8" SOUTHRIDGE STORM SEWER CURB INLET S.RIM= I.E.= " 58 STORM SEWER CURB INLET E.RIM= I.E.= th STREET 8" 18" 30" 60

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12 SOTHRIDGE S.RIM= I.E.= E.RIM= I.E.= th STREET 1 30" 60 S.RIM= I.E.= M I L L A R D H I G H L A N D S S O T H 2 N D. P L A T T I N G HIGHLAND BOLEVARD MILLARD HIGHLANDS SOTH " RCP F.E.S. I.E.= RIM= I.E.= BELLA LA VISTA REPLAT 1 1 CENTECH BSINESS PARK E.RIM= I.E.= CHANDLER ROAD S.RIM= I.E.= ND STREET BLDG. 1 TYPE C CLB HOSE LOT ACRES LOT ACRES PHASE 1 20' BLDG. 3 TYPE B BLDG. 2 TYPE A 11 BLDG. TYPE B BLDG. 5 TYPE B 5 BLDG. TYPE B 8 BLDG. 6 TYPE A PHASE 2 BLDG. 8 TYPE B BLDG. 9 TYPE A LOTS 1, 2 AND OTLOT A BEING A REPLATTING OF LOT 2, BELLA LA VISTA, A SBDIVISION IN SARPY CONTY, NEBRASKA PROJECT SITE thompson, dreessen & do er, inc Old Mill Rd Omaha, NE 6815 p Project Name Bella La Vista Apartments 0' 50' 100' 29 CENTECH BSINESS PARK TAX LOT 5B SE 1/ E.RIM= I.E.= S.RIM= I.E.= C O N C R E T E 1 S.RIM= I.E.= FTRE DEVELOPMENT I N T E R S T A T E I VICINITY MAP Client Name Garrison Development OTLOT A ACRES TYPICAL PARKING GARAGE WITH TANDEM PARKING IN FRONT STANDARD PARKING STALL STRIPING DETAIL SBDIVIDER 2 CENTECH BSINESS PARK I N T E R S T A T E H I G H W A Y 8 0 PHASE REQIRED GARAGES PARKING SMMARY PROVIDED GARAGES REQIRED STALLS PROVIDED STALLS TOTAL REQIRED SPACES TOTAL PROVIDED SPACES PHASE 1 *30 30 ** PHASE 2 *2 2 ** TOTAL * ** * = PER CITY OF LA VISTA ORDINANCE GARAGE STALLS ARE REQIRED AT A RATE OF 0.5 GARAGE STALLS PER NIT ENGINEER LEGAL DESCRIPTION Professional Seal S.RIM=102.1 I.E.= E.RIM=101.3 I.E.=106.6 CENTECH ROAD n d S T R E E T OTLOT "B" 1 T RIM ELEV.: I.E.(OT): I.E.(IN): 'x6' BOX CLVERT ELEV.: 10. CONCRETE HEADWALL S.W.RIM= I.E.