Loading...
HomeMy WebLinkAbout1994 - (#149) Water Main TransmissionINDIAN RIVER COUNTY PROJECT #UW 93 30 DS for FLTI LD D D 17 [0 91 z Z A,] --ILF 9L 2 71 Li CEJ �� Old 6 3 ' �,''��� GHQ Lj� vED z zu b1L Li vIVER y y f LEGEND Call 48 hours before you dig in Florida ,OVERHEAC CABLE TV ,UNDERGROUND CABLE TVor ' . �•,,.: , [.,. . - i1GCA-- - - - ---- -- UCCA— ` +. (APPROX. 1' DIAMETER) PLEASE CALL 48 HOURS . PRIOR TO DIGGING FOR EXACT LOCATION OF CABLE UNDERGROUND FACILITIES. (407) 587-3444 LOR -- - - SOUTHERN BELL BURIED CARIE ID T T -�SOUTHERN BELL AERIAL CABLE OE - of - - It's the Law! �-OVERHEAD ELECTRIC 1-800-432-4770 Sunshine State One Call of Florida Inc. a � _ UTILITIES ; ,., ,P OJECTLOCATION OF UTILITIES SHOWN ON THESE PLANS ARE PLOTTED FROM INFORMATION 3 FURNISHED BY UTILITY COMPANIES AND ARE APPROXIMATE ONLY. CONTRACTOR IS TO ATYC1N FAMILIARIZE HIMSELF WITH, AND VERIFY CONDITIONS AT SITE. CONTRACTOR SHALL n�..„,,,.,r. MAKE DILIGENT INQUIRY AT THE OFFICE OF THE U"9LITY COMPANIES AND MUNICIPAL �RoseU►NI� : �[��• ' AUTHORITIES TO DETERMINE THE EXACT LOCATION OF UTILITY STRUCTURES. THE \./ CONTRACTOR SHALL NOTIFY, IN WRITING, THE UTILITY COMPANIES, MUNICIPALITY AND OWNERS INVOLVED OF THE NATURE AND SCOPE OF THE PROJECT, AND OF HIS OPERATIONS THAT AFFECT THEIR FACILITIES OF PROPERTY. �A INDEX OF SHEETS a 9 �•� � •[� �rfRM 1TA7M.M - (wYT1AN RI v[R AR .N+.ILP 9L tfplvLltCt � AIRPORT •u• • IHI s a eo.rRw.f £ JURISDICTIONAL AGENCIES J ,f/` ;;� ,,,, •, \�\ 1. TITLE PERMITS /APPROVALS � �,`9• Ib, /� � I' ✓[, �` INDIAN RIVER COUNTY —UTILITIES DEPARTMENT 2. VICINITY MAP DEPT. OF ENVIRONMENTAL PROTECTION — WATER er,,r rw.r EBASTJAM ;f= ' ` .E::.�n� ��� INDIAN RIVER FARMS WATER CONTROL DISTRICT M k, 3. HARRISON ST/US HWY #1 WATER MAIN FLORIDA DEPT. OF TRANSPORTATION sxewrnw .` r..cc MAL 4 . INDIAN RIVER DRIVE WATER MAIN 5. INDIAN RIVER DRIVE WATER MAIN 6. INDIAN RIVER DRIVE WATER MAIN 7. INDIAN RIVER DRIVE WATER MAIN M MAS TELLER & MO LER, INC. LOCATION MAP 8. DAVIS ST/N. CENTRAL AVE. WATER MAIN M ^' CONSULTING ENGINEERS (NOT TO SCALE) 9. N. CENTRAL AVE. /MADISON ST. /JACKSON ST. 1623 N. U.S. Highway 1, Su'te B2 7380 Murrell Road, Suite 106 & LS HWY #1 WATER MAIN SebaStion. F!orida 32958 Melbourne, Florida 32940 Ph.(407) 589--480C Ph.(407) 255-11175- 10. COOLIDGE ST/CLEVELAND ST Fax(407) 589-2742 04 19% Fax(407) 253-4439 11. JACK & BORE US HWY #1 NORTH OF JACKSON ST. i 12. DETAIL SHEET STEPHEN E. MOLER, P.E. FL, #33193 i 1 II a ` I I I I r w NO. DATE DE50RIPTION REVISIONS HMM MASTELLER & MOLER, INC. � CONSULTING ENGINEERS DR/APP 1623 N. U.5. Highway I, Suite 52 Sebastlan, Florida 32g55 Ph.(40'1) 5811-4500 Fax(407) 5&q-2742 '1380 Murrell Road, Suite 106 Melbourne, Florida 32,140 Fir,.(407) 255-11-15 Fax(40-7) 253-44311 gzvER VICINITY MAP INDIAN RIVER COUNTY PROJECT *UW -93 -30 -DS for @avw ori INDIAN RlvIER comrr WATER EXPANSION FLORIDA 'Title to all documents which bear the copyright of Maetsll r t Molar. Inc. to vweted solely In MosteNer M Molar, Inc. Those documents are provided to the owner solely In connection with this protect. Any other use or reuse of there documents or my reproduction, display. sola or other diposftton of Mose doa+mento by anyone is espresely prohibited without to of Mesteller It Molar, Inc. purwant to the Federal Copyright t.ar.' (c.)111114, MA5TELLER 6 MOLER, INC, STEPHEN JAN 0 41995 E. MOLER, P.E. FL#33193 B.A. vf51eN>`n M.D, c S.E.M. DATE 12/94 56ALE N.T.S. SHE'Er 2 of 12 ow6 No 945WIG N NO. DATE _- - NST. FIRE HYDRANT I — - - -- --- --- -- -- -- -- -- � - -- - — r — _ — — — — — — — -- — — — -- -- -- -- - 60145T. JUMPER GONNEGTION SEMBLY (SEE DETAIi� W/ 18" MIN. VERT. GLEARANGE (TYPJ — — - -- (5EE DETAIL e+1EET -- 12 OF 12) -- SHEET I� OF 12) __ -- -- -- -- - - ��0 na r -' 4. RJW 9Rc /P2 l_._J - -- r -- - - z \ F} C D T -- -- T — — —� — _ �• — —. ��— - —+ "'�` '�' _ RESET EXIST. 516145 (TYP J T -- - -- T -- R, - -- — = _— • —ONST.ze / Q RESTORE EXIST. PAVED RESET EXIST. "' 000 — _-- --- — EX15T. 5TOR i C-0" tT ,. � SAMPLEQ`� '� ' / u�`a DRIVE IN-KIND (lYPJ 7 B 0t L.F. MAIL OX (1YPJPOINT 'r�� v I „ d Q Q REMOVE EXIST. PL1J6 AND/ �'' v CONST. FIRE HYDRANT Iia I CONNECT TO EXIST. 12" WATER MAINJ ASSEMBLY (SEE DETAIL-� NOTE= SHEET 12 OF 12) �►� _-�' I I o- AZ EXIST. VALVE TO REMAIN x, ° a -, i r- �, , I r- A! _,r n E) CLOSED UNTIL CLEARANCE / / I I� II ( I i - I v HAS BEEN OBTAINED BY n r� t n e e r- I "x F.D.E.P. RESTORE EXIST. PAVED I - DRIVE IN-KIND (TYP) 20t L.F. fl i � I A / xI. I � V I I / RESTORE EXIST. PAVEDI DRIVE IN-KIND (TYP.' 50t L.F. Y, a rt II o �i II ,Qco,� ly ►i � ti � 500 ALL D 15TURE ED AREAS I ! II �t IN-KIND (Y'I'P.) I 0ON5T. 12"C> PVC WATER MAIN- VV AI W/ 3' MIN. DOVER (TYP) I 4 V I GI -EAR, AND GRUB AS 7't _II ry / NECESSARY TO GON5T. p� WATER MAIN I CI I�T MATCH L I HE — STA. 5+00 (SEE SHEET 4 OF 12) p �o HMMMASTELLER & MO LER, INC. ~ CONSULTING ENGINEERS DE5GRIPTION DR/APP 162= N. U.5. Highway 1, 5ulte E32 -7380 Murrell Road, Suite 106 Sebastian, Florida 32958 Melbourne, Florida 324440 R E \/ I S I O N S Ph.(407) 589-4800 Ph.(40-1) 255-1175 Fox(407) 589-2T42 Fax(40-1) 253-44344 g,IvER Harrison Street 5GALE = 1"=40' INDIAN RIVER COUNTY PROJECT *UW -93 -30 -DS for ooaooQa M'K�Q DQadF=-� 'o'TU o1� INDIAN RIVER c,OUWY WATER EXPANSION FLORIDA r I Hw r� — -- �lltls to .11 documentw rhlclh boor the copyright 136a00 —I — --- - of Most.11sr h Moir, Inc. Iv vested .biddy In 155*00 Mostellw B Molar, Inc. These documsn t. ars - - PE-Sie"Fv M.D. GON5T. 12",V RESTRAINED - _ �- - - ��601`45T. T6 x l2 310 _ _ _ _ -- -- - — — -- — — -- — — — -- -- — --_ _- --- -- — — — REDUCER 130too --- ` _`-- - - - — — _ I GON5T. 12"0 PVG WATER MAIN UNDER EXIST DRAT WAGE PIPE 45* BEND AND GONG. THRUST BLOCKS (TYP,) _- - NST. FIRE HYDRANT I — - - -- --- --- -- -- -- -- -- � - -- - — r — _ — — — — — — — -- — — — -- -- -- -- - 60145T. JUMPER GONNEGTION SEMBLY (SEE DETAIi� W/ 18" MIN. VERT. GLEARANGE (TYPJ — — - -- (5EE DETAIL e+1EET -- 12 OF 12) -- SHEET I� OF 12) __ -- -- -- -- - - ��0 na r -' 4. RJW 9Rc /P2 l_._J - -- r -- - - z \ F} C D T -- -- T — — —� — _ �• — —. ��— - —+ "'�` '�' _ RESET EXIST. 516145 (TYP J T -- - -- T -- R, - -- — = _— • —ONST.ze / Q RESTORE EXIST. PAVED RESET EXIST. "' 000 — _-- --- — EX15T. 5TOR i C-0" tT ,. � SAMPLEQ`� '� ' / u�`a DRIVE IN-KIND (lYPJ 7 B 0t L.F. MAIL OX (1YPJPOINT 'r�� v I „ d Q Q REMOVE EXIST. PL1J6 AND/ �'' v CONST. FIRE HYDRANT Iia I CONNECT TO EXIST. 12" WATER MAINJ ASSEMBLY (SEE DETAIL-� NOTE= SHEET 12 OF 12) �►� _-�' I I o- AZ EXIST. VALVE TO REMAIN x, ° a -, i r- �, , I r- A! _,r n E) CLOSED UNTIL CLEARANCE / / I I� II ( I i - I v HAS BEEN OBTAINED BY n r� t n e e r- I "x F.D.E.P. RESTORE EXIST. PAVED I - DRIVE IN-KIND (TYP) 20t L.F. fl i � I A / xI. I � V I I / RESTORE EXIST. PAVEDI DRIVE IN-KIND (TYP.' 50t L.F. Y, a rt II o �i II ,Qco,� ly ►i � ti � 500 ALL D 15TURE ED AREAS I ! II �t IN-KIND (Y'I'P.) I 0ON5T. 12"C> PVC WATER MAIN- VV AI W/ 3' MIN. DOVER (TYP) I 4 V I GI -EAR, AND GRUB AS 7't _II ry / NECESSARY TO GON5T. p� WATER MAIN I CI I�T MATCH L I HE — STA. 5+00 (SEE SHEET 4 OF 12) p �o HMMMASTELLER & MO LER, INC. ~ CONSULTING ENGINEERS DE5GRIPTION DR/APP 162= N. U.5. Highway 1, 5ulte E32 -7380 Murrell Road, Suite 106 Sebastian, Florida 32958 Melbourne, Florida 324440 R E \/ I S I O N S Ph.(407) 589-4800 Ph.(40-1) 255-1175 Fox(407) 589-2T42 Fax(40-1) 253-44344 g,IvER Harrison Street 5GALE = 1"=40' INDIAN RIVER COUNTY PROJECT *UW -93 -30 -DS for ooaooQa M'K�Q DQadF=-� 'o'TU o1� INDIAN RIVER c,OUWY WATER EXPANSION FLORIDA r D"M B.A. �lltls to .11 documentw rhlclh boor the copyright of Most.11sr h Moir, Inc. Iv vested .biddy In Mostellw B Molar, Inc. These documsn t. ars PE-Sie"Fv M.D. provided is the .roar solely In connection with thle project. Any other we. or reuse of .bees documents or any reproduction, dlepioy. "I% or �.f�EV S.E.M. ather disposition of these dowment. by anyone Is "pressly prohlbHod sfthout c.nsent of ...tabor k Moir, Inc. pursuent to the federol P �A� DATE II��T Copyright Lor Low.' 90ALE 10=40' sHEE-r 3 of 12 ©1994, MA5TELLER 4 MOLER, !Nr.. STEPHEN E. M O L E R, P. E. F L# 3 319 3 Dt*& No 44459-103 0 5+00 U MATCH LINE r/ m (SEE SHM r 3 Or i 2) v� � I� �/1` , II 'III I I_-��:vr�,r ,/eMil-- I'_)ri,.l. _ C, r � lw 1 r. n •, ,.► , v , � l/ , w , / — -- -- ...------. r- -- - .. _ .. _..—� - - - - --- � 1 � II � II II � �_-�-- ' Ili • \ I I I % 1 ` � I � i ( s , \ 1 1 ),w \ Ci L `. I! .w I_ / l/ r. i 7 I r ! I AREAS IN-KIND (Tl'i' i Q L I ' T. I"mHATERI 5 I II d1 a I! I -,1,., I,,:'�II� - ��,a -1. ' I.,�;, , , ►, II ' CONS ERVIGE O L_\w i r, ` 1/ v U O f,r „a �� 1 �, �' W1 (1) METER BOAC (TY'PJ -- iI 'I� I i" ` 1 1 L_ k w , C . r , A '- C: i- �,i r, `/` . A' A , w r 'v �, :� i \ i r" I rry ry r�,., �9��1r��,r,�v� �- •% ' I II 61, 4'(•-,/\r J, _ , ♦ C, r r \w C. 1 , '.,w r r. �. . / \w 1 v 1 .� r l 1 / �"e ' I �' '� . r�I 1 1'A LA/l/l9 r. 0 � k/ lJ r. I 1 �w l,, r. I �_ ,. CONST. 12-0 PVC HATER I �J ii h�,',1 'irirrr, ti ,i II rlr�•'' �0 / � � I � I •,�; (� 1 1 '� I^i/ 3' MIN. GOYEi� (iYPJ ,/tom 'I 1 1� ♦ w L w/ l J\/ r, t 1 ',A , C, !