'' 8'' 8' ' 8'' 8'' 6' ' 8'' 8 ' ' 8'' 8'' 8'' 8' ' 8' ' 8' ' 8'' 8'' 8' ' 8'' 8'' 8'' 8 ' ' 8'' 8'' 8'' 8'' 8' ' 8' ' 6'' 8' ' 6' ' 8'' 8' ' 8'' 8 ' ' 6' ' 8'' 8' ' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8 ' ' 8'' 8'' 8'' 8'' 8' ' 6'' 8'' 8'' 8'' 8'' 8'' 6' ' 8' ' 8'' 8'' 8' ' 8'' 8'' 8'' 8' ' 8' ' 8' ' 8'' 8'' 6'' 8' ' 8' ' 8' ' 8' ' 8'' 6' ' 8' ' 8 ' ' 8'' 8'' 8''8'' 8' ' 8'' 8' ' 8' ' 8'' 8'' 8' ' 8'' 8'' 8 ' ' 8'' 8'' 6'' 8' ' 8'' 8'' 8'' 8' ' 8'' 6' ' 8'' 8'' 8' ' 6'' 6'' 8'' 8'' 8'' 8' ' 8' ' 8'' 8'' 8'' 8'' 8' ' 8'' 8' ' 8'' 8'' 6'' 8' ' 6'' 8'' 8' ' 8' ' 8'' 6 ' ' 8'' 8'' 8'' 8 ' ' 8'' 8' ' 8 ' ' 8'' 8 ' ' 8'' 8'' 8' ' 8'' 8'' 8'' 8'' 6'' 8'' 8' ' 6' ' 6' ' 8' ' 6'' 8' ' 8 ' ' 8'' 8'' 8'' 8' ' 8'' 6 ' ' 8'' 8'' 8' ' 8 ' ' 8'' 6' ' 8'' 8' ' 6'' 6 ' ' 8'' 8 ' ' 8'' 8'' 8'' 8'' 8' ' 4' ' 8' ' 8'' 8'' 8'' 8'' 8' ' 6'' 8'' 8'' 8'' 8' ' 8'' 8'' 8'' 8' ' 8'' 8'' 8 ' ' 8' ' 8' ' 6' ' 8'' 6' ' 8'' 8'' 8'' 6' ' 8'' 8' ' 6'' 8'' 8' ' 4'' 6' ' 4'' 8' ' 6'' 8'' 6'' 8'' 8' ' 8'' 8'' 8'' 6'' 8' ' 8'' 8' ' 8' ' 8' ' 8' ' 8'' 6'' 8' ' 8'' 4'' 8' ' 8' ' 8'' 8'' 8'' 8'' 8' ' 8'' 8'' 6'' 8' ' 8 ' ' 8'' 8' ' 8 ' ' 8 ' ' 8'' 6'' 8' ' 8' ' 6' ' 8'' 8'' 8'' 6' ' 8' ' 8 ' ' 8'' 6'' 8'' 8'' 6'' 8'' 6' ' 8'' 8' ' 6'' 8'' 8' ' 8' ' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8' ' 8'' 8'' 6' ' 6'' 8'' 8' ' 8 ' ' 8' ' 6'' 8'' 8 ' ' 8'' 6'' 8' ' 6' ' 8'' 8'' 8'' 6'' 8 ' ' 6'' 8'' 8'' 8'' 6'' 6'' 8' ' 8'' 6''8'' 8' ' 6'' 8'' 8'' 8 ' ' 8' ' 6'' 8'' 8'' 8'' 6' ' 6' ' 8'' 8'' 6'' 8' ' 8'' 8'' 8'' 8'' 8'' 8'' 8 ' ' 8' ' 8'' 8'' 8 ' ' 8'' 8'' 8' ' 4'' 8'' 8'' 8'' 8' ' 8' ' 6' ' 8'' 8 ' ' 8'' 8'' 8'' 8' ' 8'' 6'' 8' ' 8' ' 8'' 8' ' 8' ' 8'' 8'' 8'' 8 ' ' 8'' 8'' 6'' 8'' 8'' 6' ' 8'' 8'' 8' ' 8 ' ' 8'' 8'' 8' ' 8'' 8'' 8'' 8' ' 8'' 8 ' ' 8'' 8'' 8'' 8' ' 8' ' 8'' 8' ' 8'' 8'' 6'' 8' ' 8'' 8'' 8'' 8' ' 8'' 8'' 8'' 8' ' 8'' 8'' 8' ' 8'' 6'' 8' ' 8'' 8 ' ' 8'' 8'' 6'' 8'' 8'' 8'' 8'' 8'' 6'' 8' ' 8'' 8' ' 8'' 8''8'' 8'' 8'' 8' ' 8'' 8 ' ' 8' ' 8' ' 8 ' ' 8' ' 8'' 8 ' ' 8' ' 8'' 8' ' 8' ' 8 ' ' 8' ' 8'' 6'' 8' ' 8'' 8' ' 8'' 8' ' 8'' 8'' 8 ' ' 8' ' 8' ' 8'' 6'' 6'' 6'' 8'' 8'' 8' ' 6'' 6'' 8 ' ' 8'' 8'' 8'' 8'' 6'' 8' ' 8' ' 8' ' 8'' 8 ' ' 6' ' 8' ' 8' ' 6'' 8'' 8' ' 8 ' ' 8'' 6 ' ' 8'' 8'' 8'' 8'' 8'' 8'' 8' ' 6'' 8'' 8'' 8'' 8' ' 8'' 6' ' 8'' 8'' 8'' 8 ' ' 8 ' ' 8'' 8'' 8'' 8'' 8'' 8'' 6 ' ' 8'' 8'' 8' ' 8'' 8' ' 8'' 6'' 8'' 8 ' ' 8' ' 8'' 8'' 6'' 6'' 8'' 8' ' 6'' 8'' 8'' 8'' 6'' 6'' 6 ' ' 8 ' ' 8' ' 8'' 8' '8'' 6 ' ' 8 ' ' 8'' 6'' 8'' 8'' 6' ' 8 ' ' 8' ' 6'' 8'' 8'' 8' ' 8'' 8'' 6' ' 8'' 8'' 8' ' 8'' 8'' 8'' 8'' 8' ' 8'' 8'' 8'' 8'' 8' ' 8 ' ' 6'' 8'' 8'' 8 ' ' 8 ' ' 6' ' 8 ' ' 8'' 6' ' 8' ' 6' ' 8'' 8' ' 6'' 8'' 6'' 8'' 8'' 6'' 8'' 8'' 8' ' 8'' 8'' 8'' 8'' 8 ' ' 8' ' 8' ' 8'' 6' ' 8 ' ' 8'' 8'' 8' ' 6'' 8'' 8'' 8' ' 6'' 6' ' FIGURE 3-1CITY OF COPPELLWATER IMPACT FEECAPITAL IMPROVEMENTS PLAN Created by Freese and Nichols, Inc.Job No.: [CPL11254]Location: H:\W_WW_PLANNING\DELIVERABLES\WORKING\(Figure-1)-Water_System.mxdUpdated: Wednesday, July 13, 2011 LEGEND (#UT Existing Elevated Storage Tank (#UT Existing Eligible Impact FeeElevated Storage Tank UT Existing Ground Storage Tank [Ú Existing Pump Station [Ú Existing Eligible Impact FeePump Station Existing EligibleImpact Fee Water Line Proposed EligibleImpact Fee Water Line 8" and Smaller Water Line 10" and Larger Water Line Streets Lake Parcel City Limits I 0 1,000 2,000 SCALE IN FEET !( !(!(!( !( !( !( !( !(!( !( !(!(!( !( !( !( !( !(!( !( !(!( !( !( !( !( !(!( !(!(!( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !(!( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!(!( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!(!( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !(!( !(!( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !(!(!( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !(!(!( !( !( !( !( !( !(!( !( !( !( !( !( !(!(!( !( !( !( !( !( !( !( !( !( !( !(!( !( !(!(!(!( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !(!( !( !( !( !(!(!( !( !( !( !( !( !( !( !(!(!(!(!(!(!(!(!( !(!( !( !( !( !( !(!( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !(!( !( !( !( !(!( !( !( !(!( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !(!(!( !( !( !( !( !( !( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!(!(!( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !(!(!( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !(!( !( !( !( !( !(!(!(!( !( !( !( !(!(!( !(!( !( !( !( !( !( !(!(!(!(!( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !(!(!( !( !( !( !(!( !( !( !( !(!(!( !(!(!(!( !( !( !( !(!( !( !( !( !( !( !( !(!( !( !( !( !( !(!( !( !( !( !(!( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !(!( !(!( !( !( !( !( !(!( !(!( !( !( !(!(!( !( !( !( !( !( !( !(!( !(!( !( !( !(!( !(!(!(!(!( !( !( !(!( !( !( !( !( !( !(!(!( !(!( !( !(!( !( !( !( !( !( !(!( !( !( !( !(!( !(!(!( !( !( !( !( !( !( !( !(!( !( !( !(!( !( !( !( !( !( !( !( !(!( !( !( !( !(!( !( !( !( !(!( !(!( !(!( !( !( !( !( !(!( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !(!( !( !( !( !( !( !( !(!( !( !( !( !(!(!( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !(!( !( !( !( !( !( !( !( !(!( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!(!( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !(!( !(!(!( !( !(!(!( !( !( !( !( !( !( !( !( !(!( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !(!( !( !( !(!(!(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !(!(!(!( !(!( !( !( !( !( !( !( !(!( !( !( !( !( !( !(!( !( !(!( !( !( !( !( !( !( !( !( !( !( !(!( !(!( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !(!( !(!( !( !(!( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !(!( !( !( !(!( !( !( !( !( !( !( !(!( !(!(!( !(!( !( !(!( !( !(!(!( !( !(!(!( !( !(!(!(!( !( !( !(!(!( !( !( !(!( !( !( !( !( !( !( !( !( !( !(!(!( !( !( !(!( !( !( !( !(!(!(!(!(!( !(!( !( !(!( !( !(!(!(!( !( !( !( !(!(!( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !(!( !( !( !( !( !(!( !( !( !( !( !(!( !( !( !(!( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !(!( !( !( !( !(!( !( !( !( !(!( !(!(!( !( !(!( !( !( !(!( !( !( !( !( !( !(!( !( !(!( !( !( !( !( !(!( !( !(!(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !(!( !( !( !(!( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !(!( !( !(!( !( !( !(!( !( !( !( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !(!( !( !(!(!( !(!( !( !( !( !(!( !( !(!( !( !( !( !(!( !( !( !(!(!(!( !( !( !( !( !( !( !( !( !(!( !( !(!( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !(!(!(!( !( !( !( !( !( !( !( !(!(!( !( !( !( !( !( !( !(!( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !(!(!( !( !(!( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!(!( !( !( !( !( !( !( !( !( !(!( !( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!(!(!( !(!(!( !(!(!( !( !( !( !( !( !( !( !( !(!( !(!( !( !( !( !( !( !( !(!(!( !( !( !( !( !( !( !( !( !( !( !(!( !(!( !( !( !( !( !( !( !( !(!( !( !( !(!( !( !( !( !(!(!( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !(!( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !(!(!( !( !( !( !( !( !( !(!( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !(!( !( !(!( !( !( !( !(!(!( !( !(!( !( !(!(!( !( !( !( !( !(!( !(!(!( !( !( !(!( !( !( !( !( !( !( !( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !(!(!( !( !( !( !(!(!( !( !( !(!( !( !( !(!( !( !( !( !( !( !( !( !( !(!(!( !( !( !( !(!(!(!(!(!(!( !( !( !( !( !(!( !(!( !( !(!(!( !( !( !( !( !(!( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !(!( !( !(!( !( !( !(!( !( !(!(!( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !(!( !( !( !(!( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !(!( !(!( !( !( !( !( !( !( !( !( !(!( !( !( !(!(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !(!( !(!(!( !( !(!(!(!(!( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !(!( !( !( !( !(!(!( !(!(!( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !(!( !(!(!( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!(!(!(!( !( !(!(!( !( !( !( !( !( !( !(!( !( !(!( !( !( !( !(!( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !(!(!( !( !( !(!( !( !( !( !(!(!(!( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !(!( !( !( !(!(!( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !(!( !(!(!( !( !( !(!( !(!(!( !( !(!(!( !(!( !(!( !(!( !(!( !( !( !(!( !( !( !(!( !( !( !( !(!( !(!(!( !( !( !( !( !(!( !( !( !(!( !( !( !(!(!( !(!(!( !( !( !( !( !( !( !( !(!(!(!( !( !( !(!( !( !(!( !(!( !(!(!(!(!(!( !( !( !( !( !( !( !( !(!( !( !( !( !(!( !(!( !( !( !(!(!( !(!(!( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!(!( !( !( !( !( !(!(!(!(!( !( !( !(!(!( !( !( !( !( !( !( !(!( !( !(!(!( !(!(!( !( !(!( !( !(!( !( !( !( !( !(!( !( !( !(!( !( !(!( !( !( !( !( !( !( !( !( !(!( !(!(!( !( !( !( !(!( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !(!(!(!( !( !( !( !( !( !( !( !(!(!( !(!( !( !( !(!(!( !( !( !( !( !( !( !(!( !( !(!( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !(!(!( !( !(!( !( !( !( !( !( !(!( !(!( !( !( !( !( !(!(!(!( !(!(!( !( !( !(!(!( !( !( !(!( !( !( !( !( !( !( !(!(!( !(!(!( !( !( !(!( !( !(!( !( !( !( !( !( !( !( !( !( !(!( !(!( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !(!( !( !(!( !( !(!(!(!(!( !(!( !( !( !( !( !( !( !( !(!(!( !( !(!(!(!(!(!( !( !( !( !(!(!(!(!(!(!(!(!(!(!( !( !( !( !( !( !( !( !(!(!( !( !(!(!( !(!( !( !(!(!( !( !( !(!( !( !( !(!( !( !( !( !( !(!( !(!(!( !( !( !(!( !(!( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !(!( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !(!(!( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !(!( !( !(!(!(!( !(!(!( !(!(!( !( !( !(!( !( !( !( !(!( !( !( !( !( !( !(!( !( !(!( !(!( !( !( !( !( !( !(!(!( !( !( !(!( !( !( !( !(!( !( !( !( !( !( !(!(!( !( !( !( !(!(!( !( !( !( !(!( !(!( !( !( !( !(!( !( !( !( !(!( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !(!( !( !( !( !(!( !( !( !( !( !( !( !( !(!( !( !( !(!( !( !( !( !(!( !( !( !(!( !(!( !( !(!( !( !( !( !( !( !(!(!( !(!(!( !( !( !( !( !( !( !(!( !( !( !(!(!(!( !( !(!(!( !( !( !( !( !( !( !( !(!( !(!( !(!( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !(!(!(!(!(!( !(!(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !(!( !( !( !( Vä Vä "C` Meter Station ,B ,C,C ,B ,D ,E ,H ,I ,F ,G ,G ,A,K ,K ,J Sandy Lake Lift StationFirm Capacity 4.2 MGD ,M Deforest Lift StationFirm Capacity 14.1 MGD ,L 24'' 18 ' ' 21''27'' 15'' 30'' 27'' 24'' 24'' 30'' 15'' 21'' 24 ' ' 2 7 ' ' 30'' 30'' 24'' 24'' 24'' 21'' 24'' 24'' 30'' 15'' 30'' 18' ' 2 7 ' ' 30'' 30'' 24'' 27 ' ' 3 0 ' ' 21'' 24'' 30'' 2 4 ' ' 15 ' ' 24' ' 30'' 21'' 30'' 24'' 15 ' ' 24'' 30'' 15'' 30'' 15'' 3 0 ' ' 15 ' ' 18'' 24'' 27'' 24 ' ' 15'' 30'' 30'' F. M . 20'' F.M. 30 ' ' F . M . 2 0 ' ' F . M . 20'' F . M . 30'' F.M . 30 ' ' F . M . 30'' F . M . 3 0'' F.M. 30' ' F . M . 3 0 ' ' F . M . 30'' F.M. 30'' F . M . 