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HomeMy WebLinkAbout2002 Development Plat Phase II (Box 10 #33)f r. 1 � i j., I k f f4l ;?- .. ,. •e. .. r :�', Nei ��• -\ I'' I : l" I -\ 1 Cep l -\ l" ��� I" I I� \all I •' -\ I'' I l" I -\ C I - l" l -\ l I -\ I" I : C ��� 1!' I �) I : 1 �) 1 \ 1'' I \ l ` I:> C+�� (�� 1 - l �l 1" -\ f �•� . \ \ 1 C-0 I- I -\ -1 I\ C \�l l l l I\ l: C I I ��) \ �•�F l` ��� \\\ l I 11'' 1 �� 1 l` 1 I, I" -\ \ C I (• I :. -\ l`, -\ LOCATION MAP e'erDrin[� � • ' S wN F C1bVHISPE � a '� EBASTIAN A ° GREENS, PALMS•" LI, VICKERS ` "-'�k� p�a�• `� �:� �,� GROVE"GtPorDe`�+ '9f. Ct Aq DR 3 • F '�' ''n, f 4$'.a� �, ; .ate ,� OK OL AOrI !� i NO IMA'^ S " & t.• {._., <I MA i i FFyE !F oer xAeA'• ' L----- I' Ir j ` .° }� xti„ .l'. rka .• . t _ 6 � ,a .r S F N AO o F DO AA � I� 3 11 LA `LAZY '` � f 1 VRINBV /RZ� In tL ,LAND ' 1 A {{ .�:... . }..� 'eA N " L Ij _x ' STI/lGd Y �AIHP ` 1 L [°'A�.L 7� <EF " 1 \ 7 G C ibE DnCANA 9�j 4 �- -- - t L ' 4•i .! j.(�`�/�t1*F 1ANIINIA - O , ^ J cL:I�/A�(r:' lUA 9 �M1 P' , s J I ` ' A /M.U[WNIU 4 r 4� MA �`` "POINTjA[��aa[y, •E tq, �ry S �° P, P� s �+JA, � �AAnt .A n : '� '� • IRSY y��d �� � sx '8 � 9 E �'DAn EN Ct N' IA !1P id N.•� ? 1 z' r. y `x- t E ' ys•F !` F r ■9 IJ: � n � ��'• J s'k, .,, ��acl.' 6PUNCAM � 1 oa! �pA •SELL +� �?' `� oueA r'JL' '► 'i�L N��A• <w NINCNMAN Y R V �• 3A` F 3 t f _ qzN b`6i rorlassa LE. PROJECT "LA LA Z Ic K - It rtl.+:" IK IDOL 'LOCATION o - s n LA t Ln: RD N n - . CITRUS 3._ ST 93 WAS 1, 1 es s �. W- -, HID AWAY t a D s »cx. RE ..:AnAI A".� 11• Sr Nsi _.:_jg�`GOt/RE}jpr.: Ilsr a, 8y�PALM�' '-E f�----- z L 5A A �� 1 DUN RIVER -.h� '17 LT FAMU b , �fAUNTY GD L: J P i iiiA' rt 31 ART D NDIART ad DRAWINGIN E OWNER: PARK PLACE HOME SALES, INC. ** 20' REAR SETBACK IS MEASURED AS FOLLOWS: D. LITTORAL ZONE CALCULATIONS: 1001 WEST LAKEVIEW DRIVE 1. FROM DEVELOPMENT' BOUNDARY LINES NO LITTORAL ZONE PROPOSED SEBASTIAN, FL 32958 THERE SHALL BE 20 FROM THE LINE TO THE BUILDING STRUCTURE SHEET DESCRIPTION (561) 5$9-1812 2• WHEN TWO MOBILE HOMES ABUT ONE ANOTHER AT THE REAR, THERE SHALL BE 20' BETWEEN STRUCTURES. THE SETBACK SHALL NOT BE MEASURED FROM PARKING/TRAFFIC CIRCULATION: ENGINEER: SCHULKE, BITTLE AND STODDARD, L.L.C. THE REAR LEASE LINE. - PARKING: ALL RESIDENTIAL DWELLING UNITS SHALL PROVIDE A 1140 7TH COURT, SUITE 'F' *** 10' REAR SETBACK FOR POOLS, PATIOS, DECKS AND ACCESSORY STRUCTURES MINIMUM OF 2 PARKING SPACES WITHIN THE INDIVIDUAL 1 COVER SHEET VERO BEACH, FL: 32960 SHALL BE MEASURED AS FOLLOWS: DWELLING UNIT DEVELOPMENT AREA. (561) 770 - 9622 1. FROM DEVELOPMENT f BOUNDARY LINES, OR FROM REAR TRACT/BLOCK LINES, THERE SHALL BE 10' FROM THE LINE TO THE STRUCTURE. ALL ACCESSORY COMMERCIAL AREAS SHALL PROVIDE PARKING IN 2 MASTER P,U.D. PLAN (OVERALL) SURVEYOR: HAYHURST LAND SURVEYING, INC. - � 2. WHEN TWO MOBILE HOMES ABUT ONE ANOTHER AT THE REAR, THERE SHALL BE ACCORDANCE WITH CITY .LAND DEVELOPMENT REGULATIONS - TRAFFIC CIRCULATION: MINIMUM 40 FT WIDE DRIVE PRIVATE 1122 OLD DIXIE HIGHWAY, SUITE 2-B 10' MINIMUM BETWEEN THE POOLS, DECKS, PATIOS OR ACCESSORY STRUCTURE. ROAD RIGHTS -OF -WAY WITH MIN. 20 FT TWO WAY ROADWAYS SHALL VERO BEACH, FL 32960 THE SETBACK SHALL NOT BE MEASURED FROM THE REAR LEASE LINE. BE CONSTRUCTED SO THAT ALL DWELLING UNITS HAVE MIN. 25 FT 3 PRELIMINARY P.U.D. PLAT PLAN (PLAT II ONLY) (561) 569 6660 1 **** EACH LEASED AREA WILL CONSIST OF A MAXIMUM OF 407. OF BUILDINGS AND 25% OF 65% IMPERVIOUS. FRONTAGE ON SAID RIGHT-OF-WAY. SITE ADDRESS: 1001 WEST LAKEVIEW DRIVE OTHER IMPERVIOUS AREA (POOLS, PATIOS, ETC.). TOTAL STORMWATER MANAGEMENT: R E TRACT F. (18.22 AC LAKE) FOR STORMWATER MANAGEMENT, SITE LOCATION; SOUTH OF BARBER STREET BETWEEN BRISTOL STREET, COMMON VEHICLE STORAGE AREA: 4 PAVING, DRAINAGE &UTILITY PLAN A WEST GOLF COURSE, AND BROXTON AVENUE REQUIRED: 1 SPACE PER 19 MOBILE HOMES SHALL SERVE TO DETAIN ALL REQUIRED STORMWATER RUN-OFF. TAX I.D. O'S: 29-31-39-00000-1000-00002.1 T N 494* MOBILE HOMES X 1 SPACE 19 MOBILE HOMES = 26 SPACES * 290 EXISTING UNITS I& 204 PROPOSED UNITS ROAD' RIGHTS -OF -WAY AND/OR DRAINAGE EASEMENTS SHALL BE 1 I re) EXISTING SITE .CONDITIONS STATEMENT OF USE. MOBILE HOME PLANNED UNIT DEVELOPMENT( PUD-MH ) ; PROPOSED: PHASE I - 25 EXIS•_i�NG SPACES CREATED TO ACCOMMODATE THE LOCATION, OF CONVEYANCE SWALES/PIPES. SUBDIVISION (204 LOTS) PHASE II 10 PROPOSED SPACES (TRACT D) TRAFFIC: 6 MISCELLANEOUS DETAILS PROPOSED MAINTENANCE ENTITY: MANAGEMENT COMPANY (PARK PLACE TOTAL 5 SPACES > 26 SPACES THE SITE IS ESTIMATED TO GENERATE 2,372 ADT, BASED. ON AN -ASSUMED HOME SALES, INC) COMMUNITY BUILDING/SHELTER: RATE 'OF 4.8 ADT/UNIT, PER ,INDIAN RIVER COUNTY LDR,' CHAPTER DEDICATION OF IMPROVEMENTS: PRIVATE ROAD, PUBLIC UTILITIES REQUIRED: HOE DEVELOPMENT. THE ' 952 952.07 FOR A STANDARD MOBILE M E EXISTING ADT FOR PHASE I IS 1,392 ADT 290 UNITS). THE PROPOSED ) ATTACHED AS-BUILTS OF EXISTING PROJECT MEANS OF CONVEYANCE OF OWNERSHIP: MOBILE HOME SALE/LAND LEASE PHASE I (EXISTING): 2�+0 UNITS PHASE II (PROPOSED): 204 UNITS ADT FOR PHASE II IS 979.2 ADT (204 UNITS). GROSS AREA: 145.00 AC. TOTAL: ;494 UNITS POTABLE WATER AND DOMESTIC WASTEWATER: CONSTRUCTION PHASING SCH EDULE: START START / MINIMUM CAPACITY: 494 UNITS 2 PERSONS/UNIT X 20% = 198 PERSON CAP. THE SITE IS ESTIMATED TO GENERATE 123,500 GPD (494 UNITS), BASED PHASE II -A -BLOCKS 0 P Q TRACTS C & E 3 02 7 02 % / FLON - AREA: 198 PERSONS :.: , SF/PERSON - 3,960 SF _ ME UNIT PER HRS tOD- . ON A RATE OF 250 GPD PER VIOL TILE HOME 6 ' PHASE II-B -BLOCKS N, R & S 10/02 4-/03 PROVIDED: DED EXISTING CLUBHOUSE Phi SE 1): 11,000 Sr > 3,960 SF - ( THE EXISTING RATE FOR PHASE I IS 72,500 GPD (290 UNITS) . THE RATE FOR PHASE II IS 51,000 GPD 204 UNITS . ( ) PHASE II-C - BLOCKS A, B, E, F. V & W 10/03 4/04 - PHASE II-D - BLOCKS C, D, G. & H 10/04 4/05 PHASE II-E - BLOCKS I, J, K, L, M, ',T & U 10/05 4/06 EXISTING SITE CONDITIONS _ PRESENT CONDITION: UNDEVELOPED LAND GENERAL NOTES: f NOTES: � FLOOD ZONE: MAP 12061CO087 E j•) PRIOR TO TRANSFER, THE TRANSFEREE MUST ASSUME IN LEGALS I "" 10N 1. PHASE IIA WALL INCLUDE WETLAND MITIGATION AND PLATTING OF 1• 90% SITE+-: ZONE 'X' 2. 10% SITE+-: ZONE 'A' NO BASE FLOOD ELEVATION WRITING IN A FORM, ACCEPTABLE TO THE CITY ATTORNEY, ALL COMMITMENTS, RESPONSIBILITIES, TRACTS C & E 2. ALL LAKE EXCAVATION WILL BE COMPLETED BY PHASE II-D - SOILS: SCS SOILS MAP t. MYAKKA-(WETLANDS)' HSG 'D'. WATER TABLE 0.0 TO 1.0 DEPTH AND OBLIGATIONS OF THE PRIOR DEVELOPER. FAILURE TO ` A PORTION OF LAND LYING IN SECTION 29, TOWNSHIP 31 SOUTH, RANGE 39 EAST, DESCRIPTION AS 3. AS EACH PHASE IS PLATTED HE NAME OF EACH PLAT WILL BE IN K THE NUMERICAL ORDER, I.E. PAR PLACE - PLAT 2 PARK PLACE - PLAT 3. 2. 'MYAKKA' HSG 'B D', WATER TABLE 1.0 TO 3.0 DEPTH A GIVE TIMELY NOTICE OR TO PROVIDE THE ASSUMPTION OF PRIOR COMMITMENT VOIDS THE PRELIMINARY APPROVAL. SOUTHEAST CORNER 0 SECTION 0 TOWNSHIP 31 SOUTH RANGE 39 , FOLLOWS: COMMENCINGAT THE SOU HE ST F SE N 2 0I 4. THE PHASING MAY BE MODIFIED AS WARRANTED BY MARKET CONDITIONS , 3, SG . A WATER TABLE 3.5 TO 6.O DEPTH 'ARCH¢OLD H , T J u.5 EAST, AND RUNNING THENCE: SOUTH 89'29 52 WEST, ALONG THE SOUTH LINE OF SAID SECTION 20 4, 'ASTATULA' HSG WATER TABLE 3.5 TO 6.0 DEPTH � 'A', 2.) PROPOSED MINIMUM FINISHED FLOOR GRADE = N.G.V.D. FOR 1,323.22 FEET; THENCE SOUTH 00'33'S7" EAST, FOR 1,013.6E FEET TO THE POINT OF BEGINNING SITE AREAS: AREAS PHASE f* PHASE II TOTALS 5, 'IMMOKALEE' HSG B/D , WATER TABLE 1.0 TO 3.0 DEPTH 6, 'QUARTZIPSAMMENTS HSG 'B/D, WATER TABLE 1.0 TO 3.0 DEPTH I ELECTRIC WILL E PROVIDED. 3.) STREETLIGHTS AND UNDERGROUND EL WI 8 (1); THENCE CONTINUE SOUTH 00'33'57" EAST FOR 1,654.98 FEET, TO THE QUARTER SECTION LINE OF - GROSS AREA: 67.82 AC 77.18 AC 145.00 AC - TOPOGRAPHY: VARIES 40.0' TO (-)5A' SECTION 29, TOWNSHIP 31 SOUTH, RANGE 39 EAST; THENCE NORTH 89'35'04" WEST, ALONG SAID NET DEVELOPED AREA: j 67.82 AC 77.18 AC 145.00 AC PROJECT LAND USE: PERMITS REQUIRED: 1. ENVIRONMENTAL RESOURCE PERMIT (40C-4) -ONE QUARTER SECTION LINE FOR 1327.27 FEET, TO THE CENTER POINT OF SECTION 29; THENCE NORTH DWELLING UNITS: 290 UNITS 204 UNITS 494 UNITS P PHASE I: PERMIT FO PERMIT FOR "ALL PHASES • 00 29 12' WEST, ALONG THE SAID CENTER .SECTION LINE FOR 661.61 FEET; THENCE NORTH 89'32'02" DENSITY: 4.25 2.64 3.41 - DEVELOPMENT - 290 UNITS CLUBHOUSE RV STORAGE Exlsrwc REVEL PM T � i 2. PRELIMINARY P.U.D. APPROVAL (ONE APPROVAL FOR ALL FUTURE PHASES ) „ WEST, FOR 672.47 FEET; THENCE SOUTH 00'22 02 EAST, FOR 457.86 FEET; THENCE NORTH 89' A LOT ARE 40.93 AC 34.81 AC 75.74 C _ ON -SITE RIGHT-OF-WAY: 13.18 AC 8.34 AC 21.52 AC � '` PHAS E SE II: - _ TRACT 'A' PROPOSED LANDSCAPE/RECREATION AREA 3. CITY OF SEBASTIAN LAND DEVELOPMENT/ SUBDIVISION CONSTRUCTION 365E WEST FOR 648.74 FEET; THENCE NORTH 002034 WEST FOR 971. 3 FEET; THENCE SOUTH 5 CLUBHOUSE AREA: i 3.50 AC 0.00 AC 3.50 AG . - - PROPOSED LANDSCAPE UTI ITITIES EMERGENCY ACCESS AREA TRACT 'B' P / L / E PERMIT FOR EACH PHASE 4. I.R.C. UTILITY PERMIT - EACH PHASE $9'29'00" EAST FOR 147.00 FEET; THENCE NORTH 00'20'34" WEST, FOR 150.00 FEET; THENCE ** MISCELLANEOUS OPEN SPACE: 2.73 AC 15.81 AC 18.54 .AC - TRACT C - PROPOSED OPEN SPACE RECREATION AREA _ / TRACT D -PROPOSED RV AND BOAT STORAGE AREA 5. CITY of SEBASTIAN RIGHT-OF-WAY - UTILITY AND ACCESS AT , SOUTH 89 29 00 EAST FOR 1 171.89 FEET TO THE SOUTHEAST CORNER OF THE INTERSECTION OF DRAINAGE TRACT/LAKE AREA: 7.48 AC 18.22 AC 25.70 AC - TRACT 'E' - PROPOSED WETLAND/UPLAND/SCRUB JAY CONSERVATION AREA ALAHAMBRA AVENUE ALHAMBRA AVENUE AND BRISTOL' STREET AS RECORDED IN SEBASTIAN HIGHLANDS PLAT BOOK 8 p * EXISTING VEL PED AREA PHASE I IS THE S I pE 0 EA - TRACT 'F' - PROPOSED STi ."AWAER MANGEMENT AREA 6. CITY OF SEBASTIAN LAND CLEARING/TREE REMOVAL - ONE POINT PAGE 46, IN THE INDIAN RIVER COUNTY RECORDS; THENCE SOUTH 00'2T56' EAST FOR 39.40 FEET, ** TRACTS A, 8, C, D, TE - 199 MOBILE HOME LOTS FOR ALL PHASES 7. CONCURRENCY ALSO BEING ,THE SOUTHWEST CORNER OF PARK PLACE, PLAT 1, AS RECORDED IN PLAT BOOK 14, DEVELOPMENT PARAMETER/ ZONING MAXIMUM DWELLING UNIT COMPUTATION: PUD-MH 8. CITY OF SEBASTIAN STORMWATER PERMIT - ONE PERMIT FOR PAGE 95 INDIAN RIVER COUNTY RECORDS AND FOLLOWING SAID PLAT THROUGH THE FOLLOWING WAIVERS: I PUD-MH PROP, PD ALL PHASES A. GROSS AREA. (AC) 145.00 9. FINAL P.U.D. PLAT APPROVAL FOR EACH PHASE 11 .