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HomeMy WebLinkAbout2010 - Site Plane Phase 1 & 2lY�'ii 1{�rLiYi =:'' d ill ••. ' .ter °-!+rami Joi "sli'filYwww1wi l - ` � -t X y t -�J s Akikwii" T OW - low - CT 0 =\J j `1 aSEBASTIAN, FLORIDA LOCATION MAP " 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. ENGINEER'S PROJECT No. 09-310 D OWNER SEBASTIAN CHARTER JR. HIGH SCHOOL, INC. 782 WAVE STREET SEBASTIAN, FLORIDA 32958 ENGINEER s1iK rr 1835 — 20TH STREET VERO BEACH, FL 32960 ,T PH. (772) 569-0035 'k. FX. (772) 778-3617 ENGINEERING, INC. MOIA BOWLES VILLAMIZAR & ASSOCIATES MELBOURNE, FL - PH (321) 253-1510 CONSULTING ENGINEERING CA #3728 FT. PIERCE, FL - PH (772) 468-9055 ARCHITECT BANOV ARCHITECTS, P.A. 2975 20TH STREET VERO BEACH, FLORIDA 32960 PHONE (772) 299-6565 FAX (772) 569-3939 SURVEYOR DAVID M. JONES 3899 39TH SQUARE VERO BEACH, FLORIDA 32960 PHONE (772)567-9875 FAX (772)567-9172 I INDC-X OF DRAWINGS 3 Cl COVER SHEET C2 EXISTING CONDITIONS PLAN C3 EROSION CONTROL PLAN C4 DEMOLITION PLAN - PHASE I C5 SITE PLAN - PHASE I C6 PAVING, GRADING, AND DRAINAGE PLAN - PHASE C7 UTILITY PLAN - PHASE I C8 LANDSCAPE PLAN - PHASE I AND PHASE 11 C9 DEMOLITION AND EROSION CONTROL PLAN - PHASE II C10 SITE PLAN - PHASE 11 C11 PAVING, GRADING, AND DRAINAGE PLAN - PHASE 11 C12 UTILITY PLAN - PHASE II C13 SITE AND LANDSCAPING DETAILS C14 PAVING, GRADING, AND DRAINAGE DETAILS C15 EROSION CONTROL DETAILS C16 WATER DETAILS AND SPECIFICATIONS C17 WATER AND SANITARY DETAILS Aga WA�L a ❑ AAROAI J. S # 313 lot t • .i'y{�wNi. '�i'r,�rv6 .c� 4�'4' a, ,,,�,�,yt,"k�� INDC-X OF DRAWINGS 3 Cl COVER SHEET C2 EXISTING CONDITIONS PLAN C3 EROSION CONTROL PLAN C4 DEMOLITION PLAN - PHASE I C5 SITE PLAN - PHASE I C6 PAVING, GRADING, AND DRAINAGE PLAN - PHASE C7 UTILITY PLAN - PHASE I C8 LANDSCAPE PLAN - PHASE I AND PHASE 11 C9 DEMOLITION AND EROSION CONTROL PLAN - PHASE II C10 SITE PLAN - PHASE 11 C11 PAVING, GRADING, AND DRAINAGE PLAN - PHASE 11 C12 UTILITY PLAN - PHASE II C13 SITE AND LANDSCAPING DETAILS C14 PAVING, GRADING, AND DRAINAGE DETAILS C15 EROSION CONTROL DETAILS C16 WATER DETAILS AND SPECIFICATIONS C17 WATER AND SANITARY DETAILS Aga WA�L a ❑ AAROAI J. S # 313 lot rn N co 0 1 2 3 4 5 6 7 F - Z W CY) L N W 0 0 Q W W 6' HIGH WOODEN FENCE WITH ll EXISTING L 0 I 4- SELF CLOSING GATE `f PROPOSED 30" -HIGH TRANSFORMER {- INTENSITY STOP SIGN WITH PROPOSED 5'X10' PROPOSED 5 X10 PROPOSED DUMPSTER m 24 WIDE STOP BAR CONCRETE PAD CONCRETE PAD TO REMAIN AREA IN PHASE I AND Of " BIKE RACK IN PHASE II o 0 WITH NO RIGHT TURN' 7c3\)-j(:)'03"E 377.10' - - - - - - - - MOUNTED BELOW FOUND 3/4" IRON +--- � 10,-- -- ---- - I -- -- ROD & 3435 CAP 25' SETBACK I E IRAIJSF01 vt'�x , . - L� _ "DO NOT ENTER" SIGN - 1.05'N, 1.25'E SETBACK - - - - - - -----------------------I-----------------� - �o - ---� _ '�\\ ' \`��\\�'ti\\\\�,\�\\\`.\\`'•.