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HomeMy WebLinkAbout1987 - Water Distribution SystemSUBDIVISION OF A PORTION OF SECTION 30 TOWNSHIP 3/ SOUTH RANGE 39 EAST W � ENGIN EER'S NOTES I. UNLESS OTHERWISE NOTED WATER LINES SHALL BE LOCATED: UNPAVED AREAS— 10 OFF PROPERTY LINE PAVED — 5' OFF PAVEMENT. 2. WATER SUPPLY FACILITIES INCLUDING MAINS SHALL BE INSTALLED, CLEANED, CE WITH THEE LA EOSTCA APPLICABLE AW WAR STANDARDS. N �f DISINFECTED A SERVICE a i 3 ALL WATER . ACCORDANCE \ \23 20 ER MAINS SHALL HAVE MIN 36” COVER a\ BREVARD CO. /� 0 _ 4. WHERE WATER AND SEWER MAINS CROSS WITH LESS THAN 18" VERTICAL INDIAN RIVER CO. CLEARANCE, THE SEWER WILL BE 20' OF EITHER CAST IRON PIPE OR �� _3� Pa CONCRETE ENCASED VITRIFIED CLAY PIPE CENTERED ON THE POINT OF 26 w CROSSING. WHEN WATER MAIN PARALLELS A SEWER MAIN, A SEPARATION \ Cr29 OF AT LEAST 10' SHOULD BE MAINTAINED WHERE PRACTICAL. e \ti p do �` 2s 2 I N D E X 5. P.V.C. PIPES SHALL BE CLASS 150 'TYPE I GRADE I { DR. 18 ). — V R SHEET 6. NO FIEWITHOULTD PRHOR APPROVALANGES OR E OFTTHESFROM SIGN TO BE MADE ENGINEER. _ COVER _ 7. NO OPEN ROAD CUTS WILL BE ALLOWED WITHOUT PRIOR APPROVAL 2 LAYOUTOF CITY OF SEBASTIAN. e 36 : I CONTACT ALL CONCERNED UTILITIES ES BEF RE COMMENCING MMENCING CONSTRUCTION. P,\O ASG o 8. 0 U; 9. WHERE A WATER MAIN IS .TO BE INSTALLED BELOW A STORM DRAIN PIPE. A MINIMUM OF 6 INCHES VERTICAL CLEARANCE BETWEEN PIPES SHALL i f BE MAINTAINED UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ti C J o �+`e \( � � 10. D.I.P. SHALL BE CEMENT–MORTAR LINED MECHANICAL JOINT CLASS 51 (150 P.S.1) BREVARD __ CO. -- 2 INDIAN RIVER CO.•'""L S1Tc • 3!4 *' �_-L— 4,2 +' SEBASTIAN MUNICIPAL • r.�' II WHERE WATER AND SEWER MAINS CROSS WITH LESS THAN 18 INCHES, VERTICAL \r t • 22 .• a� _ CLEARANCE THE SEWER WILL BE TWENTY FEET (20') OF EITHER CAST IRON PIPE OR AIRPORT~ 9 ,0 27 IjL /9 20 3 z 0 r CONCRETE ENCASED VITRIFIED CLAY PIPE, CENTERED ON THE POINT OF CROSSING. g J� ti I �0 12 f ♦ :I 2 , ,,. • ' 2a " 30 29 I THE SEVEN PIPE SHALL PASS UNDER THE WATER MAIN. WHEN A WATER MAIN 6 o , 3 • 396 .f 13 >>__ L N jV`lq ' e 3 :a 7 46 PARALLES A SEVEN MAIN A SEPARATION F AT EAT TEN FEET 1 SHOULD 14° z2 21 i„ 2e . z72:2, X51'• ' i0 „ o��, ,�%2 Zf MAINTAINED WHEN PRACTICAL. 