03 15 2017 Agenda and Packet

CITYOFGREENACRES

INTEROFFICE MEMORANDUM 2017. 03EB3.002

TO: Ann Edmundson, Chairperson Tacara Chambers, Vice Chairperson John Buzek, Planning Commissioner Robert Clements, Planning Commissioner Estelle Friedman, Planning Commissioner Larry Tronco, Planning Commissioner Joel Flores Morales, (Alternate)

FROM: Kara L. Irwin- Ferris, Planning & Engineering Director

SUBJECT: Planning Commission —3/ 15/ 17

DATE: March 10, 2017

CC: Andrea McCue, City Manager( e-mail agenda on/y) Osniel Leon, Senior Planner (full packet) Joanna Cunningham, City Clerk ( full packet)

Enclosed are the agenda and related materials for the above referenced meeting. Should you have any questions prior to the meeting, or if you cannot attend, please contact our office at 642- 2054.

Kar . Irwin erris Acting Planning & Engineering Department

Enclosures

i REE CITY OF GREENACRES o AGENDA rn PLANNING COMMISSION

y FP f GREENACRES CITY HALL - COUNCIL CHAMBERS y° B t' o qcH coU ` L' PtACE O WEDNESDAY, March 15, 2017

7: 00 P. M.

IN ACCORDANCE WITH THE PROVISIONS OF THE AMERICANS WITH DISABILITIES ACT, THIS DOCUMENT CAN BE MADE AVAILABLE IN AN ALTERNATE FORMAT AND SPECIAL ACCOMMODATIONS CAN BE PROVIDED UPON REQUEST.

NOTICE: If any person decides to appeal any decision of the City of Greenacres Planning Commission at this meeting, he/she will need to ensure that a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based. The City does not prepare or provide such record. FOR HEARING ASSISTANCE: If any person wishes to use a Listen Aid hearing device, please contact the Planning and Engineering Department prior to any meeting held in the Council Chambers.

1. Call to Order and Roll Call for Planning Commission.

2. Agenda Approval - Additions, deletions, or other revisions to the agenda.

3. Approval of Minutes: None.

4. Cases

SE- 16- 04 Target (outparcel— Zaxby's) PUBLIC Res. 2017- 11 A special exception request for a fast food restaurant with HEARING drive- thru approval to allow construction of a 3, 847 square foot fast food restaurant with a drive-thru at the northeast corner of the Target site.

SE- 16- 05 Target (outparcel —Discount Tires) PUBLIC Res. 2017- 12 A special exception request for a retail tire discount store HEARING approval to allow construction of a 7, 373 square foot retail tire discount store at the northwest corner of the Target site.

SP- 96- 01 C Target A site and development plan ( SP- 96- 01 C) approval to construct a fast food restaurant and a tire discount retail store at the northwest and northeast corners of the Target site.

5. Discussion Items:

6. Concluding Remarks:

7. Adjournment of the Planning Commission Meeting. SE-16- 04 ( Resolution 2017-11) Revised: Exhibit "A" Date: March 10, 2017

LAND DEVELOPMENT STAFF REPORT AND RECOMMENDATION q ,

I. Proiect Description:

Project: Zaxby' s at Greenacres Target a i.,:.....: c,,,- ;., 1 3f* A t:*S'.._'... 1k N, E L± Petitioner: Thomas Engineenng. o.` r, x a ; * x t;• ` p _ .- , Corporate Drive, Ste 250 1000 p ,,;,,;, t,,,., r _ ,- o} , . . Ft. Lauderdale, Florida33334 5 ; ', ; y.,,.,,,,,,

as agent for the owners, Target N LAKE WORT i RU'—'

Corporation/ Dayton Hudson Corp. 4¢ s.*.: n. t+U, r AT " t . '

Y' ^ ;

4 t g t. ' a- i,, Request: Special Exception approval Y, ». ..

rX f ' * for a Drive in/fast food Restaurant f'` SITE ' "•` i, t Y, T i' ; •. . Location: On the southeast corner of Lake Worth ,, -.,, 4 '

L' ...'.., Road and Sherwood Forest Boulevard il. S S : « 7 ' UANSPI.. "'„`" _ 7'.. i ,> 3-: at 5900 Lake Worth Road. a«. ' ' jj '`q z ?# ..'` r. _ r . Q . 4 , . L, 1 7%- S.ai!`. ` 4t . r y

II. Site Data•

Parcel Control Number: 18- 42- 44- 26- 22- 001- 0000 18- 42- 44- 26- 22- 002- 0000 18- 42- 44- 26- 22- 003- 0000 18- 42- 44-26- 22- 023- 0000

Parcel Size: 15. 238 acres ( 663, 767.28 sq. ft.)

Existing Use: Retail Department Store w/ 2 Outparcels

Future Land Use Designation: Commercial ( CM)

Zoning: Commercial ( CI)

Table 1: Surrounding Existing Land Use, Future Land Use, Zoning District: Direction: Existing Land Use Future Land Use Zoning District

North Woodlake Plaza Commercial( CM) Commercial Intensive( CI)

South Colonial Coach Estates Mobile Home Park Residential- Medium Density( RS- MD) Residential Mobile Home( RMH)

East Vacant Commercial( CM) Commercial Intensive( CI)

West Commercial Center of Greenacres& Commercial( CM) and Commercial General( CG) and Colonial Coach Estates Mobile Home Park Residential- Medium Density( RS- MD) Residential Mobile Home( RMH)

SE-16- 04(Resolution 2017-I1) Page 1 of 7 Zaxby's at Target III. Annexation/Zoning Historv:

The site was originally approved (through SP- 96-01) as a 143, 940 square foot commercial retail building with two (2) outparcels ( a 5,040 square foot restaurant and a 3, 500 square foot drive- an area of 15. 238 acres. Parcel # 1 in/fast food restaurant) on three ( 3) parcels of land with consisted of approximately 7.63 acres, was annexed into the City in 1985 as ANX-85- 01, and received a Commercial Intensive (CI) zoning designation with a Planned Shopping Center( PSC) overlay in 1986. Parcel # 2 consisted of approximately 2. 55 acres, was annexed into the City in CI) designation. Parcel# 1 and 1994 as ANX-93- 03, and received a Commercial Intensive( zoning Parcel# 3 were rezoned to Commercial Intensive( Cn at the same time through petition ZC-96-01. Parcel# 3 consisted of approximately 5. 10 acres, was annexed into the City in 1981 as ANX-81- 03, and received a Commercial Intensive( CI) zoning designation with a PSC overlay in 1990. The original Parcels# 1, # 2 and# 3. site was then platted, combining the

Since then, the site has received a variance approval on January 13, 1998 to add additional square feet to the copy area ofthe building signs through petition BA-97-07, which was enacted via permit issuance. In addition, the site was granted approval for a variance( BA-08- 01) on August 26, 2008 to allow a parking waiver, but the approval expired on March 17, 2009 when the applicant failed to get a site plan ( SP-96-01 A) approved to revise the Target store to increase the retail area by 420 square feet), and make other site layout 8, 839 square feet, eliminate the garden area ( 11, again request a variance ( BA- 13- 04), site plan changes. The applicant initiated the process to 11, 2013, but the applications were amendment ( SP- 96- 01B), and a replat on October administratively withdrawn due to inaction on January 29, 2015.

store ( 5E- 16- OS) and a site and development plan ( SP- 96-01C) approval to construct a 3, 847 square foot fast food restaurant with a drive-thru and a 7,373 square foot tire discount retail store at the northwest and northeast corners of the Target site.

IV Anplicable Citv Code Provisions:

Sec. 16- 171 through 16- 178 pertaining to Special Exceptions Sec. 16-496 through 16-506 pertaining to the CI zoning district

V. Staff Analvsis:

Background:

northeast corner of the site). Concurrent with this petition is a proposal by the owners for one( 1) additional special exception request to allow a retail tire discount store ( SE- 16-OS) and a site and development plan amendment ( SP- 96-01C) approval to construct a 3, 847 square foot fast food restaurant( Zaxby' s) and a 7,373 square foot tire discount retail store at the northwest and northeast

s at Target SE- 16-04( Resolution 2017- 11) Page 2 of 7 Zaxby' corners of the Target site.

The proposed Special Exception ( SE- 16- 04) is to permit Drive-In/ Fast Food Restaurant use. Target currently has two access points on Lake Worth Road. The proposed Special Exception will have adequate ingress and egress to the site through two (2) connections to the sites parking and circulation aisles.

On January 12 and January 19, 2017, Land Development Staff reviewed this petition and recommended approval subject to the conditions of approval listed below:

StaffComments:

Incorporated into the Staff Report. Planning and Engineering Department: Building Department: No Objections. Fire Rescue Department: No Objections. PBSO District 16: No Objections. Public Works Department: No Objections.

Other Agencies:

PBC Traffic Division: Project meets traffic performance standards. PBC Water Utilities: Water and sewer service is currently provided to the site by the Palm Beach County Water Utilities Department. MPO/Palm Tran: No objections. LWDD: No objections.

Plan Details:

The petitioner's concept plan stamp-dated February 24, 2017 depicts the following:

1. A total land area of 15.28 acres ( 665,597 square feet). 2. The construction of a 3, 847 sq. ft. (90 seats) drive-thru fast food restaurant. 3. 605 parking spaces for the overall site, including 24 handicapped spaces. 4. 43 parking spaces for the Zaxby' s site, including 2 handicapped spaces. 5. Two (2) existing vehicular access points for Target site and two (2) new pedestrian connections to Lake Worth Road. 6. Landscape Plan. 7. Building Plans and Elevations. 8. Photometric Plan. 9. Conceptual Engineering Plan. 10. Boundary and Topographic Survey.

VI Suecial Excention Criteria and Findings of Fact:

1. The proposed use complies with all relevant elements of the Comprehensive Plan;

Finding: ' The proposed Drive-In/ Fast Food Restaurant complies with Goal 1 and

s at Target SE-16-04(Resolution 2017-11) Page 3 of 7 Zaxby' Objectives 1 and 11 of the Future Land Use Element, Goal 1 and Goal 2 of the Transportation Element, and Objective 1 of the Infrastructure Element within the City of Greenacres' Comprehensive Plan directing growth, development, and redevelopment 14), a Drive-In/ Fast Food Restaurant activities to appropriate areas. Per Section 16- 499( is subject to a Special Exception approval in the Commercial Intensive( CI) zoning district.

2. Ingress and egress to the property and proposed structures thereon with particular reference to automotive and pedestrian safety and convenience, traffic flow and control, and access in case of fire or catastrophe will not be adversely affected by the proposed special exception;

Finding: The proposed Special Exception for the outbuilding site will have adequate ingress and egress through Target using one( 1) vehicular access point to Lake Worth Road directly west of the Z by' s site, one( 1) vehicular access point to Lake Worth Road on the north westernmost corner of the site, together with one ( 1) new sidewalk connection to Lake Worth Road and one ( 1) new sidewalk connections to the Sherwood Forest access road. The concept plan has been reviewed by stafffor automobile, pedestrian and fire safety and meets all applicable Code requirements. The City' s traffic engineering consultant has reviewed the traffic flow and control of the site for compliance with City Code and safety standards and has determined that it meets all necessary requirements.

3. Off-street parking and loading is provided where required, with particular attention to the items in (2) above will not adversely affect public health and safety;

Finding: The off-street parking provided on the site meets the minimum parking requirements based on the variance ( BA-16- 06) granted for the site by the City Zoning March 7, 2017 for the Target site. The Board of Adjustments & Appeals ( BZAA) on proposed Zaxby' s Drive in/Fast food restaurant exceeds the required 30 parking spaces by 13 spaces, yet the shared parking for the entire site benefits from the variance granted. Specifically, in accordance with the off-street parking provisions listed in Section 16- 1336, the required parking for a Drive-In/ Fast Food Restaurant is 1 space per 3 seats. For the proposed 3, 847 square foot building with a 90 seat occupancy, the applicant has provided 43 spaces on the outbuilding site and a total of 605 spaces within the Overall Target site approved via variance BA- 16- 06 for Target) and all subject to an existing cross- access and cross-parking agreement, thus meeting the minimum requirement. A loading zone has also been provided as required by Code.

particular reference to items (2) & ( 3) above 4. Refuse and service areas provided with will not adversely affect public health and safety;

Finding: The City's franchise hauler will serve the site for all refuse collection. A new dumpster and recycling enclosure is located at the rear ofthe building, and will provide an adequate storage area for refuse and recycling provided specifically for the Drive-In/Fast Food Restaurant, located and screened as required by Code, and will not adversely affect public health and safety.

5. The proposed use will not create a nuisance factor detrimental to adjacent and nearby properties and the City as a whole;

s at Target 5E-16-04(Resolution 2017- 11) Page 4 of 7 Zaxby' Finding: The proposed Zaxby' s development itself is abutted to the south, east and west by the rest of the Target site and to the north by Woodlake Plaza. In general, the plaza is surrounded by residential uses to the south and by existing commercial development to the west, north, and east. The properties directly to the north, across Lake Worth Road, contain an existing shopping center. The properties located to the west across Sherwood Forest Boulevard contain an existing McDonald' s Fast Food/Drive-in restaurant and an existing office center( Commercial Center of Greenacres). The property will be landscaped around the perimeter as well as the interior in accordance with Zoning Code requirements. Further, the existing site building and the solid masonry 6 foot high wall integrated within the existing landscaping buffer along the south property lines of the plaza separates the Target site from the adjacent residential. No off-site odor, smoke, electrical interference or mechanical vibrations will be produced by this use. Therefore, the proposed use will not be a nuisance or detriment to adjacent and nearby

properties.

6. The location, availability and compatibility of utilities for the requested use will not adversely affect public health and safety;

Finding: All utilities will be provided underground. The site is currently served by Palm Beach County Water Utilities. All other utilities are also currently provided to the site, and the applicant meets the Level of Service( LOS) as established in the Comprehensive Plan.

7. The screening and buffering of the requested use are consistent with the applicable zoning requirements relative to type, dimension and character; Finding: The existing site perimeter landscaping buffers will be preserved and enhanced with replacements for missing materials and new vegetation for screening and aesthetics.

8. Signs and proposed exterior lighting are provided with reference to glare, traffic safety and economic effect, and compatibility and harmony with properties in the district;

Finding: All proposed signs shall meet the requirements of the City' s Zoning Code. Within the subject site, parking lot lighting will be installed consistent with the style and height of the poles within Target. All exterior lighting shall meet City Code requirements for limiting spill onto adjacent neighboring areas.

9. The requested use appears to meet the required yards and other open space;

Finding: The project complies with interior and perimeter landscaping and open space requirements ofthe Zoning Code. The lot coverage for the plaza of approximately 20.4% is below the m imum 30%, and a11 building setbacks of the Commercial Intensive ( CI) zoning district are met.

10. Proposed general use is compatible with adjoining properties and other property in the district;

Finding: The proposed Drive-In/ Fast Food Restaurant is compatible with the existing

s at Target of 7 SE-16- 04( Resolution 2017-11) Page 5 Zaxby' high-intensity commercial nature ofthe Lake Worth Road and Sherwood Forest Boulevard intersection, and with adjacent uses. A Drive-In/ Fast Food Restaurant is permitted as a Special Exception in the Commercial Intensive( CI) zoning district.

11. The change suggested is not out-of-scale with the needs of the neighborhood or the City;

Finding: The proposed Drive-In/ Fast Food Restaurant is in scale with the needs of the surrounding community. Target located on a road designated as Urban Principal Arterial. It is a suitable location for the proposed use given the plaza' s proximity to automobile traffic and other drive-thru uses.

12. The requested use and structure is consistent with any special requirements set out in the Schedule of District Regulations for the particular use and structure involved;

Finding: Drive-In/ Fast Food Restaurant uses are required to provide adequate queuing at the drive-thru window designed so as not to interfere with other vehicle traffic and to provide a by-pass lane if one-way traffic flow is utilized. The proposed Zaxby's satisfies both of these special requirements.