= PHASE BILDINGS *OFFICE PARKING (1960 SQ. FT) ** = PER CITY OF LA VISTA ORDINANCE PARKING STALLS ARE REQIRED AT A RATE OF 1.0 STALLS PER BEDROOM (PHASE 1 ALSO INCLDES OFFICE PARKING) SITE SMMARY NITS BEDROOMS ACRES ACRES WITH R.O.W. DEDICATED DENSITY WITHOT R.O.W. DEDICATION DENSITY WITH DEDICATION PHASE 1 3 BILDINGS 10 STALLS 60 NITS 132 BEDROOMS 5.9 AC..5 AC NITS/AC NITS/AC. PHASE 2 6 BILDINGS 1 NITS 252 BEDROOMS AC AC NITS/AC NITS/AC. TOTAL 9 BILDINGS 10 STALLS 20 NITS 38 BEDROOMS 1.69 AC AC NITS/AC NITS/AC. * = PER CITY OF LA VISTA ORDINANCE ONE PARKING STALL IS REQIRED PER 200 SQARE FEET OF RESIDENTIAL OFFICE SPACE NOTES Revision Dates No. Description MM-DD-YY 1 PROJECT DENSITIES 1260 LEGEND EXISTING CONTORS Drawn By: RTM Reviewed By: DSD Job No.: Date: " CMP I.E.= OTLOT "A" T PHASE BILDINGS (SQ. FT) PAVING (SQ. FT) WITHOT RIGHT-OF-WAY DEDICATION TOTAL IMPERVIOS AREA (SQ. FT) TOTAL ACRES TOTAL SQARE FEET PERCENT IMPERVIOS BILDINGS (SQ. FT) PAVING (SQ. FT) WITH RIGHT-OF-WAY DEDICATION TOTAL IMPERVIOS AREA (SQ. FT) TOTAL ACRES TOTAL SQARE FEET PERCENT IMPERVIOS PHASE 1 2,20 69,500 96, AC. 239,1 0.53% 2,20 58,658 86,08.5 AC. 206, % PHASE 2 9,60 16,00 2, AC. 531, % 9,60 126, , AC. 5,65 3.3% TOTAL 10, ,900 30, AC. 0,56.25% 10, , , AC. 682, % 120 PROPOSED CONTORS PROPOSED PROPOSED PROPOSED PHASE LINE CONTROLLED ADVERTISING LINE EASEMENT GRANTED TO THE STATE OF NEBRASKA RECORDED IN BOOK 35 AT PAGE 160 OF THE SARPY CONTY RECORDS. PMP AND WELL HOSE EASEMENT AS DESCRIBED IN "RETRN OF APPRAISERS" RECORDED IN BOOK 3 AT PAGE 588 OF THE SARPY CONTY RECORDS. 20 FOOT WIDE EASEMENT GRANTED TO SANITARY AND IMPROVEMENT DISTRICT NO. 10 RECORDED IN BOOK 52 AT PAGE 386 OF THE SARPY CONTY RECORDS. Sheet Title Preliminary Planned nit Development Site Plan Sheet Number C1.0

