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HomeMy WebLinkAboutDocumentation_Regular_Tab 08B_04/14/1994 ^� 3 � VILLAGE OF T'EQUESTA f y,u,, : , . DEPARTMENT OF COIviMUMTY DEVELOPI�NT . � '; � Post Office Box 3273 • 357 Tequesta Drive ;_�•� Ap � f t Tequesta, Fiorida 33469-0273 •(407) 575-6220 -� s , ' ,,° Fau: (�Q7) 575-b203 t• "�� �1.��r f'�� � �' MANAGER'S c�, �'"i� 4F�ICE MEMORANDUM � S� � T0: Thomas G. Bradf ord. V i 1 1 aQe Manager FROM: Scott D. Ladd, Building Oft icial �/ DATE: Apr i 1 7. 1994 SUBJECT: Constitution Park Improvement Pro�ect Phase II. Landscaping and Gazebo 397 Seabrook Road, Tequesta Tom, attached are eiahteen <18> sets of site plan review packets for the above subject pro�ect. Please place this item on the avenda for the April 14. 1994 Council meeting under development matters. Thanks. Recycled Paper ' ` VILLAGE OF TEQUESTA � �� BUILDING DEPARTMENT ' Post Office Box 3273 • 3571"equesta Drive Tequesta, Florida 33469-0273 • (40'n 375-6220 � # FAX: (407) 575-6203 C � . � ��� AMT. SITE PLAN REVIEiI tSHORT FORM) PROJECT CONSTITUTION PARK IMPROVEMENT PROJECT — PHASE II LOCATION: LOT BLOCK PROPERTY CONTROL N0. ADDRESS: 397 SEABROOK ROAD A. C. A. B. APPROVAL MEMO & MEE'TING MINDTES: _ SEE EXHIBIT "A" B . STATEMENT OF INTENDED UEES LANDSCAPING & GAZEBO C. GENERAL LOCATION MAP/SITE PLAN SEE EXHIBIT "B" & SITE PLAN D. ARCHITECTURAL ELEVATIONS SEE PLANS E. ENGINEERED IIRAWINGS N/A F. BUILDING STROCTURE— LANDSCAPINGJSCREENING SEE LANSCAPE PLANS .�---'� � � �� �� SIGNATURE OF AE'PLICANT: - �'��-�`' � � ADDRESS: � � DATE PHON� N0. X September 7, 1993 Thomas G. Bradford Village Manager Village of Tequesta 357 Tequesta Drive Tequesta, Florida 33469 RE: Jupiter-Tequesta Junior Citizens, Inc. Approvals/Permits, Etc. Dear Mr. Bradford: As agent for the Village of Tequesta, authorization is hereby granted by the Board of Directors of the Jupiter-Tequesta Junior Citizens, Inc., owner of a parcel of iand located at 399 Seabrook Road, Tequesta, Florida, for you to act on behalf of the Jupiter- Tequesta Junior Citizens, Inc., in applying for all necessary approvals, permits, variances, etc. as regards the development of Constitution Park. Jupiter-Tequesta Junior Citizens Board of Directors BY: �� -- - - Pr sident ATTEST: ecording Se ret y EXHIBIT "A" , FOUR (4) PAGES � a VILLAGE OF TEQUESTA , DEPARTMENT OF COMMUNiTY DEVELOPMENT '; Post Office Box 3273 • 357 Tequesta Drivc i o Tequcsta, Florida 33469-0273 •(407) 575-6220 m 4 F�: (407) 575-b�03 � f ��N COUM�y . MEMORANDUM T0: Thomas G. Bradford, ZJi 1 lage Manager FROM: Scott D. Ladd, Building Off icial ��C1, / DATE: Apr i 1 ?. 1994 SUBJECT: Constitution Park Improvement Pro�ect Phase II - Landscaping & Gazebo 39? Seabrook Road, Tequesta Tom. the Cvmmunity Appearance Board reviewed the above referenced pro�ect on April 6. 1994 The following concerns were expressed by the Board regarding this proposed project: 1, Concerned with the proposed red color for the asphalt coating on the pathwaps. 2. Concern with regard to the thickness of the subsurface under the asphalt. 3. Concern that there were too many cross connecting pathways. 4. Goncern with rectard to the lack of any plantings along and outside of the chain link fence on Dover Road. 5. concern ever the green color of the chain link fencing. 6. Concern over the color of the asphalt shingles for the qazebQ roof. 7. Concern over the location of the proposed sign. Motion to approve the proposed pro�ect subject to the following condit ions: � 1. Basketball Court to be plexipave light green color for glaying area. 2, Basketball Court Ferimeter to be Sudbury Sand color. 3. Pathways to match the Sudbury Sand color. Recycled Paper (2) Page 2 4. Asphalt roof shingles to be light brown color. Woodland II Series. 5. Eliminate the pathway west of the basketball court. 6. Add a circular focal point in the pathway at northeast corner of basketball court. 7. Provide a bench for seating around tree at circular focal point. 8. Add appropriate plantings along fence at Dover Road. 9. Use green vinyl chain link fence along west side of park that backs up to Tequesta Gardens and use black vinvl fence at all other areas. Vote on the motion: 5-0 to approve. Additional Board comments: NONE Buildinq Official Comments: This groposed pro7ect in Phase IZ of a plan to develop Constitution Park and includes the previously apgroved Phase I portion of the plan which consisted of the landscaping, lighting and parking lot changes in front of the JTJC buildinQ. Staff recommends approval. SDL: � mm - (3) ; � VILLAGE OF TEQUESTA , DEPARTMIIrT OF COIviMUMTY DEVELOPM�VT �- Post Office Box 3273 • 357 Tequesta Drive ; � o Tequesta, Florida 33469-0273 •(407) 575-b220 m �, ,� Fax: f407) 575-6203 �C'� COUM�y . Apr i 1 7, 1994 Thomas G. Bradford, `lillaQe ManaQer Village of Tequesta 357 Tequesta Drive Tequesta, FL 33469 Dear Tom: RE: Cammunity Appearance Board Review Constitution Park Impravement Project Phase II. LandscapinQ & Gazebo This letter is to confirm the action of the Village of Tequesta Community Appearance Board at the April 6, 1994 meeting approving your application for the above referenced project as submitted and subject to the followinct chantTes: 1. Basketball Court to be plexipave light qreen color for playing area. 2. Basketball Court Perimeter to be Sudbury Sand color. 3. Pathways to match the Sudbury Sand color. 4. Asphalt roof shinqles to be light brown color. Woodland II Series. 5. Eliminate the pathway west of the basketball court. 6. Add a circular focal point in the pathway at northeast corner of basketball court. 7. Provide a bench for seatinQ around tree at circular focal po int. 8. Add agpropriate plantings along fence at Dover Road. 9. Use green vinyl chain link fence along west side_ of park that backs up to Tequesta Gardens and use black vinyl fence at all other areas. As you are aware, this proposed project must be reviewed by the VillaQe Council at Site Plan Review and has been placed on the agenda of the Council meeting scheduled for Thursday. April 14. 1994, beginning at 7:00 P.M. in the Village Hall, 357 Tequesta Drive, Tequesta. You and/or your representative must be in attendance at this meeting to present your application and answer any questions the Council may have. If a representative is not present, the Council wi11 withhold action until a later date. Recvcled Paner (4) r • Paae 2 CAB Approval 4-7-94 Th�s approval has no bearinq or relationship to any other approvals or permits which may be required. Please feel free to contact the Department of Community Development should you have any questions regarding this matter. Very trulv yours. �� � (ll� Scott D. Ladd Clerk of The Board - : j mm cc: Leslie Cook, Ghairman CAB Joann ManQaniello, Administrative Assistant/Village Clerk =�� ,. ; � �M ��, �..� �.t••/� •• � ��� tW � � � . Ii �os� • � � t�a +s � » � . EXHIBIT ' :�s �ta �� t�r �• s� N �� � �t. tt N � : ��;Myt` t�s ��PO N � •� �s �• ♦� t • • M � �s • . �. t � t�1 s 200 '� ��� � OAK IIqO! LAM[ '• IN �� N { ►ARC[L C u/ I � t �� tf7 IN �� • N♦� �� � i ! 1 � _ � • �� i0 N fi Q N if N q 11• 1U 11� �' '� � � � �s w«ow aonn a , �: �� � 1 • � 4 � t�= �� . � �a tt w �• a� �� �� �� a� ��t �� o .s ~ ^ t to 11 t! 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' � ^ • ' � ` � — -- � { Ll 0 L0 n _m Q V O CL E to M m 0 a 0 U I Zp U 0 v CU Site FOR VILLAGE OF TEQUESTA SECTION 25, TOWNSHIP 40 SOUTH, RANGE 42 VILLAGE PALM BEACH TNORTH VICINITY MAP OF TEQUESTA C111w1111111UNTY, FLORIDA t 1 EAST MAYOR RON T. MAC"IL VILLAGE COUNCIL WILLIAM E. BU C ART —VICE MAYOR JOS�p�i� N. CA+PRETTA EtX�L L. COLLINGS ELIZABETH A. SCHAUER VILLAGE MANAkER THOMAS G. BRiADFORD INDEX OF SHEETS ' SHEET NO. DESCRIPT16N T -1 TITLE SHEET S -1 SURVEY SHEET S -2 MASTER SITE PLAN C -1 HORIZONTAL CONTRO4 PLAN C -2 PAVING, GRADING, & DRAINAGE PLAN C-3 PAVING & DRAINAGE ETAI LS C -4 DETAILS — COURTS GAZEBO C -5 DETAILS — EXERCISE EQUIPMENT C -6 DETAILS — HANDBALL COURT L -1 LANDSCAPE PLAN L -2 LANDSCAPE DETAILS I -1 IRRIGATION PLAN 1 -2 IRRIGATION DETAILS E -1 PARK LIGHTING PLAN` x- 1 U z w c W Z Z a J a vs E- U W U w a uu W a on Z W Z O Z uj ots uj uni c!) JOB NO. 93-348 SHEET T-1 Of , y E CL d- m rn aj 0 w 0 a ca cn u w J Q t� to EDGE OF ASPHALT I FOUND P.K. NAIL x � AND DISK (LS 3938) 3.01' WEST 6.95 NG RE Z 0 U W rn (f) W C!) Q Z W cl� D m Q Y CD O O Q M W J d IL W F-- FOUND 1/2" IRON PIPE IN CONCRETE WOOD) '♦'' FENCE I JN�' 6X84 6X70 J a a Q 6X74 1 1 END OF WOOD FENCE 2.0' NO RTH OF LINE FENC E 3.2 -NORTH 1..4 5..21OF LINE TELE PHONE PEDESTAL PN14 POI NT OF BEGI N NI NG SOUTHWEST CORNER OF TEQUESTA GARDENS SECTION" A" STEEL PIPE ON + CP12 540 rPNN2 2 .L Q�' NO, + PN12 PN6 5NG3 TEQUESTA GARDENS SECTION ''A PLAT BOOK 28, PAGE 200 NORTH LINE OF SOUTH 279.00 OF N.E. 1/4 OF S.E. 1 /4 OF SECTION 25 AND SOUTH LINE OF TEQUESTA GARDENS SECTION "A" FOUND 1/2" IRON N89 054'03 "E 590.27' ROD AND CAP (LS 3 � 38 ) PLAT= N89 05354 "E 590.264) 0.04 SOUTH J PO J �7 JN�6 JNV FOUND 1/2 "IRON ROD AND CAP -- ( LS 3938) ON LINE SET RC I RIDGEWOOD CIRCLE FOUND. PK. NAIL AND I DISK 0.01' WEST 40' 1 40' tD I WEST SIDE OF ° PN20 00 S UTILITY POLE NI C 6X7! 