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Home My WebLink AboutDocumentation_Regular_Tab 15_06/08/2006 VILLAGE OF TEQUESTA MEETING AGENDA ROUTING SHEET MEETING DATE: 6/8/2006 REQUESTED ACTION /SUMMARY: Site Plan Approval for an application of Royal Tequesta, LLC (Atlantis), owner of the property, 734 U.S #1, located west of U.S. Highway #1, 500 feet south of County Line Road, for the Planned Commercial Development (PCD), consisting of 5 -story maximum height condominium buildings, providing 70 total units above a two story underground parking garage and 10,000 sq. ft. of commercial space in the C -2 Commercial District. Conceptual review of the Planning and Zoning Advisory Board was approved April 16, 2006. RESOLUTION OR ORDINANCE NUMBER: Res # Ord # ORIGINATING DEPARTMENT: Community Development FUNDING SOURCE: 2005/2006 BUDGET ACCOUNT NUMBER: CURRENT BUDGETED AMOUNT AVAILABLE: $ AMOUNT OF THIS ITEM: $ AMOUNT REMAINING AFTER THIS ITEM: $ BUDGET TRANSFER REQUIRED: ❑ Yes x No APPROPRIATE FUND BALANCE: ❑ Yes x No APPROVALS: � � DEPARTMENT HEAD. / FINANCE DIRECTOR: y/ VILLAGE MANAGER: VILLAGE MANAG R RECOMMENDATION: APPROVE ITEM: DENY ITEM: ❑ VILLAGE ATTORNEY: APPROVED FOR LEGAL SUFFICIENCY ❑ Yes ❑ No x Not Applicable (n/a) COMMUNITY DEVELOPMENT DEVELOPMENT REVIEW COMMITTEE FINDINGS FOR ROYAL TEQUESTA, LLC (ATLANTIS) RE: Approximately 6.03 acres Planned Commercial Development in the C -2 District 70 Unit Condominium 10,000 Sq. Ft. Commercial This project was approved by the Village Council as a Special Exception and for a Conceptual Plan on February 16, 2006. The approval was for a maximum 5 -story North Tower with the remaining buildings to be stepped down. The current plan complies with that approval. The Planning & Zoning Board approved the Conceptual Site Plan as submitted on July 7, 2005. The following Permits and Reports were submitted and reviewed by our office: 1. South Florida Water Management District, Water Use Permit for Landscape Irrigation. 2. South Florida Water Management District, Construction and Operation of a Surface Water Management System Permit. 3. Stormwater Management Report, prepared by: Jeff H. Iravani, Inc., Consulting Engineers. 4. State of Florida Department of Transportation, Driveway Connection Permit. 5. Palm Beach County, Department of Engineering and Public Works, Traffic Performance Standards Review and Approval. 6. Traffic Impact Report for Atlantis, prepared by: Jeff H. Iravani, Inc., Consulting Engineer, 7. Florida Department of Transportation, Drainage Connection Permit. 8. Florida Scrub -Jay Survey for 1.3 acres of western corner of property, prepared by: Environmental Services, Inc. This represents 10% of a minimal sustainable area of 13.5 acres. The submittal package includes: 1) Boundary and Tree Survey 2) Landscape Development Plan 3) Site Development Plan 4) Boundary and Topographic Survey 5) Recreation and Garage Upper Level 6) Construction Plans and Specifications 7) Elevations, Floor Plans and Fire Access Plan DRC Comments by the Public Works, Utilities, Police, Fire and Rescue, and Planning Departments, our Landscape Architect Consultant, Steve Parker, ASLA, of Parker - Yannette and our Consulting Engineer, Anthony Michuda, P.E. of Arcadis were properly addressed by the applicant and are reflected in the current plans. The following two conditions will be required with the site plan approval: 1) The entire on -site internal roadway and parking lot improvements for the project shall be privately owned and maintained, in perpetuity, by the Atlantis Condominium Association. 2) The entire stormwater management and drainage system for the project shall be privately owned and maintained, in perpetuity, by the Atlantis Condominium Association. The findings of the Community Development Department are that the project (Atlantis) meets the requirements of the Code of Ordinances of the Village of Tequesta and has satisfied the requirements of the Development Review Committee. Catherine A. Harding Community Development 'ector 6/8/06 "C" RoyalTequesta.Atlarnis TRAFFIC IMPACT REPORT FOR Atlantis Tequesta, Florida 07 -20 -2004 08 -11 -2004 08 -23 -2004 01 -24 -2006 03 -01 -2006 Prepared By: Jeff H. Iravani, Inc. Consulting Engineers 1934 Commerce Lane, Suite 5 Jupiter, Florida 33458 Tel: (561) 575 -6030 Fax: (561) 575 -6088 r ..✓ tv.+ to ..'.S_ � �. e f H. Iravani`; P.8. Florida Registration #33155 Table Of Contents Item Page Introduction 1 Trip Generation 1 Radius of Influence 2 Traffic Assignment 2 Affected Arterials 2 Impact Analysis 2 Exhibit "A" Location Map Exhibit ` B " PHT Exhibit "C" PHTM Introduction The site is located on the west side of US HWY =1 approximately 1/8 mile south of County Line Road and consists of 5.98 ac of partially developed land. Half of the site is developed w/ existing 12,079 sf of commercial use buildings. The southern half of the property is vacant. A 70 unit condominium development with a 10,000 sf spa are proposed. See Exhibit "A ". The access is to be provided by one turnout onto US -1. The turnout is right turn only. The buildout and 100% occupation is expected by December 30, 2007. This report shall analyze the traffic impact of the proposed project on the adjacent roadway system in accordance with Palm Beach County Unified Land Development Code (ULDC) Traffic Performance Standards. 1 Trip Generation Institute Of Transportation Engineers (ITE) Trip Generation 7" edition, and Palm Beach County approved trip generation rates were utilized to obtain the Average Daily Trips (ADT) and the AM & PM Peak Hour Trips (PHT). Use ADT AM PHT PM PHT VTEPD VTEPH VTEPH IN OUT IN OUT Proposed Residential Condo (ITE 230) 490 6 33 30 15 70 ea Internal @ 10% 49 1 3 3 2 Health Club (ITE 492) 10,000 sf 329 5 7 21 20 Internal @ 10% 33 1 1 2 2 Pass By @ 5% 15 0 0 1 1 Total Attracted 737 9 36 47 31 Total Generated 722 9 36 46 30 Existing Commercial (Exist) 12,079 sf 1,745 8 4 74 81 Pass By @ 44.83% 782 4 2 33 36 Generated 963 4 2 41 45 Net Generated ( -)241 5 34 5 ( -)15 2 Radius Of Influence The proposed project generates additional 39 trips at AM Peak Hour and 10 trips less than the previous use. As per Palm Beach County ULDC, the radius of influence for this project is0.5 mile for test -1. Therefore, the affected arterials are: 1. US -1 from Tequesta Dr to County Line Road For test -2, there is no need to address any links. Trip Assignment The proposed trips are assigned to the arterials within the radius of influence based on the existing travel patterns and population density patterns. The percentage of assignments are indicated on Exhibit `B ". A directional split of 50% is assumed on all affected links. Impact Analysis Exhibits `B" indicate the proposed and total PM PHT on the affected arterials at buildout. All the affected arterials will be operating below the LOS "D" threshold. Exhibit "C" indicates the driveway peak hour turning movements. This project traffic impact is insignificant on all affected arterials. Therefore, no further analysis is required. This project meets test -1 and test -2. Therefore, the proposal is in conformance with Palm Beach County ULDC Traffic Performance Standards. 3 EXHIBIT ° A" COUNTY LINE ROAD O, G y SIT -�� -A 0 0 ALT Al LOCATION MAP EXHIBIT "B" COUNTY LINE RD (2L) E 1,965 B 39 2.01% P 10 25% T 2,014 :° C 4,680 S 47 D PROJET 39 E 1,965 B 39 2.01% P 29 75% T 2,033 C 4,680 S 47 TEQUESTA DR (2L) Al (2L) ¢ J ,- ¢ D w z w r' i-- OD J 0!' ¢ w E 2005 EXIST TRIPS PER PBC B BACKGROUND TRIPS PER PBC HISTORICAL GROWTH (Total % at buildout) P PROJECT TRIPS % TOTAL TRIPS T TOTAL TRIPS C CAPACITY, LOS "D" THRESHOLD OR CRALL S SIGNIFICANCE LEVEL, 17. OF LOS "D" THRESHOLD AM PEAK HOUR TRIPS (VTEPH) EXHIBIT "C" AM 9 PM 46 AM IN 9 AM 36 OUT 36 PM 30 PM IN 46 OUT 30 DRIVEWAY PEAK HOUR TURNING MOVEMENTS (VTEPH) APPENDIX DAILY DATA PEAK HOUR DATA PEAK PEAK Growth AM PM STATION STREETNAME LOCATION 2002* 2005 Rate N/E APP S/W APP 2WAY N/E APP S/W APP 2WAY 2820 SR -8I I (Alt A I A) 400'N of Gardens Blvd 29957 1443 896 232 1 190 1521 2711 2828 SR -811 (Alt A I A) 200'N of Lighthouse Dr 22295 23538 1.82% 1031 804 1833 973 1184 2156 1800 SR -811 (Alt Al A) 500'S of Loxahatchee River 41104 41973 0.70% 1991 1488 3342 1810 1915 3509 1604 SR -8I 1 (Alt A I A) 750'N of Indiantown Rd 30415 33675 3.45% 1540 1 152 2543 1 133 1701 2801 3315 SUMMIT BL 100' E of 1-95 Overpass 15731 17275 3.17% 499 1005 1496 1089 793 1882 3611 SUMMIT BL 300'W of Military Tr 23124 26132 4.16% 625 1 178 1788 1478 903 2357 3657 SUMMIT BL 300'E of Jog Rd 15141 18278 6.48% 811 1090 1901 I 934 756 1689 3613 SUMMIT BL 700' W of Kirk Rd 26217 31106 5.87% 755 1977 2705 1351 1075 2411 3615 SUMMIT BL 380' E of Kirk Rd 24258 28407 5.40% 710 1621 2297 1 1461 833 2271 I 3617 SUMMIT BL 600'W of Congress Ave 27183 34174 7.93% 917 1805 2700 1784 1008 2792 3619 SUMMIT BL 500'E of Congress Ave 16974 17543 1.11% 658 871 1510 I 816 722 1483 3621 SUMMIT BL 500'E of Florida Mango Rd 15619 17276 3.42% 491 1005 1488 I 1 1 160 793 1953 5808 SWINTON AV 262' S of Atlantic Ave 11719 565 584 834 ! 584 381 963 5806 SWINTON AV 222'N of Atlantic Ave 12465 536 439 965 i 397 618 1004 1207 TEQUESTA DR 150'W of Old Dixie Hwy 13736 13687 -0.12% 540 558 1062 618 517 1 1 15 1607 TONEY PENNA RD 250'W of Military Tr 12480 11552 -2.54% 404. 605 1005 I 680 423 1102 1609 TONEY PENNA RD 500'W of Old Dixie Hwy 10400 10722 1.02% 358 516 829 563 439 1001 3647 TURNAGE BL (Australian r 500'W of Australian-Ave... 12584 747 444 1191 i 483 467 926 1304 US -1 1200'S of PB/MARTIN Cou 25921 26617 0.89% 1382 832 1965 1 933 1661 2545 2832 US -1 500'N of Northlake Blvd 32121 33144 1.05% 1318 1161 2479 � 1385 1417 2795 2800 US -I at City Limit Lake Park 30979 30966 -0.01% 1 1 13 1411 2358 1537 1238 2775 1312 US -1 500'N of Donald Ross Rd 32927 32717 -0.21% 1441 1 116 2286 1 194 1578 2767 1802 US -1 100' N of Jupiter Inlet Bridge 24844 24992 0.20% 1029 922 1867 I 1006 1 198 2181 i 1810 US -1 1500'S of Indiantown Rd 27152 28832 2.02% 1066 1033 2019 I 1 143 1347 2464 Monday, June 20, 2005 *PEAK 2002 Is the average of PEAK 2001 and PEAK 2003. BLANK ENTRIES = COUNT NOT AVAILABLE Page 26 of 28 FLORIDA SCRUB -JAY (Aphelocoma coerulescens) SURVEY ATLANTIS IN TEQUESTA TEQUESTA, FLORIDA June 2004 For William E. Burckart & Associates 169 Tequesta Thrive, Suite 12 -E Tequesta, Florida 33469 I ENVIRONMENTAL SERVICES, INC. 1410 Park Lane South, Suite 1 Jupiter, Florida 33458 (561) 743 -5141 EPO4070 h � TABLE OF CONTENTS . .............................. .......................1 1, INTRODUCTION .......................... . METHODS A. Survey Methodology ......................... ..............................1 B. Survey Results .. ............................... ............................ ............................... III. SUMMARY .................. ............................... ................................... ............................... 8 A. Conclusions ................................................ ............. ...................... B. Regulatory Context ...... ............................... ........................ ........................ REFERE ..... ...........................I... LIST OF FIGURES Figure 1 Site Location Map ................................................................. ..............................4 Figure 2 Soil Map ........ ............................... Figure 3 Vegetative Communities Map ........................... ............................... Figure 4 Scrub jay Territory Map Attachment 1 Scrub jay Field Data Sheets ...................... ............. ............................... ii FLORIDA SCRUB -JAY SURVEY ATLANTIS IN TEQUESTA TEQUESTA, FLORIDA I. INTRODUCTION The Atlantis in Tequesta property comprises approximately six acres of developed and undeveloped land located to the south of County Line Road on the west side of U.S. Highway One (US 1). Specifically, the property is located in Section 30, Township 40 South, Range 43 East in the Village of Tequesta, Palm Beach County, Florida. The parcel is bounded on the north by Casa del Sol, on the east by US 1, on the south by County Line Plaza, and on the west by Cypress Manor Apartments and the Village of Tequesta Water Treatment Plant (Figure 1 ) . The current property owner is proposing to construct a combination of office space and townhomes on the approximate 6 -acre parcel. The owner engaged Environmental Services, Inc., (ESI) to conduct a Florida scrub jay (Aphelocoma coer-ulescens) survey of the property to determine potential occurrence and/or use by scrub jays. In compliance with U.S. Fish and Wildlife Service (USFWS) guidelines which requires that valid scrub jay surveys be conducted during spring breeding season, July, or September- October, the scrub jay survey on this site was conducted during May 2004. This report documents the results of that survey. II. METHODS A. Survey Methodology The preliminary reconnaissance determined the Consequently, h be ncompass the entire 3.5 acres of undevelop ed landhe property was evaluated for occurrence of scrub jay habitat Types I, II, or III as defined by Fitzgerald, et al. (1991). Type I habitat contains more than 15 percent aerial coverage of scrub oaks. Type II habitat comprises areas with scrub oaks (Quercus spp.), but less than 15 percent aerial coverage. Type III habitat contains any upland or seasonally dry wetland within 0.25 mile of any area designated as Type I or Type III habitat. 1. Habitat Evaluation. Random pedestrian transect surveys were conducted throughout the property to determine occurrence of Types I, II, and III scrub jay habitat and quality of habitat within each type. Field notes were recorded regarding aerial coverage and size of scrub oaks, exotic /nuisance vegetation; extent of off -road vehicle impact; and unauthorized dumping of solid waste. i , • u:� ::rtaj -(, i '77�,.5�. � � 4,. >CyC' .,',.. t ` �I. 1 . �i:�al '; ";;�::..