Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
FINAL MAIN STREET PARKING STUDY REPORT
R 4 9 Final Deport Downtown Grapevine Parking Study CITY OF GRAPEVINE Prepared for: City of Grapevine P.O. Box 95104 1 Grapevine, Texas 76099 w RA P 3 - W 1 T E 1 A s Prepared by: Carter Burgess 7950 Elmbrook Drive Dallas, Texas 75247-4951 DEBORAH L. SENECA A.. ' 82318 ' ' ' December 8, 2000 REVISED January 24, 2001 "NNAL C7T_(0-1 0 Submitted to: City of Grapevine Public Works Department GRAPEVINE 1Er r" s DOWNTOWN GRAPEVINE PARKING STUDY DECEMBER 2000-REVISED JANUARY 2001 l TABLE OF CONTENTS ITABLE OF CONTENTS..................................................................................... 1 LISTOF TABLES ............................................................................................. 11 LISTOF FIGURES ........................................................................................... 11 EXECUTIVESUMMARY................................................................................... 1 SECTION 1 - INTRODUCTION......................................................................... 2 SECTION 2 -ANALYSIS OF EXISTING PARKING SUPPLY AND DEMAND............ 3 2.1 STUDY LIMITS ................................................. 3 2.2 PARKING ISSUES IN THE DOWNTOWN............................................ 3 2.3 OUANTIFICATION OF EXISTING CONDITIONS.................................4 2.3.1 Parking Supply........................................................................... 4 ( 2.3.2 Land Use Summary..................................................................... 5 2.3.3 Existing Parking Demand ........................................................... 6 2.4 SUMMARY.................................................................................... 10 SECTION 3 - FUTURE PARKING NEEDS ........................................................ 11 3.1 INTRODUCTION .............................................................................. 11 3.2 PARKING DEMAND FOR COMMERCIAL USES THAT WILL REMAIN .... i l ( 3.3 FUTURE PARKING DEMAND.......................................................... 12 3.3.1 New Commercial Development............................... 12 3.3.2 First Baptist Church Expansion................................................. 14 3.4 POTENTIAL AREAS FOR ADDITIONAL PARKING................................ 17 3.4.1 Northern Zone Alternatives...................................................... 17 3.4.2 Central Zone............................................................................ 19 i3.5 SUMMARY....................................................................................... 19 ` SECTION 4- RECOMMENDATIONS ............................................................. 21 i i ( PAGE 1 Carter Burgess �— GRAPEVINE ' ' DOWNTOWN GRAPEVINE PARKING STUDY DECEMBER 2000-REVISED JANUARY 2001 LIST OF TABLES Page I Table 1 — Existing Parking Supply Summary—Overall Study Limits.................................. 5 Table 2— Existing Parking Supply Available to Downtown Visitors .......................... ...... 5 Table 3 —Adjusted Land Use Summary........................................................................... 6 Table 4 — Peak Parking Demand and Utilization — Wednesday Afternoon July 26, 2000 (2:45 PM).................................................................................................................... 8 Table 5 — Peak Parking Demand and Utilization— Friday Evening July 28, 2000 (6:00 PM)............................................................................................................................. 8 Table 6— Peak Parking Demand and Utilization —Saturday Afternoon August 5, 2000 (2:00 PM).......................................................................................................... ......... 9 Table 7 — Existing Commercial Parking Generation ........................ .............................. 12 Table 8— Parking Generation Rates for Commercial Uses.............. .............................. 13 Table 9— Expected Parking Demand Associated with New Commercial Development 14 Table 10 — First Baptist Church Parking Projections....................................................... 15 Table 1 1 — Expected Additional Future Parking Demand in the Downtown................ 15 Table 12 — Future Parking Demand vs. Existing Parking Supply... ..._............ ....... 16 Table 13 — Future Parking Needs by Zone -... ............ .... ... ....... .... ....... .... .............. 17 LIST OF FIGURES Figure 1 —Existing Parking Supply j Figure 2 — Existing Parking Supply by Zone Figure 3 — Existing Land Use Figure 4 —High Parking Demand Areas i PAGE it Carter-Burgess I —TAI ` ` `' s DOWNTOWN GRAPEVINE PARKING STUDY 4 DECEMBER 2000—REVISED JANUARY 2001 EXECUTIVE SUMMARY i EXECUTIVE SUMMARY i A parking study was conducted for the City of Grapevine's downtown district in order to determine the existing and future parking needs for the area, and to locate potential areas for additional parking, if necessary. I The downtown was subdivided into Northern, Central, and Southern Zones. An inventory of the existing parking supply was conducted for on-street and parking lot spaces. A parking demand study was conducted for peak periods identified by the City. The parking demand studies showed that the overall parking in the downtown I area is currently adequate to accommodate the existing demand, although several areas experience high utilizations. Analyses were conducted for future conditions to quantify the needs resulting from an increase in commercial activity and growth of the First Baptist Church. The results indicate the need for additional parking in order to accommodate the First Baptist Church's parking needs, and the needs of the Palace Theater and special events. In order to accommodate the parking needs in the downtown, the City should consider construction of a parking garage as described in the April 1999 Huitt-Zoilars report. The garage should be located on the lot on the northeast quadrant of Jenkins Street and Wall Street. The Church would have access to the garage on Sundays and during their special events, but the garage would also serve the downtown during the week and on weekends, when the Church parking demand is low. The parking garage should initially provide two levels with provision to add two more levels in the future. A two-level garage would provide enough parking to handle the expected Church growth through the year 2005, the opening of the Palace Theater in 2001, and special event parking. Additional Church parking needs can be handled through shuttle parking from Elliot's Hardware lot, or through construction of additional levels. I The two-level parking garage is estimated to cost 52.48 million, and adding two more levels in a second phase would cost an additional 53.29 million as per the Huitt-Zoilars report (in 1999 dollars). To efficiently direct visitors and patrons to the available parking areas, a comprehensive signing plan is being developed by the Convention Visitors Bureau. i PAGE ' Carter-Burgess GRAP�EVI.�'f-- T t DOWNTOWN GRAPEVINE PARKING STUDY DECEMBER 2000-REVISED JANUARY 2001 SECTION -INTRODUCTION SECTION 1 - INTRODUCTION I A major attraction in the City of Grapevine is the Historic Downtown District. The gift shops, art galleries, restaurants, antique stores, Heritage Center, offices, and other sites interact to create a vibrant downtown. The City wants to maintain and enhance the downtown by attracting new commercial development and redevelopment of existing land to higher uses. In doing so, parking availability becomes an important issue, and must be carefully planned to support the City's vision. r Carter& Burgess, Inc. prepared this parking study to evaluate the existing parking conditions, estimate future needs according to the City's plans for development, and make recommendations to support that plan. The analysis begins with delineation of the study area and an inventory of the existing on-street and off-street parking supply within that area. A parking demand analysis was conducted using aerial photos during peak parking periods, and a comparison was made of that existing demand to existing supply. A parking rate for future ' commercial development was determined, and the future parking needs were estimated using that rate. Finally, surpluses and deficiencies were calculated, and jpotential locations for additional parking and several parking management strategies were identified. This report documents the data collection, parking analyses, and recommendations for improvements. I i I I PAGE 2 Carter-Burgess GRAPEVINE, DOWNTOWN GRAPEVINE PARKING STUDY DECEMBER 2000-REVISED JANUARY 2001 SECTION 2-ANALYSIS OF EXISTING PARKING SUPPLY AND DEMAND SECTION 2 —ANALYSIS OF EXISTING PARKING SUPPLY AND DEMAND This section describes existing conditions, including the determination of the study area limits, identification of issues, and parking supply data. jSTUDY LIMITS I The study limits were defined by the City to include the heart of the downtown district. The study area is generally bounded by Northwest Highway to the north, Church Street to the west, Dallas Road to the south, and Smith Street to the east. This area was further divided into three zones so that sub-area analyses could be conducted. The zones are shown in Figure 1. The zones were defined based on primary land use and geography, and were analyzed separately to identify high demand areas. This 1 detailed analysis ensures that recommendations will adequately address user needs. 1. The Northern Zone is generally bounded by Northwest Highway, Church Street, Texas Street, and Smith Street. The zone is primarily comprised of City Hall and the First Baptist Church, but it also includes commercial and residential uses. I 2. The Central Zone is generally bounded by Texas Street, Church Street, Hudgins Street, and Smith Street. The zone is primarily comprised of commercial uses, but it also includes residential uses. 3. The Southern Zone is generally bounded by Hudgins Street, ira Woods Avenue, Dallas Road, Main Street, railroad tracks, and the visual extension of Smith Street. The zone includes the Heritage Center and the Police and Courts parking, but it also includes some commercial. PARKING ISSUES IN THE DOWNTOWN 3 A meeting was held with City staff to gather input and determine the important issues i for the downtown area. Issues discussed at the meeting are described below. 1 . Existing Parking Supply. There is a perception that the existing parking supply is not adequate to accommodate daily operations in the downtown. When parking on Main Street is full, visitors may not know where additional parking can be found. w i PAGE 3 Carter-,.Burgess f Li 0 O E N �" ? ❑ El w t LLJ fL O ay � ❑ � � � � Z � � a c/� El I� ❑ w off' �IL IJ W ❑ W W ❑ C7 ti� Y V r LLJ 0 E2 � ° ❑ ❑ W 2 2 u W G R 6 v 2 li z w a Z Q = 1 ❑ _ �I W U co) N O t7 ❑ p r W ❑ F- Z ❑ Q El � Q N _ s w C) z N Q ❑ ❑ E-1 o a w w N o c to El ye Q EZ- Lo .G N O � C N - e � 'J$ NItlW•S v "1 - - - -- � ao S Nlt/W'S - - Lo q�— 8� v o , f-1 ❑ j '1S NOlaV9 t O N ❑ ❑ c: - ❑ m ❑ o iJ ❑ o � � O f ❑ ❑ ❑ ❑] S El LU ED Ln 'Is HOMMO Z ❑a ❑ y ❑ LU 2 ❑ '. W ° W ❑ o 3 � ❑ 0 A o i N O DOW-0 3 ❑ Q. ` a J z El ❑ -- _ ❑ �J N Fj -ld UUVIS EC) cD co CD ❑ ❑ ❑ CD ❑ ❑ ❑ ❑ ❑ - — — — —-- — — •JS aaNataas"s — i GRAPEVINE, DOWNTOWN GRAPEVINE PARKING STUDY DECEMBER 2000-REVISED JANUARY 2001 I SECTION 2-ANALYSIS OF EXISTING PARKING SUPPLY AND DEMAND 2. Future Parking Supply. The City's vision for the downtown is to build on the existing commercial base with new businesses, and to continue developing a healthy land use mix, in order to draw even more visitors to the downtown. The City needs to know the amount of additional parking that will be required and where the parking will be required in order to properly plan for the future. 3. First Baptist Church. The First Baptist Church is planning to expand and grow in the next several years, expecting an additional 1,180 members by the year 2008. Their parking needs will increase, with little opportunity for new surface parking. The Church currently shares parking with other downtown uses, and there may be more opportunities for shared parking with the Church. 4 Special Events. The City sponsors several special events through the year that draw visitors from through the metroplex. The City recognizes that these events are Infrequent and uses special signs and traffic control to guide visitors to parking. 