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Water - Wastewater Utilities Project #2 Water Main Replacement
v Cl T Y OF CA RMEL WA TER WA S TE WA TER U TIL I TIES PROJEC T NOR 2 WA TER MAIN REPL A CEMENT MISCELLANEOUS SIDE STREETS HONORAB E JAMES BRAINARD MAYOR PROJECT LOCATIONS INDICATED BY SHADED AREAS 0 WEST 136TH ST. ° EAST 136TH ST. w z J W 7TH N.E. CITY COUNCIL MEMBERS z � z w a � w z COOL CREEK ROBERT BATTREALL GD T > w J Q > o _ RONALD CARTER 0 5TH E T. W. N 5TH ST N.E. KEVIN KIRBY z JAMES MILLER INDEX OF DRAWINGS 4TH T. N.W. 4T ST N.E. w NORMAN RUNDLE SHEET N0. _D z uj 3RD ST. N.W. 3RD ST N.E. Q LUCI SNYDER TITLE SHEET & INDEX 1 Z � BILLY WALKER TYPICAL CROSS SECTIONS 2 >I 2ND T. N.W. ND ST N.E. Q � z WATER MAIN PLAN & PROFILES — 3RD ST. S.E., LINE "J" 3 1s sr. N. .❑ 1ST sT N.E. ❑ HIGH SCHOOL WATER MAIN PLAN & PROFILES — 2ND AVE. N.W., LINE I 4- 5 WEST MAIN ST. EAST MAIN ST. WATER MAIN PLAN & PROFILES — 3RD ST. N.W. & N.E., LINE "H" 6- 9 „ „ IIE-lFiST T. S.W. 1-1 S ST. S WATER MAIN PLAN & PROFILES 4TH ST. N.W. & N.E., LINE D 10- 11 APPROVED BY: WATER MAIN PLAN & PROFILES — 5TH ST. N.W. & N.E., LINE "C" 12- 13 2ND r. s.w. CARMEL 431 WATER MAIN PLAN & PROFILES — 6TH ST. N.W., LINE "B" 14 BOARD OF PUBLIC WORKS AND SAFETY 3RD T. S.W. 3 S . S.E. TYPICAL DETAILS 15 EMERSON RD. �ii 4T S S.E. ALTAM AVE. w JAMES BRAINARD CHAIRMAN co Q ¢ w 5TH ST. S.E. L MARY ANNE BURKE MEMBER P`� 0 BILLY WALKER MEMBER ao 6TH ST. S.E. Of w z z MOHAWK DR. PREPARED BY: _ LOCATION MAP / o CD CD NOT TO SCALE Lp M :` « ..... N ua E C .:..-� P�, R�01STEREO < x� , J' x�� a � a No. 18861 c�V c W/� I O(n .. I pl � � � z::)a 3 0 VO STATE OF � O wZa INDIANA DEPARTMENT OF TRANSPORTATION Trai151�o1i,�t.�or1 Fs �NDIANP I)evclopment rCjonSUlLanLs S/CNAL �a wwo�� STANDARD SPECIFICATIONS DATED 1995, INDOT L,N~aZ 3-9-99 E o "Z� SUPPLEMENTAL SPECIFICATIONS. d'(n GJc 1 xD°``a CERTIFIED BY: DATE = c: a) G) w Q) _ � � a O I � ME - o v O a o C v co o N N N O n � O O 00 O 0 Ln m cli O + + + r- N � o r Nr CO M + + + O + + �+ N + LEGEND EXISTING STORM INLETS - - - GAS LINE :.�- STORM MANHOLE - - .. --- WATER LINE _; SANITARY MANHOLE I - TELEPHONE LINE y>Y; GAS VALVE i', CABLE TV LINE "= WATER METER -- ELECTRIC LINE :.y WATER VALVE o—o—o WOOD POST FENCE FIRE HYDRANT x—x—x WIRE FENCE ' i POWER POLE o---o CHAIN LINK FENCE �._ GUY WIRE <, LIGHT POLE DECIDUOUS TREE WATER MAIN CONNECTION #1 l I III ,; - MAPLBOXSIGN 11 i CONIFEROUS TREE w (SEE DETAIL SHEET 16) 3 I , I I v' SCALE: 1"=20' ®' PROPERTY CORNER FOUND III w � x . � II - - - - -------- -�: �' �p 3 �III > PROPOSED \ l Ill :: III 1 1 ------ I Q I I I - -----� I I I I � -- - I ;; 1- STORM SEWER m Garage : � : , - s-; I -- - - WATER LINE •.• — o ° - -- _ o -� APPAR, 15' HALF RAW ��'• ��' I �� FUTURE LIGHT POLE I 4 - t ^r r-; I - - - -• - - - - - - - - - - - - - - - �� .� . �- � �T . .. I _ a r �-�, — .. , =-f' . rl -, i I _ _ — — _ _ — — — ----------------------- - — — C P. #13384 — —,—, �, �_ � - �,.� � _._..'� , • �. _ " — - , -�, C.P. #13328 ; to F : ___________________I__________________ ti I LINE "J" 3RD STREET S.E. I I w I I - - — - - - - - - - - - - - Y y i I — - - — �::::_ :_- - - - - - - - - — :.:.:.:: -.—.-— — - - - - ---- - ----------------- -------- - -- - -- I . = v I I - - - - - I - - - - - - - - - - - > { U - - - - - - - - - �..� I I -- - - - - - - - - - - i > , , I < I a I I E--- R/W I I 3 I �_� APPAR. 15 HALF 1. A _ t��_ w f I I I 1 1 I ( -� M I I I PROPOSED 8" DIP I o I I I I t , • � + h I I I WATER MAIN ( I l i INSTALL 17. SYS F 1 o III I I I PAT 1 1 I I�JJ z o II I I I I I BITUMINOUS I Ch # I L _j / t l ° I III I _ -_ - - L — — — --__________� I Q I I I I + : Q I I I _ o I I I #301 Garage I I I I I IIII 0- ° Z z I I I I I I X��� I I I I I J I �III II IIII I ti° I I #71 z 1 I I I Of WATER MAIN CONNECTION 1 1 (SEE DETAIL SHEET 16) C.P. #20140 I MAIN(STREET KEY M A P I," I 1ST ST. S.E. ----,------ 2ND ST S E - W cn 11- ° 3RD ST S.E. � � w 0 a a Z d C ? = G - (n 0 3 z '4TH ST. S.E. .- 3 _ O N n - 00 in Q0 M r-5 v 00�0 5TH ST. S.E r; uj c l 1-i 06 r-- o r•i v r m 00 o r) u-> Ln Ln un + + + + + + + ++ + - -_ - _ - -- - - - - - I - - ; _ I - - - __ -- - - -- - - - - - - -- - B. - CONCRETE PORCH AT H US - - -- __ _- _ - T. N E. CORNER OF CONC E E HOUSE - :- --- - - :-- - - - - - _ - -_ - - - - -- - - I -- - __ - - - - - - - - - - -- - -- - -- --- S.E. - - - - _ ,- - ___ - _ ; : 1 : -- - _ - - - ' - -- - - - - - - - - - - - - - - _ - - - V - 41 7 - -- ------ ------------------------------------- ---------------------------------------------------------- ---------------------------- --- - ------- ------------------------- --------------------------------------------- -----------__-- -- ----- --------- -- - -- -------- ----- - ---.... ------ ---- -------._- --- ------- --__- -------- -- ----._.....__- - -------- -_ -- ... - -- ----- --- ----- -------- ELEV. 8 5 - - --- - - - - - - - - - - - _ ;- -- - ---- _ - - - - --- - - - - - - - -- -- _ - _ - __ - -- - - - - P 3384 - 1- - - -- -- - - - . # - -- - - - - - - -- - - --- -- - - : - - - --- - : C 1 PK NAIL SET, STATION 11+44.30, "J" -_- - - - - - -- - - - - - _ - - - - - - - - - - - - - -__ -_ - - - - OFFSET T. V. _ 0 SE 9.28 L , ELEV. 836.02 -- ---- : - •_ - - -_ . - - - - - -- - - __ - - -- - _ - -- - - _ _ -- - - - ! C.P. 28 - : - :_ I __ - __ - - __ - - - - -- - - - - - - - - - -_ _ - __ - - - - - - - - - __ - ; C 1 PK NAIL SET, STATION 13+15 07 "J" - _- ; - - - - - - -- - -- -_ - -_ - - -- - - _ - - -- - - - - - -- -- -- - V = 4 . - I OFFSET 0.75' LT., ELEV. 8 2.32 ---------------------------------------------------------------------------------------------`------------------------------------------------------------------------------------ -------------------------------------------------------------------------------------------------------------------------------------...