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HomeMy WebLinkAbout2001 - As-Built DrawingsOversized Ibi Drawings 1723 JSc5)a oP RA1G 1/ T\\ I (NOT TO SCALE) (TYPICAL) AS-BUlL T SURVEY \ WEIR DEfAIL ELEVAIIOWS CONCIE1E CAP \ 8c \\ \ TTi1i1m '' : MUFIRA Y LOGAN 4 1405 1B .p 11.01 _________ PERFORMED FOR nP nverlTD.DO OF THE BASIN AREA AM AT STONECROP DRAINAGE BASIN \ \ \ "This IS NOT A BOUNDARY SURVEY" \ \ \\\\ SCROLL_STREET (50'_R/W) \ \\ \ x24 PROJECT BENCI-IMARKS: I) 1HE TOP OF A PIT AND DISK Ill THE WEST ER OF STONECROP STREET. 36 NOSTAERLY OF NORTh LINE OF #1550 STONECROP STREEET ELEVATION=15,00 TIC IRON ROD AND CAP 2) THE TOP OF A 1-IEATWALL SOUTHWESTERLY END. EASTERLYSIDE OF STONECROP LB LICENSED BUSINESS STREET. NORTHERLY OF STREAMLET ELEVAIIONT6.64 NO. NUMBER H/H RIGHT OF WAY \ 3) THE TOP OF AN DO NAIL AT THE INTERSECTION OF MONTROSE AVE AND MAJESTIC CM CONCRETE MONUMENT STREET ELETATIOIT=17.B1 METS. MEASURED 4) IIIE lOP OF A BOAT SPIKE AND HASTIER STAMPED RH O-3H AT THE INTERSECTION RUDE. PUBLIC UTILI1Y AND DRAINAGE EAUEMEhTT 1Bo24 Hp / OF THE SOUTH EDGE OF PAVEMENT OF MAJESTIC AVE. AND TIlE WEST ETGE OF TO. FOUND inerI.I2. 0.0.0. OFFICIAL RECORD BOOR P.C.P. PERMANENT COHTROL POINT OH BENCHMARK PAVEMENT OF ROULETTE ST. ELEVAT1ONI7.56 P.R.M. PERMANENT REFERENCE MONUMENT F.F. FINISH FLOOR ELEV. ELEVATION b COP. LOGE OF PAVEMENT O RADIUS S Sb\ \ \ '3 \ \ (.2). \ _P t \ \ _x ID. \G \ ')2 \ \ -Si - \ -:s) SEE. SECTION 1 \ \ () \ TRIP. IONTISITIP \\ S _.AW Sc ROE, DANCE l0 GRAPHIC SCALE 10 \ \ \ \ \ \ I inch =40 IL \ \\ N \ \ \ ROULETtE SThEET (50' RIW) I \ \ / E LEGEND A4D ABBRP1A11oNs OAK (0 SANITARY MARIIXLE PINE © DRAINAGE MANHOLE PALM e WELL ITYDRANT SHTGB WV MAPLE N WATER VALVE Tf WATEIT METER CI TB OS 'Tf CLEANOTT ELM CATCH BASIN Ins CURB INLET SIGN 1> LIGhT POLE TI MAIL OR PAPERBOY o SOUTh-TERN BELL ROT o CABLE TV BOO TIS POWERPO! E -VE ELECTRIC BOX b\ ':S \ \ I.__' V ::-T: H- 5I V ,' J h REPORT OF SURNTIY: \ 7 \ t I1T TTPEOFSURVET: ,' t \ \ \ \ \ N\ ., -o: _____-.1 ' t' ç$) ,_A \ I . -.o.L 'o II \\ SSI1VEYOR IN DESPOTJSIRLE CHARGE: TOO REED P.S.M. 3916 A ' Vz'7/ N \\ \\ \ \ \ MASTELLER, MOLER A REEO, 15G. CERTIFICATE OF AUTHORIZATION LB. 4o44 'cc' cS .Y 7) )/TT .4' >\lv -- -..::-- ' -K \ (\\ 2205 14514 AVENUE - W \ -k V,. I - -I-b OA ... . .... \ \ . VERO BEACH. FLORIDA 32960 PIIOAE (SRT) SR4-RDSB \ 'c / ... Ti.- ::- \ \\\ \ A5\ o I \ \ - * ,,X \\s I /TI TIhIS SURVEY IS NOT VALID TITTIOUT ORE SIGSATURE AND THE OXIGIWAL RAISED )SAJ-TS . \ .'.- _-:-. 'o-: \ \\ \\ \ \ I -F A SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. AGDhTIOT)S OX DELETIONS S .V ° \ - - -- \\\ \\ \\ \<C\ s 7 > \ 4- V TO THE SURVEY MAP AND/OR REPORT OP SURVET BY OTHER TAAT THE SIGNI}TO PARTY \ ,__ \ -... ) \ '5 .. - - + N )\\ \\ h:.i\ \\ 1/ _A' ) .T b11 OR PARTIES IS PROIIIHITED NTTAOTT WRITTEN COXSEITY OF THE SIGNING PARTY OX PARTIES. \ , \ 0 )-I- -hy T'c1 V) \ 1.?\\ \ E- .- - -I. 7 LI-A TT ACCURACY TIlE EVPEC1EB USE OF THE LAND. AS CLASSIFIES TN TIE \ .. -T-j , I ... A I I. 1 A X) ' T° h R MINIMUM TECHNICAL STANDARTS (NTTI7-R FAC) IS URRA1T \ -:S T I J + + 1. I 6 ) ,..k' AlS _.GY-__.__.1. _- THE MINIMUM RELATIVE EISTANCG ACCURACY POT TIllS TYPE OP BOUNDARY '. ) ) -I- ) /+__32 .AH_ -..._. 'A----- JY 0 SURVEY IS I FOOT TN 7500 FELT THE ACCURACY OBTAINED BY MEASUXEk)ENT I / I; RETEN11ON AREA / ... AND CALCULASON OP A CLOSED GEOMETRIC FIGURE WAS FOUAD OS AEET OX EXCEED /t / I A A / k\t JI N '° - + J 1 ROCK FEOWLINE b TIlE LAST DATE OF FIELD WTRK 5/TX2TTI I ' J .f II I 1 TIlE BEARING BA F FOR TIbIT SURVEY IS AS FOLLOWS. L T _I A PLAT I U I B TIlE CENTERLINE OF STONECTOP STITEET BETWEEN TWO FOGNO NAILS - O \l T,bhlh I - I C THE BEARING IS N6OUST0F \ \ ii! \ \ i I I 465901005 GIST 1CO21 IJJ EE0-FE LLJ I -.-- ,i1u : Q, Er: S t4oç S I.