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PSP87-22PSP87-22 650 ISLAND WAY DEVELOPMENT CORP C I T Y O F C L EA R W A T E R Interdepartment Correa ondence Sheet L_ . TO: Interim City Manager Joseph R. McFate, II FROM:' John D. Richter, Development Code Administrator 5v ?? COPIES: See Below Nov 1 2 ??87 SUBJECT: Certification of Final Site Plan for 650 Island Way (A Mult i-Family 9 Development) PSP 87-22 DATE:' November 3, 1987 3 5 on August 6, 1987, the City Commission approved the preliminary sit plan for 650 Island Way and authorized the Development Review Committee to t ke final action on the plan. The D.R.C. at its meeting of October 22, 1987 approved 9 the above described final site plan subject to eight conditio s which included the following: 7. Required recreation land and open space fees must be paid prior to certification of the final site plan. 8. The requisite initial building permit must be procured withi six (6) months from the date of certification of the final plan and all ertif i- cates of occupancy must be obtained within three years of th date of certification of the final plan. Since the Development Review Committee meeting, I am told that he Legal Department and Parks and Recreation Department have determined hat the payment of recreation land and open space fees is not necessary. lso, it has since been discovered that on April 16, 1987, the City Commis ion, in extending the terms of the court settlement and order for the p operty, required all certificates of occupancy be obtained by October 2 , 1988. The site plan is now ready to be certified. In the interest of time, in lieu of rescheduling the matter before th D.R.C. for reconsideration of the conditions, it would seem suitable to cer ify the plan subject to D.R.C. conditions #1-7 with a note regarding the issu nce of open space fees, and adjust the requirement for procurement of cert ficates of occupancy in accordance with City Commission action. The Chair of the D.R.C. finds this arrangement to be acceptable. The conditions would read: 1. Net acreage is 1.96 acres (2.13 - 8%). This should be corre,ct,ly ident- ified. Also, there should be a note on the site plan"th t city Commission authorized 57 units on this site on April 16, 1987. (H s been noted on the site plan.) 2. Signs and walls are subject to separate review and permitting processes. 3. The Siamese connection must be relocated close to the fire h drant. (Shown on the site plan) 14- Certification of Final Site Plan - 650 Island Way November 3, 1987 Page 2 i 4. D.E.R. and SWFMD permits are required prior to the issuance of a build- ing permit. 