2.3 QUANTIFICATION OF EXISTING CONDITIONS 2,3.1 Parking Supply An inventory was conducted of the existing parking supply in the downtown core. The supply consists of both on-street and off-street parking, all of which currently is surface parking. A summary of the parking supply is shown in Table 1, and the detailed i supply inventory is provided in the Appendix A. The number of available parking spaces was counted if the spaces were striped and estimated if they were not striped. For on-street parking, the available distance along a block was divided by 25 feet per space. The available parking area was reduced if there were residential or commercial driveways, ditches, no parking zones, or other situations that would not permit a driver to park their vehicle, or where drivers would not typically park. If a lot was not striped, the number of parking spaces was estimated by calculating the area of the lot and dividing by 325 square feet per space. In addition, approximately 26 spaces were associated with residential permit parking. They are included in the supply summary in Table 1. However, in order to determine the effective parking supply available for visitors to the downtown, the spaces associated with the residential permit zone were quantified and removed from the available parking supply. The spaces in the Winn Dixie lot were also removed because the site was under construction at the time of the study and the spaces were not F available. The available parking supply is shown in Table 2 and Figure 1. Figure 2 groups the parking supply by zone. PAGE 4 Carter-Burgess 1 0 I ~ z LU z W W 5 ZZ y W 20 _ W W W w q a N N Ld o w w C7 �- m � z Z Rum ULJ co z cn a Z 00 i o w � LO CN LU R N cn La - w ui w tt . . Q Lei. j ' t U- 000 LU Zi .. m M � LU LU s � f Cl) o r LU W j Q F V L -e, t. � t Z al 3e _ 1S H3NHIHTS'S f GRAPEVINE T c .a s IIj DOWNTOWN GRAPEVINE PARKING STUDY DECEMBER 2000-REVISED JANUARY 2001 ( SECTION 2-ANALYSIS OF EXISTING PARKING SUPPLY AND DEMAND Table 1 - Existing Parking Supply Summary- Overall Study Limits ZONE SUPPLY' — -- On-Street i, Lots Total Northern 181 548 729 Central 403 664 1067 Southern 36 _341 377 Total 620 1553 2173 'Supply counts include spaces associated with residential permit parking,and the spaces in Lot C20 at the Winn-Dixie site. Table 2 — Existing Parking Supply Available to Downtown Visitors ZONE AVAILABLE SUPPLY' On-Street Lots Total Northern 181 548 729 Central 377 524 901 j Southern 36 341 377 Total 594 1413 2007 'Available supply counts do not include spaces associated with residential permit parking, or the spaces in Lot C20 at the Winn-Dixie site. Land Use Summary Information on land use for the downtown area was provided by the City. The land use and square footage for each building within the study area was determined using tax information, and where information was not available, land use was observed in I the field and square footage estimated using measurements from aerial photographs. The land use summary by zone is shown in Figure 3, and summarized in Table 3. Detailed land use information is included in Appendix B. There are two sites under construction that currently do not generate parking other than construction vehicles. Both will be significant generators for the downtown in the near future. One site is the Palace Theater, located on the southwest quadrant of the intersection of Texas Avenue & Main Street. The other is the Winn-Dixie site, located I on the southeast quadrant of College Street & Main Street. The square footage of the theater is approximately 12,500 and the square footage of the future office space at the Winn-Dixie site is approximately 32,000. This totals 44,500 square feet of commercial space not in use during the study. The commercial square footage in use during the parking study is adjusted in Table 3. PAGE 5 Carter°Burgess LL 0 H N z W Clj� N N Z a H j J W W W V IL w cc z "' s m It Ld WSW z y... Z H cn 1 i O , o W LJLJ M U) Ln LO cn C4 Lo (000 f 1 = = W i � .' ' � ,"� ` ► Fn2 UJ I cc Lij W. 1 _ LS 1�101hf 5 "19 ATIVYI'8 y Lie/ CN . - - 1 oo CD b f Z LU W W W V� 7 4 R \ I 'ld klaVJ.S I •ls a3Ne�aas•s `�'�. . GRAPEVINEVF DOWNTOWN GRAPEVINE PARKING STUDY DECEMBER 2000-REVISED JANUARY 2001 1 _ _ SECTION-2-ANALYSIS OF EXISTING PARKING SUPPLY AND DEMAND I Table 3 —Adjusted Land Use Summary Zone Residential , Commercial Utilities Vacant Under Total SF Construction Northern Zone 4,553234,960 0 5,400 12,500 257,413 Central Zone 60,729 _ 268,275 2,040 _5,200 32,000 368,244 Southern Zone 0 98,851 0 26,125 0 124,976 i Total 65,282 602,086 2,040 36,725 44,500 750,633 I 2.3.3 Existing Parking Demand A parking demand study was conducted for the entire downtown area using aerial } photography for peak periods for commercial and residential uses, and using information provided by the First Baptist Church for the Church uses in the Northern Zone. The peak periods were determined through discussions with the City Photos were taken on the following days and times: • 2:45 PM on Wednesday July 26, 2000 • 6:00 PM on Friday July 28, 2000 • 2:00 PM on Saturday, August 5, 2000 The First Baptist Church indicated that they currently have approximately 1,032 members attending Sunday services, a parking demand of 573 vehicles, and a parking supply of 695 spaces. The 695 spaces are those the Church considers to be within an acceptable walking distance, whether owned by the Church or the City. The Church peak demand was not captured in the aerial photos, because the Church peak is on Sunday. Information on Church parking demand is discussed later. Very few cars were parked in residential areas, with three or less during each of the l three periods evaluated. This indicates that residents were not parking on-street in front of their houses during the study time periods, and also that visitors are not using r these areas for parking. Because the number of possible residential parkers was so low, for analysis purposes, it was assumed all demand for on-street and surface lots was for commercial uses. This provides a conservative estimate of parking demand. The low number of parked vehicles in residential areas may indicate that visitors do not consider these streets as potential parking areas due to their distance from Main Street. Further, if increasing commercial development causes more cars to park in these residential areas, residents t may feel the need for more residential parking permit zones. If these spaces are not included in the existing supply number, because they are undesirable from a driver's perspective, or that they are unacceptable from a resident's perspective, then the number of existing spaces is fewer, and the parking utilization in the downtown is I higher t PAGE 6 Carter JBurgess f ,Pf ,APEVI_NE DOWNTOWN GRAPEVINE PARKING STUDY DECEMBER 2000-REVISED JANUARY 2001 SECTION 2_ANALYSIS OF EXISTING PARKING SUPPLY AND DEMAND This means that there could be fewer parking spaces available in the downtown than what was recorded in the supply inventory, and as the commercial development increases in the downtown and creates more demand for parking, additional parking supply may become necessary. Because they are currently available, the parking areas along residential streets were included in the parking analysis. However, the possibility that some of this parking will be unavailable to visitors in the future should be kept in mind. The parking demand results are shown in Tables 4, 5, and 6, and analyses in the report focus on the r commercial development and Church impacts to the downtown. i ,i I I 3 i f PAGE 7 Carter,-Burgess i I I 0 6 Y <ZO a Z o O O Ln O O - O ea O O o ce)l7 p N N CCO orO N g N , Co � N I zN N 0 m z o D O uj N � � H a °0 m o C ~ M E N LO E r N RT w ?� D D N cQ. 0) r f- p N a m *- r- O O a CL ti N CM � a r- 0) M E N N W cu Q O C _O i, 0 0 0 0 0 'C '.` � o (D LO N N N r N ; N rM- co LO co N V H W H L o ti o G� z -t Lol CD z 0 0 O r M 2 E ti r r N Lo C C O a o o a o N M N ti N N Q 00 N _ N CO 'It I = N r o = N r � c Lli C _ + O = 4. Q O t �+ O ti l< 4� 0 0 0 0 Cep o o -0,0 o ti N M M N ti N co 0 N M E N > O w w w v w v C N of CO 0) N v � E � °° TN Y E N o n e L. z L Z Q r r C o c O o 0 % ? ti C co r-- M m .v C a co N S W Lj cy)co � � � N �cf) LO ivl In v_ I GU c c p GJ c c p ti z s :° Q 0 w ` °' eo Q »r Z +- c +� LO N FO- p [u 0 aj zUCr� z N Z Ucn z �d � � may / / % O y & E g < 2 \ / / _® L.Li \ / { % c� � L5 / \ \ O / \ * 3 \ � §� / 7 / O Lu 0 o Q a ) / 2 / 0 P Ln w 8 m m n �I _ « � o a m n § 0 ? q 7 cn o $ � 0 k ƒ% -0-0 n >1 3 ^ ^ @ 16 tA 2 § o @ ¥ # � & § 2 CV) � � 0 a § 0 k CL r � ¥ $ / * N ¥ p k J LOCV) Ol - © ui . k § _f \ OR \ C k G / 2 R \ n w � / ) 2 ® § % /� c 2 / z e 2 o O @ r 3 N % I \ 1 3 _ CO L cn V k � � f k {\ ® N \ ® 0 w 2 0 \ ! GRAPEVINE. DOWNTOWN GRAPEVINE PARKING STUDY DECEMBER 2000-REVISED JANUARY 2001 I SECTION 2-ANALYSIS OF EXISTING CONDITIONS A lot is typically considered effectively full at 85 percent occupancy. At 85% occupancy, drivers often perceive the lot as being full and move on to find another parking area. +' The parking areas in the downtown area were operating well below capacity during the July and August 2000 peak demand counts. The highest utilizations were in the Central Zone, at 30% and 34%. The peak demand period for the Northern and Southern zones was Wednesday afternoon, and Friday evening for the Central Zone. On-street parking utilizations were generally higher than those for lots, although all areas were less than 50% occupied. More can be understood by looking at the utilization of individual block faces and parking lots. These numbers show the areas ' where people like to park, and areas where visitors may perceive parking supply to be inadequate. There were four lots and twelve block faces that recorded occupancies higher than 85% for at least one of the time-periods evaluated. These high demand areas are shown in Figure 4. Analyses throughout the remainder of the report use the highest demand for each zone regardless of the day it occurred. Parking issues for the downtown area are primarily related to existing and future parking supply to accommodate visitors, businesses, and the First Baptist Church. The peak parking demand counts indicate the existing parking supply is adequate to accommodate the existing demand in the downtown. However, some of the supply that is available for visitors is located farther away from Main Street than most people may want to walk, on Church Street for example. Even though parking is available within the downtown study area, there are areas that experience high parking utilizations, and visitors may feel that, in these areas, parking is inadequate. i Section 3 will explore future development scenarios and associated parking needs in the downtown. 1 9 1 i PAGE 10 Carter Surgess �� II �J F �1 u ❑ U j L W U _ --� ❑ U o O❑ W CD nA Q A 2�• W ��VV p W F ❑ LL! _ W Q V 'F F Q¢ o� C7 W W � I( n�� ❑ W LJ El Z ❑ — 1S HLWS I Q Z -C i ❑ z z ❑ W � CC ❑ 0 ❑ ° z o a ❑ V El El❑ N o ❑ 0 0 0 LU m ° ❑ ❑� o❑ wm � o i - - - '.LS NftlW-S I '1S NMW'S I — I ° '1S N01WO LF:� El LU ❑ ❑ a z q ❑ Q ❑0 N ❑ isanfe� ❑Q o ❑ w �� �� ❑ E _ � o ( ❑ W o o ❑ 1- LV ❑ S ❑ I O ❑ �zQ❑ 7 z❑ ❑ N ❑ k I CD - t ❑ -1d F3l1tl1S ❑ ❑ O ❑ y E E6 �❑ ❑ t �� L� z I�JI '1S HI 38 � ❑ ❑ a ❑El ` ❑� ❑ ❑ ' ED ❑ ❑ ❑ ❑ q ❑ a •ls aaNaieOs•s i ,�G[t,�PE,VINE, DOWNTOWN GRAPEVINE PARKING STUDY DECEMBER 2000-REVISED JANUARY 2001 SECTION 3-FUTURE PARKING NEEDS i SECTION 3 — FUTURE PARKING NEEDS 3.1 INTRODUCTION j This section of the report addresses future parking demand in the downtown area. Estimates of parking demand, based on the desired land-use scenario provided by the City, are used in determining future parking needs. The land use scenario provided by the City is to ultimately replace half of the downtown commercial square footage with new commercial uses that will generate more trips to the downtown. A second i scenario will look at the option of providing ground floor retail in a future parking i' structure. The objectives of this section were to determine the future parking supply required to J meet the anticipated demand, and determine the best locations to provide additional parking, if necessary. 