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HomeMy WebLinkAbout1990 - (#6) Contract no 3 Sewer Collection System RevisedW 0 w EASEMENT ADJACENT TO F E.C. R.R. R.O.W. PLAN VIEW SCALE: I"= 50' EASEMENT ADJACENT TO F.E.C. R.R. R.O.W. , , ? PLAN VIEW SCALE: I "= 50' AV JA,t'C J, c. i , F:PL-+-i �� RES'�'oRE EXIST. f'AVES.� Rc]AD R WLI,�.a.� 43!6� IAN F:F NOTES I *+T._r ^1 r0 TION LOCATIONS ARE NOT SHOWN. CONTRACTOR SHALL MAKE ( I ) 4 t ^Tco�, �QA'k--rvt�t 2, THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF EACH CUSTOMER C WISE DIRECT E LATERAL LOCA- ALL EXISTING UTILITIES, UNDERGROUND OR OTHERWISE AND CONSTRUCT THIS PROJECT IN A TION WILL BE MARKED BY -NOT, THE ENGINEER WILL CAE- MANNER TO AVOID DAMAGE TO ALL EXISTING UTILITIES. Al. CONNECTION LOCATION.r�-�� Masteller & Moler Associates, Inc. ////9/90 REI//SElo ReA AS - /jU/L CONSULTING ENGINEERS LAND PLANNERS r /V. s- M.T. O f ZIzzlo9 r:;z SEED FOR f3io G-1F/bP;?,H NO DATE DESCRIPTION DR /APP Post Office Box 1045 REVISIONS Sebastian, Florida 3205E 305 - 5BJ - 4B00 MAIN STREET PLAN VIEW SCALE: I"=501 3, LOCATION OF RIGHT-OF-WAY (R.O.W.) LINES SHOWN ON THESE PLANS ARE APPROXIMATE AND NOT BASED ON ANY ACTUAL SURVEY OR TITLE SEARCH. INDIAN RIVER COUNTY PROJECT NO. USB7-27CCS NORTH COUNTY SUBREGIONAL SEWER SYSTEM CONTRACT NO. 3 INDIAN RIVER COUNTY FLORIDA .3 a NOTE: As -Built information obtained from As -Built Plans prepared and certified by David R. Krueger P.L.S., Florida Registration No. 4425, dated 8/15/90. i `Tlt:e to .li oocu nt. ehlch Dear: race copYr Fr- Maet <l ler a .loler A..oc iat ea. ]. eaie:} in 11..[e: ier Toler A..ocl.te., .n. 7rarer Aoc u.enc. are prc.lCeC to the ornrr -tell 1n connection rltr thl. project An) other cee cr r uer tneee ai—lote -r an) re proouction. Ctepla) eale Jr et nrr olep oe it t-r nr tne.e document. by anyone I. eapre.e l) prahIbIted .lthout con.ent of .a.teiier t Ncler A ... cl.te., 1.c pur.uant t� the Pedera': copyr Ight lar .' . PFr.OPr) DR4►WINr RAWN R, R , F. CHECKED E, H, M. DATE 8/ 8 8 W-D. 1145 SCALE I311 SHEET 24 OF 65 EARL H. MASTELLE R , P.E. FL. 26658 DWG. NO. 86004 SEI✓ E 3SL.OkI 7=�R GOf�tT,tv�►ATIO1�! S�� SHEET �Z OF- 6,S 1^ODi Ca1VT11-I6JATtp/J PLAN VIEW SCALE: I"=50' A-Q - 17 t iYt! t Pdl `{- O O its• . "* !� 3 O a G CUnJS FZUCT f- IG T-)-I RU T 13 s a y t. ti f . I "// GO > ti p s a r 4; RIVERSIDE DRIVE PLAN VIEW SCALE- I"=50' .. ' ,. ,:. _ ,.� - , .,,:.. � r�,,. -..,.. _a.,, ,., _.., � , � '; J.'m _..,.)...�'_Y�.,t�:'T� riv..X l�� r"77 f1.T°...... � , ._... •.. 1 N ja �_ •. •, Tug-., ., s .,..- O O m cAc> STFZ CJGT F? V, G- FORGE MA 11. i r a J/ 3 * "1". C1>VE R � CTYR ) LAGH GU51 UMGK t<VIVIIGV T7P��- Ln n, ac WIFAL . a Ild — -�— , -� `..� c r.a.4 Lva.M- ---- -'--- - --- - - - TION WILL BE MARKED BY TH T THE ENGINEER ;ILL OE- MANNER TO AVOID DAMAGE TO ALL EXISTING UTILITIES. CONNECTION LOCATION, M Masteller & Moler Associates, Inc. ///19I9D REviSEO DER AS- 341/4T N.S./M•1- D. 2/� ��_,/ scram ��� M C-,i--/�� M CONSULTING ENGINEERS LAND PLANNERS r 2'ZZ18--) REV15ECD FOR F /1 1 N0 DATE DESCRIPTION DR /APP REVISIONS Post Office Box 1045 Sebastian, Florida 3295B 305-5B9-4B00 INDIAN RIVER COUNTY PROJECT NO. USB7-27CCS NORTH COUNTY SUBREGIONAL SEWER SYSTEM CONTRACT NO. S VnA E /1 Hr r' INDIAN RIVER COUNTY FLORIDA N << $�-I3�A,'.