5. A 10' easement over water lines up to and including meters and hydrants must be provided prior to issuance of building permits. 6., An ingress/egress easement must be given prior to issuance of building permits. 7. Required recreation land and open space fees must be paid prior to certification of the final site plan. (Not applicable according to determination made by the Legal and Parks and Recreation Departments.) 8. The requisite initial building permit must be procured within six (6) months from the date of certification of the final plan and all certifi- cates of occupancy must be obtained prior to October 24, 1988.(In accordance with City Commission action taken on April 16, 1987.) If you concur, please initial this memo, attach it to the copies of the revised plan and forward them to the City Clerk for certification (subject to the eight conditions as modified above) and dist bution. JDR/SEG/df List Andy Onufer, Building (1) Bill Baker, Public Works (1) Ream Wilson, Parks and Recreation (1) Cecil Henderson, Utilities (2) Keith Crawford, Traffic Engineering (1) Nicholas Lewis, Fire Marshal (1) ,Paula Harvey, Planning (1=) Ray Wyland, Zoning (1) Cyndie Goudeau, City Clerk (1) Developer/Project Sponsor W - Please contact for pick up: )Telephone: 576-5352 Kathy (McNamara) Mears P.O. Box 1382 Largo, FL 34294 AF 48006 } SECTION. ~ , TOWNSHIP, 29 SQUTH , RANGE /5 ;~'E,A~,~~~.~.,,.,i~/`y ~ ~ . ~ . f • :U U. . ° LEGAL DESCR/PT/UN 9' ITYPI w COMMENCE AT THE SOUTHWEST£RL Y CORNER OF L OT T , UNIT 8 , /~{'~,A~b L~^JA,,pF' CLEARK'ATER j AS RECORDED /N PLAT BOOK 64 , PAGES T3 AND T4, PUBL/C RECORDS' DF•P/N£L,~,Au' COUNTY, FLORIDA , j p ~ i ~ p9 ~ THENCE S T2' 3p' 00' W FOR /00.00' FEET TO A PDWT ON THE WESTER[ Y R/Gl,'T-Of-IYAY UN£ DF H A /SLANG WAY (A /00 FOOT W/DE R/GHT-OF-W.4Y / SA/D POINT BEING DN TH£ ARC OF Q CURVE CONCAVE r~,.. y 6• _ 1~ 11~ A2 TO THE NORTHEAST , THENCE NON°TANGENT NOHrTH£RL Y 4.01 FEET ALONG SA/!1 W£STERL Y R/GHT-DF-WAY CAR STOP ~ ~ I h• 1t p2 6~ LW£ AND THE ARC OF SAID CURt/E HAV'/NG A RADIUS OF 6PO2.29 •FE£T , A, CENTRAL ilNGLE `OF ~ , I~ 9• ~ 00' 02' /3°, A CHORD LENGTH OF 4.0/ FEET AND A CHOf{D BEARING OF N /T' /2' /6' W TO THE PO/ryT DF tt1~ fTYP EA. SP.I ~•A{ENr 6~ yk ~ 6p11 tl ~ BEGINNING, THENCE CONTWUE NORTHERLY 256.49 FEET ALONG SAID W£ST£RL Y RIGHT-OF-WAY LINE AND ~ ~ t 1 1 THE ARC OF TH£ AFOR£MENT/ONED CURIE HA I~fiYG A RADrC/S OF 6202.29 FEET , A CENTRAL ANGLE OF a r EAS 5l~ 5 ` 1 , , WA , ~ 9 paK pt ~ ~ 1 t i 1 02° 22' /O° A CHORD LENGTH OF 256.47 FEET AND A CHORD BE~'AR}NG OF N /6° OO' 04' W , THENCE ~paFR 4.R• ~ G 1 t 1 est. ' X39 - 1 11 1 PaW~ ~ t ~ E,Yrs'r pp~ E 1 t NO:rt~•TANGE~/T