VII. Staff Recommendation:

Approval of SE- 16- 06 through adoption ofResolution 2017- 11 with the following conditions:

1. Site and Development Plan approval is required prior to the issuance of development permits. ( Planning and Building)

2. The Special Exception is limited to a 3, 847 square foot Drive-In/ Fast Food Restaurant with 90 seats. Any increase in the size of the building, number of seats, or change in use will require modification of this Special Exception. (Planning)

3. Hours of operation for the Drive-In/ Fast Food Restaurant shall be limited to 6:00 a.m. to 11: 00 p.m. for the dining room and 6:00 am to 1: 00 am for the drive-thru, 7 days a week. Planning and Building)

4. The customer service speaker at the drive-thru shall not be audible outside of the plaza property line. (Building)

outdoor speakers shall be permitted. (Building) 5. Other than the above-noted speaker, no

6. Non-compliance with any ofthe conditions of approval will result in withholding of building permits or Certificates of Occupancy. (Planning and Building)

s at Target of 7 5E-16-04(Resolution 2017-11) Page 6 Zaxby' PLANNING COMMISSION RECOMMENDATION

CITY COUNCIL ACTION

Samuel J. Ferreri, Mayor

Attest:

Joanna Cunningham, City Clerk

Attachments: 1. Resolution 2017- 11 2. Concept Plan 3. Aerial Location Map

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LAND DEVELOPMENT STAFF REPORT AND RECOMMENDATION

I Proiect Description:

s°""-- r, m,;,; ; , s J.. Project: Discount Tire at Target

LL T o-*_ n a,' r ' oc,.. t . Petitioner: Thomas Engineering Corporate Drive, Ste 250 o, t,,'?' "` i*$°° ' ' r 1000 a ' ; i . f c i".. Ft. Lauderdale, Florida 33334 l ; , . . i;,;.

owners, Target y as agent for the AKE,„ oRT,,:- -

o ^ y' . w Dayton Hudson Corp. w K , Corporation/ i ,

S 1^. ' I. S :. y. . f• .)' 4 . E W k . . . -. w w R .. F' ;^ ` approval t"". Request: Special Exception SITE : for a Tire Store z T. A. f L 111P v`' Lt of Lake Worth Location: On the southeast corner Z . r, - , - ' Boulevard • r,.5, . • r Forest r Road and Sherwood x,,,, 1t ` " 4,= tt, °;»",;- _ ake Worth Road. n p-;` at 5 900 L ar .. i° <

II. Site Data: 18- 42-44- 26- 22- 001- 0000 Parcel Control Number: 18- 42- 44- 26-22- 002- 0000 18- 42-44-26- 22- 003- 0000 18- 42-44-26-22- 023- 0000

15. 238 acres ( 663, 767. 28 sq. ft.) Parcel Size: Retail Department Store w/ 2 Outparcels Existing Use: Commercial ( CM) Future Land Use Designation:

Commercial ( CI) Zoning:

Table 1: Surrounding Existing Land Use, Future Land Use, Zoning District: Future Land Use Zoning District Direction: Existing Land Use Commercial Intensive( CI) Commercial( CM) Woodlake Plaza North Residential Mobile Home( RM Residential- Medium RS-MD) Coach Estates Mobile Home Park Density( South Colonial Commercial Intensive( CI) Commercial( CM) East Vacant Commercial General( CG) and Greenacres& Commercial( CM) and West Commercial Center of Residential Mobile Home( RMH) Colonial Coach Estates Mobile Home Park Residential-Medium Density( RS- MD

Discount Tire at Target Pa e 1 of 8 SE- 16- OS ( Res. No. 2017- 12) g dN III Annexation/Zoning History:

The site was originally approved (through SP- 96-01) as a 143, 940 square foot commercial retail building with two ( 2) outparcels ( a 5, 040 square foot restaurant and a 3, 500 square footParceldrive- # 1 of land with an area of 15. 238 acres. in/fast food restaurant) on three ( 3) parcels consisted of approximately 7.63 acres, was annexed into the City in 1985 as ANX-85- 01, and received a Commercial Intensive (CI) zoning designation with a Planned Shopping Center (PSC) Parcel # overlay in 1986. 2 consisted of approximately 2.55 acres, was annexed into the City in Intensive( CI) designation. Parcel# 1 and 1994 as ANX-93- 03, and received a Commercial zoning Parcel# 3 were rezoned to Commercial Intensive( CI) at the same time through petition ZC-96-01. Parcel# 3 consisted of approximately 5. 10 acres, was annexed into the City in 1981 as ANX-81- 03, and received a Commercial Intensive( CI) zoning designation with a PSC overlay in 1990. The the original Parcels # 1, # 2 and# 3. site was then platted, combining

Since then, the site has received a variance approval on January 13, 1998 to add additional square feet to the copy area ofthe building signs through petition BA-97-07, which was enacted via permit issuance. In addition, the site was granted approval for a variance( BA-08-01) on August 26, 2008 to allow a parking waiver, but the approval expired on March 17, 2009 when the applicant failed to get a site plan (SP-96-01A) approved to revise the Target store to increase the retail area by area ( 11, 420 square feet), and make other site layout 8, 839 square feet, eliminate the garden 04), site plan process again to request a variance ( BA- 13- changes. The applicant initiated the on October 11, 2013, but the applications were amendment ( SP- 96- 01B), and a replat administratively withdrawn due to inaction on January 29, 2015. The site was developed as a Target retail store with 124,400 square feet of retail, a garden area totaling 11, 000 square feet, and two (2) undeveloped out parcels ( 3, 500 sq. ft. drive-in/fast food restaurant in the northwest corner of the site and 5, 040 sq. ft. restaurant in the northeast corner of

the site). Concurrent with this petition is a proposal by the owners for an additional special restaurant with drive-thru ( 5E- 16- 04) and a site and exception requests to allow a fast food development plan( SP- 96-01C) approval to construct a 3, 847 square foot fast food restaurant with a drive-thru and a 7,373 square foot tire discount retail store at the northwest and northeast corners of the Target site.

IV Applicable Citv Code Provisions:

Sec. 16- 171 through 16- 178 pertaining to Special Exceptions Sec. 16-496 through 16-506 pertaining to the CI zoning district

V. Staff Analvsis:

Background:

Discount Tire at Target SE-16- OS ( Res. No. 2017- 12) Page 2 of 8 northeast corner of the site). Concurrent with this petition is a proposal by the owners for one ( 1) additional special exception request to allow a drive-in/fast food restaurant ( 5E- 16- 04) and a site and development plan amendment( SP-96-01C) approval to construct a 3, 847 square foot fast food restaurant (Zaxby' s) and a 7,373 square foot tire retail store (Discount Tire) at the northwest and northeast corners of the Target site.

The proposed Special Exception ( 5E- 16- OS) is to permit a Tire store with minor auto repair use. Target currently has two access points on Lake Worth Road. The proposed Special Exception will have adequate ingress and egress to the site through two ( 2) connections to the sites parking and circulation aisles.

On January 12 and January 19, 2017, Land Development Staff reviewed this petition and recommended approval subject to the conditions of approval listed below:

Staff Comments:

Department: Incorporated into the Staff Report. Planning and Engineering No Objections. Building Department: Fire Rescue Department: No Objections. PBSO District 16: No Objections. Public Works Department: No Objections.

Other Agencies:

Project meets traffic performance standards. PBC Traffic Division: PBC Water Utilities: Water and sewer service is currently provided to the site by the Palm Beach County Water Utilities Department. MPO/Palm Tran: No objections. LWDD: No objections.

Plan Details: The petitioner's concept plan stamp-dated February 24, 2017 depicts the following:

1. A total land area of 15. 28 acres ( 665,597 square feet). 2. The existing 123, 533 square feet target retail store plus 11, 415 square feet garden tire stare and a 3, 847 ft. (90 seats) center and the construction of a 7, 373 sq. ft. sq. drive-thru fast food restaurant. 3. 605 parking spaces for the overall site, including 24 handicapped spaces; 43 parking spaces for the Discount Tire site, including 2 handicapped spaces. 4. Two (2) existing vehicular access points for Target site and two (2) new pedestrian connections to Lake Worth Road. 5. Landscape Plan. 6. Building Plans and Elevations. 7. Photometric Plan. 8. Conceptual Engineering Plan.

at Target 3 of 8 Discount Tire SE- 16-OS ( Res. No. 2017- 12) Page 9. Boundary and Topographic Survey.

VI Special Exception Criteria and Findin s of Fact:

1. The proposed use complies with all relevant elements of the Comprehensive Plan; Finding: The proposed Tire Store complies with Goal 1 ofthe Future Land Use Element, Goal 1 of the Transportation Element, and Objective 1 ofthe Infrastructure Element within development, and Comprehensive Plan directing growth, the City of Greenacres' redevelopment activities to appropriate areas. Per Section 16- 499(4), a Tire Store is subject to a Special Exception approval in the Commercial Intensive (CI) zoning district and may include minor auto repair provided certain other requirements are met.

Finding: The proposed Special Exception for the outbuilding site will have adequate ingress and egress through Target using one( 1) vehicular access point to Lake Worth Road directly west ofthe Zaxby' s site, one( 1) vehicular access point to Lake Worth Road on the north westernmost corner of the site adjacent to the Discount Tire site, together with one 1) new sidewalk connection to Lake Worth Road and one ( 1) new sidewalk connections to the Sherwood Forest access road. The concept plan has been reviewed by staff for automobile, pedestrian and fire safety and meets all applicable Code requirements. The City' s traffic engineering consultant has reviewed the traffic flow and control of the site for compliance with City Code and safety standards and has determined that it meets all necessary requirements.

3. Off-street parking and loading is provided where required, with particular attention to the items in (2) above will not adversely affect public health and safety;

Finding: The off-street parking provided on the site meets the minimum parking requirements. Specifically, in accordance with the off-street parking provisions listed in Section 16- 1336, the required parking for the tire store is 1 space per 200 square feet of gross floor area, with a minimum of 3 spaces. For the proposed 7,373 square foot building, the applicant has provided 43 parking spaces, thus meeting the minimum requirement of 37 spaces ( 7, 373 / 200 = 37). A loading zone is provided convenient to the building.

with particular reference to items ( 2) & ( 3) above 4. Refuse and service areas provided will not adversely affect public health and safety; Finding: The City' s franchise hauler will serve the site for all refuse collection. One ( 1) dumpster enclosure, including recycling facilities, is located to the rear ofthe west side of the building; will provide an adequate storage area for refuse; and will not adversely affect

Tire at Target 4 of 8 Discount SE-16-OS ( Res. No. 2017- 12) Page public health and safety.

5. The proposed use will not create a nuisance factor detrimental to adjacent and nearby properties and the City as a whole;

Finding: The proposed Discount Tire store is abutted to the south, east and west by the rest of the Target site and to the north by Woodlake Plaza. In general, the overall Target site is surrounded by residential uses to the south and by existing commercial development to the west, north, and east. The properties directly to the north, across Lake Worth Road, contain an existing shopping center. The properties located to the west across Sherwood Forest Boulevard contain an existing McDonald' s Fast Food/Drive-in restaurant and an existing office center( Commercial Center of Greenacres).

6. The location, availability and compatibility of utilities for the requested use will not adversely affect public health and safety; Finding: All utilities can be safely provided to the site. The applicant meets the Level of Service( LOS) as established in the Comprehensive Plan.

7. The screening and buffering of the requested use are consistent with the applicable zoning requirements relative to type, dimension and character;

Finding: The proposed development includes perimeter buffers consistent with the CI 16- 1286 of the landscape code. The existing buffering will be zoning district, Section improved by the replacement of missing and dead landscaping on the entire site.

8. Signs and proposed exterior lighting are provided with reference to glare, traffic safety and economic effect, and compatibility and harmony with properties in the district;

9. The requested use appears to meet the required yards and other open space;

Finding: The project complies with interior and perimeter landscaping and open space requirements of the Zoning Code. The lot coverage for the plaza of approximately 20.4% is below the maximum 30%, and all building setbacks of the Commercial Intensive ( CI) zoning district are met.

10. Proposed general use is compatible with adjoining properties and other property in the district;

Finding: The proposed Tire Store is compatible with the existing high-intensity

at Target of 8 Discount Tire SE-16- OS ( Res. No. 2017- 12) Page 5 commercial nature of the Lake Worth Road and Sherwood Forest Boulevard intersection, and with adjacent uses. A Tire Store is permitted as a Special Exception in the Commercial Intensive( CI) zoning district.

11. The change suggested is not out-of-scale with the needs of the neighborhood or the City;

Finding: The proposed Tire store is in scale with the needs ofthe surrounding community. Target is located on a road designated as Urban Principal Arterial and it is a suitable location for the proposed use given the plaza' s proximity to automobile traffic and other

similar retail uses.

12. The requested use and structure is consistent with any special requirements set out in the Schedule of District Regulations for the particular use and structure involved; Finding: The proposed use, as conditioned below, complies with the special requirements for security, lighting, and restrictions outlined in the Special Exception criteria for a Tire Store within a Commercial Intensive( CI) district.

VII. Staff Recommendation: Approval of 5E- 16- OS through adoption ofResolution 2016- 12 with the following conditions:

1. Site and development plan approval is required prior to the issuance of development permits. ( Planning and Building)

2. The Special Exception is limited to a Tire Store consisting of a 7,373 square foot building. Expansion or changes to another use will require new Special Exception and Site and Development Plan approvals. ( Planning)

3. Outdoor storage or display of vehicles, parts, equipment or tires, shall be prohibited. Planning)

4. Repair services as part of a tire store or minor auto repair establishments shall be limited to those repairs which can be effected within one ( 1) working day, such as brake repair, and front end alignments. ( engine tune- ups, oil changes Planning)

service work shall be allowed. ( Planning) 5. No outdoor sales, repair or

6. The hours of operation shall be limited to 8: 00 a.m. to 6:00 p.m. Monday through Friday, Saturdays and Closed Sundays. ( Planning and Building) 8: 00 a.m. to 5: 00 p. m.

Discount Tire at Target Page 6 of 8 5E-16- OS ( Res. No. 2017- 12) PLANNING COMMISSION RECOMMENDATION

CITY COUNCIL ACTION

Samuel J. Ferreri, Mayor

Attest:

Joanna Cunningham, City Clerk

Attachments: 1. Resolution 2017- 12 2. Concept Plan 3. Aerial Location Map

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CI ZONING BUIK REflUIREMENTS: ZqXBY'S= 12 PROJECT DESCPoPTION: DEVELOPMENT OF TWO( 2) OUTPARCELS MAX JURISDICTION: CITY OF GREENACRES ALLOWED: PRONOED: OISCAUM TIRE= 18 VARIANCE REQUEST TO ARTICLE VIII, SECTION 16- 13336 FOR A ADURESS: 5900 LAKE WORTH RD., GREENACRES, FL 33463 TOTAL LOT COVERAGE RmUCTION IN RE-0UIRED PARKING F-0R THE IXISTING RETAIL STORE ' PARlaNG SIIMMARY PARCEL CONTROL NUNIDERS: 18-02-0426-22-001-0000, i 8A2-04-2G-22-0D2-0000, INCLUDING COVERED CANOPIFS) 30% 20. 4% fARGE FROM 1 SPACE PER2DII SF OF GFA TO 1 SPACE PER 2500F PROFESSIONALINGIIJEER f' REQUIREO PARI( ING 5. PARKING Fe°"' n'. 0t1 ' 1& 42-04-26-22-00300 0, 78-02-44- 26- 22-004-0000 TOTALFLOORAREA: 0.35 0. 22 9. 5' x 18.5' WITH 25' DRIVE AISLES. GFA. USE( SQUARE FEET GROUND AREA): PARKING RATIO: TOTAL: ALL REGULAR STALLS ARE pwon ucENSE no. ee2iz S PERCENTAGE: LOT: UARE FOOTAGE: ACREAGE: TOTALBUIIDWGHEIGHT: 35FT( 25w1 30FT STWPEDSIDEACCESSWAYS. nowoneusNEsscear. oFaun+.rro. zrsse TARGETSTORE( 123,533SFGA) @SSPACESII, OOOSF` = 6185PACES HANDICAPSPACESAREI2' x78.5' WITH5' MAIN( TARGETBUILDING 490,477SF 1126AC 73.7% TRANSITIONAL ZON NOT SPECIAL IXCEPTION REQUEST TO ARTICLE III, SECTION 16-099 TO GARDEN CENTER( 11, 415 SFGA) @1 SPACE/ 1, OOD SF = 11 SPACES WHEELSTOPS OR iYPE' D' CURB TO BE PROVIDm FORALL STALLS OUTPARCEL 1( DISCOUNT TIRE) 47,923 SF 7. 10 AC 72% ALLOW RIVE- IN/ FAST f00D RESTAURANT USE. FAST FOOD( 3,847 SFGA @7 SPACE/ 3 SEATS = 30 SPACES ABUTTIN LANDSCAPE AREAS. OUTPARCEL2( ZAXB`fS) 77,OSSSF 1. 77AC 11. 6% 2. HOURSOFOPERATION; 5" ilt e TIRESTORE( 73735FGA1 7SPACEI200SF = 37SPACES STORMWATERMANAGEMENT 50. 142SF 1. 15AC 7.5% TARGET- B: OOAMT01600PM. SPECIALHOURSAPPLYONHOLIDAYSAND SPECIA IXCEPTIONRC-0UESTTOARTICLEIII, SECTION16 499T0 TOTALREQUIREDPARKING: 696SPACES 6. UTILITIES: GROSSAREAOFLOTS: 665,597SF 1528AC 100% t' PRECHRISTMAS. ALL UTILITIES SHALL BE PROVIDED UNDERGROUND. ALLOW A TIRE STORE USE. PROPOSEOPARqNG SITEAREA: SOUAREFOOTAGE: ACREAGE: PERCENTAGE: ZAXBY' S- 10:30AM- 10:30PM SUNDAY- THURSDAY) s ACGESSIBLE SPACES: SATURDAI BUILDING( INC. COVERm CANOPIES) 136,0415F 3. 12 AC 20. 4% USE( SQUARE FEET GROUNU AREA: STANDARD SPACES: 10:30AM- 17: 00 PM( FRIDAY- 7. MINIMUM FINISHED FLOOR ELEVATION= 20.00' NAVD( 21. 50' NGVD) 1B' i y. PAVEMENT& CONCRETE( IXCLUDINGBLDG. LOTCOVERAGE) 406, 942SF 9.34AC 61. 7% TARGETSTORE( 123,5335FGA) 49G DISCOUNTTIRE- B:OOAM- 6: OOPM( MONDAY- FWDAY) 50, 1. 7.5% GARDENCENTER( N, 9 Z B: OOAM- 5:OOPM( SUNDA`n, CLOSEDSUNDAY B. FEMAFLOODZONEX, REPRESENTSAREASOUTSIDEOFTHE500- YEARFLOOD 5H331wrwe T{J_ A STORMWATERMANAGEMENTPOND 142SF 15AC 415SFGAJ CpNCEPTUAL SITE PLAN 89. FASTFOOD 3, 847SFGA) 41 2 pLAINWITHIESSTHAT0.2% ANNUALPROBABILINOFFLOODMG. g=. TOTALSITEIMPERVIOUSAREA: 593, 1255F 13. 62AC 1% 1 J 2 TOTALSl7EPERVIOUSAREA( LANDSCAPING): 724725F 1. 66AC 70.9% TIRESTORE( 7373SFGA1 41 3. SEATING TARGET= 40SEATS 100. 0% TOTAL PROVI ED PARqNCa( 609 SP.): 587 ZZ U+XBY'S= 90 SEATS a GROSS SITE AREA: 665,597 SF 1528 AC @e'yi-!1iOILDINC L6II SP-96-01 C Revised: Exhibit "A" Date: March 10, 2017

LAND DEVELOPMENT STAFF REPORT AND RECOMMENDATION

I. Proiect Description: I 7a ra: prNlia',.' F a.'^' vd: l i

T , '`

y Target t( .-- Y.. Project: Greenacres i 1 rf`` O N fi . L f .. . W lYa....} qx T(.+ tvaFi' ' 1 } dx' c:. * Petitioner: Thomas Engineering. 3 , i, ' 7 ; '"3 ; '*^ . a• . Ste 250 1000 Corporate Drive, y•.•••. _==--- _ _ ; '° 33334 AHE WORT a Ft. Lauderdale Florida r r w,,, x.,.. '-

Target a as agent for the owners, a, ; i '''; `" 0 < W s Y W.._ s. k.'' •! Corporation/ Dayton Hudson Corp. r„ y *. ,, T

SiTE - r the approved Site a Request: Amendment to M ; t and Development Plan of e r r, r

Greenacres Target i a., t ( , 3 v 4 i" , f : r Y t a ti Q i f i` " h ''` d i a r, + ri Location: 5900 Lake Worth Road.

II. Site Data•

Parcel Control Number: 18- 42- 44- 26- 22- 001- 0000 18- 42- 44- 26- 22- 002- 0000 18- 42- 44- 26- 22- 003- 0000 18- 42- 44- 26- 22- 023- 0000

Parcel Size: 15. 238 acres ( 663, 767. 28 sq. ft.)

Existing Use: Retail Department Store w/ 2 Outparcels

Future Land Use Designation: Commercial (CM)

Zoning: Commercial ( CI)

Table 1: Surrounding Existing Land Use, Future Land Use, Zoning District: Direction: Existing Land Use Future Land Use Zoning District Commercial( CM) Commercial Intensive( CI) North Woodlake Plaza Park Residential- Medium RS- MD) Residential Mobile Home( RMH) South Colonial Coach Estates Mobile Home Density(

Commercial( CM) Commercial Intensive( CI) East Vacant Commercial General( CG) and West Commercial Center of Greenacres& Commercial( CM) and Residential Mobile Home( RMH) Colonial Coach Estates Mobile Home Park Residential- Medium Density( RS- MD)

Target SP-96- 01 C Page 1 of 10 MN III. Annexation/ Zonin Historv:

The site was originally approved ( through SP- 96- 01) as a 143, 940 square foot commercial retail building with two ( 2) outparcels ( a 5, 040 square foot restaurant and a 3, 500 square foot drive- in/ fast food restaurant) on three ( 3) parcels of land with an area of 15. 238 acres. Parcel # 1 consisted of approximately 7. 63 acres, was annexed into the City in 1985 as ANX-85- 01, and received a Commercial Intensive (CI) zoning designation with a Planned Shopping Center (PSC) overlay in 1986. Parcel # 2 consisted of approximately 2. 55 acres, was annexed into the City in 1994 as ANX-93- 03, and received a Commercial Intensive( CI) zoning designation. Parcel# 1 and Parcel# 3 were rezoned to Commercial Intensive( CI) at the same time through petition ZC-96- 01. Parcel# 3 consisted of approximately 5. 10 acres, was annexed into the City in 1981 as ANX-81- 03, and received a Commercial Intensive( CI) zoning designation with a PSC overlay in 1990. The site was then platted, combining the original Parcels # 1, # 2 and# 3.

changes. The applicant initiated the process again to request a variance ( BA- 13- 04), site plan

amendment ( SP- 96- 01B), and a replat on October 11, 2013, but the applications were administratively withdrawn due to inaction on January 29, 2015.

The site was developed as a Target retail store with 124,400 square feet of retail, a garden area totaling 11, 000 square feet, and two (2) undeveloped out parcels ( 3, 500 sq. ft. drive-in/fast food restaurant in the northwest corner of the site and 5, 040 sq. ft. restaurant in the northeast corner of the site). Concurrent with this petition is a proposal by the owners( SP- 96- 01 C) for two( 2) special exception requests to allow a fast food restaurant with drive-thru ( 5E- 16- 04), a retail tire discount store ( 5E- 16- OS) and a site and development plan ( SP- 96- 01C) approval to construct a 3, 847 square foot fast food restaurant with a drive-thru and a 7, 373 square foot tire discount retail store at the northwest and northeast corners of the Target site.

IV. Applicable City Code Provisions:

Sec. 16- 196 through 16-202 pertaining to Site and Development Plans Sec. 16-496 through 16-506 pertaining to the Commercial Intensive (CI) zoning district Sec 16- 931 through 16-994 pertaining to sign regulations Sec. 16- 1241 through 16- 1312 pertaining to landscaping Sec. 16- 1331 through 16- 1340 pertaining to off-street parking

V. Summarv of Proqosed Site and Develoqment Plan Details:

The petitioner's concept plan stamp-dated February 24, 2017 depicts the following:

1. A total land area of 15. 28 acres ( 665, 597 square feet).

SP-96-01 C Page 2 of 10 Target 2. The existing 123, 533 square feet target retail store plus 11, 415 square feet garden center and the construction of a 7, 373 sq. ft. tire store and a 3, 847 sq. ft. (90 seats) drive-thru fast food restaurant. 3. 605 parking spaces for the overall site, including 24 handicapped spaces. 4. Two (2) existing vehicular access points for Target site and two (2) new pedestrian connections to Lake Worth Road. 5. Landscape Plan. 6. Building Plans and Elevations. 7. Photometric Plan. 8. Conceptual Engineering Plan. 9. Boundary and Topographic Survey.

Table 2:; Pro sed Si Dartar Area: are'F+ot e ` Acr a eM 1 erce a e:

Buildin Lot Covera e includin covered cano ies 136,041 3. 12 20.4% Site Impervious Area excluding building lot covera e) 406,942 9. 34 61. 1% Site Landscape Area 72,472 1. 66 10. 9% Total 665,597 15.28 100% Total Floor Area 136,041 3. 12 0. 20 FAR

VI. Staff Analysis:

Background:

The site was constructed as a 124,400 square foot Target retail building with a retail garden center of 11, 000 square feet, and reserved the approval to build two ( 2) out parcels ( 3, 500 sq. ft. drive- in/fast food restaurant in the northwest corner of the site and 5, 040 square foot restaurant in the northeast corner of the site). Concurrent with this petition is a proposal by the owners for one ( 1) additional special exception request to allow a retail tire discount store ( 5E- 16- OS) and a site and development plan amendment ( SP- 96- 01C) approval to construct a 3, 847 square foot fast food restaurant ( Zaxby' s) and a 7, 373 square foot tire discount retail store ( Discount Tire) at the northwest and northeast corners of the Target site.

The proposed Site Plan Amendment ( SP- 96- 01) is to construct a 3, 847 square foot fast food restaurant with a drive-thru and a 7, 373 square foot tire discount retail store at the northwest and northeast corners of the Target site. Target currently has two access points on Lake Worth Road. The proposed Site Plan Amendment will have adequate ingress and egress to the site through two 2) connections to the sites parking and circulation aisles.

On January 12 and January 19, 2017, Land Development Staff reviewed this petition and recommended approval subject to the conditions of approval listed below:

Land Development Staff Comments:

Planning and Engineering Dept.: Incorporated into the staff report. Building Department: Incorporated into the staff report.

SP-96-01 C Page 3 of 10 Target Fire Rescue Department: No comment. Public Works Department No comment. PBSO District 16: No comment.

Other Agencies:

PBC Traffic Division: Project meets traffic performance standards. PBC Water Utilities: Water and sewer service is provided to the existing building by the Palm Beach County Water Utilities Department. MPO/ Palm Tran: No objections. LWDD: No objections.

Standards and StaffFindings:

1. Minimum Lot Requirement: The site area of 15. 28 acres meets the minimum lot requirements for the CI district.

2. Maximum Lot Coverage: Building lot coverage of 20.4% does not exceed the maximum allowable lot coverage of 30%.

3. Minimum Yard Requirements: Building setbacks meet all yard requirements of 50' front ( Lake Worth Road), 20' side interior (east and

west), and 30' rear( south).

4. Height Restrictions: The building height of the Zaxby' s is 24'- 8" for the proposed building does not exceed the allowable height of 35'. The building height of the Discount Tire is 29'- 0" for the proposed building does not exceed the allowable height of 35'.

5. Off-Street Parking& Loading: The 605 parking spaces provided exceed the code requirement of 411 spaces based on a parking rate of the sum of the individual uses. The 11, 415 square feet garden center @ 1 space per 1000 square feet, the 3, 847 square feet / 90 seat fast food restaurant with drive-thru @ 1 space per 3 seats, and the 7,373 square feet @ 1 space per 200 square feet. The 123, 533 square feet Target retail @ 2.7 spaces per 1000 square feet based upon the approval of variance BA- 16- 06.

6. Landscaping: The landscaping plan complies with the landscape code requirements.

7. Sign Regulations: Permits shall be obtained prior to installation of any

SP-96- 01 C Page 4 of 10 Target signs and shall conform to the sign conditions listed below.

8. Utilities: The proposed water, sanitary sewer and drainage systems will meet code requirements subject to final

permitting.

9. Concurrency: Project meets traffic concurrency. Water and Sewer service and capacities are available to serve the site.

10. Comprehensive Plan: The proposed development is consistent with the Commercial( CM) future land use classification. The proposed floor area ratio of 0. 20 does not exceed the maximum of 0.35 FAR for the CI zoning district.

11. Color Scheme: The color ofthe building shall be in accordance with the Site and Development Plans submitted.

12. Site and Building Design: The project layout and architectural design comply with the site and building design requirements of the code. The proposed new buildings and canopy will be consistent and compatible with the existing commercial development.

VII. Staff Recommendation:

Approval of SP- 15- 06 with the following conditions:

1. The most stringent requirements of Exhibit " A" Land Development Staff Report and

Recommendation dated March 10, 2017 and Exhibit " B" Site and Development Plan stamp- dated February 23, 2017, as hereafter defined shall apply. (Planning)

2. The site shall be developed in accordance with the approved Special Exceptions ( 5E- 16- 04 & 5E- 16- OS) and Variance( BA- 16- 06). ( Planning)

3. Permits or permit modifications from the South Florida Water Management District SFWMD), the Lake Worth Drainage District ( LWDD), and the Florida Department of Transportation ( FDOT), as required, for the stormwater management system must be obtained prior to the issuance of building permits. ( Engineering and Building)

4. Permits from the Health Department for modifications to the water and sewer system must be obtained prior to the issuance of building permits. ( Engineering and Building)

5. Complete drainage calculations addressing water quality and quantity in accordance with the requirements of SFWMD must be submitted for review along with complete paving

SP-96- 01 C Page 5 of 10 Target and drainage construction plans and subsurface investigation with percolation test prior to the issuance of building permits. ( Engineering and Building)

6. Driveway connection and/ or right-of-way construction permits from Palm Beach County Land Development and the Florida Department of Transportation ( FDOT) must be obtained prior to issuance of building permits. Any existing driveway connections onsite that become redundant shall be removed and replaced with curbing, etc. to match adjacent conditions. ( Engineering and Building)

7. The site plan shall be revised as necessary to reflect all conditions of approval and resubmitted prior to the issuance of building permits. ( Planning and Building)

8. In accord with the requirements of the National Pollution Discharge Elimination System NPDES), a Storm Water Pollution Prevention Plan, Owner/ Operator Certification, and Notice ofIntent shall be submitted and accepted by the City prior to the issuance ofbuilding permits. ( Building and Public Works)

9. The parcels shall be joined with a Unity of Title on a form acceptable to the City of Greenacres or the site shall be platted in accord with Chapter 12 of the City Code prior to the issuance of building permits. (Planning and Building)

10. The project shall participate in the City Tree Dedication Program per Section 16- 1293; at the time of issuance of building permits one ( 1) tree to be donated per 1, 000 sq. ft. of building area or fraction thereof, therefore twelve ( 12) Live Oaks or equivalent cash payment shall be donated to the City subject to the following specification: Live Oak, Florida Grade # 1 Container Grown; minimum 12 ft. high; 2 inch diameter trunk at 4 ft.; and 5 ft. spread. ( Planning and Building)

11. The project shall be required to pay the City' s impact fee of$2.80 per square foot of gross floor area per Section 16- 201. The amount of$31, 416 shall be paid at the time of issuance of building permits. ( Building)

12. The 10' X 30' easement depicted on the site plan shall be provided to accommodate the

existing bus stop to the west on Lake Worth Road. The easement shall be dedicated to Palm Tran, in a form acceptable to the City Attorney, and recorded prior to the issuance of building permits. A standard City of Greenacres bus shelter shall be acquired and installed by the developer in this location prior to the issuance of a Certificate of Occupancy. The shelter is the permanent maintenance obligation of the property owner, including trash collection and electricity for the shelter security light. (Planning and Building)

13. The existing 6' high stucco finished masonry buffer wall along the south property line shall be repaired as necessary, cleaned, and painted on both sides to match the approved colors. Maintenance of the wall is the responsibility of the proposed Convenience Store with Fuel Sales. ( Planning)

SP-96-01 C Page 6 of 10 Target 14. Utilities shall be provided underground and sufficient in size to properly serve the site. Appurtenances to these systems which require above-ground installation must be

effectively screened from view. (Planning, Engineering and Building)

15. All utilities and services to the site shall be provided by entities holding valid franchise agreements with the City. (Engineering and Building)

16. Any portions of the existing site drainage system to remain shall be cleaned to ensure efficient operation. Existing stormwater drain pipes that are no longer in service shall be removed. ( Engineering)