3 0 ' ' F . M. 3 0 ' ' F . M . E I 6 3 5 W I635 E Belt Line Rd Fr e e p o r t P k w y S R o y a l L n W Bethel Rd E Sandy Lake Rd S B e l t L i n e R d W Sandy Lake Rd N M a c A r t h u r B l v d E Bethel School Rd E Parkway Blvd N D e n t o n T a p R d Airline Dr SH 12 1 S D e n t o n T a p R d S M o o r e R d Dividend Dr S C o p p e l l R d W SH 1 2 1 Lo d g e R d S M a c A r t h u r B l v d Deforest Rd Creekview Dr Sa m u e l B l v d Wrangler Dr N SH 1 2 1 H w y N SH 1 2 1 S e r v i c e R N M o o r e R d Mo c k i n g b i r d L n W P a r k w a y B l v d N C o p p e l l R d E SH 1 2 1 S e r v i c e R Riverchase Dr Ruby Rd N H e a r t z R d No r t h p o i n t D r S H e a r t z R d Fritz Dr Falcon Ln Southwestern Blvd Hi l l D r Star l e a f S t Park V a l l e y D r Piny o n L n P h i l l i p s D r Plantation Dr Gateway Blvd Patri o t D r A l l e n R d L e d b e t t e r R d W SH 1 2 1 S e r v i c e R Pelican Ln Malla r d D r S C o u n t y L i n e R d Woo d h u r s t D r Wate r v i e w D r Shadowcrest Ln Brooks Ln Kaye St Burns St Canyon Dr Meado w c r e e k R d S SH 1 2 1 S e r v i c e R G r a h a m D r S p y g l a s s D r Oa k T r Gi f f o r d D r Greenway Dr Briarglen Dr Village Pkwy Bar c l a y A v Blue J a y L n Mapleleaf Ln Cozby Av V i l l a w o o d L n Minyard Dr Lake Vista Dr W i n d i n g H o l l o w L n Me a d o w R u n Martel L n La k e s h o r e D r Br i c k n e l l L n Woodmoor Dr Alex Dr Ed g e w o o d D r Halifax Dr Pecan Hollow Dr Tupelo Dr Fore s t H i l l D r Lyndsie Dr Quail Ln Falls Rd Parkview Plc Eagle Dr Cooper Ln G r e e n r i d g e Dr Snowshill Tr Wh i s p e r i n g H i l l s D r C arter Dr Asp e n w a y D r S SH 1 2 1 Co w b o y D r E SH 1 2 1 F a l l k i r k D r H a w k L n K il b r i d g e L n S SH 1 2 1 H w y Tim b e r R i d g e L n Oa k b e n d D r Beechwood Ln Hood Dr Cr e s t s i d e D r Sugarberry Dr He a t h e r G l e n D r Sa n d y K n o l l D r SH 121 - E x i t Con d o r D r D o g w o o d Tr Me a d o w g l e n C i r M a d i s o n S t SH 121 Ra m p Lee Dr Mead owview L n Sa n d e r s L p Redcedar Way Dr Christi Ln Willow Spri n g s D r Cribbs Dr W i l l e t D r Grace Ln P a r k e r D r Oriole Ln Swan Dr C o t t o n w o o d D r St r a t f o r d L n A c e L n Coral Dr Dillard Ln Cr e e k s i d e L n Kyle D r Waverly L n Cr e e k C r o s s i ng C h a t e a u s D r Levee Pl P a r k w o o d L n Crane Dr P l a z a B l v d W ellin gton Rd B a r r ing ton Dr Ex e c u t i v e D r To w n C e n t e r B l v d M a g n o l i a D r Si m m o n s D r Oa k c r e s t L n Travis St Ch e r r y b a r k D r Raven Ln En t e r p r i s e D r Coppersto n e T r Waln u t G r ove Ln Ro l l i n g H i l l s R d Robin Ln Leslie Ln Wales Ct L e x i n g t o n A v Trad e C e n t e r D r Br a n c h w o o d T r Ashley Dr Vanbebber Dr Di c k e n s D r L e a v a l l e y L n F a i r w a y D r Ha r w e l l S t Lake Park D r R o cky Bran c h L n L a g u n a L n Meadowood Ln Forest Ridge Dr Wr a n g l e r C i r B e a c o n H i l l D r Beal Ln Lo n d o n W a y Co u n t r y L n A r b o r Brook Ln Ashfo r d D r C a m b r i a D r E Nat c h e s T r a c e Woodl a k e D r B r a d f ord Dr Cas t l e C r e e k D r Ha r r i s S t De a n n D r Duncan Dr Cotton Rd E I635 - Exit 33 Service R Sh a d y d a l e L n Avalon Ln B e r k s h i r e L n Ha m m o n d S t Graywood Ln In g l e n o o k C t Sp r i n g o a k L n Johnson Dr H a r r i s R d Glade Point Dr W B e t h e l S c h o o l R d Sh o r e w ood D r Sparrow Ln P o i nt W e s t B l v d B itternut Dr Brock St Swallow Dr Havencrest Ln S H o l l y S t Wynnpage Dr Ta n b a r k C i r Highland Dr T r i n i t y C t I635 - O n Ramp 34 Houston St Kingsmill Ct Layton Dr Cardinal Ln An d e r s o n A v Fi n c h L n Steamboat Dr Mi l l T r Mullran y D r Te a l w o o d D r Halifax Ln Tr a i l w o o d L n R e d w i n g D r Pebble Creek Dr Gr e e n t r e e D r Lai r d s D r Thompson Dr L o n g m e a d o w D r River Rd N ewport Dr A n d o v e r L n Al l e n c r e s t L n Bu l l o c k D r Park M e a d o w W a y Dalm a l l e y L n Na s h D r Charleston Dr Rockcre s t D r W Natches Tra c e N SH 1 2 1 Lo c h L n Wo o d c r e s t L n Hu n t e r s R i d g e R d Glendale Dr B e v e r l y D r Parr St G a t e v i e w B l v d L a n s d o w n e C r Clear Creek Ln Oak Grove Ln Te n n y s o n P l c C a m b r i d g e M a n o r L n Hi d d e n V a l l e y D r Bl a c k O a k C i r No r t h L a k e D r Gl e n w o o d D r Westminster Way Fitness Ct Rai n t r e e C i r W Town Ce nt e r D r N SH 1 2 1 R d M e a d o w l a r k Ln P e p p e r w o o d S t Harrison Dr We s t l a k e D r S a d d l e T ree T r H i g h l a n d M e a d o w D r Pa r k R d Pheasant Ln Kingsridge Dr Fountain DrPost Oak Dr Wi l l i n g h a m D r Alendale Dr W I63 5 - E x i t 3 5 S e r v i c e R Ho w e l l D r Ni x o n S t Chestnut Ln Fl a g s t o n e L n Spani s h M o s s D r W e s t w i n d D r Sandy Oak Ln W I635 - O n R a m p 3 3 S e r v i c e R O l y m pia Ln Beau Dr O l d Y o r k R d Gi b s o n C t Hearthwood Dr Loxley Dr SH 121 - R a m p Kirkland Dr Pa r i s h P l c Coats St Hawken Dr P enuel D r Stonecrest Dr Archer Dr Sa n d P o i n t C t C ha lfo nt P l c Colonial Dr So r a L n N H o l l y S t Ma n c h e s t e r L n La k e w o o d C t T u r n b e r r y L n De f o r e s t C t C r e s t w o o d D r Me s q u i t e w o o d S t W B raewood Dr Pine hurst Dr I 6 3 5 - E x i t 34 Cooper E Peninsula Dr Fa i r v i e w C t D a k o t a Ln B r i t t a n y D r S l e e p y H o l l o w L n E I635 - E x i t 3 5 S e r v i c e R Woodw a y Grapevine Creek Dr Ha m p t o n C t Juniper DrField c r e s t L p Wrenwood Dr P r e s t w i c k C t Mo b l e y W a y N a t c h e s T r a c e Greenwich Ln Oakb r o o k D r Stringfellow Dr S H 1 2 1 - t u r n a r o u n d Breann a W a y Teal Cove Autumnwood Ln Ge o r g i a n D r E x c h a n g e C i r Highla n d W a y Pi n t a i l C t Briarcove Ln H i d d e n H o l l o w C t Grace Dr Blue J a y D r Do b e c k a D r Burning Tree Ln Dove Cir E I635 - On R a m p 3 5 S e r v i c e R B e n t T r e e C r t K i m b e l K o u r t A r m s t r o n g B l v d C l e a r H a v e n R d S t J a m e s P l K a i l e y W a y Cedar Crest Dr H u m m i n g b i r d D r Le isure Ln Tanglewood Ln Br i c k n e l l D r St a t e C h a m p i o n P k w y C a s t l e b u r y C t So u t h e r n B e l l e D r Br y a n L n Ridgewood Dr C a ne moun t L n Hackberry Rd M a t h e s o n C t Indi a n R o c k D r C h i n a b erry Way D r i f t w o o d D r Warren Crossing Brighton Ln Cherrywood TrAustin Ct Warwick Ln Su m m e r P l a c e D r Biltmore Ct Willow Ln Am b e r w o o d D r Encl a v e s C r t W Penins u l a D r W o o d h i l l S t Gifford C t Ma r t e l C r t Tara Ct Be a v e r R u n D r H e a r t h st one L n Alde r C t S heffield Ct Roundrock Cir Spanish Moss Ct We s t m i n s t e r C t H a m p t o n D r Rockcrest Ct Wh ite S p r u c e D r S u n r i s e D r C r o o k e d T r e e C t Tana g e r D r Hazelwood Cove Ha r t f o r d C i r Re e d e r D r Wo o d l a n d C o v e Mi t c h e l l S t E l m F o r k D r W e s t w o o d C t Willow Springs Ct No r t h w e s t e r n D r A p p l e c r o s s C t Carriage Ct Se a H a w k C t Clare m o n t C t Eastgate Dr Da V i n c i C t Maywoo d C i r Gl e n c r e s t C i r H o o d C t De l t a C t Maso n C t Elmhill Ct Cuttingham Ct Hardwick Ct P a r k V a l l e y C t Greenwood Ct Hickory Ridge Dr A r b o r M a n o r s D r Fountain Head Ln Crane Cir Elmvale Ct We s t b u r y C t Leisure Ct Gr a y w o o d C t SH 1 2 1 E SH 12 1 S H 1 2 1 - turnaround S H 1 2 1 R a m p SH 121 N SH 1 2 1 R d I6 3 5 - E x i t 3 4 SH 121 S SH 1 2 1 E SH 1 2 1 S e r v i c e R W SH 1 2 1 S e r v i c e R N SH 121 Service R W SH 1 2 1 Fre e p o r t P k w y W r a n g l e r C i r Aspen w a y D r N SH 1 2 1 S e r v i c e R S C o p p e l l R d I635 - On Ra m p 34 SH 1 2 1 - E x i t E Sandy Lake Rd D u n c a n D r Meadowglen Ci r N SH 1 2 1 H w y E SH 121 Service R Co t t o n R d 1 6 ' ' F . M . 0' ' F . M . 2 ' ' F . M . 0' ' F . M . 33'' 12'' 15'' 1 0 ' ' 24 ' ' 18'' 48'' 21 ' ' 10'' 15' ' 10 ' '12'' 10'' 10'' 1 5 ' ' 10'' 10'' 15'' 1 0 ' ' 12 ' ' 15 ' ' 10 ' ' 12'' 24 ' ' 10 ' ' 10'' 10 ' ' 10'' 12 ' ' 10'' 12'' 1 0 ' ' 33'' 10'' 15'' 10'' 12'' 15 ' ' 10 ' ' 12'' 12 ' ' 10'' 10 ' ' 10'' 12'' 1 0 ' ' 12'' 10'' 1 0 ' ' 12'' 10 ' ' 12'' 10 ' ' 12'' 12 ' ' 15''10'' 10 ' ' 1 2 ' ' 10'' 12'' 1 0 ' ' 10'' 12'' 12'' 12 ' ' 12'' 10 ' ' 10 ' ' 10 ' ' 12'' 10'' 12'' 1 2 ' ' 10 ' ' 1 2 ' ' 10'' 10'' 10 ' ' 10'' 10'' 1 0 ' ' 2 4 ' ' 10'' 12'' 15 ' ' 1 0 ' ' 10'' 10 ' ' 12'' 10 ' ' 12 ' ' 10'' 1 0 ' ' 10'' 12 ' ' 12 ' ' 10'' 10'' 10'' 12 ' ' 10'' 24 ' ' 10'' 10 ' ' 10 ' ' 12'' 10 ' ' 1 0 ' ' 10'' 12'' 10'' 10'' 10'' 15'' 15'' 1 0 ' ' 33'' 10 ' ' 12'' 10'' 10'' 1 0 ' ' 12'' 10'' 12 ' ' 10'' 12 ' ' 10'' 10'' 10 ' ' 1 0 ' ' 10'' 12'' 15'' 10 ' ' 15'' 1 0 ' ' 1 0 ' ' 10 ' ' 10'' 10'' 10'' 10'' 10 ' ' 10'' 15'' 10'' 15'' 12'' 15' ' 10 ' ' 10'' 10 ' ' 10'' 1 2 ' ' 10 ' ' 1 2 ' ' 10'' 1 0 ' ' 1 2 ' ' 10'' 12'' 33'' 10'' 10 ' ' 10'' 12'' 10'' 12'' 10'' 15'' 10'' 10'' 10 ' ' 12'' 18'' 12 ' ' 10 ' ' 12 ' ' 1 5 ' ' 1 0 ' ' 10'' 10'' 18'' 1 0 ' ' 12'' 15 ' ' 10' ' 10'' 10'' 15'' 10'' 12 ' ' 10 ' ' 1 0 ' ' 10'' 24 ' ' 10'' 12'' 10'' 18'' 1 0 ' ' 18'' 18'' 10 ' ' 15 ' ' 10 ' ' 12 ' ' 10'' 10'' 12'' 10'' 12'' 12'' 18'' 1 2 ' ' 10 ' ' 10' ' 10''10'' 1 2 ' ' 10'' 15'' 12 ' ' 15'' 10'' 10 ' ' 10'' 12'' 10 ' ' 1 0 ' ' 18'' 12 ' ' 10'' 15'' 12'' 10'' 1 0 ' ' 1 5 ' ' 15'' 12 ' ' 1 2 ' ' 10 ' ' 10'' 10'' 12'' 1 2 ' ' 10'' 10'' 12'' 1 8 ' ' 18'' 1 0 ' ' 10'' 1 0 ' ' 10'' 10'' 12'' 12 ' ' 10 ' ' 10'' 1 0 ' ' 10'' 12'' 10'' 15'' 12'' 15'' 15'' 10'' 10'' 10'' 10'' 12' ' 1 2 ' ' 12'' 15'' 10'' 10'' 10'' 12 ' ' 10'' 15'' 15'' 15'' 12'' 15'' 12 ' ' 12'' 10'' 12'' 12 ' ' 15'' 1 0 ' ' 12 ' ' 15 ' ' 10 ' ' 15'' 10 ' ' 8'' 6' ' 0' ' 4'' 8' ' 6'' 8'' 8' ' 6' ' 8'' 8' ' 4 ' ' 6'' 6 ' ' 4'' 6'' 8'' 6' ' 8' ' 8'' 8' ' 8'' 8' ' 4' ' 8' ' 8' ' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 6' ' 8'' 8'' 4'' 8' ' 8'' 8 ' ' 8'' 8'' 8 ' ' 8'' 6'' 8' ' 8'' 6'' 6' '8'' 8' ' 8'' 8' ' 8'' 6'' 8'' 8' ' 4' ' 8'' 6'' 8'' 6'' 6'' 8' ' 8'' 8' ' 8' ' 6'' 8 ' ' 8'' 6'' 6 ' ' 8'' 6' ' 8'' 8'' 8'' 6'' 8'' 6'' 8'' 8'' 8'' 8'' 8'' 6'' 6'' 8' ' 6'' 0'' 8' ' 8'' 8'' 8' ' 8'' 8' ' 8'' 8' ' 8'' 8'' 8'' 8'' 8'' 8 ' ' 8 ' ' 6'' 6'' 6' ' 8'' 8'' 6' ' 6'' 8'' 6 ' ' 8'' 8'' 8 ' ' 8'' 6'' 6'' 8'' 8 ' ' 8'' 4' ' 8 ' ' 8' ' 8'' 8'' 6' ' 8'' 8'' 8'' 8'' 6' ' 8'' 8'' 0'' 8' ' 8'' 8'' 8'' 0'' 4' ' 8' ' 8'' 8 ' ' 6'' 8'' 8'' 6'' 8 ' ' 8'' 8' ' 8'' 8' ' 6'' 8'' 6'' 8'' 8' ' 6'' 8'' 8 ' ' 8 ' ' 6' ' 6' ' 8'' 8'' 8'' 8'' 8'' 8'' 4'' 8'' 6'' 8'' 6'' 8' ' 6 ' ' 8' ' 8' ' 8'' 8' ' 8' ' 8'' 8 ' ' 8'' 8 ' ' 6'' 8'' 6'' 8' ' 8'' 8'' 8'' 6' ' 8'' 8' ' 4'' 8 ' ' 8' ' 8'' 8'' 6'' 8'' 8'' 6' ' 8'' 6'' 8 ' ' 8' ' 8' ' 8'' 8' ' 6' ' 8' ' 8'' 8'' 8 ' ' 6'' 6' ' 8' ' 8' ' 6'' 8 ' ' 8 ' ' 8' ' 8'' 8 ' ' 4' ' 6' ' 8'' 6 ' ' 8'' 8' ' 8'' 8'' 8'' 8'' 8'' 8'' 6'' 6'' 8'' 8'' 8'' 8'' 8'' 8'' 8' ' 8' ' 8'' 8'' 8'' 8'' 8'' 8'' 4' ' 6 ' ' 8'' 8' ' 8'' 8' ' 8' ' 8' ' 8' ' 8 ' ' 8'' 8'' 8 ' ' 8'' 8'' 8'' 6' ' 8' ' 8'' 8'' 6' ' 6'' 8' ' 8'' 8'' 6'' 8' ' 8'' 8'' 8'' 6' ' 6'' 6'' 8'' 6' ' 8' ' 8'' 8' ' 8'' 8' ' 8'' 6' ' 6'' 8' ' 8' ' 8' ' 6'' 8' ' 8' ' 6 ' ' 6'' 8''6'' 8'' 8'' 8'' 6'' 8 ' ' 6 ' ' 6'' 6' ' 8'' 8'' 8' ' 8'' 6' ' 6'' 8'' 8'' 8'' 8'' 6' ' 8'' 8'' 8' ' 8'' 8' ' 6' ' 8'' 8'' 8'' 8'' 0'' 8' ' 8' ' 8' ' 8' ' 8'' 8'' 6'' 8'' 6'' 4'' 8 ' ' 8'' 8'' 6'' 8' ' 8' ' 6' ' 8'' 8'' 6' ' 8'' 8' ' 6'' 8'' 8' ' 8' ' 8' ' 8'' 8'' 8'' 4'' 6'' 4'' 8'' 8'' 4' ' 8'' 8'' 8'' 8'' 8' ' 8''8'' 8' ' 4'' 8'' 8'' 8'' 8'' 6' ' 8'' 8'' 8' ' 8' ' 8' ' 8'' 6'' 8'' 8' ' 4' ' 8' ' 6'' 8' ' 8'' 6'' 8' ' 8' ' 6'' 6'' 8 ' ' 8'' 8'' 8'' 8'' 6'' 8'' 8'' 8'' 8'' 6'' 6' ' 8'' 8' ' 6'' 6'' 8'' 8'' 8' ' 8'' 8'' 8'' 8'' 8'' 8 ' ' 8' ' 8'' 8' ' 6'' 8'' 8 ' ' 8'' 8'' 8' ' 8'' 8'' 4' ' 8'' 8'' 8'' 8' ' 8' ' 8' ' 8 ' ' 6'' 4'' 8'' 8'' 8'' 8' ' 8'' 8'' 8 ' ' 8' ' 8' ' 8'' 8' ' 8' ' 8'' 8' ' 8' ' 8' ' 8' ' 6'' 8'' 8' ' 6' ' 8 ' ' 8' ' 8' ' 8'' 8'' 8' ' 8'' 8'' 6' ' 6'' 8' ' 8' ' 8'' 8'' 8'' 8' ' 8'' 8 ' ' 8'' 8'' 8 ' ' 8' ' 6' ' 8'' 8'' 8'' 8' ' 6'' 4' ' 8' ' 4'' 4 ' ' 8'' 8'' 8' ' 8'' 8' ' 6' ' 8' ' 8' ' 8'' 8'' 6' ' 6 ' ' 8'' 8'' 6'' 8' ' 6' ' 8'' 8'' 8'' 8' ' 6'' 8' ' 6'' 8'' 8'' 8'' 8'' 8' ' 8' ' 8'' 8'' 8'' 8 ' ' 6' ' 8'' 8'' 8' ' 8 ' ' 8' ' 8'' 8'' 8'' 8'' 8'' 8'' 6'' 4'' 8'' 8' ' 8' ' 8'' 8'' 4'' 8'' 8'' 8' ' 8' ' 8' ' 8'' 6'' 8'' 4' ' 8 ' ' 8'' 6'' 6'' 8' ' 8' ' 8'' 8'' 8'' 8'' 8' ' 6'' 8'' 6'' 8'' 6'' 6'' 6'' 8' ' 8'' 8'' 8' ' 8'' 8'' 8' ' 8'' 8' ' 8' ' 6' ' 4'' 8' ' 6'' 6'' 8'' 8' ' 8' ' 8'' 6' ' 6 ' ' 8'' 6' ' 8'' 8'' 8' ' 8' ' 8'' 8' ' 8' ' 8'' 8' ' 8' ' 8'' 8'' 4' ' 6'' 8 ' ' 8 ' ' 6' ' 8 ' ' 6'' 8'' 8'' 6'' 8'' 8' ' 6'' 8'' 8''8'' 8' ' 8'' 8'' 8'' 8' ' 6' '6'' 8'' 8' ' 8'' 8 ' ' 6'' 8'' 8'' 6'' 4'' 6'' 4'' 8' ' 8'' 8'' 8'' 8'' 8'' 8'' 8' ' 8'' 6'' 6'' 8 ' ' 6' ' 8' ' 8'' 8'' 6'' 8' ' 8'' 6'' 8'' 8'' 8'' 6' ' 8'' 8'' 8' ' 8 ' ' 8' ' 8 ' ' 8'' 8'' 6'' 8'' 8'' 8'' 8' ' 8' ' 8 ' ' 8'' 8'' 8'' 8' ' 6'' 8'' 6'' 8' ' 8'' 8'' 8'' 4'' 8'' 4'' 6'' 8'' 8'' 8'' 8'' 8'' 8 ' ' 6 ' ' 8' ' 8'' 6'' 8'' 6' ' 6'' 8'' 8' ' 8' ' 6'' 6' ' 8'' 8'' 8' ' 8'' 8' ' 8'' 8' ' 8' ' 8'' 6'' 8' ' 8' ' 8' ' 8'' 8' ' 8'' 8' ' 8'' 6'' 8' ' 8' ' 6'' 8'' 8' ' 8 ' ' 6' ' 6'' 6' ' 8' ' 4'' 8 ' ' 8'' 8' ' 6'' 8'' 8'' 8 ' ' 6'' 8' ' 6'' 8'' 6' ' 8'' 8'' 6 ' ' 8'' 8'' 6'' 6' ' 8'' 8' ' 8'' 8 ' ' 8 ' ' 8'' 8 ' ' 8' ' 8' ' 8'' 8'' 8'' 8'' 8'' 8' ' 8'' 8'' 8'' 8'' 8'' 4 ' ' 4' ' 8'' 8'' 6' ' 8'' 8' ' 6'' 8'' 8 ' ' 8'' 8'' 4'' 8'' 8'' 8'' 8' ' 8'' 6'' 4' ' 8 ' ' 8 ' ' 8'' 8'' 8' ' 8'' 8' ' 6 ' ' 8' ' 8' ' 8 ' ' 6'' 8'' 8'' 6' ' 8'' 6' ' 8'' 6'' 8' ' 6' ' 6'' 8' ' 8'' 6' ' 8'' 8'' 8 ' ' 8'' 8'' 6' ' 8'' 8' ' 8'' 8'' 8' ' 6'' 8 ' ' 8'' 8' ' 8'' 8'' 8 ' ' 8' ' 8' ' 8'' 6'' 8'' 8'' 8' ' 8' ' 8' ' 8'' 8' ' 8'' 8'' 8'' 6'' 6' ' 8'' 8' ' 8' ' 8' ' 6'' 8' ' 4'' 8'' 8'' 8' ' 8'' 8' ' 8'' 8'' 8' ' 8 ' ' 6'' 6' ' 8'' 8' ' 4' ' 8'' 8' ' 8'' 6'' 8'' 8' ' 8 ' ' 6'' 6 ' ' 6'' 8'' 6'' 8'' 8'' 8'' 6'' 8'' 8'' 8 ' ' 8'' 8'' 8'' 6'' 8' ' 6'' 4'' 4 ' ' 6'' 8'' 8'' 8'' 8 ' ' 8' ' 6'' 6'' 8'' 8'' 8'' 8'' 8'' 6'' 8'' 8 ' ' 8' ' 8'' 8' ' 8' ' 8'' 8'' 6'' 8' ' 8' ' 6'' 8'' 6'' 6'' 8'' 6'' 8'' 8' ' 8'' 8'' 6'' 8'' 6'' 