--------------{---------------------------------------------F----- { _ - - - - -- - - -- - - - - - - - P NAIL T STATION 13+77.52, .,J.. : : , : C.P. 20140 K L SE S 0 I I : - I - - __ 850 - - - - -- - - - -- -- - - - - - - : I - - _ ; I OFFSET 65.52' RT., ELEV. 842.53 I ----- -------- -------- ----... ........ -------- ------- --- ------- -- -------- -------- -------- -------- - -------- -------- - -------- -------- - ---------- -----------------------------------------------------------------------------__--------------------------------------------_---- - - l -=- - , _ - - - - - - - .- - - - - , - -- - - - - - - - -- - - - - - - _ - - - - - - - - _ _- 845 -- - - - w - - - - - - - ; - - ; - I - - - -- - - - -- - - - - . - -------- -------- -------- -------- -------- . ---------- -- - ------------------ - ----- -------- - - - - - - - - -- - - - - - -- - - - - - - — I- rr : - ---- -- --- -- - • -- -- - -- -- - - --- - - --- - - -- - - - - - : ------ - - - - -- -- - - __ ---- - - 4 -- - -- — -- - - - - - - -- -- - __-- - - - - --- -- - - - 8 0 - _-_- ---- _ y s � II _ — I - - ---. - -- - - - - - - - — -- _ - -- - - - - -- - -- -- --- --- -- - - - - ---_ - -- - -- -- • _ -- . -_ _ - - -- --- - _ _ __ - - -- __ ___ - - --- — : : : -- — ----.- _ - - . - - -- --- -_ - - --- -- --- -- -- - - - - - - - - ---- - - - - ------ - 1 - - -- - , _- .-- - -- , - - _ --- - -- - - - - - - -- r : _____- - - - -- --- - --- --- --- - -------------------------------------------- '---------------------------------......-----' - = - — - -- - - I . : r r i - - - t --- - -- -- - - - - - - -_ - _ c . _ -- - -- - _- - _- _ - -- -- . - -- -- - -- - -- --- ------ -- - -- m : I I 835 -- -- : - - - - -- - -- - -- - - - - - - - -- - - - --- - - -- - - - -- - --- - - - - - ---- - --- -- -- - - - - - - - - --- �, : -- - - - -- - ---- - ---- - - - - - - -- - - - - , -- - -- - -- -- -- - - - -- - - - - ------ - -- -- - __ - _---- . ' - - - -- -- -- - - - --- -- -- -- -- --- - --- - ----- - - -- -- : I I : ; : _ _ - -- - - ----- - #- -- -- - - - - - - - -- I I - - - - - -- ----- - - - - ---- --- -- • - --- --- - --- - - - - PROPOSED PROFILE LINE J - , . - - --------------------- ------------------------------------------------ --------------------------------------------------------------------------------- - : - -- - - - ____ --- _ -- - -- - - - - - - - - - - - - - -- -- - - - __ - - : - - - - . --- -_ -- - - - - - - - [ - ---- - -- _ - _ - --- - -- - _-- - _ --- - - - - I I - -- -- - - - - - - - - _ - - - _- __ - - - -- -- - - -- - - - - -- - _ -- - -- - - - -- ._ - - - - ----- - - - - - ----- - - _ - - --- -- - - - - 830 - -- - - - -_ - -- - - -- :-- -- -- --- - I - - - -- - - - - - : - I . i i . . - - - - -- - --- - - - - -___ - - - - ---- -- - - -- - - - - - -- -- -- - -: - { W fz� ; y -._. -_ -.. - ; --. -_. -.. __ ; -_.. -_.-_.._-_ _-__. ___.___ _--__ 7 I.. : - - - - ----- --- I - - i - -- - - - - W A -- - -- --- - --- --- - - - - Y CROSSING - - - - - , - - - I -- -- 8- DIP @ ALLE C OSS ----.------- ------- ----- : : ! - --- - _ -- - - - : - ___ -------- } F7 O __.__ __-_- _.___. _.-.- _--___.-_ _._.. __-_�._ _.-..- __-•.__- _ _ _._._ -_ _.-.... M __ .-...___ _.-._-. --.-__.... -__...- -_ _. _-_-.--__... -..._.. -..__-.... - _--____-- - ------ ------- __ -. _.__. __ - _..__..--_-. W Z R.C.P. - - -- �-- -� ---- L - - - - -- --- --- - ----- -- --- - - - - 1z- - - - - -- - : - - - -------- - - -- - -------- �I W - W - I I - ----- -- 90 - - -- --------- - I --- - - - - - ---- - -- - 826 -- - - - -- - - 836: 2 ------ - ---- R -- - - -- - _ -_ - - - - - - -- -- - o a 825 - - ----- --- --- - - -- - - -- -- - ------ -- - - - -_ 1 - --_-- - EXISTING SAN. SEWE -- --• -- -- - - - - -- -- - - - - - - - Y - --- -- - ----------_- - - - ---------------- --- --- - - - - - . - --- , r\ N N ---- , - - - - - - - - - --- - -- -- - 1 ------- - - - - - --- - - - - -- - W 0 - - I t - - - ------- - - _ _ ' - --- M o - - - -_ - -- --'------ - ---- - - - - - _ .--, as : - -- - --- -- -_ - -- : - - - ___ - - - -- __ o`ro - -- --- -- - - : - ----- -- ------------- -------- ------------------- ------------------------ ---- ----- -- --- -- ------------—-- _---------- --- ------------------------ ---------------------. I - --- -------------------- T r o w X323.48 T — - - - o -- :- - -- - - -- - - 0 - - - --- ZZ 820 - • - - - - - - - - - - - 821.95 ' - - , I - : w ': - ` n III vl',IIL;; a - - - ----------------------------- ------------------------------- -------------------------------------------------------------------------- - - 31 6 : ? ; I : : - - I ' - - - - - - - ; - -- W E I E. N n n E - - -- - - -- - - - -- - - -- - - -- - - - - - -- - - - - - - - -- - ,S T o 3RD. STREET S E. / LINE J -_ - _ - -.. --i _ -. -__ ! _-. i i _. .. -- - _.. _._ -. i _ - -i. -_ - _. i _ __. _. _. -... _. - - - -..._. _._ - -_-- F,G fRF '::,';.' -_ ___.. __.____.. � : 0 �..v 3 - - -__.. _.. ___ _.__. _ _.. _.... -. _ _. - - __ _.. __-._ _- , __ : -.__-. - .. -. _ - - - _._ _.__ -___ ---__. _.__. _.. i . 