17. Both outparcel buildings must be provided with an automatic fire sprinkler system and a monitored fire alarm system. In addition, the building shall have a Knox box keyed for the City of Greenacres at the entrance. The order form shall be obtained from the City' s Fire Marshal. (Public Safety)

18. All roof top equipment shall be screened on all four sides consistent with the architecture of the building; no equipment shall be taller than the proposed screening. All ground mounted mechanical equipment ( air conditioning, backflow preventer, etc.) shall be screened on all four sides; no equipment shall be taller than the proposed screening. Planning and Building)

19. Building wall signs shall be internally illuminated individual channel letters or reverse channel letters. No raceways or box signs will be permitted. (Planning)

20. A bicycle rack accommodating a minimum of 5 bikes shall be provided at each outparcel building. (Planning)

21. The dumpster enclosure walls shall match the finish, color, and design elements of the building walls and trim for each outparcel building. At a minimum, the dumpster enclosure gates shall be ofsolid 3/ 4" deep galvanized corrugated 22 gauge steel matching the building color. (Planning)

22. The approved landscape plan shall be installed according to plan. Additions to the existing landscaping plan may be necessary to meet Code requirements if existing material to remain is unsuitable, missing, and or dead for buffer purposes. ( Planning)

23. All existing trees shown to remain on the approved landscape plans shall be maintained in perpetuity. In the event they should die, they shall be replaced with like species of a size and quantity in accord with the tree credits in Table 16- 1271 of the City of Greenacres Code. ( Planning)

24. All existing invasive non-native plants shall be removed from the property. It shall be the responsibility of the property owner to maintain the site free from invasive plants. Planning and Building)

SP-96- 01 C Page 7 of 10 Target 25. In accord with the determination of compliance with the Traffic Performance Standards by Palm Beach County Engineering, no building permits shall be issued after the build-out date of December 31, 2020 unless a revised traffic study with a later build-out date has been approved by the County and a copy of the approval provided to the City of Greenacres. ( Planning and Building)

26. The existing easements and agreements shall be maintained and/or modified as necessary to ensure cross- access and cross- parking throughout the entire master site. ( Planning)

27. No outdoor speakers shall be permitted, except as necessary to comply with safety or handicap accessibility requirements for the drive-thru menu board for the drive-in/ fast food restaurant. ( Building)

28. Outdoor storage of materials and equipment ( i.e. merchandise, pallets, etc.) is prohibited. Planning and Building)

29. All advertisements and legal addresses on insurance policies and business correspondence shall clearly state that the project is located within the" City of Greenacres". ( Planning)

30. Non-compliance with any of the conditions of approval will result in withholding of the issuance of building permits or a Certificate of Occupancy. (Planning and Building)

SP-96- 01 C Page 8 of 10 Target PLANNING COMMISION RECOMMENDATION

CITY COUNCIL ACTION

Samuel J. Ferreri, Mayor

Attest:

Joanna Cunningham, City Clerk

Attachments: 1. Site and Development Plan Packet

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NUMBER OF EMPLOYEES: TARGET= 70 VARIANCE BA- 1606 FOR 4 SPACES PER 1, 000 SF( 494 SPACES) G1:L11VR M,ROS NDERG LAND USE: CM( COMMERCIAL) t. CI ZONING BULK RE UIREMENTS: ZqXBY' S= 12 PROJECT DESCRIPTION: DEVELOPMENT OF TWO( 2) Ol1TPARCELS JURISDICTION: CITYOFGREENACRES MAX. ALLOWED: PROVIDED: DISCOUNTTIRE= 18 VARIANCERE UESTTOARTICLEVIII, SECTION1613336FORA s ADDRESS: 5900LAKEWORTHRD., GREENACRES, FL33463 PARIONG SUMMARY TOTAL LOT COVERAGE REDUCTION IN REflUIRE PARKING FOR THE IXISTING REfAIL STORE PARCEL CONTROL NUMBERS: 18-02-0426-22-001-0000, 18-02-44- 26- 72-0U2-000, INCLUDING 30% 20.4% i. RE UIRED PARKING COVERED CANOPIES 5. PARKING TAR ET) FROM 1 SPACE PER 200 SF OF GfA TO 1 SPACE PER 2500F PROFESSIONAL ENGINEFA 0E-26- 02- 004- 18-02- 22-003-0000, 78- 04-26- 22- 0OOp 35 022 ewan' 2z• z° n " USE( SQUARE PEET GROIIND AREA: PARIdNG RATIO: TOTAL: TOTALFLOORAREA: 0. ALL REGUL4R STALLS ARE 9. 5' x 18. 5' WITH 25' DRNE AISLES. GFA. LOT: S UARE FOOTAGE: ACREAGE: PERCENTAGE: F oaion ucer+se no z+ z 3 F7 TARGETSTORE( 123,533SFGA) @SSPACES/ 1, OWSF' = 618SPACES TOTALBUILDINGHEIGHT: 35FT( 25w/ HANDICAPSPACESARE17zi8. 5' WITHS' STRIPEDSIDEACCESSWAYS. riauoneusiNesswnr. oFnum. tm. zrs e MAW( TARGE7BUILDING) 490, 477SF 1126AC 737% GARDEN CENTER( 11, 415 SFGR) @i SPACE/ 1, 000 SF = it SPACES TRANSITIONAL 20NE) WHEELSTOPS OR NPE' D' CURB TO BE PROVIDFD FORALL STALLS NOT SPECIAL EXCEPTION RE UEST TO ARTICLE III, SECTION 16-099 TO OUTPARCEL 1( DISCOUNT TIRE) 47, 923 SF 7. 10 AC 72% 8475FGA) @i SPACE l3 SEATS = 30 SPACES ABUTTING LANDSCAPE AREAS. ALLOW DRIVE- IN I FAST FOOD RESTAURANT USE. OUTPARCEL 2( ZAXBY'S 77, 055 SF 1. 77 AC 11. 6% FAST FOOD( 3, 2. HOURSOFOPFRATION: s+33i11' STORMWATERMANAGEMENT 50. 142SF 1. 15AC 7.5% TIRESTORE( 73735FGA1 diSPACEl2(qSF = 37SPACES TARGET- 00 AM APPLY ON HOLIDAYS AND TOTAL REQUIRE PARKING: 696 SPACES 8: T010:0 PM. SPECIAL HOURS 6. UTILITIES: SPECIAL EXCEPTION RE UEST TO ARTICLE III, SECTION 16-099 TO r; GROSS AREA OF LOTS: 665,597 SF 1528 AC 100% OVERALL PRE-CHRISTMAS. ALL UTILITIES SHALL BE PROVIDED UNDERGROUND. AILOW A TIRE STORE USE. SITEAREA: SOUAREFOOTAGE: ACREAGE: PERCENiAGE: PROPOSEDPARIONG ZAXBY' S- 10:30AM- 10: 30PM( SUNDAY- THURSDAY) SITEPLAN SPACES: BUILDING( INC. COVERED CANOPIES) 136,041 SF 3. 12 AC 20. 4% USE( SQUARE FEET GROUND AREA): STANDARD SPACES: ACCESSIBLE 10:30 AM- 71: 0 PM( FRIDAY- SATURDAY) Z MINIMUM FINISHED PLOOR ELEVATION= 20. 00' NAVD( 21. 50' NGVD) i'- PAVEMENT& CONCRETE( IXCWDINGBLDG. LOTCOVERAGE) 406, 9425F 9. 34AC 61. 1% TARGETSTORE( 123,533SFGR) 496' i6' DISCOUNTTIRE- B: OOAM- 6: OOPM( MONDAY- FRIDAY) SH331NfW6 T_A STORMWATERMANAGEMENTPOND 50142SF 1. i5AC 7. 5% GARDENCENTER( 11, 415SFGA) 9 2 B: O AM- 5: SUNDAY), CLOSEDSUNDAY ODPM 8. 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s E. I. F. S. CORNICE EO O E. L(. S. CORNICE ILLUYINATEO M LL- YOUN7ED SIGN VATri 27" LETTER$( 60. SF). NOUN7ED E. I. F. S OVER METAL 75 vnECqx C0.pp EIFS ON uET. ON STD C. M. U. N7TN GAINTEO E. I. F. S. 8W+w4+Eo ow F STANDARD C. M. U. G COPING CCENT B/ oW- u Ta O FRMIEO WALL UNDER SEPARATE PERMIT) I BLDG 26- 0• I '.. JT'' T. O. ARAPET T . ^'- rJT.--• T`----. + Z wu LiTCiIECNK m TO YAIO I g SPLIT- FACE C. M. U. OD OD SPLIT- fACE C. Y. U. r Y-1

7e'- 0" O. COLORED BAN Y y,.. : t/ 3'. 1 1/]' a]/ 6' SPUT- FACE C. M. U. OD REAR ELEVATION O SPUT- FACE C.N. LL Y„ T, nE. 72-• WALL MT[ 7. LIGHT FtXTURE STOR iRON 0. 14'- 0' 6' 6' a 6' TNA STEEL MPE. FlLL 6'- 0. 6•- U• rTM S7EEl BEAN HO OONd1ElE.[ m T.., . .- ft510 iAtt Of pPE. T e• SPo. rt v a au 2'- 8' w u-. icw. 8.0. RAN50u caa+ro u Ta O.- O. aoc r/ aurens c0 CW CCEMT B/ nD FIN. FLR.

FIRE ALARY EIFS NI7H DIACONAL IN7EGRAl COLOR HOLLOw 4ETAL DOOR ELECTR CAL OPRLDOORESCHEODUL£ SVnTCMGEAR CABINET HORN- S7ROBE REVEALS OB 57LIT- FACE C. M, U. Oj PER DOOR Sd1EDULE ALUMINUN STOREFRONT O O PNNTEO' OAK BMREL" BRIp( VENEER OL BRICK VENEER LO C SPLIT FACE C. Y, U. g,EEKWINCy iC q rOTMPEM w1p BURNISHED C. Y. U. O 0.0YD P09TIOnS CCENT BAND O camuc• tto[ TK xa- rwt0 To sisnc ar T- wh oN o• RECEIVED by FRONT ELEVATION EAST ELEVATION CITY OF GREENACRES

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i 0 0T1iERM5E o s- e' e- '- o iLi2'- s s'- 5T EFYF-. 6' d. PM17ED BOl1. M05 CI` STEEI BEAA1 O O O O y T f3''— 1- MOLLOW NETAL UOOR OJ 3" PER Sp1EDULE yr , DOOR I I 2._ 8. M.. F ANSOAA 1 v IN. L. KNOX 80X MOUNTED BURNISHEO C.Y.U. O8 TRASH ENCLOSURE PL.AN/ ELEVATIONS RE IN OVERHEAD CCENT 8AN0 I LUMINAT[ p WALL- MOUNlEO 9GN N.UNINUM OA SEC710NR1 BURNISHED C.M.U. O8 OSSES DOOR PER DOOR WITH 27" LET7ER5( 6075 SF). MWNTED STOREFRONT. ACCENT BAND SCHEDULE-( ACTOFtY ON 57D C. M. U. MII7M FAIN7E0 E. LF. S. DOOR TO NATCH. NTEGRAL COLOR SPLIT- F CE C.M,. O PRE- FIN15HED TAN OONNSPWi UNDER SEPARATE PERYIT) gRA55 NOZ2LE REVi Ca REFER TO 2SIA}. a DATE: Z. Z. s WEST ELEVATION ( Sherwood Forest Blvd) JOB # A.1611019 k„ ,, e•.,._ e- A T —2

Sheet No.

T115PW115PROPERTYOFPLUMPGPOUPARCMRECTUREB ENGMEERING. THISDRRWINGISLORNEDWITHOUTOTIIER CQNCEPTUAL ELEVATIONS COMSIpERAT10N TMMI THE AGREEMENT AND CDND TION pLUMPGRC UP THAT IT IS NOT BE REPROpUCED. COPIED. OR OTHERW ISE DISPOSEDOF, DIREGRVORW IRECTLY. ANDISNDTTOBE A R C H I T E C T U R E & E N G i N E E R I N G 0 USED IN WHOIE OR IN PART TO RSSIST IN IMKING OR TO Outparcel 1 / Target Development INFORMATION ROR THE OF DMW ING9 u^ L D' FIIRNI9H MlV MAKING c u r f - C ' F` C y: PRINIS, APPARATUSORPARTSTHEREOF. THEACCEPTPNCE oF rHis oanwwc wiu ee coNsmueo ns nn nccerrnNce 914 E. KATELLA AVENUE, ANAHEIM, CA 92805 T , oFTMeFoaeoonuccodoinoHs. 5900 Lake Worth Rd p( 714) 385 1835 F( 714) 385- 1834 wxwqumpgrcx com GREENACRES, FL 33463

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SITE PLAN ELECTRICAL NOTES

1 CENTER OF FIXTURE m + 10'- 0" A. F. F. OR AS REOUIRED BY EXTERIOR ARCHITECTURE. SEE EXTERIOR LIGHT FI%TURE SCHEDULE, SHEET E3. 1 FOR FI%TURE INFORMATION.

2 CENTER OF FIXTURE + 14'- 6" A.F. F. OR AS REQUIRED BY EXTERIOR I ARCHITECTURE. SEE LIGHT FIXTURE SCMEDULE, SHEET ES1. 0 FOR FIXTURE WFORMATION.

pHOTOCEILMREFER TO CD6COUNT IRE ELCTRACALRPLAN EFORLWCRING N& o. y — ______--- C_-. I s E 4 CENTER OF FlXTURE + 10'– fi" A. F. F. OR AS REOUIRED BY EXTERIOR r-- t i ARCHITECTURE. SEE LIGHT FIXTURE SCHEDULE, SHEET E51A FOR J I FIXTURE INFORMATION i 3 E) E .. ' B j e i __.._. _..._ 1 1::.-._. 35 FY I F 1 ' i E- PANEL " A" d — — I I E I I 1 j Z I 35 1 __ I i b

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SCALE: 1/ i6"= 1'- 0" i E) PANEL' HL- 3' NORTH I

REV: DATE 12 12 16 JOB # A.161109 w` 2L

Sheet No. j

TM OPERT' OFRUAPGROUPPRCHITECTUREB ENGIlEERING. IHIS DRAW ING IS LOMIE WITHWT OTNER CONSI ERqTpNTHRNTHEpGREE1.ffNTFNDCOl DITION PLUMPGRQUP TNAT IT IS NOT BE REPROIXICED, COPED. OROTHERWISE a DISPOSEpOF, OIFECRVORINDIRECTLY, MIDISNOTTOBE A R C N I T E C T U R E & E N G I N E E R I N G D' 11SE IN WHOLE OR IN PARTTO ASSIST IN MHKING OR TO f FURNISHANYINfORMATIONFORTHEM4KINGOFORAWINGS Outparcel 1 / Target Development Q d V I$ I C f l 1 Q e I( 1 C. GRINTS. APPARATUS OR PRR1S IHEREOF. lHE ACCEPTMICE P g 9 T 1 R E OF THIS DRRW ING WRL BE CONSTRUED PS NI ACCEPTANCE 914 E. KATELLA AVENUE, ANAHEIM, CA 92805 oF n E voaecoiHc coHonwHs. 5900 La ke Wo rt h Rd P<, 385- 1835 F( 774) 385- 1834 www. plumpgroupcan

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r- SGLE:,, 6•-,•- 0• NORTH l N „ _'..' DATE: 12. 12. 16 I y A - JOB # A. 161109 Sheet No. i MIS PIFN IS PROPERIY OF PLU1. GROUP ARCHITECTl1RE 8 ENGttJEEWNG. IHISDRAWMGISLORNEDWITHOU OTHER CONSIOERATION 111NN ME AGREEMENT AND CONpIT10N P UMPGROUP I T11NT IT IS NDT BE REP{ tOWCfD. WPIED, OR OTHERWISE j D SEpOF WRECILYORMOIRECTLY, FtdJ6NOTID A R C H I T E C T U R E & E N G I N E E R f N G 1/" D' USEO IN WHOLE OR IN PqRT TO ASSIST IN M1NNING OR TO iUHNISHANYINFOW.WTqNFORTHEMAI( MIGOFOIUWINGS, putparcel 1 / Target Developmen# I a tlivision o ump r,gineering; nc 1 , PRINTS, RPPAMTUS OR PMTS THEREOF. TIE ACCEPTRNCE a I T 1 R E OFTHISORAWINGWILLBECONSTRUEDASANACCEPTRNCE 914 E. KATELLA AVENUE, ANAHEIM, CA 92805 I/ l or me Foaeooir+c wNomo' as. 5900 Lake Worth Rd G( 714) 385- 1835 P( 714) 385- 1834 wwwP+ mpgoupcom I GREENACRES, FL 33463 i i I I