0 LEAST (0) S OUL BE 2t f� I Ili C r I s ♦ s ` 6 179 • f I.1e IG i0 16 1 I _ V 1 397 446 3 9 2• z rite 24 t3 22 21 2z 13'• s 35�P� i : '• ! <p�e�, o! + 7 ♦ 1, t t g0 39 3 ,• • I �• s17 398 • • I 2 3 ♦ • . t 1' , lo' 3e 3e e 6 • 2' r f ♦ t"'1206 'y 6 • - - 36 14 19 f 24 S .. - e O N TIP"IO Z •• p 7 14 4 , ! 13 • S 1 ' I I •• �♦ 46 .1 ♦ /3 12 11 20 12 © 7 e .... •e • 3 , I z Dail •s " • ! 45612 f4S 7 TR•CT x • 2 r SSI O I \ I•I Z � J/wq�r\ � t � ? ? I I 1 ••I yI 1 2 3 / S • 1 �0 II � f •c• � - 3 Q♦ S 6 �4 i• • t HLR, `�T • k,I!•{29�30131 3: It 9 ''° I 2 7 • * X44 e 9 10 " 3 ' 3 ALA A ••I I WATER LEGEND�RrM! 2S 21232Y t tf3119I1•I1T 16 IS I4 4 1 • E U S I - ti O It � ♦ I e♦ MIMCMY•M EXISTING PROPOSED s 32 a - - 2 6 c 9 l'J t,, z13 Ile < 7 t 1 zl3 7 _ 6 1s 1� 9'II 2�f le ' l0+ 11 asf 4z4o 1 22 23 z• zs o 0 I1 IS 14 I 3 !o ' —1°7 ��• 6- — —- 614 9 WATER MAIN a SIZE17 +to_• S 2e t ►AASITE :41 1 16 =448 C IS f^ 1 • ' 6 I 7 t ,3 Is •443 l It - B /6 .439 ti 7- - 3� = pn 00 - BLOW -OFF i 16 �J 6 le • I• "44 26 I/ 17 TRAc♦ 'A' • �• __ ,t _ . _ _.--_ _ I s 19 s If 4 19 I. ? �° TE VALVE 3 t I _ : • zs Is 1• .. I GA B OW � r- ca I f zl 3 21 /0 20 f ' 2 2z II ` e ` - ,± - ! SERVICE CONNECTION �•' ♦ 20 1 t0 9 24 CU R S 21 ,2 �.� i I t 1 - z tz t zt 13122 zl 1f z _ - a 1f . + z i` Z ,13114 IIS 16 17 le N } o 17 I 23 19, .,.. 20 90 21 22 23 l t� � zs A l6 'T � '♦ e 20 21 \� 22 t— 4 i — — — — 2, •o , •17•f1or11/I�tll3�l♦ ro .2s • „FIRE HYDRANT W/GATE .VALVE RIIl fT2 JA�� RIf,NT _lF A .. FATE RQAt' RI? ,-_ �.+� , - 1 _ \(i/3 ' 31- 39 I ' 1— - ♦— CAP -TEE -REDUCER �. S R Seo \ I I I t 31--38 q �`- i/ \ � — — � — — DENOTES SAMPLING TAP I S STATIO NUMBER 26 27 26 X k ze 2s 29 : 2 DO 26 DENOTE 2 PRO E A �; PORTION OF UNIT 17 ( PHASE 6 ) TATE ROAD 510 s I 1 WATER DISTRIBUTION SYSTEM SEBASTIAN HIGHLANDS INDIAN RIVER CO TY, FLORIDA LOCATION MAP KEY MAP Geld Development Utilities Inc. 07 >7� �� 3000 1500 0 3000 6000 4v 600 0 300 600 A a.�.. o«•lerwwK a1e.+�.r BY MIAMI f1l+�� ,. D. E. R W D 3. 