\ �\�\\\r;'TERMINATE ."D"-: CURB=, i 17:02 ..s - \\ 210 \ I ,=;;%, :WITH 3 TRANSITION,A4'%;.,, \ REFER TO ARCHITECTURAL PLANS FOR EXISTING TING IGHT POLE RELOCATIONS '••"'°�#k'; r'"� �`''� \ S L I _ °•'• r , 1J.._ ap.',::•�4,^. :;'1$a:}��.,'i- •t_ r•O� '. AX'Y'.i,,.t+.FF [ \ PHASE 1 I :' xza' i,':;:�,,:. :/, /•w" ;'kj �.:i.� .I�Y ;yam:,' - ` - - BUILDING Q - -o t Y:fp F.-: w.:: \ FLUSH \, .- 3.. ;a'; X20 CiJ {. lx .1;+ t. e:sa, , .:. ,... SIDEWALK I 1;g = ;;•: ,.,.: xy,r; PROPOSED 5 r,'1;`,.:€:;> CONCRETE PADS .� I I 16,500 SF^�.,�-------------------- Imo" I trs?ry°3y' t. X :; 9�i::1' Fsr.; s; ,iiroS;' Zy£4 y'g. Y. y;. F.F.E. - 24.15 ��` ��� �� - :� ,:.:�:.�.:::' .':CIF° TYPE.' F \ PROPOSED HANDICAP SIGNS \ F ' .fiN�"I MODIFIED CURB 70 6 122.96' '_ _ ,12137': \ \ 150 I--------------------------`--L-------�) _ _9 _ 9 •� - - Y� \ I PROPOSED TRUNACTED _� 5' WIDE X 10' SHED DOMES (TYP.) +.(lll/�':=' F; CONCRETE PAD TO4. 20.09 -_ - c� _ +:psi.:'"" ' �_ 7' WIDE X 10' 7' BI -.00K Q, VINYL <� WOODEN LANDING WALL \ �I Ia) I_ f o> I MC 20.02_' y..".:- N c - PROPOSED 5'X20'" e ( ( I © CONCRETE PAD I \ Ll- \ LANDING\ y::,•�{.:.: , , FLUSH SIDEWALKxv ; ' 5' WIDE WOOD \ T.'RPPAP r RAMP TO EXISTINGy). NOT TO EXCEED 1:12 \$°F:4";,;PAINTED / \ I �, 2 (REFER TO ARCHITECTURAL 1 STORY MODULAR BUILDING"F" - MMITE;"STRIPES.; '. � / � 56 LF OF TYPE F LOT 4 I I PLANS FOR DETAILS) FINISH FLOOR 21-.15 NGVD ..'y..:.r:;;.p;,;_: / ' \ MODIFIED CURB d\ 5. 5 :. 0 / $0 I \ I ,�' (TO REMAIN IN PHASE 1) \ (,:.' \ ( yx PROPOSED WOODEN \ --------------- STAIRS AND LANDING I \ (REFER TO ARCHITECTURAL PLANS FOR DETAILS) � PROPOSED "DO NOT I ; ASPHALT. ENTER" SIGN -� AVEMENT-`` o AC PAD 864 SF 'TEMPORARY', ` PORTABLE ;FFE= 24.15', {' TEMPORARY CLASSROOM MODULARtSS• .. , TO BE INSTALLED PER MANUFACTURES- SPECIFICATIONS. ANUFACTURES SPECIFICATIONS. RE: ARCH. PLANS FOR ` " w '' 25' I RAMP DETAILS } \ , TERMINATE D C SETBACK I - 24 <. _ WITH 3''',TRANSI t - FOUND 3/4" IRON ROD & 3435 CAP 0.59'N, 0.58'E 48 HOURS BEFORE DIGGING CALL TOLL FREE 17800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. FOUND 3/4" IRON Rnn V 147,5 (-'AP "r } PROPOSED SAND PROPOSED 30" -HIGH �� INTENSITY STOP SIGN WITH CEMENT ENDWALL PER �? o : FDOT INDEX No 258 o C) PROPOSED WOODEN 24" WIDE THERMOPLASTIC REFER TO DETAIL _ y (n STOP BAR SHEET C14 / TOP Of 'BANK v y r� STAIRS AND LANDING Q z w �: _ (REFER TO ARCHITECTURAL M a, v. PLANS FOR DETAILS) 0 - - S 139°50'03"W 383.90' - - COLLIER WATERWAY SITE PLAN -PHASE 1 REVISIONS DATE JOB NO.1 09-310 DESIGNED TJ H DRAWN JNL DATE AUG. -2010 di CHECKED AJ B ENGINEERING, INC. DATE ISSUED MONTH -YEAR MOIA BOWLES VILLAMIZAR & ASSOCIATES SCALE 1 " = 20' CONSULTING ENGINEERING CA #3728 N GRAPHIC SCALE 20 0 10 20 40 I I I *, ' ..,,.,.,. 4 UI��D PK NAIL sm go FM 6ml� aI :( IN FEET ) OJECT DENCIi`;1ARK, '.50 I'-IGVD I 1 inch = 20 ft. FOU 14D 4X4 CONCRETE MONUMENT & 6598 CAP SITE INFORMATION PRM. GENERAL NOTES OWNER 1. CONTRACTOR IS RESPONSIBLE FOR CHECKING ACTUAL SITE SEBASTIAN CHARTER SCHOOL JR. HIGH, INC. CONDITIONS BEFORE STARTING CONSTRUCTION. 