> - MINIMUM COT SIZE: 5,000 sf N/A I ' COURSE'S, SOUTH 89'29 27 EAST, FOR 107.01 FEET; THENCE SOUTH 00'30L 33 WEST, FOR 11.9E 50 ft N/A B. TOTAL MAX. UNITS ALLOWED 10. F.D.E.P. WATER AND SEWER CONNECTION PERMITS FOR EACH PHASE - MINIMUM LOT WIDTH: FEET; THENCE SOUTH 73'27'S6" EAST, FOR 149.2E FEET; THENCE SOUTH 16'32'04" WEST, FOR 3.47 MINIMUM LOT DEPTH: 75 ft N/A WITHIN EFFECTIVE BASE FEET; THENCE SOUTH 73'27'56" EAST, FOR 135.00 FEET; THENCE NORTH 16'32'04" EAST, FOR MINIMUM LIVING AREA: 900 sf 900 sf RESIDENTIAL AREA: 188.00 FEET TO A RADIAL CURVE CONCAVE TO THE SOUTHEAST HAVING A RADIUS OF 190.00 FEET, AN - MINIMUM YARD SETBACKS: ZONING: DENSITY: E.B.R. A. UNITS ARC LENGTH OF 53.06 FEET AND A DELTA OF 16'00'00"; THENCE NORTH 32'32'04 EAST, FOR 243.00 T FRONT: 20 ft * 20 ft * PUD-MH 5 UNITS/ACRE x 145.00 = 725 - SIDE: 10 it 10 it FEET TO A RADIAL CURVE CONCAVE TO THE NORTHWEST HAVING A RADIUS OF 512.72 FEET, AN ARC - REAR: 20 it 20 it ** C. TOTAL NO. OF DWELLING UNITS ALLOWED: 725 LENGTH OF 168.72 FEET AND A DELTA OF 18'51'13"; THENCE LEAVING SAID PLAT ON A NON -RADIAL - POOLS: D. TOTAL DWELLING UNITS PROPOSED: 494 LINE SOUTH 76'19'09" EAST, FOR 235.32 FEET; THENCE NORTH 89'24'05" EAST, FOR 293.43 FEET; - FRONT: N.C. 20 it PHASE I UNITS EXISTING: 290 * THENCE SOUTH 00'33'57" EAST, FOR 78.00 FEET; THENCE NORTH 89'24'05 EAST, FOR 149.01 FEET - SIDE: N.C. 10 ft PHASE II UNITS PROPOSED: 204 a* = ACRE TO THE PLACE AND POINT OF BEGINNING (1). - REAR: N.C. 10 ft E. DENSITY PROPOSED: 494 /145 3.41 UNITS / - PATIOS/DECKS: - FRONT: N.C. 20 ft OPEN SPACE AREAS: AND A PORTION OF PARK PLACE - PLAT 1, AS RECORDED IN PLAT BOOK 14, PAGE 95, MORE - SIDE: N.C. 10 It * A. REQUIRED: PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE POINT OF BEGINNING (1), THENCE SOUTH - REAR: N.C. 10 ft *** ZONING OPEN SPACE AREA TOTAL 89'24'05" WEST FOR 149.01 FEET, THENCE NORTH 00'33'57 EAST A DISTANCE OF 78.00 FEET, THENCE - - ACCESSORY STRUCTURES: PUD-MH 55% x 145.00 79.75 oc - FRONT: N.C. 20 it TOTAL PROJECT SOUTH 89'24'05' WEST, FOR 293.88 FEET, THENCE NORTH 76'19'09" WEST 345.35 FEET TO THE POINT - SIDE: N.C. 10 it * B. PROPOSED: MAX. ALLOWED AVAILABLE (AC) ACCOUNTABLE (AC) PHASE I (AC) PHASE II (AC) OF BEGINNING (2), THENCE NORTH 76'19'09" WEST A DISTANCE OF 40.50 FEET, THENCE NORTH - REAR: N.C. 10 itCLUBHOUSE AREA: (PHASE I) t00% = 65.25 3.50 3.50 = 3.50 + 0.00 68'27'56 WEST A DISTANCE OF 107.44 FEET, THENCE SOUTH 23'08'42 WEST A DISTANCE OF, 106.61 - FENCES: -LAKE AREA: (PHASE I & II) 30% = 23.93 23.60 23.60 = 7.48 + 16.12 FEET, THENCE NORTH 57'27'59" WEST A DISTANCE OF 33.63 FEET, THENCE SOUTH 00'27'56" EAST A - FRONT: 0 it 0 ft MISCELLANEOUS OPEN SPACE: (PHASE 1) 100% = 65.25 2.73 2.73 2.73 + 0.00 DISTANCE OF 61.75 FEET, THENCE SOUTH 32-32-04" WEST A DISTANCE OF 182.58 FEET TO A RADIAL - SIDE: 0 ft 0 ft -TRACT A -LANDSCAPE/RECREe'.TION: t00% = 65.25 0.45 0.45 _ 0.00 + 0.45 REAR: 0 it 0 ft - TRACT 'B' - LANDSCAPE/UTILITIES: 100% = 65.25 0.09 0.09 0.00 + 0.09 CURVE CONCAVE TO THE SOUTHEAST HAVING A RADIUS OF 448.00 FEET, AN ARC LENGTH OF 125.11 - TRACT 'C' - OPEN SPACE/RECREATION: 100% = 65.25 6.17 6.17 _ 0.00 + 6.17 FEET AND A DELTA OF 16'00'00 THENCE SOUTH 16'32 Q4 WEST A DISTANCE OF 164.55 FEET, - MAXIMUM BUILDING HEIGHT: 25 ft < 25 ft - TRACT 'D' - RV & BOAT STORAGE: 100% = 65.25 0.39 0.39 - 0.00 + 0.39 MAXIMUM BUILDING COVERAGE: 40% 40% - TRACT 'E' - WETLAND/UPLAND/SCRUB JAY. 100% = 65.25 8.63 8.63 - 0.00 + 8.63 THENCE NORTH 89'29'27" WEST A DISTANCE OF 30.76 FEET, THENCE SOUTH 00'30'33" WEST A - MINIMUM SEPARATION DISTANCES; - TRACT 'F' STORMWATER - (MINUS LAKE) 100% = 65.25 2.10 2.10 = 0.00 + 2.10 DISTANCE OF 11.96 FEET, THENCE SOUTH 73'27'56" EAST A DISTANCE OF - 149.26 FEET, THENCE SOUTH - BETWEEN RESIDENCES: 10 ft 10 ft - RIGHT-OF-WAY 100% = 65.25 9.68 *1 9.68 = 5.93 + 3.75 16'32'04" WEST A DISTANCE OF 3.47 FEET, THENCE SOUTH 73'27'56" EAST A DISTANCE OF 135.00 MINIMUM OPEN SPACE: - PRIVATE EXTERIOR GREEN SPACE : 100% = 65.25 26.51 *2 26.51 14.47 + 12.04 FEET, THENCE NORTH 16'32'04" EAST A DISTANCE OF 188.00 FEET TO A RADIAL CURVE CONCAVE TO LEASE AREA: N/A 35% **** TOTAL PROPOSED AREAS 83.85 34.11 49.74 THE SOUTHEAST HAVING A RADIUS OF 190.00 FEET, AN ARC LENGTH OF 53.06 FEET AND A DELTA OF PROJECT: 55% 55% �2 45% OF RIGHT-OF-WAY AREA = 21.52 AC X 0.45 = 9.68 -N.C.40' 1 35% OF LOT AREA = 75,74 AC X 0.35 = 26.51 AC MINIMUM R/W WIDTH: N 16'00'00 THENCE NORTH 32'32'04' EAST A DISTANCE OF 218.99 FEET, THENCE NORTH 57'27 56' - ----' WEST -A DISTANCE OF 110.00 FEET, THENCE NORTH 32'32'04" EAST A DISTANCE OF 24.00 FEET, TO A N.C. ;= NOT DEFINED IN CITIES CODE FOR PUD-MH C. % PROPOSED OPEN SPACE (PHASE 1): 34.11 AC/ 67.82 AC = 50.3% * % PROPOSED OPEN SPACE (PHASE II): 49.74 AC/ 77.18 AC = 64.4% LI RADIAL CURVE CONCAVE TO THE NORTHWEST HAVING A RADIUS OF 402.72 FEET, AN ARC LENGTH OF 10' SIDE SETBACK MEASURED BETWEEN STRUCTURES NOT FROM SIDE 132.52 AND A DELTA OF 18'S1'13'' TO THE POINT OF BEGINNING (2). TRACT, OR BLOCK NES,IAND NOT FROM LEASE LINES %PROPOSED OPEN SPACE (TOTAL):. 83.85 AC/ 145.00 AC = 57.8% i REVISIONS: 12 27 01: REVISE SITE DATA TO REFLECT REDESIGN OF SOUTH-EAST PORTION OF SITE. (BLOCKS O, P, 0, R. S) 1/22/02: REVISE SITE DATA TO REFLECT REDESIGN OF SOUTH-EAST PORTION OF SITE. (BLOCKS T & U) ok=�rIUL"E TTLEaSTODDARDL6 O O 9 9 C'ONSUJf THU" ENGANEER"En' QUID PLANNEF-10"" 1140 7TH COUnT �nU FE F w. LED) FOA VE'50 - • I - FLO"I Z 00 9 9 _36" GATE: PHONE (5567`1 770-59"O'b"'22- FAX Q�N 770-949 48 JILLIAM PH NBTTLELP.D, Ph REG. No 5769E ❑ WILLIAM P STODDARD, Ph.D., P.E. REG. No 57605 i - i • i I I j RECIPROCAL EASEMENT AS RECORDED IN O.R.BOOK 1045, AT PAGE 891, AS MODIFIED. j (AS SHOWN WITH SHADED LINES) LEGAL INGRESS AND EGRESS OVER WEST LAKEVIEW DRIVE, A PRIVATE ROAD WAY AS PER OFFICIAL RECORD BOOK 1045, PAGE 891 z I i GRAPHIC I AP I HC SCALE I CAL I I I 0 100 200 400 800 IaKi "wm I ` ADJACENT ZONING RMH (CITY) i YA C T, .IN FEET NorIth, ) I •�EE'� / Inch = 200 ft. �^ MILLER DRIVE I ! PRg1GR 5 8 300 - 570 569 PARCEL "C" j 3000 j I ` NOT INCLUDED 2z02 ;200 CONTAINING 10.89+/- ACRES 2204 2208 v1 \ 22as / DRAINAGE RIGHT-07-WAY 2210 i j 573 ( 101 02 \� 22as 2203 I // // 100 2207 99I 2,21 BARBER AVENUE DS�2 9672n F 95 1 94 2 3' ADJACENT ZONING: RM-8 (CITY) F ,� w I � � O � f J 93 4 571 a U V a • 1 � a ''3 Q�- '` 91 � Q 1094 p: 0 Q ` to 1008 j I A 90 8G loos O IEMPIRE TERRACE 89 9Q Q' taro ca 567 0 �° 10 �.� 1012 �. E- 88 11 Q 1014 1007 U / CONSTRUCTION PHASING/SCHEDULE. START START a 87 12 1016 101 1/ PHASE 11—A —BLOCKS 0, P, Q, TRACTS C & E 3/02 7/02 E_566 568 � 2083 j PHASE 11-B — BLOCKS N, R & S 10/02 4/03 r, ss 13 1016 J ,0,5 I / POOL 2083 // /''1 E_85 PHASE II—C —BLOCKS A, B, E, F, V & W 10/03 4/04 14 ' 1020 1019 STI lT 2081 20g8 PHASE II—D — BLOCKS C, D, G, & H 10 04 4 05 84 CIO ILE HOME ST 4 j --� � 15 to22 E I — EXI2079 2084 PHASE II—E - BLOCKS I, J, K, L, M, T & U 10/05 4/06 ARCADIA DRIVEPA j --�� 83 16 1024 2077 j 1023 2078 t NOTES: 81 18 1026 ` 2o7s 1025 NOT INCLUDED 12n 1 PHASE IIA WILL INCLUDE WETLAND MITIGATION AND PLATTING OF 1 80 19 2073 2074 TRACTS C & E 1028 Q 1027 1215 2. ALL LAKE EXCAVATION WILL BE COMPLETED BY PHASE II—D 79 20 22 1029 , 2071 2072 1213 ARCADIA DRIVE to3o 1 3. AS EACH PHASE IS PLATTED, THE NAME OF EACH PLAT WILL BE IN \ U 78 21 1032 1031 1 12069 20-10 ., NUMERICAL ORDER, I.E. PARK PLACE — PLAT 2, PARK PLACE — PLAT 3. t21 ALDER DRIVE SEBASTIAN HIGHLANDS UNIT 1'7 '-� 77 Y KS C1R I 2067 2086 4. THE PHASING MAY BE MODIFIED AS WARRANTED BY MARKET CONDITIONS o 103 ,�„ 1209 j --------- PLAT BOOK 8, PAGE 46 76 m o s 2086 7s 2 5 24 23 1036 LATTED A 2063 2064 ,207 i 1038 1037 ( 1205 I 454 (1-; 74 27 29 30 1040 I I 2061 2082 1039 j 1203 I - DUNCAN STREET a 73 28 1042 PHASE I I 2059 2Q60 trot 72 1041 2057 2058 P.O.B. (2) 199 1043 71 57 SET 2055 2056 rzYq• a WITNESS CORNERS 7D tt97 453 58 56 4 2053 2054 e3.43 1045 1195 ' 69 cJ9 $ M." 03 31 'd3a4•� R• ags c 2051 Neu 1 2052 l JOHNS ISLAND CLUB 1193 20 • Iff jI '. j A tiD � a rTAA->< = Iex•lIeE•1.4• r• I —13,33068 60 L.l22.e2' DUBAN STREET ° "l.92' 12967 61 P 201 � 4 1M 1g3r 1 .•o I i W p• Ieee'oo 62 `\ 2% P' 8 / CAN:-l67.9e• }284 I 1 L = 4Le.o•' L ,ae.7e 1 132 133 I 134 L . IEe.u' 8 J 452 9 , I j j I 127 6 PHASE II b leg ' j ,d mu+Aas usEua+T I 126- s l�fl1 t 1 L4 d OPEN SPACE/RECREATION TRACTr�/f�� eleaa PARCEL 'E* NOT INCLUDED CONTAINING 2.93+/- ACRES 2D.o0• x 70.00' .. _ - PARKING EASEMENT TRACT E — 376.058 SF — 8.63 AC -WETLAND / UPLAND/$GRUB JAY HABITAT CONSERVATION TRACT N9e•360L 1 1•eE7.E7' II, 1/4 SECTION LINE i CENTER OF SAID SECTION 29 I � ADJACEN T ZONING: RM-6 (IRC) ADJACENT ZONING: CON-1 (IRC) I , I I i 135 1136 1 137 1 1381 0 ADJACENT ZONING: CL (CITY) C 3208 3210 azoe 3300 3302 3304 EXISTING RV/BOAT STORAGE 3204 \ (0.70 AC WITHIN HIN FENCED AREA) \ APPROX. 25 - 12' WIDE SPACES AVAILABLE 3202 3205 AREA LIES OFF -SITE WITHIN PARCEL 'A' 3J01 RIGHTS OF USE BY LEASE AND 3200 3303 PURCHASE AGREEMENT 3104 3 33j 3102 3307 \ 3428 3100 {4 3309 m \ *� 3429 3426 •P� O 3010 3311 \ 3424 3008 3427 \. 3313 ADJACENT ZONING: CG (IRC) 108 3422 9 O 3622 3423 '�� 3315 � �T •TO 917 O2 3820 3420 3621 3g18 3421 \ 3418 3319 2 p 2 �Q \ Gl O 36}9 3818 3419 341q 3321 '\ O„ �� �� O•or, 3414 7 2124 5617 3814 3417 3323 \ � HOC' \ Q� J 3812 3412 �� Q 21�2 3615 4 1 3323 92 s �n 2120 3613 � 6 3413 3327 ir \ 8 2118 3611 3608 3411 3322 �� \ 3806 we 3809 3409 3331 2116 604 3404 33407 3333 3607 2114 3802 3402 ' 3805 A S 3400 3335 3341 \ 2112 3800 3403 \ 3803 3343 \ 2110 3601 ' 3345 3545 3535 3525 H-3395 3385 3375 3385 3355 20 21 off- 11 5.9°29'S2' w.MHU 1-W,323.22' DS-1 8 ' SOUTH LINE SECTION 20 2� POINT OF COMMENCEMENT (CONC. MON FND.) SOUTH EAST CORNER SECTION 20 EXISTING 11,000 SF CLUBHOUSE TOWNSHIP 31 SOUTH, RANGE 39 EAST AND EMERGENCY SHELTER JOHN'S ISLAND CLUB WEST 0 .. GOLF COURSE F M 20 O O W z z W W o_ a. � a � N 0 0 to N m f1l p C"N 3 m 3 N R 0 4 Q U (Vit O � o w C!t•-w�w ,,,,W WpUOm3�W tr p �'=•aQ zwo4aaa�3 2�y����wp�wm�g w Z a�=U ate_ inr �a33L":)o acpl U Z J JLw n Q m o 4..1 M � 0.' z ¢ r Ch 0 Z _jU J L`I ``- a 0 z Uw z Wo od z � r W . j c, L_ L z W CDu Z 04 v, ADJACENT ZONING: RM-6 (IRC) W p w S 00.33'57" E / 78.00• TYi /P.O.B. (1) A L"m •1 w TQG�1 91P - t74 AC 139 140 141 / / 142 � II 1 1 � 143 I I 146 1 145 1 144 I " Aq I148I 49 B 1 155 1 154 153 \ 1 } 1 I / 162 1 _ 153— 147 11e8 I 16,5 \ t64 \I 88 1 169 1 170 1 171 1 172 11 I— I I PROJECT NO. 00-025 i I 40 RIGHT -OF -WA PP,1E1L.IMINAaY PUAIQ N EID UNI"' DEYEEOPI FN r PIL.A"r IFOR PARI� PILACIE - PIFIASE II - - Y - - 5 DRAINAGE AND A REP11,Ar OF A P®R�ION OF PAaK PI ACE - PLAT I AS RECORDIE13 IN PI A-`POO1E� 14 PAGE 9.5 AI�T� A SICTP�I�ISI®ITT UTILITY EASEMENT 7 7 R /W TI T OFAP® �ZPICI®N OF ]L,AIaTIDi LYING WIr1F1E-IIN S 1ECPICI®N 2:9'I`®��71aTSI-3[I[P � l SOIJT7E-3C R1-�11�T�]E 39 1E1-�S� At>L]L L,�i''I1�T� A1�T� -.-----1-----.----{�---'---T =--------. 7 7 7 N PEINC;- IN '-rl4 E Cl'-rY OF SEBAS"rIAN FT-,ORI�A I I I i I I 1 DUNCAN STREET I 1201 I I E I --- ;-� 1042 1 ----- -� _ 1041 � I t 72 ,.� __ ERIN -A __.__. , _ I I 2057 E 2058 I O" _ I __.____ __.� E 1 ,I _ -- - E i E I t0 E CO TRU I r � E I S CT ON PHASING/SCHEDULE. START START I `�fl - •.._' , I I 1199 , 1 SLOG. AREA 0 20 1 I_ E t 1 o I LEASE LINE r_._.