` i "� . • i; ,'i,.. ::_i �tc 7 ''�; .I ` .i¢ , 1; .:..'451 t . • . 4: � 1 ' . � ,+ ;� ::;�' ;tr ".'"?;4• " (f( r �� .st �,+"`•:'' t` �S'� jl 1 ,� ; �. , J17 1,>,'� .,•'ti 1.. {� `, t 'ti,:� 1 ��, /., / /f' Vii. ll;�x� /! {••, �.1' �,�' "".. /�` } ��S.e= y f,�+ (�•' '.l t. T 5�..{,' 'l \ : 1� , ', , 1 �,��,�� t `T� �`-: � � .�� ,.Z /.�• .1y3 ;ti��/:'i+' /' ;` _ - ,:;,�f.^ .4,- 7 �, �;l ��`,._, t.y"> 'S�; I .�' ,m ,+ I I \l\ i -� I.{ .1e'''.i i� - "'•;. "' .� ..'la�l1'1 y \ .�•.i,: "'.�- ..`r,t t�,.,1.. 1 y'. ( }, i. t j y 0l.,jr� �J� �, it ��'..- "I;,, {t, Y AK, �t.�.�• , I } . 1 • -G� •, .\?, P . 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Jupiter (1983) Quadrangle �• Section 30, Township 40 South, Range 43 East Location/Topographic Map Figure: � Atlantis in Tequesta Sol Scrub -jay Survey Project EPO4070 ENVIRONMENTAL Palm Beach County, Florida Date: May 2004 SERVICES, INC. IBBB ESI nest sur vey of the property was 2. Scrub -'a Nest Sue . A scrub -jay Y conducted on 3 May 2004. Using pedestrian transect surveys, an ESI biologist physically inspected all scrub oaks and Brazilian pepper (Schinus terebinthifolius) suitable for nesting activities. Typically, scrub jays use only scrub oaks for nesting; however, in this instance, all trees of a suitable size were inspected. 3. Scrub-ay Survey Based upon habitat evaluation, 18 tape plWeback stations were established across the undeveloped property. Service forecasts on VHF radio were monitored the nights and early mornings before each survey to assure on -site conditions conducted conducive 30 attracting AM to 9 00 jays. Pedestrian tape play -back surveys we AM from 3 May through 6 May 2004. Tape recorded scrub -jay calls were played at each station for a minimum of one minute in each of the four primary compass directions. Tapes were played in an appropriate orientation toward the nearest scrub oaks. Calls were also played between stations in order to maximize the opportunity for attraction of scrub jays. Once scrub jays were attracted to a station, the tape player was turned off when it was determined that all birds had been identified. For ease of future data recording, individual were data assigned an 1 d t ( character. Data recorded on scrub day fi eld survey following: Date of survey, survey start and stop times, times at individual survey stations, weather conditions, biologist/observer name, and results of observation. In addition, off -site locations used by scrub-jays e in op der to formulate a survey day, all data were reviewed and compared -j resent. usage map and to determine the number of scrub a Y groups p 4. Listed Species Survey. A pedestrian survey of the parcel was conducted to map the occurrence of listed plant or wildlife species. Listed species of plants and wildlife are found in Florida's Endangered Species, Threatened Species and Species of Special Concern (Florida Game and Fresh Water Fish Commission 2004) and Preservation of Native Flora of Florida, Chapter 5B -40 (Florida Department of Agriculture and Consumer Services, Division of Plant Industry, February 2003). Any occurrences of listed species were recorded. B. Survey Results 1. Habitat Evaluation. Natural Resources Conservation Service (NRCS) soil survey information records St. Lucie sand, 0 to 8 percent slopes as occurring h the site (Figure 2). Although NRCS typically associates these soil types - scrub habitat dominated by sand pine (Pinu on auSCi)-u, eastern currently ly acre parcel was cleared prior to 1965. The y exists is located on the western half of the property. The property comprises areas 3 9 ( f' p �74..A �a(.M6 H. , Sr I ysb'•.a '�� •�1 �,4, a S K ( M1F .t�. �. ..,yf•p r4 � ;'i�S]M �`TY �.!•e, l ''�l Tf �• r kf 4- R... Z" Property Location, rT p'�~ r• � 'P 1 � t a 4 r dd""'' 1 � j, r • � �f'�'T I ,I''7r � � �' r r•,�ty'� `t'j :."..n; r n + r. iN .3• _ _ Y � ry r.•� nnf��; N H.. �171f° r. YI'•.•.. r• . r r•r�I ur �' l� *�'O'� � M C n{y 5! 1 C 4 �' t M' � �: •++( Lr �', :,;•'r r� r S� R �J1.`� w y � y .l 4 4 r�� • 1 250 500 Feet '• �� • map t� •'f Luci 0 0.062 0.125 Knn san o ,. Source: Soil Survey of Palm Beach County, Florida, St. Eastern Part, 1979. o to 8 percent slopes Section 3 0 , Township 40 South, Range 43 East Fi • .s r • • • - 04 1 .• . �� • •. •. _ Ma 2004 .rt► of bare sand, concrete pads, native and exotic vegetation, and can be classified as disturbed upland scrub (Figure 3). A general description of disturbed upland scrub vegetative community is given below. 1. R etail Sales and Services (FLUCFCS 14101. The area of Retail Sales and Services is located on the northern portion of the site.. The Great American RV park has scattered scrub oaks (Quercus spp.) within the western portion. 2. D isturbed Upland Scrub (FLUCFCS 4360). Upland scrub vegetation on the property comprises native and exotic vegetation in the canopy, with recruitment of a combination of native scrub vegetation and nuisance species in the herbaceous layer. The dominant tree species are scrub oaks and earleaf acacia (Acacia auriculiformis). Herbaceous species include torpedo grass (Panicum repens.), Madagascar periwinkle (Caranthus roseus), wild grape (Vitis rotundifolia), ragweed (Ambrosia artemisiifolia), love vine (Cassytha filiformes), gopher apple (Licania michauxii), prickly pear cactus (Opuntia compressa), and coastal sand bur (Cenchrus spinifex). The project site has been severely impacted by historical clearing activities, which have led to invasion by exotic and nuisance species on the site. None of the site can be classified as environmentally sensitive land or intact native upland vegetation. Based solely upon observed scrub oak density and distribution, the undeveloped site was classified as Type II scrub jay habitat (Fitzpatrick, et al. 1991), where exotic vegetation has displaced native vegetation in the canopy and shrub layers. i Properties located north, south,. and west of the property contain Types II and III habitat. Both Types I and II habitat comprise native oaks, but Type II areas also contain cultivated and exotic vegetation. Although we did not quantify how much of these off -site areas the scrub jays use, data collected during this survey document scrub jay use of these off -site areas. f 2. Scrub -jay Nest Survey Four abandoned nests that likely were scrub jay nests were found on the property. Three of the nests are located in a scrub oak by j Playback Station 8 and one is located in a scrub oak by Playback Station 9. i 3. Scrubjg[ Survey Data sheets for this survey are included as Attachment 1. A survey data map depicting play -back station locations, number, identity, and location of scrub -jays seen at each station is included as Figure 4. I 5 I T •.F •aarc' ,ti^gf'i a' *$A[A� a- - .••a .. rvi 2F ,4 r '✓;+. Ca t t r:�,:" �f'yt�' ^ }'.�Y �7�`G �7F.4oS?iiW3F§ { ��.:a , aeda i ', � Y .� w 3.'. r , ti.1� ±F 1 x � f• ; N 4. 1 P L oca ti on .. yy: i.c•a. .. e : r� � ti ... dirt+` iw • y :. � R - ..,y . � MISS* _ , �, � e O W . ,tr 4 NO <N 43601D 1 g a � FLUCFCS Code Legend {. 1 1 S a l es • f Y Retail 1 11 .. S erv i ces 0 0 1 05D Km 4360/D • Scrub • "• Source: LABINS Aerial Photograph, State Plane, NA Florida East, 1999. Section I 1 Townshi 40 South, Range 43 East Fi ^ s P41 1 l • i / / /' •� of ` j _. wHr K.r - r:l :. ti' tt� ti. a »' tl Z�. � �`�• .S'. A•� • ^:".t*, " �.�, ... :x'� 7;n '�.. ' . �:d�� "S: , .��j .!'. �; #e�rx �'fi .. .+ • �i. �. t��1+� ,�b �'I F �� `1 $ . L n 1 ..• P r . ' �2� • i 1 r �t." '� r 1, {,, y'�t!', ' ,,y t .4c ro � ' d � I! ••; � , b +i�'x 1� �,'� �_• �• � „ ` �� 4 • 'SI 1'�' ar'�R � y ♦A F� � •f� • .° . r ;i� , i '� I +h �+ .A� :J. _ � ry •i � IY•' k. �i� � Y i � ..a �'i n. t • i � �. � L `'l��s"' }: i� . i,;ti�ir,' , •+ ".. 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'� :e�:�t�,A � r �•: q�•I, ,Cr�sta� 1 � :'� p�:1��'• •�.: �:; - .�,. ,,^^•,� - �'�• � "s �� '� •fir 1 - ... s� `"''�•�' "'. ".n: L. " ' ' i2 .� 1 — .� .3K, . �•F �t� r ^ • (s� _A +:'• �;t�;s,�:._ ,'rte. � t � y "� � ,, �� : " A l • '` i Jl:r3;�1 �'�tii'� �� -CKe •, � ��. FYw '. .7 ^r ri.:: . �:t.� .4. }��' [[[??? � ' •11 e 1 J { ITlyy: _ t ' E �oA:�� <rl .ti 1.- M.� n 1 ��;• M ( (� Le �` F ' .jaw ;` `' I` Ci�,�t :• ; fit. 11/111= Scrub-joy habitat type (Fitzgerald et al., 1991) Ir -' A# = number of times scrub jay "A" was observed in�� 0 100 200 Feet each area during 4 days of surveys O 0.025 0.050 Km'' : ,. ry (1.3 acre) estimated on -site scrub -jay territo Source: Palm Beach County Aerial Photograph, 2002 Section 30, Township 40 South, Range 43 East ❑ = survey station number ;_ • . I+ r—. t'.:_:_.. Wl ii� :.as:iw:Yi�:3�"- dY.e•:'i_•. -c'. �:.: >-:..: �- . ENVIRONMENTAL Scrub -jay Territory Map Figure: 4 N SERVICES, INC Atlantis at Tequesta Scrub -jay Survey Date: May 2004 Jupiter, Florida Palm Beach County Florida Project No.: EPO4070 j One group (hereby referred to as Group 1) of three scrub jays was observed intermittently using the western portions of the property. The majority of the observations were made at Playback Stations 6, 7, 8, 9, 10, 11, 12, 13, and 14 within the western portion of the property. On the first day of the survey, 3 May 2004, a total of three jays (A B & C) were observed at Playback Stations 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, and 14: A total of three jays (A B & C) were observed at Playback Stations 6, 7, 8, 9, 10, 11, 12, and 13 on the second day and were identified as Group 1. Only one scrub -jay was observed at Playback Stations 6, 7, 8, 9, 10, 11, 12,.and 13 on the third day. Only one scrub jay was observed at Playback Stations 6, 7, 8, 9, 10, 11, 12, and13 on the fourth day. Two of these birds were banded. Scrub jay A is an adult banded with a pink band on top of a blue band on the right leg and a silver band on top of a pink band on the left leg. Scrub jay B is an adult banded with a pink band on top of a blue band on the right leg and a silver band on top of a blue band on the left leg. Scrub jay C is believed to be an unbanded juvenile. On the first and second days scrub -jays were observed on the westernmost corner of the Great American RV park on the northern is concluded h hat the section of te probably forage on the adjacent prop erties. juvenile, forage for comprised of the banded female, banded male, and un- banded, j g a portion of their time each day in the off -site Type II,and III habitats. I. 4, Listed Species. No plants or other animals listed as protected by federal, ator state, or local environmental reguly agencies, nor any signs of such plants or animals, were observed within the parcel. III. SUMMARY A. Conclusions The scrub jay is the only federally listed threatened or endangered species found 1 on the Atlantis in Tequesta site. Data collected and analyzed during the four -day, survey reveal that the scrub jay group uses approximately 1.3 acres of the western property as part of its territory. Based on a suggested minimum sustainable i territory size of 13.5 acres per family group (Woolfenden and Fitzpatrick 1984), less than 10 percent of the groups territory is located on the Atlantis in Tequesta site. B. Regulatory Context Under the Endangered Species Act (ESA), Section 9, with respect to any endangered species of wildlife listed pursuant to Section 4, it is unlawful for any person to take any - officially listed species within the United States or its territories [ESA Section 9(1)(13)]. The term "take" is defined as "to harass, harm, pursue, hunt, shoot, wound, kill, trap, capture, or collect or to engage in any such conduct with respect to federally listed 8 r endangered species of wildlife" [ESA Section 3(18)]. The definition of "take" also includes significant habitat degradation or modifications that kill or injure listed species by significantly impairing essential behavioral patterns. In the case of Atlantis i Tequesta, any incidental take that may occur would be associated primarily with the take of portions of existing habitat during construction activities. Although highly unlikely, additional incidental take could occur in the form of injury to the birds themselves. i r I � J I r I 9 ATLANTIS AT TEQUESTA PARCEL SCRUB JAY SURVEY FIELD DATA SHEET. ENVIRONMENTAL SERVICES, INC. Observer: Todd Mimnau h # 1 of I Day 1 of 4 Date: 5/03/2004 Average Temperature: 73 OF Cloud Cover: 20 % . Wind Speed: <5 mph; Direction: from NE Visibility: ft Precipitation Previous Night: NA Precipitation Today: NA Survey Start Time: 7:30 am Survey End Time: 9:30 am Station Time at Results/Notes (# jay groups - #jays - #juveniles) No. Station Page 1 of 2 (from - to 1 7:30 — 7:33 No scrub jays observed. 2 7:35 — 7:38 No scrub jays observed. 3 7:40 — 7:43 No scrub jays observed. i 4 7:45 — 7:48 One scrub jay observed flying from the west, perches on an ear leaf acacia. Scrub Jay is banded. Right foot has a pink band on top of a blue band. Left foot has a silver band on top of a pink band. 5 7:52 — 7:55 Previously observed scrub jay follows me to the next station. Perches on an oak. 6 7:59 — 8:02 Previously observed scrub jay follows me to the next station. Perches on an oak. 7 8:05 — 8:08 An unbanded scrub jay flies in from the west. Perches right on station 7. The revioas scrub ja remains in the same tree. J 8 8:12 - 8:15 Unbanded jay follows me. Another scrub jay flies in from the southwest. This jay is banded with silver on top of blue on the left leg and pink on top of blue on the right. 9 8 :21— 8:24 All three scrub jays perched on trees responding to the tape. i 10 8:28 — 8:31 All three scrub jays perched on trees responding to the. tape. i ! 11 8:35 — 8:38 All three scrub jays perched on trees' to the tape. 12 8:41 — 8:44 The unbanded scrub jay flies to the north to the adjoining property and perches on an oak tree. The two banded jays respond to the tape. I I 13 8:48 — 8:51 The first scrub jay follows me to a near by scrub oak. 14 8:53 — 8:56 No scrub jays observed. 