8'' 6'' 4 ' ' 8'' 8'' 8'' 8'' 6'' 8 ' ' 8'' 8'' 8'' 8'' 8'' 8'' 8 ' ' 8'' 8'' 8 ' ' 6' ' 8'' 8'' 8'' 6'' 6'' 8'' 8'' 8'' 8'' 8'' 6'' 8' ' 8 ' ' 8 ' ' 8'' 8'' 8'' 8' ' 8'' 8'' 8' ' 8' ' 8' ' 8'' 4'' 8'' 8' ' 6'' 8 ' ' 8 ' ' 8' ' 8'' 8'' 6' ' 8'' 8'' 8' ' 6'' 8' ' 8 ' ' 8'' 8 ' ' 6' ' 8'' 8'' 6'' 8' ' 8'' 6'' 8' ' 6'' 8'' 8'' 8'' 8'' 8'' 4'' 8'' 6'' 6'' 4'' 8'' 8'' 8''6'' 8' ' 8'' 8'' 8'' 6''8' ' 6'' 8''8' ' 8'' 8'' 8'' 8'' 8'' 8''8'' 8'' 8' ' 8'' 8 ' ' 8'' 8'' 8''8'' 6'' 8' ' 6' ' 8'' 8' ' 8'' 8' ' 8' ' 8' ' 8' ' 8'' 8'' 8' ' 6'' 8'' 8'' 6'' 8'' 8' ' 8'' 8'' 8' ' 8'' 8 ' ' 8' ' 8 ' ' 8'' 6'' 8'' 6'' 8'' 8'' 8'' 8'' 8 ' ' 8' '8'' 8'' 8'' 8' ' 8' ' 8'' 6' ' 8'' 8'' 6'' 8' ' 6'' 8'' 8'' 8 ' ' 8'' 8' ' 8'' 8'' 8' ' 8' ' 8 ' ' 8'' 6'' 8'' 6'' 8'' 8'' 8'' 8'' 8'' 6'' 8' ' 6'' 8'' 8'' 8'' 8'' 8' ' 8' ' 8'' 6'' 6'' 8'' 8'' 8'' 8'' 6' ' 8'' 8'' 8' ' 8'' 8 ' ' 8'' 8' ' 8'' 8 ' ' 8'' 8'' 6'' 8'' 8'' 8' ' 8'' 6'' 8'' 8'' 8' ' 6'' 4' ' 8'' 6' ' 8'' 8'' 8' ' 8' ' 8'' 8 ' ' 6'' 8' ' 8'' 8'' 8'' 8'' 8'' 6'' 8' ' 8' ' 8' ' 8'' 8'' 8' ' 8' ' 8 ' ' 8'' 6' ' 8'' 8'' 8 ' ' 8'' 8' ' 8'' 8'' 8'' 8'' 8' ' 8' ' 8'' 8' ' 6 ' ' 8'' 8' ' 6''8' ' 8'' 8'' 8' ' 8''8'' 6' ' 8 ' ' 8 ' ' 8'' 8 ' ' 6'' 8'' 8' ' 6'' 8' ' 8' '6'' 8' ' 8'' 8 ' ' 8'' 6'' 8'' 8'' 4'' 8'' 8'' 8' ' 8' ' 8' ' 8'' 8' ' 8' ' 8'' 6'' 8'' 6'' 8' ' 8'' 8'' 8'' 6'' 8'' 8' ' 8' ' 8' ' 8' ' 8' ' 8' ' 8' ' 8 ' ' 4' ' 6'' 8'' 8'' 8'' 8' ' 8'' 8'' 8'' 8'' 8'' 8' ' 8'' 8'' 8'' 8 ' ' 8'' 6' ' 6'' 8' ' 8'' 8'' 6' ' 8 ' ' 8 ' ' 8'' 6'' 8'' 8'' 8'' 6'' 8'' 6'' 6' ' 6' ' 6'' 8' ' 6'' 8' ' 8 ' ' 8'' 8'' 8'' 0' ' 8'' 8' ' 8'' 6'' 8' ' 8 ' ' 8'' 8' ' 8'' 8'' 8'' 8'' 8' ' 8'' 6'' 8'' 8'' 8'' 6' ' 8 ' ' 4'' 8'' 8'' 6'' 8 ' ' 6'' 6'' 8'' 8' ' 8'' 8' ' 8'' 6'' 8' ' 8''8'' 8'' 8'' 8'' 6'' 8' ' 8'' 8'' 8'' 8' ' 8'' 8 ' ' 6' ' 8'' 8'' 8'' 8'' 6'' 8'' 8' ' 8'' 8'' 8'' 8'' 8'' 6' ' 8' ' 6' ' 6' ' 8'' 8' ' 8' ' 8'' 8'' 6'' 8' ' 8'' 8' ' 8'' 8 ' ' 8' ' 6 ' ' 6'' 4'' 8'' 6' ' 8' ' 8' ' 8' ' 8' ' 8' ' 8'' 8' ' 8' ' 8' ' 8 ' ' 8' ' 6'' 8' ' 6'' 6' ' 8'' 8 ' ' 4 ' ' 8'' 8' ' 8' ' 8' ' 8' ' 8'' 8'' 8'' 8'' 8' ' 8'' 6'' 8'' 8'' 8'' 8'' 8 ' ' 6'' 8' ' 8'' 8' ' 8 ' ' 8' ' 4'' 8'' 4'' 8'' 6'' 8'' 8' ' 8'' 8'' 8 ' ' 8' ' 8 ' ' 8'' 8'' 8' ' 8'' 8'' 6' ' 8'' 8' ' 6'' 8' ' 8'' 8' ' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 6'' 8' ' 8' ' 8'' 6'' 8'' 8'' 8'' 6'' 8'' 8'' 8'' 8' ' 8'' 6'' 8'' 8'' 8' ' 8'' 8 ' ' 8'' 8'' 8'' 6' ' 8'' 6' ' 8'' 4' ' 8 ' ' 8' ' 8'' 8' ' 8' ' 8 ' ' 8'' 8 ' ' 8' ' 8' ' 8'' 8' ' 8'' 8' ' 8'' 8'' 8'' 8'' 0' ' 8' ' 8' ' 8' ' 8'' 6'' 8' ' 8'' 8' ' 8' ' 8'' 8'' 8'' 8'' 8' ' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8 ' ' 6'' 6'' 6'' 8'' 8' ' 8'' 8'' 8'' 8' ' 8' ' 8'' 6'' 6' ' 6 ' ' 8'' 8'' 6' ' 8'' 8'' 8'' 8' ' 6'' 8'' 8'' 8 ' ' 8'' 8'' 8'' 8'' 6'' 8'' 8'' 6'' FIGURE 3-2CITY OF COPPELLWASTEWATER IMPACT FEECAPITAL IMPROVEMENTS PLAN Created by Freese and Nichols, Inc.Job No.: [CPL11254]Location: H:\W_WW_PLANNING\DELIVERABLES\WORKING\(Figure-1)_Existing_Wastewater_System.mxdUpdated: Wednesday, July 13, 2011 LEGEND Existing Eligible Impact FeeWastewater Lines Existing Eligible Impact FeeForce Mains 8" and Smaller Wastewater Line 10" and Larger Wastewater Line Force Main Vä Existing Eliible Lift Station "C`Meter Station !(Manhole Streets Parcel City Limits Lake SEWER BASINS Basin 'A' Basin 'B' Basin 'C' Basin 'E' Basin 'F' I 0 1,000 2,000 SCALE IN FEET Water, Wastewater and Roadway Impact Fee Report City of Coppell 4‐1 4.0 WATER AND WASTEWATER IMPACT FEE ANALYSIS The impact fee analysis involves determining the utilization of existing and proposed projects required as defined by the capital improvement plan to serve new development over the next 10‐year time period. For existing or proposed projects, the impact fee is calculated as a percentage of the project cost, based upon the percentage of the project’s capacity required to serve development projected to occur between 2011 and 2021. Capacity serving existing development and development projected for more than 10 years in the future cannot be charged to impact fees. 4.1 Service Units The maximum impact fee may not exceed the amount determined by dividing the cost of capital improvements required by the total number of service units attributed to new development during the impact fee eligibility period. A water service unit is defined as the service equivalent to a water connection for a single‐family residence. The City of Coppell does not directly meter wastewater flows and bills for wastewater services based on the customer’s water consumption. Therefore, a wastewater service unit is defined as the wastewater service provided to a customer with a water connection for a single‐family residence. The service associated with public, commercial, and industrial connections is converted into service units based upon the capacity of the meter used to provide service. The number of service units required to represent each meter size is based on the safe maximum operating capacity of the appropriate meter type. The City uses Class I turbine meters. American Water Works Association (AWWA) standards C701 (Cold Water Meters – Turbine Type) was used to determine the safe maximum operating capacity. The service unit equivalent for each meter size used by the City is listed in Table 4‐1. Water, Wastewater and Roadway Impact Fee Report City of Coppell 4‐2 Table 4‐1 Service Unit Equivalencies Meter Size Safe Maximum Operating Capacity (gpm)(1) Service Unit Equivalent 5/8” x 3/4” 30 1.0 1” 50 1.7 1‐1/2” 100 3.3 2” 160 5.3 3” 350 11.7 4” 630 21.0 6” 1,400 46.7 8” 2,400 80.0 (1) Safe maximum operating capacity is based on AWWA standards C701 Typically, in Coppell, single‐family residences are served with 5/8‐inch water meters. Larger meters represent public, commercial, and industrial water use. The City provided data that included the meter size of each active water meter as of June 2011. Table 4‐2 shows the water and wastewater service units for 2011 and the projected service units for 2021. Table 4‐2 Water and Wastewater Service Units Meter Size 2011 Connections 2011 Service Units 2021 Connections 2021 Service Units Growth in Service Units 5/8” x 3/4” 11,219 11,219 11,702 11,702 483 1” 202 337 211 352 15 1‐1/2” 103 343 107 357 14 2” 487 2,597 628 3,349 752 3” 18 210 29 338 128 4” 24 504 30 630 126 6” 3 140 5 233 93 8” 204 16,320 213 17,040 720 Total 12,260 31,670 12,925 34,001 2,331 Water, Wastewater and Roadway Impact Fee Report City of Coppell 4‐3 4.2 Maximum Impact Fee Calculations Chapter 395 of the Texas Local Government Code states that the maximum impact fee may not exceed the amount determined by dividing the cost of capital improvements required by the total number of service units attributed to new development during the impact fee eligibility period less the credit to account for water and wastewater revenues used to finance capital improvement plans. The total projected costs include the projected capital improvement costs to serve 10‐year development, the projected finance cost for the capital improvements, and the consultant cost for preparing and updating the Capital Improvements Plan. A 4.0% interest rate was used to calculate financing costs. Comparison graphs showing impact fees in other cities throughout the Metroplex are presented in Appendix B. Water Impact Fee: Total Capital Improvement Costs $3,481,170 Financing Costs $1,157,947 Total Eligible Costs $4,639,117 Growth in Service Units 2,331 Maximum Water Impact Fee = Total Eligible Costs/Growth in Service Units = $4,639,117/2,331 = $1,990 per Service Unit Maximum Allowable Water Impact Fee = Maximum Impact Fee – 50% Credit = $1,990 ‐ $995 = $995 per Service Unit Water, Wastewater and Roadway Impact Fee Report City of Coppell 4‐4 Wastewater Impact Fee: Total Capital Improvement Costs $3,580,682 Financing Costs $1,191,047 Total Eligible Costs $4,771,729 Growth in Service Units 2,331 Maximum Wastewater Impact Fee = Total Eligible Costs/Growth in Service Units = $4,771,729/2,331 = $2,047 per Service Unit Maximum Allowable Wastewater Impact Fee = Maximum Impact Fee – 50% Credit = $2,047 ‐ $1,024 = $1,024 per Service Unit Water, Wastewater and Roadway Impact Fee Report City of Coppell 5‐1 5.0 ROADWAY IMPACT FEE ANALYSIS 5.1 Methodology To update the roadway impact fee system, a series of work tasks were undertaken that included the following: • A roadway conditions inventory of major thoroughfares in Coppell was updated for lane geometries, roadway classifications and segment lengths. The existing roadway network was evaluated based on updated traffic volume count information, collected in August 2011, to determine roadway capacity, current utilization, and deficiencies, if present, for the service area. • Both the AM and PM peak hour movements were analyzed to determine the most critical, thus the vehicle‐mile of travel during the PM peak hour was retained as the appropriate service unit for measuring capacity and system utilization for the impact fee calculation, Roadway capacity values were based on data developed by the NCTCOG for level of service “C/D” operations. • New vehicle‐miles of demand were calculated for each service area based on updated land use assumptions by service area for the program planning period. The land use equivalency table was used as a basis for deriving projected vehicle‐miles from growth over the ten‐year planning period. • An analysis of previous roadway impact fee Capital Improvements Plan (CIP) was conducted based on updated traffic volume count information to ensure excess capacity remained in program projects for each service area. • A CIP was prepared based on growth needs from future development (land use assumptions), other capital improvements programming and City Staff input. Roadway cost data including construction, engineering and right‐of‐way for impact fee projects were prepared and compiled by service area based on cost estimates and data provided by the City. For recently completed projects, actual costs were incorporated into the system database. Water, Wastewater and Roadway Impact Fee Report City of Coppell 5‐2 • The cost of capacity supplied, cost attributable to new development and the maximum cost per service unit was calculated for each service area. A credit of 50% was applied to the overall cost of the capital improvements program for the identification of the maximum allowable cost per service unit consideration. • The Land Use Equivalency Table (service unit generation for specific land use categories) was updated to incorporate new trip rate and trip length data. Trip rate data was obtained from Trip Generation, Eighth Edition by the Institute of Transportation Engineers. Trip length statistics for the city were obtained from a workplace survey conducted by the NCTCOG. • Example fee calculations were prepared based upon sample land uses, associated service unit equivalencies, and the maximum allowable cost per service unit. This section documents the procedures, findings, and conclusions of the study. 