__._.___ . _.____- -, 1 r ' ' SIZE MAY I PHASE II -A - BLOCKS 0, P, Q, TRACTS C & E 3/02 7/02 \ EN; �r , E'� i ! 1043 i E , + E "+ � $8 e �. • { � E ` ` " 2056 1 I 1 I o LEASE LINE E VARY FROM ; (NOT A LOT ; x PHASE II-B -BLOCKS N, R, & S �Q/02 4/03 I 71 iZ Er^ 1 8P�' f.P�O.B. ( ) ' 1 2055 I E 4._.__.._______ -' (NOT A LOT UNIT TO UNIT I LINE) _ L PH"ASE II-C -BLOCKS A, B, E, F, V &, W 10/03 4/04 I ;'�•' p 57 1 /�1:'436' 4.. _ ; F 1 i i INE) --+ _._.. _..__..__ 1 - PH°ASE II-D - BLOCKS C D G & H ( I I x�_..___._...____. E o��,� S76a1',Q9: I s; �.._._ _____PL 1197 t 1 ccn VARIES�N57 27 9"yYE 55 E1 E, ____..._10/04 4/05 1f , i � 33.53� I � � ` ° � 1045 , t PHASE II-E - BLOCKS I,� J, �K, �L, M, T '& U 10/05 4/06 453 I 70 1 58 + 63 ��' 4 `_� ' 2053 2054 E ,. Q -- _-� �_____--------- � C79 I _ • E E I ! E E I 1 N , E N I �D I I j I ! --• _._._-" -1 / S'"j o ' _._. E ' _____.. -. _ 1 1 1 u --- - ------- I i ' I 8 18`0 " N89.24'05"E .. _ 1 1 i T - 1 95 1 I M i pQ i cmDn D NO _ I S00 27 58 E ,�R�� 31 •3 5.3g• 26.88' E 2051 I E + E E I c _.... _..__.._.__.. - o I E I m m 1. PHASE IIA WILL INCLUDE WETLAND MITIGATION AND PLATTING OF 69 159 6•75'�-; 03 �/ c, , 3s�•,��`�' N6�740� 2052 i o I ; I mD ---.. ?r t I O Pam' I �L R = 4d2.72, *-�'-" -� , --1p pp- ti 1193 ; ! W zz E E 20' -lo TRACTS C & E 2, 11 ALL 'LAKE EXCAVATION WILL BE COMPLETED BY PHASE it-D - I....- ham' ° r �` _ 32 ,� a = 18°51'13" 11s.po' ; N ��g I I ; + 2 ,�' 33 "..� t TAN 66.8s 130 V 1 ,� �� 131 low I I I ; 1 AS EACH PHASE IS PLATTED, THE NAME OF EACH PLAT WILL BE IN -- T , E I 68 ;° ; + ,9$ ; �`� s3z•3z'o4;'a ' L = 132.g2 I 1 Icy; 191 I 3' NUMERICAL ORDER, I.E. PARK PLACE' - PLAT 2, PARK PLACE PLAT 3, DUBAN STREET ,,� 60 o , e� „!, _ 0� Q J , _-__--_r _ 1 b E P.O.B. (1) ' --... +, r$ , / N 24.00 � C - 131.92'-----°, �---- , , s N 89.24 05 E � 1 4 ,THE PHASING MAY BE MODIFIED AS WARRANTED BY MARKET CONDITIONS A T o - �`' -- l • j'°2}• I 7.00' '♦ H , Q• �> la s 67 , r t 61�My�� `� 01 >> oO•��h , 129 (� aN�' ;105.00' - - T -- �4 i 0�. + , , J R = 512.72 » M 1 ' 1 ' ' .gyp. 5.00'-� ---i _ W I _ ----- f\♦ / r 86 A 85.13' 1 sn ,o ;c" I-. o I, ; i N I N 2 ' s i , �,' x L = 168.72' mi N i� 10 io rni 1 -------r------ -- -- ------ - N-----�' > R = 448.00 Q j . T N 132 ' 133 134 5' DRAINAGE AND = 16.00'00. + i 62 C w ' C = 167.96' 1213 � MI to ,� Eo I 1 _--._...._...-..._ , ti r z w �i i 1 i i i I UTILITY EASEMENT TAN = 62.96' I z` , O rs r I - i- �' " v O Z _ N I I I 1 1 1 III. Q = iz4:7o' ,...__..._- Y ty'`o' % ham'n' - a-- - ----- , q ADJACENT BUILDING SETBACKS 452 , ,' 4� /' o o 127 • R/ 20 .00' ; NI I �� ` _ 63 18 ti; ! ``;' N �_:___--------1 M 235.s7' ' --- ---------`------ - - - DENOTES PREVIOUS I o ,?o I z PLAT LINE AND LINE OF 10' DRAINAGE EASEMENT I 'GO i 1 �,�,�', I o - - W I , r% �'. ''•. C., / ' `\ r LEGAL DESCRIPTION ON SPIFFY 126 ; ; S[�®;c�IK Il'1' I 1 w 40 RIGHT-OF-WAY 5' DRAINAGE AND Q ti+ r 19 89 r R _ 1sa.o0'-------- ' i 8 �fQ16�s K�3�-13�1 I 1 U- R W UTILITY EASEMENT �3 EO � "-�.. J \. ,. ; p 1s-aa a0"------I- I ,� �2,2'37 s�� - 1.�� �►C I I m EMERGENCY I / \ I ' IYU ;` f , , `I/ TAN = 26.70. i Iv i i icn i 1 0-----i----- o--------i ------ p ---1--------- / Z a �' ,? r -' ,/ 90 r L= 53.06 R F 7saaa' 125 1 135 1136 137 0 138 11 N N I N }� ACCESS I_ - -� - - - - - - - - - - - - - - - - - - SET CAP(4416) I / / ------ _ o EASEMENT o r...._ '" - , C = 52.89' 0= 20'00'04" 1 1 1 265.71'1 Z I E 1 24.31' ALHAMBRA AVENUE 3 a ! •�,� - 1 ,< < , TAN = 139.31 �r , - + , ut a _r a , , 1 , , L 275.78' I r' _ , _ _.. , ? , 1 I E I LEASE LINE soo � _._ 27 56' � n E 1 + r�IL �� ® I _ PUBLIC ROAD � - , c 7 + I E I -_ 2 4.38 -- 9 0'E 1171.8 ' s h NOT A LOT ��-- 9 3 .40' , --�- _ 1 91 124 ` K; �• -1�d• ,� e 9 6) 0 �H�s (� I R = 185.00' f �, Eu� , 1 E LINE) -� - LEASE LINE 5 TYPICAL w I 20' BUFFER -- N T-------�------�--------------------- � I I NATIVE PRESERVATION RAC _ - T N TA / 1 s so � -_ 4 AC I . 1 1� 9 SF 0.45 AC �.� 1 , i _ -- + I' NOT A LOT 1� 1s as as �;/ � , 76,®�1 s1� , 1.7 a , BLDG. AREA I , 1 r + I 1 I ' 1 , WETLAND ' +. SIZE MAY h 53 . r / C' - .' I s 3 91 1 1 I 464.00 I 1 S81 2 "E a itr O �, TAN 26.00' r- + 139 140 141 1 LINE) I 1 I fp I E I I I I I 1 � n , TRACT B E I 1 , , , , ' 1 'I I so0-�3o'33"E 137.77; - O• qi , + - SURVEYED WETLAND ,K , 1 1 1 VARY FROM I , c o I TRACT C 004,069 SF' i i 8�. +K tSE I r ; i SL0CK i 2p.00' t0770 'T"_4' _ .' cv ^� 92 o L - 51.66' LINE 9/25/01 / i�"' � + ; i i ; UNIT TO UNIT I I ,�,11�•� I 1, , C- .49' 123 w I 1 - r.I , 51 1 9 UN S (11�'19) ' 1 1 �� UNITS $ (1 '®� 1 1 1 1 , ,-� ,1 0 11,781 SF (0.27 AC -1 pop 0.09 AC E I I per'' O � I 1 j 10 p� V 1 I I Mo I I 0 I I UI E I I IS E , / / - �J �, "!"P lip t E 00'30'33"W _ } 32_07_ \ I I 1 0 t 1 66 4 s^F - 1.53 IAC � 23 -, (0.27 AC TO BE FILLED) _ -_ _ /� ,' i 1 z 1 19 i 18 i 61,27E'� ,�� - 1.�1 AC 1 13 6 1 12 1 11 $ 10 9 ' 1 i i 1 !I I tt.ss' N1 s 984..E ` 19 -�' RE-Pj.ATTED AREA - G`;! �G�1 5R \ 142 - _ I I 1 1 ' i i 8 i 7 i 6 i 5 ' �• I ' 3 I 2 � '1 19 t0' DRAINAGE EASEMENT � 142.54' 'o 1 i 17 1 16 1 15 1 14 "--58' I I I 1 E I I i i i i S16'32'04"W'� + OF PARK PLACE - PLAT I 122 / ' so ___L____ _1_ -_ _I _471.00 I____ , r i 5' DRAINAGE ANb UTILITY �ASM T I , E 1 I N73'2T5 w , �` 7 ' 1 O I 1 I 1 I I TYPIC L I 1 �" 3.4T w ,��_,'1 _O0• , '% . /, Gho `-`--` 1 N S89°2 .00"E 1 ----� ------ ------ - ---------I - - - --�-------'---- -- 601.77 '------- ----- ' 55.85' / 10' DRAT , N ,,.,. -- 5-05,- I 1 ----1--- �- 1 ' I i N i N 147.00' \ O ----- ------ �J----- ---- 149.26 / �, --�--�. \\ - --- ---------------------------' N i 71S , , DRAINAGE EASEMENT , �� , fU:' EC49�. , ; '- �--1 5 (� �1 20 o R f_ _ 1,t37.ss _ _ G9 3$ 1 ---- -- - - f y ! ' �y - - _ g , �, �� ,, E , WATERFRONT OR PERIMETER PROPERTY LINE 1 y4j \ / - N73-27'56"W 5,00• 121 TA \ , / W TLAND BE I 1 _ _ _ _ _`v�� ; r FILLEDI 143 , SETBACKS AT BUILDING ADJACENTTO G 179.34' , r ------ ____-? ;-____-;-----_�-1 25.00' AT RFRONT OR PROPERTY LINES TRACT C ��e� i -- I ----- j- 5' DRAINAGE AND UTILITY IEASM'T I I I i 379.6$' I I I \ `/ R = 180A0' '� ,,`�, 146 PIi i 144 1 VV D�" 21 seo.o/o1ryJ,(_--/�--------------�---------;------T +>; ' ��500' ��,' N 145 1 I 1 , ! , I I ( I I 1 ' ' ��®�LIY\ U!- ' ' I 1 I BIL�1EJ\Llll� 'IG !O 1 I 1 1 I I I 1 I I ' 1 '1 ��� ©= 73'S9'1a" i E I I I 0 1 I Y® N tlY Y s `'•"P7-5® I E I I I I '�, I TAN = 135.61' %' /, 3 �/ 1 58 t I Iri 1 1 6 t ' 48 1 47 I 1 �, 1 I ; I , _ ' 120 , , ; 1 � � 22 ^/pI I 57 1 10 56 ; 55 54 ' 53 ' q ^� _q UN§T (1 '46) I � ' I 1 CURVE TABLE _ 75P SF 1.53 .� C I I 1 I • 46 1 , S , / , �O 340.31 ` 1 9 3 o9y CV �� P•` 59 I ' ;� 1 45 ���� S - �.�� 39 L 232.43' \ ® ` `1i' 006 2 \ 11 I �Tyn ,`-1 i 52 i ' 1 1 i i i� i 1 ' 1 \ C- 216.62' 0�,,,/ > C VE NO\ I , 51 1 50 1 49 E I I I 44 43 4.2 1 41 1 40 �, 1 uS___^ >�!S DELTA TANGENT LENGTH CCHORD 3 � IE , I II I E 1 , Ct 25.00 73'58'29" 18.8 ' 32.28 30.08 A I 1 I I , , \ 1 3, \ I I I P I I I IG � ,. 1 ' 580.00 1 E I 1 1 h 1 C2 65.00 73'S8'29" 48.96 83.92 7$.21 \ 1 6V \ I I + 1 I I I \ I � �� Q/ � / N I 7-1J/ � / . , r . . ` 384.78 I , ' 1 11 l�P��"9"S l'I4 , \ ®" � �, h� o' � I I C3 65.00 44'04 42 26.31 50.01 4$.78 _ n Z / 10 DRAINA v�, M -+ C I GE EASEMENT _ , I 2.22 A .. 9 � SI'F 24 , , ! _ 10 DRAINAGE EASEMENT / o� ��, 1 I C4 25.00 44'04 42 10.12 19.23' 18.76' I O � \\ � !r � R 50.00 /� 118 i 147 h 1 �} $ i 149 i 150 ,' i I C5 65.00' 46'48'38" 28.14' 53.10' 51.64' ~ `` ' ' `• 0�` 1, , r /� Ip 151 i 1 C6 25.00' 46'48'38" 10.82' 20.42' t 9.86' 1 Q �,"�� / +` 61 G R 45.00' TAN 20.25' > \ 7 / .��� Q = 83'20'39" L = 38.48' .00, TRACT F ' E O lip i I 1 C7 65.00' 89'09'26a 64.05' 101.15� 91.25� C = 37,53' _- O 10 DRAINAGE EASEMENT / � I I I C8 25.00' 89'09'26 24.63' 38.90 35.09 TAN = 39.94' ti I 126.49' EC46i ` 1� 25 \ I I��, I 1 pRgINq�E C21 88 793,539 SF - 18.22 AC -_--__ __- _ - \ I C9 150.00' 15-58'20" 21.04' 41.82' 41.68' 1 W 62 L= 65.33' SEMENT °Eq , STORMWATER MANAGEMENT TRACT V `� n 5� ` ---'-- ' - 1 C10 190.00' 07'58'53" 13.26' 26.47' 26.45' a -- 100 "" R = 45.00� 1 DRAT AGE 115.00 k \�74' 117 V1=e 242.44' 1 t o 1 ", p , g �± ,.b 40 -� - - - ' I C11 190.00' 07'59'27 13.27' M.50 26.48' ro ,. I� 63 0 = 52 47 25' EASEM T I-------1�1----- ®% 151.01' h + t N I C12 j90.00' 16*01*06" 26.73' 53.12' 52.95' 1 W �+ I Icn _ 376.32 s I R 435.00' --------- .------------- -- Cp` 152 + N C13 150.00' 16'01'06" 21.11' 41.94' 41.80' 00 26 I TAN - 22.33 1 V 3T02'58' , / I Z`44 n , , I 1 > I I �+ (1= (,� �� a , 1 , 1 C14 190.00 15'00'00" 25.01' 49.74 49.60 1 0 C-4 t L= 41.46' 1 1 , f l 1 I \ ' , I G , 1 » , 12 II E I \ I 89 TAN 145.76 ( E ' 1 C15 0 0 ' 5'00'00 NE n+'`--------1_92 __1 C = 9T' , ��®�� I E 1 l8 0 87 �PI C) , , , , 15 . 0 1 19.75 39.27 39.16' Q _____-- , 40.01 ��8 I I �y 1 85 •�\ o`'0 1 L = 281.29` 116 , I r I C16 150.OQ' 15'02'46" 19.81' 39.39' 39.28' lz ----- �I M ti------------- 227.9T `\ l p U�U I (71-7 ,) 1 I i~ i 4 0 1 v ` \ + 1 I I EA M, N" \ ' `''f 1 11 „ 98.14---------------------I '------- ro C= 276.41'� i p 1 'N i 1 '\ �I o, 10' DRAI AGE , ` ' 1 5� 1®® $ +- - 1.24 AC E ' '� (,/ ,�, , 1 •� 1 E-' I 1 \�• i C17 190.00' - 15'02'46" 25.09' 49.89' 49.75' 1 I 27 I I SEE i Eif a I \ E '1 I I E I 5 .� ��' �' ' r.' 1 `°---------1 - Ic l Ecn I ' 1 C18 25.00' 90'00'00" 25.00' 39.27' 35.36' E 64 1 + \` , �, 73 1 74 1 1 I I 1 79 S N I p , I� 157 Io 156 155 154 153 `,' 1 ' » I i i uYITs ���-70ii 7� 1 ' 75 1 76 1 77 1 78 1 I �y`� ' I Ic" I%' N EU E I I 1 C19 25.00' 90'0000 25.00' 39.27 35.36' 1 I E I , P' I ^ O E E to I I , , "" 00 , to I w I? 90 I I �' , , , , rn C20 25.00' 73'23'54" 18.63 32.03' 29.88' /� \ \ \ Q I 1 I I I 80 , >l 1 1 86 O # 1 1 5 •PI t 1 y ; 1 ` ' C21 45.00' 253'23'54" 60.37' 199.02' 72.16' ----� E cc a ` 81 yy ' ' -+ i� -_-_-®_L_-- N I 1 I , \ I 1 o C22 400.00 49 04 42 182.62 342.63 332.25 W ---------------1 I V - �� ---- I 'i.Y717 �� 1.1� AV \ \ 1 \ , , + E I , / 'f//� 1 I I N I ,O + 1 \ \ \ 6.55 1 5 t'vRAINAGE �ND UTILIT�' EASM'T , I E ���N)! 1 i i 4 1 66 1 Iri 7 I 68 1 69 I 70 71 1 2-'---- i__ ' ' 2s3 ` I , Q I r-------------- - I \ S]-----L---------=25--'I------ 1 C14 82 1 I I .. _� 391.00 ., . 28 I I 65 1 1 1 ! , , - -- 83 I 84 1 ,_ D - I - I 58 I \ \ + , , , E C23 280.00' 85'10'31" 257.36' 416.25' 376.96' Im 1 9, ' C41 , 1 I » , I I I �TYPICAL� ' ` 124 �?- C6 _+? 293 ?5�' , / C65 ''��.14`3 >6, ; 1 i Sj i 1 91 ' 1 I ��®��1 '�°' I C24 320.00 48'3912 144.66' 271.73 263.64' �P , ' ' \ ` �? -7- --- I I , D 1 ' i C25 320.00: 41'48'35" 122.23' 233.51' 228.36' 10 t `�-- 1 '-------! j i 354.25 i I t �'- �A �; . /� , .>ti \ �L,,, , I E I I E ^ i \ UNTrS- ' C26 280.00' 44'04'42" 12.93' 25.84' 25.83' IN tr - ------------------------------�s-' �31 ------ \ �43�------- - 2Qr�'a'--------- - -1�/ ------ ----- 11 - 10 5 .