�TIAtM..I .SDcJAFz� SHOF'Pta'.1'lo C�1�1"1"l�.F� _ O FZEGOntSTRUGT P.4�EC� I�FZI V� 4-GuFZB 1►J, W V- !?l J CD NOTE As -boil'. inf.-ration obtained Irom As-DullL rlull5 �l-cynic u certified by David R. Krueger P.L.'O., vi--ila Registration No. 4425, dated 8/15/90. RFr.OR() DR�l►1NINf- DRAwN R.R.P. the -o,r,g•. CHECKED E.H. M. ,Maett i:er t Ibi<r Auo<:.:<., ;nc i• v<ettG DATE 8/88 aor t pe a t. the <' e f­-tior t1l. Dr J< t .� W.O. 1145 SCALE [<C .tn<ut n•<. M..t<i.<r 1. SHEET 35 OF 6 5 EARL H. MASTELLER , P.E, Fl ?(;658 i0 ' 445e ' 30 25 20 15 10 I /90 REV/5E/D PER AS -Sall-TS 09 REVJSED EASEMENT /89 RE.v1SED FOR BID V12 89 REVISE1] PER PE.L. COMnF_nTS TE DESCRIPTION Z REVISIONS 21 `-- EXISTING SWALE ' VN PLAN VIEW SCALE: 1 "= 10 PROFILE VIEW HORIZ. SCALE: 1"= 10' VERT. SCALE: 1"= 5' N•S.)M•Z.D. HM Masteller & Moller Associates, Inc. J J H /D,QH Mao/n.R.H. CONSULTING ENGINEERS LAND PLANNERS M.J.D/A R_H DR/APP Post Office Box 1045 Sebastian, Florida 32958 305-569-4600 NOTE: DATUM ASSUMED BORING + 3 INDIAN RIVER COUNTY PROJECT NO. UBB7-27CCS NORTH COUNTY SUBREGIONAL SEWER SYSTEM /] CONTRACT NO. S(%J , - �C�VUC�G� p��p0a� 07ZM(OO a9 &HD CFOO GRCC X&M INDIAN RIVER COUNTY FLORIDA CARRIER PIPE 20 -0" (ALL RESTRAINED) (TYP.) \ 2'-6" 5'-0" 5'-0„ 5'-0„ 5'-0" 2'-6" lJT/L/TY EASEMENT CASING INSULATOR, MODEL Al2G-2 WITH SPECIAL RUNNER HEIGHTS. RUNNER HEIGHT TO BE LARGE ENOUGH, SO THAT IT DOES NOT INTERFERE WITH THE PIPE STAINLESS STEEL RESTRAINED JOINTS. CASING INSULATORS NUTS &BOLTS BY PSI OR APPROVED EQUAL i STEEL CASING PIPE PIPE 'a BLOCKING DETAIL EASE 11�rE.17- N.T.S. 30 25 0 us a 4"-180° RETURN BEND STAINLESS STEEL INSECT SCREEN \ ��— I I —III DRILL OR THREAD OPENING —� I iIII—III—� AND WELD CONNECTION OFFSET WITH BENDS AS REQUIRED WOOD BACKSTOP REQ`D..IF 4 „ CAS T MASONRY SEAL IS USED 'S T IRON �--- MECHANICAL OR MASONRY — — — — — — — — - SEAL REQ'D. AROUND PIPE 6" I I MAIN NEW STEEL CASING NOTES 1. LOCATION OF CASING VENTS TO BE DETERMINED BY THE ENGINEER IN THE FIELD. CONTRACTOR TO PROVIDE FITTINGS AS REQUIRED. CASING VENT DETAIL N.T.S. NOTES 1. CASING TO EXTEND FROM WEST ROW TO 5 FEET EAST OF EAST ROW, 2. CASING PIPE SHALL MEET CURRENT ASTM SPECIFICATION A 139 AND BE COATED INSIDE AND OUTSIDE WITH A BLACK BITUMINOUS COATING PER CURRENT "AREA" SPECIFICATION 1-14-13. 3. CASING PIPE TO BE WELDED PER AISC SPECIFICATIONS SECTION 1-7-2. ALL WELDS SHALL BE FULL PENETRATION. 4. AT NO TIME WILL CONSTRUCTION INTERFERE WITH THE NORMAL AND SAFE OPERATION OF THE RAILWAY. NO CONSTRUCTION, MANPOWER, OR EQUIPMENT WILL ENTER THE RIGHT-OF-WAY BEYOND SAFETY CLEARANCE LIMITS OF 20.0 FEET FROM THE CENTERLINE OF NEAR TRACK. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING INDIAN RIVER COUNTY AND THE ENGINEER A MINIMUM OF ONE WEEK IN ADVANCE OF THE SCHEDULED DATE OF THE BORING CONSTRUCTION INCLUDING PIT CONSTRUCTION. THE FEC'S RAILROAD INSPECTOR SHALL BE CONTACTED A MINIMUM OF 7 DAYS IN ADVANCE OF BORING CONSTRUCTION INCLUDING PIT CONSTRUCTION. 