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R._. . - . : L _ L.O----- 11--- : 00 - • 'i O --- Z -_ ---- - - -- -_ _ - - D - ---� O r - - - iV ; N - - M - �C7 : : 1` ; t` 00 ; � i O , N ? - w o _ -- , M , r�- r� �, , r, - _)_ . r o -) r� ) r� � _ ; ¢ - �r n L MARCH 9 19 9 9 tY �Q Z _- _._--..- ---_. __-__.. - r _ __ --_-. r7 _ - M r`� _. -.. __-.__.. --- _. _ , I 2 15 w Z -_ __ --- - ___ - --0o - 00 CO-- 00 ; 00 -00 ;_DO-- 00_ -00 00 co 00- 00 a0 0� 00 co --- co -00 - 00 00- 90_ : QD o0 00 00 I ; - JI WEC W OfX J x x o�:2t 10+00 11+00 12+00 1,3+00 7 O O �z > O O � - 6 �4o� c +11 cn N cz) Q) �1 f-00 00 00 00 M LEGEND EXISTING -t STORM INLETS - GAS LINE *- STORM MANHOLE - WATER LINE SANITARY MANHOLE -- TELEPHONE LINE y GAS VALVE CABLE TV LINE =:r WATER METER --- - ELECTRIC LINE WATER VALVE o—o—o WOOD POST FENCE FIRE HYDRANT X—x—x WIRE FENCE POWER POLE o—o—o CHAIN LINK FENCE w GUY WIRE w ---__-_ #114 RELOCATE HYDRANT ASSEMBLY ` LIGHT POLE DECIDUOUS TREE r SHED II II - - TO BACK OF CURB STA 15+35, 13' LT) .o_ 1 Posr SIGN LIJ POST SIGN/ � I I - - _ :gym MAILBOX CONIFEROUS TREE i II RELOCATE SIGN BEHIND PROPOSED CURB AND AWAY FROM THE NEW SCALE: 1"=20' ® PROPERTY CORNER FOUND cf� III I �/ I I HYDRANT LOCATION SO AS TO CONFORM PROPOSED WITH ALL GOVERNING FIRE CODES I STORM SEWER ( I WATER LINE �A ,- /�_ • ;.� I I III coo 1' _ _APPAR._15' HALF W_ I I - r FUTURE LIGHT POLE + \ — — — — — --- ----------------- C.P. #20209 W WW _ ��w� WW WSWW WwWWW � I 173'39'26" — - - - - - - - - - - - - — I w LINE "I" 1ST STREET S.E. _1 Z_ Ld W Y x c = 3 _ I A PAR;015 HALF R/W I'\ w z ---- ., II •-; a Q 1121 Li H II ° z �I z �� II -_- lz MAIN STREET KEY MAP i I I 1ST ST. S.E. 2ND ST. S.E. -- w 3 N 3RD ST. S.E. 5 a z r v z 4TH ST. S.E. CO CD co N r r O O 5TH ST. S.E. v �n Lo � + + + + + + - T.B.M TOP N.E. CORNER OF CONC. SIDEWALK RAMP AT ANTIQUE SHOP ON SOUTH SIDE OF 1ST STREET S.E. ----- ----- ---- ----- ----- -------------------------------------------- -------- - -------------------------------- ------ -------- ----- - .................................. -------- -- ------------------------------- ---------------------------------------------------------------------------- ------ ------ --------- --------------- - -- -� BETWEEN RANGE LINE RD. AND 1ST. AVENUE S.E. -- - -- - - - - - - - _ --- - - -- - - - - -- - - -- - - ELEV. = 834.99 -- - - - - - - -- - -- - _ : :- - - : - - __ -- - - -' - - - - --- - - - __ C.P. „ „ - - ---- ---- _ - - - — - 0209 5.44, C 2 PK NAIL SET, STATION 13+7 - _ - - - - - - - - - - - _ - _ - - -- -- _ - - - ------ - --- - OFFSET 4 V = 0 SE 8. 0 L , ELEV. 840.93 ------------------------------ ----------- - - .......-------------- -- ----- ----- --------- - --------------------------------- ------ --------------------------------------------- -------- ----- -------- --------------- -------- ------ -- --- ------ -------- ------- - - - -- - - - - t _;.-- --- ------ -------- ------ -------------------------------- - -- -- -------- -_. _ C.P. 12900 - PK NAIL SET STATION 13+29.56 "1" OFFSET 9.28' LT., ELEV. = 839.16 ---------------------------------------------------------------------- ------- - -------------------------------------------------------- -------------- ----------- ------................ --------------- --------------------------------------- ---------------------------- ------------------ --------------------------- - - - - _ . -= -- - ------------- ------------- --------- ------ ---------- I ------a-------------------------- ------- --- ----- --------------------------------- ------------------- ----------------- ---------------------------------------- .........---- ----------------- -------------------- ------------------- 850 850 PROPOSED-PROFILE <_ ------------------------------------------------------------ ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------- --- --------------------------- -------------------------------- ----------------------------------------- --------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------- 845 - - 4 - ...... --------- --- ---------------- ----------------------------------- - --------------------------------------- -------------------------------------------- - ---- — 8 4 0 - - - - - -- - EXISTTNG GRADE=_- L -------------------------------_--------_........... ..------- --.---- ---.-----. - -- .-.- -- ------------ ------ __-__ . - - ______ _____ -.------- ----------------------------------------- _ ________ : _. 1-.. -" 838.© - - _ _ - - - --- -- - - - -- - -- -- . 837.18 : --- -- - --- --- - - - -- - - -- - -- - - -_ - -- _ -- -- - - --__ 835 -- - - - - -- _ -- --- - - - - - - -- - - - - - -- -- - -- -- -- - --- --- - - - - -- - - - U q --------------------------______ _________ ____.____-..-.-.---. .--... --.. ______ ;____ _______._ _________ _______ _--.-----.----..----------.---------------------------------------------- _______ _____.__-.-- ______ -.---------. .- -. ....___ -----------------------------------.. ________ _________ ________ _________ _________ _______ .-------- -. _____ _______ ___.___ _________ _____ ______ _________ _______ ________-.-. ____-.- -...- .---.... -...----.--- _________ _________ _________ _________ ____ U . __ ., _ -_-.- __, __. __ -... ..: _____ ____-------. _ _________ __________________________________________ ________________________________________ _______________________________________ ________________________________________ _______________________________________ ________________________________________ ____________________----------------------- ___ ___ _____ ___ - __ ___ ________ _________ --. - a� O : VI P0 -.