13 th STREET 60 M I L L A R D H I G H L A N D S S O T H 2 N D. P L A T T I N G HIGHLAND BOLEVA MILLARD HIGHLANDS SOTH ' D 132ND STREET BLDG. 1 TYPE C PLAY AREA CLB HOSE 2 1 LOT ACRES PHASE 1 20' 2 BLDG. 3 TYPE B BLDG. 2 TYPE A 11 BLDG. TYPE B BLDG. 5 TYPE B BLDG. TYPE B BLDG. 6 TYPE A LOT ACRES PHASE 2 BLDG. 8 TYPE B BLDG. 9 TYPE A 0.0' thompson, dreessen & do er, inc Old Mill Rd Omaha, NE 6815 p Project Name Bella La Vista Apartments 5 8 Client Name Garrison Development C O N C R E T E FTRE DEVELOPMENT ' I N T E R S T A T E I ' 30' 60' Professional Seal Revision Dates No. Description MM-DD-YY Drawn By: RTM Reviewed By: DSD Job No.: Date: TH STREET EXTENSION PROFILE Sheet Title Site Grading and Street Profiles Sheet Number CHANDLER PLAZA PROFILE C2.0

14 58 E.RIM= I.E.= th STREET 1 30" 60 S.RIM= I.E.= M I L L A R D H I G H L A N D S S O T H 2 N D. P L A T T I N G HIGHLAND BOL MILLARD HIGHLANDS SOTH " RCP F.E.S. I.E.= WER T.60 C G C C C C C E C ' C C 132ND STREET 1 T T OE OE BLDG. 1 TYPE C PLAY AREA LOT ACRES PHASE 1 BLDG. 2 TYPE A BLDG. TYPE B PLAY AREA BLDG. 6 TYPE A PHASE 2 LOT ACRES BLDG. 8 TYPE B BLDG. 9 TYPE A thompson, dreessen & do er, inc Old Mill Rd Omaha, NE 6815 p Project Name Bella La Vista Apartments D OE OE G CLB HOSE 20' BLDG. 3 TYPE B BLDG. 5 TYPE B BLDG. TYPE B 0.0' OE T HP VALVE SIGN G Client Name Garrison Development C O N C R E T E 1 T T OE OE OE S.RIM= I.E.= FTRE DEVELOPMENT 50.95' ' I N T E R S T A T E I ' 30' 60' Professional Seal Revision Dates LEGEND PROPOSED CONTROLLED ADVERTISING LINE EASEMENT GRANTED TO THE STATE OF NEBRASKA RECORDED IN BOOK 35 AT PAGE 160 OF THE SARPY CONTY RECORDS. PMP AND WELL HOSE EASEMENT AS DESCRIBED IN "RETRN OF APPRAISERS" RECORDED IN BOOK 3 AT PAGE 588 OF THE SARPY CONTY RECORDS. 20 FOOT WIDE EASEMENT GRANTED TO SANITARY AND IMPROVEMENT DISTRICT NO. 10 RECORDED IN BOOK 52 AT PAGE 386 OF THE SARPY CONTY RECORDS. No. Description MM-DD-YY Drawn By: RTM Reviewed By: DSD Job No.: Date: Sheet Title Sanitary Sewer Plan Sheet Number C3.0

15 SOTHRIDGE S.RIM= I.E.= E.RIM= I.E.= th STREET 1 30" 60 S.RIM= I.E.= M I L L A R D H I G H L A N D S S O T H 2 N D. P L A T T I N G HIGHLAND BOL MILLARD HIGHLANDS SOTH " RCP F.E.S. I.E.= RIM= I.E.= BELLA LA VISTA REPLAT 1 1 CENTECH BSINESS PARK E.RIM= I.E.= ND STREET 1 20' LOTS 1, 2, AND 3 BEING A REPLATTING OF LOT 2, BELLA LA VISTA, A SBDIVISION IN SARPY CONTY, NEBRASKA PROJECT SITE thompson, dreessen & do er, inc Old Mill Rd Omaha, NE 6815 p Project Name CHANDLER ROAD S.RIM= I.E.= Bella La Vista Apartments 0' 50' 100' 29 CENTECH BSINESS PARK E.RIM= I.E.= C O N C R E T E 1 I N T E R S T A T E I TAX LOT 5B S.RIM= I.E.= S.RIM= I.E.= VICINITY MAP Client Name Garrison Development SE 1/ LEGEND EXISTING CONTORS SBDIVIDER 120 PROPOSED CONTORS PROPOSED 2 CENTECH BSINESS PARK I N T E R S T A T E H I G H W A Y 8 0 PMP AND WELL HOSE EASEMENT AS DESCRIBED IN "RETRN OF APPRAISERS" RECORDED IN BOOK 3 AT PAGE 588 OF THE SARPY CONTY RECORDS. 20 FOOT WIDE EASEMENT GRANTED TO SANITARY AND IMPROVEMENT DISTRICT NO. 10 RECORDED IN BOOK 52 AT PAGE 386 OF THE SARPY CONTY RECORDS. ENGINEER LEGAL DESCRIPTION Professional Seal S.RIM=102.1 I.E.= SEWER NLET D n d S T R E E T OTLOT "B" 1 T RIM ELEV.: I.E.(OT): I.E.(IN): 'x6' BOX CLVERT ELEV.: 10. CONCRETE HEADWALL S.W.RIM= I.E.= Revision Dates No. Description MM-DD-YY 1 Drawn By: RTM Reviewed By: DSD Job No.: Date: OTLOT "A" T Sheet Title Post Construction Stormwater Management Plan MP 50.3 Sheet Number C.0