6. CASING PIPE SHALL BE SEALED AT ENDS FOLLOWING CARRIER PIPE INSTALLATION AND EASE END SHALL BE VENTED. 7. CONTRACTOR SHALL INCLUDE COST TO RELOCATE EXISTING UTILITIES FOR CASING INSTALLATION IN BID COST ITEM FOR THE JACK & BORE. 8. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10, SEPARATION FROM RAILROAD TRAFFIC CONTROL DEVICE. i NOTE: As -Built information obtained from As -Built Plans prepared and certified by David R. Krueger P.L.S., Florida Registration No. 4425, dated 8/15/90. ., RECORD DRAWING DRAWWN A.,J, "C.A.O 'role [o all docu.enta [rear Cne copyright CHEpCED E•,H•M. cr Maeteller L Moler Asaocls[ea, Inc. 1s v eted aole ly 1n Mast eller L Moler Assoc l at ea, einc. The ae dac..ente are prov lded to the o ner DATE 8 / 8 8 solely in connection ri th th I. project. Any other use or reuse of flee! document" or any w.o. 1145 reproduction display, Bale, or other dlepoeition of these documents Dy anyone is a preesly pr onl hated rl tlout consent of Maeteller L SCALE AS SHOWN Mole, Associate*, Inc. pursuant to the Ptderal copyright I— - SHEET SI OF 65'. EARL H. MASTELLE R , P.E. FL. 26658 OH No. 86004 1 M11 MARK1=r2 215 MILE MARKER LIS BATTERY VAULT Y STORMWATER DRAIN Q I => o CONC. HEADWALL — — — N.T.s. °k3` �I --- f, P SR S"/2 1-- 0 `„e 0 I Q = 4I LECTRIC PANEL In blf\ \ I I I 78 PUN\P 4 LOW. PAO 1.0, - — � - \J/ /OS ' PLAN /OS Sys* _ — - 1796 LOCATION PER COI ZRA rOR \ Q ltis N N a o � g ,ry lT EX/S T/,Vb L O0T/ON <F/ELO > STATE ROUTE 5 12 - C FELLSMERE ROAD-) - CONSTRUCT 20'' x 8" 0 M.J.C.I. REDUCER CONSTRUCT 20" X 20"0 M.J. TEE W/ CONIC. THRUST BLOCK CONSTRUCT 8"O' M.J. PLUG VALVE W/VALVE BOX —� RESTORE EXISTING PAVED ROAD T — 20 15 10 5 n —5 U /210¢19O REV/SED PER AS -80t.T Z 1 /2B/84 REVISEp FOR BID I I �8.9 FE.L. COMMEIJTS NO DATE DESCRIPTION Z REVISIONS m F.E.C.R.R. R.O.W. CONIC. HEADWALL RAILROAD TRAFFIC CONTROL DEVICE E.O.P. aaw-L — IV CONSTRUCT 20" 0 M.J. E.O.P. PLUG VALVE W/ VALVE CONSTRU T 20" M.J. BOX PLUG VALVE W/ VALVE BOX CONSTRUCT 20" 0 D.I.P. FORCE MAIN CONSTRUCT VENT Io' MIN. (SEE DETAIL THIS SHEET I 8"0 D.I.P. FORCE AIN CONSTRUCT 36'0 STEEL CASING T T-- T T - B g YP.P PLAN VIEW 0 P.P. o w w SCALE: 1 "= 10' co PROFILE VIEW HORIZ. SCALE: 1 "= 10' VERT. SCALE: 1 "= 5' N•S. /iV1.7 p. M Masteller & Moler Associates, Inc. MJD/DRH CONSULTING ENGINEERS • LAND PLANNERS MJD�DRH DR /APP Post Office Box 1045 Sebastian, Florida 3295B 305 - 5B9 - 4800 A VAWAWAl FAM 'A I wzz_,,JA% I V krAtVANFA TRACKS NOTE: DATUM ASSUMED P.P T B I 20' WIDE UTILITY EASEMENT CASING INSULATOR, MODEL Al2G-2 WITH SPECIAL RUNNER HEIGHTS. RUNNER HEIGHT TO BE LARGE ENOUGH, SO THAT IT DOES NOT INTERFERE WITH THE PIPE RESTRAINED JOINTS. CA`;ING INSULATORS BY PSI OR APPROVED EQUAL STEEL CASING PIPE 4"-180• RETURN BEND STAINLESS STEEL -� INSECT SCREEN 0 I v OFFSET WITH BENDS AS REQUIRED 4"0 CAST IRON MECHANICAL OR MASONRY SEAL REQ' D. AROUND PIPE CONSTRUCT 20" 0 M.J.C.I. 900 BEND W/GONG. THRUST BLOCK BLOCKING DETAIL N.T.S. MAIN NOTES STAINLESS STEEL