--___ _. -..-..- -.___..._. - .--__.._..____._ --__ __-__._-_•-. - -.. -.. -... _. -. _._. -..__ _-.. _. -. _.... _.._ -..... _._. _. _.- _..-. - _._ _.._- _... _... - _.- _._ __._..._-. _ _.__._ --_ __.-___-_.____ -_.__. - ____._.._ _. _ -. _... _ _. C l7 ___ -.. ___- --_.- _- •-- -.. -. - _.. p ___- OW ------------------------------------------------------------------° ----------------------------------------------------------------------------------------------------------------- --------------------------------------------------------------------------°--------------------- ---- Z - Of i i i Z WA TER MAIN PLAN AND PROFILE 0 w V) - _ I - - - -- - - - - -_ - - - - _ - - - - - E. Nf nn W 1ST. STREET S.E LINE 1 1 E � _--- --------° -- -- -------------------------------------------------------------- -------'---------------------------------------------.................. --------------------- ------------------------------ ---------'----------------- -- ---------- m Q Q - -- 197003 - �Q� - - - _ _ - - -- , -- - _ _ - - - - _ - - 81 3lain o - -- -- T WA TER MAIN REPLACEMENT MISC. S TREETS _ : ----- � - _ _ _ : _ - • AND I ANP li `fran5porlalion U)a --- ; -- -- -- -, - -- - - - --- JN GJI I I Develo tr e l (' :I a -------------- -------------- --------- ----- -------- --- CO - ? rn �n s/ �.� 2 1 ,� - - -------------------------- ---- -------- -------- P 1f TEN W - --- °' '� - -- `rs r` r` Ln , M ., r.. N A L _ l f l.l ' u I o Z a - --- --- ---- - 0 r Q - _ -- - - --- - - - �t d _�- - - - - - -- - - - - - - - - � Z -Ft it �' �- :#- -.---..__ _.__- DATA 1 I�..r F,i ,r w z- - -- - oo oo - ----o0 oo - Do E _oo- -- - Do ! 00 -- - Do i ao -DO- -cQ - oo oo - -- - -- co - - - - wv -- - -- - - - -- MARCH 9 1999 GJI � WEC WwWO 15 xFDJ� 14+00 15+00 X o�� z y = N mg o ME .. = � 0 � � ME � � O N N Cn O (� O J ®5 C Q� O o V) + m — — + � + '6 '6 +r__ -clj -4- -.o 7� + �� OL m SCALE: 1"=20' LEGEND / II I ® EXISTING / I - — 1 _ STORM INLETS - GAS LINE I e; STORM MANHOLE WATER LINE TIE INTO EXISTING ,_, INSTALL 45' BEND I I ;.Y SANITARY MANHOLE I TELEPHONE LINE ;a GAS VALVE - CABLE TV LINE VALVE s;r WATER METER F -- ELECTRIC LINE WITH CAST IN PLACE � 'y---: WATER VALVE o—o WOOD POST FENCE THRUST BLOCK I I .....1 POWER POLE HYDRANT o —o—o CHAIN FLINK E FENCE �. X� tS. �� ® I LIGHT POLE DECIDUOUS TREE �l I --y 1 POST SIGN �J` 1 ; :` I T a`' 2 POST SIGN CONIFEROUS TREE 11 . T r 4--I r - T i 3i; MAILBOX BUSH _ T T -- T --- T -_. T T r I I I I I ® PROPERTY CORNER FOUND I T T T T T T T __ T T _—. T ci IIT T __ T -- T T T T I 3 ------- --------- --------- ------ ..... ---.-_------- ---------------- ... --....------ --------------------- - ------ -- _ T T — T -� T r T T 7 _ T T T ----------- T T T — T T T __________________% T T — T — t - - PRO�PpSED HALF:'�R _________. m - T - , ; — — — — — _ _ _ STORM SEWER I ...,.� _ _ �� — — — Tom-- T T - — _-^ — — I - _ — — _ __ _ — — — — — — — — — — — — — —_zz— — — — - — I I — — -- — �� — ,. „ i : --- . i i T I t- i , . .- I WATER IN „•, Il I - — — — — — — — — — — — — — — — — — — — — — \��/---- t - - y - - - -' - - - � - - - -.� - - - - - - - - - - - - - - - - - - - - IR FUTURE LIGHT POLE -------------------------- ,-- � L :: - f ..__. I �%I � .i — — — — D. — — I I Ln \_ ------------------------------------------------ ----------------- �;::::::::::: --------------------------------------- - -------------;,- „ --------------- - - - ---------------------------------- - - -- - - - - - - - - -- L I N E H - ---------------------------------------------- Q II I I `T C.P. 11951 �4 ~ W w w �- w I I�i✓ w ---------------- ------------- . — — :: — — ' I 1 W I — — z -----c-::r::::cr::'-- -�� — -T - - — — — Y � , - - - - - - - - - - - - - PROPOSEDHALFRW _- -_I — _= - - _ - ,.. u w / ,. .- _ INSTALL 45' BEND �� "� 1 pI �lu // _ , w W 3 �� - - - - - _ - - _ ,� - - WITH CAST IN PLACE -� III �: , �� ' ' Q H Q J Z -- W W � W � I J��-- ! Z G > o I I \ 3 ----- I a � II_J i 0 01 THR T B OCK I; I PROPOS III w' -11 LLJ , z o u �:,---- ¢ I € II� I WATER AIN � �- . � j II� ` II I III � I I o Q a, V) I = I I I I ` L ., I II I w z � .. I I II1 ; I;II 0- o Z Q I , x 11' I I I INSTALL 44.5 SYS F I III ! 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STATION 52+08.75 - - - -- ;- --- - --- - - -- - - - - -__ --- -_ - - : _ - - _ -- - OFFSET 21.36 LT., ELEV. 829.20 - - - - -- - - -- _ - - - - - - C.P. 1951 H - I - - - _ I - _ - - - - - - I I I -_ - - - -- __ - -- _ - _ __ ---- . --- - - - -- 1 - --- A - - - - _ -- - � - - _ T RT., 4+ OFFSET 4 21' ELEV. = 826.10 - -- - - ____ _________ _________ �-..-................-..... ... T _______________________________ __ .___... _._ _ _.. __. -. _._.-.1 _. _._ -._. -._--.. _. _- _... _..._. --.._ __.... ___. -_ - _- -. _ _. - -._ -.. --_-_..__. - - _ - -. _. _ ._ _ _.... ____ _ _.- -- _-.. -. _ -_- _.-. _-_._...._ --.-.. __ ___. 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; ; : C 1 PK NAIL T TATI N +14 83 - - - -- - - - - ; - - - - -- I -- - -- - --- ; - - -- -- ; - - - - -- -- - - - - : I I I : I I - : -- I OFFSET 8 17' RT., ELEV 823 09 -- - _ - - _ _ : - - - - - - - II - - - - -- -- -- - - I - - - - - - - - - - - - -- - - - -- - -- -- - _-- - -- - - - --- ------ - - . - - - - - - - ; - - --- -- - - - -- -- - - - -- - - -- _ — -_ - - - - PROPOSED PROFILE Z ' : : ---------------------------------------------------------------------- --- ----------------------------------------------------- ----------------------------------------------------------------------------------------=--------------------------------------------�----------------------------------------------------------------------------------------'------------------------------------------'----------- -- -"---------------------------------------------- ---------------------------------------- -------------------------------------- ----------------------.......