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07050012 Site Construction Plans Rcv. 1/31/2008 DOCS Apprv. 2/3/2008 EP
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L U F U o Ev 'v cn Q) ,-1 i O Dr cp .0 I c moo, �Ev Z � � •.� -Lwd Q) k -ar d C '''' C Q' O c o •_ �Q c c 'b •,d,, v tJ V.Q4J `ObU - v d .a o Q) _ cn Q) O' O o c as 0 CL O a) � U d V/ c Q) a O � 3 O 0 o c 1. w v En _(n O C U O � N 'b C N W q 2 1 _ CL oro� � cn ` A.L _ O o >, O Q) ,� .p -"q •N U O -OC 'O ° C t>) d •Cp ° TJ w v p pl.a; O U `+-- -..+ C ' >` C 0.. �.. h • to O Qj .. O Q) a) 1. , C d Li- I C O 0 (n °i • O 0 O O p >, w •>` :•C - ' '_ ° C w 0 LL -0 4 c C O o ca 0 • Q] (D C '`"' w U U O D. O 'Q L d- O U (�- -O 0 �... -C •D O U N U • C W C) a°i aVi (o O. ? 0, l _Q . Ln N r- 0 E a W � C N 0 U __11 I Qr) c_ rl_ CD ,- N - 0 0 i _() n r_1 E It.- CD ...1 �- (I, cl 1J - - � �_ . • U tL1 `1_. �') Ci 1- 4-- tiJ i -_'---�, = () 1_,j >-- 1- -- v C-) . Q --f ._1 ._1 0 a. _c 0) Lot 19 'he Reserve of Spring Mill Section I P.C. 1, Slide 429 ins {. No. 94 -21146 _U p _____ ____ __ _____ — A AD Vol 01 --,/ r_ ,_ -__It. _1111I,— 1 - -- -- -- -- I S I vp I 3 I 0 I O/ 1��_ el Ni *1� N �\/� 6� / V7/ G � // /r� � , ,. J r I ' % l N 11 I/ Ill ' )// ' L r 7 r / \ D ,� f / , C / // / 4 if / / / A I i / / �� � / f I / / I \// #I `L.� / 1 . / / /f / ' %// I / // I / / .1f / 1 I// RQ , I I / // /, / / / / ,2 / I , / / , -f-- a / f f 1 ' i /� � , I I r � � ' r ! I ( 1 ! r t') I ) I i I I ; I I. I /I I ! II 1 3 i 3 I t I I I . 1 I 3 9 In v- 82f. 34 % rR 100 Y OOD EL. 831.44 INDUSTRIAL 7 6 5 4 3 section 7 � I / � if / � �, GENERAL NOTES: Q) �1 + 1) R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERII-Y WITH THE OWNER P. C. 1, Slide 429 � � ,,��/ Curb Inl t DURING BIDDING AND DURING CONSTRUCTION AC11VI11ES ALL fTEMS TO BE REMOVED. R IS in s t. No. 94-27146 I "• � 8 T. C. -83 ,71 71 CU THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ANY MATERIALS AND /OR STRUCTURES �— ,^ �, Gutter -8� 8.33 / Inv-829J T ( NOT LOCATED ON THIS SURVEY FOR THE INSTALLATION OF THE NEW WORK. � � � j _ � GU 2) IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING UTILITIES ,i .� � j , _"11 �•. �j �, PERTAINING TO THEIR PHASE OF WORK, AND TO VERIFY WHICH UTILITIES WILL BE REMOVED N. O 'OOt'E, ` � � '� - BY UTILITY COMPANY. ANY AND ALL UTILITIES NOT REMOVED BY THE UTILITY COMPANY SHALL ence appr x. o�• � / �j8 � ' BE REMOVED BY THE CONTRACTOR. / on J n e `� 3.52 � � �- ------ ,¢�`` � I �°i� /� �' � �` ---,- 3) UTILITIES ARE SHOWN TO BE APPROXIMATE AND SHALL BE RELOCATED AND /OR CAPPED / MIA 91), � � �_�� -�4y� � - {-,��� �` ` AND ABANDONED BEFORE CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. / Son MH � 9�a� lo, /� 4) ALL DEMOLITION MATERIAL AND SALVAGEABLE MATERIAL IS THE PROPERTY OF THE / T.C. 839.98 W �oi� '' ,� cbQo I ��' S 81 a so ��ne � � ! _�' DEMOLITION CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF THE SITE. miff Inv. -825.1 � % 0834" ^ 30.% , �� ---_.� E >14.00'� j b 5) SLABS ON GRADE MUST BE REMOVED COMPLETELY AND TAKEN OFF THE SITE. °) N. 81 p8 ,$ +o� ���, Ill � � 4 W1. � 23, r .e�j� � �l' / 6) ALL UTILITIES MUST REMAIN ACTIVE FOR AREA TENANTS THAT ARE REMAINING. NO UTILITY / � � " ---� � / �Q>�• � � �'� �--- ' � SERVICE SHALL BE INTERRUPTED DURING THE CONSTRUCTION PROCESS. / � � ' � 7) BEARINGS, DIMENSIONS, AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE e e ` � � 4 �� ' � r � RECORD SURVEYS AND PLATS FOR EXACT INFORMATION. / o�a� ,.- -�. \ ' \,��� k � �^�°„� 4 ' p1 8) IF THERE ARE ANY QUESTIONS CONCERNING THIS DEMOLITION PLAN, PLEASE CONTACT o �- '� lO� I "� � THE ENGINEER BEFORE CONTINUING WORK. / . 51 I �ri n� / r o � p N 9) ANY IRRIGATION LINES ENCOUNTERED DURING CONSTRUCTION SHALL BE RELOCATED TO / / -�.� '� / � � t� + �� ' �2 I BE INSIDE THE BUILDING SETBACK LINE. / � � � 1 , %f�1 � � N {� 1 ` 2 cbti � WEIHE ENGINEERS, INC. I. °� � � � � �� � l � , � � 10505 NORTH COLLEGE AVENUE �� _� �oj^ 5 p � � +�� � INDIANAPOLIS, INDIANA 42680 +�/ O� � j � � . -.. l �� (317) 846 -6611 OR Grass / �� A I /� , 1 I l` I I �� � � � TOLL FREE 1-800-452-6408 "��'� � °I I �r ! i I � � Li gh � 160 � � I 1 � os o r,� /� �, � � , �, .; ' BENCHMARK � � I 1 I �Z � 3 3�ZJ �2 °� -- � �'� o 4' �I ��� ���i �'" �� �� INDIANA D. 0. T. DI � �, J � � g 1 SK STAMPED "HAM G 74" AT THE NORTHEAST CORNER OF THE �� � 15' Miter Line'�Smt. I / .�0i �, SPRINGMILL ROAD BRIDGE OVER 1 -465. ~ h ELEV. 841.50 (NGVD 1929) ��� ti �3�� � �' � ,�nst. 92 -2830Q �p� �,��i�, � � l i�'� � I � I 3�1� _ 3�I _ U ����' � T.B.M.: CUT SQUARE FOUND ON THE NORTH SIDE OF A LIGHT BASE IN THE ISLAND � '� I � — � � —EAST OF THE SURVEYED TRACT. o,�' � � I ( c ELEV. 839.24 ./ I I I - - -216 __ I \ o I� I � � � . . . . __ .._ -- - --sus- -_' .- - I 3`�. r I � � � Zti \ � � x o o� � � �'� �; , ��`� �3 r NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN °` � � I , i z + � I +�' APPROVED STORM WATER MANAGEMENT P ll 2 �. I , t� n: ���, -r��,. , �,.. MIT. V_ LIJ I w ____ � 9 � __ 0 o I 1I o I-_ -� V) � __ _ o m Q p C) a c . n ..� � :D 1i I V) U � ._..,1 I � All (0 I 00 � b(4' �C � � 1 (o + /x - 0. �b� � 1 ,' 19 5 �` I li i 1 I� I it \ I_ __ I `j I -_ U) 7 - - 1, i i! "t 1 I i tl 4l;h : 9 I) I �(O q b , �0' I AI •N I ;r3, r), A , \ J I & 1j iI i % 1 3 ,\ j) k (b Tempororyl t o B nchmark I 1' /\ �, � 6�j 1 , �) / ) K.) 1\ (_� \ oc P I Lq - h` n M H I -0 1 °� k Ttl - 36.74 1 6% \ \ I I , 'Inv 826.6 o Q) , , 'ki T- V 00 I * (3 K Q / t I C511l 00 I U / !IC V V I' cv II / 11 I Q) / I ' O / f � / i � X I f 1 i I 1 I �I t t i I (,( i f ; R \ Q� �` ,� `"`o ! �In f O � O 1\ O�oG� pip` S - &?. -P---, l 1 16 11 .11 _� C) 1 � I 1 I �� t .. ti., " ` ; j ?1 ; , i `"� `� `�, I v I w t tili * � Ill \� � 1 � ' � I 11 �' �` a\ �` I O ;� t t tx 1. ' ham ��t 1, \. Q ' 1 // . 11. Ikl- � , Q) I N I / -_t-Y, I I Tfl Q E T� \ A _ / ti , \ \ ` � O / E �RELb ,� .� 11. ' E !N ENT � \q 1TE`D\\ DUR�NG �Q,N' T�R �TION. ji� t , ti 1 . \ \ �� " \ \ �\ ! (V ,\ , ,I, \ \ r (O �,, "ll I . N # / / / / \% \ N�\ , \ \ *1i .j Nit (n ...) \ *•. \ . \ \ j � \ �� \ � � r i 1 \ �`� Beehive inlet - �2! , 16 \ \ �. , �-- I i \ T. C. - 834.51 �� i � � \a \ ,�" / In -- 825.3 l/''� 1 ( �- � ! / / v L l 3 1 + � l � I / \ - i 411 f 00 t 1 l l / I k L I / , Ej I Inv- lIi. 1 l' ! 824.58 �,� I \ l f I -�, / _1 / r I 7 5 4 THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE APRE- CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK, AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED CITY RIGHT- OF -UJAY. r. �;, ; , " - , � 11 e . .17. A .i, -, - 10, .... " - .:.�f !.!If - -` I .� . ,• S , `j. �a �•'''`! `,r ��.'`V,�• Y'�t;,' I' .lam •''3• I. '11. 1 < � "- r , .1' .+ t f; v 4 HIV.• 't . ,� %1� "' -_ ;.,r ,•'ice `t "' t ,s_ '.' t •!. li., •::'.�•- ,t,"� ' .1 t ,,., + ,i; . 1 1 , I J . . 1 I . 1 •j ` ..k . .t.d� ', , I., . 1 4` i, , I. i. b , • 1' .i. • ,t, vI. � :-1 ,1 • i 1 , ,.� . 1. ..1. T `.• ,• :`• '�'''I -1 •''.ems �i 'VI'.► t - :. '.1!! Ill r 1' M,. t .f,!�.' i •��;���;�.._,I, t' Tilt ,..Ii ,.411,L a .,. {{ -. i. '' i t .r t•,• : F 1', „4 ' 1r t '�� it ;•' `• t. , ,•1. ,,. .c.y , 1 ... ,1 -.: f , .., ,' ,{ . , . �/ . . :, , t ..,, � . - 6� � .;: � �►.. , . t I. +, t,1 •, , . l +w i t . , , is Ill • . I. 4- .. . . t `./• .... ... 2 LEGEND "--4 �c 0 rA \C� FH# & = EXIST. FIRE HYDRANT \q q © \0 M N w WM "' - EXIST. WATER METER VALVE li d' tn E"{ / o �+ . 4 ® -- EXIST. SIGN 0 00 � � �; p z r-1 O = EXIST. MONITOR WELL M M 000 0 PKF = EXIST. IRON PIN & OR PK (SET /FOUND) x w ®GM gN J O = EXIST. GAS METER 44 w � w >< 4 = EXIST. GAS VALVE , &I (D 8 FIR = EXIST. STORM INLET U 0 W En I r """ = EXIST. STORM /SAN. /TELE. MANHOLE Q E-� A E -- Fri Em 0 = EXIST. ELECTRIC METER z .00 Y = EXIST. POWER POLE /POWER POLE w LIGHT ►-a / GAS E---- = EXIST. GUY ANCHOR 914 T. Ped.Z M - EXIST. TELEPHONE PEDESTAL • En I rA F Ac = IT 1:4 HVAC UN �-4 0 CO a = EXIST. CLEANOUT " >4 W °MB = 'W MAILBOX 9 = EXIST. LIGHT C4 04 Q BOL = EXIST. BOLLARD 00 CA EXIST. SANITARY SEWER LINE ; �c . = EXIST. STORM SEWER LINE > Z .< 8H = EXIST. CONTOURS i Z � = CO � 121 NCRETE END SECTION (C.E.S.) - . Q GP = GATE POST C/1 Ill H � - TRANSFORMER O W - - - - - � - RIGHT -OF -WAY LINE U �-�+ ' W - = PROPOSED SANITARY SEWER LINE " 0 PROPOSED STORM SEWER LINE STM = . � Z T _ 0PROPOSED HOPE ROOF DRAIN Z w _ PROPOSED PIPE BOLLARD p ~ Iii-4 kn 5! 0 = PROPOSED MANHOLE 4 '-.q U PROPOSED CONTOURS 894. _ 50 PROPOSED ELEVATION . - DRAINAGE FLOW ARROW 4- W I - WATER LINE G = GAS LI N E • • � - -D I� F.F.E. = FINISH FLOOR ELEVATION z N w o , , • • •L � o° TC = o �� >- X CQ0 c� TOP OF (MANHOLE / INLET) CASTING I"_ z � m X E ,:� � � I NV = Ili INVERT (BOTTOM) ELEVATION OF (MANHOLE /INL )o o Q � o v 0 rw Ln RCP = REINFORCED CONCRETE PIPE ct, Q ° � Q U x Q o Q CMP = CORRUGATED METAL PIPE . PVC = POLYVINYL CHLORIDE PIPE � STR. - STRUCTURE as M.E.G. = MATCH EXISTING GRADE o 0 0 w ffim SSD = SUB - SURFACE DRAINAGE TOC i - = TOP OF CURB I Q o 0 0 1. GUT - GUTTER U, OUL = OVERHEAD UTILITY LINE ~ w T = TELEPHONE LINE � W TBM = TEMPORARY BENCHMARK ° w E = ELECTRIC LINE z Fx-xl = PARKING COUNT z w . owW Q�Q I- O U DEMOLITION W W W PLAN D_ Q_ Q_ NOTES. 1 REMOVE CONCRETE CURB, co z z z REPLACE WITH DEPRESSED C 0 000 CURB, SEE DETAIL SHEET C201 ° V) Www w�If� 2 SAWCUT CONCRETE CURB FULL DEPTH FOR REMOVAL AT x 4 NEAREST JOINT PAST REQUIRED LIMITS OF REMOVAL. ( ) 3 PROPOSED LIMITS OF NEW BUILDINGS 4 RELOCATED HYDRANT APPROX. 4' EAST TO CLEAR PROPOSED PATH A 5 STRIP TOPSOIL AND PREPARE SUBG BADE FOR ASPHALT (1) PATH AND /OR CONCRETE SIDEWALK REMOVE TREE / BRUSH a �3vt �. 14a :` �, :. ., 1 . r -Al t1 t1 ' , 141, , �'• P. �• t 1 u' f ' i { ,� ".1,' , � ;. 1 .- Z, .. I i"�,&iA,--..;:" 't i. t , ,.. , . ,.., 1 f'' 1, T 4 1 {, r .. i. 1 0 ".,I,. , r ail t• Tf, J.- ^ ar ;, f nkl Il :,. .. .• ,• 1.. -�. :r a r� "^� •% 1 . • , i s . � , , .- l 1. '�'t 1 •' 1 -l.l •f• t " -, *" 4' L - ' •1` • f .. ....1 •f 1 . r1 �, �; 1•f t••. �! , s.t. • 1 E.1•'' {.Y ,trt.. ,4•\ � L �,� aC i.• t .t . i� ,.!.k 1;-. 1 } r F w ...a f : j -L +. r'''y `1a 1' .}•'1tt .� t'^ w, `Ia.A .. 1, i.t ' ,'a 4t, ..t • 11. •' 1.1%,t. .�M -'^'. +.•+a.• •�.a 4't v:1 .4.5 .i: �;t�,f ) �;.�•�'.� C. .�h 4) r a•�j��,•L. 1; iy vjt ., 1 ti\ 1 f `. %\- .1 f;1: •,.' .. �:�ti I'1 . ` Slrai .�i, .. ►�L1 ;; 4 I I l-i t .1 t t{L .• r i K A , -p } `` , , . t i ! 11 ',.L:I,f ,G"i 7!1.1 .s.,. , ,.. tJ,,a.- �,,, 1•' t : 4 1 . • , 1 . ), � , 1. • . I 4 •. f • :f If 1* t .r I a .1. i:, t.i . ra•-!,<f+ ,�ti i. ,,'t. 4".• " i i+ .3' . - .- . . p . ;. . ,� Mo. X - '.... % . -... i,\ i -. ,e .. ,%A SOILS MAP A\ 3 1• `,3 «1t - ..1t`1 . Ill, }. /.e�.` jY:.:r•.,.',, a ,,� .1.1 Il . r 1 . ' -a,- it .vB f."t -` •'�,`, 1j1 ,`! I. - , 1h.! , iw 1 . ,! S, r , ' t t� �.� ..l...vf.. to 'f•� `{ *' �• ^ . t ,3 •.. t c ,. ,,, ; ,• • r .ai: v .,r SCALE: 1 " = 20' 0 10 20 40 2 SOILS TYPE LEGEND Br BROOKSTON SILTY CLAY LOAM - 0 TO 2 PERCENT SLOPES. RUNOFF IS VERY SLOW, SOME AREAS ARE PONDED OR FLOODED FOR BRIEF PERIODS DURING WINTER AND SPRING. WETNESS IS THE MAIN LIMITATION. BECAUSE OF THE WETNASS, THE SOIL HAS SEVERE LIMITATIONS FOR MOST NONFARM USES. CrA CROSBY SILT LOAM — 0 TO 2 PERCENT SLOPES RUNOFF IS SLOW. WETNESS IS THE MAIN LIMITATION. BECAUSE OF WETNESS AND SLOW PERMEABILITY, THIS SOIL HAS SEVERE LI MITATIONS FOR MOST NONFARM USES. MmB2 MIAMI SILT LOAM - 2 TO 6 PERCENT SLOPES, ERODED. RUNOFF IS MEDIUM. MODERATE EROSION IS THE MAIN LIMITATION. LIMITATIONS FOR MOST NONFARM USES ARE MODERATE. Call 1 -8�0- 382 -5544 2 WORKING DAYS BEFORE YOU DIG. 11 f T'S THE L ,� W �9 INDIANA UNDERGROUND PROTECTION SERVICE, INC. CAUTION!! THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY OTHER) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION . I PLEASE CALL ''HOLEY MOLL 1 -800- 382 -5544 TOLL FREE .�`N`` 5 � • .S."/AtN / /// ��' 1sT e '% �� Q F, - ERE` � - i -� 0 2 1 N0. :10200392: = Il 0, STATE OF cL, o i , l i '� Np (A N I N, �� ,, FS �, ``:. /, S/p L E \\\ � / //� NA � ,R u toll-- JAMES K. SHINNEMAN P.E. 10200392 U , 1mm"I (D V 9 d • c4 Id 9 1-4 < :4 ;z; U I ;j O 1 1 V Q-1 9 "Id V) .4 'N F...� � d � N. r1c _ll �z " Q � . C3 W J.. q � Zj � g . cl 11---iii1l 0 EM04 co 0 � -0 1 �� . 1cl el V) Q M Er4 - 1z, C4 9 � �� C3 "ill. N I'll 0 'd (-, �.l �� "l V.% . i w 0 9 Ill Q0 H •° �_ E-+ ci - W _+_1-j co U) ,-. (24 O >x cf) � ,;�Z, 0 o 4i ?�z ft-1 11r, .