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HomeMy WebLinkAbout1986 - Water Distribution System, • , 6t fitwi , j tY,s • i� <y, r.. - e :. e, a r: n , - son Awmi 3 0. = SUBDIVISIONS OF A PORTION OF SECTION 7, TOWNSHIP 31 SOU�THI RANGE 39 EAST B A PORTION OF SECT/ON 12, TOWNSHIP 31- SOUTH, RANGE 38 EAST f i_ o a o EMT" L 0 EMMA 0 D A. , ( ', 7, , _, I =2 - __� ILE ENGINEERS NOTES I. OBTAIN ALL REQUIRED PERMITS BEFORE COMMENCING WORK 2. ELEVATIONS AND CULVERT SIZES EXTRACTED FROM PAVING a DRAINAGE DRWGS. FOR THIS UNIT. 3. ALL APPLICABLE SAFETY STANDARDS ARE TO BE FOLLOWED. 4. ANY DISCREPANCY ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE COMMENCING WORK. o' 5. SITE TO BE RESTORED TO ITS ORIGINAL CONDITIONS a GRADES AS PER PAVING a _— - -.— . - ,..•- •-- — DRAINAGE DRAWINGS. . , ..,r,;x, ..• . .`,: EF E CONST' 24 _ _ _. � � LL :,� �,� ." , , ,- f,_,i• - ',;�,; � CONTRACTOR IS RESPONSIBLE FOR CHECKING ACTUAL SITE CONDITION B OR q zs _.... _ . - 20 �, ., _ 7 OTHERWISE NOTED WATER LINES SHALL BE LOCATED: LES BREVARD CL'L /,J o if"•',T WATER LEGEND ! UNPAVED AREAS— 10OFF PROPERTY LINE. E INDIAN RIVER CO. V b ,, PAVED —5' OFF PAVEMENT. 30 39 P° � r..,+, l'•;:�s' =.r,y - '• EXISTING P R O P O S� E D ; 26 W 8. WATER SUPPLY FACILITIES INCLUDING MAINS SHALL BE INSTALLED CLEANED ,. > > 29 _ DISINFECTED AND BACTEREOLOGICALLY CLEARED FOR SERVICE IN ACCORDANCE a WATER MAIN a SIZE 6 i WITH THE LATEST APPLICABLE AWWA STANDARDS. e ti z o —� p ti 25 30" COVER. A WA R AI S ALL HAVE I GA VALVE — BLOW—OFF --04 �° As." . TE MAINS H E M N ALL• .;)0. WHERE WATER AND SEWER MAINS CROSS WITH LESS THAN 18 (VERTICAL CLEARANCE, TE r �. 4* n ;,',.;,• I — — ' — SERVICE CONNECTION I THE SEWER WILL BE 20 OF EITHER CAST IRON PIPE OR CONCRETE ENCASED VITRIFIED - S E PARALLELS ., , .. E CENTERED 0 POINT OF C A M CLAY -PIP C TER D N THE T CROSSING. WHEN WATER R AIN P LS A • •� �9 'io xs ;:, — — — — II SEWER MAIN, A SEPARATION OF AT LEAST 10[ SHOULD BE MAINTAINED. FIRE HYDRANT W/ GATE VALVE G� tIt —� I 11. ALL PIPES ARE P. V. C. PIPE CLASS 100 TYPE I GRADE I (DR. `8 ) ` — — CAP — TEE — REDUCER C�� 12. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN TO BE MADE WITHOUT PRIOR APPROVAL Z I OF THE ENGINEER. \'b I, '; -- — — — DENOTES SAMPLING TAP BREVARD CO. -- i t' 13. OPEN ROAD CUTS REQUIRES PRIOR APPROVAL OF CITY OF SE ASTIAN, FLORIDA OR — — INDIAN RIVER CO. ,�,,:A`n OTHER AGENCIES WHICH MAY HAVE JURISDICTION. ` SEBA MUNICIPAL I .',' DENOTES STATION NUMBER 14 MENCING CONSTRUCTION PORT PROJECT CONTACT ALL CONCERNED UTILITIES BEFORE COM N ry _ ; - _ { ; � • � CMASI.AS t[[OS. MASS. SIX ,O6S) - _ _ , AREA 0 4 s 15. WHERE A WATER MAIN.. IS TO BE INSTALLED BELOW A STORM DRAIN PIPE: �� a' Z "`. , °p 4. ';=w A MINIMUM OF 6" VERTICAL CLEARANCE BETWEEN PIPES SHALL BE MAINTAINED \, UNLESS OTHERWISE DIRECTED. _.-- i 16. WHERE WATER AND DRAINAGE PIPES CROSS WITH LESS THAN ONE FOOT VERTICAL /� DUCTILE IRON. � CLEARANCE THE WATER PIPES SHALL BE DUC L ' 17. SEE DETAIL SHEETS FOR ADDITIONAL NOTES. ,D Z 469 i a .Y 4 - - INDEX � / 9 • • 116•• x t p ,wry - , '£ 1J • ...... „ f . :, :aseAl I DD _ 9 , � , I COVER SHEET { 14. 13 15 I �C - IT \ 3 �,�.. i' �.,. _ 2- 6. LAYOUT DESIGNS IT 14 If K filr EAR TO CONFORM PLANS APP 1� /s\\� ;'/��/ 9N a / .'y`'•../ „ TO PRESENT CITY LAND DEVELOFT,l.n.?'r IIY Engineer y i COD C I O F E AND ORDINANCES AND ARE SEBASTIAN. c V-AFOREAPPROVED. R� T. .. °>o' OVED. 22 23 X99'• i 22 :l/ 20 09 2111 21-'�,�4;,.i•' \ �� / ; a n s9, i9�� �. NO CHANGES SH r- I – (– – L W D 3 2 29 85 / , E3L MAD , � � /���, � ;,/jai.. �\ �\. \ � ��' .�, 1� � ', � • � � : •o,e �a. ". i. DOCUMENT SHALL L � TC� T��� • 6 �- A p ROAD Ri �;`'%%rr; '- r \'��\\��\" MENT WiTHOtJT F©ZI�IAL WRITTEN i ,T - APPROVAL OF THE CITY F f- �.1 EAsTIEhg i n e e r i n g Inc. W-38 \��? , \ \�, \ i it • s', 1, Consult) nee & Planners p , \\\\ \ a \ . , /(r � / 9 - i ee , . s. /? 7 'M••' • � 3 ' „u..., n... « ... 1 l _ Engineers w - ... �-1..- J 'n En i rs r. h 28 \ S \\\�\ 29 9 28 Il �s O27 , 29 28 --. _ - -- - - -: INDEX MAP SEBASTIAN HIGHLANDS UNITS I & 1 ERAS G •NDS 4 5 • _STAT_E ROAD - SIO --- -- - - WATERDISTRIBUTION SYSTEM . ---- - --- SCALE I 12-00' 1 : SEBASTIAN HIGHLANDS INDIAN RIVER COUNTY FLORID, L; AT l 0 N MAP Genal DeMopnient ' lIfilitiP_-S Inc. IO1500 O 3000 6000 .fir . A/ q � . [ - A c.