4 h. 5# , w` .::. , u. asNecHTeTR , PROJECT RESPONSIBILITY li 11 I EX- i S H E ET I N D i ; SUPPLY WSTALI REMARKS I 6s A S 5 O C I A T E S F. E. s FES REVISION ITEM OwNER DRWG. GC swv OWNER GC swr. TITLE I NO. DATE ARCHITECTURE SITE/ EXiERIOR ITEMS: OO I B N G I N E E R I N G SITEwORK w SITETftASHDUMPSTER/ COMPACTOR I a6e rl. u. n x 11 R.. e i FARMHOUSE BNLDINGFOUNDATION EN I I o 1. bG< e. si. a0ofa BUILDINGEXIERIORSHELL DECOR KITCHEN ZX p9f0. fii.fl61 I ROOFING I x FINISH I 47x , l0( f1. 96i5 EXTERIORDOORS iu . i... w,__. . e.Y.._.._.»_ . »_.__'._. v. GENERALDRAWINGS x II STOREFRONT DOORS AND WINDOWS a. AOJO COVERSHEEf I EXiERIORSTUCCO/ EIFS f J J''{ 1( EXiERIORMA$ ONRV I ARCHIfECiURALDRAWINGS 7 e EXrERIORSIGNAGE- PYLON& DIRECTIONALSIGNS q pp FLOORPL4N T"'""" i°'"" Y...r _ ne.wr. rw r..... o uusoxrEvr:n FMERIORSIGNAGE- OVEREMRANCE q SIDEWALKPLAN ie+"" pp. r.rrr.. EXiERIORMENUBOARD SEENOTEA28ELOW A101 FLO RFINISHPLAN F+ r+^ rA AWNINGS. INCL. 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E RII I V 1. R B THE RESPONSIBILRY OF THE GENERAL CONTRACTOR TO BUILD PER ALL APPLICABLE n,.' i`' S'1' j. E: G:^ E PROTOTYPE SERIES CODES AND REGULATIONS: FEDEftAL STATE, AND LOCAL 2. ALLSUBCONTRACTORS INCLUDING PLUMBING. AND MECHANICAL, ELECTRICAL SHALL BE KITCHEN EQIIJP,MENLISIOR- REFERfNCf-ONtY- 9D WD SL( Z)- RDT RESPONSIBLEfORSECURINGPERMRSFORTHEIRWORKBTRADEUfI RY. FURTHERDRAWINGS FLOORPLAN EXHAUSTHOODNOTES: IF REQUIRED) FOR PERMRS AND UTILRY HOOK- UPS SHALL ALSO BE BY THE SUBCONTRACTOR. LEGEND: p pp q^_•- 0" GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING SHEEf TIiLE: 3. THIS STATEMENT SHALI NOT GOVERN OVER MANUFACTURERS' WARRANTIES. THE GENERA THE HOOD SHOWN HEREIN I$ S7RICTLY FOR GRAPHIC REPRESENTATION KRCHEN EQUIPMENT, DESIGN AND INSiALLATION W1TH A CONTRACTOR SHALL WARRANTY H6 WORKMANSHIP FOR A MINIMUM PERIOD OF ONE YEAR FuuMEwNrwnu FLOOR PLAN SHALL NOT BE SCALED. R SHALL BE THE RESPONSIBILITY OF THE HOOD KRCHEN EQUIPMENT SUPPLIER. FROM THE DATE Oi OCCUPANCY& ACCEPTANCE OF WORK BV THE OW NER. DEFECTNE OR PROVIDER& INSTALLER TO VERIFY THE EXTENTS OF THE COOKMG LMEUP AS FINAL DESIGN MUST BE REVIEWED BY OWNER AND GENERAL INFERIOR MATERIAIS OR WORKMANSHIP FOUND AT ANY TNAE PRIOR TO iINAL ACCEPTANCE Coot a wnu pURCHASED, PRIOR TO FABRICATION TO INSURE PROPER COVERAGE. CONTRACTOR AND ANY CHANGES OR DISCREPANCIES MUSf BE OF THE WORK BY THE OWNER AND ALSO DURING THE WARRANTEE PERIOD MAY BE REGARDLESS OF PREVIOUS INSPECTION. CORRECTNE W HEN RE DISCUSSED WRH ARCHRECT fOR ELECTRICAL/ MECHANICAL REJECTED. MEASURES UIRED BxiCt vEwEER SEE CONTINUED NOTES ON QI00. COORDINATION AND CONSIRUCTION DOCUMENT UPDATES. SHALL BE EXECU ED AT NO ADDITIONAL COSTTO THE OWNER. 4. ALLMATERIALSREL4TEDTOTHISWORKSHALLBESHIPPED, STOREDANDINSTALLEDPERTHE MANUFACTURERS RECOMMENDATIONS. MUNICIPALREQUIREMENTS 5. THE G. C. WILL LEAVE THIS SRE fREE AND CLEAR OF DEBRIS UPON COMPLEfION OF THE WORK. NOTE: DOO¢ NUMBER 6. WHERETHESEDOCUMENTSINDICATETRADEORMANUFACTURERNAMES, THECONTRACTOR PIANSANDDESIGNCRRERIAfROMTHEROOFTRU55MANUFACTURER O REFQtTOCIVILPWV58 NOTES K PLANS FOR SIDEWALKS. MAY SUBSiRUTE A PRODUCT OR MEfHOD OF BEITER OR EQUAL QUALITY UPON APPROVAL FOR ANY TRUSSES USED IN THE PROJECT SHALI BE SUBMII'TED TO THE SIDEWA PROJECT#: BYTHEOWNERANDZAXBY' SFRANCHISING. bUILDINGINSPECTORS. THEDATAPROVIDEDSHOULDBESEALEDAND GLnnHGNw. sER PIAMERAREAS, ETC. IT SHALL BE THE RESPONSIBILRY OF THE GENERAL CONTRACTOR TO PROVIDE O 16885.00 7. UPON COMPLETION OF BUILDING 8 ACCEPTANCE BY THE OWNER THE CONTRACTOR SHALL SIGNED BY A PROFESSIONAL ENGINEER. THE PLANS SHOULD INC WDE FOR THE PLACEMENT OF THE HOOD INSIDETHE BUILDING. THE G. C. SHALL PROVIDE, PREPARE, ASSEMBLE. AND TRANSMR TO THE OWNER THE FOLLOWING: DEAD LOAD. LNE LOAD, WIND IOAD, AND COLLATERAL IOADING FOR NREExnHcu6HER NOTE COORDINATE WITH THE HOOD PROVIDER& SCHEDUUNG/ PHASWG OF ALL K- c nssK MAINTENANCE MANUALS fOR MECHANICAL E UIPMENT, WARRANTIES fOR ALL E UIPMENT ALL COMPONENT SECTIONS. CONSfRUCiION TRADES TO THAT HOOD CAN gE MOVE INSIDE THE 2A cLass n FIOOR PUN CUT IS TAKEN AT 3'-0"A.f.F.; HOwEVER. WiNDOWS 2. EXHAUST HOODS AND FIRE SUPPRESSION SYSTEMS ARE TO 0E INSURE FOR A MINIMUM OF ONE VEAR FROM THE ACCEPTANCE DATE KEYS W RH SCHEDULE AND APPROVED ARESHOWN CU HIGHHt FOR CLARttY. BUILDING WRHOUT CONFLICT WRH WALLS. OR OTHER ARCHRECTURAL DEMONSTRATE THE EQUIPMENT. BY THE APPROPRIATE AU HORIIIES( FIRE MARSHALL ETC.) IT 6 THE ELEMENTS ONCE CONSTRUCTED. 8. TERMRE PROTECTION SHALL BE PROVIDED UNDER THE FLOOR SLAB. INSiALLATION AND RESPONSIBILItY OF THE GENERAL CONTRACTOR TO OBTAIN APPROVALS. A OO WARRANTEE SHALL BE PER THE INTERNATIONAL BUILDING CODE.

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12GALVALUME 5: 12 GALVALUME FG.•~~.• . ` AiED 1 1 ITY FINISH CORRl1GATE0 2 EIFS W ALL 3 2F F MEfAL RO OF q101 MEfALROOF q SYSiEM O J , qlll qlll B ROOFPEAK ROOFPE4K i LADDER, I 12 ATSTUDRAFfER ATSTUDRAFfER i REfERTO l 9O 5 p 7 23'- 101/ T' AFF. 23'- 707/ 7' AFF. ARCH DEfAIL$ 6 A S S O C 1 A 7 E$ N EXTERIOR FINISH SCHEDULE C+ I 2A e} 6 EIFSTRIM T. 3 IXFIBERCEMEMFASCIA 1 O ARCHITECTURE y 7XFIBERCEMEMFASCIAO I EIFS WALL f ', ALLMATERIALSS. INSTALLATIONSHALLCONFORMTOAPPLICABLEASTMSTANDARDS ENGINEERING SYSTEM T. O. STUD T. O. SIUD 1 2F I ,-' J,'' - UNLESSGOVERNINGAUTHORRIESHAVFDIFFERENTRE UIREMENTS. 57/ 2" AFF. I BYG. C., TVP. x...,,-,... . c , ; '- 20'- 5 I/ 2" AFF. L. c,«+u..,.....,... 3ceori..., x; iixo. a

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BRICK OLDECOLUMBIA I CAULKINGGROOVE ,, I MORTOARE COOSAA TIQOUEg MElALAWNINGBEYOND. DECORATNE BLOCKING AS REC' D 2A I f I f INSTALLMEfALROOFNG SEESHEEfAI20 I OBRACKEfS- SEE FORAWNING SHEEf/+ 120 3/ 8" ASPERMANUFACTURER' S li o THICKMORTAR101NT5. ASTMG270, T7PEN. ATiACHMEM SPECS y--' EIFSiRIM 2A I -- ---'- -- " -- - - '^- EIFSWAlL5YS7EM m+ TOPCLOSURE 2f rrm ••_ TYP. 15# ROOFING FELT OVER ALL SUBSTRATES OR SEALED DENS GLASS GOLD SHEATHING HIDDEN CLIP EIFS WALLSYSTEM 2F BY GC TR M fa^ u6 GROUT VOID SOLID @ FENCE AND BELOW F. F. PROVIDE VAPOR BARRIER AS INDICATED. T. p_ i y I 1 i 7,,' S 17' x20" WALI PACK AWNING I I , 4 i; MOUNTCw9' 1Y' AFF CONTINUOUS, THROUGH WALL FlASHING, EPDM BY W. R. GRACE) OR EQUAL, AT 9'- e" AFF I ' BOTTOM OF WALLS E ABOVE OPENINGS. CU iLASHING FlUSH WRH EM. FACE SEAM COVER EIFS" CORNH2 I i ___ PROVIDECELLVENTTYPEWEEPS, ABOVEFIASHWG' 32" O. C. MAX. i -, "- NOTCHED& 5: 72GALVALUME 2A BOARD" TRIM t- BEM FINISHCORRUGATm 7 METALROOF 1 1 ' 6" GUITER& 4x6DS y W DECORATNELIGM CONNECTTO STORM i HOHMANN 8 BARNARD, INC. HORIZ REMF. ON CMU FENCE i o j„y,v__ j. 0 6 Eb. 6 HOHMANN 8 BARNARD, INC.. DW- 10 HS TRIANGULAR MTL WALLTIES( OR EQUAL) EMER. COM. a Fl% it1RE SEWER WHERE POSSIBLE: i z a C. L. E WISE AIN U i LIGHIING (` T Ca 16" O.C. VERT.& AT HORIZ. STUD SPACING, 14 GA. SEE SECTIONS& SPECS. B. O. BRICK ROWLOCK z THRU CURB I CORBELO ATTACHTOSiUDSWRN 2f10- 76x7- 1/ T' SCREWS. AWNING W/ 7/ 7' p w 18 10 I SOLDIERCOURSE W o 7'- 8" AFF E w i f z SOLDIER COURSE ' . , O NO CORBEL O q g 118 j z OPEN 80TiOM BOTTOM DRIP i > NO CORBEL I' iRIM F1FS CORNFRTRIM, TVP 2 STO TO HAVE MEDIUM TEXTURE FIN6H ON FIEID EIFS.• U WINDOW TYPE 5 O FLYfAN GW NINGBY m - O STOTOHAVEFWESANDTEXiURE' ACCENTS I A, NOTFOR B RICK RO W LOC K 4 CO NSTRUCTION ICC EVALUATIO N RE PORT NO. ESR- 1720 4 -' o 1 BRI C K - W/ CORBEI I 4'-0" 1/ 7' VENERt TYP. 4 4 4 - c Ol 1 I ISSUE/ REV50I I N 5. 5 OLDIER C OURSE 1 O FINISH ftOOR DAiE D6CRIPfION. 2f = FIELD COLOR: STO STOLIf 7. 5 DARK STO NA13-0033/ SW 2839" ROYCROFT COPPER RED" NO CORBEL NOSUBSTRU IONS DOORBELL. , croPeov oe CORRUGATED sree ATePnwTF e o REARAWNING DETAIL 17' x20 WALL 0" 2 REAR ELEVATION 2A - ACCENTCOLOR: EIfSCORNERS, CORNICE. FREQEBTRIM, DECORATNEBRACKETS. 5 KN0X60xMOUMEDATS'- i, 4" DOWNSPOl1T 4 pqCKMOUM MTLROOFSYSTEM COLOR- REFERTO BEAMSORPURLINS,- STOFWESAND# 80310- STONAI3- 0034/ SW7037" BALANCED AFF.. VERIFYACTUAL ! A1o5 / q^='- 0" A1o5 3/ 4"='- 0" r` A718. a9'-0" AFF ARCHAEfAILS3/ EIFSTRIM 2A BEIGE" OCATIONWITHLOCAL DECORATIVEBRACKEiSOD" AUTHORIiIES

4 1 3O HARDIE TRIM BOARDS. CORNICE, FRIEZE 8 TRIM- PAINT SHERWIN WILLIAMS SW 7037/ E C A109 Alll BALANCED BEIGP'