15 8:58 — 9:01 No scrub jays observed. 16 9:03 — 9:06 No scrub jays observed. 17 9 9:13 No scrub jays observed. 18 9:16 — 9:20 No scrub jays observed. i I i i I I I i l I ► ATLANTIS AT TEQUESTA PARCEL SCRUB JAY SURVEY FIELD DATA SHEET ENVIRONMENTAL SERVICES, INC. Observer: Todd Mimnaugh' # 1 of 1 Day __ _of 4 Date: 5/04/2004 Average Temperature: 73 ° F Cloud Cover: 20 Wind Speed: P <5 m h; Direction: from NE Visibility: ft Precipitation Today: NA " Precipitation Previous Night: 0.5 Preci P Survey Start Time: 7:30 am Survey End Time: 9:30 am Station Time at Results/Notes (# jay groups - #jays - #juveniles) N Page 1 of 2 No. Station (from - to) 1 7:30 — 7:33 No scrub jays observed. 2 7:35 — 7:38 No scrub jays observed. i 3 7:40 — 7:43 No scrub jays observed. ( 4 7:45 — 7:48 No scrub jays observed. I 5 7:50 — 7:53 No scrub jays observed. i I 6 7:55 — 7:58 One scrub jay observed flying from the west, perches on an ear leaf acacia. Scrub Jay is banded. Right foot has a pink band on top of a blue band. Left foot has a silver band on to of a pink band: I 7 8:00 — 8:03 The unbanded scrub jay flies in from the north. Perches right on station 7. The previous scrub 'ay remains in the same tree. 8 8:05 - 8:08 Unbanded jay and the first jay follow me. 9 8:10 — 8:13 The unbanded jay flies into an oak in the property to the north. up from the south and perches in an oak. 10 8:15 — 8:18 Both banded jays are perched on trees responding to the tape. The unbanded jay flies to the vacant pro to the north. 11 8:20 — 8:23 The jay that is banded with silver on top of blue on the left leg and pink on top of blue on the right flies to the vacant property to the north. The first scrub jay follows me and. erches on a tree and responds to the tape. 12 8 :25 — 8 :28 The first scrub jay follows me to a near by scrub oak. I j 13 8:30 — 8:33 The first scrub jay follows me to a near by scrub oak. 14 8:35 — 8:38 No scrub jays observed. 15 8:40 — 8:43 No scrub jays observed. 16 8:45 — 8:48 No scrub jays observed. 17 8:50 — 8:83 No scrub jays observed. 18 8:55 — 8:58 No scrub jays observed. { I f I I l r I Stormwater Management Report For Atlantis Tequesta, Florida 07 -19 -2004 02 -07 -2005 03 -14 -2005 01 -24 -2006 03 -01 -2006 Prepared By: Jeff H. Iravani, Inc. Consulting Engineers 1934 Commerce Lane, Suite 5 Jupiter, Florida 33458 Tel: (561) 575 -6030 Fax: (561) 575 -6088 Jeff H. Iravani, P.E. Florida Registration # 33155 1. Introduction The site is located on the west side of US HWY -1 approximately 1/8 mile south of County Line Road and consists of 5.98 ac of partially developed land. Half of the site is developed as a commercial /automotive use. The southern half of the property is vacant. A mixed use development with 70 residential condominium units and a10,000 sf spa are proposed. The drainage positive outfall shall be provided by a bubble up inlet on US HWY -1. Section 30, Township 40S, Range 43E, Village of Tequesta, Palm Beach County, Florida 2. Site Data Lot Area 5.96 ac Preserve 1.35 ac (Only 0.63 ac of preserve area drains into the basin) Design Area 5.24 ac Bldg 1.27 ac @ 100% imp Pools/Patio 0.17 ac @ 100% imp Pavt/sw 1.83 ac @ 95% imp Open space 1.09 ac Dry Det 0.25 ac Preserve 0.63 ac Imp. Area 3.18 ac % Imp Entire site 53.4% Drainage Area 60.7% 3. Design Criteria Water Quality V det req = 2.5 " /12x 3.18 ac = 0.66 A -F V (Req, VOT) _ (5yr -ldy) x %imp x A = 6.45 " /12 x 60.7% imp x5.24 ac = 1.71 A -F Vprop =2.51 A -F @ EL 16.0 see stage /storage data 5yr -24hr storm peak stage 15.08 FT, NGVD Min Pavt EL 16.80 FT 25yr -72hr storm peak stage 16.61 FT Min perim berm EL 16.70 FT 100yr -72hr storm peak stage 19.50 FT F.F.EL 19.60 FT Spa 26.0 FT Residence 1 ' 4. Water Table The water table is minimum of 15 ft below surface below the surface. HWT of 5.0 FT, NGVD is assumed. HWT is indicated at 10.0 FT in flood routing program in order to reduce the rows of 0.0 A -F in stage vs storage curve. 5. Utilities Village Of Tequesta & Loxahatchee River Environmental Control District would be providing water & wastewater services to this project. 6. Off -site Drainage There is no off -site Discharge into this parcel. 7. Wetlands There is no wetland on this parcel. 8. Pre/Post Dev- Development Q (PRE) = CIA Where; C = 0.3 I = I max 25yr -3days = I 60.50hr - I 59.5hr = 9.79 -6.10 = 3.69 IN A= 5.96 ac Q(PRE, 25yr -3day) = 0.3 x 5.24 ac x 3.69 " = 5.80 cfs Q (PRO, 25yr -3day) = 1.50 cfs (see drainage calc's) Peak Stage (25yr -3day) = 16.61 Min Perim Berm El = 16.70 9. Irrigation Groundwater / well shall be used for irrigation purposes. Water use permit from SFWMD has been applied for. 2 10. Exfiltration System K = 2.46E -03 CFS /FT H 2 = 3 (16 -13) FT D u = 3 FT W = 6 FT D 0 FT V(REQ) = 1.65 A -F x 12 IN/FT = 22.7 A -I L(REQ) = V /[K (H 2 W + 2 H2D u - D,, 2 + 2H 2 D,) + 1.39x 10 4 x WD J L(REQ) = 287 FT L(PRO) = 522 FT V(PRO) = 3.0 A -F 3 11. Pre/Post Dev- Development (FDOT) Q (PRE) = CIA Where; C = 0.3 I= I max =I 12.5hr -I 11.5hr A= 5.24 ac Q(PRE, 10yr -lday) = 0.3 x 5.24 ac x 3.08 " = 4.84 cfs Q (PRO, l Oyr -1 day) = 0.0 cfs (see flood routing) Q(PRE, 25yr -3day) = 0.3 x 5.24 ac x 3.69 " = 5.80 cfs Q (PRO, 25yr -3day) = 1.33 cfs (see flood routing) Q(PRE, 100yr -1 day) = 0.3 x 5.24 ac x 4.61 "= 7.25 cfs Q (PRO, 100yr -lday) = 1.04cfs (see drainage calc's) 100yr -Iday peak stage 16.48 FT, NGVD Min Perimeter berm el 16.60 FT, NGVD 4 S.F.W.M.D. INPUT DATA PROJECT NUMBER : 0403 -800 PROJECT NAME : Atlantis PROJECT DESCRIPTION : Residential Condo /Comm COMPONENT AREAS : 7 Component Type Starting Ending No. Name % Impervious Storage Elev. Area Elev. Area -------------------------------------------------------------------------------- 1. Dry Det 0 V 15.00 ft. 0.13 ac. N/A N/A 2. Pavt 95 L 16.80 ft. 0.00 ac. 25.80 ft. 1.83 ac. 3. Building 100 N 26.00 ft. 1.27 ac. N/A N/A 4. Dry Det Bank 0 L 15.01 ft. 0.00 ac. 19.00 ft. 0.12 ac. 5. Pools /Patio 100 L 25.50 ft. 0.00 ac. 26.00 ft. 0.17 ac. 6. Open Space 0 L 16.50 ft. 0.00 ac. 25.50 ft. 1.09 ac. 7. Preserve 0 L 25.00 ft. 0.00 ac. 29.70 ft. 0.63 ac. -------------------------------------------------------------------------------- WET SEASON WATER TABLE 10.00 ft 3 YR. /24 HR. RAINFALL 5.30 in 5 YR. /24 HR. RAINFALL 11.25 in 10 YR. /24 HR. RAINFALL 7.50 in 25 YR. /24 HR. RAINFALL 9.00 in 100 YR. /24 HR. RAINFALL 11.25 in DISCHARGE CANAL NAME US -1 MAX ALLOWABLE DISCHARGE 6.60 cfs LENGTH OF DISCHARGE PIPE 20.00 ft DIAMETER OF DISCHARGE PIPE 18.00 in N -VALUE OF DISCHARGE PIPE 0.0130 WEIR CREST ELEVATION 16.00 ft WEIR WIDTH 1.00 ft ORIFICE ELEVATION 14.00 ft ORIFICE HEIGHT 0.001 ft ORIFICE WIDTH 0.001 ft EXFILTRATION STORAGE 3.00 ac ft EXFILTRATION TRENCH DEPTH 3.80 ft Atlantis STORAGE DATA Dry Det = 0.13 ACRES @ 0% IMPERVIOUS = 0.00 ACRES Pavt = 1.83 ACRES @ 95% IMPERVIOUS = 1.74 ACRES Building = 1.27 ACRES @ 100% IMPERVIOUS = 1.27 ACRES Dry Det Bank = 0.12 ACRES @ 0% IMPERVIOUS = 0.00 ACRES Pools /Patio = 0.17 ACRES @ 100% IMPERVIOUS = 0.17 ACRES Open Space = 1.09 ACRES @ 0% IMPERVIOUS = 0.00 ACRES Preserve = 0.63 ACRES @ 0% IMPERVIOUS = 0.00 ACRES TOTAL PROJECT = 5.24 ACRES @ 61% IMPERVIOUS = 3.18 ACRES IMPERVIOUS AREA = 3.18 ACRES PERVIOUS AREA PROJECT AREA - IMPERVIOUS AREA 2.06 = 5.24 - 3.18 AVERAGE PROJECT ELEVATION = 23.20 FT. WET SEASON WATER TABLE ELEVATION AT 10.00 FT. SUBSURFACE STORAGE: OVERALL DEPTH = 23.20 - 10.00 = 13.20 FT. FROM S.F.W.M.D. BASIS OF REVIEW USABLE STORAGE = 10.9 IN. VOLUME = (10.9/12)( 2.06 AC.)(0.75) = 1.40 AC. FT. INITIAL ABSTRACTION (S) = 1.40 / 5.24 = 0.268 FT. = 3.22 IN. Dry Det STORAGE = 0.23 AC. FT. EXFILTRATION STORAGE = 3.00 AC. FT. TOTAL ONSITE STORAGE = 0.23 + 3.00 + 1.40 4.64 AC. FT. LAKE STORAGE IS VERTICAL FROM ELEV. 15.00 UP. SURFACE STORAGE IS LINEAR FROM ELEV. 25.00 TO 29.70 SURFACE STORAGE IS VERTICAL FROM ELEV. 29.70 UP. Atlantis STORAGE DATA STAGE LAKE STORAGE EXFILTRATION STORAGE SURFACE STORAGE TOTAL - - - -- -------------- - - - - -- --------- - - - - -- - - - -- FT. AC. FT. AC. FT. AC. FT. AC. FT. 10.00 0.00 0.00 0.00 0.00 10.50 0.00 0.00 0.00 0.00 11.00 0.00 0.00 0.00 0.00 11.50 0.00 0.00 0.00 0.00 12.00 0.00 0.00 0.00 0.00 12.50 0.00 0.00 0.00 0.00 13.00 0.00 0.00 0.00 0.00 13.50 0.00 0.39 0.00 0.39 14.00 0.00 0.79 0.00 0.79 14.50 0.00 1.18 0.00 1.18 15.00 0.00 1.58 0.00 1.58 15.50 0.07 1.97 0.00 2.04 16.00 0.13 2.37 0.01 2.51 16.50 0.19 2.76 0.03 2.99 17.00 0.26 3.00 0.08 3.34 17.50 0.33 3.00 0.20 3.53 18.00 0.39 3.00 0.42 3.81 18.50 0.46 3.00 0.72 4.17 19.00 0.52 3.00 1.11 4.63 19.50 0.59 3.00 1.59 5.17 20.00 0.65 3.00 2.14 5.79 ---- - - - - -- SEE STAGE / STORAGE CURVE ---- - - - - -- 100 YEAR FLOOD PLAIN ---------------------- 24 HR. RAINFALL = 11.3 IN. - - -:3 DAY RAINFALL = (11.3) (1.359) = 15.3 IN. (15.3 - (.2) (3.22)) "2 RUNOFF = --------------- - - - - -- = 12.0 IN. 15.3 + (.8) (3.22) VOLUME IN = ( 12.0/12) ( .5.2) = 5.2 AC. FT. FROM STAGE / STORAGE CURVE - -- FLOOD STAGE = 19.50 FT. MINIMUM BUILDING PAD AT ELEVATION 26.00 FT. Atlantis 5 YEAR 24 HOUR TIME TIME RAIN TOTAL TOTAL TOTAL DIS- DIS- TOTAL VOLUME INCR TOTAL RATIO RAIN RUNOFF RUNOFF CHARGE CHARGE DISCHG STORED STAGE - - -- - - - -- - - - -- - - - -- - - - - -- ------ - - - - -- - - - - -- - - - - -- - - - - -- - - - -- hrs. hrs. % in. in. ac.ft. cfs ac.ft. ac.ft. ac.ft. ft. 0.00 0.00 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 15.00 10.00 10.00 0.213 1.38 0.14 0.06 0.00 0.00 0.00 0.06 15.00 1.00 11.00 0.269 1.75 0.28 0.12 0.00 0.00 0.00 0.12 15.00 0.50 11.50 0.319 2.07 0.44 0.19 0.00 0.00 0.00 0.19 15.00 0.25 11.75 0.479 3.11 1.07 0.47 0.00 0.00 0.00 0.47 15.00 0.25 12.00 0.656 4.26 1.92 0.84 0.00 0.00 0.00 0.84 15.00 0.50 12.50 0.729 4.74 2.29 1.00 0.00 0.00 0.00 1.00 15.00 0.50 13.00 0.767 4.99 2.49 1.09 0.00 0.00 0.00 1.09 15.00 1.00 14.00 0.818 5.32 2.77 1.21 0.00 0.00 0.00 1.21 15.01 10.00 24.00 1.000 6.50 3.78 1.65 0.00 0.00 0.00 1.65 15.08 PEAK STAGE = 15.08 FT. PEAK DISCHARGE = 0.00 CFS MAXIMUM ALLOWABLE DISCHARGE = 6.60 CFS WEIR CREST ELEVATION = 16.00 FT. WEIR WIDTH = 1.00 FT. Atlantis 10 YEAR 24 HOUR TIME TIME RAIN TOTAL TOTAL TOTAL DIS- DIS- TOTAL VOLUME INCR TOTAL RATIO RAIN RUNOFF RUNOFF CHARGE CHARGE DISCHG STORED STAGE - - -- - - - -- - - - -- - - - -- - - - - -- - - - - -- - - - - -- - - - - -- - - - - -- - - - - -- - - - -- hrs. hrs. % in. in. ac.ft. cfs ac.ft. ac.ft. ac.ft. ft. 0.00 0.00 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 15.00 10.00 10.00 0.213 1.60 0.22 0.10 0.00 0.00 0.00 0.10 15.00 1.00 11.00 0.269 2.02 0.41 0.18 0.00 0.00 0.00 0.18 15.00 0.50 11.50 0.319 2.39 0.62 0.27 0.00 0.00 0.00 0.27 15.00 0.25 11.75 0.479 3.59 1.41 0.62 0.00 0.00 0.00 0.62 15.00 0.25 12.00 0.656 4.92 2.44 1.07 0.00 0.00 0.00 1.07 15.00 0.50 12.50 0.729 5.47 2.89 1.26 0.00 0.00 0.00 1.26 15.01 0.50 13.00 0.767 5.75 3.14 1.37 0.00 0.00 0.00 1.37 15.01 1.00 14.00 0.818 6.14 3.46 1.51 0.00 0.00 0.00 1.51 15.01 10.00 24.00 1.000 7.50 4.67 2.04 0.00 0.00 0.00 2.04 15.49 PEAK STAGE = 15.49 FT. PEAK DISCHARGE = 0.00 CFS - MAXIMUM ALLOWABLE DISCHARGE = 6.60 CFS WEIR CREST ELEVATION = 16.00 FT. WEIR WIDTH = 1.00 FT. Atlantis 25 YEAR 72 HOUR TIME TIME RAIN TOTAL TOTAL TOTAL DIS- DIS- TOTAL VOLUME INCR TOTAL RA'D'IO RAIN RUNOFF RUNOFF CHARGE CHARGE DISCHG STORED STAGE -- - - - - -- - - - - -- - - - - -- - - - - -- hrs. hrs. % in. in. ac.ft. cfs ac.ft. ac.ft. ac.ft. ft. 0.00 0.00 0.000 0.00 0.00 0.00 0.00 0.00 .0.00 0.00 15.00 5.00 5.00 0.030 0.27 0.00 0.00 0.00 0.00 0.00 0.00 15.00 5.00 10.00 0.061 0.55 0.00 0.00 0.00 0.00 0.00 0.00 15.00 5.00 15.00 0.091 0.82 0.01 0.00 0.00 0.00 0.00 0.00 15.00 5.00 20.00 0.122 1.10 0.06 0.02 0.00 0.00 0.00 0.02 15.00 4.00 24.00 0.146 1.31 0.12 0.05 0.00 0.00 0.00 0.05 15.00 4..00 28.00 0.182 1.64 0.23 0.10 0.00 0.00 0.00 0.10 15.00 4.00 32.00 0.217 1.95 0.38 0.17 0.00 0.00 0.00 0.17 15.00 4.00 36.00 0.257 2.31 0.57 0.25 0.00 0.00 0.00 0.25 15.00 4.00 40.00 0.288 2.59 0.74 0.32 0.00 0.00 0.00 0.32 15.00 4.00 44.00 0.324 2.92 0.94 0.41 0.00 0.00 0.00 0.41 15.00 4.00 48.00 0.359 3.23 1.15 0.50 0.00 0.00 0.00 0.50 15.00 4.00 52.00 0.404 3.64 1.44 0.63 0.00 0.00 0.00 0.63 15.00 4.00 56.00 0.496 4.46 2.07 0.91 0.00 0.00 0.00 0.91 15.00 2.00 58.00 0.572 5.15 2.63 1.15 0.00 0.00 0.00 1.15 15.01 1.00 59.00 0.628 5.65 3.05 1.33 0.00 0.00 0.00 1.33 15.01 0.50 59.50 0.678 6.10 3.43 1.50 0.00 0.00 0.00 1.50 15.01 0.25 59.75 0.847 7.62 4.78 2.09 0.00 0.00 0.00 2.09 15.54 0.25 60.00 1.015 9.14 6.16 2.69 0.23 0.02 0.00 2.69 16.18 0.50 60.50 1.088 9.79 6.77 2.96 0.90 0.07 0.03 2.93 16.43 0.50 61.00 1.126 10.13 7.09 3.10 1.23 0.10 0.07 3.03 16.53 1.00 62.00 1.177 10.59 7.52 3.28 1.50 0.12 0.18 3.10 16.61 1.00 63.00 1.209 10.88 7.79 3.40 1.48 0.12 0.31 3.10 16.61 1.00 64.00 1.239 11.15 8.05 3.51 1.45 0.12 0.43 3.09 16.60 1.00 65.00 1.257 11.31 8.20 3.58 1.28 0.11 0.54 3.04 16.55 1.00 66.00 1.275 11.48 8.35 3.65 1.16 0.10 0.64 3.01 16.52 6.00 72.00 1.359 12.23 9.07 3.96 0.69 0.06 1.10 2.86 16.36 PEAK STAGE = 16.61 FT. PEAK DISCHARGE = 1.50 CFS MAXIMUM ALLOWABLE DISCHARGE = 6.60 CFS WEIR CREST ELEVATION = 16.00 FT. WEIR WIDTH = 1.00 FT. Atlantis . .� Township /Section £ ♦ A State: Florida Township: 40 - ° South Range: 43 East Section: 30 __.._ .,`awe. ,w.o.o.. - ,w. .. M:rrut'i+�'+►.n - d Search 34 ` M1�r A 7 A.5 +Sn CopyriyhtQ2OO5 LandVc .:0._'.C' _... ...1I:... -_ iii. ,• w 1 APPEND; A. A ENGIN'EERIN'G AND TESTING, INC. 860 JUPITER PART: DRIVE, UNIT # 1 JUPITER, FI.ORIY)A 33458 LOCAL OFFICE: (561) 745 -1060 FAX: (561) 745 -0981 (888) 339 -SOIL EXFILTRATION TEST South Florida Water Management District - Vsual Open Role Test Client: The Vara Group Project No: 04 -1574 4521 PGA Boulevard, Suite 308 Report No: -- Palm Beach Gardens, FL 33418 Report bate: July 13, 2004 Site: Atlantis @ Tequesta Test Date: July 9, 2004 Tequesta, palm Beach County, Florida SOIL PROFILE Test Location: EX -1 Depth feet Soil Description (see Boring 0-6'/2 Very light gray fine sand Location Plan) be th to Water Table from Ground Surface (feet)' CALCULATION OF HYDRAULIC CONDUCTIVITY Ground Surface K Hydraulic Conductivity i 2.46 x 10' cfs/ ft — ft head ! Stabilized Flow Rate 4.77x 10 -12 4 j cubic ft n.