[6.r DwdoO,nwn EuEsiA•ry BY J MIAMI E NO FLORIDA TATE OF FLORIDA SCALE IN FEET DATE DSG BY A.D. A DWN. BY E. A. B RELEASED BY SHEET/_ .. SCALE SHOWN CK` D. BY A. D. A . APPR BY / FILE 646-22-84 1 , C.M.P. INV. EL.19.2 16:'MIN. � 1 � DETAIL 'A' N. T S. -EL. 22.8 \\\'�\\\'i\\`�i�\`�/ 18"X I I II C.M.P. ni- INV. EL. 21.7 6" P. V. C. �6 MIN. t i DETAIL 'E' N. T. S. �EL. 22.1 22ItX 13'� C. M. P. ' IINV. EL.20.8 6 PV -C- 11 � 6"MIN. DETAIL 'B' N. T S. EL. 21.8 18"X I I C. M.P , INV. EL. 19.7 6 P V.C. 16" M IN. � 1 � DETAIL 'F ' N.T. S. EL. 23.0 36"X 22" C.M.P. INV. EL. 19.5 fi 6" P.V.C.\ �6"MIN. y y co ' O DETAIL 'G' �P ' N.T. S i i co I 10 �P C:) ; � II DETA I L' F' 12 18" X 11 C. M.P. ; INV. IN 19.8 INV. OUT 19.7 , REPRO PRODUCTS INC ( SEE I SH EET DETAIL 'G' 3) �EL. 21.5 18"X 11 " INV. EL. 20.4 6PV.C.'**,� �6" MIN. I, DETAIL 'C' N. T S. EL. 21.2 36"X22" C.M.P INV. EL. 18.1 6" P V. C."� 6" MIN. ► "t DETAIL 'D' N.T.S I V„I I U I Q ! _Z I Q I � � p A DRAINAGE R/W 485 \ ■ \ 22"x 13"C.M.P � v� 4 3 2 I A I 36"X22i1C.MP \ INVAN 20.9 INV IN 18.3 \ GEORGIA INV OUT 20.8 i BLVD INV OUT 18.1 \ U 14+97 , /442 18"X I I C.M.P ' DETAIL 'C' 1 INV. IN 20.5 4 DETAI _ B I 30 ` INV.OUT 20.4 32 33 34 35 �I I /4477 DETAIL D 5 iI A 30 1 2 29 I �� 2 23. 2-9 2 1 36 3 DETA I LIE I �� I 28 TE RR. 3 28 3 _ � I t 27 489 4 c �,. +►t�; 5 4 27- 26 4 � INV. IN 21.8 �I 1 ♦ 7 INV OUT 21.7 20 21 22 +� 25 8 0 5 26 ( 5 2a. 19 �� 487 18 LJ }►�- 9 (� 6 25 f 6 17 �� I 486 10 488 I 16 ' � � f �' 7 24 I 7 i 0 ti �- 15 ! I ' f 8 23 1 8 14 ,� TR. G 3 L o I i i m 9 22 Q 9 13 i f 12 1 10 21 I to _DRAINAGE RIGHT (F _ WAY �=� DRAINAGE R/W DRAIN. R/W 36"X 22 C.M.P 36" C.M.P. I )-T INV. IN 19.5 INV IN Id_9 �� ! 1 INV. OUT 19.2 `43`X 27 C.M.P 1l.V OUT 18.6 INV. IN 18.5 INV. OUT 18.2 DETAIL 'H' ( SEE SHEET 4) DETAIL 'I' AS- BUILT SQA• / Z067-4-,$ ®A1 sh ec7-4) ARBOR ST 497. 494, EL.23.1 36�� C. M. P W ) INV. EL. 18.6 161 P. D.I. > I6" MIN. M U) DETAIL'H' N. T S. �EL. 23.0 z 43"X27" C.M.P �► I INV. EL. 18.5 6" P V. C. 56" MIN. 1111 j� i DETAIL ' I ' N.T.S Afl--,FINov 1 7 r4V6 REVISED PLANS APPEAR TO CONFGr" I TO PRESENT CITY LAND DEVELOiF` CODE AND ORDINANCES AND A;` T} :._::, . C. Engineer FORE APPROVED. A.D. A. E tl g I I � D19 S013A TIAN NO CHANGES SHALL DE MA,? TO THIS Consulting Engineers s DOCUMENT WITHOUT FORMAL WRITTEN TIAN. D.E.R. WD31-2026L 1-29-85 