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CORRESPONDENCE Department of Engineering and Public Works P.O. Box 21229 West Palm Beach. FL 33416-1229 (561) 684-4000 wwwpbcgov.com . Palm Beach County Board of County Commissioners Tony Masilotti. Chairman Addie L. Greene. Vice Chairperson Karen T. Marcus Jeff Koons Warren H. Newell Mary McCarty Burt Aaronson County Administrator Robert Weisman "An Equal Opportunity Affinnative Action Employer" @ printed on recycled paper February 17, 2005 Mr, Michael W, Rumpf Director of Planning & Zoning Department of Development City of Boynton Beach P,O. Box 310 Boynton Beach, FL 34425-0310 RE: Grove Plaza TRAFFIC PERFORMANCE STANDARDS REVIEW Dear Mr. Rumpf: The Palm Beach County Traffic Division has reviewed the traffic generation statement for the revised development plan of the proposed project entitled; Grove Plaza, pursuant to the Traffic Performance Standards in Article 12 of the Palm Beach County Land Development Code, This project is summarized as follows: Location: SE corner of Lawrence and Hypoluxo Roads intersection. Municipality: Boynton Beach Existing & Approved Uses: 7,200 SF Fast Food Restaurant, Gas Station with 12 Pumps, 2,940 SF Convenience Store, 15,560 SF Genera! Retail, and 3,800 SF Bank WDT, Proposed Uses: 1 Stall Full Service Car Wash, Gas Station with 12 Pumps, 2,940 SF Convenience Store, 25,985 SF General Retail, and 14,468 SF General Office, New Daily Trips: 3,568 - Note: The revised plan shall generate less daily trips than the original approval. New PH Trips: 193 AM and 309 PM - Note: The revised plan shall generate less AM and PM peak hour trips than the original approval. Build-out Year: 2007 Based on our review, the Traffic Division has determined that the revised development plan generates less daily and peak hour trips than previously approved, and therefore, meets the Traffic Performance Standards of Palm Beach County, No building permits are to be issued by the City, after the build-out date, specified above, The County traffic concurrency approval is subject to the Project Aggregation Rules set forth in the Traffic Performance Standards Ordinance, If you have any questions regarding this determination, please contact me at 684-4030, Sincerely, OFFICE OF THE COU ,)1/1 101., ,.1 ~ @'Ulnrn II ~ II . .' I, I 'I., ,I " J -- -. I :1 I I L__... --.-..----- . C)~:~'t\H i ~'~ ~ (. C";! :'~ q f1" CC: File: General - TPS - Mun - TraffiC Study Review F :\TRAFFIC\malAdminlApprova 15\050219 .doc ~ Perez Desigttc ARCHITECTURE ,PLANNING, DESIGN AA-0002886 Memo: To: Planning & Zoning Division - City of Boynton Beach From: Jason K Skinner cc: Date: 12/17/2004 Re: Grove Plaza - Parcel 'C', addressed 1st Utilities: Comment #17: The estimated timeline for water and sewer services being required to serve the proposed project is as follows. Scheduled P&D meeting: Scheduled City Commission meeting: Submit plans for Building Permit: Receive Permit: Construction schedule: Expected setting of water meter. January 25, 2005 February 1, 2005 March 8, 2005 April 15, 2005 April 22 through September 30, 2005 August 15 through September 15, 2005 Building Division: Comment #27: All plan view drawings of the site have been labeled and dimensioned to indicate the perimeter limits of the subject property. Comment #29: The property line has been properly identified on the site plan. Comment #34: The proposed site lighting has been shown on the site and landscape plans, Photometric plans have also been provided as part of this package, Comment #35: Bay #1 will be used for alignment only. All other bays will be used for general automotive service. This information has been indicated on sheet A21 O. Comment #36: There will not be separate tenants in each bay, Comment #37: Both toilet facilities can now be accessed from the show room. This allows us to provide one facility for males and one for females. Planning & Zoning: Grand Bahamas Professional Park 955 N,W 17th Ave, Unit D Delray Beach, FL 33445 Phone, 561.279.2006 Fax. 561.279.2801 , Comment #53: Paint swatches with manufacturer name and color name and number have been provided as part of this package. Comment #54: The elevation pages now include the exterior finish and color codes, Comment #55: The elevation pages have been revised to indicate the signage type and design, Comment #57: The detail of the freestanding monument sign has been revised to indicate colors that match the building and to indicate the address at the top with 6"h raised channel letters, Comment #58: The monument sign has been reduced in height to 8'-6" as per the master plan design guidelines, Comment #59: The dumpster and tire storage enclosure shall match the building in color and material. This has been indicated on the site plan, Comment #66: For responses to the Conditional Use Criteria see attached letter. Comment #68: The proposed bollards will be decorative in nature and have been noted as such on the floor plan, Please see attached cut sheet for example. Comment #69: The decorative light fixtures were not used over the bay doors and the rear of the building due to the need for more lighting, The decorative fixtures do not provide enough light during late operating