() -TT; LI T?9' NO INSTITUMENIS OF TTEFLECThMT EASEMENTS. RIGIITS-GF--IHAY s_S, AND/OIl UWNERSITIP WERE ITIINISI-IED TO 01115 SURVEYOR EACEPT AS .- JcPH' ShOWN. NO TITLE OPINION IS EUPRESSED TB IMPLIED. A .- iLl o:49.1G' 9 TillS SURVEY DOES 400 CETTIET TO TIIE EVISTERCE OR LOCATION OF ANY . S - 1- :. FOUNDATIONS, UTILITIES, UNDERGROUND ENCROACHNENTS oIl INPTOVEMEITTS EXCEPT 0 z AS SHORN EL ROCK FLOWLINE F LJSJ TIlE PAITCEL OF LAND GITOVO'J NEREOTT IS LOCATED IN FLOOD ZONE 'S' AND AE" PER ELOOU INSURANCE RATE MAP T2V6TCOU7R E, TATEB MAY 4TH. tUBA. -F' I < 9URLESS A COMPARISON IS SHOWS, PLAT VALVES A MEASURED VALUES ONE THE SAME. IL C6Rp _ STONECROP STREET (50' R/W) InverT-ID 74 oveoI= 0153 MONTROSE AVENUE I I ( 50' -'---- ____ S I I I INVERT.s1I3T INVENT-Tl.25 O TIIE ELEVATIONS AS SHOWN TN THIS SURVEY ARE BASED ON THE SATIGHAL GEODETIC VERTICAL DATUM OF 1929. :: . THE TRUE MEAN 111TH WATER LINE WAS NOT LOCATED IN CONFORETASCE GD CHAPTER T77 ..-1--/ 2,TB crop I'ART II. THE COASTAL MAPPINT XCI. CO o' 1eR50 LIJ TIlE NOTED 20 EASEMENT WESV GE STORECHOP STREET COINS WEST TOWARD THE TIIAINAGE RIGTT GE WAY IS NOT DIMENSIONED ON THE PLAT. ITS' LOCAVIGN IS _) APPTTOXIAATE >.. 5 04 g -.. 15 15 - 'q: j - . I l25clB5eoop REC&iVetl h-0b0 . jo I- Tnverl-T6.RT çcc:t , NOV I 5 2001 Li . I. ! 4K \ \ \ WEIR DETAIL o1\ 140 CONCRE1E CAP (NOT TO SCALE) ELEVATIONS \ \ \ 3 14.0 (!YPIcAL) rO\\ ETALLINGS AS-BUILT SURVEY PERFORMED FOR MURR A V LOGAN OF THE BASIN AREA AT STONECROP DRA)NACE BASIN \ \ \ "TH;s Is NOT A BOUNDARY SURVEY" \ \\ \\ \ \SROLL_STREET (5OR/W) N\ \\ \ \ PROJECT BENCHMARKS: LEGEIJD AD ABBREAONS \ \ \ \ I) THE TOP OP A P1< AND DISK A THE WEST EP OF STONECROP STREET, 36 NORTHERLY N \ \ \ OF NORTH LINE OF #1550 STONECTOP STREEET LLEVATION15.B8 IRC IRON ROT AND CAP OAK (0 SANITARY MANHOLE \ \ \ \ \ 18 24 np 2) TIlE TOP OF H HEATWALL SOUTHWESTERLY END. EASTERLYSIDE OF SOONECROP LB LICENSED BUSINESS \ \ ' \ nert12 86 STREET. NORTHERLY OF SIREAMLES ELEHATION=ID.N4 NO. NUMBER PINE © DRAINAGE MANHOLE \\ \ \ \ .( 3) THE TOP OF AN ND NAIL HI THE INTERSECTION OF NOUTROSE AVE AND AHJESUG CONCREFEMONUMENT WELL \ \ \ \ \ 'R ) STREET ELEVATlONl7.B! MEHS. MEASURED PALM \ \ 0 4) TIlE lOP OF A BOAT SPIKE AND WAShER STAMPED DM B-39 AT THE INTERSECTION P.U.D.F. PUBLIC UTILITY ANT DRAINAGE EASEMENT f HYDRANT \ \ \ \ 18 ,24 OF TIlE SOUTH EDGE OF PAVEMENT OF MAJESTIC AVE. AND TIlE WEST EDDE OF FD. FOUIJD SHRUB \ \ \ T1 \ A fly rt=12 PAVEMENT SF ROULETTE SI. ELEVATIONl7.5W PERMANEWIBEFERENCE MONUMENT MAPLE '< WATER VALVE \ \ \ \ \ \ P.C.P. PERMANENT CONTROL POINT TI' RATER METER \ S \c, \ \ BM BENCHMARK CITRUS .. \Th \ F.F. FINISH FLOOR CLEANOUT \\ \ \\ T \ \ ELEV ELEVATIO1T ELM CATCH BASIN \ \ ',- O'. _.A \ g5 CURB INLET \ \V0 \ ", .2 L LENDTH \ \ \ sb \\ \ : ,_A \ ' BGE. RANGE \ \\ \ \ \ \\ W \\\, GRAPHIC SCALE \ \ \\ ,-- \:: o o 00 10 \ \ 1inchfL \ \ \ \ \ \ N \\ i \ \ \ A A' I ROULETTE STREET (50' R/W) \ \ \\ 0 AN U ,':- (') \ \ \ \Y\ 1 o \ U 000W ITIB FENCE $\ ' \\\ W \ I/z _ o Th \\ \ \ \ 0 L 0 \"\\ \ \ \ \ \ \ ø;c \ \ N ,1(/I T \ N RETENflON AREA \\ NN \__ .ljlI_ I T IkI ROCI< VEOTNJNE ¶00 \ I , 4TN+ 1 VT -I- \\I-B H / I\ : V N / i B / T F L__00.0_0__0._ ROC FLOIMJNE 2l":ic / / \ LI\ II II 0,t,4TI1N( 11466 \\, T.1 'Ii wZaI I0000ITWO DISK SCOUT BB CICTF AT/1" BO" CIOP STONECROP STREET (50' R/W) inoertlO.74 1iooeotD53 MONTROSE AVENUE I (50' RIW) N;T1 iNE?4Tl.25 00 000 TV >b bw SIGN C LIGHT POLE P3 MAIL OR PAPEHBOU o SOUTHERN BELL BOR o CABLE TV BOO a, POKIKtTPOIE .,, VE ELECTRIC ROT REPORT OF SURVEY: öTYPE OF 5660EV AS-BUILT SURUEYOR IN 6ESPOJSIBLE CHARGE: ROD SEED P.S H. 3916 MASTELLER. MOLER & BEET, INC. CER1IFICATL OF AUTHORIZATION LB. 1644 22T5 14TH AVENUE VETO BEACH, FLORIDA 32960 PIIONE (561) 564-6055 BA THID SURVEY IS NOT VALID WTTHOUT TIlE SIGNATURE AND TEE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SUTVE'OOR