16 SOTHRIDGE S.RIM= I.E.= E.RIM= I.E.= th STREET 1 30" 60 S.RIM= I.E.= M I L L A R D H I G H L A N D S S O T H 2 N D. P L A T T I N G HIGHLAND BOL MILLARD HIGHLANDS SOTH " RCP F.E.S. I.E.= RIM= I.E.= BELLA LA VISTA REPLAT 1 1 CENTECH BSINESS PARK E.RIM= I.E.= ND STREET 1 20' LOTS 1, 2, AND 3 BEING A REPLATTING OF LOT 2, BELLA LA VISTA, A SBDIVISION IN SARPY CONTY, NEBRASKA PROJECT SITE thompson, dreessen & do er, inc Old Mill Rd Omaha, NE 6815 p Project Name CHANDLER ROAD S.RIM= I.E.= Bella La Vista Apartments 0' 50' 100' 29 CENTECH BSINESS PARK E.RIM= I.E.= C O N C R E T E 1 I N T E R S T A T E I TAX LOT 5B S.RIM= I.E.= S.RIM= I.E.= VICINITY MAP Client Name Garrison Development SE 1/ LEGEND EXISTING CONTORS SBDIVIDER 120 PROPOSED CONTORS PROPOSED 2 CENTECH BSINESS PARK I N T E R S T A T E H I G H W A Y 8 0 PMP AND WELL HOSE EASEMENT AS DESCRIBED IN "RETRN OF APPRAISERS" RECORDED IN BOOK 3 AT PAGE 588 OF THE SARPY CONTY RECORDS. 20 FOOT WIDE EASEMENT GRANTED TO SANITARY AND IMPROVEMENT DISTRICT NO. 10 RECORDED IN BOOK 52 AT PAGE 386 OF THE SARPY CONTY RECORDS. ENGINEER LEGAL DESCRIPTION Professional Seal S.RIM=102.1 I.E.= SEWER NLET D n d S T R E E T OTLOT "B" 1 T RIM ELEV.: I.E.(OT): I.E.(IN): 'x6' BOX CLVERT ELEV.: 10. CONCRETE HEADWALL S.W.RIM= I.E.= Revision Dates No. Description MM-DD-YY 1 Drawn By: RTM Reviewed By: DSD Job No.: Date: OTLOT "A" T Sheet Title Storm Sewer Plan MP 50.3 Sheet Number C5.0

17 SOTHRIDGE S.RIM= I.E.= E.RIM= I.E.= th STREET 1 30" 60 S.RIM= I.E.= M I L L A R D H I G H L A N D S S O T H 2 N D. P L A T T I N G HIGHLAND BOL MILLARD HIGHLANDS SOTH " RCP F.E.S. I.E.= RIM= I.E.= BELLA LA VISTA REPLAT 1 1 CENTECH BSINESS PARK E.RIM= I.E.= CHANDLER ROAD S.RIM= I.E.= ND STREET LOT ACRES LOT ACRES 20' LOTS 1, 2, AND 3 BEING A REPLATTING OF LOT 2, BELLA LA VISTA, A SBDIVISION IN SARPY CONTY, NEBRASKA PROJECT SITE thompson, dreessen & do er, inc Old Mill Rd Omaha, NE 6815 p Project Name Bella La Vista Apartments 0' 50' 100' 29 CENTECH BSINESS PARK E.RIM= I.E.= C O N C R E T E 1 I N T E R S T A T E I TAX LOT 5B S.RIM= I.E.= S.RIM= I.E.= VICINITY MAP Client Name Garrison Development SE 1/ OTLOT A ACRES 1260 LEGEND EXISTING CONTORS SBDIVIDER 120 PROPOSED CONTORS PROPOSED SILT FENCE PROPOSED 2 CENTECH BSINESS PARK I N T E R S T A T E H I G H W A Y 8 0 CONTROLLED ADVERTISING LINE EASEMENT GRANTED TO THE STATE OF NEBRASKA RECORDED IN BOOK 35 AT PAGE 160 OF THE SARPY CONTY RECORDS. PMP AND WELL HOSE EASEMENT AS DESCRIBED IN "RETRN OF APPRAISERS" RECORDED IN BOOK 3 AT PAGE 588 OF THE SARPY CONTY RECORDS. 20 FOOT WIDE EASEMENT GRANTED TO SANITARY AND IMPROVEMENT DISTRICT NO. 10 RECORDED IN BOOK 52 AT PAGE 386 OF THE SARPY CONTY RECORDS. ENGINEER LEGAL DESCRIPTION Professional Seal S.RIM=102.1 I.E.= SEWER NLET D n d S T R E E T OTLOT "B" 1 T RIM ELEV.: I.E.(OT): I.E.(IN): 'x6' BOX CLVERT ELEV.: 10. CONCRETE HEADWALL S.W.RIM= I.E.= Revision Dates No. Description MM-DD-YY 1 Drawn By: RTM Reviewed By: DSD Job No.: Date: OTLOT "A" T Sheet Title Erosion Control Plan MP 50.3 Sheet Number C6.0