S TT° 2T' OO` W FOR 374.49 FEET TO A PO6vT ON TH£ ARC'pF A CURVE CONCAI~E TO nn tl s P4WEK ~ ~ THE SOUTHWEST THENCE SOUTHERLY 3~.3/ FEET ALONG THE ARC OF SAS CURVE f/A 11/NG A RADIUS L~ ~ , P • ~ x J o a t1 ti 1 OF%,590.00 FEET, A CENTRAL ANGLE OF 0/ 25' 3/', A CHORD LENGTH OF 38.,3/ ~EET AND A CHORD • t t 1 ~ BEARING OF S 2J' 42' 0T E TO A POWT OF TANGENCY, THENCE S 20" 59' 2/' £ FOR 220.57 FEET , i 1 X fL~ ! fi 5 ~ 1 E~ ' 1 ` t ~.r WA ~ 1 1 THENCE N TT' 2T' 00" £ FOR 35/.47 FEET TO TH£ PDWT OF B£CJrVN/NG I ~ 9~ . ~ p~ 1 1 { ~ 2~ ~ } i cc coNrA/NwG 2./27 ACrr£s, MDR£ oR LESS y 1 O "1' ~ ~ WAS } t 6' • LAND UsE Q,a rA ~ p, ~ TYPICAL PARK. PACE. r. :~oW~ 37~•~ ~ . ~ ~ 11 ~ . t. ~ t~ a t I 1' ` , SPI'fR _ ~ + ~u a } p8 1t , zON/NG + RM 28 t~ 1 X20 !o o Ro 40 ~ PROPOSED US£ MUL T/ FAM/L Y R£S/D£NTIAL 57 UNITS PER CITY COMM/S/ON ME,~T/NG , 4 ° l6 ° B7 S~P~~R~Yp ~t . ~F ~ GR 2 1 i' TOTAL S(TE AREA f 92,783 S0. FT. = 2./3 Ac. NET S/TE AREA e 85,377 S0. FT. _ 96 Ac. 1 P 1 . 9 _ c EAR: L~ ~ ¢h . O,~'.1N ~ 9.5 1 . ® a 0/ 2,5 9/ R~RW~'~ 1 ~g , ~ ~ , - ~ X ~ , GRA~~,E ~ 7.75 t `ti ~ tit GRAPHIC SCALE PRDPasEO BU/LDIYG AREA ~ /3523 sa Fr .3/ A~ , B FLOORS (BD' HGr. / 57 UNITS C 38.3/ A a 98.3/ . ',i~} ~ l~ , ~pf P.QIiN/NGARE4 ~ 3siB2 sD. Fr. _ .B3A~ CB ~ S 2/' 42' 0T E - _ , sr 1 ; " g.~ ~ 1iµ ..--o K ~ , 0 SP i n c , p0 _ p... , ~ NE .~i w t ~`41 Q t t AUG 08, .01987 ' GREEN AREA = 39,209 Std FT. _ . T4 A~ - 42.3% OF SITE ' 111 2" WATER METER WITH 7" 2y - o a ~ . ~j N ~ ~ tiYP~ 4" . p * ~ = ' h ' t DOUBLE CHECK VALVE ~ ' 1 ~ J'. O' ;n 47 } BACKFLOW PREVENTER 1 } .DEVICE , • ~ ~ Mp- ~ i2t. 2 K~~ • K ~ g .-:J by r fffA`1 ~a yERY• ~?r, •,>;•:~:r- _ .~"6~ V~.~• L~~ .1+~t2 ~ t } ~ ~c 1 1 f~, p " l1 ~ SBA ~pscP ` l li 11' ~ PARK/NG ARE~4 REQUIREMENTS ' s' l t } 1 t 1 1 d • 't } 1 1 TOTAL PARk/NG SPACES REDU/RED + 5T UNITS x /.5 - 86 TOTAL ~p ~ ~---T-' g ~ D 6. p4M 1}}It` ~ ~12~2.L'9 a, ~ ~ NUMBER OF SPACES PROD/OED + 84 ° 9 H. = 88, ~TAL PROP' 1ON `L c, ~ ` " s ;0 ~ ` Q ANT ~ ~ 4 ~ I9 h ORT ~2 ~ T r~P ~ ~ ~ ' 0 P ~ ti p . f r p } A - z5~ 9T , a ~ , 9~ } e , d ,~P ~ 1} t CB N I AD®lT/ONAL L.AN® USE Q,4 TA .0 ~o P .RAM • 4D l:.F, bf 6" pVG lstl, :~:;:•~t•>~A•.;;::;:::`: p1OP ~ ~ „ , A'. q 0.7`}'' p• ' hAN SAWTARY r--° ~ . pp!-P , ~ } . , a i ti 3 1 A _C ~c,p` fad, ~1N~ ~ 1 5 64 L.F, of 6'" RE ° F `NP. q, i' 1 : ~ ' 1 ~ l 6®'~ i BUiLOrNG c°oVERAGE + /,523 sD. Fr. ~ /•~ST~ of sirE p PUG SANITARY A GD •:':~:•;'R' A 1 ~ ~ ~ ~ a W , ~ - , ` ~ ' ~ ~ OPEN sPACE + 39,2D9 sa. Fr, = 42.3 ~ of CROSS A~ s 'CON ~}RE ~ . q ~ g i ~ • ~ - , . N } ` @~~ } t Q ~ OPEN SPACE fOR FRONT YARD + 5,/22 S0. FT. (5/2O R£0~1 SO% OF FRONT YARD 7~ y i ~ ~ I ~ T• 2 ~ ~ IH LF of 6" f~VG D(/ 1 64 LF. ot:8, PUG $AMTARY 1 ~ t ` tt } _ A PARk/NG L OT PA I/ED AREA 36,182 S0. FT. ~ 39% OF GROSS AREA SN 0 _ MP 4 ISE~ SANITARY SreR \ ~ ' ; ; z . OPyG REV ~ ~ 1 " ;o :1 i''' , , ~ tt t 11 'i'• t 0 ~ PAR/(ullG L DT LANDSCAPED AREA 2,960 SO. FT. 2,/T/RE001 = B.