NUTS & BOLTS PIPE DRILL OR THREAD OPENING =' AND WELD CONNECTION WOOD BACKSTOP REQ' D. IF MASONRY SEAL IS USED Y _7__ - - 7�� NEW STEEL CASING 1. LOCATION OF CASING VENTS TO BE DETERMINED BY THE ENGINEER IN THE FIELD. CONTRACTOR TO PROVIDE FITTINGS AS REQUIRED. CASING VENT DETAIL N.T.S. NOTES 1. CASING TO EXTEND FROM WEST ROW TO 5 FEET EAST OF EAST ROW. 2. CASING PIPE SHALL MEET CURRENT ASTM SPECIFICATION A 139 AND BE COATED INSIDE AND OUTSIDE WITH A BLACK BITUMINOUS COATING PER CURRENT 20 "AREA" SPECIFICATION 1-14-13. 3. CASING PIPE TO BE WELDED PER AISC SPECIFICATIONS SECTION 1-7-2. ALL WELDS SHALL BE FULL PENETRATION. 4. AT NO TIME WILL CONSTRUCTION INTERFERE WITH THE NORMAL AND SAFE 15 OPERATION OF THE RAILWAY. NO CONSTRUCTION, MANPOWER, OR EQUIPMENT WILL ENTER THE RIGHT-OF-WAY BEYOND SAFETY CLEARANCE LIMITS OF 20.0 FEET FROM. THE CENTERLINE OF NEAR TRACK. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING INDIAN RIVER COUNTY AND THE ENGINEER A MINIMUM OF ONE WEEK IN ADVANCE OF THE SCHEDULED DATE OF 10 THE BORING CONSTRUCTION INCLUDING PIT CONSTRUCTION. THE FEC'S RAILROAD INSPECTOR SHALL BE CONTACTED A MINIMUM OF 7 CAY5 IN ADVANCE OF BORING 900 BEND CONSTRUCTION INCLUDING PIT CONSTRUCTION. 6, CASING PIPE SHALL BE SEALED AT ENDS FOLLOWING CARRIER PIPE INSTALLATION AND EASE END SHALL BE VENTED. 5 ' 7. CONTRACTOR SHALL INCLUDE COST TO RELOCATE EXISTING UTILITIES FOR CASING INSTALLATION IN BID COST ITEM FOR THE JACK & BORE. 6. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10, 0 SEPARATION FROM RAILROAD TRAFFIC CONTROL DEVICE. -5 NOTE: As -Built information obtained from As -Built Plans prepared and certified by David R. Krueger P.L.S., Florida Registration No. 4425, dated 8/15/90. BORING # 4 RECORD DRAWING INDIAN RIVER COUNTY PROJECT NO. US87-27CCS NORTH COUNTY S U B R E G I O N A L SEWER SYSTEM CONTRACT NO. B ttll !!ll !!11 fff ��� /� Il AI f� /� \V.V! // `• O /(v+ O O M w l`l../. \\\/, w ��/1 U `�/1 IR puwpOHa �� D O INDIAN RIVER COUNTY FLORIDA "Title to all oa°u.ent. which beer the copyright of Masteller l Moler document:, Saes, Inc. 1e vested eoleiy in Maael ler t Ibler Associate., Inc. Tneee docu.ents are prow ided to the owner solely in connection rlth this pro.l ect. Any r<Droduct ion oroiee lam of [^see doc umen[e or any p y, ease, or other disposition of theme docusenIa byanyone la es presely Kroh SDS Ced ri thou[ consent oC Masteller a Moler Associates, Inc. pursuant to the Pederai copyright law. • DRAwN AJ /CAD CHECKED E . H. M. DATE 8 / '� 8 W.O. 1145 SCALE AS SHOWN] EARL H. MASTELLER, P.E. FL. 26658 SHEET 52 OF 65 Dws. No. 86004 N0 DATE z . 8 \ 2 2 F-I 192a20- ----- /- - 153 °'? `6" O FORCE MAIN UMP STATION # 4 a PP G 03 C°.S 000.o; 19 �_- 41 1 F\' 16 \ ( Q 8 77 ' 6 133 25 24 23 22 21 20 19 18 17 15 l� $ 2� 3 4 5 6 7 f6 9 10 11 12 13 51EVENSON le 24�- ;� 3 2a�+ 12 23i1 = :CS 8 9 G�D 14 Q n s : 2 25�' : ,� �J 2 2 a I I 240: CZ� 7 200: - (E37) 13 IL,_ �j g CDI 2$ I z6-�- . C7)10 25(D, (c.) 6 21 � - _ � 12 I ,, PARK AVE. _ g�7 14 y r �� - I - 3 16 _ J 3 16�14 13 t2 IIIC �J� `�- J -� �.. _ - W�6 19�a S!6 IS�- �yt 2 171 �4 17( ] 2 17��. W 3 1 2 3 4 5 6 7 d �7�, -�I 18 5 2000 i S 16r 1 "I 18 a I .4�/ '25'25 - 4 17rj`. 