_ ' `: ` •• Is 1 1- III, i j i �i r. I DO NO D 15TURB EX15t. - , , , r. I I - �F REPLANT 5MA,..L�; PALM I �M''- CURB A"D &UTTER Q m !; CO 0 I TkEF5 IN-KIND (+YP) > II II I I ;I C, p !I C I CON5T FIRE HYDRANT' I I "'° O l II il,lio y- - + y.1/ j ` 0 r' GONST. 12"(D PVG HATER MAIN I A55EMl3LY i I I BENGHMARK: NAL 50U , H5VE OF ' V Ni ) I i T f' '1r �'! Uti1DER EXIST. FORCE MAIN i I m POl^IERPcJLE -ELEVATION r.q4 v `', r 6 �,' %�j� 18" MIN. /ERT: CLEARANCE I IIGONST. 12"� &ATE VALVE W/ TYPJ II i✓ALVE 30X AND�.-, GONd. -- - - --� - - - -623+o� 0 0 Q -7 I RESTORE EXIST. 1pAVED VALVE 'AD C YPJ - - I I I -''�— � i _ to'� _�- _ - - - -- _ � IU (!j (n RM I d R4)AD IN --KIND (TiP)35t_L. Ia - - I T = �. _ ,3� _ f -mac` _ _ 1Q RM - - - - — �-- - - - - r- I I IN 1l Ill _ Qj _ - io'R * to MAIL boxn i` .-1 I- `L� ;OML. u L.� L "L '�HY� - I -� I 62{fOC W 5rATION 611+48 � CON5T. 6"m GATE VALVE W/ `� � box ��� �,� 56p ALL DIS �"�`��-- W -- - - -- - iV +_rr BEG;N SURVt Y VALVE BOX AND ONG. -- - - ,oma+ -- d -�. -- Ftp-KNE°J - _-' - - -- -- - q.oa --- Z f� - - - --4- 0_ ,�-.->. '� -- 10 - i0"FhF- - -- - -i0 �?4 -- --- - - iC F?4 — -10X31-- '� - —i0'FT f - -- - —i0'F - --- - -- i0'FI+- - -----10'FT� - - -- - — -+0 - �p b , / / / / •' 'Fi4- ✓ ,8,00 T _ 6 - 1 -- - - -- — — -- -- -- — — -- "' — — -- — --- -- -- - - — — — -- — -- --- -- — -- — -- --- -- -- -- -- - — — — -- — — -- -- --- — --- -- -- -- — — -- -- -- -- -- -- - -- -- 617 � --_ -. - — — -- —. _- - V , " ' - - ~ Indian River Drive r ' b�7+l:O 613+00 614100 61600 �_}_ - - _- _ __ - _� _.. - _. - -.-}___-..._ - _ - - ___ -----r- - _ __-__._ __--_ --_ - _� -- _- - - ___. _ __I -_ - .._-1 - __-. __ _._. _. - _ _ _-- ._- - -_ -- - - _-__ _.y-- 31PrUy CMIdM MRQ6% - �_ _ 1Y �'P 'I • , CONST SAMPLE POINT / DO NOT DISTURB EXIST. E/P-� RESET EXIS`f". 516N (TYPJ (80' R/W) RESET EXIST. 516N (TYP „ „�. ------ - ------ �- - ---' -- - - - - ----- - ---- ---- ---- --- ---- --->, -T^ -n - ---- ------------- ----- - ----- - - --- - - ---- - f DRE EXIST. NON -PAVED a - � � �- DO NOT DISTURB QST 1- DRIVE IN-KIND (TYPJ 285± L.F. �� EXIST. E/P - I - � L N `Q "'m - RESET EX15T. 51&NS (TYP) / 1 i GON5T. SAMPLE POINT I ;�TWin n - _- _-- - R/iAl L - "" NSPOLZ T. 1- 2 m HATER SERVICE CONST. 12 RESTRAINED - CONST, 12"4V PVG WATER MAIN i - - -- � I ,,, o 45 BEND ,4,1`iD GONG. UNDER EX15T. STORM_ �1LVERT" R!W AVAR owl[ I kv (1) METER BOX (TYPJ I I CONST. b"m 6 i1 ISI I CONST. 121"� PVG HATER MAI I TI-IfJST BLOCKS (TYPJ- -- 1 W/ 18" MIN. 1�RT� CLEARANCE W/ 2"� BLOW FF I f �q ICAW I� Wl 3' MIN.'COVER (TYPJ RES -ORE EXIST. WOOD (T�')y- / AND TERMINAL, GONG. I I -CONST. FIRE HYDRANT REStORE EXIST.; NON -PAVED ! GONi5T. b"m PVC WATER MAIN -RESTORE EXIST. NON -PAWED WALKHAY IN-KIND (TYP) J - / ASSEMBLY (-rYPJ DRI IN --KIND (TYPJ 501 L.F. ! DRIVE IN-KIND (TYPJ t � THRUST BLOCK (TYPJ SES W/ � MIN. COVER (TYPJ I J 25 L.F. GON5T. 1"0 WATER SERVICE -j GON5T. 124k 1?." RESTRAINED W/ (1) METER BOX (TYP) SOU ALL DISTURBEp _ TEE AND GONG. THRU5T BLOCK (TYP) 4 :;'; r: r?'., �� F' j 4 1 AREAS IN-KIND (TYWJ v" t-' GON5T. 12"ic b" RESTRAINED ' ,I CONST. 2`0 WATER SERVICE H/ (2) MViETER BOXES (TYP) c p ; I �; REDUCER M-YPJ - �' ` r .,r ,errs';1 1 i,,' I " ' � O � �, L \.�,Ci r�^r, � , w si ; �, v ; .� � ': r I � 0 CONST. 6 4? &ATE VALVE W � �- I 0 C C -6 VALVE BOX AND CONIC. epoRO_�� ,11T( QJ �f 0 VALVE PAO (TYP) - -- 'r•�rvr,,e/ N i L C '- V , u L ll'I l Il I ,A L Ii..i\1 %J / iIAL�„�'L/r, I 1 \A IA C, ��\,� � !{-- V � ' ' � L � Q. , C.., r. I �._ E -A,-4, , ,,,,� � c�,i i �, A; ,; �, ,,, r MATCH LINE - STA. 4+50 L_,wl C. rr lw lC,, , ,A1 r. ._.iAr./,w, v 1.�,�/r i- {` ter/,v, (SEE 5�`eET 10 0p 1:2) "A I j C, r. l w _ C. , 1 , w, r, w A/ l w , v., MATCH LI ,i i iE _ STA. 5♦QQ L:5 kck I II (SEE SHEET 10 pf 1.2)RESTORE EXIST. PAVED SOD AIG.L DISTURBED AREAS ROAD IN-KIND (TYPJ 35± L.F. IOD Ai IS ri GON5T. 6"0 PVC HATED MAIN �� rl (N ) Indian River Drive SGALE = I"=40' r, I`)c�:J'r./,f,'v r)r\�� L_rw�,r:rer/ AN,� C:�. ~l�w�-r, 1 I i I ' ^ , l r , ri H/ 3 MiN. COVER (`TVP I 11 x +� I I GON5T. 6"0 PVC, WATER MAIN v v�. f . llvl " H , SOD ALL DISTURBED i°iREAS _ " a -as ! 11 RESTORE EXIST. PAVED '� Ni' * I W/ 3' MIN. COVER (TYP) � a - I 4 I, W/ CONST. BOX (TYPJ ICE CON5T. FIRE HiDRANT DRIVE I IN-KIND (TYPJ R5± L.F. IN-KIND (TYPJ ! I Sit a� RESTORE EXIST. NON -PAVED RESTORE EXIST PA Ii V I IA -ABLY ('T`(��J " i - - I C i � I �-�� C`Cr: ,�_ GOi!IST. I"� WATER VICE 1/ED I CONST, b m PVG WATER MAIN UNDER (TVP (I 6 I*� ROAD IN-KIND (TYPJ 301 L.F. GON5T. 1-1/2"0 HATER SERVICE H/ (1) METER BOX (TYPJ ROAD IN-KIND (TYP) 351 L.F. I 7 I ._. fly I I� � ! EX15T. DRAIiNA6E CULVERT$ AND 0 *'� H/ (1) METER BOX (TYPJ � it 0 0 I1 EXIST. FORGiE MAIN W/ I8" t{'iIN. III 1 � 11 VALVE BOX AND GON0 OATE G 1 _ CONST. I "A) WATER SERYIC,E 11 0 ! cp VERT. CLEARANCE (TYPJ �I; 0 It II VALVE PAD (TYPJ i"/ H/ tisMETER BOX SERVICE J I I W/ (1) METER BOX (TYPJ O + �a -- -- -- -- -- �' -- .... () (TYPJ 0_ - - q (y l GON5T. 100 HATER SERVICE ORMN ORM" W/ (I) METER BOX (TYPJ °� . — - ,��Rt _ - I -I - ° U' __ _ 4^ 'SIL pox i HAIL "J%!a - - 10 - + 4 +ori l .. ,,� n� 10 R+- - --toter+ - - L to�rk - - iofr� - -- qtr - --- ion+-- —� --- �� '{ —° y*tr / ��-� '>#-°°x - �oCT- 10"%yl►- - --� Indian River Dr(ve--� — --- - -- .>..: / 624+00 0, - - - F25.00 I I 62TM00. _ - . - - -. - ------ -.. - _. _..-_ - 628e00 -------- --- -- 629+00 —. - I nGI I, - ---- -- -- - - - --- - - I'� i bB4,00 -- - ^- - 1— � � � . River Drive - 1 7"7__ CONST. SAMPLE POINT -- - - - -- - -- -� - - s-- - -- - -- - - - �� -- - - - - -- -- - - -- -- -- - - - - / -- - - -- - -- -- - - -- -- - - - - - - - - -- -- - -- - 691,00 -- - - - - - - 692.00 -I -- -- b+oo 111 1!3R/W) DO NOT DISTURB EXIST. W) I $ 66 R/ ; 1U -u� I lU y� �r/rrrrrrrrr/r/r/r/ I I soRMr � IICj 1� /� 1�� IICMPAym - I a N t b 6 a PMtlCRM o . - " - -- o - - -0-- o -, 7 \ :N5T. N5T. SAMPLE POINT / ,� 9 t,00D Pa1G[ y i I F9 . Y` i • - P T Ii tON5T, 1"m HATER 5ERV16I I- 1- I VV (1) METER BOX (TYP,� 124 6ATE VALVE H/ -RESTORE EXIST. NON -PAVED RESTORE EXIST. PAYED VALVE 13C;?k AND GONG. DRIVE iN-KIND (TYPJ 30± L.F. DRIVE iN-KIND (TYPJ 105± L.F. VALVE Ppb (TYP) �OREL t NE INDIAN RI\/ER DE5GRIF TION REVISIONS ON5T, b" -V &ATE VALVE W/ CONST. 12"(P RESTRAINED 1 VALVE BOX AND GONG. 45° BEND AND GONG. THRUST ONST, 12'x 6" RESTRAINED ----_ VALVE PAD (TYPJ BLOCK (TYPJ TEE AND (ONC. T14RU5T BLOCK CONST. 12"x 6" RESTRAINED Sebastian Yacht Club - TEE AND GONG, THRUST BLOCK (`TYPJ GONST. 12"0 GATE VALVE H/ VALVE BOX AND CONIC. VALVE PAD l r 'PJ `-6ON5T, FIRE HYDRANT ASSEMBLY (TVPJ \-RESET EX15T.-611 r _(TYPJ ndlan }diver 17r rve SCALE = I"=40' ND i AN R I \/ER — — — — — — — — � 11.1 9.11 GON5T, FIRE HYDRANT- V d1 - ASSEMBLY (TYPJ CONST. 12"m PVC WATER MAIN -------__-- j H/ 3' MIN. COVER (iYPJ sHOREUNt - -- -- - -- - -- - ---- -. _✓ 50P ALL DISTURBED AREAS IN-KIND (TYP) H MASTELLER & MOLER INC. R1°ER �,o INDIAN RIVER COUNTY PROJECT *UW -93 -30 -DS s � � for i 4k N CONSULTING ENGINEERS x , Mo o L�Cny]�o oil DnoDLQGJ G DdCC�G3 Pmo DWF-� DR/APF 1623 N. U.5. Highk4ay I, 5ulte E32 5ebastlan, Florida 32458 Ph.(40-7) 589-4800 Fax(401) 589-2-742 -7380 Murrell Road, Suite 106 Melbourne, Florida 32,440 Fh.(40-T) 255-11-75 Fax(40-1) 253-4434 INDIAN RIVER COUNTY WATER EXPANSION INDIAN RIPER 'Title It. ail documents which bear the copyright of Mosteiler k Maier, Ina h -sled eolely In Moeteller Y Walter, Inc. 'hers docvmsnte ore provided to the owner solely In connection with tZ protect Any other uee or reuse of these documents or any reproduction, dismlay, sole, or other disposition of throe documents by anyone M expressly prohibited pursuant consent aof l MosWigh ✓ir Walter, Inc. pureuont to the f'ederol JAN p 4 1995 Copyright Low.' 111E! �!/1 �J! FLORIDA ©I444, MA5TELLER d MOLER, ING. STEPHEN E. M O L E R, P. E. F L# 3 319 3 D"I'v B.A. iJE5i6NM M.D. CMEK-KEP 5.E.M. DATE II/q4 SCALE 1 "=40' 5HEET 4 OF 12 hie No 445q-104 J II A AA/i x.11✓, 1,h/J 1,i,< r/,✓, --'---- V V , I. I V I LA r l 1 r i � .� A/ l w I V I S r 1.1/1 r j i .A L •/ Lw 1 ll 1. r• L_ '4ATGH LIME - STA 2+ (SEE SHEET ►O Ofm (� CON5T. I"0 HATER 5ERVIGE I-V,, (1) METER BOX(TYP) RMl A& �-� � 4r)Mr so�L ffl taox = I Box R - 10"FT4 z 443 JU IL 1111 '` if 1 V�.� 1 -4 -;,IA/ n 411 1-4-;, ,1 ,J , V V. /-1. L I, r ,-. w ,, .w I 1 V L �/ 1 . Y INDIAN -50D ALL DISTURBED AREAS IN-KIND (TYP)-;, V CONST. 6 PVC WATER MAIN i / - - -- --_-__- I ,l 1 \ C l ! 1, -4 L lJ � i I �w �(w � w \l 1. ✓', ... •/ k" , W/ 3' MIN. GOVEd tYP) - l (_ I .w.)t, I _ ONST. 6"(P PVC HATER MAIN UNDER ' ' EXIST. FORGE MAIN H/ 18' MIN. ' VERT. CLEARANCE (TYP) V RESTORE EXIST. PAVED ROAD IN-KIND (TYP) 25t L.F. GON5T. 120-0 GATE VALVE W/ VALVE BOX AND GONG. -CONST. (0-0 GATE VALVE W/ p CONST. I" -p WA1rER VALVEAD (TYP) SERVICE ,� VALVE/BOX AND GONG. O+ -PTH is L» 205PAIDVALVEPAD (TYP) W/ (I) METER l — — — — — tit (a� - �VI�tTY tTRIVEI PRNhTL GAice! I 0riNLT►MtlONb-- I CI ----+o•�, r - --- - �o•�r+ -- - ----io•�rt - --- - - to•�t t -- - ,o•r -- - - to•Ft+ - -- - io�r+ - -- --,o•�r+ - - --io•Ft, - -- L- to -- -- TA - -sir`+ - -- - - in �r - --- `?