� :�,� w 4 0 � W (D ,--N -ji " o % 1-Cl c?, 4'n " x o �. CL. d a, SHEET NO. Q 1 PROJECT NO. wO7,O251 - CD ic Tj C) 0 .-' E C) Ln 0 V CN I--.' T- ,-- r, T- Ln (D E 0 0 4: QJ E Ll n LJ < C) U) Z_ 0 Ln N (D N CD E Z a V) o0 C to o Uj U i i GO 0-t h .- 0 Lr) C\, C14 U N r- r- T L. % 0 r- -n E 0 F 4- 0 CJ - N U S U0�, .. U, L:j CL] }n oFL: � -_ I-L! i -- D '-'j- C> 1 ` >_, O fD < < __j __1 ._1 C t!_ 10 1 g STRUCTURE I IMPERVIOUS NO. TYPE / � 7 4 PERVIOUS 701 END SECTION . 0.59 AC. 8 I 7 Lot 23 � 1. . . I----- � � - __ .-_____ � _. __ ___ '_____._____1.________ I --- ...", __ , _ �'. . ... . .. 6 5 I 4 t >� . r� - 5 .1 C) I- ) I .,��� �� = i.j ,_ ., GENERAL GRADING NOTES: The Reserve a t Spring / / "� 1 -� R-1111 €� } 1. - : Mill � - j t AN D i . Sect ion 1 11 I \ THIS P. C. 1, Slide 42 9 Curb Ini t 2. o Q) ' t-__ � - T. C. -83 71 SHA . In s t. N O. 9 4 2 7146 _ I I . i Gu f ter- 88.33 P LAC , o ,1 SUC Inv-829.31, 9.331 O BE �, ! J 1 �� EACH O�l; = .._ O/ f) '~- � � - 1 3. 61y / r ', xr. - /" �\ . / \� c `' �r �`,`/ /ii . /f �`P` " I • .,f -_�' AND IM- 11 A t (: � "-1 , -I �, Lot 22 Son NIH ,�� \ \\ i __ 9 or �o„ ' - r. C. - 839.98 '�%�/ ...1 • -- �. CZ �; I su line . G `; • i,, \'�'� i 1i; S. 8108 , 5. The Deserve 0L S rin Mlll Inv. -825.1 r;;�' -. �4 If s • 1 � 17,4. 00 I . / Sect* o 11 n 1 ; .r} f N 8 j o .. f`� 4w.._ . s. 1.. J - , ~ .. r� P. C. 1, Slide 429 1__�,�t� . ] 1. J /// J 7. YY . {{ , , In s t. I� o. 94- 2 7146 i \ I N I` A�- t- 8. I . / \\ I� � \I# / \ , 7 I GRAN `�\ } r I i � / /, / . / i . . I r �\ ` �,1 I '1 fit • t �� s r 11 / l� f1 ,� RESIDENTIAL .� \ , f ? .t % :W_11 M , ! -1 - .. ,,, 1\ I os_rf r'-;".�,.Y SHOR ! . / » > Cp t f -1 6 IN V. 834.31 �-- \ N , I ,., 1 ( i .� r 11 . _� ...� f: \ of l 1 1 I � j'' . I ANY I. `� ,, 1 4 S`, 1" \ , P) I / 1 , Lot 21 • 839.00. .. �I _ s.. J `�� -' 838.00 MEG The Deserve a t S rin Mill / / o e �" ���VIII i - �' \ % r I . . . Grass � \ / ! � tI �-" _! \ I f . ,_� _.__. ...,�'� r. Q1 l f Section I • ,. -_ ...... ,l \ Ll h f P r r•ry, >� \'K I c I 1 - .� , P. 1, Slide 429 <.1 a� . i 1 i I 1 { t i-',. .L. - t t r Ins. No. 94-27146 / r= \ / i ��� :\ i ..: I ; I ,� cfl /! , ! / . , ; . i . ,f Z�, 11 / I L� 1 - ! I / . . I I// / . . """ / . f �, 838.75 839.18 ,. )� r ! ♦ t- € -r f 38.25 838.88 838.68 ���, 1. I t 837 52 MEG,c ^f ��- "�_, �J '�- 2� / t . Lot I "X / ��, �� 5 Water Lin e I E`sm t. I , �� 839 24 `�' ! �nst. X92 2830Q A,� e a f Spring Mill; / ��'. r��e Resew �,� I ��', ,. / 838.74 I .1 ,( . I .� e \ . . ; ; Section ,r i' 20 of I (1 _, I .11 /, 6 i�> € \v 1 1 • r - . i I Perfo ted SSD 839.24 ; P.C. 1 SIIde 429 tY I,, i:� f \� I 1 �," \Pip e @ 0.1"` 837.19 MEG �I / , - r 838.74 r \ ! I -' c1b Inst. No. 9 \ I 11 / - a 1P t , i / / ' ' II I,' I r 839.27 �\ 1 ( \ 1 / �.� 1 \ I I \ t, ,� 1 % 8 3 8.7 7 � _,�_.___ 2 6 , \ I ,I� i.# O 9 43 / 1 "839 - I I . I . -1 I If I / / 837 00 f ff ,1) � \ ' ; - '� I `/ �.x ..tr s ',� ,.••` f�,,• ! c� 70 OF 12 83 93 I _� t ~') { �` :: �,�i ,, ! -' t 3 ` "!_ I j 'tti � �'1 1 o �, HDPE @ 0.50% A ° ° \ \� I � =_�" .I.� r�, �, , ;�,. ` . '- �� / i \ 837.25 MEG t .�- �. 1 �� :� I , - µ,re,; � 2 % ^z \ ° Q • } �\ I 98 I�'XISi1N� I �1l In a m Ill : �..t 839.43 a i J -\ 1/ . , � t 7' I\ I I I P , i / ,.•,� t �� / .�Y l t 838.9 3 / �. \� I ( . I � 2 6 -� f ft \ I --... CI , i / � 839.55 1 I- o i _. 65 OF 1 \ r I I / 2 \ 1.1-3 I �- r` I \\ • 2 9 �-� DPE @ 0.31 _�_ ._�... / 83 .93 I ; �, t I 14-6 / N -� // __ °� .v 4 \ \ i ` • r� a s - -� a \ I `� I r� f f �, I" v , I I I I 838.50 , i _.� -� 839.55 .0 \ I // 3 _..- sue• I . I \ { I ! --� - ° . =� \ I f -� I I It 41 I, _ _ ._. --- -,& a ' • 4 r� 463 839.80 1 \\ 1 \ •..� f I I { ; I I. / t. - - //--- I __ __ il S T S �' \ ( Q J � -7-� . ' v , I \ � \N(\ � Co • _� 111(\ I �L� �r�` ____/ . 1838.50 / 14 OF 12 4 �.. ,: , \ I # � (. , • , t ,' ., _- j _; . _ . STR. 702 f l i HDPE @ 0.44 �� 839.53 1 I ��� � � � . �. r , }� �� I. R� A 'tJ �� / , ° t it } ., , E,r1 f I 36 x 36 F t�, 2 OF 8 �\ I, ;.� I /� \ ff /� 1: \ \ I r CONC. BOX INLET i / 55 OF 10 i- , HDPE qp 1.00 ;' I � 1 I i' I r , / I t I , t , _' HDPE @ 0.34 ;�:�� 839.70 ��t: 1 � t R 4 15-Cv CASTI G �' .� i' t -1► E - -- t ! i -� `- -- 838.10 �- 97 0'r 1 �;� 2 ` tzt it " t,3 I f, �� I � I 839.201.1 t 1 , �- o �, _ \ HDPE @ 0 . o '�. a+ 839.53 f f ff� ._ �� r,� i , j,� 15 INV. 834.10 18 OF 8 ,�. .t ,1 t I l 38.50 d I _, �. S T �. A S ; N c, , f f S T T M- ., t ,'f r I �! f \�rt # fir+ r ,: �, t : '��) `1 ' , � ;-. r J,.. � \1 HDPE @ 34% ?.. j 6 PER CRATED rye 1839.5 -� tt a .�� - �{ - I 1 . , I, ,, #, .� Z f ��� 2 9 F F (,I lr}° r`� j i'3 I S C• I ".,,( i, / r :.� �, 839 70.: _F �, i t ;f' i :' �;, I �' -SSD INV. 834.10 -. ' 838 75 �'� ff . - / ,-- °� 1, wl_ t .fi ��� :.' ' yj_.; L,, - �A . 41 ; ? I i� €tt �.. 838.25 a .�4., , wj 839.02 HDPE @ V. °. ;R \� I k i��- 0 34� , I I • s 838.52 �` . ( f ff I �l I t < <� r` `� 839.23 r. 89 OF 10 \ 1 f, I I � 838.93 839, a ' . I f �� ' I 1.� , 1 il 838.73 = a \ . HDPE @ 0.34% r \\ k -, Temporory I I 838.43 838.79 . 4 • 1[S( (r�, � 1 \. • ;t I � -1,- I: I c� ;` )" _. .._... - 836 ---- -- ._ _ - __.� _ ... ,_ .��_ �. _ `� - ,.� ! i r \ I i j � ark I' j, 11 I 1 i�l. 3pnchm I 1 839.14 >' '� �, 4 (y�`., t z r� ' \ i(1 t t-�t,. , t I •�� .•�.� ti -� 1 .. `-� ; t, '' I 7 I ''.1' L• -, { ''' i.. -/ F I t } t�'�,} r i .��`. •, (, . 838.64 4 �, M 839 3 �� 83.9.90 ;4, r-, 4; �;,'� ; : ;,� t \ \\ fff (`'' t K �`� .... 839.9,0 tt�� , j/ r� , I �.f �,.. IL ;t��,- 838.9 _ {,�- _ ._. �. _ �f I 1 1,6 - - - .�.; 838.94 a r • 839.53 ,.4yT ® I I {= � T.� h,36. 74 N° I ° I � \ IC,V # t r r _ # t BLDG. 9762 S.F. ,; \ J A ,� •� , \ I �z Fr,tt? ' I j� S ri VI T 8 2 6.6 r_ ;•, a� I F.F. E. 8 3 9.9 0 1 \\ I I I ,.t t RESIDEN 1 839.20 -�-8�7 , ' I ,�� 1 { j/� : o - i , � t r/ I ' i - IY Y ( _ ) 1{ ,j o ' �r, 1 ,' \ �., 8,39:3 f I I .� lIC V' V 31 O F 8 f,f r I\ I: U 0' �- _ I CV o 4 � V J F ! f i i 5 - X- HDPE @ �.35� _ - 0 J 14 r -� t ;, r s'r 839 30 /f _ �.� I l + _ , �-, 1 839.20 V • I ff i .,.z.� I I I: a ^ .. ( : I 11 �_� �1-, 838.97' 0 j }/ ,, 2 0F.�_.8`-� ' .,` I I , 11 ? . 0 / -1 i/ ,l - (Yl , _ - 8 3 3 44 (1 "i� �` S , '� f •� .\. fit I 11 _., t / t -t� .� �t-I DP E @ r1 ~ 00� , <- ��,t t1 �.�. �• I\ o «. .1 f . -, ��' , V 3 3 • 4 1 `E ',� ,r ; •� f I r `�.. 1t T�.1 \ t .'1 *�` I i ' "' / -). ... ;. v. 833 ^44 _ ��-- � . �.. �,\ 37 OF _! I ) - I 1 ; 3 w,, -� I / �.� �. _.,..- :ice: 839.90 Ped t I i 1 I j .r \ .- I f I 1 f } _, � � �: i r 'C --f �' F -� t r , »_ ---- 1 • t LI_J 108 -- 15 R 0.-56% �,. �� f t > >� �� -� _ ._ -- HDP 4� I I ; r ; @ t f * . / j w` :` } r�t�' t ) i L 1 - �- 1 � � 1 - i � f 0-11 .:. . . i... ,aj �: ( n 1. ! c .✓ • , i f?f �>�of �'/ / I .� b }� , - nrarw .� �u f. 1 < r(, I ! t ' �. i �� '• .. •H ,� ' J '� r. J l ,y .''"' I �/ s' •.'f p l �.i�#/ 7�/ .`, 1 i.. / f �:. .i t �, %..,' ;., t �,�f t� ff J w -rw �� r +•. f /- l{ I'! , ,/ r'1.:s'`?'a' /'l`, }r��!`� i ' r: - ��/ r`• ,-1 1,��! e ice•' i �.f :i / Q \ } (••�• i�.r '� f•t 4 r • ��_Y'•� ,, 1F"i �+ ���� ,r` }+ .�:��r`� / �, f r �+Cv'• r f 1.'S , \c`r; T' �t t i \ - - .t,--� - - _ /.�- ,.` r jr..l.�, -��.) L _t t '' /n_ �-• �� -r "}' \ !� ` 1 / ...+qr•• } / / �'t` �' ,,r'- '.l 1 1. • \�'` .`�I •,` •J - !f i ` e t \ /1_ , P�.� f � e� . • JM� •,- swoa{• .s4� / , , /l �. r I (�, t t 1 � ,f �I -V �v r i �. ♦ _ _ {\ r w.e.:w dwra..s,c v.*,t•.. ... 1 f `% i t� t. r 1� / \ �f , i , � t t \ ' 1 I s �•�• 1 . ' ) ♦ t. i '✓ 11 F �! 1 fr �1� % f : `tom { 1 - r� 1 f j s !€ ar ; � -) �,I� "-- Ile ,�,....- `_•+_w. i*."..� i{�. -a_ , r /' �f-i4 -1, ,� �..•+..t �..! •'f -- [ ~�''� ' r + Y !, �.• : �, '' ; ' .-t l• ! I\ ;,,; -�"� f�./ � S'•�` -�" j ��«! {��,,�� ��r ,.� ,r'�� t,.`i'S `� r--- ~ r _834.0o 1Vf __ ___ y_... _ __ 1--- • ,i i �g ' ? i 4 t ,- - - • -- �- 838.3 �- , �j 11 o r -" A b n -M -- --.._ ,r..._ _,__......M ,._.,._......._- _._ - 83`2 . f ; I I t �f t� , #•� J �p --� ��_ �•7 833. 00, M.E. ® 837 6 BS I fI I I � 9 `- ' �� fr, to i, f f r r - ,,I �-[•' = - •' '- .,' .s R ' / V •enn.a al.. -ww era ta. c., e•+ ; �•ew'. ., �` �.. � ,` - , 8 3 9 . 7 8 • ' ^ Id . Water_Y - - ... _... _.�. _...._.._.__ -ti, . b T �V r %17� F f. �{ - -- ,. r-- ° �- .� �, �� Y 838.28 TS (O 1 1 , ul71p .� - r �� _-ES INV. _ $3.5�.._ __ 37 20 r r f f.. f r: ' , f : , -��- _. �.. - _�- - n� ' *834: 4� . i�� 837.78 S � I I' v° I I /`, I l/'/ a' f .. r _' _ ._., .."_ ...v... ..,..... ..F :. -., ... _._ .. - ,,. (f E � �\ �� •*� ,� , % I.l ?. 1 ��� .I I I! / � f , r / I . . _ I< r ` " - / ,/ ,/ z V `' Y r''' Y� ... 1��: �.» �_ �. . _ f , , '_ � �• , � �t _ t a t #' � `� f Q; I I { 1 I ` f r��� ffF / !� / +,1 " f',/ ,.. ,.._... (,' � •v. � \ \ 4 '\ \ ti i / II j fi F^ F �•., ' f f f ,+f.�► �' i- �, •rte V i �' �'- ~`, t `_ t / / i % , j`) 30.1 / /r F /" ,--- &3 .0C�, M:E. ► o I / f f � -, r ( f p l /� , / /, . � �.��dqe HATCHED AREA TO BE GRADE TO 2% FRO \ 1- k \ � _, \, \. \ \ \ O f /f � I { 1' % / NATURAL GRADE BACK TO FOUNDATION WALL r L,f�\ ;� \. , \J I �' I � ` ( !r � / s / .% �` / .10 0 YR F 8�31.44 \ % ` \ ;�'� �� F �- 1 f / ;* I' % I ; t / a r / ® N \\ t e_... - - 4 # c . REVETMENT RIP RAP j I I % / ` f ' ' \ �° 1 '` 1 Y'� ;? /-� , '' 3 T 'x 5 W/ FILTER FABRIC :�y �-A i � �� t ? ,'� V �`i,, f , , 1 / 1 �• \ 1 \ 11 � �_ a,.. \ 1 r. . T '•'1 ., ( Iy� � - / ' j if r Inv- 82 5.3 4 ;� \ • , \ N j .� � _ i`ti .a� /�, �., � I ; +Irf � �« r % �' - I ,^ f+ J1 1 / � / i l � 1' � i \ 11 ~'• �'I, � � �� � � � t . � . " � JJr {� - -`�j , f '/ }4 � ` � . I }.... ! `t f• �i f _ _ t`� \� �,\ �1� i O` ` �.ti' f� {'s ;..! / i i ! t -1:�� '' f S,rt + r i I . Beep f .° (I % r ft` F f ,� f �:. �:� , ve Inlet I .1 ;_a r ,ti _;-) # f f: / t` • f /` 1` t INDUSTRIAL ��' '' \ t 1 �i f; i t �1l 1.,! 1 _ # `, ` .0` If / ' / :� \ ' ! / , r. C B34-51 � j / -�, -� . ! rJ' `� / / �� �� (1) �,' 4^ `y ! / F i / ' t - ' tl��. t r i , \ 'I e i r t;.,_,, �� - ,./ ` ( 1 Inv 8 25.3 F•,r :: i , , a I ; r �� -1 _ t t 1 CN I f r . I : I i J , I i j , t � 1 ,, <,t� I I I t ( t x A I ` € t z `rte `a ! � ` , r � /� & t' E . , 1 ! /! # . I ! 81 I ! I - t k € \.. , , I / �� r .. ______ - - -- ____ - I �`� v- 82 4.5 ,. " -) - t 3t t i . 11 I / I I _ i - ( t- . i i 1. ___ - ____ - __ - - - - __ - - I __ __ - - - - IF __ - -1 mmmmm� - - __m - 10 9 7 - - - b 5 3 REFER TO THE INDIANA DEPARTMENT OF TRANSPORTATION (INDOT) STANDARD SPECIFICATIONS, 1995 EDITION, FOR BASIC MATERIALS NSTRUCTION METHODS. THE SECTIONS BELOW FOR VARIOUS ITEMS ARE TO CLARIFY THE INTENT PROJECT. PLEASE NOTE THAT OTHER SECTIONS OF THE INDOT OF THE REQUIREMENTS FOR STANDARD SPECIFICATIONS MAY ALSO BE APPLICABLE, FILL MATERIAL SHALL CONSIST OF EARTH OBTAINED FROM CUT AREAS BORROW PITS OR OTHER .APPROVED SOURCES. EARTH LL BE FREE FROM ORGANIC MATTER AND OTHER DELETERIOUS SUBSTANCES AND LARGE ROC ED IN LAYERS NOT TO EXCEED SIX INCHES FOLLOWING S. THE FILL MATERIAL SHALL BE NG COMPACTION, PROPER MOISTURE CONTENT OF FILL MATERIAL WILL BE H TO ACHIEVE SPECIFIED COMPACTION DENSITY. ALL FILL BENEATH PAVED AREAS FLOOR SLABS COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DE � BS AND FUTURE BUILDINGS SHALL DENSITY PER ASTM D- -1557. FIELD COMPACTING TEST SHALL BE RUN ON LIFT, IN FILL SECTIONS, AND THE REQUIRED COMPACTION ON EACH LIFT SHALL BE IN ACCORDANCE WITH I N D OT SECTION 211. MAXIMUM LAWN SLOPE IS 3:1. . THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS, CONDUITS SERVICE CONS AREA. EXISTING UTILITY STRUCTURES ARE SHOW � CE LINES, ETC. IN THE AFFECTED N HERE IN ACCORDANCE WITH AVAILABLE INFORMATION. THE LOCATION PROTECTION OF UTILITY STRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION !CABLE UTILITY COMPANY IS THE (IN COOPERATION WITH } E EXPRESSED RESPONSIBILITY OF THE CONTRACTOR. ALL SPOT ELEVATIONS ARE TO FINISHED GRADE. COMPACTED "B" BORROW BACK FILL REQ'D. OVER ALL UTILITIES IN PAVED AREAS. ALL GRADES AT BOUNDARY SHALL MEET EXISTING. ANY PART OF SANITARY OR STORM SEWER TRENCHES RUNNING UNDER OR WITHIN 5' OF PAVEMENT TO BE BACKFILLED WITH LL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN' COMPLIANCE WITH O.S.H.A. STANDARD FQR WORKER SAFETY. THE CONTRACTOR SHALL CONFIRM ALL EARTHWORK QUANTITIES PRIOR TO THE START OF TAGS OF EARTH IS ENCOUNTERED, THE CONTRACTO .CONSTRUCTION. IF AN EXCESS OR R SHALL CONFIRM WITH THE OWNER AND ENGINEER THE REQUIREMENTS FOR KPILING, REMOVAL OR IMPORTING OF EARTH. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING IN ALL AREAS AFTER INST PONDING CONDITIONS. ALLATION. CONTRACTOR TO TEST FOR AND CORRECT BENCHMARK INDIANA D. 0. T. DISK STAMPED "HAM G 74" AT THE NORTHEAST CORNER SPRINGMILL ROAD BRIDGE OF THE E OVER I 465. ELEV. 841.50 (NGVD 1929) T.B.M.: CUT SQUARE FOUND ON THE NORTH SIDE OF A LIGHT BASE IN TH EAST OF THE SURVEYED T E ISLAND TRACT. ELEV. 839.24, A NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. IRAM THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE APRE- CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK, AND TO REVIEW 111E AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED CITY RIGHT -OF -WAY. POSITIVE DRAINAGE WILL BE. MAINTAINED FOR THIS SITE. . NO "BIRDBATHS" OF MORE THAN 1/8" IN DEPTH SHALL BE PERMITTED. EMITTED. ANY AREAS THAT HOLD WATER MORE THAN 1 /8" DEEP SHALL BE CUT OUT AND CORRECTED TO POSITIVE DRAINAGE AT NO COST TO THE OWNER/ DEVELOPER/ OR ENGINEER. * NEENAH CASTING OR APPROVED EQUAL ARGI DRAIN DETAIL, SEE SHEET C401a m 4 VA LEGEND o ��� � tr FH# �+ = EXIST. FIRE HYDRANT � �D O IO U WM 0 OO W � = EXIST. WATER METER/VALVE � � � [W1 � = EXIST. SIGN z', � � t*z � ~ O - EXIST. MONITOR WELL � M M 00 • PKF = EXIST. IRON PIN & OR PK (SET /FOUND) x W Q,' �� 0 0 = EXIST. GAS METER T�jj w � a � � - EXIST. GAS VALVE U 1 0 lt�i 11 = EXIST. STORM INLET � O � U 0 '"" = EXIST. STORM /SAN. /TELE. MANHOLE � EMS D � = EXIST. ELECTRIC METER � � Z 0 a /G� a-0 = EXIST. POWER POLE /POWER POLE w/ LIGHT �� � a GA � � = EXIST. GUY ANCHOR � a T. Pe d.0 � = EXIST. TELEPHONE PEDESTAL 1, rA - A� = HVAC UNIT � a rA 1: 4 O CO a = EXIST. CLEANOUT � � }i FMB = MAILBOX a y = EXIST. LIGHT � � a+ Q eon = EXIST. BOLLARD � � = EXIST. SANITARY SEWER LINE �, N %0 - - - - - - - - _ _ = EXIST. STORM SEWER LINE A o) > .< Z .< - - --Lqg- - - = EXIST. CONTOURS � :�4 Z a ED = CONCRETE END SECTION (C.E.S.) IT� O GP = GATE POST � � J a 0 = TRANSFORMER . �� a � � + W . __ 0�j-� - - - = RIGHT -OF -WAY LINE U H W '`" - - - = PROPOSED SANITARY SEWER LINE � � � � Z = PROPOSED STORM SEWER LINE 0 , . . - I STM = PROPOSED HDPE ROOF DRAIN z � W � = PROPOSED PIPE BOLLARD 0 ►+ �-4 Q = PROPOSED MANHOLE p tn � U �.4 1 STR. STRUCTURE . CASTING IMPERVIOUS NO. TYPE TYPE PERVIOUS 701 END SECTION . 0.59 AC. = DRAINAGE FLOW ARROW 702 CONCRETE BOX INLET R-4215 A * ® 802 48" MANHOLE FLAT TOP R -1773 A * PVC 812 48" MANHOLE, FLAT TOP R- 1773 -A * NEENAH CASTING OR APPROVED EQUAL ARGI DRAIN DETAIL, SEE SHEET C401a m 4 VA LEGEND o ��� � tr FH# �+ = EXIST. FIRE HYDRANT � �D O IO U WM 0 OO W � = EXIST. WATER METER/VALVE � � � [W1 � = EXIST. SIGN z', � � t*z � ~ O - EXIST. MONITOR WELL � M M 00 • PKF = EXIST. IRON PIN & OR PK (SET /FOUND) x W Q,' �� 0 0 = EXIST. GAS METER T�jj w � a � � - EXIST. GAS VALVE U 1 0 lt�i 11 = EXIST. STORM INLET � O � U 0 '"" = EXIST. STORM /SAN. /TELE. MANHOLE � EMS D � = EXIST. ELECTRIC METER � � Z 0 a /G� a-0 = EXIST. POWER POLE /POWER POLE w/ LIGHT �� � a GA � � = EXIST. GUY ANCHOR � a T. Pe d.0 � = EXIST. TELEPHONE PEDESTAL 1, rA - A� = HVAC UNIT � a rA 1: 4 O CO a = EXIST. CLEANOUT � � }i FMB = MAILBOX a y = EXIST. LIGHT � � a+ Q eon = EXIST. BOLLARD � � = EXIST. SANITARY SEWER LINE �, N %0 - - - - - - - - _ _ = EXIST. STORM SEWER LINE A o) > .< Z .< - - --Lqg- - - = EXIST. CONTOURS � :�4 Z a ED = CONCRETE END SECTION (C.E.S.) IT� O GP = GATE POST � � J a 0 = TRANSFORMER . �� a � � + W . __ 0�j-� - - - = RIGHT -OF -WAY LINE U H W '`" - - - = PROPOSED SANITARY SEWER LINE � � � � Z = PROPOSED STORM SEWER LINE 0 , . . - I STM = PROPOSED HDPE ROOF DRAIN z � W � = PROPOSED PIPE BOLLARD 0 ►+ �-4 Q = PROPOSED MANHOLE p tn � U �.4 1 Q U2_1 rvNU uU[Ltl STRUCTURE O6" PERFORATED SSD "1 EXISTING - PROPOSED CONTOURS PERVIOUS = 1.32 AC. IMPERVIOUS 894.50 = PROPOSED ELEVATION SIZE TYPE PERVIOUS ❑ = IMPERVIOUS = 0.59 AC. = DRAINAGE FLOW ARROW 0.56 701 70 12" PVC 839.46 83775 837.00 0.50 w = WATER LINE PVC - 4- G I = GAS LI N E o' - F.F.E. = FINISH FLOOR ELEVATION . : z ',- -0 Ln • . o p .. 'v � i� o TC = TOP OF (MANHOLE / INLET) CASTING � ° � 0 �' X °' Q � `�•' INV = INVERT (BOTTOM) ELEVATION OF (MANHOLE INLET) W .-, O Q � Q Z E �- E x E E ' • `- RCP _ REINFORCED CONCRETE PIPE p a 0C) � o ,a � d o a " � w x W 0 < ° CMP = CORRUGATED METAL PIPE a Q 4, Q U Q PVC POLY - VINYL CHLORIDE PIPE �, � o STR. = STRUCTURE x E cn E v E E E E M.E.G. = MATCH EXISTING GRADE 0 0 0 0 0 0 0 0 SSD = SUB - SURFACE DRAINAGE w h X07T__ cn�rocv o N N o r- .- r- .- TOC = TOP OF CURB Q o o o ° ° ,-- N N GUT = GUTTER . OUL - OVERHEAD UTILITY LINE z T - TELEPHONE LINE .2 [I- or_ 01:� cc_ It TBM - TEMPORARY BENCHMARK o w w w w w E -- ELECTRIC LINE U z z z z z 0 0 CD CD 0 XX - PARKING COUNT w w w w w w °' . z J _.J J J _J p of w p w w w w I - Q_Q.�000Q wwwwwwww (n (n (n (n (n Vol (n (n zzzzzzzz GRADING PLAN 1 WATER QUALITY 1310 -POND . � U., w w w w w w w w Q U2_1 rvNU uU[Ltl STRUCTURE O6" PERFORATED SSD "1 EXISTING STORM SEWER - STRUCTURE -DATA TABLE PERVIOUS = 1.32 AC. IMPERVIOUS = 0.00 AC. PROPOSED SIZE TYPE PERVIOUS = 0.73 AC. IMPERVIOUS = 0.59 AC. allowable release rates. The total existing House Investments site is 1.32 -acres in the Kite Spring Mill II, LLC Business Park. The lot is entirely covered in grass or woods. The overall drainage for the Kite Spring Mill II, LLC Business Park is collected into a storm infrastructure system that consists of storm piping and ponds. The storm system collects runoff from all of the commercial parcels and conveys the storm water into a central detention pond at the southern portion of the park. The storm water for the House Investments tract presently drains into the overall system at two locations. The eastern 50' portion along N. Illinois Avenue flows into the street inlets along the western portion of Illinois Street that flow south into the detention pond. The western portion generally flows across the grass and woods into the existing detention pond located along the south property line of the subject tract. The proposed eastern 50' portion along N. Illinois Street will continue to drain into the ,existing roadside drain system. The majority of the remaining acreage will drain into and through the proposed bio- retention swale before entering the existing detention pond along the southern property line. There is no off -site or upstream drainage collected or outlet onto this site. The post - developed ?_ -year rate for the site is 1.76 cfs. The post - developed 10 -year rate for the site is 4.25. cfs. The post - developed 100 -year rate for the site is 6.43 cfs. The aditional required storage volume for the site is 0.09 ac -ft. The additional storage volume provided is 0.145 ac -ft at the bio- retention swale. 3 SCALE: 1 " - 20' - - - - -- s o 10 20 1 40 2 REMARKS STR. 701 IS AN END SECTION - __ STR. 801 IS AN AGRI DRAIN, BD12 -12" YELLOW BAR GUARD STIR. 809-19 AN AGRI DRAIN, 131310 -10" YELLOW BAR GUARD Call 1- 800- 382 -5544 2 WORKING DAYS BEFORE YOU DIG. 19I T 9S THE LA N INDIANA UNDERGROUND PROTECTION SERVICE, INC. ACALITION11 THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (INCLUDING, BUT NOT LIMITED T0, MANHOLES, INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY OTHER) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION PLEASE CALL OHOLEY MOLEY 1- 800 -382 -5544 TOLL FREE ```������llliltll / / /��'/ ��``` '� • S HEN �''�. .,\ �S NF �.� PSIS 1' E,� % 4'p__ 9ti No. 10200392 = -`o -o � STATE CF p, w �: '4, �'`` AND IA N . e 4 �� `�N 'i/ 0 �� �� 1 �i �O NA L ����� M I-Z-10 :f - K JAMES K. SHINNEMAN P.E. 10200392 - U . H 0 . . I � . U :z; d d Q-4 � 7 1 U � W ° v 9 0 C/) o CO �9 "I C, :4 d '11* �_q Cn � Q4 9 •cam ° �d Q (/) r� E-� E4 C/D 0 � CO 1�14 � � C3 � N d . "Id 0 I �,-,,�- :4 lvl�,�. ,+�; � 9 W CQ W r::) * C/) � (:' ° 0 0 ziz O 41 � � •"- :�!; W ~ W o E-4 Q. . � P--q ° Q1.1 ° d a SHEET NO.. 0 ..... PROJECT N0. W _� - i . I STORM SEWER - STRUCTURE -DATA TABLE PIPE ELEVATIONS GRADE CONNECT TO L.F. SIZE TYPE TC = UPSTM DIVSTM % STRl1CT. 108 15" RCP 838.10 834.10 833.50 0.56 701 70 12" PVC 839.46 83775 837.00 0.50 69 10" PVC IN 839.4b 837.23 837.00 0.34 801 gpg allowable release rates. The total existing House Investments site is 1.32 -acres in the Kite Spring Mill II, LLC Business Park. The lot is entirely covered in grass or woods. The overall drainage for the Kite Spring Mill II, LLC Business Park is collected into a storm infrastructure system that consists of storm piping and ponds. The storm system collects runoff from all of the commercial parcels and conveys the storm water into a central detention pond at the southern portion of the park. The storm water for the House Investments tract presently drains into the overall system at two locations. The eastern 50' portion along N. Illinois Avenue flows into the street inlets along the western portion of Illinois Street that flow south into the detention pond. The western portion generally flows across the grass and woods into the existing detention pond located along the south property line of the subject tract. The proposed eastern 50' portion along N. Illinois Street will continue to drain into the ,existing roadside drain system. The majority of the remaining acreage will drain into and through the proposed bio- retention swale before entering the existing detention pond along the southern property line. There is no off -site or upstream drainage collected or outlet onto this site. The post - developed ?_ -year rate for the site is 1.76 cfs. The post - developed 10 -year rate for the site is 4.25. cfs. The post - developed 100 -year rate for the site is 6.43 cfs. The aditional required storage volume for the site is 0.09 ac -ft. The additional storage volume provided is 0.145 ac -ft at the bio- retention swale. 3 SCALE: 1 " - 20' - - - - -- s o 10 20 1 40 2 REMARKS STR. 701 IS AN END SECTION - __ STR. 801 IS AN AGRI DRAIN, BD12 -12" YELLOW BAR GUARD STIR. 809-19 AN AGRI DRAIN, 131310 -10" YELLOW BAR GUARD Call 1- 800- 382 -5544 2 WORKING DAYS BEFORE YOU DIG. 19I T 9S THE LA N INDIANA UNDERGROUND PROTECTION SERVICE, INC. ACALITION11 THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (INCLUDING, BUT NOT LIMITED T0, MANHOLES, INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY OTHER) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION PLEASE CALL OHOLEY MOLEY 1- 800 -382 -5544 TOLL FREE ```������llliltll / / /��'/ ��``` '� • S HEN �''�. .,\ �S NF �.� PSIS 1' E,� % 4'p__ 9ti No. 10200392 = -`o -o � STATE CF p, w �: '4, �'`` AND IA N . e 4 �� `�N 'i/ 0 �� �� 1 �i �O NA L ����� M I-Z-10 :f - K JAMES K. SHINNEMAN P.E. 10200392 - U . H 0 . . I � . U :z; d d Q-4 � 7 1 U � W ° v 9 0 C/) o CO �9 "I C, :4 d '11* �_q Cn � Q4 9 •cam ° �d Q (/) r� E-� E4 C/D 0 � CO 1�14 � � C3 � N d . "Id 0 I �,-,,�- :4 lvl�,�. ,+�; � 9 W CQ W r::) * C/) � (:' ° 0 0 ziz O 41 � � •"- :�!; W ~ W o E-4 Q. . � P--q ° Q1.1 ° d a SHEET NO.. 0 ..... PROJECT N0. W _� - i . I t( O V ` I N O n O 4) c O U _C) C: O N O n r t O O N T_ Z 1-- 7 O d C\4 C-1 C) rn CNJ C) c) cv cl\j } _o V i Ln N 0 r` 0 / E o c Ln 0 0 c I co LO o N O O N O N � 0 0 � CD v N =o� U 11 J CD �o >- tj 1 cp Q tei U 0 10 I g 8 7 I b 5 4 1 3 NOTES: 1. WET MESIC PRAIRIE MIX IS A SEED MIX. THERE ARE NO PLUGS TO INSTALL 2. ALL SEEDING AND LANDSCAPING PLANTS WILL BE INSTALLED IN THE SPRING OF 2008. CHECK ALL PLANTING SCHEDULES AND PLANT WARRANTEE PAPERWORK FOR BEST INSTALLATION INSTRUCTIONS. 3. THE WET MESIC PRAIRIE MIX SEEDING IS TO. BE COVERED WITH A S758N BIONET SINGLE NET EROSION CONTROL BLANKET. THIS BLANKET IS BIODEGRADING AND WILL NOT NEED TO BE REMOVED. 4. THE 810- DETENTION SWALE IS NOT BE MOWED OR CUT, ONLY CHECK PLANTS FOR REPLACEMENT. CHECK FOR ALL EVASIVE VEGETATION AND REMOVE IT FROM THE BIO - DETENTION SWALE AREA. REPAIR ALL DAMAGE TO BANKS. 5. NO SUBSTITUTIONS OF PLANT MATERIAL WILL BE ALLOWED. 6. ALL PLANTS ARE TO MEET .OR EXCEED AMERICAN STANDARDS FOR NURSERY STOCK, 2004 EDITION, AS SET FORTH BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION. 7. ALL NEW LANDSCAPE PLANTINGS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FOLLOWING FINAL INSPECTION BY LANDSCAPE DESIGNER AND CITY OF CARMEL INSPECTOR. AT THE END OF THIS PERIOD, PLANT MATERIAL TERMED DEAD OR UNSATISFACTORY BY LANDSCAPE DESIGNER AND CITY OF CARMEL INSPECTOR SHALL BE REPLACED AT NO ADDITIONAL CHARGE BY THE LANDSCAPE CONTRACTOR. LANDSCAPE PLAN NOTEO O1 LAWN TO BE PERMANENT SEEDED WITH KENTUCKY BLUEGRASS SEED OR APPROVED ALTERNATE. (TYP) SEE. CHART ON EROSION CONTROL CHEST c104. 