- second j Diameter of Test Dole d ! d j 0.33 H2 (feet Water Table HZ Depth to 'Water Table i 6.0* (feet) i ! ! D Saturated Hole Depth T DS (feet) 0.0 4Q Notes: "Assumed value for calculation. K r icd(2H_ + 4H H Distribution: Reviewed by: Client (3) A. M. ENG NEERINC b TESTING, INC. RGA/sh Rebecca Chant Ascoli, P.B. Florida Registration No. 51863 1',SERYBR- W,V..CompwW1 C.O.D. JobsI ne faro GroupW -W4 - dllunds ® req. - EX Form - SFWAd.D Form - Usual Open Hole.doc Water table, ft 6 Water table, in 0 Depth of screen 6 ID of screen 4 Gallons of water 5 Time, minutes 0 Time, seconds 14 K= 2.46E -03 CFS/Ft -Ft. of head Q= 4.77E -02 CFS d= 0.33 Feet Hz 6.00 Feet Ds= 0.00 Feet 1LSERYER- AMEECompaayICO.D, Jobs IThe Vara Oro tip 104 -1x74 -A 11anlis C Teq. EX Form - SFFPhfD Form - Umal Open Xole.doc ! F �'� - �,•,�' North Tontr I S tea. y'r ...': _ •�• ? =� r� „ ^�'" ].. f Q `':, '! svcr'rh rulvel _ 1 M ;o rF/h„ rGv, rr, nip '. A ,. I (7f TNll(', tc i DATE: THE VAPA GROUT' 7/9!04 PROJECT NO: BORING LOCATION PLAN 04.1574 GEO'rECffNICAL EXPLORATION A. M. EN GINEERING AND TESTING, INC. ATLANTIS @ TEQUESTA 860 JUPITER PARR bnlvr UNIT 1 TEQUEST PALM BEACH COUNTY FLORIDA Juprmt, FLOR 33458 TEL; 561) 745 -1060 Fnx: (561 ) 745 -0981 i GEOTECHNICAL ENGINEERING SERVICES 746 U.S. HIGHWAY ONE TEQUESTA, PALM BEACH COUNTY, FLORIDA PROJECT NO. 04-1490 JUNE 2004 Prepared for The Vara Group Attention: Mr. Dominic Vara 4521 PGA Boulevard, Suite 308 Palm Beach Gardens, FL 33418 Prepared by A. M, Engineering and Testing, Inc. 860 Jupiter Park Drive, Unit #1 Jupiter, Florida 33458 Phone: 561 -745 -1060 Fax: 561- 745 -0981 A. M. ENGINEERING AND TESTING, INC. 860 JUPITER PARK DRIVE, UNIT 1 JUPITER, FLOREDA 33458 (561) 745 -1060 arFICE - ( 561) 7454981 FAX June 21, 2004 The Vara Group Attn: Mr. Dominic Vara 4521 PGA Boulevard, Suite 308 Palm Beach Gardens, Florida 33418 Re: Preliminary Geotechnical Exploration - Proposed Atlantis at Tequesta 746 U.S. Highway One, Tequesta, Palm Beach County, Florida Project No. 04 -1490 Ladies and Gentlemen: A. M. Engineering and Testing, Inc. is pleased to submit this report of our preliminary geotechnical exploration for the referenced project. This letter describes the completed field services and presents our findings and conclusions based on the encountered soil conditions. Additional explorations and testing will be necessary. PROJECT DESCRIPTION The project site comprises 9.5 acres located on the west side U.S. Highway 1 south of County Line Road. The proposed construction consists of two 12 story towers with footprints of approximately 13,650 square feet each and two smaller one to two story structures with footprints of 4,000 and 8,000 square feet. Two levels of underground parking are planned below the taller buildings (approximately 15 feet below grade). The maximum column loads for the towers were reported to be 2,000 kips; the maximum column and wall loads for the smaller structures were anticipated to be less than 30 kips and five kips per linear foot respectively. We received copies of the Boundary and Topographic Surveys prepared by Donald 0. Daniels, Inc. for the north and south parcels. The surveys indicated that the site is located in Government Lot 1, Section 30, Township 40 South, Range 41 East. The site slopes up from approximately elevation 16 feet NGVD on the east end to elevation 26 in the proposed locations of the towers. If any of the above information is incorrect, A. M. Engineering should be advised immediately to review our recommendations and revise them as needed. A. M. LNGINIMING AND TESTING* INC. Preliminary Geotechnical Exploration Atlantis @ Tequesta Project No, 04 -1490 FIELD EXPLORATIONS The subsurface conditions below the proposed footprints of the buildings were explored on June 3, 2004, with ten (10) Cone Penetrometer soundings (CPT) and three (3) Auger Borings (AB). The drill crew met our client at the site. The approximate locations of the explorations are noted on the Boring Location Plan. The depths on the boring logs indicate depth below the existing ground surface at the time the explorations were completed. The CPT soundings were performed in general compliance with ASTM D 3441, "Deep Quasi - Static, Cone and Friction -Cone Penetration Tests of Soils ", and the auger borings with ASTM D 1452, "Practice for Soil Investigation and Sampling by Auger Borings ". USGS TOPOGRAPHICAL AND USDA SOIL SURVEY INFORMATION We reviewed the USGS 7.5- minute series quadrangle topographic map of the area, entitled Jupiter, FL. The USGS map showed the project site is located on a dune -like ridge with elevations in the project vicinity ranging from 15 feet NGVD on the east side to over 25 feet NGVD on the west half. The Soil Survey of the Palm Beach County Area by the U.S. Dept. of Agriculture identified the main soil type in the project vicinity as St. Lucie sand, 0 to 8 percent slopes (ScB). St. Lucie soils are nearly level to sloping, excessively drained, deep sandy soils on long, narrow, dune -like ridges near the Atlantic coast. Under natural conditions the water table is below a depth of six feet. FINDINGS Our field crew described the site as sloped (down to the east) with surrounding vegetation including oaks and weeds. They observed the same development on the site as noted in the boundary surveys: two single story commercial buildings with paved areas on the north parcel and a burned residence on the south parcel. The subsurface soils encountered in the auger borings generally consisted of sands with some surficial vegetation underlain by sands to the bottom of the borings at depths of six. The friction ratios from the CPT soundings indicate clean granular soils throughout the entire explored depths. The seven CPT soundings in the footprints of the one and two story buildings and the south tower indicated the soils were generally loose to firm to depths of 10 feet, and firm to medium dense from 10 to 20 feet, the termination depth of the majority of the soundings. CPT -3 in the north low -rise building was terminated at a depth of 15 feet due to refusal. 2 A. M. ENGINEERING AND TESTING, INC. Preliminary Geotechnical Exploration Atlantis @ Tequesta Project No. 04 -1490 i The remaining three soundings in the footprint of the north tower detected firm to medium dense soils with non - continuous layers of dense to very dense soils to depths of 20 feet, the termination of the shallow soundings. The two deep soundings, one in the center of each tower, indicated firm to medium dense soils from depths of 20 to approximately 40 feet, underlain by dense to very dense soils with loose lenses. Both soundings were terminated due to refusal at depths of 41 and 48 feet. Ground water was more than six feet below the existing ground surface at the time the auger borings were completed. We anticipate that the water table at this site will be 15 to 20 feet below the existing grade. DISCUSSIONS AND RECOMMENDATIONS One and Two Story Buildings At the locations tested, the explorations indicate generally suitable subsurface soil conditions for support of one and two story structures using shallow footing foundations after the standard good practice site preparation procedures are followed. Towers The initial soils data indicate that a mat foundation may be feasible. Preliminary calculations considering a 15 -foot excavation for the parking levels and a total building load of four kips per square foot (ksf), approximately 300 pounds per square foot per floor, gave total settlements on the order of 1 %z inches for the soil layers between depths of 15 and 50 feet. However, we do not have any information regarding the deep soil conditions which could influence the behavior of a large mat foundation. Alternatively soil improvement techniques such as stone columns could be used to increase the soil bearing capacity below isolated column footings. Allowable bearing capacities of eight ksf are achievable. The depth of improvement would depend on the footing size. Considering a 2,000 kip column load, improvement would need to extend to depths of at least 20 to 25 feet below the bottom of the excavation. The CPT soundings appear to have encountered a layer of very dense soil/rock that could ' provide a bearing layer for a deep foundation, typically augered cast -in -place piles or caissons. Additional Standard Penetration Test borings will be necessary to confirm the thickness and relative density of the bearing layer before pile capacities can be provided. 3 A. M. ENGINEERING AND TESTING, INC. Preliminary Geotechnical Exploration Atlantis @ Tequesta Project No. 04 -1490 Please note that the above findings are based on a limited number of soil borings to limited depths. Additional testing should be performed below the proposed building locations to verify the depth and thicknesses of the suitable bearing layers before a foundation system is selected. Roadways and Underground Utilities Based on the borings, the soils are suitable for support of the access drives and parking areas using typical pavement profiles. Construction of the roads should conform to the latest FAOT specifications. The soils excavated during the utility installations will be suitable for use as backfill in the utility trenches. Additional Explorations As mentioned in the previous sections, additional borings are. required below all the structures in order to prepare final foundation recommendations. The explorations below the low -rise buildings should extend to depths of 15 feet. The borings for the towers should extend to depths of about 100 feet depending on the soil conditions. CLOSURE This report is for the exclusive use of our client in the "design and construction of the previously described project. The right to rely on this report may not be assigned without written permission of A. M. Engineering and Testing, Inc. This report has been prepared in accordance with generally accepted geotechnical engineering practices in the State of Florida. No other warranty, expressed or implied, is made. We do not guarantee performance in any respect, only that our work meets normal standards of professional care. Our recommendations are based on the project information furnished to us, the results of outfield explorations and our past experience. They do not reflect variations in subsurface conditions that may exist between our borings and in unexplored areas of the site. The nature and extent of such variations may not become evident until further explorations are made or construction is underway. Should such ' variations be observed, we recommend that A. M. Engineering and Testing, Inc. be requested to observe the actual site conditions and re- evaluate our recommendations, if necessary. Environmental concerns, including (but not limited to) the possibility that hazardous materials or petroleum contaminated soils or groundwater may be present on the project 4 A. M. E NGINEEWNG AND TESTING, INC. Preliminary Geotechnical Exploration Atlantis Q Tequesta Project No. 041490 site, were not included in the scope of work. Furthermore, our explorations did not include determination or delineation of "wetland" areas. A. M. Engineering and Testing, Inc. has appreciated the opportunity to assist you with this phase of your project. If you have any questions regarding this report or need any further information, please call us. Respectfully submitted, A. M. ENGINEERING AND TESTING, INC. Kevin Ferguson, P.E. �becca Grant Ascoli, P.E. Project Engineer Senior Geotechnical Engineer Florida Registration No. 51863 KF/RGA:sh Attachments: Boring Location Plan Key to Soil Classification CPT Soundings (10) Boring Logs (3) CC: Client (3) C; Documents and SettingslrgascoINVy Document L4M- Jup1ReporutCommercial BldpWilamis ® Teq, Commercial Pre, REV.doc 5 <—, i _ x CPT -i 1i ; t ff X CPT -3 CPT -Z r, ^ALL /'!::�•� a� `. _ �i X CPT -5 X CPT-4 K CPT -6 4 CPT4 K CPT -10 ~ X CPT-8 x CPT -9 THE VARA GROUP DATE: 613104 PROIECT'NO: BORING L PLAN 044490 GEOTECHNICAL EXPLORATION A.M. ENGINEERM..G ANb TWTN!q ANC. ATLANTIS (Qa • TEQUESTA 860 JurrrERPP Au D0uYF, VNiT I 1UP 1•TER, PL'O RIDA 33458 U.S. HIGHWAY ONE, TEQUESTA E (561)745 -1060 Fix (561)745-0981 PALM BEACH COUNTY, FLORIDA A. M. ENGINEERING ANn TESTING, INC. KEY TO SOIL CLASSIFICATION i I. CLASSIFICATION OF SOIL CONSTITUENTS BY PARTICLE SIZE Category Particle Diameter Silt and Clay Less than 0.0029 inch (0.074 mm) [not visible to human e Sand Fine — 0.0029 inch to 0.017 inch (0.074 mm to 0.42 nun) Medium — 0.017 inch to 0.079 inch (0.42 to 2.0 corn) Coarse — 0.079 inch to 0.19 inch (2.0 to 4.75 mm) Gravel Fine — 0.19 inch to 0.75 inch Coarse — 0.75 inch to 3 inches Cobbles 3 to 12 inches Boulders Greater than 12 inches * Unified Soil Classification System (ASTM D 2487 -93) II, AMOUNT OF MINOR CONSTITUENTS IN SOIL Content of Minor SOIL Constituents Modifier Content of ORGANIC Components* (Shell, Silt, etc.)* 2% to 5% Trace 1% to 2% 5% to 12% Little 2% to 4% 12% to 30 % Some 4% to 8% 30% to 50% And Greater than 8% * Approximations based on visual examination of samples and results of laboratory analyses, if available. HX. CORRELATION OF RELATIVE DENSITY AND CONSISTENCY WITH STANDARD PENETRATION RESISTANCE, N, AND CONE PENETROMETER RESISTANCE, a SANDS and GRAVEL SILTS and CLAYS Blows /foot Relative Res t nce Blows /foot Consistency Resistance N Density is N tsfl 0-4 Very loose 0-15 0-2 Very soft 0-3 5-10 Loose 20-40 3-4 Soft 4 -6 11-20 Firm 40-80 5-8 Firm 7-12 21-30 Medium dense 85-120 9-15 Stiff 13-25 31-50 Dcnsc 1 125-200 1 1 16-30 1 Very stiff 25-50 Over 50 1 Very dense Over 200 1 Over 30 Hard Ovcr 50 A. M. ENGINEERING AND TESTING, INC. Client The Vara Group 06103/04 Project Atlantis Q Tequesta, US Highway 1 Project No. 04 -1490 Tequesta, Palm Beach County, Florida Location CPT -1, East Side of the Southeast Building Elevation Existing Grade Water Table N/A Field Party DR/JO Rig # 2 Cone Bearing - TSF Friction Ratfo Depth 0 50 100 150 200 250 0 2 4 6 8 P P+$ qc FR Meters 0 D 4 8 3.3 0.2 5 7 10 6.6 0.4 20 25 40 1.7 0.6 I- Hf I I I I III 25 30 50 0.8 0.8 30 33 60 0.4 1 25 27 50 0.8 1.2 25 28 50 1.3 1.4 25 30 50 1.3 1.6 5 5 25 30 50 1.3 1.8 28 33 56 1.2 2 25 30 50 1.3 2.2 25. 