00 . O 0� � P• � N I N V-O.H.W. z { EAST EDGE OF ASPHALT 3 ACROSS LINE (0.08 TO 0.43') 3 t0 M- 6X67 0 N = Zj EAST LINE OF ° O TEQUESTA GARDENS 0 Z SECTION "B" I Z Q J a 6X69 .. J Q I az � J CL V) 6X59 ?5 w Q t] w �- Z o z = + CP12 540 rPNN2 2 .L Q�' NO, + PN12 PN6 5NG3 TEQUESTA GARDENS SECTION ''A PLAT BOOK 28, PAGE 200 NORTH LINE OF SOUTH 279.00 OF N.E. 1/4 OF S.E. 1 /4 OF SECTION 25 AND SOUTH LINE OF TEQUESTA GARDENS SECTION "A" FOUND 1/2" IRON N89 054'03 "E 590.27' ROD AND CAP (LS 3 � 38 ) PLAT= N89 05354 "E 590.264) 0.04 SOUTH J PO J �7 JN�6 JNV FOUND 1/2 "IRON ROD AND CAP -- ( LS 3938) ON LINE SET RC I RIDGEWOOD CIRCLE FOUND. PK. NAIL AND I DISK 0.01' WEST 40' 1 40' tD I Q w w w w o ° ° PN20 00 S NI w N_ .1600 I0p z ZY wU) N N 142.84' 4 g 1 84.94 1 69 _ 7 0 7.8 i ;RK 7.81 7.62 .58 1 { 3' HIGH PNi5� 18.24' O.H.W. NG 17.97':Z-BROKEN ASPHALT WOOD FENCE END OF WOOD FENCE 1.2' 7N10 ' 6.1 2 NORTH OF LINE -FLAG 09'77' c, 7. 92 PO LE ASPHALT - 91 SNP J 7 AN�1 JN02 JNG� N�9 ::. � I NG 9i JX78 .7 65 .7 13 X50 .05 ONE STORY r i2 CONCRETE 1 BUILDING JN 7 EDGE OF ?• o I AS PHA LT t1 Q J 3d J i0 JN09 JNOt *NP JNR2 JNde FINISH FLOOR 7.79 1 JX58 JX43 JX18 X48 .00 tia NG N6 E LEVATI ON= 8.52 ( I� +�Q 85 PARKING AND ACCESS 'Cp12 JN 4 1 EASEMENT W ( PROVIDED BY CLIENT) � OY ZZ, e Z ZC2 112.83 ti X33 •98 10 + 5 Z2 bN6 5N1 JNG4 JNG6 JNG3 JNG4 '�!,' ,.,. 7X49 +7X42 7X28 7X06 o I m NG :`:., ...�.. 1 1 +PN4 BENCHMARK SET 7N07 7 ?7 /`0 ASPHALT v 1< W "X "CUT AT CO NER OF--"/ N WOOD FOUND P.K. NAIL ° PN6 SIDEWALK AND DISK(LB 2799) ELEVATI O N =7.9 6 FEET 7 41 ENCLOSURE U R JN�3 � �E4fJ6CLOSURE 0.05' WEST 5 Z9 5 9 r PN 6 JN02 bNQ2 �Nd4 ,� X 7 X35 .7y 08 Z6 i9 .77 NG NG PN12 FOUND 1/2 "IRON r7 7 1X78 7X5 1X48 X ROD AND CAP 7N�0 N6 gN37 UJ `a° (LB 2799) S89052!52-"W 8NG0 /205.07'/ G A� CNORTH LINE OF THE SOUTH ONE STORY 5X24-- 16 79 5N 7 0 2.00' OF THE SOUTH 279.00' B NCRN GE � X 5N 6 N.E.1 /4 OF S.E. 1/4 OF SECTION 25. 5 6 WEST LINE OF THE EAST 205.00'OF O N +PN8 THE SOUTH 132 00' OF THE SOUTH �`� O w -z z w= Q Q w w w w o ° ° PN20 00 S w z, wl a I- 0 FOUND P.K. NA I L N WATER M ET ER • 279.00 OF N.E.I /4 OF S.E.I /4 OF 0 o r- =a- PN8 .SEC TI ON 25 LYI N -G WEST OF WEST M U N PLAT TED Z o N �� J R/W LINE OF SEABROOK ROAD - o: Z -� a .� 07 • . b 4 N bN�B O z Y p a PN4 PN8 N6 6 Wao w °o w ga3 �I ... N U ti X 0 Q! O +P 8PN6 �O� M�� �m ZZ� OD PN6 O N °Z�w M a ago w W owo PN8 d. v �ooz LO M �� 3 wr r 6 5 ��gg + w� 203:1 o OD N X� I '6N 4 r PN8 �NG7 5NG" SNi;S �N 9 PN2d ° ° u - w (r O 0o _J M z 3 PN10 PN12 UTILITY FOUND V2 IRON ROD 8 N 89 53 43 E 1 15.70 z - = z °-M °z Y POLE AND CAP(LS 3938) ( PLAT= N 8905343 E) ozo o 1 3 (TYPICAL) a .,, co PN12 O.H W. 6NBG8 6No 14.97 I 1 - Pi8 5 - - - - 6 0 - - - - - -- -- -- - ----- - - - - -T4OO) - - - - - - - - I o gg 7 - - - - 6' UTI L IT Y 6N8 r 06 •08 5NG- u ° 686 ' TRS 4 FENCE o EASEMENT PARK 0 Z °PN15 P.Q.26, PG.18 BENCH` - -i-Q Q �- �N NORTH LINE 0.9' WEti 36 z gyp (TYPICAL) OF LDTS Q., +}- z 34 AND 35 0 LL_ O N 40' W LL TELEPHONE 5N 0 0d FLAG r 06 5N6 CHAIN p Oa E- W PEDESTAL F G J UNK FEN7CEW z�� w QO G ? f r% N WEST L NE N POLE Q -- OF LOT 32 Soo (Dt linen EAST LINE � O0��m 01 PN t 5 3 2 � � PLAQUE � � _35- OF LOT 3� NJ Is - � CV � of 1 +06 J a N __Z W Y� N 0 �' _ �) wf _QD 00O :O 3 7 r�N10 3 'O6 �` 'ONO' w D 9; 4w �w oZ z� J 5 QO 60 F- Cl- O� iI I Nd �' PN6 5N DRINKING r w cL 3 u w w w� N 0 0) W d Ir Q °PNi2 SPOT FOUNTAIN Qm0 � �_ �`p �� �� O O M U-1 � Dc VALVE r r r LIGHT + z�Z 6 d00D ma VOj ~ ~ Q� v { PN18 PN6 Nit (TYPICAL) LINE NORTH F /W 04 ,yll a 6N 6 1 04 DOVER ROAD ,� cQnvwi �6F36"CE 6N� RC QQ Z d 1 �� 411 �� �- - 6. 70 ad S 89° 591-4-9 W 325.01 (PLAT= S 90°00 00 W 325.00 ),%,O oti Coo`9' ���" r- EDG E,,,.2 OF PSPHALT DOVER ROAD �-- IW ASPHALT PAVING) 454.54' 1040.00' ( PLAT= 1040.00') FOUND P.K. NAIL LEGEND AND DISK ( LS 3938) rt CENTERLINE CONCRETE P. B. PLAT BOOK O.H.W. OVERHEAD UTILITY WIRES PG. PAGE OTRI4 TREE WITH SIZE ° 6.P9 ELEVATION ON ASPHALT ° PN 12 PINE TREE WITH SIZE UTILITY POLE °CP12 CABBAGE PALM WITH SIZE -x-- - FENCE °06 OAK TREE WITH SIZE 6.18 GROUND ELEVATION +BB6 BOTTLE BRUSH TREE WITH SIZE o R W RIGHT- OF- WAY I R C 1 /2L .B02934 SET AND CAP .112 FOUND NAIL N WATER FOUND X:v METER 94 AND DISK N PK. NAIL 89.51' - 39.90_ _ _ (,NAIL OUND PK. AND N FOUND PK. NAIL I D ISK AND DISK (LS 3613 ) (LS 3613) 0.09' EAST I HEREBY CERTIFY THAT THIS SURVEY WAS MADE UNDER MY RESPONSIBLE CHARGE AND WAS PREPARED IN ACCORDANCE WITH THE MINIMUM TECHNICAL STANDARDS FOR SURVEYING AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 21 HH-6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. FOR THE FIRM OF GEE & JENSON ENGINEERS - ARCHITECTS - PLANNERS, INC. JAMES A. DAVIS, PLS FLORIDA SURVEYING REGISTRATION NO. 4609 REPRODUCTIONS OF THIS CERTIFICATE ARE NOT VALID UNLESS SEALED WITH MY EMBOSSED SURVEYOR'S SEAL. PALM PQ o Q Y O O W v DOVER TEQUF�, r. ROAD o S1 U_ 17 i LOCATION MAP NOT TO SCALE DESCRIPTION A tract of land being all of Lot 35, Block 16 of "A RESUBDIVISION OF A PORTION OF JUPITER IN THE PINES SECTION B" as recorded in Plat Book 26, Page 215 of the P blic Records of Palm Beach County, Florida; together with Lots 32, 33, and 34 Block 1 of "JUPITER IN THE PINES SECTION 'B'" as recorded in Plat Book 26, Page 18 of th said Public Records; together with the South 279.00 feet of the Northeast one - quarter of a Southeast one - quarter of Section 25, Township 40 South, Range 42 East, Palm Be ch County, Florida lying West of the West Right -of -Way line of Seabrook Road as no laid out and in use, LESS the East 205.00 feet of the South 132.00 thereof; all of the above lying in said Section 25, Township 40 South, Range 42 East, Village of Tequesta, Palen Beach County, Florida being more particularly described as follows: BEGINNING at the Southwest corner of "TEQUESTA GARDENS SECTION 'A'", as recorded in Plat Book 28, Page 200 of the said Public Records; thence North 89 054'03" East along the North line of the said South 279.00 feet of the Northeast one - quarter of the Southeast one - quarter, same line also being the South line of said "TEQUESTA -,,,,f ?ARDENS SECTION 'A'", for 590.27 feet; thence South 00 °17'16' East along the said Idlest Right -of -Way line of Seabrook Road, for 146.90 feet; thence South 89 052'52" West al ng the North line of the said South 132.00 feet of the East 205.00 feet, for 205.07 feet; 1th nce South 00 014'28" East along the West line of the said South 132.00 feet of the Ea 205.00 feet, for 132.00 feet; thence North 89 053'43" East along the North line of said Lo 34 and 35, for 115.70 feet; thence South 00 °17'16" East along the East line of said Lo 35, for 103.76 feet; thence South 89 059'49" West along the North Right -of -Way line of [over Road as now laid out and in use, for 325.01 feet; thence North 00 °17'16" West along the West line of said Lot 32, for 103.18 feet; thence South 89 053'43" West along the North lines of Lots 29, 30 and 31 of said "JUPITER IN THE PINES SECTION 'B'" for, 17630 feet; thence North 00 °11'03" West along the East line of said "TEQUESTA GARDENS SECTION 'B'", for 279.00 feet to the POINT OF BEGINNING. Containing 3.93 Acres, more or less. t SURVEYOR'S NOTES 1. Bearings shown hereon are relative to the North line of Block 16 of 'JUPITER IN THE PINES SECTION 'B'" which bears South 89 053'43" West. 2.4 Dimensions shown hereon are in feet and decimal parts thereof and are based on the definition of a foot as adopted by the United States Bureau of Standards and r refer to the horizontal plane. 1 3. The survey and description shown hereon was prepared without the benefit of a title examination or search and is based on information provided by Client and/or agents of the Client, subsequently the undersigned and Gee & Jenson Engineers - Architects- Planners, Inc. make no representations or guarantees as to the information reflected hereon pertaining to Easements, Rights -of -Way, Setback lines, Reservations, Restrictions, Agreements and other similar matters which should be obtained and confirmed by others through appropriate title verification. 4. Apparent visible above - ground improvements have been located and graphically depicted hereon, however, there may be other improvements that benefit or encumber the property that are not readily identifiable through a diligent visible search of the property. 5 No underground foundations located. Lands shown hereon are subject to existing Agreements, Easements, Rights -of- Way, Restrictions and Reservations regardless of recordation. 