04 so " e0' SS e5adad W 20 19 IB 17 I 15 14 13 12 II 1 2 3 4 7 8 9 10 7 9 e0 0 ELLINGSEN AVE. j 4 2 ACACIA AVE. LAKE HARDEE } 1230i __. ( I 2 a 5 b �J -- - O) o: 1 -_ st 9C 129A6 1 A2509 125- 45 1. 12 1_.. 1 95 93 BG k = eo 2@ 27 6 25 24 23 2 21 120 �9 18 17 16 ". 2 3 4 5 6 8 90 11 12 13 14 _ A L---------------� L—._—----------J I----- _J L_1_ 25 / _' 25 ` J a 8 10 II $ 9 12 - ) -C'9 25 100 8� -.15 s. Ala $C�13 - AVE. T 14• E:� 6 5�:-51ti, 5 16 $; 4 17 `�- SEA GRAPE AVE. $ 7 14 125 125 12e 12e O I 12 8 i i2 13 13 $ 12 13 O e� 6 5�' F .QII 1411 II 140: 11 II h ` 0 10 15O• : l0 10 150= 10 CROTON AVE. •� 3 18� 2 14�- 1 r21 95' e0 . •0 H 05 et7 .� b N Z. QD C _ 15 Z-1� o © 28 27 26 25 24 23 2 1 20 19 18 17 16 15 3 4 5 8 9 110�0 11 12 1133 14 �I ,2 �^6\ o' /7 s' J C. F 9 16®: 9O9 16 _CJ3 18©' N �8 NJ O 8 17 j7 8 17 17 $ O 2 19, [yr 7 7 F� :O7 is (a) T65 7 18, `O $ 1D 20(2) N 6 IZ5 25!=©6 19190: HIBISCUS AVE. ' 1 125 ®� 9 125 10 C' '25, �, 9 , 5 - '25 to 'o •^ 125 e � 9 12 10 � 123 o (9� 9 IY 10 O 125 $ 1 13 �) 125 la 125 $ 13 +O5 � - �[l(\, ) C 5 2Q`%: 5 '25 14 y I 1 e�8 IlO -$�8 - II 'j "$�8 - �;)12 15 `yam 21 (Dr : 'J 4 21�= F 1 ©8 II I111 .012 15: rn in : Q3 2, : C 3 22 3 I .ti 7 12 CZ) :07 12C: O7 12�: - 7`7 12�: C,11 16�: :�11 16G= - 2 23i3 2 23U:$C2 2 off• 6 13) 0. 13 -; 6 13 $C6 13 � $ 10 17 10 17 7 W ^ l 24� 5 14J gO ��_ o© 4,ry ��_ )5 4�� mt✓9 I8� E� 9 18�:. 1 ----- r LIME AVE. 4 15',5. 'T�4 I5 t o 4 IS - -- 4 ✓ IS N e e Q 8 19Oq $ n 8 19� Izs o o�lT Its 18�- IYs ���13 zs 14 �- zs .$ 19 oo' $ 3 16 ='''- Z ;`13 w 16� W J -$,3 I6 Q $rs ,} I6.� - 7 20O a� T 21 =�16 19 �12 ISM;,: 18 ✓ a a Y ul - 8( 2 17� 4 -$���2 17r� $'i�12 17 C7 .0 2 17, 1 - ms6 21 m .�6 211��- W :/v115 20,f). 0 16 '17 _ I "el 18- - m I 18�- - `1 I e 18 ''8'-� .. 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L.D 4 - tl 32 4 i - - _ __ �' 9 • ' ` r °° ---2 2 17 - 4t� ~ O a Its *L! �.y''.� 21 19 °•ye 25 3' 716 Cn •_ 2 1;--9 1@ - 20 �•o'\.3 _ -� °• T o'C-'T 27o 19 U _-1-1 • 6__+ �Q� 1r - eC i2 Y 5M1 \\\ SC �`— - +127Y5 _ its ,^- g i 1 6 28 e TAYLJRBo ='' c 3 en TRACT 6 W A L L S AVENUE f `` 4�< r��—._ •,_ ° 6 j v s q Y- 5 29 i 1 _ w -- - II- I� 3 �I t Is I 1 � l- `t' � 2• i -zs 13 �-i---J al z] �2s i2� c3 '35 :5z o'. 125' LAKE E - 125 125 125 125 125 ARV C 7� - - - - - _ 9] •9 yl,' .. .. .. so' ..31 �Q '(15. A• ° _ / ICt s9 �� m o F m m 9 10 Y o) 10 11 12 13 • a 2S ° } FN 1 a 3 12 U(5-"-f 10 9 8 _ 2 2 _ ` 2 d 'p w « - 6%/\_ as 66]'0 +°8 2S ♦ t ;♦ 9 12 h- w - .o a 9.51 ! �> -•� 21 °•+ 26 `r%'\\ 57 °o•� TRAC n 11 e w ° W z a s= 6 7 ti • �F -,TRACT K ss F� / ���� 2 e 13 I s r - - -nc ��' 27 5 a.. I KROEGEL AVENUE v, c~il ---- I _ 0.2 �J _ a o /2eJ •'JJ20/19 -1 0281b 609 '♦ nSSESSE _ 7 0 - F 6 -3- - 9 16 BETTY AVENUE 1 7 is z° I. 76 2 14 y1.P I - �_ � - � - o i • icy �-_. el - 2 � o • / ( • __ -� i -- `_<, e c I - - � ----_ `.. � i -- l�l, I _f I -- `_ - - - � � -. �'�- - t,l 1- -7g • • S 14 6 w s 18 y /1OGTy 4 15 7 18 a . ✓ _ r^ o Y° P �� ti - - -- __ _ - I o �2 c\ 61 �q(� I -__ W S I � 4 c cc Q 4 _J 1 ; ir_ F _ _ — G - J .9C, 9• I• Iq • ,•,°e r_— — �- Z w 9 W - - — _ 6 z r - - 3 16 < ♦ 17 z a a 3 56 62 4 ST ` - -- 2 2 c, vJ., 2 I 2 cJ ��- yE ♦11. i7- q •O -�� 2' S5 i 'n - -- 1 --- 2� _ - -13 �' - 1 x _ - 5 23 �o 25 .1 •1 — _ ��f �2 a I e` � , < � � 4 tie 1' 1 2 I 25 C C - p a B rs LLJ q 0 2bMFa . % P6 k/ 6 �! 