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HomeMy WebLinkAbout1992 - (#9) Water Distribution System Phase It INDIAN DIVISION OF RIVER COUNTY UTILITIES SERVICES NORTH COUNTY PHASE I WATER DISTRIBUTION .SYSTEM VICINITY MAP BREVARD CO. INDIAN RIVER 4y CO. 2 1 1/2 0 1/2 1 0 SCALE IN MILES L S' 512 R T p o s TOWN CITY OF OF 2 SEBASTIAN ORCHID 510 87TH ST. 85TH ST. rn cn 00 D D m 77TH ST. IRC No. UW=90=05=DS JANUARY 1992 %gI�R..... 1 DRAWING INDEX 1. TITLE SHEET 2. KEY MAP, LEGEND AND GENERAL NOTES y 3. PLAN AND PROFILE U.S. HIGHWAY 1 ENGINEERS * PLANNERS * SURVEYORS 6767 N. WICKHAM ROAD, SUITE 106 MELBOURNE, FLORIDA 32940 (407) 242-4942 4. PLAN AND PROFILE VICKERS ROAD ( 99th STREET ) 5. PLAN AND PROFILE STRATTON AVENUE (DELETED FROM PROJECT) 6. DETAILS — 1 7. DETAILS — 2 " RECORD DRAWING' INCORPORATING THOSE CHANGES MADE DURING THE CONSTRUCTION PROCESS BASED ON DATA FURNISHED BY THE CONTRACTOR TO THE ENGINEER. FEBRUARY 1993 JOB No. 07-122.00 LEGEND AND ABBREVIATIONS - - -w- - - - EXISTING WATER MAIN E.O.P. EDGE OF PAVEMENT -W- PROPOSED WATER MAIN M.E.S. MITERED END SECTION �� - - -p4--- - - EXISTING WATER VALVE INV. INVERT VI CKERS ROAD (99th STREET \ PROPOSED WATER VALVE CMP CORRUGATED METAL PIPE ) � , J TH 2 PROPOSED FIRE HYDRANT ASSEMBLY RCP REINFORCED CONCRETE PIPE W _. _, _, _ ` \ ; H 1 \ GRAPHIC SCALE PROPOSED PERMANENT SAMPLING POINT EXIST. EXISTING PROPOSED 12 ° ° 200 0 200 400 ` �� WATER MAIN - -FM- - - EXISTING FORCE MAIN CENTERLINE - BREEZY ��� (SEE SHEET 4) 1 inch = 200 ft. - - -UT- - - EXISTING UNDERGROUND TELEPHONE TYP. TYPICAL VILLAGE �. �� - - -OHE- - - EXISTING OVERHEAD WIRING DIA. DIAMETER PROPOSED 16 -- RIGHT OF WAY LINE W/ WITH WATER MAIN (SEE SHEET 3) ............ - PROPERTY LINE R/W RIGHT OF WAY PALM LAKE CLUB ENGINEERS * PLANNERS * SURVEYORS 6767 N. WICKHAM ROAD, SUITE 106 MELBOURNE, FLORIDA 32940 (407) 24�2-�4942 I i I I I _._._._._._._._.J KEY MAP CLIENT TROPICANA H OM ESI TES PELICAN POINT PROPOSED 8" H 3 WATER MAIN (SEE SHEET 4) PROPOSED 16" WATER MAIN (SEE SHEET 3) ....................... INDIAN RIVER COUNTY DIVISION OF UTILITIES SERVICES PROJECT NORTH COUNTY PHASE I WATER DISTRIBUTION SYSTEM UW-- 90- 05-- DS TASK CENTERLINE VEGETATION LINE TOP OF BANK FLOW LINE SOIL LEGEND INFORMATION PROVIDED BY ARDAMAN & ASSOCIATES, INC. 1D GRAY TO GRAYISH BROWN FINE SANDS, TRACE OF ROOTS 20 DARK