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Home My WebLink About1995 - Preliminary and Development PlanOWNER: SAN SEBASTIAN LAKES, INC. 10725 U.S. HIGHWAY *I SEBASTIAN, FL. 32958 MORTAGE HOLDER BARNETT BANK OF INDIAN RIVER CO. 601 21 ST. STREET VERO BEACH, FL. SEBASTAIN HIGHLANDS UNIT # 5 PROPOSED 25' WIDE STRIP TO BE DEDICATED TO THE CITY OF SEBASTIAN GARDENIA STREET EXIST 35' R.O.W. S 0'03' W ,> —� 5' WIDE UTILITY EASEMENT 18 I +1 Q N I Ln 0 . (\J 17 r6 1 CV ti z 1 \\�� RETENTI N RF O F- \� M V) t` n3��I _ 1 —� 2 LIJ 'C' �Q 53 AC S w O \s \ � ��Cn �� 15� WIDE TORMWATER U W _W W 00 MANAGEMENT ACTS Y LJ 2 RETENTION EA 2 0 ../ (13 O LUrr- LO 2 14.0 { — p �W `�I 154't� C LLJ a_ IS' WIDE 5TORM A R Q MAILIAGE�/IENT, RAC N I I 0Lr) �,. 0 57ACS. 75' IDE TCIR 1 1 R MAN GEM NT TR CT 0 S' WIDE UTILITY / RET NT1 N A / l 1 i(� gel 11.4 1l.�ff 3 5.25' _ SECTION C -C NO SCALE 20' WIDE PAVING, SEE PAVING SECTION SHEET Z OF ?- EX, 12" 0 C.M.P TO BE REMOVED IZ OS C M.P. W/MITERED ENDS INV • 9.0 N 10' EXIST PAVING ,ck,Q IB 17 12•' 0 OVERFL 16 PIPES 15 14 13 GRANDUER LJ LAKE/ w 12 I RET. II -7- 10 9 8 ENESSE t REENOMERNV i CONSTRUCT NEW PAVING FOR WESTERN HALF- WIDTH OF GARDENIA STREET. SEE DETAIL OF PAVING SECTION SHEET 2 OF Z / �v 957.37' /I-,' r APPROX. q OF EXISTING 5' WIDE DITCH TO 5E BASTIAN RIVER it OF DITCH 5' WIDE UTIL)TY EASEMENT A=52.40 12 C.M.P W/MITERED ENDS INV = WOO UNDEVELOPED LANDS N /F B HENRY FISCHER TOP OF BERM /MAX. SLOPE 3 : 1 (TYP) S00 8 STAKE TO STABILILIZE SLOPES (TYP) LAKE /RETENTION NORMAL WATER LEVEL (TYP.) SECTION A -A SCAL E: HORZ. 1 50' VERT.: 1 = 5 LEGAL DESCRIPTION A parcel in the Northwest quarter of Section 23, Township 31 South, Range 38 East, more particularly described as follows: Commencing at the Northeadt corner of said Northwest quarter run North 89* 05' 36" West along the North Section line 718.14 feet; thence South 0* 29' 22" West, 666.35 feet to the Point of Beginning. From the Point of Beginning run South 89" 05' 36" East, 723.25 feet to the East line of said Northwest quarter; thence South 0* 03' West, 957.37 feet to the North right of way of the abandoned Trans -Florida Central Railroad; thence South 38' 28' West, along said North line, 382.85 feet; thence North 31' 20' 56" West, 179.74 feet to a point on a curve concave Northeasterly, having a radius of 600 feet; thence run Northerly 552.45 feet along the arc of said curve through a central angle of 52' 45' 20"; thence North 21* 24' 24" East, 180.0 feet to a point on a curve concave Southwesterly having a radius of 140.0 feet; thence run Northwesterly 254.12 feet along the arc of said curve through a central angle of 104 00'; thence North 82' 35' 36" West, 110.0 ft to a point on a curve concave Northerly having a radius of 210.0 feet; thence run Northerly 306.04 feet along the arc of said curve through a central angle of 83` 30' to the Point of Beginning. All the above situated in Indian River County, Florida. NOTE: OUTBOUND SURVEY AND TOPOGRAPHICAL SPOT SHOTS PROVIDED AND BASED ON A PLAN PREPARED BY JAMES A. FOWLER LAND SURVEYING CO. DATED (2/26/85) P0. BOX 1677, 2345 14 TH. AVE. , SUITE 9, VERO BEACH FL. 32961-1677 SIGNATURE St SEAL OF SURVEYOR JAMES A, FOWLER, L.S. *3435 PROP LINE �?