~ OF PAC?£D AREA 5 F ~ 1 6 q TOR \ 4 ; p, u.' R~~,GE ' k IO 6R fA 0 9I ~-0~' ^t ~1 t d G,q,INV. p 4.4~ ~~1~,,. i ~ ~ . , . , r'~AL~ ' t` }q }1 t ~ , ~ SWIMMING POOL AREA + 3869 S0. FT. = 4./T%' OF GROSS AREA FIG'S coy 1• CRY ~ W ~ OONO• ~ . p x OETECTDR , ~ ` . ~ ~ ~ • ~ ' Ca / 1 ~ AN a,. r.5 , . . , CHEEK I , _ ,.-y ~ 1 O .r~,.. SIAMESE'CDNt~ ~ ~ ~ ~ Cr' v . ~ , 1 1 4J ' ~ Q ' ~ D£NS/TY + 57 UN/TS r /,96 NET Ac. = 2g,/ UNITS / N£T Ac. t n~ , 1 v ~ _ tii li`~ } NDT£ + /TEA/ 2 /NCL UDES ITEMS 3 ANV 5. 1 ~ ,11 F. of B" f"~IC ' ~ 6' PVC SERVIC~ 2°p i • qfR f "pAL~ 5' ...:SANITARY..-: . . INICARY ~ ~ ~ ` TO BE INSTALLf~D,f3Y H_M r a ~rJfMr PENCHM.4RfC` RE'FERE`NCE , ® 1 ~ R9 ~ THE CITY OF 1 0 ~ • • t 1 , CLEARWATER ~t 1 00 - . ' ~ A ~ ~M"" , _ `.1 - EX~r~ N•Ok~ r' r; FL 'VAT/ONE iEEFER TO THE YATIONAFARIY~D~R B.~"N~H/MARK #FF-0~ J929. t 0 ~1~y9q t, Ny d 00 ~ t r LM _ 3.A1t 1 ~ t t CONSTRUCT SANITARY MAN L ~ y}t , } 1 AS PER CITY OF CLEARWAY T ` t i INDEX #A 302 A' 1 ~ RIM EL. _ MATCM IST. GRAD ' =.C} ~ PROP !p, pALP.P , , 0 ~ ~ 9 Sip EIO ~ 9,~ j-.-' 1 A 1 2 t }}INV,EL.=f6";~~)1.65 FjM ~ ~ pRI, . i , 0 ~ PALM ~ . J 11 l } } ~ 1~ • ' 1' 1 , Z Ca } ~ ,11 ` ' 1 1 ,1 11 ! }t tl ~ q ' U q Iii ' fl' GG•, t i.~ ° i ~ 1 t } t ~ SP ACS. me sauraeR~ Y ~ t } t t;,L.~' rNe SOU7HA'£STFXL Y CORNER OF COr T A`0 t v. ' i 1 `t car ~ ~rtANO esrAres of czeARwAr~r ~ PROP hi Q P es' ~ ~ P$, OOl ~ PALM h~ 1 f ~ y n~ r m } 6 i `,•r °r~ .•y~ Ulf II fit;` ~}1\ ~r ~ ; \ 4~ . X15): WA ' ~ _ ~ tg . • ~ ~ . P~~P' , , ~ 9~ ® GRA?P I ,:~32 a \ ` ~pt~ ~ , . . ppo~ , X x ° PRaP' Ir~D~~ ~ ,o ~ A ~ e~? , ` 1 , 1 5p, W . 52. x y D~Ok ~ • p.Qs7 ~ ~ 9 ;lstN1 ~ 2a, Q x ~~I t , ~Q, oo' ~ ti Id, p2 o ,y ryn Gf~A ~ g3t~d1 ~ • r--" ' ~J . ` a 11~'""r I . ` , . ti~~, r Popp pOG S ro' PALM ~ Q IN . ~ I \ 1/2' , ' • t t~ t}~ -~W'SQ''O p, lob, ~ ~ F~~P~pE x~b/r_-~ ~ K, i flab , ti CP ®O'2 101 io R. ~ '+n ~ Q ~ ~ , lit ~ ~ ~ I x'13 ~h t;4~ rqv Of' B~ ~ t~ E,S, '[2 ~ 34 ,,..r- os PROP' Q~ Z I ( i A CK _--~~'`P~ a.a,~ . tiro ~ ~ E1B . R~ ~ : ,Q~ I .r ~ R/6/~.SAN. ~dHIOLe f ,pr ~ ~ ~ 6YV. 0.92 it pRRA IN's ~ o NStON I D~ ~ ~ 7.5` ~ lPp~ p 2pO. x 3 9® gip A x 4 D/' W. -0.92 ~ ~ PROP 0 C R 4.0/' Arc e•P,~es~z~NORr~r CB Q N/7°/2'l6'W ed ,t> '1`' + S ?T. lIa• 1. EL' a~r m~T n lam,,.. 