�s� r� 2,®5 .4C I 1 3 T s - fig' - _ _ 2 C27 130.00' 89'34 59 129.06' 203.26 183.18' In 29 ` 354. 5' C63 13-9 _ 293.25' C15 I _- wi �cv ' E I 1 , I,, C, - - -- 2 - /5"/ IN GE AND. ` - _ E , �� I -• E C28 170.00' 78'31'32" 138.96' 232.99 215.18' - 4 I - /' _ C66 I , ' 0 158 N159 I 160 I 161 , 9 _ 5 60' 9 o \ 2 _- •� j � 2 5 _ � � , , I C29 25.00' 7T55'37 20.22 34.00 31.44' �18 UTILITY EA$M T'` / / 43 7 ,- - - 1 \ N E I " , 1 0.15 AC TO 6 - E• I 1 i / r - _ 1 `�- _______ _-_ ______ --r - _, CT I 1 � \ o 62 C30 25.OQ' 73'23'47 18.63 32.03' 29.88' ,1'5' UPLAND/ I �354.25',� ,�, C �' r BE FILLED _______ 1-----------�-- ry �` 10 I , I 58 % -� f '� TRACT E -- 47.05�--------- q63� C�\ i----µ------ -- - ! c I - I " 1 1 1 » . , 13 1 C31 45.OQ' 253'59'42 59.72 199.49' 71.88' r N \ v 1110 70 C3� \ C32 25.00' 91'00'56 25.45 39.71 35.67' 1 i 781 i 10' DRAINAGE EASEMENT '' a`� `�--------'---- - _ ____� o� GVETLAND BUFFE#� , ����� ' ' i i i J % ' C33 140.OQ' 18'03'S4" 22.26' 44.14' 43.96' I TYPICAL ( �.�- -- "-- --��-- '� C34 100.00' 18'03'54" 15.90' 31.53' 31.40' 1 30 UI'I'dIT, (29 -71 I I 0 I = I t r N89°32'02" A' B72.� I 1 1 1 `<po w` / �5 _----- ' o " , 1 I 1 0 t rn t I 184• 1 1 0 112 Co. T 197.59' r 1 M 55,5 s - 1. ACE 1 35Eri ' 37 0 ' I 1 185 , I I I 93 o R - 1 I M 1 C35 25.00' 107'02 58 33.82' 46.71' 40.21 WETLAND B' I' ' `� ' '------------- NOTE• THIS LINE I S A ---LE ASE - 83.,0 - �� ; I. N �,. C36 25.00' 49.59'41" 11.66' 21.81' 21.13' r 163 32 1 33 1 34 35 ; I I 1- 1 o r ---- - a ----I N 1 m w ------ -- c, r +._-. .n SURVEY 1 ��-''_-r \ E Z' C37 45.00' 279'59'23" 37.77' 219.90' 57.86' . I 130.28' I I SURVEYED WETLAND 1 r� o I� +o LINE NOT A PLATTED LOT I;E ,�� 3s�, .- + M 1 f ", �-, I I ' `� 1 I I I Q LINE 9/25/ 01 WETLAND TO BE 1 N 1 `I 1� - t P,1 G , I 1 M C38 25.00' 49'59'41�, 11.66' 21.81' 21.13' 71.69' 183 I Es 1 94 LINE. ITS LOCATION MAY `�-,oEPSE�`� , E , --- \ ,/' t 1 b C39 25.00' 72:57;02" ,8.4$; 3,.$3; 29.72� 1 // /, r ' 1 436.E I , I 1 I I 1 14,965 SF (0.34 A�) CONSERVED ; C 1 rn lUl , , 1 v I I I I + , + U, C40 320.00' 37 02 58" 107.22' 206.92' 203.34' I 1" (0.15 AC TO BE FILLED) La � I +__________ ___ VARY (TYPICAL) 111 ��5,-''n� n �W I i / �•� I C41 280.00 01 4323 4.21 8.42 .42 WETLAND A t Icc ------ -�-i I i ` % ,, wE °' Ew E I 164 I I $ , SURVEYEp WETLAND _ ___! I w cO 1 1 r,1 ' 1� \ / 1 C43 225.OQ' 8408'59 52.34' 103.49 102.90 1 o Ir• 1 1 95 I 167 N 166 1 165 I. q » 22.5T 36.72' 33.51' , LINE 9/25/Ol v --- ' 0 1'f0 I -. I 1 , 4, I cn 1 . ' I , O o I i , f�-i •� .� 97,774 SF (2.24 AC) I ^' d' 0 DRAINAGE EASEMENT- -110 10 182 I .e 1 1 1 AIN EMENT IUt ' C44 25.00 49'59'41 11.66 21.81 21.13' E00 , E Z , C45 45.00' 27959'23 37.77� 219.90, 57.86' / ---- !/ ------ CID __ I 101 ' ' 324.29' 1 C46 25.00' 49'59'41" 11.66 21.81 21.13' Z 1 /�/ / , / ,c\ ` �p ---- I T y , ± w------- , E I E 1 1 C47 25.00' 110'00'04" 35.70' 48.00' 40.96' / % % f f, / ! R = 80.00' I 1 , p t % p , I . 1I C48 25.00' 72'S6 08 18.48' 31.82 29.72 i 1 = I f � % � E �2'31 59" E, t ;i % / ETLAN/q- TO 8E�/`r / j 0O \�� _-- TRACT D 181 i ® G T©= 157.95' 109 1 Ito Ico 1 � �rrs ( iss-17s) i 1 C49 25.OQ' 49'59'41� 11.66' 21.81 21.13' C,ONStR'V {5 / ,/ �' '% __-- t - __-- ' I 96 I Ito I E I 1 C50 45.00' 279'59'23 37.77' 219.90' 57.86' F . I 16,955 SF t I iv , �,I� I - ---- - -- E L = 259.29' I ,A. 1�, 7� 20r S#= 1.a® A+E C 1 C51 25.00* 49'59'41� 11.66' 21.81' 21.13 �'---- i 0.39 AC I , + --� C 237.44' R - 180.00' ' '� ' ' 0 1, = » --------------I 1 - IN I \ I I I C52 25.00 101'34 33 30.64 44.32 38.74' �`-_ J R.V. AND BOAT 1 ,` I� 1 �`� = 07 55 48 R = 50.00 �„ i i 168 ;� 169 1 170 i 171 i 172 I I C53 905.00' 20'00;04" 159.58' 315.92' 314.32' �i STORAGE TRACT 180 `' TAN T 12.48 R 89'34'S9 001 j 1 Ip I 1 1 C54 945.00' 05'49 40 48.10' 96.12 96.08' �� 34.23' 30.00 `� ��0 97 in rnl I t� I I 1 1 , 1 f ! ` �, 1 `a L ". 24.91' TAN = 49.64 to II 10$ wl �'� 1 E 1 E I C55 945.OQ 05'28'25" 45.1T 90.28' 90.24 / TRACT C l 1 w --'' n� ,t,� y y C 24.89' L = 78,1V - 1,_-___77'-1 \a I 230.591 C56 25.00' 89'43'32" 24.88' 39.15' 35.27' ti o 268,934 SF I ,,-'' � � � .' < . C = 70.45 �------------- --- ------------��, i I / N , ,-------------=1 ro C57 25.OQ' 90'00'00" 25.00' 39.2T 35.36' 1 y� 6.17 AC fi . t / f x t I o N , , ----------- t 239.72' , I wl , 1 l i t . 10' ORAIl&�GE I R/ A� , I o1 C58 25.04' 90'OObO 25.00' 39.27 35.36 1 , OPEN SPACE RECREATIO. % ?`�! / 1 f / f I I 179 , EA M 1 a , (� �' 0 C59 ° ' / f b j % / % ` c I 98 7.67' \ 1 47' A5 0 40.00' 73'58'29 30.13' 51.64 48.13' // / )O,! / o PARK PROPERTY �� fj 107 I _ C60 45.00' 44'04'42" 18.22' 34.62' 33.77' TRACTto , , Oti I �Q.+���1 1 `. cti' 169.20'1 1 �C`�p\ •• 1 C61 45.00' 46'48'38" 19.48' 36.76 35.75' �� NOT INCLUDED ', �� , , + Q , , , , C62 45.00' 89'09'26" 44.34' 70.02' 63.1T / z - Z ,�. 100 ; ; Zw ; o 2�3's1� - .89 A� - I I 1 » \ \ 1 , , 1 1 E C63 170.OQ' 15S8'20" 23.85 47.39 47.24' / 178 _ C64 ��9• ou> r --' 70.00' 6'01' 6 oe. , , O '\ I 1 0 23.92' 47.53 47.3T 1 ! !'j �1 oW 101 I ui 102 I :103 1 104 1 105 1 106 `\Gt;" / 1� r I I I C65 ' I I . 1N 1 I 173 I 1 170.OQQ� 15'00'00" 22.45' 44.51 44.51' � ,- 176 ,p 175 , 174 , � I 1 C66 70.0 15'02'46" 22.45' 44.64' 44.51' - zl `\ --, ,� I 5' QRAINAGE 1ANp UTILITY' EASM T , 60 r Io I 1 \ I , 1-f4 �\ \ , , , 58 , , ,, G � 1 ; , , C67 300.0090'2T47" 302.43' 473.66' 425.98 + + C26 , 'I , , / , I I ' C68 50.00' 89.34'59� 148.91' 234.53� 211.36� 177 ----- -E- ----- _TYPICAL , 307.54------� ----- : ' ' 388.36'' \. I C69 1200.0Q' 18 03 54" 19.08' 37.83, 37.68 ---r��--�-- ~ ------ - 00.00 30*4415 82.46' 160.94 159.02' S89°38'58"11 648.74' �., '� t^2S 307.54' - .''Gtl� ; C71 300.00' 06'1843" 16.54' 33.05' 33.03' 09" 49' 25.0 59 0.2 80. 80.47 C72 9 0' 04' 4 7 ' `----------------------- -- 54•----------------------' '� rT 1 C73 925.04' 15'00'55" 121.90' 242.41' 241.72' r t o „ I I I 20.00' X 70.00' RECREA110N�--------J o o C74 350.00' 16'00'Op" 49.19; 97.74' 97.42, PARKING AND ACCESS EA 5' DRAINAGE AND UTILITY EASM'T� o I C75 325.00' 16'00'00" 45.68' 90.76' 90.46' SEMENT I .00' I i 1 N N 1 C76 300 16'00'0042.16 83.78 83.50 O , 7 1 i O � 1 C7 352.72 5'1T12" 47.33 94.11 93.83' z 1 z' , C78 377.72 8'S1'13" 62.71 1 4.29 123.73' ET1 1 2 PARCEL "E" C79 .0 '4 0 25 0 85 2'48" 23.20' 37.40 3 . 1' D 4 ' I I TRACT E i- 376,058 SF - 8.63 AC X I , NOT INCLUDED WETLAND /UPLAND/SCRUB JAY 1' CONTAINING 2.93t/- ACRES -- HABITAT CONSERVATION TRACT I I � I =_ N8 •35'd4"1P 1,327.27' _- I I 0 50 100 200 400 II 1 /4 SECTION LINE i I IN FEETNorIth­ 1 CENTER OF;SECTION 29 inch = 100 ft. GRAPHIC SCALE I I I . U� Z J w n v Z C'4 �+ M - � Q N ^ j � Ln�1 O Z � J W 4-1 LL_- � 0 Z QW F- Z co g m� �( !�V � 0 0 Z � P. w LL ej Z H u Z =5 W u p I:d j 09 Y ti ti j r _j � r= V rn Y ♦ V �- z Q- Q�F•- z � O W _j wz0 Q:� J W n Ej> Ld QU J n i Q OS" W. SCHULKE / FL REG. NO. 47048 Q JODAH B. BITTLE FL REG. NO. 57396 QWWAM P. STODDARD FL _ 60 SHEET- _ t 3 :ill'_ � PROJECT NO. 00--025 DUNCAN STREET 1042 :;,t :.t,:��':'•,'.�:.,' i` : ,°, E�r. ~f"� ' �'' ����� II;(I IIII1i( - _- __ __ 7'_ 1 ._ _ iI!IjI {II ,Fi rIII --- _ _".._ _ -__ ._ __3►, _3..8_3__ �`��,,�- \ . . r iiI JIiII IiII� tiIIl1I!IfII1!1fIs1''1Ii11I 1201- 1041 7 - _ 2057 I 2055�RAN'A I 1'4!�11_ - .9-9 Ir 1Ii��0�N 2_ 17 1=11 2055 056 56I � �N67°2755.1197"W 1045 1197 �04 IA LOT GRADING TYPE B (LOTS 29-37, 3 -130, 173-185 ( 453 3 5S S i205� 1 200:14- (DRAINAGE TO BOTH STREET AND REA LOT LINE) I I I I ! j / .A GE\ _-E -�,Iii1#LI5(}Iro \ d� �\ z � £l� 3 / 31 / /a = 1-8 °5\ 1'1/ f / NJ\8/I9/ °124It!1.1'lIIIIIIl 0{l . (I 5IiII{lI ."I{ II lIIII i I I IIIII \/s 1/ 1 � 2 ' IIl 1182{3 I iI 82 6A57D �S5DF2 LF • 2- 0-- 2572S00°27'56;E 23gE26.88%61.75 4051 N882070.---0- -� -_ 08 20 -1 1�- 3 \ ' d 1- . \ I I- �I I - I " a22.R402.72' 3 334/ ' n 9 aaaaa i TTAN 66.86'`? 68 ( 131130c1191L _ 132.52' \ / C = 131.92' nuBAN STREET I N89°24'05"E 0 Q / R 512.72' CnaN 1 R 448.00' 1�� TAN 85.13' L = 16.'16°00 00. J 11f �C _167.960 ! 3 I 1 2 133 TAN 62.96' � 25 LF LOT GRADING TYPE A (LOTS 1-28, -172) � 8" ADS04,-WL 125.1(ALL DRAINAGE TO STREET) ' C 124.70I S32234028. ' 32: 452 INV=13.0' I % D_ 8L18"TYPICAL LOT GRADING DETAIL 6"' 11 N.T.S. 01 w, zs. 510' DRAINAGE EASEMENT 7 Qi G 18" AD s e8L K 137 0.6I UTS 31 ) �t 7 S11ACEMERGENCY ACCESS 4" FORCE MAIN 31EASEMENT .�� 1_� 3 aS ALHAMBRA "TToE WETLAND 'C' 25.0' 30.0' 2 <'- k ' (N III,li 33.1 �*G - 4 5 xSURVEYED WETLAND 3.a LINE 9/25/Ot �. 6411,781 SF (0.27 AC) LOC_ _ �a u7 0 BUFFER ACT A _ mom 0.27 AC TO BE FILLEI 1�6) ,.5 AClit TRACT B 4,069 SF . S89°29',A 2t" INV' 0.09 AC L K, ammma 71411 1-1®�3 T0 BE USEDAS 2 25.2 1 UN� ONST S1? 3 S= I.Al AC 15 12 11 10 9 s.o 10 DRAINAGE EASEMENT 48� a� (11 66SB= I- 153ACTLEOMPCACCE 6127 / 2 ? 4 /142 17 LF 25`1 i 119:L// r/ /s. 7 LF 18" ADS 1%1S892900..E - - - 1s" aDs 20 26. 10 DRAINAGE EASEMENT 6 L 12 0.1 INV=13.0' tJQ?1 7 1 5 4-z5z � 18" ADS 1,L, 0 /146 145I �' 2,.6/ 0 SL�CKE144 f I (� 2I22 5u 5781 1 v:6 55 J4 • 53 1® �7 5d1 I 4.5 ( 4/ UN§TS (38446) I TRACT F 120 67. 5,.0 r 2,2x ;�9 1.z 65� 56 - 1.7 A 793,539 SF - 18.22 AC / 5.0' 27.0'0 52 51 5C4C4- 41 4} WMANAGEMENT TRACT 25.0'�NORMAL WAERELEVAT ON 17.00'17.8 o 17.7 'i( Z=j .t0 06 -457JZ 11 iVBPS 77 14 ,7. s INV13.0' o -- - 147 i.g 1119 150 00 Q6,918 Si 2.22 A I�AGE �EAASEMERT- - 5so�.1z '�I1j''I�(_0I�- ' /_j'�• �r -z_' '///>�'{ ,�" / II 1/0f5% ' j/\UjP' LA(II f N / \,f 7/ ,z-\/_ - % / \/f -.'�/%f /5-r5�//f/-'! ff %/ / IIO - / - , -61 ---- ------------------Q N-7.9 ,.z/\ �EXISTNG LAKE EDGE - ` _- - - /- - 2 n.s IN =13.0 _i aI III 4II II III 10' DRA.GIN"AG+i-ce E-�- EASEMENT ASEMENT 1I I 11{1111 \ \\\ \\ \- \ \ ,\\ C1 1I8 i 1", 1 iA saP O s \ I 1t \D �-I((\/►�°I ' . I I 0 n,-- - IIf - 1I( i-I --- � ,o o�\® . \ \5-C/ '- tW23 LF / zo.1 ti z1' a 77\ 2 \ / o� I III calm Ljj iMwvb'I¢ 18ADS �:� X,241 \ �19.3 INV=13.0' oAD INV-13.0 .5 7.a 0- �x -zz 11% 17 LF�/- ADSZATE LLJ 26 aADSE ----- , 9.152 W 2a LF �a. - 22.5 I w 116 8ADS Z 10I U( o�7I 0.3 r-1.2A�5� 1�c1f\ -n�?7 I ®CK ���II I I 17.< 77 7a �I�" 24.2 3 1 5\ A 1 6 155 ;179154 1532 u�x`"6 I 17F C86) �oW 0 ' I S' II z6 2EASMT 18ADSO 2C 5' DRAINAGE AN� UTY 1 A 6 6�69 71 58S Sf 83 Nco- 24.36v 58 -- I C). 24.3C> 91 40 LF N / ® UNS(15 167) E EDGE \��42� EXISTING LAK URAlNAGE r% LF 6TBE FILLED 920.15 AC 6S,2J®� - 5 AC 1J� rs1 (351 18 ADS INV=13.0' 0.6 181 LF 22 F 12 27 LF18WETLAND BUFFER SL Dr 22 Lx DSI9 UNn-s 2937) 58' o EASEMENT \ N89zo2"w 672.47 '5 4.86 1 �4 0 ��=-.A_ 718i ,.93 112 INV_13-2 22.8 WETLAND 'B' .0� IL SURVEYED WETLAND 163 ^ LINE 9/25/01 FY 8914,965 SF (0.34 AC) 94.2(0.15 AC TO BE FILLED) 1 I WETLAND 'A' IDRAINAGE EASEMENT SURVEYED WETLAND 164 LINE 9 25 01 - -D 1195 67 0 166 z,.7� 'i 5x% 97,774 SF(24 z4z NO IMPACT PROPOSED 0zo 58' 25.0' 25. E- TRACT D 1j ' 1 �S (1 0.39 AC 10' DRAINAGE 111I FQ 2 '17) .s %�RR.V.AND BOAT EASEMENT !A,)g ci73,2S= J \ 168 0via-16 17STORAGE TRACT 0 171i60 �� INV=13.0' ao 5IV=1305 LF ,s.3 26.0 5 A/4 = 50 TRACT C 1.5 v 3 4268,934 SF /11 7PARK PROPERTY 0 6.17 AC S-®CN T INCLUDEDOPEN SPACE/RECREATION TRACT a5.0. 