REDDISH BROWN SLIGHTLY SILTY FINE SANDS (HARDPAN) BROWN SLIGHTLY SILTY FINE SANDS ® GRAY TO GRAYISH WHITE FINE SANDS 50 BROWN FINE SANDS, TRACE OF ROOTS ©� BROWN FINE SANDS WITH CEMENTED ROCK LAYERS N STANDARD PENETRATION IN BLOWS PER FOOT ,`- GROUNDWATER TABLE: JANUARY 28, 1991 TEST HOLE LOCATION AND NUMBER -14rTH 1 GENERAL NOTES 1. ALL PIPES ARE TO HAVE BURIED PIPELINE MARKING TAPE ABOVE THE PIPE AT A MAXIMUM DEPTH OF TWO FEET BELOW GRADE. 2. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL EXISTING UTILITIES AND COORDINATING WITH THE APPROPRIATE UTILITY AUTHORITIES BEFORE CONSTRUCTION COMMENCES. ANY UTILITY CONFLICTS SHOULD BE REPORTED TO THE ENGINEER. 3. 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-800-432-4770 U.N.C.L.E. UNDERGROUND UTILITIES NOTIFICATION CENTER. e KEY MAP, LEGEND AND GENERAL NOTES ORIGINAL JAN. 1992 REVISIONS: 1 CHANGED 24" wM TO 16" wM 12/91 R.V. 2 3 4 5 tI " RECORD DRAWING" INCORPORATING THOSE CHANGES MADE DURING THE CONSTRUCTION PROCESS BASED ON DATA FURNISHED BY THE CONTRACTOR TO THE ENGINEER. FEBRUARY 1993 JOB NO. U / — ILL.Uu DRAWN RDV_ DESIGNED CJB — CHECKED CJB QC WRM NOT VALID FOR CONSTRUCTION I SHEET 2 ■ UNLESS SIGNED IN THIS BLOCK POST. BUCKLEY, SCHUH & JERNIGAN, INC. IF REPRO PRODUCTS INC 2A 1- 16"x 16"x 12" TEE 1- 16" VALVE & BOX / 1- 12" VALVE & BOX ����� //� 1- FIRE HYDRANT W/ PROPOSED 16" EXISTING 360BANK RCP W/Q= 1- FIRE HYDRANT W/ = WATER MAIN / �V/ VALVE & BOX BLOW -OFF 4 • Q• VALVE & BOX CONCRETE HEADWALL ' O o w w " SO. BELL UNDERGROUND Q w " " <u /� 1- 16 X 16 X 6 TEE EXIST. WOOD UTILITY E. INV. = 5.73 . i ��" EXIST. WOOD UTILITY POLE- STOP SIGN 1- 16 X 16 X 6 TEE 1 EXIST. WOOD UTILITY oQ o UTILITY SIGN EXIST. WOOD UTILITY POLL W. INV. = 8.61 O O 1 TOP OF BANK POLE W/ GUY ANCHORS (STA. 11+23) POLE W/ GUY ANCHORS pQ EXIST. WOOD SIGN EXIST. DIRT ROAD / EXIST. WOOD SIGN EXIST. WOOD UTILITY POLE W -- VEGETATION LINE EXIST. STREET SIGN LiJ FLOW LINE VEGETATION LINE _/ - VEGETATION LINE HE- -OFiE==�= ____�_=====OTIE=== __-_�--- - -OH = -0- - - - --= --T------ — UT --------------. --- -- UT-- a- ------ ------------------- UT---� - -- -----UT-- - - T-r----UT--- -- w RELOCATE EXISTING SCALE I 123' r in w HIGHWAY ,A/ 1 S0. BELL UNDERGROUND ' END STATIONING VICKERS / O U . S. f1 GH VV A Y I I I UTILITY SIGN I PROPOSED 16" FROM RIGHT-OF-WAY 10 / 17' AS REQUIRED I ROAD / 99th