5.2 Roadway Impact Fee Service Area Chapter 395 requires that service areas be defined for impact fees to ensure that facility improvements are located in proximity to the area that is generating the need. Legislative requirements stipulate that roadway service areas be limited to a six mile maximum and must be located within the current city limits. Roadway service areas are different from other impact fee service areas, which can extend beyond the city limits and include its Extra Territorial Jurisdiction (ETJ) or other defined area of service. This is primarily because roadway systems are "open" to both local and regional use as opposed to a defined limit of service that is provided with water and wastewater systems. For roadways, the result is that new development can only be assessed an impact fee based on the cost of necessary capital improvements within that service area. No changes were made to the service area structure and is illustrated in Figure 2‐1. Water, Wastewater and Roadway Impact Fee Report City of Coppell 5‐3 Roadway Impact Fee Land Use Assumptions Land use assumptions serve as the basis from which travel demands are developed over the planning period. For this system update, service unit generation (future growth) was based on the net population and employment growth as identified in the “Land Use Assumptions for Impact Fees” report prepared by the City and discussed as part of Chapter 2. For roadways, both population and employment data are necessary for the determination of both residential and non‐residential traffic (vehicle‐miles) over the planning period. Derived demographic data, in conjunction with service unit generation from the land use equivalency table, formed the basis for ten‐year growth estimates. Table 5‐1 details the breakout of the increase in Developed Acreages within the service area. Table 5‐1 Increase in Developed Acreages for Years 2011 to 2021 Land Use Acres Commercial Commercial/Office/Retail 170 Freeway Commercial/Office/Retail 595 Light Industrial 209 Public Institutional 0 Residential Residential High Density (16 units per acre) 0 Residential Medium Density (4 units per acre) 478 Residential Low Density (2 units per acre) 0 Parks and Open Space 279 Total 1,730 5.3 Establishment of the Roadway Capital Improvement Plan Chapter 395 of the Texas Local Government Code specifies the requirements necessary to prepare a capital improvements plan. These requirements include: Water, Wastewater and Roadway Impact Fee Report City of Coppell 5‐4 • A description of the existing capital improvements within the service area and the cost to upgrade, update, improve, expand or replace the improvements to meet existing needs and usage • An analysis of the total capacity, the level of current usage, and commitments for usage of capacity of the existing capital improvements • A description of all or the parts of the capital improvements and their costs necessitated by and attributable to new development in the service area based on approved land use assumptions • A definitive table establishing the specific level or quantity of use, consumption, generation, or discharge of service unit for each category of capital improvements and an equivalency table establishing the ratio of the service unit to various types of land uses, including residential, office, retail/commercial, light industrial, and institutional. • The total number of projected service units necessitated by and attributable to new development within the service area based on the approved land use assumptions • The projected demand for capital improvements required by the new service units projected over a reasonable period of time • A plan for awarding a credit for the portion of the ad valorem tax generated by new service units during the program period that is used for the payment of improvements, or a credit equal to 50 percent of the total projected cost of implementing the capital improvements plan The plan must contain two distinct components: analysis of existing conditions and analysis of projected conditions. To analyze these components two measures of performance must be established, they are: level‐of‐service and service units. 5.4 Roadway Level of Service Level‐of‐Service (LOS) is a term used in traffic engineering to describe the performance of the roadway system. Roadway level‐of‐service is the basic design criterion used in thoroughfare Water, Wastewater and Roadway Impact Fee Report City of Coppell 5‐5 planning. The design level‐of‐service determines the capacity for which the roadway is intended. Level‐of‐service is rated from “A” to “F”. The higher level of service (A‐B) provides better driving conditions, but typically requires higher construction cost. Level of Service “E” is considered to be the capacity limit of urban roadways. Level of Service “C/D” is the design level‐of‐service selected for the Impact Fee Analysis for the City of Coppell. Table 5‐2 lists the maximum service volumes for level‐of‐service “C/D” as a function of facility type. Table 5‐2 Roadway Facility Vehicle‐Mile Capacities Roadway Facility Roadway Type Capacity “LOS C/D Vehicles per hour per lane‐mile of Roadway Facility(1) Principal Arterial – Divided P6D 700 Divided Local Arterials C4D 625 Undivided Collector – 4 Lane C4U 440 Undivided Collector – 2 Lane C2U 350 (1) Hourly capacity for LOS “C/D” obtained from NCTCOG DFW Regional Travel Model and the Highway Capacity Manual 5.5 Roadway Impact Fee Service Units Service units establish a relationship between roadway projects and demand placed on the street system by development, as well as the ability to calculate and assess impact fees for specific development proposals. As defined, service unit means; “a standardized measure of consumption, use, generation, or discharge attributable to an individual unit of development in accordance with generally accepted engineering or planning standards for a particular category of capital improvements or facility expansions." To determine the roadway impact fee for a particular development, the service unit must accurately identify the impact that the development will have on the major roadway system (i.e., arterial and collector roads) serving the development. This impact is a combination of the number of new trips generated by the development, the particular peaking characteristics of the land‐use(s) within the development, and the length of each new trip on the transportation system. Water, Wastewater and Roadway Impact Fee Report City of Coppell 5‐6 The service unit must also reflect the capacity, which is provided by the roadway system, and the demand placed on the system during the time in which peak, or design, conditions are present on the system. Transportation facilities are designed and constructed to accommodate volumes expected to occur during the peak hours (design hours). These volumes typically occur during the peak hours as motorists travel to and from work. The vehicle‐mile during the PM peak hour was retained as the service unit for impact fees in Coppell. This service unit establishes a more precise measure of capacity, utilization and intensity of land development through the use of published trip generation data. It also recognizes legislative requirements with regards to trip length. The PM peak hour is recommended as the time period for assessing impacts because the greatest demand for roadway capacity occurs during this hour. Roadways are sized to meet this demand, and roadway capacity is more accurately defined on an hourly basis. Traffic volume data collected August 2011 at over 20 locations throughout the city confirmed the PM peak hour as the highest period of use. 5.6 Roadway Existing Conditions Analysis An accurate service unit is required to calculate and assess impact fees for new developments. As defined in Chapter 395, “Service unit means a standardized measure of consumption, use, generation, or discharge attributed to an individual unit of development calculated in accordance with generally accepted engineering or planning standards, based on historical data and trends applicable to the political subdivision in which the individual unit of development is located during the previous 10 years.” In other words it is a measure of supply and demand. The service unit must accurately reflect the supply, which is provided by the roadway system. Transportation facilities are designed to accommodate peak hour traffic volumes because the heaviest demand for the roadway capacity occurs during the peak hour. These peak hours typically occur during the morning (AM peak) and evening (PM peak) rush hours as motorist travel to and from work. The impact fee analysis for the City of Coppell was developed for PM peak traffic volumes. For the supply side the unit of measurement is the service volume that is Water, Wastewater and Roadway Impact Fee Report City of Coppell 5‐7 provided by a lane‐mile (lane‐miles) of roadway facility. This number is also the capacity of the roadway based on an acceptable level‐of‐service; in this case that level‐of‐service is “C/D”. The service unit must also reflect the demand that a particular development will place on the transportation system. The impact the development has on the street system is directly related to: the trips generated by development, land‐use for which the development is intended, and the average length of each trip on the transportation system. For the demand side this unit is a vehicle‐trip of one‐mile in length (vehicle‐miles). Service units create a link between supply (roadway projects) and demand (new development). Both supply and demand can be expressed as a combination of the number of vehicles traveling during the peak hour and the distance traveled by these vehicles in miles. Thus, the Service Unit for roadway impact fees is vehicle‐mile. 5.7 Existing Conditions Analysis An inventory of major roadway facilities was conducted to determine existing conditions throughout Coppell. This analysis determined the capacity provided by the existing roadway system, the demand currently placed on the system, and the existence of any deficiencies on the system. Data for the inventory was obtained from field reconnaissance, traffic volume counts, the City Thoroughfare Plan and City Staff, and is detailed in Appendix C. 5.7.1 Existing Traffic Volumes Existing directional PM peak hour volumes were obtained from automated traffic counts collected by the City from their comprehensive traffic count program in November 2011. Automated traffic counts at 20 separate locations were collected on major roadways (as identified in the Thoroughfare Plan as arterial or collector status) throughout the city. In an effort to minimize the total number of counts, data was collected at locations where traffic volumes would typify link volumes on the major segments within the immediate area. For segments not counted, estimates were developed based on peaking characteristics of area roadways or data from adjoining roadway counts. This data was compiled for roadway segments throughout the city and Water, Wastewater and Roadway Impact Fee Report City of Coppell 5‐8 entered into the database for use in calculations. A summary of volumes by roadway segment is included in Appendix D as part of the existing capital improvements database. 5.7.2 Vehicle‐Miles of Existing Capacity (Supply) The vehicle‐miles of existing capacity for each counted roadway segment were obtained using the equation below: Vehicle–Miles of Capacity = Capacity per peak hour per lane x Number of lanes x Length (miles) Example: a 4‐lane divided roadway that is 2 miles in length and has a capacity of 625 vehicles per hour per lane: Vehicle–Miles of Capacity = 625 vehicles per hour x 4 lanes x 2 miles = 5,000 vehicle‐ miles per hour This existing capacity is calculated for the service area and is not limited to only those roadways identified in the impact fee capital improvements program. A summary of existing capacity for the service area is illustrated in Table 5‐3. A complete detailed listing by roadway segment is provided in Appendix D. 5.7.3 Vehicle‐Miles of Existing Demand The vehicle‐miles of existing demand or the current usage of the facilities for each roadway segment was obtained using the equation below: Vehicle–Miles of Demand = PM peak hour volume x Length of Roadway (miles) For example: a 3‐mile long roadway that has a PM peak hour traffic volume of 400 vehicles per hour: Vehicle–Miles of Demand = 400 vehicles per hour x 3 miles = 1,200 vehicle‐miles per hour This existing demand is calculated for the service area and is not limited to only those roadways identified in the impact fee capital improvements program. A summary of the Water, Wastewater and Roadway Impact Fee Report City of Coppell 5‐9 existing demand for the service area is illustrated in Table 5‐3. A complete detailed listing by roadway segment is provided in Appendix D. Table 5‐3 Existing Excess Capacity and Demand Service Area Excess Capacity (Peak Hour Veh‐Miles) Demand (Peak Hour Veh‐ Miles) City 26,697 43,511 5.7.4 Vehicle‐Miles of Existing Excess Capacity or Deficiencies From the calculation of vehicle‐miles of existing capacity and demand for each roadway segment, the excess capacity or deficiencies for each direction can be determined. A deficiency exists if a roadway is over capacity or has an hourly traffic volume that is below its acceptable level‐of‐service in any direction of travel. If this is the case then the deficiency is deducted from the available supply. A summary of existing excess capacity and/or deficiencies for each service area is illustrated in Table 5‐4. A complete detailed listing by roadway segment is provided in Appendix D. Roadways with deficiencies in the City of Coppell are Parkway Boulevard, Sandy Lake Road, Bethel Road, Belt Line Road, Freeport Parkway, Denton Tap Road, and MacArthur Boulevard. Table 5‐4 Existing Excess Capacity and Deficiencies Service Area Excess Capacity (Peak Hour Veh‐Miles) Deficiencies (Peak Hour Veh‐ Miles) City 26,697 1,451 5.8 Calculating Impact Fees Chapter 395 of the Texas Local Government Code requires a description of all capital improvements and their cost attributable to new development within the service area. To determine the cost attributable to new development, the following information needs to be calculated or supplied: future land use assumptions, vehicle‐miles of new demand, a capital improvement plan, vehicle‐miles of new capacity supplied by the capital improvements plan Water, Wastewater and Roadway Impact Fee Report City of Coppell 5‐10 and the costs for the roadway improvements. The recommended service unit for assessing impact fees for the impact new development has on roadway facilities is a combination of the trips generated (vehicles) by the new development during the peak hour and the average trip length (miles) of each trip. The following section describes the methodology used in developing service units for new developments. 