AND MAPPER. A'0 L4 ADDITIONS OR DELETIONS TO THE SURVEY MAP AND/OR REPORT OF SURVEY BY OTHER TAA THE SIGNING PARTY A' " b'T OR PARTIES IS PROHIBITED WITHOUT WUITTEN CONSENT OF THE SIGNING PARTY OR PANTIES. k'+' I ,-C AEEURAEY THE ERPECTED USE OF 1IIE LAND, AS CLASSIFIED IN THE MINIMUM TECHNICAL ,,Y ._4_ -.4 STANDARDS (61517-N FAC) IS UBBAN THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF BOURDARY 400 SURVEY IS 1 FOOT IN 7SUD FEET. THE ACCURACY OBTAINED BY MEASUREMENT C4O AND CALCULATION OF U CLOSED GEOMETRIC FIGURE WAS FOUlED TO MEET OR FTCEED TIllS REQUIREMENT. T a THE LAST BATE OF FIELD WORK 5/1D2TD1 . THE BEARING BASE FOR THIS SURVEY IS AS FOLLOWS ' A FLAT B TIlE CENTETLINE OF STONECROP STREET BETWEEN TWO FOUND NAILS C THE BEARING IS NBU'TU'TU"E l.() SN_'d NO INSTRUMENTS OF RECORD REFLECTIHG EASEMENTD. BIGHTS-OF-WAY AND/OR OWT1ERSHIP MERE FURNISHED TO TIllS SURVEYOR EXCEPT AS U-i 560MM. NO TITLE OPINION IS ERPHESSET OR IMPLIED. . TIllS SURVEY DOES NOR CERTIFY TO THE EHISTENCE OR LOCATION OF ANY FOUNDATIONS, UTILITIES, UNOERGROUND ENENOHCIIMENTS OR IMPROVEMENTS EXCEPT AS SHOWN. THE PARCEL OF LAND SHORN ITETEON IS LOCATES IN FLOOD ZONE "5', AND AE" > PER FLOOD INSURANCE RAVE MAP I2UNICRU7W E, ROVED MAy 4GM, ANT. 4 UNLESS A CONPHRISDN IS 560441, PEAT VALUES o MEASURED VALUES ARE SITE SAME. TXE ELEVATIONS AS SHOWN ON TEllS SURVEY ARE BASED ON TBE 0 NATIONAL GEODE1IC VERTICAL DATOM OF IR2H. I 1 THE TBXE MEAN HIGFI WATER LINE WUS NOT LOCATED IN CONFORMANCE 90 CHAPIER 177 ''T2olB" COOP !noerEIB.5H Cl) PART II, THE COASTAL MAPPING ACT, I Lii THE NOTED 20' EASEMENT WEST OF STONEETOP STREET GOING WEST TO*ABD THE - , OROIXAGE 51010 SF WAY IS NOT OIMENTIOSES OX THE PLOT. IS' LOCATION IS APPROXIMATE Ni: 4'0T7&/-009OS°7-/ 60087-1 I l2oIB" COOP ReceiveI nvert1N.B1 JUN252OO Li. . a Psim By Droio Ceotr N E r7: 3 1 a iIL-" - z INDEX OF SHEETS 1. TITLE 'SHEET 3. OVERALL SITE PLAN CONDITIONS C T Y o f S E B A S T A N 4. PROPOSED DOWNSTREAM CHANNEL PLAN 5. PROPOSED DOWNSTREAM CHANNEL CROSS SECTIWi 6. EXISTING PARTIAL PLAN VIEW & CROSS SECTIONS. 7. WEIR ELEVATION & NOTES 8. WETLAND PLANTING PLAN 11/15/as REVISED PER SJ.W.M.D. COMMMENTS JRP/EI-TM Its the Law! 1-800-432-4770 Sunshine State One Call of Florida, luc. LOCATION MAPS (NTS) APPROVED PL4t MASTELLER & MOLR, INC. Ml CIVIL ENGINEERS 2205 14th AvrO / [ P 601 507-5300 Vo 0ech, EToddo 32960 794-1106 / 9it .' MELBOURNE SERVICE CENTER LARL H. MAST #26658 ho 1/ - .. ft --- \\ '\ '\ \\ \ N 7 /> \ \18' \ \ < ;1" \ \tl101 4 TOPOFWATER s \ /O\ _--. ) \\ & . . .i ELEVATION I 26 \ ' \ / ) -- \ \ ? p1 --- -- çc-7 \?8 '1 N \ \ \ \ : .: I : Ti .. I 2 \ or THE + \\ \\ \\\\\\ \ STONECROP DHANACE 8ASN ,10 2 - \ 'S \ \ \ \ 'THIS IS NOT A BOUNDARY SURVEY" " \ \\ \ \\\ \ f 7 4 \ \ \ \ \\ \ ---- ,/'z/' \ \\ \\ \\ \ SCROLL STREET (50' R/W) '-- 7"__ ,, / \ S ' \ \ \ v \ S \\ \\ \ \ \ \ \ \ ' \ 9\\\ \ \ + ( < (( \ 'S S \\ \ \\\\ \ PROJECT BENCHMARKS LEGEND AND AB3EVIATIONS \ \ \ \ N ' \ \ \ \ I) THE TOP OF A PA AND OFSK A ThE WEST EP OF STONECHOP SWEET, 36 NORTHERLY \ S \ ,SS. \ \ \ Sr NORTH LINE OF #55° TIONECROP STREEEI ELEVATIOS=15 HR PRO ROT ROD AND CAP THIS SANITARY MANHOLE SIGN N \ S ' \ S \ \ \ j,,, \ - -S \ ' / \ \ \ 18 s24 crSSp 2) THE TOP OF A HEADSSALL SOUTHWESTERLY ENDS EASTENLTSIGE OF STONE050P LB LCENSES NOSINESS N\\ ___ \ \ S/ 'N\ ( \ \\ nvertl2R6 STREET, AORI}IERLT OF TTREAMLET ELEYATION=lRN4 EF HAY PINE Oi DRAINAGE HANAOLE 5 LICHT POLE N \Y\\ \ --- S j \\ \ \ \ \ S_ A\ 3) THE TOP CE AN RD NAIL AT iRE IS1ERSECTION OF HSNTNSSE ATE AND MAJESJIC CR CONCRETE MONURENT . ® WELL ER MAIL ON PATERSON \ 55 I \ \ \ S________ \ \\ \ \ \ / --- )J STREES ELEYATION17.HI HEAT. MEASURED 7 PALM \ \ \ \ \ ___'\ \\\ \ \ \ - .5 \ 0 4) THE TSP CE A MOAT DPIIT AND WASHER STAMPED NM D-39' Al THE INTERSECTION PATE PURLIC ATILITY AND DRAINAGE