------------- -- ---------------------------------- ---------------------------------------- ---------------------------------------- --------------------------------- -------------------------------------------------{---------------------------------------------F--------------------------------------------�-------------------------------------------------------------------------------------1-------------------------------------------'----`---------------------------------------------- I , -------- •-------EXISTING GRADE- - - - -- - - - T- - - - - - - - I U — . - -- — — ; 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STREETS I a ut o O� STATE OF �w i N N D � 1 - -- - _ _ - -- -- _ - __ - i _ i _ - - r I nl- _ o I 'r' r` Sao I A �� E L,I,I, 2 JN/GJI TEN l� 1. Q �clo >ua tt .Doti tll,u w - _ -- _- _ N A L I .... v- L N �_ � 00 � N co j � � � �.. �..'...� v }w rv7 : w _, � � 00 Ln w H r 7 rr7 ; d �F ; I7 co co f� : ao 00 m Z z - - -- - -- ------- ---- - N N N , N -ezt i-N- -cN N N N N N cZ-, N - - � -- N ONO I ONO c"j ONO (NO N - N ? MARCH 9, 1999 Irr GJI L WEC Q w v - - - -- - ----- -- -- - __ - 00 00 00 -00 -ao_:_QD-- - - - oo_ oo _ 00 00 «� oo oo oo co - o0 0o QO co :_ C0 - wwwin 10+00 11 +00 12+00 13+00 14+00 X o w O m � O tO'� � O O Q, 3 6 c O � 0) N O 00�� - O O + +^ o o - + `/�+�J N M r- v I m 0 0 Q) r _�/ � + + + T- +,r- ++ + r- T— LEGEND EXISTING _: STORM INLETS -- -- GAS LINE AN L/NE GARDEN APTS _*,': STORM MANHOLE -- WATER LINE #511 i s; SANITARY MANHOLE I TELEPHONE LINE y>,. GAS VALVE , ' - CABLE TV LINE I 1 �I I Y•-i WATER VALVE o—o—o WOOD RPOSTNFENCE I GARAGE I I I I I FIRE HYDRANT ----- WIRE FENCE — — — — — — — - -- - - GUY WIRE POWER POLE o—o—o CHAIN LINK FENCE 1 • ' DECIDUOUS TREE I I I I l i i I III 1 POST POLE I I I � ' 4, CONIFEROUS TREE 1 I i i I TT :�e. MAPLBOX SIGN BUSH 4,, II I i I i II�!I - ® PROPERTY CORNER FOUND �� i is I i � I i I I �'� SCALE: 1"-20' I: SHED I II i / i I i I i III i PROPOSED II I I I I / I - - r — i i I I 1 I l i ' I I I I GARAGE I I I I I 1 I I; I ` i i I - � o —I - - - I T- __ I I I I III STORM SEWER I I: I - J I I: I I � I I -------1 - 1/I III�i WATER LINE \\ I II „ _ q�1 I I ----- -�_ �----- — - 1/7/11 U 11 U i I• �� �5' EXIST. HALF RAW I I I FUTURE LIGHT POLE a I; I :x'r _�� II � I — II O O - �::_-- _� :�:--- _. _ ---------------- i — — — — — O ::�1 I I + - - - - - - - - - - - - - - - - - - - II 00 5TH. STREET N.E. W W W W WL ,�„ W W W W W W W W — W W W Q !s,]=---- 11 Q ___- - -_ ��C.P. #10658 'yam --__________ __ II Ln Y V _ — — — — I I w W W - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — T - - - - T - - - - - - --- - ___ C.P. #10657-� - - - - 11 w - - - - ---------------------------- z w :: �- - ---^ ----- -__.-_.- _ z 1 U - ------ ----- -- - ---------- -- I — — — — - - — w / I I — — — — I _ 1 M o J ° , "'� — A �� 15 EXIST. HALF R W II ua — — — � 11 = > _ - II U V / ------ h ' w' I �\ I r 1 1-- i I I I 1 I . a N a Q o � /4 SERVIICE CONNECTION I I z � Q I Ei z o II I F �L-1; — — — y FIELD VEWY LOCAT ON (SEE NOTE) I I "`I � Q � z II I: I I I I RELOCATE HYDRANT ASSEMBLY I I I L - - _ - - 1 I� w w I I TO_-BACK OF CURB I 1 3/4" o _ - - - - -J I� :: ON I I� Q SERVICE CONNECT ON o #443 GARAGE ~ •' C1 ° Z w :: -� FIELD VERIFY LOCATION SEE NOTE I II! I z * I I sp I( ) � I � `O �, - - i Ii I I RELOCATE METER PIT I I o �" I� I I RELOCATE METER PIT � I�I\ NOTE: k I� I SERVICE CONNECTIONS SHOWN ON THIS SHEET ARE I� I TO REPLACE EXISTING SERVICES SUCH THAT NO I� I ° Z Z, 7TH ST. FITTINGS, COUPLINGS, ETC. ARE PRESENT ON THE �!1 - �I KEY MAP COPPER SERVICE BETWEEN THE EXISTING MAIN AND 6TH ST'. -< THE RELOCATED METER PIT. IF EXISTING SERVICES' ce LENGTHS ALLOW RECONNECTION WITHOUT REQUIRING 3 _ snI sT. - w A NEW SERVICE TO BE RUN, THEN THAT WORK SHALL ► z Z a -4TH ST_-_ _ I a NOT BE PAID FOR AS A SERVICE CONNECTION, BUT � z SHALL BE INCLUDED IN THE COST OF "WATER METER N � ° ° 0� w -- _ - 3RD ST- PIT RELOCATION." N °' °' 0 CD N L N N N � 0- - I . W 3: -o > E > � > > > u2 c .- c 3 2ND ST. T 3 3 3 cv � ao ao ao m N a �c T a,o c o Z 1ST ST - � z a`� = a5 a o � a v v v v o _ o a c o J. - Q r2 - t,r2- t - d- - w CD f S' I� N L6 r K ��c0 � � 00 � ct � o � a0 .4 r- n m r- � + + + + + ++ + + + + + + + + + + + ++++ �+ { MAIN STREET - _ - - _ - -- --- - --- - -__ - - - - - - - - - - - M - T.B. SOUTHERN BONNET N FIR HYDRANT- - - - - - - - - - --- - -- - - -- - - _ - - - - - - ---- - - SOU E BO E 0 E ON SOUTH ---- --- - - _ -- - -_ - i - - - - - - - -- - - - - _ ---- - - - - - __ - - _ - - --- - - - - --- I_ - -- - - - - - - - - - - N RANGE LINE : ; : : - I SIDE OF 5TH ST NORTHWEST BETWEEN -----------------------------------------------------------------------------------------------------------------L--------------------------------------------:------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------;--------------------------------------------;----------------------------------------------------------------------------------------=------------------------------------- - -- . ROAD AND 1ST. AVENUE NORTHEAST. - - - - -_ - - - - - --- - - - - - --- - - - -- -_ - - _ - - - - - - - ELEV. = 837.77 - - - - - - - - - -- - - - - - - ___ - -- „ I ; C.P..P. # 0658 I C 1 PK NAIL SET, STATION 14+42 08 C” - --- - -- - _ - ; I - I I - -- - -- -_ -- - - - - - _ : - - - - - <- - - -- - - --- - _ I - - - - - - - - - - OFFSET 2.25' RT., ELEV. 832.22 --------------------------------------------------------------------------------------------------------------- -- --l---------------'---------------------------------------.....