2026 G 4-20-84 FLORIDA STATE OF FLORIDA SCALE IN FEET SCALE IN FEET f _ DATE DSG BY J. G. DWN. BY A.J. RELEASED BY SHEET NO 1 SCALE I" = 100' CK D. BY J.G. APPR BY OF FILE 634- 22- 84 -�,. -" _ . I - O1Y1.'N uMH .•Y /M 1Nf• F „ A ' SUBDIVISION OF A PORTION OF SECTION 30 TOWNSHIP 3/ SOUTH RANGE 39 EAST W � ENGIN EER'S NOTES I. UNLESS OTHERWISE NOTED WATER LINES SHALL BE LOCATED: UNPAVED AREAS— 10 OFF PROPERTY LINE PAVED — 5' OFF PAVEMENT. 2. WATER SUPPLY FACILITIES INCLUDING MAINS SHALL BE INSTALLED, CLEANED, CE WITH THEE LA EOSTCA APPLICABLE AW WAR STANDARDS. N �f DISINFECTED A SERVICE a i 3 ALL WATER . ACCORDANCE \ \23 20 ER MAINS SHALL HAVE MIN 36” COVER a\ BREVARD CO. /� 0 _ 4. WHERE WATER AND SEWER MAINS CROSS WITH LESS THAN 18" VERTICAL INDIAN RIVER CO. CLEARANCE, THE SEWER WILL BE 20' OF EITHER CAST IRON PIPE OR �� _3� Pa CONCRETE ENCASED VITRIFIED CLAY PIPE CENTERED ON THE POINT OF 26 w CROSSING. WHEN WATER MAIN PARALLELS A SEWER MAIN, A SEPARATION \ Cr29 OF AT LEAST 10' SHOULD BE MAINTAINED WHERE PRACTICAL. e \ti p do �` 2s 2 I N D E X 5. P.V.C. PIPES SHALL BE CLASS 150 'TYPE I GRADE I { DR. 18 ). — V R SHEET 6. NO FIEWITHOULTD PRHOR APPROVALANGES OR E OFTTHESFROM SIGN TO BE MADE ENGINEER. _ COVER _ 7. NO OPEN ROAD CUTS WILL BE ALLOWED WITHOUT PRIOR APPROVAL 2 LAYOUTOF CITY OF SEBASTIAN. e 36 : I CONTACT ALL CONCERNED UTILITIES ES BEF RE COMMENCING MMENCING CONSTRUCTION. P,\O ASG o 8. 0 U; 9. WHERE A WATER MAIN IS .TO BE INSTALLED BELOW A STORM DRAIN PIPE. A MINIMUM OF 6 INCHES VERTICAL CLEARANCE BETWEEN PIPES SHALL i f BE MAINTAINED UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ti C J o �+`e \( � � 10. D.I.P. SHALL BE CEMENT–MORTAR LINED MECHANICAL JOINT CLASS 51 (150 P.S.1) BREVARD __ CO. -- 2 INDIAN RIVER CO.•'""L S1Tc • 3!4 *' �_-L— 4,2 +' SEBASTIAN MUNICIPAL • r.�' II WHERE WATER AND SEWER MAINS CROSS WITH LESS THAN 18 INCHES, VERTICAL \r t • 22 .