5.8.1 Trip Generation The trip generation rates are used to determine the number of vehicles added to the roadway system as a result of new development. The trip generation rates were developed for the PM peak weekday period. The trip generation rates were established using the Institute of Transportation Engineers Trip Generation Manual 8th edition. Development units were chosen by size (e.g.: office building, retail, industrial), by number of units (e.g.: residential, multifamily) and by the number of students (schools). The following development units are typically used: • Dwelling Units (DU) – Total number of habitable dwellings within the development. This should not be mistaken as bedrooms. For example a single‐family residence is one dwelling unit; a 50 unit apartment complex is 50 dwelling units. • Gross Floor Area (GFA) – Total square feet of building floor area bounded by the exterior boundary of outer building walls. Uncovered and outdoor patios are excluded from GFA. • Acres – The total number of acres included in the development. • Students – The total number of students attending an institution. Adjustments to the trip generation rates are necessary to reflect the differences between driveway volumes and the total amount of traffic added to adjacent roadways. The actual “traffic impact” of the new development is based only on the traffic added to the adjacent roadways. The actual traffic added to the adjacent roadways is determined by adjusting the driveway volumes to account for pass‐by trips, diverted trips, and internal trips. Water, Wastewater and Roadway Impact Fee Report City of Coppell 5‐11 • Pass‐by trips – are those trips attracted to a development from traffic that would otherwise pass‐by the site on an adjacent roadway. For example, a stop at a convenience store on the way from the office to home is a pass‐by trip for the convenience store. The trip does not create an additional burden on the street system and therefore should not be double‐counted. The burden of this type should be assigned to the office and/or residence. • Diverted trips – are those trips that are already on the roadway system and are diverted to the roadway system serving the new development. For example, a trip from home to work along Parkway Boulevard would be a diverted trip if the travel path was changed to Sandy Lake Road the purposes of stopping at the dry cleaners. On a system‐wide basis, this trip also does not add a significant additional burden to the street system so it is not considered in assessing impact fees. • Internal trips – are those that would typically be made in a mixed‐use development between two uses within the development, not utilizing a thoroughfare outside the development for that trip. For example, a trip between a shopping center and a restaurant contained within the same site would be considered and internal trip, and does not create any additional burden on the roadway system. 5.8.2 Trip Length Trip lengths in miles will be used in conjunction with site trip generation to establish the vehicle‐miles of travel, the service unit to be used for assessing impact fees. As with trip generation, trip lengths are used in the development of travel forecasting models for use in assessing roadway needs, as well as for assessing impact fees. As previously stated, trip lengths are limited to six miles. Each trip has an origin and destination, half of the trip length will be assigned to the origin and half of the trip length will be assigned to the destination. Therefore, the average trip length for a development is half the total trip length, allowing the maximum total trip length under state law to be six miles. The trip length data used in this report was based on information generated in the 1984 and 1994 NCTCOG Workplace Survey and the 2001 National Household Travel Survey. Water, Wastewater and Roadway Impact Fee Report City of Coppell 5‐12 5.8.3 Projected Growth and Vehicle‐Miles of New Demand Project growth for roadway impact fees is represented by an increase in the vehicle‐ miles over a 10‐year period. The basis used to calculate the increase in vehicle‐miles is population and employment projections that were prepared as part of the land use assumptions detailed in the Section 2.0. The calculation for the increase in the vehicle‐ miles due to new development is made up of three components: • Increase in the acreage for each land use for the 10‐year study period • Trip generation rates for PM peak hour of adjacent street traffic (provided by the ITE Trip Generation Manual, 8th edition) • Average trip length (provided by NCTCOG 1984 and 1994 Workplace Survey and 2001 National Household Travel Survey) A summary of the vehicle‐miles of new demand is illustrated in Table 5‐5. A complete detailed listing by land use category is provided in Appendix E. Table 5‐5 Projected Vehicle‐Miles of New Demand Service Area Projected Vehicle‐Miles Of New Demand City 45,131 5.8.4 Capital Improvements Plan (CIP) The capital improvements plan includes roadway improvements that are needed to accommodate long‐term growth. The impact fee CIP can only contain roadways which are included on the city’s official thoroughfare plan and are classified as arterial and collector status streets. Freese and Nichols, along with City staff, evaluated roadway projects for inclusion in the CIP based on: 1) future growth areas, 2) projected 10‐year traffic demand, 3) ability to recoup roadway costs (cost share or previously constructed roadways with excess capacity), 4) financial considerations, and 5) staff input. Chapter 395 also allows the City to include their share of the cost for state and federal highways to also be included in this plan. At this time no state highways are included in the CIP. Water, Wastewater and Roadway Impact Fee Report City of Coppell 5‐13 An assessment of the existing impact fee capital improvements plan was conducted to ensure that excess capacity remains in the impact fee roadway projects. Using traffic count data, a determination was that all projects within the Impact Fee CIP contain excess capacity and can be retained in the program. The projects included in the Impact Fee Roadway CIP are listed in Table 5‐6 and illustrated in Figure 5‐1. The following costs were included in the preparation of the 10‐year CIP program: • Construction price • Surveying and engineering fees • Land acquisition costs • Fees paid for the preparation of the capital improvements plan • Projected interest charges and other finance costs The total projected cost for the 10‐year impact fee CIP is $26,673,091 in 2011 dollars ($35,746,000 cost with financing). A detailed Engineer’s Opinion of Probable Construction Cost for each roadway is provided in Appendix F. A summary of the cost for the impact fee CIP are provided in Table 5‐6. Water, Wastewater and Roadway Impact Fee Report City of Coppell 5‐14 Table 5‐6 Summary of Roadway Cost RECOUPMENT PROJECTS No. ROADWAY FROM TO COST COST w/ FINANCING 1(1) SANDY LAKE RD CITY LIMIT (WEST)N. COPPELL ROAD $4,697,908 $6,296,000 2(1) SANDY LAKE RD MACARTHUR BLVD. CITY LIMIT (EAST) $5,193,720 $6,960,000 3(1) BETHEL RD CITY LIMIT (WEST)FREEPORT PKWY.$7,280,321 $9,756,000 4(1) SOUTHWESTERN BLVD COPPELL ROAD GRAPEVINE CREEK $1,204,349 $1,614,000 5(1) MACARTHUR BLVD. BETHEL SCHOOL ROAD BELT LINE ROAD $325,394 $437,000 Total:$18,701,691 $25,063,000 EXPANSION PROJECTS No. ROADWAY FROM TO COST COST w/ FINANCING 6(2) SANDY LAKE ROAD N. COPPELL ROAD GRAPEVINE CREEK $6,102,000 $8,177,000 7(3) FREEPORT PKWY SH 121 SANDY LAKE RD $881,800 $1,182,000(4) 8(3) FREEPORT PKWY RUBY ROAD SANDY LAKE RD $987,600 $1,324,000(4) Total:$7,971,400 $10,683,000 TOTAL ROADWAY IMPACT FEE CAPITAL IMPROVEMENTS $26,673,091 $35,746,000 (1) Cost from City Contract Documents (2) Engineer's Probable Construction Cost Estimates provided by the City (3)Freese and Nichols Conceptual Level Cost Estimates (4)City only responsible for 20% of Total Cost §¨¦635 State H w y 1 2 1 Sandy Lake Rd Belt Line R d De n t o n T a p R d Co p p e l l R d Fr e e p o r t ( S t a t e R d ) Ro y a l L n Fr e e p o r t P k w y Southwestern Blvd Bethel Rd Sandy Lake Rd State H w y 1 2 1 Be l t L i n e R d Parkway Blvd MacA r t h u r B l v d Bethel School Rd Ro y a l ¬«3 ¬«8 ¬«6 ¬«2¬«8 ¬«7 ¬«5 ¬«4 ¬«1 ³0 1,200 2,400 SCALE IN FEET IMPACT FEE PROJECTS Impact Fee Roadways Recoupment Roadways Coppell City Limits FIGURE 5-1CITY OF COPPELLROADWAY IMPACT FEES Created By Freese and Nichols, Inc.Job No.: CPL11254Location: H:\TRANSPORTATION\WORKING\RoadImpactFee_5-1_2012_01.mxdUpdated: Monday, January 23, 2012 2:09:06 PM Water, Wastewater and Roadway Impact Fee Report City of Coppell 5‐16 5.8.5 Vehicle‐Miles of New Capacity Provided The vehicle‐miles of capacity added are calculated in a similar manner as the vehicle‐ miles of existing capacity supplied. Vehicle–Miles of New Capacity = Capacity per peak hour per lane x Number of lanes x Length (miles) The calculated capacity is for the new impact fee roadways. The vehicle‐miles of new capacity supplied for each service area is provided in Table 5‐7. A complete detailed listing by roadway segment is provided in Appendix G. Table 5‐7 Projected Vehicle‐Miles of New Capacity (Supply) Service Area Projected Vehicle‐Miles of New Capacity (Supply) City 17,491 5.8.6 Vehicle‐Miles of Existing Demand on Impact Fee CIP Roadways The vehicle‐miles of existing demand on CIP roadways are provided in Table 5‐8. A complete detailed listing by roadway segment is provided in Appendix G. Table 5‐8 Vehicle‐Miles of Existing Demand on CIP Roadways Service Area Vehicle‐Miles of Existing Demand City 6,732 5.8.7 Maximum Cost per Service Unit The maximum cost per service unit is a calculation of the cost per service unit (dwelling, 1000 sq. ft GFA, acre) for a service area. This maximum cost per service area is the cost of the CIP divided by the growth attributable to new development projected to occur with a 10‐year period. Table 5‐9 illustrates these calculations for the roadway impact fees. The maximum fee per service unit is calculated to be $619. The credited cost per service unit is $309. Water, Wastewater and Roadway Impact Fee Report City of Coppell 5‐17 Table 5‐9 Cost Per Service Unit Calculation Line # Service Area 1 Total Veh‐Miles of Capacity Added by the CIP 17,491 (From Projected Veh‐Miles of New Capacity) (Table 5‐7) 2 Total Veh‐Miles of Existing Demand on CIP Roads 6,732 (From Veh‐Miles of Existing Demand on CIP Roadways)(Table 5‐8) 3 Total Veh‐Mile of Existing Deficiencies on Existing Roads 1,451 (From Excess Capacity and Deficiencies)(Table 5‐4) 4 Net Amount of Veh‐Mile Capacity Added 9,308 (Line #1‐Line #2‐Line #3) 5 Total Eligible Cost of CIP Within Service Area $35,746,000 (From Engineer's Opinion of Probable Construction Costs)(Table 5‐6) 6 Cost of Net Capacity Supplied $19,022,150 (Net of Capacity Added/Total of Capacity Added)*CIP Cost ‐(Line #4/Line #1)*(Line #5) 7 Cost to Meet Existing Needs and Usage $16,723,850 (Total Cost of CIP‐Cost of Net Capacity Supplied) ‐Line #5‐Line #6 8 Total Veh‐Mile of New Demand Over 10 Years 45,131 (From Projected Vehicle‐Miles of New Demand)(Table 5‐5) 9 % of Capacity Added Attributed to New Growth 484.9% (Total