-- PLAN PLAN VIEW SCALE: 1 50' �Z �5 ZO D 12' WIDE PAVING 5EE PAVING 5ECTION SHEET 2 OF 2 - L,Srt OF STREET Ir MAX. SLOPE 3:1 (TYP.) SOD 8. STAKE TO STABILIZE SLOPES (TYP.) LAKE /RETENTION NORMAL WATER LEVEL SECTION B—B SCALE: HORZ.: I"=50' VERT.: I"= 5' Ct OF STREET S R.O.W. LINE II� 12" CMP e INV. = 15.0 CONC. BAG OR OTHER APPROVED SLOPE PROTECTION FOR ALL PIPE DISCHARGING INTO LAKES NOTE: This is to certify that the lands as shown on this plat are the property of San Sebastian Lakes Corp. and they hereby dedicate to the public forever all streets as shown thereon, except Blue Island Street, on the plat are herewith dedicated as private streets for ingress and egress by the owners of property in this subdivision and their agents, servants and invitees and not for other purposes. The private roads shall not be improved or maintained by the City of Sebastian until there is a formal acceptance of these roads or easements or tracts or any part thereof by the City. All of the above private roads, tracts, and easements shall be dedicated to the property owners for their use and shall be main- tained by the property owners. The cost of maintenance shall be shared equally on a per -lot -basis. The San Sebastian Lakes Prop- erty Owners Association, Inc. shall have the right to place a lien on the property lots in the event the owners fail to pay their share of the maintenance cost. REVISIONS No DESCRIPTION DR/APP I REVISED PER MC5BY LETTER OF 5/29/85 & TELECON OF 6/I-3/85 M.D. /E- M. SEBASTIAN ZONING & PLANNING COMMISSION APPROVED—!!!!—DATE; DISAPPROVED DATE EXCEPT NS: SITE DATA ZONING R -I COMP. LAND USE PLAN LD LEGEND ■-DENOTES PERMANENT REFERENCE MONUMENTS TO BE SET PRIOR TO FINAL PLAT APPROVAL r9ie .l FA MEET EX15TINC PAV)IJG WITH SMOOTH JOINT IZ R=Z5' EX. C.M.P TO REMAIN Z4' WIDE PAVED ENTRANCE ROAD PROP. GUARD HOUSE W/ SEPTIC- ON TRAFFIC ISLAND 5EE DETAILS ON SITE PLAN, SHEET 17.50 12' WIDE PAV)NG (-ryp) LOCATION MAP IM 1/2 APPROXIMATE SCALE IN MILES PRELIMINARY AND DEVELOPMENT PLAN FOR SAN SEBASTIAN LAKES SUBDIVISION CITY OF SEBASTIAN FLORIDA HM Sippel, Masteller, Lorenz & Hoover, Inc.CONSULTING ENGINEERS - LAND PLANNERS Rost Office Box 1 045 Sebastian, Florida 3295B 305 - 5BJ - 4800 DRAWN M.J.D. CHECKED 5. E. M. 'Title to all documents which bear the copyright DATE 3/8s of Sippel, Masteller, Lorenz & Hoover. Inc is vested soley in Sippel, Masteller, Lorenz & Hoover. Inc. These documents are provided to the owner FILE W, O. 14312 solely in connection with this project. Any other use or reuse of these documents or any repro- SCALE AS NOTED duction display, sale. or other disposition of theseOF ��(.��/1 Y(�e�f j/�� ;%1 bn documents by the owner is expressly prohibited R J , �y SHEET I - without consent of Sippel, Masteller. Lorenz & Hoover, Inc pursuant to the Federal copyright EARL H. MAST E L L E. r IIIP. E . F L . 