7 Survey data in Field Book 93 -09. Date of survey and last site inspection, October 15, 1993. �- Elevations shown hereon are in feet and decimal parts thereof and refer to N.G.V.D. 1929 Datum. Reference Benchmark: Palm Beach County Benchmark "W 308" on top of the West end of the South concrete walkway of the Tequesta Drive bridge over the North fork of the Loxahatchee River, 5.2 feet South of the South curb of the bridge and 1.0 feet above the level of the bridge floor. Elevation = 13.14 feet. 1. Benchmark Set: "x" cut at Southwest comer of sidewalk at rear of building on site. Elevation = 7.96 feet. Z a CL a Q W W C3 Z a W a M 4 } m W 0 a Z d � a c 0 = a ua- O in U_ W O Q LL W > W Q Z Z ac 6 U LU _ 2 O CLW0 W a� -cnm Cc f C7 LL q J aQa a O W = 4 ~<Z Z J C3 Q - W Q Q O CD Z •at U J 0 W J M t!) > Z U Z Oui Q Cc o w zwCc Z J O Q U J J Cr LL CL - UJU)X U F- 0 U Ucc d Fw- >-m -¢ =ate 0a US J Q a •c[ Ld a Z U) O F- WWW w 3C Wz Z w JOB NO. 93 -348 S -1 OF .112 FOUND NAIL N WATER FOUND X:v METER 94 AND DISK N PK. NAIL 89.51' - 39.90_ _ _ (,NAIL OUND PK. AND N FOUND PK. NAIL I D ISK AND DISK (LS 3613 ) (LS 3613) 0.09' EAST I HEREBY CERTIFY THAT THIS SURVEY WAS MADE UNDER MY RESPONSIBLE CHARGE AND WAS PREPARED IN ACCORDANCE WITH THE MINIMUM TECHNICAL STANDARDS FOR SURVEYING AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 21 HH-6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. FOR THE FIRM OF GEE & JENSON ENGINEERS - ARCHITECTS - PLANNERS, INC. JAMES A. DAVIS, PLS FLORIDA SURVEYING REGISTRATION NO. 4609 REPRODUCTIONS OF THIS CERTIFICATE ARE NOT VALID UNLESS SEALED WITH MY EMBOSSED SURVEYOR'S SEAL. PALM PQ o Q Y O O W v DOVER TEQUF�, r. ROAD o S1 U_ 17 i LOCATION MAP NOT TO SCALE DESCRIPTION A tract of land being all of Lot 35, Block 16 of "A RESUBDIVISION OF A PORTION OF JUPITER IN THE PINES SECTION B" as recorded in Plat Book 26, Page 215 of the P blic Records of Palm Beach County, Florida; together with Lots 32, 33, and 34 Block 1 of "JUPITER IN THE PINES SECTION 'B'" as recorded in Plat Book 26, Page 18 of th said Public Records; together with the South 279.00 feet of the Northeast one - quarter of a Southeast one - quarter of Section 25, Township 40 South, Range 42 East, Palm Be ch County, Florida lying West of the West Right -of -Way line of Seabrook Road as no laid out and in use, LESS the East 205.00 feet of the South 132.00 thereof; all of the above lying in said Section 25, Township 40 South, Range 42 East, Village of Tequesta, Palen Beach County, Florida being more particularly described as follows: BEGINNING at the Southwest corner of "TEQUESTA GARDENS SECTION 'A'", as recorded in Plat Book 28, Page 200 of the said Public Records; thence North 89 054'03" East along the North line of the said South 279.00 feet of the Northeast one - quarter of the Southeast one - quarter, same line also being the South line of said "TEQUESTA -,,,,f ?ARDENS SECTION 'A'", for 590.27 feet; thence South 00 °17'16' East along the said Idlest Right -of -Way line of Seabrook Road, for 146.90 feet; thence South 89 052'52" West al ng the North line of the said South 132.00 feet of the East 205.00 feet, for 205.07 feet; 1th nce South 00 014'28" East along the West line of the said South 132.00 feet of the Ea 205.00 feet, for 132.00 feet; thence North 89 053'43" East along the North line of said Lo 34 and 35, for 115.70 feet; thence South 00 °17'16" East along the East line of said Lo 35, for 103.76 feet; thence South 89 059'49" West along the North Right -of -Way line of [over Road as now laid out and in use, for 325.01 feet; thence North 00 °17'16" West along the West line of said Lot 32, for 103.18 feet; thence South 89 053'43" West along the North lines of Lots 29, 30 and 31 of said "JUPITER IN THE PINES SECTION 'B'" for, 17630 feet; thence North 00 °11'03" West along the East line of said "TEQUESTA GARDENS SECTION 'B'", for 279.00 feet to the POINT OF BEGINNING. Containing 3.93 Acres, more or less. t SURVEYOR'S NOTES 1. Bearings shown hereon are relative to the North line of Block 16 of 'JUPITER IN THE PINES SECTION 'B'" which bears South 89 053'43" West. 2.4 Dimensions shown hereon are in feet and decimal parts thereof and are based on the definition of a foot as adopted by the United States Bureau of Standards and r refer to the horizontal plane. 1 3. The survey and description shown hereon was prepared without the benefit of a title examination or search and is based on information provided by Client and/or agents of the Client, subsequently the undersigned and Gee & Jenson Engineers - Architects- Planners, Inc. make no representations or guarantees as to the information reflected hereon pertaining to Easements, Rights -of -Way, Setback lines, Reservations, Restrictions, Agreements and other similar matters which should be obtained and confirmed by others through appropriate title verification. 4. Apparent visible above - ground improvements have been located and graphically depicted hereon, however, there may be other improvements that benefit or encumber the property that are not readily identifiable through a diligent visible search of the property. 5 No underground foundations located. Lands shown hereon are subject to existing Agreements, Easements, Rights -of- Way, Restrictions and Reservations regardless of recordation. 7 Survey data in Field Book 93 -09. Date of survey and last site inspection, October 15, 1993. �- Elevations shown hereon are in feet and decimal parts thereof and refer to N.G.V.D. 1929 Datum. Reference Benchmark: Palm Beach County Benchmark "W 308" on top of the West end of the South concrete walkway of the Tequesta Drive bridge over the North fork of the Loxahatchee River, 5.2 feet South of the South curb of the bridge and 1.0 feet above the level of the bridge floor. Elevation = 13.14 feet. 1. Benchmark Set: "x" cut at Southwest comer of sidewalk at rear of building on site. Elevation = 7.96 feet. Z a CL a Q W W C3 Z a W a M 4 } m W 0 a Z d � a c 0 = a ua- O in U_ W O Q LL W > W Q Z Z ac 6 U LU _ 2 O CLW0 W a� -cnm Cc f C7 LL q J aQa a O W = 4 ~<Z Z J C3 Q - W Q Q O CD Z •at U J 0 W J M t!) > Z U Z Oui Q Cc o w zwCc Z J O Q U J J Cr LL CL - UJU)X U F- 0 U Ucc d Fw- >-m -¢ =ate 0a US J Q a •c[ Ld a Z U) O F- WWW w 3C Wz Z w JOB NO. 93 -348 S -1 OF O in U_ W O Q LL W > W Q Z Z ac 6 U LU _ 2 O CLW0 W a� -cnm Cc f C7 LL q J aQa a O W = 4 ~<Z Z J C3 Q - W Q Q O CD Z •at U J 0 W J M t!) > Z U Z Oui Q Cc o w zwCc Z J O Q U J J Cr LL CL - UJU)X U F- 0 U Ucc d Fw- >-m -¢ =ate 0a US J Q a •c[ Ld a Z U) O F- WWW w 3C Wz Z w JOB NO. 93 -348 S -1 OF Z U Z Oui Q Cc o w zwCc Z J O Q U J J Cr LL CL - UJU)X U F- 0 U Ucc d Fw- >-m -¢ =ate 0a US J Q a •c[ Ld a Z U) O F- WWW w 3C Wz Z w JOB NO. 93 -348 S -1 OF a 0 M II ci 0 CL a M 0) RL O Al 6' CHAIN LINK FENCE - W/ BLACK VINYL FABRIC r New Dumpster location - . 6' WOOD FENCE w/ A MAINTAINED 6' HEDGE TRASH RECEPTABLESTYP. w /screen fence & hedge 141 ryt: jut eEi♦' �: , ;Pt �r ♦•r`•:Y!C°';�Qr �;�� ;iroo• WP r� � ; ^•;jrM; `� '' ''3 �w`, ' •;J°. .•� �s ; • �, � � �• ,••� {+f:y � ',)) . \eq1 .+�. \G� \r \t1 '' ...r, '�t'�i�• �. ?e� ,?� ..yy/ D rir'• "• ..i�\• • ��r i'Q.� "♦ �•J�f{ 1; s^� ^' .,� i7f d,F•'! r.A• '�•• •� tiI'! ♦u _ ;b �'•�. °�'�'' •'y O +Vr'. }b^ In 8' PEDESTRIAN TRAIL " 1 UH OPN14 • • qP ' O EXERCISE f _ — STATION 3 ♦O FUTURE PLAYGROUND W c O NA ' �4 YOUTH CENTER OPEN SPACE AREA' EX CIS , WATER FOUNTAIN ' S AT10 uj o ( PN8(D N —PLAYGROUND -- ° 50' SETBACK FUTURE OPN17 OI~LEY43ALL L ' OPN8 ' SGTE ' • PN8 EXERCI E OP 12 �STATIO 4 O N4 OPN6 OPNI - - _I N8 O PN6 O EXISTING THICKET TO BE Y O r- — — °� • PROPOSED IRRIGATION SOURCE LOCATION a ♦A all. ♦k go HC EX. FLAG ' NEW 39 SPACE PARKING LOT 12 • AAA f I I A ski V . A.�A• r met. �• I ' �RGY m �Y iO 1I= m Q �w CO i SIGN 5' ONC WM ' i RESCUE STATION S � ►• 0 PNS O•. ESSENTIALLY PRESERVED, OPN2 m IP 8 74 .I P °•, �' LESS INVASIVE SPECIES. w `. ° ►� • EXERCI STATI 0 0 : O . '•' F -; 6 ' CHAIN LINK FENCE w/ BLACK VINYL FABRIC PRESERVE AREA �' 01 1 `; — — — — — — 6' WOOD FENCE w/ e ; _ O i Qi;, 00 OC A MAINTAINED 6' HEDGE P 15 'GAZEBO FUTURE HANDBALL p O (�)LAG l �: I PN1 w' I `C•♦Ol7RT 0o �.. Q SPACE EA ' DF �i Ob 0 m P �GV OPN17 / 8 PEDESTRIAN TRAI _ oy� PN 8 gP O t.:•, �,.;...,_. O0 �� LIFT 2 0 SMH STATION 2 -6 .Wb. GATES . : • _ f J. � —i{ J ................................. `................................. ..................................................... WM 6 CHAIN LINK FENCE w/ BLACK VI YL FABRIC OSMH - - - - - - - - - - DOVER ROAD----------- 1 I i 4 SIDEWA6. iI 'I i i \ 6 a_ z� LD LB a n� D t'11 s� a m V° � ° W N N 0M •� z m C1 V r W n X � o Q Z O ° °- _ LL Lj ::) V) � pr Q Ij n—' EW-- Z O U ZU Z W Z z Q t2 vo Lu Ld U U Q W� LL' w W w Q I I ' Ld 30' 15' 0 30' 60' 90' 120 oB No. 30•_0" SHE93 -348 ET r♦ { o S -2 Q ` OF i C3 L VOLLEYB o °•e , ♦ WP w � o£y ° ♦, _ ° •�� - U OC C ��PLAYGROUND - C ' ''' B BENCi -I ,(TYP.) a�t ' �` •, ° • W 0 0 OP 6 I I d o ( PN8(D N —PLAYGROUND -- ° 50' SETBACK FUTURE OPN17 OI~LEY43ALL L ' OPN8 ' SGTE ' • PN8 EXERCI E OP 12 �STATIO 4 O N4 OPN6 OPNI - - _I N8 O PN6 O EXISTING THICKET TO BE Y O r- — — °� • PROPOSED IRRIGATION SOURCE LOCATION a ♦A all. ♦k go HC EX. FLAG ' NEW 39 SPACE PARKING LOT 12 • AAA f I I A ski V . A.�A• r met. �• I ' �RGY m �Y iO 1I= m Q �w CO i SIGN 5' ONC WM ' i RESCUE STATION S � ►• 0 PNS O•. ESSENTIALLY PRESERVED, OPN2 m IP 8 74 .I P °•, �' LESS INVASIVE SPECIES. w `. ° ►� • EXERCI STATI 0 0 : O . '•' F -; 6 ' CHAIN LINK FENCE w/ BLACK VINYL FABRIC PRESERVE AREA �' 01 1 `; — — — — — — 6' WOOD FENCE w/ e ; _ O i Qi;, 00 OC A MAINTAINED 6' HEDGE P 15 'GAZEBO FUTURE HANDBALL p O (�)LAG l �: I PN1 w' I `C•♦Ol7RT 0o �.. Q SPACE EA ' DF �i Ob 0 m P �GV OPN17 / 8 PEDESTRIAN TRAI _ oy� PN 8 gP O t.:•, �,.;...,_. O0 �� LIFT 2 0 SMH STATION 2 -6 .Wb. GATES . : • _ f J. � —i{ J ................................. `................................. ..................................................... WM 6 CHAIN LINK FENCE w/ BLACK VI YL FABRIC OSMH - - - - - - - - - - DOVER ROAD----------- 1 I i 4 SIDEWA6. iI 'I i i \ 6 a_ z� LD LB a n� D t'11 s� a m V° � ° W N N 0M •� z m C1 V r W n X � o Q Z O ° °- _ LL Lj ::) V) � pr Q Ij n—' EW-- Z O U ZU Z W Z z Q t2 vo Lu Ld U U Q W� LL' w W w Q I I ' Ld 30' 15' 0 30' 60' 90' 120 oB No. 30•_0" SHE93 -348 ET r♦ { o S -2 Q ` OF i C3 L — — — — — — 6' WOOD FENCE w/ e ; _ O i Qi;, 00 OC A MAINTAINED 6' HEDGE P 15 'GAZEBO FUTURE HANDBALL p O (�)LAG l �: I PN1 w' I `C•♦Ol7RT 0o �.. Q SPACE EA ' DF �i Ob 0 m P �GV OPN17 / 8 PEDESTRIAN TRAI _ oy� PN 8 gP O t.:•, �,.;...,_. O0 �� LIFT 2 0 SMH STATION 2 -6 .Wb. GATES . : • _ f J. � —i{ J ................................. `................................. ..................................................... WM 6 CHAIN LINK FENCE w/ BLACK VI YL FABRIC OSMH - - - - - - - - - - DOVER ROAD----------- 1 I i 4 SIDEWA6. iI 'I i i \ 6 a_ z� LD LB a n� D t'11 s� a m V° � ° W N N 0M •� z m C1 V r W n X � o Q Z O ° °- _ LL Lj ::) V) � pr Q Ij n—' EW-- Z O U ZU Z W Z z Q t2 vo Lu Ld U U Q W� LL' w W w Q I I ' Ld 30' 15' 0 30' 60' 90' 120 oB No. 30•_0" SHE93 -348 ET r♦ { o S -2 Q ` OF i C3 L Ob 0 m P �GV OPN17 / 8 PEDESTRIAN TRAI _ oy� PN 8 gP O t.:•, �,.;...,_. O0 �� LIFT 2 0 SMH STATION 2 -6 .Wb. GATES . : • _ f J. � —i{ J ................................. `................................. ..................................................... WM 6 CHAIN LINK FENCE w/ BLACK VI YL FABRIC OSMH - - - - - - - - - - DOVER ROAD----------- 1 I i 4 SIDEWA6. iI 'I i i \ 6 a_ z� LD LB a n� D t'11 s� a m V° � ° W N N 0M •� z m C1 V r W n X � o Q Z O ° °- _ LL Lj ::) V) � pr Q Ij n—' EW-- Z O U ZU Z W Z z Q t2 vo Lu Ld U U Q W� LL' w W w Q I I ' Ld 30' 15' 0 30' 60' 90' 120 oB No. 30•_0" SHE93 -348 ET r♦ { o S -2 Q ` OF i C3 L Q Z O ° °- _ LL Lj ::) V) � pr Q Ij n—' EW-- Z O U ZU Z W Z z Q t2 vo Lu Ld U U Q W� LL' w W w Q I I ' Ld 30' 15' 0 30' 60' 90' 120 oB No. 30•_0" SHE93 -348 ET r♦ { o S -2 Q ` OF i C3 L ZU Z W Z z Q t2 vo Lu Ld U U Q W� LL' w W w Q I I ' Ld 30' 15' 0 30' 60' 90' 120 oB No. 30•_0" SHE93 -348 ET r♦ { o S -2 Q ` OF i C3 L L CURVE RADIUS LENGTH TANGENT CHORD BEARING I DELTA Cl 133.98 75.39 38.72 4,40 S73'52 49 W 32'14 22 C2 77,50 25.60 12.92 2b.48 N80'3212 E 18"56.370 C3 168.54 88.8 44.42 85.91 S85'5018 W 29'31 50 C4 50.W 9.34 4.68 9.33 584'44 52 E 10'42'11" C5 7&W 26.0 13.171 25,94 S80'02 35 W 19154'51 C6 953 68,38 35,73 66.94 S85'13 5 W 4056 33 C7 100.00 62.16 32.12' 61.1 N87'53 41 E 35'37'04 C8 75,W 25.53 12.89 25.41 S09'45 04 E 19'30'080 C9 50.00 1012 81.78 85.32 N39'0319 E 117'06 53 C10 200.00 38.35 19.23 38.29 N87'S2 50 W 10'5911 C11 50. 17.20 8.6g. 17,12 N15'23 00 W 19'42 39 C12 68.50 105.02 65.9 5. Z,3 S49'27'03 E 87'5O44 C13 120.16 88.20 46.19' 86.24 SO4'12 37 E 42'03'25 C14 43.00 86. 67.62 2.5 N40'43 49 W 115'05 50 C15 35.00 59,92 40.33 52.8 S49'13 53 E 98'05 41 C16 30.W 50.63 33.73 44,83 S48'09 58 W 96'42 00 C17 250.00' 76,94 38.78' 76.64 N87'41 57 E 17'38'00` C18 506.30 138.68 69.78 138.24 S86'4 46 W 15'41 37 C19 194.8r 47.Or 23.65 48.96 N06'55'1 2 W 13'50'230 C20 45.00 56.22 32,45 52.64 N49'37 54 W 71'3503 50' SE TBACK N89'54'03 "E 198.64' 50.00' 71.70' 95.54' N I mi �I I . C18 a \ FUTURE / I I VOLLEYBALL I I \ COURT / I• x � i/ \I LINE DIRECTION I DISTANCE L1 S90'00 00 W 104.18 L2 N90'00 00 E 11.09' L3 S00'00 00 E 80.94' L4 N00'00 00 W 130.45 L5 N81'43'16 'E 44.51 L6 S0011 03 E 47.82 L7 N1 3'50'23 "W 36.09' .A- ?114 .;h. N N89'53 "E 40.00' 49.11' . . . . . . . . . . . . . . . . . . . . . . l 43 +•� i••- I 40.00' I 40.00' 40.00' TYPE "F" CL ItB & GUTTER(TYP.) 3 I C) o 0 O m w VI ............................ ............................... - - - - - - - - ..... -- - - - - - - - - - DOVER ROAD 30' 15' 0 30' 60' 90' 120' 1" = 30' -0" 1� a 0 Q a 00 t m 4 0 O Q D U < a Nel z 0 (Ii ly L.L LLI Qz z Q F W F- LLJ n � Q .Q wV) w zCt O F- 0 -i z 1- Q UU LLJ a (f F- z z o ce U o z 0 (Ii ly LLI Qz z a. F W F- LLJ E- 2 U Q wV) w LLJ z 0 w (ID Z JOB NO. 93 -348 SHEET C -1 OF N d i z 0 0 0 / c� 3 0 U L 6.69 .7.13 .6.45 .6.21 .6.79 .7.00 .7.17 .7.26 0 6.85 .13 6.45 ' W p - - TB 6.84 _ 6.70 OPN14 6.74 EP 6.67 EP 6.69 EP 50' SETBACK 6.59 GY 6.39 .6.82 5 CP1 B B 0e .5.72 PROPOSED VOLLEYBALL COURT MIN. EEV/L. 67 .7.34 14 1 .7.99 6 .7.14 .Jtl'► �, .7.61 m WP PN15 O 8 7.70 -_7. 7.69 p9 7.81 ,8,29 $ .7.82 .7.38 8 .7.76 .0 .7.34 1`L INV. ELEV. 5.1 O PN4 �- 32' -12" RCP PN12 PROPOSED PN8(j) BASKETBALL COURT PN6 MIN. ELEV, 7.2 .6.27 / .6.55 PN8 /.6.57 .6.26 PN8O PN8 PN 1 O .6.58 .5.35 B .616 18 PROPOSED DUMPSTER 1, 7Q I LOCATION PROPO D 5' SIDEWALK .7.34 .7.89 - $.01.91 EXIST. EDGE OF PAVT , WP ' _ ._... .� 2 Gy. 7.90 ,. 1,. .• .• 1 . OH F c.7g 6 .......................... 7.3 7 .571 �'yif �5 �.'.'.'.'.'. 7,�g..'..'.'•'.'.7 9. 2• tF' . . . .. . . . . TYPE • "D" CURB .. .. . 6,4 PROPOSED 5' SIDEWALK 7. ... . ......... 1. ____ 1775 .. .,7. . . ..7,43. . 7.18 . . .•6 -4$. ECP . . . . • . . •PR Q 5 SI WAL . . . 7. :N . . .......tom .. 2 7. 7.42 . . . . . 7.28 EXIST, 5 SIDEWALK 7.57 7.57 9. '6 . . . . . . . . . .�22•• 6 ,Qp (*ED '• SI E K UJ .7.23 �P. .�, .� .•. .. .. .. ... .•. .. :� .�,. 44 mil' 7.4. - - - - . . . . . 6.19. tF' 7.20 7.47 7.78 7.95 7,48 WM S.00 37 8.37 .o p INV. ELEV. 5.0 .8.24 .6. 16 )6e� � Q r 5 0 9 O 8 6.80 °� �� `A) ...... 6.58 6.90 .19 8 7.19 6.55 � 06 008 ,9 6136 OTR 14 O� FUTURE PROPOSED OO 1 .6.96 I \ \ HANDBALL A COURT v .6.68 PROPOSED I G 1 \ / 7.24 INV. ,f LEV,/4.8 7.24 O 8 B B d.94 1 \/ OPN /\ SAWCUT AND REMOVE EXIST. DRIVEWAY 6 GAZEBO � 0 18'-1/2" RCS' I REPLACE WITH 4' CONCRI =TE REINFORED °� 06 WITH WWF 6XG -10/10 07.0 7.45 .6.83 F 7.1 ~ W N12 INV. ELEV 4.7 PU i (� RETENTI 6.4 EM �!i r INLET A -2 Q PN104 AREA �� EXISTING < TYPE "C" # 6.26 04 �," ISMH LIFT STATION BF 6.36 SAWCUT AND REMOVE EXISTING DRIVEWAY ; ,- ~ � GRATE EL, 5.1 12' • N � WA R CONTROL STRUCT � 'S - � �' �"" .,`L REPLACE WITH 1' A.C.S.C. AND 6" LIMEROCK N - INV. EL. 2.4 x `' ,.� 6'36 WM 6.70 .51 BASE COMPACTED, TO 98% ASHTTO T -180 w o w o p 14'-15" RCP . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . -. - - WM- 4" A.C. WM ��, -.� '� DIP WM -�- - 4" A.C. WM WP / - -{ 4" A.C. WM 160' -15 RCP 200' -18" RCP �r "` �Nti �y �0 SMH -- -� 56 - - EXIST. GRAVITY SEWER - �' - . V. ELEV. 4.2 _ �. _ INLET All 28' -12" RCP CONNECT TO EX. INLET TYPE "C" DOVER R 0 A D _ INV. ELEV. 2.1t _ - - GRATE EL. 5,4 CONTRACTOR SHALL VERIFY INV. EL. 2.7 INV. ELEV. 4,1 EXISTING INV. ELEV. AND NOTIFY PAVEMENT RESTORATION THE ENGINEER OF ANY DISCREPANCY. 30' -15" RCP PAVEMENT RESTORATION 30' -15" RCP - INLET A -3 EX. MANHOLE INLET A -4 TYPE "C' TYPE "C" MANHOLE MATE EL, 5.2 RIM EL. 6.21 GRATE' EL. 5.2 INV. EL. 2.8 INV EL. - 3.86W, -3.9E INV. EL, 2.8 EX. CONTRACTOR TO ADJUST RIM EL. 6.62 y.' CONTRACTOR TO ADJUST GRATE EL.I TO MATCH EX GRADE INV EL. - 4.66W, -4.7E GRATE EL. TO MATCH EX. GRADE REGRADE NORTH SIDE OF R/W AND SOD O lw W Ld IV/ LEGEND PROPOSED SPOT ELEVATION I 7.05 EXISTING SPOT ELEVATION •vv' DIRECTION OF FLOW Fr- . 77. EXIST. PAVEMENT & BASE TO BE REMOVED L_ Li --0 EXISTING INLET AND PIPE R- PROPOSED INLET AND PIPE TYPE "F" CURB do GUTTER - - --o SAWCUT & MATCH EXIST. PAVEMENT S DROP CURB TRANSITION (TYP.) TYPE 'F" CURB & GUTTER STOP SIGN & 24" WHITE STOP 8AR (TYP,) i r. -1 F= a W a 0CP12 5.40 PN6 h a 79 .99� 5.06 I \ W FUTURE \ / I r VOLLEYBALL \ COURT CLEAR & GRUB 1 FUTURE VOLLEYBALL Q COURT AREA AND 0 FILL TO ELEV 6.3. (SEED de MULCH) 0 PN j X ( 26 0 PN8 OPNIJ \\ OPN8 // 0PN12 \\ b 0 U < / \ I N PNE QI / g N 0 PN8 O '5.�93 O P N 6 OPN6 OPN20 .6.56 •6 OPN10 W 9 �g \� Q� �Q0 O 1 B CP18 6.65 1 .7.99 6 .7.14 .Jtl'► �, .7.61 m WP PN15 O 8 7.70 -_7. 7.69 p9 7.81 ,8,29 $ .7.82 .7.38 8 .7.76 .0 .7.34 1`L INV. ELEV. 5.1 O PN4 �- 32' -12" RCP PN12 PROPOSED PN8(j) BASKETBALL COURT PN6 MIN. ELEV, 7.2 .6.27 / .6.55 PN8 /.6.57 .6.26 PN8O PN8 PN 1 O .6.58 .5.35 B .616 18 PROPOSED DUMPSTER 1, 7Q I LOCATION PROPO D 5' SIDEWALK .7.34 .7.89 - $.01.91 EXIST. EDGE OF PAVT , WP ' _ ._... .� 2 Gy. 7.90 ,. 1,. .• .• 1 . OH F c.7g 6 .......................... 7.3 7 .571 �'yif �5 �.'.'.'.'.'. 7,�g..'..'.'•'.'.7 9. 2• tF' . . . .. . . . . TYPE • "D" CURB .. .. . 6,4 PROPOSED 5' SIDEWALK 7. ... . ......... 1. ____ 1775 .. .,7. . . ..7,43. . 7.18 . . .•6 -4$. ECP . . . . • . . •PR Q 5 SI WAL . . . 7. :N . . .......tom .. 2 7. 7.42 . . . . . 7.28 EXIST, 5 SIDEWALK 7.57 7.57 9. '6 . . . . . . . . . .�22•• 6 ,Qp (*ED '• SI E K UJ .7.23 �P. .�, .� .•. .. .. .. ... .•. .. :� .�,. 44 mil' 7.4. - - - - . . . . . 6.19. tF' 7.20 7.47 7.78 7.95 7,48 WM S.00 37 8.37 .o p INV. ELEV. 5.0 .8.24 .6. 16 )6e� � Q r 5 0 9 O 8 6.80 °� �� `A) ...... 6.58 6.90 .19 8 7.19 6.55 � 06 008 ,9 6136 OTR 14 O� FUTURE PROPOSED OO 1 .6.96 I \ \ HANDBALL A COURT v .6.68 PROPOSED I G 1 \ / 7.24 INV. ,f LEV,/4.8 7.24 O 8 B B d.94 1 \/ OPN /\ SAWCUT AND REMOVE EXIST. DRIVEWAY 6 GAZEBO � 0 18'-1/2" RCS' I REPLACE WITH 4' CONCRI =TE REINFORED °� 06 WITH WWF 6XG -10/10 07.0 7.45 .6.83 F 7.1 ~ W N12 INV. ELEV 4.7 PU i (� RETENTI 6.4 EM �!i r INLET A -2 Q PN104 AREA �� EXISTING < TYPE "C" # 6.26 04 �," ISMH LIFT STATION BF 6.36 SAWCUT AND REMOVE EXISTING DRIVEWAY ; ,- ~ � GRATE EL, 5.1 12' • N � WA R CONTROL STRUCT � 'S - � �' �"" .,`L REPLACE WITH 1' A.C.S.C. AND 6" LIMEROCK N - INV. EL. 2.4 x `' ,.� 6'36 WM 6.70 .51 BASE COMPACTED, TO 98% ASHTTO T -180 w o w o p 14'-15" RCP . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . -. - - WM- 4" A.C. WM ��, -.� '� DIP WM -�- - 4" A.C. WM WP / - -{ 4" A.C. WM 160' -15 RCP 200' -18" RCP �r "` �Nti �y �0 SMH -- -� 56 - - EXIST. GRAVITY SEWER - �' - . V. ELEV. 4.2 _ �. _ INLET All 28' -12" RCP CONNECT TO EX. INLET TYPE "C" DOVER R 0 A D _ INV. ELEV. 2.1t _ - - GRATE EL. 5,4 CONTRACTOR SHALL VERIFY INV. EL. 2.7 INV. ELEV. 4,1 EXISTING INV. ELEV. AND NOTIFY PAVEMENT RESTORATION THE ENGINEER OF ANY DISCREPANCY. 30' -15" RCP PAVEMENT RESTORATION 30' -15" RCP - INLET A -3 EX. MANHOLE INLET A -4 TYPE "C' TYPE "C" MANHOLE MATE EL, 5.2 RIM EL. 6.21 GRATE' EL. 5.2 INV. EL. 2.8 INV EL. - 3.86W, -3.9E INV. EL, 2.8 EX. CONTRACTOR TO ADJUST RIM EL. 6.62 y.' CONTRACTOR TO ADJUST GRATE EL.I TO MATCH EX GRADE INV EL. - 4.66W, -4.7E GRATE EL. TO MATCH EX. GRADE REGRADE NORTH SIDE OF R/W AND SOD O lw W Ld IV/ LEGEND PROPOSED SPOT ELEVATION I 7.05 EXISTING SPOT ELEVATION •vv' DIRECTION OF FLOW Fr- . 