411 �--1 173 ^^rr �0, 102 0-106 17.7 , p1 6 1 r oi"r.i7;8 z ND UTILIT� EASM.T 5AWAGE1t_ 26 3 26.0' mamma mamma S89°36'56"R 648.74' 21.0 2.5i .716 LF 1 " ADS 5DRAINAGE AND20.00 X 70.0E UTILITY EASM'TPARKING EASEMENT GAZEBO PARCEL „E„ RECREATION PARKING d ACCESS EASEMENT x.5 NOT INCLUDED TRACT E 376,058 SF 8.63 AC 25.6CONTAINING 2.93+/- ACRES I 265..7 , I I .WETLAN Ij D /UP LAND/SCRUB JAY HABITAT CONSERVATION TRACT - s SUBJECT TOPEDESTRIAN INGRESS/EGRESS 4aaaa (NATIVE;TRAILS MULCH PATH)7.. 5.3 261 26.2 I i t y z�x � Cl \ \ O N N M \ '\ DRAINAGE STRUCTURES D-1 D-12 D-23 > > MODIFIED MIAMI INLET MODIFIED MIAMI INLET MODIFIED MIAMI INLET o 0 TOP - 21.0' TOP = 21.0' TOP a 22.0' a g a INV= 17.0' INV= 17.0' INV- 18.0' a D-2 D-13 D-24 p w of of 0: MODIFIED MIAMI INLET MODIFIED MIAMI INLET MODIFIED MIAMI INLET D 3 3 TOP-21.0' TOP-21.0' TOP =22.0' 0O w z w Z m INV= 17.0' INV= 17.0' INV= 18.0'Cr z D-3 D-14 ' D-25 C.)a Lu a. MODIFIED MODIFIED MIAMI INLET MODIFIED MIAMI INLET MODIFIED MIAMI INLET w o In 0 TOP - 21.0' TOP = 21.0' TOP - 22.0' N N US V INV= 17.0' INV= 17.0' INV- 18.0' LU W D-4 D-15 D-26 Lw � Y MODIFIED MIAMI INLET MODIFIED MIAMI INLET MODIFIED MIAMI INLET TOP - 21.0' TOP = 21.0' TOP = 22.0' k N M d INV- 17.0' INV 17.0' INV- 18.0' D-5 D-16 D-27 0 MODIFIED MIAMI INLET MODIFIED MIAMI INLET MODIFIED MIAMI INLET TOP =21.0' TOP =21.0' TOP-22.0' N INV= 17.0' INV= 17.0' INV- 18.0' I (6 m m o D-6 D-17 D-28 N 3 m m MODIFIED MIAMI INLET MODIFIED MIAMI INLET MODIFIED MIAMI INLET 0 -' 00 TOP = 21.0' TOP = 21.0' TOP = 22.0' 0 O O INV= 17.0' INV= 17.0' INV= 18.0' Z Z D-7 D-18 D-29 MODIFIED MIAMI INLET 7C O p Q p W Q p MODIFIED MIAMI INLET MODIFIED MIAMI INLET CZi � TOP = 21.0' TOP - 21.0' TOP = 22.0' w INV= 17.0' INV= 17.0' INV- 18.0' ZomorN ~aW D-8 D-19 D-30 =Cl V-wpw}NN� .-Wwacam3�c� MODIFIED MIAMI INLET MODIFIED MIAMI INLET MODIFIED MIAMI INLET 3 a = v W TOP = 21.0' TOP = 24.0' TOP 22.0' ~a�ZwO'�a 2~3 INV= 17.0' INV= 20.0' INV- 18.0' zo���oo���mFF oz wo5 0-9 D-20 D-31 aFx��WwZ3�� MODIFIED MIAMI INLET MODIFIED MIAMI INLET MODIFIED MIAMI INLET wowUwwak�w�a 33 wN7N3w�ac�.t TOP 21.0' TOP = 24.0 TOP 22.0' rs-a INV- 17.0' INV- 20.0' INV- 18.0' D-10 MODIFIED MIAMI INLET D-21 MODIFIED MIAMI INLET D-32 MODIFIED MIAMI INLET TOP - 21.0' TOP - 21.0' TOP a 22.0' INV- 18.0' U Z INV= 17.0' INV= 17.0' D-11 D-22 D-33 MODIFIED MIAMI INLET MODIFIED MIAMI INLET MODIFIED MIAMI INLET O TOP = 21.0' TOP = 22.0' V- 18.0' ..j C INV= 17.0' INV= 18.0' - J INV Z W N - co Lac • _ W OJ - f Z - ♦ ^ mW CL C 06 Z ULT_ GRAPHIC SCALE J w CD ~ L Z 50 100 200 aoo L W N ( IN FEET) W Oco 1 inch = 100 ft. W J (� � 7 J � V 5 rn v/ V W Z z � C) J W0� ry Z_ r2 r2 Li U 1, I I Q i I. I U0,40SEPH W. SCHULKE FL REG. N0. 47048 OJODAH B. BITU, P AEG. NO, 57396 ❑WWAM P TODQARD RE 0. 6 DATE: SHEE 4A OF 6 PROJECT NO. 00-025 DUNCAN STREET s,INv=1s.2s sa - i- - -II ~wA*r - 1..� _�` 1c41 ►(i a ' 1041 f 12_01 c s { w --`\ I I j► { I ! II!I!i{07 ! 1 1 \ I _ F.-RtN- W-A - _ 205t`s 1 i I = .-~ SAN f Ilf, 1043 �iljl{I ! ( ! i 1111i I-- _ - �i} I { i 1" -- - _ -� _' I ► � `' I 5.� - I{ I 2056. � 2055 I � � 71 I -_ �_ 1 55 I r I 235A7"� 1�4flll�l{ EXISTING PLUG 7q5N759"W550' { WATER MAIN zo53 Os 3ENDOISNX ?0� 453 c in IjfI {!II . . IIqI j(, I tf 1 t► iI I 7 � !; �-- ._... _ .�I / � jy 31 III i ` Sye 1' "�/ / _ _.._ JI� II.._ _ 2 .!IC1195205 26.881 SING _ .- ._.II 3 I NE23sg49N9°24'05 SomS•E 3 ,)51 EXISTING r20 SEWER M.H. EXII I 2z z2.41 RIM ELR33 34c8174> RIM.EL.=2R402.72 " i w 1193 i la I N. INV.=29.38 °51 ,13 I OTT. a12.9 BOTT.ffi 29.50 ' ss.8s ) I j j .to + 202 '•; TAN I 11 iC h� �w -' s / t I ` " o° -`' /// L _ 132.¢2' END OFTEXIST��G ^ V I l 'I I 1 o �,1191 3.a j5-2s, 6" EXISTING PLUG I !t f _ C .7 \ /3� tx C 131.92' WATER MAIN Q t1,{ .t `- I END OF EXISTING - >D>[�RAN ST ' ' T I (� � - rw / �• 1111 4. � I �N 89°24'05" t WATER MAIN !'I 1 61 `�,, mP r / 1ro _ IIII i 9 I S 6� ( I �� �� ®\ r ' / / R 51z.72' {III 17.1 a. /ry�1 /a = 18.5i33•, a I I R = 448.00' i''I �• 3r / 18�V/ TAN 85. IIII f i = 16°00'00" s !i t�� / v'' / y ���i �'L _ 188.72� -1g ( i I 11,32 1 '1., i.J I `� I TAN = 62.98' I Arr 1 t 62 \ {�/� \ C - 167.96 1 ]8 I I I Q L = 125.11' rk +" !. �~_ @1 / TJ 1 z7 // / S32'32 04,W I 25. ' 28. ' 32.-O ( I I C = 124.70' ( ; ' f (� 1._ / / I- - 6 PVC WATE MAIN -� I I II 452 � IIII 1-7 � -I / - I N 6.3 -10. EXI Y .� N �71U / /// i -----. -- ------ FIRE 10' DRAINAGE EASEMENT 17 I + + 126 8L K 35 Z 7 S - 1. AC EMERGENCY ti `t fy' \ 3 1 g� // i I II 1 ?5 I i 1 ; �i5 I l i. 31 ACCESS 4" FORCE MAIN EASEMENT--- .-- -__ __. _.._ ..- __ ._ _. - __ __ __ .:_ __ _._ __ ..._ _.._ .._. u _ _ _._. _-_- a I 25.0 7.0 3 / / I o.o' 2 ALHAMBRA At,��E � I � �w� � ; �' / � JJ � I II Ro OP sE6` ._.- _._........___ . �5� S�SA��SAN�5� SA I i �' \ / / 1 / I II FI E HYDRA p�. •I:' 11.E �.i'�LI ® : - ... .sA�ZL _., �~ ~ 1 1 // / J WETLAND 'C' I II l !� 1 I NETS (1 -146) 20 BUFFER - NATIVE PRESERVATION TRACT A - 19,809 SF - 0.45 AC zss • 195 / a \ // SURVEYED WETLAND, 76, 1 SF .74 AC / J LINE 9/25/01 /I LIFT STATION S89°29'2 "E I I X�6 3 ' 137.77 \ / l l \ l%J 11,781 SF (0.27 AC) /r h I+ , -� i 41 � ter. Rk S00° 0'33"E o I 0 09gACFJ I I B��� �' I �I z5., / ? `�� // 0.27 AC TO BE FILLED' �2 1 (.+mT �1-1® LO 3 TO BE USED AS ao \ // / / 10' DRAINAGE EASEMENT / / ; 3 25.0' 1� 6" G.V. c - 9 UN6TS i11 19) O I I I I ��, S� 1.531AC TEIvP. CONST . ACCESS J' I _ i zz.3 & PLUG z .19 18 612787-1.11AC 15� 1 11 1J �? � 251 _ I 13 f~- 142 PROPOED I 2s.9.; i I I I r' .1. I 1 3� 193 N s •1 ' 1 14 I I PROPOSE ry FIR s.3DRIINA Al IM R HYDRANT N S8147,00"E i ----------- - - -- - s.5 fLPV WATER AIN-_ --- 3.s / �� � / fl� hip WAT - - - - -10' DRAINAGE EASEMENT l 1 x. CAMSAN 9AN- - - - - - - - - 4.2 // 0.1 / 1 4� 3 I Y'.. ARM II I K _25.2 � / 145 , .11 \+' \ � / �A 1.6 Lt�Cf +�BLQCK f 1® x.34`5r (47-5 ) i 26.9 �2_2_ 5s.� !P V� M�G I 65,158 25.0' 27.0�� ;9 -�• A � h®4I 21.9 -4 4341 40 TRACT F5�4a 7 25.0z.1;a.3 q23.0 793539 SF - 1822 AC b5�22.9 L/ t7.8 2 17.7 .7 2,.o s STORMWATER MANAGEMENT TRAC00 7zts zza x os 22.5" 25 2 NORMAL WATER ELEVATION 17.00' z 2. - - - - - - - _6 ., ! 196,916 SF 2.22 A(/ TRA-INA-hE=EA�E�ENT 1c/ 148 1 I51-------------10_DAGAFJFWLMENZ Q 71 7 / ----------- - - - - - - - - - ---=-1--- 4 > / �p \ /// /j 18.2 EXISTING LAKE EDGE 'e t , s - 17.s x`- - / 10' DRAINAGE: EASEMENT \ I I / 151 (� 22.a \\ 2.7 . , n.7 2/ // z.7 Q EASEMIENT E 20.1 zt. / , 437 / 6 P� IER� zss - �� s.t / / a.t _�----- _ ----- -- / / \ (r 1 1-7 �e / MAIN 6 G.V. / � _22.2 -' --�� 24.1 ( II s.3 W__ ,7.6 I'5�1 rn V Q b & PLUG ri I f7 �/ 10' D qINA E W J _ ( pR}(� #^ ---- ----- ------ - II IIII C I I ry N Lj r EASEMEN I �05� i -_� I al 5 K�0 . . I I � � N - - - - - 1 iL. > 6. { I I\ - - - - - - - - - - III -( 7 \ I �O II I I 112. W� ( 25.0' \ Q - - - _-_-_ _-________ - _ 22.5 /� ���_� \ 1 0.3 IIII I 1 II 111 I I - Z aI 1 EASEMIE I 5 ,f9®® S�t �� 9.2 ,AC I I I V J - - IIII III I I I I I \ 6.3 -1 =; ` c C r + 23.1 / 1 17.4 i 27 I c,� �l�®� _ \ 73 75 76 77 I I `' 6` �6� �?c��� I I Ors fl I I .-,o �'�j 1 Il 19.3 �� ! �7 pa 1 ?f; 7D 154 ` ^;5,3 \ 1. 1 24.2 \ \ \ ;�` I _ I I 20.3 I + 8 I I 8'��1 STj Bel 1 QC I IIII - � � -0.6 it � � �e 1 2 . I 27.0 _ I V Oo W z1.3 O I 6 S� 1.1C \ 5' DRAINAGE ANII UTILITY E'ASM'T / �� ��� I I I 1 `I 1'1' a LL_r_.� ,q I - O� I II 1tw �N 1 58 �� I I ,. 56 tfj 23. 58 69 6 7G \ ?1 \ - - ��CG� i I ' yy-t II 1 I �1 .to 2 1 I r u 58' \ - - - - - 83 1 I V N IIII I 1111 D'.. 25.0' m (� n �e `5- rr >' y, S--56 24.31 I !�. I I �� 1 1. �" . I �t \ • 24.3 2 N 2.3 - ------ -® UN(1.�s 167) i-_9 - -- :4V�----_`---------- 1 IIII EXISTING AKE EDGE 1 Its / \ a ,25® l�- 5AC 29 �' ' :' 5;DRA1NAG6'AN4 0.15 AC TO � - ca ? `�\ \ 158 �, , .� �� t F Cl 1 t~ 1 BE FILLED s I�x t 9y 6 s I / 16 PROPOSED / % , / - - - - - - - - - - I I 11 „ \ I ' FIRE HYDRANT �� ta.o / 6 G.V. / 10 36y r + ( (I {I x?lr.. a11 ' 26D.3RAINAGE WA' A & PLUG .00� ASEMENT s e2uN(29 %) 58'-� O N896T 22.0 O -66 46 S- j.AC ` I I 'i.,s3 56ri WETLAND 'B' FIRE HYDRAN,7.4 zz.e 13 25SLi34 3>I SURVEYED WETLAND ory \ M LINE 9/25/01 3 N C I I I i) 14,965 SF (0.34 AC) W (0.15 AC TO BE FILLED 2s.� N Z ' _ 10' DRAINAGE EASEMENT \\ / t• Cnl , IIII \\ / 1 . WETLAND A I „ SURVEYED WETLAND I { IIII I 167 0 166 ( 165 \ \ r- J { ' l 11 I I I `+ z4 z LINE 9/25/01 �' 7 ,%���t 97,774 SF (2.24 AC) } '- i 2s.s 1 - III{ 1:1:) I 1 25.0' 58'. z i ' yst j j,/: J NO IMPACT PROPOSED 1 _ :A a II Z '� % df ' /� i ''� C - `° @.� 0 Co _"r 11 I IIII - - - I 25.0 F' ( �' /i � i/ `/f % ✓ r' C _ I TRACT D D �%) I I G ` \ \ IL. IK �' 16,955 SF - (� 1 _: 7 \\ \ \ I I i I P�� a 8-17 ) I 0.39 AC x.a /� \\ \ \ 1 I II - I crt 76,2 S� 1.80 AC__ _ r L I R.V. AND BOAT 1 1 \\\ 16 O tJ 1 \ \ 10' DRAINAGE I I II 1 O I ro9 I I 1 , J STORAGE TRACT 1�} \ ' 7 \\ \ \ EASEMENT f i �� za.7 19-3 �\ \ \ _ a - _ - - _J - - - i _ 6" P C WATER IN - i+t -1 A' - 07,ac._ - - - - - - -� // } \ \ TRACT C ,r�` / f ,% zt.s f 1 ; \ \ �� - - - - 107 268,934 SF / / o PPROPERTY- - - - zo.7 6.17 AC ;,/ f / r '� NOT NCLUDEDzs.a \ \ SL�� '�' . z5.o' 6" G.V. I ' OPEN SPACE RECREATION / _ \ - TRACT � \ \\ ` �.. _ 1 I o 2�3 S�f1®1-81g11J FIRE HYDRA AA T / j \\& PLUG 11101�.7 1 � 102 1 -I ; cj5 106 i / / 176 I 1,75 101 , 4. i /3 - �" eV� TEa 1�► 26.0' z .3 0.6 VSAN GRA\ATY S-g j S89°36'56"W 648.74' +j 5.1 X45 i ; 2a. I 4.7 ' 44.5 2� _ - - - j za. ' .7 0.020.00X 70' PARKING EASEMENT UTILTY EASM'T GAZEBOL5' DRAINAGE AND - I 540 R W RECREATION PARKING & PARCEL „E,. ' ACCES$ EASEMENT2 I NOT INCLUDED TRACT E - 376,058 SF 1 8.63 AC 5.6 x`z4_2 i CONTAINING 2.93t/- ACRES WETLAND / UPLAND/SCRUB JAY '- HABITAT CONSERVATION TRACT Yk 26.4 ( . 1 SUBJECT TO PEDESTRIAN INGRESS/EGRESS (NATIVE TRAILS - MULCH PATH) N89"35'Q4„W 1,327.27' II 25. 26.1 1 i i� 26.2 I I {I II _ II I Nor�h GR APHIC SCALE ( IN FEET 1'inch = 100 ft. I U J 'I J 0 0 F_ r v / W W .j 1 F W W J D v,(fU^^ z ' l W i W M Z Q Ea:: N W LL _. z ¢w Q;>Q O rn �a > ~ l.. V- e^ Z F_- I. LJ4 V.0 LL f LL. ZF- W p0 I 09 o� T- r � c0 i `- LO j � W v Li I Q ! Q z CL • i I W R U 1-1- .. I Q I l I f JOSEPN W. SCHULKE FL REG. NO. 47048 I j] JOMI!: Ft 81T1LE ; FL: REG. NO. 57396 (,�tlYILL1AM,� .5 lR0 N 505' DATE: S Z SHEE 4`._ OF 6- _ l I PROJECT NO. 00-025 I I l i I i �C> !`j --- - �II I ► � � I I--- --1 o ERiN WAY SEWER M.H. i2IIi RIM.EL.=21.52 11 ( I "o:iv=;s2sZ71 57 s: : 56 5Q Q,•. I- - ;II - 1 \ 30 I I I 70 -1 54 1 1 58 I I 453 X,24,2 � • II J I I 1 69 I 53 \/ 31 LI 1 l 1 t 59 I I LL \ I w I I I_ � � � � I 52 \ LY = �`rr I .72 ; - , 572� � � Y -1 X.9t 4 I Jr�-------------- I l \ 60 \ / Q 1 - 51 33 DUBAN STREET /� l \ \ I 1 61 - - - % ti 50 / 67 I' / / \ \ 34 JOHNS ISLAND CLUB�9.9 Q . 