of New Demand/Net Amount of Capacity Added) ‐Line #8/Line #4 10 If Line 8 > Line 4, Reduce Line 9 to 100% 100.0% 11 Cost of Capacity Added Attributed to New Growth $19,022,150 (Cost of Net Capacity Supplied * Cost Attributed to New Growth) ‐Line #6*Line#10 12 Maximum Fee per Service Unit ‐Without Credit $421 (Cost of Net Capacity Attributed to New Growth/Total Veh‐Mile of New Demand) ‐ Line #11/Line #8 13 Percent of Fee Recoverable 50% 14 Maximum Assessable Fee Per Service Unit $210 (Line #12*Line #13) 5.8.8 Land Use / Vehicle‐Mile Equivalency Table A land use/vehicle‐mile equivalency table establishes the service unit rate for various land uses. This table is a result of combining PM peak hour trip generation rates with average trip length information for various land uses. These rates are based on an appropriate development unit Water, Wastewater and Roadway Impact Fee Report City of Coppell 5‐18 for each land use. For example; office, retail, and light industrial, are based on development of 1,000 square feet of gross floor area, while single‐family and multi‐family residential is based on dwelling units. The City of Coppell’s Land‐Use Vehicle Mile Equivalency Table is made up of five main land uses with specific use categories, they are: residential, office, retail/commercial, light industrial, and institutional. Table 5‐10 illustrates the total service units generated by the various land uses. Appendix H provides the land‐uses used for this table. Table 5‐10 Land‐Use Vehicle‐Mile Equivalency Table2 ITE Land Use Dev. Unit Trip Rate(1) Trip Length Veh‐Mi Per Dev Unit Residential Residential (Medium/Low) DU 1.01 4.20 4.24 Residential (High Density) DU 0.62 4.20 2.60 Others Not Specified DU 1.01 4.20 4.24 Office General Office Building 1000 sq. ft.1.49 4.80 7.15 Medical / Dental Office 1000 sq. ft. 3.46 4.80 16.61 Others Not Specified 1000 sq. ft.1.49 4.80 7.15 Retail / Commercial Shopping Center 1000 sq. ft.1.99 3.20 6.38 Home Improvement Superstore 1000 sq. ft. 1.12 1.95 2.19 Super market 1000 sq. ft.4.64 1.05 4.87 Restaurant 1000 sq. ft. 5.28 1.90 10.02 Fast food with drive thru 1000 sq. ft.15.36 2.15 33.02 Convenience Market with Gasoline Pumps Fuel Positions 5.32 0.90 4.79 Hotel Rooms 0.59 3.20 1.89 Bank with Drive Thru 1000 sq. ft. 10.13 1.25 12.66 Others Not Specified 1000 sq. ft.1.99 3.20 6.38 Light Industrial General Light Industrial 1000 sq. ft.0.98 3.30 3.20 Industrial Park 1000 sq. ft. 0.86 3.30 2.84 Mini Warehouse (Self Storage) 1000 sq. ft.0.26 3.30 0.86 Others Not Specified 1000 sq. ft. 0.97 3.30 3.20 Institutional Jr. / Community College Students 0.12 3.00 0.36 Private School (K‐8) Students 0.60 2.10 1.26 Day Care Center Students 0.82 2.10 1.72 Church 1000 sq. ft.0.55 1.45 0.80 Others Not Specified 1000 sq. ft. 0.55 1.45 0.80 (1) Average Trip Rate with Reductions (2) If not specified in table, use ITE Trip Generation Manual 8th Edition Water, Wastewater and Roadway Impact Fee Report City of Coppell 5‐19 5.9 Calculating Impact Fees The calculation of the actual fee charged to development is a two‐part process as follows: Part 1: Determine number of service units (vehicle‐miles) generated by the development using the land‐use vehicle‐mile equivalency table. No. of Development Units x Vehicle‐miles (Total Service Units) per development unit = Development’s Vehicle‐miles Part 2: Calculate the impact due by new development. This fee based on the cost per service unit for the service area where the development is located. Development’s Vehicle‐miles (from part 1) x Cost per vehicle‐mile (from CIP calculation) = Impact Fee due from development Examples: The following fee would be assessed to new developments which has a maximum (Assessable) fee per service unit of $210. A. Single‐Family Dwelling (1 dwelling unit x 4.24 vehicle‐miles) / 1 dwelling unit = 4.24 vehicle‐miles 4.24 Vehicle‐miles x $210 / vehicle‐mile = $890 B. 10,000 square foot (s.f.) General Office Building (10,000 s.f. x 7.15 vehicles‐miles)/1000 s.f. units = 71.50 vehicle‐miles 71.50 vehicle‐miles x $210 / vehicle‐mile = $15,015 C. 60,000 s.f. Retail Shopping Center (60,000 s.f. x 6.38 vehicle‐miles)/ 1,000 s.f. units = 382.80 vehicle‐miles 475.20 vehicle‐miles x $210/vehicle‐mile = $99,792 D. 100,000 s.f. Light Industrial Development (100,000 s.f. x 3.20 vehicle‐miles)/ 1,000 s.f. units =320 vehicle‐miles 323 vehicle‐miles x $210/ vehicle‐mile = $67,830 Water, Wastewater and Roadway Impact Fee Report City of Coppell 5‐20 E. 4,000 Student Junior/Community College (4,000 Students. x 0.36vehicle‐miles)/ 1 Student = 1,440 vehicle‐miles 1,440 vehicle‐miles x $210/ vehicle‐mile = $302,400 Water, Wastewater and Roadway Impact Fee Report City of Coppell Appendix A Water System Project Cost Estimates OPINION OF PROBABLE COST Construction Project Number 1 ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL 1 20" Pipe 4,618 LF $120 554,208 2 30" Boring and Casing 200 LF $465 93,000 3 Pavement Repair 3,500 LF $50 175,000 SUBTOTAL: $822,210 CONTINGENCY 20% $164,450 SUBTOTAL: $986,660 ENG/SURVEY 15% $148,000 SUBTOTAL: $1,134,660 PROJECT TOTAL $1,134,660 City of the Coppell Water CIP Project Description 20-inch water line from Southwestern EST Detailed Description Replacement of existing 12-inch with a 20-inch water line from the Southwestern Elevated Storage Tank UPDATE Water, Wastewater and Roadway Impact Fee Report City of Coppell Appendix B Impact Fee Comparison Wa t e r , Wa s t e w a t e r an d Ro a d w a y Im p a c t Fe e Re p o r t Ci t y of Co p p e l l Wa t e r an d Wa s t e w a t e r Im p a c t Fe e pe r Se r v i c e Un i t Co m p a r i s o n Wa t e r , Wa s t e w a t e r an d Ro a d w a y Im p a c t Fe e Re p o r t Ci t y of Co p p e l l Wa t e r , Wa s t e w a t e r , an d Ro a d w a y Im p a c t Fe e pe r Si n g l e Fa m i l y Ho m e Co m p a r i s o n Water, Wastewater and Roadway Impact Fee Report City of Coppell Appendix C Existing Roadway Inventory St r e e t F r o m T o L e n g t h P a v e m e n t N o . o f T r a f f i c V o l u m e T r a f f i c V o l u m e T D P C o n f i g (F T ) T y p e L a n e s ( P M ) N / E ( P M ) S / W PA R K W A Y B L V D CO P P E L L R O A D D E N T O N T A P R O A D 6 2 1 0 C O N C 4 D 2 5 4 2 6 6 C 4 D PA R K W A Y B L V D DE N T O N T A P R O A D M O O R E R O A D 5 4 0 0 C O N C 4 D 5 2 1 2 9 0 C 4 D PA R K W A Y B L V D MO O R E R O A D S A M U E L B L V D . 1 6 5 0 C O N C 2 U 5 2 1 2 9 0 C 2 U PA R K W A Y B L V D SA M U E L B L V D . M A C A R T H U R B L V D . 3 5 5 0 C O N C 4 U 5 2 1 2 9 0 C 4 U SA N D Y L A K E R O A D CI T Y L I M I T ( W E S T ) C O P P E L L R O A D 4 9 8 0 C O N C 4 D 3 1 2 4 6 5 C 4 D / 6 SA N D Y L A K E R O A D CO P P E L L R O A D D E N T O N T A P R O A D 5 8 7 0 C O N C 4 D 6 4 5 6 8 2 C 2 U SA N D Y L A K E R O A D DE N T O N T A P R O A D M A C A R T H U R B L V D . 1 0 3 3 0 C O N C 4 D 8 4 2 9 0 3 C 4 D SA N D Y L A K E R O A D MA C A R T H U R B L V D . C I T Y L I M I T ( E A S T ) 4 9 2 0 C O N C 4 D 5 6 5 1 , 4 0 1 C 4 D / 6 BE T H E L R O A D CI T Y L I M I T ( W E S T ) F R E E P O R T P K W Y . 6 4 3 0 C O N C 4 D 3 7 3 3 2 8 C 2 U BE T H E L R O A D FR E E P O R T P K W Y . D E N T O N T A P R O A D 5 3 1 0 A S P 2 U 3 8 3 3 4 5 C 2 U SO U T H W E S T E R N B L V D FR E E P O R T P K W Y . C O P P E L L R O A D 1 7 9 0 C O N C 2 U 1 9 7 1 5 4 C 4 U SO U T H W E S T E R N B L V D CO P P E L L R O A D D E N T O N T A P R O A D 3 6 1 0 C O N C 2 U 1 9 7 1 5 4 C 2 U BE L T L I N E R O A D CI T Y L I M I T ( S O U T H ) S O U T H W E S T E R N B L V D . 8 4 5 0 C O N C 6 D 2 2 8 1 1 1 7 5 P 6 D BE L T L I N E R O A D SO U T H W E S T E R N B L V D . M A C A R T H U R B L V D . 1 2 0 9 0 C O N C 4 D 9 8 0 6 3 3 P 6 D BE L T L I N E R O A D MA C A R T H U R B L V D . C I T Y L I M I T ( E A S T ) 5 8 1 0 C O N C 6 D 1 0 3 1 1 3 2 0 P 6 D RO Y A L L A N E CI T Y L I M I T ( S O U T H ) B E T H E L R O A D 2 9 9 0 C O N C 4 D 6 1 7 5 6 0 C 4 D RO Y A L L A N E BE T H E L R O A D S A N D Y L A K E R O A D 6 1 4 0 C O N C 4 D 4 4 3 3 9 9 C 4 D / 6 FR E E P O R T P K W Y IH - 6 3 5 B E T H E L R O A D 6 7 4 0 C O N C 4 D 5 3 1 1 1 9 7 C 4 D / 6 FR E E P O R T P K W Y BE T H E L R O A D R U B Y R O A D 3 2 2 0 C O N C 4 D 3 4 2 1 5 2 C 4 D / 6 FR E E P O R T P K W Y RU B Y R O A D S A N D Y L A K E R O A D 3 9 4 0 A / C 2 U 7 5 8 1 2 8 C 2 U CO P P E L L R O A D SO U T H W E S T E R N B L V D . B E T H E L R O A D 2 1 4 0 A S P 2 U 2 0 2 1 7 0 C 2 U CO P P E L L R O A D BE T H E L R O A D S A N D Y L A K E R O A D 5 3 6 0 A S P 2 U 2 0 2 1 7 0 C 2 U DE N T O N T A P R O A D SO U T H W E S T E R N B L V D . S A N D Y L A K E R O A D 7 8 6 0 C O N C 6 D 2 3 1 5 8 4 7 P 6 D DE N T O N T A P R O A D SA N D Y L A K E R O A D C I T Y L I M I T ( N O R T H ) 6 0 2 0 C O N C 6 D 2 1 6 2 1 1 0 0 P 6 D MA C A R T H U R B L V D BE L T L I N E R O A D N . O F R I V E R C H A S E 1 5 6 5 C O N C 6 D 1 , 4 1 9 7 4 5 C 4 D MA C A R T H U R B L V D N. O F R I V E R C H A S E S A N D Y L A K E R O A D 4 9 4 0 C O N C 4 D 1 , 4 1 9 7 4 5 C 4 D MA C A R T H U R B L V D SA N D Y L A K E R O A D C I T Y L I M I T ( N O R T H ) 1 0 0 0 0 C O N C 4 D 1 , 2 9 3 6 2 3 C 4 D Co p p e l l R o a d w a y I m p a c t F e e s 2 0 1 1 Ex i s t i n g R o a d w a y I n v e n t o r y Water, Wastewater and Roadway Impact Fee Report City of Coppell Appendix D Existing Roadway Capacity, Demand, Excess Capacity and Deficiencies Le n g t h L e n g t h L a n e s T y p e V e h - M i Ro a d w a y F r o m T o ( F e e t ) ( M i l e s ) C a p a c i t y T o t a l % i n D i r e c t i o n a l V e h - M i V e h - M i V e h - M i V e h - M i E x c e s s E x c e s s T o t a l E x c e s s E x c e s s E x c e s s T o t a l A B V o l u m e S e r v i c e S u p p l y T o t a l D i r e c t i o n A D i r e c t i o n B T o t a l C a p a c i t y C a p a c i t y C a p c i t y D e f i c i e n c i e s D e f i c i e n c i e s D e f i c i e n c i e s Pk - H r N o r t h b o u n d S o u t h b o u n d A r e a S u p p l y D e m a n d D e m a n d D e m a n d D i r e c t i o n A D i r e c t i o n B P e a k - H o u r D i r e c t i o n A D i r e c t i o n B P e a k - H o u r Pe r l a n e E a s t b o u n d W e s t b o u n d P e a k - H o u r P e a k - H o u r P e a k - H o u r P e a k - H o u r P e a k - H o u r V e h - M i V e h - M i V e h - M i v e h - M i v e h - M i v e h - M i PA R K W A Y B L V D CO P P E L L R O A D D E N T O N T A P R O A D 6 2 1 0 1 . 1 8 4 C 4 D 6 2 5 25 4 2 6 6 52 0 1 0 0 % 1 4 7 0 2 , 9 4 0 2 9 9 3 1 3 6 1 2 1 , 1 7 1 1 , 1 5 7 2 , 3 2 9 0 0 0 PA R K W A Y B L V D DE N T O N T A P R O A D M O O R E R O A D 5 4 0 0 1 . 0 2 4 C 4 D 6 2 5 52 1 2 9 0 81 1 1 0 0 % 1 2 7 8 2 , 5 5 7 5 3 3 2 9 7 8 2 9 7 4 6 9 8 2 1 , 7 2 7 0 0 0 PA R K W A Y B L V D MO O R E R O A D S A M U E L B L V D . 1 6 5 0 0 . 3 1 2 C 2 U 3 5 0 52 1 2 9 0 81 1 1 0 0 % 1 0 9 2 1 9 1 6 3 9 1 2 5 3 0 1 9 1 9 - 5 3 0 - 5 3 PA R K W A Y B L V D SA M U E L B L V D . M A C A R T H U R B L V D . 3 5 5 0 0 . 6 7 4 C 4 U 4 4 0 52 1 2 9 0 81 1 1 0 0 % 5 9 2 1 , 1 8 3 3 5 0 1 9 5 5 4 5 2 4 1 3 9 7 6 3 8 0 0 0 SA N D Y L A K E R O A D CI T Y L I M I T ( W E S T ) C O P P E L L R O A D 4 9 8 0 0 . 9 4 4 C 4 D 6 2 5 31 2 4 6 5 77 7 1 0 0 % 1 1 7 9 2 , 3 5 8 2 9 4 4 3 9 7 3 3 8 8 5 7 4 0 1 , 6 2 5 0 0 0 SA N D Y L A K E R O A D CO P P E L L R O A D D E N T O N T A P R O A D 5 8 7 0 1 . 1 1 4 C 2 U 3 5 0 64 5 6 8 2 1, 3 2 7 1 0 0 % 7 7 8 1 , 5 5 6 7 1 7 7 5 8 1 , 4 7 5 6 1 2 0 8 1 0 0 0 SA N D Y L A K E R O A D DE N T O N T A P R O A D M A C A R T H U R B L V D . 1 0 3 3 0 1 . 9 6 4 C 4 D 6 2 5 84 2 9 0 3 1, 7 4 5 1 0 0 % 2 4 4 6 4 , 8 9 1 1 , 6 4 7 1 , 7 6 7 3 , 4 1 4 7 9 8 6 7 9 1 , 4 7 7 0 0 0 SA N D Y L A K E R O A D MA C A R T H U R B L V D . C I T Y L I M I T ( E A S T ) 4 9 2 0 0 . 9 3 4 C 4 D 6 2 5 56 5 1 , 4 0 1 1, 9 6 6 1 0 0 % 1 1 6 5 2 , 3 3 0 5 2 6 1 , 3 0 5 1 , 8 3 2 6 3 8 0 6 3 8 0 - 1 4 1 - 1 4 1 BE T H E L R O A D CI T Y L I M I T ( W E S T ) F R E E P O R T P K W Y . 6 4 3 0 1 . 2 2 4 C 2 U 3 5 0 37 3 3 2 8 70 0 1 0 0 % 8 5 2 1 , 7 0 5 4 5 4 3 9 9 8 5 3 3 9 9 4 5 4 8 5 2 0 0 0 BE T H E L R O A D FR E E P O R T P K W Y . D E N T O N T A P R O A D 5 3 1 0 1 . 0 1 2 C 2 U 3 5 0 38 3 3 4 5 72 7 1 0 0 % 3 5 2 7 0 4 3 8 5 3 4 6 7 3 1 0 6 6 - 3 3 0 - 3 3 SO U T H W E S T E R N B L V D FR E E P O R T P K W Y . C O P P E L L R O A D 1 7 9 0 0 . 3 4 2 C 4 U 4 4 0 19 7 1 5 4 35 1 1 0 0 % 1 4 9 2 9 8 6 7 5 2 1 1 9 8 2 9 7 1 7 9 0 0 0 SO U T H W E S T E R N B L V D CO P P E L L R O A D D E N T O N T A P R O A D 3 6 1 0 0 . 