3.2 PARKING DEMAND FOR COMMERCIAL USES THAT WILL REMAIN The existing Commercial land uses in the downtown are generating peak parking i demands of approximately 0.70 vehicles per 1,000 square feet. The Institute of Transportation Engineers Parking Generation Manual provides information on actual parking rates for a variety of land uses. Based on the data provided by ITE, an average commercial use generates between 1.4 and 12.5 vehicles per 1,000 square feet, with most uses in the 2.4 to 4.2 range. The existing mix of development in the downtown is generating fewer trips than average. The future scenario is to ultimately replace half of the existing commercial development in the Central and Southern Zones with new commercial uses that will generate more activity in the downtown. The other half of the existing commercial development in those zones will remain. The Northern Zone land uses are not likely to change. The parking demand related to the commercial development that will remain was ' estimated. To be conservative, it was assumed that all the demand currently experienced in the Central and Southern Zones was generated by that half of the commercial development that will remain. In this case, the parking rate for the existing commercial uses that will remain is between 0.84 and 2.38 vehicles per 1,000 square feet. These numbers were compared with values in the ITE Parking Generation Manual to make sure this is a reasonable assumption. Table 7 summarizes the parking generation for that half of the existing commercial development that will remain in the downtown in the future land use scenario. This parking demand will be combined with the demand generated by the new commercial uses that will ultimately be developed in the downtown. This sum is the future parking demand that can be expected based on the City's vision for downtown development. PAGE 1 1 Carter Surgess f *PF, DOWNTOWN GRAPEVINE PARKING STUDY DECEMBER 2000—REVISED JANUARY 2001 SECTION 3—FUTURE PARKING NEEDS ' Table 7 — Odsting Commercial Parking Generation I i Existing Gen Rate for Existing Commercial Total Peak Existing Zone Parking that will Parking Commercial Supply Remain(SF)' Demand that wile ! Remain i Northern 826 234,960 198 0.84 I Central 901 134,138 299 2.23 j Southern 413 49,426 66 1.34 Total 2140 418,52_3 563 1.35 'Assumes that Northern Zone land use will not change. ZAssumes that 100%of the parking demand in the downtown was associated with the 50%of the existing commercial development that will remain in the Central and Southern Zones. Rate is in vehicles per 1,000 SF of commercial development. j 3.3 FUTURE PARKING DEMAND 3.3.1 New Commercial Development ' As half of the existing commercial uses are replaced with new commercial uses, the parking demand in the downtown will increase. Table 8 shows typical ITE Parking Generation parking generation rates for different commercial land uses. i l I R d 1 PAGE 12 Carter,-Burgess GRAPEVINE, DOWNTOWN GRAPEVINE PARKING STUDY DECEMBER 2000—REVISED JANUARY 2001 r SECTION 3—FUTURE PARKING NEEDS Table 8 — Parking Generation Rates for Commercial Uses ITE Parking Generation Commercial Land Use Rate (Vehicles per 1,000 i SF) i Sports Club 4.37 City Recreation Center 4.00' i Medical/ Dental Office 4.11 General Office 2.79 Discount Store 3.57' Hardware Store 2.41' Shopping Center 3.23' Quality Restaurant 12.49' Fami Restaurant 9.08 Fast Food 9.95 Supermarket 2.87' Convenience Store 1.41' Bank 4.23 'Caution should be used for these uses due to very small sample sizes or data from the same source. The City's desire is to bring in new commercial uses to build on the existing downtown core. It is likely the new commercial uses will be a mix of restaurant, retail stores, and offices. The parking generation rate used to project parking demand should reflect the City's desire for growth, and a realistic mix of land use. A parking generation rate of 3.5 vehicles per 1,000 square feet will account for a mix of restaurant, retail, and office uses. Table 9 summarizes the parking generation associated with the existing commercial uses that will remain, and the new commercial uses that will develop. The existing commercial development that will remain generates approximately 583 vehicles during the peak, the new commercial development is expected to generate approximately 798 vehicles during the peak, for a total of 1,381 vehicles during the peak. i i i I I PAGE 13 Carter -Burgess GRAPEVINE. DOWNTOWN GRAPEVINE PARKING STUDY - DECEMBER 2000-REVISED JANUARY 2001 SECTION 3 FUTURE PARKING NEEDS Table 9 — Expected Parking Demand Associated with New Commercial Development Demand for Parking Total Future Existing Existing New Demand for Parking Zone Parking Commercial Development New Demand for Supply that will (SF) Development ommercial Remain t Uses Northern' 729 198 12,500 44 242 i Central2 1041 299 166,138 581 880 Southern 377 66 49,426 173 239 _ Total 2,147 563 228,063 798 1,361 'Includes 12,500 SF for the Palace Theater. 2Includes 32,000 SF for the offices at the Winn-Dixie site, and 140 spaces in Lot C20. First Baptist Church Expansion The First Baptist Church, located between Wall Street and Texas Street, east of Jenkins Street, currently is a large parking generator in the Northern Zone. The Church hosts special events throughout the week in addition to regular Sunday service and Sunday school. Events such as concerts, seminars, and conferences can peak during the same days and times as other downtown generators. These events generally fill all of the Church's available parking. Because the special events are relatively infrequent, normal Church activity, rather than special events, was included in the parking demand counts. For normal Sunday attendance, the Church estimates that the parking demand will double over the next eight years. The Church currently needs 573 spaces. By 2008, it is projected they will ' need approximately 962 spaces. This demand was calculated using the Baptist Convention of Texas planning number for vehicle occupancy of 2.3 persons per car. I Currently the Church owns approximately 367 spaces, while another 328 spaces they use are owned by others, totaling 695 spaces. Their current demand is approximately 573 spaces. They will lose 21 spaces with the construction of a new education building starting in 2002, leaving 674 spaces available. Parking deficiencies will begin in 2005. It is expected that the Church will need approximately 288 more spaces than are currently available to them whether owned by the Church or others by 2008. This demand will occur on Sundays, which does not overlap with the peak periods in the downtown. The projections for Church traffic are shown in Table 10. i t While the amount of parking within walking distance is limited to 695 spaces, the Elliott's Hardware store north of Northwest Highway has 302 spaces that they permit f the Church to use as a park and ride lot. These spaces are not included in the analysis. PAGE 14 Carter,-Burgess GRAPEVINE DOWNTOWN GRAPEVINE PARKING STUDY DECEMBER 2000-REVISED JANUARY 2001 SECTION 3-FUTURE PARKING NEEDS Table 10 — First Baptist Church Parking Projections 2000 2001 2002 2003 2004 2005 2006 2007 1 2008 j Available Parking 695 695 674 674 674 1 674 674 674 674 Attendance Goals 1,032 1,136 1,249 1,374 1,511 1,662 1,828 2,011 2,212 Parking Needs at 2.3 persons/car 449 494 543 597 657 723 795 874 962 Surplus or(Deficiency) 246 201 131 77 17 (49) (121) (200) (288) f Although Church special events may coincide with normal peak activity in the downtown, this situation was not considered due to the infrequency of events. It is understood that there may be special events that require more parking than usual, and this study assumes these events will be handled in a manner similar to downtown Grapevine special events. Instead, this study focuses on normal peak operation, and evaluates the Church needs on a Sunday independently from the Northern Zone needs during a normal peak period. r Table 1 1 summarizes the expected future parking demand for commercial and Church uses by zone, and Table 12 shows a comparison of expected future parking demand with total existing parking supply. Table 1 1 — Expected Additional Future Barking Demand in the Downtown Parking parking Demand Demand for for Church Total Additional New Zone Commercial Expansion 1and Parking Demand'' Development Growth I i Northern 44 513 513 Central 581 0 581 Southern 173 0 173 Total 798 513 1,311 'Church peak and commercial peak occur separately. 'Larger of the Church peak and commercial peak. I i i PAGE 15 Carter-Burgess GRAPEVINE, DOWNTOWN GRAPEVINE PARKING STUDY r DECEMBER 2000—REVISED JANUARY 2001 iSECTION 3—FUTURE PARKING NEEDS Table 12 — Future Parking Demand vs. Odsting Parking Supply Parking -- Demand for Parking Existing Parking Future Existing Total Futum'Utilization of Existing Demand for Parking Demand for Zone Parking Commercial New Demand for Church Parking 2 Existing Supply that will Commercial the Church Expansion Demand Parking Remain Supply Northern- Commercial 729 198 44 0 0 242 33% Demand Northern - Church Demand 674 0 0 449 513 962 143% Central 1041 299 581 0 0 880 85% Southern 377 66 173 0 0 239 63% 'Parking Supply reasonably available for Church use is 674 spaces. ZAssumes that the Church peak and the commercial peak do not overlap. The parking utilization expected is less than the effective capacity for all zones considering commercial development exclusively. The Church expansion and growth results in parking demand over capacity in the Northern Zone at 182%, while commercial growth only results in 29% occupancy. The Northern Zone can accommodate approximately 460 Church vehicles during normal commercial peaks before reaching the 85% effective capacity. Additional parking will be required in the Northern Zone to accommodate Church parking on Sundays. The estimation of future supply required for the Church has been calculated with the following in mind: effective capacity is 100%, rather than 85% for Church uses; additional parking will be provided in a garage; and parking should be located within a reasonable walking distance to the Church. Table 13 summarizes the parking needs by zone to accommodate the expected future demand. R 1 d PAGE 16 Carter-Surgess c's DOWNTOWN GRAPEVINE PARKING STUDY �`. DECEMBER 2000—REVISED JANUARY 2001 SECTION 3—FUTURE PARKING NEEDS Table 13 — Future Parking Needs by Zone Total Future Existing Total Spaces Zone Parking Parking Needed for 85% Surplus or Demand Supply Capacity' (Deficiency) Northern - Commercial i Demand 242 729 284 445 Northern - Church Demand 962 674 1,131 457 Central 880 1,041 1,036 5 Southern 239 377 281 96 1 'Total Future Parking Demand with 85%effective capacity for commercial parking,and Total Future Parking Demand with 100%capacity for Church. 3.4 POTENTIAL AREAS FOR ADDITIONAL PARKING 3.4.1 Northern Zone Additional parking will be required in the Northern Zone to accommodate the Church growth. It is expected that the Church will need 288 additional spaces. Several alternatives for dealing with the supply deficiency are discussed. These alternatives can be considered separately, or combined to create a cost-effective, viable alternative. Two-Level Garage Expandable to Four Levels Based on an April 1999 report prepared by Huitt-Zollars, a two level garage would provide a total of 228 spaces, or an increase of 87 spaces. This does not meet the total demand of 288 spaces expected by the Church. The garage with two levels will meet 30 percent of the Church's needs. The garage will satisfy the parking needs, based on the 2.3 persons per car occupancy rate, ' through the year 2005. The Church also has the option of using the Elliot's Hardware parking lot as a park and ride location, and shuttling members to and from the Church. The lot has 302 spaces. The garage combined with the Elliott's hardware lot satisfies 100 percent of the anticipated parking demand. The parking garage will also meet the demand for the Palace Theater parking and special events. 0 The Huitt-Zollars report recommended a two-level garage that could be expanded to four levels, if necessary. The additional two levels would add 254 spaces, for a total of (254+87) = 341 garage spaces, enough to satisfy the projected need for 288 spaces, based on the 2.3 persons per car occupancy rate. PAGE 17 Carter Surgess ( GRAPEVINE DOWNTOWN GRAPEVINE PARKING STUDY DECEMBER 2000-REVISED JANUARY 2001 1 SECTION 3-FUTURE PARKING NEEDS The Huitt-Zollars report estimates that the two-level parking garage will cost s approximately 52.48 million, and adding two more levels in a second phase would cost an additional 53.29 million (in 1999 dollars). Car Pooling Incentives Along the same line of thought as shuttle parking is carpooling. The Church could reserve some of its close-in parking for car pools of three or more members. Promoting carpooling not only would reduce the parking demand, but also conserve fuel and promote the community and congregational spirit of the Church. I Two Services for First Baptist Church a 1 Discussions with Church representatives revealed that, while they are not necessarily ' opposed to providing two Church services, which would divide the parking, they are very much opposed to providing two separate Sunday School periods. The Church has tried to do hold two separate Sunday Schools previously, and it resulted in poor attendance, a feeling of division in the Church, and a loss in membership. One Sunday School period creates all of the parking demand at the same time since all members typically attend both Church and Sunday School. l i i PAGE 18 Carter-Burgess GRAPEVINE, r E S 4 5 tl DOWNTOWN GRAPEVINE PARKING STUDY DECEMBER 2000-REVISED JANUARY 2001 SECTION 3=FUTURE PARKING NEEDS l 3.4,2 Central Zone The existing parking supply in the Central Zone is adequate to accommodate the expected future peak parking demand with a surplus of 21 spaces. A significant j portion of the available supply is on existing streets that are currently underutilized. However, there are approximately 34 parking spaces along the perimeter streets, Church Street and Smith Street, and another 43 spaces along east-west streets more than 400' to 450' from Main Street, that visitors may find available, but not desirable. Although additional parking is not required in the Central Zone, it may be desirable to provide a garage to allow visitors to park closer to Main Street. It is also important to recognize that opportunities for new retail may be available in sites where there is currently parking provided. If new commercial development replaces existing surface parking, a garage will need to be considered. The parking lot at the Foust Funeral Home may be one such opportunity. The site is centrally located in the Central Zone, adjacent to Main Street, and currently has 80 spaces. The dimensions of the lot are approximately 1 10' x 220', which is just adequate for garage construction. This location would support ground floor retail under a parking structure. i Again using 350 SF per space, a garage would hold 69 cars per level. Assuming half of the ground floor is available for retail, a garage would have to hold 42 spaces for the additional retail, and 80 spaces for the existing lot, totaling 122 spaces. A three-level garage, with the ground floor being half retail, would provide 173 spaces, accommodating the 122 spaces and leaving approximately 50 spaces for other visitors to park closer to Main Street. 