30 50 0.8 2.4 25 28 50 1.1 2.6 26 30 52 1.3 2.8 30 35 60 1.3 3 32 38 64 1.0 3.2 10 10 35 40 70 0.6 3.4 35 38 70 0.9 3.6 32 37 64 1.0 3.8 30 35 60 1.1 4 30 35 60 1.1 4.2 27 32 54 0.7 4.4 30 33 60 1.1 4.6 15 15 30 35 60 0.9 4.8 32 36 64 1.0 5 32 37 64 2.1 5.2 30 40 60 1.1 5.4 35 40 70 1.9 5.6 30 40 60 2.2 5.8 L a a 35 45 70 1.9 6 35 45 70 0.0 6.2 20 20 25 25 30 30 35 35 A. M. ENGINEERING AND TESTING, INC. Client The Vara Group 06/03/04 Project Atlantis @ Tequesta, US Highway 1 Project No. 04 -1490 Tequesta, Palm Beach County, Florida ` Location CPT -2, West Side of the Southeast Building Elevation Existing Grade Water Table NIA Field Party DR/JO Rig # 2 Cons Bearing - TSF Friction Ratio Depth 0 50 100 150 200 250 0 2 4 6 8 P P +$ qC FR Meters 0 0 7 14 2.829 0.2 10 13 20 1.3 0.4 20 22 40 1.7 0.6 25 30 50 0.8 0.8 25 28 50 1.3 1 20 25 40 1.3 1.2 15 19 30 1.3 1.4 15 18 30 1.3 1.6 5 5 17 20 34 0.8 1.8 18 20 36 0.7 2 20 22 40 0.7 2.2 20 22 40 1.0 2.4 22 25 44 0.8 2.8 28 30 56 1.2 2.8 30 35 60 1.1 3 10 10 35 40 70 0.9 3.2 35 40 70 0.9 3.4 1+1 ------ 35 40 70 1.9 3.6 40 50 80 1.0 3.8 42 48 84 1.6 4 40 50 80 0.8 4.2 50 55 100 0.4 4.4 50 53 100 0.7 4.8 15 15 50 55 100 0.7 4.8 J O 45 50 00 0.9 5 42 48 84 0.8 5.2 Oi 40 45 80 1.3 5.4 40 48 80 0.5 5.6 a 40 43 80 1.0 5.8 42 48 84 0.8 6 42 47 84 0.0 6.2 20 20 25 25 30 3D 35 35 A. M. ENGINEERING AND TESTING, INC. Client The Vara Group 06/03/04 Project Atlantis @ Tequesta, US Highway 1 Project No. 04 -1490 Tequesta, Palm Beach County, Florida Location CPT -3, Center Area of the Northeast Building 1 E=levation Existing Grade Water Table N/A Field Party DR/JO Rig # 2 Cons Bearing - TSF Friction Ratio Depth 0 50 100 150 200 250 0 2 4 6 8 P P +S qc FR Meters 0 0 9 18 1.467 0.2 10 12 20 1.3 0.4 15 17 30 0.9 0.6 18 20 36 1.1 0.8 22 25 44 1.5 1 20 25 40 1.0 1.2 25 28 50 1.3 1.4 25 30 50 1.3 1.6 5 5 30 35 60 0.9 1.8 30 34 60 1.1 2 25 30 50 0.5 2.2 28 30 58 0.9 2.4 32 36 64 1.0 2.6 35 40 70 0.9 2.8 40 45 80 0.9 3 10 10 40 45 80 0.8 3.2 40 45 80 0.8 3.4 40 45 80 0.8 3.6 35 40 70 0.9 3.8 25 30 50 1.3 4 15 20 30 1.3 4.2 15 18 30 4.4 4.4 70 80 140 0.9 4.6 15 15 160 190 360 0.4 4.8 250 260 500 ##### 5 Refusal � a 20 20 25 25 I 30 30 35 35 A. M. ENGINEERING AND TESTING, INC. Client The Vara Group 06!03/04 Project Atlantis Q Tequesta, US Highway 1 Project No. 041490 Tequesta, Palm Beach County, Florida Location CPTA SouthTower Building Elevation Existing Grade Water Table N/A Field Party DR/JO Rig # 2 Cone Bearing - TSF Friction Ratio Depth 0 50 100 150 200 250 0 2 4 6 8 P P +S qc FR Meters 0 0 7 14 0.943 0.2 8 9 16 8.3 0.4 40 50 80 1.7 0.6 45 55 90 0.7 0.8 40 45 80 0.8 1 - 30 35 60 0.4 112 23 25 46 0.9 1.4 20 23 40 1.0 1.6 5 5 20 23 40 1.7 118 21 26 42 1.6 2 22 27 44 0.6 2.2 25. 27 50 1.3 2.4 25 30 50 1.3 2.6 30 35 60 1.3 2.8 32 38 64 1.0 3 35 40 70 0.9 3.2 lot 10 40 45 80 1.7 3.4 50 60 100 0.9 3.6 55 62 110 1.2 3.8 50 60 100 1.3 4 60 70 120 1.1 4.2 60 70 120 1.1 4.4 60 70 120 1.1 4.6 15 15 55 65 110 1.2 4.8 50 60 100 1.3 5 40 50 6o 112 512 _ 30 37 60 1.1 5.4 _ 35 40 70 0.9 5.6 40 45 80 0.8 5.8 G I L _ 35 40 70 2.3 5 22 34 44 0.0 6.2 20 20 25 25 30 30 35 35 A. M. ENGINEERING AND TESTING, INC. Client The Vara Group 06/03/04 Project Atlantis @ Tequesta, US Highway 1 Project No. 04 -1490 Tequesta, Palm Beach County, Florida Location CPT -5, 5outhTower Building Elevation Existing Grade Water Table N/A Field Party DR/JO Rig # 2 Cone Bearing • T8F Friction Ratio Depth 0 50 100 150 200 250 0 2 4 6 8 P pts qc FR Meters 0 0 8 16 0.825 0.2 9 10 18 1.5 0.4 - 15 17 30 2.2 0.6 25 30 50 1.3 0.8 25 30 50 1.1 1 25 29 50 0.8 1.2 20 23 40 0.7 1.4 18 70 36 1.1 1.6 5 5 17 20 34 1.2 1.8 20 23 40 1.7 2 20 25 40 3.3 2.2 40. 50 80 0.8 2.4 20 25 40 1.7 2.6 20 25 40 1.7 2.8 25 30 50 1.3 3 10 10 25 30 50 1.3 3.2 40 45 80 1.7 3.4 40 50 80 0.8 3.6 50 55 100 1.3 3.8 50 60 100 1.3 4 �7 50 60 100 1.3 4.2 50 60 100 0.7 4.4 50 55 100 1.3 4.6 1g 15 45 55 90 1.5 4.8 40 50 80 1.0 5 30 36 60 0.7 5.2 20 23 40 0.7 5.4 15 17 30 2.2 5.6 a 12 17 24 1.7 5.8 o a 15 18 30 0.9 6 18 20 36 0.0 6.2 20 20 ' 4 25 I 25 I 30 - 30 IiL I 35 35 A. M. ENGINEERING AND TESTING, INC. Client The Vara Group 06/03/04 Project Atlantis @ Tequesta, US Highway 1 Project No. 04 -1490 Tequesta, Palm Beikch County, Florida Page No. 1 of 2 Location CPT -6, South Tower Building ! Elevation Existing Grade Water Table N/A Field Party DR/JO Rig # 2 Cone Bearing - TSF Friction Ratio Depth 0 5o 100 150 200 250 0 2 4 6 8 P P +S qc FR Meters 0 0 15 30 0.44 0.2 15 16 30 1.3 0.4 15 18 30 2.2 0.6 20 25 40 1.0 0.8 20 23 40 1.0 1 - 20 23 40 1.3 1.2 _ 18 22 36 1.1 1.4 20 23 40 0.7 1.6 5 - - 5 20 22 40 1.0 1.8 18 21 36 1.1 2 20 23 40 1.0 2.2 20 23 40 0.7 2.4 20 22 40 0.7 2.6 20 22 40 1.0 2.8 21 24 42 1.6 3 10 10 20 25 40 1.0 3.2 30 33 60 11 3.4 40 45 80 0.8 3.6 35 40 70 1.9 3.8 40 50 80 1.7 4 45 55 90 1.0 4.2 40 47 80 2.5 4.4 35 50 70 2.8 4.6 15- 15 35 50 70 1.1 4.8 32 38 64 1.0 5 30 35 60 1.1 5.2 20 25 40 1.7 5.4 25 30 50 0.8 5.6 30 33 60 1'.8 5.8 $ C 30 38 60 0.2 6 32 33 64 1.0 6.2 20 20 35 40 70 0.9 5.4 _ 35 40 70 1.1 6.6 42 48 84 1.6 6.8 40 50 80 0.8 7 _ 45 50 90 1.5 7.2 50 60 100 1.3 7.4 50 60 100 113 7.e 25 25 60 70 120 1.1 7.8 65 75 130 1.0 8 50 60 100 0.7 8.2 60 65 120 1.1 8.4 50 60 100 0.7 8.6 70 75 140 0.9 8.8 50 60 100 1.3 9 50 60 100 1.3 9.2 30 30 50 60 100 1.3 9.4 55 65 110 1.2 9.6 50 60 100 0.7 9.8 60 65 120 1.1 10 60 70 120 1.1 10.2 45 55 90 0.7 10.4 45 50 90 1.0 10.6 30 37 60 1.8 10.8 35 35 30 38 60 0.0 11 A. M. ENGINEERING AND TESTING, INC. Client The Vara Group 06/03/04 Project Atlantis C Tequesta, US Highway 1 Project No. 041490 Tequesta, Palm Beach County, Florida Page No. 2 of 2 Location CPT-6, SouthTower Building Elevation Existing Grade Water Table N/A Field Party DR/JO Rig # 2 Cone Bearing - TSF Friction Ratio Depth 0 50 100 150 200 250 0 2 4 6 8 P P +S qc FR McWs 36 36 30 60 2.2 11 40 50 80 0.8 11.2 - 30 35 60 1.1 11.4 15 20 30 1.3 11.6 15 18 30 2.2 11.8 - - -- 10 15 20 3.3 12 _ _ _ r .•_ 15 20 30 4.4 12.2 - 60 70 120 0.8 12.4 41 41 70 75 140 0.5 12.6 70 75 140 0,9 12.8 80 90 160 0.8 13 50 60 100 1.3 13.2 50 60 100 1.3 13.4 100 110 200 0.1 13.6 18 20 36 0.7 13.8 46 48 8 10 16 1.7 14 15 IT 30 2.2 14.2 50 55 100 0.7 14.4 55 60 110 1.2 14.6 250 260 500 #### 14.8 Refusal 51 51 a✓ - �' 56 56 - 61 61 6-- B6 L 1. 1 LLL -J ' I 71 71 A. M. ENGINEERING AND TESTING, INC. Client The Vara Group 06/03/04 Project Atlantis Q Tequesta, US Highway 1 Project No. 04 -1490 Taquesta, Palm Beach County, Florida Location CPT -7, SouthTower Building 1 Elevation Existing Grade Water Table N/A Field Party DR/JO Rig # 2 Cone Bearing - TSF Friction Ratio Depth 0 50 100 150 200 250 0 2 4 6 8 P P +S qc FR Meters 0 0 6 12 1.1 0.2 6 7 12 3.3 0.4 - 10 13 20 3.3 0.0 _ 15 20 30 2.2 0.8 15 20 30 1.3 1 15 18 30 1.3 1.2 12 15 24 1.1 1.4 15 17 30 0.9 1.6 5 - 5 18 20 36 1.1 1.8 20 23 40 1.0 2 25 28 50 0.8 2.2 25 28 50 1.8 2.4 22 28 44 1.5 2.6 25 30 50 2.6 2.8 25 35 50 2.6 3 30 40 60 1.1 3.2 10 10 30 35 60 1.3 3.4 27 33 54 1.2 3.6 30 35 60 2.2 3.8 30 40 60 1.1 4 35 40 70 0.9 4.2 35 40 70 1.1 4.4 35 41 70 1.1 4.6 1B 15 32 38 64 2.1 4.8 35 45 70 0.6 5 40 43 80 1.7 5.2 35 45 70 0.9 5.4 35 40 70 1.1 5.5 r 32 38 64 1.0 5.8 a 32 37 64 0.4 6 35 37 70 0.0 6.2 20 20 25 25 30 30 35 35 A. M. ENGINEERING AND TESTING, INC. Client The Vara Group 06103/04 Project Atlantis Q Tequesta, US Highway 1 Project No. 04 -1490 Taquesta, Palm Beach County, Florida Pago No. 1 of 2 Location CPT -8, North Tower Building ! Elevation Existing Grade Water Table N/A Field Party DR/JO Rig # 2 Cores Sawing - TSF Friction Ratio Depth 0 50 100 150 200 250 0 2 4 6 8 P P +S qc FR Meters 0 5 10 2.64 0.2 0 10 .12 20 6.6 0.4 30 40 60 1.1 0.6 55 60 110 1.2 0.8 50 60 100 4.0 1 25 55 50 1.8 1.2 35 42 70 1.9 1.4 35 45 70 1.9 1.6 5 5 40 50 80 1.7 1.8 45 55 90 1.5 2 55 65 110 1.2 2.2 60. 70 120 1.1 2.4 50 60 100 113 2.6 45 55 90 0.7 2.8 70 75 140 0.9 3 10 10 55 65 110 0.6 3.2 50 55 100 1.3 3.4 60 70 120 1.1 3.6 70 80 140 0.9 3.8 90 100 180 0.7 4 100 110 200 0.7 4.2 60 90 160 0.8 4.4 70 80 140 0.5 4.6 15 15 70 75 140 0.5 4.8 60 65 120 0.6 5 45 50 90 0.7 5.2 _ 35 40 70 0.9 5.4 35 40 70 0.6 5.6 35 38 70 1.3 5.8 G 1 it 30 37 60 1.3 6 32 38 64 1.2 6.2 20 20 42 48 84 0.8 5.4 40 45 80 1.7 6.6 30 40 60 2.2 6.8 35 45 70 0.9 7 35 40 70 1.3 7.2 40 47 80 1.7 7.4 45 55 90 1.5 7.6 25 1 30 40 60 1.8 7.6 25 40 48 80 1.7 8 45 55 90 1.5 8.2 35- 45 70 1.9 8.4 40 50 80 1.0 8.6 ±7 42 48 84 0.8 8.8 40 45 80 0.8 9 32 37 64 2.1 9.2 30 30 40 50 80 1.0 9.4 42 48 84 0.8 9.6 40 45 80 0.8 9.8 32 37 64 0.6 10 32 35 64 1.0 10.2 40 45 80 1.7 10.4 40 50 80 1.7 10.6 50 60 100 0.7 10.8 35 35 50 55 100 0.0 11 A. M ENG- MERING AND TESTING, INC. Client The Vara Group Project Atlantis @ Tequesta, US Highway 1 00/08/04 Tequesta, Palm Beach County, Florida Project No. 04 -1490 Location CPT -8, NorthTower Building P age No. 2 of 2 Elevation Existing Grade Water Table N/A Field Party DR/JO Rig # 2 Depth Cone Bearing - TsF P P + S qc FR Meters 0 `o 100 150 Friction Ratio 50 100 1.056 11 35 200 250 Q 2 4 6 8 40 48 80 1.3 11.2 36 42 50 84 1.6 11.4 35 45 70 0.9 11.8 35 40 70 1.9 12 35 45 70 1.5 12.2 42 50 84 1.6 12.4 41 35 45 70 1.9 12.6 41 180 190 360 0.4 12.8 250 260 Soo ##q## 13 Refusal 46 46 51 51 r r A � 56 a 56 61 61 66 66 71 71 A. M. ENGINEERING AND TESTING, INC. Client The Vara Group 06/03/04 Project Atlantis a Tequesta, US Highway 1 Project No. 04 -1490 Tequesta, Palm Beach County, Florida Location CPT -9, NorthTower Building Elevation Existing Grade Water Table N/A Field Party DR/JO Rig # 2 Cons Soaring - TSF Friction Ratio Depth 0 50 100 150 200 250 0 2 4 6 8 P P +S qc FR Meters 0 f p 6 12 2.2 0.2 20 22 40 3.3 0.4 80 90 160 0.8 0.6 110 120 220 0.6 0.8 120 130 240 0.6 1 110 120 220 0.3 1.2 55 60 110 1.0 1.4 42 50 84 1.1 1.6 5 5 30 37 60 1.1 1.8 25 30 50 1.3 2 25 30 50 0.8 2.2 30 33 60 1.3 2.4 32 38 64 1.0 2.6 35 40 70 0.9 2.8 35 40 70 1.5 3 10 10 - 40 48 80 0.8 3.2 45 50 90 0.7 3.4 50 55 100 0.4 3.6 50 53 100 0.7 3.8 50 55 100 0.7 4 - 50 55 100 0.7 4.2 42 47 84 0.8 4.4 35 40 70 0.9 4.6 15 I 15 35 40 70 2.5 4.8 35 48 70 0.9 5 35 40 70 0.8 5.2 33 37 66 2.0 5.4 35 45 70 0.9 5.6 40 45 80 1.0 5.8 e o 42 48 84 1.1 6 45 52 90 0.0 5.2 20 20 ------ Ift - 25-- i 25 I 30 30 I 35 JJ L 35 A. M ENGINEERING AND TESTING, INC. Client The Vara Group 06/03/04 Project Atlantis Q Tequesta, US Highway 1 project No. 04 -1490 Tequesta, Palm Beach County, Florida Location CPT -10, NorthTower Building Elevation Existing Grade Water Table NIA Field Party DR/JO Rig # Z Cone searing - TSF Friction Ratio Depth 0 50 i00 150 200 250 0 2 4 6 8 P P +S qc FR Meters 0 0 3 8 2.2 0.2 4 5 8 1.7 0.4 - 4 5 8 5.0 0.6 5 8 10 13.2 0.8 50 60 100 0.7 1 70 75 140 0.9 1.2 50 60 100 0.7 1.4 5 50 55 100 1.3 1.6 5 45 55 90 1.5 1.8 45 55 90 1.5 2 50 60 100 1.3 2.2 oo 40 50 80 1.7 2.4 35 45 70 1.9 2.6 30 40 60 2.2 2.8 - - 33 43 66 1.6 3 10 10 37 45 74 0.9 3.2 40 45 80 0.8 3.4 11 LF - M - 40 45 80 0.8 3.6 40 45 80 1.3 3.8 50 58 100 1.3 4 50 60 100 1.3 4.2 50 60 100 0.7 4.4 15 45 50 90 0.7 4.6 15 40 45 80 0.6 4.8 35 40 70 0.9 5 45 50 g0 0.7 5.2 30 35 50 1.1 5.4 25 30 5o 0.5 5.6 18 20 36 1.8 5.8 C O 15 20 30 0.9 6 20 28 30 56 0.0 6.2 20 25 25 - - - - - - - -41 30 I 35 35 A. M. ENGINEERING AND TESTING, INC. Client The Vara Group 06/03104 Project Atlantis @ Tequesta, US Highway 1 Project No. 04 -1490 Tequesta, Palm Beach County, Florida Location CPT -10, NorthTower Building Elevation Existing Grade Water Table N/A Field Party DR/JO Rig # 2 Cone Bearing - TSF Friction Ratio Depth 0 50 100 150 200 250 0 2 4 6 8 P P +S qc FR Meters 0 0 3 8 2.2 0.2 4 5 8 1.7 0.4 4 5 8 5.0 0.8 5 8 10 13.2 0.8 50 60 100 0.7 1 70 75 140 0.9 1.2 50 60 100 0.7 1.4 5 50 55 100 1.3 116 5 45 55 90 1.5 1.8 45 55 90 1.5 2 50 60 100 1.3 2.2 40 50 80 1.7 2.4 35 45 70 1.9 2.6 30 40 60 2.2 2.8 33 43 66 1.6 3 10 10 37 45 74 0.9 3.2 40 45 80 0.8 3.4 40 45 80 0.8 3.6 40 45 80 1.3 3.8 50 58 100 1.3 4 50 60 100 1.3 4.2 50 60 100 0.7 4.4 45 50 90 0.7 4.6 15 _ 15 40 45 80 0.8 4.8 35 40 70 0.9 5 45 50 90 0.7 5.2 30 35 60 1.1 5.4 r" 25 30 50 0.5 5.6 IL 18 20 36 1.8 5.8 G O - 15 20 30 0.9 6 20 28 30 56 0.0 6.2 20 T 25 25 30 I 35 35 A. M. ENGINEERING AND TESTING, INC. Client The Vara Group 06/03/04 Project Atlantis a Tequesta, US Highway 1 Project No. 04 -1490 Tequesta, Palm Beach County, Florida Location CPT -9, NorthTower Building Elevation Existing Grade Water Table N/A Field Party DWJO Rig # 2 Cone Soaring - TSF Friction Ratio Depth 0 50 100 150 200 250 0 2 4 6 8 P P +S qc FR Meters 0 0 a 12 2.2 0.2 20 22 40 3.3 0.4 80 90 160 0.8 0.6 110 120 220 0.6 0.8 _ 120 130 240 0.6 1 110 120 220 0.3 1.2 - 55 60 110 1.0 1.4 42 50 84 1.1 1.6 5 5 30 37 60 1.1 1.8 25 30 50 1.3 2 25 30 50 0.8 2.2 30- 33 60 1.3 2.4 32 38 64 1.0 2.6 35 40 70 0.9 2.8 35 40 70 1.5 3 0 10 40 48 80 0.8 3.2 45 50 90 0.7 3.4 50 55 100 0.4 3.6 50 53 100 0.7 3.8 50 55 100 0.7 4 - 50 55 100 0.7 4.2 42 47 84 0.8 4.4 35 40 70 0.9 4.6 15 15 35 40 70 2.5 4.8 35 48 70 0.9 5 35 40 70 0.8 5.2 33 37 66 2.0 5.4 35 45 70 0.9 5.6 40 45 80 1.0 5.8 e p 42 48 84 1.1 6 45 52 90 0.0 6.2 20 25-- i 25 30 1 30 Jill 35 35 0 0 0 NV FTI F 0 0 0 0 r ________ ----- ------ 0 . ®: ( Q z ------ ------ Q. 3 N 0 m > 0 0 ---- ---------- ------- I - --- -- ---- V3HV 03dVOS(INV I 0.� - ---- - I -------- I 9 cn U- 11M 0 Cauvmw& L --Ali ------------------------------------------------------------------ 11 L JI, - nvm 'X*i/ A A�' x 7� 5mz lHowdoo .................. 