• a� _ CLEARANCE THE SEWER WILL BE TWENTY FEET (20') OF EITHER CAST IRON PIPE OR AIRPORT~ 9 ,0 27 IjL /9 20 3 z 0 r CONCRETE ENCASED VITRIFIED CLAY PIPE, CENTERED ON THE POINT OF CROSSING. g J� ti I �0 12 f ♦ :I 2 , ,,. • ' 2a " 30 29 I THE SEVEN PIPE SHALL PASS UNDER THE WATER MAIN. WHEN A WATER MAIN 6 o , 3 • 396 .f 13 >>__ L N jV`lq ' e 3 :a 7 46 PARALLES A SEVEN MAIN A SEPARATION F AT EAT TEN FEET 1 SHOULD 14° z2 21 i„ 2e . z72:2, X51'• ' i0 „ o��, ,�%2 Zf MAINTAINED WHEN PRACTICAL. 0 LEAST (0) S OUL BE 2t f� I Ili C r I s ♦ s ` 6 179 • f I.1e IG i0 16 1 I _ V 1 397 446 3 9 2• z rite 24 t3 22 21 2z 13'• s 35�P� i : '• ! <p�e�, o! + 7 ♦ 1, t t g0 39 3 ,• • I �• s17 398 • • I 2 3 ♦ • . t 1' , lo' 3e 3e e 6 • 2' r f ♦ t"'1206 'y 6 • - - 36 14 19 f 24 S .. - e O N TIP"IO Z •• p 7 14 4 , ! 13 • S 1 ' I I •• �♦ 46 .1 ♦ /3 12 11 20 12 © 7 e .... •e • 3 , I z Dail •s " • ! 45612 f4S 7 TR•CT x • 2 r SSI O I \ I•I Z � J/wq�r\ � t � ? ? I I 1 ••I yI 1 2 3 / S • 1 �0 II � f •c• � - 3 Q♦ S 6 �4 i• • t HLR, `�T • k,I!•{29�30131 3: It 9 ''° I 2 7 • * X44 e 9 10 " 3 ' 3 ALA A ••I I WATER LEGEND�RrM! 2S 21232Y t tf3119I1•I1T 16 IS I4 4 1 • E U S I - ti O It � ♦ I e♦ MIMCMY•M EXISTING PROPOSED s 32 a - - 2 6 c 9 l'J t,, z13 Ile < 7 t 1 zl3 7 _ 6 1s 1� 9'II 2�f le ' l0+ 11 asf 4z4o 1 22 23 z• zs o 0 I1 IS 14 I 3 !o ' —1°7 ��• 6- — —- 614 9 WATER MAIN a SIZE17 +to_• S 2e t ►AASITE :41 1 16 =448 C IS f^ 1 • ' 6 I 7 t ,3 Is •443 l It - B /6 .439 ti 7- - 3� = pn 00 - BLOW -OFF i 16 �J 6 le • I• "44 26 I/ 17 TRAc♦ 'A' • �• __ ,t _ . _ _.--_ _ I s 19 s If 4 19 I. ? �° TE VALVE 3 t I _ : • zs Is 1• .. I GA B OW � r- ca I f zl 3 21 /0 20 f ' 2 2z II ` e ` - ,± - ! SERVICE CONNECTION �•' ♦ 20 1 t0 9 24 CU R S 21 ,2 �.� i I t 1 - z tz t zt 13122 zl 1f z _ - a 1f . + z i` Z ,13114 IIS 16 17 le N } o 17 I 23 19, .,.. 20 90 21 22 23 l t� � zs A l6 'T � '♦ e 20 21 \� 22 t— 4 i — — — — 2, •o , •17•f1or11/I�tll3�l♦ ro .2s • „FIRE HYDRANT W/GATE .VALVE RIIl fT2 JA�� RIf,NT _lF A .. FATE RQAt' RI? ,-_ �.+� , - 1 _ \(i/3 ' 31- 39 I ' 1— - ♦— CAP -TEE -REDUCER �. S R Seo \ I I I t 31--38 q �`- i/ \ � — — � — — DENOTES SAMPLING TAP I S STATIO NUMBER 26 27 26 X k ze 2s 29 : 2 DO 26 DENOTE 2 PRO E A �; PORTION OF UNIT 17 ( PHASE 6 ) TATE ROAD 510 s I 1 WATER DISTRIBUTION SYSTEM SEBASTIAN HIGHLANDS INDIAN RIVER CO TY, FLORIDA LOCATION MAP KEY MAP Geld Development Utilities Inc. 07 >7� �� 3000 1500 0 3000 6000 4v 600 0 300 600 A a.