hours and would not provide the proper sense of security to customers, Comment #72: The parking space to the north of the arch on the east side of the building to provide a larger planting area, . Page 2 ". ... Carnahan, Proctor and Cross, Inc. Consulting Engineers' Surveyors' Planners' Land Development Consultants December 17, 2004 Mr. Michael W. Rumpf Director of Planning & Development City of Boynton Beach 100 E. Boynton Beach Blvd. City of Boynton Beach, Florida 34425 Parcel "C" at Grove Plaza 1 st Review Comments Public Works-Traffic: Comment: 3. On the Site and Civil plans, show and identify all necessary traffic control devices such as stop bars, stop signs, double yellow lane separators striping, directional arrows and "Do Not Enter" signage, etc. Delineate and stripe the "Loading Area" (LDR, Chapter 2, Section 11.1); include a pavement message in yellow indicating "No Parking- Loading Zone". See City Standard Drawings "K" Series for stripping details. Response: The traffic control devices, sign age and message have been added to the civil plans. Engineering Division: Comment: 7. Provide written and graphic scales on all sheets. Response: Written and graphic scales have been provided on all sheets. Comment: 13. Full drainage plans, including drainage calculations in accordance with the LDR, Chapter 6, Article IV, Section 5 will be required at the time of permitting. Response: Drainage calculations for this parcel are not required since the proposed 44 l.f. of exfiltration trench meets the permitted drainage approved in the master drainage plan for the Grove Plaza development. Comment: 14. Maximu runoff distance over impervious surface before diversion to percolation areas is fifty (50) feet (LDR, Chapter 6, Article IV, Section %.B.2.a) Response: LDR, Chapter 6, Article IV, Section S.B.2.a also estates that it excludes roofs, sports fields, roadway gutters and storm sewers. Therefore, we believe it does not apply to our plans. Please advice. Comment: 15. Provide a typical section for the parking lot and swales. Response: A typical cross section has been added to the civil plans. Web Page: www.carnahan-proctor.com Email: margate@carnahan-proctor.com 6101 West Atlantic Blvd. · P.O. Box 4399 · Margate, FL 33063 · (954) 972-3959 · FAX (954) 972-4178 3931 ReA Blvd. · Suite 3114 · Palm Beach Gardens, FL 33410 . (561) 799-5515 r Comment: 16. Paving, Drainage and Site details will not be reviewed for construction acceptability at this time. All engineering construction details shall be in accordance with the applicable City of Boynton Beach Standard Drawings and the "Engineering Design Handbook and Construction Standards" and will be reviewed at the time of construction permit application. Response: All engineering construction details are in accordance with the applicable City of Boynton Beach Standard Drawings and the "Engineering Design Handbook and Construction Standards". Comment: 22. A building permit for this project shall not be issued until this Department has approved the plans for the water and/or sewer improvements required to service this project in accordance with the CODE, Section 26-15. Response: It is understood that a building permit for this project will not be issued until the department has approved the plans for the water and/or sewer improvements. Planning and Zoning: Comment: 4. The parking data table depicts the proposed building for Parcel C as being 6,798 square feet, while the building footprint on Parcel C is depicted on the Master Plan as being 6,832 square feet. Please amend the plan to reflect identical figures. Response: The master plan has been amended to reflect identical figures. Deris H. Bardales, E.I. Civil Division q:\projects\sd04d\docs\parcel c response to city comments,doc .... Perez Desigt}c eCll{~ - o.s: 6c e.. ARCHITECTURE ,PLANNING, DESIGN AA-0002886 r~-, December 17, 2004 City of Boynton Beach Planning and Zoning Department City of Boynton Beach, Florida Re: Grove Plaza Parcel "C" / DEe 2 0 1.004 l__- To whom it may concem: Please consider the following findings, regarding the standards for evaluating conditional uses, as per the City of Boynton Beach Code: 1, Ingress and egress to the subject property and proposed structures so as to respect the general health, safety and welfare of the community, Automobile and pedestrian access ways are designed with respect to the safety and convenience of the community, to enhance traffic flow and control, and to provide safe access in case of fire or catastrophe. 2, Off-street parking and loading areas are designed to meet and exceed city regulations, The parking lot and loading areas are properly buffered with landscape as required by the City, and their design respects the health, safety and welfare of the community, There is no negative impact to the neighboring properties, or the city as a whole. 