- ao• --- (°R"i io•rr+ --- ---�o•�t+- -- - �- �:r- = - - - �o - --rColl ----------------- —-------------------- -- --- --- - -- --- -- ------ ----- ----------- --1------------ ---- — ---- -------- - -� ------ --- - -- - - ------------- - t>� 1 \ � L_ � 6�0 .� b*>+ Indian River Drfve 641+oC 642+00 b,a+o� b,,,00 $4s.00 b46+0q IU - - -- - }-- - - -- -----+ - DO NOT DISTURB EXIST. E/P (66' R/W) ----------------------------------- - ---- - ---- -- -- - ----� - ----- ---- _ - -- - - ---- -- -- ---------- ----- - - -- - ------------------ - ----- -----p------- i IU ,� illi sox t li//////, ///////; /////. a 1 — co"c ..wawa f CONST. SAMPLE POINT �' RESET EXIST. MAIL BOX RESTOREI5T. GONG. tIND SHORELINE IN-KIND (TYP) I (TYP) 1601 L.F. d CONST. 12"x 6' RESTRAINED\__CON5T._FIR.E HYDRANT SOD'ALL DISTURBED AREAS r r L i L,I IA k1 1. .l r. �.„ A.• TEF AND GONG. THR115T BLOCK (`TYP) A.55EMBLY MTPJ \ \ IN-KIND (TYP) ' E) i /i 1 h / 1, �; �) /i �. /, -1 ') __ ' -CONST, i"m WATER SERVICE �" , 1 ..1 L •, l/ \/ r, . 1 .. 1, t, , - -�_. j H/ (1) METER BOX (TYP) GON5T. 1204� &ATE VALVE W/ CON5T. 1201V PVC, WATER MAIN CONST. FIRE HYDRANT VALVE BOX AND GONG. W/ MIN. COVER (TYPJ ! ASSEMBLY (TYP) VALVE PAD (T'YP) \� I i..'t 11\%� Tll T`r ti RELIN> I-7 �� IIrJOp Indian livor Drive � - 1 SCALE = I"=40' (120 -- 11 I 1 I CON5T. SAMPLE POINT •(! 11 1 i �� CON5T. 6"(P PLU6 4 BLOWOFF CONST. 2"0 WATER SERVICE i! l (1 1 H/ TERMINAL GONG. THRUST W/ (I) METER BOX (TYP)— ��' 1J 1 �1 ;' BLOCK (TYP) �( GONST. 6"Q? GATE VALVE W/ VALVE BOX AND GONG. VALVE PAD (TYP) GON5T. I",V HATERSERVICE W/ (1) METER BOX (TYP) t 1 (I 50D ALL 0I5TURBED AREAS ( IN-KIND (TYP) 1 ( (1 GON5T. 644P PVC WATER MAiN (( W/ 3' MIN. COVER (TYP) RESTORE EXIST. PAVED L I' v I / ;?� ( ( ROAD IN-KIND (TYPJ L 1 1 ., :' t/ L/ .A L I l/ %a i 1 CONST. 1"0 WATER SERVIGi j/ /i r , \A r. (1) METER BOX (TYP) I.� L,, .l .l r. ��1N- `�,i •,, 1 I t I - CONST. 6 (V PVC, WATER MAIN c, ( UNDER EXIST. 10"(P FORCE MAIN ;'' � CONST. 12"0 PLUG W/ TERMINAL AND EXiST. DRAINA6E PTFE I THRUST BLOCK (TYP) / ( 17'1 i! 1 WJ Ib" MIN. VERT. 01 EARANGE (TYP) 0 0 1 p CONST. 12 GATE VALVE W/ W �l,{ (�iI N ; d) li RESTORE EXIST. PAVED ' o i VALVE BOX AND GONG. 1i � � ( ROAD IN-KIND (TYP) 40# L.F. L 1' VALVE PAD (TYP) Ci 0�I I( I 1( " I GON5T. I"iP WATER SERVICE I 1 f ( CONST. 6",P GATE VALVV W/ p ; p 1 �— ►V (U METER Box (TYP) / VALVE BOX AND GONG.; / 11 1 i VALVE PAD (TYPJ 1 L_�_P=�— • �\ _�- ---_.___�•F�_._—��\ D. I !{1��-�'-I—� II l •�.—!?iih_A- P.V-tk-.1He-- -i�•�1"+.'_._— - I -{I to •Fi't-_-- _ --�li•F�'�--�� _'---.��•F-i T --o•Fri gt -- AapwLT V' 646+00 6 '�� Indian River Prfve bf-, ,'646400I 65te00 CONST. SALE POINT (66 Rlw) DO NOT DISTURB EXISTI , /��TT/;,�71ITTiTTT'�i'i�l'/�lT/T/;%TIT�i%'i���------- ------------------ - w / �CON5T. 1"0 HATERSERVICE ' lu TAll -11T PM. W/ (1) METER BOX CrfP) STORE EXIST. PAVED RESTORE EXIST. PAVED ! ! ! ONST. 12'x 6" RESTRAINED DRIVE IN-KIND (TYPJ I-TOt L.F. DRIVE IN-KIND (TYP) 125± L.F. i ! TEE AND GONG. THRUST CONST. INP WATER SERVICE BLOCK (TYP) W/ (1) METER BOX (TYP) NST. 12"0 -GATE VALVE W/ VALVE BOX AND GONG. SOD ALL DISTURBED AREAS VALVE PAD (TYP) IN --KIND (TYP) j CONST. 12"(P PVC WATER MAIN i W/ 3' MIN. COVER (TYPJ NO. DATE OW -PA" DE56RiPTION REVISONS SHOR�LIN� INDIAN Rl\/r=R Hmm MASTELLER & MOLER, INC. P%.# CONSULTING ENGINEERS DR/APP 1623 N. U.S. Nlghway I, Sint-- 82 1380 Murrell Road, 5ulte 106 Sebastian, Florldo 32g5b Melbourne, Florida 324140 Ph.(40-T) 5bq-4800 Ph.(407) 255-11-75 Fax(407) 58q-2-142 Fax(40-7) 253-4431 g,IVER O0�i ORID� Indian River C)rivo SCALE = I"=40' INDIAN R l VER CONST. 4"0 PLUG E BLOWOFF W/ TERMINAL THRUST BLOCK (TYPJ 6ON5T. 4"0 &ATE VALVE W/� VALVE BOX AND CONC. - VALVE P,�� - J a RESTORE EXIST. PAVED DRIVE IN-KIND (TYP) 30'1 L.F-----__ SOD ALL DISTURBED AREAS IN-KIND (TYP) ✓ 82u RESTORE EXIST. PAVED-,,- - j ! I j DRI IN-KIi0 (TYP) 10'1 L ;ONT. 4"0 'VG W I ER MATIN r, - W/ 51 MIN. COVER (TYP) �l ,y r /, ,. , /, ( 1 I GON4,T. 4"0 PVC TER MANN �, /� , . / •/ t, r Ll j t, i ., t, 1 /b' h ; , I' /i /v ,, l -, ^ URPER EXISTr. 10"� FORCE MAIN . , I- ., .. Ll r. `r ., .� t i `r , I C W/ 18' MIN. VERT. GI;EARANC E RESTPRE EXIST. PAVED =- % ROAD IN -KI (TYP 401 L. ( I tl o CONST. 4"0 GATE V*L.VE hU, eP"" VALVE BOXND 001111116. 0 �R CONS-. I"l TER S VICE U\1 I VALVE PAD ) ® / ,7 I W/ (1) `-iETER OX (7YP) / � I _ I i �.. - . i + I CON5T. I"(P WATER SERVICE !� I olrr - ° / - - U- - - W (I) METER BOX (TYP)�,T` _ - - - �� ~ '� 7,,f„ALT ' >> __ ---�• - �, ' ; U (, Indian River Drava _--+------ - 5AMPLEiPo1NT (66 RJV4) 7/177 IU -- ._ T* 77 lu (T`(P) REST( EXI NON�AVED i W II DRIVE iN I -KINQ (TY}') 901 L.F. 4 I C` , /\ 1r,1 -<' ■ 1� + f , - r� .I t,t, •, .�I./r I� L. GONST� 12 x 4 RESTRhINED +- ! � -7 'f TEE AND GONG. THR11ST ! 1 I � I . i •, .l.l r, r ...� t, i `r ! " RESTORE EXIST. NON -PAVED j , . ,. , , 11 11 ,, BLOCK! (TYP) I , p DRIVE IN-KIND (TYP) -101 L.F. T.Ky VALVE CON5T.1 BOX D 12"0 GATE VALVE W/ , PPM= . 1 % s I � CONC. / �HGR;=LINE I I ;- �_ VALVE!, PAD (TYP) -i- ""'� T.': 1-r*- FIRE DRANTI � /L As (�rY�) , 00145T. 12"x 12" RESTRAINED INDIAN Rl YAR TEE AND GONG. THRUST /- BLOCK (TYP) CONST. FIRE HYDRANT ASSEMBLY (TYP) INDIAN RIVER COUNTY PROJECT *UW -93 -30 -DS n(�(� for ��{{ lJ0�0 G�CJ�o 0� ����Lr,�L1�J lnl� L/ �Q �QQ V k_19 LIQ) o WATER EXPANSION INDIAN RIVER C.DUNTY FLORIDA 'Title to all documents which bear the copyrlght 0 Mastsller do Moles. Inc. le vested solely In Mastellr k Moler, Inc. these documents ore provided to the owner solely In connectlon with this project Any other use or rwse of these documents or any reproductlon, dlsploy, sole, or other disposition of thxe documents by anyone is expressly pmhibtted without consent Of Mastelfr it Motor, Inc. pursuant to the federal Copyright Low.' rC)141g4, MA5TEL LER 6 MOLER, INC STEPHEN E. MOLER, P.E. FL#33193 V"VIN B.A+ PE516WV MD_ C+Ec 5.E.M. DATE II/94 50ALE 1101=401 541 T 5 of 12 0i& No 401459-105 I r r/iJi1- 1I ,iC i/, r, I / 1 J J1 I y _ h.�. ^I r-� -) ^ it �, � / �/ __.---- — - `— - .. ] /, C` ` � r /, lin i 11 �I I rt.r v, / - iV L� v 1 t � \/ � I �] n Ai�\n r v ] I \/ i GON5T. 410 G "ATE VALVE W/ Y. PneFOx I 1 A/AVw t ♦i rr 1 .] LJ. ,A/, IrAT,aN IVALVE BOX AND GONG. o ' VALVE PAD (TYP) CONST. I"m WATER 5ERVIGE aJ 6ON5T. i"m WATER SERVIGE CONST. 1"m WATER SERVICE UO T. FIRE DRANT W/ (1) METER BOX (TVP) H/' (1) METER BOX (TYPJ W/ (1) METER BOX (TYP) i I l�55 MB11HYY (TYPJ p J,AI,KI.T nRST MON IORe OIM Ln L _ DLIfT I \ \_._ _ - 1-_..-_ �- _ C� b'GI_p-- __ I I.•g3RW.1�\ WALT�—' I � C j Ge l' _ - .r- CgiG. PMtl�lLO ---P 700 -- E e -- --- --_ +0'Ft4-� I —+O'FM - - / -�---40'FK - 10 P+O - �c�'Fh4--- -- 10�T4 --- - f0'FP4- - �`-�O'FT+-- I---�0'Fh4-- -- 40'FNF--- -- �0'R 4-----+0'FM -----�0'FM , - - -i0'Fl1 - - --iOf?4-- --� __40\ MAIL Pox �?• ,UntALT - - ./t• 1, MRY-T NO __--� --_ - . [ __-- _ _._ _-._-" __ -'--- __-- - __-__. -- _ _ ---_ __,.__-. --.- - — igyp-- bhAe6 61 15-00 669 C 0x00 Pn -- — — 660.00 661.00 % 662x00 663.OG 664'00 666K70 66100 IF 66G+OC h0 t• -- Indian River Drive -- --- - -------- -- --- - - - --- --- - ---- -- - - - - - - - - -- -- - - - --- -- -- -- + - �-- --�- 1 (66 WW) DO NOT 121511)RB EXIST. Err' (TYP) I I �- ouirMKT 7— pAmcmo lu ! 7I I I oPrswAw t v. I e � 'e � / rw>'uo vE / P.wrrn.°-A lu RAP \ / wwnote -A U.1-4;--- - -- � GON5T. FIRE HYDRANT GgNST, 12"� PYG WATER MAIN v 4f r -/J ., , ^ 1 1 , /, r - - " CONST. I-I/2"m WATER SERYIGE G6N5T. !-I/2"� �"ER SERVICE F- r� {n 1 t. t ., A 1.] \/ I I _ ( \ ASSEMBLY (TVP) UP(DER EXIST. 18 GMP W/ (� METER BOXES (TYP) ►�/ (2) METER !$ORES iTYP) Q �` r , ^ - 7 ^ W/ 18" MIN. VERT. CLEARANCE (TYP)/ ~) 11 L �' •, `{{, ��•� •� SOD ALL DISTURBED AREAS': RESTORE EXIST. NON -PAYED j RESTORE EXIT. NON -PAVED I !I! �' 1z I IN-KIND (TYP) DRIVE IN-KIND (TYP) 1501 L.F. h DRiVE 1N -KIND (TYPJ 150± L.F. I �. ! GON5T. 12"-V PVC WATER MAIM i CONST. SAMPLE ; LE POINT j I Nib i AN R i vr-R W/ 3 MIN. COVER l'rYP) - _ i V I i ti les 1 K, L 1-1 I .) n A� I n i 61 As Do~ mtwe Indian River Drive 56A.LE = i'I=40' i ND I AN Ri \/r=R 1 I , i] r- r`y 1 I 1 1 C, 1 lA 1- I\ 1 v ti I l I l t I .] \n LA.A/\/r. 4 1 \,,.fit, C] i \t,Jv/1 1 � U +� CONST. i"mTER SERVICE RESTORE EXIST. PAVED U)I' ° % W/ (I) METER OOX (TVP) v DRiVE IN-KIND (TYP) 1351, L.F. GON5T. 12"4P PVC WATER MAIN ! \ _ UNDER EXIST. 4"0 FORGE MAIN I ,It 1 R/W K1 N �y RESTORE EXIST. NDN-PAV�D W/ 18" MIN. VERT. CLEARANCE (TVP) - RESTORE EXIST. GRAVEL DRIVE IN-KIND (7YP) 35± LF. vi �°"` .1. - - WALK IN-KIND (TYP) 5± L.F - - y - - - - - i - - - �„� I qua \ `d p — — '� ' .toov - } - -,,�. a I -- -- - I - s� ro -- � T - \— r' -- +oar+ - �+-- -- �o�r+ Pimp, --- Irr lomat- -- r� -- - �o�t+-- '1�1 —_+oar+ -- ---- --4 r+---�o�r+ - '°�"�' -- 60 I I _ --- _ - / - • GD. �.--_ lu -i0 - — 614+00 ¢ I �� 616 6'f6+00 % b'19�Uo �` 660.00 -- --- -- -- ------T' e r,A----\ sR1'-'-_'-" 615.OG 9 _-_ m -- ---- ; m tJa9T.lJP -6- 'fP�dian River Orly 6TspC — -- - ---- -- - i---- -- ---+---- _ - - - - - -- -- l iu 1-- > _ _ _ _ _ - - 612x00 Indian Riyar Dr(ve -1 - - - -- -- -- + - -4- - - -f -- - - - ----+ --- -- - - +- - -i- - - ------ - - -- - -- - -- } - -� --- --+ - - - - ' -- -- - -- - - - - - - - - Z -- - - --�-}" - - 10 111� 4 - - - -- 10 LF Al . 