3.4.3 Southern Zone No additional parking will be required in the Southern Zone. The existing parking supply is adequate to accommodate the expected future peak parking demand with a surplus of 132 spaces. Lot S3, the lot for the Visitors Center, attracts the most vehicles of the lots in the Southern Zone with 36 during the Saturday peak. 3.5 SUMMARY The parking demands associated with the Church growth will exceed available capacity in the Northern Zone during their Sunday service and Sunday School. A parking garage located on the lot in the northeast quadrant of Wall Street and Jenkins Street will serve the Church, but also provide additional parking within one block of Main Street and City Hall for downtown visitors, including patrons of the Palace Theater. It will also serve the parking needs for special events. The Central Zone is expected to operate adequately with enough parking spaces to accommodate future commercial demand. However, if new commercial uses displace PAGE '9 Carter Burgess GRAPEVINE, DOWNTOWN GRAPEVINE PARKING STUDY DECEMBER 2000-REVISED JANUARY 2001 1 SECTION 3-FUTURE PARKING NEEDS parking supply, or if residential areas go to permit parking zones, the 21 surplus spaces will not be adequate. Opportunity exists to convert the existing parking lot in the i southeast quadrant of Franklin Street and Main Street to a garage with ground level retail. Parking would serve the ground level retail, other commercial development along Main Street, and the Foust Funeral Home. The Downtown hosts a number of special events each year. Parking demand during j those events dramatically increases, and can exceed the existing parking supply. Although the increased demand is infrequent compared to every day activity, additional parking spaces in a central location, such as the parking garage at Wall & Jenkins, would allow visitors to easily access the Downtown events. a 1 r i I PAGE 20 Carter-Burgess GRAFE`JINE DOWNTOWN GRAPEVINE PARKING STUDY DECEMBER 2000-REVISED JANUARY 2001 _ SECTION 4-RECOMMENDATIONS SECTION 4 — RECOMMENDATIONS It is recommended that additional parking be provided in the Northern Zone to accommodate Church and commercial parking. The Church parking demand is expected to exceed supply by the year ZOOS. A 2-story garage would be required at Wall &Jenkins to handle Church traffic, Palace Theater parking, and special event parking needs. The Huitt-Zollars April 1999 report estimates a two-level garage would cost approximately 52.48 million (in 1999 dollars). The demand estimates and parking needs are based on the Church's goals for projected growth, and while those goals are certainly attainable, they are not necessarily going to be accomplished. A phased approach to a parking garage would allow the City more time to plan and budget funds, and allow time to record actual increases in the Church attendance to ensure parking facilities are not over-designed. The Huitt-Zollars report indicates that a two level structure on the lot at Wall & Jenkins could be built in such a way that it could be expanded to four levels, if necessary, in the future. No additional parking is required for the Central Zone unless existing parking is removed for additional retail or residential permit zones, or parking closer to Main Street is desired. If existing spaces are lost, a parking garage near Main Street would best accommodate additional parking demand. The lot in the southeast quadrant of Franklin Street and Main Street at the Foust Funeral Home would be of adequate size and in a central location for additional structured parking. A three-level structure with half of the ground level developed as retail would provide enough spaces to accommodate the Foust Funeral Home, the additional retail, and approximately SO more spaces for visitors to park closer to Main Street. I a PAGE 21 i I { i iI a { t I APPENDIX A Detailed Parking Supply and Demand Data E { E 3 t 1 LU Zo Q N O N T*- Z m W f 2 1 0c O z j y 1 0 0 z ro E i 0 i c c c d CD ' c) E E cv cv cv cv y m m m a � a m o o a O 0 0 :3 y y 0 7 7 7 7 F- H a a o o > > o a. a a a. 0- 0 0 U U c co c I c o Ri \° - 3 "e 0,0 0 c o o \ o \ 0 0 0 N o C a cz 6 o r O M co 0 O o O o N o 0 oh- _ O O C C7 O [7 N M O q O N d O O O O O C7 y d V D. C7 d O O O O c[7 CO +7 CO 0 d Ln N O I`. d' a m W O O O O O O N N 7 n O N O r O O O O a i d C 0 0 0 0 io 10 0 o io io 0 o io to fo io 0 0 0 0 LO U') LO In O O to u] co CO U') u') N N r n O O ;O 7 r 0 a) ro a) cc ro N ro a) ca m ro a) ca 0 0 z° c° z° CO w w w 3 w w w w z D Z a c E E J J _ _ J J _ _ J J y y C •� •ro J J C!J fn cd UJ W ca Cn W ro X X V- •C � co ro z z z z z z m m ro w w > T T T T T m cu Y v m ro ro ro co = = ro co = = ro ro = _ 2 Q N z z 3 z z z z C-) v CD a o W N T T T T 3 3 3 3 W ~ t r c c c c c) Cl) y y > 2 2 0 0 0 o c c c c c c c c — _ Cl) a in r- co � co w a�i c aci a U U m m m CO O z z z z ) ) z q /\ c ■ w § 0 z | ! 1 k z k ! e j A i � _0 2 & 3 © § § § § 3 ® § § e 2 e J e e 2 J \ \ J £ _ a- § / t G o § G % Q CO & 6 0 0 6 e § § ƒ c 0 2 0 o c = o o » - f % / $ / n # ) 0 0 0 � o o Cl) o 0 0 o c c \ $ / _ > \ q E $ $ m $ \ \ m m $ $ \ m § § Q ƒ { 2 < _ N � r LO ± o $ { \ o = £\ _ \_ \£ \£ _ \z z z z z _ z \ z \ / k 2 2 l \ } \ k k k k ) \ � \ k k O § f 3 m CO / / \ ) m m O � k i 2 O 2 § § c _ / % f t E § _ _ / / § \ 3 5 2 5 u k / \ $ _ _ $ \ o \ _ = 3 f CL 2 e \ . w R w ; ƒ 2 g g # CO g % § § § 2 § § § q % / % / % / & / k \ [ . . ) ) z uj \7 N _ -- , . a: 2 z \ \ § E E 2 A (D A � oo g o o to L § 6 J g a 6 2 £ I I g a_ � ; # 7 » 7 e "1 Iz 0 t k � 5 CL) f k k# # ± # # \ ) ) \ \ % #J # co 2 § § / / / 2 \ Cl) k t / \ \ ) x x x x * x x x x x x x x ) k \ CO % / Cl) j k ) § $ $ § % r / Cl) o » o o Cl) o - m o � ® } ° a a { \ m ( , 2 6 ) G r ) G ¥ ' Q i § § g \ » . o .. o f q « 4 » a 2 f % ) \@ § o o /w g _ / ƒ ] § 0 | L « g $ � ® n m a@ E ° a m 2 \ � \ k k \ = J ¥ > / / / » » » » / 2 � - CD _ � i co Q C \/ � \ /\� } / < \ \ ƒ 00 § 1 ) + t a - - £ a £ £ £ u § / § : / 22 2 � . 0 o G 2 G f G Q G G 2 E 2 D o = a > a) a z z con I u m z m n e@ 2 f o _ e >e = / r = � Q 0 (n 0 k ) _ - $ f § f f - 2 : _ _ 2 E ] � § ; ca / § k z z CO/ & \ \ \ \ \ 7 \ \ Cl) , £ o » __ , ) g c { ) } ƒ ) ) j j / LO / \ 7 2 f m m \ \ \ 2 o � a = - _ t - m _ = I § \ \ / / / ƒ k / k D / / t § } k � Cl) \ z z 2 } z 2 } 2 2 0 n CL \ . J k i ) f o o f N T Q Z � Fx W � N I Z Z Q cc c I 0 f i i f d N I t d V J I N C O G I I d f' O. i0 1 0 N 0 V R CL CD I � Y I � I a rn EQ Y I I v } N D m Q d � LO �. W Q N O N n z - a o Q � J i / k ) a ' � i z § ( 2 t % % cc ca co 2 ° ° 0 , V t § % i m > 9 § 2 / cm c I / \ . ° ° 8 f F- F- a) » 2 v 2 » o 0 2 k k k k k \ \ \ \ \ \ k o $§ u \ E I E _ IL _ _ IL a- I I a_ e I � , § a $ $ $ e * . % ' % \ \ \ \ $ y § 0 0 0 0 0 0 0 o E c / t m # n c o 0 5 . @ to 0 Cl 2 0 0 0 ¥ = 2 @ 2 3 9 ± f R o < # � / o 0 0 0 0 0 0 0 2 2 2 2 = r m m o a * c B B b b B e b b B b B e b e e B w w 2 S S \ @ g \ m % m m % m G Cl) g ± q N 3 i f $ ) a = 2 m 7 7 a t a t a 2 a « a D A 3 f 3 / 3 / 3 f 3 / j f ƒ / 3 f 3 2 2 t § } � 9 C _ = c & & i 2 � 3 3 = t 2 2 = = 2 2 p § / / ƒ } / / ƒ } ƒ ƒ k k ƒ ƒ \ \ » C u -i A-- _ & & _ = u _ _ g g m m £ £ 7 f � » m m 3 { 2 3 3 k k Q ® k k * R / 2 / / § k k / / / ag c U, . Uj » 2 f t t t f 2 2 f § § § § c c = = c c . 2 2 2 2 2 2 2 / 2 3 \ 3 \ $ / k k k k 1 2 $ o o O o 0 0 0 o m I I = _ O / � 2� � I r I z °o O N O I N ? 40 J � Q I � C Z f W V N O c d O O c Z z o c � ca d o c I Y ° ° cn O O O p cv o cv o cv c.) ca v > > CL ° ° ° c ° o :3 ° o CL c d I C O o 0 0 0 0 0"� o o - ° ° \° ® co N N co O O O O O O O co O O CO O V N N V O. �+• O Cr3 Tt a3 O to O C6T w 447 "t C) m to co O V cnC r of Y �t O co r to Co O ,-- O O O O r N N r O O CL v i c o 0 0 0 0 o in in o 0 0 _0 0 0 0 0 ! to to M CO h 1,, N N (O CD to ts") N N Vj Cl) co � M CO co M N N N N N N as L L L L L w w a) w m w m w m ° 0 0 0 0 0 3: w z cn z cn z cn Z i a Cl) U) -� c a) cn to I C C C � Y Y tf Y Y O O C C C C 111 W c � � ?� `a c` � � ° ° m a 2 2 aa) aci d 2 2 LL LL LL LL U U '. 3 9 Z a a' cm cm L w ° L L c c L L c c �C G[! as ca r ca ca � Sc Sc J o o c c — — x x o o x X o o c -E v cz ca N O O O m ca aCL 0 LL LL U U m m 0 W N W r to to to y cff a) za H c c c c E E E E E E o 0 0 0 0 0 N a> m a) a) cn Uo cn c4 cn cn 3 Z 3t _� | 0 � � —{--- z q » m (D ( ( ( ( % 0 t 2 _ = t t § . E co co E 0 2 5 5 5 r % $ $ $ o \ 0 \ \ 0 0 0 0 k k k k e e e R I � c a 7 e 9 » 7 § § v » 2 £ 2 » y a 3 a 3 5 3 a 3 3 3 ® 2 L @ r 2 2 2 a. 2 2 7 U E I � § § a $ y $ @ @ $ a @ + z 4 : o / g o 0 0 0 0 0 o q § R . 5 � § f 2 2 o 0 0 » # c c \ 3 4 # � o m o 0 0 0 0 0 0 0 2 2 0 IL e k 5 E m w B b B B B b ! % w B o c LO r c c p \ a o 0 o U') Mn m m m a � LO r- 0 2 F ] 7 \ { 7 £ 2 £ 7 £ 7 0 p @ z @ z I z =. z m z m z E z Z ! k k w E k \ k � p § m m 3 3 \ r (D 2 & 2 (n U) _ _ C: LO � ( \ 2 2 \ \ i i ® © � « \ \ q / 3 3 k \ \ / CIS CL ( UJ LU . _ = c § £ _ g § g c � m m ƒ { 3 . 3 k k \ / k 7 m $ S ° @ @ e @ @ @ r = 5 * E E & L E E O 0 0 I . 1 wgr O N C N :Z.a -i J � I ~ Z W U d O Z a c ca E m Q d C N N Q a N N G O M d Q. co 00 U) cm M N CD` d N C a ° co m O 4t; j N Q (n V a)U CD II fa m CL 1 c N LO d co N Q UJ o f N � p N �o Oc U Z Q W E p m C/)c m Z 3 000 c Y v & Q N CL ° w " � ro N U � c 0 3 W O� N P Z N Q O N y'om J � Q Q ~ Z O O O O O O-. O O W L t t r L L t .Oc V a a a a n a a a a c m cQ cQ ca ca cQ cQ m `) d a Q) a)` `m ca ca ca cu cu M m LQ c E o 0 0 0 0 0 0 0—co cQ co 0 N 0 —ca a cQ U) Un U) Un Un a) Un Un I N a> 3 ? > > > > > > > > n a a a a i CL a`, a a` a- a a a a a �y V LL V a' a a- a a a a a m m a) °? °' m m O ` N d N d c1 cu W d c6 ca d N cc d d C N d C d C d N a ¢ d a Q a a C C C O. C U U U U ¢ a a U U a U a U U U to LO °co ° p ° n ° rn ° n r- Cl) w cpo (`Do °m � pv Cf))to x x x x X x x x x x x x x x x x x x x x E aOa O N N N N c bw 0 0 LS b n Or r b W M O r r N N N N N Cl) co r CL = O O M lf7 N tfj N O N N M O r p O O O O O C O_ 16 og g o H O M O { co M V � O CM] 7 N a) V Q, [M4 Ct;1 LLn U) O O T Q) tm N n O sty N r r r 13 d n N M r O L0 N O N O r a r N r r r to a rn C to 0) to a) N N to to to to to u! N to N N Q. N m N a) a) a) a) a) d a) a) O a) O N N a) a) O i } } } } } >- } >- } } } Z } Z } } } } Z i N L L L L Z5 L L � Z5 Iv- Z5 z tQ p 7 O O O O L O Z UCO m a ca ca V! Z C/) (n Z Z Z W W W W cc Q to to « V1 C .0 C C L L C C c c c N 2 2 L -he c (D E c cc coca ro m f6 a) r r O t`cQ m N ~ '� m LL LL m ~ U U LL LL W to w f Q E co c c ca :3 O o c o m O cQ r x o 0 wLO O N o C C L C ... C 0) N to *6 to Y � Y cQ 2 E C ON H C li j L L j N (� i a) N a1 N LL LL 7 U U ' LL LL 2 LL LL -7 Z rn Y m r N M V sL) O n aD M O r_ N_ M_ s0 (O n W_ CA aJ U U U U U U U U U U U U U U U U U U U a �: ) z22 a � � i § \)I k �) ) , 2 � k 2\ cm : U) r ° 7 a � u � U / to k G% i \ ></ E CL - / N / § � o 4 n R £ « § _ % �O �\ t $ { \ { \ r E A < ] / \ ! / \ ca � 0 § j� k ƒ k #] /_ ) �] om \ ] ® \ N§ & ) 2 ® - \ f c 3 «� a )% 3 2 } - 7 ® 7 , � } 3/ \\ _ « @ � - � § / $ a . 2 LLI / � . 2w Oj \ ' # k 2 r I Z °o O N p N > z w W O t I I y d O z 1 �p j C W N D 1 i c N CL ca H H 0 d J H H H L C O a O O C3 O O O (D O O O w M d 0 ca O O t3 U') N © C7 O O O C] (0 L N CL co c 'd Y _ N O O O O O r O O O O O O L -0 iL N Xk > N I V N U O LO 0 cu 1 .(a+ O O - co co � � N N M M CL !n N N r uj N U) N 2 C p L O Y n C L N ° N O O U) z i z z U) w w O 3 U) Z — a L L _ _ 2 c c L L C_ C_ Cl) Cl) co � W L ca co f6 t.) 0 w LO U U H H ❑ ❑ Z 3 CD V) U) U) m 1 Y N m N U co U C C O O C C Y Y O O 0) 0) U U co Cd N M [SS L ?