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AEO �� VILLAGE OF TEQUESTA, FLORIDA 401 FORUM WAY, SUITE TOO WEST PALM BEACH, FLOR DA 334OI � � �1� '�' i� //� I li �� _ �.'-� � I \' �� ` � > p[opyrigMlooSnllWglrt�0.ee.ed 3-Story � �� / � I I I li ,/�� Townhouse I �� . � I Townhouse r I I I � �--- i TT I I� I �-- �j \ �� \ i � { \\ \\ ;\ �\ `\ �� F- - '�i 1� �I I I - I� � l l�j I� � � � I � � � \ \ I I I `,,\ T - � I � i , � ��....,---� \ _ .� � i I ' i I � i � I I I I I-� I I I /� 'Y � � � , ^y �`•, �.��_' __1_' _�_1_ 1 � U [,� ,Y7 U � �� r r �\ �� °Y \ `\ � `� \`� � �� --�------�----- � � � � `� , � �\ n --- --�-�— � �, — - ---� / ` ��t�� - � � Cdsd Del Sol I I , � � � ; , � ` � � CBSWaII �� — — ___�\,_. Resic�entidl ��----- _ — �P �-�� i ; � � � � � � � � `� 1,�\� GO��OW � � �� , _ _ __ _ � - --- -- _ — — — — — � _ _ — n u ei — .i . 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NO NO pAhKING VARI(ING De175ify PYOVIC{ec} 11.61 a.u./ac. �c mornn aN ARO ND A Pdrl<ing Required 140 Spaces C2/unit) sh<�r�ci�: 1/S"ALVM.PANELSCREEN Pdrking Provic{ed 194 Garage Spaces S�te PRINTED SYMBOLS, MOVNT ON PClEOR1NALL C o m m e r c i a l D a t a Deve opment � Pfan z�� ALVM. POST Totdl Builaing Area 10,000 s.f PIN.ASPERSPECIFIG4TION5 PdYRIq9REqU(Y2c� 405pdcesCl/250s.f.) . . 0 15 30 60 90 Sule:1"=30' Pdrking Proviaed 40 Spdces sh�� No. �� No Parking Sign Det�i( Lan scape Data �� N.T.S. Parking Ared Requirec} 92o s.f. C15� of gross parking area) � Pdrking Area Provicf ec� 920 s.f 04 O copyngM2oo5/JlRyhbaxr� i �� . � . HANDICAVVEDSVMBOI . , ' � - VRECASTMASONRY WALL Li TExN0.E� OAINTED TOMATCH BLOGS 1/9' ALVM VANEt XREEN i VPJNTEO SYMBOLS. M1YJUNT {� ONPOLE00.wAtL. ' �Jenl� e Holloway Q Q O'Mahoney . , �_ � k Associates,lnc. Fii.ASrc oricnnorvs Planners a n d rehitects Envirdmmental Goneultants VFEG45TSINVD0.IS �iNiSH GMpE NOTE: PRE{q51µq5pryRVWAIL PROVIDE SHDV VRAWINGS BFA0.ING'ME SEALOFAFL.REG.ENGINEERF00. 190'i Commerce Lane GONCAEfE FOO�WG 0.EVIEN' VRIORTO FABRICATIDN. Slllt6 I0I EAR1M ''"' � P ri va cy Wa f I Deta i I Juptter, Florida 33458 561-515-9551 561-515-5260 FAX N.7.5. wuxu.landecape-arch�tec�e.com Disabled Parking Sign N.rs. EDGE OF PAVEMENT ��-�� RAISED STVCCO BANDS CONTINVOVS , MiN. AROVND DVMPSTER WALL 6"CONC NRB INSIDE DIMENSIONSTO BE A MIN. 4" WIDE WHITE STRIPE -- OF10' X 10' FOR DVMPSTER 4"WtDEBLVESTRIPE a � �--__ ._ "— � '�:� STVCCOCB.S.INALL,COLORTOMATCN Q BVILDING R2 BE CONSISTENTIN/P.V.D. � 5' ACCE55 ISLE STEEL GATES a b" TH ICK CONC. PAD � SEE HANDICAP PAVEMENT MATCH BVILDING � MARKING DETAIL FOR INFO, ovMVSreR � �� 10' � � 9 �,z 5 Dumpster Enclosure Detdil DecordfiveColumns N.T.S. FRONT ELEVATION ��,� � � Whife, Ldttia Pdnel �'j.o/ : �:� Parking Stal( Detai( N.rs. , ; ' s''' ts , s;; �; ;- - -- — ( Bwidtng.4ddrcss Presewe Lattice Fedture 616 N.rs. �,de �„c,e Flush Mounted Lettenon n r� I� s�g� Fau, as s.F. MTM T an Designed: WhiEe PVC PickeE � Drawn: M'n-� e Approved: ccc.Mrti Eow a Fence Date: 7it6/ea Smoath Rucw Finish, )ob no. 04-0301 M � ColortoMatchBuilding Revlsions: z�8�05 Ground Sign b � 3 ��' 9/13/OS i/26/Ob � � � �5/24/Ob Presewe Fencing ".T.S. Commerci�l Freestanding Sigh 5 �, N.T.S. MOIE.3IGMGNVHIfDEWCIEDHF0.E1N150.EVPE5ENATVf ONIYp' INTFNDEDYGN GM%IK DEfWN. REFERTO DM'MNGS AS V0.FVARFDlYHGN MANVFACNPF0.FORNECiRCAGN OENLN. Loc�tion Ma Co n s u lta nts � WndsWpe PlynEings � � . � rnrRai ' s r a _ : e:, �a� tfi7NTY � ��' ' DEVELOPER. L4NDSCAPEARCHITECT&PIANNER r�` 1 1 -` _ Ljr e Ca Rocks � x 3�'"� >, xoyalryuep,i�e. eentil<,Holloway,o•MahoneykAsociatu �, 9 P � y � � " 3300PGABoulevar�,5ute330 1S07Commer<eLaneSuitet0l � �� .�y�,t�. - � �/ � �. 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Tf ES' j�B�w �tT+��; 1} �R� 1upHer,FL336.58 -ALLMECHANICAVELECTRICALEQVIPMENTSHALLBESCREENEDFROMVIEW. E1�`Y� F�yIU��/5�9��9` D�\yII ' � „ J�� H L�� E � �Sf7��fN 5617435141 m..VHOTOME ICPtANWIlLBE5V8MITTEDMEETING➢ALMBEACHCOVNtt SheetNo. � y py a REQVIREMENTS PRIOFTO BVIIDING PERMIT. N.T.S. " ��,.,,,,,. m-THENOPARKINGSiGNSPACINGWILLMEETCODEREQVIREMENi5. /1�^ S� G , 04-0301 p .. �� - + ��. 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AP7LYFERTILIZER o'V 7DD 651 TAIPSACVMFLORIDANA FLORIDACAMACRA55 26" e^ 3o'o.0 FVLL4THICKioBA5E,3GALMIN. INSPECTIONEORCOM4LEfIONWILL6EXHEDVLED.WARRANTYONREPLACE- ASSPECIFIEDANDTHENMULCHWITHTHENPEANDII-IICKNE55 Z M CBM 69 CoRDYLINEFRVnCOSA BL4CKMACICTi 3' 3' A.S. FVLL�THIGKioBASE MENTPLANTSSHALLBE90DAYSfROM7HEDATEOFFINALAGGE7TANCE 57ECIFIEDONPLANTIIST. �•V MFR 138 MYRCIANTHESFRAGRANS SIMPSON55ioP�ER 30" 78° 24"o.0 FVLL6�TNICK7oBA5E,3GALMIN. OFTHEREGL4CEMENTS. ANYDAMAGETOSODDEDORSEEDEDAREAS �'V CiC 45B CHRYSOBALANV5IG4CO REDTIPCOCOPLVM 24^ te' 24'o.0 FvL�&THICKTOBA5E,3GALMM. DVRINGREPLACEMENTOFPLANTMATERIALSHAILBECORRECTEDBYTHE ➢RUNINGSHALLBEDONEONSITEAFfERVLANTINGFORDAMAGEDLIMBS � M PX4 278 PHILODENDRONxANADV' oWF.PHILOD£NDRON 14' 74^ 24^o.C. FVLLfrTHICKTO9A5E,3GALMIN. LANDSCAPECONTRACTOR, ORASDIRECiEDTOIMPROVEOVERALLPLANTA77EARANCE. DONOT M 5Er 6�o SETCRESE.q7ALLIDA PVRPLEQVEEN e° - iz•o.c Fv��hiHicKroeASE,�cA�MiN. REMOVEMORETHANIS,^,OFBRANCHES. CRVNiNGMETHODSSHALL .p V FMi 320 FiCVSMiCROG4RPASVP. GREENISLANDFICVS 8° 72" 24"o.C. FVLL4iHICKTOBA5E,3cALMIN. QUANT171E5 LOCATIONANDSU65TITUTIONS: THEQUANTITIESOFPLANT FOLLOWSTANDARDHORTININRALPRACTICE5U5WGAPGR07RIATE „� M SAR 80 SCHEFFLERAARBORICOIA'iRINETfE' VARIGATEDARBORICOLq 24" 26" 24"O.0 fVLL&THICK,STANDARD,3GAlMIN. 61 M DMA 499 PoDOCARPVSMAGROPHYLLVS'PRINGLES' DWF.7oDOCARPUS 72° 12° 78°o.0 FVLL&THKKTOBASE,3GALMIN. MATERIALSSHOWNONPLANSSHALITAKEPFECEDEN�EOVERiHE➢LAN7 TOOLS. LO➢PING,SHEARINGORTOPGINGOFPLANTMATERIAL4VILLBE �. QVANTIT�ESONiHEPLANTL15f.THELANDSCAGEARGHITECTftESERVES GROVNDSFORf�ElECf10N.DAMAGED,XARRED,FRAYED,SPLITOR � M NBI 631 NEVHROLE715FAlCATA MACHOFERN 20" 20" 3036"O.0 FVLL$THICK.3GALMIN. � i M EMI 72o EVPHORBIAMILUROSY' DwF.CROWNOF7HORN5 70' 70° 12-78°o.C. FVLL&THICK,2cALMIN. THE0.1GHTTOAD/USTTHENVMBERAN�LO�ATiON50FiHEDE5IGNATED SKINNEDBRANCHES,LIM6SORROOTSTOBEPRVNED6ACKTOLIVE �^ M ANN 5'A ANNVALS INSEASON 4-6^POTS 72"O.C. FVLLkiHICK 'n'PESANDSPECIESOFPIANTSTOBEVSEDATANYOFTHELOCATIONS WOOD.THECENTRALIEADERORBUDSHALL6ELEFfINTACTUNLESS •V CHO 708 CHRYSOBALANUSICAC01iORIZONTAL' HORILCOCOVLVM B" id^ 24"O.0 FVLIQT}iICK,3GALMIN. SHOWN. THEOWNERSHALLRECENEACREDI70RDEBITFORTHEVNITCRICE SEVERELYDAMAGED. M BOV 1'A BOVGAINVILLEA'HELENIOHNSON' DWF.BOUGAINVILLEA 20" 20" 24"O.0 FVII&THiCK,3GAlMIN. OFTHEPLANTMATERIAL NOSV65TITVi'IONOFPLANTMATERIALTYGES, M BOVI 7 BOVGAINVILLEASTANDARD gOVGAINVILLEASTD. 6-e' 3' A.S � FVLLkTHICK,5INGLE7RUNK5TANDARD $PECIFICATIONSORSIZESWILLBEGERMITTEDWITH01/rWRITTEN M CAT 50 CHAMAEDORFACATARACTARUM CAiPALM 5-6' 3' A.S. FULI&THiCK,CLUMP AUTHORIZATIONFROMTHELANDXAGEARCHITECT. THEOWNERAND/OR GUYANDSTAKETREES LESSTHAN4"INCALI7ER,INTHREEDIRECTIONSWITH M BoV2 to OoVGAINVILIEATRELUS BoVCAINVILLEP,iREWS 6' - A.S. FVLL&THIGK,TRELUS.WLORBYOWNER LANDXAGEARCHITECTRESE2VESTHERIGHTTONOTACCEPT7LANT "tAWSON"TREESTAKE5,8'STRAP5,32"SiAKES,MODEL#L832. SfAKETREES n.�ocumne MATERIALTHATDOESNOT,INTHEOGINIONOFTHEOWNERAND/OR IMMEDIATELYAFi'ERPLANTING. FORMULTI-TRUNKGLANTMATERIAL,ATTACH dl Mma *o �enwueo*onua,wnee e�sa•n�KKwn..waeooeomewurcnu.ma. LANDSCAPE ARCHITECT, MEETIIiE 5➢EC�FICATIONS HEREIN. GVYS TO THREE (3) LARGEST LIM65, CARE MUS"f 6E TAKEN NOTTO MAKE GUl'S A TOOTIGHT. F02TREE54"INCALIGERANDOVER,TREESMVSTBESTAKEDW17H � FERTILIZATION: WOOD2X4METHOD. FOLLOWGALMSTAKINGDETAILFORREQVIREMENTS. THE � LANDXAPE ARCHITEQ RESERVES THE RIGHTTO ELIMINATE GVYWG OR $TAKINQ � Mwoiu.oMOOmnrew�ovcxrro pOINTAT WHiCH SVEC6ED 7FOVIDE FERTILIZER UNIfORM W COMPOSITION, DRY, AND IN A FREE DETAILS TkEE5P0.EADI5MEA5VRE0 FLOWINGCONDITIONFORAPGUCATIONBYSVITABLEEQV17MENT,AND THEOWNERSHALLRECEIVEACREDIT02DEBITFORTHEUNITPRICEOFT}iE � GUYING OR SiAKING 1 DELIVEF IN VNO➢ENED BAGS OR CONTAINERS, EACH FULLY LABELED. �� POINiATWHICHD.AHEIGHT ` FERTILIZETREES.SHRVBSANDGROUNDCOVERSWIiH PLANTWGSHRVBS: i5MEP5VRED � "MILOFGANITE"ORANAPPROVEDCOMPLETEFERTILIZER. AP➢LY a "MILORGANITE"INACIRCLEAROUND7HEPLANTBEFOREMVLCHINQ EXCAVATEPITSORTRENCHTOONEANDONE-HALFC7-1/2)TIMES TIEFRONDSW/BVFVN iHINBRANCHESBYil3TOiALN✓S$ �,o°� POINTATWHICHSPECIFIED DONOTTOVGHTHE7L4NTWITHTHEFERTILIZER. WATERINFERTILIZER DIAMETEROFBALLSOR<�NTAINERS,AND3"DEECERi}iANREQVIRED roPFOTCCievv REfA1NNANR4LFORM.NOVRVNINGSHALL � OVEAALLTREEHEIGHTIS.MFASV0.ED AFTERMULCHING. ACPLY"MI�ORGANITE"FERTILIZERATTHE FOR➢OSITIONINGATGROPERHEIGHT. COMPACiALAYEROFBACKFILL 1/ BEOONEGRtORTOINSTALL4TIONANU a� ` o FOLLOWINGRATE: MIXTVREINBOTTOMBEFORECL4CWGGLANTS.CONTAINEFGROWN ��1 SHAII BE APPFOVED BV WJDXAPE MATERIALS SHAII BE �LANTED W IT}i 48 HOURS AFTER DELI VERY TO SECVREeATfENSW/23/6'HIGHCARBON ARCH�hR Q�r� p � S.CX�LBS.ORI4.SCVPS/7ALM5 SITE. �LACEPLANTINFITANDBACICFILLAROVND➢LANTSWITH v/�f� �'� C pp 3.00LBS.ORB70CUPS/12-ib'MATERIAL BACKFILLMIXTVRE,COMPACTEDTOEUMINATEVOIDSANDAIR �/ SiEEI. BANOS TO HOLO BA77ENS IN PIACE J ,� �q 2,00 L65. OR 5.80 CVP$ / 8-12- MATERIAL // DU0.1NGPtANTINGDROIECf. DONOTNAII e ° f p a GOIXEfS. WATERTHOROUGHLYASLAYERSAREPLACED. F02MA3" U BATtEN57oVALM.HEIGHioFBATfENS � �� 0.69LBSOR2.00NFS/6-8'MATERIAL HIGHBERMOFSOILBEYONDTHEEDGESOFEX�AVATION.APPLY SHALLBELOCATEDINREIATONTOTHE TREECAtIPER51ZE5HAtLBE e� 0.19LBSORI/2CUC/3GAL.MATERiAL FERTILIZERASSPEGFIEDANDTHENMULCHWI7HTHEiYPEAND HEIGHTOFh1EVALMFORADEQVATEBRACING MFASVRE�AT6'ABOVEGPADE qa'�Q <_�.'�n 0.10LBS.OF1/4CV7/iGALMATERIAL THiCKNE5S5➢ECIFIEDON7LANTLIST. POMT AT WH ICH Ci. CM B.T. I VP TO & INCL d^CAL AND - HEIGHiSAREMEqSURED = - 1]"ABOVEGftADEFO0.LqRGER REINFORCED0.VBBERHOSE �� -°� CAtIPE0.TREE5 � '��n� SHALLEXTEND2'BEYONDTkVNK FERTILIZETVRFAREASWITHTI'➢EIFERTILiZER,COMCLYINGWiT}ii}1E 7RUNESH2VBSTOREMOVEDAMAGEDBRANCHES,IMGROVENATI:RAL PoiNiAr wH ia c.w oR G. W -- a STATE FEFTI LIZER tA W5. TH E FERTI UZER SHAIL BE CHEMICALLY HEicHTSAREMEqSVRED - �(� 7 � SHAPE,THINOI.TSTRVQUREANDREMOVENOTMORETHANiSaOF $TEELBAND MVLCHttOEANPTHICKNE550N -� �' ( ORTR ESL0.ESSTHANEI"iNCq��ive�ioNih DESIGNATED WITH12-8-8. GROVIDEATLEASf50;OFTHE BRANCHES. NO SCM1APED OR SCA0.0.EDT0.VNK5 PLANT USf 7HOSPHORIC ACID FROM NORMAL SVPER PHOSPHATE OR AN EQVIVALENT ;� s(i�cax169wooPBArreNS FERTLIZEWITH'MILORGANITE'VE0. SOVRCEPROVIDINGAMINIMVMOFTWOVNiT50F5ULFUR.THE \ REMOVE TOV i!S OF BVRLAP WRITfEN SPECS. PLANTING GROVND COVERS: MINIMUM3(2X6)wOODBRAC6 _ SV,YEiuoFBVF�av AMOVNTSOFSULFURANDALIOTHERGHEMICALSHAIIBEINDiCATED NAIUNioBAiiENSW/2ooNAiu - FiNisHCanoE cnRr,�zaviceR ONiHEQVANTITATiVEANALYS15G4RDAnACHEDTOTHEVNOPENEDBAQ LOOSENSV6GRADETODEPi}10F4"INAREASWHERETOVSOILHASBEEN - SfRIG7ED, AND SPREAD BACKfILL MIXNRE. FERTIPLEWITH70185.MIIARGANIIE MV�CHTYVEANOTHKKNEU -� -- 57ACEPLANTSASOTHERWISEINDICATED. DiGHOLESLARGEENOUGH ONPLANiUSi ��I. 1 �'� 111 = = SV➢ERABSOR6ENTPOLYMER:'1iORTA -X7R8"ORAGPROVEDEQL'ALASMANV- REMOVET071/30FBVRVN - EARTHSAVCER I-!11=11 .- :�-11 1-11L FAQVREDBYHORTICVINRALALLIANCE,ING.i-800-628-0607. TOALLOWFORSPREADWGOFROOTS.CaMPACTBACKFILL70 - enCKFa�a�i�vae �� ;�_�� 111 ' ELIMINATEVOIDS,ANDLEAVEGRADESLIGHTLYDISHEDATEACH . 1/35AND.1/3VEATHVMVS. � "��" ' III�IL E%ISi1NGSVBG0.ADE TREES�+SHRU6S _ - , - tnrovson �T - MIX HORTA-SORB (LARGE) EVENLY WITH THE BACK FILL IN THE VPPER II - PLANT. WATERTHOROVGHLY. A7CLYFERTILIZERA55➢EC�fIEDAND Pesigned .- I=III III i��-�- I III -_=1II �I, I�I comvncreD:novnPOr 2/30FPLANTINGHOLEDEVTHLEAVWGVNTREATEDn-IETOVI"OFSOII. THENMULCHWITHTHENPEANDTHICIWE5557ECIFIEDONPLANT Prawn: � MTH .. I I � � - BACKFa�M�xn�E MIXAT7HERATEOFIOZ.CERWCHCALIPEROFTREEORFOOT LIST,LIFfINGPIANTFOLIAGEABOVEMVLCH. MULCHSHALLBE ApprovecGG�R'1THtEOM -I ==1I1=1I I I I_ I I I -�� . I I I I I VA0.1cS DIAMETER OF BALL. SPREAD BEFORE PLANTING GLANTS IN POTS LESS THAN 1 GALLON AZE Date: l/21/04 �I I1=I -.-' � � I I I=I I� (4", LINERS, t I :�; .� � � COMPACiEDMOVN00F PLANTVITiOBE21/2TiME51HE TVRF JOb v10. 04 BACKFlLLMIXNFE II '."-'� '� III BACKFILLMIXNRE DIAM�ROFn�EPVrvTBALL AT3L6S.pER100.�$.F.APPLICATIONRATE.BROADCASiHORTA- 1/3PE4iHVMVS. = II �-� � - � � � - I-� ➢LANTINGIAWNS: Revtstone: 4�8/05 7RroPSOa �� _^� .- III- SORB(MEDIVM)&LAYSOD. 5/1d/06ifi 6/3/05 v35adD, iII _= III=I I=I� EXISiINGSVBGRADE TREE PLANTING DETAIL SODNPESPEC�FIEDONCLANTLISTSHALLBEMACHINESTRIV7EDNOT 9/13/05 - - - - BACKFILIMIXNRE: i/3SAND,1/3TOPSOIL,7/3PEATHVMVS. MORETHAN24HOURSPRIORTOIAYWG. =1 � �_� I 1=I I I=I 11=I 1 Ci 1 6/06 PLANTPiTTOBEII/2TIMESTHE 5,°�NDSHALL6ECLEAN,SALT-FREEANDCONTAININGNOEXTRANEOVS L 3/9/06 oIAMErEROFiNEP�BAU MATTER. GROVIDED ON SITE OR IMPORTED TO FINISH DESIGN ELEVATIONS. 5/3/06 �� \�// ��"""�� TOPSOIL SHALL BE FRIABLE FERTILE SOIL WITH REGRESENTATIVE ROLL 7REPARED LAWN SURFACE. WATERTHOROUGHLY, BI.T DO NOT Gad no. PALM PLANTING DETAIL �� (I �/! CHARACTERISfIC50fAREA501L5. ITSHOVLDBEFREEOFHEAW CREATEMVDDYSOIICONDITION. �� CLAY, 51LT, STONE, EXfE55 LIME, $HELL ROCK, 7tANTROOTS, FERTILIZE501LATTHE RATE OFAPPROXIMATELYIO L65. PER1CYK15.F.. Sql / �` SiAGGRfUNflGHtt DEBRISOROTHERFOREIGNMATTER.175HALLNOTCONTAINNOXIOVS VOMTATWN�CHSPECiFiED � i/� � PLANTGROWTH(SVCHAS6ERMUDA,TORPEDOORNUTGFASS). IT 7R E TILIZEROVER7HEAREATORECEIVEGRASSBYVSINGAN SN0.VBSPREA06MEASVREp � \� APPROVEDDISTRIBVTIONDEVICECALIBRATEDTODISfRIBVTETHE SHALL TESi BETWEEN THE PH RANGE OF 5.0 T0 7.0 UN LESS OTH EFW ISE 'o p .._ .. _ 7�� SPECIFIEDANDCONTAINNOTOXICRESIDUEORSUBSTANCESiHAT E7(CE D515MP�N.ATH ROVOHLY EREN O o dA 7/ \ � / WOULDENDANGERPLAN7GROWTH. iFTOP501L15NOTAVAILABLEON POINTAT WHICH SVECiFIEO .. t I OF TOGSOIL. d/ �' r\ � $ITE, ITSHALL BE IM70RTED FROM LOCAL SOVRCES WITH SIMILAR OVERALlSHRVBHEIGHT ... � �� iSME/SVRED 3 � `�: r X7ILCHARAQERISTICSTOTHATFOVNDATPRO/ECT5ITE. OBTAIN -� e,o . '�� • � � � � TOPSOiIONLYFROMNANRALLY,WELL-DRAINEDSITESWHERETOPSOIL L1iY50D5TRIP5WITHTIGHT101NT5,DONOTOVERLAP.STAGGER d$ � d�0 � � � ,.