62 49 �/ 35 \ k L, x 2 z1 N I I I I 8 36S00•303W I I I 66 \ �o I/ 11.96 o0452 oo JII� � / 6I 3 Y 25 37 7 � N I � X.238 5.2 46 / . � l 'yama17.6 'OvjJ/ry� 45 64 L J53:916' i SET CAP(4416) 65 / / 40 l J SET CAP 4416 / 44 / O r " _� ` ` ai 1 I� Mo ,� S039 40.6E J o I, 00 25.2 > S89'29'27"E 43 S 6'32'(S "WC-40 co ^•M I' �% 107.01 bLo z 149 �6 6rrE X 21.2 42 l/ 26.3 S7?• r 1.1 S89'1'0Q"E 3.5 5., i35 po�56h£ 1 ' 1 4 .00 SET CAP(4416) 26.5 . ! x 6.0 1 X.23.9 «S9i% X.2s.e zs z,1 21.1 > > X,24.6 X�26.9 2 ,.6 2 % /' s X.26`Q TOP OF BANK - -- �- -. - 2\f - 23.02_.X 2_ 0.3 ns \ X.Z2 a EDGE OF WATEFr. -'+-- =+- �° x.2t2 0.2 77 ns 7/ WATER WAY X, 7-4 - ♦♦ '' 17 .... ` .... .�. ._EDGE.OF WATER X4 2z 1 z. -- _. ._ \s -- -- 20 TOP OF�ANK �� �� � � � X.341 �--- 2 .6 22.2 17.6 Xl 5.0 23.1 x,20A. V�g 5 X 1 l X.44.1 XQ 1 �U X.21.3 X.23.9 M tli ♦, X� j] $ -� t\ X.21.3 - X.23.0 l 1 WETLANDS f 3 �♦ N89'32'02"W 672.47' "� FND.CONC.MgN. 2 X,19 3 1�8.5 ,7.7 c _ I� o o.as x 22 _e X9 N �►._ ...� �, FND.CAP(4094) O 0.8^S 2- O j i Z I FND.1 I.P. 2.6'S -1 X zl.z ' i I O f ` 2 X,2U \ W � - cV t0 c•1 y o. WETLANDS • PARK PROPERTY �� � X�L 79.3 17.7 10� J � 00 { III ,• �- ( p0 10 1 r a r 0.6 SET CAP 4416 SET CAP 4416 ( ) S89 36 56 W 648.74 \ ! 4.7 i X.zs.1 X�_ X�t X.24.4 25.7 19.7 I i i PARCEL E ! i NOT INCLUDED X.24.2 SURVEY NOTES: FND. 1"I.P. • ., N89 35 0 WERE NOT ABSTRACTED 4. W 1. LANDS SHOWN HEREON ER N 0 8 S II � FOR RIGHTS -OF -WAY AND/OR EASEMENTS OF RECORD. , 2. NORTH ARROW SHOWN HEREON IS ORIENTATED AS SHOWN. 1/4 SECTION LINE 3. ELEVATIONS (IF SHOWN) HEREON ARE RELATIVE TO j 'i I ASSUMED DATUM UNLESS OTHERWISE NOTED. i CENTER OF SAID SECTION 29 F IS SKETCH ARE NOT 4. REPRODUCTIONS 0 THIS S TC l VALID UNLESS SEALED WITH AN EMBOSSED SURVEYORS SEAL. i i 5. LEGAL DESCRIPTION SUPPLIED BY CLIENT. I 6. BEARING BASE AS SHOWN. i 7. SQ. FT. OF HOUSE (IF SHOWN) CLIENT. SUPPLIED BY i i �j it LI I � O i ----� (-----� 1199 �o I 2055 I� I 2056 ---- I A I o SET - - -� 1197 ' WITNESS CORNERS I 2053 I I 2054 V76.1 ry - - - - - - - - 1195 s49 I I� I I -- � 235 3 t 2051 W 2052 SEWER M.H. z ti ¢e RIM.EL.=33.34 N89' 4 5 W "E 1193 BOTT..=29.= 29.50 Y � a I BOTT. I 38 29 .4 SEWER M.H. I� ` • RIM.EL.=22.41 • POINT OF BEGINNING No.INV.=12.76 il) 1191 e a�OTT. =12.97 a17 31.7 3.t 7.4 cn N8g 24'QS"E vi ao m a 23.5 >�00 W z J I � Wow I w�,� 1 I W V. H W� W ". m� � W a 8a 1- QZClwzwzg zrN xx l � rx-a33wDN3wSac�i i, WETLAND I Q N t Z a o l I X� �Q Q �� I Q 0 0 / I OjJ i W LL c'a Lu O`CIO 19. / r� Q U/ 08 p� o w a W JQ LL e- J wc0 !!174 G` _ W r � M� ' LEGEND OF SURVEY ABBREVIATIONS W Z u. Q (O A ARC LENGTH MH MANHOLE '� J 0 AC AIR CONDITIONER MEAS MEASURED ( AVE AVENUE N&D NAIL & DISK n. t BM. BENCH MARK N NORTH Y f+ .x 17, BILK BLOCK No NUMBER V O BLVD BOULEVARD OE OVERHEAD ELECTRICAL CALC CALCULATED WIRES ems- t 2ts 59 CB CHORD BEARING PG PAGE r' J C.B.S. CONCRETE BLOCK PK PARKER KALON NAIL t STRUCTURE P PLAT LLB ` 24�3 25.o CD CHORD DISTANCE PC POINT OF CURVATURE (. -- ' CENTERLINE PCP PERMANENT CONTROL POINT r CL. CLEAR PI POINT OF INTERSECTION V J CM CONCRETE MONUMENT PL PROPERTY LINE t ` W CONC CONCRETE PM POWER METER v J Lj CT CORNER POS POINT OF BEGINNING PRM PERMANENT REFERENCE MONUMEN 2s.5 C/S CONCRETE SLAB PP POWER POLE x.2t.e j� D DEED PT POINT OF TANGENCY M DB DEED BOOK R RECORD BY PLAT OR DEED DF DRAINFIELD RAD RADIAL OR RADIUS DIST DISTANCE - IL4 \ N DR DRIVE S/W SOUTH OF WAY D/W DRIVEWAY SEC SECTION E EAST SIP SET IRON PIPE Y74 ESMT EASEMENT SN SET NAIL \ 77 X.26 - ELEC ELECTRICAL SQ.FT. SQUARE FEET LJ__1 2.2 EL. ELEVATION S.R. STATE ROAD \ FF FIRST FLOOR ST STREET FD FOUND STA STATION -' \ FH FIRE HYDRANT STRUC STRUCTURE fCM FOUND CONCRETE SUB SUBDIVISION MONUMENT T TANGENT ry z \ a.z I.P. IRON PIPE TBM TEMPORARY BENCH MARK J 1 / % I.R. IRON ROD TEL TELEPHONE F FIELD 0 i F/N FOUND I NAIL TWSP TOWNSHIP z fi GOV T GOVERNMENT TEL TELEPHONE f - \ GR. GRADE UTIL UTILITY 0 I GND GROUND W WEST n \ HW HEAD WALL WF WOOD FENCE HWL HIGH WATER LINE WM WATER METER X Z I t HORZ HORIZONTAL WV WATER VALVE W I L LENGTH 25� LP LIGHT OLE A DELTA ANGLE 0/� \ 4-s COMBINED LOTS 5.9 t � X_ 17 ` TOP O Ba �O \ 0- W oa �� �o� U z5_2 �OZ x 26.3 i Norqh I I GRAPHIC SCALE 50 100 200 4w n s X 2s_6 } X,6sz ( IN FEET) I. 1 inch = 100 ft. FND.CAP(CARTER) 0.7' N. 13.8'E FT CARTER) _ ,.7N 33.4'W I. JOSEPH W. SCHULKE FL REG. N0. 47048 E 0JODA.H 4 BITTLE FL. REG. N0. i7.396 . 3AIWAM ODGARD I 0 f DAiE:.1 �f OZ.- SHEET --OF 6 LCT N0. 025 i T { _.. - - .. i..I I SPECIFICATIONS - CLEARING/GRADING/PAVING/DRAINAGE/UTILITY C❑NSTRUCTION STAPLE FILTER BARRIER - { GENERAL IT IS INTENDED THAT THE FLORIDA DEPARTMENT OF TRANSPORTATION 'STANDARD SPECIFICATIONS FOR ROAD A D BRIDGE CONSTRUCTION', EXCAVATE 4'X4' TRENCH BURLAP OR STAND. STRENGTH SYNCH FILTER FABRIC I LATEST REVISIONS, BE USED WHERE APPLICABLE FOR VARIOUS WORK, AND THAT WHERE SUCH WORDING THERE N REFERS TO THE STATE AND BACKFILL OVER 8' �OF FILTETFABRIC. TO THE WOOD STAKES I� ION AND PERSONNEL SUCH WORDING IS INTENDED TO BE REPLACED WITH THAT WORDING OF FLORIDA AND ITS DEPARTMENT OF TRANSPORTATION H A ND H RIDGE CONSTRUCTION' UC ''TAN ARD PECIFICATIONS FOR RO D A R WHI CH WOULD PROVIDE PROPER T E RMINOLOGY THEREBY MAKINGS H S D S T YP, S PROJECT. IN ADDITION THE CONTRACTORSH ALL REFER 70 THE 'FOOT ROADWAY AND I S' FOR THIS AS THE 'STANDARD SPEC FICATIDN f- I TRAFFIC DESIGN STANDARDS', LATEST REVISIONS. IF WITHIN THAT PARTICULAR SECTION ANOTHER SECTION, ARTICLE OR PARAGRAPH IS REFERRED TO, IT SHALL BE A PART OF THE STANDARD SPECIFICATIONS, ALSO, \ ALL WORK SHALL BE IN A WORKMANLIKE MANNER AND SHALL CONFORM WITH ALL APPLICABLE CITY, COUNTY, STATE, AND FEDERAL ' 2 Egk ik BE"-f11s REGULATIONS AND/OR CODES, THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND LICENSES REQUIRED TO - ih� BEGIN WORK, Its03 Us I {{ II {I II " I .III THE CONTRACTOR SHALL GIVE THE ENGINEER 24 HOURS NOTICE PRIOR TO REQUESTING REQUIRED INSPECTIONS AND SHALL SUPPLY ALL " ,'I EQUIPMENT NECESSARY TO PROPERLY TEST AND INSPECT THE COMPLETED WORK, THE DATE OF PROJECT ACCEPTANCE, SECTION - NOTE - - - - 'I THE CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FOR A PERIOD OF ONE YEAR FROM CONTRACTOR'S EXPENSE. � -WHEN CONSTRUCTED ACROSS DITCH LINE, DURING WHICH ALL FAULTY CONSTRUCTION AND/OR MATERIALS SHALL BE CORRECTED AT THE THE PLAN CONFIGURATION SHALL RESEMBLE AN ARC WITH ENDS ORIENTED UPSLOPE. CLEARING/GRUBBING THE CONTRACTOR SHALL COMPLETELY REMOVE AND DISPOSE OF ALL BUILDING, TIMBER, BRUSH, STUMPS, ROOTS, RUBBISH, DEBRIS, - U - / 3'x3' WOOD STAKE, MIN--� BURLAP MIN 10 OZ. SY MATERIAL INCLUDING SEPTIC TANK BUILDING FOUNDATIONS, PIPES, ETC., WITHIN THE LIMITS OF THE ROADWAY CONSTRUCTION, ALL AREAS DRIVEN 12 INTO GROUND. -FILTER FABRIC - SYNTHETIC MATERIAL WHERE STRUCTURES WILL BE CONSTRUCTED INCLUDING PIPE CULVERTS, AND AS OTHERWISE DEPICTED IN THE PLANS, ALL IN ACCORDANCE MEETING STD. TESTING VTM-51,52 I; I WITH SECTION Il 0 OF THE STANDARD SPECIFICATIONS. 75% FILTERING EFFICIENCY • GRADING -FILTER BARRIERS SHALL BE MAINTAINED THE CONTRACTOR SHALL PERFORM ALL GRADING NECESSARY TO ACHIEVE THE PROPOSED PLAN GRADES, FINAL DRESSING SHALL HAVE A UNTIL ALL UPSLdPES HAVE BEEN PERMANENTLY q TOLERANCE OF 0.2 Ft.+- FROM THE PLAN CROSS SECTIONS. GRADING SHALL INCLUDE ALL SHAPING, ROUGH GRADING, ROADWAY EXCAVATION FILTER BARRIER STABILIZED. p' ENTS WITHIN THE LIMITS DEPICTED IN THE PLANS. PROPOSED ROADWAY AND ROAD EMBANKMENTS AND FINAL DRESSING REQUIREDF OR THE P K --^------------------^- I ' � - U AND MUST RE -GRADE UNTIL CONTRACT CLOSE -BUT, A M THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE FINISHED GRADEST U 1. FILTER BARRIERS SHALL BE CONSTRUCTED AT THE FOLLOWING LOCATIONS C', AS REQUIRED WHEN EROSION OR OTHER DISTURBANCES OCCUR. SEED/MULCH ANp/OR SODDING SHALL, BE INCORPORATED TO ASSIST TO INTERCEPT AND DETAIN SEDIMENT FROM DISTURBED AREAS DURING g IN THIS REGARD. HOWEVER, ANY LOSS OF SOD OR SEED/MULCH DURING THESE OCCURRENCES SHALL HE REPLACED AT THE CONTRACTORS CONSTRUCTION OPERATIONS FROM ENTERING EXISTING WETLANDS , DITCHES, EXPENSE. OR RECEIVING WATERS, A. AT THE PERIMETER OF ALL EXISTING WETLANDS THAT ARE BELOW '' SODf SOD SHALL BE ARGENTINE BAHIA, UNLESS OTHERWISE INDICATED. SOD SHALL PE WELL MATTED WITH ROOTS AND SHALL. BE SUFFICIENTLY DISTURBED AREAS WHERE EROSION COILED OCCUR DURING CONSTRUCTION OPERATIONS, AND AT THE LIMITS OF FILL OF EXISTING WETLANDS, THICK TO SECURE A DENSE STAND OF LIVE GRASS, THE SOD SHALL BE LIVE, FRESH AND UNINJURED AT THE TIME OF PLANTING AND H. AT THE PERIMETER OF ALL INLETS IMMEDIATELY FOLLOWING THE INSTALLATION SHALL HE REASONABLY FREE OF WEEDS AND OTHER GRASSES, THE RECEIVING GROUND SURFACE SHALL HE GRADED TO PROPER ELEVATIONS, AND BACKFILLING OF EACH INLET. FREE OF LARGE VOIDS, ROOTS, WEEDS OR PATCHES OF EXISTING GRASS. UPOM LAYING, THE ENTIRE AREA SHALL BE ROLLED THOROUGHLY, C. AT ALL EXISTING DITCHES THAT TRAVERSE THE PROJECT SITE, A FILTER BARRIER RE KEEP SOD ALIVE UNTIL THE CONTRACTOR IS CLOSED OUT, D AD SOD SHALL BE REPLACED HY SODD D A EAS ARE TO HE WATE D TO ALL E R F HAL E CdNSTRUC A P R ItJE S L B TED AT TfiE DDWNSTRE M PRO E TY L CONTRACTOR. D. AT ALL OTHER LOCATIONS DEPICTED ON THE PLANS OR AS REQUESTED IN THE FIELD � i I BY THE PROJECT ENGINEER, EMBANKMENT CONSTRUCTION 2, FLOATING SILT BARRIERS SHALL HE INSTALLED AROUND THE POINT OF DISCHARGE OF THE I { ROADWAY EMBANKMENT CONSTRUCTION SHALL CONSIST OF ALL THE EMBANKMENT CONSTRUCTION REQUIRED FOR THE PROPOSED ROADWAY AND/OR PROJECT STORMWATER RUN-OFF IN THE INDIAN RIVER. THE BARRIERS SHALL PARKING LOT, BUILDING PADS, DITCHES AND SWALES IN ACCORDANCE WITH SECTION 120 OF THE STANDARD SPECIFICATIONS, EMBANKMENTS SHALL BE EGULARLY CHECKE U D U T UNC UNTIL AV HER II AND MAINTAINED TO ENS RE A EQ A E F TION NIL ALL PAVEMENT CONSTRUCTED FROM MATERIAL CONTAINING NO MUCK, STUMPS, RDOTS,BRUSH,VEGETABLE MATTER, RUBBISH, OR OTHER DELETERIOUS MATERIALS THAT SURFACES ARE COMPLETE AND ALL SEALED AREAS HAVE GRASS COVER, WILL NOT COMPACT TO A SUITABLE ENDURING ROAD BED. 3. SOD ALL AREAS IN LIEU OF SEED AND MULCH THAT ARE PRONE TO CAUSE EXCESSIVE EROSION OF SEDIMENT, INCLUDING AREAS ADJACENT TO CULVERT ENDS, DISCHARGE STRUCTURES, MATERIAU SELECT GRADE) A.A.S.H.T.O. M-145 DESIGNATION A-1, A-3, A-2-4. (REFERENCE F.P.O.T. INDEX 505) FLUMES, ETC. y COMPACTION- 12' COMPACTED LIFTS, MINIMUM 98% MAXIMUM DRY DENSITY (A.A.S.H.T.O. T-180). 