782 WAVE STREET SEBASTIAN, FLORIDA 32958 2. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE COMMENCING WORK. SURVEYOR I DAVID M. JONES 3. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS BEFORE 3899 39TH SQUARE RIGHT OF WAY COMMENCING WORK. VERO BEACH, FLORIDA 32960 j BUILDING HEIGHT - 15. ALL MATERIALS AND LABOR UNDER THIS PROJECT SHALL BE IN PHONE (772)567-9875 STRICT ACCORDANCE WITH REQUIREMENTS OF THE CITY, COUNTY, ALLOWED PROPOSED WATER MANAGEMENT DISTRICT, FDEP AND THESE PLANS AND HIGHEST ROOF .................. 35' 26' SPECIFICATIONS. BELL TOWER. ............ 35' 34' 4. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION OF ALL EXISTING BUILDING SETBACKS FOUND 5/8" IRON I 17. ALL APPROVED PERMIT CONDITIONS, INCLUDING BUT NOT LIMITED TO REQUIRED PROPOSED ROD & 3435 CAP CIN, DOT, FDEP, AND COUNTY, SHALL BE MET BY CONTRACTOR FRONT ............................... 25' 100' 3.52'N, c .G5'[_ PRIOR TO CERTIFICATION OF COMPLETION BY ENGINEER. SIDE (N) ........................... 10' 10' UTILITIES. THE CONTRACTOR SHALL CONTACT ALL CONCERNED ZONING SIDE (S) ........................... 50' 63' SPACES SHALL BE STRIPED IN WHITE, RETRO -REFLECTIVE TRAFFIC REAR ................................. 25' 25' 20' UTILITI' EASEMENT FOUND UTILITIES AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION OPERATIONS. PUD (C) ROD & 4 .05 CP -P &BRIDGE CONSTRUCTION, 2004, SECTION 710. ALLOWED PROPOSED 0.67'1 , 0.63r- 19. ALL HANDICAPPED PARKING SPACES SHALL BE PROPERLY SIGNED AND MAX BUILDING COVERAGE 60% 27.5% - I ORB 1243, PG 321 EDITION. I PARKING REQUIRED = 1 SPACE/10 STUDENTS(240 STUDENTS) = 24 SPACES _ 20. ALL COMPACT SPACES SHALL BE MARKED COMPACT ON THE STALL "COMPACT" ---= PARKING PROVIDED = 24 SPACES (22 STANDARD AND 2 HANDICAPPED) - �-- _---- --__- - OR TIRE STOP. ---- - 21. ALL STRIPING WITHIN COUNTY, CITY OR FDOT RIGHT OF WAY SHALL CONSTRUCTION SCHEDULE BE RETRO REFLECTIVE TRAFFIC PAINT (THERMOPLASTIC). C_" END CONSTRUCTION SEPTEMBER 2011 FOUND 4X4 CONCRETE PERMITS REQUIRED 5. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN TO BE MADE LAND USE CITY OF SEBASTIAN SITE PLAN APPROVAL SJRWMD ERP MODIFICATION IRC FIRE DEPARTMENT APPROVAL INDIAN RIVER COUNTY UTILITY DEPARTMENT CITY OF SEBASTIAN LAND CLEARING WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER. PLANNED COMMERCIAL DEVELOPMENT CITY OF SEBASTIAN STORMWATER FDEP NPDES PERMIT RELOCATED SIGN 6. ENGINEER SHALL BE NOTIFIED AT LEAST 48 HOURS IN ADVANCE FOR FLOOD ZONE THE SUBJECT PROPERTY IS LOCATED IN FLOOD ZONE 'X' PER F.I.R.M. PANEL No. 12061 CO078 E, DATED MAY 4, 1989. I (SIN PERMIT BY OTH RS) ANY INSPECTION. EXISTING SITE DATA 7. MINIMUM COVER OF ALL UTILITIES SHALL BE 36"UNLESS STATED SITE AREA = 93,833 SF = 2.15 Ac = 100.0% 110' UTILIT'-' ORB 134 EASEMENT PG 2960 I OTHERWISE. EXISTING BUILDING AREA EXISTING CONCRETE AREA EXISTING PAVEMENT AREA = 8,444 = 1,248 = 15,496 SF SF SF = 0.19 Ac = 0.02 Ac = 0.35 Ac 9.0% 1.3% = 16.5% W 8. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION O k) I UNLESS NOTED OTHERWISE. EXISTING AREA IMPERVIOUSOPEN EXISTING AREA = 68,645 SF = 0.57 Ac = 73.2% I �D 9. SOD ALL DISTURBED AREAS W PROPOSED PHASE I SITE DATA 1'f 10. CONTRACTOR SHALL BE THOROUGHLY FAMILIAR WITH THE PROJECT, SITE AREA = 93,833 SF = 2.15 Ac 100.0% I w } THESE PLANS AND SPECIFICATIONS, AND ALL LOCAL, STATE AND /��// FEDERAL AGENCY REQUIREMENTS FOR CONSTRUCTION OF THE EXISTING BUILDING AREA = 8,444 SF = 0.19 Ac 0.39 Ac - 9.0% 18.5% L.L > PROPOSED IMPROVEMENTS PRIOR TO CONSTRUCTION. PROPOSED BUILDING AREA = 17,364 SF = = TOTAL BUILDING AREA = 25,808 1,248 SF SF = 0.59 Ac = 0.02 Ac = 27.5% = 1.3% I IC) 11. CONTRACTOR SHALL COMPLY WITH ALL OSHA REQUIREMENTS FOR EXISTING CONCRETE AREA = Ac CONSTRUCTION. PROPOSED CONCRETE AREA = 1,042 SF = 0.02 = 1.1% I o I•- CONCRETE TO BE REMOVED = 272 SF = 0.00 Ac 0.2% rn W T C7 12. ALL EXCESS CONSTRUCTION MATERIAL AND WASTE TO BE HAULED TOTAL CONCRETE AREA EXISTING PAVEMENT AREA = 2,018 = 15,496 SF SF = 0.04 Ac = 0.35 Ac _ 2.1% 16.5% L5 OFF-SITE AND DISPOSED OF PROPERLY AT CONTRACTOR'S EXPENSE. PAVEMENT TO BE REMOVED PROPOSED PAVEMENT AREA - 15,496 = 13,907 SF SF = 0.35 Ac = 0.31 Ac = 16.5% = 14.8% a O 13. CONTRACTOR SHALL TAKE EXTREME CAUTION WHEN EXCAVATING TOTAL PAVEMENT AREA = 13,907 SF = 0.31 Ac = 14.8% I NEARBY EXISTING UTILITIES. PROPOSED IMPERVIOUS AREA = 41,773 SF = 0.95 Ac = 44.5% `'•`: 14. CONTRACTOR SHALL INFORM ENGINEER OF ANY CONFLICT BEFORE ANY PROPOSED OPEN AREA = 52,060 SF = 1.19 Ac = 55.5% I � I FURTHER WORK IS COMPLETED. I N q ijofTq,Foji, j- C71 ROD & 3435 CAP 0.58'N, 0.61'E LEGEND: TAX PARCEL I.D. NUMBER(S) r///A SWALE AREA TO BE FILLED 13-31-38-00000-1000-00001.3 SITE ADDRESS II PROPOSED CONCRETE 782 WAVE STREET le SEBASTIAN, FLORIDA 32958 PROPOSED WOOD RAMP DRAINAGE DATA THE SITE IS LOCATED IN THE EXISTING CHESSER'S GAP PUD. DRAINAGE FOR THIS PARCEL HAS BEEN APPROVED BY THE S Y:`'.. PROPOSED ASPHALT PAVEMENT ST. JOHN'S RIVER WATER MANAGEMENT DISTRICT AS PART OF t . THE OVERALL CHESSER'S GAP PROJECT. THE APPROVED MAXIMUM PERCENT OF IMPERVIOUS AREA ALLOWED FOR THE EXISTING LOT IS 80%. THE PROPOSED IMPROVEMENTS FOR THIS LOT WILL NOT INCORPORATE ANY ADDITIONAL IMPERVIOUS AREA. TRAFFIC STATEMENT , ADT (PRIVATE SCHOOL K-8) = 2.48 TRIPS/STUDENT = 2.48 x 240 STUDENTS = 595 TRIPS 1835 - 20TH STREET SHEET VERO BEACH, FL 32960 PH. (772) 569-0035 C5 FX. (772) 778-3617 SEBASTIAN CHARTER JUNIOR HIGH SCHOOL SITE PLAN - PHASE 1 AARON J. BOWLES 17 FL. P.E.#55313 OF MELBOURNE, FL - PH (772) 468-9050 FT.5 CITY OF SEBASTIAN FLORIDA DIM 10 LU1 ` 09-310 BUILDING HEIGHT 15. ALL MATERIALS AND LABOR UNDER THIS PROJECT SHALL BE IN STRICT ACCORDANCE WITH REQUIREMENTS OF THE CITY, COUNTY, ALLOWED PROPOSED WATER MANAGEMENT DISTRICT, FDEP AND THESE PLANS AND HIGHEST ROOF .................. 35' 26' SPECIFICATIONS. BELL TOWER. ............ 