2 SOD; ALL SOD SHALL BE CERTIFIED GRADE CULTIVATED GRASS SOD OF BLUEGRASS, OR "ADVENTURE BLEND". TURF TYPE TALL FESCUE (BY GENERAL CONTRACTOR). O NATURAL LANDSCAPE BED EDGE. mO NOT USED (:D WET MESIC PRAIRIE SEED MIX. OVERLAY SEED AREA WITH EROSION CONTROL BLANKET: NORTH AMERICAN GREEN BIO —NET: S758N OR APPROVED EQUAL. IN ADDITION, SURROUND SEEDED AREA WITH TEMPORARY PLASTIC FENCING: TENAX MODEL: CINTOFLEX C O TENAX— CINTOFLEX C TYPE FENCE 4 2 1 1 GENERAL NOTES: 1. IN CASE OF. DISCREPANCIES BETWEEN THE PLAN AND THE PLANT LIST, THE PLAN SHALL DICTATE. IF IN QUESTION, CONTACT THE LANDSCAPE DESIGNER. 2. ALL SHRUBS PLANTING AREAS TO BE COVERED WITH 4" THICK LAYER OF SHREDDED HARDWOOD BARK MULCH. ALL GROUND COVER BEDS SHALL BE COVERED WITH 1 " SHREDDED HARDWOOD BARK MULCH. BARK MULCH SHALL BE APPROVED BY LANDSCAPE DESIGNER AND SHALL BE UNIFORM IN TEXTURE AND COLOR AND SHALL BE OBTAINED FROM SAWMILL OR LUMBERING OPERATIONS.NO UTILITY MULCH OR PROCESSED TREE TRIMMINGS WILL BE ALLOWED. 3. AN APPROVED PRE - EMERGENT HERBICIDE SHALL BE APPLIED IN ALL PLANTING AND GROUND.:COVER BEDS AT RATES SPECIFIED BY MANUFACTURER FOR EACH VARIETY OF PLANT. 4. FINAL PLACEMENT OF PLANT MATERIALS, ETC. SHALL BE APPROVED BY LANDSCAPE ARCHITECT BEFORE PLANTING OPERATIONS ARE TO PROCEED. ALL TREE LOCATIONS SHALL BE MARKED WITH A WOODED STAKE INDICATING VARIETY AND SIZE OF TREE. ALL GROUND COVER AND MULCH BED LINES SHALL BE MARKED .BY A HIGHLY VISIBLE PAINT LINE WITH OCCASIONAL WOOD STAKES FOR REFERENCE. ALL STAKES SHALL BE REMOVED FOLLOWING PLANTINGS OPERATIONS. LANDSCAPE DESIGNER RESERVES THE RIGHT TO ADJUST PLANT LOCATIONS ON SITE. 5. NO SUBSTITUTIONS OF PLANT MATERIAL WILL BE ALLOWED. IF PLANTS ARE SHOWN TO BE UNAVAILABLE, THE CONTRACTOR SHALL NOTIFY LANDSCAPE DESIGNER PRIOR TO BID DATE IN WRITING. ALL PLANTS SHALL BE INSPECTED AND TAGGED WITH PROJECT IDENTIFICATION AT NURSERY OR CONTRACTORS OPERATION PRIOR TO MOVING TO JOB SITE. PLANTS MAY ALSO BE INSPECTED AND APPROVED OR REJECTED ON THE JOB SITE. 6. ALL PLANTS ARE TO MEET OR EXCEED AMERICAN STANDARDS FOR NURSERY STOCK, 2004 EDITION, AS SET FORTH BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION. 7. PLANTS AND ALL OTHER MATERIALS TO BE STORED ON SITE WILL BE PLACED WHERE THEY WILL NOT CONFLICT WITH CONSTRUCTION OPERATIONS AND AS DIRECTED BY OWNER. 8. ALL NEW LANDSCAPE PLANTING S SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FOLLOWING FINAL INSPECTION BY LANDSCAPE DESIGNER. AT THE END OF THIS PERIOD, PLANT MATERIAL TERMED DEAD OR UNSATISFACTORY BY LANDSCAPE DESIGNER SHALL BE REPLACED AT NO ADDITIONAL CHARGE BY THE LANDSCAPE CONTRACTOR. 9. THE LANDSCAPE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES THAT MAY BE REQUIRED FOR HIS /HER PORTION OF WORK. 10. PEAT MOSS TO BE USED ON PROJECT SHALL BE A DOMESTIC OR IMPORTED MATERIAL, CHOCOLATE BROWN IN COLOR AND COMPOSED OF PARTIALLY DECOMPOSED VEGETABLE MATERIAL. PEAT MOSS TO ALSO BE MILDLY ACIDIC IN CHARACTER AND SHALL MEET APPROVAL OF LANDSCAPE DESIGNER. 11. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE DESIGNER IN WRITING PRIOR TO BID DATE OF ANY PLANTS THAT HE /SHE FEELS MAY NOT SURVIVE IN LOCATIONS NOTED. 12. ALL LANDSCAPING PLANTINGS TO BE MAINTAINED FOR ONE (1) YEAR FOLLOWING TURNOVER. MAINTENANCE TO INCLUDE WATERING, WEEDING, CULTIVATION, MULCHING, MOWING AND ALL OTHER NECESSARY OPERATIONS REQUIRED FOR PROPER ESTABLISHMENT OF PLANTINGS. NOTE: AT END OF MAINTENANCE PERIOD, CONTRACTOR TO REMOVE GUYING AND STAKING FROM TREES. 13. CONTRACTOR TO SUBMIT UNIT PRICES ON EVERY TYPE OF WORK AS REQUESTED BY LANDSCAPE DESIGNER. 14. BACKFILL FOR TREE AND SHRUB PLANTING SHALL BE 75% APPROVED TOPSOIL AND 25% APPROVED PEAT MOSS. TOP LAYER OF BACKFILL SHALL BE 100% EXISTING TOPSOIL. A 5 -10 -5 ANALYSIS SLOW RELEASE FERTILIZER SHALL BE INCORPORATED INTO BACKFILL AT APPROVED RATES. 15. PROVIDE MINIMUM 4" PLANTING SOIL IN ALL GROUND COVER AND FLOWER AREAS WITH MIXTURE COMPRISING OF ONE PART COMMERCIAL GRADE 'POTTING SOIL,' 5 PARTS TOPSOIL AND 4 PARTS PEAT MOSS. A FULL 4" LAYER OF APPROVED SHREDDED FIBROUS PEAT MOSS MAY BE USED IN LIEU OF PLANTING MIX. 16. PLANTS SHALL BEAR A TAG SHOWING GENUS, SPECIES AND VARIETY. 17. PLANTS SHALL BE CERTIFIED BY THE STATE OF INDIANA DEPARTMENT OF NATURAL RESOURCES AND FREE FROM DISEASE OR HAZARDOUS INSECTS. 18. GENERAL CONTRACTOR TO PROVIDE 6" MIN. APPROVED TOPSOIL BETWEEN BUILDING AND .SIDEWALK OR CURB.. COORDINATE W /ARCHITECTURAL DRAWINGS 19. MULCH TO BE PLACED AROUND ALL TREES AND WITHIN ALL BEDS UNLESS OTHERWISE NOTED. PLANTS TO AVOID AND REMOVE: UNWANTED WOODY PLANTS FOR BIO — DETENTION SWALE AREAS ARE: SILVER MAPLE, COTTONWOODS, AND WILLOWS. INVASIVE SPECIES FOR BIO — DETENTION SWALE AREAS ARE: REED CANARY GRASS, PURPLE LOOSSESTRIFE, AND COMMON REED. SCALE: 1." = 2o o 10 20 40 Call 1- 800 - 382 -5544 2 WORKING DAYS BEFORE YOU DIG, "IT'S THE LAW " iMWNA UNDERGROUND PROTECTION SERVICE, INC. C 0 THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY OTHER) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION PLEAM CALL 14OW MOI.EY 1- 800-3= -5w TOLL FREE 3 I Z I 1 �kn Otqqr O U oR 00 ri�0 x k=4 m 00 P4 o � T z w T a� IF o 71 00 W� a� N A �O T1 -e4 a 0 W � �o� z P-4 o�' W z o U w o zN wo O j X E Q w o �� E co w w x c� ra la U Q E E E v E E E E '- ©© ©ono ©oo co q w rivi•- oorn�0N* -- E-+ O N N CO s�- r-- r- CN C5 ci Q Q a O N 0 ': z Li w wwwww p w w w w w w U z z z z z z z z z z z z z w wwwww -1 _j Qzrr�o'cr�a'� 3t aI -aaaaa t — ODUUUUUU ct Iz0�0� cy_Qf w (h [If wwwwwwwww aao_a.a.a.a.�a z z z z z z z z z 000000000 cri � F4 rzo✓cr�rz�rrc� `,``�`��� 111 I I ► tttl���, /i vJAM•� % %, R. 9 No. 20700127 = STATE OF V Gxx •� 'y /gyp NP.. •� �� •,,�� 011 ilili111\ SHAUN M. N 20700127 w w Fq � w D � �DU W Cr :2� CO 1:4 �d w� 0 0 E-� � o x C3 W d � • N FO v W � o W � o � � o E,-,q - QD C41 a Lo o 0 a � 4 SHEET N0. ° C107 PROJECT N0, W0%.251 DIET MESIC MIX BOTANICAL NAME COMMON NAME Oz. /Rc. GRASSES AND SEDGES ANDROPOGON GERARDII BIG BLUESTEM 16 CARER ANNECTANS XANTHOCARPA YELLOW FOX SEDGE 2 CARER FRANKII FRANK'S SEDGE 2 CARER VULPINOIDEA FOX SEDGE 6 ELYMUS CANADENSIS CANADA WILD RYE 32 ELYMUS VIRGINICUS VIRGINIA WILD RYE 32 GLYCERIA STRIATA FOWL MANNA GRASS 2 PANICUM VIRGATUM SWITCHGRASS 4 SORGHASTRUM NUTANS INDIAN GRASS 16 TOTAL: 112 FORBS ASTER ERICOIDES HEATH ASTER 1 ASTER NOVAE- ANGLIAE NEW ENGLAND ASTER 2 BAPTISIA LEUCANTHA WHITE FALSE INDIGO 2 CASSIA HEBECARPA WILD SENNA 3 COREOPSIS TRIPTERIS TALL COREOPSIS 3 ECHINACEA PURPUREA PUPLE CONEFLOWER 4 HELIOPSIS HEUANTHOIDES FALSE SUNFLOWER 3 LIATRIS SPICATA DENSE BLAZING STAR 2 MONARDA FISTULOSA BERGAMOT 1 PENSTEMON DIGITALIS FOXGLOVE BEARDTONGUE 2 PYCNANTHEMUM VIRGINIANUM MOUNTAIN MINT 1 R,4TIBIDA PINNATA YELLOW CONEFLOWER 4 RUDBECKIA FULGIDA SPECIOSA SHOWY BLACK EYED SUSSAN 3 RUDBECKIA HIRTA BLACK -EYED SUSAN 4 RUDBECKIA SUBTOMENTOSA SWEEP BLACK EYED SUSAN 3 SILPHIUM INTEGRIFOLIUM ROSINWEEK 2 SILPHIUM TEREBINTHINACEUM PRAIRIE DOCK 2 SOLIDAGO RIDDELLiI RIDDELL'S GOLDENROD 1 SOLIDAGO RIGIDA STIFF GOLDENROD z VERNONIA FASCICUTATA SMOOTH IRONWEED 2 VERONICASTRUM VIRGINICUM CULVER'S ROOT 1 TOTAL 48 4 2 1 1 GENERAL NOTES: 1. IN CASE OF. DISCREPANCIES BETWEEN THE PLAN AND THE PLANT LIST, THE PLAN SHALL DICTATE. IF IN QUESTION, CONTACT THE LANDSCAPE DESIGNER. 2. ALL SHRUBS PLANTING AREAS TO BE COVERED WITH 4" THICK LAYER OF SHREDDED HARDWOOD BARK MULCH. ALL GROUND COVER BEDS SHALL BE COVERED WITH 1 " SHREDDED HARDWOOD BARK MULCH. BARK MULCH SHALL BE APPROVED BY LANDSCAPE DESIGNER AND SHALL BE UNIFORM IN TEXTURE AND COLOR AND SHALL BE OBTAINED FROM SAWMILL OR LUMBERING OPERATIONS.NO UTILITY MULCH OR PROCESSED TREE TRIMMINGS WILL BE ALLOWED. 3. AN APPROVED PRE - EMERGENT HERBICIDE SHALL BE APPLIED IN ALL PLANTING AND GROUND.:COVER BEDS AT RATES SPECIFIED BY MANUFACTURER FOR EACH VARIETY OF PLANT. 4. FINAL PLACEMENT OF PLANT MATERIALS, ETC. SHALL BE APPROVED BY LANDSCAPE ARCHITECT BEFORE PLANTING OPERATIONS ARE TO PROCEED. ALL TREE LOCATIONS SHALL BE MARKED WITH A WOODED STAKE INDICATING VARIETY AND SIZE OF TREE. ALL GROUND COVER AND MULCH BED LINES SHALL BE MARKED .BY A HIGHLY VISIBLE PAINT LINE WITH OCCASIONAL WOOD STAKES FOR REFERENCE. ALL STAKES SHALL BE REMOVED FOLLOWING PLANTINGS OPERATIONS. LANDSCAPE DESIGNER RESERVES THE RIGHT TO ADJUST PLANT LOCATIONS ON SITE. 5. NO SUBSTITUTIONS OF PLANT MATERIAL WILL BE ALLOWED. IF PLANTS ARE SHOWN TO BE UNAVAILABLE, THE CONTRACTOR SHALL NOTIFY LANDSCAPE DESIGNER PRIOR TO BID DATE IN WRITING. ALL PLANTS SHALL BE INSPECTED AND TAGGED WITH PROJECT IDENTIFICATION AT NURSERY OR CONTRACTORS OPERATION PRIOR TO MOVING TO JOB SITE. PLANTS MAY ALSO BE INSPECTED AND APPROVED OR REJECTED ON THE JOB SITE. 6. ALL PLANTS ARE TO MEET OR EXCEED AMERICAN STANDARDS FOR NURSERY STOCK, 2004 EDITION, AS SET FORTH BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION. 7. PLANTS AND ALL OTHER MATERIALS TO BE STORED ON SITE WILL BE PLACED WHERE THEY WILL NOT CONFLICT WITH CONSTRUCTION OPERATIONS AND AS DIRECTED BY OWNER. 8. ALL NEW LANDSCAPE PLANTING S SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FOLLOWING FINAL INSPECTION BY LANDSCAPE DESIGNER. AT THE END OF THIS PERIOD, PLANT MATERIAL TERMED DEAD OR UNSATISFACTORY BY LANDSCAPE DESIGNER SHALL BE REPLACED AT NO ADDITIONAL CHARGE BY THE LANDSCAPE CONTRACTOR. 9. THE LANDSCAPE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES THAT MAY BE REQUIRED FOR HIS /HER PORTION OF WORK. 10. PEAT MOSS TO BE USED ON PROJECT SHALL BE A DOMESTIC OR IMPORTED MATERIAL, CHOCOLATE BROWN IN COLOR AND COMPOSED OF PARTIALLY DECOMPOSED VEGETABLE MATERIAL. PEAT MOSS TO ALSO BE MILDLY ACIDIC IN CHARACTER AND SHALL MEET APPROVAL OF LANDSCAPE DESIGNER. 11. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE DESIGNER IN WRITING PRIOR TO BID DATE OF ANY PLANTS THAT HE /SHE FEELS MAY NOT SURVIVE IN LOCATIONS NOTED. 12. ALL LANDSCAPING PLANTINGS TO BE MAINTAINED FOR ONE (1) YEAR FOLLOWING TURNOVER. MAINTENANCE TO INCLUDE WATERING, WEEDING, CULTIVATION, MULCHING, MOWING AND ALL OTHER NECESSARY OPERATIONS REQUIRED FOR PROPER ESTABLISHMENT OF PLANTINGS. NOTE: AT END OF MAINTENANCE PERIOD, CONTRACTOR TO REMOVE GUYING AND STAKING FROM TREES. 13. CONTRACTOR TO SUBMIT UNIT PRICES ON EVERY TYPE OF WORK AS REQUESTED BY LANDSCAPE DESIGNER. 14. BACKFILL FOR TREE AND SHRUB PLANTING SHALL BE 75% APPROVED TOPSOIL AND 25% APPROVED PEAT MOSS. TOP LAYER OF BACKFILL SHALL BE 100% EXISTING TOPSOIL. A 5 -10 -5 ANALYSIS SLOW RELEASE FERTILIZER SHALL BE INCORPORATED INTO BACKFILL AT APPROVED RATES. 15. PROVIDE MINIMUM 4" PLANTING SOIL IN ALL GROUND COVER AND FLOWER AREAS WITH MIXTURE COMPRISING OF ONE PART COMMERCIAL GRADE 'POTTING SOIL,' 5 PARTS TOPSOIL AND 4 PARTS PEAT MOSS. A FULL 4" LAYER OF APPROVED SHREDDED FIBROUS PEAT MOSS MAY BE USED IN LIEU OF PLANTING MIX. 16. PLANTS SHALL BEAR A TAG SHOWING GENUS, SPECIES AND VARIETY. 17. PLANTS SHALL BE CERTIFIED BY THE STATE OF INDIANA DEPARTMENT OF NATURAL RESOURCES AND FREE FROM DISEASE OR HAZARDOUS INSECTS. 18. GENERAL CONTRACTOR TO PROVIDE 6" MIN. APPROVED TOPSOIL BETWEEN BUILDING AND .SIDEWALK OR CURB.. COORDINATE W /ARCHITECTURAL DRAWINGS 19. MULCH TO BE PLACED AROUND ALL TREES AND WITHIN ALL BEDS UNLESS OTHERWISE NOTED. PLANTS TO AVOID AND REMOVE: UNWANTED WOODY PLANTS FOR BIO — DETENTION SWALE AREAS ARE: SILVER MAPLE, COTTONWOODS, AND WILLOWS. INVASIVE SPECIES FOR BIO — DETENTION SWALE AREAS ARE: REED CANARY GRASS, PURPLE LOOSSESTRIFE, AND COMMON REED. SCALE: 1." = 2o o 10 20 40 Call 1- 800 - 382 -5544 2 WORKING DAYS BEFORE YOU DIG, "IT'S THE LAW " iMWNA UNDERGROUND PROTECTION SERVICE, INC. C 0 THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY OTHER) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION PLEAM CALL 14OW MOI.EY 1- 800-3= -5w TOLL FREE 3 I Z I 1 �kn Otqqr O U oR 00 ri�0 x k=4 m 00 P4 o � T z w T a� IF o 71 00 W� a� N A �O T1 -e4 a 0 W � �o� z P-4 o�' W z o U w o zN wo O j X E Q w o �� E co w w x c� ra la U Q E E E v E E E E '- ©© ©ono ©oo co q w rivi•- oorn�0N* -- E-+ O N N CO s�- r-- r- CN C5 ci Q Q a O N 0 ': z Li w wwwww p w w w w w w U z z z z z z z z z z z z z w wwwww -1 _j Qzrr�o'cr�a'� 3t aI -aaaaa t — ODUUUUUU ct Iz0�0� cy_Qf w (h [If wwwwwwwww aao_a.a.a.a.