266 5 8 DWG NO 65001law " DEVON AV_W j 4- O CLAIF-MLS, # OFERN AVy GRANDUER P R Q 'j —=C OC D a TULIP SI ►- z OEZ - 23 N �i d ►'^ >', AV / ENESSE t REENOMERNV i OLD SE -J GULFSTREAMAV 111 Lf TfRy L -J D o 0 MAJESTIC U at tn.-ON.764 AV RD (n q15WEETBAM� M (��F rREM L E r �^ RIVER r r o ;r�—ARFLO'WEN:X AVBRIDGEANCISCAN _ LOCATION MAP IM 1/2 APPROXIMATE SCALE IN MILES PRELIMINARY AND DEVELOPMENT PLAN FOR SAN SEBASTIAN LAKES SUBDIVISION CITY OF SEBASTIAN FLORIDA HM Sippel, Masteller, Lorenz & Hoover, Inc.CONSULTING ENGINEERS - LAND PLANNERS Rost Office Box 1 045 Sebastian, Florida 3295B 305 - 5BJ - 4800 DRAWN M.J.D. CHECKED 5. E. M. 'Title to all documents which bear the copyright DATE 3/8s of Sippel, Masteller, Lorenz & Hoover. Inc is vested soley in Sippel, Masteller, Lorenz & Hoover. Inc. These documents are provided to the owner FILE W, O. 14312 solely in connection with this project. Any other use or reuse of these documents or any repro- SCALE AS NOTED duction display, sale. or other disposition of theseOF ��(.��/1 Y(�e�f j/�� ;%1 bn documents by the owner is expressly prohibited R J , �y SHEET I - without consent of Sippel, Masteller. Lorenz & Hoover, Inc pursuant to the Federal copyright EARL H. MAST E L L E. r IIIP. E . F L . 266 5 8 DWG NO 65001law " ONE WAY c0 co N u� O O v C7 Z_ Z M X M P O o 1y 0 7� C00O 10 1 775 EHI (�" CoNC. CURB //TVP `,18.0 100 S.F OF DRAINFIELD 182 W SEPTIC TANK & DRAWFIELD_ 0Y PER CO. HEALTH DEPT, j 750 GALLON SEPTIC TANK 18.0 80 110 , 1 . \ 177$ r I7.7 C N 31° 201 56 it 179.741 PROPOSE PROPOSED GUARD HOUSE PERIMETER SIDEWALK PLAN OF PROPOSED GUARD HOUSE SCALE: II'=20' 0 1) A 1-R.O.W. LINE on t J .t. N N do 9' -0" (60' R.O.W.) 9'-0" (6O'ROW) � A REVISIONS No DESCRIPTION I REVISED PER M05BY LETTER OF 5/29/85 0 TELECOlU OF G/13/85 60'-0" 4 - PAVING WIDTH tE DETAIL 1 1/2 PAVING WIDTH - 1/2 PAVING WIDTH DR/APP M.D./E.M. R.O.W. LINE --a� 0- N N + � 9'-0" (60' R.O.W)1 9'-0" (60'14.00.) IE � 1/4" PER. FT. j 3 3 �I" THICK OF D.O.T TYPE II (MAX.) (MAX.) ASPHALTIC CONCRETE 0.10 - 0.35 GALLON / S.Y. GRADE RC -70 OR RC -250 D.O.T. APPROVED BITUMINOUS PRIME C OAT. TYPICAL PAVING CROSS -SECTION FOR BLUE ISLAND STREET E 8 EXISTING R.O.W. LINE SAWCUT EXISTING TOP PAWING IN A STRAIGHT LINE AND MEET NEWT _ AND EXISTING TOP PAVING IN SMOOTH AND EVEN JOINT I EXISTING PAVING 6" THICK LIMEROCK BASE' COMPACTED TO MMOMI/AA OF 95% MAX. DRY DENSITY (A. A. S. H. T.O.-180) ZZ 8" THICK IMPROVED SUBGRADE NIXED ANO STABILIZED TO A MNIMUM FLORIDA BEARING VALUE OF 50 RS,I. AND COMPACTED TO A MINIMUM OF 95 % MAXIMUM DRY DENSITY (A.A.S.H.T.O. - 180) NIM i� �„ I THICK OF D.O.T. T ASPHALTIC CONCRE 0.10-0.35 GALLON/S.Y. GRADE RC -70 OR RC -250 D.O.T. APPROVED BITUMINOUS PRIME COAT -UNLESS OTHERWISE NOTED ON PLANS 25'-01' PROPOSED R.O.W. LINE -• 1• 6'-0" 7 - 0� I TYPICAL PAVING CROSS-SECTION FOR GARDENIA STREET ADJACENT TO PROJECT SCALE: I"= 51 (HORZ. 8, VERT.) PLAN OF GUARD HOUSE /CONSTRUCTION DETAILS SAN SEBASTIAN LAKES SUBDIVISION CITY OF SEBASTIAN FLORIDA S Sippel, Masteller, Lorenz & Hoover, Inc. M