__--------------------------------- ---------------------'------------------------------------------------------------------------------------------------------------------------------- ..---------------- ---------------------------------------------------------------------------------------- --- ----------- -------------- - -------------------------- - : ; : - - - - -- - - - - - - -- - - - - -- - - _ - - -- : - C.P. 0657 - - __ I I I i - - -_ # - 8 0 _ - - - -- - OFFSET 5.46 R , ELEV. 833. --- - , - - T. 72 - - - - - ----------------------- I -------------------------------------- ----------------------------------------------------------------------------- --------- ----------------------------- - - -----..........------------------------- ------------------------------------------- ----------------------------------------- ------------------------------------- --------------------------------------- ----------------------- --------------------- - - i - - - _ ; _ : ! - - EXISTING - -- _ -- - ---- _ -_ - GRADS F : ! 835 -- - - - - - - - _ _ _ - - - - - - - - - -- 835 __ - --- - - - - - - ----- - - _ -- - I I ----- - - - - _ - - - - W - -- -- - -- - -_ 1 - - - I _ . , n . n . -------. ---- ----- ------- -------- ------ ---.� -------- --------- --------- ---------------------------- • --------- --------- --------- --------- - --- ---------- --------- --------- --- -- ------ ----- • 1 • , 830 _ _ 830 I 18 �,5 .� II _ - -- - - - - - - _ - --- - - - - - - - - -- - - _ --- - - -- - --- - - . 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N n : : : : : : Z W : I M - - - - ,- - - - -_ - , - - - - , - -- -- 0 5TH STREET N.E. / LINE C Al N - : : : : : : : _ - - __ - - �1 TfR - E F �' 3 O f --------------------------______ ______ ______ ________ ________ F..____. ........___..._... __ { ____._-..._..___.._.... ......__ .F._._-___ _.......__-___....... ..._.-._---------------------------------------------F ........__......................_....,..____-__-________-__-_____-__-_____________�______-___-_________-______-__-______-__-_____-__-__-________-__-._.__-_..______..._.__ ___-_____-______-..-_...__-__.._______...___,_______.____.___------------------... __-...__-. ____-__ _________ __-__-__- __-_____- {---------------------------------------------F__ _-_.____-. --.____ -�.------------------------- ..... .............. _-__-_ _-------- ,-------- Y I . - - - • -_ - - : m Q N Q - - ; - - - - - - 19700381 WA TER MA IN REPL A CEMEN T - MISC S TREE TS . z u�o ; : -- - - - - % STATE OF �w . - - - - - - - :` / \ _ -- - - --- :- - ---- - - - -- - _ - - - - _ - __ _ - NP Pransporialion h N D A V S I n a o0 0 : � I� o `s/ �C� 2 JN/GJI TEN DE�elopn,l tt! ('onsu�i.atrls LLI - - ------- --- --- --------- -- --- ---- ---- ---- -------- .— co Z > w : r7 ,,, � i C . � N � - � r a � cv oo Ln : cN 7 . r7 - - ct- _ -: �-- -:_ - - -- - s► - _ :__ - __ tYj w t -�� -- --__. ___ -.. _ 1_--_ -----_-- --__.-_ ;..._---- -.__..-- ---_.. i.. _ ___- _._ ---__. _-.-_ __. _-.- _ _N : � : •�F : �C5 : co : �A ACS 4 d- : � rn : _ O Q - - -- - - - : - - - - - - - : r) M - M : r7 ; r� ,._� rq- - - - rte- - - _;_rte ,.;r : r� , : r� _ M- --- - +� : t T C: w v z Z -- --- -- -- -- - - - - - :: � - _ :, 00 ; oo � oo - c oo � oo � oo - -0_ _oo ----- --oo 00 - � oo � oo_ oo -oo_ _oo - - � c0 MARCH 9, 1999 __ IJ. WEC " I_ �� �� GJI wwwC 14+00 15+00 16+00 17+00 18+00 Q' OY J� X DL�� Q > CD CD CD 0 0 CD 0 C) CD cd o N d- m � � + + + LEGEND EXISTING . STORM INLETS GAS LINE =t, STORM MANHOLE -- WATER LINE SANITARY MANHOLE - TELEPHONE LINE GAS VALVE jv CABLE TV LINE ;a WATER METER r - - ELECTRIC LINE PROPOSED 8 DIP Y WATER VALVE o— —o WOOD POST FENCE FIRE HYDRANT K—x—x WIRE FENCE WATER MAIN WATER MAIN CONNECTION #1 POWER POLE o—o—o CHAIN LINK FENCE z SEE DETAIL SHEET 16 ucH WPOLE • ; DECIDUOUS TREE PROPOSED DIP -- t POST SIGN REMOVE HYDRANT ASSEMBLY CONIFEROUS TREE LLJ 0 SED 8" D ,� MAiLeoxslcN BUSH INSTALL 45' BEND Z TO BE RETURNED'I TO o I� ® PROPERTY CORNER FOUND WITH CAST IN PLACE x Q I I II WATE MAIN THE CITY OF CARMEL °� I; #610 THRUST BLOCK �� �s #61 PLUG INKTING TES ti I� SCALE: 1"=20' III I - INSTALL 8 X$ X8 TEE I PROPOSED � ' III GARAGE II 3 4 SERVI E ;i, I � i i•, STORM SEWER I� — —3 - - -- — — — \ ' I" WATER LINE NECTI01� xS I o � APPAR. 20 HALF R W O - ---------_ ---------- -------- -- I I FUTURE LIGHT POLE I: �---- -------------------------- ------- - --------- -- ----- z PLACE 4.5 SYS OF - - - - - - - - - - TEMPORARY CONIC. WALK - - - - - - - - - - - - - - - - - - - - - - - - z LLJ u W W W W W w W W W W W — 6TH STREET N.W. LINE B ;; C.P. C.P. 6839 - - - - - — - - - - - - - T - - - - - - - - - - - - - - - - - - Ll W W Y # — - - — — — — — — — — — — — — — — — — — — — — - - _ #1066 Y V UW — — — — — — — — — -- _ = U U y W q w 3 ii ----- - -------------- � o �' ° •— — — — — — — — Y• — — — — — — 1 J J — (n d Q K — APPAR. 