5. /Q qy f i �♦ q 1l rt e 4 i v O 5 - e 2 2 c _ 20 F b 4F C�� �3c, 7 g 23� I r 3 24 9 • + a� ... � e 1 `y•r, �Vv - -1� � .����. 2. Y 3.. / p,P � j7 10 IT __ 1o' o 1 e 1811�11/ to is -1 I - �i - f t - 7 . 1, ems` a 1` •\ s. - �o �. / 5 COLLIER i / \ /' 3 5 �I ` d t' •• ° 5 \ i �0 32 rF / I 'x . `-- _ -� " a �� 6 �T i s•' � •0 30 �� 21 2 -; 'P,q�. , ,l ,.� 2 2 JJt` e 20 p aU� 2 �1j4 + v/, 2 P 29 la � - -- 19 2- j c •4 •1 eon .c .c 90 :56A2 24� I• r 26 �� 1@ 24 m w e:: PRINK AVENUE .� 5 16 - p`� ..v rt° ° 9 - _ 6<2 25 GAY AVENUE - - ,l '`= r t L 202,/ ° �'9 .' t ib ec e5 2 23' Of on I FT _ C HI _j ,- 0 a 9L 9f, e- so 90 w q 2 t 6 15 p JT m 1 q L 1 / ' TRACT ° • 31, 7 6 _ 2 #3 >a. „`r.. —� - DEMPSEY --r AVENE ° - -?- I a -. i _ n ° 2 U4 ♦ 1 56I - i, - j - - 2c. I _ 1 E,�" j —_�- �- - - 5 � - li, • C' � > 1 �� r �_�1 � I 3 � I.,y ;; I ,�, _ ,Ir ( - I - I = 1 y iI , i . t �, i i � � F c� �. .. •,�-� �' c I •._ :15 .z2 : 1 r I � e a3^J' j 5 RAr T A - - - -:_ 1 L t. ocF � \ t� DESCRIP7;0N REVISIONS K y 6 6 3 2 a 5� 7 R ? pAr T M �--PUMP STATION +5 Maste'ler Moler Associates, !: c. INDIAN RIVER COUNTY PROJECT NQ US 86-22AR I� CONSULTING,ENGI-NEERS LAND P�_ANNERS' NORTH COUNTY REGIONAL SEWER DR/APP • PROPERTY ASSESMENT ROLL EXHIBIT Punt Of4-1CP ®OX 1 (]4�' rt1�► Sebasr �f Flo --Ida . 235E 305 - 5e5 - 4®00 �INDIAN RIVER COUNTY I° LOR'DA -N- BREVARD COUNTY. �NTV kSEBASTIAN 9REVARD 1 INDIAN RIVER • YI t• 2e I 1 L -- - N \ I Z KEY MAP -No SCALE LEGEND — COMMITTED PROPERTIES SECTION *iti• to s:l doc omen[• ♦h1<h Drat the copyrlsht �! hss. ell.•r l IMler 1..oc lairs. Inc la •ested •ole�r In Ra.tel lrr t 1loler Assoc lst <., In, Tnesr .Gc omen[. a- pro •Id.4 to the owner other r 11 code Ot- these document° or any rep—d'C"', dl.plsy, sal,, or other dl.po.lttpn of these document° by ..Y.- 1. .apr<..ly prohl ht Ced rtthout C.—ot of M.atellar Ilol— A..ocl.tes, Inc, pur.... I to the ►.der-: copyright Is. - IN UNINCORPORATED INDIAN RIVER COUNTY COMMITTED PROPERTIES IN THE CITY OF rr JLUMJ 12 TOWNSHIP 31S RANGE 38E DRAWN R. R. P. CHECKED E.H.M. DATE 2 W-D' 1096 SCALE N'O N E SHEET 4 of q EARL H. MASTELLER P.E. 26653�,�, f i A . f T , 1 a O V NO. DATE _Z Z m /VTR, N V 2 < N � 6 O FORCE MA 20 �•Sp �S �12 o' 61 to � 19 0 0 �• o� 17 Q o a C tS �125 I ~ 20 ad 19 1s a0 17 b Bee° Is 14 ' 13 12 t 11 18 1 2 3 4 S 6ti 7� 8 9 10 - �O O© (D U Q® O U 'Oar « ® 'a Id � ea' 0 -sas' ad - 20 19 I* 17 I6 Is 14 t3• 12 11 „ I 2 3 4 s 6 7 8 9 10. L.� >•rer ✓S r� -toys -31e3' - �--_ T-• ,.- � I �«wngc s_ - � o o ' • ( � 1 IN 91:iN IRIV EF zi Y9 ' 26 rla ET0pal 21BD1 LION z- ;� I . 3 3 (I o Z IS, a (o r +.. • y/ a L 2113' O - � L - CK rd z ' -� �,� �I� _ N- S ill O/ f.i� S zS--`\ +gam � / tfoxo o !. ^ y`' ;� �n, �` 0 1 0 0 FORCE MAIN BREVARD- •COUNTY. _ ' •\ // f [ 1. b ~) F L E M I N G GRANT sECT10N 30# l' Q,�4 /O- 3 • �- f I •A, F\EMINGi� GRANT. .