35' 34' 16. MAINTENANCE OF TRAFFIC SHALL BE ACCORDING TO FDOT INDEXES. BUILDING SETBACKS FOUND 5/8" IRON I 17. ALL APPROVED PERMIT CONDITIONS, INCLUDING BUT NOT LIMITED TO REQUIRED PROPOSED ROD & 3435 CAP CIN, DOT, FDEP, AND COUNTY, SHALL BE MET BY CONTRACTOR FRONT ............................... 25' 100' 3.52'N, c .G5'[_ PRIOR TO CERTIFICATION OF COMPLETION BY ENGINEER. SIDE (N) ........................... 10' 10' 18. ALL PARKING SPACES WITH EXCEPTION OF THE HANDICAPPED PARKING SIDE (S) ........................... 50' 63' SPACES SHALL BE STRIPED IN WHITE, RETRO -REFLECTIVE TRAFFIC REAR ................................. 25' 25' PAINT AND BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF REQUIRED PROPOSED FOUND IRC N TRANSPORTATION (FDOT) STANDARD SPECIFICATIONS FOR FOR ROAD OPEN SPACE .................... 25% 55.5% ROD & 4 .05 CP -P &BRIDGE CONSTRUCTION, 2004, SECTION 710. ALLOWED PROPOSED 0.67'1 , 0.63r- 19. ALL HANDICAPPED PARKING SPACES SHALL BE PROPERLY SIGNED AND MAX BUILDING COVERAGE 60% 27.5% ' STRIPED IN ACCORDANCE WITH FDOT STANDARD INDEX 17346, 2010, EXISTING PARKING DATA EDITION. PARKING REQUIRED = 1 SPACE/10 STUDENTS(240 STUDENTS) = 24 SPACES _ 20. ALL COMPACT SPACES SHALL BE MARKED COMPACT ON THE STALL "COMPACT" ---= PARKING PROVIDED = 24 SPACES (22 STANDARD AND 2 HANDICAPPED) - �-- _---- --__- - OR TIRE STOP. ---- - 21. ALL STRIPING WITHIN COUNTY, CITY OR FDOT RIGHT OF WAY SHALL CONSTRUCTION SCHEDULE BE RETRO REFLECTIVE TRAFFIC PAINT (THERMOPLASTIC). START CONSTRUCTION AUGUST 2010 END CONSTRUCTION SEPTEMBER 2011 FOUND 4X4 CONCRETE PERMITS REQUIRED MONUMENT & 6598 CAP PRM CITY OF SEBASTIAN SITE PLAN APPROVAL SJRWMD ERP MODIFICATION IRC FIRE DEPARTMENT APPROVAL INDIAN RIVER COUNTY UTILITY DEPARTMENT CITY OF SEBASTIAN LAND CLEARING CITY OF SEBASTIAN RIGHT OF WAY CITY OF SEBASTIAN STORMWATER FDEP NPDES PERMIT FDEP POTABLE WATER PERMIT CITY OF SEBASTIAN SIGN PERMIT (BY OTHERS) FLOOD ZONE THE SUBJECT PROPERTY IS LOCATED IN FLOOD ZONE 'X' PER F.I.R.M. PANEL No. 12061 CO078 E, DATED MAY 4, 1989. LEGEND: TAX PARCEL I.D. NUMBER(S) r///A SWALE AREA TO BE FILLED 13-31-38-00000-1000-00001.3 SITE ADDRESS II PROPOSED CONCRETE 782 WAVE STREET le SEBASTIAN, FLORIDA 32958 PROPOSED WOOD RAMP DRAINAGE DATA THE SITE IS LOCATED IN THE EXISTING CHESSER'S GAP PUD. DRAINAGE FOR THIS PARCEL HAS BEEN APPROVED BY THE S Y:`'.. PROPOSED ASPHALT PAVEMENT ST. JOHN'S RIVER WATER MANAGEMENT DISTRICT AS PART OF t . THE OVERALL CHESSER'S GAP PROJECT. THE APPROVED MAXIMUM PERCENT OF IMPERVIOUS AREA ALLOWED FOR THE EXISTING LOT IS 80%. THE PROPOSED IMPROVEMENTS FOR THIS LOT WILL NOT INCORPORATE ANY ADDITIONAL IMPERVIOUS AREA. TRAFFIC STATEMENT , ADT (PRIVATE SCHOOL K-8) = 2.48 TRIPS/STUDENT = 2.48 x 240 STUDENTS = 595 TRIPS 1835 - 20TH STREET SHEET VERO BEACH, FL 32960 PH. (772) 569-0035 C5 FX. (772) 778-3617 SEBASTIAN CHARTER JUNIOR HIGH SCHOOL SITE PLAN - PHASE 1 AARON J. BOWLES 17 FL. P.E.