Lqf DER¢ L 4O PREFINISHED, METAL COPING OR GRAVEL STOP 8 ROOFING 4O MTL COPING COLOR: COPINGS: MATCH SURROUNDING CORNICE COLOR I EIFS CORNICE 2A ROOFING a REAR AWNING: GALVANIZED/ GALVALUME O T. O. STUD 18'-0" AFF. MATERIALSHALLBE24GAUGE, HOTDIPPEDGALVANIZEDSTEELOR y- 6• 0.032" THICK ALUM. FINISH SHALL BE KYNAR 500 FLUOROCARBON COATING. ACCEPTABLE MANUFACTURES ARE AS FOLLOWS T. O. STUD h GALVA W ME 16'-0" Aff. MTL ROOF I 1 X FIBER A. BERRIDGE MANUF. HOUSTON, 7O CO.. TX. SYSTEM 3O CEMEMTRIM B. PAC- CL4D GALVALUME GALVAIUME Y SEAL: A120 A110 FlNISH CORRUGATED FINISH CORRUGAiED C. MBCI 7O 7O PLY- MEfAL ROOF s 2F EIFS W ALL SYSTEM MEfAL ROOF r,* gO WpOD D. MCELROY METAL CO.. PEACHTREE CIiY, GA. S .. _' r 7X FIeER MEfAL AWNING F~ OF r, s,, E. APPROVED EQUAL$ WILL BE ACCEPTED CEMEM FASCIA O . -.,. PT P S COPING W/Ol/ Z' OVER BACK DOOR 4O P.'•• CMUGIELD . G: pEY i, '• OVERHANG - SEEDETAILS 9 PROVIDE ALl RELATED ACCESSORIES: FLASHING, END CLOSURES. GUTTERS, COLOR : F +' T'' T. O. CMU DOWNSPOU S, EfC. INMATCHINGCOLOR. INSTALLALLMATERIALSPERMANUF: S y I i4: 70'-0" AfF. A RECOMMENDATIONS. G ' D EMERGENCY I AR 001] 008 UGHT I • A MANUFACTURER' S WARRANTY AGAINS D6COLORATbN 8 WEATHER- TIGNTNESS I FlY FAN SHOWN 3d3/B',. 72" x2d' WALLPACK l WILL BE REQUIRED. DASHED) UNDERCANOPY O 1'•,..•(`y. e C I • . . CUPg 2A EIFSTRIM EIFSTRIM 2A 4OMTLGUTTER 1 NOT ALL ROOF PENETRATIONS& ACCESSORIES ARE SHOW N ON THIS DRAW ING. T. O. BRICK T.. BRICK C. 5'- e" AfF. BRICK 5'-8" AFF. RISTHERESPONSIBILRYOFTHEG. TOINSTALLREMSINDICATEDELSEWHERE. BRICKROWLOCK ROOFACCESS PROJECTNAME& ADDRESS Oj ROWLOCK W/ W/ 1/ 2' CORBEL O LADDER 9O P GATE POST 1/ 2" CORBEL GATE POS7 SiOREFRONT: WM OWS& ENTRANCE DOORS( CLEAR ANODIZED) i O BRICK VENEER BEYOND 10 0 0 BEYOND p I BRICK VENEER 4'-0" H CAN ITVP.) O O WASH S. S. PANEL ACCEPTABLEMANUFACTURER: KAWNEER, REFERTOSPECIFICATIONS I 4 3' 4' GAN WASH W/ ALL GLAZING SHALL BE IN ACCORDANCE W/ THE FOLLOWING VALUES: i/, FAUCEf- SEEe/ A116 4'-0" HCAN PAWTDOORB FINISH FLOOR y FINIS,H F R WASH FINISH FLOOR h FRAME FIF1D GLAZING- UNCOATED TINTED GLASS i-- 0' A... S. S. PANEL Y COLOR MESH DOOR BELL G.C. PAINT DOOR SECURITY DOOR APPEARANCE LOCATION IYPE i THICKNESS U fACTOR SHGC VlT VLR TO PROVIDE FRAME FlELD COLOR I i GRAYTINT EXiERIORSIDE 1/ 4" TEMPERED . 47 A5 39. 6 73 REAR ELEVATION( HIDDEN) O` REAR ELEVATION CAN WASH 3 ELEVATION 8 REAR ELEVATION @ CAN WASH 4 @ s p Q A105 1/ 4'= 1'- 0" CLEAR- NOTMT WTERIORSIDE 1/ 4" TEMPERED . 58 . 69 9 15 A105 1/ 4'= 1•-0•• A105 1/ 4"= 1'- 0" A105 1/ 4••= 1•- 0• J i J

CONTACT PERSON C QUALRY GLASS: JOHNNY DOSTER Cs' 706- 548-4481 3 1 1 W B A1 9 C D AI08 AIOJ. F G H\ J O O N ROOi PEAK ROOF PEAK b SELF- CLOSING 8 TEMPERED GLASS O ATSTl1DRAR I TSiUDRAFfER- w V DRNETHRUWINDOW: 8 r' ROUGHOPENMG- 6'-0 WIDExS- HIGH 2q EIFS TRIM 1" r 23'- 10 7 J2 qFF 23 3 AFF. I j O F Q UICKS E R V MO D E L S C- 4030 S EL F CLOS ING HORI Z. SL IDE R WINDOW 1 45 s ,., \ 4{, p. Jw II', 9 „', GI FIBER CEMENT 4 '' 4 FR INTO A" SiOREFRONT' FRAME, MATCH STOREiRONT IN CO OR 8 GLAZING. DECORATIVE a 5' 12 GALVALUME 2 zA # ` i'"" O FASCIA f 7 FINISH CORRUGATm g NSTOM LOGO TOP BRACKE[ 5 E I . Z I A k : t a U. r I MEfAL ROOF QUICKSERV- DIVISION OF MCE SYSTEMS CORP. CUTOUT OF A 12 MTL DISK i ' DECORATNE I I ^; . p 2A i.0. STIJD I .. _ O m I , P. O. BOX 40466, HOUSTON. T% 77240-0466 IN GALVAW MEfINISH p I ^ I a , ' ' 3 p 5 2 AFF. 1 4 MTLCCOPING O DECORATNE P. Bp0 388- 8307 F 713d62 1936 a I STANDARD WEATHERVANE O BRACKEfS STOREFRONT S. SLIDER ALSO BY: C ; ;. ;': r 6- I T' " EIFS WALL BASEFINISHTO i I QUALRYGLASS P. 706-548- 4401 ZF SYS7EM i MATCHROOFlNG r------r T. O. STUD r.o. sruo 1"' I I I i g•.p- q{. GAIVALUME22GA. CORRUGATEDFIN6HMETALROOF 18'-0" AFF. 7O WEATHERVANEOIRECTIONALS 1 I i I p MBCI PBC OR EQUN.) INSTALL TO AIIOW FREE ROiATION 4. T' I '- 3 T P 6 AT - 0" . f 2F EIFSfIELD t j .`" S __ . HEAWNUi& WASHER 1 __'. .. _ 1_ ', .. -- -.- ' , t O8 GALVANIZED MEfAL FINISH GOOSENECK FIXTURES ARE TO BE MSTALLED BYTHE G. G . 1- w v„ +` i I:- 2A EIFSCORNERTRIM PROTOT E$ ER WEATHERVANEFINALPREMAN. f AIH ERVANE FIASHIN AS I ALL SPECIfIED MATERIAtS MUST BE INSTALLED PER MANUfACTURER' S WE G j a SUPPLIEDBYWEATHERVANE EIFSwALL5Y5TEM v. GALVALUME JOWDSL( Z- RDT RE UIREMENTS. ANYDISCREPANCIESORCONFLICTSBETYJEENTHE ZF MANIIf. PROVIDE 514CONE BY GC( iVP.) O I 7 FINISH CORRUGAT DRAWINGS AND THE MANUFACTURER'S RE UIREMENTS SHOULD BE WINDDW 14iNDO1N O SEAIAM AS RECOMMENCED I MEfAI ROOF IDENTIiIED BYTHE CONiRACTOR PRIORTO INSIALLATION AND EIFS CORNER 1 ' SHEEf TIlIE: BYWEATHERVANEMANUF. ZA I BOARD o. en x • I I DURING THE BID PHASE TO AVOID CHANGE ORDERS. FRONT$ REAR MOUNTING BRACKEf SUPPIIED EXTERIOR ELEVATIONS IADDER. PAINT FIELD COLOR BY WEATHERVANE MANUF. g • ^ ^ : SECURE BRACKEf TO UNDERSIDE I 4 EIFSTRIMBANDS 2A I OF TRUSSES AS RECOMMENDFA O 5 6'- GLAZWG. REFERTOSHEEfAl17 ai I i O BY WEATHERVANEMANUF. I ' ' i q. O z i I I ' i - DOORS, REFER TO SHEEf Al 15 E I O I i BRICK ROWLOCK I j T'; V A119 I/ 2 CORBFl O I'^ • i B r A BRICKROWLOCK - i T p E. I. F. S. NOTE SOLDIER COURSE O I o I O 1 I I F O W/ 7/ 2 CORBEL THESE DRAWINGS USE" STO" BRAND EI. F. S. CORBEL O 5 5 I _ 5 5 NO I O O I j BRICK SYSTEMS AS A BASIS OF DESIGN. I OI O BRICKROWIOCK i, I : o ( II, Ov[ e[ t( TrP7 d = PROJECT#: II JI DRYVIi" OUTSULATIONPWSMDSYSTEMS I I 2O I/ 7' CORBELO I L 4 WILL BE ALLOWED AS AN ALTERNATE. ' INSTALL PRE MANUF. I ICC EVALUATION REPORT q ESR- 1543. RECOMMENDAiIONS TO I i I FREEROTATION VENEER(BRICKTYP. O ALLOW q i OF WEATHERVANE II I I . 1= 7 FlNISHFLOOR USE MANUF. SUPPLIED BRACKEfS 0'-0' A. F.. ACCESSORIES AS REQUIRED. I I A O V SOLDIER COURSE EIFS TRIM IF REQUIRED USE DOUBLE- NUT 8 i BASE NO CORBEL O BANDS 2A WEATHERVANE DETAIL WASHER AT I I I FRONT ELEVATION 6 I li I I A105 1/ 4"= 1'- 0• A105 11/ 2"= 1•- 0"

ss e3 • DECORATIVEBRACKEiSUD4ER A3"" 05: 5: 12 GALVALUME y p FlNISHCORRUGATEDC 4 Alpg A108 A108 METAL ROOF 2 SIM SIM 2P C FlBER CEMENT FASCIA ROO C T. O. STUD h Fe A S S O C 7 A T E S 23'- 11 3/ 4' AFF 12 ,\ 23'- 101/ 7' AFF. QS 5: 12 GALVALUME DECORATNE ARCHITECTURE 2 A EI FS T R I M 3 3 FINISHCORRUGAiEDC7 j 2 j 2q gRACKEfS- F 4 t I qtio A oe ENGINEERING METALROOF q101 i SEESHEEfAI 7) J 9 4 2A EIFS CORNICE r.o. sTuo h no. TA.-- Y Y ceo . .. I 20'S1/ 2" AFF. 20'- 57/ 2" AFF e v. u..... L„..... II..,_ ..; ,_ w„ . I MTL. I 2 a D 4-/ 7 c6 RAFfER W/ 1 X2 MTL COPING I COPING 6 rT 4O I 2F EIFS WALL SYSTEM 3 FlBERCEMENTRAKE A DECORATNE , OTYP.I 1 FIBERCEMENiFASCIAC u i O FJFS F li 2A iRIM ROOF EDGE I OUGHi FIXTURES 9 SYSTEM CORNICE T. O. STUD h iO. STUD i 18'- Q' AFF r s 78-0" AfF. I ' OVERfLOW, SCUPPERB DECORATNEBRACKEfS- SEE I ' D 4OCOLLKTORBO% SHEEf A720 ZA I I ___ I', I'- Y t4z L _ „- _ _ l - 1 ...... _... rps/eg! I. o lI_" ,. t.0. BEAM L_ . i_ ' . ,'.. IQ- b 4 V aae n+ e 15'- 41/ 4" AFF. I _ I Y xK 1.' A119 T. O. BE4M I . e iw. rzn. GALVALUME I _ __ _ _ 13'- bl/ 2" AFF. i FINISH CORRUGATED I 3. . e'- tl .. 5: 12GALVAWME INDO J .. MEfAL ROOF O ',., t.; lNDOW : INDOW. PI. i O G ATED DECORATIVE BRACKETS- I MEiAL ROOF 2A I SEESHEEfA120O C J DECORATIVE Y ' I I 3O r ` EIFSWALLSYSTEM 2F I, i p BRACKEfS i 1 I . ji I. I w EIFSTRIM 2A II I I * Y E I I I m b I 0 BRICK ROWLOCK I 2F EIFS FlELD T' 4 i 7/ 2" CORBEI O A I O y V pO Q I . I, r j 2A EIFS CORNER TRIM n I I W E. C J rc .. . G. J. E 7. 1.'... E J. SOLDNOCORBEE O ! ," I : 5 qy C I m I . .. 0 I BRICKROWLOCK NOTFOR I I BRICK O W/ I/ 2 CORBEL CONSTRUCTION 4 vENEERITYP IO I E.R IyG SOLDIERCOURSE y tN a 15 N.. . O NO CORBEL r L'. Y _ i ,, DATE DFSCRIPiION. FINISH FLOOR ofsc

BRICK RO W LOCK I 1/ 7' CORBEL gRICK OLLECTORBO%84x6 SIDEELEVATION GUARDRAIL 5: 72GALVALUMEFINSH lO 4O z MASONRVEXPANSION VENEER D. S.- CONNECTTOSTORMSEWERWHERE CORRUGATEDMEfALROOF TYPJ REFERTODEfAIL A 4-' Q SOLDIERCOURSEONO CORBEI JOIM, REFER TO DETAIL POSSIBLE; OTHERWISE. DRAIN OUT& iHRtl 3/ A106 ll/ A120 CURB