3, Refuse and service areas are properly designed to route trash pick up through the rear of Grove Plaza, as intended by the original Grove Plaza Master Plan, The rear drive access essentially routes service trucks away from the public automobile and pedestrian access ways, thus creating a safe environment for the community at large, 4, Utilities are located as required by the original master plan, Therefore, the proposed conditional use has no adverse effect on the original utility plan provided by the original Master Plan, 5. Screening and buffering, including landscaping which exceeds the code requirements, has been carefully worked out by our design professional in conjunction with City staff, Specific design elements such as the entry arches have been provided to properly screen the building use from the main arterial road, In addition, oversized landscape islands with generous landscaping have been provided to further buffer the building sides, 6, Signs and proposed exterior lighting will match the requirements of the original Master Plan, Therefore, the proposed conditional use will have no negative impact on the community, In fact the subject properties signage and exterior lighting will be identical to that of a non-conditional use project 7, Provided side set backs exceed the city requirements, Further more, the provided setbacks allows for generous landscaping and open spaces between the propose project and the neighboring property, thus enhancing the overall character of the development, and the health, safety and welfare of the community 8. The proposed project has been designed to strictly follow the design criteria of the original Master Plan, Therefore, the project is compatible with current and future surrounding structures and other property in the zoning district .. . Page 2 December 17, 2004 9, The height of the proposed project is compatible with the adjacent buildings, therefore contributing to the harmony of the Grove Plaza development and the City as a whole, 10, The proposed project will have a positive economic effect on the nearby properties, The proposed use will not only compliment other service uses within Grove Plaza, but will contribute in attracting customers to its neighbors, Overall, the proposed project will be a positive economic contribution to the City as a whole. 11, The proposed project strictly conforms to all standards and requirements which apply to site plans, as set forth in Chapter 4 of the City of Boynton Beach Land Development Regulations, 12, The proposed project will fully comply with performance standards regarding abatement of nuisances and hazards, Section 4 N of Chapter 2; and also to the City of Boynton Beach Noise Control Ordinance, Chapter 15, and Section 15,8 of the Boynton Beach Code of Ordinances, /' \ rancisco Perez-Azua, AlA President Perez Design Inc, Perez Design ........ 1"<:: f\'~ I ; ~: I' , i: '1\ \ : L .. ~i 14 ARCHITECTURE ,PLANNING, DESIGN AA-0002886 Memo: To: Planning & Zoning Division - City of Boynton Beach From: Jason K Skinner cc: Date: 12/13/2004 Re: Grove Plaza - Parcel 'C', addressed 1 st Building Division: Comment #27: All plan view drawings of the site have been labeled and dimensioned to indicate the perimeter limits of the subject property, Comment #29: The property line has been properly identified on the site plan. Comment #34: The proposed site lighting has been shown on the site and landscape plans. Photometric plans have also been provided as part of this package, Comment #35: Bay #1 will be used for alignment only, All other bays will be used for general automotive service. This information has been indicated on sheet A21 0, Comment #36: There will not be separate tenants in each bay, Comment #37: Both toilet facilities can now be accessed from the show room. This allows us to provide one facility for males and one for females, Planning & Zoning: ~ Comment #53: Paint swatches with manufacturer name and color name and number have been provided as part of this package. -ro.f!:€ fi,V~ I rn!]) 6':J 77f/.$ Fnt ~ . ~ent #54: The elevation pages now include the exterior finish and color codes. Comment #57: The detail of the freestanding monument sign has been revised to indicate colors that match the building, The monument sign has been reduced in height to 8'-6" as per the master plan design Grand Bahamas Professional Park 955 NW, 1ih Ave, Unit D Delray Beach, FL 33445 Phone. 561.279.2006 Fax. 561.279.2801 he proposed bollards will be decorative in nature and have been noted as such on the Comment #69: The decorative light fixtures were not used over the bay doors and the rear of the building due to the need for more lighting. The decorative fixtures do not provide enough light during late operating hours and would not provide the proper sense of security to customers, Com me 72: The parking space to the north of the arch on the east side of the building to provide a I rg planting area. . Page 2 8 MODERN LANDSCAPE SERVICES, INC. 8180 96th COURT SOUTH BOYNTON BEACH, FLORIDA 33437 PHONE: 561-733-0339 FAX: 561-733-6807 December 13.2004 City of Boynton Beach 100 E. Boynton Beach Blvd. P.o. Box 310 Boynton Beach. FL 33425 Attn: Planning and Zoning Division Re: Responses to Review Comments for Grove Plaza Parcel "C" EnPineerin2 Division #8 _ Lighting fixtures are added to Landscape Plan and notated with "Site Lighting Typo" #9 _ With respect to the site triangle and the 8' ct. minimum requirement, (2) llex cassine and (2) Calophyllum trees were replaced by (2) Live Oak trees (Quercus virginiana) Natives