#55313 OF MELBOURNE, FL - PH (772) 468-9050 FT.5 CITY OF SEBASTIAN FLORIDA DIM 10 LU1 ` 09-310 V) Cy) CV 1 CD 0 1 2 3 4 5 6 7 i_o -r- q 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. REVISIONS f I., , P. !c .,j . 1. tr() , (2-)( 6) I I � c0 J_. .I Z r . g N $ -. W �,j V) 0 ,. _ a vj' ) wd r) LOT' 4 �,t r ' D i) � - F . � m 0 Q 0-1 I _ _ N (`>9*50'03 E 377./10 _ _ _ _ _ - _ _' 25' (SETBACK -- - - I - - ® -1 - - - - PROPOSED BIKE - - - - I - :'s.�,' I L1_-1RA1'1SFOf�h�9 _� .-' RACK AREA I I _ SETBACK F,,-------_- ----__-,- --------------------------- - .-- - - ----- __ ---- jj9-_--- -- \\ \ - . � _.. - _�.0 \ \ - _ c', -' --C' -Imo' - - �-c--.'T•tl� .-I. I I ;i_.A.':k,'(,,''. \� 2. �`\\ �\ \\\\\ \ ' \ •: - _... .,... `. ril , .. .:..y: .;is , I k• ., y i I.. r. . r::::.'.• _ ... ... .. ... . , .. .. ... {+,% ..... 1.. _ _ , .! ,'9 -.. _. .a .. , '-_ 'fir: - ,�'V , / :7 1 } ) f s:' I \ ... • :.:. - 7. _ 4 , - t�•• :.1741, � I'''.i'?,•,;• •_.. r - t': ..r. I / :J :v \ , :'!n ; :a;; '<" EXISTING °STOP'.SIGN :< iwr: :;< it I. :°; :.Y: AND STOP BAR + -1. -" •'. _ ,., 1•' ,. F ;,.' I xx -i,' 1. P / Y': ''a } cp HAS -% .f. _ _ E 1 •: i' _ �s' :,7 i. •I i : l�. �'. I - BU _ ILD _ ING r� :.; . � 3 - /�� i. \ / I 2�1 J a.J ,500 SF `i:.. �. \♦ .- ____ ___- _- _..__ .-. ... ._- _..-. --. ... .-._" -___ _.-. -- - - __._ _- -- -- - -_ _- - - `_ -- •- _- - -- _- -- - -_ -_ - ♦ • 1`t^`�•' _ - F%�.�� lJ` ;I• = I s _ ,-, i .1\ / I ;:5 \ F.F.E. 24.15 I ;�,;. / \ r �; '�- L. _ Y1. r4- Y- ,,v� v--11; I :±%�',.r I' �:S^ ..A:1 •' 1 ,S ' L _j I/ t ;g ; ti`u 1 \ ;i' 'r \ r.'a Y ,:.. . -,a.- .;, ,,: v e+ `;.n _ i`c URB I�.`:�•,.- �: .� I \\ :.- / ' _'IRAN SI TION . �) d:\:. K.,4. !: 1' :1 I I I I :� \ '.\� _a R,,.� PROPOSED , `.€ ^. . !I / \ \\ /i\ \ 3° ,A: 4" EDGE STRIPE' r I - ..I' I I I °. =° I •i ;'. `. 4 i}. . / \ P AI NTED •YELLOW I \ ; i`, \ :. t - . ., \k. ... I. -24 11\, - - a..u:Yr 'r ''fi. 1.\ �- - ! ".!. , %'r.'"'t, "<, •'' l i+ :Jar `'(' I_ PROPOSED- }.:::_.':`s.:I;,z:za,';., ::s.., �, 1,, €; xtf� •=1 {• ``,• }`;' amt: _ °,'::, \ f -'- - - TYPE'.D, •CURB'`': �'_ qF". + s :r•I`' .I . 20' UTfLIT T \ i .., y. \ . I ,, - - ORB 124 PG 321 \ II r ,a a :I I , P =_: HA SE• II I w '.' 71.17 :�. ::. :,� r:�. I :' ..y I _, 1 t �. 7 - :'� ! F • R: r I COVERED ;%I :. *_° y 811 I e s A `. i' :.:::::.�:::. ai;: b. -\ •r 4 0 } II 'ic.}',:, Gr :.#mac. .'{- I 3 1 I' I ; k0 :_u` ,I ; \ r W k.r 1 a: r',.,x' ENTRY z:.. �:,:. n i . -; !§fi J V .. .., I ............ g- m . :i+ It e - \ \ -. •' . _ f .. . .. ; . ..• . •'. L. ............::....... ............... �- J:-- - II LL's - _ �I. \ I o , :,� .- . 34.83 \ r t• < 1,F r,,i r\ L T �7 L .? :,; ;% �i, '\ - ad ,:• 1 TI 0' U LI T EASEMENT `} �j..1 l �T•. ..'v` XI TI E S NG' 'TYP , .+ E� x} Co..I / \ M " /5 P H S A E :,. • II :�-n ORB 1 4 3 P } . � .s-.' G 296 F• M IF 0 OD I �i. ED. C R �E'' d '; B ` w U �' w \ / P C O u 1-'' F SED w '\ .R0 :. ;'. \ . I .;;: ;)::.. ;'�r �1_ OPT; I .