�.. o«•lerwwK a1e.+�.r BY MIAMI f1l+�� ,. D. E. R W D 3. 2026 G 4-20-84 FLORIDA STATE OF FLORIDA SCALE IN FEET SCALE IN FEET f _ DATE DSG BY J. G. DWN. BY A.J. RELEASED BY SHEET NO 1 SCALE I" = 100' CK D. BY J.G. APPR BY OF FILE 634- 22- 84 -�,. -" _ . I - O1Y1.'N uMH .•Y /M 1Nf• F 35 1 EXIST. TIE TO EXIST.01 r 16 Oky 1 2 3 5 6 7 8 9 10 i 12 2 M 1 3 49 X 33 CMP 49X 33 CMP 2 4 5 6 7 8 9 10 1 l INV. IN 16.9 �G INV. IN 16.6 24 INV. OUT 16.8 I NV. OUT 16.5 G r _- i 445 11 , 444 13 3 N -.DRAIN R/ DRAIN R/W � � ---� SEE DETAIL It F�o \ 23 I 49X33CMP n „ 17 16 15 14 13 25 24 23 22 21 20 Ig 18 SEEDETAIL D 17"X13"CMP INV. IN 16.8 I TRACT B 17 N 16 15 s I INV 5 UT 16.6 12 . - .�. M x INV. OUT 17.6 4 HINCHMAN I.IHINCHMA 14 INV IN 17s w N ao 22 ---- or 5 r s VENUE 2-179 , 14 :. w :; � �Lc 2 21 •r s �' > 1 32 8 I �7z NV 13"C.M.P yI N 1718 w INV.IN 17.6 6 p I 13 II 12 13 II 12 13 7 6 5 4 3 2 1 11 12 13 F- '� 20 I w 2 31 0 9 44 I I Q TOP EL. 20.9 12 Gv 3 7 I � 10 14 10 14 F- 10 19 s w 21 22 23 24 25 26 I 14 w 3 30 10 I 1 42"X 29.. I II � �, I COURT �} 2+51 8 I c.M.P 1 9 15 �' 9 15 Zfi11 I' -I 20 9 15 18 ( ( INV. EL. 16.7 LLr 4 29 11 G.. I 6PV. C. 6..MIN. fr- 10 9 8 16 8 16 17 i 8 16 4' 5 28 12 19 w w 443 447 DETAIL G I I 9 10 - 7 17 7 17 7 17 16 LL. G ` ' 4 :37 6 27 13 18 cn 0 kpp 4 3 8 439- 8 398 11 6 18 6 18 44 Q az TRACT to A 6 18 15 11 r r ( 7 26 LL 14 17 • WX 13 C.M.P. ' 7 � ., SEE DETAIL ..C.. 12 I INv IN 18.1 5 19 5 1g INV. OUT .18.0 I G 5- 19 14 m ' 21 X 15 C.M.P. ---- 8 25 15 16 INV IN 17.6 d, INV. OUT 17.4 FRIAR COURT 13 I SEE DETAIL A :a 6 � 4 20 4 20 1 G„ 4 20 13 _ Nt. ~ 9 w Z 24 I 21 X 15 C.M.P p G" 14 �. 5 w + 3 21 H 3 21 a INV. IN 17.6 Z 12 4) J 1 Q INV. OUT 17.4 G ° '3 21 z � z '1, � 17X13 C.M.P. I ZQ 14' 1+ - v � 23 22 21 20 19 20 1 a LL. z G 10 Y = INV. IN 18.7 Q INV. OUT 18.2 15 I w 4 2 22 J 2 2 2 Y �� �� 3 _ 11 N Q. M h 2 22 s 17"X 13"CMP 1 ---- V Im INV. IN 18.7 9 2- w ----- 16 M INV. OUT 18.6 z SEE DETAIL ��B 3 1 1 23 o t43 1 23 11 12 13 14 15 16 17 18 4 4 7 1 23 10 Q J 9 MELTON^ p t2a SEE D TAIL"E" 10 AVENUE I o Q Q 18 w 