� 3 'j l� fi0 do ❑ ❑ U U cz co _ = f— F- O I ~ N LLI n '0 a C C C C U1 fn � CO O O 'a -O 'D 'D (6 co CO cz c6 c6 C0 0) fn 7 7 > > ❑ ❑ 2 2 :E I � N _ _ _ _ Z LU Z N O o N ar Z � 2 W N j = d F- 0 Z N c R E d D 1 U U U U U 41 U ca a a a a a a a l co cu — U L L ` U ` A N U Q Q C7 CJ C7 C3 N O co co ^ o V cn T C X X X X X X X o ° o ° 0 0 E � M m r ° Ln '—I- CL D to U O V V O N O O S O O N a o o n o o ? N d Q Tom- � Or V- 0�\0 N _ _ I O N N 7 7 N O to Xj Cl) N V N N a a d ro m 0 a6i _ N O _ r > m fn (n N N N N CL O C _ C N N N N N O N O O O O N Z Z Z a n N C 1 } o cn OQ H O N N J ` N .N. d J O ` J m L O J O N p� N N t d n m O E E 70 fIa Z W Z Z a L Cn cn a 3 O o U) Cf) ) W a � � U N m Np N N N Z co W Q a C[% ul W u' — a N 0 r N C C C N N C CO co OJ N N g g o o Y cc o in cNn r"'n ai cCDn � wo ; 0 § � Ir 0 z t ) � CD 3 § . A ) i ƒ b b M \ \ k \ \ / J 3 ) k { { -C205 { / / / \ k e e & e e e 2 2 ƒ 2 ƒ e g \ - J J 2 £ = e ( m m I , § k / / / / / / / \ \ \ -.1 / \ / \ ( \ \ \ / / k � o 0 o c ' 0 0 2 m m = CD 2 o f \ o w o � . . � % 0 0 0 0 0 0 0 _ n a r- � o o r- o » c o 0 0 , a } j @ 5 5 5 5 5 b b b in 5 b 5 E w 5 � b b b b b b a _ It z r = » c o m m c o LO LO a N � P- c = o M a m # « # # n n v # r n « v n m m m m c 0 g b § @ \ m \ 7 \ 7 \ $ \ 7 k { \ { ] 3 c z cn z Cl) * 6 a w « = R ± w k w R w z m z ] _ \ \ - - - - - - w 5 " ® 5 o � ® e o \ § k 2 c ƒ a z z « * z z * * z z / / m 3 I / \ » » » » » » \ ) m 2 ƒ ƒ co Q m ƒ z # ƒ ƒ A § k k « \ m @ a « R * R 2 ¥ * « 2 2 k * \ \ \ | 0 a R z z z z z z LLJ § » » » » _ ƒ ƒ = f r @ r r ; / k f f f f k \ { \ / \ f \ \ i a � 2 $ % S g ca / 7 7 / = m c I \ \ \ \ a ' 0 ± _.. . P 9 r f W °o oN ° N Cv Z � W 2 CC p Z i i ' N d O Z a ! c m E d J 0 z N � > oo -0 jo0 c 0 0 a o a o 0 0 o a o a _N O C C> O U O O O d C1 y M CL m m o d Lr, IT C? °n N N a y � c L o C) st 0 o d �r O C c O CD C) a Cn ` k j D N C O O O O O O O O O O O O O O O_ N M C° m { N In O Q) CD co Cl) Cl) CC) CD d ca (n N In M LO N N Cn to � N (n p O p O p O p O p O p O p C Q O ® (q Z (/� Z (/� Z (n Z (q Z U) Z (q Q Z C C c L L CO C C C c L L ffi W c c E a Y Y D cn to m m a a cn cEn Z_ m c c c C C L L C C VJ fn O O O c c c c Q n m C L L m m C C d 00 U U a) 0 to W 0 W to N G) _ N en En Cn O w h co CO cz CC1 N co X X X CO X X X N T � � Z 0 L r 1 LU I . N Z.Co Z � Q W O = L cc ~ N o_ Z O Z N a m c E i E ° D 4) f6 U 1t � I i D L t 7 T L 7 7 7 7 L7 7 i a U U d U a U a d a a a a 0 a) m N m N N I C m m m ca ca co M CL n a a n a a v a a ¢ ¢ a a ¢ 1 p N LO N m co 001 r r 000 co co C X X X X X X X X X X X X X X c E N V O 0p r M N N C� 0 COO m co O N M M C. 07 = M CO O O M O r r N r r O O p N LO CO C) N h C7 O Q O M N V D cli N al d 0) N Lo Cott � N N LN�'S CJ N *fl M (O fn r fl+ r r a c C I a) Y „ L L_ dN r O L r N O O N O n ui h c •3 j N O N y 0) C mT J J 2 7 C C N W N y N N N N N N to N N cn a) N d O_ N Ca i. O. N a) a7 al a) N a) a) N a) m al a7 L C N a •roco 3 m � `� co �_ p N O Ul J C p N L L L L L L L L L O) m N cc a� H o a m p a t O O p CO a m Ca L W W p W Z Z n 4 Z U) n n A F.o O.m a T E m d J (A Z C C Cn O — — NON Z QC rn u, o c CD -p' � E C = W FL-ZLj ai Ca C c .L-• .L.. r ~ C L L N z � (D 0) cn cn w rn a a z0 z0 z T 1 m C L C C C C S Q d m = E E c E z 0) cn —W ) Cl- CD H m « - - - 5 - ca - - _ = o ® pO I y U H Z Z m O Z CO t O r_ N_ M a O Z Z Z Z Z Z Z Z Z Z Z Z Z J a li w O N O N a a Z 2 W 2 2 y z Z a c R 1 m O 1 t i �i R 1 N C O .y y F C O � •N N N d a I m { Y I R a f I C e N d a N cc a ❑ { ❑ m z m a w CL ❑ i In C) o C) J °o C7 ° Z_ CO N J cc � �i `1 LU zST O N O N ?,N co J � 7 tL U N N a N N N d a_ a 'g ;o :o L L L L L zi c O O C �? co> C >O O O O O co Y Y N> Lcu m m > > C o 0 C m 0 o = d m m w Q N N = f >, co (6 = C6 l6 z .0.. _ _ +O. i Y m d - co cG Cc Q L L L L L T N co co '0 fn co co U U N N N N Ul Q N N CO 0 aai Q U L� L>j co Q _� N Q N 1 m m Cl m m > n _ co . a J CD CO CA w a) a,) a CL ° 0 0 0 0 0 o- ° CL cn cn z a) z n a cn U o I ca � m ° z z z z z a w m z z° ° � I d cv cv v v cv cv ° cv 2 Q 2 v 2 cv v v ° m IA n o > > Z3 ° o o :3 =3 ° o o o > > cu o a- a_ CL a. 0- a a M EL IL CL 0- a_ 0- IL d 1 I c 0 D D D O e LO N Q O O M O \O O O O o O O O O M CD Q O It O N N V w O O O O 4 M1 ED r-- N r N 6a d O O lt7 M1 I' Y I i m O O O O O O O O M r M Cn M O O LO I { 4) U C O O O O O O O O O O O O O O O O CL7 io O m O O LO LO LL) LO LO LO Cl) Cl) co CO M co LO LO N N LO J� LO M N N N N M M M M co M M M N N N N co 0 1 � � N O N N N O � � N � V1 5 to in w w w w 3 w w w w w Q L L C C I) Cl) C C L L C C L L C O] rn CO LLJ o o c c _� a a o o c c p p c c a) m o� ❑ a) LL LL U U = _ LL LL LL u_ C) v _ C7 � Z . J J N (U C C C: W Y m (n fn v t Y �[ Cn (n C C Cn l6 V Y Y N N ° O N N ° ° N N ° ao z z LL LL v v z z z Li LL v W ° W ° N N U U U i i i ` ` O O O O C C C C C C C L L L L fu as co N �c j' >+ N U U C) U U U U U m m m m Z � O LL Y i W o r Ooo � a o N a,o Q O N W to( F J a) N O z co LLI JT N U c (D r r 3 m ca ca ca ca ca Id co c C I5 -5 n � ca a J O (G f� d rn c a)i a) c Q Q Q Q Y ,- r m N aai CJ m > > *" c 0 o a) � $ $ U) 9 3 ai c Q ¢ 3 z = a T o v v v v a t o 0 0 0 O T cO N (n O � � > > iii Z Q Q a) > > Q ! a d c E Q ate) a) a�i a°i ° D o, rn as a -o a) G a) -6 W CC U VJ U Y Q o CC Y N S = c (n w c0 co ca d � Y cu co M c r m N m m m m �' m a) n5 c a) a) J O > a) � mm � Y > z O Cl) 0 0 0 : 3 a) a 0 � _c o ( U co o o U) 1 c ca co Z O 1 z z o a) z 01 a) a) 0 O O O O o 0 0 0 2 c`a o o m o . n � o n E E E E :3 > > =3 = m n =3 m a m a. IL IL a- IL a_ d a cu 1 a � U C 0 ,gyp o 0 0 0 \ o - 4 0 o q ° ° o o O O O O ^ co O O d O O O m N C7 O O O N CL a. N m N r � Y O W co L O O (N O O O C) r r O O M r r { m CL M a) to f C O O O O O u') l!) O_ _O O _O O O O Ln to lt) a LO M M h !- N N (D T 0) M � y M �' M M M M N N N N N Cl) M N 0 'd c N ca N ca a) co N N N M C j 7 w 3 w w w w w (on z (°n z° in zo () z° r Y Y if v D _ m O m 0 r (� E E r LL a o o c O o c c c c o o ° Cl) n u LL LL w U Z m Y CQ X X X co c C U O O o O a) O O O O O o M (i L d °o U H H H � U m m 7, ) U 1 � W o W ° N a) C C C C C --. j; :E :E; « Y L L t .0 L - C E o 0 0 0 0 0 0 � (q a) a) a) aD to (n C/) U) co cn 3: 3 3 Zo LL O � ; � � ] z 40 . 0 /� z f L » d i � » | { 7 7 > = _ 7 » & < $ § k 0 0 / § , { £ ( $ _ \ > a m _ § R = < { } < < 0 e o 2 a m Cl) { \ + a § m ƒ ƒ g g CL § I e - / ƒ i i k } ® 0 c c ƒ / .7 / co D- / / � * 6 R ■ » / f a E E ƒ LO I o m a # C § % a a 2 v 0 v 2 y 3 u = 3 5 3 7 3 3 m » / @ E 2 2 / IL 2 2 2 E E / / ) 0 I / 0 \ 0 0 \ \ / k\ \ 5 § / 0 0 0 & 3 4 f \ / 't n _ 2 m § $ 0 IL # 7 = < ` G $ c j c e b b e b b b w b b b @ E « . U) _ = 2 2 0 0 0 0 � £ co f m � a � n Cl) LO U) w ¥ _ } \ \ \ t e 0 0 0 0 0 0 0 0 0 0 0 c o C0 z m z @ z m z Cl) z m o 2 _ | « G .. r r = _ c = _LLI� \ I 2 2 2 2 § / I » \ ) \ \ > > \ \ C) ° Z 2 CO 5 0 0 c % @ % $ c S w cis Q / \ k k \ \ q \ / $ ao wo w e c a m m m m m a $ « % ) & g = 0 0 0 \ / § § § § § k § \ \ \ \LL E LL U- LL U- E o e O o Z ] 0 1 o o N J � a cc O O O O O O O W o n a a a n a V c6 <6 �6 cd i6 N Z .� ro ro ca ro ro a5 ca p o O o O O o N CI N N N N N N N U U U co U U U U U U U U U I ro v m v v n v g o g v cc, .8 o g a o cc as a a` a a s a s L� UL�U a a a a n. a a d ro L L i L L L L L t L (n U Q U Q U Q Q Q U Q Q U U Q U U Q U H C O O O O O O O O O in Lo O LO O F- co h h h h h M co CO co co n V X X X X X X X X X X x x x x x x x x x d O 0 0 b b LO O O O O O LO 0 O LO E r O N N N r r co O N M M W h r co O r 0 N N N r CL O O M LO N In N O N N M O r O O O O O C O O p N O b Q \ \O 0 O 9 O O., cO D N M O O V d Q G7 m to co N cD Ln � O N N h o N r r r r r N d ro a7 O LO co r r M N V O N r h O r P] r a Im M fA N N N co co N a) N a) to to fp N a7 Q. al a7 a7 m a1 m a) N a) a) a) ° 07 ° N N a) m N i7 O ro O O O ro ro p p 0 7 0 ro O ca ro m cn W Z co U W w Z Z Z Cn cn Z W U) cn W W N ` ` L C cc ca m m c�a ro E a) r t ° F- U ca LL LL m Cn U U r M LL f C U L L U C N Q C C L C C N L Q ro c c ro o o a 0 o M r x o m 2 ca CD LU i ❑ a 16 (A C C = L L L L C C N C C C N N Q <o x C C C p p 7 ?p C C x fC C C Y 1 'a)7 LL LL U U 7 S fL LL LL 2 LL LL 7 O 3 Z N Y cm m It O U U U U U U U U U U U U U U U U U U J � atr ( � ! Wa ; §5 wk \w a { G ) ,}, E � -0 -C ) \ � . m 0 / ) k ( 1 § § k / ! \ / < � . % \ K ƒ k $ . Q � J � ca 00 _ I . § , » § 7 ( ! § \ } §T \ , m ƒ \ .2-coo ` � § \ � / ( \ _ & ¥ ) 7 < ) . | § \) "Z 9 ( 9 ] _ $ om & eo cp j 32 3S j z ®� \ Qf � � 1 » . » \ E #] /� ) % f / f \ f \ « _ o m a - _ f / \ \ § / / \ -0 - &) ) � e w ] IL k � � { ■ $ 2 § ) } o $ m J m % 2 � / o \ � @ t q ® / } \ 2k - � \ 2 / \ a ƒ ( ( LU ! 0 i z $ .. . w � a 0 @ I � § k � 7 � E v � ! 2 ? > $ ƒ $ k c \ \ ƒ ƒ ƒ > @ e @ » e ® @ @ e @ @ e 0 \ � e e e e e R Ta § t a 2 y $ f a $ a a G o 0 7 0 0 o G o 0 0 0 0 I % # ; ƒ 0 0 o m / & 0 0 0 0 0 0 % o / je E e l 0 0 0 0 0 0 0 0 0 0 0 0 \ t 2 > / / 8 � k � cc \ § k k k k / \ ± g \ ƒ � « # - n n � m n n I 3 7 { CD = _ _ _ _ 3 « t t s t 5 5 3 = ca a) 0 6 g \ 6 k 3 } $ k 3 k $ E LLI O m 2 . t t c ? E « £ f as w 2 0 7 7 / / 7 7 @ § a as o § g # R o O , . § t t c \ k @ R W � / d \ 2 2 $ $ / / # 3 \ k � $ o e O G f f / / e e _ L § U) j a 2 2 / / - / f f _ : e » _e / / 7 7 7 k k 9 » @ Cfj @ 2 = = 2:: 0 y : r z z cc W F- D 0 w o N z v c R l E In O U U U U U O U NL7 7 7 � 7 i d w cc cu m m a� �C a a U m 2 3 U Q Q C3 U C7 C7 H C O O O O O Q j co ° v co r c X X X X X X °w X d E m co r "' T a i a R 2 C O ca o C 0 0 0 N O V O N M COO O N N � Cl) L M LO y � 7 m O M O co M Cl) O a m co g ft m U) C I > I _ Q N N C d C — I C N LD f0 S) N II 'C (D m N O aNi O O m d' cn C y > Z } z z a U) o Q o U) o —1 N N Cc J C C N C J C cn a)J 6 N J N r c 5 E E � L t L L ` O U O r (D (0 aa) r r 5 m d s rn �+ Z � ui Z Z uo O o 0 U) N Q p F- F- U N � I p d -o C w co c i Z m j W E po w h °p c—Na cNa cca— c ca ca 0 o y cu z O 2 �o z co OC o in c"n cn cn m ( � t LU 00 N O N ?� z m w H z i I i i I y d O z c co N co co D I I N m a� m m a� a� m m E E y coo c�u coo a CL a � o o a a a a a ca d a on d on H > > oa d d d a- a. H L z U U L m U m I c 0 n o 0 m 'O 0 \o ° a o 0 0 0 ° o 0 0 o o n N v o 0 0 0' o o O O O O o ° o O o ° ¢ o p .. O O O O O O O O O O M O O O M y 01 V C O U? to d Co O v O N Y O O O O O O O Cl) Co N co O Cl) O O O O ICN�-q O O CL I � 0 0 0 0 o iO io 0 o in iO o o in in in in o 0 It Lo LO LO O O O In lO Co fo LO LO N N I�N N d' M M d' M M It � M M M M N a N N y y lyV N M ... 7 Zrn z U) z �_ W 3 w co w w w 3 w z �° Z E E_ w y J J N N N N N Cl) c° X X cC cy p w w z z 3 z z 3 z z F- m m C) °�' 3 m E m J 7v IOC 'v 0 m m n m m m co(D �a -�; 3; 3: > > o t CL N z z z z Z Z m F- S ro i c w �j L L L i o 0 0 o c c c c c c c c — — — Lm CD N r m c', m c aci aci 3 3 P 3 U U m m m m Z Z Z Z Z 0 cn d W8v 080 N a Z rZ W_ H Z i d N M 0 Z C cw G d 0 I V N U N 12 U U U U U C 0 N o o O o 0 0 o a o 0 0 o a _ O O O �J` O O O d O O O C7 C7 I I � U d O O O O m O O U'] v YO LO o M 1 � U ` C � O O a0 O O O O O O O O O O -0 'O O I+ a m = cc 1 > = N V (D rn C o 0 0 0 0 0 0 0 0 0 0 0 0 a 0 cro r r LO LO rn rn co co T r co co o. U m W LO LO N N LO tf7 � c � C p GO m z° (n Z c° z° c° z° cnn z° m Z° can O O Z co co c c c c s L ! p m ai cn m CO m c ai aci U) cn z 3 c c c o co c c c c 7 7 'C 'C @ Q O CL m c1 N � V U m m a) a) i N i O ' ' W o W LO d co co ay ca ny cd c� N cy0 cc cc c o ts ccri aX7 N N N N E rn 3 3 1 Z 0 n ! , LU a= NZ 7�z / \ ; 7,o . 0 s z 2 k 2 D A r � _ ! ` k M \ k k \ } / § = � . . § a « k ) & I-- o ( o ( o $ Q. ƒ $ $ 2 J < j ) / j ] ] < < < < < k 2 ) ) ° / ° 5 5 5 5 x x x x k X X x - x x x x I % 2 \ 0 / $ % % . / } § % k # CL 0 n « 2 0 0 n 0 _ m 0 _ ( ( / / ¢ / \ { { § B � 0 a 0 0 m 0 g IT « $ m - $ ; £ / 2 2 = a n z m » 3 \ a § m k I ] . R § � » � o 0 o n o » m < � § _ e m 0 # f ƒ I » .. � § .. / $ / 9 j ) Ea-, $ \ ) \ 7 ƒ ƒ \ , \ � } } 7 \ 2 ] c { a § , ) 2 ; fEf @ < e � - ± Do \ k \ r \ � 0 ) N J §`�\ \ \ \ \ / \\ /} k \ z \ 0 r = mJ k = f ¥ Q ƒ R � z Im% \ ) B m E E E E ® § z k w e \ \ m m n m / k k - . $ { } � / s § % % - ) ) { E \ \ « 7 m � \ \ \ z LU [ z oa % / / k k ) k § k \ k z z j -7 k 2 / z z ) z z z z ) 2 0 n IL \ [ � z £ ) F LU iY Z Nw O N v Z � fx w O Z Z V e R { G d N f N q c 0 c d D CL �a Z c 0 N M CI W V a N a d Y a rn e 'H �L 1 f/9 Q �2 d 0 m Q � E 0 O N J oo U? Z aD Y m o Q w J a �, zo ^ 0 a G N TN Q F } Z V LU CD m m N N C O _ _ N O O O tf a Q_ Ca _ _ Q C O O O Z cc 3 ( c a3) (D o > > 01 rn a1 c O c � U O O O O N a) N N H H � t` U_ U _U U_ U U_ _U U_ _U U_ _U U_ U 0 U 7 7 7 7 7 7 7 7 7 7 7 O 3 7 7 7 7 a- a a_ a a- a- a CL a a a- m a 0- a a a_ i _o • - 0 0 0 e o 0,- o 0 0 0 -0 ti ti o 0 0 co co w H d co co D. O C3 m r '711 C', O U7 � m a O O O O O O O O r r r O O O O W CL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o Cn in O O to 0 LO M M w w m M In cc7 N N y Cn Cn N N N N (1) Cl) M C9 m C9 Cl) C0 N N N N D N ca a) co a) ca N N a) N O N CD N fA N N p CP � w � w w � w w w 3 w w � w Z - O O C G L L C L L C C p c W O O C c 0 O O c p p c N ` cu "6 N 0 2 2 2 0 0 w w U U = = w w w w U U a Z O O U) U) r C Cl) ftS � Y Y E CJII SG J J O o c c — — o o x o o c c Q g z z LL LL v v z z zFT LL LL aN wo w �Q w . d i 2 co co o co c C: c c c c HCO •• L L L L L L L L a5 co ca ca 2 2 2 2 v N U U U U U U U U m m m m 0 t W O N r O _g ° Q � f � Z C W V N O C 1 � y L « L O O Z � O o c 3 co c c 1 Y V 0 D to N N tI � f O C 94 21 .1 a� a� O O O_O o o .2 2 cu �- F- a_ a CL E E E E a a M n- IL a °' _ CL a a c O 0 0 0 0 0 0 0 0 0 m n ° o o 0 0 0 0 c O O n O O O O O O O O N F b y V D. n O r V w O o r O M Lo n 0 j N V I Y r r CD Cl) co O O N O O O O O .M O � a v c o 0 0 0 0 o in N ! r CC) � M M � n N N r CD C q T T O y M M � et M CO M M N N N N N N I fA � (� W iA � in N in N y � L L L L S3 N CO CU CO CU Rf N M N CO N ca O 0 O L D Rn w w w w 3: w 3: w z U) z cn° z Z CC C L L C C D) 0) C C C c GG c a � � T T � � T T o O w w as CE c m z z w w w w U U m m °' C7 3 z L L m N N M R1 L C CU W LC LC Y Y i i O O C CZ O O O O O O O O O O f[5 C` L L w N O aN i wo '25 G1 C c C C c C Y L L L _ L r r C r c ca �m (1)i a) (1)i i A n n (1) -2 z OU) F P 0g ° N a z ( W C C C C V N N N N O O O O 71 r � Q) a s a a 0 0 `O o 6 Z I cm Q U U U U O O O O N O N CD N N N N CD a) cti U U U U U cis � U U U U U U C U1 .a Q J J .a .a a) 7 7 7 7 7 N N 7 7 7 7 7 7 CL a IL a a 0- a IL a- a CL m cr c _o 0 g o a 0 0 0 0 0 0 0 0 0 o p � O Co O © O O O O O O O 1 � a) V D. r O O O # V r N i'1.f N 1 Y cc O O O O O O O O O O O N Cl) Co IL c in in in in o 0 0 0 0 o in in o H O to Ln CD CO T T O O O O In Cl) M N N N N M M Ln In h js Q O O O O / ca ° n z cn z i) z � z C/) z° U° z° W z° z C C c c L L w U) Y O O c c c c L c c L pa) U) �m m aa) a) U) can 2 2 cn Z Gs m �C E c c c 2 o o c c c c Q- (� c c 7 7 c cu c c O O 'cG Q ° a) CD L L m (a CL N LU W ., c c c c c c c c a) m a) Y a) a) a) r O O >>O T T T T ns T L T O O O N •2 N U-LL LL LL Ll LL U- LL LL U U U Z 7 0 cn w 1 o N O N T CD J � Q cc 1 z t W V O Z C to E N O d { N C N N N �I Ir I C O N p N M ay ~ r o LO M � M V d N O C O as a a; 3k > N Q U1 f V N U ca fA f ate+ LO Q d(/� N h _ eO U 0 � 1 z C L_ W E O U) 0 3 _z -� Y E m c cc d `� Q o � aN wo UJ CC m L N o U z2 o UJ LU z N N N Z� J� a z o 0 0 0 0 0 0 U o 0 0 0 0 0 0 J a a a a a a rL o o Z 0 a co o [OC BOO N ca co c E E E E E E E tl E o 0 0 0 0 0 0 0 U 0 U 0 U U U) U) co U) co ]�I 1 g o g v v a = d d a d a a a a a a LL(Lj Ll V d d d a' a d a (D m cc m m m m m aac)� m d a a L a a t c a> c C.) 0. a CL�C a� y U Q U Q U Q Q Q U a Q U U Q U U Q U gn c Lo O°m o c°.) m °m cc X X X X x X X X X X X X X X X X X X X O W O ° ° T N ° ° p0� LOO w O O F r: O co c%j r r N N N N O N Cl) M co n co CO a r a I = O O m cA N u) N O N N Lo O r O O O O O I � L O N d 1 OD cc C O N tC m O O r N CV G � r r r II m LO O t— co O N O W O � V r O O N a O) { C fn N 0 N ca C) W N W W W O cn O co 0 co y a r } r r (D z a) z (D r r t5 5 Z5 f r II O L t t W L O Z L O L L L N t L N Rf O L O O W U) t/) A O C0 z W U) a) W W i a co t �, U U L L t! c E c r c c C m o Se o) o (D c` ci co E y H N —3 m LL LL m N c H U U LL CD d 3 Z m L C C C U r r L C c C C t o) ED L ?