• � :',:• :"; � < N C O URT. Y \ ,. . ARD I / :'; , t I,-- \ __ .., , .. ` . � \ / � �'�•::1rDGE .STR ; - w 1 50.6 1 o 7 I �' I T \ ::F'' ED / AIf�1 YEL ► I ' :'�J i a �' .......... .......... ......... \ aS.' s r' •a. ' ti: \ Y A I\ n t. .a 4 .' _ :.fit`: �. . \ 1 I 1 , \ ,. .: ' . , .... _ :< a . • ... _ . ............:. . \ `1.20.50 E . . 50 {+::..,,::.; ; . 10' N \ / :_, 8:: 1 20 50 - 5 - - - 12 20' , . Z w . U., I _ :') \ I \1. , Is. -1 / r T -� }S T I V r ' .l'''! • •"F ..rrkk�� • S, `F u• i% I /\\ I `\ / . \ t 1.:'F r I i . ii ' 7 / � a' n6 � \ ,1, >. :. w ♦ , :1'sr''�! f {, I I Ozv. - 1��k I\ - Y' .'. :1 I11 \ 1� Y \ I t •r'` �J•r , r .n :... :, ,, i;:::: �': I i._ I �n O - - - -_... . ......... ................ ..............: ........................ -- ....- ' "- - - '- PHASE 4 59.33 II •:;:�.: :,,'• 9d .�, �, i vJ I.- : _ I i� BUI .. \' .r, r NN DING :E :7� , CO ECT T X 0 E I TI cc I '4 I S N . " ;. ''z:_ d W C7 :: t:1 <s... CONCRETE A ,, . 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AND STOP BAR' \ - ti. i Ill - - - - - -- - "-------- . ....-"---"- - .- --_..... _ .. . - -- _ _ _ - - --.,- _ _ -- - - - - - - - ' - --- --- ---- - -- - - - - "--- - ---- - - - - - -- -- _ -- -- - - - -- ----I - -- - - -- - - - - - -- -.--,------- - -- - - - - - -- - --- - --- �` } -_ - - - -- i.. _.- - . --------------- ------ --------------- ___ - -' -- : ___ -__- - _ - - - _ - - - -- - "-- ------------" - .-.---,.. .. ----- --------------- - --------•-"--,..- - -" --- - ----------- - -- ..._.._ -- - - - _ - - _ - _ - ------------ -- - -- ..- .. _... - - - -- ----.._._ .. -- - -- - - - .... I -- - I[_II . _ _ _ - - ---- - - - --- - -- -- -- - -- - - -- - - - -- -- - --- - -- - --- - - - -- - lIll �_�) --- --- -- -- - ---- -- - - ---- --- - --- -- --- _ - -- ,----- - - - - - - -- - " -- - -- - -- - - -" --- - --- - - - - - - - + v ----y-- o ID -- -- -- - -- -- �19°'=,t.,' "V^J 1 3.90 - - 'i -- -- -- -- -- \--\ I COLLIER WATERWAY SITE PLAIN - PHASE II SCALE 1 " = 20' I GATE JOB NO. 09-310 DESIGNED TJ H - DRAWN JNL 139 "I " , , " - . '_ , I DATE AUG. -2010 ""M I CHECKED AJ B ENGINEERING, INC. DATE ISSUED MONTH -YEAR MOIA BOWLES VILLAMIZAR & ASSOCIATES I SCALE 1 " = 20' CONSULTING ENGINEERING CA #3728 1835 - 20TH STREET VERO BEACH, FL 32960 PH. (772) 569-0035 FX. (772) 778-3617 MELBOURNE, FL - PH (321) 253-1510 FT. PIERCE, FL - PH (772) 468-9055 N I LEGEND: I V[.*-,i-_--"f,.,.--,-,-.-----.--I r EXISTING CONCRETE . " dPROPOSED CONCRETE I. EXISTING ASPHALT PAVEMENT INSTALLED IN PHASE PROPOSED PHASE II ASPHALT PAVEMENT SEBASTIAN CHARTER JUNIOR HIGH SCHOOL CITY OF SEBASTIAN FLORIDA SITE PLAN - PHASE II y I- 1� 1 GRAPHIC SCALE 20 0 10 20 40 I 1 1 6m no I 1 03 em C31=1 ( IN FEET ) 1 inch 20 ft SITE INFORMATION OWNER SEBASTIAN CHARTER SCHOOL JR. HIGH, INC. 782 WAVE STR EET SEBASTIAN, FLORIDA 32958 SURVEYOR DAVID M. JONES 3899 39TH SQUARE VERO BEACH, FLORIDA 32960 PHONE (772)567-9875 ZONING PUD (C) LAND USE PLANNED