1200 D.I.P. WINTER t Ai 1 DO NOT DISTURB EXIST. E/P �T'CP.Z -- -- T V - - -- - -I - - - -- ( WH) I ---- - - - --- - - - L� �----- � Ga1G , JU 114 ' %' r - vucT T RESTORE EXIST. NO f . T / 0' --- , , - _ 4w i �-' 'a �. �, RI F ti U1 "' LTi -1 z- _ - - `• I \ t- -- --\�\ =�. - �fI1J. - - _1 P/JlICINB _ _� a MIN. C'' \ 1^lA!_K IN-KIND L.F. `°� \ \I VE IN-KIND L - Pox r R/W �-- -- --- eRAVEL T AdrwtT - - CWT - - _ _ _ - - - - - - - �t 'r� - _ _ - - - i _ L_ - - _ ,� i 10 - �- - RESTORE EXIST. 6RAVEL v 50D ALL DISTURBED AREAS/ :STATION GON5T. SAMPLE POINT R/W WALK IN-KIND (TYP) 5± L.F. iN-KIND (TY#) �Tt} RESET EXIST. SIGN (TYPJ � 901 iCON5T. i"0 WATER SERVI&E ( GONSTa 12"� RESTRAINED W/ (1) METER BOX (TVP) CONST. FIRE HYDRANT CON5T. 12"N PVG WATER MAIN ! GON5T. 12"0 GATE VALVE W/ 45° BEND AND GONG. THRUST / �' BLOCK (TVP.) ASSEMBLY (TYP) W/ 3' MIN. COVER (TVP) VALVE BOX AND GONG.di VALVE PAD (TYP) EXIST.\DRAINA6E GIT ;H— / RESTORE EXIST. NON -PAVED r- SEE DET SHEET O"0 AERI AL F�IN SHORELINE DRIVE IN-KIND (TYp) 20± L.F. °1 GONST. FIRE HYDRANT II " I ! A55EMBLY (TYP) ; ' - i-1 5HOREL I NE i ND I AN R i YAR MH MASTELLER & MOLER, INC. ti CONSULTING ENGINEERS NO. DATE DESGRIPTION DR/APP 1623 N. U.S. Highway I, 5ulte, B2 5ebastlan, Florida 32158 REVISIONS Fa Fa40 sa9-4eoo x(40-1) 5Bq-2742 \\ 1,1 L�^ , 'A it c' / _T380 Hvrrell Road, 5vite lob Melbourne, Florida 32140 Ph.(407) 255-1175 Fax(401) 253-4439 Indian River thrive 56ALE = 111=40' g1vER Ati�� r OOH INDIAN RIVER COUNTY PROJECT *UW -93 -30 -DS for �o�Do awjwo o� 0 OGJUF01aLZ D'"`)OWN i ND I AN RIVER COUNTY WATER EXPANSION FLORIDA INL>IAN RIYr=R *Intl. to WI docurnents which bear th. copyright of Moeteli- k Uolsr, Inc. is ~ted sotdy HMastellw k U.W. Inc. These documents ore pro-ld.d to th. owner solely in .-tion wfth this project. Any other use or rwse of these documents or any reproduction, display, sole, or ath.r dispoeftfon of these doll is by anyone Is expressly prohibited without consent of Lteller k Molex, Inc. pursuant to the Federal A 1p{(�[ Copyright Low.' JAN U {WiY-�l © 1994, MASTELL.ER d MOLER, ING. STEPHEN E. MOLER, P. E. F L# 3 319 3 aRAwht B.A- vEslsnen M.D- S.E.M. DATE 11/14 5( -ALX- 10=401 5HE F 6 OF 12 vw6 No g45q-106 / A- I/ / i-1 5HOREL I NE i ND I AN R i YAR MH MASTELLER & MOLER, INC. ti CONSULTING ENGINEERS NO. DATE DESGRIPTION DR/APP 1623 N. U.S. Highway I, 5ulte, B2 5ebastlan, Florida 32158 REVISIONS Fa Fa40 sa9-4eoo x(40-1) 5Bq-2742 \\ 1,1 L�^ , 'A it c' / _T380 Hvrrell Road, 5vite lob Melbourne, Florida 32140 Ph.(407) 255-1175 Fax(401) 253-4439 Indian River thrive 56ALE = 111=40' g1vER Ati�� r OOH INDIAN RIVER COUNTY PROJECT *UW -93 -30 -DS for �o�Do awjwo o� 0 OGJUF01aLZ D'"`)OWN i ND I AN RIVER COUNTY WATER EXPANSION FLORIDA INL>IAN RIYr=R *Intl. to WI docurnents which bear th. copyright of Moeteli- k Uolsr, Inc. is ~ted sotdy HMastellw k U.W. Inc. These documents ore pro-ld.d to th. owner solely in .-tion wfth this project. Any other use or rwse of these documents or any reproduction, display, sole, or ath.r dispoeftfon of these doll is by anyone Is expressly prohibited without consent of Lteller k Molex, Inc. pursuant to the Federal A 1p{(�[ Copyright Low.' JAN U {WiY-�l © 1994, MASTELL.ER d MOLER, ING. STEPHEN E. MOLER, P. E. F L# 3 319 3 aRAwht B.A- vEslsnen M.D- S.E.M. DATE 11/14 5( -ALX- 10=401 5HE F 6 OF 12 vw6 No g45q-106 NO. DATE CONST. 1200 PVC WATER MAIN +QQ H/ 3'M IN. COVER (TYP) Li�•i'� "O� 1�) SOD ALL DISTURBED AREAS �'lee IN-KIND (`TYP) ti ' A r , i v , , C , 1- ,- � / � I'' ' r r 1•-, / � r r r C' 1 , N CONST,12-0 r. ,,,,,.w,Vr.ill., PVC WATER/ MAIN UNDER EXIST. 18" GMP PULVERT , O W/ 18" MIN. VERT. CLEARANCE (T'P) � ! S , r :A \ , C: r. I `J�; ' � i ritir IC's '' ver Iri r, rr C.;/l v't ` { , I \w r \a r I 1 r v C r r r/ I J n si ♦w r VJ Ill 11, I V r 1 4►`^r �\/'\Lr,\j vX GON5T. FiRE YDRANT CON5T. 12"0 PVG HA/#ER MAiN ASSEMBLY (TYP) / j r UNDER EXIST. 10`V Fk�IIRGE MAIN / I +W/ Ib" MIN. VERT. P) --CLERANCE (TY 'r +it RESTORE EX15T, N -PAVED ROAD IN-KIND (T -P) 401 L.F. 1 l O CONST, 1-1/2"iV WATER 5ERVi` CONST. 1"0 HATER SERVICE GON5T. ,1"m HATEiZ SERVIG� omT o e� G NST. i"m WATER SERVICE / / CONST. 12"0 6ATE VALVE W/ W/ (2) METER BOXES (1� P:7 H/ (1) METER BOX (TYP) H/ (1) METER BOX (TYP) W9(i) METER BOX (TYP) j VALVE BOX AND GONG. I el VALVE PAD (T?`r}')— — — �CIO-i seT— ser, palm BOx 6 - - - - - TI �-- -- — - - �15 -FlWvlaT - p - - - --- - -- -- iCfT4 -- -- l�? --- ---+Q'Ft4-- — -- - - iOgT4-1 °"°a . Dxzr _ I_ - - ��\ Dntr --- -- - _� i 't -- O — I - --- - — - • - —� i0'FH— ° --—iOTtf+ i °�� f0 \'F�4 i0'R 4-----10'R+--—10-pl.+ - _ .-.- . - -- -- i ; �} tD 664.00 ° --- ------ -- - _ +--- +- ---- + + ---- -- ---- 6ae.no Indian River Drive 68, 4- .E 691.x - ---- - ---- - b -, 1u ! jU 1 -- - - - --- - - -- - - ----------- - - -------- -- ----- - lI-rfl — �'�'fD-O - NOT 1215TUR13 EXIST. E/P TY"r') �l(66'' R/H) - -------------- ' V_w �T�----------— � ----- - .. - L -71± s ` 8F Ir ve err bdir t - 1 �-P• — I P +. .� Ar1yg116 % �% \ ` � sr+rGcc �_ x � _ _ _ -(�) - - � I � +- - - - - - - f - - - - - -" _ „� SOD ALL DISTURBED AREAS CONST. 1"4) WATER SERVICE / ! Id I W/ (I) METER BOX (TYP) // CONST. SAf PLE POINT IN-KIND (TYP) CONST. I"N WATER SERVICE i �, RESTORE EXIST. PAVED , " �ON5T. 6 PVC HATER MAIN �;, 1 ,,- , , /� , ,, `, r1 , y+►rL N W/ (1) METER B'OX (TYP) — G NSl FIRE YPD I DRIVE IN-KIND (`TYP) i80t L.F. Tb ALL D15TURBED AREAS % CONST. 124 12- RESTRAINS , f 1 r lw r lr r 1\ r v tj/ r r� r f I.> `. •n wi lw r v I .J r \/ r r J�� -., + l A�5EMBLY (`TYP,� H/ 3 MIN. DOVER (Trp) I IN-tKIND (fYP) 1 TEE AND G�DNG. THRUST " RESTORE EXIST. NON -PAVED GONST. 6 m PVC WATER MAIN r BLOCK ) ~,1 •� � ; /, ' ' 1 ^ � •� , Y ,, CONST. SAMPLE � POINT I r lw L ,.\/ r. \ • t r ,w \ c, �__l____ --- ONST. {2"� PVC WATER `�' N EXIST 4" RG DRIVE IN-KIIND (TYPJ bOt L.F. C/ MAIN UNDER . 2 P CULVERT —_---- �v 3' MIN. COVER (TYP) j GON5T. 12"x (p" RESTRAINED ; H/ Ib- MIN. VERT. CLEARANCE (TYP) / l RESTOS . NON -PAVE " / %��T- � CONST. 6 m eoIATE VALVE H/ ,- I - 1, ,J ;yr; �, ; DRIVE IN-KIND ?'T yr -j_501 4 --t GO N5T. FIRE HYDRANT ,1 n l) 'A . J L I I r. , n \ w �V \ /I , VALVE BOX FIND GONG. ASSEMBLY (TYP) / VALVE PAD i(TYP) 1`V'1�sJ� (A1� I,VI \/1}s.�� .A h /,.,'' ' �?.�,� /� v I r: I / ♦11 RI ` `R , I I� L�. / INr;)IAN RIY�R / •� , Abcandcned ', , SAw �a WALL Indian River Drive SCALE = 1"=40' U) I n .w l,r rw �� L r \yi I r. L. ,w ♦. \w I V r S r l/ r r r + l.1 L A/ \/ \/�. r CONST. 1"4 WATER SERVICE e / GON5T. 1"(P WATER SERVICE / -/ DRiTDRiV[ + i — H/ (1) METER BOX (TYP) �— / H/ (1) METER BOX (TYP) — -� _ — — �wa Po"r asHrt+ ams t�-.. ` • us. w�lce 3117• GOLD. PAD HNL BOX MAIL eoX DIR7 DIIM1IlB HAIL BOX �_- ----___�Ci�Tt--_-_ -__ _- ___ �OFT^F-'-_ _-—_-K%�N--_._ —--�.�.- --'-'K%FT•�_ —.__ '—�OPFh4--- _ ___ �ORIVE� M04L BOW 696+00 699.00 -i0 •Ft4-.- -_ ------i0 -- — —_ -`'� rrr-----��sf%4 -- I —�'D° - - _� -.__ -- --- — -- j 10 .R ;._- ---._ _----------}--- --------._--- I--- ---.__-._-._ ---------_--_ _._-- _-------�---- -----�--- In ion_ _Rixor-_Pr(ve-------------- -}- I 7 I ° 1_ 102+00 ,02+60.39 ' 666FZW DO NOT DISTURB EXIST. T/� /,'7`;lf1/T/' -,9 r - - - - - - - - - I I - '� -%ON5T. - - 7- - - r- /. SOD ALL DISTURBED AREASIN- t'ND (TYP) ON5T. 1"� KATER SERVICE3"°�°' """ GON5T. 6"0 PVC WATER MAIN W/ (I) METER BOX (TYPJ RESTbRE EXIST. PAYED NST,F-I�"F�YDRANT H/ 3' MIN. COVER (TYP) I �-RESTORE EXIST. NON -PAYED I DRIVE IN-KIND (TYPJ 3301 L,F,5EMBLY(TYP) DRIVE M -KIND (TYP) 651 L.F. 1-1/2"0 HATER SERVICE H/ (1) METER BOX (TYPJ A 11/v; 1`•'!' ��/i1-lttl -,I IG, J;• 1; C,;/.✓) /--1.n\' w J l 1 \4r IT. ..•.�nAi\wr V r Jr\/r A,w l� t:,, r v _ �� i NI:)IAN Rf\/ER pL r Bine. G01Y. NAL .. - Hoop DOCK 1 nd ian River Drive SCALE = 1"=41')' M MASTELLER & MO LER, INC. m ti CONSULTING ENGINEERS DESGRIPTION DR/APP 1623 N. U.5, Highway I, 5ulte 62 7380 Murrell Road, Suite 106 5ebastlan, Florldo 3295b Melbourne, Florida 32940 REVISIONS Ph.(407) 559-4800 Ph.(407) 255-1115 Pax(407) 589-2742 Fax(4C7) 253-4439 � ORI1) INDIAN RIVER COUNTY PROJECT *UW -93 -30 -DS nn nn �yy� for VO�O � illi �O ""� a aLIVD�/rti�� UiA V �Lr"u �UUa V �3F:KE INDIAN RIVER c.OUNTY WATER EXPANSION FLORIDA �J .0 Q O w O`er mo U v v 9 gOF IU GON5T, 6"4V PLU6 H/ 2"0 BLOW OFF GON5T. SAMPLE POINT CONST. 6"V GATE VALVE H/ VALVE BOX AND GONG. VALVE PAD (TYP) 'Title to all documents which beor the copyright of Mostelier k Woler, Inc. Is vested solely In Mostsller 11 1loler, Inc. ?hese doarments ors prootded to the o. w solsiy in connection Klth this pro)ect. Any other use or reuse of these documents or any reproduction, display, Bole, or other dispoertlon of these documents by onyone Is expressly ler, Inc.ed rsuan t consent of Maetelisr k IA olar, Ipursuant to the Federal Cupyrlght Low. n 1994, MA5TELLER S MOLER, INC. STEPHEN E. M O L E R, P. E. F L# 3 319 3 MA�-N B.A. VVS,I&IVEF MD_ C+w5CXEV S.E.M. DATE IIM4 51 -N -E I".4O' SHEET '•'r OF 12 PHO No g45q-107 020' w�> t i �1 1 1�f'4 TGH LINE 1 (seeS T %Io I +pro SOD ALL DISTURBED AREAS CON5T. 1"0 WATER SERVICE �IN KIND (TYP) H/ (1) METER BOX (TYP) 4" TRAINED - I � t GON5T. 12"(P PVC WATER MAIN CONST. 