6 ONTRO pf d'~ j R pAVEM .15 L O of ~l i~ i ; ~ G 32 1.8 / O~ SNT p ~ Jc c m OP. sER a S Pv a~ y. PR 61 e. ~ , A Rl. IN OUR h ~o P~ ~ ` ~ ~ INS • E~,. ° i STR~ ~ / ~ ~ ~ R :1.0 WALK p~' ~ J p LM + G~ GM ~ , ~ w 0• pA 4 „ ~ g~ PA f ~ R c t ~ Exrs'r ~ P ~ A 60 RRI 1 LANl15'CAP/NG N4T~S , ~ I',', : FII- C. o l~- J~'I. ~ 1 h r ANa GON 0 3 1 G ~°i'... XISl• ~ r ' /R,Q/GATION MUST 6£ PRDU/OED VIA A 57°R/NKL£R SYSTEM _ T ~q 1 1 p"~ ACCORDWG TO THE C/TY Of CL£ARWATER. ~ 1 ~ ~ 1 ~ 2 ALL LANDSCAPING MATERIALS W/LL B£fLOR/DA GRADE ' n__. DRB£TTER, AND SHALL CONFORM TD TH£LANDSCAP/NG P REDU/REMENTS OF THE C/TY OF CLEARWATER. < PREPARED FoR PURPOSE fi DENOr£s PROPOSED LANDSCAPING TREE ,r,' D£NOr£s PRpP .PALM TREE ~ I Q ISLAND W A Y DEVELOPMENT CORP.. SITE P L A N 4.~ DENOTES PROPOSED HEDGE /8' Hl6H AND. 3' ON CENTER. P . O . BOX ~ O ~ C.,,? ,5 a ~ S L A I V D U N A Y ~1' GENERAL NpTE 5 CLEAR sPAC~ r No sHRLtes ov£R 30° raLt CLEARWATER. F•L.ORIDA TREES - NO P,aRr of CROWNL£ss rHaN/O' rD THE GRDUNO. TELEPHONE (8l 3) 576-5352. SCALE J06 NUMBER DATE DRAWN DRAWN BY CHECKED 6Y ~ a~Nar~s ~-xrsr. spar ~t~-t~AriaN s 6 i' DENOTES INTER/OR PARIf/NG LOT LANDSCAPING ~ gyp' $7-04-024 JUNE 269 19$7 E J M W r ~o~ a~ i A~ SHAW 0 ~0 Q NO S V SEMINOLE TE PRC7?asEO ELE ATIaN . ENGINE ING , INC® 5 " 50 0£NOT£S NUMBER OF P.4RA7NG SPACE.S:1f ROP1 w 0 0 ~ ~G~ i tLtrnuNt t aiv i v~y vuvi ~ st 4 0 o F JA EaS WIATER`-' ~ „P,- Eo #18313 U 0£N07£S FL 0lY 01R£C710N z 3 D j 2 U) z 0 z IN 14483 62nd ST. NORTH > 2 w OCTOBER 22 ,.1987 ADDI a GLEARWATER , FL. 34620 ,.1987 ADDED 2'° METER AND BFPD PER CITY COMMISION MEETING , c DATE 61 I PLANNERS.~,`f& ~t OCTOBER 15 , 1987-- REVISE 1987 - REVISED SEWER WATER AND STORM GRADES AND LENGTHS SHEET ! of 2 s: . . Certified as a true and correct copy. Final Site plan approved by the Interim City Manager 11/3/87, s bject to the eight conditions as modified below. Witness my hand and the-.seal of the City of-Clearwater this ninth day of November, 1937. p "00 I 4 Depu y ity, Glr? e r, - ?. «?.««.•a , J ?, q CONDITIONS: 1. Net acreage is 1.96 acres (2.13 - 8%) Thi's'-shnuTd be correctly identified. Also, there should be a note on the site plan that City Commission authorized 57 units on this site on April 16, 1987. (Has been noted on the site plan.) 2. Signs and walls are subject to separate review and permitting processes. 3. The Siamese connection must be relocated close to the fire hydrant. (Shown on the site plan.) 4. D.E.R. and SWFMD permits are required prior to the issuance of a building permit. 5. A 10' easement over water lines up to and including meters and hydrants must be provided prior to issuance of building permits. 6. An ingress/egress easement must be given prior to issuance of building permits. 