� ?� L 7 5 d c H W U U S U) U) CL 00 v+ VJ C C C L L L L C C N C C C y C) O N K C L C p 7 7 p L L X co C C cu cu Y Y ap y H -1 LL LL U U LL LL ~ S L L LL Z_ Y m N c7 V cA c0 I� W rn O_ _ N_ M_ a2 O U U U U U U U U U U U U U U U U U U a � J IL U) ! � z@_ �]- § � / k a \ � k / / 0 2 ) co U) co ) 1 r » k k § ) o { 0 �. § ) LO x ^ / } � - 0 0 ) - E ) 14 _ § � / » 0 § 7 ) ® to [ K � Q � Ad ) L ® \ ° ! kk $ � B 2 7 { { e « 2 ! ƒ 22 § ( \ ) �( 00 § f } ƒ ® @G ii] ) > , ■ *6 i\ ( § ] J¥ 2 ] « � ] \M ) , � « § 3 f 36J Cl) 2 2 � $ R $ _ ® 405 - / c \ o / £ ƒ f / J ƒ \ t « E ) Ea F- CL , ° 6 a u cm � ) 7 § ) ƒ ] 0 2 Q . 3 \ k R o w # . cL D 2 � ` ® aka 77 � Go an W o r d O g N } r Z r W 2 O N y de O Z 1 � C cc E m D a) I o 5 Y _ CIS > > > cu a� a> c` CO N d U co ca a5 cz C j J cv co d L ' C O O O O [7 O O O O O O O O cc W V O. O O O LO O p O O O O ED O O Y a) C O O O O O O O O O O O O L �- O cc p N d Q N (� U .O• N N O O O O O O N O W O" a) y CC� M r N N M IN CL U cn a) E a' m z3 0 7 0 7 L 3 L 7 CD N N ca C 3 O p O p O p O p c� ca C Q p p z co z (1) z cn Z cn w w O cn Z ti CaC L C C U U cu ACS u� 3 C O Y co O " Y g g O O pI 0) U ca N U N a oo cn U L) ca cU 2 2 F- F- w 0 V) 0) UJ y o o c c c c c c c c 1— > o o tm cm a o —cc; co — cu as co ca N m 0 s o� fn W °N i ZR 0 N N gr Z Q W ! N H C 1 p Z N V e R E { v D r' IU U U U U U a a a a a d a I I m m m m m m U r CL CL L E U � W I N U Q Q U Lo 0 Cl) c°o r e x x x x X x x E D � (ni ° o u°� °v 'n a I a O v v O N O O I c O e e o o e N p v N O r 1 tll d 4r m N O ui w d o v M ° r Lo ai a a I C a o 0 m m c o m m o Im EL 0 0 W 0 aNi o 0 v a O • O ai z } Z Z a o o > o c Q H m 0 J C C J C J L_ N J N L C ` i N N .L•' Y L U) N N z z O r'n z w m a t r cn o a = _ 0 0 CD C0 1 C N Y Y U U U > c � D H H U Np W co N t O V tm 0) ,C .0 •C l6 f6 l6 as - O w C 9 C C C O y o N 2 Z Z r Z T yk f Q O ` d O r J f P I f APPENDIX B Detailed Land Use Data I i f f i f__ I 4 t Q) I O cz IL v N N ( > f r O I c0 o ! c I - f - "t o o O M 0 0 00 0 0 0 0 0 0 0 0 0 CD O - N O r m Co N 10 N M 00 M m Co N m � O O O O 00 (3 M r co 00 CA N co � t M r M M T 't M � o) � O M CC ~ co N N C, M LJ d i N N N N L7 N r (r) M o N i0 'gyp O N CA LO LO r N r �' cc co O O O N O aD O O O O o 0 0 0 0 0 m Co 0 0 � ct O N O Ly r LO 00 N CD N M m r M L[) Co N Lo F- O O r- r W O O O w O O 0 M C} ~ m M 0) O M N 00 4 .4 C') T C') M T_ � O0 O N CA N LO 0 r N CA M ! N r N r r M Lf) ct N CV N N l!7 N r r C r r ;F M r M O T r N I I F F F ro F ca f f L L L L L L L c f F f F F F Fa ca F F f Fa L F L L L L L L L L L L L L L L 0) CD E E E E E E E E E E E E E E E E E E E E E .-CE E E E E E E E E E E E E E E E E E E E o E E c E 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o o E o o a o 0 U U U U U U U U U U U U U U U U U E U U E U U w i i i i i i i i cz co i p (6 (D i -ca ,ca 7a (d L0 .FO •(o ,(lf (LS Q3 70 cC cQ cC 76 ,RS Fa LL cu LL Fa U cd c� LL (o ca i-.. L=. C '` L= c: = C C C C •C 'C C L C C -= C 'C 'r- ' . C U1 co U) N N N co fA fA y U) y y !p N p (A N N fA fn O fp ! 3 3 > > > > > 3 7 7 7 7 7 7 7 7 3 C 3 C 3 J 3 C J 7 7 a s -o a a a a a a a a a a a a a a a a a 'D=' a s N c c c c c c c c c c c c c C c c c in cv) c a c c :7,- � � ZZ - - - - - - - - -. - - - - { L 0O � •U U Q U Ea •T U RU S U T •U G U Ta •5 U N U •U Lo •U C •U d •U s •0U •U 5 •T U Lis � •5 U �cu •U u U C lc� ` i Q Q) Q) () Q) Q) Q) 0 w 0 0 0 Q) Q) 0 Q) N Q) (D Q) Q) Q) N N Q) E E E E E E E E E E E E E E E E E -p E a E E E 0 E E E E E E E E E E E E E E E E E E E (n E rn E v E E (n u E E 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 m o w 0 co 0 0 w m 0 0 UUUUUUUU000UUUUUUOCUOCU > UUCE > UU 4 w, T T T T T T T T r r T r T T T T T T T T N T T T T 0 LL LL LL LL_ LL LL LL LL LL LL LL LL LL LL LL LL LL Q LL Q LL U LL LL ¢ () L LL c c c c c c c c c c c c c c c c c - - - cz ccu co cz E o c c CID L La c13 ca (C cu cu as cu (0 co (N (0 cu c� c� ca (d c0 co co X X X X 7 r U m w dLo m M Cn o O N m 0 o T N �t Co r� M o M M M 0 .a' O O r r N O O O O r T T T r T N O O O O O N O T N T r T M M M M M C7 M M N N N N N N M M' M T N `O Q 0_p N ii N aI cu C CV) f cc 4* � N N 7 c —cc or: co c CD a d LL t � rn cc N N L I! � f 0 0 i N N a N C M c O � o i N 7 AD 1 ° = 00000000 O O V 0 0 0 0 0 0 0 O O LO CO CO O N T O O Lo M O O Ln O N O N In 00 O O M N N f� r N LO N O lq' Ln f O to N O O O N CO O Lt) O CO M M O M 00 CD ct C77 N Cl) r M w f, OA N N N N M M N r N M N N r,� r 00 ( C ' N N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CO M LA CO CO O N ' O O LL LO LO O LO M O O Lo N O N m d' M O O M N N N � N r N LO N O O r- " Lt7 r-:, " O LQ N O O O O N CO O LO LO Cl O M M O M OD O It Cb CT "t N r N CO r CO r It T o) r,7 C� N N N N Ch (M N r CV M N N V ,:i r,.: T 00 "t Cis Fu Fo (a to is La La is ca ni ca ca «S ca La ca ca (a ca ca ca ca 05 a is (a Wo CL U L N L N L L L L L L L L L L U U U L U 2 0 N CU D 0 N N 0 N 0 N 0 N 0 N 0 0 N L N L N L ,_ E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E ' E E E E E E E E E E E E E E E E E_ E E E E O O O O O O O O O O O O O O 0 0 0 0 0 0 0 O O 0 0 0 0 0 E U U U U U U U U U U U U U U U U U U U U U U U U U U U U E 1 1 1 1 1 1 1 O L L L L L L L L L L L L L L L L L L L L L L L L L N Cn N a o i N i N to n N N N —co to o i N N icn L L co O = 7 7 C 7 O O 7 7 7 7 7 7 7 O 7 > > 7 7 7 7 O O 7 7 7 C J a -t3 a -a -0 v -a -a -o -0 -O -a -o -a -o _0 -a a -o -a -a -0 _0 a C C C C C C C C C C C C C C C C C C C C C C C C C C C C "a W ca ca ca is is ca ca is ca c� ca ca ca ca Ca ca is ca ca ca ca ca ca is ca ca ca ca I^� '4r L L L L L L L L L L L L C N N N N N (U N N O N O O CU N N N CP N N N N CU N N (U N N N �j E E E E E E E E E E E E E E E E E E E E E E E E E E E E to E E E E E E E E E E E E E E E E E E E E E E E E E E E E v N O O O O O O O O O O O O O O O O O O O O O O O O O O O O ca 1 m U U U U U U U U U U U U U U U U U U U U U U U U U U > r T T T r r T T T T T r r r T r r T T T T T T T N VLL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL U.. LL LL LL LL LL LL LL U- U �i C_ C C_ C C C_ C C ca ca ca ca (a ca La ca (a La ca La ca ca co (a (a La as ca ca ca ca ca ca 'ca 'ca ca La N N i "t CO O N d (O f, 00 O N r V LO (O OD N M `,t Lo 00 C) CA O N O N O M M N N M M M M M M It It O O O O O r r r r r r r N N M M N N N r M M M M M M M M M co � T V 'IT It qt lqr V- It 'IT d' V- V I�t It It LO m In O Q CO N m co .r c CD 00 f O o N I 4+ N 7 i c N 1 T 0O r OO O O r 0 N 0 N C� 0 0 O r M M N N C N t) m O N t I- f�" r,: O I` � CD co r LLf M r M M M 1 M cf O O 00 0 m m O O r CD O 'a " N r M N_ N M O m M 00 N N T r T r Cj1 r M d In O O O O M O O O ' O CD O CD CD CD O f- r- O r 00 CS) N V LL N O 0 0 0 � 0 CO � O O N O 00 O O O O CD r CD O r N O f� N d N CO O CD O_ N m N r M N N O Cf O Lf 00 O r_ 00 CO ` r N M r T 0 M N I, r T r r ti f� co r O r M l!j M r M M O M ca a Fo LO a a c0 Fa 0- td cC Lt LC a 7z •L' •� •L •� •� •� •� •� •L •L •1. L •L L L E 0- E E E E E E E E E E E E E E E 0 E E E E E c E E E m E E E E E E z o ? E o c o o o a o o o >, T a E > a s > o o o o o o ?, U E U U U U U E U U U E ? ?� E U C) U U U U O O O ca cv cif E E O co «f w e ' ' ' ' co of LL U of clf ca _F Fa U re a LL IL LL U LL LL LL LL cC ctf LL L` 7 Cam O 7 7 7 7 O O 7 7 7 O O O ±� O CT ZT O CT y N Ul N O N O 7 C J L c C C 7 J C C C C O C3 O O =O O C3 O 'O O O O O O a C IV c cn 0 c c c c c C c c c v) (n cn (n cn cn co c c c c c c cn «j .� c� n LZ m Lo �0 c0 cC [0 5 id ctf c� RS 5 Ca CO wo U U U U U U w N N C C C Cc C c C C N N N N N CU C E E E E E E a`�i E E E a -0 c : � � E E E E E E o ca E * o E E E E E = E- E E cn in 'v, FA m o w v-, v, v, E E E E E E co N O N N O O O O O '- O O O N 0 N N 0 cif 0 0 O N O 0 0 0 O O N j{ m U OC > U U U U U 5 U U U OC OC 0: cr (I > Ir C� cr oC U U U U U U k TN1 V r T N T r T T r r r T r r T N r T r T r r T T T T V LL Q U LL LL LL LL LL -) LL LL LL Q Q Q M M U Q Q a Q LL LL LL LL LL Q LL G1 c C C c C C c O O O U U U i U =— -c L_ L L_ L - w � L L L L 'La -Fu 'cc 'ca 'FZ 'LZ "La r •c = > > E E E E E E E x x x o 0 0 0 U) in m m L L L L L Cn (n rn Cn Cn Cn Cn U U U U U N N v O "t M CO O O r qt N M 0 r f� m Nrr m 00 w "I. N O CD 00 N LO CD r M O T r N M LO M 0 r N N O r N 0 0 0 0 r ;T r O N r r r N N r LO CD CD CO CD CD CD M eh It M LO CD CD M M CO d' 't 't Lo r r N r r r r p a m N LO m R co 1 � 1 � L C 0 0 O O O N O O "d. co rte+ CD Lo 00 M O T 00 O co CD T 00 LO O N N 00 � tY (fl +I` C •It N O r qt q;T (p Ch Ln N O Ch O CD O CD r O Ln T 00 r r (X1 Lo N OD O 't CD _ 00 C� 'I N r N r (D Ln r Ln Lf') Ln Ln ^N, T N T N T T T T T T_ r N T T /ryyW// LL O O d' N O O � O d• � (D C�7 � � N (� Ch O N O O O � CD � CO LL CO LO O 00 (D CY) r O Ln O r r M r r 00 LO LO N CD 00 O m O ,t O t m O T Op (� CAD (� Ln N T O N N r T O Ln r � Ln N 00 r- LO 't O m m fZ I ^ LO r N T r T N O) T T T T T r T r N r r M C7 r r Cn L L L L L L L L L L L L L a) (3) a) (3) (V CU a] m (V a) a) a] w Q) i E E E E E E E E E E E E E E E E E E E E E E E E E E E E O O O o U U U U Uo 0 U 0 U 0 ?, ?, ?, ? U 0 0 0 o o o E E E E U E E E E E E E U U E 0 E U ' cz co o cu 0 M M w ca w w w o ca F WE LL w LL LL LL F F N LL LL LL LL LL LL LL W M LL LL LL co w w o _O N (U a) _N N N N , 55 (U N N co Cn to Cn � co to C31 � � m (n N � CT CT t� CT � CT cn !n !/1 � V) fn 3 7 O c 1 N O C O O O O 0 O O o O O O 7 0 O O U) n C C C Cn C C C C n C C Cn n C c C C_n C O C C O 3 Cn cn C C C C W cts c� c0 ctf ca (0 cC 5 � (0 5 5 ca co c0 *� •` •` •` c0 •i � •` � '� N •V •V •v � c� c0 iC Ri t� � •� •V •O c6 •V •V tC c� 'v C a> O O C O C O C C C L L L C C C C C C C L L L + L L L CD (p N a) a) a) C CU (U C C a) d N wa w2 a) N a) a) a) a) O O o a) a) a) V rnE E Ea E � E � -� a E E E � � a -o � -g � E E E -o E E -Oa E m E E E v, E cn E u, rn m E E E vi 0 in in to E E E cn E E E 0 0 0 0 w O 0 O 0 0 m o 0 0 0 0 m 0 0 0 0 0 0 0 0 o 0 m 0 o D U U U CC U CC U CC CC CC U U U CE CC CC CC CC C= CC U U U m U U I CC CC U d 0 LL LL Q LL m LL m Q Q LL Q LL a Q Q Q ¢ a ¢ Q LL LL LL Q LL LL Q Q LL l s -C r C- '= '= V 'C 1 Y Y Y Y Y Y Y 34 .Y 0> 0» 0) 0) m0) a) cmCD O O O O O O O O O O O O O O O O O O O (n LL LL LL LL LL LL LL LL LL LL U U U U U U U U U U N d l!7 CO V t!1 O r CD Op r r ct N Ln O r N 00 (A 't r m LO CD ch LO 00 c9 N O O O r N O O T T Cl N N N N C+0 N O O O r r N N T r N N N N N N N N N N N N N N N N N N r N N N N N N N N N `O a 00 N m m cu IL j V N N cc L6 > M f d p t = o N 1 U p t a 1 C LO N O N M O O O 6) r d C6 CD C+7 0 'aO N CA N N r O d O I p LL 1 N � N O Qq Op 00 cp co 1 F CO MA .0 .0 U U N CD N CD OO O O r U E U U U i co.ca Lt co ca C 7 � 7 7 _C Iv C CA C C C 1p LZ c0 CO cC L L L �j rn E E E E 0 o 0 o 0 0 U cr U U U i y a r r r r r 4 0 LL a Ll L.L. LL c c d rn rn ._ d a� N m 'rn 'rn U U = _ _ N N L V LO CO r CD .0 N O r CO O ,a N LO r r N r0 Q N | | w c LO m / e g q I ~ C\l � - $ � % o { � r o � C — k k / / N / / / 2 m # # 2 m CO » co % � 2 - . o ■ � . . . r � ; 7 7 ? N / . / 7 k @ # 2 . m k m r-: N � | 2 2 2 = 2 2 e s 2 / /. / / / / ' ■ k k / k k k / / / k k k \ k / / / / § \ k k k k 0 k k k 2 2 2 2 _c \ 7 2 2 § % % % % k \ / \ %. ! £ � 2 2y 2E . § 2 2 & m m c c@ m o / /§ [; [k / '/ / 3 3 3 / / $ 3 / / � ` J 3 3 2 J / J E E *6 c = c c c / q § § co / k k . k Fk . k k . I ■ go r r c f o = \ \ k f « _ & ® WGL October 1,2018 Mr. J. Scott Williams scottw(o)_prapevinetexas.gov Development Director City of Grapevine 200 S. Main Street Grapevine, Texas 76051 Re: Downtown Grapevine Parking Study Request for Information WGI Project No.25183515.00 Dear Scott: The following information, if available, is requested for our Downtown Grapevine Parking Study. Your assistance obtaining this data is very much appreciated. REQUEST FOR INFORMATION 1. List of key stakeholders. 2. City personnel that manages the on-street and off-street parking operations, events planning, residential neighborhood parking permits, etc. 3. Information and point of contacts for any parking-related committees and/or groups. 4. Recent downtown master plans and/or downtown economic development studies or plans. 5. Recent parking,transportation, and traffic studies. 