12 x RES _ Oi r`-�-1-_ RESTORE EXIST. NON-PAVEti i GROSS �C,' I �'J ��W 3' MIN. COVER (TYPJ DRIVE IN-KIND (TYP) 15± L.F. GON5T. 400 PLUG s BLOHOFF CONST. 12"� RESTRAINED \ `kr I}' i / RESTORE EXIST. NON -PAVED W/ TERMINAL GONG. THR) T BLOCK REDUCER - _ I DRIVE IN --KIND (`TYPJ 20± L.F. SOD ALL DISTURBED AREAS ' --13 ` IN-KIND (TYP) 1)'/i CONST, SAMPLE POINT r Ir' CONST. 12'(0 GATE VALVE H/ r � CONST. !2'm PVC WATER MAIN ONST. 4'm &ATE VALVE W/ CONST. 4"P RESTRAINED i _ * VALVE BOX AND GONG. H/ 3' MIN. DOVER (TYP) t' VALVE BOX AND GONG. 45' BEND AND GONG. VALVE PAD (�'(PJ R/H _ VALVE PAD (TYPJ THRUS T BLOCKS (lYPJ--- �# `� I �CONST. FIRE HYDRANT CONST. 1"0 WATER SERVICE 0 -� <, +� °'�SLY (TYP) 1 �k, W/ (1) METER BOX (TYP R/W + tV t - �CONS. SAMPLE OI Ti1- i y► a • _ �v ILITY art^ \ "� X11 _�,,_,�-� / A �p * O• �J I /A. r 1 J` - POU O 8• 1+00 L J i ,�- _ -- -+— - ----- Davis IU St. 2+00------- __ — I _ _------- - --------- -- - 6+00 - / FJP 5+0c r --Y YY -Y L Q R/ I - --- - 3+00 i 4+00 -,*• - t -- J, O R/w � _ _ /—r __ _ - -------- -- --- -------------------------------- -� �Ll� Y�� ❑ __N ----�--- --- ,-2.--------sr------------ —-- -----QST ---- -- T RM s � s � � SERVICE T4r1� RE5TORE�EXIST. PAVED II CONST, 1 0 HATER SER CONST. I-i/2"m WATER SERVI 'E i 1 I( I ,'' W/ (1) METER BOX (TYPJ DRIVE AN6 GONG. CURBul II II H/ (1) METER BOX (TYP) IN-KIND CfYPJ Sot L.F. c I(' RESET EXIST. 516N (TYP) -I- I; L i - -- __- - CONST. 12"(P RESTRAINED t ,J„'�', S ri - �� REDUCER IIS ,II�t I�I_I 00145T. 12"4) GATE VALVE HI II• X11 "---I I VALVE BOX AND GONG. 8 iTY�JI VALVE PAD (TYP) ISA CON5T. 1"0 WATER SERVICE TCH LINE _STA. W/ (1) METER BOX (TYP) i�+50 (SEE BELow) - GONST. 1-1/2.0 WATER SERVICE H/ (2) METER BOXES (TYPJ 0+00 -I CONST. SAMPLE POINT — -- - - 5 DEWAL NO. P^TE CONST. i "cV HATER SERVICE H/ (1) METER BOX (TYP) -- - - - 5 _ - -- -- -- - -- -- -4 % Unum POLE (rfP.% 2+ -OO Pavis Street 5C ALE = i"=40' \w %j Ci I v GON5T. 1-1/2"(P HATER SERVICE CONST. 1"0 HATER SERVICE CONST. 104P HATER SERVICE W/ (2) METER 13OXE-5 (TYP) H/ (1) METER BOX (TYP) W/ rj I) METER BOX (TYP) _1U 1 ! I I V I i�- r - N 3+00 4+00 5+00 0 '`i 6+0. Central ASO. 7+GU 8+00 4+00 10+OO --- - - --- -- __ -- - — -- - --- -- - - ---- - - -- - -- - - - - -+ --- -- -- +-- — - - - - -- -- ---- - — -- + -- - -- - ---+ - - ---- --t I-- ----- -- -- - - ---- - }--- - - --- - 680' F,/H) GONSt. SAMPLE POINT' + - 12+0o d1 0 -- __---_--------/---_____�$-_____ -= T,T--===___-_�Y,--==____-_______- _-=----__-_ - - -- ----- -- ----- ---+- --_--+----- -- ----- T T/ a Y/ 7,771771711'77, 7' I - T - �' - - ~` - - - - - - _ ' T!lTIL.IIY ,� oar 1e u T%rT�TG ' I 4- ---a I ` � � � ' O' ,t7 � � � G� � � � � p� U' 1 � 1 Pot. E-�l � moi. � — - � - - -- (r PJ 5 StDpyhLK -- ---� 40 HATM *0 HATER CONST. I"(P HATER SERVICE W/ (U ME"TER BOX (-IPJ ICE (NST. ISR BOX (`TYPJ ICE R/N �v- CON5T. I -1/2"4P HATER SERVICE SET I- 15T. 516N (`TYPJ H/ (1) METER BOX (TYP) RESTORE EXIST. PAVED W/ (2) METER BOXES (TYP) D ALL DISTURBED AREAS RESTORE EXIST NON -PAVED DRIVE IN-KIND (TYP) 110± L.F. RESTORE EXIST. NON -PAVED DRIVE IN-KIND (TYP) 15± L.F. CON5T. 12"(P GATE VALVE H/ VALVE BOX AND CONC. VALVE PAD (TYP) GON5T. 12"(P PLU6 a BLOHOFF H/ TERMINAL GONG. THRUST BLOCK (TYP) P 56RIPTION REVISIONS RESTORE EX151. PAVED DRIVE IN-KIND (TYP) 60± LF. CON5T. 1`0 HATER SERV I GE H/ (1) METER BOX (TYP) RESTORE EXIST. NON -PAVED DRIVE IN-KIND (TYP) 15± L.F. RESTORE EXIST. NON -PAVED DRIVE IN-KIND (TYP) 20± L.F. HMM LE MASTELLER & MOR, INC. ~ CONSULTING ENGINEERS PWAPP 1623 N. U.5. Highway I, Suite 52 73bO Murrell Road, Suite 106 5ebastlan, Florida 32g5b Melbourne, Florida 32840 Ph,(40?) 55g-4800 Ph.(40-O 255-11-75 Fax(40-1) 55q -2-T42 Fax(401) 253-4438 Borth Central Avenue 5GALE = I"=40' i 4, gIVER o64 IN-KIND (Ti -P.) 6ON5T. 12"4D PVC, WATER MAIN H/ 3' MIN. COVER (TYPJ RESTORE EXIST. NON -PAVED DRIVE IN-KIND (TYPJ 15± L.F. DRIVE IN-KIND (-rY ) 15± L.F. RESTORE EXIST. PAVED DRIVE IN-KIND (TYPJ 15± L.F. INDIAN RIVER COUNTY PROJECT *UW -93 -30 -DS for Ui,@o a��o o� a aaaocaa cr oU*U ala U OU ��L-)Lr�� U 0Lr.1n WATER EXPANSION INDIAN RIVER COUNTY FLORIDA -Mie to ali douenenis n"4h b. the Lght of Hosteller ! Motor, Inc. Is vested sob F Mastelter < Motor, Inc. These do"wwwAs oro provided to "ie o.aier solekq in Com tion . t this project. My other use or "at" of these documents or aiy reprodJebew% ciliept,%, sale, or o"w dNposl"on of W~ docsments N aiyone b ex"ssly proWfted a+OuM coreent of Mosteller s Motor, tnc. pw"cnt to Mie Federal Goptf'ktit Lw.' n Igg4, MASTELLER 4 MOLER, INC, STEPHEN E. MOLER, P.E. FL#33193 DrzAM B,A. MSICMED MD c+r5c1rEj= 5.E.M. DATE II/94 St -'ALE 1111=401 SHEET 8 OF 12 D� � 9459-108 CON5T. 12"0 RESTRAINED qOe BEND AND GONG. THRUST BLOCKS (TYP) GON5T. 12"0 6ATE VALVE W/ VALVE BOX AND GONG. I VALVE PAD (TfP) ( I GON5T. 12"0 PLU6 AND BLOWOFF W/ TERMINAL GONG. THRU5T BLOCK (TVP t I, GQNS-T'!AMPLE POINT L6N5T. JACK AND BORE 90 L.F. 0 T / 24 -3/B" TING. STEEL GA51N6 -- — W/ 12"0 D.I.P. GARRi PIPE ; - CO� .T0 2"RESTRAiNED/f q0 a BEND AND GONG.- �- THRUST BLOCKS NYPJ 0+00 _ — _ -50 NOT D 15TURB EXIST. E/P --.,. 7. CONST. 12"4V 6AT'E VALVE -W/ o ' VALVE BOX Ea1TG. E- ! G - J VALV-PAU PJ _ 00145T. 124) PLUG AND GONG. THRUST BLOCK (TYP - 'w GON5T.5'f51POINT (� ! `—RESTORE EXIST. PAVED ! -9T. 12"0 RESTRAINED I ROAD IN-KIND (TYP) 40t L.F. V 5• �� 4° BEND AND GONG. (\00 _ - — I THRUST BLOCKS (TYPJ . GON5T1"0 WATER SERVICE ,I I �-- " �- CONST. I 0 WATER SERVICE .� W/ (1) METER OX (TYPJ I W/ (U METER BOX (TYPJ B RESTORE EXIST. PAVED CONST. 4"0 PLUF AND I I - DRIVE IN-KIND (TT'P) 251 L.F. I , ► BLOWOFF W/ TERMINAL GONG. THRUST BLOCK (TVP) 6ON5T. SAMPLE POINT J � II I! 1I CONST. 4"0 &ATE VALVE W/ C0145T. I"10 WATER SERVICE / ! ! V VE X AND COW, s,_- W/ (1) METER BOX (TYPJ _� 11 VALVE - - --- p r>' 1 AD fTYPJ c� o -- a �- -- ----I'--T-: 1 I t a ! !) ( -i--RESTORE EXIST. PAVED DRIVE IN-KIND try -P) 25t L.F. RESTORE EXIST. PAVED II fi ri— " DRIVE IN-KIND (TYP) 30t L.F. INOKiNDL DISTURBED AREAS I I I I CTYP I I I! CONST. 12"0 PVC WATER MAIN I! {I W/ 3' MIN. COVER (TYPJ� I! II ►!t� I I II II CONST. I"0 WATER SERVICE I I !! W/ (U METER BOX (TYP) ; I I!. o II RESTORE EXIST. NON -PAVED CONST. I"0 WATER SERVICE DRIVE IN (TYPJ 40t L.F. W/ (1) METER BOX CTYPJ '--CON5T. GON5T. I "0 WATER SERVICE W/ (1) METER BOX (TYP) I a I ! I (Z II TORE EXIST. NON -PAVED DRIVE IN-KIND (TYP) 20t L.F. I ct 'r-500 ALL 015TURBED AREAS lI j IN-KIND (TYP ) ! I I I I CON5T. 4"0 PVC WATER MAIN W/ 3' MIN. COVER (TYP)-; II (� II +o 11 I II r >��/—RESTORE CONST. 4"0 PYG WATER MAIN UNDEREXIST. DRAINAGE PIPEW/ Ib" MIN. VERT. CLEARANCE (TYP)TORE EXIST. NON -PAVED RESTORE EXIST. PAVED aVE IN-KIND (TYPJ 1101 L.F. SOD ALL U15TURBED AREAS I I !! ROAD AND GONG.IN-KIND (TVP.) II II CURB IN-KIND (TYP) 25t L.F.CONST. 12"0 PVG WATT=R MAIN CON5T. 12"x 12" RESTRAINED I '_ EXIST. PAVED N R/W W/ 3' MIN. COVER (TYP) I I CON5T. 4 0 GATE VALVE W/ TEE AND GONG. THRUST ! ( - I I ROAD AND CONG. + _ — h — — — _ jl !! VALVE BOX Tw GONG, x BLOCK (T''PJ II ; a I I CURB IN-KIND (TYP) 201 L.F. ! ; o 11 CON5T. 1 "0 GATE VALVE W/ RESTORE EXIST AVSD ' VALVE X AND CONG. DRIVE IN-KIN12/ PPJT301 L.F. ONST. 12"0 GATE VALVE W/ ' ,( VALVE AD (TYPJ ° ! FS'-- '� STY ^= VALVE 13OX AND CONC. — - / �� p I Ui I P J _ --- --- —79+ ----- -- 1— o -- -- +t� — CON5T. SAMPLE POINT N. Central Ave. (8 w o' w) - --_ - -- - r — -` — — — - -- -- — `- — — — -- r -- CONST. SAMPLE POINT r Y Y Y Y Y YUj _ CLEAR AND GRUB AS NEGE55ARY Y YYYWY-Y Y Y -Yti-Y t t Yv, -- -- -- -- — -- - - TQGON5T. WATER MAIN — — — —� I y-�.__,r- ���1 RM EXIST. 516N (TYP) ` GON5T. 12"x 4" RESTRAINED — — _ NST. 12"0 PLU6 AND TEE AND GONG. THRUST CONST. 100 WATER SERVICE) — � BLOWOFF W/ TERMINAL BLOCK CrYPJ W/ (I) METER BOX (TYP) R/W GONG. THRUST BLOCK (TYPJ NO. DATE DE5GRIPTI ON REVISIONS M MASTELLER & MOLER, INC. ti M � CONSULTING ENGINEERS f x DRlAPF 1623 N. U.5. Highwatg I, 5ulte 02 5ebastlan, 1=1oricia 32958 Ph.(407) 55cl-4800 Fax(407) 5&q-2742 7380 Murrell Road, Suite 106 Melbourne, Florida 326140 Fh.(407) 255-1175 Fax(40-7) 253-4434 �)_ r' I North Central Avenue 5 GAi_E = 1"=40' � � r RESET EXIST. 516N (TYP) SOD ALL D 15TURBED AREAS IN-KIND ('TYPJ ST 400 JUMPER CONST. 12"0 PVC HATER MAIN- ? T� _ - CONNECTION (� DETAIL - ,10 A3 W/ 3' MIN. COVER (TfP) �� 30 SHEET 12 Of: 12) -� J __ ! — _NST.- fi�i x 12"0 REDUCER '.kid o _ _ - CONST. SAMPLE POINTI- ° /_ !1 -6100 1 , RESTORE EXIST. NON -PAVED DRIVE IN-KIND (TYP) 25t CON5T. 12'0 GATE VALVE W/ _ - VALVE 13OX AND GONG. ' VALVE PAD S7Y,1�J CON5T. 12"0 PLU& AND BLOWOFF W/ TERMINAL GONG. THRUST BLOCK (TYP) CON5T. SAMPLE POINT GONST. 12"0 GATE VALVE W/ VALVE BOX AND GONG. VALVE PAD (TYP) CONST. 