7. Required recreation land and open space fees must be paid prior to certification of the final site plan. (Not applicable according to determination made by the Legal and Parks and Recreation Departments.) $. The requisite initial building permit must be procured within six( (6) months from the date of certification of the final site plan, and all certificate of occupancy must be obtained prior to October 24, 1988. (In accordance with City Commission action taken on April 16, 1987.) 1 l " i C A ~ aso3e • , .RUN°OFF FLOW DIRECTION 2"x. r'srAKES ' / ARPRX. 2" /N GROUND J STAKES a OUTfALL CONTROL STRUCTURE W/RE T/ES HAYBALES ~ , W/RE J/ES ~ _ TOP OE BANK _ ~ ~ • ; ANCHORED BALES-OF STRAW:.- ' , ` . _ ~ , STACKED AROUND METAL. .r , BAFFLE AS NEEDED ~ ~ ~ ; r PROPERTY L/NE v ' f , ~ t ` / ~ ' , ~ / TOP VIEW 1 ~y~, ` Y'~ ~ ~ i. viii i/~//i~ ~ / - " l,i''... , , ~ i iii ii 2_- O' D_t?" ~i ~ 11 GRATE EL. = 8.0 - ti , ~ ; \ TOP o1 BANK EL. ~ 9.0 , ATE EL. = 8.0 _ 37' - 6" .TOP of BANK EL. = 10.0 W , TOP at BANK 1T-9, 2% 1T - 9' ~ x / - W O ~ ~ ~ , / 2"X2"WOOD STAKES AT iy ' ` ~ _ ' ' , : ' ~ , , , /NTERVALS AS REOU/RED TO • , ~~WEIR EL.`. 8.0 ASSIGNED WATER LEVEL ~ ~ ~ ~ I I 1 I ~ ~ , , 6.25 4.... . r I ~ ~ ~ , ' ~ , SECURE HAY BALES W/RE TIES... - , ~ WEIR EL: ¦ 6.25 I ~{(I'' p _~I - K4YeALES/rrPicat / 3 ~ PROPOS ' \ EO OUTFr ~ r CONTROL STRUC' 30POSE0 OUTFACE BoT. EL= s.2 ~ --=1 ~ v II I ~ _ r ~ ~ i ((I ~ 3 I 1 ' 1 QNTROL STRUCTURE SOD ENTIRELY 3 a yy ' ' EXISL CONC.' S.N.w, 1.5 . 90T. EL. a 4.0 a =lll ~ u I I~.I~ I ~ v J , i . , ~ , . ' • ' • • i ~ ~ - - ~ ~ r,,~ ~ EX/ST/NG GROUND $E ' ~ AWALL , i , ~ ~ ~ ~ S.N.W. = 3.7 _ ~ ~ 1) .111!' ~ I I' - ' . i -ri ~ _ 7 1 - 1h1V• 7~ !II 1{ III { UNDERDRAIN ~ 0 ~ . EL: a L0 ` , , ~ ~ 15" PVC 6 PVC' U 6" PVC' UNDERDRAIN , I I I =1111= W -r - rr nn a,' l r ' ~ / FRONT VIEW ' '`•~•''c- INVERT EL. a 1.5 INVERT EL INVERT EL. ¦ L5 C~ ~V _ METAL BAFFLE ` ~ ~~e~. ~ INSTALL FILTER FABRIC , ` CROSS -SECTION'#'~I N.rs.'` ^ ~ AND CONCRETE COLLAR ' ~ ~ , _ TEMPORARY H,4Y BALE SED/MENT BARB/EA DETA/L TROUGH sEAwALL. `SECTION -POND # p 'OND # I N.T.S. O.C.S. NOT. SHOWN ~ - ' ~ ' FTF'~Tj \ / / ~ N.T.S. T5'° ' oy NOTE TO BE USED /N AREA WHERE OFf 5/TE I . 75 PROPOSED OUTFACE ,4,pF i,, ` , RUr1~Off A/.4Y 000UR DUR/NG CONSTRUCT/ON. q CONTROL STRUCTURE SEC.I 4~ 2' q 5r~ TOP of BANK EL. = 7.0 GRATE EL. = 6:0 GRATE EL. = 6,0 , TOP 01 BANK EL. ¦ 7.0 ° - r • , ~ ~ • TOP Of BANK ~ SEC 1I 14'l (T1 14') .:A n.