20' HALF R W - - - - - :: - Y :•I f:. '� 0 x SHED \\ III x Q� O INSTALL 9 SYS OF z o " ,p BITUMINOUS PATCH 1 -- # �) INSTALL 45' BEND I # 540 INSTALL 8 GATE VALVE CL Z Z v: I:: X X II ° WITH CAST IN PLACE #541 I I_. mss, O INSTALL 8X8 X6 TEE THRUST BLOCK �°,► '� GARAGE NEW HYDRANT ASSEMBLY WATER MAIN CONNECTION #1 WATER MAIN CONNECTION #1 SEE DETAIL SHEET 16 SEE DETAIL SHEET 16) Iz z 7TH ST KEY MAP fiTH_5T:z � � N 5TH ST -- w rz z a 4TH ST 0 N ° a a 3RD_ST o ° �Z m m' m ° ° am 3 2ND ST. ! �-o c z o m� ° n z 1ST ST. o p.- N N N -a -o Z'. > w w Q Z --N -c'c-4 N I�n � � 00 n c, ct + + + + + + + + ++ + + I. u) ^ � o �oo MAIN STREET _ T.B.M. NORTHEAST BONNET ON FIRE HYDRANT ON SOUTH _ ;-- - - RANGE LINE SIDE OF 6TH ST NORTHWEST BETWEEN -- - ------------------ ------ ------ ----- - ----.......- - ---------------------------- ------------------------------ --------------------------------------------....--------------------------------------- -------------- -�- �- - ROAD AND 1ST AVENUE NORTHWEST. ELEV. 826.78 -- _ C.P. 839 9+94.47, „Bi, I 6 PK NAIL SET, STATION OFFSET 1 71 R E V - _ --- - -- _ _ _ ___ _ - LE - 822.95 T. ------------------------------- -------- ---- - - - _ - - _ - { --..... - -- ------- ---- -- -------------- -, # 0663 B C PK NAIL SET STATION 1 + 830 __ __ - - - OFFSET R , ELEV. - 827.5 _ _ _ - _ OF 461 2 ' ------------ --- -------- -- ----- -------- ---------........ ------------------------------------------------------------------------ --------------------- -------- --------------------------------------------- ---------------- -- ------ --------- -------------------------------------------------------------- ----------------------- . ------ 825 : - : ----- -- - ------------------------------------------------------ -------------------------_. -- - - - - - - 2 - - -- I -------------------------- -- --- -- ---- ------------------------------ . ------------------------------------ -- ----- ----- : : _ : „ - - - -8 DiP @ AL Y R IN - - - - -- :-- LE C OSS G - -- - - - - - -- -8 DIP MT ER MA1 - -- -- - - - --- Y ........ ............................. .. _________ ___......... ........ _._____ _________. ___..._....................... ________ .............- ______ -----------------------------............. -------------------------------------------- ................. .... _______ -------------------------------------------- ............... _-_ ------------------ --------- _________ __ --------------------....---------...... ..... _-. ______-__ _________ _________...............--------------------------............... ...... ___ ____............................ ________ -- _ -. _... - _ _.__- -. - --_ - - -.- ... ... .... ..... .. ____ _____ .................. --------------------------- ............. ---- --- ........ -------------------------- - - -- -- - -WATER MAIN CONNECTION _ _ - -:- - - - - - - M CO EC ON - - - - - - _ _ - - 1 _ - - _ -- _ -- - - - -- - -- - -- -- - - -- - - - - - I - -- - -- -- -- - _ I 1 I I _._. q ......... .. ...... _______ ___ ______.............. _______ .____.................-------------------- .. ___ ______ _________.............. ---------------------------------...... -------------------------------------------- .__......_.-_____________________._____ _____-_-____________-___________________ -------------------------------------------- _______________-_________________ _ uI-} W fn Z H A W H W K O Q -.-- w a L3 m - _ cN L� oo_ -- _ 00 - - - W ----------- --------- - -------- --------- ------- ---------- ..... ---- - -- - --------- --------------------------------------------------- ------ -------- ------- ------ - ----- -- ---- ---- --------- ------- ---- - _. . ..-.. _. O -- ----- ------- --- - - -- - ---- ------- --- ---- a� ° Z I w _ _ __ ___ ---_-- __-__-- _______ ________ __.---_ .-_____ -----------------------------------------------------------------.. 3 I cy WA TER MAIN PLAN AND PROFILE ou E. N n n 6TH. STREET N.W. / LINE B IJ - w3 - - ---------------------------------------------i--------------------------------------------+-- -------- ------------------------- -------- -------- ' ---- 1 m a o - - - - __ - - -- -- - I - - - - - - - - _- - - - - -_ - 19700381 of 0 -Q-cDO _- -_- -. _ -- ___ _.._ STATE OF � MISC. STREETS - __ - - - -- 'NQ ANP I'ransporl,flion a -_ _ --- - - - _ : - -- - -- -- -- - "a - S ;'i JN GJI TEN De�olop,i„1111 Colisutt:ff,l” Z - ----- -------- -------- ------- ---- N O- O -- O O cfl 00 N �, -•... I w- o O - {rj N - -- - ------- N-------- -- --- - -- ----- -------- -------- ------- -------- ------ --------- - - n: ,: , un o0_ - - cv cy cif oo M rn c0 z w _ -_os - ; -- w - -o d -00 - rte- p • 2 r �� - -- - -- - - - -- - - ,_� -ter - - - - - =ter - - - - _ - - wwpQ __ Sri i �t _ - �{j � � h _ w., ci, Z - ! - - i - -: - - -cif -N eat :--Cy - -_ N --N :--N N _ --_ N N - N _- - N _N - w Z- - - _ _ �-._co --flo_, 00 - N ; N N cli N N N �, N N :-N MARCH 9, 1999 GJI W - w�v - - : ao 00 __ -____-00 00 0o--: o0 00_; o0 _ -_ ----__oo 00 00 00-- _ 0o _CO _ __ _oo o0 0o o0 00 -00 -_ --0o-. 00 �m�J� 14 -,115 EC xDo1::� 10+00 11+00 12+00 13+00 14+00 i Fire Hydrant As Specified t j _I.D.E.M. Requirements Q The Indiana Department of Environmental Management Requires Conformance To The 1D87 Edition Of "Recommended New Cast In Place 3'-0° Standards For Water Aorks". This Standard Shall Be Concrete Thrust Block Min PROPOSED FIN/SHED GRADE 90" Bend Equalled Or Exceeded For Waterlines. Special Attention -�- - Shall Be Given To The Following ections Of Part 8: Existing Pipe To Be Removed New Angle Valve. 