6 8 2 C 2 U 3 5 0 19 7 1 5 4 35 1 1 0 0 % 2 3 9 4 7 9 1 3 5 1 0 5 2 4 0 1 0 5 1 3 4 2 3 9 0 0 0 BE L T L I N E R O A D CI T Y L I M I T ( S O U T H ) S O U T H W E S T E R N B L V D . 8 4 5 0 1 . 6 0 6 P 6 D 7 0 0 2, 2 8 1 1 , 1 7 5 3, 4 5 6 1 0 0 % 3 3 6 1 6 , 7 2 2 3 , 6 5 0 1 , 8 8 0 5 , 5 3 1 0 1 , 4 8 0 1 , 4 8 0 - 2 9 0 0 - 2 9 0 BE L T L I N E R O A D SO U T H W E S T E R N B L V D . M A C A R T H U R B L V D . 1 2 0 9 0 2 . 2 9 4 P 6 D 7 0 0 98 0 6 3 3 1, 6 1 3 4 3 % 3 2 0 6 6 , 4 1 1 2 , 2 4 4 1 , 4 4 9 3 , 6 9 3 9 6 2 1 , 7 5 6 2 , 7 1 8 0 0 0 BE L T L I N E R O A D MA C A R T H U R B L V D . C I T Y L I M I T ( E A S T ) 5 8 1 0 1 . 1 0 6 P 6 D 7 0 0 1, 0 3 1 1 , 3 2 0 2, 3 5 1 1 0 0 % 2 3 1 1 4 , 6 2 2 1 , 1 3 4 1 , 4 5 3 2 , 5 8 7 1 , 1 7 6 8 5 8 2 , 0 3 5 0 0 0 RO Y A L L A N E CI T Y L I M I T ( S O U T H ) B E T H E L R O A D 2 9 9 0 0 . 5 7 4 C 4 D 6 2 5 61 7 5 6 0 1, 1 7 6 1 0 0 % 7 0 8 1 , 4 1 6 3 4 9 3 1 7 6 6 6 3 5 9 3 9 1 7 5 0 0 0 0 RO Y A L L A N E BE T H E L R O A D S A N D Y L A K E R O A D 6 1 4 0 1 . 1 6 4 C 4 D 6 2 5 44 3 3 9 9 84 2 1 0 0 % 1 4 5 4 2 , 9 0 7 5 1 5 4 6 4 9 7 9 9 3 8 9 9 0 1 , 9 2 8 0 0 0 FR E E P O R T P K W Y IH - 6 3 5 B E T H E L R O A D 6 7 4 0 1 . 2 8 4 C 4 D 6 2 5 53 1 1 , 1 9 7 1, 7 2 8 1 0 0 % 1 5 9 6 3 , 1 9 1 6 7 8 1 , 5 2 8 2 , 2 0 6 9 1 8 6 8 9 8 5 0 0 0 FR E E P O R T P K W Y BE T H E L R O A D R U B Y R O A D 3 2 2 0 0 . 6 1 4 C 4 D 6 2 5 34 2 1 5 2 49 3 1 0 0 % 7 6 2 1 , 5 2 5 2 0 8 9 3 3 0 1 5 5 4 6 7 0 1 , 2 2 4 0 0 0 FR E E P O R T P K W Y RU B Y R O A D S A N D Y L A K E R O A D 3 9 4 0 0 . 7 5 2 C 2 U 3 5 0 75 8 1 2 8 88 6 1 0 0 % 2 6 1 5 2 2 5 6 6 9 6 6 6 1 0 1 6 6 1 6 6 - 3 0 4 0 - 3 0 4 CO P P E L L R O A D SO U T H W E S T E R N B L V D . B E T H E L R O A D 2 1 4 0 0 . 4 1 2 C 2 U 3 5 0 20 2 1 7 0 37 2 1 0 0 % 1 4 2 2 8 4 8 2 6 9 1 5 1 6 0 7 3 1 3 3 0 0 0 CO P P E L L R O A D BE T H E L R O A D S A N D Y L A K E R O A D 5 3 6 0 1 . 0 2 2 C 2 U 3 5 0 20 2 1 7 0 37 2 1 0 0 % 3 5 5 7 1 1 2 0 5 1 7 3 3 7 8 1 5 0 1 8 3 3 3 3 0 0 0 DE N T O N T A P R O A D SO U T H W E S T E R N B L V D . S A N D Y L A K E R O A D 7 8 6 0 1 . 4 9 6 P 6 D 7 0 0 2, 3 1 5 8 4 7 3, 1 6 2 1 0 0 % 3 1 2 6 6 , 2 5 2 3 , 4 4 6 1 , 2 6 1 4 , 7 0 7 0 1 , 8 6 5 1 , 8 6 5 - 3 2 0 0 - 3 2 0 DE N T O N T A P R O A D SA N D Y L A K E R O A D C I T Y L I M I T ( N O R T H ) 6 0 2 0 1 . 1 4 6 P 6 D 7 0 0 2, 1 6 2 1 , 1 0 0 3, 2 6 2 1 0 0 % 2 3 9 4 4 , 7 8 9 2 , 4 6 5 1 , 2 5 4 3 , 7 1 9 0 1 , 1 4 0 1 , 1 4 0 - 7 1 0 - 7 1 MA C A R T H U R B L V D . BE L T L I N E R O A D N . O F R I V E R C H A S E 1 5 6 5 0 . 3 0 6 C 4 D 6 2 5 1, 4 1 9 7 4 5 2, 1 6 4 1 0 0 % 5 5 6 1 , 1 1 2 4 2 1 2 2 1 6 4 1 1 3 5 3 3 5 4 7 0 0 0 0 MA C A R T H U R B L V D . N. O F R I V E R C H A S E S A N D Y L A K E R O A D 4 9 4 0 0 . 9 4 4 C 4 D 6 2 5 1, 4 1 9 7 4 5 2, 1 6 4 1 0 0 % 1 1 7 0 2 , 3 3 9 1 , 3 2 8 6 9 7 2 , 0 2 5 0 4 7 2 4 7 2 - 1 5 8 0 - 1 5 8 MA C A R T H U R B L V D SA N D Y L A K E R O A D C I T Y L I M I T ( N O R T H ) 1 0 0 0 0 1 . 8 9 4 C 4 D 6 2 5 1, 2 9 3 6 2 3 1, 9 1 6 1 0 0 % 2 3 6 7 4 , 7 3 5 2 , 4 4 9 1 , 1 8 0 3 , 6 2 9 0 1 , 1 8 8 1 , 1 8 8 - 8 1 0 - 8 1 Su b t o t a l 27 . 9 0 68 , 7 5 6 2 5 , 3 1 0 1 8 , 2 0 0 4 3 , 5 1 1 1 0 , 3 7 8 1 6 , 3 1 9 2 6 , 6 9 7 - 1 , 3 1 1 - 1 4 1 - 1 , 4 5 1 Tr a f f i c c o u n t s c o n d u c t e d i n A u g u s t 2 0 1 1 Ho u r l y V e h i c l e - M i l e Ca p a c i t y p e r L a n e Mi l e o f R o a d w a y F a c i l i t y Ro a d w a y F a c i l i t y T y p e D e s i g n a t i o n f o r L O S " C / D " Pr i n c i p a l A r t e r i a l - D i v i d e d P 6 D 7 0 0 Di v i d e d L o c a l A r t e r i a l s C 4 D 6 2 5 Un d i v i d e d C o l l e c t o r s - 4 l a n e C 4 U 4 4 0 Un d i v i d e d C o l l e c t o r s - 2 L a n e C 2 U 3 5 0 Di r e c t i o n Co p p e l l R o a d w a y I m p a c t F e e s 2 0 1 1 Ex i s t i n g R o a d w a y C a p a c i t y , D e m a n d , E x c e s s C a p a c i t y a n d D e f i c i e n c i e s PM P e a k - H o u r V o l u m e Fr e e s e a n d N i c h o l s , I n c . 4 0 5 5 I n t e r n a t i o n a l P l a z a , S t e . 2 0 0 Fort Worth, Texas 76109-4895 Water, Wastewater and Roadway Impact Fee Report City of Coppell Appendix E Projected Vehicle‐Miles of New Demand Year 2011 TOTAL SERVICE UNITS1 Unit of Trip No. of Land Use (Veh-Mi/Dev Unit) Generation Units per Acre2 Acres Veh-Mile3 Commercial Commercial/Office/Retail 5.13 1000 sq.ft. GFA 10.89 309 17,282 4Freeway Commercial/Office/Retail 5.13 1000 sq.ft. GFA 10.89 94 3,157 *Light Industrial 2.55 1000 sq.ft. GFA 15.24 1,369 53,138 Public Institutional 1.72 1000 sq.ft. GFA 15.24 497 13,063 Residential Residential High Density 2.60 DU 16 181 7,521 Residential Medium Density 3.90 DU 4 34 535 Residential Low Density 3.90 DU 2 2,755 21,506 Parks and Open Space 0.38 Acres 1 905 340 Total 6,144 116,541 * Assumed 77% of the existing developed non-residential is industrial Year 2021 TOTAL SERVICE UNITS1 Unit of Trip No. of Land Use (Veh-Mi/Dev Unit) Generation Units per Acre2 Acres Veh-Mile3 Commercial Commercial/Office/Retail 5.13 1000 sq.ft. GFA 10.89 480 26,781 4Freeway Commercial/Office/Retail 5.13 1000 sq.ft. GFA 10.89 689 23,085 Light Industrial 2.55 1000 sq.ft. GFA 15.24 1,578 61,267 Public Institutional 1.72 1000 sq.ft. GFA 15.24 497 13,074 Residential Residential High Density 2.60 DU 16 181 7,521 Residential Medium Density 3.90 DU 4 512 7,993 Residential Low Density 3.90 DU 2 2,756 21,509 Parks and Open Space 0.38 Acres 1 1,183 445 Total 7,875 161,674 Difference 2011-2021 TOTAL SERVICE UNITS1 Unit of Trip No. of Land Use (Veh-Mi/Dev Unit) Generation Units per Acre2 Acres Veh-Mile3 Commercial Commercial/Office/Retail 5.13 1000 sq.ft. GFA 10.89 170 9,499 4Freeway Commercial/Office/Retail 5.13 1000 sq.ft. GFA 10.89 595 19,929 Light Industrial 2.55 1000 sq.ft. GFA 15.24 209 8,129 Public Institutional 1.72 1000 sq.ft. GFA 15.24 01 1 Residential Residential High Density 2.60 DU 16 00 Residential Medium Density 3.90 DU 4 478 7,458 Residential Low Density 3.90 DU 2 00 Parks and Open Space 0.38 Acres 1 279 105 Total 1,732 45,131 ACRES TO UNIT OF TRIP GENERATION CONVERSION FACTORS Number of Dwelling Units per Acre Notes: (High Density) 16 units per acre 1 See Average Land Use Trip Calculations 2 See Trip Generation Conversion Factors Number of Dwelling Units per Acre 3 Calculated by multiplying the Total Service Units by the No. of units (Medium Density) 4 units per acre per Acres by the Acres provided in the land use assumptions 4 Reduce the Freeway Commercial/Office/Retail by 40%. Number of Dwelling Units per Acre The 40% represents the number of trips added to the (Low Density) 2 units per acre Freeway system and not the Coppell Roadway System Gross Floor Area per Acre (Commercial) 25% coverage 10.89* sq ft per acre Gross Floor Area per Acre (Light Industrial) 35% coverage 15.24* sq ft per acre Gross Floor Area per Acre (Public Institutional) 35% coverage 15.24* sq ft per acre *all #'s are for 1,000 square feet INCREASE IN VEH-MILES Projected Vehicle Miles of New Demand YEAR 2011 (EXISTING) YEAR 2021 (PROJECTED) Freese and Nichols, Inc. 4055 International Plaza, Ste. 200 Fort Worth, Texas 76109-4895 Water, Wastewater and Roadway Impact Fee Report City of Coppell Appendix F Engineer’s Opinion of Probable Construction Cost Roadway Description:Quantity Unit Roadway Length 4,050 LF Right-of-Way Width 95 FT Roadway Width (BOC - BOC) 50 FT Undivided Roadway = 1 , Divided Roadway = 2 2 Item No. Item Description Quantity Unit Unit Cost Total Cost 1 Mobilization (5% of Construction Cost) 1 LS $160,000.00 $160,000 2 Right of Way Preparation 10 ACRE $2,000.00 $20,000 3 Pavement Removal 12,400 SY $8.00 $99,200 4 Unclassified Street Excavation or Embankment 7,500 CY $10.00 $75,000 5 8" Reinforced Concrete Pavement 24,800 SY $28.00 $694,400 6 8" Lime or Cement Stabilized Subgrade 25,800 SY $4.00 $103,200 7 Lime or Cement for Stabilization (40lbs/SY) 600 TON $100.00 $60,000 8 6" Monolithic Curb 17,900 LF $5.00 $89,500 9 Sidewalk and Ramps 40,500 SF $4.00 $162,000 10 Bridge 1 LS $1,300,000.00 $1,300,000 11 Drainage Improvements (RCP, Inlets, MH, Outfalls) 1 LS $261,000.00 $261,000 12 Traffic Signals 1 LS $120,000.00 $120,000 13 Hydromulching 16,700 SY $1.00 $16,700 14 Top Soil 16,700 SY $2.00 $33,400 15 Pavement Markings & Signage 16,200 LF $1.00 $16,200 16 Traffic Control 1 LS $39,000.00 $39,000 17 Erosion Control 1 LS $24,000.00 $24,000 18 Landscaping and Irrigation 1 LS $30,000.00 $30,000 19 Lighting (Foundations, Poles, Conduit, Conductors) 0 EA $4,000.00 $0 Subtotal Construction Cost Estimate $3,303,600 Contingency 20% $660,800 Total Construction Cost Estimate $3,964,400 Right-of-Way Cost 45,000 SF $4.00 $180,000.00 Engineering Services (15% of Construction Cost) 15.0%$594,700.00 Surveying Services (3% of Construction Cost)3.0%$119,000.00 Geotechnical Services (1% of Construction Cost) 1.0%$39,700.00 Testing (1% of Construction Cost) 1.0%$39,700.00 *Total Capital Cost (Based on Unit Prices for Nov. 2011) $4,938,000.00 *Total Capital Cost Per Foot $1,220.00 *Future Capital Cost (Based on 3% Inflation for 10 years) $6,637,000.00 *This estimate does not include Legal, Administration, or Financial Cost Note: The city is only responsible for 20% of cost 4-Lane Divided Local Arterial from Ruby Rd to Sandy Lake Rd Date Performed: 11/28/11 City of Coppell, Texas Conceptual Engineer's Opinion of Probable Construction Cost Estimate Freeport Parkway Project Summary: Roadway Description:Quantity Unit Roadway Length 3,400 LF Right-of-Way Width 110 FT Roadway Width (BOC - BOC) 66 FT Undivided Roadway = 1 , Divided Roadway = 2 2 Item No. Item Description Quantity Unit Unit Cost Total Cost 1 Mobilization (5% of Construction Cost) 1 LS $100,000.00 $100,000 2 Right of Way Preparation 10 ACRE $2,000.00 $20,000 3 Unclassified Street Excavation or Embankment 8,400 CY $10.00 $84,000 4 8" Reinforced Concrete Pavement 27,500 SY $28.00 $770,000 5 8" Lime or Cement Stabilized Subgrade 28,300 SY $4.00 $113,200 6 Lime or Cement for Stabilization (40lbs/SY) 600 TON $100.00 $60,000 7 6" Monolithic Curb 15,000 LF $5.00 $75,000 8 Sidewalk and Ramps 34,000 SF $4.00 $136,000 9 Drainage Improvements (RCP, Inlets, MH, Outfalls) 1 LS $251,640.00 $251,640 10 Traffic Signals 1 LS $120,000.00 $120,000 11 Hydromulching 13,600 SY $1.00 $13,600 12 Top Soil 13,600 SY $2.00 $27,200 13 Pavement Markings & Signage 13,600 LF $1.00 $13,600 14 Traffic Control 1 LS $33,000.00 $33,000 15 Erosion Control 1 LS $20,000.00 $20,000 16 Landscaping and Irrigation 1 LS $65,000.00 $65,000 17 Lighting (Foundations, Poles, Conduit, Conductors) 30 EA $4,000.00 $120,000 Subtotal Construction Cost Estimate $2,022,300 Contingency 20% $404,500 Total Construction Cost Estimate $2,426,800 Right-of-Way Cost 374,000 SF $4.00 $1,496,000.00 Engineering Services (15% of Construction Cost) 15.0%$364,100.00 Surveying Services (3% of Construction Cost)3.0%$72,900.00 Geotechnical Services (1% of Construction Cost) 1.0%$24,300.00 Testing (1% of Construction Cost) 1.0%$24,300.00 *Total Capital Cost (Based on Unit Prices for Nov. 2011) $4,409,000.00 *Total Capital Cost Per Foot $1,300.00 *Future Capital Cost (Based on 3% Inflation for 10 years) $5,926,000.00 *This estimate does not include Legal, Administration, or Financial Cost Note: The city is only responsible for 20% of cost 6-Lane Divided Principal Arterial from SH 121 to Sandy Lake Road Date Performed: 11/28/11 City of Coppell, Texas Conceptual Engineer's Opinion of Probable Construction Cost Estimate Freeport Parkway Project Summary: OPINION OF PROBABLE CONSTRUCTION COST SCHEMATIC DESIGN PHASE TEAGUE NALL AND PERKINS, INC. CONSULTING ENGINEERS CLIENT: CITY OF COPPELL DESCRIPTION: WEST SANDY LAKE ROAD - PHASE II (COPPELL ROAD NORTH TO DENTON TAP ROAD) DATE: APRIL 2004 ITEM NO. DESCRIPTION OF ITEMS QUANTITY UNIT UNIT COST TOTAL PAVING IMPROVEMENTS 1 RIGHT-OF-WAY PREPARATION 7820 STA $25.00 $195,500 2 MOBILIZATION 1 LS $200,000.00 $200,000 3 CONCRETE REMOVAL 5000 SY $5.00 $25,000 4 HMAC REMOVAL 17100 SY $5.00 $85,500 5 UNCLASSIFIED STREET EXCAVATION 50000 CY $6.00 $300,000 6 8" CEMENT STABLIZED SUBGRADE 44000 SY $1.85 $81,400 7 CEMENT STABLIZATION (42#/SY) 924 TON $85.00 $78,540 8 8" REINFORCED CONCRETE PAVEMENT 42400 SY $27.50 $1,166,000 9 8" ENHANCED PAVEMENT 1500 SY $100.00 $150,000 10 REMOVE 6" HMAC PAVEMENT TRANSITION 