~ w v,' ~ , , , - / 40" ' BOT. EL, m •4.T. WEIR EL: x.83 ~ ~ I~I_ II1.r 1I;1 ~ SOD ENTIRELY ~ ~ L t , I(l ' . , . , ~ u BOT, EL. ° 4.Z 3„^ I~ I1^_ EXIST " , SEAWALL 6~ 4 15" PVC PIPE I I~jt ~ ^ `UNDERDRA~1 ~ . ' INV. EL. e , L5 TEMRORARY` ,EROS/ON ,4ND SEO/MENTA T/ON CONTROL r ` ~ 6' PVC UNDERDRAIN ~ill_lt Nzs ; INV. EL. = 1~.7 , . N ' I CAST /RON NON - TRAff/C ' " I " aEARiNCGRATE SECTION -POND # ~ ~ • POND # 2 N.TS, ~ CROSS..- "SECTION # 2 N.rs. w ~ . , EROS/0 ANL7 SEO/MENTAT/ON CONTROL NO O.C.S. NOT SNOWN TES ~ uII ' i 1, OL/R/NG CONSTR~T/ON, DENUDED AREAS SHALL BE CD~ERED BY MULCHES SUCH AS STRAW, HAY, flL TER FABRIC, SEED AND MULCH, SOD ~ ! WEIR SLOT WIDTH = 3" J J OR OTHER PERMANENT VEGETAT/ON ; fl 2. ALL SPORM SEWER /NCETS AND OUTFALL CONTROL STRUCTURES SHALL BE PROTECTED BY SED G I /MENT TRAPS SUCH AS SECURED STRAW BALES, , ` SOD, STONE, ETG, /SEE TEMPOR?RY f/4Y BALE SEDIMENT BARR/ER DETAIL J , METAL BAFFLE /N"GAL VANIZED STEEL' OR AL UMINUM. 3 ALL SWALES ~ D/TCNES;4ND CHANNELS ~,~AD/NG FROM THE S/T£ SHALL BE SODDED W/T H/N THREE l 3 /DAYS Of EXCAVAT/ON. i a . 9, DETENT/ON AREAS W/LL BE SODDED PRIOR. TO /SSUA C OF A CERT/FICATE Of OCCUPANCY . ~ ~ ' ' / 5, CONTRACTOR K'/LZ BE REOUTAED TO PROH/B/T D/SCHARGE:Of S/L T THROUGH THE OUTfALL CONT ROL STRUCTURE DC/R/NG CONSTRUCT/ON Of , - ANY bE'TENT/ONAREA AND W/LL BE REOI/IRED TO CLEAN OUT. THE DETENTION AREA BEfORE /NSTALL/NG ANY PERMANENT SUBORA/N P/PE. ~ TOP DF BO,Y EL. ° B.O , r , 4 O ~ ~ ' ~ i b 6. MAAVTENANCE /ALL EROS/ON ANO S/tTAT/ON CONTROL DEV/CES SHALL BE CHECKED REGU i LARL Y, ESPEC/ALL Y AFTER EACH RA/NfALL AAD ' 2 •n . B TH/CK WALL;,- ' W/LL BE CLEANED OUT AND / dR REPA~'lE0 AS REOU/RED . I i - TYPE II ASPHALT W W O ~ :d r ~ ~ g WEIR ,NV, EL, _ 5.5 i i a ' , GENERAL NOTES : , ` i" l VARIES , ,4 .q , . 6" CURB ~ V ~ 1 • e . , I I a„ ' BOTTOM OF BOX EL. _ /.5 ,N ~ P/PE /NV. EL. _ /,5 ALL STORMWATER RUN-OFF SHALL BF D/RECTED TO THE DETENT/ON AREA O.E.R. O ' DRAINAGE PERM/T # ' , 2, ALL ORA/NAGE STRUCTURES MUST BE CONSTRUCTED PER FLOR/DA DEPARTMENT OF TRANSPORTAT/ON ROAD DES/GN S TANDARDS / /NDEX # 2P2 , TYPE E 1. b d" 0 0 . ~ ' ~ o LIMEROCK BASE ® (i"' , - B„ `3. NOT/Cf TO OWNER ~ MA/NTENANCE MANAGER (AS REOU/RED BY F.A.C. /T - 25 DETENT / /ON PON05' SHALL BE /NSPECTEO EVERY S/X / ~ I MONTHS TO /NSL/RE 6 P YC UNDERDRA/N a ; THAT THE OR/G/NALJ"DES/GN CONF/GURAT/ON AND FUNCT/ON /S MAGVTA/NED , POND BOTTOM AND S/OE SCOPES. SHALL BE KEPT FREE OF S ED(MEIVTS,I MUCK, /NV EL. l,5 GRASS CL/PP/NGS AND OTHER DEBR/S TO /NSURE ADEQUATE PERCOLAT/ON CAPACT ` • ~ Z / Y OF THE SYSTEM. WHEN /T /S 0£TERA//NED .THAT THE Y/NDERO /N F;F/L TER / /F UNDERDRA/N /S (/SED J NAS CEASED TO FUNCT/ON AS DES/GNEO , THE f/t TER MATER/AL MATER/AL SHALL BE REPLACED OR 07/1ERW(S£ A DE TO FUNCT/ON AS /T WAS OR/G/HALL Y DESYGNED ..ANY AL TERAT/OMS AND / OR A00/T/ONS T,0 THEORANAG S STABILITATION ~ ~ .v ~ NMUS1"BE _ lDA REG/STE / E SY TEX/ DEP/CTEO ON TMS PLA DES/GNED /N COMPL/ANCE ~Y/TH LOCAL AND STATE REOU/REMENTS BY,4 FL OR REQ PROFESSiDNAL ENCaIEER , ; TYPICAL OUTF,QLL CONTROL ,STRUCTURE I. . ~w 4. PROJECT ENG/VEER lS REQUIRED BY STATE LAW / /7 - 25 F.A.C. / TO MAKER V/BURL /NSPECT/ONO T N. T.S. _ - w r f HE UNDERDRA/N /NSTALLAT/ON: /T SHALL Bf THE ° C' N :CONTRACTORS RESPONC/B/L/TY TO SCHEDULE 5A/D /NSP£CT/ON !Y/TH THE ENG/NEER . fA/L U TYPE. MOD/~/ED I ' RE TO DO SO AND / OR COVER/NG UNINSPECTED WORK W,~L CAUSE DELAY IN OBTA/N/NG CERT/F/C'ATE Of OCCUPANCY AND MAY RENDER CONTRACTOR L/ABLE TO ~SWFWMD AND SUBJECT TO D/SGYPL/NARY ACT/ON(S J . GRATE /HEFT (D.O. T. l ~I & POND as` / i r ' ' CURB 1 PAVING DETAIL N,TS. ~ cv , i E 's i y ~ f~ ~ r I A - 4~ , a 4~ ~ ' F-- c,~ aD EDGE OF PAVEMENT i 9" 6„ { p 'q , , PAD AT EAD OF . ° 9„ • FL UM£ . B~ . .a • , M r . ~ • • B~ ~ ~ , P : I L? I SECTION B B ` - • ' SECTION A-A \ 6" 6" q.: ~ t - ~ , t is ,FLOW ,y~ W I ~ ~ ' 0/BELT/ON ~ " CO C E E FLU DETAILS ~ , NR T ME ~ . A ~ / ~ , PLAN !//EW N.7;s r= m ' n~ /r - / iv ~ I ' ~ I ~ ~ ~ y , : , I/EMENT SLOPE ~ EDGE OF P , . F WEIR 13^ a METAL BAFFLE . . ~ w. ~ r t ) l _ F rs~ GA~v. oR AL. _ t WIDTH ~ . , ~ F',riFA,>• i CAST-IRON NON-TRAF.~ • IRON NON-TRAF. - ~ ~ ~ • ' STOP OF BA/l~' sfo BEARING GRATE ' 8' F B 7 TOP OF BOX EL. .6.67 , IG GRATE fn ~ ~ 6" THICK WALL TOE of sLDPE ( TOP 0 GR . EL 6.00 TICK WALL > . , I'~ _ C~ 4 Tfl/CK SPLASH PAD WEIR SLOT' EL. 5.83: e', u f ! , 9 THICK WALL /CONCRETE 1 ~ ; o USE R/P- RAP AS AL TERN THE • r ~ ; ICK WALL Q t~ C~ ~ ' , o', { ~ ` FRONT, ° ELEVAT/ON ` ' ' al J ~ ~ ~ Q_ ~ ''y ' BOT. OF BOX EL. 1.5 rll ; s PIPE INV. EL. 1, pt 1 ,e PIPE INV. EL. t.5 ~ t O ~ ~ i ~ . \`~i' I NO SOQ THIS i U - 6" PVC i f~ AREA CO ~ SODDED SIDE SLOPE t TYP ! ~ Z t9 ~ UNDERDRAIN r: , _ INVr EL. !.T I 9 ~ f . f ~ r . ~O~ 3 ~ TYP, LL.1 O Iw W ! opoo°oo 8 d ' ~ z~ z • _ ~ e I' - 3" p-, X Q O co ' o O OUTFALL'STRUCTURE l~ GRAVEL... w; 12" • 6" P.T. EACH SIDE 4,, Q.O. Q ~ _ - _ ~ ;f TYPE ~~G~~ MODIFIED (POND, #21 ' i~ ~ ~ , w ~lla mQ W :c i i ~ t ' / r ~ SAND FILTER -MEDIA a O W ~ ~ ti,, ^ 6' PVC UNDERDRAW ~ w (0 D 0- U F- t ~ tx y ' , ~ ~ , (PRE"WRAPPED WI FILTE~R~ ~'A~RIC). ~ ~ ~ A. ` ~ i i ' f „ ~ , { , 2' O" - • , N P- O ~ A y f, UNDERDRAIN DETAIL N.rs, 4` ~ o ~ i JI 1- CO tv -i cn w s Lij ;p im 4 M f l~/Z s " WINTE , P.E.# 18313 z f 1 , aSEM t j Gil IEERING , INC. g .7r ' 14483 `2nd 87fT ~YGRTI EARWATER , Fl.ORWA 33520 to O A U REVISED WEIR:: ELEVATION AND-UNDERD gl3) 539-0051 AND-UNDERDRAIN LENGTH 10-5-87 ON POND #I u r r -b