77. EXIST. PAVEMENT & BASE TO BE REMOVED L_ Li --0 EXISTING INLET AND PIPE R- PROPOSED INLET AND PIPE TYPE "F" CURB do GUTTER - - --o SAWCUT & MATCH EXIST. PAVEMENT S DROP CURB TRANSITION (TYP.) TYPE 'F" CURB & GUTTER STOP SIGN & 24" WHITE STOP 8AR (TYP,) i r. -1 F= a W a zz "' J a- Ld ry Q D � z o OLi w W V z cy H Q z C-9 O � C.) 0 z QQ- Z (3 z cn Of ..- W _ U) z J z a- ui M2U W F-- U LAJ 'Q W ui Z C� (2) W 30' 15' 0 30' 60' 90' 120' 1" = 30' -0" JOB NO. 93 -348 SHEET C--2 OF a W r Q 0 Z b 0 U < zz "' J a- Ld ry Q D � z o OLi w W V z cy H Q z C-9 O � C.) 0 z QQ- Z (3 z cn Of ..- W _ U) z J z a- ui M2U W F-- U LAJ 'Q W ui Z C� (2) W 30' 15' 0 30' 60' 90' 120' 1" = 30' -0" JOB NO. 93 -348 SHEET C--2 OF O c� N 0 a v of rn 'ZI 0 .w M n. I z O v v 0 U 3 0 U L 'ba I g, .A. g' .7_1 4' 2 1 4" W I PLAN 2" a• DT •) #4 O 12" O.C. o) / I I i w� ar ` 17 No. 4 WASHED ROCK » D» WRAPPED FILTER FDOT T FABRIC EOS 60 -80 12' DIAMETER WEEP HOLE N.T.S. INLET TYPE o0 •A' 'B- I m I 'Do 'E' "C" 2'- N O D 3'- 11' s a 3' -4 4'- 1' -5 I (A W d O O b 1' ASPHALT, TYPE S-1 WHEEL STOP (TYP.) Q SURFACE COURSE 61 TYP. ��� �..J W I TYP . 1 / 4" PER FT. l s I 1 /4' PER FT. n I✓ J uj Q �o ao cy 2" a• DT •) #4 O 12" O.C. o) / I I i w� ar ` 17 No. 4 WASHED ROCK » D» WRAPPED FILTER FDOT T FABRIC EOS 60 -80 12' DIAMETER WEEP HOLE N.T.S. INLET TYPE DIMENSIONS •A' 'B- I 'C' I 'Do 'E' "C" 2'- 3' -1 2' -4 3'- 11' s a 3' -4 4'- 1' -5 FOUNDATION MATERIAL: WHERE MATERIAL UNSATISFACTORY FOR FOUNDATION IS ENCOUNTERED AT FLOW LINE, OMIT FLOOR AND CARRY WALLS DOWN TO SATISFACTORY FOUNDATION. BACKFILL TO FLAW LINE WITH CLEAN SAND. r GRATES: IRON GRATES IN ACCORDANCE WITH DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. � N INLET TYPES: INLETS ARE TO BE SHOWN HEREON. REVOLVE POSITION TO ACCOMODATE LARGER DIAMETER PIPE SIZE. MATERIAL: INLET WALLS AND FOOTING MAT BE EITHER POURED- IN-PLACE 2500 LB. CONCRETE; OR PRECAST CLASS "A" 3000 LB. CONCRETE; OR STANDARD MANHOLE BRICK (NO GRATE BLOCK) WITH 1/2' PLASTER (NO LIME) WITH a PRECAST CAP. TYPE C & E INLET DETAIL N.T.S. JCL rL.hIX 1 VIN Ill V. LL-L- V. �. SECTION C —C N.T.S. TYPICAL SWALE SECTION N.T.S. N.G. R/W SOD 1' ASPHALT PAVEMENT 24' D PVC 1" RECESS FILLED WITH NON- SHRINK, NON- METALLIC HIGH STRENGTH GROUT #4 RODS CONCRETE WHEEL STO P N.T.S. °• :" : 5' SIDWALK ' AS INDICATED 4 ♦ • ♦• ♦. :o : :. .. ON PLAN a 0 J W w SIDEWALK FLUSH WITH gDGE OF PAVEMENT v F.D.O.T. TYPE "F" a w _j 20' of z Z W J o� o �o �° N 9' •-- 12' HANDICAP PARKING SPACE DETAIL DOVER RD. 10' ELEV. AS DIRECTED L ._.. BY THE ENGINEER. SECTION D —D N. T. S. 8' 1' TYPE S -1 1/4" PER FOOT ASPHALTIC CONCRETE SURFACE COURSE e LIMEROCK BASE COMPACTED _ TO 98% AASHTO T -180 (TEST C) SUBBASE COMPACTED TO 95% MAXIMUM DENSITY, AASHTO T -180 8' PEDESTRIAN TRAIL N.T.S. N. T.S. PARKING BY DISABLED PERMIT ONLY SIGN: FTP -25 MOUNTED ON 2.5# STEEL b FLANGED CHANNEL I POST (5 REQUIRED) PROPOSED GRADE ;IIIII„III I i I I II b it M Li SIGN DETAIL liiil I I� � d' LIMEROCK BASE COMPACTED TO 98% MSHTO T -180 (TEST C) 12' STABIUZED SUBBASE TO 75 PSI -FBV COMPACTED TO 98% MSHTO T -180 (TEST C) INVERTED CROWN ROADWAY SECTION N. T. S. Q Q t t PLAN VIEW 3'- 4' EL. 6.0 BAFFLE /SKIMMER - 1/4' STEEL PLATE FASTEN WITH 4 BOLTS EL. 5.0 4'- 5" 6w S -1' 1 1.1' EL. 4.0 — EL 3.9 4,• 15" R.C.P. 1 41 1 EL. 2.8 EL. 3.5 — L — — * I 2 1' SUMP --- J EL. 1.8 FRON T VI W SECTION A- A NOTE. STRUCTURE 18 A TYPE 'C" INLET MODIFIED. OUTFAU CONTROL STRUCTURE STREET SIGN GENERAL SPECIFICATIONS BLADE: ALCOA #86054.6063 -T6 ALLOY, ETCHED, DECREASED WITH STOP B1200 ALODINE, FINISH WITH #2277 GREEN SCOTCHLITE ACKGROUND OR EQUAL. DIMENSIONS 6" HIGH, 24', 30" OR 36" LONG. LETTERS: NAME - 4" SERIES "B" #2277 SCOTCHLITE (SLIVER) OR EQUAL - SUFFIX 2" SERIES. BRACKETS: DIE -CAST HIGH STRENGTH ALUMINUM ALLOY, MIN. TENSILE POST----_-�j STRENGTH 45,000 P.S.I., DEGREASED, TUMBLED AND POLISHED, SIDES OF ALL SLOTS SHALL BE METAL WITH TWO HOLES PER SLOT (SAME SIDE) DRILLED AND TAPPED TO RECEIVE 5/16" STAINLESS STEEL ALLENHEAD SET = ���_ ���_ ��� ���_ ��� STEEL FLANGED CHANNEL SCREWS, SKIRT OF POST CAP BRACKET TO BE DRILLED AND POST WITH BAKED GREEN TAPPED FOR 2 -5/16" SCREWS. A ALKYD PER A. S.T.M. - A123 CONC. BASE to WITHOUT ANCHOR PLATES. POST: STEEL FLANGED CHANNEL POST WITH BAKED GREEN ALKYD SEE DETAIL THIS SHEET. PER A.S.T.M. - A123 WITHOUT ANCHOR PLATES. SEE N DETAIL THIS SHEET. 2,000 PSI AS SHOWN CONC. BASE: 2,000 P.S.I. AS SHOWN. (CONCRETE BASE). STOP SIGNS: R1 -1 MUTCH - 30" X 30" (HIGH INTENSITY). (HIGH IN T N T 30" X 30' 6» (HIGH INTENSITY). LOCATION: ONE PER INTERSECTION, PLACED AT A POINT 6' FROM THE EDGE OF PAVEMENT ON A RADIAL LINE THAT BISECTS THE INTERSECTION RADIUS CURVE. NOTE: FOR CONSTRUCTION DETAILS, SEE PALM BEACH COUNTY DWG. NO. 500.1 TYPICAL STOP SIGN N.T.S. N.T.S. SURFACE REPLACEMENT THI CK CONIC. DITCH WIDTH (W) + 4 SURFACE .I. CONCRETE) 1' 64 10/10 WWF 1 1 MIN. = W + 2' SURFACE J �I 1* L DITCH -1' k _`•`•-REPLACEMENT ROCK FILL BASE MIN. 8" If MIN. J FINE FILL J— PEA ROCK FOUNDATION iF NEEDED 051R18UTION OR 1 • It COLLECTION PIPE MAIN VARIE PkVEMENT RESTORATION DETAIL- N.T.S. GENE NOTES: 1. PLACED BASE MATERIAL OVER DITCH SHALL BE 8' CONC. 3000 psi) AND 8' MIN. ROCK FILL. 2• BASE MATERIAL AND FINE FILL, SHALL BE PLACED IN LAYERS D EACH LAYER COMPACTED TO 100% DENSITY OF AASHTO T99 3. PHALT CONCRETE PAVEMENT JOINTS SHALL BE MECHANICALLY SAWED. 4. SURFACED TREATED PAVEMENT JOINTS SHALL BE LAPPED AND FEATHERED. 5• SURFACE MATERIAL SHALL BE 1" MIN. ASPHALT CONCRETE, TYPE S -1. look.. 1 cad W d > a m r a O z i a n a v a o 0{d 18' 12' 12' 18' PARKING STALL AISLE AISLE PARKING STALL Q J. a. 1 W rrr F_ w I s a Q Q I (A W d W 1' ASPHALT, TYPE S-1 WHEEL STOP (TYP.) Q SURFACE COURSE 61 TYP. ��� �..J W I TYP . 1 / 4" PER FT. l s I 1 /4' PER FT. n liiil I I� � d' LIMEROCK BASE COMPACTED TO 98% MSHTO T -180 (TEST C) 12' STABIUZED SUBBASE TO 75 PSI -FBV COMPACTED TO 98% MSHTO T -180 (TEST C) INVERTED CROWN ROADWAY SECTION N. T. S. Q Q t t PLAN VIEW 3'- 4' EL. 6.0 BAFFLE /SKIMMER - 1/4' STEEL PLATE FASTEN WITH 4 BOLTS EL. 5.0 4'- 5" 6w S -1' 1 1.1' EL. 4.0 — EL 3.9 4,• 15" R.C.P. 1 41 1 EL. 2.8 EL. 3.5 — L — — * I 2 1' SUMP --- J EL. 1.8 FRON T VI W SECTION A- A NOTE. STRUCTURE 18 A TYPE 'C" INLET MODIFIED. OUTFAU CONTROL STRUCTURE STREET SIGN GENERAL SPECIFICATIONS BLADE: ALCOA #86054.6063 -T6 ALLOY, ETCHED, DECREASED WITH STOP B1200 ALODINE, FINISH WITH #2277 GREEN SCOTCHLITE ACKGROUND OR EQUAL. DIMENSIONS 6" HIGH, 24', 30" OR 36" LONG. LETTERS: NAME - 4" SERIES "B" #2277 SCOTCHLITE (SLIVER) OR EQUAL - SUFFIX 2" SERIES. BRACKETS: DIE -CAST HIGH STRENGTH ALUMINUM ALLOY, MIN. TENSILE POST----_-�j STRENGTH 45,000 P.S.I., DEGREASED, TUMBLED AND POLISHED, SIDES OF ALL SLOTS SHALL BE METAL WITH TWO HOLES PER SLOT (SAME SIDE) DRILLED AND TAPPED TO RECEIVE 5/16" STAINLESS STEEL ALLENHEAD SET = ���_ ���_ ��� ���_ ��� STEEL FLANGED CHANNEL SCREWS, SKIRT OF POST CAP BRACKET TO BE DRILLED AND POST WITH BAKED GREEN TAPPED FOR 2 -5/16" SCREWS. A ALKYD PER A. S.T.M. - A123 CONC. BASE to WITHOUT ANCHOR PLATES. POST: STEEL FLANGED CHANNEL POST WITH BAKED GREEN ALKYD SEE DETAIL THIS SHEET. PER A.S.T.M. - A123 WITHOUT ANCHOR PLATES. SEE N DETAIL THIS SHEET. 2,000 PSI AS SHOWN CONC. BASE: 2,000 P.S.I. AS SHOWN. (CONCRETE BASE). STOP SIGNS: R1 -1 MUTCH - 30" X 30" (HIGH INTENSITY). (HIGH IN T N T 30" X 30' 6» (HIGH INTENSITY). LOCATION: ONE PER INTERSECTION, PLACED AT A POINT 6' FROM THE EDGE OF PAVEMENT ON A RADIAL LINE THAT BISECTS THE INTERSECTION RADIUS CURVE. NOTE: FOR CONSTRUCTION DETAILS, SEE PALM BEACH COUNTY DWG. NO. 500.1 TYPICAL STOP SIGN N.T.S. N.T.S. SURFACE REPLACEMENT THI CK CONIC. DITCH WIDTH (W) + 4 SURFACE .I. CONCRETE) 1' 64 10/10 WWF 1 1 MIN. = W + 2' SURFACE J �I 1* L DITCH -1' k _`•`•-REPLACEMENT ROCK FILL BASE MIN. 8" If MIN. J FINE FILL J— PEA ROCK FOUNDATION iF NEEDED 051R18UTION OR 1 • It COLLECTION PIPE MAIN VARIE PkVEMENT RESTORATION DETAIL- N.T.S. GENE NOTES: 1. PLACED BASE MATERIAL OVER DITCH SHALL BE 8' CONC. 3000 psi) AND 8' MIN. ROCK FILL. 2• BASE MATERIAL AND FINE FILL, SHALL BE PLACED IN LAYERS D EACH LAYER COMPACTED TO 100% DENSITY OF AASHTO T99 3. PHALT CONCRETE PAVEMENT JOINTS SHALL BE MECHANICALLY SAWED. 4. SURFACED TREATED PAVEMENT JOINTS SHALL BE LAPPED AND FEATHERED. 5• SURFACE MATERIAL SHALL BE 1" MIN. ASPHALT CONCRETE, TYPE S -1. look.. 1 cad W d > a m r a O z i a n a v a o p_ o^ W +� v l _j Q J. a. ry W rrr F_ w s W Q Q I (A W d W © Q ��� �..J W Z . I✓ J uj Q cy z 0 Z U d a p_ o^ W +� z Z_ z Q J. a. W rrr F_ w s Q u j I (A W uiLd a W JOB NO. 93 -348 SHEET C--3 OF 1 h i It 0 NOTE'- AU, UIL)65 TO P E I-"WIpE. BASKETBALL COURT 4' -0' 121.9 i 335.2 14'-0 426.7 2' -2318" (.66 m] 4'-6- (1.37 m] TOP VIEW SCALE: 1" - 10' -0" 3/8' HEAD BOLT, NUT AND LOCKWASHER T-77 10' -0" 304.8 > SEE SHEET L -2 FOR DIMENSIONAL DATA z 0 111.7 O0 cr_ , 61� F_ a 3_0'_� 91.4 8" BLOCK 2' -2318" (.66 m] 4'-6- (1.37 m] TOP VIEW SCALE: 1" - 10' -0" 3/8' HEAD BOLT, NUT AND LOCKWASHER T-77 10' -0" 304.8 BASKETBALL BACKSTOP r u v vv�uvF• -G t v t✓v� ✓ VOLLEYBALL COURT 243.8 2'-0 61.0 2' -11' 3'-4' 86.9 30.5 GROUND SOCKET CALIFORNIA PRODUCTS CORP. PLEXIPAVE FINISH ALL FINISH GRADES AND ACRYLIC COLOR SURFACE OR OWNER APPROVED EQUAL. SLOPES PER PLANS 00 Va Uc�Yt7AL' tj Or d > SEE SHEET L -2 FOR DIMENSIONAL DATA z 0 O0 cr_ F_ a Q F-- w a (� Q Q 91.4 F NOTE: "AN. CM. BASKETBALL BACKSTOP r u v vv�uvF• -G t v t✓v� ✓ VOLLEYBALL COURT 243.8 2'-0 61.0 2' -11' 3'-4' 86.9 30.5 GROUND SOCKET CALIFORNIA PRODUCTS CORP. PLEXIPAVE FINISH ALL FINISH GRADES AND ACRYLIC COLOR SURFACE OR OWNER APPROVED EQUAL. SLOPES PER PLANS 00 Va Uc�Yt7AL' tj Or d > SEE SHEET L -2 FOR DIMENSIONAL DATA z 0 1 "(MIN.)TYPE II ASPHALT CONC. SURFACE COURSE 4 "(MIN.)UMESTONE COMPACTED TO 98% OF AASHTO TEST PROCEDURE T -180 WITH PRIME CMT. 8 "STABILIZED SUBGRADE, COMPACTED TO 989 AASHTO TEST PROCEDURE T -180 (75# F.B.V.) TEST METHOD. BASKETBALL PAVEMENT GoAlG /4"M/' ✓ c wwe W/ ItirrgP�NlJ w�0d ,�A�t/DR�lLS V 1WTDy 6A2�d AAIIL/l(/ln5 27' -0' NOTE: FT.IN. CM. VOLLEYBALL POST ADJUSTABLE BACKSTOP i o � I T w � . *4-_ TE: AL L '_CCV, NCLT.IPCs FRAIL NG FiE;D RANTED 11JI'1I 3G'L10 LLJ-4!T; STAN ro B -3 5"2 B -Z S_2 COLUMN CENTERLINE Son CONCRETE SLAB TYPICAL MEMBERS AN CONNECTIONS F R EACH BAY I I -j( /8''rRC�s1 D NGR � l � CF-f �Ei� W�t.L /,I// fft/1 /,di4/�• �L, L A N -- will 1iiiiii11i�iii il� If f X111 I II IIIIIIII IIII a.. . 