STREET BEGIN STATIONING US 1-- 10+00Irl 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 WATER MAIN 21+00 / 22 00 SCALE: HORIZONTAL 1" = 50' I~ sIF417 O w 1- 16" VALVE & BOX120 RIGHT OF WAYoVERTICAL 1" = s' L1J -UT-----F�tl---------------==UT----------���s�------ -- ------UT-----------UT===== ---- - _______====-FM-------UT - - - - - - - - - - - - - - - - - - - - -�EXISTING 24" D.I. -dF(— _UT-- - =_ _ _==�OHE===-_____---�- =- �^r`r;c - :; _______________---UT ----_------ �-__FORCE MAIN "- -. - ----- - -- ®-7 -® -- -- // Xa TH 2 EXISTING 18" CMP SEE SHEET 4 NOTE: EXISTING UNDERGROUND TELEPHONE U PROPOSED 12" LINE LOCATIONS ARE APPROXIMATE. i Q WATER MAIN SEE NOTE 2, SHEET 2 of 7. I ct=P cucPT a a 20 15 10 5 C SCALE: HORIZONTAL 1" = 50' VERTICAL 1" = 5' POST, BUCKLEY• SCHUH 8. JERNIGAN, INC. m m r M � RFPR(l PRf1n11CTS IN(. AA I utuu 1 +uu 12+UU 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 22+00 EXISTING 6' FENCE EXIST. WOOD UTILITY EXISTING WOOD LIMITS OF LANDSCAPING 1- FIRE HYDRANT W/ VALVE & BOX Y ~ EXIST. WOOD UTILITY STOP SIGN eV POLE W/ GUY ANCHORS O� UTILITY POLE W/ Q 2- 16"X 16% 6" TEES Q Y " L POLE W/ GUY ANCHORS 7 Q GUY ANCHORS 3kl,—PROPOSED 8" EXIST. WOOD UTILITY U _Z EXIST. WOOD UTILITY " Im I 1 PROPOSED 16 WATER MAIN LLJ ,(��� EXIST. DIRT POLE 1- 16 VALVE &BOX 0 w m (40 LF.) / / WATER MAIN POLE W/ GUY ANCHORS J o " p Z. S0. BELL UNDERGROUND ^ O ROAD ABANDONED SEE SHEET 4 STOP W 1- 12" VALVE &BOX a 3• .0 2-16"x45' BENDS UTILITY SIGN / UTILITY POLE TH 3 CABLE TV SIGN I LIMITS OF LANDSCAPING 2- 16 X 45 BENDS o o 1-16" VALVE &BOX VEGETATION LINE JUNCTION BOX 1-12 X22-1/2 BEND 5 2 _BLOW -OFF cf)- - - UT - - -¢V - - - - - UT - - - - -- - - - - - - UT - - - - =� 3 - _ — - - - UT - — - - - - UT - I 15" PALM - - - - - - - - - - - - -�O ' - XUT . HEDGE- - N SO. BELL UNDERGROUN ZPROPOSED 16" EXIST. MAILBOX L-EXIST. WOOD UTILITY 4 PROPOSED 16" U.S. MAILBOX UTILITY SIGN , EXIST. 42" RCP W/ CONCRETE SO. BELL UNDERGROUND 13 I I 2 HEADWALL EACH END WATER MAIN I POLE I I c UTILITY SIGN WATER MAIN EXIST. WOOD UTILITY U • J• HIGHWAY 29+00 30+00 POLE W/ GUY ANCHORS 33+62.55 I E, INV. = 4.86 .. 