5: 72GALVALUME 2 A '.:.( FINISHCORRUGATED 7O A110 3 2q 2 I 3 FlBeR CEMENT FASCIA Dcb RAFfER W/ iX2 MEfAL RO^OF ROOF PEAK T. O STUD h FIBER CEMENT RAKE 3O 23'- 113/ 4" AFF. EIFS TRIM 2A f' S iRIMr'eROOFEDGE. 12 O 23'- 101/ 2" AFF. 5 I DECORATIVEBRACKHS- Y i 2A BRAORtSIVE j q I SEESHEEfA120 2A I I A o' ' A Al A - IM. T. O. SiUD EIFS CORNICE 2A 20'- 5 I/ 7' AFF. p'-5 1/ 7SAFF. I MTL a ' D O2A SYSTEM EIFS WALL I SEAL: rw EIFS DECORAiNE . . . 2F I li 2A 8 I r . O CORNICE O LIGHT Fl% TURES I 1 I I I _ 1 I ID xers scNncE II P. I I I OVERfLOW. SCUPPER 8 EOF F(0 0 J. EY T qO q...... I y COLLECTOR BO%. SEE T. O. BEAM S• I'- T' i T f 15'--01/ 4" AFF. 0 f'. I« .-._ I I- e ' WINDC)p N' 1 I I I I m " I J I A119 I_ _- - I AR 001] 808 : U DEiA1LSOOBEAM i I I I 13 61/ 2 AFF. i I Gj• I I I WINDOW ' L WINDOW'. :~. r EIFSWAlLSYSTEM 5: 7' a• e s+r I I I , zF I ev cc rvP-1 FINISH CORRUGATFD 7 II Fkti pPr'' 72METALROOF I : I EIFSCORNER 2A I I I BOARD PROJECT NAME 8 ADDRE55 j li ' i DECORAiNE i i I 3O A I . J` J ' 2A EIFSTRIMBANDS BRACKEfS I Q J j , . . III i I II i I i I. i I I I i a m OC 0 ' ' I b'- 10. b.,. I B OI BRICKROWLOCK II .. I 1 I... p i, I I A119 I, w 1/ 2" CORBEL EIfS FIELD 2F I , ... . ., q B I . O ! y p O I D D '" I l SOLDIER COURSE. o I b EIFS CORNER TRIM 2A II, I I O O5 II E. J. NO CORBEL O EJ ` . '_.- CIII. ' C OO 5 E1. I SO I ' I I II I J BRICK ROWLOCK L_. BRICK OO OO W/ 1/ 7' CORBEL VENEER( TYP. p 4 Q SOLDIER COURSE a' O NO CORBEL I LL FINISH FIOOR O j I 2A EIFS TRIM 8AND5 MASONRY EXPANSION CO LECTOR BOX& 4 x 6 3 U 4O JOIIY, REFER TO DETAIL E I FS W A LL S YST E M Y Q D. S.- C O N N ECT TO STO R M S E w E R W H ER E P O SSI B L E: S I D E EL EVAT I O N 2f A p p. JZ TYP OTHERWISE DRAIN OUT& THRU CURB n, os va•= r.o• gw EXTERIOR FINISH SCHEDULE O HARDIE) CORNER BOARDS, CORNICE, FRIEZE& TRIM- PAINT SHERWIN WIILIAMS O SELF- CLOSING& TEMPERED GLASS SW7037/" BALANCEDBEIGP' DRNE-THRUWINDOW: ROUGHOPENING= 6'-0" WIDExS'-B" HIGH ALLMATERIAL581NSTALLATIONSHALLCONFORMTOAPPUCABLEASTMSTANDARDS UICKSERV MODEL SC- 4030 SELF CLOSING HORIZ. SLIDER W INDOW UNLESS GOVERNING AUTHORRIES HAV E DIFFERENT REQUIREMENTS. O4 PREiINISHED, METAL COPING OR GRAVEL STOP& ROOFING iR INTO A" STOREFRONP' FRAME, MATCH SiOREFRONT IN COLOR& GLAZING. COLOR: COPINGS: MATCH SURROUNDING CORNICE COLOR STANDARD BRICK UNR 3-5/ 8" x 2- 1/ 4" x 7S/ 8" RUNNING 80ND 1%, a' x" x CONT. MEfAL CHANNEL REAR AWNING: GALVANIZED/ GALVALUME QUICKSERV- DIVISION OF MCE SYSTEMS CORP. ROOFING a LEGSUPW/ MEfALRAILCAP MATERIALSHALLBE24GAUGE, HOTDIPPEDGALVANIZEDSTEELOR P. O. BOX40466, HOUSTON, T% 77240-0466 COLOR: BRICK- COMMONWEALTH GENERAL SHALEJ 0. 037' THICK AIUM. FINISH SHALL BE KYNAR 500 FWOROCARBON COATING. P. 800-388-8307 F. 713-462- 7936 APPROVED ALTERNATE- M/ S CHEROKEE NATCHE2( CHEROKEE BRICK) O qCCEPTABLE MANUfACTURES ARE AS FOLLOWS: S OREFRONT 8 SLIDER ALSO BY: APPROVED ALTERNATE- BORAL BRICK( OLDE COLUMBIA) QUALIIYGLASS P. 706- 548d481 MORTAR-" COOSAANTIOUEBUFF" A. BERRIDGE MANUF. CO.,HOUSTON. T%. PROTOTYPE SERIES 8. PACLL4D O7 GALVALUME 22 GA. CORRUGATED FIN6H METAL ROOF e' xh" x CONT. MEfALCHANNEL 3/ 8" THICK MORTAR JOINTS. ASTM C- 270. TYPE N. C. MBCI MBCI PBC OR EOUIV. J LEGS DOwN CUT SOUARE HOLFS AS REO' DTO PASS BAWSTER D. MCELROY METAL CO., PEACHTREE CIiY, GA. 90 WD SL( Z)- RDT 15k ROOFING fELT OVER ALL SUBSTRATES OR SEALED DENS GLASS GOLD SHEATHING THROUGH E APPROVED EQUALS WILL BE ACCEPTED GALVANQED MEfAL FIN6H GOOSENEGK fIXTURES ARE TO BE INSTALLED BY THE G.G GROUT VOID SOIID B fENCE AND BELOW i.F. PROVIDE VAPOR BARRIER AS INDICATED. SaUARE MEfAL SHEET TRLE: S TUBEBALUSTER PROVIDE ALL RELATED ACCESSORIES: FUSHING, END ClOSURES, GUITERS. ALL SPECIFIED MATERIALS MUST BE INSTALLED PER MANUFACTURER' EPDM BY W. R. GRACE) OR EQUAL, AT DRIVE THRU S- CONTINUOUS. THROUGH WALL FL45HING. RE UIREMENTS. ANY DISCREPANCIES OR CONfLICTS BETWEEN THE DOWNSPOIRS, EfC. IN MATCHING COLOR. INSTALL ALL MATERIAIS PER MANUF: S V." SOUARE MErAL BOTfOM OF WALLS& ABOVE OPENINGS. CUT FLASHING FLUSH WIfH E7R. FACE EXTERIOR ELEVATIONS RECOMMENDATIONS. DRAW INGS AND THE MANUFACTURER' S RE UIREMENTS SHOULD BE TUBEPOST PROVIDE CELL VENTTYPE WEEPS, ABOVE FLASHING r' 32" O. C. MAX. e IDENTIFlED BY THE CONTRACTOR PRIOR TO INSTALIATION AND WEATHER- THE BID PHASE TO AVOID CHANGE ORDERS. I TIGHTNESS DURING A MANUFACTURER' S WARRANTY AGAINST DISCOLORATION& t a' x" x CONi. WILL BE REQUIRED. METAL CHANNEL HOHMANN 8 BARNARD. INC. HORIZ REWF. ON CMU FENCE LADDER. PAINT FIELD COLOR LEGS DOwN HOHMANN 8 BARNARD. INC., DW- 10 HS TRIANGULAR MiL. WALL TIES OR E UAL 9O NOT ALL ROOF PENETRATIONS& ACCESSORIES ARE SHOWN ON THIS DRAW ING. C 16" O.C. VERT.& AT HOR2. STUD SPACING. 14 GA. SEE SECTIONS& SPECS. REMS INDICATED ELSEW HERE GLAZING, REFER TO SHEET Al l7 R I$ THE RESPONSIBILRY OF THE G. C. TO INSTALL q^ 10 SPACES r'a 4"= 3'- 4" 4/ S ATTACH TO STUDS WRH( 2) 10- 16 z 1- O fIN. SLAB ^ WELD END PLATE FOR DOORS. REFERTOSHEETA115 PULL-0UT. SEfPOSTSIN 5 STOREFRONT: WINDOWSBENTRANCEDOORS CLEARANODIZEO) PROOFHIGH- GLOSSFIELD O ALLMEfALTORECEIVEARUS!- CONCREfEOFCOREDRILL PROJECT#: COIORFlN15H. WFIDEDCONNECTIONS GRINDSMOOTH 5T0 TO HAVE MEDIUM TE%TURE FINISH ON FIELD EIFS.• GONC.& SEf IN NON-SHRINK O ACCEPTABLE MANUFACTURER: KAWNEER. REfER TO SPECIHCATIONS b SIO TO HAVE FWE SAND TEXTURE ACCENTS GROUT q GL4ZING SHALL BE IN ACCORDANCE W/ THE FOLIOWING VALUES: ICC EVAIUATION REPORT NO. ESR- 1720 GLAZING- UNCOATED TINTED GLASS E. LF. S. NOTE DECORATIVE METAL GUARD RAII ZF = FlELD COLOR: STO SiOLR I. 5 DARK STO NA13-0033/ SW 2839" ROYCROFf COPPER RED" 7HESE DRAWiNGS USE" STO" BRAND ELf.S. 3 BA515 OF NO SUBSTIfUIlONS) 11PPEARANCE LOCATION TYPE t THICKNESS U fACTOR SXGC VLT VLR SYSTEMS AS A DESIGN. A+ ,=,- 0 DRYVfI" OUTSULATION PW 5 MD SVS7EMS A 106 GRAVTINT E% TERIORSIDE 1/ 4" TEMPERED . 47 . 45 39. 6 7. 3 W eEALLOWEDASANALTERNATE. zA = ACCENTCOLOR: EIiSCORNERS, CORNICE, FREIZE& TRIM. DECORAiIVEBRACKETS, BEAMS OR PURLINS.- STO FW E SAND# 80310- STO NA 13-0034/ SW 7037" BALANCED ICC EVALUATION REPORT q ESR- 1543. 9 i CLEAR- NOTINT INTERIORSIDE 1/ 4" TEMPERED . 58 . 69 I 5 BEIGP'

CONTACT PERSON e UALRY GLA55: JOHNNY DOSTER 706- 548- 4481

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ACCENT 2A = COLOR: EIFS CORNERS, CORN GE, FR ZE$ TRiM, DECORA¶ VE BRACKETS, i--- DETAlL DOORBELL SiFE! GATE, PAIMHEIOCOi.Oft r'- CORRUGATED - 4Tx N7' W111 2'F REAR ELEVATION IS CJR PURLINS. FAINT SH"eRV 1N WltliAMS" BALANCED BEIGF' 7637 REARAWNING 7.% EM BEA± SW 5!`, a- KNOx BOx N,OUNim REFER t0 ARCH. DETAIS.' H5 PAGE. MR. RC70FSY5? PACKM.'JUM L 4,; ppwrvSPOV?. F' L e 4' 4' AFF , ato5+ i/4'= 1'-0' At05 3/ 4•- 1•A, Ai5'-0" RFF OGCCRA77YF BRACKETS

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ALL SPECIHED MATERIAL$ MUSi BE INSTALLED PER MqNUFACiUREP,'$ q pF5 v. A' t SYS( Ew+. L r' 90$ L tC)-$ DT REQUIREMENTS, ANY OISCREPANCIES OR CONFLICTS BEMEF.N THE GATE STRIKE. IAMB DETAIL @Y.(,, p, r s `:, Gq yq p j" , DkAWINC'>S AND THE MANUFACTURER' S REQi11REMENTS SHOULD BE FlNiSPi C4RRUGAt@i M05 t. p' EIFSCOkN'tR 3/1'= s 2A;, SHEEiTiTLE: rl MhTAI ROOF IUENTiNED BY THE CONiRACTO& PRIOR lO1NS7ALLA770N AND i qR i DURING TNF BID PHASE TO AV0f6 CHANGE 6ROERS. k

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Landswpe Architects TARGLT CORPORA TION M/ EIP g e P a= AT T. rrKsr sv uo 5900 LAKE WORTH ROAD 4. LYING IN F a a VICINITYMAP PuertoRico SECTION 26- TOWNSH/P 44 SOUTH-RANGE 42 EAST o SCHEDULE B- SECTION 2 PER FIRST AMERICAN T/TLE INSURANCE COMPANY Maryland T°• FILENO. NCS- 618222-MLPS PALM BEACH COUNTY, FLORIDA SurvevNotes: EFFECTIVE DATE JULY 2. 2013 AT 8: 00 A.M. OR lHE COPIES THEREOF ARE NOT VRLID WITHOUT THE SICNATURE AND 7HE ORIGINAL 1. ' SURVEV MAP ANO REPORT Y SITE Sl1RVEY0R AND MRPPER." Legal Description: nne RAISE SEAL OF A FLORIDA 110EN5ED a m O9. PRONSIONS Of THE PLAT OG GREENACRES TARGET, RECORDED IN PUT BOOK 79, PAGE 156 OF TiE Pl1B IC RECOR S OF PALM BERCH OF RORIDA, AND IS 2. ' AODITIONS Ofl DELETIONS TO SURVEY MAPS OR REPORTS BY O1MER THAN 7HE SIGNING P RTY OR PARTES IS CWNTY, FLORIDA.( AFFECiS 517E- BLANKET IN NANRE) THE LnND REFERRED TO HEREIN BELOW IS SI1IlA7FD IN R1E COVNTY OF PALM BENCH, ST 7E DESCRIBE AS FOLLONS: PROHIBIIE VJiTHOIIT WRIT7EN CONSENT OF THE 9GNING PARTY OR PAR7IE5.'

10. EASEMENT CONTAINEO IN MSTRUMENT RECORDED IN DEEO 600K 6 7, PAGE 30], AS AFFECTED BY BOON 3418, PACE 906.( RELEASE OF THE BENLHAIARKS FIXt TMIS TOPOGRAPHIC SUR EY ARE DISPLAYED ON THE RESPEC U PARCEL 1 3. TWO SITE y EASEMENT- NO LONGER AFFECTS) THESE BENCHMARKS ARE BASEO ON A 0.05E OERTICFL CONiROL LOOP HAVING AN ACTl1RL ERROR OF CLOSIIRE OF THAT POR110N OF THE FOLL0INNG DESCRIBEO PARCELS A AND" B. L11NG SOUTM OF THE SOUTH RIGHT- OF- WFY RIGHT OF WAY RECOROED IN 0. 007' WHICM AIEETS 7HE ALLOWnBLE CLOSURE OF 0. 042'. MIS FlELDWORK WAS PERFORMED U9NG A TOPCON LEVEL LME OF STATE ROAD 5- 802( LAKE WORiH ROAD) AS SHONN ON TME MnP OF SAID DL101- C AND REFERENCES THE FOlLO'MNG PUBLISMED BENCHMARKS AS ESTABLISHED BV TME ( NORiH W 11. iHE lERA15, PROUSIONS AND CONDITIONS CONTAMED IN THAT CERTAIN RESOLUTION ABANDONINC RIGHTS OF WAY FOR DITCH AND PUBl1C RIGMT OF WAY BOd( 5 AT PAGE 130 OG THE PUBLIC RECORDS OF PALM BEACH CWNTY, fLORIDA. MODEL/ OATUTA OF 1988 MAVO' BBII AND SFID ELEVATIONS ARE BRSED ON YERTICAL CONTROL RIGHTS FOR DIiCH- o. F RTICAL ROAO PURPOSES RECORDm IN BOOK 1765, PAGE 548.( ABAN ONING OF WAY NO LONGFR AFFECiS) W BENCHMARKS SUPPLIED BY. PARCEL A: THE WEST MPLF( W 1/ 2) OF iNE NORTHWEST QUAR7ER( NW1/ 4) OF, THE NORT1iWE5T OtIPRTER( NWI/ 4) O12 TME TERMS, PRO ISIONS AND COND1110NS CONTAINED IN THAT CERTAIN STANDARO POTABLE WATER AN WAS7EWAlER OE ELOPMENT OF THE NOftiHWEST OUAR7ER( NWI/ 4) OF SEC? ION 26, TOWNSHIP 44 SOlI1H, RANGE 42 ERST. PALM BENCH 9 COUNTY, FLORIDA o) DESIGNATION y 93032BA, FDOT ALUMINUM DISK IN A IN CURB WLET AT SWTH SIDE OF SR 802 LAKE WORTH AGREEMENT RECORDED IN BOOK 9776. PAGE 965.( Af' F'ECTS SIiE- BLANKET IN NATURE) ROnO, 418' t, WE57 OF SR 802 LAKE WORiH ROAD BRIDGE. EASTBOUND LRNES.

PRRCEL B: 1HE N£ ST HALF( WI/ 2) OF THE EAST MALF( E 1/ 2) OF TME NORh1NE5T Ol1AR7ER( NWI/ 4) OF ME NORiH 13 ACCE55 AND IEMPORRRY CONSTRUGPON EASEMEIJT AGREEMENT RECORDED IN 800H 9911, PAGE 1983( AFFECTS SIiE- AS SHONN ON 42 ELEVATION= 16. 00' W O WEST OUARIER( NW1/ 4) OF THE NORTHNEST Ol1ARTER( NWI/ 4) OF SEC710N 46. TOWNSHIP 44 SWTH, RANGE SURVEY. EAST, PALM BEACH COUNTY. FLORIDA. AT m b) DESIGNqTIDN p 9196%145, FDOT BRASS DISK IN A CONCRETE ABUTMENT, SOIITH OF CONCRETE WAIHWAV SR 802 LAKE WORTH ROA BRIDGE. EASTBOUND LANES. fq Q4 7HE TERMS, PROVISIONS AND CONDIPONS CINJTAMEO IN THAT CERTRIN INOEMNITY AGREEMENT RECORDED IN BOOK 10442, PAGE 1147. AND O RFFECTS SITE- WALL ENCRORCHMENT INTO EASEMENT- AS SHOWIJ ON SURVEY) PARCEL 2 ELEVAIIDN. 20.63' j THE EAST HFLF OF THE EAST HALF OF THE NORTH'h£ST 1/ 4 OF THE NORTHWEST 1/ 4 OF THE NORTHWEST 1/ 4 OF TME Q SEC710N 26. TOWNSHIP 44 SOU1H, RANGE 42 EAST, PPlA1 BEApI COUNTY, FLORIDA. LE55 AND EXCEPTNG SI7E BENCHMARKS ARE AS SHOWN ON SHEET 3 OF 4. N RTM 20 FEET THEREOF. FOR RIGHT- OF- WAY FOR LAKE WORTH ROAD( 5. R. 802), AS NOW LAID OUT AND IN USE' 4. THIS SUR EY IS NOT VALID W1iH0UT SHEETS 1 tHRWGH¢ OF¢

AND BOUNDARY MERE RECOVERED IX2 S THE LAST DAY FIELD Y/ORK WAS PERFORMED WAS 5/ 12/ 16; ALL CORNERS Z PARCEL} SET AS NOlEO HEREON. THE NEST ONE- MALF( W 1/ 2) OF TME NORTHEAST ONE- OURRiER( NE1/ 4) OF T1E NORTHWEST ONE- OUARIER( NW1/ 1HE COMMITMENT FOR TITLE INSURANCE BY FIRST AMERICAN BEACH 6. THE' LEGAL ESCRIPTION' HEREON IS IN ACCORD N1h1 4) OF 111E NORTHWEST ONE- WARTER( NWI/ 4J OF SECl10N 26. TOWNSHIP 44 SOUTH. RANGE 42 EAST. PRLA1 m CDUNTY. FLORIDA. LE55 HON££ R TiE NORTH 20 FEET TIEREOF fOR RIGHT- OF- WAY FOR LAKE WORTH ROAD TI7LE INSURANCE COMPANY. C0IAMITMEN7 N0. NCS- 618242- MLPS. EFFECTIVE DAIE JULY 2. 2013 AT 8: 00 A. M.. AND WAS PRONDE 8Y THE CLIENT. S. R. 802). AS NOW LAID OUT M!0 IN USE. F Q WORTH BEMINGS SHOMN MEREON ARE RELP7IVE TO THE SWTMERLY RIGHT- OF- WAY IJNE OF SP N0. 802( LAKE THE PBOVE BEING PRESENILY DESCRIBED AS ALL OF' GREENRCRES TnRGET' ACCORDING TO iHE PLAT THEREOF RECORDE IN PLAT BOOK 79, PAGE 156. PU9LIC flECORDS OF PqIM BEACM COUNTY, FLORIDA. ROAD) AS BEING 5 89' 75' 48" E AS SHOWN ON SHEET 2 OF 4.