which are easier to find with an 8' ct. All ground covers and shrubs can be maintained below 30". #10 - Additional notes specifying a 2.5' and 6' ct. cross-visibility were removed. #11 _ The Gumbo Limbo, Calophyllum. Silver Buttonwood and Pigeon Plum trees are as far from the property line as possible. The portion of planting area from the property line to the cement curb is only 5' - 0". All trees need room for their root balls usually 24" - 30" diameter or more. # 12 - The Gumbo Limbo located in the planting median near the east property line was relocated to 17' - 0" in from the property line and noted ''tree to be located to minimize potential conflicts" . Buildin!! Division #34 - Lighting fixtures were drawn on the landscape plan as requested. ForesterlEnvironmentalist #39 - "Notes" on L-l addresses the minimum requirement on 12' - 14' height, 3" caliper at DBH of 4.5 feet from groWld as well as Wlder description portion of plant list E-MAIL: David@Modenlandsaape.eom WEBSITE: ModenLandscape.eom 8 MODERN LANDSCAPE SERVICES, INC. 8180 96th COURT SOUTH BOYNTON BEACH, FLORIDA 33437 PHONE: 561-733-0339 FAX: 561-733-6807 page 2 #40 _ A dimension string showing 4' - 6" DBH was added to the Tree and Palm detail. #41 _ Calophyllum trees were switched out and Clusia Rosea which is a native was put in its place - Live Oaks replaced (2) Calophyllum because of sight triangle requirements. #42 _ Smaller scale trees used such as "signature trees" were not located at the ingress/egress locations because of a 25' required view triangle and a limited space at the exit lane. Instead, (2) Bougainvillea trees were added to planting berm running along Hypoluxo Road. #43 _ All shrubs in plant list are notated as follows; 24" ht. X 24" spr. Minimum. The "Typical Shrub Layout Detail" also shows a 24" spacing layout of all shrubs. The "Shrub and Groundcover Planting Detail" also shows the 24" ht. And 24" spr. of plants upon installation. groundcovers require 12" - 18" depending upon note in Plant List. #44 _ The raised berm was added to "elevation view concept sketch facing west" on Sheet L-2. This drawing is done at a scale of 1" = 20'. The berm is 24" at high point and 5' - 0" at its widest. #46 _ The Landscape Plan can and should be measured using an engineering scale of 1" = 20' to locate the placement of the trees and palms. Shrubs and groundcover will be spaced according to the notes in the description; Specs column part of the Plant List adjacent to the plant name. #47 _ At a scale of 1" = 20' it would be impossible to draw a circle for each plant going to be installed. It would be so busy it would be impossible to read. #49 - Native tree species totals were recalculated. Plannine: and Zonine: #60 - More than 500,4 of plant material on site will be native. #61 - Plant material quantities have been rechecked. #62 - Corrected on notes L-l. E-MAIL: David@Modernlandscape.com WEBSITE: ModernLandscape.eom <J} MODERN LANDSCAPE SERVICES, INC. 8180 96th COURT SOUTH BOYNTON BEACH, FLORIDA 33437 PHONE: 561-733-0339 FAX: 561-733-6807 Page 3 #63 _ Lantana is interchanged to provide revolving color. #64 _ A berm 2' wide at its narrowest to 5' at its widest by 24" at its highest point by 123' - 0" long is used as a landscape buffer along Hypoluxo Road. See section on L-2. #65 _ Response as stated on "Response" numbers 9 and 42. The signature trees required would sit in the viewing triangle and because of limited space on the exit lane it would obstroct sight lines. Two signature trees were placed on the berm facing Hypoluxo Road. #70 _ The East Property Line of trees are a mirror image of the west property line of "Parcel 0". This gives the project a unified appearance to both properties. The larger trees "Gumbo Limbo" will provide shade into bays where cars will be parked while being worked on. This will lower the temperature and making a much more comfortable work environment. The neighboring property can feel free to block their view on their side of the West Property Line. #71 _ Landscape plan is updated to show latest layout for Handicap Parking. E-MAIL: David@Modemlandscape.comWEBSlTE:ModemLandscape.com Carnahan, Proctor and Cross, Inc. Consulting Engineers' Surveyors' Planners' Land Development Consultants December 7, 2004 Mr. Michael W. Rumpf Director of Planning & Development City of Boynton Beach 100 E. Boynton Beach Blvd. City of Boynton Beach, Florida 34425 Parcel "C" at Grove Plaza 1 st Review Comments Public Works-Traffic: Comment: 3. On the Site and Civil plans, show and identify all necessary traffic control devices such as stop bars, stop signs, double yellow lane separators striping, directional arrows and "Do Not Enter" signage, etc. Delineate and stripe the "Loading Area" (LDR, Chapter 2, Section 11.1); include a pavement message in yellow indicating "No Parking- Loading Zone". See City Standard Drawings "K" Series for stripping details. Response: The traffic control devices, sign age and message have been added to the civil plans. Engineering Division: Comment: 7. Provide written and graphic scales on all sheets. Response: Written and graphic scales have been provided on all sheets. Comment: 13. Full drainage plans, including drainage calculations