COMMERCIAL DEVELOPMENT EXISTING PHASE I SITE DATA SITE AREA = _ 93 833 F S 2.15 Ac 100.0% EXISTING BUILDING AREA = 25.808 SF_ 0.59 A c_ 27.5% EXISTING= _ _ CONCRETE AREA 01 EA 2 8 SF .04 Ac 0 2.1 EXISTING PAVEMENT AREA = 13,907 SF = 0.31 Ac = 14.8% EXISTING IMPERVIOUS AREA - 41 773 SF - 0.95 Ac - 44.5% EXISTING OPEN AREA = 52,060 SF = 1.19 Ac = 55.5% PROPOSED PHASE II SITE DATA SITE AREA = _ 93 833 F S 2.15 Ac= 100.0% EXISTING UI = _ _ BUILDING AREA 25 80 F 8S 0.59 Ac 7.� , 2 5. PROPOSED BUILDING = _ _ LD G AREA - 3,530 SF 0.08 Ac 3.7% BUILDINGAREA - _ _ EA TO B E 9 30 REMOVED 8 SF 0.21 Ac 9.9% TOTAL BUILDING = _ _ AREA 20 0 30SF 0.45 Ac 1 � 2 .0 . EXISTING CONCRETE AREA = 2,018 SF = 0.04 Ac = 2.1% PROPOSED CONCRETE AREA = 8,930 SF = 0.20 Ac = 9.5% CONCRETE TO BE REMOVED= 1,098 SF = 0.02 Ac = 1.1% TOTAL CONCRETE = = _ C ETE AREA 9 850 F S 0.22 Ac 10.% 5. EXISTING PAVEMENT AREA = 1 3,907 SF _ 0.31 Ac - 14.8% PAVEMENT AR = 0 S E EA _ .01 Ac _ TO BER M OVED 674 F 0.7% PROPOSED PAVEMENT AREA = 2,802 SF = 0.06 Ac = 2.9% TOTAL PAVEMENT = _ _ E ENT AREA 16 035 SF 6 1 0.3 Ac 17.1 PROPOSED IMPERVIOUS AREA = 45,585 SF = 1.04 Ac = 48.6% PROPOSED OPEN AREA = 48,248 SF = 1.10 Ac = 51.4% BUILDING HEIGHT ALLOWED PROPOSED HIGHEST ROOF .................. 35' 26' BELL TOWER ..................... 35' 34 BUILDING SETBACKS REQUIRED PROPOSED . FRONT ............................... 25' 1 127' SIDE (N) ........................... 10' 10' SIDE (S) ........................... 50' 50.16' 111 REAR................................. 25' 25' Q REUIRED PROPOSED 51.4% e OPEN SPACE .................... 25% ALLOWED PROPOSED, MAX BUILDING COVERAGE 60% 21.0% • BUILDING HEIGHT BUILDING HEIGHT = 26' HIGHEST ROOF) G HEIGHT BUILDIN H I = 2' 3 BELL TOWER) S 0 ER EXISTING PARKING DATA PARKING REQUIRED = 1 SPACE/10 STUDENTS(240 STUDENTS) = 24 SPACES PARKING PROVIDED = 27 SPACES (25 STANDARD AND 2 HANDICAPPED) . CONSTRUCTION SCHEDULE . START CONSTRUCTION JUNE 2011 END CONSTRUCTION FEBRUARY 2012 PERMITS REQUIRED CITY OF SEBASTIAN SITE PLAN APPROVAL SJRWMD ERP MODIFICATION IRC FIRE DEPARTMENT APPROVAL INDIAN RIVER COUNTY UTILITY DEPARTMENT CITY OF SEBASTIAN LAND CLEARING CITY OF SEBASTIAN RIGHT OF WAY CITY OF SEBASTIAN STORMWATER FDEP NPDES PERMIT FDEP POTABLE WATER PERMIT FLOOD ZONE THE SUBJECT PROPERTY IS LOCATED IN FLOOD ZONE 'X' PER F.I.R.M. PANEL No. 12061CO078 E, DATED MAY 4, 1989. TAX PARCEL I.D. NUMBER(S) 13-31-38-00000-1000-00001.3 SITE ADDRESS 782 WAVE STREET SEBASTIAN, FLORIDA 32958 DRAINAGE DATA THE SITE IS LOCATED IN THE EXISTING CHESSER'S GAP PUD. DRAINAGE FOR THIS PARCEL HAS BEEN APPROVED BY THE ST. JOHN'S RIVER WATER MANAGEMENT DISTRICT AS PART OF THE OVERALL CHESSER'S GAP PROJECT. THE APPROVED MAXIMUM PERCENT OF IMPERVIOUS AREA ALLOWED FOR THE EXISTING LOT IS 80%. THE PROPOSED IMPROVEMENTS FOR THIS LOT WILL NOT INCORPORATE ANY ADDITIONAL IMPERVIOUS AREA. .. , _ SHEET C10 AARON J. BOWLES FL, P.E.#55313 OF 17 V 1 0 2010 09-310