TO LE55 RND EXCEPT UND CONVEYED TO THE STATE OF FLORIOA DEPARTMENT OF TRANSPORTFTION P1IRSUANT g, nqNNG CONSULTED THE NATIXJAL FL00 INSURANCE PROGRAM. FLOOD INSI/ RANCE RATE MAP( FIRMJ COMMUNItt THAT CERTNN OEED RELOR ED IN OFFICIAL RELOR S BOOK 9B2B, PAGE 1054, PUBLIG RELORDS OF PPLM BEACH PANEL N0. 120192- 0175B h PANEL N0. 110192- 01658. fEMA HAS NOT COAIPLETED A STUDY TO OE7fRMINE ROOD COUNTY, FLORIDA. MA2/. RD FOR MIS LOCA710N; RiEREFORE, R FLOOD MAP HAS NOT BEEN PIIBLISHED AT THI$ TIME. THIS OF SAID MAG AND NOT ON ACIUAL FIELO b AIIb(BV/8t10I1 L@QB/ 1( I: DEIERAIINRTION WAS BASFD ON A GRAPHIC INIERPOLATION MEASl1REMENTS. A) - ACNAL MES - MITERED END SECTION a q MH - MANHOLE ftIILE CHAPTER SJ- 1], A/ C - AIR CONDITONER 9. THE APPARENT USE OF THE LAND. AS CLA59FIED BY THE MINIIAUM TECHNICRL STPNDARDS y NSPS- AMERICAN CONGRE55 ON$ UR EYINC& MAPPING MLP - METAL LIGHT POLE Leqal Description: sua r FLORIDA ADMINISTRATVE CODE ESTABL15ME5 THAT 1HE MINIMUY RELATI E ACCIIRFCY FOR THIS TME OF BOUNDARY ADA - AMERICANS VATH DISRBIU11E5 ACT MPH - MILES PER HWR SIIRVEY MEET THE MORI20NTAL CONTROL NCCIIRACY OF 1/ 10, 000 FEET FOR A HIGH RISK SURVEY. THE ALTA - AAIEFICAN LAND TITI£ ASSOCIAIION MPP - METAL POWER POLE PLAT h1ERE0F RECORDED IN PLAT BOOK 79, MEASUREMENTS AND CALCULN710N5 OF THE CLOSE GEOMEiRiC FIGURES N£ RE FOUND TO MEET THIS ACCURnCY APPRO% - APPRO%IMA7E N/ A - NOT APPLJCABLE ALL OF" GREENACRES TARGET' ACCORDING TO THE n5 CWNTY, FLORIOA. REWIREMENT. T1E EOUIPMENT uSED TO VERIFY THE HORRONTAI CONTFiOL ON TiE SUBJECT SURYEY WRS A LEICA ARV - AIR RELERSE VALVE NPVD - NORiH AMERICAN VERTICAL DANM PAGES 15fi AND 15 INCLUSIVE OF THE PUBLIC RECOROS OF PAUA BEACH SCANSTATION 4 p C10. m AYE - AYENUE Nqp - NORTi AMERICAN DATUM AVC - A ERAGE NG - NATIRAL GROUND 10. MORRONTAL WELL- IOENTIFlED FEATURES IN MIS SURVEY AND MAP MA E BEEN MEASIIRED TO AN ESTIMAIED o BEARING BA515 NGS - NR110NAL GEODETIC SUR EY iME FEAl11RE5 WAS A LEICA Y Z 88J - HORIZONTRL POSITONAL ACCURACY OF p, QZ( FT). THE E0111PMENT USED TO LOCnIE 4 NGYD - NATION IL GEODETIC YER7ICAL OANM Q n: N BFP - BACK FLOW PRE fNTER SLANSTPTION L10. Q BLK - BLOCN N k D - NFIL AND DISN BIDG - BUILDINC N0. - NUMBEA NON- 11. UNlE55 OTIERNISE NOiE4 ALL RECOR INfORMRlION SHOWN HEREOfJ IS BASED ON INFORMAPON CONTAMED IN TME BLW - BOULEVARD NR - RADIAL iCOMMI7MENT FOR TITLE INSURANCE BY FIRST AIIERICRN TIRE MSURANCE COMPANY, COMMITMENT N0. 6M - BENCH NARK NSPS - NATONAL SOCIETV OF PRONDE BY 1ME CLIENT.. PARCEI 1, d NCS- 61B227- MLPS. EfFEC71VE DAiE JULY 7, 2013 AT 8: 00 A. M., AND Wn5 ECEfVED i. SURVEYORS BOC - BACK OF CURB PFOFESSIONAL BOUNDPRY SURVEY 3 ' O ry PARCEL A. PMCEL 1 PARCEL B. PARCEL 2, ANp PARCEL 3 ARE SHONN FOR REFERENCE ONLY. NT - NON- TANGENT BOW - BACK OF WALK IN LEGAL DESCRIPTION( SURVEY). a IS A RETRACEMENT OF' GREENACRES TNRGEY AS OENOIED j j .+.o ' / r I,: EASEMENT NTS - NOT TO SCALE F GREC ' BSE - BELL SWTH 2 BSL - Bl11LDINC SETBAqc IJNE OUTSIDE DIAMETER V U1IUTIES, FOUN ATIONS OR IMPRO EMENTS, IF ANY, HAVE BEEN LOCATED E% CEPT RS SHONN. B - OFFlCIAL RECOROS BOOK 12. NO UNDERGROUND m BNF - BARBED N1RE FENCE m = a V 4 O C-% - OENOTES SMEET NUMBERING fOR ENGINEERING PLANS OR - OFFICIAL RECOROS O DOES NOT IOENTIFY 1HE LIMITS OR E%IENT OF POTENiIAL JURISDICTIONAL WE7LAND BOUN ARIES. L O U Q N LL WL - OVERHEAD UTILITY LWES iJ. TNIS SUR EY C) - CALNUIED OTL - OYERHEAD IRRFFIC UNES SumyPnpretlBy: P) - PUT 14. FENCES EXISTING INJ. OVER OR AOJACENT TO SUBJECT PROPERT', ARE DISPLAYED NEREON: OWNERSHIP WHETHER CATV - CABLE TELEV1510N RISER OR JOMT WAS NOT DETERMINED BV THIS SURYEY. ry SINGULAR CPN' M Y CB - CHORD BEARING PB - PLAT BOOK LIlIB L@fJ@II(I: PC - POINT OF CURVANRE CBS - CONCRETE BLOCK S7RUCTURE THIS SOR EY rWD MAP 6„ F 1S VERTICAL FEATURE AGGIRACV:' ELEVATONS Oi WELL- IOENiIFIED FEATURES CONTAINED IN 4;. t C PCC - POMT OF COMPWND CURVANRE NOT C h G - CURB& GUT7ER TO SCnIE T60I L2gBlIf: Fi)" oro F m SJ HAYE BEEN MEASURED TO AN ES7IMAlED VER11Cl L POSITIONAL ACCURACY OF Q, p2( CI - CATCH INLET PCP - PERMANENT CONIROL POINT 13y NOT SCALE P - PROPOSED FINISHED ROOR F00T CONTOURS TO i k, C/ L - CEN1ERl1NE URW, FM, AND 7HE SANITARY LAiERAL LINES DISPLAYED ON PG - PAGE 16. THE UNDERGROUND UTIUTIES LABELEO UE, UT, UW. CLF - CHAIN L1NK FENCE CORP. En a C. OANo. 1216 6-- = 5 FOOT CONTOURS AIR RELEASE Vq E NAIL k DISC AS NO7ED SHEET 4 OF 4. ARE A RESULT OF AN ELEL7RONIC FIIE CREATED BY SOUTHEASIERN SURVEYING @ MAPPING PGS - PAGES SurveyLB. No. T1N CM - CONCRETE MONUMENT DETNL 6500 ALL AMERICAN BOULEVARD, ORLAN O R 32610,[ 407) 292- BSBD) ANO NATCHED TO DIAGRAMS AND CMP - CORRUGAlEO NETAL PIPE PI - PqNT Oi IN7ERSECTION AOJOINER PROPERTv LINES BIXtING HOLE LOCAiION PARNING SPnCES( 2) Arch. LicNo. 6ope] 6r ,! BY SWiHEA57ERN SURYEYING& MMPING CORPORATqJ ON 9/ 6/ 2013. r-:'`. . « CO - CLEANOUT PK - PPRKER KAYLON SHEETS PREPARED LntlscpLicNe. L 6do 88? t U E•.: y__ BARBED W1RE FENCE CABLE TV RISER POINT OF 0 - RENSION NIIMBER( 3) CONC - CONCRETE POB - BEpNNING P - P NT OF COMMENCEMENT BROKEN IJNE A - CENiRAL ANQE i]. DIMENSIONS ARE SHOMN RELATIOE TO UNITEO STATES STANOARD FEET AND DECIMALS THEREOF. UNLE55 7HE OBJECT COR - CdtNER ti = m - RECLNMED WATER NEIER POL - POINT ON LINE HOWN IS COMMONLY IDENtiFlED IN INCMES, I. E. iREE DIMIETER, PIPE OIAAIETER, ETC. CPP - CORRUGAIED PLn571C PIPE K - = BURIE CABLE CONCREIE PP - POWER POLE CUE - COUNiY 11T11JTY EPSEMENT RECLNMED WATER VALVE PRC - POINT OF REVERSE CURVANRE - urn- e BUAIfA CPBLE TELE 1510N CLEAN OUT CWS - CROSSWALK SIGNAL ROOF DRAIN PRM - PERMANENT REFERENCE MONUMENT 18. CERTAIN INSIRUNENTS OF RECORD REFLECTING EASEAIENTS, RIGHTS- OF- WAY, AND/ OR OKNERSHIP WERE FURNISHEO G - OELTR BURIED ELECiRIC CONCRE7E MITERED END SECTION TO 1H15 SUR EYOR AS NOIE OR DISPLAYED HEREON. PSM - PflOFESSIONAL SURVEYOR& MAPPER - - = O5 - SnNITMY SEWER AInNHOLE PT - PpNT OF TANGENCY 0 - FlBER DEEDRBOOK BURIED OPTICS CONCRETE RIP RAP SEWfR VALY£ OB, - SANITARV SlCffl LEEfJE!! 1( I: BASEO UPON AN PVC - Pd. YVINYL CMLORIDE PIPE g, THE UNDERGRq1ND U71LIlIES DEPICTEO BY PIPE LINETPES ARE APPRO%IMA7E IN NATURE W OBH - DINMEIER AT BREAST HEIGHT IN INCHES BURIED GAS CONCRE' IE UTLLITY POLE P T - PA EMENT N QQ - ITEM NUMBER( B) NOT TO SCAI. E s. ¢ OE - DRAINAGE EASEMENT SCHEOULE B INSPECTON OF T1E 1AMIHOLE, GRAiE, ETC. OF EACH FACILITY. E%ISTING PIPES WERE NOT LAMPE OR REMOTELY RPNGE 42 EAST unr- = DIRECTION OR LONNECPNTY. OEPT - R42E - BURIED RECLAIMED WATER LmE CWNTV ROAD SYMBOL NEWED FOR OBSIRUCT10N5, a` W W DEPMRdENT LIGHT R - RADIUS GROUND IA) a A S+ O H OIP - DUCi1LE IRON PIPE BURIED SANITARY 11NE5 DUAL SUPPORT SIGN RAD - RAOIAL SECTION CORNER OR - DRI E B) - 8115 STOP SIGN n R RCP - REINFOf2CFD CONLRETE PIPE - iu - = BURim SANITPRY SEWER FORCE MNN LINE - Fy[ TRIGAL MANHOLE O W Q ON - ORAINAGE AND U7ILITY EASEMENT 4"% 4' CM LB 14} Q REC - RECOVERED p - y] DNE DO NOT ENTER SIGN RS- 1 n- = BURIED TRAFFIC CONiROL m - ELELTRIC Ol1TLET V f' E) - ENGINEERING PLAN REV - REVISION Q Q 2 E. - E1ECiRIC Jt1NCilON BOX O - 5/ 8' IR& C lB/ P143 Q RP - RAOIUS POWT ui BURIEO TELEPHONE LINE 0 - ELEC7RIC RISER HC) v MANDICAP SIGN W Q' O EL - UNDERGRWNO ELECTRICAL LJNES J R/ W - RIGMT- OF- WAY 51' u. - . ELEC - EIECiRIC BIIRIm WATER LINES FlRE MTDRANT KR v KEEP RIGHT$ IGN Mdex of Sheets a J RLS - REqSTERED LAND SUR EYOR Reierence Material E EV - ELEVAiION 0 - SIIE BENCH MARK Q Z F O RP - RAOIUS PdNT CENTER LINE R/ W RWD LIGHT 1 RLTA/ NSPS LAND TIiIE SURVEY( CO ER SHEET) C EWP - EI,LIPPCAL ME) MEOIAN 51( ii F' RWL - UNpERGR0UN0 RECLAIAI WAIER LJNE -€ STORM SENER MANHOLE 2 ALTP/ NSPS LAND TITLE SURVEY( BOUNDARY$ tIRVEY) E01 - END OF INFORMAIIdJ CHAIN LINK FENCE WND CONCRETE MONUMENT( AS NOTEO) - RIGHT-0E- WAY BOON 5 AT PAGE 130 OF THE y Z RVAA - REQAIYED WAhR METER ND) - NO DUMPING 9GN TOP GRAPHIC SURYEY O EOP - EDGE OF PAVEMENT SiRIPING( dREC710NAL) 3 ALTF/ NSPS LAN i1TlE SURVEY( SE - SPECIAL EASEMENT PUBUC FECOROS OF PAIAI BEACH CWN7Y. Fl. ORIDA. y O EASEMENT LINES( EXISTNG) 4 ALTA/ NSPS LM1D IIRE SURVEY( UIILITY SMEET) O ESMT - ERSENENT O - FWND IRON PIPE( AS NOTED) r NO LEF IURN SIGN( R3- 2) V SEC 26 - SECTION 26 CABLE RISER ( NL) 2 FB - FlELD BOOK u - TELEPHONE a O O SMH - SMlITARY SENER MANNOLE EASEMENT LINES( PROPOSED) FWN IRON REBM( AS NOTED) Q f00T - FLOflIDA DEPARTMENT OF TRANSPORTA710N NLI v NO LITTERING 9GN 2) DEED RECORDED IN OFFICIAL RECORDS BOOK 9628. O' 50 - SOUARE O - TELEPHONE MANHdE W= V fF - FlNISH FLOOR PAGE 1054, PUBLIC RECORDS OF PALA1 BEACH r I C` Y N¢ fT - FEET EDGE OF WAIER LMES Q - GAS VALVE C 50 SWME HOLE FL) v NO PARKING FlRE LANE SIGN FGI - RPT GRATE INLET 0 - TEST COUNTY, FLORIOA. SUIVCJ OI S CeItIllCaIIOII: y L Q W 5T - STREET EXISIING ORAINACE PIPES CRATE INLET PGLP - FlBERGU55 LIGHT POLE pNSFORMER PAD v RIGHT TURN SICN( R3- a ^ J m SiMH - STORM DRAINACE MANHOLE NOR) NO 1J o: T,wCEi CdtcIXt nw, ROM n CORPw nOx FH - HYpRANT Certifie0[ Q FlRE lt'.'.i.=;E%IS71NG ORPINAGE =PIPES WTFALL NOT LOCAIED OO - GREASE 7RAP MANHOLE THE PLAT 5/ W - SIDEWALK u - RISER 3) GREENnCRES TARCET qLCORDING TO O N FM - FORCE MAIN U17LIN NOT)- NO TRUCKS( R5- 2) J TANGENT BEARINC 156 TB - HOT WAIER SUPPLY UNES F - GUY MlCHOR THEREOF RECOROED IN PLAT BOOK 79. PAGES C O b Q FND - FWND m _ Wq1ER MEIER T445 - TOWNSHIP M SOUTH BEACH a FPhL - FLORIPA PONER AND LIGHT NP - NO PARNING 9GN AND 157, INCWSIVE PIIBLIC RECORDS OF PAI. M Q IRRIGA11dJ UNE$ HANDICAP PARKING SPACE Q y PHIXJE WAIER SERNCE 2 CG) - GRID($ TRTE PLANE) COUNtt. FLORIDA. 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