in accordance with the LDR, Chapter 6, Article IV, Section 5 will be required at the time ofpennitting. Response: Drainage calculations for this parcel are not required since the proposed 44 I.f. of exfiltration trench meets the permitted drainage approved in the master drainage plan for the Grove Plaza development. Comment: 15. Provide a typical section for the parking lot and swales. Response: A typical cross section has been added to the civil plans. Web Page: www.carnahan-proctor.com Email: margate@camahan-proctor.com 6101 West Atlantic Blvd. · P.O. Box 4399 · Margate, FL 33063 · (954) 972.3959 · FAX (954) 972-4178 3931 ReA Blvd. · Suite 3114 · Palm Beach Gardens, FL 33410 . (561) 799-5515 '" Comment: 16. Paving, Drainage and Site'details will not be reviewed for construction acceptability at this time. All engineering construction details shall be in accordance with the applicable City of Boynton Beach Standard Drawings and the "Engineering Design Handbook and Construction Standards" and will be reviewed at the time of construction permit application. Response: All engineering construction details are in accordance with the applicable City of Boynton Beach Standard Drawings and the "Engineering Design Handbook and Construction Standards". Comment: 22. A building permit for this project shall not be issued until this Department has approved the plans for the water and/or sewer improvements required to service this project in accordance with the CODE, Section 26-15. Response: It is understood that a building permit for this project will not be issued until the department has approved the plans for the water and/or sewer improvements. Planning and Zoning: Comment: 4. The parking data table depicts the proposed building for Parcel C as being 6,798 square feet, while the building footprint on Parcel C is depicted on the Master Plan as being 6,832 square feet. Please amend the plan to reflect identical figures. Response: The master plan has been amended to reflect identical figures. ~~ I Deris H. Bardales, E.I. Civil Division 1 ~=n Kimley-Horn and Associates, Inc, December 7, 2004 Michael Rumpf Planning and Zoning Director City of Boynton Beach 100 East Boynton Beach Boulevard Boynton Beach, FL 33435 Re: Grove Plaza Shopping Center - (Parcel C) Boynton Beach, Florida 042387002 Dear Mr. Rumpf: This letter has been prepared to address Comment #2 in the first set of review comments related to the Conditional Use application for Parcel C in the Grove Plaza Shopping Center. On March 15, 2004, Kimley-Hom and Associates prepared a traffic equivalency analysis that was submitted to the Palm Beach County Traffic Engineering Division to address proposed changes in vested land use for some of the parcels within the Grove Plaza Shopping Center. This equivalency analysis vested Parcels Band C for a total of 16,000 square feet of retail use. Attached to this letter is a copy of the equivalency analysis and the resulting approval letter from Palm Beach County, which acknowledges this change in vested use for the site. The current proposed site plan on Parcel C consists of 6,832 square feet of retail use. Therefore, the proposed development is vested under the current traffic concurrency approval, with 9,168 square feet of retail use remaining for Parcel B and an additional 27 square feet of retail use also available from the amount originally allocated to Parcel D. Should you have any questions, please call me at (561) 840-0248. Sincerely, KlMLEY-HORN AND ASSOCIATES, me. Chl-I vJ~ CI1:;:i::;topilt:r W. Heggen, r.E. Tra'1sp-ortation Engineer ~~~/1L~! ' r londa . .~ oL.. ation NUIIiber 5R636 L\. # 00000696 Attaclunents 'II: Lution Hill, KMA Investments TEL 561 845 0665 FAX 561 863 8175 P:\0423\8700 1 IParcelC\ 120704mr. doc i . 4431 Embarcadero Drive West Palm Beach, Florida 33407 , ~=~ '-' Kimley-Horn and Associates, Inc. ,-"",, March 15, 2004 Masoud Atefi, MSCE Palm Beach County Traffic Engineering 160 Australian Avenue, Suite 303 West Palm Beach, FL 33406 Re: Grove Plaza, Boynton Beach Traffic Equivalency Analysis Dear Mr. Atefi: Kimley-Horn and Associates, Inc. has performed a traffic equivalency analysis for the above-referenced site, which is located in Boynton Beach, Florida in the southeast quadrant of the intersection of Lawrence Road and Hypoluxo Road. Previously, the site was approved for the following land uses: - Parcel A: service station (12 f.p.) + convenience store (2,940 s.f.) - Parcel B: drive-in bank (3,800 square feet) - Parcel C: retail (6,560 square feet) - Parcel D: retail (9,000 square feet) - Parcel E: fast food restaurant (3,600 square feet) - Parcel F: fast food restaurant (3,600 square feet) The currently proposed plan of development is as follows: - Parcel A: service station (12 f.p.) + convenience store (2,940 s.f.) - Parcel B/C: retail (16,000 square feet) - Parcel D: retail (12,000 square feet) - Parcel E: car wash - Parcel F: retail (7,180 square feet) The trip generation potential of the proposed plan of development was compared to the current approval. This letter summarizes the result of the analysis. Trip Generation Comparison Trip generation for the approved and proposed development was calculated using daily trip generation rates published by Palm Beach County and peak hour rates published in the Institute of Transportation Engineers' (ITE) Trip Generation, Sixth Edition. To account for the expected capture of trips between the parcels on site, an internal capture calculation was undertaken assuming 32% capture from the convenience store to service station, as specified by Palm Beach County standards, and 5% . TEL 561 845 0665 FAX 561 863 8175 . 