1 Cubic Yard g + Connect To Existing Meter. L 6" Valve Box Install Angle Valve Gravel Pocket a e o ve g ° 8.0.1 Materials Conform To AWWA Standards In Existing Meter Pit. U Corporation Stop � 8.1.2 Minimum 6" D For Fire Protection 6" Gate Valve 8.5.3 Minimum 4' Ground Cover ° o New Plug In Existing Water Main Water Main a To Be Installed After All Services See Trench Detail �0 i 8.5.5 Pressure Testing AWWA C-600—Responsibility Q v Have Been Reconnected. For Backfill Requirements f 8.5.6 Disinfection AWWA C-651—Responsibility o o j 6 DIP MAIN or `� ' 8.6.2 10' Horizontal Separation Water Main Sewer \'- -_ p / 6" DIP MAIN \ 8.6.3 18" Vertical SeFaration Water Main/Sewer 4 GATE VALVE or > / Existing Water Main ° Water Man Size 8.6.6 No Entry And No Contact With Sewer Manhole a � 6" GATE VALVE t \� A Length - Vanes v L Anchoring Tee One 8"x8"x16" Solid 6" Min. 7 Concrete Block Or 6" Min. * NOTE: It Shall Be The Contractor's Responsibility Class B" Concrete Hy To Perform This Test Properly. Responsibility For drant Assemb/v Base On Undisturbed (Tee and Gate Valve Included Ground. Supervision And Approval Rests With The Water New Water Main in the Cost of the Hydrant Assembly) Supplier Or Local Governmental Agency. ����- � � ` ���)iS / \ New Water Main Note: NEW 8"x8"x4" TEE or /� � � / /� ! Length is Approximate Only- NEW 8'k8"x6" TEE or Bed Pipe In Specified Granular Contractor Shall In Cases Where One Or More Of The Above Mentioned Furnish And Install Bedding Material Hand Tamped In N Angle Valve. Pipe As Required. I.D.E.M. Standards Fall Short Of Local Standards, New 8" Gate Valve 6" Layers To Pipe Centerline. \,-New n g p The Latter Shall Govern. With Blind Flange Type K Copper NOTES: See Plan Sheet For Size 1. At High Points Along Main Water Line, WATER MAIN CONNECTION #1 DETAIL Anchoring Tee Shall Be Set At 45* Angle Upwards And Connected To 6" 45° Bend. N.T.S. Main Water Line Shall Be Lowered To Provide JOINT CONSTRAINT TABLE Sufficient Cover As Specified. Length Of Pipe To Be Restrained WATER SERVICE DETAIL 2. All Joints Shall Be Restrained Per Carmel Utilities In Each Direction From � Of Bend Standards and Details. Based On 150 PSI Test Pressure Connection To Existing Service N.T S. Degree New Cost In Place Tees 45' 45' Of Bend 90°, N.T.S. 6• 8 90" Bend Concrete Thrust Block FIRE HYDRANT ASSEMBLY Existing Pipe To Be Removed & Plugs 45° 15' 20' 22-1/2° 7 9' 11-1/4° 4' 5' New Plug In Existing Water Main To Be Installed After All Services s See Trench Detail JOINT RESTRAINT TABLE Hove Been Reconnected. o v For Backfill Requirements 0 4" DIP MAIN or a o 6„ DIP MAIN c �, Y \ o a v c / Existing Water an 4" GATE VALVE or g Wt Main GENERAL WORK SEQUENCE 6° GATE VALVE o c a L 6" Min. 1. After Utilities Are Located, Insurance And Shop Drawings 8" to 4" Reducer or a) / ,fir}r, ��> 8" to 6" Reducer a'a o y>;� "x Approved, Install New Water Main And Service Connections. New 8" - 4 Way K' j 2. Make All Connections To Existing Water Mains As Per Plans c; ,' And Specifications. New Water Main 3. The Contractor Shall Flush, Chlorinate And Pressure Test TINew Bed Pipe /n Specified Granular The New Piping. New Water Moin Bedding Material Hand Tamped In 4 Contractor Shall Connect New Service Lines Into Existing 6" Layers To Pipe Centerline. or Relocated Water Meters..5. The Owner Will Shut Off Water Service To The Area Of Connection And The Contractor Shall Connect New Water 8" Gate Valve Main To The Existing As Shown. The Contractor Shall With Blind Flange Complete All Connections To Existing Mains And Allow The Mains To Be Turned On Within 8 Hours After Shut Down. HEIGHT OF EXPOSED CURB TO MATCH EXISTING CURB IN PLACE Width to match existin 1 q 4„ WATER MAIN CONNECTION *2 DETAIL— .. N.T.S. EXISTING PAVEMENT SECTION OR BITUMINOUS PATCH AREA 6.. NOTES: Edges to sawcut and Patch-#2 clean of debris and loose I" Bituminous Surface #71 on 1. Sidewalk shall be brush finished. asphalt before patching 3" Bituminous Binder #9 on 2. Carmel Standares shall apply for Seams To Be Ironed 9" Compacted Aggregate #53, Type '0" p p 1'-0" Undisturbed Ground SEE BITUMINOUS Expansion material lac?ment and 5� For Patch #2 Patch 1 PATCH DETAIL tooled joint locations. 4" Bituminous Binder #9 on A roved Excavated Material In Unpaved 9" Compacted Aggregate #53, Type 'O" Areas Unless Otherwise Directed. p MONOLITHIC CURB AND WALK DETAIL Specified Granular Backfill Hand Tamped In N.T.S. Specified Granular Backfill Specified Granu/or Backfill Under % \ \ X 6" Layers To 1'-0" Above Pipe. Machine Tamped in 6" Layers �/ ! Pavement, Drives, Walks or Where / \ (Or #8 Stone) Ordered Tamped In 6" Layers. (Or #8 Stone) Bed Pipe In Specified Granular Bedding Material Hand Tamped In 6" Layers To Pipe Centerline. Min. Undisturbed Earth See Trench Detail For Undisturbed Earth W Max. At Pipe Bedding Requirements. Top Of Pipe NOTES: SIZE "W" "T" 6" 2'-6" 4" 1. See Trench Schedule For "W" And "T". 8" 2' 6" 4" 10" 2'-6" 4" 2. Under Existing Sewers, Water Lines, Gas Lines, Telephone Cable And Electrical Conduits, Backfill i 12" 2'-9" 4° With Granular Bedding Material To The Centerline 16" 3'-0" 5" Existing Utility Of The E 3 � 9 Y Lines. / O N BITUMINOUS PATCH #1 and #2 DETAIL TRENCH SCHEDULE TRENCH DETAIL E. N£ ' N U N.T S. �� ST wA TYPICAL DETAILS N.T.S. Q G I fR o A LS ,< *;..'k. «.:..:: a w >:::; J X Q M a 19700381 STATE OF WA TER MAIN REFL A CEMENT — MISC. STREETS a �f� INDIANP ��� G II ",v'�r,l 1'ran5porlal.ion K w z / F, 2 JN�GJI �F TEN Doveloprrxent (oneullants a zF-rw NAL of `LJ� 15 15 X °z� nr�- MARCH 9, 1999 ��� Gil A l n WEC wwwwo XCnaJ2' XD C)F,-:2