18 SOTHRIDGE S.RIM= I.E.= E.RIM= I.E.= th STREET 1 30" 60 S.RIM= I.E.= M I ' 15' 30' LEGEND EXISTING CONTORS PROPOSED CONTORS thompson, dreessen & do er, inc Old Mill Rd Omaha, NE 6815 p CENTECH BSINESS PARK 132ND STREET Project Name Bella La Vista Apartments E.RIM= I.E.= LOT ACRES 2 CHANDLER ROAD 2 20' 11 Client Name Garrison Development S.RIM= I.E.= C O N C R E T E 1 Professional Seal CENTECH BSINESS PARK E.RIM= I.E.= Revision Dates TAX LOT 5B S.RIM= I.E.= S.RIM= I.E.= No. Description MM-DD-YY SE 1/ Drawn By: RTM Reviewed By: DSD Job No.: Date: Sheet Title 132nd Street Improvements Sheet Number C.0

19 RIM= S.RIM= I.E.= C G C C 12" 1 58 E.RIM= I.E.= " 1 30" 59 12" 130th STREET 1 30" 60 S.RIM= I.E.= M I L L A R D H I G H L A N D S S O T H 2 N D. P L A T T I N G C C C E C C HIGHLAND BOLEVARD C MILLARD HIGHLANDS SOTH " RCP F.E.S. I.E.= RIM= I.E.= " 61 12" 2" E.RIM= I.E.= OE 132ND STREET 1 T T OE OE OE G " / 1 20' 2 6" 2" 2" 2" thompson, dreessen & do er, inc Old Mill Rd Omaha, NE 6815 p Project Name Bella La Vista Apartments CHANDLER ROAD 2 11 S.RIM= I.E.= OE T HP VALVE SIGN G 5 8 BSINESS PARK E.RIM= I.E.= S.RIM= I.E.= C O N C R E T E 1 T T OE OE OE LIGHT POLE, TYP. 2" S.RIM= I.E.= " I N T E R S T A T E I Client Name Garrison Development TAX LOT 5B Professional Seal SE 1/ ' 0' 80' Revision Dates LEGEND PROPOSED ROADWAYS AND PARKING LOTS PROPOSED BILDINGS AND GARAGES PROPOSED RECREATION AREAS PROPOSED GREEN SPACE PROPOSED TREES No. Description MM-DD-YY Drawn By: JJP Reviewed By: DSD Job No.: Date: LANDSCAPE ARCHITECTRE SITE PLANNING ZONING COMPLIANCE STORMWATER CONSERVATION Sheet Title Preliminary Planned nit Development Landscape Plan Sheet Number L1.0

20 RIM= S.RIM= I.E.= C G C C 12" 1 58 E.RIM= I.E.= " 1 30" 59 12" 130th STREET 1 30" 60 S.RIM= I.E.= M I L L A R D H I G H L A N D S S O T H 2 N D. P L A T T I N G C C C E C C HIGHLAND BOLEVARD C MILLARD HIGHLANDS SOTH " RCP F.E.S. I.E.= RIM= I.E.= " 61 12" 2" E.RIM= I.E.= OE 132ND STREET 1 T T OE OE OE G " / 1 20' 2 6" 2" 2" 2" thompson, dreessen & do er, inc Old Mill Rd Omaha, NE 6815 p Project Name Bella La Vista Apartments CHANDLER ROAD 2 11 S.RIM= I.E.= OE T HP VALVE SIGN G 5 8 K E.RIM= I.E.= S.RIM= I.E.= C O N C R E T E 1 T T OE OE OE LIGHT POLE, TYP. 2" S.RIM= I.E.= " I N T E R S T A T E I Client Name Garrison Development B Professional Seal 11 0' 0' 80' Revision Dates LEGEND PROPOSED ROADWAYS AND PARKING LOTS PROPOSED BILDINGS AND GARAGES PROPOSED RECREATION AREAS PROPOSED GREEN SPACE PROPOSED TREES No. Description MM-DD-YY Drawn By: JJP Reviewed By: DSD Job No.: Date: LANDSCAPE ARCHITECTRE SITE PLANNING ZONING COMPLIANCE STORMWATER CONSERVATION Sheet Title Preliminary Planned nit Development Landscape Plan Sheet Number L1.0