�a z z z z z z z z z 000000000 cri � F4 rzo✓cr�rz�rrc� `,``�`��� 111 I I ► tttl���, /i vJAM•� % %, R. 9 No. 20700127 = STATE OF V Gxx •� 'y /gyp NP.. •� �� •,,�� 011 ilili111\ SHAUN M. N 20700127 w w Fq � w D � �DU W Cr :2� CO 1:4 �d w� 0 0 E-� � o x C3 W d � • N FO v W � o W � o � � o E,-,q - QD C41 a Lo o 0 a � 4 SHEET N0. ° C107 PROJECT N0, W0%.251 0) s U 0 l N Q r, 0 E 0 to 0 C- 0 L6 U .I r � o � N C) 0; U O } L � n C) EE o Q o s �'- z = U } N U W � CD f- w d O w {- U } r--- O 0 Q Q -I 4) v maim 10 9 R 7 6 1" HMA #11 SURFACE 2" HMA #8 BINDER 5" #53 STONE (COMPACTED) - I�I.- �III�IIIiI PREPARED SUBGRADE © KAi iI TI.i IOC" A(ZDUAI T DA7Li (NO SCALE) 1 "-- H.A.C. SURFACE 2 "- H.A.C. BINDER 6 " - #53 AGGREGATE i - �cotiiaFCrco suesuRFncE ASPHALT PAVING SECTION (NO SCALE) NOTE: PAVING SECTION PROVIDED WITHOUT BENEFIT OF A GEOTECHNICAL REPORT. IT IS RECOMMENDED THAT A GEOTECHNICAL REPORT BE FURNISHED WITH PAVEMENT SECTION RECOMMENDATIONS. ADJUST ABOVE SECTION AS REQUIRED TO MATCH GEOTECHNICAL RECOMMENDATIONS. NOTES ' Lid Flush 6 See Standard Drawing E 604 - SWCR -02 10. See Standard Drawing E 604 - SWCR -03 With Grade For groove details. for typical ramp construction details. 7 See Standard Drawing E 604 - SWCR -02 5' rTl for details of detectable warnings surface. and -02 for Location Plan and • , ... ,• Indicated area denotes pay limits HDPE Sleeve** a� Curb optional. Shall be used when �? - A A necessary based on field conditions. 8.33 % + 5 % = 13.33 % > 11 °lo � . �� •��r� . ,,��► •�r� . •:rte .• .• • •,;� .ern ..,�� ..�� •�r.�• � •ter.! � • •�� • •�r�r ..� •�.+ �.�ati• � ter. . 1" HMA #11 SURFACE 2" HMA #8 BINDER 5" #53 STONE (COMPACTED) - I�I.- �III�IIIiI PREPARED SUBGRADE © KAi iI TI.i IOC" A(ZDUAI T DA7Li (NO SCALE) 1 "-- H.A.C. SURFACE 2 "- H.A.C. BINDER 6 " - #53 AGGREGATE i - �cotiiaFCrco suesuRFncE ASPHALT PAVING SECTION (NO SCALE) NOTE: PAVING SECTION PROVIDED WITHOUT BENEFIT OF A GEOTECHNICAL REPORT. IT IS RECOMMENDED THAT A GEOTECHNICAL REPORT BE FURNISHED WITH PAVEMENT SECTION RECOMMENDATIONS. ADJUST ABOVE SECTION AS REQUIRED TO MATCH GEOTECHNICAL RECOMMENDATIONS. Service Saddle Must Be Omitted For Services l " And Smaller And Direct Taps Made to Ductile Iron Pipe, Class 350 Or Greater. (verify With Owner For Pressure Class DIP.) ** For all Service Lines installed Under Pavement Install HDPE Sleeve Under Pavement Section. -T d l ',. 1> 'i �r TITLE: ' CITY OF CARMEL RESIDENTIAL A ATER SERVICE STAN DARD .DETAILS (NO CURB STOP) DETAIL DRAWN BY- DRAWING NAPE: DATE: AWX112007 SCALD,: NOT TO SCALD: CROSSROAD ENGINEERS, PC Cff4-3 �i5�j • ao 00 •a oo -oo � ` o � �t o 0. `K �oPe 12 , 1 ' NOTES ' Lid Flush 6 See Standard Drawing E 604 - SWCR -02 10. See Standard Drawing E 604 - SWCR -03 With Grade For groove details. for typical ramp construction details. 7 See Standard Drawing E 604 - SWCR -02 5' rTl for details of detectable warnings surface. and -02 for Location Plan and • , ... ,• Indicated area denotes pay limits HDPE Sleeve** a� Curb optional. Shall be used when �? - A A necessary based on field conditions. 8.33 % + 5 % = 13.33 % > 11 °lo Incase of concrete driveway there will be (Under Pvmn t) .� PLACED AT 6" C. ON C. C� The bottom edge of the curb ramp shall be G7 �. COMBINED DEPRESSED CURB AND GUTTER NOTE.' NO SCALE pattern NOTES: �s• � /OR SIDEWALK SHALL BE SIMILAR SHAPE SHALL CONFORM TO THE LASTEST REVISION OF THE CITY OF CARMEL W CONCRETE CURB POLICY. �, I� I Or Smaller Service Line FOR LOCAL ROADS FACE OF CURB IS TO BE 6 3/4 ", BACK OF CURB 12 3/4" CD ALL OTHER ROADS FACE OF CURB IS TO BE 7 1/2 , BACK OF CURB 13 1/2" IN DETECTABLE CTABLE WARNING xceeds 11% may b ®monolitic with O have maximum cross slope of 5o: 1 in any level qtr; p Shall Be Direct Tap Unless direction. When site infeasibility precludes a landing slope of 50 : 1 in any direction, the elements Detectable warning •+- CHANGE OF GRADE Q O 6 If site infeasibility Approved By Carmel Utili ties. 2', 2.. 2., precludes construction to the width shown, the landing width may be PA VEMENT 0.3" 2) Corporation Stop Shall Be decreased to 3' -0 minimum. The running �D0-1 t Block Riser Brand And Model Approved By 0 a maximum of 10. 1 for a maximum 6 in. rise. Carmel Utilities. � Copper Service Line ,3 Service Line Tap p Shat! Be DETAIL OF RAiUIP GROOVES w RAMP SURFACE COISMUMN DETAIL Installed With A Min. Horiz. 6• Drainage inlets should be located uphill from Corporation Stop CL. Separation of 24': Tapped Full- Circle Water Main SHEET NO. of travel. Wrap Around Stainless Steel �"'- • 7. �) 2 Inch Ta�1S And Smaller Service Clamp 00 M Length - varies improved access on narrow sidewalks. 5 ' Shall Not Be Installed Within 8. Algebraic difference in grade between the base HOPE Sleeve ** •( of curb ramp and the gutter shall be limited to less Within 18 Inches of Mechanical INDIANA DEPARTMENT OF TRANSPORTATION (Under Pvmnt) than 11 %. If it is not practical, a 2' -0 wide Construction of curb if SIDEWALK CURB RAMPS Joints And Bells. level strip shall be provided. See detail sketch. separated from ramp GENERAL NOTES & DETAILS 9. Tooled ribbing shall be perpendicular to � SEPTEMBER 2003 the direction of travel to cross roadway (parallel to the roadway centerline) c e STANDARD DRAWING NO. E 604 - SWCR -02 ••..,, L WATER METER #5 x 2'- O Z w No. � � -.I/ arm t - Omen► sa2os - 1 8095 - D1 SC14 STANDARDS ENGINEER al%TE ALTERNATE CURB CONSTRUCTION f STATE Ur ,4�i =.�s� �,��°' ,�, lal„x, ,M... N Copper Service Line Service Saddle Must Be Omitted For Services l " And Smaller And Direct Taps Made to Ductile Iron Pipe, Class 350 Or Greater. (verify With Owner For Pressure Class DIP.) ** For all Service Lines installed Under Pavement Install HDPE Sleeve Under Pavement Section. -T d l ',. 1> 'i �r TITLE: ' CITY OF CARMEL RESIDENTIAL A ATER SERVICE STAN DARD .DETAILS (NO CURB STOP) DETAIL DRAWN BY- DRAWING NAPE: DATE: AWX112007 SCALD,: NOT TO SCALD: CROSSROAD ENGINEERS, PC Cff4-3 �i5�j • ao 00 •a oo -oo � ` o � �t o 0. `K �oPe 12 , 1 ' sae�a\k S�ae�a`k S�oPe 9 a 8 r✓ V ' •ter !J r., n NOTES ' 0 6 See Standard Drawing E 604 - SWCR -02 10. See Standard Drawing E 604 - SWCR -03 ro `� - - _ For groove details. for typical ramp construction details. 7 See Standard Drawing E 604 - SWCR -02 11. See Standard Drawing E 604- SWCR -01 rTl for details of detectable warnings surface. and -02 for Location Plan and • , ... ,• Indicated area denotes pay limits General Notes respectively. Sidewalk across approach shall be Curb optional. Shall be used when C - A A necessary based on field conditions. 8.33 % + 5 % = 13.33 % > 11 °lo sae�a\k S�ae�a`k S�oPe 9 a 8 r✓ V ' •ter !J r., n 1/2' PREFORMED JOINT FiLLER 24" 0 6 1g (D 45' ro `� - - _ 1 /2` 0 ' SLOPE TO MATCH ADJACENT CURB 0.4' - 1 /•. CONCRETE PAVEMENT •• . ,. • ' ...• ,. •.. .... CLASS "A" 3 rTl , '; .. CONCRETE ,. o • , ... ,• Q Where site infeasibility precludes construction Sidewalk across approach shall be 11. See Standard Drawing E 604 - SWCR -03 for typical ramp construction details. C - A A 0.911-1 8.33 % + 5 % = 13.33 % > 11 °lo Incase of concrete driveway there will be COMPACTED SUBGRADE 3 - #4 EPDXY COATED BARS G) f �- PLACED AT 6" C. ON C. C� The bottom edge of the curb ramp shall be G7 �. COMBINED DEPRESSED CURB AND GUTTER d �n NO SCALE pattern NOTES: s�JJV v /IY11)' 1 l�C I��J 1r'1LLll {1M, VIr 1111•) X1\fill \V /OR SIDEWALK SHALL BE SIMILAR SHAPE SHALL CONFORM TO THE LASTEST REVISION OF THE CITY OF CARMEL W CONCRETE CURB POLICY. TRUNCATED DOMES - FOR LOCAL ROADS FACE OF CURB IS TO BE 6 3/4 ", BACK OF CURB 12 3/4" CD ALL OTHER ROADS FACE OF CURB IS TO BE 7 1/2 , BACK OF CURB 13 1/2" IN DETECTABLE CTABLE WARNING xceeds 11% may b ®monolitic with O have maximum cross slope of 5o: 1 in any level qtr; p ,...a Z direction. When site infeasibility precludes a landing slope of 50 : 1 in any direction, the elements Detectable warning •+- CHANGE OF GRADE D Rix "All 6" FIBER ADDITIVE REINFORCED CONC. 4 " - #53 STONE CONCRETE PAVING SECTION FOR DUMPSTER (NO SCALE) CLAY TOWNSHIP REGIONAL WASTE DISTRICT SUMMARY OF LATERAL INSTALLATION REQUIRFMFNTS 1. All houses, buildings, etc., shall conned to the Districts sanitary sewer system within 90 days of notice providing a sewer is within 300 feet for Hamilton County or 100 feet for Boone County of the property line. Only one building may connect to they sewer main per lateral unless otherwise approved by the Distract. 2 No foundation or other storm water drains shall be interconnected to the sewer lateral installed and connected to the District's sanitary sewer. 3. The existing sewer line from the building to the septic tank may only be used if it is located under a building addition, patio, porch or paved driveway. Air test is required to show if acceptable for re -use. The property owner shall bear the cost of ail testing. The District inspector must be onsite for the duration of the air test. 4. The owner or contractor shall noflfy the District prior to covering the installed lateral so that the District c,�jn make an inspection to determine compliance with the Districts se•ticr use ordinance. Such notification shaft bC made 24 hours prier to the need for the inspection. If the Inspection fails and a second inspection is required, or contractor is not on site for scheduled inspection, or faits to cancel inspection, an addaional fee of $100.00 will be due Th-s must be paid prior to the time of tree follow up inspection. 5. Property owners are hereby advised that the County Board of Health regulates the operation and maintenance of private sewage disposal (septic) systems. The County Ordinance provides in part that, upon connection to a pt:blic sewer, aseptic tank "...shall be abandoned (pumped dean) and filled completely with earthen material or stone in a safe and sanitary manner." Please contact the appropriate County Board of Health for Further :nfomiation and to notify the department of the abancionrnent 6. Acceptable Pipe Materials: PVC PIPE- SDR 35 or SDR 26, ASTM D3034, SIX INCH PIPE PVC PRESSURE RATED PIPE: SDR 21, ASTM D2241, SIX INCH PIPE RESTRAINED JOINT PVC PIPE (DIRECTIONAL DRILL), Yelornine SRD 21, ASTM D2241, SIX INCH PIPE (use only per approval o` the District Engineer) GASKETED JOINTS' ASTM D3212 GASKETS: ASTM F477 FITTINGS: SDR 26 or better (NO fernca's allowed) DUCTILE IRON MECHANICAL COUPLING VVITH [ "ROPER FITTINGS CLEAN OUTS TO BE LOCATED NO MORE THAN THREE FEET FROM THE FOUNDATION AND NO MORE THAN 100 FEET APART. 7 Bedding: Use Number 8 crushed stone or Number 8 fractured face aggregate Number 8 stone backfill material is to be placed from 6 inches below to 12 inches above the pipe The trench should be a minimum of 18 inches wide (six inches on both sides of the pipe) 8. Laterals shall be installed no closer than 20 feet from water wells unless PVC pressure grace pipe is used meeting SDR 21 and ASTM 022.41 Any proposed installation requiring pressure pipe shall be reviewed and accepted by the District and the District's engineer prior to installation. 9. VVhere a transition is made between SDR 35 pipe and pressure grade SDR 21 pipe, a ductile iron gasketed mechanical coupling shall be used 10. Laterals shall terminate within 3 feet of the building unless the conditions in item #3 above are met, No glued tame sh3 #i be installed outside thr.e feet of buildina founda ion walls 11. Additional informat ,'on on District standards and specifiuitions may be obtainea from the District's office during business hours of &.00a m. to 4'30 p m. Monday through Friday: All District standards can be located on our web site at httI21 /mw ctrvd.orgr. Clay Township Regional Waste District 10701 North College Suite A. Indianapolis, Indiana 46280 Phone. 844 -9200 Fax 844 -9203 12. Septic effluent shall riot be pumped out into the sanitary sewer system. 13. The District shall inspect ALL laterals Please ca ►i the Distrlct offit;e at 844.9200 24 hours prior to tirne of inspection 14 Contractors shall lay 14�t auc�c -solid wire the entire length of the lateral Wife is to be placod on top of the iatcral The District inspector will verify placement of the wire. Aker !nspecGon, bedding is to be pined on top. 15 Call before you dig IUPPS 1-800-332-5544,48 hours; }rior to digging Lateral -rev 03.01 -07rh _ 5 GENERAL NOTES: 0 4 NOTE: ALL PAINT TO BE NON -SKID SURFACE APPLICATION OF CILICA SAND OR GLASS BEAD BY METHOD OF MIXTURE AND OR BROADCASTING. N PROPOSED ADA SIGNS M1 7 1 QC /rT nAl 1 /ALw7r -A "ADA" PARKING SPACES W/ 6 XC6E6 6AWWMESH PROVIDE SAW JOINTS MAX 10' -0" ON CENTER 3" COMPACTED AGGREGATE N0. 