3 17 J i I 2 (Zk G 3Vol) G' 9 w �sf iz Z Q 1 442 _ Z 8 1 ,� 1 2 3 4 5 6 7 1 1 8 9 10 11 12 13 14 15 16 17 4 5 6 7 Q aM 13t�'I I o 19 16f45 Q h Igt08 DRAINAGE RIGHT O F WAY ►6+�� � Vi Q I m J zS V� d D.E.R. WD 31-2026 G 4-20-84 TOP EL. 20.5 ( TOP EL. 21.1 TOP EL. 20.3 TOP EL. 20.2 TOP EL. 21.4 TOP EL. 20.8 �4 17 X 13 C.M.P. 17 X 13 C.M.P. 21 X 15 C.M.P. 17 X 13 C.M.P. 248 LOT o INV. EL. 18.0 I INV. EL. 18.2 I I r r INV. EL. 17.4 � INV. EL. 17.8 a 6�� PVC 6MIN. 6"P.V.C. " 6"P. V.C. 6 MIN. 6�� P.V.C. 6 MIN. 6 MIN. 6" P,V.C. 6" MIN. D ETA I L Ar,� D TAIL B DETAIL " DETAIL p i cn I rn Q 17 X 13 C.M.P rINV. EL. 187 I INV EL. 16.9 6" P.V. C. 6" MIN. 6PV.C. 67MIN., DETAIL "E DETAIL F�� S THIS SHEET � � v�v PORTION OF UNIT 17 ( PHASE L6) WATER -DISTRIBUTION SYSTEM 0 N > SEBASTIAN. HIGHLANDS INDIAN RIVER COU TY, FLORIDA W cr General Development Utilities. IIIc. �? • l:w•�r f.r.aaww~. Sue..a•n. By P�VIV/ m PE N0 15323 TATE OF .FLORIDA Lu DATE JAN. 84 D9G 8y J. G, DwN 8y A.J. RE: E 4SED BY SHE E T NO 2 o sCALE I°- 100 CK D sy J.G. IAPPR 8. 2 of 17,11 r, A7,4- �)9 - R4 - -- 1000, EXIST 66'f W. M. 10000 T. EXIST. 16" W. M. �k6 % TIE TO Aq EXIST I v EXIST. EXIST. J I Ems_ .. "_ "�- '_'" BARER I 1 I t s If. FW STREET 6 W. t I / EXIST. 6" 42"X29" C.M.P INV. IN 17.2 �� - _ _ _ _ W. M. i N V. OU T (6.7 EXIST. 16 W.M. EXIST 6" 0 - " EXIST. 6" W.M. W. M. Ok0 OtAo C _ 1 25 I TIE TO EXIST TIE TO 0k5% DETAIL "G " 35 1 EXIST. TIE TO EXIST.01 r 16 Oky 1 2 3 5 6 7 8 9 10 i 12 2 M 1 3 49 X 33 CMP 49X 33 CMP 2 4 5 6 7 8 9 10 1 l INV. IN 16.9 �G INV. IN 16.6 24 INV. OUT 16.8 I NV. OUT 16.5 G r _- i 445 11 , 444 13 3 N -.DRAIN R/ DRAIN R/W � � ---� SEE DETAIL It F�o \ 23 I 49X33CMP n „ 17 16 15 14 13 25 24 23 22 21 20 Ig 18 SEEDETAIL D 17"X13"CMP INV. IN 16.8 I TRACT B 17 N 16 15 s I INV 5 UT 16.6 12 . - .�. M x INV. OUT 17.6 4 HINCHMAN I.IHINCHMA 14 INV IN 17s w N ao 22 ---- or 5 r s VENUE 2-179 , 14 :. w :; � �Lc 2 21 •r s �' > 1 32 8 I �7z NV 13"C.M.P yI N 1718 w INV.IN 17.6 6 p I 13 II 12 13 II 12 13 7 6 5 4 3 2 1 11 12 13 F- '� 20 I w 2 31 0 9 44 I I Q TOP EL. 20.9 12 Gv 3 7 I � 10 14 10 14 F- 10 19 s w 21 22 23 24 25 26 