APPROVAL OF THE CITY OF SEBAS 94 LOTS THIS SHEET SEBASTIAN HIGHLANDS UNITS 14 a 15 0 WATER DISTRIBUTION SYSTEM N > SEBASTIAN HIGHLANDS INDIAN RIVER COUNTY, FLORIDA W i General Development Utilities.lnc. ♦ .rvr bw�arw.n.. S.srt.n BY m )/TAT N0OF FLORIDA W DATE 09G By A.D.A. Dwti By E.A.B. RE..EASEO BY SNE ET NO p SCALE In= 100 CK D By AOVR gr I I 2 OF 6 FILE 646-22- 84 t /EL. 22.4 2-2"X 13' C.M. P. INV. EL. 21.1 6" PV.C.� }6"MIN. DETAIL 'J' N.T. S. EL. 23.0 18"X 11, C.M. P. INV. EL . 21.9 6" PV.C.� �6"MIN. If DETAIL V N.T.S /EL. 22.4 22"X 13" C.M.P INV. EL. 20.1 6"P. V.C. =6"MIN. r � DETAIL '0' N.T. S. �EL. 22.0 22"X 13" C.M.P. , IN V. EL. 19.7 6" P.V.C. I6"MIN. DETAIL 'P' I� ! /Z-/7-85 f/B. As-BU/Gr -5rq• / ro (s-74. -6pA/Slle4er {%D/tiS'ENSAvE, q93, 49!i, 995 ( SEE I /Z- /745 f/8. As- 6alL T 5M. 2 ro (3 TA • 4 ON 5//ee7 4) 00r/j- 41145 4 94, 4 95, 4 97 S H E E T 2) /2 -/✓-Bs f/e. As- av1L T -sr,9. 3 ro 6s 7. 4. G e1v .5Hee r4.) OE/r�/ L a&7E q49. 499, 4 93 }I /2-/7-85 /1B. 45- BU/L r 574. 3 40 sTA- 4 DEG /ti1�NTE RO. 4 92 4 93 EL. 23.0 EL. 23.5 ! /''{a ✓ Q' \ 12-1745 /1B. AS-!jU/L7 STA• S T4�sTA. 7 0N5Hee74) DELAWARE AaE. &e 49/, 49? r/v. h' " 17 / .! G : ' DETAIL 'J (s 7A. 0A/ stilt G Q' . �'� G-//-dG yB qs-Qvit sTA t T• ¢ T) IrEAlliliNs sT• 49l) 495- 22" X 9S'22"X 13 I 18"X 11" I ! 90 C.M.P C.M.P. ( ; ! 18 17 _! _ DRAIN. R/W. INV EL_21.8 INV. EL. 22.3 ZZ Q 489 (p" '•00 6"PVC. MIN. 6"PV.C. 6"MIN 41 ! ��/488 � 16" I �/ 16 15 11 10 h O 17 AVE. DETAIL'K ' DETAIL 'L' 20 �� DETAILf Lig( NTS. N. T S. I i •� (2'g• Imo; 23 18 p,430 ♦ \ 18 X II C.M.P Ofpo 15 � INV. IN 22.4 19 INV OUT 22.3 EL. 22.4 DETAIL 'koK' „ 40 20 21 22 23 22'X 13'CM.P ` 14 491 1811 X II INV IN 21.9 ,Q C.M.P. INV. OUT 21.8 � v 11 INV. EL. 20.1 P. �� 12 `ok<k I I 10 9 8 6" V.C. =6 MIN. �� �' � • av E. i DETAIL 'N'`G I N.T.S `� I / D.E.R. - G. P 45 44 43 42 41 39 38 WD 31- 2026H CID JULY 111 1984 492 .� FLORIDA POWER AND LIGHT COMPANY _ Aim �����■ EASEMENT o_ Q� 4 9 2 EL. 22.5 EL. 21.7 5 6 7 8 9 10 11 \,� 12 13 14 15 16 17 18 19�N�\\�%\� P � � 4 DEL MONTE I j I RD. 3 TAIL ilii �, 18"XII" 22"X13" L� 11 I f Lj_ C.M.P I C.M.P. 4 �� Z4.0 / G { 23 D jj�' IN V. EL. 21.4 INV. E L . 19.4 �e 3 - 6" P.V.C. 16" MIN. 6" P V.C.