53 STONE 3" COMPACTED AGGREGATE N0. 2 STONE CONCRETE PAVEMENT SECTION WITHIN ROW 8 I 7 I 6 GENERAL NOTES: 0 J� (D These dimensions are based on a 6 in. curb ro `� - - _ M 3/4" height. They shall be proportionally adjusted 0.4' - �A n(Z- G! fi for other curb heights. ,. o for details of the detectable warning surface. .` .' . • ' ' t Where site infeasibility precludes construction Sidewalk across approach shall be 11. See Standard Drawing E 604 - SWCR -03 for typical ramp construction details. ... - '... :,.,•,: to the width shown, such width may be 0.911-1 8.33 % + 5 % = 13.33 % > 11 °lo Incase of concrete driveway there will be decreased to a minimum of 3' -0. G) f �- 8.33 % maximum Notes respectively. The bottom edge of the curb ramp shall be -�- Section a -a S'° maximum NO SCALE flush with the edge of adjacent pavement pattern OTES: INTEGRAL CURB WiTH CONCRETE PAVEMENT AND and gutter line. /OR SIDEWALK SHALL BE SIMILAR SHAPE Provide 2' -0 level strip if 2'-0 .. W 5 TRUNCATED DOMES - algebraic difference Provide curb as required, CD ""'I Landing areas at the top of curb ramps shall IN DETECTABLE CTABLE WARNING xceeds 11% may b ®monolitic with O Q have maximum cross slope of 5o: 1 in any level qtr; p ,...a Z direction. When site infeasibility precludes a landing slope of 50 : 1 in any direction, the elements Detectable warning •+- CHANGE OF GRADE slope perpendicular to the curb face shall not exceed 50 :1. O 6 If site infeasibility Slope 12 2', 2.. 2., precludes construction to the width shown, the landing width may be PA VEMENT 0.3" decreased to 3' -0 minimum. The running �D0-1 t slope of the curb ramp may be steepened to 0 a maximum of 10. 1 for a maximum 6 in. rise. � Z DETAIL OF RAiUIP GROOVES w RAMP SURFACE COISMUMN DETAIL � � � „ � „ 1"1" T C YP•) 6• Drainage inlets should be located uphill from CL. curb ramps to prevent puddles at the path > > > 66i (Typ.) loop SHEET NO. of travel. O 7. See Standard Drawing E 604 - SWCR -12 for Slope 12: 1 #5 spa. 18" 00 M improved access on narrow sidewalks. PAVEMENT TOOM ZBEM DEW ME WARI+iMELFMW 8. Algebraic difference in grade between the base of curb ramp and the gutter shall be limited to less INDIANA DEPARTMENT OF TRANSPORTATION than 11 %. If it is not practical, a 2' -0 wide Construction of curb if SIDEWALK CURB RAMPS level strip shall be provided. See detail sketch. separated from ramp GENERAL NOTES & DETAILS 9. Tooled ribbing shall be perpendicular to SEPTEMBER 2003 the direction of travel to cross roadway (parallel to the roadway centerline) 1'- 6 STANDARD DRAWING NO. E 604 - SWCR -02 ••..,, ,..•• #5 x 2'- O Z w No. � � -.I/ arm t - Omen► sa2os - 1 8095 - D1 SC14 STANDARDS ENGINEER al%TE ALTERNATE CURB CONSTRUCTION f STATE Ur ,4�i =.�s� �,��°' ,�, lal„x, ,M... 8 I 7 I 6 (NO SCALE) MIN. 24° MIN. 30" MIN. 30" MIN. 30" 72" 60 "- is^ ro LBM BYCYCLE PARKING o T.nC e TrnXT Qr TlU C'� T!'!XT Tr. m w rr RACK MOUNTED IN SIDEWALK /CONCRETE (NO SCALE) BLUE SURFACE BLUE SURFACE SILKSCREEN WHITE LETTERS SILKSCREEN WHITE LETTERS YAH PARMIQ 18" PARfl 18„ oray ONLY 1 " RAD. 1" RAD. ALL CORNERS ALL CORNERS 12" 12,. CAR PARKING SIGN VAN PARKING SIGN NOTE: 12 "X 18" 18 GAUGE HOT DIP GALVANIZED NON- REFLECTIVE SIGN WITH 12' POST DRIVEN 4 FEET INTO GROUND. POST SHALL BE 12' LONG GALVANIZED 2 1/2" OD STEEL POSTS PAINTED GREEN TO MATCH LIGHT POLES SET BOTTOM OF SIGN 7' ABOVE GRADE 11ADA11 SIGNS (NO SCALE) B� -0 ?Q RqM p rr V•-�es Jo rr, o B `lJ •\�' ® N �5 0 J� e��ent © See Standard Drawing E 604- SWCR -02 M 3/4" (d r• �A n(Z- G! fi .r• y ... • , •. : � CLASS "A" ,.. for details of the detectable warning surface. (NO SCALE) MIN. 24° MIN. 30" MIN. 30" MIN. 30" 72" 60 "- is^ ro LBM BYCYCLE PARKING o T.nC e TrnXT Qr TlU C'� T!'!XT Tr. m w rr RACK MOUNTED IN SIDEWALK /CONCRETE (NO SCALE) BLUE SURFACE BLUE SURFACE SILKSCREEN WHITE LETTERS SILKSCREEN WHITE LETTERS YAH PARMIQ 18" PARfl 18„ oray ONLY 1 " RAD. 1" RAD. ALL CORNERS ALL CORNERS 12" 12,. CAR PARKING SIGN VAN PARKING SIGN NOTE: 12 "X 18" 18 GAUGE HOT DIP GALVANIZED NON- REFLECTIVE SIGN WITH 12' POST DRIVEN 4 FEET INTO GROUND. POST SHALL BE 12' LONG GALVANIZED 2 1/2" OD STEEL POSTS PAINTED GREEN TO MATCH LIGHT POLES SET BOTTOM OF SIGN 7' ABOVE GRADE 11ADA11 SIGNS (NO SCALE) B� -0 ?Q RqM p rr V•-�es Jo rr, o B `lJ •\�' ® N 5 ■ trip_ -• \ sod 3 2 O ,--� `O 00 10" DIA. *-+ 'd' O q. �o o 1-o U FACE OF CURB do c,� cV W » 5. °° NOTE: ALL STRIPES TO 1 �� 00000000V� H BE 4" PAINTED WHITE #5 REBAR 1 '--6" • � 5 18" R = WITH 3 " t� O - 7„ /4 HOLE CAS "-4 U NOTE: 20 M x M04 SIGN IS TO BE MOUNTED ON GALVANIZED STEEL U -POST AND MEET IN.D.O.T. AND INDIANA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES�'� 0.5� Qt FOR STREETS AND HIGHWAYS. 3 w W BFy o it „ 4 (TYP) EoOF a STOP S 24 x 24 (NO SCALE) 6.0' �• U X51 Q W� PRECAST CONC. PARKING [� Q BARRIER. WITH 2 - #3 REBARS USE 4000 PSI CONC. Z ADA PA13:��I1�TG SYMBOL DETAIL PARKING B a NO SCALE (NO SCALE) i, V) ao ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF ^� TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL 8 VARIES (SEE PLANS) W OF UNIFORM TRAFFIC CONTROL DEVICES ",LOCAL CODES AND AS a PECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WITH " MANUFACTURER'S INSTRUCTIONS. SCORE 1/4" PER FOOT SLOPE 1 " RAID. 0 RESERVED _ ` o 00 . 1 /8 "RAD° . N A PARKING v .� o CLASS "A THIS SIGN TYPICAL AT ,� I I =, ,• " H 2 a� ALL ACCESSIBLE PARKING ll, � �. L� 00 tr '� SPACES 4" COMPACTED II„ ° PAVEMENT Z F-� GRANULAR BASE i-I W THIS SIGN TYPICAL AT 6„ ALL VAN ACCESSIBLE VAN 12„ X 6" PARKING SPACES CCESSIBLE W . o� W PENALTY SIGN WITH WTEGRAL WALK U r`"+ M-� 12 X 9" WORDING AS REQUIRED H BY STATE OP LOCAL LAW 3 LBS. /FT. GALVANIZED CHANNEL SIGN POST PER INDOT STANDARD Ln SPECIFICATION SEC. 910.14. LLJ z USE 6" PIPE BOLLARD FILLED W/ CONCRETE ONLY WHEN SIGN IS IN PAVED AREA OR SIDEWALK 4 e SLOPE TOP OF CONCRETE GROUND /PAVING SURFACE • a 3500 P.S.I. v 'I / \� \ \\ \ \ \ \ / \\ P.C. CONCRETE ° / %�j \\ 10 1 i , -6,• 'ADA' SIGN BOLLADT 'L.MOUNT DETAIL SIGN MOUNTED IN BOLLARD (NO SCALE) FILL PIPE FULL W/ CONCRETE ROUND TOP TO DRAIN 6 "DIA. SCHEDULE 40 STEEL ROUND PIPE in SEALANT SLOPE TO DRAIN 4" TYP. PAVING CLASS "A" CONCRETE SIDEW 14 DIA. CONCRETE FOOTING •' PIPE BOLLARD DETAIL (NO SCALE) 3" TOP SOIL �j Si�CTIO s' •• i ,.n 0 NOTES. e��ent © See Standard Drawing E 604- SWCR -02 M 3/4" for groove details. Mr o O �7 See Standard Drawings E 604- SWCR -02 Indicated area denotes pay limits, y ... • , •. : � CLASS "A" ,.. for details of the detectable warning surface. .` .' . • ' ' t a Sidewalk across approach shall be 11. See Standard Drawing E 604 - SWCR -03 for typical ramp construction details. ... - '... :,.,•,: sloped at 50:1 maximum transversely. D z 0 Incase of concrete driveway there will be 12. See Standard Drawing E 604 - SWCR -01 and -02 for Location Plan and General G) f �- no curbs. This side shall be adjusted accordingly. Notes respectively. 5 ■ trip_ -• \ sod 3 2 O ,--� `O 00 10" DIA. *-+ 'd' O q. �o o 1-o U FACE OF CURB do c,� cV W » 5. °° NOTE: ALL STRIPES TO 1 �� 00000000V� H BE 4" PAINTED WHITE #5 REBAR 1 '--6" • � 5 18" R = WITH 3 " t� O - 7„ /4 HOLE CAS "-4 U NOTE: 20 M x M04 SIGN IS TO BE MOUNTED ON GALVANIZED STEEL U -POST AND MEET IN.D.O.T. AND INDIANA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES�'� 0.5� Qt FOR STREETS AND HIGHWAYS. 3 w W BFy o it „ 4 (TYP) EoOF a STOP S 24 x 24 (NO SCALE) 6.0' �• U X51 Q W� PRECAST CONC. PARKING [� Q BARRIER. WITH 2 - #3 REBARS USE 4000 PSI CONC. Z ADA PA13:��I1�TG SYMBOL DETAIL PARKING B a NO SCALE (NO SCALE) i, V) ao ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF ^� TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL 8 VARIES (SEE PLANS) W OF UNIFORM TRAFFIC CONTROL DEVICES ",LOCAL CODES AND AS a PECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WITH " MANUFACTURER'S INSTRUCTIONS. SCORE 1/4" PER FOOT SLOPE 1 " RAID. 0 RESERVED _ ` o 00 . 1 /8 "RAD° . N A PARKING v .� o CLASS "A THIS SIGN TYPICAL AT ,� I I =, ,• " H 2 a� ALL ACCESSIBLE PARKING ll, � �. L� 00 tr '� SPACES 4" COMPACTED II„ ° PAVEMENT Z F-� GRANULAR BASE i-I W THIS SIGN TYPICAL AT 6„ ALL VAN ACCESSIBLE VAN 12„ X 6" PARKING SPACES CCESSIBLE W . o� W PENALTY SIGN WITH WTEGRAL WALK U r`"+ M-� 12 X 9" WORDING AS REQUIRED H BY STATE OP LOCAL LAW 3 LBS. /FT. GALVANIZED CHANNEL SIGN POST PER INDOT STANDARD Ln SPECIFICATION SEC. 910.14. LLJ z USE 6" PIPE BOLLARD FILLED W/ CONCRETE ONLY WHEN SIGN IS IN PAVED AREA OR SIDEWALK 4 e SLOPE TOP OF CONCRETE GROUND /PAVING SURFACE • a 3500 P.S.I. v 'I / \� \ \\ \ \ \ \ / \\ P.C. CONCRETE ° / %�j \\ 10 1 i , -6,• 'ADA' SIGN BOLLADT 'L.MOUNT DETAIL SIGN MOUNTED IN BOLLARD (NO SCALE) FILL PIPE FULL W/ CONCRETE ROUND TOP TO DRAIN 6 "DIA. SCHEDULE 40 STEEL ROUND PIPE in SEALANT SLOPE TO DRAIN 4" TYP. PAVING CLASS "A" CONCRETE SIDEW 14 DIA. CONCRETE FOOTING •' PIPE BOLLARD DETAIL (NO SCALE) 3" TOP SOIL �j 24" 0 O ... 18 _D �. M 3/4" N Mr o O - . :. r� .. CLASS _ ; : 3' •- ;� �.. / . :...: .•� ;•� , ..A 66N, COMPACTED y ... • , •. : � CLASS "A" ,.. BACKFILL .` .' . • ' ' t i CONCRETE Co �. ... - '... :,.,•,: BACKFILL D z ' o G) f �- USE DIMENSIONS C COMBINED CURB A A/D GUTTER TYPE l/ NO SCALE OTES: INTEGRAL CURB WiTH CONCRETE PAVEMENT AND N /OR SIDEWALK SHALL BE SIMILAR SHAPE A W 5 C CD ""'I � Q ONCRETE CURB POLICY. O Q 23 ,...a Z � Q 3" TOP SOIL o AND CURB c� DETAIL a (NO SCALE � z H • � l kn 02 � � F--1 ° U tH I- 50' ( OFPCURB PAVEMENT TRANSVERSE EXPANSION JOINTS BOTTOM ro ° r 10' MAX. TRANSVERSE CONTRACTION JOINTS OF CURB z N rw CD �.; 0 5' MAX. TRANSVERSE CONTRACTION JOINTS r.. Q X Aa �' Q �' ON RADII w � �. � z E E � O s Q Q o w w u7 \ \� \ \��` CURB JOINT ° \ \ DETAIL NO SCALE NOTE: PROVIDE EXPANSION STRIP AND SEALANTS o \ \ \\ ADJACENT BUILDING AND EXISTING CURB ? � E r� E v E 0 0 0 0 0 E-� 0 N N p 1/2" PREFORMED JOINT FILLER Q o 0 o co 0 TRANSVERSE JOINT w Z � z o w ww o UO Z Z Z � NOTE: a Z Z Z PROVIDE 2% CROSS SLOPE X W W w w > x U) AWAY FROM BUILDING w Z Z ZrY�Ofcy- w U w F¢- -000UU co C) wwwwww a a- a- a- a- a t2 TRANSVERSE JOINT c6 to (!l (n (n V) U) Z Z Z Z Z Z 2 0 0 0 0 0 0 I p (n (n (n U) (n � > > > > > > 1/2% joINT• FILLER w w w w w w w rra Cc �aco' 4.0' (MIN) 4 Q 4" CONCRETE N\ S H /z 4" -PEA Fl11 � 1ST � ER -' I I -I J =1 11 =! I L=1 I Iii I �I i 1 -1► I =1 I I -1 i I, ! 11- �� >� `� �'0 9-y N0. PREPARED SUBGRADE j TYPICAL -10200392 - _ , STATE OF & JOINT DETAIL (NO SCALE) �� �O / �v A 1A 77l �11i i I I 111��I` JAMES K. SHiNNEMAN P.E. 10200392 j t s 1 t A t ff; � F I ALK 18" t JL7.5" e 7 � Q U r°'r■y SECTION A -A SECTION B -B d BYCYCLE PARKING •� 'i RACK DETAIL RACK MOUNTED IN SIDEWALK /CONCRETE (NO SCALE) ' 24„ 6" 1R" 2 „RADIUS 24" �11I 1 O ... 18 3" TOP SOIL o AND CURB c� DETAIL a (NO SCALE � z H • � l kn 02 � � F--1 ° U tH I- 50' ( OFPCURB PAVEMENT TRANSVERSE EXPANSION JOINTS BOTTOM ro ° r 10' MAX. TRANSVERSE CONTRACTION JOINTS OF CURB z N rw CD �.; 0 5' MAX. TRANSVERSE CONTRACTION JOINTS r.. Q X Aa �' Q �' ON RADII w � �. � z E E � O s Q Q o w w u7 \ \� \ \��` CURB JOINT ° \ \ DETAIL NO SCALE NOTE: PROVIDE EXPANSION STRIP AND SEALANTS o \ \ \\ ADJACENT BUILDING AND EXISTING CURB ? � E r� E v E 0 0 0 0 0 E-� 0 N N p 1/2" PREFORMED JOINT FILLER Q o 0 o co 0 TRANSVERSE JOINT w Z � z o w ww o UO Z Z Z � NOTE: a Z Z Z PROVIDE 2% CROSS SLOPE X W W w w > x U) AWAY FROM BUILDING w Z Z ZrY�Ofcy- w U w F¢- -000UU co C) wwwwww a a- a- a- a- a t2 TRANSVERSE JOINT c6 to (!l (n (n V) U) Z Z Z Z Z Z 2 0 0 0 0 0 0 I p (n (n (n U) (n � > > > > > > 1/2% joINT• FILLER w w w w w w w rra Cc �aco' 4.0' (MIN) 4 Q 4" CONCRETE N\ S H /z 4" -PEA Fl11 � 1ST � ER -' I I -I J =1 11 =! I L=1 I Iii I �I i 1 -1► I =1 I I -1 i I, ! 11- �� >� `� �'0 9-y N0. PREPARED SUBGRADE j TYPICAL -10200392 - _ , STATE OF & JOINT DETAIL (NO SCALE) �� �O / �v A 1A 77l �11i i I I 111��I` JAMES K. SHiNNEMAN P.E. 10200392 j t s 1 t A t ff; � F I ALK 18" t JL7.5" e 7 � Q U r°'r■y SECTION A -A SECTION B -B d BYCYCLE PARKING •� 'i RACK DETAIL RACK MOUNTED IN SIDEWALK /CONCRETE (NO SCALE) ' 24„ 6" 1R" 2 „RADIUS �► " 1 R �11I 1 O ... „ 2 RADIUS �, • • :..'�.. •. 3/4" . i . . -.... 0 i•• ., , . ., •. • j "A"' .� - . :. r� .. CLASS _ ; : 3' •- ;� �.. / . :...: .•� ;•� , ..A 66N, • • „ . mot- :� � y ... • , •. : � CLASS "A" ,.. CRETE • W \ •::• . • .