�:r''� " \ � �/� � - OCNRSINADEPTHNOTLESSTHAN4". . . AR�DSTOOFFSEUOINTSINADIACENTCOUfSES. WORKSIFfED501L . I� �j REMOVEfAVER.PLA5i1C,ORMETAL \�Y/ CONTAINERiHAiMPYBEAROVqD � ��^ � - �,� `� �� MIX INTO MiNOR CRACKS BETWEEN PIECES OFSODAND REMOVE EXCE55 Feanueewina•mnortea+ire• ° ° 4 ROOT.IfBALLED&BVRIMPED, vnn ��, �� SO�LDEVOS�75FROMSODDEDAREAS. SODONSLOPESGREATERTHAN a ,cvnx c c o nHVOVSMViwuo �%I`y� PEATHUMUSSHALLBEDECOMPOSEDGEATWITHNOIDENTIFIABLE VERWRIifENSVECS REMOVEONtYTOPt/30FBVRUP pv,HViao.NCwlTEaioA�ww %/ �� FIBERSORIFAVAILABLE,MUCKMAYBESV6571NTEDANDSHALLBE 3:iSHALLBESTAKED�NGLACE. ROLLORTAMPLIGHTLYANDWATER �a� � ° d mNnaurroxrno - �� PREEFROMSfONES,EXCE55NE➢LANTROOTS,DEBFISOROPriER THOROVGHLYWITHAfiNESPRAYIMMEDIATELYAFTERCLANTING. MVI.CHNVEANDTHICKNE55 A - 0 a a ° �,� . rqi« , o -, H �/ FOREIGNMATTER.MVCKSHALLNOTBEOVERLYSATVRATEDWITHWATER. ONPLANTLIST A <wrcao: l< �nu T '�' ..�T��- �� NDXA➢EMAINTENANCE: MAI NTENANCEANDGENERAICLEANVPSHALLBE LCCOCO ,� e /' a b 3"EA0.iH5AlKE0. \/ GERFOFMEDDAILY. MAIN7ENAN<ESHALLINCLUDEBVTNOTBELIMITED � o sh«crH�: F�IJISHGR4DE ROOTBARRIER:ALLTREESPLANTEDON-CENTER4'ORCLOSERTOSIDEWALK$ TOWATERING,WEEDING,NLTIVATING,RESTORATIONOFGRADE, �- ' � " r.c .v..� c«ovr+ocoveR �� ^�:�..`��.� :_, ORI.TIL�NPIPESSHALLRECENEBIOBARRIERROOTCONTROL51'STEM REMOVALOFLITTER,MOWING,PRVNING,RESETTINGSE7TLEDPIANTS, LanC�SCa�7e I - '�� II�II - "`u � (OR EQVAU AS DISTRIBUTED BY HORT-ENTER7RISES.COM1-80C�-996-4b78. REMOVING, REGAIRING OR REPLACING SiAKESAND GUYS, PROTECTION � INSTALIPERDETAIL&MANVFACTURER'SDIRECTION. FROMINSEQSANDDISEASES,FERTILIZATIONANDSIMILAROPERATIONS S{{77eCII1Ca�IOn �_ �'•-�;�. ASNEEDEDTOENSVRENORMALGROWrHANDHEALTHYGLANTMATERIAL S�e� � III-11 �II�I III III � �� I I � sntKVrt�wxnRet3znHO. MAINTENANCESHALLBEGINAFfEREACHVIANT15PLANTEDANDSHALL 7� i7i l�n�lll ID-ITj- - v3rEqruvMVS,�nrovson UTIUTIES: ABOVEANDBELOWGROUNDVTILITIESSHALLBEVERIFIEDAND �LI- - LI�II CONTINVEFORNINER'(90)DAYSFROMTHEDATEOFFINALACCE7TANCE. �I, I�-:-�- _. I 111= _„ oiaErnonarmavcom�mn LOCATEDBYTHELANDSCAPECONTfJ�CTORPRIORTOCOMMENC�NGWORK II III II� ��` INTHE➢ROIECTAREA. IFVTILINPLANSAREAVAILABLE,THE • w"BACKFILLMIXNRE II III=III=I i �� I=II . a � o o E �� CONTRACTORSHALLEXAMWETHEMAND�BRINGANYANDALLCONFLICTS - � � - � � - - - No4foScdle COMPACTEDMOVNDOFBACKFILtMt%N0.E a.eaunmcvavcan �eo TOTHEATTENTIONOFTHEOWNERAND/ORLANDXAPEARCHITECT. E%ISiINGSVBGRADE p��n n '' Sh<et No. iUNT PIiTO BE11/3 TMESTHE p OOTMIUTOEES]�O.G DIAMETER OF iN E P WJT BALL � SHRUB 8t GROUND COVER PLANTING 7YPICAL CABBAGE PALM LAYOUT �p .-.Z 04-0301 PROPERTYCORNER DATA 7❑ ou x onc onument PARCEL 1 PARCEL 2 � �� LEt�AI DESCRIPTION PER OFFICIAt RECORD BOOK 8415 PAGE 272 LE6AL DESCRIPT/ON PE'R OFFlC/AL RECORD BOOK 9575 PAGE 1477 2 Found 5/8" Iron Rod - Cap Datroyed 0.08' S x 0.2' W aree o e y np n vammen an owna p outh, �`' � � Set PK Nall 8 Wssher Stamped LB 4165 The North 200 feet of the South 850 feet of Govemment Lot 1, West of State Ranps 43 Eatt, Palm B�ch Caunty, Floddi Said Parcel being mon Road �4 (also know as State Road #5 w U,S. ii1 In Section 30, Townahl 40 �, � 0 Found 518' Iron Rod d Cap Stamped LB 2799 0.12' N x 0.3' W particularly described aa follows; South, Ranye 43 Eaat, Pelm Beac!9 County, Florida, said parcel of land p � N S�t PK Na118 Wnher Stamped LB 4165 From the Southwesk cwner of said Govemment Lot 1, Mer N, UU°16'10" E., fronting on the W�st side ot U.S. Highway N7 approxlmately 207.5 feet, having � 04 Found PK Nail & Tin Tab Pound alone the Westedy I(ne of uid Government Lot 1, a dlatence of 650.0 feat to a depth of approximately 900 teeet, mare or less. !he Polnt of Beginning of the hereln descdbed parcel of knd; thence continue t ' � � Found 2" x 2" Conc Monument of 147.47 f�eet thence S 9'24�'30�' E e dhfance M 0.98 fes�thsnceNnce ��„a" � 6 Set 5f8" Iron Rod & Cap Stamped LB d185 00°30'10" E, a dhtance o( 3.49 feet; thence S. 89°29'50" E., a d'isfsnce of 81.14 �� feet to a point in the Westady dgM o1 way lirre of StaM Road No. 5(U.S. Highway No, t�, seld point being 51,00 feet (measured at d�ht angles), from \ W� �ntyte�lgi�o w a disfanceof �n eN.89 - � 748.35 feet to the Polnt M Beginning of the hereln deacdbed parcel of land. � Topether with the following described parcel M land. � LOCAtIONMAP (Nor ro acakJ \ w � e � � � �° �* +* * � . � S89°24'30"E 820.97' X � s �� 389°28'50"E 81.14' � �.� ` , � � ;, : ,: . : ; : ; �` a �� . ;; :;"�a�',i%.'i%� • �.� W � \ @�, , �; ,i : ;- /i %:. 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J ! % : � �%,.�,'��'�'%''j/,i�'�:�//:��/� .'/:�% � �%�: '�/%�:�� MNC 1 \ ,. /�:',;i'%,� i�/; i�;%w��'%:i " '�' ' %��;'� /'l %�%:�;�i�� .yj� •G�.r�:',d t ' ' ��l..�i��.r�:,r'�� r ! 1�.: � 1 C.r�y:�� .Cr'w 1�G1 � .:r. � tTf. , ' • � ;i :' ; � ; � : / ; /' ; � : � !/ , ��, i �• !�� i . ,( ••�• i --��--�---�__ ___________ � 10' FPL EA6EMENiORB 5806� PA6E 1T79 ��-�-___________ ______ __ -- � . ��, ,� ,�a� ; %9A?�' • ;': . : : . . . ; : , � , %: : :'.i!,: ; • ; ,: j /, . , , - i, :'i ; .'. , arrwiwnx�� : TS�raaaS�51Fi'o€aoaoiTi6 -------------------- � ----------- * ------ -----�r s1 • • � 6'• � ,' "� , LAlONO NORTH a ix�so� � +�"� oov�rwMar�or� � �� N89°29'S0"W 809.99' � � � � � + � �\ � , � � a �° , � �� LEQENDANDABBREVGTlONB � Y' � "NOT PLA7TED• l.e. • uamw eu�kw» � � i � � $ e�oo • a�axu� �� i � GL.G�Ahr . f � CB� • Concnb BlakBtructun �' COXC e Conc�►h ` ► � .__._._._._._._. .- "-"-'-'- SOUTHLINEOFGOVERNMENTL0T1 FPL.FloNGPanr64pht _ ._._._. . ._._._._._._._._._._._._._._._._._._._._._._�._._._._._._._._._._._._._._._._._._._._._._._._._._._._._.__._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._.__._._._._._._._. ._._._._.� �yp.�{�yqo - .. • - _. . . V�RIp� dNlNil d v> • FEAU •�Nnl Emxpmry I HEREBY CERTIFY that ffih aurvey was mada umler my rupomibls cherpi �nd mG�ts tM Minimum -� � . M'"p'"�'n'b°" Technksl Standards u�at forttc by tlre FIwWa Bard of Profeaslonal Burveyon iAd MapR� 1n SURVEYOR S NOTES �� ChepNr 61017-0, Fiorlde Administrativs Cods, purauant to SeeUon_4T2 027 .Fya�rlda Stahl�s. . 1. The expected use of the site is Commercial. 8. Bearing Beee: The Wea! Ilne M GovemmeM Lot 1 Is taken to bear N00 �, �,� �� ,,,� ` 2 The owrall Property contalns 282,747 aquare feetl6.03 acrea moro or lesa. and all other beaeln{p are relative thereto. cM.n ow +' , 8. Foundatlons, Footers and other Underground facitlties not located, uniess 9. Property liea in Flood 2one "C" per interpretafion of FEMA'a Flood Insurance �•e�a�ormi eoz `/ � othervvfse ahown. Rate Map, CommunHy Panel Number 120228-0001�C, dated 913011982. m• Fin xyan�n DONAk.D, D. DANIELS 10. Benchmark Referenca: Braas Disk "8-170", Elevation = 78.34 NGVD per P """" v'�' PROFESSICNAt sURVEYOR m A1aRPER �� 4. Enaoachmenlsasshown: None �'��+ry�+h� p�tEppaum�r:,ammyse.�ooa FLOR40ACER'[IFICASIO!{N01606-- 5. ExlaNng easemer� and righteof•way as ahown hereon are per Description, Palm Beach County Department of EngineeAng. w.u.owvaw. °_ unless otharwlse shown. 16. Th{s survey cannot be transferred or assigned, untess wrltten permlasion �`"'""'"i oo►in�o o. BOUNDARY 8� TREE 3URVEY OF' ' m•c�ne..m 8. A aesrch of the Pu61k Records was provided to thls Surveyor in the form � Donald D. Daniels, Inc. �, q „ y y ,� oANIELS, ArW�ms oF TEUUESi� F f; �`�`- � of Tltle Commltment, Poilcy #10 2224 070 9510 dated 05/04104. AH aurvey � 1. Not valid without the signature and the orig(nal ralsed aeaf of a Flodda �. w�rq eP.a cou� INa U.B. HIGMNAY No.1 �==•''' related mattera coMalrred wlffitn said pollcy have boen shoxm heroon. �icensed aurveyor and mapper. �y,,•wnaaP a.�w� �,��.�„+,�,� TECUESTA, FLORroA sa4a9 7. Distancea and angleslbeadnps shown hereon aro per plet and agree with the +� ��,�"� �� m ��• �� RFFER�ICE: s011W13 nevieiau: seu.e: rNO' CIuMLInkFndnp itSNaThA1 WINC•191 � surveymeaauremeMunleasotherwise:pecHied. aw axn o��ce:ono mree,.n.a�.,a��wae«...s owo.xw�am:arm�a i � N Pa� (6elj �� CHECKFA: UDD �au�w: �� tHeE71 oF 7 � PROPERTY CORNER DATA � 01 Found 4" x 4" onc Monument PARCEL 1 pqR�� p � «°""�"'"OZ0 , 2 Found 518" Iron Rod - Cap Destroyed O.Ofi` S x 0.2' W �EGAZ�ESCRIP710N PER OFFICIAL RECORD BOOK 8945 PAGE 272 LEGAL DESCRIPTION PER QFFICIAL RECORD BOOK 9575, PAGE 1477 � Set PK Nail & Washer Stam ed LB 4165 arce o an ymg in overnment ot , ection , owns ip outh, F P The North 200 feet of the South 650 feet of Government Lot 1, West of State Range 43 East, Palm Beach County, Florida. Said Parcel being more Road #4 \ � � Found 51S" tron Rod & Cap Stamped LB 2799 0.12' N x 0.3' W particulariy descrfbed as follows; (also know as State Road #5) or U.S. #7}. in Sectian 30, Township 40 N � Set PK Nail & Washer Slamped LB 4165 South, Range 43 East, Palm Beach County, Florida, said parcel of land � From fhe Southwest corner of said Government Lot 1, bear N. 00°76'10" E., fronting on the West side of U.S. Highway #1 approxlmaEely 207.5 feet, having �� I 4 Found PK Nail & Tin Tab Faund along the Westerlq line of said Govemment Lot 1, a distance of 650.0 feet to ❑ a depth of approximately 900 feet, more or less. � I the Point of Beginning of fhe herein descri6ed parcel of land; thence continue � . 5[] Found 2" x 2" Conc Monument N. 00°16'10" E., along the Westerly tine of said 6ovemment Lot 1, a distance � - b � of 147.47 feet; fhence S. 89°24'30" E., a distance of 620.98 feef; thence N. " S E� E Z ��`�" ❑6 Set 518" Iron Rod & Cap Stamped LB 4165 00°3a'10" E., a distance of 3.49 feet; thence S. 89°29'S0" E., a distance of 81.14 ' feet to a point in the Westerly right of way line of State Road No. 5(U.S. a ��„ RO � Highway No.1), said poinQ 6eing 51.�0 feet (measured at ric�ht anglesj, from , tha center Iine of said State Road No. 5; thence 5.16°50'20" E., along said i Westerly right of way line, a distance of 157.14 feet; thence N. 69°29'S0" W„ � 748.35 feet fo the Point of Beginning of the herein described parcel of land. Together with the following described parcel of land. - � LOCATION MAP (Not to scafe) \ w �> • 0 x� z� 'x� x'� 7 . g 4 o q 6 51.0 � _� °� � s� S89°24'30"E 620.97' � .� x ,�v Z� S89°29'50"E 81.14' "� o m W � ".F � � ..- � , �> ,as M , - �ceswu � I ; 6 � y a�S'rie �wxe� e�n9� � � '\ �Q \ � , ' � , , � �' __'___ � . i ; IO� i ONESTORYCBS _" __ � ,,. � • "__'___ . i i ' ' i � GOMIIERCIALBVILOLYG "" �"' � - _"O -- _"_O'- __"_O "- .. ; N °y 1 __'_'_"" ' � � � ,ara ----- ------ -------- ------ � "' m � � � � ---------� s -° ------ ' ;�0 � „ss \ � . �. e u "-'----'- ------- "NOT PLATTED" Q �' \ � u, -' ` p . w -----'--' --_'_--- -'-_'-- I '-----°- '--'-'-- �..I --- ---- � � ----_ .� rx m . ___ _"_ '_""_ __ ____._'__ � � � ' "__"__" '"_'____ ____'_" '_'"__' � -T o O - _ ""'_-___ � s.x \� °' ��• �' ' ` � � , O 13 x % '� M • _"____ '__""__ '_'__"' e'+x x•a x �� O O '�x "� "" O O T �rys Y I DEf?IL TYPORNER ' I �� 6TEP �g � l ��,, y � � .R _ __ _______" ""_'___"' "'_ _"_""' '__"_""_""_ �q S' "'_"__' °}'"_'_"__' """_"'" O - � X �S'' o'� GOVERED � 3CPLE:1'.tY 5" 1 Im � � . , " \ 1 Z 9y1 ""'""'_' "'_'_' ' I 1 � GOVERED i ; W Q ; X NV Oy __""___' ' � 1 g t /� : � � 1➢ '""____""_ '________"_ '""'__"'___ __""'""'_ I � ` """""- __'_'_" ' � � � CoHCaEtE aw ; � � � W � g �air U3 � ,�` � � � . 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W . \ casew�ox�%� �9� g ,� � � O q � rooaaoq � . x � � � x x� � � xs x '� m; � � � � ` � 1 . � Xt �� \` l K ? "� � ` � %`� z� K � 4' �9 � ,e � �l p X � � - A � o" �+ \ d x ' k o 6 u Y �'� 1 \ X� K x K K y � K fl ,\ \ A 4 X X � $ �K � Y � � � m � Q �.o �� %�' %� %'�� K� X S X� X� X `1 � ,` �' �.y � K� %� K K x %�� %� K `,� eR" %M1'�' �� x � . y`e � x 1 � . r fPL v� 9fOflMER ____________�___`___ ____ _______________________________�_- � ya g� pA0 --_�_________________X_____ � _ " 1 _____�__'_____-__- ��_______�___�_________�___`_____________� , , �.rd , 10'FPLEASEAI�TORB580G.PAGE1773 ------ ' ----'--'----'----'----'----__"_________'__ ui1LRY ,r'�` NOTE: INDICAl70NSOFUNOERGROUNO -- x -- 5 1pp' p+ � NOftTXLINES0UTH45u' FPLALONGTHI54NE . x�' p---_--__ a � tr %� GOVERNMENTLOT7 '`' N89 ° 29�$0"w 809.J9' �� 3 ,� � i afi� x'� � � , h q � 0 0 ^�\ 4 x�'' .- w i �+ �# x` i� � *Y� ?°��W f 1 a ` � � w �'O � o LE�ENDANDABBRE�lAT10NS . S � w� 1 3$ N; z • 'NOT PLATTEO"- 0 6 oG=fBuild ABUSiness ` - GL=CenMrline m ' � CBS=Concrele BlockSWCWre � ' . . ._._._._._._._ -.-.-.-'-'-."-.-.- -.-'-.--'- - CONC = Concrete ` � _'_.____"_._"_"_._._._.-.-_-'-.-'-.-'-_-_-_-.-•--_--'.-._SOUTHLINEOFGOVERNMENTLOTI-,--- FPL=FIaritlaPOwer&Light ' . "_'_._ _._'_._._ _' . ._._._._._._._._._._.'.""'._'_'_'_'_"._'_._._._ _._'_' ._'_"._._ NGVU=Nalioml Geodetic Verliul Datum � FEMA= Federal Emerpcncy I HEREBY CERTIFY that this survey was made under my responsible charqe and meels the Minimum ManagementAgency � SURVEYOR'S NOTES �=concrete ught Technical Standards as set torth by lhe Florida Board of Professional Surveyors and Mappers in �=Stop slgn Chapter 61G17�6, Florida Administrative Code, pursuant to Section 472.027, Florida Statutes. ! 1. The expected use of fhe site is Comntercial. 8. 8earing 8ase: The West line of Government Lot 1 is takan to 6ear N00°16'10"E �=Storm Manhaie � ^ i 2. The overall Property cantains 262,747 square feeU 6.03 acres more or less. and all other bearings are relative thereto. p=cban ou� � f� � 3. Foundafions, Footers and other Underground Facilities nof located, unless 9. Property lies in flood Zone "C" per interpretatfon of FEMA's Flood Insurance p =Elaclrlc PuN Box p,� otherwise shawn. Rate Map, Commonity Panel Number 120228-0001-C, dated 9130l1982. p= Fira Hydront DoNALD D, pANIELs � 4. Encroachments as shown: None 10. Benchmark Reference: Brass Disk "B•170", Elevation =16.34 NGVD er �_��s�re wive ' P SQ = Sanitary Manhole PROFESSIONAL SURVEYOR & fdAPPER i 5. Existing easements and rights-of-way as shown hereon are per Description, Palm Beach County pepartment of En9ineering. p=w,�aca�avaiva DATEOF SURVEY: January 16, 2003 pLORIDA CERTIFICATION N0.2606 ; unless otherwise shown. 