EASERENT HYORANE SOUTHERN DELL DCX \ \ N \ \ s Y- \ \ \\\ \ \ \ iN' 24'p OF TUE SORER ECCE HF I5AVEMENT OF HAJESEC AVE. AND TIlE WEST EDGE OF FT. FOUND SL SHNUR EARLE TV DOG \ \ S \ \ '\ S \'S.A \ \ ç(c\\ vesT=1D à 'çc PATEMENT CF ROULETTIE ST. ELEHATIOS7.5R .1 NN;NLCEARENT RAPLE SS\\ \ 'H55 S \ \\\ \ IT \\ \ \\ \ -:\ FINWYFLOOT ClINGS CLEANOST ELECTRIC NOR \\ \ S\\\\\\ V \\ \ \ \\ \\\ \\ EACTOYPAVERENT LV CATCH \ \ \ \ + \ TTS \ 0 \ ' \ \ _(\ \ \ \ S ) L LENGTH \ \ \ S \ 10 \ T \ \ \S \ ,- \ \ \ \ \ ID. IDENTIFICATION \ \ \ \s\ s U' \ \\ \ -)7 \ SEC. SEC1ION \ S 2 \ \ V ' ' \ \ \ \ \ \ TAP. TOWNSHIP \ \ \ \ \ ' \ \ \ \ \ \ \ \ \ \ \ ROE. RANCH \ \ \\\\ \ \ \S TL S \ \\\\ 4 S\\ \\ \\ \ \ A S \\ \ \\ \ \ \\S\\\ S \\\ \\ \\ \\ \ \ \ \\\\\ \\ \\ T \ \ ..S \ \T \\ \\ \\ \\ \\ GRAPHIC SCALE \ \ H \ \ \ I \\ \ 2 \ \\ \S\ \\ I 1L' S I \ \ SN\ \ \\ \ c L\ ROULETTE STREE I (50' R/W) \ \\\\ \\ \\ 55 \ \\ \ S +" N \ \ iY5: I S \\ \ \ N \ \ \+ \ I S /H \ ':.. ' '- \ \ N S \ S \ + I6 I NNN \\ /\ \ V \\ //8 J I R[FORT VT SURVEY \ '\\ \\ N \ I \\ 7 ' I V SLIAVEYON IN RESPONSITLE CHARGES ROD REED P.S,M. 39H \ \ \ \ 3 .YA \ / \ \ 55 5 I U RASTELLER, MOLET & NEEDS INC. CERTIFICATE CF AUTHORIZATION LB. 4R44 \ \ \ H \__ V 5'Vs. H V -- \ O 22D5 14TH AVENUE . \ \\ \ \ S \ \ + 'N N T I / I VETO REACH, FLORIDA 32RSS PHONE (SRi) 5R4-DXSX \ A \ \" \SS \ 55 I ( \ oS S.. . I I I SEAL OF A FLOTITA LICENSED SURVEYOR AND MAPPER. ADDITIONS CT DELETIONS \ \ " \ S H \ s 55 20 EASEMENT I I H5 I TO TIlE SURVEY RAP AND/ER REPORT XE SURVEY BY STIIER ThAN THE SIUNISO PARTY \ S' \ 'N 51 L bH OPPUR1iESISPRUHIRIVEDWIVEOUTWOITTESCXVSEVTOFYHESIONINGPANOYVNPANYIES. \ o \\ \ \ S ..--, .T S S 5/ ACCURACYS THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE \ , \ \ S \ --- * S S I 1WFIIHNM TECHNICAL STANDARDS (R1SF7-R FAC) IS URBAN \ -: 55 N.. .Y5 I I I . -- ==V:- H- .__ __5 TIlE IDINIRUM RELATIVE DISEANCU ACERSACY FOR ThIS TYPE OF HOUNTANY \ A N V 50 DRAINAGE RGHT-OF-W\Y ] I I ' -"-U-- T. TS CUOVEY IS 1 TOOT IN 75ST FEET. THE ACCURACY OBTAINED DY MEASUREMENT \ \ \ \ 55 I r L AND CALCULATION SF A CLOSED GEOMETRIC FICUTE AAS FOUND TO MEET OR EMCEED \ \\ \ \5 N . 55 I ((I I + K TS TIllS REQUIREMENT. \ J \ \ NN > ..._: -:_ _ I Il1 /hI I I T F LAST DATE OF FIELD WORK 2/9/99 \ \ \ S N 7 // I I < 7 I TUEDEANINOBAOEFURTHIQSURTEYISASFOLLOASs .5 \ \ \ S N\ NV 20 EASEMENT I \\ I I I I A' PLAY 55 TB / IVY I I I I ( 1 B THE EEN1VRLIHE OF TIONEEROP STREET BE1WEEN TWO FOUND NAILS \ \ 5 ._.o -.------ -----------.----.- ..,L_571_L5__.____ "-II II -U A-5\ CYHEBEATINOISNHOXXSO'E \ \ S.. N 5: " / I ( -I- r I I I I t.) NO INS1RUMENTS OF RECORD TEFLECYINS EASEMENTS. RIVVTS-OF-AAY N5 \\\\ N OAR L __- 7 T / \I\\ l\IIII 1 EXCEPT \ / I L__ j I ( Ij I I /1 ]TUPANEELOFLARDSXVAVHETEONISLOCATEDINFLOODZONE'OAND'AE \\ - I II S V > PET FL000INSUNANCETATE RAT12OA1COD7AE DAVEDXAYRYi4, iRMA. \, 21'xiX' C -I- I S _ J I k1 I I I II ) V5 < UIILESS A COMPARISON IS SHOWN. PLAT VALUES & MEASURED VALUES ATE ThE TARE. 21xi4 , N verTI4H6 VE : \ I I I I IL . .10K ELEVAEONS AS SHOWN ON THIS SUDVEY ATE BASEO ON THE invert14.NO / -J N II\!IU +' () NATIONAL OEODEVIC VERTICAL DATUM OF 1929. CD I, .- H VEE TRUE MEAN RICA RATER LINE WAS NOT LOCATES IN CONFORMANCE ES CHAPTER 117 (Yi ). < Cp MO "P -IerTEi65O I PUTT II. THE COASTAL MAPPING ACT, I STONECROP STREET (50' R/W) Tvert=1U741 rt=1U53 W Inn] APPRXOIMATE MONTROSEAVENJE7 INTTE Dl i T1I 25 [ESERECEN 0< z9 <GA COT LU ..J LU OTVE UNS\:YSL 8 EU -JOVE <VEND 00 H- i 00 ZH (j LU ND I>- 9 0 EU :1 J) 0 5) -S SD If) 1 (0 cz L - U RGS) < Co to (0 U- C) - .5 '. C Hi) E iI ;5 U) " (S5 0 Ei + H- CA EU 5) PT U- CT 5) (0 0 H- EU EU 0) 0 CT EUOT EU 0) VE LJ LU C (0 0 -( LU EU F 0 < U) < UJ >-<UTEDTI0 I F- 0 EU10 0 1/) 0 PROPOSED DOWNSTREAM CHANNEL IMPROVEMENTS (SEE PLAN & CROSS-SECTIONS SHEETS 4 & 5 OF 8) ST. SEBASTIAN RI VER SEE SHEET 6 OF 8 FOR THS AREA PROPOSED WATER CONTROL STRUCTURE (SEE DETAIL SHEET 7 OF 8) 7,<i:_' I - '- 6 ,-V-V : erTfi , ----- (\\18oAp SCALE 1" 50' ,--- cc _ __ 4'oo- "A O/eoert.A080 : '-: l \\ 1* : \\ 1 : ,_SrW. \\\\ 6 ;e ,.