22 00 23+00 0 24+00 25+00 26+00 27+00 I� 31+00 32+00 33+00 W. INV. = 5.00 w 1 1- FIRE HYDRANT W/ VALVE oy I ,� Ld 1 w &BOX �` ( 120 RIGHT OF WAY) I EXISTING 24" DI END STATIONING U.S. 1 I I PROPOSED 12" WATER O 1- 8"X 8"X 6" TEE FORCE MAIN AND STRATTON AVENUE MAIN SEE SHEET 5 --- —FM------- —-----1- 16"x 16"x 8" TEE ----_— ---- ___ _ ___ — ��-- -----UT------------------------ - w --- -------------FM------------------- -- -FM- -------- - 1- 16 VALVE & BOX ---- -UT-- --------------- UT----�-uT-- -- _ -- — -- -UT — U 1-===____ _ �Ir`—_uT __-�� —==1- 8 VALVE &BOX —o---- _— =--- -- -- -- — — -- ----- — -- _ - -- _ -- _ ---__ -- r�- 1- PERMANENT SAMPLING — UT— — _ _ _ _ _ _ _ _-oHE-_—_ _ _ —�T— — _ _ _ _ _ _ =OHE ��. - _ UT- -r UT- - OHE Q POINT EXISTING TELEPHONE MANHOLE - h NOTE• EXISTING EXISTING EDGE OF PAVEMENT EXISTING GRADE zf: -- -- �— Pon UNDERGROUND TELEPHONE LOCATION APPROXIMATE �� o , 20 WIDE LINE LOCATIONS ARE APPROXIMATE. EXISTING 8• 9 � EASEMENT SEE NOTE 2, SHEET 2 Of 7. FORCE MAIN J� �� (4) 9" PINES �� GATOR LUMBER STRATTON AVENUE "RECORD DRAWING" � r INCOTRPORATING THOSE CHANGES MADE 20 PROPOSED h 6" WATER MAIN 22+00 23+00 24+00 25+00 26+00 27+00 12 ' 28+00 29+00 30+00 31+00 32+00 CLIENT ENGINEERS ' PLANNERS =SURVEYORS � I ND IAN RIVER COUNTY 6767 NORTH WICKHAM ROAD, SUITE 108 MELBO URNS FLORMA DIVISION OF UTILITY SERVICES (407) 242-4942 PROJECT EXISTING 42" RCP W/ CONCRETE HEADWALL 45' BEND (TY`P)__ E. INV. = 4.86 _ _ — _ _.__ ........_ - 10 33+00 i JOB NO. 07-122.00 DRAWN RDV DESIGNED CJB CHECKED CJB QC WRM SHEET 3 / 7 NOT VALID FOR CONSTRUCTION UNLESS SIGNED IN THIS BLOCK � 1 EXISTING WATER LINE - - - - - - - - -ES - - - EXISTING VALV 6+37 PROPOSED 12" BLOW —OFF WATER MAIN r_ POST. BUCKLEY, SCHUH 8. JERNIGAN, INC REPRO PRODUCTS INC 4A REMOVE EXISTING 12" PLUG & CONNECT TO EXISTING 12" WATER MAIN \ METAt. Ct N-fROL BOXES \ UNDERGROUND \ UTILITY SIGNS -� �\ EXISTING WOOD UTILITY POLES �--- -- - \---------- (TYP - --- -UT--�- -•_- _ -UT- + G EXISTING REFLECTORS + 0 y 0+00 11+00 + BREEZY VILLAGE mm"mm—YY tEXISTING rLO* LINERAILROADSIGNOAD SIGNEXISTING SPRINKLER MAILBOXES HEADS (TYP) EXISTING HEDGE E EASEMENT 1-nRE HYDRANT VALVE & BOX (10+03) 1- 12"x 12"x 6" TEE (10+14) 1- PERMANENT SAMPLING POINT (10+07) \ \ EXIST. 6" BLACK IRON PIPE CASING \ \ \ W/ 2-2" PVC & 4-1" PVC CONDUITS \ \ \ (EXACT LENGTH UNKNOWN) iiX +O \ RAILROAD CROSSING GATE -ONE _ - 14+00. 