6. Information related to any future roadway traffic flow modifications in the study area. 7. Available information concerning current transportation demand management(TDM)options/strategies. 4. Current city parking policies/regulations (e.g., parking-related ordinances). 9. Current city parking-related zoning requirements (specific to the study area). V110. Parking inventory of municipal parking facilities in the study area. Mapping showing the location and time restrictions of the on-street spaces. 11. Information concerning the inventory of privately owned parking spaces. ✓ 12. Current downtown parking maps and/or plans of city owned property. ✓13. Any other applicable maps, drawings, and/or aerial photos. 14. Data concerning current or historic utilization of the existing parking supply. 15. Information concerning current building occupancy, and vacancies, in the study area (square footage by 3211 Internet Boulevard, Suite 220, Frisco, TX 75034 t: 214.619.0700 www.WGInc.cor, Page 2 of 2 land use or number of residential units). Land use data by parcel for the study area. 16. Current and forecasted study area population and employment information. 17. Information concerning future development projects in the study area, including: a. Size of developments (square footages, number of rooms, number of seats, etc.) b. Projected land uses c. Locations of developments d. Development timetables e. Projected parking impacts(loss of spaces, parking included with developments) f. Timeframe of project(e.g., construction start date and anticipated date of occupancy) 18. Information and studies relevant to the current Mesa work being conducted for the study area. 19. Plans, drawings, studies, and survey or site plans including any topographical information for the three sites to be evaluated:#107,#140 and#289. 20. A list of upcoming downtown events for the months of October, November and December that may impact parking in the study area. 21. Data related to the of type of events, attendance, seasonality, frequency, etc., for downtown and other nearby event venues. 22. Requirements for city council for our final presentation upon completion of our study report. We look forward to reviewing the requested information and seeing you soon at the kick-off meeting. I will call you later this week to discuss some possible meeting date(s)to get this item on your calendar. Sincerely, Wantman Group,Inc. ept— — Gregory A.Watts, Senior Project Manager Cc: Fabio Serrato, WGI Nicole Chinea,WGI WGI., www.WGlnc GIS Maps hops://grapevinegis.maps.arcgis.com/apps/MapAndAppGallery/index.html?appid=6dfa2 a608 bed 45fd 88f2494 b 584f3 c5 b Zoning Map https://g rapevinegis.maps.arcg is.com/apps/webappviewer/index.htmI?id=00580195730 542d486d4a5fe6ad79f2e R ■ _ ■ 1 • \ ■ 2A ■ ■ ■ \ •\ ■ 3R 3 4A 1A 1R 3A CN ;in ■ ■M R R ■ ■ R ■ ■ R R ■ ■ ■ .■ ■ #�F ml-- --j in ■R ■ ■ ■ ! a ■■ �. ■ ■ • ♦ ■ ■ R :' B■ ■ ■ * ■ ■■ ■ ■3 2C ■ ■ * `■ ■ ■ ■ R ■ ■ a R s ✓ w ■ ■ ■ ■ ■ ■ ■ ■ ■ ■R ■ ■ ■ ■ ■ ■ s ■ ■ ■ ■ ■ !■ ■ * * * * * ' TR 65 * s ■ ■ 7.5944 AC * * * s Sam � ♦�••� . ■ ♦rte/ r'``s'�'•Ir� I • R • ■ ■ R • 1 L H ■ ■ * ■ * ■ / / / * ■ � • r '\ \ AEI • * ■ ■ / 4B E so 116 ** a ■ R ■ ■ • ■ ■ ■ ■ a � : \ TR 14C ■ TR 14A .207 AC N 0%14 01■ ■ '4 ■ i ■ CBD .253 AC ■ Is r14J ■ w ■ ■ Y R ■ ■ a ■ ■a R■ _ ' \ NJ .24 AC TR■ ■ R ♦ * • ■ a ■ ■ ■ ■ R ■ ■ ■■ ■ * ■ ■ �� ■ 6A 6B ■ I •r ' _ .24 AC ■ #■ ■ ■ R ■ ■ ■ ■ ■ � ■ _1 ■ R AC TR 13B 20A1 PO AJI 'own a •�f ' ■ ■ ■ ■ ■ ■ ■ ■■♦ �� ti ■■ ■� ■■ R ■ ■ ■ ■ a '■ ■ a ■■ is ■ ■ ■ ■ ■ R1 ■ ■ ■ a ■ a ■ ■ ■ ■ ■ ■ a ■ [ sue ■ :1 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ a ■ ■ aaaI Feet 1 0 100 200 300 400 '1 W- -E Zoning Designations This data has been compiled by the City of Grapevine ITIGIS department.Various official and un.fflci.l sourcs.ware used to gather this information.Every effort was made to ensure the accuracy of this data however.no guarantee is r Date Prepared: V I .45 AC QA P 1 B•. 2 08� 5 7R NOr�© N� � TR 50 Vr q�3 3 ` � 4R Estill R� PD !Or 27C EVAN .30 AC 3v PAN A I A B 1 R- .0 GRP 6p Rp,P ��. R-7.5 1 1A 8R TR 10L 13E C N S '00 9 PGA 04� 27A 16Q 27B 1 G��16 6 LIBERTY PARK TR 52 1 ,NPR- pt� 1 R 4R11 C 3.416 AC 3�R pPRGG PQQs G `P�vP 27F 1 1A 30 AC 00�N O�E 3$ M���`GE 2 3 PapN 2R A�4891 3 .2SP G016 61 26C TR 52A GRp.P ego 2A ,Q P�O� g5�32 L I R-7.5 O --- 5 .30 AC 1661 1 1 1 R 10 X10 C'X 12 o ARE 420 Z E E P �►� O 25AG�PpE 25R1 �Ng1 2A 3A G 160 GR X60 1 1 o TR 61 TR 62B TR 62C TR 60A1 �� 43 AC .28 AC TR 10K1 1 16 12 5 AC °m •258 @ �� TR 60 .26 @ T 0 AC ma mQ 13 1.025 @ GU 17 W .45 AC �t" �N A OP� Q 1B 11 1 A 5B pF 18 11 TR 60C TR 61A TR 62A TR 62 i 366 4 1 �N NpV 4pRg 1 1 19A rR,4a@ A.082 @ 37 AC 3 AC 19@ 1 A m 1 cp �°` 2 13A 196 5B A `I ��GG 00 11 1 J _` IOJIB P E 7 3 AC APGv�`_ 5 3, 1 -7.5 2 9R 15 6 2 3 4 5A 1 2 3 4 �32R 1 TR 10K 1B G�r `s�`_G 1C 2 8 1A 1 2 3 4 2.041 AC 452 @ �O 6 63 P6o60 7 6B7B 2 H R-7.5 3 4B RED 87—A RAIM 1 � an 9A 6A 10 CB D 336A M RA Wr Ax A ARM s 8 1A 3A 4 2 4 5 6 �PoS ll 1 2 3 4 2 7 5 1 3 A;- .684 X60 1 9 < 3 6 2RA AC O O Ox� O N� %31`%l 6R 5 513 I 1.16 @ E 33 S 6B 1 GRP��60 G`�C,G'� OO�cg! 8592 @ 10 3 Al I",' JENrUN S 3 4 �`RS� �p s 1R 1%0 Al ` `�� OF 7 11 3 2 ^Q��GXXA O� 7D2 7D1 6 12 11 10 10 9A2169B 8 7 1 2 b 12 1 V�1 OJ3 Nv G v N� v GNV QrGv`N� 13 - ON ` c pE i VLp G 5 @ Gil 3S,''�G G 138-(1 14 16�ro k�S 8• 1 1 15 GU&17 1C 1D -cM 2B1 2C r 1R 2R1 2 3 4 30 5A J 4 9656& 1 2 3 1 3 1R1 1R 30 S. 3.0565 @ R-7.5 5.421 @ tr: B1 1 3B 1A 3C 4A TR 2N g 5 4 29 � 4B Et v vE 1 3B 4 2R C A 5R 4R 2A 3R1 3B 4C w p`O08 1 WU P� 5C 4A °�° 5-7 3C 1B 3R2 3D v 464A PO ,G, t�L 4D 5R 'J TR 10P TR 10E °a �N OF 1R2 i 1R3 G 3A C* 29 AC .258 AC ch 1 R �v`N� �,� �t P o © -- College NONMEMBER SOLA 13 9 2B 1A CN ` 4vo VU 2R1 1 PO A R g.0 C G� 6 36 2A 3R 3 4A 5D 5B 5C G d6 22R1 O I ARR Feet 2018 0 100 200 300 400 CRAP. VINE_ N Main Street =T x s W-9 E Ironing Designations S This data has been compiled by the City of Grapevine ITlGIS department.Various official and unofficial sources were Date Prepared: 10/3/2018 used to gather this information.Every effort was made to ensure the accuracy of this data,however,no guarantee Is given or implied as to the accuracy of sold data. 20 31 1 15A TR P oN1 I TR TR j jjNOk - - 1 ,` 5 O 1 6 5 3001 P$90fs;1 0 3013 3016 p03ap; TR 30G �1 Nag �J a 1+n° 15 AC �O O 1 1 15 16 _ 16 _ 3 1 15 30 R 5.0 L ' 10 63 4 5 6 �7 21RR 5.0 TR31ATR3ic o S �Q5 1 4 ! 8 TR 9B o5E GU Cl) 1 .ASH A 1 R GU _ } 1.72 AC Gp`�S 22R1oaN�i t0�' OG R_M F-1 3 3 p p► AA��++ 9 a 1 1 TR 30B 1Ea 32 Mph gX T.742 @ NM `v 10 11 12 22R 59 @ PS ON G\GHlg��1 A 2 2 1815aa 24 1 1 GS�S TR 32 R°Rog 2R 1 11 -I 3 4 1 1 I PARK 2 26 27 28 29 �4 #21&06 N 17 16 15 14 13 #zols-oso 3 G 6 , HA c j 25 5 2R 2R1 GO BO Np,NgZG F 6 50 1 1.49@ 1A 3R 2R 1 3$911 N�pjP,� E 4 2.905 @ 1 5 G�N�E pL GU TR 9A 18 17 16 15 14 13 12 11 10 9 38 7R 6R 5R 4 q�5 '� 3R 1 3p0 D K ENE NjjkF s �N��g1 .{ n �s� 2 ` p69 Z ��PRK I N G�OSS;NG CC 1 OR v A V•� 2.793@ p 9,yy OQQ �J S 5 1 B 3 6 SN t?- 3 0 GFtPp,N�s � 156_ "" 1 GEN 3 Qvs 2 2 3q'p LL 4 v ��� a R \\, 1 4 P� � P� 2 3R88 @ 1 TR 2862 N Q 1. 1605 5�PR o PP�v 1 � ®N �,pC� 2 .36 AC X �� A 5 ��3 1 R 1 S OQP,�fG 1.903 @ q �O 2ZQ 1 1 3� PR1NG MPSS 6A 2 13R 1.370 @ GEN 15 5 Ar® 8 23 1 1 o�e8p5 11 +2g581 A 1A 1A B p 2R1 '\fp0 1R 1 ,,At 4 YJSS� \NG Y�P� 1 13977 H 25 TR 4A .003 Qo 1 $ �+ (0 P (%% V1 1 3R pSV�NS ® 5 O�AiJ �fn® B�.VM, ,Cp LNG GES,N�SS GvN ASS XAOROSS�NG O(cP' N Olt R�1• R ����' TR 4 GRPp N� S 1 1'4 p 5.��,R�10 R G oPQ%NG p,C1,w, cJ'� _ m 01 7 4B r1D0 S g TO gU ppRK BUSS RK 2 G�OpP�NG 1 POO 5 1yg58G �F. c�$E A 28 AC gUS R 2 B Q'Z301 R1 s CEN 1 v'� TR 36A 33�� 1 23 1169yy p6 yy 1 S 30 Q� 3.888 @ 9$1 1 1 F 00 M z5�15 1A 1 P 6p58 2R I 1.370 @ +6°� .1 ASrp�J r orthwest \41 ®v R BEN WqL 1 TR 49 TR m a¢ M 0) M C'4 p W rn rc o Qv\G a'(LU P\.� $�pRR c�ONQ6 a s v S O� Y-0 R6�5 1 49G TR 49F N �j 0N ON 23g� 1 3I 1A 2R c a�� .001 �QZ'3a 3g3 m Rf��p2p0 1 OO z _ 2 po 5105 @ SO 2 N.(V 7 e�3Q 1 1 D I ��.E`�'� °M ,SRp A F l ,-1.849 @ G �/ O2A OZ A 1 R N1M TR 37A1 QV P1 � 1 R1 �O O ` ,S 14A1 13 12A G� G G U TR 3 TR TR TR TR 41 TR 42 TR 44ATR 43 p`V p►� � 1 RA 2 0 69r 1 � pN V .799 A 40 40A 40A1 G � $N ice` Q GU 14A1B PG �P� S�P� I PO TR 38A TR 38 61 1j22 GP GE g 30 100A 1.720 @ 3 .P 3 �QZ 12B Al 1$y�1 .55 @ 4 14A1A 12 `°� C TR 49 S� R-7.5 G S.� 6R 1 2 3 TR 49 � '��s� 1B 2 �� Ar0 7R L PD -5.0 G��(-�(�1y N�f — - 1 � TR 50 .45 AC Q P►� �eJ 3 l+Qa4R 5R R-7.5 V Estill (Z`G A A B 1 GRpp 06o 27C µP,L 30 AC ��J$ 1A 8R 13E 5 N -2 27A 16 27 Feet 2018 0 100 200 300 400 ¶¶�� GRAD. VIN E N Main Street 'j Ez X A S ``= W E Zoning Designations S This date hes been compiled by the City of Grepevine IT/GIS department.Various official and unofficial sources were Date Prepared: 1013/2018 used to gather this information.Every effort was made to ensure the accuracy of this date,however,no guarantee is given or implied as to the accuracy of said tleta. co t; s N DOOLEY ST IS AMOO(I S is IS AM00a s -LS A3100,q s is Amoba 5, -L-S Ampoa s i5 A31000 s is ANNW C) 1S A31000 N mooa s LU C14 V) t; Cl) co Ci ti t;e z LU ui Ne 0 z ou, 3: 3:; 9. uj: LL 0 LU LU z ui La KING ST CEN7RALAY9 to t;- t; LU tn o le Z' 9 OU 0 ui W-ft uj LU z 0 LL W. LU LU C) LU t; IS HJlWS IS H.UWS IS Ruws tn z LU t t; LU cla S S3NIlVIS IS S3N'd.V-LS F t; AWA WOIDINnw N z W ui Z" 17) ui LU t; Lu: tA %0 LU LU O LU F. N IS NItlW N IS NIVW N 4 w 15 SNDIN3( 15 SMNDIN3C AS SNU1131 !S-SNI]ON31-- LLF to Ln w Z s 10NIM S is Nrvw,5, ISIMM-S t; LS.6ivw S IS NIVW s IS NIVW Ls Nlvw,s, O -z lu. ws -S Ivu S AS NI"S NM4S tn IS NIVW I LLI Z' tn z to jt, z IS sl- to N Is NckL'OVB IS NOLLWO 7 -4< NQ.LVVS S 12 Ln Lei Z-. IR z 7. tn-- IF .00 zi SO DNrWdV 1 C4 %0 s ctiuRp" Lu' LU j.S 14:),dn�D S IS 14minm s IS Hminm s IS H:) HD .LS H:)*dW Is wmp s Is lollMo s z S_ A, ST % — - 9 - '%11- 2§ t; LM cc 'o Uj 74 LU a 2-0 5= MA JS�3-Njd JS 3-NId T Q) 00 L:z 4- -Fl- =i J I 3:� 0 1 .2-0 to -Q z .3;. 3: �5 a) cu cc Q 0 a LU 7 0 0 CL :3 Ln E CL Q. s CL a- E U) CV) co LU Id 10VL$ oop C,pro LL' No to C14 'tt CN CV) a m c1r) CV Z- 3: LU C: z lu9i aO3a[b1 c7 LU CL Q�j �' _ 3 3 t �5�—n oOC = 7 E 0 w Pi z CU C4.) Q ru M CL IS 113NGMS S CL C13 M -LS:83NS1'dDS-,N JS S NER ST t3) 2-0 Lm ui Ln Q) Q) Ln 0 _Ile M L- C) m '-l—Ae a. L- m 0) m $- z Cc 0 N 10 (D VA > m E 0 0 0 0 C :3 (f) CL I�n 0 z uj 5 SD z 0 .0 a) Lim :J 210 � Ln Ln Ic Ln 3' gpLL ST aAV 31V S.:g i>'� 0 0 f! -LS-nVe BALV 341L io IS JIVS BALL Sr is-nvs Scott Williams From: Garin Giacomarro Sent: Tuesday, October 9, 2018 1:13 PM To: Scott Williams Subject: RE: Downtown Grapevine Parking Study I've got some residential data, but doesn't look like there's any business data.We'll keep looking, but I think this is the best we can do for now. Current(2018) Forecasted (2023) Number Percent Number Percent Total Housing 514 100% 670 100% Units Occupied 471 91.6% 624 93.1% -Owner 156 30.4% 174 26.0% -Renter 315 61.3% 450 67.2% Vacant 44 8.6% 45 6.7% Garin Giacomarro, MPA Grapevine Economic Development .Business Retention Manager 200 South Main Street Grapevine,Texas 76051 817-410-3382 ggiacomarro @grapevinetexas.gov From:Scott Williams Sent:Tuesday,October 9,201811:13 AM To:Garin Giacomarro<ggiacomarro @grapevinetexas.gov> Subject: Re: Downtown Grapevine Parking Study And of course I meant CBD not CVB in the previous mail. Sent from my iPhone On Oct 9, 2018, at 11:09 AM, Garin Giacomarro<ggiacomarro @grapevinetexas.eov>wrote: Apartment vacancy or open vs closed businesses? Garin Giacomarro, MPA Grapevine Economic Development Business Retention Manager 200 South Main Street Grapevine,Texas 76051 817-410-3382 i ggiacomarro @grapevinetexas.gov From:Scott Williams Sent:Tuesday, October 9, 2018 11:09 AM To:Garin Giacomarro<ggiacomarro@grapevinetexas.gov> Subject: Re: Downtown Grapevine Parking Study Do you guys have occupancy info for just the CVB/rail corridor area? Sent from my iPhone On Oct 9, 2018, at 10:27 AM, Garin Giacomarro<ggiacomarro @grapevinetexas.gov>wrote: We couldn't answer as many as we would have liked, but we've provided replies for numbers 1,8, 16, and 20. 1 asked Bob specifically about any economic development studies done on the Dallas Road or Main Street area, and he said that if anything had been done, it would have been the CVB. But he wasn't aware of anything we could send you. Hope this was helpful. Garin Giacomarro, MPA Grapevine Economic Development Business Retention Manager 200 South Main Street Grapevine,Texas 76051 817-410-3382 ggiacomarro@grapevinetexas.gov From:Scott Williams Sent:Wednesday, October 3, 2018 8:14 AM To: Garin Giacomarro<ggiacomarro @grapevinetexas.gov> Subject: RE: Downtown Grapevine Parking Study Thank you. No hard deadline. I would think it would take everyone a week or more to get it all together. Thanks again. I Scott Williams Development Director City of Grapevine 200 S. Main Street Grapevine Texas 76051 (817)410-3158 From: Garin Giacomarro Sent:Wednesday, October 3, 2018 8:12 AM To:Scott Williams<scottw @grapevinetexas.gov> Subject: RE: Downtown Grapevine Parking Study Hey Scott, 2 We'll get to work on answering the ones we can. Is there a hard deadline we're looking at, other than ASAP? Garin Giacomarro, MPA Grapevine Economic Development Business Retention Manager 200 South Main Street Grapevine,Texas 76051 817-410-3382 ggiacomarro@grapevinetexas.gov From:Scott Williams Sent:Wednesday,October 3, 2018 8:00 AM To: Bob Farley<bfarlev @erapevinetexas.eov>; Garin Giacomarro <eeiacomarro @erapevinetexas.eov>; Dan Truex<dant rapevinetexas.eov> Subject: FW: Downtown Grapevine Parking Study Guys, Here is the RFI from our parking consultant to begin the study.Just as we have spent many hours helping to provide information to other departments,we appreciate the cooperation those other departments have given to us, and would appreciate you making this a priority. If we need to get together for a meeting, please let me know. Thanks, J.Scott Williams Development Director City of Grapevine 200 S. Main Street Grapevine Texas 76051 (817)410-3158 From:Greg Watts [mailto:Greg,.Watts @wginc.com] Sent: Monday, October 1,2018 5:09 PM To:Scott Williams<scottw@erapevinetexas.eov> Cc: Nicole Chinea <Nicole.Chinea@wginc.com>; Fabio Serrato <Fabio.Serrato @wginc.com>;Jacob Gonzalez<Jacob.Gonzalez @weinc.com> Subject: Downtown Grapevine Parking Study Hello Scott, Attached is our RFI list for the Downtown Grapevine Parking Study. Your assistance obtaining this data is very much appreciated. I understand from Jacob Gonzalez that you are out of the office until Wednesday. I'll call you later this week to discuss this RFI and possible dates for a kick-off meeting with city staff. 