` .' . • ' ' t i CONCRETE • ' ' ' %•'• COMPACTED ... - '... :,.,•,: BACKFILL ;' ' USE DIMENSIONS FOR LOCAL ROADS ONLY USE DIMENSIONS FOR ALL ROADS EXCEPT LOCAL ROADS COMBINED CURB A A/D GUTTER TYPE l/ NO SCALE OTES: INTEGRAL CURB WiTH CONCRETE PAVEMENT AND /OR SIDEWALK SHALL BE SIMILAR SHAPE W LL WORK ASSOCIATED WITH THE INSTALLA11ON OF THIS CURBING HAIL CONFORM TO THE LASTEST REVISION OF THE CITY OF CARMEL � Q ONCRETE CURB POLICY. 3 2 1 PROJECT N0. W07.0251 1 �11I 1 O N ; C C d P� } W � Q 23 z �D0-1 t !x • � � Z w CL. SHEET NO. o 1 PROJECT N0. W07.0251 1 10 1 9 EARTHWORK SPECIFICATIONS.* ,- 1. SCOPE OF WORK A) EXTENT: THE WORK REQUIRED UNDER THIS SECTION CONSISTS OF ALL EXCAVATING, FILLING, ROUGH GRADING AND RELATED ITEMS NECESSARY TO COMPLETE THE WORK INDICATED ON THE DRAWINGS AND DESCRIBED IN THE SPECIFICATIONS. .c 2. IN GENERAL THE ITEMS OF WORK TO BE PERFORMED UNDER THIS SECTION SHALL INCLUDE CLEARING AND GRUBBING, REMOVAL OF TREES AND STUMPS (WHERE REQUIRED), PROTECTION OF TREES TO REMAIN, STRIPPING AND STORAGE OF TOPSOIL, FILL, COMPACTION AND ROUGH GRADING OF ENTIRE SITE AS INDICATED ON THE DRAWINGS. 3. EXCAVATED MATERIAL THAT IS SUITABLE MAY BE USED FOR FILLS. ALL UNSUITABLE MATERIALS AND ALL SURPLUS EXCAVATED MATERIAL NOT REQUIRED SHALL BE REMOVED FROM THE SITE. THE LOCATION OF DUMP AND LENGTH OF HAUL SHALL BE THE CONTRACTOR'S RESPONSIBILITY. 4. PROVIDE AND PLACE ANY ADDITIONAL FILL MATERIAL FROM OFF THE SITE AS MAY BE NECESSARY TO PRODUCE THE GRADES REQUIRED. FILL OBTAINED FROM OFF SITE SHALL BE OF KIND AND QUALITY AS SPECIFIED TO FILLS HEREIN AND THE SOURCE APPROVED BY THE ENGINEER AND OWNER_ 5. THE CONTRACTOR SHALL ACCEPT THE SITE AS HE FINDS IT AND SHALL REMOVE ALL TRASH, RUBBISH AND DEBRIS FROM THE SITE PRIOR TO STARTING EXCAVATION. B) WORK INCLUDED: THE FOLLOWING ITEMS OF RELATED WORK ARE SPECIFIED AND INCLUDED IN OTHER SECTIONS OF THESE SPECIFICATIONS. 1. EXCAVATION, GRADING AND BACKFILLING FOR UTILITY LINES. 2. STORM DRAINAGE SYSTEMS. 3. SANITARY SEWER SYSTEMS. 4. WATER SUPPLY SYSTEMS. 5. DRIVES AND PAVING. 2. BENCHMARKS A) MAINTAIN CAREFULLY ALL BENCHMARKS, MONUMENTS AND OTHER REFERENCE POINTS, IF DISTURBED OR DESTROYED REPLACE AS DIRECTED BY ENGINEER. 3. PROTECTION OF TREES A) GENERAL PROTECTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF TOPS, TRUNKS AND ROOTS OF EXISTING TREES ON THE PROJECT SITE THAT ARE TO REMAIN. EXISTING TREES SUBJECT TO CONSTRUCTION DAMAGE SHALL BE BOXED, FENCED OR OTHERWISE PROTECTED BEFORE ANY WORK IS STARTED, DO NOT STOCKPILE WITHIN BRANCH SPREAD. REMOVE INTERFERING BRANCHES WITHOUT INJURY TO TRUNKS AND COVER SCARS WITH TREE PAINT. 4. REMOVAL OF TREES A) REMOVE ALL TREES AND STUMPS FROM AREA TO BE OCCUPIED BY ROAD AND SURFACED AREAS. REMOVAL OF TREES OUTSIDE THESE AREAS SHALL ONLY BE DONE AS NOTED ON DRAWINGS OR APPROVED BY THE OWNER. B) ALL BRUSH, STUMPS, WOOD AND OTHER REFUSE FROM THE TREES SHALL BE REMOVED FROM SITE OR BURNED WITH PROPER PERMITS (WHERE APPLICABLE). 5. STRIPPING OF TOPSOIL A) REMOVE TOPSOIL TO A DEPTH OF 6 INCHES (OR MORE IF REQUIRED) FROM THE AREAS TO BE OCCUPIED BY ROADS, WALKS, BUILDINGS, AND PARKING AREAS. PILE AND STORE TOPSOIL AT A LOCATION INHERE IT WILL NOT INTERFERE WITH CONSTRUCTION OPERATIONS. TOPSOIL SHALL BE REASONABLY FREE FROM SUBSOIL, DEBRIS AND STONES. 6. SITE GRADING A) GRADES: DO ALL CUTTING, FILLING, COMPACTING OF FILLS AND ROUGH GRADING REQUIRED TO BRING ENTIRE PROJECT AREA TO SUBGRADE AS SHOWN ON THE DRAWINGS. UNDERCUT OPEN AREAS 4 a) INCHES FOR TOPSOIL, B) ROUGH GRADING: THE TOLERANCE FOR PAVED AREAS SHALL NOT EXCEED 0.10 FEET ABOVE ESTABLISHED SUBGRADE. ALL OTHER AREAS SHALL NOT EXCEED 0.10 FEET PLUS OR MINUS THE ESTABLISHED GRADE. PROVIDE ROUNDING AT TOP AND BOTTOM OF BANKS AND OTHER BREAKS IN GRADE. ALL OPEN AREAS SHALL BE GRADED A MINIMUM OF 0.5% AND A MAXIMUM OF 3:1 SLOPE. C) SUBGRADE SHALL BE PROOFROLLED WITH SUITABLE EQUIPMENT AND ALL SPONGY AND OTHERWISE UNSUITABLE MATERIAL SHALL BE REMOVED AND REPLACED WITH SUITABLE MATERIAL. D) SUBGRADE FOR STREETS AND PAVED AREAS SHALL BE COMPACTED TO 95% OF MODIFIED PROCTOR. E) SEE PROJECT MANUAL AND SOILS REPORT FOR REQUIREMENTS REGARDING UNDERCUTTING AND SUBGRADE PREPARATION FOR PAVEMENT. F) ALL FILL MATERIAL SHALL BE FORMED FROM SOIL FREE OF DELETERIOUS MATERIAL. PRIOR TO PLACEMENT OF FILL, A SAMPLE OF THE PROPOSED MATERIAL SHALL BE SUBMITTED TO THE SOILS ENGINEER FOR APPROVAL. THE FILL MATERIAL SHALL BE PLACED IN LAYERS NOT TO EXCEED 8" IN LOOSE IUD THICKNESS AND SHALL BE SPREAD AND COMPACTED AT THE PROPER MOISTURE CONTENT. G. ALL FILL MATERIAL IN AREAS OUTSIDE OF BUILDING AND PAVEMENT AREAS SHALL BE COMPACTED LIGHTLY WITH EACH LIFT AND PROTECTED FORM EROSION. AREAS OF BUILDING CONSTRUCTION SHALL HAVE SUITABLE FILL MATERIAL PLACED AND COMPACTED IN ACCORDANCE WITH THE SOILS ENGINEER'S REPORT (MINIMUM 95% MODIFIED PROCTOR). 7. DISPOSITION OF UTILITIES A) RULES AND REGULATIONS GOVERNING THE RESPECTIVE UTILITIES SHALL BE OBSERVED IN EXECUTING ALL WORK UNDER THIS SECTION. B) IS SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF THE WORK. IT SHALL ALSO BE THE CONTRACTORS RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNERS OR THE ENGINEERS OF ANY CHANGES, ERRORS OR OMISSIONS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMES. C) WHERE ACTIVE UTILITIES ARE ENCOUNTERED BUT NOT SHOWN ON THE DRAWINGS, THE ENGINEER SHALL BE ADVISED BEFORE WORK IS CONTINUED. U D) INACTIVE AND ABANDONED UTILITIES ENCOUNTERED IN EXCAVATING AND GRADING OPERATIONS SHALL BE REPORTED TO THE ENGINEER. THEY SHALL BE REMOVED, PLUGGED OR CAPPED AS DIRECTED BY THE ENGINEER. 8. SEEDING PREPARATION A) SOLVE ANY SURFACE OR SUBSURFACE DRAINAGE PROBLEMS AND CONSTRUCT PERMANENT EROSION CONTROL STRUCTURES. B) REMOVE ALL ROCKS, ROOTS OR OTHER MATERIALS THAT MAY INTERFERE WITH SEEDBED PREPARATION. C) PERFORM THE MAJOR FILLING SHAPING AND SMOOTHING OF GULLIED OR SEVERELY ERODED AREAS. 8 1 7 4. ALL SANITARY MANHOLES SHALL BE PRECAST CONCRETE MANHOLES IN ACCORDANCE WITH ASTM C478 AND SECTION 720 OF THE CURRENT INDOT STANDARD SPECIFICATIONS HANDBOOK. 0 -RINGS SHALL CONFORM TO C443. DOUBLE ROW OF KENT SEAL OR EQUIVALENT SHALL ALSO BE APPLIED TO ALL JOINTS AND BETWEEN RISER RINGS AND CASTINGS. MANHOLE STEP SPACING SHALL BE NO MORE THAN 16- INCHES. MANHOLES SHALL BE AIR TESTED FOR LEAKAGE IN ACCORDANCE WITH ASTM C1244 -02, STANDARD TEST METHOD FOR CONCRETE SEWER MANHOLES BY THE NEGATIVE AIR PRESSURE (VACUUM) TEST. A. INSTALLATION AND OPERATION OF VACUUM EQUIPMENT AND INDICATING DEVICES MUST BE IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS AND PERFORMANCE SPECIFICATIONS WHICH HAVE BEEN PROVIDED BY THE MANUFACTURER AND ACCEPTED BY THE DISTRICT ENGINEER. THE VACUUM EQUIPMENT MUST BE CAPABLE OF TESTING THE ENTIRE MANHOLE, INCLUDING THE CASTING AND RISER RINGS. B. WITH THE VACUUM TESTER SET IN PLACE: 1. CONNECT THE VACUUM PUMP TO THE OUTLET PORT WITH THE VALVE OPEN. 2. DRAW A VACUUM OF TEN (10) INCHES OF HG. (5 PSI) AND CLOSE THE VALVE. C. ACCEPTED STANDARDS FOR LEAKAGE WILL BE ESTABLISHED FROM THE ELAPSED TIME FOR A NEGATIVE PRESSURE CHANGE FROM TEN (10) INCHES TO NINE (9) INCHES OF MERCURY. THE MAXIMUM ALLOWABLE LEAKAGE RATE FOR A FOUR (4) FOOT DIAMETER MANHOLE MUST BE IN ACCORDANCE WITH THE FOLLOWING: MINIMUM ELAPSED TIME FOR A: MANHOLE DEPTH PRESSURE CHANGE OF 1 INCH HG 10 FEET 0R LESS 60 SECONDS > 10 FEET BUT < 15 FEET 75 SECONDS > 15 FEET BUT <25 FEET 90 SECONDS FOR MANHOLES FIVE (5) FEET IN DIAMETER, ADD AN ADDITIONAL FIFTEEN (15) SECONDS AND FOR MANHOLES SIX (6) FEET IN DIAMETER, ADD AN ADDITIONAL THIRTY (30) SECONDS TO THE TIME REQUIREMENTS FOR FOUR (4) FOOT DIAMETER MANHOLES. FOR ALL MANHOLES DEEPER THAN TWENTY -FIVE (25) FEET, THE ENGINEER WILL DETERMINE THE APPLICABLE MINIMUM ELAPSED TIME. D. IF THE MANHOLE FAILS THE TEST, NECESSARY REPAIRS MUST BE MADE. THE VACUUM TEST AND REPAIRS MUST BE REPEATED UNTIL THE MANHOLE PASSES THE TEST. E. IF MANHOLE JOINT SEALANTS ARE PULLED OUT DURING THE VACUUM TEST, THE MANHOLE MUST BE DISASSEMBLED AND THE JOINT SEALANTS REPLACED. F. MANHOLES WILL BE SUBJECT TO VISUAL INSPECTION WITH ALL VISUAL LEAKS BEING REPAIRED. 5. BUTYL RUBBER COATING WITH PLASTIC WRAP SHALL BE APPLIED AROUND EACH MANHOLE JOINT FROM 3- INCHES ABOVE TO 3- INCHES BELOW EACH JOINT. THE APPROPRIATE PRIMER SHALL BE APPLIED PRIOR TO APPLYING THE RUBBER COATING. INSIDE JOINTS TO BE FILLED WITH PRECAAT PLUG MATERIAL. ENTIRE EXTERIOR SURFACE OF SANITARY SEWER MANHOLES SHALL BE SPRAYED WITH A BITUMINOUS COATING AND ALL EXTERIOR GAP EXPOSURE OF RISER RINGS SHALL BE BACK PLASTERED OR GROUTED WITH NONSHRINK GROUT. 6. THE MANHOLE CHIMNEYS, INCLUDING ALL RISER RINGS SHALL BE SEALED USING FLEX RIB INTERNAL CHIMNEY SEAL MANUFACTURED BY CRETEX, NPC, OR A DISTRICT APPROVED EQUAL. THE FLEX RIB INTERNAL CHIMNEY SEAL SHALL EXTEND FROM A MINIMUM OF 3- INCHES BELOW THE TOP OF THE CONE SECTION TO 3- INCHES OVER THE MANHOLE CASTING FRAME OR PER MANUFACTURERS INSTALLATION PROCEDURES IF DIRECTED OTHERWISE. INTERNAL CHIMNEY SEAL SHALL BE INSTALLED AFTER MANHOLE VACUUM TESTING AND PRIOR TO FINAL ACCEPTANCE. WATER TEST MAY BE DONE, PER MANUFACTURER OR DISTRICTS RECOMMENDATION, TO PROVIDE ASSURANCE THAT INTERNAL CHIMNEY SEAL IS WATER TIGHT. 7. THE CASTING ELEVATIONS ARE SET BY PLAN, HOWEVER, THE CASTINGS ARE TO BE ADJUSTED IN THE FIELD BY THE DISTRICT'S REPRESENTATIVE SHOULD A DISCREPANCY OCCUR BETWEEN PLAN GRADE AND EXISTING GRADE. NEW MANHOLE RINGS) AND COVER SHALL BE INSTALLED TO ESTABLISH GRADE. MAXIMUM HEIGHT OF ADJUSTING RINGS SHALL. BE 12 -INCH ON EXISTING STRUCTURE ADJUSTMENT AND 10 -INCH MAXIMUM ON NEW CONSTRUCTION. 8. BACKFILL AROUND ALL INSTALLED OR PROPOSED MANHOLE STRUCTURES, SIDEWALKS, BIKE PATHS AND /OR ALL PAVED AREAS SHALL BE MADE WITH GRANULAR MATERIAL (B- BORROW)OR NO. 8 STONE, UP TO 18- INCHES BELOW CROSSSECTION THICKNESS (WHICH SHALL INCLUDE "NO. 53" .STONE DEPTH). IF MORE STRINGENT BACKFILL REQUIREMENTS ARE SET OUT PER CITY, TOWN, COUNTY, OR DISTRICT SPECIFICATIONS THOSE STANDARDS SHALL BE FOLLOWED. TRENCH OPENING WITHIN 5 -FEET OF THE BACK OF THE CURB OF PAVED ROADWAYS, SHALL BE BACKFILLFD WITH GRANULAR MATERIAL OR NO. 8 STONE IN ACCORDANCE WITH SECTION 211 OF THE CURRENT INDOT STANDARD SPECIFICATIONS HANDBOOK. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT ALL STATE HIGHWAYS, CITY, AND COUNTY PERMITS HAVE BEEN OBTAINED BY THE DEVELOPER PRIOR TO START OF CONSTRUCTION. 10. INITIAL ASBUILTS SHALL BE PRESENTED TO THE INSPECTING ENGINEER PRIOR TO FINAL SUBMITTAL TO THE DISTRICT FOR REVIEW, OTHERWISE CONTRACTOR SHALL BE REQUIRED TO FURNISH THE DEVELOPER'S ENGINEER WITH A SET OF PRINTS SHOWING ACTUAL SEWER LOCATIONS AND INVERTS INCLUDING LATERAL LOCATION, DEPTH, AND LENGTH. SUCH ASBUILT PRINTS MUST BE RECEIVED BY THE ENGINEER BEFORE THE FINAL CONTRACT PAYMENT CAN BE AUTHORIZED. ASBUILTS SHALL BE SUBMITTED PER THE DISTRICTS CURRENT STANDARD WHICH CAN BE FOUND AT WWW.CTRWD.ORG. 11. THE SANITARY SEWER LATERALS AND STUBS TERMINATION SHALL BE INDICATED ON THE , SURFACE WITH A DETECTABLE METAL POST SET IMMEDIATELY ABOVE THE SAID TERMINATION POINT IF FULL CONNECTION IS NOT IMMEDIATELY MADE. 12. ALL SANITARY SEWER LINES UPON COMPLETION WILL BE REQUIRED TO PASS A LOW PRESSURE AIR TEST. SAID TEST SHALL BE CONDUCTED ACCORDING TO ASTM F1417 -92, AND SHALL BE WITNESSED BY A DISTRICT EMPLOYEE OR THE DISTRICTS REPRESENTATIVE. THE TESTING SHALL BE IN ACCORDANCE WITH TABLE 1 AS FOLLOWS _WITH 0.5 PSI BEING ADDED FOR EACH FOOT OF WATER ABOVE THE SEWER LINE BEING TESTED. SEWER LINES SHALL BE SUBJECT TO VISUAL LEAK INSPECTION AT DOWNSTREAM MANHOLES WITH ALL VISUAL LEAKS BEING REPAIRED AND SUBJECT TO TELEVISING REQUESTS BY THE DISTRICT. 13. PRIOR TO FINAL DEFLECTION TEST (MANDREL TEST) ALL MAINLINES SHALL BE CLEANED AND FREE OF ANY DEBRIS. DEFLECTION TESTS SHALL BE PERFORMED ON ALL FLEXIBLE* PIPE AFTER THE FINAL BACKFILL HAS BEEN IN PLACE AT LEAST 30 DAYS. NO PIPE SHALL EXCEED A VERTICAL DEFLECTION OF 5% DEFLECTION TEST RESULTS. ( *THE FOLLOWING ARE CONSIDERED NON- FLEXIBLE PIPES: CONCRETE PIPE, DUCTILE IRON PIPE, AND CAST IRON PIPE). THE DEFLECTION TEST SHALL BE PERFORMED WITH A NINE -POINT MANDREL. PROVING RINGS SHALL BE AVAILABLE AT TIME OF TEST OTHERWISE NO TESTING WILL BE ALLOWED. ALL MANDREL TESTING SHALL BE WITNESSED BY A DISTRICT EMPLOYEE OR THE DISTRICTS REPRESENTATIVE. 