7WI r AO' PALM (2) 15" PALMS \ UNDERGROUND UTILITY SIGNS - EXISTING 6' CHAIN LINK FENCE W/ BARBED WIRE - RAILROAD CROSSING GATE METAL CONTROL BOXES �1 EXISTING 24" D.I. �- FORCE MAIN \ \ /�� ��\ W °� ;`��� °� \ °tip, \ w 1 EXISTING WOOD \\ \ G� 0 0 2\ 1 UTILITY POLE EXISTING 18" CMP \\ \ \ 2o� \ \ TOP OF BANK (f) (TYP) N. M.E.S. INV. = 8.30 t" c' \ FLOW LINE PROPOSED 12" S. INV. = 7.90 \\ \ GtP���;min \ EXISTING WOOD UTILITY WATER MAIN POLE W/ GUY ANCHORS 1 OHE- -- \ JACK & BORE 122 LF \\\ °�\ 25+85.79 0 \ \ OF 20" CASING �-/ 22 00 10' Ty0 24+00 BROKEN, ASPHALT 25+00 \\�\ oo TOP OF BANK _ ---r APRON ' \ \ \ \ \ FLOW LINE TOP OF BANK Q W 15' PALM TOP OF BANK 1 - - - LJJ FLOW LJNE I -� f TOP OF BANK - - 2 \\ \ G \ 26+45" 16 x12 TEE Z TOP OF _ __ __ __ \ \ \ �� \ \ \ 2-16"x45' BENDS BANK EXIST. 12" CMP J EXIST. 12" RCP- W. M.E.S. INV. = 9.53 �\G�\ \ \ VEGETATION 1 EXIST. 12" CMP E. M.E.S. INV. = 9.54 1 N. M.E.S. INV. = 9.91 W. M.E.S. INV. 9.75 EXIST. 12" CMP \\\ \ Gi \ LINE E. INV. 9.35 E. M. = S. CONC. OVERFLOW \\\\\ \ U N. M.E.S. INV. = 992 \ \ x y \ PROPOSED 16" STRUCTURE . S. CONC. OVERFLOW \ \ oo \ \ WATER MAIN TOP EL. = 11.96 \ \ \ Q STRUCTURE BOTTOM EL. = 9.06 TOPEI = liar \ \ 7\ \ SEE SHEET 3 8070M EL. = 8.97 EXIST. INLET TOP EL. = 10.78 XISTING FLOW LINE _ _ _ __ .TTM_.2 ___._ _.__.___ .__.._._ __._.._. !;2 T -1 . 1s ' PROPOSED 12" WATER AIN 8 22+00 23+00 24+00 25+00 26+00 CLIENT NGRMM ................ * PLANNERS, SURVEYORS 10 INDIAN RIVER COUNTY 8787 N. 1/7CKHAM ROAD, 3U1TE 108 MMOURNE, F OMA 32940 (407) 242-4942 DIVISION OF UTILITY SERVICES 6. PROPOSED 16" WATER MAIN -'--12" VALVE & BOX �- JACK & BORE 122 LF _ Or-2 ' CASING — p1muitC; 1 15+00 16+00 17+00 10' TYP. -4 - I I FROM .O.P. TOP OF BANK TH 1 �- VEGETATION EXISTING WOOD UTILITY - ° \\ LINE POLE Wf GUY ANCHOg„ \ TACK & BORE 135 L.F. \ 20w CASING PROPOSED 12" \ \ CONCRETE POSTS W/ SIGNS (TYP) WATER MAIN 4-2" FIBER OPTIC CONDUITS 7+85 GATE VALVE NOTE: EXISTING UNDERGROUND TELEPHONE LINE LOCATIONS ARE APPROXIMATE. SEE NOTE 2, SHEET 2 of 7. 0 O I 1 N 1 1 EXISTING WOOD I 1 1 ABANDONED UTILITY POLE W/ I UTILITY POLE GUY ANCHORS PH 1 = -OHE--------- - - - - 20+00- - - - 21+00 - 22 00 19+00 - - V) FLAW LINE TOP OF BANK VEGETATION LINE ---------- 1- FIRE HYDRANT W/ VALVE & BOX (STA. 18+00) 1- 12" VALVE & BOX 1- 12"x 12"x 6" TEE (17+97) 1.7T VV EXIST. 6' FENCE REVERSE OSMOSIS BLDG. EXIST. 