�D p1 / 1)0 ' v Q 61o c K A \ 9 y t•,>, v ,. NI GOV. LOT I ppA Lid .,. 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Iti \`_ A �toelo r _ ``\\ IN UNINCORPORATED INDIAN RIVER COUNTY TRACT ptlS.b' CITY LIMITS I Uzi' ' o,1- \• ; 9 --- - -- - - - - - - +SO.B' loos .,__'.7.._3..•_ i ° - ° PROPERTIES I �+� 'i a; �s ,_ \ :..1oa°p _� — COMMITTED PP 61� 11 y N, I iC fli = D.fO 1 �,�-- ..\ z6 -�� IN THE CITY OF _ \ 7 IF SEBASTWN, FL. 7 '� I �•� CITY LtM1T - b 8 •.,M �\ t'0 lO � --`-_�_- �� r3°7 oa,, _ �asi z.- s ,1, . �°+ 3 p,V J� 9 � 19W �� ---- 20" 0 FOR _ ° = •� o+ iy0a• V—� Gb s o q- r000 I a '�-�..i N a• Nvk \•� O l a" T seams til r -I, ) - �tj ,lL I+OA` \ 4 as+` '\ J s.9S ' a° G.L,6 i1a BOB ,•a`a w, 1! 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"'t` \1 +° S o • + " fj'2 •'' ; o A t '. PRR\ 7 o t° j' A •° v Ito \ e a o - F _ 19 18 17 16 15 14 13 12 1 � \ ,p � � L6i' � •• $ � \0 ' 0� 4 �. U tea' ` 2y ;o •l 5 'i0 6 a. 4 b,es a° - \;•Ai 5 6 9 25 •`� o, \f ty CITRUS AVE. 0 Toc' r 9 s ate. 'o a � p �,e �\ a+ 2A r' Z 3f W J W lod mad ad as /e .� a0 O ad � 'od 0 - 20 19 16 17 16 Is 14 13 12 It 1 2 3 4 6 7 6 9 10 - s a° "I' O /- 12 11 10 9 8 7 I 2 3 S 6 adn' 2 lom Tao Tf n � 1 F• A� � 1 •� \2 ,� ROA o +•aM .,Ja \ � r5 ; � cylS ° i. 2 j \9 t �� Aa \ � `� tTf `\ r6 �5S-��^^,, 14 Pr 1-� is `5 1 2t o 01 .T�Oa�\;• 7 /f/ °a (jU�� A ,' say! �•\° +,+, i'' s ,ffENOON�O�.A e� 6 \as $ �g.f © 8 c 4 ; o_ 2 o I o / " i 9 A .• 19 \t r7 ♦ %:'i, •,�i>,ep °° je. o T '� - o aRli�liCiE -A s I e.�e�\e+- 5" I '7c rS g� 6 2\ 2� Z o '�\ o ! \ y "o ,5� 6 \ sy� T • Z���.o e\2 s\ C ='O ° _ _ 6 - <, $-CALAMONDIN STREET a° - $-" T• \>,f \' � es •• y 2J . __-__ ` ,\ 1 ._� r-------------+ ••--� r------- -- -- - --- -- C.L. CITrLIMT �� '_'� -T'�r— -_ -- -� r- - �o �,` p Q �p p (��--�--�� ; � (+ \ 8 \ � 2 \` a - 2r e CITY 2 LIMITS ` -� 7 rALLEHTIf�E r000 , \Z.•x\ \8 9 9a' so •• .• ad 9d Ios' CD l 4 20 19 18 17 16 15 14 13 12 11 1 2 3 4 S 6 7 a 9 10 - �QJ �� � 0 � © Q O 0 • 1 od ad '• ad es' Be ad ' t od ^^ �//���� --/ � Q It 20 19 18 17 16 Is 14 13 12 I I 2 3 4 3 6 7 8 9 10 - N -0 ? © O 0 0 DESCRIPTION I DR/APP REVISIONS n 5 ad a u a « Q l O - 12 it 10 9 8 7 0 © © Q I's, Masteller & Moler Associates, Inc. M CONSULTING ENGINEERS 4 LAND PLANNERS Post Office Box '1045 Sebastian, Florida 32958 305-589-4600 E S TAT E S ASSESSED 6-31-39 -u INDIAN RIVER COUNTY PROJECT NQ US 86 — 22 AR 'Title eo all ao<u..nee .oleo NORTH COUNTY REGIONAL SEWER ,>f Itaat.1 ler t 1sol.r Asa°cfa! solely in ` bier These docustent• are prorfd. connection solely in connect ion of CO CI other we or reuse of these PROPERTY A S S E S M E N T ROLL EXHIBIT reproduction display, male, or °+ ch"` dwithout. - any Nolerprohibited ate., consent Ko]er Aaw<2atma, Inc. purses copyright law.