1, ( 122 "1 GRADE 2x& GYP - `REATED FASCIA r �.LL iNS 1a' A50YE CIRADE- i ACA RAILW-j FOUR SIDES t AT STEPS t RAM T'REA7ED • PAJNTED iJJIITE CONCtzETE sTAIPRS--J F.L:VATION 3A(S' WOOD GAZEBO OIL iOP GF CLf 4- 42' M 'J6' RMW. OD C31'CLA lOPT7C%ALi 25, YEAR DiMB*IONAL SHINGLE& OVER b• A8P►- 7 r-ELT PAPER COLOR SELECTED 9Y OLLWR Q BROOM FINISH 4" PORTLAND CEMENT CONCRETE MIN 3000. PSI 0 2a DAYS W/ FIBER REINFORCEMENT 6' ACROSS DRIVEWAY W/ 6X6 -10/10 WWF NOTE: • SCORE JOINT/ SAWCUT" 6'- 0m±O.C. • EXP. JT./ 50' 'O.C_ CONCRETE WALK #3 REBAR - CONTIN000S CONC. CURB - ( 2500 PSI MIN.) » 2" R 12 "SAND 7- 3u VOLLEYBALL EDGE l SURFACE .o V I V l�lb E St�A t• �Ilti" -WDan SIbN O Village of Tequesta 6ANV 6LAoj' TO P- C- VUAC/ TEXT Constitution Park -FAINT F666S65 APMA -� (xTrfftr -,5 AGGENT Co,o(c- Open - Sunrise Closed - Sunset PPP- 1M6TE1L MANY -PAIN- CP Wff1115 'op PAf1K SIGN TAP OF COWvN OVERHEAD OWEi'ENTATTOFN ON Al..L six SIDES ALL C.OLLJ"N.S, eca"15, PuRLN8. A FaCCF DEC1G FIFLD STAt ED IU-14 "OLTr F=1C;* t1J4. TE t F�fR /METER H Et&E (SEE Pc•�N f 1 S- - -- - -- - - TCP 3" SLAB ° o- '• TI••IICK 3ADIM P51 CONC�ZE SLAB. s' BEYCHO BU LDNG DRIP LFE ALL SEES i • P&'6P- PAINT'60 WHITE z O a U V) W O z 0 5 m Zz Z O� W Co Z zf� Uj� F- W U w Q WV) w W W 0 w 17OF > CL z 0 O0 cr_ F_ a Q F-- w a (� Q Q Z F } U m H < 0 0 z rn z cl m cm V) Y 0 o v < n Zz Z O� W Co Z zf� Uj� F- W U w Q WV) w W W 0 w 17OF CL z 0 O0 cr_ F_ Q F-- w uj (� Q Q Z F O U Zz Z O� W Co Z zf� Uj� F- W U w Q WV) w W W 0 w 17OF ro 5T 1413565 L- L- c c c c > LL L� L 0 I 0 N »i ► IM ILe I f f I f I 1 I I I f 1 e .b x I an SEE BEAM SCHED. FOR BM SIZE AND REINFORCING SMOOTH STUCCO FINISH TYPICAL ALL SIDES HORIZONTAL JOINT REINFORCING TYP. EVERY OTHER COURSE SEE BEAM SCHED. FOR BM SIZE AND REINFORCING i 1 1' ! 4" CONC. SLAB W\ f�-- _ 6X6 1.4X1.4 WWF SLOPE 3" IN 40' � I I w Ee f1- - FINISH GRADE / nF2 p •s ° ► D e e Ti / / \ \ / / xo \ //\ WALL SECTION ELEV. 103.00' REF TOP OF WALL x 0 I �n 0 BEAM SCHEDULE MAW (6 'c�3 �1 rn B1 FOR BM SIZE AND N x I an SEE BEAM SCHED. FOR BM SIZE AND REINFORCING SMOOTH STUCCO FINISH TYPICAL ALL SIDES HORIZONTAL JOINT REINFORCING TYP. EVERY OTHER COURSE SEE BEAM SCHED. FOR BM SIZE AND REINFORCING i 1 1' ! 4" CONC. SLAB W\ f�-- _ 6X6 1.4X1.4 WWF SLOPE 3" IN 40' � I I w Ee f1- - FINISH GRADE / nF2 p •s ° ► D e e Ti / / \ \ / / xo \ //\ WALL SECTION ELEV. 103.00' REF TOP OF WALL x 0 I �n 0 BEAM SCHEDULE MAW (6 'c�3 �1 rn B1 FOR BM SIZE AND N MR 'A ai � 4 v illllllllilllllUrl !iilllllllllllllllll U 4 #5CONT. 111! iIII11111111111111111111111111N1 V) IIIIIIIIIIIIIIIAIIIIIIIIII' 8 "X12" 4 #5CONT. = SMOOTH O ° STUCCO FINISH CL HOOK BARS INTO COL. C2 TYPICAL ALL SIDES • mm TOP AND BOTTOM Imm ao I ao I C1 12 "X20" 6 #5 L C2 8 "X20" p 8 #8 W #3 TIES ®12 "C.0 C 8 "X20" p r #3 TIES 012 "C.0 C4 12 "X20" 8 8 #3 TIES ®12 "C.0 rn rn 0 L J, FOOTING SCHEDULE MAIIX 0 REW NOTES F1 1O "X30" CONT. M #4 TIES 012" -6 12 "X42" CONT, 4 #6B &2 #4T O #4 TIES ® 12" F 8 "X8" CONT. 1 #4 0 a 0 I .n ELEV. 103.00' REF. -& TOP OF WALL FLOOR PLAN } SEE NOTE THIS SHEE SEE FOOTING SCHEDULE FOR FOOTING SIZE AND REINFORCING WALL SECTION 5' PATH TO 8' J 60' -Q" 15' -0" 45'0" ;E NT SEE NOTE 4 THIS SHEET 1 VV ,,, -DULE FOR FOOTING SIZE AND REINFORCING — BEAM SCHEDULE MAW ® � 'c�3 �1 FARM B1 FOR BM SIZE AND m MR 'A r � 4 018 "C.C. illllllllilllllUrl !iilllllllllllllllll � illlllllll {,.illlllilllllllllll� 4 #5CONT. 111! iIII11111111111111111111111111N1 08 0CMU IIIIIIIIIIIIIIIAIIIIIIIIII' 8 "X12" 4 #5CONT. = SMOOTH B4 ° STUCCO FINISH 024 "C.0 HOOK BARS INTO COL. C2 TYPICAL ALL SIDES • mm TOP AND BOTTOM Imm NOTES C1 12 "X20" 6 #5 #3 TIES 012"C.0 C2 8 "X20" p 8 #8 W #3 TIES ®12 "C.0 C 8 "X20" p 6 #5 #3 TIES 012 "C.0 C4 12 "X20" 8 8 #3 TIES ®12 "C.0 0 L J, FOOTING SCHEDULE MAIIX SIZE REW NOTES F1 1O "X30" CONT. 3 #5B &2 #4T #4 TIES 012" F2 12 "X42" CONT, 4 #6B &2 #4T #4 TIES ® 12" F 8 "X8" CONT. 1 #4 y W 4 GI r�++. uuonuin--,: �anunnnnnur , unri�r.! �niuB�o- uunu uuuuumnunnunnnnunmunuouuununnimwHop' .. ; . till • IIIIIIIIIIIIIIII' 711111111111111111NIIil11 (IIIIIIIIIIIIIIIIIIIII� I Illllltllllllf'1! lillllllllllllll'll�I Il�lill l�flilll, IIIIIIIIi�llll' �l 10' HIGH VINYL COATE() CHAINLINK FENCE 4 Al TYP. ELEV. 100.00' REF. TOP OF SLAB ELEV. 100.00' REF. TOP OF SLAB SCALE 1/8"=V-0" 10' HIGH VINYL COATED CHAIN LINK FENCING 2- #5 BARS CONT. ELEV. 103.00' REF. ;r-11-TzTOP OF WALL NOTE: COORDINATE PLACEMENT OF o ELECTRIC ITEMS PRIOR TO POURING OF BEAM AND ADJACENT COLUMN. i 4" CONC. SLAB W\ ELEV. 100.00' REF. 6X6 1.4X1.4 WWF R ® LL — SLOPE 3" IN 40' C F TOP OF SLAB xv n 4 D e -IICK EDGE D CONST. JT. \ \/ \RS CONT. BOTH SIDES .,� CHEDULE FOR FOOTING SIZE AND REINFORCING 1 WALL SECTION FINISI SEE NOTE 4 THIS SHEET O BEAM SCHEDULE MAW a ° I { SEE BEAM SCHED. NOTES B1 FOR BM SIZE AND s s REINFORCING r � 4 018 "C.C. a B3 8 "X8" 4 #5CONT. -} 08 0CMU c 8 "X12" 4 #5CONT. = SMOOTH B4 ° STUCCO FINISH 024 "C.0 HOOK BARS INTO COL. C2 TYPICAL ALL SIDES • mm TOP AND BOTTOM NOTE: COORDINATE PLACEMENT OF o ELECTRIC ITEMS PRIOR TO POURING OF BEAM AND ADJACENT COLUMN. i 4" CONC. SLAB W\ ELEV. 100.00' REF. 6X6 1.4X1.4 WWF R ® LL — SLOPE 3" IN 40' C F TOP OF SLAB xv n 4 D e -IICK EDGE D CONST. JT. \ \/ \RS CONT. BOTH SIDES .,� CHEDULE FOR FOOTING SIZE AND REINFORCING 1 WALL SECTION FINISI SEE NOTE 4 THIS SHEET O BEAM SCHEDULE MAW WE REOM Z 0- ©.. NOTES B1 8 "X16" 6 #6CONT,W\#31IES 018 "C.0 U d B2 12 "X24" 10 #7CONT.W\#3TIES 018 "C.C. a B3 8 "X8" 4 #5CONT. -} 08 0CMU B3 8 "X12" 4 #5CONT. = 012" CMU B4 12 "X24" 4 #80ONT.W\#4TIES 024 "C.0 HOOK BARS INTO COL. C2 0 COLUMN SCHEDULE mm SIZE Imm NOTES C1 12 "X20" 6 #5 #3 TIES 012"C.0 C2 8 "X20" p 8 #8 W #3 TIES ®12 "C.0 C 8 "X20" p 6 #5 #3 TIES 012 "C.0 C4 12 "X20" 8 8 #3 TIES ®12 "C.0 0 L J, FOOTING SCHEDULE MAIIX SIZE REW NOTES F1 1O "X30" CONT. 3 #5B &2 #4T #4 TIES 012" F2 12 "X42" CONT, 4 #6B &2 #4T #4 TIES ® 12" F 8 "X8" CONT. 1 #4 NOTES: 1,SPLICING SHALL BE 40 BAR DIAMETERS FROM TOP OF FOOTING WITH #3 TIES ® 12-C.C. USE SAME SIZE AS COLUMN STEEL. 1 z Z 0 ry Z 0- ©.. Q f- U r U d uitY 0 Z a De O L� -} w a � = D u c to z 0 m W I-- 0 0 z y W 4 GI U z Z 0 ry Z 0- ©.. Q f- U r U d uitY 0 Z a C� W O L� -} w � � = D u to z 0 z Z 0 Z 0- ©.. ujF- f- U r U d uitY W z C� W 1% i I I I I I New Dumpster location w/ screen fence and hedge I Q 15 , O ° •wP I G I I Existing Flagpole Location 6' WOOD FENCE ` I 0 I I WP cr- I O Gj o Q IW O PN14 _ w 1 'V ` H �- NEW { E� . • n1U t PARKING I Gj6 J LOT \ Vii G� • • 6' CHAIN LINK FENC w Y ' o i/ BLACK VINYL FABRi EXISTING o YOUTH CENTER 3 - ! oo _ c ��oo ocoo MONUM NT SIGN (FUTURE) C/ I'G \ PARKING LOT LTG. LOCATION N4 - - - -- '17 I 30' HT. 750W HIPS SP WP' - x H O ' SPECIAL PAVERS 5 o -� WV I 6' CHAIN LINK FENCE �j'� : + • + _- W/ BLACK VINYL FABRIC { /� �' ; PN -}� $I :�- • �+` -f 1. • 1' • - -- __ - - - = NC.ISIDEWAL (NEW) - 5 WIVI ' Cp K WF PNBM % CLEAR EXISTING EXOTICS i- 'r -- {.� QV ( ! I I av R m PROPOSED NEW IRRIGATION WELD{ OPN8 'OPN8 A A M. OPN12 OPN8 50 Z 2 _ i ( 40 & CONTROLLER LOCATION I - - — SETBACK .. Q V �M OP 12 CLEAR EXISTING EXOTICS) Q I I f N4 PN6 OPN PIN8 OPN6 �: O; \ L! — — OPN2 .'OPN1 •OP OP 8 2O" I 6' CHAIN LINK FENCE w / BLACK VINYL FABRIC 501SETBACK - I IG O P 12 �{-J 4y OO OO ; `�' OT 0' ° FLAG l ao OPN1 OPN1 4-- p'' '00 0 y' 6' WOOD FENCE. PLANT LEGEND PN, 2 �V • OPN 8 " geN i Up Q -}- : �G LIFT SMH STATION Existing Trees WM +i Proposed Trees 6' CHAIN LI K r ENCE w/ BLACK VINYL FABRIC OSMH ocoo Proposed Shrubs _ _ _ _ — — DOVER ROAD -- - - - - - - - Sodded Area 4- Plant Tag - �V Plant Quantity Symbol Proposed 6' Wood Fence - - Proposed 6' Chain Link Fence 3 6N i i I PLANT LIST Symbol Quantity Botanical Name Com n Name Size Spacing Remarks IC 21 Ilex cassine Daho Holly 12' -14' OAH /4' C.T. A.S. Mitti -Stem TI 7 Tamarindus indica Tama d 12' OAH /5' C.T. A.S. Full, 21/2" Caliper QV 23 Quercus virginiana Live k 14' -16' OAH /6' C.T. A.S. Full, 3" Caliper ce 101 Conocarpus erectus serviceus Silver uttonwood 24" OAH /3 Gal 2' 0. C. Full me 333 Myrica Cerifera Wax yrtle 24" OAH /3 Gal 2' 0. C. Full eu 178 Eugenia uniflora Surin Cherry 24" OAH /3 Gal 2' 0. C. Full Sod verify Stenophratum secundatum Florafirn St. Augustine Sod — — Solid Sod Mulch verify Cypress or Pine Straw — — Grade B or Better, 2" depth in all beds AR 15 Arecastrum romanzofianum Viburnam Suspensum Cuet, Palms 20 -25' OAH A.S. 4' Gray wood Min. ,12" CALIPER VS 71 San nkua Viburnam 24" OAH /3 Gal. 2' 