5' SIDEWALK 1" 1 EXISTING 12" RCP LLB W/ MITERED END 7- SECTIONS E. & W. INV. = 9.91 U Q 21 +00 0� 22+00 1__1/ STORAGE TANK >- 0+01 3 TEE i i PELICAN POINT WTP o PERMANENT SAMPLING = Q O I POINT I I I HYDROPNEUMATIC TANK = N 0+00 i I 1 16"x8" N TEE I TH 3 I 7 = 33' I EXISTING 8" WATER MAIN NOTE: EXISTING UNDERGROUND TELEPHONE I � - i 90+04 WELL I PAD 0+69 45' BEND LINE LOCATIONS ARE APPROXIMATE. I PROPOSEDI SEE NOTE 2, SHEET 2 of 7. i I j 8" M o PROPOSED 16" SCALE: HORIZONTAL 1" = 50' CIO N I ( VEGETATION I I LINE WATER MAIN VERTICAL 1" = 5° SEE SHEET 3 SCALE: HORIZONTAL 1" = 50' . VERTICAL 1" = 5' CENTERLINE U.S. HIGHWAY 1._ - _ _.........._...___ _ _. NORTH COUNTY PHASE I WATER DISTRIBUTION SYSTEM UW- 90- 05- DS _..__....._....... _.._......... ____......... _ ..... __....__ TH 3 .._. ____ _ ___............_. _.__ -____ -- STING GRAD ___. __. ____. ___. N__ 10 8"x 8"x 16" TEE- .._........_._..._._,,...._......_._._.__.__.. __....._. ° ': � _... .- PRnPnCFn R WeT�Q ►,i ninl _�' .-' � ._ __. _ .. TASK PLAN AND PROFILE VICKERS ROAD (99th STREET) ORIGINAL JAN. 1992 REVISIONS: 1CHANGED 24- WM TO 16- WM 12/91 R.V. s JOB NO. 07-122.00 DRAWN RDV DESIGNED CJB CHECKED CJB oC wRM SHEET 4/7 _ 8 2 9 3 10 4 11 5 12 NOT VALID FOR CONSTRUCTION UNLESS SIGNED IN THIS BLOCK 0 m EXISTING 8" I� I WATER MAIN I -�- -�-- PALM LAKE CLUB EXIST. WATER VALVE PALM LAKE CLUB SCALE: HORIZONTAL = 50' W/ CONC. PAD ._..._ _._._._,_,_._--,__ _._ ._�. I _._._._._. _ _ VERTICAL '-_._._ EXISTING 8" FORCE MAIN I LD— - UT- _ IN NO 81, - - -FM------- --------------------• _ 10, �OjCc — — FASFM Mg IN ENT 10400 11+00 12+00 TOP OF BANK FROM TyE.O.P. Vo \ EXISTING 12" WATER MAIN - — 7 FLOW LINE e W 7 EXIST. WATER VALVE W/ CONC. PAD TOP OF BANK / PROPOSED 12" oo VEGETATION LINE ��-'-VEGETATION LINE WATER MAIN V REMOVE EXIST METE — 1100I EXIST. 6" BLACK IRON PIPE CASING METAL CONTROL BOXES F.E.C. RAILROAD R/W W/ 2-2" PVC & 4-1" PVC CONDUITS EXISTING 8" FORCE MAIN UNDERGROUND I I I I (EXACT LENGTH UNKNOWN) AND 10' EASEMENT UTILITY %IGNS I I RAILROAD CROSSING GATE EXIST. 24" CMP I EXIST. 24" CMP N. INV. = 15,97 N. INV. = 16.12 — — — S. INV, = 15.75 I --o-I I i S. INV. = 16.13 1-12" VALVE &BOX UT 4" DIA_ VENT (STA. 19+00) FM — — _ / . . UT- 15kp0 — 16+00 1 8+0 19+o ' 17+00 ®< �� - o � ,0, ,��p . O P • W III � I TH 4 � 2 �J ��t.�.���— TOP 0015" PINE _ _ �— QgNKOF �� RAILROAD - - 10r MIN.