3 Kind regards, Greg Watts Senior Project Manager Greg.Watts@wp,inc.com 3211 Internet Blvd., Suite 220, Frisco, TX 75034 d.469.777.5143 o.214.619.0700 c.214.621.2877 *** External email communication—Please use caution before clicking links and/or opening attachments *** <WGI Parking Study Info.docx> 4 WGI Downtown_Grapevine Parking Study REQUEST FOR INFORMATION Transit Corridor defined as land along Dallas Road from William D Tate Ave/Ball St to Texan Trl 1. List of key stakeholders. • City of Grapevine • TEXRail • 925 Resort(Apartments) • Grapevine Aura (Apartments) • Various private businesses • Some residential 2. City personnel that manages the on-street and off-street parking operations,events planning, residential neighborhood parking permits,etc. 3. Information and point of contracts for any parking-related committees and/or groups. 4. Recent downtown master plans and/or downtown economic development studies or plans. 5. Recent parking,transportation,and traffic studies. 6. Information related to any future roadway traffic flow modifications in the study area. 7. Available information concerning current transportation demand management(TDM) options/strategies. 8. Current city parking policies/regulations(e.g., parking-related ordinances). Sec. 56.-Off-street parking requirements. In all zoning districts there shall be provided in connection with appropriate allowable uses, off- street parking space in accordance with the following requirements: A. Minimum off-street parking requirements:The minimum number of off-street parking spaces herein required shall be computed and provided in accordance with the following specifications: 1. The number of spaces required shall serve residents, customers, patrons,visitors and employees. 2. Each parking space shall have adequate drives and room for ingress and egress to each parking space with a minimum size of eight feet by 22 feet for each parallel parking space and nine feet by 18 feet for each angular head-in parking space, and shall be designed in accordance with minimum city standards. 3. All maneuvering for off-street parking shall be accomplished on private property. 4. The minimum required off-street parking shall be provided to patrons of the associated use free of charge, unless approved with a special use permit in accordance with Section 49 of this ordinance. B. Unclassified use: Where the proposed land use cannot be classified within the uses herein specified, the city council shall determine the specified use most clearly related to the proposed use and the minimum requirements for the specified use so determined shall apply to the proposed use. C. Number of parking space required: Multiuse projects shall have aggregate parking requirements. The minimum number of off-street parking spaces required shall be as follows: Number of Use parking Required For Each spaces Residential Single-family dwellings; attached, detached, 2 Dwelling unit townhouse, duplex 'v I Mobile home subdivision 2 Dwelling unit Apartment, condominiums,triplex,fourplex 2 Dwelling unit Motels or hotels with restaurants or clubs 1 Guest room, plus requirements for eating or drinking establishment Motels or hotels with conference facilities with Guest room, plus requirements for less than 25,000 sq.ft. of conference area 1.5 eating or drinking establishment Hotels or motels with restaurants, clubs or Guest room, plus 1 parking space per conference facilities between 25,001 and less 1.5 than 100,000 sq.ft.of conference area 100 sq.ft. of conference area Hotels or motels in excess of 500 rooms with Guest room, plus 1 parking space per 9 restaurants, clubs or conference facilities in 1 excess of 100,000 sq.ft. of conference area 250 sq.ft.of conference area Institutional Church 1 3 seats in main sanctuary Public health center 1 200 sq.ft. of gross floor area Community,civic center 1 3 seats Institution; religious,charitable or 1 200 sq.ft. of gross floor area philanthropic organization Place of public assembly 1 3 seats Hospital 2 Bed Nursing, convalescent home or institutional 1 Each bed (Design Cap.) home for elderly Residence home for elderly 1.1 Dwelling unit Day care center 1 300 sq.ft.of day care activity space Governmental office buildings 1 200 sq.ft.gross floor area Libraries& museums&galleries 1 400 sq.ft.of public floor area School, kindergarten&elementary 1 20 students(Design Cap.) School,junior high, middle school 1 12 students(Design Cap.) School, senior high 1 3 students(Design Cap.) Lodge or fraternal organization 1 200 sq.ft.gross floor area Personal care facility 5 plus 1 2 beds Food and Beverage Service Eating or drinking establishment,service to 12 plus 1 50 sq.ft. of floor area a uto Eating or drinking establishment, no service to 1 3 persons(maximum occupant load for auto a building) Food service establishment, carry-out service 1 100 sq.ft.gross floor area only Winery 5 plus 1 1,000 sq.ft. of production floor area. 1 50 sq.ft.of area designated for public assembly. 2 visitors to be determined by the 1 number of visitors per hour(visitors per hour determined by tour frequency and tasting room capacity). plus 100% of any For each additional use. required parking Wine tasting facility 1 3 persons(Maximum occupant load for a building.) Office, Professional or Financial Uses Bank or savings and loan office 1 300 sq. ft.of gross floor area Medical or dental 5 plus 1 150 sq.ft.of gross floor area Office, professional 5 plus 1 300 sq.ft.of gross floor area Dance,drama, or music studio 1 2 students (Design Cap.) Personal Service, Rental Uses Personal service establishment,excluding 5 plus 1 200 sq.ft.gross floor area barber& beauty shops Barber& beauty shops 1 100 sq.ft.of gross floor area Automotive retail sales&service(except 1 2,000 sq. ft.of site area automotive parts or accessory sales) Motor vehicle or marine service& repair 1 125 sq.ft.gross floor area Marine retail sales(except recreational marinas, commercial moorage &sale of boat 1 2,000 sq.ft. of site area parts or accessories Retail establishments in buildings 5 plus 1 200 sq.ft.gross floor area Outdoor retail sales 1 600 sq.ft.of site area exclusive of buildings Shopping centers, malls&multi-occupancy with the GLA over 25,000 sq.ft. to 400,000 sq. 4 1,000 GLA ft. of GLA Shopping centers, malls&multi-occupancy centers with the GLA between 400,000 to 4.5 11000 GLA 600,000 sq.ft. Shopping centers, malls& multi-occupancy 5 1,000 GLA with the GLA over 600,000 sq.ft. Shopping Centers,Malls&Multi-Occupancy Parking Requirements Office areas exceeding 20%of the GLA of 2.5 shopping centers, malls& multi-occupancy additional 1,000 GLA of office space spaces Cinemas occupying up to 10%of shopping 3 additional centers, malls& multi-occupancy containing for each 100 cinema seats less than 100,000 sq.ft.of GLA spaces Cinemas providing more than 450 seats in shopping centers, malls& multi-occupancy 3 additional for each 100 seats above the initial 450 having between 100,000 to 200,000 sq.ft. of spaces seats GLA Cinemas providing more than 750 seats in 3 additional for each 100 seats above the initial 750 shopping centers malls&multi-occupancy having over 200,000 sq.ft.of GLA spaces seats Eating or drinking establishments in shopping centers, malls&multi-occupancy having more 10 each 1,000 sq. ft. of food or drinking than 25,000 sq.ft. and less than 100,000 sq.ft. additional establishment of GLA spaces Eating or drinking establishments in shopping centers, malls&multi-occupancy having more each 1,000 sq.ft.of food or drinking than 100,000 sq.ft., but less than 200,000 sq. 6 additional establishment ft. of GLA Eating or drinking establishments in shopping center, malls& multi-occupancy having 4 additional each 1,000 sq.ft.of food or drinking 200,000 sq.ft., but less than 600,000 sq.ft.of establishment total GLA I Recreation,Social and Entertainment Uses i Indoor commercial amusements 1 100 sq.ft.of enclosed floor area Outdoor commercial amusements 20 plus 1 6 seats Bowling alley 20 plus 3 Lane Theaters/cinemas 1 4 seats Outdoor theater 1 2 seats Golf course (public and private) 5 Hole 1 10 linear feet of driving area Plus 50%of any required For each additional use parking Indoor skating facilities 1 Per 2.5 persons based on occupant load of skating surfaces Plus 1 Per 3 persons based on spectator seating Mini-warehouses 1 3000 sq.ft. of floor area Storage,Wholesale and Manufacturing Warehousing and enclosed storage areas 1 2,000 sq.ft.of area Manufacturing 1 1,000 sq.ft.of floor area Brick or lumber yard or similar use 1 3,000 sq.ft. lot area D. Exceptions: Groups of uses requiring vehicle parking space may join in establishing group parking areas with capacity aggregating that required for each particular use. Where it can be established before the building official that parking for two specific uses occurs at alternating periods, the parking space requirements of the use requiring the greater number of spaces may be applied to both uses in a combined parking area. Example: Church and professional office building. (Ord. No. 84-16, § 2(A), 4-9-84; Ord. No. 84-73, § 3, 9-18-84; Ord. No. 88-09, § 1(E), 1- 19-88; Ord. No. 91-78, § 1, 10-15-91; Ord. No. 92-26, § 1E., 5-19-92; Ord. No. 92-75, § 1L, 11-17-92; Ord. No. 93-53, § 2(F), 10-19-93; Ord. No. 98-115, § 1D, 9-15-98; Ord. No. 99-170, § 1, 11-16-99; Ord. No. 2001-99, § 1C, 12-18-01; Ord. No. 2012-11, § 1D, 3-20-12) 9. Current city parking-related zoning requirements (specific to this study area). 10. Parking inventory of municipal parking facilities in the study area. Mapping showing the location and time restrictions of the on-street spaces. 11. Information concerning the inventory of privately owned parking spaces. 12. Current downtown parking maps and/or plans of city owned property. 13. Any other applicable maps,drawings,and/or aerial photos. 14. Data concerning current or historic utilization of the existing parking supply. 15. Information concerning current building occupancy,and vacancies, in the study area (square footage by land use or number of residential units).Land use data by parcel for the study area. 16. Current and forecasted study area population and employment information. Specific to corridor from Ball St to Texan Trail, along Dallas Road Current(2018) Forecasted(2023) Key Facts Population 1,109 1,399 Population 18 and Up 876 1,108 Average Household Size 2.26 2.16 Households 470 625 Median Age 38.2 38.5 Median Household Income $48,844 $54,085 Business Total Businesses 210 Total Employees 2,984 Employment White Collar 43% Blue Collar 22% Services 35% Unemployment Rate 4.7% Source:ArcGlS Community Analyst 2018 17. Information concerning future development projects in the study area,including: a. Size of developments(square footages, number of rooms, number of seats,etc.) b. Projected land uses c. Locations of developments d. Development timetables e. Projected parking impacts(loss of spaces, parking included with developments) f. Timeframe of project(e.g.,construction start date and anticipated date of occupancy) 18. Information and studies relevant to the current Mesa work being conducted for the study area. 19. Plans,drawings,studies,and survey or site plans including any topographical information for the three sites to be evaluated:#107,#140,and#289. 20. A list of upcoming downtown events for the months of October, November and December that may impact parking in the study area. October 20: Butterfly Flutterby(10am—2pm) October 20: 18th Annual Nash Farm Fall Round-Up (10am—2pm) October 27: Witches Brew Train (7pm) November 3: Candlelight Tour of Homes November 19: Carol of Lights November 29 & December 13: Christmas Wine Trains(7pm) December 6: Parade of Lights November/December: North Pole Express 21. Data related to the type of events,attendance,seasonality,frequency,etc.for downtown and other nearby event venues. 22. Requirements for city council for our final presentation upon completion of our study report.