I 14 w 3 30 10 I 1 42"X 29.. I II � �, I COURT �} 2+51 8 I c.M.P 1 9 15 �' 9 15 Zfi11 I' -I 20 9 15 18 ( ( INV. EL. 16.7 LLr 4 29 11 G.. I 6PV. C. 6..MIN. fr- 10 9 8 16 8 16 17 i 8 16 4' 5 28 12 19 w w 443 447 DETAIL G I I 9 10 - 7 17 7 17 7 17 16 LL. G ` ' 4 :37 6 27 13 18 cn 0 kpp 4 3 8 439- 8 398 11 6 18 6 18 44 Q az TRACT to A 6 18 15 11 r r ( 7 26 LL 14 17 • WX 13 C.M.P. ' 7 � ., SEE DETAIL ..C.. 12 I INv IN 18.1 5 19 5 1g INV. OUT .18.0 I G 5- 19 14 m ' 21 X 15 C.M.P. ---- 8 25 15 16 INV IN 17.6 d, INV. OUT 17.4 FRIAR COURT 13 I SEE DETAIL A :a 6 � 4 20 4 20 1 G„ 4 20 13 _ Nt. ~ 9 w Z 24 I 21 X 15 C.M.P p G" 14 �. 5 w + 3 21 H 3 21 a INV. IN 17.6 Z 12 4) J 1 Q INV. OUT 17.4 G ° '3 21 z � z '1, � 17X13 C.M.P. I ZQ 14' 1+ - v � 23 22 21 20 19 20 1 a LL. z G 10 Y = INV. IN 18.7 Q INV. OUT 18.2 15 I w 4 2 22 J 2 2 2 Y �� �� 3 _ 11 N Q. M h 2 22 s 17"X 13"CMP 1 ---- V Im INV. IN 18.7 9 2- w ----- 16 M INV. OUT 18.6 z SEE DETAIL ��B 3 1 1 23 o t43 1 23 11 12 13 14 15 16 17 18 4 4 7 1 23 10 Q J 9 MELTON^ p t2a SEE D TAIL"E" 10 AVENUE I o Q Q 18 w 3 17 J i I 2 (Zk G 3Vol) G' 9 w �sf iz Z Q 1 442 _ Z 8 1 ,� 1 2 3 4 5 6 7 1 1 8 9 10 11 12 13 14 15 16 17 4 5 6 7 Q aM 13t�'I I o 19 16f45 Q h Igt08 DRAINAGE RIGHT O F WAY ►6+�� � Vi Q I m J zS V� d D.E.R. WD 31-2026 G 4-20-84 TOP EL. 20.5 ( TOP EL. 21.1 TOP EL. 20.3 TOP EL. 20.2 TOP EL. 21.4 TOP EL. 20.8 �4 17 X 13 C.M.P. 17 X 13 C.M.P. 21 X 15 C.M.P. 17 X 13 C.M.P. 248 LOT o INV. EL. 18.0 I INV. EL. 18.2 I I r r INV. EL. 17.4 � INV. EL. 17.8 a 6�� PVC 6MIN. 6"P.V.C. " 6"P. V.C. 6 MIN. 6�� P.V.C. 6 MIN. 6 MIN. 6" P,V.C. 6" MIN. D ETA I L Ar,� D TAIL B DETAIL " DETAIL p i cn I rn Q 17 X 13 C.M.P rINV. EL. 187 I INV EL. 16.9 6" P.V. C. 6" MIN. 6PV.C. 67MIN., DETAIL "E DETAIL F�� S THIS SHEET � � v�v PORTION OF UNIT 17 ( PHASE L6) WATER -DISTRIBUTION SYSTEM 0 N > SEBASTIAN. HIGHLANDS INDIAN RIVER COU TY, FLORIDA W cr General Development Utilities. IIIc. �? • l:w•�r f.r.aaww~. Sue..a•n. By P�VIV/ m PE N0 15323 TATE OF .FLORIDA Lu DATE JAN. 84 D9G 8y J. G, DwN 8y A.J. RE: E 4SED BY SHE E T NO 2 o sCALE I°- 100 CK D sy J.G. IAPPR 8. 2 of 17,11 r, A7,4- �)9 - R4