4. PROVIDE 18' MIN. WIDE STRIP OF SOD ADJACENT TO THE EDGE OF ALL NEW PAVED SURFACES. CQMPENSATIONi COMPENSATION FOR THE EMBANKMENT CONSTRUCTION SHALL BF MADE FULLY BY T E HID ITEMS FOR BORROW EXCAVATION I I I'I .) GRADING (PER L.F. OF ROADWAY OR PER ACRE OF SITE), AND SUBSOIr EXCAVATION (PER C.Y.) WHEN APPLICABLE. (PER C Y 1- EROSION AND SEDIMENT CONTROL PLAN STAKING I CONSTRUCTION STAKING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. STABILIZING STABILIZED SUBGRADE SHALL BE CONSTRUCTED TO THE FLORIDA BEARING VALUE AS PER PLAN FOR THE DEPTH AND LIMITS SHOWN ON THE PLAN, AND IN ACCORDANCE WITH SECTION 160 OF THE STANDARD SPECIFICATIONS, ALL STABILIZED AREAS SHALL BE COMPACTED TO AT LEAST 98% OF THE MAXIMUM DENSITY AS DETERMINED HY AASHTCI T-180. I � BASE COURSE THE BASE SHALL BE CONSTRUCTED OF EITHER LIMEROCK MATERIAL IN ACCORDANCE WITH SECTION 911 OR CEMENTED COQUINA SHELL I � MATERIAL IN ACCORDANCE WITH SECTION 915 OF THE STANDARD SPECIFICATIONS, � I LIMEROCK BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 200 AND CEMENTED COQUINA SHELL BASE SHALL BE CONSTRUCTED I IN ACCORDANCE WITH SECTION 250 OF THE STANDARD SPECIFICATIONS. THE CONTRACTOR SHALL PROVIDE ROCK PIT CERTIFICATION FOR I CEMENTED COQUINA SHELL MATERIAL. BASE SHALL HE COMPACTED 70 AT LEAST 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T T-180. BASE SHALL BE APPROVED PRIOR TO PRIME COAT. Y 'PRIME AND TACK COAT I PRIME AND TACK COATS FOR THE BASE COURSE SMALL BE IN ACCORDANCE WITH SECTION 300 OF THE STANDARD SPECIFICATIONS. ASPHALT CONCRETE SURFACE COURSE (A.C.S.CJ I I TYPE S-I MOD A,C.S.C. SHALL BE CONSTRUCTED FOR THE DEPTH AND LIMITS SHOWN ON THE PLAN, IN ACCORDANCE WITH SECTIONS 320, 330 AND 331 OF THE STANDARD SPECIFICATIONS. CURB I ALL CURB CONSTRUCTION SHALL BE IN ACCORDANCE WITH SECTION 520 OF THE STANDARD SPECIFICATIONS, AND IN ACCORDANCE WITH F.DA.T. I INDEX No. 300, PROVIDE CONTRACTION JOINTS AT 10-FOOT O.C. MAXIMUM. TRANSITION ENDS OF CURB FROM FULL TO ZERO HEIGHTS IN 3-FEET, I CURB CUT RAMPS SHALL BE IN ACCORDANCE WITH F.D.O.T. INDEX No. 304. . i , ? TESTING I THE CONTRACTOR SHALL RETAIN THE SERVICES OF AN APPROVED INDEPENDENT TESTING LABORATORY TO CONDUCT ALL REQUIRED TESTS ON EMBANKMENT,SUBGRADE, BASE, PIPE BACKFILL AND SURFACE COURSE MATERIALS. TEST RESULTS MUST BE SUBMITTED PRIOR TO ANY REQUEST FOR PAYMENT ON THE ABOVE ITEMS. THE SCHEDULE FOR TESTING THE ROAD/PAVEMENT AREAS CONSTRUCTION SHALL BE AS FOLLOWS, A. EMBANKMENT, (1) DENSITY TESTS SHALL BE TAKEN AT A MAXIMUM OF 10,000 SF. INTERVALS FOR EACH 12' LIFTS CONSTRUCTED, 1 B. SUBGRADE, (1) F.B.V / L.B.R. (PER PLAN) TEST SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000SF / 20,000SF OR CLOSER AS MIGHT BE NECESSARY IN THE EVENT OF VARIATIONS IN SUBSOIL CONDITIONS. (MIN. OF 3 / 1 PER JOB) (2) DENSITY TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000 SF OR CLOSER AS MIGHT BE NECESSARY. C. BASE, (1) F.B.V / L.B.R. (PER PLAN) TEST SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000SF / 20,000SF OR CLOSER I (MIN. OF 3 / 1 PER JOB) (2) DENSITY TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000 SF OR CLOSER AS MIGHT BE NECESSARY. ' y D. PIPE BACKFILLi (1) DENSITY TESTS SHALL BE TAKEN AT A MAXIMUM OF 200 Ft. INTERVALS, 1' ABOVE PIPE, 1' BELOW GRADE, MIN. E. STRUCTURESs (1) A MINIMUM OF 1 DENSITY TEST SHALL BE PERFORMED IN THE STABILIZED SUBGRADE ADJACENT TO EACH STRUCTURE INSTALLED. F. BUILDING PADi (1) AS SPECIFIED IN ARCHITECTURAL PLANS. I ALL TESTS SHALL HE PAID FOR BY THE CONTRACTOR. CLEAN-UP • G THE CONTRACTOR MUST PROVIDE CLEAN-UP OF EXCESS CONSTRUCTION MATERIAL UPON COMPLETION OF THE PROJECT. THE SITE MUST BE LEFT IN A NEAT, CLEAN, GRADED CONDITION, DRAINAGE SPECIFICATIONS I ANDARD SPECIFICATIONS i OF THE FLORIDA DEPARTMENT OF TRANSPORTATION. CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE SjjjjjjRENGTH OF 3000 PSI, ALL REINFORCING STEEL TO HE ASTM A 615-72 GRADE 40, Fy - 40,000 PSI, AND SHALL BE HANDLED AND PLA ED IN ACCORDANCE WITH 1 ACI 318-71. PRECAST CONCRETE MANHOLES AND STORM INLETS MAY BE USED UPON THE ENGINEER'S APPROVAL F THE MANUFACTURER'S Ii I 11 SHOP DRAWINGS. PRECAST INi ETS ' ALL STORM INLETS SHALL BE PRECAST REINFORCED CONCRETE IN ACCORDANCE WITH APPLICABLE REFERENCES TO FOOT DRAWINGS IN THE 'FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS', LATEST EDITION. TYPE 1I PORTLAND CEMENT SHALL BE USED IN THE CONCRETE MIX. I CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28-DAYS OF 4000 PSI. CULVERT PIPES BE IN ACCORDANCE WITH SECTION 941 OF THE STANDA D SPECIFICATIONS CORRUGATED REINFORCER CONCRETE PIPES <RC.P,) SMALL R ALUMINUM PIPE SHALL BE IN ACCORDANCE WITH SECTION 945 OF THE STANDARD SPECIFICATIONS. h I STORM SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH SECTION 430 AND RELATED SECTIONS 13F THE STANDARD SPECIFICATIONS OF THE FL13RIDA DEPARTMENT OF TRANSPORTATION. BACKFILLING OVER PIPE CULVERT AND STORM SEWERS SHALL BE i COMPLETED IN MAXIMUM 6' LIFTS, TO A POINT 12' ABOVE THE PIPE, AND IN 12' LIFTS BEYOND, COMPACTED TO A MINIMUM OF 98% OF MAXIMUM DRY DENSITY. CONCRETE UNLESS OTHERWISE SPECIFIED OR INDICATED, ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28-DAYS OF 3000 PSI. ALL WORK SHALL COMPLY WITH THE CURRENT EDITION OF THE AMERICAN CONCRETE INSTITUTE (ACI) BUILDING CODE AND THE APPLICABLE BUILDING CODES HAVING JURISDICTION IN THE AREA. ' Ii RECORD DRAWINGS CONTRACTOR SHALL KEEP AND MAINTAIN RECORD DRAWINGS ON THE PROJECT SITE AT ALL TIMES WHICH SHALL BE ANNOTATED HY THE CONTRACTOR DEPICTING ANY CHANGES MADE IN THE FIELD WHICH DIFFER FROM THE CONTRACT DRAWINGS. RECORD DRAWINGS SHALL INCLUDE, BUT ARE NOT LIMITED TO, HORIZONTAL LOCATION, INVERT AND TOP ELEVATIONS OF CULVERTS, SEVER MANHOLES, DRAINAGE i STRUCTURES, INLETS, AND UTILITY MAINS. CONTRACTOR SHALL SUBMIT COMPLETE AND FINAL RECORD DRAWINGS TO ENGINEER UPON j COMPLETION OF PROJECT AND PRIOR 70 FINAL INSPECTION AND FINAL PAYMENT. . ' THE CONTRACTOR SHALL BE REQUIRED TO HAVE A SURVEYOR PROVIDE CERTIFIED RECORD DRAVINGS%AS-GUILTS. 1 THESE DRAWINGS SHALL BE PROVIDED IN AN ACAD ELECTRONIC FILE AS WELL AS ON SIGNED/SEALED HARD COPIES. THE AS-BUILTS MUST MEET I.R.C. UTILITY DEPT. CRITERIA FOR WATER MAIN AND SEWER AS-BUILTS, INCLUDING TIES TO STATE PLANE COORDINATES. . , INSPECTION I MINIMUM CONSTRUCTION INSPECTION CHECKPOINTS THE ENGINEER SHALL BE NOTIFIED, A PRIOR TO ANY MAJOR DEVIATION FROM THE APPROVED PLANS.' H. PRIOR TO BACKFILLING ANY PIPE TRENCHES. I C UPON COMPLETION OF SUBGRADE AND COMPACTION D. UPON BEGINNING OF SPREADING OF ROCK BASE MATERIAL. E UPON COMPLETION OF GRADING AND COMPACTION OF BASE MATERIAL AND PRIOR TO PRIMING. F. IMMEDIATELY PRIOR TO AND UPON APPLICATION OF A.C.S.C. G UPON COMPLETION OF CONSTRUCTION. INSPECTION NOTIFICATION, THE RESPECTIVE COUNTY DIVISION SHALL BE NOTIFIED, IN WRITING, WITH COPIES TO THE COMMUNITY DEVELOPMENT DIVISION OF THE COMMENCEMENT AND COMPLETION OF THE FOLLOWING ITEMS OF CONSTRUCTION SO THAT AN IMMEDIATE INSPECTION CAN BE PERFORMED TO ENSURE CONSTRUCTION IN CONFORMANCE WITH SAID APPROVED CONSTRUCTION PLANS AND SPECIFICATIONS AND THE REQUIREMENTS OF CHAPTER 913. IF THE COUNTY NOTIFIES THE DEVELOPER THAT NO ',I IO REQUEST AND IF COUNTY INSPECTOR IS AVAILABLE TO INSPECT WITHIN FORTY-EIGHT (48) HOURS OF AN INSPECTION R A DELAY IN INSPECTION WOULD CAUSE A DELAY IN THE PROJECT, THEN THIS REQUIREMENT MAY BE MET BY SUBMISSION OF A CERTIFICATE FROM THE ENGINEER OF RECORD THAT ALL CONSTRUCTION WAS COMPLETED IN ACCORDANCE WITH THE LAND DEVELOPMENT PERMIT. @ 1. WATER LINE AND SANITARY SEWER LINES PRIOR TO BACKFILLING (UTILITIES DIVISION) 2. STABILIZED SUBGRADE (PUBLIC WORKS DIVISION) 3. CURB AND CONCRETE WORK (PUBLIC WORKS DIVISION) 4. ROADWAY BASE (PUBLIC WORKS DIVISION) I 5, SURFACE COURSE (PUBLIC WORKS DIVISION) 6. PERMANENT REFERENCE MONUMENTS AND PERMANENT CONTROL POINTS (PUBLIC WORKS DIVISION) I THE FAILURE TO NOTIFY THE RESPECTIVE DIVISIONS OF THE COMMENCEMENT AND COMPLETION OF CONSTRUCTION OF I SUCH ITEMS SHALL BE GOOD CAUSE TO REFUSE TO ISSUE A CERTIFICATION OF COMPLETION UNTIL SUCH FURTHER INVESTIGATION IS CONDUCTED TO VERIFY COMPLIANCE WITH THE LAND DEVELOPMENT PERMIT. ALL WATER AND SEWER IMPROVEMENTS MUST BE INSPECTED BY THE INDIAN RIVER COUNTY UTILITIES DIRECTOR OR HIS REPRESENTATIVE OR THE APPROPRIATE MUNICIPAL OR PRIVATE UTILITY REPRESENTATIVE PRIOR TO BACKFILLING E913.07(5)(H)I. ' WHERE REFERENCES ARE MADE TO ROADWAY CONSTRUCTION, IT IS INTENDED TO INDICATE CONSTRUCTION ' ' FOR ROADWAYS AND/OR PARKING LOTS/DRIVEWAYS. 'P-AF==1C/PAVEMENT MARKINQ NOTES' . 1. ALL PARKING SPACE MARKINGS WITH THE EXCEPTION TO THE HANDICAPPED PARKING SPACES SHALL BE MARKED IN jt WHITE REFLECTORIZED TRAFFIC PAINT AND BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION'S STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 1991, SECTION NO. 710. I %2. ALL HANDICAPPED PARKING SPACES SHALL BE PROPERLY SIGNED AND MARKED IN ACCORDANCE WITH THE F.D.O.T.'S STANDARD INDEX ND. 173246. g N ARE TO BE PAINTED. USE EXTRUDED 3. TRAFFIC FLOW ARROWS THRU PARKING AREAS ARE FOR DIRECTION AND gsg TYPE, ALKYD BASE THERMOPLASTIC DIRECTION ARROWS (SEE SITE PLAN). 4. STOP BARS SHALL HE 24' WIDE. USE EXTRUDED TYPE, ALKYD BASE THERMOPLASTIC i3 33 S. ALL SIGNS AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH F.D.D.T, TRAFFIC DESIGN STANDARDS AND THE a MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 6. ALL PAVEMENT MARKINGS FOR THE PROPOSED ROADWAYS SHALL BE EXTRUDED TYPE ALKYD BASE THERMOPLASTIC y AND SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS FOR ROAD 9 FOR ROAD AND BRIDGE CONSTRUCTION, SECTION NO. 711, I 7. SPECIAL MARKINGS (CROSS WALK, STOP BARS, ROADWAY CONTINUOUS STRIPING, THRU ARROWS, PAVEMENT MARKINGS FOR TRAFFIC SEPARATORS, ETC, SHALL HE IN ACCORDANCE WITH THE F.D.O.T. INDEX No, 17346. . I i I ig SIGNS, 1. ALL SIGNS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. T 9 2. ALL SIGNS SHALL BE TYPE 'C' SINGLE COLUMN GROUND SIGNS IN ACCORDANCE WITH F.D•O,T. INDEX No. 11860, 11963, 11865. l I WIND LOAD SHALL BE ZONE 3 (80 M•P.H), I 3. ALL. SIGNS PLACEMENT SHALL BE IN ACCORDANCE WITH F.D.O.T. INDEX No. 17302. 1 I FLORIDA DEPARTMENT ❑F TRANSP❑RTATI❑N N❑TEST . 1. ALL MATERIALS AND CONSTRUCTION WITHIN FDOT RIGHT-OF-WAY SHALL CONFORM TO THE FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS (LATEST EDITION). STANDARD SPECIFICATIONS (LATEST EDITION) AND THE SUPPLEMENTS THERETO, 2. THE APPLICANTS ENGINEER RESPONSIBLE FOR CONSTRUCTION INSPECTION SHALL INSURE THAT THE MAINTENANCE OF TRAFFIC PLAN (MOT) FOR THE PROJECT IS IN ACCORDANCE WITH THE APPLICABLE FOOT INDEX NUMBERS (600 SERIES) AND THESE DOCUMENTS. THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS (U.S DEPARTMENT OF TRANSPORTATION FHWA). 