1450 SY $5.00 $7,250 11 STEPPED BLOCK RETAINING WALLS 750 SF $25.00 $18,750 12 6" REINFORCED CONCRETE DRIVEWAY 800 SY $30.00 $24,000 13 PVC CONDUIT 5800 LF $10.00 $58,000 14 PAVEMENT MARKINGS AND SIGNAGE 1 LS $80,000.00 $80,000 15 BARRICADES, SIGNS & TRAFFIC CONTROL 1 LS $200,000.00 $200,000 16 EROSION CONTROL 1 LS $50,000.00 $50,000 17 10' BIKE PATH 53100 SF $3.50 $185,850 18 5' SIDEWALK 25650 SF $3.00 $76,950 19 STREET LIGHT FOUNDATION 60 EA $2,000.00 $120,000 20 RESTORE PARKWAYS 7820 STA $20.00 $156,400 21 RESTORE/RECONSTRUCT EXISTING IRRIGATION 1 LS $30,000.00 $30,000 SUBTOTAL PAVING $3,289,140 BRIDGE IMPROVEMENTS 1 DEMO EXISTING BRIDGE 1 EA $35,000.00 $35,000 2 FLEXIBLE BASE 280 CY $50.00 $14,000 3 18" DRILL PIERS 152 LF $60.00 $9,120 4 30" DRILLED PIERS 375 LF $90.00 $33,750 5 CONCRETE ABUTMENTS 105 CY $550.00 $57,750 6 CONCRETE BENTS 83 CY $600.00 $49,800 7 8" THICK BRIDGE DECK 13004 SF $12.00 $156,048 8 EXPOXY WATERPROOFING 3650 SF $1.00 $3,650 9 CONCRETE SURFACE TREATMENT 12716 SF $1.50 $19,074 10 TYPE C PRESTRESSED CONCRETE GIRDERS 1581 LF $70.00 $110,670 11 CONCRETRE RIP-RAP 175 CY $250.00 $43,750 12 STRUCTURAL STEEL - ARMOR JOINT 6400 LB $4.00 $25,600 13 SPECIAL TRAFFIC / PEDESTRIAN RAIL 193 LF $125.00 $24,125 14 SPECIAL TRAFFIC / BICYCLE RAIL 386 LF $140.00 $54,040 15 CONCRETE APPROACH SLABS 144 CY $250.00 $36,000 16 METAL BEAM GUARD FENCE 400 LF $25.00 $10,000 17 ELECTRICAL CONDUIT 880 LF $3.00 $2,640 18 LIGHT STANDARDS 4 EA $1,500.00 $6,000 19 ENHANCED PAVEMENT 2175 SF $5.00 $10,875 SUBTOTAL BRIDGE $701,892 WATER IMPROVEMENTS 1 RELOCATE / ADJUST 24" WATER LINE 700 LF $150.00 $105,000 2 RELOCATE MISC. WATER (HYDRANTS, VALVES, ETC) 1 LS $50,000.00 $50,000 SUBTOTAL WATER $155,000 SANITARY SEWER IMPROVEMENTS 1 8" SS LINE 230 LF $100.00 $23,000 2 ADJUST MH & MISC. 1 LS $10,000.00 $10,000 SUBTOTAL SANITARY SEWER $33,000 UTILITY ADJUSTMENTS 1 RELOCATE TXU OVERHEAD TRASMISSION POLES 4 EA $10,000.00 $40,000 SUBTOTAL UTILITY ADJUSTMENT $40,000 STORM DRAIN IMPROVEMENTS 1 DEMO RCP STORM DRAIN 849 LF $7.50 $6,368 2 DEMO HEADWALLS 6 EA $500.00 $3,000 3 CONNECT TO EXISTING RCP 7 EA $400.00 $2,800 4 CONNECT TO EXISTING 10x8 RCB 1 EA $1,500.00 $1,500 5 5'X3' RCB 385 LF $215.00 $82,775 6 6'X3' RCB 190 LF $225.00 $42,750 7 6'X4' RCB 440 LF $230.00 $101,200 8 9'X6' RCB 130 LF $300.00 $39,000 9 10'X8' RCB 50 LF $360.00 $18,000 10 48" CLASS III RCP 240 LF $100.00 $24,000 11 42" CLASS III RCP 110 LF $95.00 $10,450 12 39" CLASS III RCP 85 LF $90.00 $7,650 13 36" CLASS III RCP 440 LF $70.00 $30,800 14 33" CLASS III RCP 275 LF $65.00 $17,875 15 30" CLASS III RCP 185 LF $60.00 $11,100 16 27" CLASS III RCP 50 LF $55.00 $2,750 17 24" CLASS III RCP 665 LF $50.00 $33,250 18 21" CLASS III RCP 455 LF $45.00 $20,475 19 18" CLASS III RCP 900 LF $40.00 $36,000 20 10' RECESSED CURB INLET 6 EA $2,500.00 $15,000 21 12' RECESSED CURB INLET 5 EA $2,750.00 $13,750 22 14' RECESSED CURB INLET 5 EA $3,000.00 $15,000 23 20' RECESSED CURB INLET 5 EA $3,500.00 $17,500 24 4' COMBINATION INLET 1 EA $2,500.00 $2,500 25 6x6 DROP INLET 1 EA $5,000.00 $5,000 26 6' SQUARE MANHOLE 2 EA $5,000.00 $10,000 27 5' SQUARE MANHOLE 1 EA $4,000.00 $4,000 28 4' SQUARE MANHOLE 7 EA $3,000.00 $21,000 29 TRENCH SAFETY 4600 LF $2.00 $9,200 30 WINGWALL FOR MBC 9x6 1 EA $10,000.00 $10,000 SUBTOTAL DRAINAGE $614,693 TRAFFIC SIGNAL IMPROVEMENT 1 SIGNALIZATION FOR 2 INTERSECTIONS 1 LS $155,000.00 $155,000 SUBTOTAL SIGNALIZATION $155,000 LANDSCAPING / IRRIGATION 1 WEST SANDY LAKE ROAD 1 LS $500,000.00 $500,000 2 404 MITIGATION 1 LS $50,000.00 $50,000 SUBTOTAL LANDSCAPING $550,000 OPINION OF PROBABLE CONSTRUCTION COST SCHEMATIC DESIGN PHASE TEAGUE NALL AND PERKINS, INC. CONSULTING ENGINEERS CLIENT: CITY OF COPPELL DESCRIPTION: WEST SANDY LAKE ROAD - PHASE II (COPPELL ROAD NORTH TO DENTON TAP ROAD) DATE: APRIL 2004 COST OPINION SUMMARY-PHASE II I PAVING IMPROVEMENTS $3,289,140 II BRIDGE IMPROVEMENTS $701,892 III WATER IMPROVEMENTS $155,000 IV SANITARY SEWER IMPROVEMENTS $33,000 V UTILITY ADJUSTMENTS $40,000 VI STORM DRAIN IMPROVEMENTS $614,693 VII TRAFFIC SIGNAL IMPROVEMENTS $155,000 VIII LANDSCAPING IMPROVEMENTS $550,000 SUBTOTAL $5,538,725 CONTINGENCY (10%) $553,870 CONSTRUCTION TOTAL $6,093,000 FLOODPLAIN/ENVIRONMENTAL APPLICATION FEES $9,000 PROJECT TOTAL $6,102,000 Water, Wastewater and Roadway Impact Fee Report City of Coppell Appendix G Roadway Improvements Plan Project CIP Service Units of Supply Le n g t h L e n g t h L a n e s T y p e V e h - M i Pr o j e c t R o a d w a y F r o m T o ( F e e t ) ( M i l e ) C a p a c i t y % i n V e h - M i V e h - M i E x c e s s T o t a l T o t a l Pk - H r A B S e r v i c e T o t a l T o t a l C a p a c i t y P r o j e c t P r o j e c t Pe r l a n e N o r t h b o u n d S o u t h b o u n d A r e a S u p p l y D e m a n d P e a k - H o u r C o s t C o s t Ea s t b o u n d W e s t b o u n d P e a k - H o u r P e a k - H o u r V e h - M i w / F i n a n c i n g RE C O U P E M E N T P R O J E C T S 1* S A N D Y L A K E R O A D C I T Y L I M I T ( W E S T ) C O P P E L L R O A D 4 9 8 0 0 . 9 4 4 C 4 D 6 2 5 3 1 2 4 6 5 1 0 0 % 2 , 3 5 8 7 3 3 1 , 6 2 5 $ 4 , 6 9 7 , 9 0 8 $ 6 , 2 9 6 , 0 0 0 2* S A N D Y L A K E R O A D M A C A R T H U R B L V D C I T Y L I M I T ( E A S T ) 4 9 2 0 0 . 9 3 4 C 4 D 6 2 5 5 6 5 1 , 4 0 1 1 0 0 % 2 , 3 3 0 1 , 8 3 2 4 9 8 $ 5 , 1 9 3 , 7 2 0 $ 6 , 9 6 0 , 0 0 0 3* B E T H E L R O A D C I T Y L I M I T ( W E S T ) F R E E P O R T P K W Y 6 4 3 0 1 . 2 2 4 C 4 D 6 2 5 3 7 3 3 2 8 1 0 0 % 3 , 0 4 5 8 5 3 2 , 1 9 2 $ 7 , 2 8 0 , 3 2 1 $ 9 , 7 5 6 , 0 0 0 4* S O U T H W E S T E R N B L V D C O P P E L L R O A D D E N T O N T A P R O A D 1 5 0 0 0 . 2 8 4 C 4 U 4 4 0 1 9 7 1 5 4 1 0 0 % 5 0 0 1 0 0 4 0 0 $ 1 , 2 0 4 , 3 4 9 $ 1 , 6 1 4 , 0 0 0 5* M A C A R T H U R B L V D . B E T H E L S C H O O L R O A D B E L T L I N E R O A D 2 6 3 0 0 . 5 0 6 P 6 D 7 0 0 1 , 4 1 9 7 4 5 1 0 0 % 2 , 0 9 2 1 , 0 7 8 1 , 0 1 4 $ 3 2 5 , 3 9 4 $ 4 3 7 , 0 0 0 EX P A N S I O N P R O J E C T S 6* S A N D Y L A K E R O A D C O P P E L L R O A D D E N T O N T A P R O A D 5 8 7 0 1 . 1 1 4 C 4 D 6 2 5 6 4 5 6 8 2 1 0 0 % 2 , 7 7 9 1 , 4 7 5 1 , 3 0 4 $ 6 , 1 0 2 , 0 0 0 $ 8 , 1 7 7 , 0 0 0 7* * F R E E P O R T P K W Y S H 1 2 1 S A N D Y L A K E R O A D 3 1 7 0 0 . 6 0 6 P 6 D 7 0 0 0 0 1 0 0 % 2 , 5 2 2 0 2 , 5 2 2 $ 8 8 1 , 8 0 0 $ 1 , 1 8 2 , 0 0 0 8* * F R E E P O R T P K W Y R U B Y R O A D S A N D Y L A K E R O A D 3 9 4 0 0 . 7 5 4 C 4 D 6 2 5 7 5 8 1 2 8 1 0 0 % 1 , 8 6 6 6 6 1 1 , 2 0 4 $ 9 8 7 , 6 0 0 $ 1 , 3 2 4 , 0 0 0 Su b t o t a l 6. 3 3 1 7 , 4 9 1 6 , 7 3 2 1 0 , 7 5 9 $ 2 6 , 6 7 3 , 0 9 1 $ 3 5 , 7 4 6 , 0 0 0 Ho u r l y V e h i c l e - M i l e Ca p a c i t y p e r L a n e Mi l e o f R o a d w a y F a c i l i t y Ro a d w a y F a c i l i t y T y p e D e s i g n a t i o n f o r L O S " C / D " Pr i n c i p a l A r t e r i a l - D i v i d e d P 6 D 7 0 0 Di v i d e d L o c a l A r t e r i a l s C 4 D 6 2 5 Un d i v i d e d C o l l e c t o r s - 4 l a n e C 4 U 4 4 0 Un d i v i d e d C o l l e c t o r s - 2 L a n e C 2 U 3 5 0 PM P e a k - H o u r V o l u m e Di r e c t i o n Co p p e l l R o a d w a y I m p a c t F e e - 2 0 1 1 Ro a d w a y I m p r o v e m e n t s P l a n P r o j e c t CI P S e r v i c e U n i t s o f S u p p l y Water, Wastewater and Roadway Impact Fee Report City of Coppell Appendix H Land Use Vehicle‐Mile Equivalency Table LA N D U S E I T E L a n d U s e 1 IT E L a n d U s e D e v e l o p m e n t T r i p G e n e r a t i o n N o . o f P a s s B y D i v e r t e d A v e r a g e A v e r a g e L a n d U s e T r i p N C T C O G 5 1/2 Trip Average Total Service Units Co d e U n i t Ra t e 2 St u d i e s Ra t e 3 Tr i p s 4 Tr i p R a t e R a t e w i t h d e d u c t i o n s T r i p L e n g t h L e n g t h Trip Length 6 (Veh-Mi/Dev Unit )7 Co m m e r c i a l / O f f i c e / R e t a i l Ge n e r a l O f f i c e 7 1 0 1 0 0 0 s q . f t . 1 . 4 9 2 3 5 0 0 9 . 6 0 4 . 8 0 Me d i c a l - D e n t a l O f f i c e 7 2 0 1 0 0 0 s q . f t . 3 . 4 6 4 3 0 0 9 . 6 0 4 . 8 0 El e c t r o n i c S u p e r s t o r e 8 6 3 1 0 0 0 s q . f t . 4 . 5 3 0 . 4 0 . 3 3 3 . 9 0 1 . 9 5 Ph a r m a c y w i t h d r i v e t h r u 8 8 1 1 0 0 0 s q . f t . 1 0 . 3 5 1 9 0 . 4 9 0 . 1 3 1 . 5 0 0 . 7 5 To y S u p e r s t o r e 8 6 4 1 0 0 0 s q . f t . 4 . 9 9 2 0 0 4 . 3 0 2 . 1 5 Sp e c i a l t y R e t a i l C e n t e r 8 1 4 1 0 0 0 s q . f t . 2 . 7 1 5 0 0 3 . 1 0 1 . 5 5 Fr e e s t a n d i n g D i s c o u n t S u p e r s t o r e 8 1 3 1 0 0 0 s q . f t . 4 . 6 1 6 4 0 . 2 8 0 3 . 8 0 1 . 9 0 Ap p a r e l S t o r e 8 7 6 1 0 0 0 s q . f t . 3 . 8 3 7 0 0 3 . 1 0 1 . 5 5 Re s t u r a n t 9 3 2 1 0 0 0 s q . f t . 1 1 . 1 5 4 6 0 . 4 3 0 . 1 7 3 . 8 0 1 . 9 0 Sh o p p i n g C e n t e r 8 2 0 1 0 0 0 s q . f t . 3 . 7 3 4 1 2 0 . 3 4 0 . 1 9 6 . 4 0 3 . 2 0 Su p e r m a r k e t 8 5 0 1 0 0 0 s q . f t . 1 0 . 5 4 0 0 . 3 6 0 . 3 1 2 . 1 0 1 . 0 5 Fa s t f o o d w i t h d r i v e t h r u 9 3 4 1 0 0 0 s q . f t . 3 3 . 8 4 1 1 8 0 . 4 9 0 . 1 1 4 . 3 0 2 . 1 5 Au t o m o t i v e C a r e C e n t e r 9 4 2 1 0 0 0 s q . f t . 3 . 3 8 5 0 0 4 . 5 0 2 . 2 5 Ho t e l 3 1 0 R o o m s 0 . 5 9 2 5 0 0 6 . 4 0 3 . 2 0 Ba n k w i t h D r i v e T h r u 9 1 2 1 0 0 0 s q . f t . 2 5 . 8 2 7 1 0 . 4 7 0 . 2 6 2 . 5 0 1 . 2 5 Ho m e I m p r o v e m e n t S u p e r s t o r e 8 6 2 1 0 0 0 s q . f t . 2 . 3 7 3 9 0 . 4 8 0 . 0 9 3 . 9 0 1 . 9 5 Au t o P a r t s S a l e s 8 4 3 1 0 0 0 s q . f t . 5 . 9 8 5 0 . 4 3 0 . 1 3 2 . 3 0 1 . 1 5 Ga r d e n C e n t e r 8 1 7 1 0 0 0 s q . f t . 3 . 8 1 2 0 0 3 . 1 0 1 . 5 5 Ar t s a n d C r a f t s S t o r e 8 7 9 1 0 0 0 s q . f t . 6 . 2 1 2 0 0 2 . 3 0 1 . 1 5 Co n v e n i e n c e M a r k e t w i t h G a s o l i n e P u 85 3 F u e l i n g P o s i t i o n s 1 9 . 0 7 5 4 0 . 6 6 0 . 1 8 1 . 8 0 0 . 9 0 Fu r n i t u r e S t o r e 8 9 0 1 0 0 0 s q . f t . 0 . 4 5 1 9 0 . 5 3 0 . 1 6 4 . 8 0 2 . 4 0 Di s c o u n t C l u b 8 5 7 1 0 0 0 s q . f t . 4 . 2 4 2 5 0 0 4 . 0 0 2 . 5 2 2 . 3 0 1 . 1 5 2 . 0 3 5.13 Li g h t I n d u s t r i a l Ge n e r a l L i g h t I n d u s t r i a l 1 1 0 1 0 0 0 s q . f t . 0 . 9 7 2 7 0 0 6 . 6 0 3 . 3 0 In d u s t r i a l P a r k 1 3 0 1 0 0 0 s q . f t . 0 . 8 6 4 2 0 0 6 . 6 0 3 . 3 0 Ma n u f a c t u r i n g 1 4 0 1 0 0 0 s q . f t . 0 . 7 3 5 6 0 0 6 . 6 0 3 . 3 0 Mi n i W a r e h o u s e ( S e l f S t o r a g e ) 1 5 1 1 0 0 0 s q . f t . 0 . 2 6 1 3 0 0 6 . 6 0 3 . 3 0 Ut i l i t i e s 1 7 0 1 0 0 0 s q . f t . 0 . 7 6 3 0 0 0 . 7 7 0 . 7 7 6 . 6 0 3 . 3 0 3 . 3 0 2.55 Pu b l i c I n s t i t u t i o n a l Mi d d l e / J r h i g h s c h o o l 5 2 2 1 0 0 0 s q . f t . 1 . 1 9 9 0 0 4 . 2 0 2 . 1 0 Pr i v a t e S c h o o l ( K - 8 ) 5 3 4 S t u d e n t s 0 . 6 8 0 0 4 . 2 0 2 . 1 0 Hi g h S c h o o l 5 3 0 1 0 0 0 s q . f t . 0 . 9 7 2 2 0 0 4 . 2 0 2 . 1 0 Da y C a r e C e n t e r 5 6 5 S t u d e n t s 0 . 8 2 7 1 0 0 4 . 2 0 2 . 1 0 Jr . / C o m m u n i t y C o l l e g e 54 0 S t u d e n t s 0 . 1 2 5 0 0 6 . 0 0 3 . 0 0 Ch u r c h 5 6 0 1 0 0 0 s q . f t . 0 . 5 5 1 2 0 0 0 . 8 1 0 . 8 1 2 . 9 0 1 . 4 5 2 . 1 4 1.72 Re s i d e n t i a l - H i g h D e n s i t y Ap a r t m e n t 2 2 0 D U 0 . 6 2 9 0 0 0 0 . 6 2 0 . 6 2 8 . 4 0 4 . 2 0 4 . 2 0 2.60 Re s i d e n t i a l - M e d i u m / L o w D e n s i t y Si n g l e - f a m i l y d e t a c h e d h o u s i n g 2 1 0 D U 1 . 0 1 3 1 4 0 0 8 . 4 0 4 . 2 0 Re s i d e n t i a l C o n d o m i n i u m / T o w n h o u s 23 0 D U 0 . 5 2 6 2 0 0 0 . 9 3 0 . 9 3 8 . 4 0 4 . 2 0 4 . 2 0 3.90 Pa r k s a n d O p e n S p a c e Ci t y P a r k 4 1 1 a c r e s 0 . 1 6 3 0 0 0 . 1 6 0 . 1 6 4 . 7 0 2 . 3 5 2 . 3 5 0.38 No t e s : 1 S o u r c e I T E T r i p G e n e r a t i o n M a n u a l 8 t h E d i t i o n 2 A v e r a g e n u m b e r o f P M p e a k h o u r t r i p s p e r d e v e l o p m e n t u n i t 3 S o u r c e T r i p G e n e r a t i o n H a n d b o o k , 2 n d E d i t i o n 4 S o u r c e T r i p G e n e r a t i o n H a n d b o o k , 2 n d E d i t i o n 5 So u r c e N C T C O G 1 9 8 4 & 1 9 9 4 W o r k p l a c e S u r v e y a n d 2 0 0 1 N a t i o n a l H o u s e h o l d T r a v e l S u r v e y 6 Mi n i m u m a v e r a g e v a l u e o f 1 / 2 t r i p l e n g t h o r 6 m i l e s 7 Ca l c u l a t e d b y m u l t i p l y i n g t h e a v e r a g e t r i p l e n g t h b y t h e a v e r a g e t r i p r a t e w / d e d u c t i o n s CI T Y O F C O P P E L L AV E R A G E L A N D U S E T R I P C A L C U L A T I O N S