CONSULTING ENGINEERS • LAND PLANNERS Rost Office Box 1045 Sebastian, Florida 3295B 305 - 5BJ - 4B00 DRAWN M.J.D. CHECKED S.E_ M. "Title to all documents which bear the copyright of Sippel, Masteller, Lorenz & Hoover, Inc is DATE 4/BS vested soley in Sippel, Masteller, Lorenz & Hoover, Inc. These documents are provided to the owner FILE WO, 14� 12 solely in connection with this project. Any other use or reuse of these documents or any repro- SCALE AS tJOTEO duction display, sale, or other disposition of these D /1 documents by the owner is expressly prohibited _ '�'er�-� k..1r� SHEET y OF 2 without consent of Sippel. Masteller, Lorenz & Hoover, Inc. pursuant to the Federal copyright EARL H. MASTE L L E R , P. E . F L . 26658 DWG NO gsool law." r IN i,/4" PIE FT I �_ 1-1 I I 1 . 3 / (MAX.) (MAX.) 6" THICK LIMEROCK BASE COMPACTED TO MINIMUM OF 95% MAX. DRY DENSITY (A.A.S.H.T.O.T- 180) 8" THICK IMPROVED SUBGRADE MIXED AND STABILIZED TO A MINIMUM FLORIDA BEARING VALUE OF SO PSI AND COMPACTED TO + -UNLESS OTHERWISE NOTED A MINIMUM OF 95% MAXIMUM ON PLANS DRY DENSITY (A.A.S.H.T.O.- 180) DR/APP M.D./E.M. R.O.W. LINE --a� 0- N N + � 9'-0" (60' R.O.W)1 9'-0" (60'14.00.) IE � 1/4" PER. FT. j 3 3 �I" THICK OF D.O.T TYPE II (MAX.) (MAX.) ASPHALTIC CONCRETE 0.10 - 0.35 GALLON / S.Y. GRADE RC -70 OR RC -250 D.O.T. APPROVED BITUMINOUS PRIME C OAT. TYPICAL PAVING CROSS -SECTION FOR BLUE ISLAND STREET E 8 EXISTING R.O.W. LINE SAWCUT EXISTING TOP PAWING IN A STRAIGHT LINE AND MEET NEWT _ AND EXISTING TOP PAVING IN SMOOTH AND EVEN JOINT I EXISTING PAVING 6" THICK LIMEROCK BASE' COMPACTED TO MMOMI/AA OF 95% MAX. DRY DENSITY (A. A. S. H. T.O.-180) ZZ 8" THICK IMPROVED SUBGRADE NIXED ANO STABILIZED TO A MNIMUM FLORIDA BEARING VALUE OF 50 RS,I. AND COMPACTED TO A MINIMUM OF 95 % MAXIMUM DRY DENSITY (A.A.S.H.T.O. - 180) NIM i� �„ I THICK OF D.O.T. T ASPHALTIC CONCRE 0.10-0.35 GALLON/S.Y. GRADE RC -70 OR RC -250 D.O.T. APPROVED BITUMINOUS PRIME COAT -UNLESS OTHERWISE NOTED ON PLANS 25'-01' PROPOSED R.O.W. LINE -• 1• 6'-0" 7 - 0� I TYPICAL PAVING CROSS-SECTION FOR GARDENIA STREET ADJACENT TO PROJECT SCALE: I"= 51 (HORZ. 8, VERT.) PLAN OF GUARD HOUSE /CONSTRUCTION DETAILS SAN SEBASTIAN LAKES SUBDIVISION CITY OF SEBASTIAN FLORIDA S Sippel, Masteller, Lorenz & Hoover, Inc. M CONSULTING ENGINEERS • LAND PLANNERS Rost Office Box 1045 Sebastian, Florida 3295B 305 - 5BJ - 4B00 DRAWN M.J.D. CHECKED S.E_ M. "Title to all documents which bear the copyright of Sippel, Masteller, Lorenz & Hoover, Inc is DATE 4/BS vested soley in Sippel, Masteller, Lorenz & Hoover, Inc. These documents are provided to the owner FILE WO, 14� 12 solely in connection with this project. Any other use or reuse of these documents or any repro- SCALE AS tJOTEO duction display, sale, or other disposition of these D /1 documents by the owner is expressly prohibited _ '�'er�-� k..1r� SHEET y OF 2 without consent of Sippel. Masteller, Lorenz & Hoover, Inc. pursuant to the Federal copyright EARL H. MASTE L L E R , P. E . F L . 26658 DWG NO gsool law." r IN