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23 Supplemental Memorandum #3 TO: FROM: SBJECT: Mark Meisinger (FH John Kottmann (LaVista) Gary Hassenflu (Garrison Development) Jim Jussel (Benesch), Austin Yates (Benesch) Doug Dreessen (TD2) Bella La Vista Traffic Impact Study DATE: February 2, 2012 Per the request of the City, Benesch has completed additional traffic analysis to address the concerns of the residents that live adjacent to the proposed Bella LaVista development. Highland Boulevard Traffic: Benesch reassigned all of the traffic that is destined to the northeast of the development (Harrison Street East external) to the intersection of Highland Boulevard & Harrison Street. This procedure was completed to analyze the possibility that 5 percent of the site-generated traffic will use Highland Boulevard to access Harrison Street, see the revised Figures 11 and 12. As part of our discussion with the SID 10 engineer, Don Heine, he made the observation that a growth rate was applied to the existing traffic on Highland Blvd. The existing neighborhood is fully developed; therefore no additional traffic growth should occur. The volumes illustrated in Figures 11 and 12 take into the account the removal of the growth traffic. A two percent growth rate was used in the previous traffic study. This growth rate was still applied to the through traffic on Harrison Street. The amount of site-generated traffic on Highland Blvd during the morning peak period is estimated to be about 9 vehicles per hour (vph) and the afternoon peak hour would be about 61 vph. Capacity Analysis: Benesch recalculated the capacity analysis for the study intersections. Figures 13 and 1 summarize the results of the capacity calculations. The results of the capacity analysis were similar to the January 2012 traffic study. During the AM peak period, the northbound right-turn movement would be expected to operate with a LOS F. This is not uncommon for an unsignalized intersection on an arterial street to experience a poor level of service during the peak commuter periods. The poor level of service is due to the limited number of acceptable gaps in the traffic. The traffic signal warrants were checked for the Peak Hour Warrant (Warrant 3) and the signal warrant would not be expected to be met. Even if the Peak Hour Warrant was met, a traffic signal at this location would not be approved by the City of Omaha or Douglas and Sarpy County Public Works Departments because it does not meet current access management guidelines for an urban arterial. In summary, there are no new recommendations based on the additional traffic analysis. recommendations originally identified in the January 2012 Traffic Study still stand. The Page 1

24 N Not to Scale Chandler Rd (+2) (+) (+6) 80 (+1) 18 10% (+0) 20% 5% 5% 200 (+18) 389 (+9) 325 (+0) (+2) (+) (+18) (+) Harrison St Proposed Bella La Vista Apartments New AM Trips: 110 In: 22 Out: [-8] 0 21 [-13] [-2] 2925 (+0) [-2] Highland Blvd 0% 10 [-6] 133 (+0) (+10)[-9] 132 nd St 1 [-1] 0 1 (+39)[-35] Y:\omaha\120000S\ \Office_Docs\Exhibits\Exhibits \Bella La Vista Fig 11 F+Dev AM Vol Revised.vsd, 2/2/2012 W Giles Rd (West) Traffic Impact Study Bella La Vista Apartments La Vista, NE 151 (+9) 286 (+9) 5% 53 (+1) (+) 519 (+5) 132 nd St 5% 152 (+2) (+1) 5 (+2) 65 10% Legend 22 (+22) [-22] 22% W Giles Rd (East) AM Peak Hour Traffic Volume (vph) Additional AM Peak Hour Traffic Volume (vph) AM Peak Growth Adjustment (vph) Lane Group Signalized Intersection nsignalized Intersection Trip Distribution Percentage Year 2035 Future plus Full Development AM Peak Hour Traffic Volumes - Revised Figure 11 Page 2