\ 16" MIN. ,h �. 18" I I C M. P. � A, / o o INV. IN 22.0 2 ,� �' 26 27 28 29 30 31 32 33 34 35 36 371Nv OUT 38 DETAIL 'Q' DETAIL ' R ' 25 N. T S. 493 493 NT.S. DETAIL 'R' 1 DETAI!L'N' / 24 ~ 19 18 17 16 15 14 13 12 I18 10 9 w Q ^ ?_ X 3 C.M.P AXtih W EL. 20.8 L. 20.5 DETAIL'R-I' �Z+7923 �' k� INV. IN 20.2 = ,E 13410 .2f81 .� ^� DICKENS f \�•\� 20 \A _AVE E. Zz•� INV OUT 20. I � " 62 j- D +DO `\�.�'� �_ 18"x II29x 18 " N. T S. s,O 2 2 TAI L / � % SB 5 ��` = \ N,, C. M. P , C.M. P. G,. Dia 18 x 11 C.MP I I DETAIL 0 I %/y 21p}20 2 INV. IN 20.4 I INV. EL. 18.8 INV. EL. 17.9 EL. 21.7 63 /9// / 23 22 21 D4-z3f ( 15 16 17 INV OUT 20.1 1 3 I 21 22 6 PV.C.\ }6"MIN. 6 P.V.C., r,,I� Q f ,� 18 19 20 1 I �i Y k 23 / 9 tz o �Q`to I 1 t1 Zy I I r APrL� i, e I'v. ti t. 494 I a 25"X 16" o� �� 9fj `L I i i C.M.P. 508 \ ��,�� 24 \ ;�`'o' 14 I DRAIN. R/W. w DETAIL S _ DETAIL^ T ` J 215 �� J 21 W `? 20 �O 22 1 . w L"N.TS. N.T.S. INV. EL. 19.3 �� 25 C 13 1 Z I j 12" PVC. F,9 \ 12 I I 10 1 - I v \� 16 MIN. DETAIL'S' 21 �- 3 RcVISED PLANS APPEAR TO CGT., �: ;,,t I#y Engineer s G' I QI f,, ' ' 3 26 '19 D E TP, I L' P' o I X%L* 9 8 TO PRESENT CITY LAND DEVELOPMIEN i' CIT. F SS AST AA N J C I -I'� v CODE AND ORDINANCES Ai aD ARE THERE- A. D. �. En n �@ I'Tt�U I t�'G. DETAIL 'R -l' O� ?os % 20 27 4 4..5 AVE 2z FORE APPROVED. _ Consulting /Engineers a Planne"rs 4 ti DET L ` T ' 18 - - - - - _ _ -. NO CHANGES SHALL BE MADE TO 1 -HIS N.T. S. 5 0 4 1` 0I•vv �„ DOCUMENT WITHOUT HOUT FORMAL WRITTEN REPRO PRODUCTS IN! 21 19 28 5 17I�`. G - _ APPROVAL OF THE CITY OF SEBASTIAN. N. , 5 ��o 22 'X 13"C.M.p Of00 ""'--'•' D.E.R. WD31- 2026 L 1-29-85 ' v \G�•\�. IS 29 6 INVIN 19.8 O+GZ ofl�\ NVXI131 C.M.P '} s%� 16 15 14 INV. OUT 19.7 (o (( N 9.8 7 0 & F''�`. 0+1t INV. OUT 19.7 147 LOTS THIS SHEET Q tt 2 0 ti��J Jo 22 17 3 0 � 13 � f \� 2 3 �F SEBASTIAN HIGHLANDS UNITS 14 15 505 16 31 60- 497 24 'I 10 o WATER DISTRIBUTION SYSTEM 32 �` } 25 ` \ ' ! I SEBASTIAN HIGHLANDS INDIAN RIVER COU TY, FLORIDA in e General DeveiOpnvnt Utilities• Inc. ( 11/�/w r P E NO ��32 ( SEE S H E E T 5) (N E E SHEET 6) m STATE OF FLORIDA uj DATE D9G By A. D. A. OwN By E. A• B. I RE:EASED By I SHEET NO ao SCALE 1 100' CK D By APPA B, 3 OF 6 FILE 646-22- 84 1