-VVV-:2' T' ' \"""s N \ SCROLL STREET (50'_R/W) 'C ,Z' ,' ,/ ANrMVZr. C0 \ 0o \ ' '' ' A> 'Orit;:A,, C ,- / \ \ (' '' -'" "TAi, 'I \\ ' PODdEd BENCIIMARASt 1 ( TH'_ T\ T\ 'o \ 1) THE TOP OF A PA AND DISK IN THE ST SF OF STORE000P STREET. 36' NORThERLY K I I I I -. oN 0 N o' N K 0 OF NORTH LAKE OF #1550 STO1JECROP STHEEET ELEHAOON=15,00 I I /\T\IT 3 \o \ \ N \ 1RTH24 coop 2) THE TOP OF A HEADWALL SOUTHTHSTETLT END, EASTERLVSIOE OF STONECROP Ic "- A \ '\'N'\ \ \ STREET, NORTHERLY OF STREOMLET ELEVATIDNTHM.64 N NN \\ \ \ N / \47T I \\ 0000 K K )., 3) THE ICR OF AN TA ROIL 00 TOE INTERSECTOO OF UONTITOSE RAE AND MAJESTIC \ \ N 91$ I I 06Tr o\ \ ' STREET ETEVOTON17.MI C,,S\\ \ K \4T)N \ ''N \ 00'ç - \ (' 4) THE TOP OF A 0000 NP,KE AND RASHER STAMPED MM 0-39 00 TOE INTERSECTION 0 'X\ N ' ' \ '3'N \\'N' 1 \ \0k \ \\c \\ \ \'C'N'\'CNN A''N N',, \\ \\ \ \ \ \'$\\\"\ Ni$ \ 'N:NN NON \ \ A-, \ \ - N \ \ C - \ N'\\'0)S""N &A \ \"\\\ C \ H" SO, a\ 0\K 5N C C U S,N 55"U\' 'C'\ - Th '\ 'N'5 N T'5'S\So N OF THE SOUTH EDGE OF PONEMENT OF MOJESOC ROE. AND THE REST EDGE OF POVEREAT OF ROULETTE ST ELEJRTKTN17.S6 N \ \N 'o \ NO,, (3') o\'N k \ H T N'N\\\\\\ N, I N\\N'\,\ \ 'N NNUK 1 \\\\\ N PR OPOSED T TI\ 6' HIGH CHAIN LINK O'\, \\ T N N FENCE W/3 STRANDS ITT 'N OF BARBED WIRE \ N ON TOP SILTATION WL = 8.0± BOTTOM=2, SLOPE=4: 1 ROULETTE STREET (50' R/W) PROPOSED 20' WIDE GAT TZ'\ I N5N ----- I , : -- ' 11 l:.::i1T-: [_ 0 < STONECROP STREE] (50 R/W) i rrl1 ---__ C j MONTROSE AVENUE \ PROPOSED S)LTAT)ON < (50' R/W) A-A N- BOTTOM EL. = 2.0' BAS)N SILTATION BASIN CROSS-SECTION, SCALE: 1: = 20.0' OVEPALL SITE PLAN -n. 'J ' - REPORT OP SURVEYK !, " :NRYR:sYONREEHAYCE OAT REEA P.NM, TOrT . ) I I L I MASTELLER, MOLAR B REED, INC. CETTIFICTTC OF AOT1JSOIZATON LB. ROOM d I I TO.. 220N TMTO AVENUE TI I I ' VERA RETCH, FLORIDA 32960 - PHONE )SOT) SOH-OOTD I I I I I' K THIS SUTVEY IS NOT NOLIT ROITUT THE SIGNATURE ANT THE ORIGINAL RAINED I ))S I I " SEAL OF 0 FLORIDA LICENSED SURVEYOR AND MAPPER. ADDITIONT OR DELETIONS SRI t N A TO 0-IC SURVEY MAP MOD/OR REPORT OF SORTER MY TTHER ThAN ThE SIGNLAO PARTY S oIl IA -U_.........L ---- I ; o PNRTES IT PROHIBITED RTHOUT ROITTEN CONSENT OF THE SINNING PARTY OR PARTIES. :MKHTD,__.___ Rr='-- __ I__I I . OECAOUCAI THE EOPECTED UNE CF TOE LANA, OS CLASSIFIED IN THE I j SO MINIMUM TECHNICTL STANDORCT )T1O17-6 FOE) IS URBAN I --'===oo5V=-_:5. -& _ - -S THE M,N!MAM RELATIVE AINTONCE ACCURACY FOR TOtS FOE BE TSUNDNOT 35 _HH= 'OEc ----a "TN.0 '1tC DOCHN1 CO NANDAFE THEAN C OTREDT AC UAEMET , 9 GV(JA'( CF A VERSED OECMETRIE FIGURE 005 FOUND TO MEET OR EXCEED A _,___ Si THE ANSI DOTE Cr FIELD R000I 2/S/SM I\'l ( ' 1T I i: . 1E0CINO BOSE FOR THIS SURVEY IN OS FOLLTASI I I' I '--- 1T 0) THE CENTERLINE UP STUNECHOP STHEET OETOEEN PAT FOUND SAILN 1 1 I I PR5JDE CONCRETE T A) THE REARING IN 000RD'DD'E II il BAG SLOPE PROTECTION '....' AND/ORANUERSTIY BOREFUONISHEOTO TT-RSSERUTE'PORAACEPEAS 11(1 p-AS OFREC1 ED BY 50100K. NT TTCE OPINION IS ETFRENNEA OR '-OT 1III N E'iSGJNEER 1 0 PREVENT . RH'S SURVEY DUET NOT CERTIFY TA THE EXISTENCE AT L00000N OF TNT - 11T \\ f ERÔ$ON IN THESE I ESUNDATONNN, UTLITEN. UNDERORTAND ENEAOOEVMENTH CT IMPROVEMENTS EXCEPT -II (IA hIlT N , I J , THE PARCEL CE LOND SHORN HERECN IS L000TED IN FLOOD ZCNE "6" AND "ME IiI1)i II\I I C 20 I, > PER FOODS INSURANCE ROTE MOP T2OTTCTATB 5, DATED MOO RON, 1STB. \()\ iiiM ,) < ANLESS M COMPARISON IS SHORN. PLOT VALUES N MEASURES VALVES ORE THE SAME, - I$t I1ITI , _- , TAlE ELEVRTDNS OS SHORN TN THIS SURVEY ORE BONED AN THE II'r\" 1II4 r ,-"" I NATIONOL NEODETIC VYROCRL