12"(P RESTRAINED 90 o BEND AND GONG. THRUST 13LOOKS (TYP) INDIAN RIVER COUNTY PROJECT *UW -93 -30 -DS for oaooQa MWF:�n F2)Qod[� WATER EXPANSION INDIAN RIVER COUNTY *M:& to all documents `hih bear the lght of Maoteller 4 Hofer, Im... is vested sob h Masteller . m ler, 4,G. meso document are Wprovtded to the oiarer solely h carwkwAlon NRh Nils project. Any other use or ruse .1 these doc Arrow" or c y reprodratbn, dbplay, sale, ar ofhr disposition 0 these docunnnt tay crrygne is expressly prohbited NRMVt consent of tiasteller t haler, Inc. pwr , ,-t tc the Federal L�. CCT 1994, MA5TELLER I MOLER, INC. JAR 0 4 W5 STEPHEN E. MOLER, P.E. FL#33193 0""4 B.A: ot~si&NEV MD_ C,HEC,rrV S.E.M. DATE II/94 sG^LE 1"=40' SHEET q of 12 0"& No 4459-109 NO. DATE \J V C, V I I • t Lj- 6, t f 7� n♦ 1 t, A 1- tI CONST. I" HATER 5EikVICIGONST. I "m WAtER SERVICE E j ' NrRTe K/ (1) METER BOX CTrl j j !W/ (1) METER BOX ITYP J j 'SDE SIPR//J�yh��L�K -- I ^• ,, I TyI O U toCONCRETE ASP. N STORM !•F - o 24' CURB— _---A Ji Ma pox +CU I+OC 2+00 Go0lldg40 St. 3+00 I 4+0C CONST. SAMPLE POINT (8D' IU \ PIRT LELMLIITr rOii 1 Rm �V �W CONST I"QWATER SEYiCE TIORE EXIST. PA/ED jRESTORE EXIST. NDN -PA DRIVE IN-KIND'(TYPJ Wf (1) METER BOX (T lrPJ DRIVE AND GONG. C R1 B CONST FIRE HYDRANT IN-KIND (TVP j 45± LSF. SOP ALL D I STIP REED AREAS I I A55EMPLY (TVP)IN-KIND (TYP J CONST b"&ATE YA, YE H/ CONST. b"(P PV HATER MAIN VALVE�m BOX AND GONG. ! I H/ 3' MIN. GOVR (TYP) ;; r VALVE PAD (TYPJ CONST, 6"0 PLU& W/ - v GONG. THRUST BLOCK I �_ L r 4 �: 1 1 r-\ 1 4 " IN S -� �- 1\ 1 1 1 C> It I f\l I -N I I r_ -N I� L/I V V _1 VIL_1 V 1Lj \Y 1 -4 J Goolldge Street .Y SCALE = I"=40' L J r= CONST. 6"0 PLUG H/ GONG. THRUST BLOCK % CON5T. SAMPLE POINT ' O + CON5T. 6"w &ATE YALVE H/ CONST. 6"(P PVC WATER MAINCONST. 6"0 GATE VALVE H/ o I CONST. 6"(P GATE VALVE H/ BOX OX AND GONG. UNDER EXIST. STORM COLVERT CONST, i "� WATER SERVICE VALVE BOX AND GONG. I VALVE BOX AND GONG. W/ (1) METER BOX (TYPJ 1 VALVE PAD (TYP) W/ 18 MIN. VERT. CLEARANCE (TYP) VALVE PAD (TYP) i 1 VALVE PAD (TYPj LMLIT I x I I CONST. 6"x 6" RESTRAINED t by I/FAS POLE (TVP,!\ 1 p R \ I nvrN TEE AND GONG. THRUST w BLOCK TYP +n0 2+ 3+00 4+00__ _ _ vu¢r _ ?G ---,--+ —X- —X_—X_ — — — — I _� w j ltk < I Y ! I I - 11 I CONST. 100 HATER SERVICe * W/ (I) METER BOX (TYP) CONST. I"� WATER SERVICE x 50D L DISTURBED AREAS RESTORE EXIST. NON, -PAVED I GONST. FIRE HYDRANT IN -KIN (TVP.) DRIVe IN-KIND (TYP)150* L.F. x �, ASSEMBL 0-rPJ W/ (1) METER BOX (TYP) I 1 I � CON5T. 6"4> PVC HATER MAIN I II I H/ 3' MIN. COVER (TYPJ RESTORE EXIST. PAVED 1 I 1 ROAD; IN-KIND (TYP) 1,20* L.F. RESTORE EXIST. NON -WAVED DRIVE IN-KIND (TYP) ,(O* L.F. A! . n _ SOD ALL 015TURBED/ AREAS c'"/•I IN-KIND (TYP) I V I i 1 I I ,w L K,1, �J r. .� r Lw I j t, NST. (5 m PVG HATER MAIN I H/ 3' MIN. COVER (?TYP) -[ Ir,'• - I I 12 I i I xl 0li 18,E , I i L) '_'c r%-\,�"I it C'r/, r, r -.1 4 iv i�Ia//0'-,a 1- �1/i,'1, \ t, '3 . w nJ \. " V r . J r \/ r r L_ \ w le t, • r \w L C, r r I I I I I I I I ,--CON5T. I "m HATER SERVICE GOWT. INP HATER SERVICE ' I is, p,r H/ (1) METER BOX (TYP) H/ (1' METER BOX (TYP) I O All +� o'k ~VMT rA• O — A `20 4 -j IRT CONST. FIRE HYDRANTevrrM - - =��= `°"`—� — — -- — — ,�.��`�I`- 3• 4, — -- - - E�,�,. - F�- O ----- 0+0o ASSEMBLY trYPJ 1+00 2+00 3+00 Giaveland St. 4+00 CON5T. SAMPLE POINT RE -SET EXIST. �i24• ctaRn ANL' fiU'f'f@2 MAIL BOXES ('TVP W _ �_j(J Qj 0 LIR ao� �,ti I I 60Wc P,�wcn+e ARS, I 6• °ate 6, FILE! f �✓ t `T J L Q �-F RESTORE EXIST. PAVED CONST. 1"m HATER SERVICE DRIVE AND GONG. CURB H/ (1) METER BOX (TYP) IN-KIND (TYP J 30* L.F. CONST, 1"m HATER SERVICE RESTORE EXIST. PAYED W/ (1) METER BOX (TY'PJ DRIVE AND GONG. CURB CONST. 6"4P GATE VALVE H/ IN-KIND (TYP) 100± L.F. VALVE BOX AND GONG. SOD ALL 12157URBED AREAS— VALVE PAD (TYP) IN-KIND (TYP) ON5T. 6"m PLUG 4 BLOHOFF CONST. 6"0 PVC HATER MAIN --- H/ TERMINAL GONG. THRUST W/ 3' MIN. COVER (TYP) BLOCK (TYP) ' Cleveland Street SCALE = I"=40' -CON5T. b",V PLU& H/ TERMINAL THRUST BLOCK(TYP) CONST. SAMPLE POINT HMM MASTELLER & MO LER, INC. 0-%d CONSULTING ENGINEERS DE5GRIPTION DR/APP 1623 N. U.S. Highway 1, 5.)(te 82 7380 Murrell Road, Suite 106 5ebastlan, Florida 32958 Melbourne, Florida 32,140 REVISION S Ph.(40i) 589-4800 Ph.(40i) 255-1175 Fax(40'1) 589-2-742 Fax(401) 253-4439 j I MATCH r=r- (SSE SHEET 5 OF 12) Martin Avenue SCALE - I"=40' / g,IVEl� INDIAN RIVER COUNTY PROJECT *UW -93 -30 -DS for NJo�o M,,,7,,aft 0 OC�DOLa[�] IJU Lm DUlu ca��aQa INDIAN RIVER cOUWy WATER EXPANSION 'MIS to all documents rhlah bear the of Masteller t Motor, Inc. to Vested ` 't Maetetler t Mole,, lnc. These dousments cre pra,ulod to the c -ow Soley In cornectton ullh this project. " other vee or reuse of these documents m my reprodvottm dloWceg, sale, nr other dlsposftlon of these documents by myow W expressly prohb"sd "ftci t consent of Mastsllsr s Mole,, klc. pvrwant to the Federal fapy�t L . JAM o 4 FLORIDA (C) 1984, MA5TELLER a MOLER, ING. STEPHEN E. M 0 L E R, P. E. F L# 3 319 3 to .II DR+�,N B.A. VEN&NED M.D. cA4EC,rr:V S.E.M. PATE II/q4 56ALE I "= 4O' 10 of 12 NO g45q-110 HO. DATE 0ON5T. 12",V 6ATE VALVE VALVE BOX AND GONG. VALVE PAD (TYP) CONST. 12"m RE=STRAINED TEE AND GONG. THRUST BLOCKS (TYP J CONST. 1200 GATE VALVE K VALVE BOX AND GONG. VALVE PAD (TYPJ CONST. SAMPLE POINT"""' CONST. 12"4P PLUG AND BLOWOFF W/ TERMINAL GONG. THRUST BLOCK (1YPJ IN � I I I I I BURIED TELEPHONE �( I C.AaLE \. I 51 ONS - � I I II II I I I I I I I I I 0 �I �I �I II II I I I i I i I I I I i I I I CONST. JACK AND BORE 4O L.F. 2440-3/5" THK. STEEL CASING W/ 12"(P D.I.P. CARRIER PIPE i i U.S.(North of Jockson Street) (PAVED) HORIZ. SGALE: 1"= 10' -n_ I. I I 1 GON5T. 12"0 PLUG AND BLOWOFF W/ TERMINAL GONG. THRUST BLOCK (TYPJ I I CON5T. SAMPLE POINT CON5T. 12"m GATE VALVE W/ VALVE BOX AND CONG. VALVE PAD (TYPJ i i CON5T. 12"4) RESTRAINED 010" BEND AND CONC. THRUST BLOCKS (TYP) GON57`. 12"4) GATE VALVE W/ 8' MIN. VALVE BOX AND GONG. I- VALVE PAD (TYPJ I I I I I 1't uj I 20 i 'jiI I� {5 t z t�. ap d O U) w I w0- T Q[L /-EXIST. PAVED ROAD10 ! NOTE: ACTUAL DEPTH TO BE vc i r:KVIINED � AT TIME OF CONSTRUCTION. IN THE EVENT 36" MIN. CONST. JACK AND BORE L.F. 36" MIN. THE CA51N6 NEEDS TO 13E L..jr=m c TO COVER 24"2-3/8" THK. STEEL CASSING ,OVER AVOID EXISTIN6 UTILITIES, NO ADDITIONAL W/ 12"� D.I.P. GABBIER PIPE I PAYMENT 5 4ALL BE MADE.!I �I " " I -- CONST. I2 x 12 RESTRAINED 1 NOTE: WATER MAIN TO BE RESTRAINED CONST. I2"X 12" RESTRAINED TEE AND GONG. THRUST JOINTS WITHIN 6A51N6 TEE AND CONC. THRUST BLOCKS (TYPJ BLOCKS (TYPJ 0 I I I I (-)5.0 i I PROFILF. VIMN HORIZ. SGALE: I"= 10' VERT, 5GALE: III= 5' U HMM MASTELLER & MOLER, INC. ~ CONSULTING ENGINEERS DE5GRIPTION DR/APP 1623 N. U.S. Highway I, Svlte 82 7380 Murrell Road, 5vite 106 5ebostlan, Florida 32,155 Melbourne, Florida 32940 ph.REVISIONS Fax( (407) 5894500 ax(40-1)255-11-75 253 � 144341 gIVE,R OOG NOTE: A55UME DATUM 10.0 EAST EDf E OF PAVEMENT 20 15 no 5 (-)5.0 INDIAN RIVER COUNTY PROJECT *UW -93 -30 -DS for aflaD&MQodNr� ©Q0WN ori �� d �aKla) a INDIAN RIVER COUNTY WATER EXPANSION FLORIDA j NOTE: THE CONTRACTOR SHALL INSTALL THE STEEL CASED JACK a BORE TO ACHIEVE THE REQUIRED LEN6TH5 BEYOND THE ED6E OF PAVEMENT ON EACH SIDE OF U.S HWY. #I. IN THE EVENT THE GONIRAGTOR EXTENDS THE GA51N6 BEYOND THE REQUIRED LENC TH5, NO ADDITIONAL PAYMENT SHALL 13E MADE. 20'-O" CARRIER PIPE (Np) (ALL RE5TRAINED}- GA51N6 INSULATOR, MODEL A125-2 WITH SPECIAL RUNNER HE16HT5. RUNNER MEIC-�iT TO 13E LARGE ENOUGH, 50 THAT IT DOES NOT INTERFERE WITH THE PIPE RESTRAINED JOINTS. GA51N6 INSULATORS BY PHILLIPS ENOINEERINO OR EQUAL. -- STEEL GASIN6 PIPE - BLOCKING DETAIL N.1 _ STAINLESS STEEL NUTS i BOLTS ARRIER PIPE NOTES: I. GASIN6 PIPE TO 13E WELDED PER A150SPECIFICATIONS SECTION 1-1-2. ALL WELD5 SHALL 13E FULL PENETRATION. 2. AT NO TIME WILL GONSTRUGTION IN I crc=mc WITH THE NORMAL AND SAFE OPERATION OF US HWY. NO.I. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYIN6 F.D.O.T. AND THE ENGINEER A MINIMUM OF ONE (1) WEEK IN ADVANCE OF THE 5GHEDULED DATE OF THE BORIN6 GON5TRUGTION INCLUDING PIT CONSTRUCTION. 4. GA51N6 PIPE SHALL 13E SEALED AT 130TH ENDS FOLLOWING CARRIER PIPE INSTALLATION. 5. CONTRACTOR SHALL INCLUDE C05T TO RELOCATE ANY EXISTING UTILITIES FOR CA51N6 INSTALLATION IN BID COST ITEM FOR THE JACK d BORE. 6. GA5IN6 PIPE SHALL MEET CURRENT ASTM SPECIFICATION A 134 AND 13E COATED INSIDE AND OUTSIDE WITH A BLACK BITUMINOUS GOATIN6 PER CURRENT "AREA" SPECIFICATION 1-14-13. N DRAIN B.A. �t1L. to Ml d—nannta rhlch b—r th. copyrlpht of Mastellar k Molar, Inc. Is vested wkly In M.D. Meetaller & Molar, Inc. IA.e. dcw rnents ore pmvtded to the owner sololy M connection with thin project. Any athW use or rsuse of those C.HEGKEfl S.E.M. documents or any reproduction, display, win, m other dlspoaR:on of these documents by onyuns 1. sryrneNy prohlblted without consent ofDATE federal 12/g4 Moeteli.r & Molex, Inc, pursuont to lh. Copyright Low.