- / SIGN I z I (TYP) \I VEGETATION LINE Y I m Q w U- I I W �,A PROPOSED 12" WATER MAIN m E R _ _ 20' WIDE a II Oil I I I (3) OAK TREES - BOX W/ 2" BLOW OFF — — — — — — — — oHE— — — — — — — — — _ l� ` EASEMENT 1 20' WIDE VALVE & 12" PLUG — — ' — _ JACK & BORE 120 L.F. I ASEMENT CONNECT TO EXISTING EXIST. WOOD EXIST. WOOD — ' l� OF 20 CASING I € " UTILITY POLE UTILITY POLE VALVE & BOX ANT W/ `" NOT I1 \ RAILROAD CROSSING GATE 12 WATER MAIN W/ GUY ANCHORS I I INSTALL PERMANENT (STA. 13+50) CONTRACT �� EDGE OF BALLAST \ , SAMPLING POINT �z 1— 12"x 12"x 6" TEE 20 WIDE �/� 2-2" VACANT CONDUIITSUiTS . Z EASEMENT '_'AILR�A5 %W _SY'I EXISTING -EDGE OF -PAVEMENT__ _ TIES TO TOP -OF CASING EXISTING TOP OF BANK �XISTIN� BADE EXISTING GLADESIN� SLOW LINE EXISTING E>5GE DF PAVEMENT _ .._.__ . __ .. _. _ G FLOW LINE 20 .� _ I EXISTfNST GRADE. 2 WATER MAIN _ .__. _. _.. _._. ___ 20 . EXTSTJNG 1='LOW LINE ... _ 5 ._� __._... _ TN4 = 15 75..._ . .._...... ...._ ._ tea,,... _ : _._ EXIST. VALVE _. _ � _ . _.-... ____......_._..... _. _...._. _. EX ST. FIBER OPTIC _- 15 :. C NDUITS _.... __..... _ _____ .__ ._. _ 15 10 v0 z - Z PROPOSED 12 WATER MAIN _..._ ...._. _.__ .. _.....- ___. _..___.._ ..._._._.... _ ._. ___..__....... _ ...._... ..-.-...... _ ... _... ._._.._.... __..______- _ ... - ..� _ t _.___.__....._ 10 12'lxv 6"-TEE (STA13+50) - _ _. - _ __ .. __ _ __ __ __ _.._ ® _ _ ._ _. _ _.. _ ._ _ _ _ 10 �2 1-12" VALVE & B X ry JACK & BORE m120 .F _ . __.__ _ __.... .._......_.. _ OF .20 . CASING _._ . _ ._.- _EXIST( 24 ..�M�. 4 5 - _ _ __.._ _..._� ._ _ ._ _......._...._ __ .___ _ ____._ __... _.._._... 0 __ 0 10+00 11 +00 12+00 13+00 _. 14+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 Z nT � y � Z 20 fn 03 z uo LnrT 17 EXISTING 24" D.I. FORCE MAIN \ \ EXISTING 8" FORCE MAIN F` " NOTE: EXISTING UNDERGROUND TELEPHONE -� � -uT----=-- _-_------==1=_==__-_ ------ LINE LOCATIONS ARE APPROXIMATE. \s \ 2°� \ WATER MAIN 6 UT _ _ _ _ _ — — —\ \ WOOD SIGN EXIST. 18" CMP \\ _ �F� = — — — — —UT— — — — — — — — — — — — — — "MODEL CENTER" SEE NOTE 2, SHEET 2 Of 7. N. INV. = 7.72 \ '�71j �k \ SEE SHEET 3 21+00 Tni� 00 A \ /C'h,L 11= — 23+00 24+00 e FM S. INV. = 6.95 \ \ ,� oo \ p0 — r C TR A T 10 TYP -�--- �\ END OF \ \ 17" DIA. STUMP FROME.O.P. 2S \ " NOTIN CONTRACT — EXISTING 8 FORCE MAIN " •�� '`oo \ CONTRACT NSTALL 12 — — — — — —TOP OF BANK _� PLUG 10 " PALM 8 " P A L M _ — — — _ V _ _ _ FLOW LINEM_ WATER LINE - - �•\UNE 26 �00— _ = _ --UT = — _ _ _ — — — 29+00 �\ \ 29+99.83 LEDGE OF 20' WIDE - - ✓ `�� 27+00 28+0 STOP SIGN EASEMENT PROPOSED 12" ! — _ _ — I 1-12"x11-1/4" BEND \ WATER MAIN 1— FIRE HYDRANT W (2) s" PALMS � �.