0. C. Full Lm 55 Liriope muscari Ever een Giant Liriope 1 Gal. 12" O.C. Full, 3 Bibbs Min. l / 30' 15' 0 30 60' 90' 120' —� 1., = 30'-0" S c � a i Z/./•� < D- C) C) W T Ia �S > QL Uj 0 LN Z� a } M — z Z � .J o � Z � 0 0 W Q Q � � U �^ w ^z Q U ZZ vi w Z Z V) Uj Ld W f— U Q V1 � L U w W CD w JOB NO. 93 -348 SHEET L -1 OF Z/./•� C) C) W T o > Uj 0 0 =U < a Z � .J o � Z � 0 0 W Q Q � � U �^ w ^z Q U ZZ vi w Z Z V) Uj Ld W f— U Q V1 � L U w W CD w JOB NO. 93 -348 SHEET L -1 OF W Q Q � � U �^ w ^z Q U ZZ vi w Z Z V) Uj Ld W f— U Q V1 � L U w W CD w JOB NO. 93 -348 SHEET L -1 OF r L TELEDYNE POST N77184 GUY METHOD: 3410 guage twisted wires @ 120 °, thru reinforced rubber hose around trunk, above first branch /limb Colored plastic tape flags on each guy wire (3 each min.) �C 2'x4" wood stakes Paint any portion of stal 2" min. of mulch, placed after settlement Strip leaves from canopy at tine of planting on all deciduous trees WOOD STAKE frETH00: i 3- 2'x4" wood braces @ 120 °, ry ii1led to wood battens strapped around trunk W steel bands, over min. 3 layers of burlap to p Xect trunk Planting BaCkfi mixtue as t7rootball Loosen burlap around Ground stakes for pabization 0 Prished grade Earth - formed s4xer 6' high Pit size should be 12" wider than rootball (min.) in all directions Typical Tree Planting Detail N.T.S. Stake or Guy Method No scared or damaged trunks Loosen burlap around top of rootball 7 Tie fronds if required to protect bud WOOD STAKE METHOD: 3 -2 "x4" wood braces a 1200, nailed to wood battens strapped around trunk w/ steel bands, over min. 3 layers of burlap to protect trunk 2" min. of mulch, placed after settlement Earth formed saucer 6" high 1 1 'l q / \ Planting Backfill mixture as specified Ground stakes for stabilization d Finished grade )otba \ Existing Subgrade Pit size should be 12" wider j, than rootball (min.) in all directions Typical Palm Planting Detail .N "T "S. Wood Staked Method dray, GENERAL PLANT INSTALLATION NOTES All plant material shall be Florida No. 1 or better as outlined in "Florida Grades and Standards for Nursery Plants: Part I and Part II ", State of Florida, Department of Agriculture. All tree and shrub planting area to be dressed with 2" Pine Straw Mulch, Cypress Mulch or Melaleuca Mulch upon approval of owner. In the event of a discrepancy between the quantities and types of materials designated in the planting list and the plans, the plans shall control. All discrepancies should be brought to the attention of the Landscape Architect before proceeding. All landscape construction and installations to meet the Village of Tequesta, Florida or other local, state and federal jurisdictional requirements. Topsoil should be stockpiled for reuse in landscape work. If quantity of stockpiled topsoil is insufficient, provide additional topsoil as required to complete landscape work. General soil mix requirements as follows: Humus (muck): 30% Sand 70% Fertilizer 2 lbs. of 12 -6 -8, 60% organic, per cubic yard soil Prior to planting, insure that a source of temporary water is available, until irrigation system is installed and completely operational. All trees should be staked or guyed immediately after planting as illustrated in details or alternate method as approved by Landscape Architect. Grading: Excavation, filling and grading required to establish finish elevations shall be completed by General Contractor previous to start of landscape installation. Fine /Hand grading for all sod areas to be completed by Landscape Contractor as part of sod installation. Maintenance: Begin maintenance immediately after planting as follows: Trees, shrubs, and other plants by pruning, cultivating and weeding as required for healthy growth. Tighten /repair stake and guy supports as required. Spray to keep free of insects and diseaAe. Lawns should be watered, fertilized, weeded, mowed and patched as required to establish a smooth, acceptable lawn at time of final acceptance. Guarantee: Guarantee lawns through the specified maintenance period or until final acceptance. Guarantee trees and shru for a period of one (1) year against defects including death and saTVQCtpry growth, except for damage resulting from neglect by Owner, ab by others, or unusual phenomena or incidents which are beyond Contractor's control. Prohibited Plant Species: All prohibited plant species to be eradicated from site before beginning any new plant installations. Protection of Preserved Trees During Construction: Trees which are to be preserved on site shall be protected from damage during construction process according to appropriate tree protection techniques. In determining the appropriateness of particular techniques, the Contractor shall use the current edition of the `Tree Protection Manual for Builders and Developers ", published by the Division of Forestry, State of Florida Department of Agriculture and Consumer Services. Irrigation: All landscaped areas to be irrigated with art automatic underground sprinkler system providing 100% coverage minimum, based on manufacturers radius to radius head spacing recommendations. Contractor shall provide shop drawings depicting proposed system layout including heads, valves, piping (mainlines and laterals), controller(s) and water source specifications. Entire system shall be installed in accordance with local codes. Contractor shall be responsible to secure all permits and pay all one time fees related to this work. Adjustment features of all sprinklers shall be used to eliminate overthrow onto paved surfaces. Contractor shall perform hydrostatic and operational tests upon completion of irrigation system installation and as required for Owner's final acceptance of work. Provide Owner with as -built drawings if requested. A rain sensor or soil moisture sensing device shall also be provided with the ability to override the automatic operation of the system when sufficient precipitation has fallen on site. Typical Shrub. Earth Saucer Finished Grade �1 1 Existing Subgrade Backfill Mixture Planting Soil Typical. Groundcover "�— 2" Shredded Cypress Mulch Placed after settlement Undamaged Planting Ball Shrub and Groundcover Planting Detail N.T.S. �D N a _ yx 4 X 4- ►�,(I I P 1-AN - Pob- epf-` GpPN /o� r,sdNped en6E 4- X 4 F T. PING III QX(o G7 rcpt- /a P T. I'i Ue +x 4 xb` PING; 6'o.o. SPhG(NC,) 31m`To611.E 2x4 PT. PING GONG, FOOTtN6,; 1 ` /AeVVE &Pe%PE', 6 L'aP6 To PAV%/ ^-( FeLam PoST I ; VE VAT►O N 6' WOOD FENCE (TYP) Z 0 F- it Ln W 0 Z 0 s W Of Of Q_ Q .. a 0 P, Q FZ a- W 0 Z cr Oo W J LL W U F— z) F— Lu w U) ~ Z Z Q p ._J U Z d Z O of LLJ cr) Z Z 0- 1 UJ U I-- 2 Q (n � L LJ LU Z LLJ 0 CID Z JOB NO. 93 -348 SHEET L -2 OF 1 rn 0 o m > WW Q FZ a- W 0 Z cr Oo W J LL W U F— z) F— Lu w U) ~ Z Z Q p ._J U Z d Z O of LLJ cr) Z Z 0- 1 UJ U I-- 2 Q (n � L LJ LU Z LLJ 0 CID Z JOB NO. 93 -348 SHEET L -2 OF 1 Q ci n _o a- 0 rn 0) 9i 0 _. I z 0 U C.7 r / U C? D U V r_ i Jk .10 r \ I L \ U .7 L1 - - - - --= A e S A ZONE VALVE I.D. DOVER ROAD 7nnP I -D. n0. \ I.D. Pipe Size 02� Ir i ation Legend & Materials Schedule Symbol Item Description & Specifications Est. Oty. • Toro 570C- 4P -10FLA 2.3 gpm @ 40 psi 5 o e Toro 570C- 4P -10H 1.15 gpm @ 40 psi 86 0 J o Toro 570C -4P -100 .58 gpm @ 40 psi 17 Of I e Toro 570C- 4P -4SST 1.67 gpm @ 40 psi 6 O $ Toro 570C- 4P -4EST .70 gpm @ 40 psi 2 • Toro 570C- 4P -15F 4.4 gpm @ 40 psi 2 Q a Toro 570C- 4P -15H 2.2 gpm @ 40 psi 43 cwll O Toro 570C -4P -150 1.1 gpm @ 40 psi 7 Toro XP300- 360 -05 4.23 gpm @ 40 psi 17 Toro XP300- 270 -05 3.24 gpm @ 40 psi 1 Toro XP300- 225 -05 2.70 gpm @ 40 psi 1 . . . . . _ _ . . ( Toro XP300 -180 -05 2.16 gpm @ 40 psi 72 0 Toro XP300- 140 -05 1.68 gpm @ 40 psi 5 Toro XP300 -90 -05 1.08 gpm @ 40 psi 22 FUTURE HANDBALL Rainbird 200 -PES -B 2" Electric Remote 10 couRr Control Zone Valve Rainbird RC1260C 12 Station 1 Electromechanical Controller w /pump start relay • ■ 2'/2" Sch. 40 PVC Mainline Piping verify 3/" -21/2" Class 160 PVC Zone Piping verify 4" Well & Pump Station 5hp Submersible 1 240v /single phase Lateral Pipe Sizing Guide Schedule 160 PVC Max. GPM Allowed Z 0 a_ c�3 m w 0 V) S w Q Q } m Q d 0 Z 1 ' \ FUTURE \ VbLLEYBALL / Z \eOURT / m 0 O � O I X I o a 0 n 0 > a w J � D Ld Q C� Z O I/ \I N O � /r1 O > C � \ I L \ U .7 L1 - - - - --= A e S A ZONE VALVE I.D. DOVER ROAD 7nnP I -D. n0. \ I.D. Pipe Size 02� Ir i ation Legend & Materials Schedule Symbol Item Description & Specifications Est. Oty. • Toro 570C- 4P -10FLA 2.3 gpm @ 40 psi 5 o e Toro 570C- 4P -10H 1.15 gpm @ 40 psi 86 0 J o Toro 570C -4P -100 .58 gpm @ 40 psi 17 Of I e Toro 570C- 4P -4SST 1.67 gpm @ 40 psi 6 O $ Toro 570C- 4P -4EST .70 gpm @ 40 psi 2 • Toro 570C- 4P -15F 4.4 gpm @ 40 psi 2 Q a Toro 570C- 4P -15H 2.2 gpm @ 40 psi 43 cwll O Toro 570C -4P -150 1.1 gpm @ 40 psi 7 Toro XP300- 360 -05 4.23 gpm @ 40 psi 17 Toro XP300- 270 -05 3.24 gpm @ 40 psi 1 Toro XP300- 225 -05 2.70 gpm @ 40 psi 1 . . . . . _ _ . . ( Toro XP300 -180 -05 2.16 gpm @ 40 psi 72 0 Toro XP300- 140 -05 1.68 gpm @ 40 psi 5 Toro XP300 -90 -05 1.08 gpm @ 40 psi 22 FUTURE HANDBALL Rainbird 200 -PES -B 2" Electric Remote 10 couRr Control Zone Valve Rainbird RC1260C 12 Station 1 Electromechanical Controller w /pump start relay • ■ 2'/2" Sch. 40 PVC Mainline Piping verify 3/" -21/2" Class 160 PVC Zone Piping verify 4" Well & Pump Station 5hp Submersible 1 240v /single phase Lateral Pipe Sizing Guide Schedule 160 PVC Max. GPM Allowed Z 0 a_ c�3 m w 0 V) S w Q Q } m Q d 0 Z � Z et Z Q m 0 O � O _ J LL o a 0 n 0 > a � Z (Z Q J O � O _ J LL Z Q w J � D Ld Q C� Z O Z N O � (� O ZU Z w z ZQ V) LU Ld I- Od U ry Q I W� W W w j w POST N13565 LI THRUST BLOCK DETAIL RAIN SWITCH: MINI CLIK. INSTALL ON 8' HIGH GALV. PIPE OR FENCE. I► "_,� 1 ANY SPRAYS INSTALLED ON RISERS SHALL HAVE SCH. 40 POLY RISERS GF SUITABLE HEIGHT. DO NOT USE ANY TYPE OF STAKE SUPPORT. I — INSTALL ALIT HEADS ON FLEXIBLE PVC --/ HOSE AS MANUFACTURED BY AG PRODUCTS OR APP'D. rQUAL X 18" LONG WITH SCH. 40 PVC SxT ELS AND SCH. EO CLOSE NIPPLES ALL SOLVENT WELD HOSE JOINTS SHALL BE PREFABRICATED BEFORE INSTALLATION USING PRIMER AND *765 CEMENT OR AS APPROVED BY HOQE MANUFACTURER AND FABRICATED TO MANUFACTURERS SPECIFICATIONS. SIZC AFL P^C TO ►1&AD IAILAT. 