DATUM DE 229. ;±'000 PARTH.ThECOASIALMTPPINOACT. NAT LOCATED IN CONFORMANCE TO CHTPTER TAR ,rTHCOI4 I IS,,, IA.TS 'I' 12'elO" OAP Jj °' THE NOTES 20' EASEMENt REST OF STANE000P STREET RUINS VENT TONTRA THE I I I TOO , DRAINAGE RIGHT OF WOO IS NOT DIMENNIONEA AN THE FLAT, ITS' LOCATION IS - - -1-I-----' -I- OFPROXIMATE III 2HIRcooA , I oo EMP IT,e,B=KT.6I INVERTH11 3T INVERTTT.2S MASTELLER & MOLER, INC. CONTROL STRUCTURE FOR ::: NOV 1 999 I AC EHM 9REVSEDPERSJWMD COMMENTS TJRPEHM M r- CONSULTING ENGINEERS ACA JUNE1999 NO, JTV DE000IPICON DR/APP 2205 ItCh Avere 5211 Ok.eohobee RotI . A VerA Broch, Florido 32960 Fl, PIerce, FIoAd 32947 (9 JA5s4{%'37T / It I - SrcAO 3 AF 5 F E VI SI ON S ,) $ )'% City of Sebtian, Indian River County, Florida ©1999, MASTELLER & MOLES, INC. EARL H. MASTE LLE R, P. E., FL#2 6658 E1 - 5 LIii TOP OF WATER I ELF VA P ON1. 26 V' \- - --= ___L (- V ----7 LEGEND /7 PROPOSED ELEVATION (CONTOUR) / EXISTING ELEVATION (CONTOUR) / PROPOSED RIPRAP EROSION PROJECTION 7 // N N \ 'R N / / / / / / / / / / / / / / -I / / / / / / / V V / / V / / V V / / V / V / V V V V V V V V V / / V / V V V V V N TYPICAL CPOSS SECTION V 8 V - V -V V V V --V V + q 6 OF 7 FOR CROSS SECTIONS ( V V K_V // ; 1\ VV V \ . _VN j \\\ \U V V /V V 3 (Typ.) 8 I \ 1 //V/VVV /V n - 'N \\\\\ \ -V 7 V V ' __\ \N \N 5 \ I __- --V V V V V' \ \ \ V ,V -V V V V \ N S' 1 ' V V _ _ V V V z _ V : V V V V V Q V V V V V V _ V Z V V V V 9 -V V F N -V : V V V \/ \ \ \ V V -----c VV _VV i \\ \ \\ N \ - V 10 V V 1 \\\\ \ N N \ - L V / / V \ N \ _\ VV V V V \\\\\\ N N \ ii_V VV V OOO V \\\\\ \\ PROPE N \\ 5 _V PRQPSED WATER V \\ \\\ WEIR N N \\ \ 12 VNTRL'STRUCTURE _V _V \ \\\\ N N N\ 0 V V V \\\\ N N\ \ V V V V \\\\ \ \ N NNN __ i- * 5 13 _V / / V 2 \\\\_ NNNNN -------- \ N V V V V V \\ NNN N \ V V V V V N NNNNN \ - ;LTERFABRIC 0 14 _/7 // /V // /V V L : STONESTOBECONSTRUCTED END ANCHORSTONES,WUFH EACH STONE 8ENG A MNIMUM // / V V /V / \> srroRMwATE/tAGEMENT BASII . 7\ SECTION AA V 7 / V V V N NN SECTION AT CENTERLINE OF OUTFALL SWALE AT RIVER VV I \\ V VV V /V /V /V V N < / V NNNNN N \\ V V 7 V V V I- ii- N 6 --- V VV /V // ,V \\ \\ VVV_/_-V//VV//VV//V//VV/ N : 7VNN < NORTH 1"=1o, PROPOSED DOWNSTREAM CHANNEL PLAN MELBOURNESERVICECENTER IA.r ov -'-: - :iiTTi M MASTELLER & MOLER, INC CONTROL STRUCTURE FOR {I NO 17jII JR CONSULTING ENGINEERS ©©© 1NEiC DESCRIPTION DR/APP 2O54thhAFr Id 32960 b 3247 '1 J{('4Z#51 i//hic 4 Q 8 IREVI SION S Ph 6I466 9200 City of Sebastian Indian River County FlorIda O9O9 MASEL ER 6 MOLER INC MAST'LLER FL # 26658 N 9864 :_______________ :: : CHANNEL PROPOSED RIPRAP CHANNEL PROPOSED RIP-WRAP EROSION PROTECTION EROSION PROTECTION sta. 0+50 sto. 1+25 cp EXISTING EXISTING I NATURAL GROUNO / NATURAL GROUND : :: : CHANNEL PROPOSED RIP--RAP PROPOSED RIPRAP EROSION PROTECTION sta. 0+25 EROSION PROTEC1ION i+oo r EXISTING EXISTING I NATURAL GRO'JND NATURAL GROUND CHANN 5 1 1iII11ITi - ______ PROPOSED RIP RAP PROPOSED RIP RAP sta. 0±00 EROSION PROTECTION sta. 0+75 EROSION PROTECTION AT WATER CONTROL STRUCTURE HOlE: CROSS SECTIONS ARE LOOKING OOWNSIREAM LEGEND PROPOSED CHANNEL ----- EXISTING NATURAL GROUND ---------- -1 PROPOSED RIPRAP PROPOSED DOWNSTHEAM CHANNEL CROSS SECTONS LJ EROSION PROTECTION 4i_ -.- ITTTfE MASTELLER & MOLER, INC. CONTROL STRUCTURE FOR % :::: EHM 2O54thhAF: d 32900 CONSULTING ENGIN EERS'- b!d 32947 0 © © R OLE 1 REVI SI ON S City of Sebastian, Indian River County, Florida © MASTELLER & MOLEOHNCL EARL H. MASTELLER, FL. # 26658 00000 () 9 PARTIAL PLAN VIEW SCALE: 1=10' 10 10 TOP OF WATER 5 El ,'ATlON=1-i-2G-- 5 0 XSTING NATURAL GROUND 0 (-)5 CROSS SECTION A-A SCALE: 1=10' 10 10 OF WAlER ()5 ()5 CROSS SECTION B-B SCALE: 1=10' 10 10 TOP OF WATER 5 ELEVATI0N1-2G' 5 EXISTiNG NATURAL GROUND (-)5 ()5 CROSS SECTION C-C SCALE: 1=10' 10 10 TOP OF WAlER 5 IONfr2O' 0 0 ()5 CROSS SECTION D-D SCALE: 1=10' EXISTING PARTIAL PLAN VIEW & CROSS-SECTIONS MELBOURNESERVECENTER ____ ______________________ M MASTELLER & MOLER, INC. CONTROL STRUCTURE FOR \ :9::, CONSUL1ING ENGINEERS J DOT 60 DATE DESCRIPTION DR/APP 22O5i41hA Id 32960 52110k h bid Rd hfh'6 6 0 5 RE 'v'I SI ON S _T TI City of Sebastian, Indian flyer County, Florida Wi999, MOSTELLER & dOLED, INC. EARL H. MASTE LLE R, FL. # 26658 99090 9864 p9 +10.5' TOP/Low WEIR R0T.NOTCF ±QLBOT.CHA5NEL -16.0' (TIP ELEV.L A013 1-6" SI122 00 CZII3 6" EMOEDMEI''I,,,,,,,,{ :24" 0.0. TYPICAL CAP SECTION SCALE 1/2'1'-O' ELEVATION OF WEIR-OOWNSTREAM FACE (LOOKING UPSTREAM) SCOTT 1/OTT 0" STIOUCTUFOAL NOTES 1010 GENERAL NOTES: SIRUCIURAL ERAWINGS SHALL BE USED IN CONJUNCOION WITH JOB SPECIFICATIONS AND SITE DRAWINGS. CONSULT ThESE DRAWINGS FOR DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. ANY DISCREPANCIES SHALL BE BROUGHT TO IHE ATTENTION OF THE ENGINIEER BEFORE PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AF1ER COMPLETION, IT IS 1HE CONTRACTOR'S RESPONSIBILITY TO OE1ERMINE ERECTION PROCEDURES AND SEQUENCE TO INSURE SAFETY OF THE STRUCTURE DURING ERECTION. THIS INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, 1EMPORARY BRACING, GUYS OR TI EDO AN S. OR1A DESIGN LOADS: THE STRUCTURAL SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH THE STANDARD BUILDING CODE, 1997 EDITiON BY THE SOUTHERN BUILDING CODE CONGRESS INTERNATIONAL, INC. THE FOLLOWING SUPERIMPOSED LOADINGS HAVE BEEN UTILIZED: MAXIMUM UPSTREAM WAlER ELEVATION: 14 NGVD 1120 SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGN INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE STONE RIPRAP CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE ARCHITECT/ENGINEER. DRAWINGS SUBMITTED WITHOUT REVIEW XLL BE RETURNED UNCHECKED. SHOP DRAWING SIJBMITTALS SHALL INCLUDE ONE SEPIA AND THREE SETS CF BLUEPRINTS. ONE SET OF PRINTS WILL BE RETAINED BY THE ENGINEER, ONE BY THE ARCHITECT, ONE BY THE LOCAL BUILDING OEPAR1MENT (WHERE REQUIRED) AND THE CONTRACTOR SHALL MAKE PRINTS FROM THE SEPIAS AS REQUIRED FOR DISTRIBUTION. IN ALL INSTANCES THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ENGINEER. 2011 FOUNDA1IONS: SEE THE FOLLOVANG REPORT FOR COMPLETE CEOlECHNICAL RECOMMENDATIONS AND INSTALLATION PROCEDURES. SITE SLPARATION AND FOUNDATION INSTALLATION SHALL COMPLY WITH REPORT No. 41307 DATED 3/30/99 PREPARED BY: UNIVERSAL ENGINEERING SCIENCES (ROCKLEDGE, FL) TITLES, STONECROP WATERWAY CONTROL STRUCTURE, ROULETTE STREET AND STONECROP STREET, SEBASTIAN, FL 2354 STEEL SHEET PILING: STEEL SHEET PILING SHALL CONSIST OF APFTCE'TO CONTINUOUS, INTERLOCKING PANELS. SHEET PILING AND ACCEYOFIIES SHALL CONFORM TO ASTM A572 GRADE 50. APPLE PROTECTIVE COATINGTO BOTH SIDES OF THE UPPER 12' OF THE STEEL SHEET PILING. COATING SHALL BE PORTER 7080 COAL TAR EPDXY FOR MARINE APPLICATIONS OR HI-BUILD TNEMEC TAR (48H-413) FOR IMMERSION SERVICE. PROVIDE COATING AS PER MANUFACTURER'S RECOMMENDATIONS INCLUDING SSPC-SP1O SURFACE PREPARATION. LEGEND EXCAVATION IFILL VVER ELEVATiON & NOTES 3102 FORMWORK AND SHORING: NO STRUCTURAL CONCRETE SHALL BE STRIPPED UNTIL IT HAS REACHED AT LEAST TWO-THIRDS OF THE 28 DAY DESIGN STRENGTH. DESIGN, ERECTION AND REMOVAL OF ALL FORMWORK, SHORES AND RESHORES SHALL MEET THE REQUIREMENTS SET FORTH IN ACI STANDARDS 347 AND 301. 3201 REINFORCING STEEL: SHALL BE ASTM A615 GRADE 80 DEFORMED BARS, FREE FROM OIL, SCALE AND RUST AND PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF ACI STANDARDS AND SPECIFICATIONS. SECURE APPROVAL OF SHOP DRAWINGS PRIOR TO CORIMENCING FABRICATION. 