4431 Embarcadero Drive West Palm Beach, Florida 33407 .. ~=~ '-'" Kimley-Horn and Associates, Inc. "-" Masoud Atefi, MSCE, March 15,2004, Page 2 between each of the other uses on site, consistent with the original traffic study for the site. Table 1 summarizes the approved and proposed development trip generation. Based on this analysis, the daily, a.m. peak hour and p.m. peak hour trip generation potential is lower than the existing approval. Driveway Volumes Because the proposed trip generation potential is less than that which was previously approved, it is not expected that any new turn lanes will be required beyond what was originally approved for the site. Additionally, because the trip generation potential represents a decrease from the existing approval, none of the driveways are expected to require reclassification from the previous approval. Conclusion This analysis demonstrates the proposed plan of development does not result in an increase in the daily, a.m. peak hour or p.m. peak hour trip generation potential over that which was previously approved. Therefore, the proposed plan of development fulfills the requirements of the Palm Beach County Traffic Performance Standards Ordinance. In addition, the turn lane requirements and requirements for other driveway features are expected to remain unchanged from the original approval. If you have any questions regarding this analysis, please call me at 845-0665. Sincerely, KIMLEY-HORN AND ASSOCIATES, INe. . C4.ry).. W~ Christopher-W. Heggen, P .E. 1'ranspori:ati~n- Engineer ~/I $/rrl- Floripa :Regis!rf<tion Number 58636 CA 000(1)96 CWG/grb Attachments cc: Jay Huebner, Carnahan Proctor Cross Lution Hill, KMA Investments Eric Johnson, City of Boynton Beach P:\V est\Autowne\031S04ma,doc TABLE 1 GROVEPLAZ~BOYNTONBEACH TRIP GENERATION Land Use Intensity Daily AM Peak Hour PM Peak Hour Trips Total In Out Total In Out Approved Site Traffic Fast Food Restaurant 7,200 sq, ft. 3,572 359 183 176 241 125 116 Gas Station 12 f. p. 2097 137 70 67 175 89 86 Convenience Store 2,940 sq. ft, 2170 192 96 96 158 79 79 Retail 15,560 sq, ft, 2,061 53 32 21 184 88 96 Drive In-Bank 3,800 sq, ft, 1,008 48 27 21 208 104 104 Subtotal 10,908 789 408 381 966 485 481 Internal Caoture Fast Food Restaurant 5,00% 179 18 9 9 12 6 6 Gas Station 5.00% 105 7 4 3 9 4 4 Convenience Store 37,00% 803 71 36 36 58 29 29 Retail 5.00% 103 3 2 I 9 4 5 Drive In-Bank 5,00% 50 2 I I 10 5 5 Subtotal 1,240 101 52 50 98 48 49 ~~ Pass-Bv Caoture - Fast Food Restaurant 45,00% 1,527 153 78 75 103 54 50 Gas Station 60,00% 1,195 78 40 38 100 51 49 Convenience Store 60,00% 820 73 36 36 60 30 30 Retail 44,75% 876 22 13 9 78 38 41 Drive In-Bank 46.00% 441 21 12 9 91 46 46 Subtotal 4,859 347 179 167 432 219 216 NET APPROVED TRIPS 4,809 341 177 164 436 218 216 Proposed Site Traffic Car Wash I stall 166 8 4 4 8 4 4 Gas Station 12 f. p. 2097 137 70 67 175 89 86 Convenience Store 2,940 sq, ft. 2170 192 96 96 158 79 79 Retail 35,180 sq, ft, 3,482 86 52 34 315 151 164 Subtotal 7,915 423 222 201 656 323 333 Internal Caoture Car Wash 5,00% 8 0 0 0 0 0 0 Gas Station 5.00% 105 7 4 3 9 4 4 Convenience Store 37,00% 803 71 36 36 58 29 29 Retail 5,00% 174 4 3 2 16 8 8 Subtotal 1,090 82 43 41 83 41 41 Pass-Bv Caoture Gas Station 60,00% 1,195 78 40 38 100 51 49 Convenience Store 60,00% 820 73 36 36 60 30 30 Retail 44.31% 1,466 36 22 14 132 63 69 Subtotal 3,481 187 98 88 292 144 148 NET PROPOSED TRIPS 3,344 154 81 72 281 138 144 Net New Trips (1,465) (187) (96) (91) (155) (80) (71) Note: Trip generation was calculated using the following data: Daily Traffic Generation Fast Food Restaurant [P,B.C.] = T = 496,12 trips per 1,000 sq. ft. Gas Station [P.B.C.] = T = 174,71 trips per fueling position Convenience Store [P,B,C,] = T = 737.99 trips per 1,000 sq, ft. Retail [P,B,C,] = Ln(T) = 0,643 Ln(X) + 5,866 Drive In-Bank [P,B,C,] = T = 265.21 trips per sq, ft. Automobile Parts Sales [ITE 843] = T = 8 L020(X) -150,750 Car Wash [P,B.C,] = T = 166 trips per day per stall AM Peak Hour Traffic Generation Fast Food Restaurant [ITE 834] = T = 49.86 trips per 1,000 sq, ft. (51%, 49% out) Gas Station [ITE 844] = T = 9.810(X) + 18,865 (51%in, 49%out) Convenience Store [ITE 851] = T = 65.39 trips per 1,000 S,F,; (50%in, 50%out) Retail [ITE 820] = Ln(T) = 0.596 Ln(X) + 2.329 (61 % in, 39% out) Drive In-Bank [ITE 912] = T = 12,63 trips per 1,000 sq, ft. (56% in, 44% out) Automobile Parts Sales [ITE 843] = T= 2,755(X) - 4.335 (50% in, 50% out) Car Wash [ITE 847] = T = 13 trips per stall PM Peak Hour Traffic Generation Fast Food Restaurant [ITE 834] = T = 33,84 trips per 1,000 sq. ft, (52%,48% out) Gas Station [ITE 844] = T = 14,56 trips per f.p. (51%in, 49%out) Convenience Store [ITE 851] = T = 53,73 trips per 1,000 S,F,; (50%in, 50%oot) Retail [ITE 820] = Ln(T) = 0,660 Ln(X) + 3,403 (48% in, 52% out) Drive In-Bank [ITE 912] = T = 54,77 trips per 1,000 sq. ft. (50% in, 50% out) Automobile Parts Sales [ITE 843] = T = 7,866(X) - 14.860 (49% in, 51% out) Car Wash [ITE 847] = T = 8 trips per stall , p:lves',",Ufozon.l[autozon..,g.x!s]'gen (2) 3//J/20049:J2 JII"'1_n Kimley-Hom IIIIlI.J _ U and Associates, Inc. Copyright CI 2004, KimJey-Hom and Associates, foe, Departmel\t of El\gitteerittg and Public Works RO. Box 21229 West Palm Beach. FL 33416-1229 (561) 684-4000 www.pbcgov.com . Palm Beach County Board of County Commissioners Karen T. Marcus. Chair Thny Masilotti. Vice Chairman Jeff Koons Warren H, Newell Mary McCarty Burt Aaronson Addie L. Greene County Administrator Robert Weisman "An Equal Opportunity Alfirmtltive Action Employer" @ printed on recycled paper ....., "'. , April 15, 2004 Mr. Michael Rumpf Director Planning & Zoning City of Boynton Beach 1 00 East Boynton Beach Boulevard Boynton Beach, FL 33425-0310 RE: Auto-Zone @ Grove Plaza TRAFFIC PERFORMANCE STANDARDS REVIEW Dear Mr. Rumpf: The Palm Beach County Traffic Division has reviewed the traffic statement for the previously approved project entitled; Auto-Zone @ Grove Plaza, pursuant to the Traffic Performance Standards in Article 15 of the Palm Beach County Land Development Code.' The project is summarized as follows: Location: Southeast Quadrant of Lawrence Boulevard and Hypoluxo Road. Boynton Beach Shopping Center 7,200 SF Fast Food Restaurant, 18,500 SF general Retail, 3,600 SF Bank WDT - March 1997. Gas station with 12 Pumps, 2,940 SF Convenience Store, 1 Stall Car Wash, 35,180 SF General Retail. 376 9 AM and 34 PM 2008 Municipality: Existing Use: Previous Approval: Proposed Uses: New Daily Trips: New PH Trips: Build-out: Based on our review, the Traffic Division has determined that the proposed project meets the Traffic Performance Standards of Palm Beach County. No building permits are to be issued by the town, after the build-out date specified above. The County traffic concurrency approval is subject to the Project Aggregation Rules set forth in the Traffic Perf6rmarice Standards Ordinance. If you have any questions regarding this determination, please contact me at 684-4030. Sincerely, OFFICE OF THE COUN )1/1 . Masoud Atefi, Sr. Engineer- cc: Kimley-Hom & Associates Inc. File: General - TPS - Mun - Traffic Study Review F:\TRAFFIC\ma\Admin\Approvals\040319.doc The City of Boynton Beach DEVELOPMENT DEPARTMENT PLANNING AND ZONING DIVlsON 100 E, Boynton Beach Boulevard P.O. Box 310 Boynton Beach, Florida 33425-0310 TEL: 561-742-6260 FAX: 561-742-6259 www,boynton-beach.org October 26, 2004 Mr. Masoud Atefi MSCE, Senior Traffic Engineer Palm Beach County Traffic Division Department of Engineering and Public Works P.O. Box 21229 West Palm Beach, Florida 33416 Re: Traffic Study: Grove Plaza Parcel C Dear Mr. Atefi: The enclosed traffic impact analysis, prepared by Kimley-Horn and Associates, Inc. dated March 15, 2004, was received by Planning and Zoning for the above-referenced application. Please review the enclosed information for conformance with the County's Traffic Performance Standards Ordinance, and provide Tim Large, Building Code Administrator and me with your written response. If you have questions regarding this matter, please call me at (561) 742- 6260. Sincerely, /i~ / jt:- I~. . Michael W. Rumpf Director of Planning and Zoning MWR/sc Attachments .' . ~=~ Kimley-Horn and Associates, Inc. March 15, 2004 Masoud Atefi, MSCE Palm Beach County Traffic Engineering 160 Australian Avenue, Suite 303 West Palm Beach, FL 33406 Re: Grove Plaza, Boynton Beach Traffic Equivalency Analysis Dear Mr. Atefi: Kimley-Horn and Associates, Inc. has performed a traffic equivalency analysis for the above-referenced site, which is located in Boynton Beach, Florida in the southeast quadrant of the intersection of Lawrence Road and Hypoluxo Road. Previously, the site was approved for the following land uses: - Parcel A: service station (12 f.p.) + convenience store (2,940 sJ.) - Parcel B: drive-in bank (3,800 square feet) - Parcel C: retail (6,560 square feet) - Parcel D: retail (9,000 square feet) - Parcel E: fast food restaurant (3,600 square feet) - Parcel F: fast food restaurant (3,600 square feet) The currently proposed plan of development is as follows: - Parcel A: service station (12 f.p.) + convenience store (2,940 sJ.) - Parcel B/C: retail (16,000 square feet) - Parcel D: retail (12,000 square feet) - Parcel E: car wash - Parcel F: retail (7,180 square feet) The trip generation potential of the proposed plan of development was compared to the current approval. This letter summarizes the result of the analysis. Trip Generation Comparison Trip generation for the approved and proposed development was calculated using daily trip generation rates published by Palm Beach County and peak hour rates published in the Institute of Transportation Engineers' (ITE) Trip Generation, Sixth Edition. To account for the expected capture of trips between the parcels on site, an internal capture calculation was undertaken assuming 32% capture from the convenience store. to service station, as specified by Palm Beach County standards, and 5% . TEL 561 845 0665 FAX 561 863 8175 . 