- INDIAN RIVER COUNTY FLORIDA Z SECTION 6 TOWNSHIP 31 S RANGE 39E SECTIONI TOWNSHIP 31 S RANGE 38 E DRAWN R. R. P, r the copyright I.e. 1. rested CHECKED E.H.M. aoclate., Inc. to the owner DATE 2 /- 87 project. Any :w.ente or any ier disposition It 1096 14 e.elessly Kaste]ler a - SCALE NONE to the ►ede raI EARL H. MASTELLER P.E. 26658 DW� ►O, I OF 8160o4 a o-r -le 812 7 6 9 10 II sd m z /._ ,'•—a',a� I`r=,.L� � e., .ia a a r;• e'aTnii '.. rrf a .',a • rl.il a 4 , aJ:.. • ,I •I•' 15 .I, rN RA:. � J ',f; ,i,• . . ,! J r v r vv a » .a •, . , _ _, \ A CHESSER'S 'GAP 41 -114 41" T PUD-C RIVER CITY LIMITS SEBASTIAN HIGHLANDS L i'L I , 1\ � '­� " , ­­ " I I . M-10 7 COUNTY Ty LIMI I'� (--'+--'� f._4 t ! , I . ' , •, ' n a n s t�..{{!�;� 5---•--' f �� '_' � _`' ZZ a 'a s L i­­ , , . _!'� P'l GRAPHIC SCALE I ITS• xr.777T' • $30 am Jad 71!1_-------- be llN 'm A •7— _;;!w. T:- ji —7 jam— 1 VICKERS R 0 VE C5 q RSal -10 1r-J a a' 'n �y a 21 1-� r--'' _"'j,_ i A ,—: 7� .11 MAN A,_;FVF',' 'RAC' k� 'w rY 7 i TRACT 7� Rf'EL C" t -8 RM 1 1 1 A[-' kA u K ffrxpl'�'' ow 000v A 4, 17 CITY LIMITS SEBASTIAN LAKES 'I MI 7 PUD-R• I TRACT R L I, I I I TRAC RS-20 "T r-� W. 1,_. nn awn wemun R'llo ",lo smvm x F_T_ IT- WM OAKS f SEBASTIAN HIGHLANDS I I ar RS-10 L FE qLAN00 AC1IV L _77�;' CITY LIMITS CITY LIMITS �7ACT K� IWAC'T M ru" CG 11tACT I A, —;17—L �N RMH 1r- CITY LIMITS -71 1• PALM LAKE ra U• —1-4 00, A Ol' T tm Y, P�uc W. 'X' TRACT G ISLAND. • C140—OL . . . PUD- MH v, Iaj SY PARK PLACE ILI 11 �111 Lyl X DA,'e'r'\ CITY LIMITS • wa� CITY LIMITS t CITY LIMIT S \< —7777 -7— 'y x _4=1 ZONING KEY PUDW H - RESIDENTIAL DISTRICTS: TRACT ACT I- .'' �� '' — __� — ! ! . � %41TT' ' A RS-10 SINGLE-FAMILY RESIDENTIAL iO,DOO SO FT LOT yCAI RS— 0 SINGLE—FAMILY RESIDENTIAL 20,000 SO FT LOT) TRACT. C (40,0 J., 4 DENSITY 00 SO FT LOT) RS— 1 0 RESIDENTIAL ESTATE 15,000 SO FT SINGLE—FAMILY RES DENT AL RS_ 5LOT; 2 RM-8 MEDIUM DENS MULTIPLE —FAMILY RESIDENTIAL (8 UNITS IIER ACRE) R —1 HIGH DENSITY —FAMILY RESIDENTIAL (12 UNITS PER M 2 E SITY MULTIPLE ACRE) RMH MOBILE HOME (7,500 SO FT LOT) COMMERCIAL DISTRICTS: CI- —IMITS COR COMMERCIAL C-512 COMMERCIAL OFFICE AND RESIDENTIAL 512 CIT'y LIMITS CL LIMITED COMMERCIAL CITY LIMITS CG GENERAL COMMERCIAL MCR MARINE COMMERCIAL AND RESIDENTIAL GMC GENERAL MARINE COMMERCIAL CRR COMMERCIAL RESORT RESIDENTIAL INDUSTRIAL DISTRICT: IN INDUSTRIAL INSTITUTIONAL DISTRICTS: PS PUBLIC SERVICE Al AIRPORT AND i NDUSTRIAL FACILITIES PLANNED UNIT DEVELOPMENT DISTRICTS: PUD_R PLANNED UNIT DEVELOPMENT RESIDENTIAL PUD—C PLANNED LINT DEVELOPMENT COMMERCIAL PUD—I PLANNED UNIT DEVELOPMENT INDUSTRIAL PUD—MH PLANNED UNIT DEVELOPMENT MOBILE HOME NOTES: 1. UNITS 1-17 ARE DESIGNATED FOR SEBASTIAN HIGHLANDS (RS— 10) 2. 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I ♦ s ON-1 I I 1 ♦ 7rMY oNn03- lry) •9S_94Z 1S3M 8868 a Y _ — _ — WN oNn0J (d) .�,�.ls=� xslo 3nl�a N3�I dH ,nor ' , 00'001=a / 71YA! ONnO�\ 0 S8'68=Y (d) .Z4 SF 15Y3 C 0� (n'). **'SF (W) 3 .00.69.68 S p M ,00 001=b p 0 200 400 SCALE 1■200' 600 800 PREPARED BY THE FLORIDA DEPARTMENT OF TRANSPORTATION FOR THE FLORIDA DEPARTMENT OF REVENUE FOR ASSESSMENT PURPOSES ONLY s INIDIAN RIVER 00""'UNTY i SCALE 1" 200' SECTION TWP. RANGE SHEET NO. MAP PHOTO DATE � JAN. 1992 n � �� � � ^ PHOTO'NO. PD-3954 c y 0 7- 2 6