3302 CONCRETE: SHALL BE PLR AN APPROVED MIX DESIGN PROPORTIONED TO ACHIEVE A STRENGTH Al 28 DAYS AS LISTED BELOW WITH A PLASTIC AND WORKABLE MIX: 4000 psI FOR ALL STRUCTURAL CONCRETE. CONCRETE SHALL BE PLACED AND CURED ACCORDING TO AD STANDARDS AND SPECIFICATIONS. SUBMIT PROPOSED MIX DESIGN W1TH RECENT FIELD CYLINDER OR LAB TESTS FOR REVIEW PRIOR TO USE. MIX SHALL BE UNIQUELY IDENTIFIED BY MIX NUMBER OR OTHER POSITIVE IDENTIFICATION, MIX SHALL MEET THE REQUIREMENTS OF ASTM 033 FOR COARSE AGGREGATE GRADE #57 MINIMUM. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ASTM STANDARD CR4 FOR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM THE TIME THE MIXING WATER IS ADDED UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED ONE AND ONE HALF (1-1/2) HOURS, IF FOR ANY REASON THERE IS A LONGER DELAY THAN THAT STATED ABOVE, THE CONCRETE SHALL BE DISCARDED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LAB TO NOTIFY THE OVAEER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NONCOMPLIANCE WITH THE ABOVE. ALL CONCRETE SHALL BE WATER CURED FOR 7 DAYS AS PER ACI 308. CALCIUM CHLORIDES SHALL NOT BE UTILIZED; OTHER ADMIXTLJRES MAY BE USED ONLY WITH THE APPROVAL OF THE ENGINEER. ALL CONCRETE DESIGN MIX SUBMITTALS SHALL INCLUDE TESTED, STATISTICAL BACK-UP DATA AS PER CHAPTER 5 OF Ad 318-89. WATER/CEMENT RATIO FOR CONCRETE SHALL NOT EXCEED 0.45 BY WEIGHT. FILTER FABRIC: SHALL BE "RWRI.T FILTER" CONFORMING TO SECTIONS 514 AND 985 OF THE FLORIDA CEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 1991 EDITION WITH 1994 AMENDMENTS' (HEREAFTER NOTED FOOT SPEC). RUBBLE RIPRAP: SHALE. CONFOF'I TO SECTION 530 OF THE FOOT SPEC EXCEPT MINIMUM DENSITY SHALl BE 1.9 AND GRADATION SHALL BE SUCH THAT MAXIMUM IIDIVIDLIAL WEIGHT SHALL BE 75#, 50% OF PIECES SHALL WEIGH 3D# EACH AND MINIMUM STONE WEIGHT SHALL BE 4ft. ("DITCH LINING RUBBLE") :t-iL -i------- F1 MASTELLER & MOLER, INC CONTROL STRUCTURE FOR \ . iJ DXX X Z rM1 ' CONSULTING ENGINEERS ' R17LEW \ JUNE1999 NO. DAlE DESCRIPTION DR/APP 2205 14th A vee 5211 0keochobe Rood 'L'' V . SCL AS NOTED -- Vero Reoch, FlorIdo 32060 (1. Pleoe, florIda 32947 iiJi 7/qB s 7 0; FEVI SI ON S 9200 City of Sebastian, Indian fliver County, Florida 051009. MAS1ELLER S BOLER, INC. EARL H MASTELLER P E FL26RR 8 00440 9864 ST. SEBASTAN RIVER ect0fl O -Jj I 7 01 _c \ i\ I I \\\ OLLERGHOP HOUNDARY '\. "'ss SCROLLSTREET (50'_R/W) \ \ Y:1j1 ( ç\\\ \\\ 21 N ' \ \ 0 \182\ N \ \' \ I' OBLIGATE PLAN INC BOUNDARNy0\ \ '\\\' '\ A N \ \\\\\\ \ \''\ '1 \ \ \ \ \ \ \ \\\ \ 'N1 \ \ 0\\\ 'N . " ' \\\\\'s' '""_'\ 1\'0 ' \ \ N r SLOPE 4: 1 0 \ \\ ' \ \ / 4 0 \ I \ \\\\ N / \\ "$\ '\ \ \ \ ___'\ \ \ \ \ DIATELY FOLLOWING THE ROLLERCHOPPINC \ FACULTAT!VE IN OPERATION, THE CONTRACTOR SHALL CLEAN \ \ \ WL = 8.0± THE AREA OF DEBRIS FROM ROLLERCHOPPING \O \ I BOTTOM 2J AND REMOVE THE DEBRIS TO AN UPLAND SITE \-\ '\\ \ 'N /' DESIGNATED BY THE CITY WHICH IS SUITABLE \\ \ 7'. / FOR DEBRIS DISPOSAL \\\ 2/ w 0 /1 \ 5779 S,O1i35A ill.. )K \'' N - ROLLERCHOP BOUNDARY .. SCALE 50' * OBLIGATE PLANTING AREA = 2,4 ACRES F'ACULlATIVE PLANTING AREA = 0.8 ACRES TOTAL ROLLERCHOP AREA 3.2 ACRES PLANTING_NOTES: OBLIGATE AREA FACULTATIVE AREA NAME NUMBER NAME NUMBER CYPRESS 75 RED MAPLE 18 TUPELO 24 SWEET GUM 18 POP ASH 24 HACKBERRY 4 NOTES: ALL TREES SHALL BE (3) GALLON SIZE (4-6 FEET TALL) 2. ALL TREES SHALL WE F.ATTEI) ON 20' CENTERS 3. THE PLANTING PROGRAM WILL BE SUCCESSFUL BASED ON 100% SURVIVAL FOR 120 DAYS FROM DATE OF SUBSTANTIAL COMPLETION AS DETERMINED BY ThE ENGINEER ROULETTE STF1EE""(5O' R/W) 1 -- ff6- 2 b to Lu Iu JTIEL1E.. Q < STONECROP STREET (50' R/W) :55,5 = . :55,5 tl003 U T( W znhI O4mt:R36 ii MONTFIOSE AVENUE .-< (50' R/W) o(AoE/, :0A°0W25 WETLAND PLANTINC PLAN CONSUL1NG ENGU'EERS ©©©J\W S I = JURNESE6 No. DATE DESCDLPI:ON DR/APP 2205 1422 *o*o 0211 0kechobee ROod 'li/i - 0*2* Re*ch, P1*02* 32060 Ft. PASOD FI*rld* 32947 S ' 7 RISOSS 8 ° 8 =- R EVI SI ON S Ph I561) h L5i 466 920% City of Sea8tIan Indian Ifiver County Florida 9STELER A MOLER INC EARL H MASTELLER Pl, , FL#26658 9864