4431 Embarcadero Drive West Palm Beach, Florida 33407 .; .'" ~=~ Kimley-Horn and Associates, Inc. Masoud Atefi, MSCE, March IS, 2004, Page 2 between each of the other uses on site, consistent with the original traffic study for the site. Table 1 summarizes the approved and proposed development trip generation. Based on this analysis, the daily, a.m. peak hour and p.m. peak hour trip generation potential is lower than the existing approval. Driveway Volumes Because the proposed trip generation potential is less than that which was previously approved, it is not expected that any new turn lanes will be required beyond what was originally approved for the site. Additionally, because the trip generation potential represents a decrease from the existing approval, none of the driveways are expected to require reclassification from the previous approval. Conclusion This analysis demonstrates the proposed plan of development does not result in an increase in the daily, a.m. peak hour or p.rn. peak hour trip generation potential over that which was previously approved. Therefore, the proposed plan of development fulfills the requirements of the Palm Beach County Traffic Perfonnance Standards Ordinance. In addition, the turn lane requirements and requirements for other driveway features are expected to remain unchanged from the original approval. If you have any questions regarding this analysis, please call me at 845-0665. Sincerely, KIMLEY-HORN AND ASSOCIATES, INC. a""r! w Jhr Christopher W. Heggen, P .E. Transll9rtatiori .Enghleer ~/rslo'f Florida Regi:;tration Number 58636 CA 0000996 CWG/grb Attachments cc: Jay Huebner, Carnahan Proctor Cross Lution Hill, KMA mvestments Eric Johnson, City of Boynton Beach P:\V est\Autozone\031504ma.doc TABLE 1 GROVE PLAZA, BOYNTON BEAe . TRIP GENERATION Land Use Intensity Dally AM Peak Boar PM Peak Bour TrIps Total In Oat Total In Oa~ ADDroVed Site Trame: Fast Food Restaurant 7,200 sq. ft. 3,572 359 183 176 241 125 116 Gas Station 12 r. p. 2097 137 70 67 175 89 86 Convenience Store 2,940 sq. ft, 2170 192 96 96 158 79 79 Retail 15,560 sq. ft. 2,061 53 32 21 184 88 96 Drive In-Bank 3,800 sq. ft. 1.008 48 27 21 208 104 104 Subtotal 10,908 789 408 381 966 485 481 l"t4mal CiuJtun Fast Food Restaurant 5.00% 179 18 9 9 12 6 6 Gas Station 5.00% 105 7 4 3 9 4 4 Convenience Store 37.00% 803 71 36 36 58 29 29 Retail 5.00% 103 3 2 1 9 4 5 Drive In-Bank 5.00% 50 2 1 1 10 5 5 Subtotal 1,240 101 52 50 98 48 49 Pan-Bv CaDtun Fast Food Restaurant 45.00% 1,527 153 78 75 103 54 50 Gas Station 60.00% 1,195 78 40 .. 38 100 51 49 Convenience Store 60.00% 820 73 36 36 60 30 30 Retail 44.75% 876 22 13 9 78 38 41 Drive In-Bank 46.00% 441 21 12 9 91 46 46 Subtotal 4,859 347 179 167 432 219 216 NET APPROVED TRIPS 4,809 341 177 164 436 218 216 Prooosed Site Traftle: Car Wash 1 stall 166 8 4 4 8 4 4 Gas Station 12 f. p. 2097 137, 70 67 175 89 86 Convenience Store 2,940 sq. ft. 2170 192 96 96 158 79 79 Retail 35,180 sq. ft. 3,482 86 52 34 315 151 164 Subtotal 7,915 423 222 201 656 323 333 l"t4maJ CiuJtun Car Wash 5.00% 8 0 0 0 0 0 0 Gas Station 5.00% 105 7 4 3 9 4 4 Convenience Store 37.00% 803 71 36 36 58 29 29 Retail 5.00% 174 4 3 2 16 8 8 Subtotal 1,090 82 43 41 83 41 41 Pan-Bv ClIDture ! Gas Station 60.00% 1,195 78 40 38 100 51 49 Convenience Store 60.00% 820 73 36 36 60 30 30 Retail 44.31% 1,466 36 22 14 132 63 69 Subtotal 3,481 187 98 88 292 144 148 NET PROPOSED TRIPS 3,344 154 81 72 281 138 144 -----_... -. -.-.-.-.- Net New .Trlps -~ (72) Note: Trip generation was calculated using the following data: Daily Traffic Generation Fast Food Restaurant . [p.B.C.] II: T - 496.12 trips per 1,000 sq. ft. Gas Station [p.B.C.] II: T - 174.71 trips per fueling position Convenience Store [p.B.C.] ... T -737.99 trips per 1,000 sq. ft. Retail [p.B.C.] ... Ln(1) ... 0.643 LnOO + 5.866 Drive In-Bank [p.B.C.] .. T'" 265.21 trips per sq. ft. Automobile Parts Sales [ITE 843] = T- 81.02000 -150.750 Car Wash [p.B.C.] ... T'" 166 trips per day per stall AM Peak Hour Traffic Generation Fast Food Restaurant [ITE 834] = T= 49.86 trips per 1,000 sq. ft. (51%,49% out) Gas Station [ITE 844] = T'" 9.81000 + 18.865 (51%in. 49%out) Convenience Store [ITE 851] = T'" 65.39 trips per 1,000 S.P.; (500Ain. 50o/00ut) Retail [ITE 820] = Ln(1) ... 0.596 LnOO + 2.329 (61 % in. 39% out) Drive In-Bank [ITE 912] = T'" 12.63 trips per 1,000 sq. ft. (56% in. 44% out) Automobile Parts Sales [ITE 843] = T'" 2.75500 - 4.335 (50% in. 50% out) Car Wash [ITE 847] ... T ... 8 trips per stall PM Peak Hour Traffic Generation Fast Food Restaurant [ITE 834] = T'" 33.84 trips per 1,000 sq. ft. (52%, 48% out) Gas Station [ITE 844] = T.. 14.56 trips per f.p. (51%in, 4~/oOut) Convenience Store [ITE 851] = T = 53.73 ttlps per 1.000 S.F.; (S09&In, SO%ont) Retail [ITE 820] ... Ln(T) ... 0.660 LnOO + 3.403 (48% in. 52% out) Drive In-Bank [ITE 912] .. T'" 54.77 trips per 1,000 sq. ft. (50% in. 500A out) Automobile Parts Sales [ITE 843] = T=7.866OO -14.860 (49% in. 51% out) Car Wash [ITE 847] = T = 8 trips per stall p:~M\[atIlfnolle-tg.xUJtpII (2) JllS/2()(u 9:52 ~_~ Kindey-Hom - and AssocIates, Inc. Copyrl,hl C 2(}(u, K1m1q.Hom and AnocUIIu. Inc.