` W TH 5 VALVE &BOX / 8" PINE 13" PINE _ — — — _ _ _ _ — — — — 14" PINE — — \\ \\; JACK & BORE 95 L.F. f 52' \\\ \ o OF 20 CASING (STA. 23+50) 12 PINEX X — — 19" PINE (n 1— 12"x 12"x 6" TEE — X X " " _ __._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._•- - EXIST. 6' CHAIN LINK (4) 9" PINES \ \ \ \ TREES: FENCE W/ BARBED 8" OAK, EDGE OF BROKEN WIRE 15" PINE PAVEMENT \ \ \ NOT IN CONTRACT \ 20 WIDE EASEMENT GATOR LUMBER INVERT UNKNOWN. FIELD LOCATE & _.. __..... ;, ._......_... _-_.-__ _.. __......_- _ EXISTING EDGE OF PAVEMENT MAINTAIN 18 CLEARANCE EXISTING TOP OF BANK EXISTING FLOW LINE EXISTING EDGE OF PAVEMENT SCALE: HORIZONTAL 1" = 50' VERTICAL 1" = 5' "RECORD DRAWING" INCORPORATING THOSE CHANGES MADE DURING THE CONSTRUCTION PROCESS BASED ON DATA FURNISHED BY THE CONTRACTOR TO THE ENGINEER. -EBBUARY 1993_____ SCALE: HORIZONTAL 1" = 50' VERTICAL 1" = 5' 20 15 ._....... EXISTING TOP OF BANK _ _... ._ _ _.� _.___..EXISTING FLOW LINE._.._.....TM _5 10 _ 10 EXIST. 1 CMP INV 6.95 PROVIDE CONCRETE SADDLE IF LESS THAN 18" CLEARANCE __ ..... ____...___ ___.__ __ ..._ �. ..... ._.....__ _ _. _--..�r... _..__.__.... _ _ rLv _._.._._____ __ ___ ___ _ _......... ..__..... ._-_......-....... ... .__.... _._ ...__._ _ _._.. 12 VALVE &BOX _ _ _ PROPOSED SED WATER MAIN 5 _ __ _ ._ _ ___ _ _ _ _ _ __ ___.. _.. ___ _.__.._ __ _ _.._- _ _ _ _ __ __ ..___.. ___.. _ __.._._ ..._____..._ 5 _. IT ___.... ___ .. 12 x 6 TEE _(STA. 23+5) _ ... _ PROPOSED 12" WATER MAIN - a •• _ 18" MIN.- JACK & BORE 95 L.F. - OF 20" CASING . 6 ___.._ EXIST. 24" D.I. FORCE MAIN 0 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 - :. 30+00 ENGINEERS_ I P�NERS , SURVEYSUITE 10 6787 N. T9ICKHAM ROAD, SUITE 106 » MELBOURNE, FLORIDA 32940 (407) 242-4942 POST, BUCKLEY, SCHUH & JERNIGAN, INC. il"O"W"01A 0CD0n oonn1lrrc stir AA CLIENT INDIAN RIVER COUNTY DIVISION OF UTILITY SERVICES PROJECT NORTH COUNTY PHASE I WATER DISTRIBUTION SYSTEM UW- 90- 05 DS tJ 1J TASK PLAN AND PROFILE STRATTON AVENUE ORIGINAL JAN. 1992 REVISIONS: 1CHANGED 24• WM TO 16" WM 12/91R.V. 6 JOB NO. 07-122.00 DRAWN RDV DESIGNED CJB CHECKED CJB oC WRM SHEET 5 /7 7 8 2 9 3 _ 10 4 11 s 12 NOT FOR UNLESS'SIIGNED NNSTRUCTION T IS BLOCK