3. AT THE END OF EACH WORK PERIOD, ANY DROP-OFF IN THE AREA ADJACENT TO THE TRAVEL WAY OF THE STATE ROAD SHALL BE BACKFILLED BE OTHERWISE PROTECTED WITH TEMPORARY BARRIER WALL AT THE CONTRACTORS EXPENSE. i I IN ACCORDANCE WITH STANDARD INDEX 600 OR SHALL 4. IF THE PERMITTED WORKAS INN A ROADWAY THAT HAS BEEN SELECTED AS A HURRICANE OR DISASTER EVALJUATION ROUTE, THE APPLICANT, AT THE PRE ONSTRUCTION CONFERENCE IS REQUIRED TO PRESENT, AS PART OF THE WORK PLAN, AN EMERGENCY FUNCTIONAL RESTORATION PLAN TO ADDRESS EVENTUALITIES SUCH AS HURRICANES. OPRIATE COUNTY TR NGINEERING DIVISION, HAVING JURISDICTION OVER THE PROJECT AT LEAST 48 HOURS, T A PPRAFFIC E CO 5 E NTRACTOR ONTRACTOR MUSTCALL HE - XISTING TRAFFIC SIGNAL INTERCONNECT CABLE. T E LOCATION OF THE E - WAY 0 DETERMINE H IGTOF T BEFORE ANY E XCAVATIDN WITH IN THE FOOT R H ',I 6, THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY. THE EXACT LOCATION SHALL BE DETERMINED BY THE CONTRACTOR DURING CONSTRUCTION. RELOCATION OI' UTILITIES SHALL BE COORDINATED WITH UTILITY COMPANIES AFTER IDENTIFICATION OF CONFLICT BY CONTRACTOR. I I CONTRACTOR WILL NOTIFY ENGINEER IN ADVANCE BEFORE ANY RELOCATION. CONSTRUCTION OF THIS PROJECT, THE APPLICANT MUST CONTACT THE FLORIDA DEPARTMENT OF TRANSPORTATION I 7. BEFORE PERMIT APPROVAL AND LOCAL MAINTENANCE OFFICE T O SCHEDULE A PRE CONSTRUCTION MEETING. THE TELEPHONE NUMBER IS 561-465-7396 OR 1-800-300-8236. THIS PROJECT. 8. THE APPLICANT AT THE EARLJEST CONVENIENT TIME SHALL NOTIFY IN WRITING ALL RIGHT-OF-WAY USERS AFFECTED B Y THE CONSTRUCTION OF 1 9. ALL CURB CUT RAMPS MUST FACE IN THE DIRECTION OF PEDESTRIAN TRAVEL. P RIOD, ANY DROP-OFF IN THE AREA ADJACENT TO THE TRAVEL OF THE STATE ROAD SHALL HE BACKFILLED IN 10. AT THE END OF EACH WORK ACCORDANCE WITH STANDARD NDEX 600 OR SHALL BE OTHERWISE PROTECTED WITH TEMPORARY BARRIER WALL AT THE CONTRACTORS EXPENSE. k IN ACCORDANCE WITH STANDARD INDEX 600 OR SHALL BE OTHERWISE PROTECTED WITH TEMPORARY BARRIER WALL AT THE CONTRACTORS EXPENSE. AND ALL LANES I I iL ALL MOT LANE CLOSURE SIGN) SHALL BE COVERED WHEN LANES ARE NOT CLOSED. NO LANES ARE TO BE CLOSED BEFORE 9�00 AM it s I II yy 9 ARE TO OPENED BY 4100 PM. 12. PAVEMENT SPECIFICATIONS MATCH EXISTING TYPE AND DEPTH OF ASPHALT TO 3 1/2' MAXIMUM., INCLUDING FRICTION COURSE. - Fm MAXIMUM TRENCH WIDTH 2 X PIPE DEPTH + W . Z • P a PLACE AND C❑MPACT X IN 6' LIFTS\ w Ld I'd r W PIPE O•D• + 24' Q MAXIMUM WIDTH i f ! (_ j f Q �- MAX, I MAX, N D_ A - i- f� i,.1"." r C7 lf..i r!rI ^I' V t,. , !. .:: X HAND PLACED SELECT MATERIA L❑WER QUADRANT TO BE SHAPED TO RECEIVE PIPE BELL AND BARREL, NOTES, 1) THE CONTRACTOR SHALL COMPLY WITH REQUIREMENTS ❑F THE FLORIDA TRENCH SAFETY ACT, 2) BACKFILL TO 12' MAXIMUM LAYERS OR OTHER APPROVED METHOD TO ACHIEVE 98% COMPACTION UNDER PAVED SURFACES AND 95% COMPACTION UNDER ❑THER S URFACES AS ESTABLISHED BY A.A,S,H,T.❑, METHOD T-180, INVERT TYPICAL TRENCH DETAILS NOT Tp SCALE 3.81 ` 1.38' 3.8 1' 2.915` 3.17' 2.915' IN 7-1 I- " F TOP 18.58' :- EL. 17.3' 11AREA TO N I BE REMOVED EL. 15.97' INCREASE 3" QRIFICE EL. 15�30' TO 8' ORIFICE _--, 1 / . INCREASE . . TO 53'6PI P PE ��/` DEL. 13.74' C0NTGRDL STR`UCTUR�E DS-1 4.75' 2.5' 4,75' . TOP 20.1 O' EL. 18.57' . EXISTING 8" ORIFICE o . AREA TO BE FILLED Ci EXISTING 24" PIPE --�"� µ EL. 17.40' CONSTRUCT NEW 8" ORIFICE ` EL. 7 -� EL. 16.71 ' AREA TO BE REMOVED ' BOTTOM 16.0, - i . CC0NTRROL S TrR U (C T U R E D`B-2 i -- /''�`\\` -- �T 1 .... ", 5 8' I I 110' 1RR0' 8` 5' 8' 85' PAD 17' 14' 8' 20' LAKE BOTTOM 25.0 _ v AISLE AISL_ - -� FlNISHED FLOOR 25.0' - - - - - _ _ - - - - - - _ - - - 25.0 NOTE: SOD ALL 24.0 - - -1 -- IT-�T--�-�----I-- - - - - BANKS --------24.0 0 1r LI---I- 23,0 ==.=_"A I -1--1j- _ =_ ______-23,0 1� 77=-1 22.0- - - - - ----------�1- --- - -- --------22.0 GRADE AT SITE DEVELOPMENT 21 0-- - - - - - GRADE AT BUILDING CONSTRUCTION - - - - - - - 21.0 20.0- - - - - - -------20.0 �1 i 19.0--------'------------------11- - - - - -------19,0 18.0- - - - - - - ------------------ - -- - - - - - - - - - 18.0 NOR AL WAT R EL A ON - 17.0' 17.0 �i 16.0- - - - - ------------- --13,0---------16.0 - - - - - - - - - - 15.0 14.0-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 14.0 -----------13.0 1 ---------- - - - - - - - - - 12.0 - - - - - - - - - - - - - - - - - - - - - 10.0- - - - - - - ------------------ ---- --------10.0 9.0-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---------9,0 8.0- -,---- ---------------- -- ------ --------8.0 7.0-I --- - i-------------- - I -I ----- - r- - ' -------7.0 I --- -------6.0 LAKE BOTTOM 5.0 5.0 = --------= 4,0 R R S ECTI D N A -A R 1 �� i I II 4 FT. AND 5 FT. SIDEWALK SOD MUST BE FLUSH WITH SIDEWALK 0.02 FT./FT. TO CURB ................ ........ .. . 1 4" THICK CONCRETE MINIMUM. / 3.000 P.S.I. ® 28 DAYS. SIDEWALK N❑TEST 1. ALL MATERIALS AND CONSTRUCTION PROCEDURES SHALL BE IN ACCORDANCE WITH THE 'SUGGESTED SPECIFICATIONS FOR CONCRETE AREAS' PREPARED BY THE PORTLAND CEMENT ASSOCIATION AND IN ACCORDANCE WITH FDOT INDEX NO. 310• 2. SAWED JOINTS SHALL BE CONSTRUCTED AT A MAXIMUM OF 5-FEET O•C., AND SHALL BE IN ACCORDANCE W/ FDOT INDEX NO. 310, 3, AT LEAST THREE (3) COMPRESSIVE STRENGTH CYLINDER SAMPLES SHALL BE TAKEN FOR EACH 10,000 SQUARE FEET OF PAVEMENT OR FIVE (5) PER JOB, WHICHEVER IS GREATER SLUMP SHALL BE 2 TO 4 INCHES (AASHTO T-119) COMPRESSIVE STRENGTH SOD ADJACENT TO ALL MITERED ENDS I VARIES W MIN.) L Y LIMITS LIMITS OF OF SOD SOD - 4 -_ 5 LIMITS IMITS EDGE OF DRIVEWAY OF OR ROADWAY SOD OF SOD - - - --7/ _ i- I 1' TYPE S-3 ASPHALT (MIN. 1000 P.S.I. MARSHALL) UIN CO 8 SHE LL I ELL COMPACTED " 0 TO 98% MAX. DENSITY (AASHTO T-180) AND TEST TO LBR 100 8' STABILIZED SUBGRADE (LBR 40) (9B7. COMPACTION AASHTO 7-180) FILL COMPACTED TO - w 98% MA X. DENSITY SEE WRITTEN SPECIFICATIONS FOR ADDITIONAL PAVEMENT AND TESTING REQUIREMENTS, CRETE PAVING SECTION CO TYPICAL ASPIIALTIC N N.T.S. SHALL HE REPORTED AT 7, 14, AND 28 DAYS, II MIN, 8' CONST. 3' CONIC. EXTENSION THIS POINT CORRESPONDS TO ELEVATION 4. CONSTRUCT UPON FIRM, STABILIZED GROUND, COMPACTED TO 95% MAXIMUM DRY DENSITY• PER FOOT 273, FOR SIDE DRAINS . OF TOP OF INLET GRATE C G BROOM FINISH, tV 5, SURFACE WITH LIGHT IN :.::......:::.:::. I 11-1 6. SOD ALL DISTURBED AREAS, 1 7. CONST, 6' THICK AT DRIVEWAYS ! 3�4"R 1 1/2 " DETAIL AND CULVERT TYPE PER PLAN SIDE DITCH GRADE L �. SIDEWALK / BIKEPATH SPECIFICATIONS 14 W js= - � - t i = w ...;:. '. i, :�,,, ::.:.,, ,:.;., :,.::* .-. ,, $r . P PAVEMENT I 'Is f'- p r'. DEVELOPER TO INSTALL SIDEWALKS ADJACENT TO COMMON AREAS. ': SIDEWALKS ON RESIDENTIAL LOTS TO BE CONSTRUCTED BY HOME a0 m -<7w ' ' - '` .� `""`' ' `' '" BUILDER. I 24" �I I BIT. COATED CMP SMALL BE USED AT ALL SEE FOOT INDEX N0. 272, 273 AS ,- , . M.E.S. SECTIONS FOR ADS CULVERTS APPLICABLE FOR CONSTRUCTION DETAILS I CONC. JACKET OR OTHER APPROVED OF MITERED END. DETAILS, DIMENS., I TRANSITION (FORMED METAL BAND) ETC. DEPEND ON TYPE AND OIA. OF PIPE. I SHALL BE USED TO COUPLE THE PIPES. SIDE DRAINS: FOOT INDEX 273 �OODOU �hD �llAl1VU� CLJ� CROSS DRAINS: FOOT INDEX 272 ID MITERED END SECTION i I . N. T.S. TOP OF CURB GUTTER GUTTER FLOW LINE . . II U.S.F. N0. 5105, OR 1-1/2, . I : �c' �_ EQUAL FRAME AND GRATE ^ , � FINISH GRADE _ - �9 �u \ y'.i r , Y. CURB " a ar' •►.: I4 1 t ::..:. o - 0, a �-` ,� ; , P. • .► :. :. �� Qk 22" SuflUARE W. . I �\ d . ` L I ' T ► 4'-0' MINIMUM OR LARGER • t� • i "• . .: { . j ;. AS REQUIRED ' . f ..' . '' ' • 1 " . . . I . GRA E AnON 0 FIQW L NE 0 ' ' 1. .. I . I I • % �:� : 4MOO.FI �i •MIA¢ I. CUR :. i (DRAINAGE 0 BOTH STREET AND REAR LOT LINE) I I I I ' �`'' : �' •:' ` +. 000ou 1 I :,:,.. • . , I I I 1 II • •; r..• •...i' I I { AS PIPE DLA. PLAN I I I A3 PIPE PLLAN f0• ..DJ. .AVEMENT . I I I I I .•,. .` / + . 0•► �, �-, . _ ?i -.4 I FLOW LINE ELEV. - f ►.... - 11 I //_� 0 -- - BOTTpp OM ELEV. I ; . �- :i 1 ` SL ` �` , 11 .. . , I swQQ � NOTE: ELEVATION I TOP VIEW I II . , -� S� 1. FOR JUNCTION BOX USE STANDARD STRUCTURE BOTTOM AND TOP SLAB 'TYPE P' OR `TYPE J', IN ACCORDANCE . I J WITH F.D.O.T. STANDARD INDEX No. 200. I. jJ 1i LOT GRADING TYPE A TYPICAL MODIFIED MIAMI CURB INLET (ALL DRAINAGE TO STREET) TYPICAL LOT GRADING DETAIL i. �i N.T.S. I I ROADWAY I 1 I 5, 20, 40' RIGHT OF WAY 20, I -- - . i' . I 5' 8' 2' 10' 10' �� I DUTIILITYYE li I EASES I 1" ASPHALT . ..I I 1z71 ROW (2') PAVEMENT . OF SOD MIN. 2%-§2Z SLOPE sL� ... ... ....... .. . 6' COQUINA SHELL COMPACTED -1. _ TO 98 ( MAX. DENSITY (AASHTO T-180) - I -I I -I I I_I I _ - 111=1 11=1 11=1 I I -III -III -I 11=1 11=1 11= . FILL COMPACTED TO III-III-III=III=III-i i 1=III=III=1 98X MAX. DENSITY TYPICAL ROADWAY SECTION . 11. I . 1 II II ;ALL PAVEMENT/ DRAINAGE STRUCTURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH F,D,O,T, ROADWAY AND TRAFFIC DESIGN STANDARDS AS FOLLOWS, STRUCTURE INDEX NO, CURB CUT/TRAMPS No, 304 DRAINAGE MANH❑LEI STRUCT, DOT, TYPE 'P' W/ SUMP, D❑T„ AND MANHOLE TOP TYPE 8, No, 200,201 TYPE 'C' INLET No, 232 TYPE 'F' INLET No, 233 CURBING II No, 300 MITERED ENDS No, 272 SIDEWALKS No, 310 - TYPE P-101INLET No, 200, 201, 215 1 I DRAINAGE STRUCTURES: 2'. 2' erT-P,V,C, CAP i I: PAVED ROAD/PARKING 79NT� P. l'. r. J V, 00 %',•q .Y..� ;•,;,:;•;,;!; 3 = _; cUcrrr_Ar rii-rir= rv-rv= ri_1 �, •.9: "r, , r- Z = _ \\ _\\\nV\$\U n���=���n���=��� r - r�r= r rc r a 5 11 SCHEDULE 40 WHITE P,V,C. 90• BEN .0 fiLENGTH REFLECTED IN BID TABULATION 1. CONTRACTOR TO INCLUDE NECESSARY P.V.C. 90• BENDS, P,V,C, CAPS, AND STUB -OUTS IN BID. HSCELLANE(OPUS CONDUT (NOT TO SCALE) 11 11 . I I I I 21 N.T.S. . i ') I I I 8' I 5' 1 DRAINAGE I U fILTTY EASEM'T I iI ---i ROW (2') I 1 OF SOD MIN. MODIFIED MIAMI CURB V STABILIZED SUBGRADE FBV 50) (98% COMPACTION AASHTO T-180) x2'S 4' O.C. PLACED :E DRIP LINE, OR AT )F EXISTING/PROPOSED ENT (AS REQUIRED) I It � . „ MASONS STRING W/I FLAGGED RIBBON ELEVATION CONTINUOUS AROUND NTS BARRIER 2 ROWS i TREE PROTECTION BARRIER . T MASONS STRING W/ FLAGGED RIBBON CONTINUOUS AROUND BARRIER 2 ROWS EXISTING TREE r _ � N � C) o O r V) W w 0 0 �J O Q- z O U In 0 Q 1- W p 0 0 z \ I n Gi Cd ui 3 Do 3 N I ( 0 -i Q rn 0 -11?Iyl 2 Y I" 6 .11 z !. ....1 `.l-� w C , E w 0� J Cfl Q � N I. I I 0)M a C � w -0I, I Z O -1 t 0 w LL � O =W . ]�U Z c1a ;. ; . 100%d' I CC O T i' � z >t LL1 g �- v F-- -LLJ I-- f M� N . L.�•J Z � W n pW U� I- f 1 ` j � T- Ln ,' . I -i 7 � i U �. co v li 11 J 1 - i 0 W Ld = zm I U I Cn LiJ CQ G Ld U 1 i Q a TRUNK DIAMETER VARIES I C,L= CERTIECAIlQI ( i JOSEPH W. SCHULKE I ,I' - 2X 's 4' o.c. PLACED FL REG. NO. 47048 I AT TREE DRIP LINE, OR AT ❑JOOAH B. BITII PLAN VIEW EDGE OF EXISTING/PROPOSED FL REG. NO. 57396 PAVEMENT (AS REQUIRED) NTS i 13WLIJAM TOODARD 9 05 NOTES: TREE PROTECTION. _ (A) ALL TREES RETAINED ON A SITE SHALL BE PROTECTIVELY BARRICADED BEFORE k DURING CONSTRUCTION ACTIVITIES. DATE:' (B) UNDERGROUND UTILITY LINES SHALL BE ROUTED AROUND EXISTING TREES TO TH ' - OUTSIDE OF THE DRIPLINE WHERE ABLE. HEE (C) INSTALLATION OF FENCES AND WALLS SHALL TAKE INTO CONSIDERATION THE ROOT ��++ SYSTEMS OF EXISTING TREES. V ry F 6 (D) FENCE / BARRICADE SHALL BE INSTALLED AT PERIMETFR OF ALL TREES OR GROUTP OF TREES TO BE PRESERVED. FENCE SHALL BE MAINTARIED DURING CONSTRUCTION. - PROJECT N0. 00-025 I