* JAN 0 4 1 50ALE AS NOTEC II of 12 t7lggl, MA5TELLER d MOLER, ING. STEPHEN E . MOLER, P . E. FL. #33193 »� ►� 9459 -BOR J C 1 (2) - 3/4' GALV. FOUR HYDRANT GUARDS TIE RODS AS REQ'D, BY IRCDUS SEE NOTE 1(BELOV) 90' I SEE NOTE 3 4� (BELOW) � - - -------T---I•-- - if �. GATE VALVE QP ( I MECHANICAL JOINT TEE�s{ S I/ VARIES WATERT MAIN PLAN VIEW - CONCRETE THRUST -\ BLOCK PUMPER NOZZLE i FACING ACCESS i t VALVE BOX GRADE RN, _ DIECT I `o z > I CONNECTION ° (ANCHOR TYPE) -I a - 6' PIPE 1.5 CU. FT. -� ITT----------- -- �- CONCRETE CROSS SECTI❑N UNDISTURBED - SOIL NOTES, WIF 1. HYDRANT GUARDS TO BE 4' DIAMETER GALVANIZED STEEL PIPE LIMITS OF FLUSHING FILLED w/ CONCRETE. PAINT GUARDS SAME AS HYDRANT. �� 2. TEE OF THE PUMPER CONNECTION SHALL BE 18' MIN. ABOVE THE r THRUST BLCICK SCHEDULE OF THE NEAREST ROADWAY OR FINISH GRADE. VERT. 3. COAT TIE RODS WITH COAL TAR ENAMEL AFTER ASSEMBLY (2 COATS MIN.) 4. ALL HYDRANTS SHALL BE TRAFFIC BREAKAWAY TYPE, AMERICAN - °N0. DARLING B -84-B OR MUELLER A423, POTABLE 5. ALTERNATE METHOD OF RESTRAINING HYDRANT MAY BE USED IF I APPROVED BY IRCDUS (E.G. TIE RODS) QONTIN. FIRE HYDRANT DETAIL ONE (1) (N.T.S.) PAD 1. TRENCH VIDIH "V'' + 4 MIN. LIMEROCK BASE SURFACE RESTORATION l2� CONTIN. (EXISTING MECHANICALLY MIK SAV EXISTING'PAVEMENT VALVE BOX SLIDE T E 90 3END 45' • / / / / / / / / / / / / / / / / z 6 16' 10' I Is' I 8 I 4 4' 10' 10' 12 I 10' I 8' TYPE I TYPE II VISQUEEN CAST IRON STAY -PUT COVER C' SQUAR (OR EQUIVALENT) o 8 20' 14' 18' 10' I 5' S' 14' 14' 14' 114' 112' t+ REPLACEMENT _� SEE NOTE 6---,*- r LIMEROCK BASE a 1N 3 LIFTS AT _i 6' MAX. LAYERS ORS 98% U OTHER APPROVED \ 5' C/C METHOD TO ACHIEVE ^� -- - - 957. COMPACTION ` / MAX. WATER LEVEL' 4' MAX. --IN '- DURING cc: (ALLOWABLE CONSTRUCTION LAYERS •-- r!�•• jl;;.;y, :. AT 957 TYPE I �- 3/4' DIA BEDDING ROCK -.� 12']IPIPEL12' UNDISTURBED SOIL U OR PEA ROCK WHERE NOTES, CONDITIONS REQUIRE O.D. PROVIDE EXTENSION+~ I TRENCH WIDTH z_ AS SHOWN { fI TEE WITH LUG N11TESI L WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, PROVIDE APPROVED METHOD OF CONSTRUCTION. 2. SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD. 3. NEW SURFACING MATERIALS SHALL BE CONSISTENT WITH EXISTING AND SHAH. HAVE LAPPED AND FEATHERED JOINTS. (1-1/2' MIN. THK.) 4. COMPACTION PERCENTAGES SHOVH REFER TO A.A.SN.TJ1 T-180. 5. ALL ROADWAY RESTORATION SHALL COMPLY WITH INDIAN RIVER COUNTY PUBLIC VORKS / F.D.RT. STANDARDS, 6. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL. 7. TRENCH WIDTH 'V' ■ PIPE O.D. PLUS 2'-01, (L 2' VIDE DETECTION TAPE VITN METALLIC BACKING TO BE INSTALLED OVER MAIN, TAPE TO BE MARKED- 'CAUTION, WATER LINE BELOW' OR 'CAUTIONk FORCE MAIN BELOW'. (PAVED AREAS) TRENCH DETAIL (N.T.S.) i/ ' P.B. OR RE LOCKING SERVICE LATERAL CURB STOPS METER BOX (METER NOT SHOWN) z 1' P.B. OR P.E. - J SERVICE LATERAL r w CL BRASS COMPRESSIO d 12' WYE DRANC - w BRASS LOCKING CURB z J STOP (FORD OR MULLER) IN LINE DUAL 12' r WITH METERINTEGRAL C COUPLING PLAN VIEW CHECK BY IRCDUS � W CL W CENTER OPENING a - OVER METER(S) 1' MIN. 1 1 I CUSTOMERS METER PIPING BOX a i (BY OTHERS) <SEE NOTE N0. 3) = W cU m 1111 - mo 4' MIN. GRAVEL ' • ° OR CRUSHED ROCK , CR❑SS SECTION NOTES, 1. METERS OVER 2' MUST BE APPROVED BY UTILITY AND INSTALLED BY CONTRACTOR. 2. ALL METERS 2' AND SMALLER WILL BE SUPPLIED AND INSTALLED BY I.R.C.D.U.S. 3. MINIMUM SIZE OF METER BOXESi V SERVICE (12' X 20')1 1-1/2' AND 2' SERVICE (17' X 29'). 4. 5/8' -3/4' METERS SHALL BE HERSEY TURBINE, MASTER METER, OR BADGER DISC METER WITH 5/8' RUBBER METER WASHERS, 5. V - 2' METERS SHALL BE HERSEY TURBINE. METER BOX DETAIL (N. T.S.) NO. DATE DESCRIPTION DR/APP REVISIONS F GRADE ROADWAY GRADE (SWALE) CONCRETE PAD %• '7 ` ` ��•` 30' SQ. X 4' MIN. ; ;i. ,•. \,\, .:.` THICK W/ (1) �..,... \. ..\ 2' No. 30 CONT. 2'LOCKING I MINI CURB STOP �- W/ P.V.I- PLUG APPROVED COMPRESSION y�'I • METER BOX FITTINGS 12' MIN, I.D. 2' CORPORATION STOP- • • / I C.F. 3/4' GRAVEL OR PLUG (M.J.) CRUSHED ROCK r • °• • 2' • P.B. OR P.E. L . . HORIZONTAL DISTANCE EQUAL TO DEPTH OF COVER , g. 30' MIN. CONCRETE POURED `°\ TO UNDISTURBED NOTES, SOIL `:\► d PRESSURE -TREATED ' "�•`'��• PLYWOOD 1. COAT ALL EXPOSED THREADS WITH COAL TAR ENAMEL BEFORE BACKFILL. 2. THRUST BLOCK HEIGHT EQUAL TO PIPE DIAMETER. 3. BLOW -OFF TO BE LOCATED AT ALL DEAD END LINES, AS REQUIRED BY I,R.C.D.U.S. 4. ECLIPSE NO, 85 BLOW -OFF AS MANUFACTURED BY JOHN C. KUPFERLE FOUNDARY CO., ST. LOUIS, MO. MAY ALSO BE USED. 5. THRUST BLOCK DIMENSIONS SHALL BE AS APPROVED BY THE ENGINEER. ALTERNATE METHODS OF RESTRAINT MAY BE USED AS APPROVED BY IRCDUS 2" BLOW -OFF DETAIL (N.T.S.) PROVIDE TRENCH SLOPE AS REQ'D GRADE N �J DETECTION TAPE SEE NOTE - -/'0', w 6' MAX. LAYERS OR OTHER APPROVED U METHOD TO ACHIEVE ? 95% COMPACTION MAINTAIN TRENCH SEE NOTE 4 zo WIDTH 2'-0' ABOVE TOP OF PIPE iU MAXIMUM WATER LEVEL - 4' MAX. ALLOWABLE DURING LAYERS CONSTRUCTIDN� AT 957 .1 3/4' DIA. BEDDING ROCK 12' iPIPE 12' UNDISTURBED OR PEA ROCK WHERE li 0. SOIL CONDITIONS REQ'D. TRENCH W DTH SOIL W NOTES, 1. WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, PROVIDE APPROVED METHOD OF CONSTRUCTION. 2. SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD. 3. COMPACTION PERCENTAGES SHOWN REFER TO A.A.S.H.T.O. T-180. 4. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL. 5. TRENCH WIDTH 'W' = PIPE O.D. PLUS 2'-0'. 6. 2' VIDE DETECTION TAPE WITH METALLIC BACKING TO BE INSTALLED OVER MAIN, TAPE TO BE MARKED- 'CAUTION, WATER LINE BELOW' OR 'CAUTION, FORCE MAIN BELOW'. 7. ALL RESTORATION IN EASEMENTS OR RIGHTS OF WAY OR OTHER JURISDICTIONAL AGENCIES SHALL CONFORM TO COUNTY UTILITIES SPECIFICATIONS OR OTHER JURISDICTIONAL AGENCY SPECIFICATIONS, WHICHEVER IS MORE STRINGENT. (UNPAVED AREAS) TRENCH DETAIL (N.T.S.) THIS IS THE ONLY FLUSHING METHOD APPROVED BY THE INDIAN RIVER COUNTY DIVISION OF UTILITIES SERVICES AND FIRE DEPARTMENTS SINCE OTHER METHODS DO NOT REMOVE LARGE ROCKS, CANS, BOTTLES, AND OTHER DEBRIS FROM MAINS. ALL FIRE HYDRANTS AND DETECTOR CHECK VALVES MUST BE INSPECTED AND TESTED TO ASSURE NO SUCH FOREIGN OBJECTS ARE IN THE FIRE FLOW. OTHER METHODS FOR FLUSHING MUST RECEIVE APPROVAL FROM I.R.C.D.U.S. BEND 6 PIPE MAY BE USED FOR FULL FLOW EXIST. MAIN EXIST. OR NEW GATE VALVE - - - 9 WIF w* ----NEW WATER MAIN LIMITS OF FLUSHING FINISHED GRADE 24' SQUARE �� ACCEPTABLE VARIANCES N❑TESI 1. GAUGE SHALL BE INSTALLED UPSTREAM OF FLUSHING POINT. PRESSURE UPSTREAM SHALL NOT FALL BELOW 35 P.S.I. 2. PROVIDE ALL NECESSARY THRUST BLOCKS AND/OR OTHER RESTRAINTS, 3. COUNTY PERSONNEL SHALL, AFTER PROPER NOTIFICATION, BE PRESENT FOR ALL FLUSHING ACTIVITIES IN ORDER TO OPERATE ALL EXISTING VALVES. FLUSHING DETAIL (N.T.S.) K FINISHED GRADE CONC. ENCASEMENT 6' MIN. BETWEEN OUTSIDE DIAMETERS OF PIPE CT,YP.) WATER MAIN I SEVER SECTION A - A UTILITY OTHER THAN SEVER SANITARY CONCRETE SEVER ENCASEMENT t z CONCRETE ENCASEMENT z z � 2'-0' MIN. WATER �J�--T/`�-� MAIN ------ WATER MAIN \ b `o /7 LLj -TA CLASS 1 CLASS 2, ENCASEMENT DETAILS NOTES N.T.S. 1. USE ENCASEMENT WHER£ VERTICAL CLEARANCE BETWEEN WATER MAIN 6 SEWER IS LESS THAN 18 INCHES. DUCTILE IRON PIPE MUST BE USED IN LIEU OF CONCRETE ENCASEMENT AT WATER LINE CROSSING WITH A LENGTH OF PIPE CENTERED AT THE POINT OF CROSSING, SO AS TO LOCATE JOINTS AT A MAXIMUM DISTANCE FROM THE WATER LINE. 2. MAINTAIN 10' HORIZONTAL DISTANCE BETWEEN WATER MAIN AND SEWER AS A MINIMUM. 3. WHERE A 10' MINIMUM DISTANCE CANNOT BE MAINTAINED, BOTH LINES SHALL BE D.I.P. WITH MECHANICAL JOINTS OR CONCRETE ENCASED ITS ENTIRE LENGTH. 4. WHEN THERE IS A CONFLICT BETWEEN A STORM SEWER PIPE AND A WATER MAIN (OR FORCEMAIN) THE WATERLINE (OR FORCEMAIN) SHALL BE CLASS 52 D.I.P. OR CONCRETE ENCASED. UTILITY ENCASEMENT DETAIL (N.T.S.) 24' X 24' X 6' THICK CONCRETE PAD AT EACH VALVE BOX WITH (1) - NO. 3 0 CONTINUOUS. (SHALL BE 36' X 36' IF LOCATED IN TRAFFIC WAY.) NOTES, 1. VALVE BOX LID SHALL BE PAINTED BLUE FOR WATER AND YELLOW FOR FORCE MAINS. VALVE BOX PAD (N.T.S.) CONST. 16"x 6" WET TAP W/ TAPPING VALVE TO REMAIN ONST. PRESSURE EXIST. GAUGE (TEMPORARY) VALVE CONST. 16"x 6"OTEE (TYP.) A KA ---CONST. 6"0 GATE VALVE J (TO BE PLUGGED ) AFTER ALL TESTING TYP. CONST. 6"0 90' BEND (TEMPORARY TYP.) CONST. DOUBLE EXIST. - w [` (d DETECTOR CHECK GRADE 001� VALVE (TEMPORARY) r REMOVE THIS SECTION OF MAIN AFTER ALL TESTING IS DONE SECTION A -A PROCEEDURES FOR FILLING AND FLUSHING 1. FILL THROUGH BACKFLOW PREVENTOR 2. FLUSH 8" AND SMALLER MAINS THROUGH BACKFLOW PREVENTOR 3. FLUSH MAINS LARGER THAN 8" THROUGH NEW VALVE WITH AT LEAST 10 PSI DROP ACROSS VALVE AND MAINTAIN A MINIMUM PRESSURE OF 35 PSI ON ACTIVE StDE OF VALVE. M MASTELLER & MOUR, INC. M #*%j CONSULTING ENGINEERS 1623 N. U.S. Highway 1, Suite 82 7380 Murrell Road, Suite 106 Sebastian, Florida 32958 Melbourne, Florida 32940 Ph.(407) 589-4800 Ph.