10. This survey cannot be transferred or assigned, unless written permission �=wara� rna�r 6. A search of the Public Records was pravided to this Surveyor in the form from Donald D. Daniels, I(1C. �=CatchBasM ooNn�o o. BOUNDARY & TOPOGRAPHlC SURVEY OF: i 17. Nof valid without the si nature and the ori in �= Cur6lnlet DANIELS, of Title Commitment, Policy #10 2224 010 9510 dated OS/04/04. All s�rvey g 9 al raised seal of a ftorida INC. ATLANTIS OF TEQUESiA licensed surve or and ma 0L m=Parking Space Gount U.S. HIGHWAY N0.1 retated matfers contained within said policy have 6een shown hereon. y pp b. = Hanaicap aafkine LON911LTING SURYEYORS 8 MAPPERS TE4UESTp, FLORIDA 134s9 X = Topographlc Elevalion 7. pistances and angles/bearings shown hereon are per plat and agree with the � Flarida CBNficate LB No.4165 REFERENCE: 901<0/d] REVISIONS: SCALE: t"=30' SUrvCylll¢dSf1�0f170tIFUf7105S0(h0RVI5CSp8Cl�0d. ��ChainLinkfencing � 725NoAha7qSuiteC•171 OM%'W-WdPioposoOPresaiveAm Jupfler,Florida 73477 OFFICE: �AO mrz�.q.aewmkladdE.xmwns � �WG.NURIBER:04-011A� Telephone:1561)747-9894 olro�.Aaaae�zco�ionrn.ay Fax: (561)747•9895 CMECKED: � SHEET10F1 P:\04\CONDO-40�6\condo-spM.dwg, L I, 5/23/2006 4:52:43 PM, cur`t, \\VEFX�Ricoh Suite I O I � ' .' :.:; �:. � - ,, :: � � � �?_�.:: ';;;�;, m �' � -- '�, ;��.�: - �..' 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R. ��' T�E�� FLEXIBLE PAVEMENi - - J �\� 11'PE'A' "� ' �� ' . • .'�� 3, I1E �pITRACTpI SHALL WT6Y T!E ENGPEER 24 !QR$ PRIpI IO MIY ��^' '� SuRFpCE� 1.5• TvPE S nCSC ,qnr SECTION A �� a� HEO1lPE0 WSPEL�IOMS AND S�W.L S1PR.Y N.L EOUIPMOIT lECtTLRY F4i ,Hpc(E FERWSON P.T SiD. SPEQFlCAlI0M5� IxSPEtito+ �WUiae tEST. � SYPE 'C' CURB BASE� 8' L[MEROCK / CWU[NA ROCK COMP MIN LBR - 100 � 202t S NAIT�NY TR�IL � �� vcSi PKM o[ACU. R 77tIS SUBGRAOE� 12' GOMP trv['A' Memas. • r�c coxra�crow sxK� cnc �ceauac ronrcurcn� ro ,�u. �rrccreo s• uram arncns Frn a[wvK. a�nc�nox �o µrcaeTmn � nc�x Ta�' �� 4a'9iva r"'°�' L�IP� CIXiPACTEO TO 98X nAX 0.0. AASHTD T-L80 ��r //'-'� � E%IfTpq �ACIL[TRY UiN PAVER BR[CK \ A F� � u � �- ` a � tiOELVUU G0.E L SURFACE� 3-L/8' PAVER @RICK p LOC�Aii0�11�� -�' � � W a�aac cNCa�nroco, unsutt�s.e w�ma�a. n�u e� ivavco ra � o 0 ➢ErM AM Mt[� OETpMU/MIT BY M EMGOEII! AND MG760..LEG VIfX KNlEN O[AZ LEVEL COURSEi I' SANO/PER MANUFACTURER RECOMM. �E1ElEMNW BY �,�, ��, � .D �p CI.EMI GRMIULMI SAND Ot SELECT IMtERIM. �PPMOVED !T TNE ENGRIEE2 �nppMTE p�pKyAY BASE� 8' LIMER�CK / CpOUINA ROCK s�ava.�ua sru �[ n Unns rm aur[n nw� e• � rwo vesr r�n ec�a+, cti aa�o� SUBGRADE� 12' COMa atto+rrxm+ SW. AIY. }` n n C94ACTE0 t0 l00 KKEMi Of' iME N�1%D4M DRY OENSITY AS OE7F,7UrtNE0 lFL� f7fU 47Y'SBfi CANC SLAB I1PE �B' .ONT P.G � � N HY MSxTO T!9-C. PLL lNOER lULLDNG SINLL BE R.ALEO IM �CCORNINGE v[rx ma �tGUCm7 x[caxn[xwr�s. V�TER� H SURFACE� 6' 4KSI CONC PER SPEC'S V/bx6 W2.9xV2.9 OR FIBER MESH A i1PE'A' � ^ x Nl(ACC OF 7EfHIE$fA � V/l.9' SAV-CU7S ! l2' O.C. E.V. MIN JOlIT �� 'D ¢ 6 Ml WK 9W1 !E PE60NK0 VJ A WecMM9�� wWxEM �xC UTLIT�ES �� sxa.� n[[r vtn+ �u �rr�.ic�ete cnr, cau�rr, SiATE� Mi0 �EOERiU. �• 1R fAAL F0p 110. i00 1p1 ippnqMl MpYV1011. SUBGRAOE� I2� COMP � � �� xax�im�s �wn� wacs, ��auoo+c asu aor vrt.oM 1 0?4O[ A R � 1NMN 0� i0W A NR�fR K f WYi m � GRASS PARKING 2S0 lEWlEStA 00. x aw +o �[ n nrrx r�w m w�oc car�s wxa n.um 7. T!E COMTIUICiON SNMl OOTAIN Ml PE0.MIT3 ANU/IIt LICENSES Tq TEOUES�A F1. JMlY A fI�011f q K 4Q C Itl O.G 111pW10.R qIM MM�. SURFACE� BAHIA S00 . �:., . . +' co�c��u cansmucrmK m: (sei ) srs-sx�s • • '. i `• . . .: � . . � � d SUBQiAOE� L2' STABII[ZEO LHR 30 ••• . : .,`: y.. �pp � ! �:7 �• •.•.: I/t' 0. 1/4' 0.. a N.t. co�cR[tt s�u.i. oEVC�an e te wr rnreESS[ve sr�vcm 6' �s�rtn: CONCREiE SLAB SPEC'S� '. :• ;.:, � � E W y 3oao rSt W OnERVISE �artG lmwun"NEe mYEn FNN�+TrL l, Cancrett shal! reeCh Mnk�un uitinoLe Strenpth f'c = 4000 �. �. "�"' ' �' �OI.OFA ''�.. :' � � � : : a'...:.'•'. �;. W �� pei rdn h 28 duys for elab on prade, unlevs otherriae rwted on ' ��T � N In N A N.L REQFOiCQq STEEL iNALL COMFDl1 70 AETNll7 MIO WVE A 4AIFAAL PER SECIIOM � r[ntaE S�ni ff 6a.ao0 r3[ Q+ Un�enSE MetE6 �u. �U Plans antl Schedulvs. All concrete shelt be readY-nlxed •� •A• ' p72-I,I F,D.O.T. 510. I1ff�� r�i 25po aurrtpt rNec onnE Nlth naxhuro npprepnSe 3/4' pea reck CASiM C In SPEpqCAnaNS, 4j c� d 10. n+E CONTRACruI! i�MLL WwMR£ M1 wac �wG �wmqALi �Ox � �� confornonCe Wth ASTM SpK C-94. NWnun Cfntnt cOntQnt �� z y aotuo ff ot is�a rva nc wrt nw�r wm,acT wts � m: (eail ��+-o�ao TYPE 'D' CURB OETAIL equals 9 ba / ¢ Kccnrea �u r�tr cunsrmicr� /wmve w�rcnlM.s ur�wc 0 Yd•• Type I[ per ASTM C-I30, and adnixturei SIDEWALK JOINT _ e . . r0+[sAro PO+mn aw1 K COANECrEO At ni CO�l�crprs [7�cME. S'roNYMA1ER "�p� 7hall eonforn� to ASTM C �/e •O.S. eT. J o � NLLAGE OF TEGUESTA � owc 2. 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Ik.L PAVENENT STRfPMG SNALL HE TA�PP[C PA[NT [N �CCOFpMICE VITH . - AB NU PpOT D1�X 19347. STRIPpIq Cpq PEDESTR[AN LROSS[NG ANO ST� BARS SNALL 1E TVERIIOPLAST[C IN A�GANCE VITH �GOT PIOE% 19347. U4�3 2. ALL StNII�[NG AND MMXtp�t V[TMp PALM KA6/ �p�NfY F/V S�MLL BE [N KCD70ANCC VITM PiC TYPICAL T-0-04-0OL SKET NO' C-5 Revtstons �^'+ �� 03-23-OS NEV PEH FOOT A� ATE i'RC OICT •A' 'M S' Y �ans.Y w�m A R mr ra 1 �_� iowMC MGVLL vutm y W� N� 16' l6 Y4 OOYNipm 101 Ylwp/IYR rm a�r m 4r rwr BAFFLE stOnGVqin 0� rWr /p � a�'� �' CONC VEW � 3/8' ALU/ PLATE �a w�wr_„�. vi M� e e• ac. �• Yu. ut °1 �wtr°i�sv swo � } nww rant e K.� ur . W .et amo m oas r� c�m 6' pCP _ _ mx aw v r . �• �om .uR� � � lB' RCP � � [E {7.0 ♦��♦ �J\\�♦ ��wo�n [E IIA . ��♦ 1��♦ c� n �iiw.r�apv o.w '"' a w.��i r . ♦ � w.nw ons�.. � wmno-r_i.y ■ wm -� � aie• ss. rTOxr �wcH \ \'� 3 � �� oc rt • lE' 0.G <T1'P7 ra.�nww�s � h ro ♦\♦ ♦�♦ — — wer�aaiw ��w�wnon. S �{ n' u YOJ° � VE(R TpP E4 17A GRT EL 18.5 � O� � wsno-t-�n x"�ms '� � � � o , ar rs iw 't ' a• WEIR EL !6A �� ' � � — — � 't"� � r : �a' � t• � � � n N.QIES- . ,. ,..: . . . .: .. � � i. e�aw+c suu. cars�sr a m-sru a�www �umut a w,m�tn a' : r:� w. e' •�� " x �wo cwaen uu�nocu �ro -�/e• saxic. uNSUrt� �-sru � :n ¢ YAENNS 311L51 �S WR. OW1o5 Mq WlGO1 XOC14 SIWL 9E Add�EO. p� �T{pl LpqINORYI RCflal t�l v�`' x +��-��YS��+��TM'�TM INLET DETAILS � ; � �rAaawre cow�crion w�ocx nic rwc Hw,w+c�s. ti Y iXE MPE 41ML R RACID NI A ORY 7f101C11. . �+ �. 9ICKiRL 9/NL BE iREE C� UIISlN�Al.E 4AlERIL RIL11 AS UAG[ � � C xaa�, wac �wo om.s. TYPE "E" �� « a oo+srv ress .wc �vuwco u+ i Fvor uns .ao�+e TMc �c �. C❑NTROL STRUCTURE �� u o mrEmr�s ar .wo• w�wx on ia o�crco er n+e �ecra+. • N v� TYPICAL TRENCH DETAIL �� "�'EN F(LT W� s cA�[C, TYPE 0-7. CSEE X y FWi [NOE% !U l97) J a � �� . � � a OvENl.4P 2 � cMa�� a �� v« z� �� ., � � ' Mi �'�— ' � d.' I ,' _.— -�. , ..1 � u � O .imNr I �� 1 ' I � a la' Sl.oriEO Rt,v I.. 3 � . I 3 �` 7 piip � nvC� INV EL 1�.0 moe secnow L' —�'L — 'J�L_l�o � N1 PIPES SMALL BE WRAPPm �N ACCORO. 6' W/FDOT INOE% /280 SHT 1 OF 4 FOR HV7 5,0 ALL PIPE - CONCRETE PIPE SHOWN FILTER FABRIG F I L T E R F A B R I C J A C K E T APPRO VED BY ENGINEE NO I CDARSE AGGREGATE PER FD[]7 IN�X M287 V 1 EXFILTRAT[�N TRENCH � o 0 1,1f�01 R'OI 6AM f0 Y'y'�l' l' ��OCK � � M[ vIM �tlMOIIIN vR� — — — � F L�OI �1 N r r-n,w ncv � j ' � !� � — — — ` — num reM�c eu r�auxo . E"I F- i '° w� � ,�„ r ,..i;�. �� MITERED END DETAIL @ DRY DET �� cac aa� ww EXFILTRATION TRENCH INLET DETA[L -�-u� �� ' 3 r*c r an � m p _ I t3' d�ux aNOe w � � � � � q a - 16' WMNiA1W YE7N. Q p EL.OTIE9� ORM11 PIPE Z Y/C T � Q R�fl� � � � J000 P9 C010E1E � INLET CURBING DETAIL • • — � � � � � r-o� �w _! j� Q TYP, SL�TTED DRAIN DETAIL Q o � � � � Z z 0 ¢ �. � a 3 ^ 0 ^ O SCN. COAN 406986 me ra 0403-80a sweer no. C-6 - - FEV[TIONS U3-21-OS REY PER SFMYO 01-26-06 REV PER .HI ��rt-Y.Y.a' sa�.p �p� A Or 0 1k+n Q � Nols BaM� la b� �Id+1 at M� � Oltd� � Ohcf� anclwn a lM Dq . ar� • o�n a aea _ -- �.... sa ri.o.a er snow w,o � uaher tsm.�e.a u�v uo.a..� v,wna xaEr �eo ►act aTa eorrou Kacr �w. a ew. � `�3 � xa BALES BACKm BY FEHCE � � � PROIECT�ON AROUNO INI.ETS OR SYIIAR 51AUC1URE5 u�'1 � •� � �V 1' Yln. � � � � � u �w � n.w,.m.ne.e � ,� : ,..:; - ' S�It Flor $ . o,. ♦� ` J UO � 1' YF. � . � � • ^ C � R�TnM010 ! � :'' � � � � NptK 5pedny for T ■ F�np !o b� M � p , T � i �� TfV •• " ':� eccvOrnp IN�Q�at 1. Sl�wl t of 7 •� `� ' Mcn> le.r Bdw r1tl� 2- Y i 2' .�' 7Waw Pr BOa �.Wwr Odw Mth 2- 2' � 1' .�' 7tdw hr sd� k enE tlltd� 4�ldbUaN at a'dnoq� �{ � �+ Mc*� hy Sdw TO{p� ��w Yri 2- 2' a 1' ��' SM� ►K DcM ry T�p� W SIt F�nu �'eNelb� sb�� Mt 2 0( 3. 1 � ElE�AM7N ELEVAliON MwrW Oltcn Battom IM�t�. f� I� SAt Fw�a ^ f19E M T� � � ApyllwUan a�C $p�r� fM uw W TpM 1! II baN baAw� �hwW b, 14n11�0 ta U� Da nal O�NoY M a monn�r that Mlt Mcn N xt o� o Oon aaoH prma�w�t Ib+Pq laTr�j wndlbm wUMG Y� G7�ot I, STwt 1 af 7. MO�� No. 10=. �� k M�m v� ta b� uw0 at �po+a iow��+ o�d n�ewrtr em*i., � � h � K � y ��. uW ot p�nnanwit OoON� a/ Kts. aeaPoQ+ Faa urr�veo drei+es sa.r �ce eaauc�naws �� a• uw d�v�r � � � �� BALED HAY ❑R STRAW BARRIERS AND SILT FENCES �� a--{ o � o � � PN A � � x a n.e-:�.�e , a ua-aao � cn .i' �.s' w itaE'0' 0.A9 � S� r � . � y ' 7 yt' y PAW 0. 17.0-17.S SOp SW l � � . — ' 1 ' S1 OtIDE QI:IV ' L ' VAVf EL 11.2-23.0 }' r�EL 20.07-29.61 4A% � � PAYI fl. 11.0-11. — — — — — — P�tt EL 2�.5-21.5 — — I � � �, � J . ' ' WN (], 16J ATOI E)O51 GRAOE IETNNN, NAl1 � M � � INOICAtED EL 16.17-18.97 � �_� u�:iv u�x SOUTH PROPERTY LINE NORTH PROPERTY LINE WEST PRESERVE UNE EAST PROPERTY LINE � �� ¢ � Z ¢ a � � � � J � C� ¢ snun� ro�a+ Z �-- ff +wTM iY e . 5 w o wnv vua�s o N:�v sarwc Q� 0,,, W N n ta.o-ia.s Y ~ � PAVf EL Ifl1-IB.9 � � Z 2x Z _ � Q � Q-' o oecaun� � � ^ en� iao ea�no+s a o n 0 COAN 406986 0403-800 C—� RE1951pN5 FlMg�p CRppE (24'%24'X8') REMJfq2CED CONCRETE COILAR a •• ' � ° xcxrn[ V ��ruc NOTES � � � a Q :e `��) �. •� , caia[ n[pna� A�6[ AR71 U191N5 M�T � IYRID A I[ F�[ �n ^ X[ MOR 80E1V1( NbfMIF9 AT � GBA1 WA76i MM1 71' QE N � NN in v> �• � MOOEI 12X12-t00C . t _ u msucr�M a� �aax. nc nc nnxc ,...-. ' 6�C. BY � . e �aiw ar �wsx Nu. a��'sea w xc • .•, � PETROLEUN EOUPMENT C0. •� u . ° • a ir,�� n u' �soK a +u wdse • � � � . NOLLYNOOU M. s'� . asn aa�an�'�� er eu nuwoi �'� . . � f awi i trrr a�t t� �. � TOPOF � 3 'Q . qUmGv • COUPUNC : � � M0 �'"' a d' a � k ��we� {xs iou Tl G N NIFAi �19� Iq 9R�IUI U7qi a1 NA ' a � a , . � , , +, � � vre sa a mw� ax � �7ttu t �/��a' �ipa �r � nt � C £ . e "•w;a ' : . a . . 0. N MIFAf �6E Wd1O �1�1 iRS lt IF4S � � � �, m�w x rea nnm wac isne ar w \ �: O . ' •dO , ':,r•• y •V '..1-�:•a�• l :; I�1EOq1URMlR MEAPaIff'Ml • N j� H 0, � . ' 1'%�kY IS E d[ YMNI N0.G471A flEiTICNC YM191 RC � Q � � e 4 INCHES OF � d ' B " DdUBLE SERVICE DETAIL „ �� a �sc. er ro �uN � �� ; • 4 3/4" eeornnc ' ' • ' • .-�• ma wwxaa a� � afA �ma ro a � � a .� '� iavrtw euswc "`:r.�•.. xxncr atniaur r�cw �r aaa �wsm a/at � � a � A sa a �, t' aiaa mwss uaa a.r ra aarnwk a aE[ xart Y sox nq wa wna,uar Rsae+nK �wis � < a+a[ acwron a cil. ww u4 n[ M � �� 4'OR6' � CIEMI W� � � �� U N��: w � ,�,� � (PLUMBERS ONLY) _ � NOl['A' YM411 (OQ Iql['CI M9[ F711N0 O111R UIOUL 4 V11�m QAI �M (YT. AL 1kLL i PEp1(A IIA1 MA01m � 1 I.00AION) SN MO � 1Q 1 r1G 6CIRU�6 tL PEN O �� \ nC n19/C Q Y6ID W�MI M FAi7MC M1D XE11�E . - nc 7a w xnr. rss m�m w[�u9 a etaom ��(7( BRI(,1C �:�.��.:1 671pIX IO IIUSM�F9 YA1kAN. �Ei[ dSINC @;v� �IVK IAIEIVI 4 Op tfl 4170. A OKIKi •• �� C i� •• • Y� �<.c�.} IRN0IED P1C IRNI9AON IARING LL � USFD. BRId( BASE DEiNL earxwunoq ,Y�..• ._L; LOXAHATCHEE RIVER DISTftICT 4` OR 6" SINGLE SERVICE DETAIL cgc�mcr� SANITARY SEWER LATERAL CLEAN OUT PROTECTIVE COVER SD � --- � (FOR USE IN PAVED AREAS ONLY) 1 dg LOHAXAICHEE WVER DISiRICT �_,µ �� o , N.r. SERVICE CONNECTION DETAIL � RDINNOER OF BAQ(FlLL 4AY BE � � � PIACED BY 4ACJANE MID COI/PACIED � ra x yw u� � nc � wwcr � TO A NAIOYUN W 9aS DEN9TY wwr wn eosex[ ae�m no I 1' � (AASi70 T-tE0)� pt PfR K41CY �o wu�iis sr�iw � Q r1 I/' HAYkIC JUNISUICTION m�i�ac�aa�0aa-a�� 4- 1 i06OqYMt1�MMMMR � W � � / �FlM9i 4RADE �ar�n �wram�iut Yx�sw� 1 a�r i�.a � u�oo�a wir w � �f 1. 2' �O O O O 00 oa�i[ ao�w q� �� R aM�lO � aL � o � ~ ' 1 ILL Mia iP �P M4 R C� O �O O � O � O � O O o� � �+aas�+i r�'a�w v� ooia w� wn �iw.�ac � � O O O O O � YFFAES mq �Y wp�o Y1o�n 3� 1 Y � o 00 $MQT/AY � � 4M.�rs1awusanea 1 1 2' 0 0$FY�EA o O "e °'�'°'r'°a � n a i ts' � o 0 0 0 0 0 ° T FNO PLACEO YEWMNCALLY owoi �c �•t�r n�iw.arn . O OoOOOOOOO o o I TW� 8�LL �JP�ri�� . 1 IYY11l�OMCRI�O �.�YMM[/1� O��L ��• ° o o ro A wniuuw aF aex oasn �"° �e�wo' mu�::`K �- o o �z r4 . auei «. arc .o uw 0 0 0 0 (�esHro T-ieol, at aen � .w�.x..a. M .,�,. K..a�.�u■ T 3U I 4 NC1HK MAlER11iL Af�NCY HANNG JURSOICTION � fT.�uw�cavr�wY fYL \ I�f U.lt if1L 6�l UNOQI PIPE HMINOi O�w �av a� w� �nwr o ni rt a t • a t/2• �axNrx�a �+�ew�nw��w�wn � q.A55I. 0.ASS 2� � NMNIOIE ' Mw�irul OR QASS 7 4AlEAlAL gEpNQ�T IAEA , ��, � � � R P /�i�0 YIM. Q '' ` �W�IMICrRY�FI w 4AIfMLAtG�i � lL iawwu�'�'av � s�Rwiaro[tm g NOTES: I---�x � 2 ..� �•�H. ' �,"„ �° w',� � �°�� .� •-M- cn .R,.� �. e° .� � . 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IN CASES MFIfT1E A 9iN.LOM FRAME IS NEQNRED U4 FOR THE ENiWE O�BEOIIENT /RE�. �n.u��u�wawo.o�rac � O NOOEL IBSb NAY 9E 3195TUiE0 FOR MODEL /2J0'AB'Y A OHY TRENCH 9fALL BE NAINi181E0 M1EN U9NG 0.J�55 2 $ECTION A-A� J � a^ �NO 4A55 3 4ATERIAL � - •wmro� "m'ww° \ LOXANATCHEE RIVER DISIRICT IOXAHATCHEE RIVER �ISTRICT ^ SD PVC PIPE GRAVITY SEWER SD I.QXAHATCHEE RI4ER OISTRICT SD MANHOLE FRAME AND COVER 8 EMBEDMENT DETAIL Z PRECAST MANHOLE 6 4 OJ M.T.S. f U1 � N.cs. � WAN �0l9B6 pMWN� N0. 04a3-800 s�+�r �a. C-8 RE�'�90N5 A � � � � Q n uNe H A ME1ER BY NLLA4E B �IT PA�T pp�=[ W{,L VK ` � <I'. l �/C W YI �� RR.) L KiCR pfI ` RS�C00� � W YMMt1lK � �� ' r � r ui+an PLAN �• n.r. oewa YN. YNl. � � N �� O NA1G YCIt� Of t Y 0�1[� Yf r�� MGLE �A1E7U� JI�� 0� 1' wM. 5l�Nf.L UMC p.�lp00. PI(G[ (il'I .-.'-. PIX.'�E7NILEME iVB�NC � O TINIE ik� VdLYE � � ^ PAOLOP� rR/4� i �0' 0.1. RIA./MIG. . - . I LL r MIiA K1W �R1RI VY Ot 2'1 �610M •� �� 9�OfiT 7aMCE i O�Y 1 ul Q GS t Y O�R� Cp/1G ! 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