25 N Not to Scale Chandler Rd 6 13 (+9) (+18) 29 (+2) 15 (+) 26 10% (+0) 20% 5% 5% 159 (+10) 30 (+5) 22 (+0) (+15) (+2) (+10) (+18) Harrison St Proposed Bella La Vista Apartments New PM Trips: 136 In: 89 Out: 8 5 [-3] 0 5 [-3] 6 [-] 155 (+0) 28 [-1] Highland Blvd 0% 3 [-23] 2892 (+0) 221 (+0)[-62] 132 nd St (+) Y:\omaha\120000S\ \Office_Docs\Exhibits\Exhibits \Bella La Vista Fig 12 F+Dev PM Vol Revised.vsd, 2/2/2012 W Giles Rd (West) Traffic Impact Study Bella La Vista Apartments La Vista, NE 89 (+5) 31 (+5) 5% 396 (+) (+2) 392 (+3) 132 nd St 5% 28 (+9) (+5) 115 (+9) % Legend 22 (+22) [-22] 22% W Giles Rd (East) PM Peak Hour Traffic Volume (vph) Additional PM Peak Hour Traffic Volume (vph) PM Peak Growth Adjustment (vph) Lane Group Signalized Intersection nsignalized Intersection Trip Distribution Percentage Year 2035 Future plus Full Development PM Peak Hour Traffic Volumes - Revised Figure 12 Page 3

26 N Not to Scale Chandler Rd B(5') F(350') B(100') Proposed Signal Proposed NB/SB left turn lanes D(125') F(1325') B(200') A(25') F B E(225') D(250') A(25') A(5') B(25') C(00') F(25') A(25') A(25') Harrison St C(25') Highland Blvd F(Err) C(5') A(0') Proposed Bella La Vista Apartments F(Err) F(525') A(0') F(100') 132 nd St Y:\omaha\120000S\ \Office_Docs\Exhibits\Exhibits \Bella La Vista Fig 13 F+Dev AM LOSQ Revised.vsd, 2/2/2012 F(105') W Giles Rd (West) F(Err) Traffic Impact Study Bella La Vista Apartments La Vista, NE A(0') 132 nd St A(25') A(25') F(Err) Err - Queue Length cannot be calculated due to the limits of HCM methodology W Giles Rd (East) Legend B (22') B AM Peak Hour Level of Service AM Peak Hour 95 th Percentile Queue Length (ft) Existing Lane Proposed Lane Signalized Intersection Level of Service nsignalized Intersection Year 2035 Future plus Full Development AM Peak Hour Level of Service and Queue Length - Revised Figure 13 Page

27 N Not to Scale Chandler Rd C(15') F(25') B(125') Proposed Signal Proposed NB/SB left turn lanes C(50') C(550') A(15') A(50') F B D(200') C(150') A(25') B(125') B(150') F(1200') F(35') A(25') A(25') Harrison St E(25') Highland Blvd F(Err) E(25') A(0') Proposed Bella La Vista Apartments F(Err) C(50') A(0') D(125') 132 nd St Y:\omaha\120000S\ \Office_Docs\Exhibits\Exhibits \Bella La Vista Fig 1 F+Dev PM LOSQ Revised.vsd, 2/2/2012 F(25') W Giles Rd (West) F(Err) Traffic Impact Study Bella La Vista Apartments La Vista, NE A(0') 132 nd St A(25') A(25') F(Err) Err - Queue Length cannot be calculated due to the limits of HCM methodology W Giles Rd (East) Legend B (22') B PM Peak Hour Level of Service PM Peak Hour 95 th Percentile Queue Length (ft) Existing Lane Proposed Lane Signalized Intersection Level of Service nsignalized Intersection Year 2035 Future plus Full Development PM Peak Hour Level of Service and Queue Length - Revised Figure 1 Page 5

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