(407) 255-1175 Fax(407) 589-2742 Fax(407) 253-4439 4 A CORPORATI❑N STOP SHALL BE INSTALLED WITH A LENGTH OF V COPPER TUBING EXTENDING ABOVE THE GROUND. THE TUBING SHALL BE INSTALLED WITH A 180' BEND. 1' GATE VALVE 1' COPPER TUBING 4nr_�_ 1 `ti = GRADE a Li 0 z CORPORATION STOP WITH P.V.C. PLUG z I WHEN ABANDONED WATER MAIN NOTES, 1. TEMPORARY SAMPLING POINT MAY BE CONSTRUCTED OF ALTERNATE MATERIALS AS APPROVED BY IRCDUS. (BACTERIOLOGICAL) TEMPORARY SAMPLING POINT (N.T.S.) ASPHALT SURFACE POTABLE WATER 36' SQUARE FINISHED GRADE 24' SQUARE �� ACCEPTABLE VARIANCES THRUST BLCICK SCHEDULE HORIZ. VERT. i I 150 P.S.I. TEST PRESSURE °N0. POTABLE ° 30 I 5' C/C QONTIN. CONCRETE ONE (1) WATER PAD NO. 30 LIMEROCK CONTIN. BASE SLIDE TYPE VALVE BOX SLIDE T E 90 3END 45' - - 22 �' 11.1BENDS VALVE BOX 6 16' 10' I Is' I 8 I 4 4' 10' 10' 12 I 10' I 8' TYPE I TYPE II VISQUEEN CAST IRON STAY -PUT COVER C' SQUAR (OR EQUIVALENT) RAISED LETTERS MARKED 8 20' 14' 18' 10' I 5' S' 14' 14' 14' 114' 112' WATER' AS APPLICABLE 10 28' 16' 24' 14' I 7' 7' 16' 116' 116' 16' 114' OR SANITARY 24' MAX. -� 'SEWER' AS APPLICABLE 5' C/C 18" -- - - 12 30' 20' 126' 116' 6' 8' 20' 120' 18, 20' 20' I cc: �� >o TYPE I �- TYPE II U NOTES, PROVIDE EXTENSION+~ I 1. z_ AS SHOWN { fI TEE WITH LUG M +tL -1tl+ 0 VALVE & BOX DETAIL (N.T.S.) 5 POTABLE WATER 6 • �� ACCEPTABLE VARIANCES THRUST BLCICK SCHEDULE HORIZ. VERT. HORIZ. I 150 P.S.I. TEST PRESSURE P POTABLE PIPE HOLD - 5' C/C 18" SIZE DIMENSIONS WATER I 90' 45' 22 '/i 11 '/' LAT. TEE PLUG 3' 0/0 INCHES, E MIN., B I A A A A A A C I D E 4 I 10' I 7' I 10' I 6' I 3' 3' 7' 7' I 10' I 7' 8' 90 3END 45' - - 22 �' 11.1BENDS SEE GENERAL 6 16' 10' I Is' I 8 I 4 4' 10' 10' 12 I 10' I 8' ISQ♦20NTUOFNIN PLU A i A - C' SQUAR NOTES: NO.4 WATER 8 20' 14' 18' 10' I 5' S' 14' 14' 14' 114' 112' 10 28' 16' 24' 14' I 7' 7' 16' 116' 116' 16' 114' D D SANITARY 10' 18" 5' C/C 18" -- - - 12 30' 20' 126' 116' 6' 8' 20' 120' 18, 20' 20' SEWER D D NOTES, 1. THRUST BLOCKS SHALL BE POURED AGAINST UNDISTURBED MATERIAL, CROS WITH PLUG TEE WITH LUG WHERE TRENCH WALL HAS BEEN DISTURBED EXCAVATE ALL LOOSE MATERIAL AND EXTEND THRUST BLOCK TO UNDISTURBED MATERIAL. _TRENCH 2, ON TEES AND BENDS EXTEND THRUST BLOCK THE FULL LENGTH AND PUT WOOD BLOCKING IN FRONT OF ALL PLUGS BEFORE POURING WALL CONCRETE. � 3. ALL WOOD UTILIZED FOR FORMS SHALL BE CREOSOTED 12 LB. EMPTY CELL PER LATEST REVISION UNITED STATES FEDERAL SPEC. T T W - 556, OR PRESSURE TREATED LUMBER. TR NCH �' �s+TTno �:_:� ' '• 4. BACKFILL SHALL CONSIST ENTIRELY OF CLEAN SAND AND SMALL ROCK BOYBht FRAGMENTS. ANY MUCK FOUND AROUND THE EXCAVATION SHALL BE REPLACED WITH COMPACTED ACCEPTABLE MATERIAL. UNDISTURBED EARTHS E 5, ALL THRUST BLOCKS SHALL BE CAST IN PLACE WITH 2500 � P.S.I. CONCRETE. TYPICAL SECTION r"A- LATERAL 6. ALL PIPES GREATER THAN 12' IN DIAMETER SHALL HAVE RESTRAINED NOTE, JOINTS IN ACCORDANCE WITH RESTRAINED JOINT SPECIFICATION DETAILED IN SECTION 13. 1. VISQUEEN SHALL BE PLACED BETWEEN CONCRETE AND PIPE, 7, PIPES SMALLER THAN 4' SHALL USE THRUST BLOCKS SIZED FOR 4' PIPES. THRUST BLOCK DETAILS (N.T.S.) GRADE OBSTRUCTION -1_ 36' MIN. / 1 COVER RESTRAINED JOINTS _ 45' ORM.BENDS 2. J. J 1,/2' ENCASE AS REO'D. J SPECIAL UTIUTY CROSSING - SII NG TYPE k 18• MINIMUM CLEARANCE REQUIRED FOR WATER, STORM WATER, AND SANITARY SEWER MAIN CROSSINGS. D.I.P. WITH MECHANICAL JOINTS OR CONCRETE ENCASEMENT IS REQUIRED IF MINIMUM CLEARANCE CANNOT BE OBTAINED. GRADE ,SLOPE TO OBSTRUCTION � 36 MIN. COVE SEE NOTE NO. 2 FOR ACCEPTABLE DEFLECTION CENTER A FULL LENGTH OF PIPE AT THE ENCASE AS REO'D. POINT OF CROSSING STANDARD NUTY CROSSING - DffUCT10N TYPE NOTES: L THE DEFLECTION TYPE CROSSING SHALL BE USED WHEREVER POSSIBLE. ONLY UNDER SPECIFIC ORDERS BY THE ENGINEER SHALL THE FITTING TYPE CROSSIING BE ALLOWED. 2. CONSTRUCT STANDARD CROSSING USING 75Z OF MANUFACTURERS' MAXIMUM JOINT DEFLECTION. 3. IF USED, TIE RODS ARE TO BE COATED WITH A COAL TAR ENAMEL AFTER ASSEMBLY. (2 COATS MINIMUM.) 4. OTHER METHODS OF RESTRAINT MAY BE USED AS APPROVED BY I.R.C.D.U.S. 5. USE ENCASEMENT WHERE VERTICAL CLEARANCE BETWEEN WATER MAIN do SEWER IS LESS THAN 18 INCHES, D.I.P. WITH MECHANICAL JOINTS MAY BE USED IN LIEU OF CONCRETE ENCASEMENT AT WATER LINE CROSSING WITH A LENGTH OF PIPE CENTERED AT THE POINT OF CROSSING, SO AS TO LOCATE JOINTS AT A MAXIMUM DISTANCE FROM THE WATER LINE. UTILITY CROSSING (N.T.S.) HORIZONTAL & VERTICAL SEPARATION REQUIREMENTS PROPOSED UTILITY POTABLE WATER RECLAIMED WATER SANITARY SEWER (GRAVITY & F.M.) STORM SEWER ACCEPTABLE VARIANCES HORIZ. VERT. HORIZ. VERT. HORIZ. VERT. HORIZ. VERT. POTABLE - - 5' C/C 18" 10' 18" 10' 18" WATER 3' 0/0 SEE GENERAL RECLAIMED 5' C/C 18" - - 5' C/C 18" NOTES: NO.4 WATER 3' 0/0 3' 0/0 SANITARY 10' 18" 5' C/C 18" -- - - SEWER 3' 0/0 GENERAL NOTES: 1) THE TABLE REPRESENTS THE MINIMUM SEPARATION REQUIREMENTS AS DESCRIBED IN F.D.E.R. RULES OF THE FLORIDA ADMINISTRATION CODE (F.A.C.) THESE SEPARATION REQUIREMENTS SHALL APPLY BETWEEN NEWLY PROPOSED UTILITY LINES AND EXISTING OR PROPOSED UTILITY LINES. 2) FOR THE PURPOSE OF THIS TABLE, RECLAIMED WATER SHALL MEAN UNRESTRICTED PUBLIC ACCESS REUSE WATER AS DEFINED BY F.A.C. 17-610. OTHER TYPES OF RECLAIMED WATER ARE CONSIDERED RAW SEWAGE AND SEPARATIONS LISTED FOR SANITARY SEWER SHALL APPLY. 3) ALL SEPARATION DISTANCES ARE FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE UNLESS OTHERWISE SPECIFIED. CRITERION PRODUCING GREATER CLEARANCE SHALL BE USED. * C/C - DENOTES CENTER OF PIPE TO CENTER OF PIPE. * 0/0 - DENOTES OUTSIDE OF PIPE TO OUTSIDE OF PIPE. 4) ACCEPTABLE VARIANCES: A. WHERE HORIZONTAL SEPARATION IS NOT ATTAINABLE, DUCTILE IRON PIPE OR CONCRETE ENCASEMENT MUST BE USED FOR AT LEAST ON OF THE PIPES. DUCTILE IRON OR CONCRETE ENCASEMENT MUST BE USED UNTIL MINIMUM CLEARANCE IS REGAINED. B. WHERE 18" MINIMUM VERTICAL SEPARATION IS NOT ATTAINABLE AT CROSSINGS, USE ONE FULL LENGTH OF DUCTILE IRON OR ENCASED PIPE CENTERED AT THE POINT OF CROSSING. SPECIAL SUPPORT MAY BE REQUIRED. C. IF 36" MINIMUM DEPTH OF COVER IS NOT MAINTAINED, SPECIAL PROTECTION OR PIPE MATERIAL UPGRADE MAY BE REQUIRED. 5) NO WATER PIPE SHALL PASS THROUGH OR COME IN CONTACT WITH ANY PART OF A SANITARY OR STORM WATER MANHOLE OR STRUCTURE. UTILITY PIPE SEPARATION REQUIREMENTS UTILITY DETAILS (N.T.S.) gZVER INDIAN RIVER COUNTY PROJECT *UW -93 -30 -DS O0 for a��o a� o oa�oQa Qad�Q oQod� �0vv ori I � L5 aIT0Qa tOR.0 WATER- EXPANSION INDIAN RIVER GOUNTf FLORIDA "Title to all documents which bear the copyrfght of Mosteller & Moler, Inc. is vested solely in Masteller & Molar, Inc. These documents are provided to the owner solely in connection with this project. Any other use or reuse of these documents or any reproduction, display, schk or other disposltl- of these cf-menta by anyone Is expressly prohibfted wfthout consent of Macteller & Moler, Inc. pursuant to the Federal Capyrfght Low." C01991, MASTELLER & MOLER, INC. PROPERTY LINE --\ P.B. GOOSENECK 3' METERS SHALL BE LONG (MIN.) OR SWING LOCATED IMMEDIATELY JOINT OR APPROVED INSIDE THE RIGHT-GF-VAY EQUAL BY IRCDUS - LOCKING UNLESS OTHERWISE ; CURB STOP DIRECTED BY IRCDUS 11, 154', APPROVED METER BOX ' OCORP, 2'-0' I ROADWAY 12'-D' \ STOP FINISH GRADE_ ; w > _ U 12• J F IN LINE DUAL a LONG SRV =- I I CHECK BY ' IRCDUS f RV IT METERS STAINL.SS STEEL SEERVICE (SEE NOTE 6) I DOUBLE STRAP SERVICE SADDLE FITTINGS b(ATER MAIN AS REO'D. NOTES, 1. SUCCESSIVE TAPS INTO THE WATER MAIN SHALL BE 18" CENTERS (MIN.). 1. SHORT SERVICES REQUIRE 18" MINIMUM COVER; LONG SERVICES REQUIRE 24" MINIMUM COVER. 3. SERVICE PIPE SHALL BE SAME SIZE AS THE WATER METER USED. MINIMUM SERVICE SIZE NOT LESS THAN 1", DUAL SERVICES SHALL BE A MINIMUM 1-1/2" AND TRIPLE SERVICES SHALL BE A MINIMUM 2". QUADRUPLE SERVICES SHALL BE AS APPROVED BY IRCDUS. 4. 1" & 1-1/2" LONG SERVICES REQUIRE A 2" MIN. I.D. CASING PIPE. 2" LONG SERVICES REQUIRE A 3" MIN. I.D. CASING PIPE. CASING PIPE SHALL BE SCH 40 P.V.C. 5. METERS GREATER THAN 2 INCHES SHALL BE AS MANUFACTURED BY HERSEY OR EQUAL AND SUPPLIED BY APPLICANT. METERS 2 INCHES AND SMALLER SHALL BE SUPPLIED BY IRCDUS. 6. PIN LOCKS SHALL BE INSTALLED ON ALL LOCKING CURB STOPS, SAMPLING POINTS, AND WATER SERVICE CONNECTIONS AT THE TIME OF ACTIVATING ALL WATER MAINS OR AT SUCH TIME AS DIRECTED BY IRCDUS. PURCHASE OF PIN LOCKS SHALL BE MADE BY THE DEVELOPER/CONTRACTOR WITH DELIVERY TO IRCDUS FOR INSTALLATION. 7. CURB STOPS TO BE SAME SIZE AS METER TO BE INSTALLED. 8. RESTORATION OF ALL AREAS DISTURBED BY SERVICE LATERAL CONSTRUCTION SHALL BE IN-KIND. 9. THE EXACT LOCATION FOR SERVICE LATERAL INSTALLATION SHALL BE DETERMINED IN THE FIELD BY OWNER AND ENGINEER. 10. "LONG" SERVICES SHALL BE JACK AND BORED UNDER EXISTING STREETS, EXCEPT AS NOTED. 11. CORPORATION STOPS SHALL BE BRASS WITH THE INLET THREAD AND COMPRESSION OUTLET FOR CT AND CTS. - P.E. IN CONFORMANCE WITH LAT$ST AWWA C-800 BY MUELLER COMPANY, FORD METER BOX COMPANY, OR APPROVED EQUAL. 12. ALL FITTINGS AND PIPES IN SERVICE LINES SHALL BE NON -CORROSIVE, SUCH AS PVC, BRASS, BRONZE, STAINLESS STEEL, POLYETHYLENE OR COPPER. 13. ALL WATER SERVICE _T-uStl.� SHALL BE POLYETHYLENE PRESSURE CLASS 160, DR 9.0. POLYETHYLENE PLASTIC MATERIAL (AS STATED IN AWWA C-901) MEETING WITH ASTM D-2-L3'� STAINLESS STEEL LINERS (TUBE INSERT WITH FLARED END) MUST BE INSERTED INTO THE END OF THE POLYETHYLENE TUBING PRIOR TO FITTING COMPRESSION CONNECTIONS. WATER SERVICE DETAIL (N.T.S.) DRAWN &A DESIGNED B.A _ CHECKED jQQ� DATE I Z /94 1995 SCALE N . T S SHEET 1 2 OF 1 2 STEPHEN E. MOLER, P.E. FL#33193 DWG NO