3/4" - 1" POP UP ROTORS 4" POP UP SPRAYS SPRINKLER HEADS MAIN SUPPLY, LATERAL 120 VOLT IN 24 VOLT WIRE AND TUBING OR WIRING MAIN SUPPLY SUB MAIN CONDUIT OR TUBING --L r- 26'1 2'4- 18' TUBING OR 24•� LATERAL WI VOLT • �Ij WIRING YAK 120 VOLT MAINLINE �C1K 1O1° ICLW •' WIRING ray 10' • ALL 120 VOLT WIRING IN CONDUIT TO BE INSTALLED IN ACCORDANCE WITH LOCAL CODE. MAIN SUPPLY LINES TO BE I ILLED IN ACCORDANCE WITH SPE T10NS. TAPE AND BUNDLE TUBING OR MIRING AT 10 FT. INTERVALS - - ALL PLASTIC PIPING TO BE SNAKED IN TRENCHES AS SHOWN. TRENCH WIDTH TO BE DETERMINED BY HAVING A MINIMUM (C) OF ACCESS SPACE ON EACH SIDE OF PIPE. C ® RAINBIRD *RC- 1860AB with LPP -K and LPV -K C INSTALL CONTROLLER TO UNITSTVT WITH PUMP EQUIPMENT PER D7_.AIL- P M C- C-074T R OL, ro PUMP ST ^R TdV, 110V SUPPLY VALVE WIRE IN CONDUIT (TO MAIN) CONTROLLER(S) I TYPICAL TRENCHING DETAIL I" I ALL WIRING DIRECTIONAL CHANGES GREATER THAN 30°TO BE LOOPED (12r) MINIMUM AND UNTIED ATER ELECTRICAL CONNECTIONS HAVE BEEN COMPLETED. NOTE — PLASTIC VALVE BOX WITH COVER I ALL WIRE TO BE INSTALLED AS PER ry LOCAL CODE. oZ0 2 TAPE AND BUNDLE WIRE EVERY TWENTY FEET S PROVIDE EXPANSION COILS AT EACH WIRE rn CONNECTION IN VALVE BOX. ( WRAP AROUND Z 1/2' PIPE IS TIMES) —RAIN BIRD ELECTRIC VALVE v "RAIN BIRD SNAP-TITE" � WIRE CONNECTORS Of Q (CONNECTIONS TO BE NOTE MADE BY VALVE) COMPACT SOIL AROUNO O VALVE BOX TO SAME DENSITY I AS UNDISTURBED ADJACENT SOIL. I / - -.GATE VALVE ' FINISH GRADE -. / �. -. 1/2" MIN /� L.J.. � V / _1 Z ' - - 112" MIN - -RAIN BIRD QUICK 1 COUPLER VALVE U I. I`.. — GALVANIZED NIPPLE TO SPRINKLERS }' - !LENGTH AS REQUIRED) COMMON WIRE `• "N'� j If (TO OTHER VALVES �- SCH 40 ON SAME CONTROLLER) - (:;QUICK COUPLER VALVE IS REQUIRED USE A /VC - - -, SCH 40 TEE AHD REDUCER BU7NING WITHI' THREADED CONTROL WIRE - -' OUTLET) PVC SCHEDULE 80 - CLOSE NIPPLES NOTE - - -TO CONTROLLER ALL THREADED CONNECTIONS Pb'C SCHEDULE 80 NIPPLE TO BE COATED WITH !LENGTH AS REQUIRED) "RECTORSEAL No. S MAIN SUPPLY LINE MAIN LINE FITTING TYP. VALVE INSTALLATION LANDSCAPE IRRIGATION INSTALLATION NOTES Contractor is advised to visit the site to become familiar with existing conditions and to study the plans for additional information before commencement of work. Pipe routing is schematic only and shall be adjusted for on site conditions. Pipe shall be installed in accordance with local codes and pipe manufacturer's instructions. Pipe routed under pavement shall be sleeved, as noted. Provide 3/4" electrical chase adjacent to mainline (from controller) to feed all electrical valves. All lateral pipe shall be Schedule 160 PVC, mainline pipe Schedule 40. Refer to pipe sizing guide for correct size. Backfill shall be of suitable material free of rocks, stones or other debris that would damage components of the irrigation system. Sprinkler head locations are schematic only and shall be adjusted for landscaping, contours, sidewalks, etc. to insure 100% coverage. In some landscaped areas shrub heads will need to be installed on Schedule 40 PVC risers to a uniform height of 6" above plants. Shrub sprays shall be located within plant masses to be concealed from view. Adjustment features of the sprinklers specified shall be used to insure coverage while minimizing undesirable over throw. Low angle and flat spray nozzles shall be used where necessary. Controller shall be installed in accordance with local codes and manufacturer's instructions at specified location. Proper grounding shall be provided. Irrigation contractor to insure 100% coverage and to supply Owner with as -built drawings if there are any deviations from these plans during installation. MAGNETIC STARTER - SUBTRO PANEL ELECTRIC DISCONNECT UNISTkU'I 1-Z I FLOW THkU BACKFLOW I 3 WING CHECK WELL SEAL 311 GALA'. .'kv!' I INL -4 <FIT PUMP AT 42' MIN. INTO WELL 110MI' a i ART CUN I'K0VLLR CIRCUIT BALL VALVE 21," PRESSURE REDUCING VALVE, AMES OR EQUAL. (W /LIQUID FILLED PRES. GAGES) -SWING CHECK 1" AIR RELIEF BERMAD OR EQUAL 3" 1! 1 4" MAIN GROUT "I'0 CODES /REGULATIONS N.P. SUBMERSIBLE PUMP GOULDS # SERIES (VERIFY ELECTRIC VOLTAGE AND PHASE SUPPLY) ' 6" PVC CASED WELL. CASED TO MIN. 100', TOTAL DRILLED DEPTH ±20U' AS REQUIRED TO PRODUCE G.P.M. SAND FREE WATER WELL TO BE OPEN END OR SCRE.ENEU = ' AS REQUIRED TO PRODUCE WAfEk QUALITY SUITABLE FOR PUMP AND SPRINKLER SYSTEM TROUBLEFREE OPERATION. MAIN PUMA STATION Z 0 F U In W 0 Z 0 V) 5 W o_ a M a 0 01 y ry v oZ0 to rn Z I{,.,/hh v V) O � _ U Of Q a y ry l..l- Z I{,.,/hh ZO I..i. 0 LL _ Z F-- e O W 5 Q V t-- W ~ /� L.J.. � V / Z - O U Z (.3 Z O ( / Ld C r) Z Z_J (10 UJ M2 Ld _ TL_ U Lr- Q V / WLI-I U J. 'Z Ld (OD V LLJ JOB NO. 93 -348 SHEET 1 -2 OF A tZ a ai a V 0 a E M It M v m 0 a w LO 00 m U_ r L PHOTOCELL 2' -p" DRILL & BOLT ELECTRICAL EQUIPMENT SENSOR MINIMUM ON RACK WITH STAINLESS STEEL t^ I r HARDWARE. CONTROL PANEL (SEE ONE -LINE DIAGRAM THIS SHEET) METER I to ;n C 6 X 8.8, GALV. STEEL 3" X 3" X 1/4- GALV. (TYP. FOR 2) STEEL ANGLE (TYP. FOR 2) RGS CONDUIT = a PVC SCHED. 40 o ' TO LOADS _ — (TYPICAL) r — RGS TO PVC TO FPL PVC 5/8 "X 8' CU ADAPTOR TRANSFORMER SCHEDULE CLAD GROUND 40 ROD SERVICE RACK N.T.S. -111=1 11 -1 11,;,111111_ #6 CU EXOTHERMIC WELD 3/4" DIA. X 10' COPPER CLAD GROUND ROD. _ 0 0 M .-- Tapered, round, white concrete pole HANDHOLE 111 � 111 =1 I I =1 J 1111,111 III_ J I I -I I I: 0 I PARKING FACILITY LIGHT POLE DETAIL N.T.S. • UTILITY SERVICE 120/24OV,10,60HZ 3-#3 CONTROL PANEL 1"C I PANELBOARD MAIN I I CIRCUIT I BREAKER I 2P /100A I I I 1P 2P 1P2 2P 1 20A 60A )20A ) 20A 20A I I I 2 - #12 2 - #12 I CONTACTOR #12G #12G I 4P I jj 30A #8G ly inc 2 - #8 _ 2 - #12 2 - #12 2 - #12 #10G #12G #12G #12G 3/4 "C 3/4 "C 3/4 "C 3/4 "C CKT CKT CKT CKT CKT #1 #2 #3 #4 #5 PATHWAY IRRIGATION GAZEBO GAZEBO PARKING LIGHTING PUMP RECEPTACLES LIGHTING FACILITY LIGHTING ELECTRICAL ONE -LINE DIAGRAM N.T.S. r \ a Q 0 5A , o LIGHTING 0 CONTACTOR i MOTES PROJECT INCLUDES THE PARKING LOT LIGHTING, IRRIGATION SYSTEM, AND GAZEBO LIGHTING /RECEPTACLES. -il0 TING ON /OFF CONTROL SHALL BE PHOTOCELL ON WITH A-. 24 HOUR T_ IMER, TO DE- ENERGIZE LIGHTING CIRCUITS. - PARKING FACILITY LIGHT 30' M.H., MFG: KIM LIGH`iilIG; -_ PN: PT /VLP25W5 /750HPS240 /WH -P (SINGLE FIXTURE) CONCRETE 35' POLE, 5' BURIAL DEPTH W/PIPE TENON. CONDUIT STUB OUT WITH CAP FOR FUTURE PATHWAY LIGHTING REQUIREMENTS. GFI do WEATHERPROOF RECEPTACLES MOUNTED 12" ABOVE FLOOR TO INSIDE OF COLUMNS. ROUTE FEED AND INTERCONNECTING CONDUIT UNDERGROUND. MOUNT DOWN LIGHT AT APEX OF CEILING. PROVIDE 150W METAL HALIDE, MFG: KIM, PN: PGL2 /175MH/24OV. LOCATE TIME CLOCK INSIDE CONTROL PANEL. GAZEBO & PARKING FACILITY LIGHTING CONTROL DIAGRAM N.T.S. 1 I----- - - - - -- - `, v,eAyC i 1ASI =0 40111 SERVICE RACK CKT #2 IRRIGATION i \ ' PUMP WITH I ZONE CONTROLS I # T4� CKT FURK MAPIO I / MARDI � / I / DOVER ROAD — — — ELECTRICAL . SITE PLAN 0 SCALE: 1" 50' -0" CKT #5 8 ar co i I I I I LEGEND & ABBREVIATIONS MH MOUNTING HEIGHT Cl w C \ a Q 0 5A , o LIGHTING 0 CONTACTOR i MOTES PROJECT INCLUDES THE PARKING LOT LIGHTING, IRRIGATION SYSTEM, AND GAZEBO LIGHTING /RECEPTACLES. -il0 TING ON /OFF CONTROL SHALL BE PHOTOCELL ON WITH A-. 24 HOUR T_ IMER, TO DE- ENERGIZE LIGHTING CIRCUITS. - PARKING FACILITY LIGHT 30' M.H., MFG: KIM LIGH`iilIG; -_ PN: PT /VLP25W5 /750HPS240 /WH -P (SINGLE FIXTURE) CONCRETE 35' POLE, 5' BURIAL DEPTH W/PIPE TENON. CONDUIT STUB OUT WITH CAP FOR FUTURE PATHWAY LIGHTING REQUIREMENTS. GFI do WEATHERPROOF RECEPTACLES MOUNTED 12" ABOVE FLOOR TO INSIDE OF COLUMNS. ROUTE FEED AND INTERCONNECTING CONDUIT UNDERGROUND. MOUNT DOWN LIGHT AT APEX OF CEILING. PROVIDE 150W METAL HALIDE, MFG: KIM, PN: PGL2 /175MH/24OV. LOCATE TIME CLOCK INSIDE CONTROL PANEL. GAZEBO & PARKING FACILITY LIGHTING CONTROL DIAGRAM N.T.S. 1 I----- - - - - -- - `, v,eAyC i 1ASI =0 40111 SERVICE RACK CKT #2 IRRIGATION i \ ' PUMP WITH I ZONE CONTROLS I # T4� CKT FURK MAPIO I / MARDI � / I / DOVER ROAD — — — ELECTRICAL . SITE PLAN 0 SCALE: 1" 50' -0" CKT #5 8 ar co i I I I I LEGEND & ABBREVIATIONS MH MOUNTING HEIGHT Cl w C CONDUIT UAvI G GROUND I-- W WATTS _ A AMPS U P POLE CKT CIRCUIT Y DIA DIAMETER NTS NOT TO SCALE < CU COPPER Q EPA EFFECTIVE PROJECTED AREA TC TIMER CONTACT PC PHOTOCELL CONTACT I DISCONNECT ® FUSE G COIL T LIGHTING CONTACTOR CONTACT a POLE & LIGHT Q.� RECEPTACLE 0 DOWN LIGHT N, LOAD SUMMARY GAZEBO, CKT#3 & #4 DOWN LIGHT - 21 OW RECEPTACLES = 60OW IRRIGATION PUMP, CKT #3: 5HP, 28FLA X 240V � -6720W PARKING FACILITY LIGHTING, CKT #4: 1 FIXTURE X 835W = 835W TOTAL 8,365W 8155W/240V = 34.8A __ . F a m 0 0 z • a • Z Y < Cl w Q � UAvI I-- 0 _ Z L U U O aC Y D� i w < V) D Q ZCY 0 L U E— Z z 0 Cl w z z zR J fl. UAvI U w F_ U tx Uj w L U W JOB NO. 93348,5 SHEET E-1 OF IM