14. THE ENDS OF ALL LATERALS ARE TO BE PLUGGED WATER TIGHT WITH A GASKETED CAP CAPABLE OF WITHSTANDING A LOW PRESSURE AIR TEST WITHOUT LEAKAGE. LATERALS SHALL BE SUBJECT TO VISUAL LEAK INSPECTION AT DOWNSTREAM MANHOLES WITH ALL VISUAL LEAKS BEING REPAIRED 15. BEDDING FOR FLEXIBLE PIPE AND RIGID PIPE SHALL BE NO. 8 CRUSHED STONE FROM 6- INCHES BELOW TO 12- INCHES ABOVE THE PIPE. MANHOLES SHALL BE PLACED ON NO LESS THAN 6- INCHES OF NO. 8 CRUSHED STONE BEDDING. 16. WATER LINE, UTILITY, AND LEGAL DRAIN CROSSINGS AND SEPARATIONS SHALL BE IN ACCORDANCE WITH THE MORE STRINGENT OF THE TWO: 327 IAC 3 -6 -9 OR THE DISTRICTS STANDARD DRAWINGS. 17. THE TRENCH SHALL BE OPENED SUFFICIENTLY AHEAD OF PIPE LAYING TO REVEAL OBSTRUCTION, AND SHALL BE PROPERLY PROTECTED AND /OR BARRICADED WHEN LEFT UNATTENDED. . 18. NO WATER SHALL BE PERMITTED TO FLOW INTO THE SANITARY SEWER SYSTEM DURING CONSTRUCTION. CONTRACTOR SHALL UTILIZE A PUMP TO KEEP THE WATER LEVEL BELOW THE PIPE. PUMP DISCHARGE SHALL BE DIRECTED TO A STORM OUTLET IN ACCORDANCE WITH STATE AND FEDERAL LAWS AND REGULATIONS (327 IAC 3- 6 -20). ANY PIPE ENTERING EXISTING SEWERS SHALL BE PLUGGED WITH SCREW TYPE MECHANICAL, BRACED PLUG UNTIL SUCH TIME AS ALL TESTS ON THE SEWERS AND ALL PUNCH LIST ITEMS ARE COMPLETE. 19. ALL SEWER LATERALS INSTALLED SHALL BE BEDDED THE SAME AS THE MAIN LINE SEWER. 20. FORTY -EIGHT (48) HOURS NOTICE SHALL BE GIVEN TO THE DISTRICT PRIOR TO THE START OF SEWER CONSTRUCTION. ALSO, 48 HOURS NOTICE SHALL BE GIVEN PRIOR TO DOING ANY TESTING ON THE SEWER. 21. MANHOLE CASTINGS SHALL BE STAMPED SANITARY SEWER (NEENAH CASTING R-1772 OR EAST JORDAN 102221 GS) AND BE SELF - SEALING TYPE. THE CASTING FLANGE SHALL BE 34 INCHES AND THE CLEAR OPENING SHALL BE MIN. 20- 13/16 INCHES. WATERTIGHT CASTINGS SHALL BE BOLTDOWN EAST JORDAN 1022Z1PT AND ALSO STAMPED SANITARY SEWER. 22. THE MINIMUM SLOPE OF THE SEWER SHALL BE: SIZE OF PIPE MINIMUM CONSTRUCTED SLOPE 8 -INCH 0.40% 10- INCH 0.28% 12 -INCH 0.22% 15 -INCH 0.15% 18 -INCH 0.12% . 23. THE CONTRACTOR SHALL PROVIDE MEASUREMENTS OF THE SLOPE OF THE SEWER FOR EACH MANHOLE SECTION AS CONSTRUCTION PROGRESSES. SUCH MEASUREMENTS SHALL BE CERTIFIED BY A REGISTERED LAND SURVEYOR OR ENGINEER AND BE AVAILABLE ON -SITE FOR OBSERVATION BY THE DISTRICT'S INSPECTOR. NO MORE THAN THREE MANHOLE. SECTIONS CAN BE CONSTRUCTED IN ADVANCE OF SUCH MEASUREMENTS. 24. IN THE EVENT THE CONTRACTOR DOES NOT MEET THE MINIMUM SLOPES, THE SEWER SECTION AND ANY OTHER AFFECTED SEWER SECTIONS SHALL BE RECONSTRUCTED TO MEET SUCH MINIMUM SLOPES. 25. LATERALS ARE TO BE INSTALLED WITH A MINIMUM 14 GAUGE TRACER WIRE FROM THE WYE TO THE TERMINUS. UPON LATERAL COMPLETION THE CONTRACTOR FOR THE BUILDING OR HOME WILL EXTEND THE WIRE FROM THIS TERMINUS TO THE BUILDING CLEANOUT ADJACENT TO THE BUILDING. e CONCRETE CURBING SPECIFICATIONS: 1. ALL CONCRETE CURBING TO BE INSTALLED WITHIN THE CITY OF CARMEL CITY LIMITS MUST BE INSTALLED PER THE STANDARD SPECIFICATIONS AND DETAILS AS SHOWN ON SHEET C201 OF THESE CONSTRUCTION PLANS. ANY DEVIATION FROM THESE SET POLICIES AND DETAILS WILL BE REMOVED AND REPLACED AT THE EXPENSE OF THE CONTRACTOR OF SUBCONTRACTOR PERFORMING THE CONCRETE CURB INSTALLATION. SEE SHEEP C302. m 7 6 1 5 EROSION CONTROL SPECIFICATIONS: THIS PLAN IS DESIGNED AS AN ATTEMPT TO PREVENT ANY AND ALL SEDIMENT FROM LEAVING THE CONSTRUCTION SITE BY WAY OF EROSION. IF EROSION OF SEDIMENT FROM THE SITE IS TAKING PLACE, THE CONTRACTOR AND /OR OWNER SHALL TAKE PREVENTATIVE ACTION IMMEDIATELY. THE ENGINEER SHALL BE CONSULTED IN THE EVENT THIS HAPPENS. TEMPORARY SEEDING IS TO BE APPLIED TO ANY GRADED AREA THAT WILL REMAIN UNALTERED FOR AN EXTENDED PERIOD OF TIME. PERMANENT SEEDING IS TO BE APPLIED IMMEDIATELY TO AREAS THAT HAVE ACHIEVED FINAL AND FINISHED GRADE. . PRESERVE EXISTING VEGETATION ON THE SITE WHENEVER AND WHEREVER POSSIBLE TO PREVENT TOPSOIL EROSION. ALL SEDIMENT CAPTURING MEASURES SHALL BE IMPLEMENTED PRIOR TO THE DISTURBANCE OF THE CONSTRUCTION AREA THEY ARE INTENDED TO SERVICE. ALL EROSION CONTROL MEASURES PROPOSED ARE TO BE PROPERLY MAINTAINED TO CONTINUE THEIR EFFECTIVENESS. IF GRADING OCCURS DURING THE MONTHS OF DECEMBER, JANUARY OR FEBRUARY DORMANT SEEDING PROCEDURES SHALL BE USED: . DURING DRY WEATHER, KEEP LAWNS WATERED WITH SPRINKLERS OR OTHER APPROVED METHODS. RESEED ANY AREAS NOT GERMINATING OR DAMAGED AT INTERVALS AS MAY BE REQUIRED ACCORDING TO SEASONAL CONDITION AND /OR CONSTRUCTION ACTIVITY. WATER GRASS AND EXECUTE NECESSARY WEEDING UNTIL FULL STAND OF GRASS HAS BEEN OBTAINED. . THE IMPLEMENTATION AND MAINTENANCE OF THE EROSION CONTROL IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND /OR OWNER. IT SHALL BE THE CONTRACTOR'S AND /OR OWNER'S RESPONSIBILITY TO MINIMIZE SEDIMENTATION (FROM ON -SITE CONSTRUCTION ACTIVITIES) FROM BEING DEPOSITED ONTO ADJACENT PROPERTIES AND RECEIVING STREAMS /DITCHES IN STRICT COMPLIANCE WITH "RULE 5" (327 IAC 15 -5, CONSTRUCTION ACTIVITY STORMWATER RUNOFF CONTROL). IT SHALL ALSO BE THE CONTRACTOR'S AND /OR OWNER'S RESPONSIBILITY TO OBTAIN ANY APPROVALS REQUIRED FROM THE LOCAL AUTHORITY AND TO SUBMIT A COMPLETE NOTICE OF INTENT LETTER TO THE OFFICE OF WATER MANAGEMENT, INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT PRIOR TO ANY CONSTRUCTION ACTIVITY.. FOR SEASONAL VARIATIONS - SEE SEASONAL SOIL PROTECTION CHART IN THESE PLANS. ® STORM SEWER SPECIFICATIONS, 1. SCOPE OF WORK THE WORK UNDER THIS SECTION INCLUDES ALL STORM SEWERS, STORM WATER INLETS, AND RELATED ITEMS, INCLUDING EXCAVATING AND BACKFILLING, NECESSARY TO COMPLETE THE WORK SHOWN ON THE DRAWINGS. 2. MATERIALS A. STORM SEWERS: 1. REINFORCED CONCRETE SEWER PIPE SHALL CONFORM TO ASTM C -76 CLASS 3 LATEST REVISION WITH JOINTS CONFORMING TO ASTM C -443 LATEST REVISION. 2. STORM SEWERS HANCOR "HIT r'IPE AND ADS OR APPROVED EQUAL: WITH THE FOLLOWING REQUIREMENTS: A. 4 INCH THROUGH 10 INCH MEETING AASHTO M252 TYPE S. 12 INCH THROUGH 36 INCH MEETING AASHTO M294 TYPE S. B. GASKETS MEETING ASTM D1056 GRADE 2A2. C. FITTINGS MEETING ASSHTO M252 OR AASHTO M294, MEETING ASTM D3350 CELL CLASSIFICATION 32442OC: OR ASTM D3350 TYPE III, CLASS C, CATEGORY 4, GRADE P33. B. DRAINAGE STRUCTURES: 1. PRECAST REINFORCED CONCRETE DRAINAGE SECTIONS AND STEPS SHALL CONFORM TO ASTM C -478 LATEST REVISION AND LATEST REVISION OF INDOT PRECAST STRUCTURE DETAILS. 2. CASTINGS SHALL BE OF UNIFOrRIsil QUALITY, FREE FROM BLOW HOLES, POROSITY, HARD SPOTS, SHRINKAGE DISTORTION OR OTHER DEFEC S, THEY SHALL BE SMOOTH AND WELL CLEANED BY SHOT BLASTING OR BY SAME OTHER APPROVED METHOD. THEY SHALL BE COATED WITH ASPHALT PAINT WHICH SHALL RESULT IN A SMOOTH COATING. TOUGH AND TENACIOUS WHEN COLD, NOT TACKY OR BRITTLE. THEY SHALL BE GRAY IRON MEETING ASTM A -48 LATEST REVISION. . 3. JOINTS - STRUCTURE SECTIONS SHALL BE JOINTED WITH RUBBER TYPE GASKETS, THE RUBBER TYPE GASKETS SHALL MEET ASTM C -443 LATEST REVISION. C. SUBDRAINS: 1. PERFORATED PLASTIC PIPE SUBDRAINS SHALL CONFORM TO ASTM D3034, SDR 35, ASTM D2729, OR ASTM F405. 3. APPLICATION A. PERMITS AND CODES: THE INTENT OF THIS SECTION OF THE SPECIFICATIONS IS THAT THE CONTRACTOR'S BID ON THE WORK COVERED HEREIN SHALL BE BASED UPON THE DRAWINGS AND SPECIFICATIONS BUT THAT THE WORK SHALL COMPLY WITH ALL, APPLICABLE CODES AN REGULATIONS AS AMENDED BY ANY WAIVERS, CONTRACTOR SHALL FURNISH ALL BONDS NECESSARY TO GET PERMITS FOR CUTS AND CONNECTIONS TO EXISTING SEWERS. B. LOCAL STANDARDS: THE TERM "LOCAL STANDARDS" AS USED HEREIN MEANS THE STANDARDS OF DESIGN AND CONSTRUCTION OF THE RESPECTIVE MUNICIPAL DEPARTMENT AND /OR UTILITY COMPANY. C. EXISTING IMPROVEMENTS: MAINTAIN IN OPERATING CONDITION ALL ACTIVE UTILITIES, SEWERS AND OTHER DRAINS ENCOUNTERED IN THE SEWER INSTALLATION. REPAIR TO THE SATISFACTION OF THE OWNER ANY DAMAGE TO EXISTING ACTIVE IMPROVEMENTS. D. WORKMANSHIP: TO CONFORM TO ALL LOCAL, STATE AND NATIONAL CODES AND TO BE APPROVED BY ALL LOCAL AND STATE AGENCIES HAVING JURISDICTION. E. TRENCHING: LAY ALL PIPE IN OPEN TRENCHES, EXCEPT WHEN THE LOCAL AUTHORITY GIVE WRITTEN PERMISSION FOR TUNNELING. OPEN THE TRENCH SUFFICIENTLY AHEAD OF PIPE LAYING TO REVEAL ANY OBSTRUCTIONS. THE WIDTH OF THE TRENCH SHALL BE THE INSIDE PIPE DIAMETER PLUS 24 INCHES FOR 12 INCHES ABOVE THE PIPE. SHEET AND BRACE TRENCH AS NECESSARY TO PROTECT WORKMEN AND ADJACENT STRUCTURES. ALL TRENCHING TO COMPLY WITH OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION STANDARDS. KEEP TRENCHES FREE FROM WATER WHILE CONSTRUCTION IS IN PROGRESS. UNDER NO CIRCUMSTANCES LAY PIPE OR APPURTENANCES IN STANDING WATER. CONDUCT THE DISCHARGE FORM TRENCH DEWATERING TO DRAINS OR NATURAL DRAINAGE CHANNELS. F. SPECIAL SUPPORTS: WHENEVER, IN THE OPINION OF THE ENGINEER, THE SOIL AT OR BELOW THE PIPE GRADE IS UNSUITABLE FOR SUPPORTING SEWERS AND APPURTENANCES SPECIFIED IN THIS SECTION, SUCH SPECIAL SUPPORT, IN ADDITION THOSE SHOWN OR SPECIFIED, SHALL BE PROVIDED AS THE ENGINEER MAY DIRECT, AND THE CONTRACT WILL BE ADJUSTED. . G. BACKFILLING 1. RCP BACKFILLING: FOR DEPTH OF AT LEAST 12 INCHES ABOVE THE TOP OF THE PIPE, BACKFILL WITH EARTH OR GRANULAR MATERIAL FREE FROM LARGE STONES, ROCK FRAGMENTS, ROOTS OR SOD. TAMP THIS BACKFILL THOROUGHLY TAKING CARE NOT TO DISTURB THE PIPE. FOR THE REMAINING TRENCH DEPTH, BACKFILL WITH EARTH OR GRANULAR MATERIAL CONTAINING STONES OR ROCKS_ NOT LARGER THAN 4 INCHES. BACKFILL UNDER WALKS, PARKING AREAS, DRIVEWAYS AND STREETS SHALL BE GRANULAR MATERIAL ONLY THOROUGHLY COMPACTED BY APPROVED METHODS. TRENCHES PARALLEL TO AND WITHIN 5 FEET OF PAVED ROADWAYS SHALL ALSO BE CONSTRUCTED WITH COMPACTED GRANULAR MATERIALS. 2. HDPE BACKFILLING: FOR DEPTH OF AT LEAST 12 INCHES ABOVE THE TOP OF THE PIPE, BACKFILL WITH GRANULAR MATERIAL. COMPACT THIS BACKFILL THOROUGHLY TAKING CARE NOT TO DISTURB THE PIPE. FOR THE REMAINING TRENCH DEPTH, BACKFILL WITH EARTH OR GRANULAR MATERIAL CONTAINING STONES OR ROCKS NOT LARGER THAN 4 INCHES. BACKFILL UNDER WALKS, PARKING AREAS, DRIVEWAYS AND STREETS SHALL BE GRANULAR MATERIAL ONLY THOROUGHLY COMPACTED BY APPROVED METHODS. TRENCHES PARALLEL TO AND WITHIN 5 FEET OF PAVED ROADWAYS SHALL ALSO BE CONSTRUCTED WITH COMPACTED GRANULAR MATERIALS. . H. SUBDRAINS: ALL SUBDRAINS ON SITE SHALL BE OF THE SIZE AS SHOWN AND SHALL BE PLACED AS SHOWN ON THE PLANS. THEY SHALL BE CONSTRUCTED TO THE GRADES AS SHOWN ON THE PLANS. . I. UTILITIES: IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF THE WORK. IT SHALL ALSO, BE THE CONTRACTORS RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNERS OR THE ENGINEER OF ANY CHANGES, ERRORS OR OMISSIONS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. J. QUALITY CONTROL 1. CONTRACTOR SHALL CONTACT 'HDPE' BEFORE CONSTRUCTION BEGINS. MANUFACTURE'S REPRESENTATIVE SHALL BE ON SITE AT BEGINNING OF CONSTRUCTION FOR REQUIRED FIELD OBSERVATION. 2. MANUFACTURER'S REPRESENTATIVE SHALL VISIT SITE A MINIMUM OF 2 VISITS, ONCE AT START OF CONSTRUCTION AND ONCE DURING INSTALLATION OF PIPING. 6 1 5 4 1 3 A PAVING SPECIFICATIONS: 1. SCOPE OF WORK THE WORK REQUIRED UNDER THIS SECTION INCLUDES ALL EXTERIOR CONCRETE AND BITUMINOUS PAVING AND RELATED ITEMS NECESSARY TO COMPLETE THE WORK INDICATED ON DRAWINGS AND DESCRIBED IN THE SPECIFICATIONS, INCLUDING BUT NOT LIMITED TO: ALL DRIVES, PARKING AREAS IN CONTRACT LIMITS, SIDEWALKS, CONCRETE SLABS, AND EXTERIOR STEPS 2. MATERIALS A. CONCRETE: CONCRETE SHALL BE READY -MADE AND SHALL BE A MIX OF PROPORTIONED FINE I . AND COARSE AGGREGATES WITH PORTLAND CEMENT AND WATER. MINIMUM CEMENT CONTENT SHALL BE 6 BAGS PER CUBIC YARD OF CONCRETE AND MAXIMUM WATER CONTENT SHALL BE 5.5 U.S. GALLONS PER SACK OF CEMENT, INCLUDING MOISTURE IN THE AGGREGATE. SLUMP FOR NORMAL WEIGHT CONCRETE SHALL BE A MAXIMUM OF 4 INCHES AND A MINIMUM OF 2 INCHES. THE SLUMP OF MACHINE PLACE CONCRETE SHALL BE NO LESS THAN 1-1/4 INCHES NOR MORE THAN 3 INCHES. STANDARD TEST ASTM C0143 SHALL BE USED TO MEASURE SLUMP. MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS SHALL BE 4000 PSI. ALL EXTERIOR CONCRETE SHALL HAVE AIR ENTRAINMENT OF 5% TO 8% BY VOLUME PER ASTM CO260. RETEMPERING OF DELIVERED CONCRETE WILL NOT BE ALLOWED. CONCRETE SHALL BE COMPOSED OF:, 1. PORTLAND CEMENT: CONFORMING TO ASTM C -150, TYPE IA OR TYPE IIIA. 2. AGGREGATES: CONFORMING TO ASTM C -33. 3. WATER: SHALL BE CLEAR AND FREE FROM INJURIOUS AMOUNTS OF OILS, ACIDS, ALKALIC ORGANIC MATERIALS OR OTHER DELETERIOUS SUBSTANCES. B. WELDED STEEL WIRE FABRIC: WHERE REQUIRED FOR CONCRETE REINFORCEMENT SHALL CONFORM TO ASTM A185. C. PRE MOLDED JOINT FILLER: SHALL BE NON- EXTRUDING TYPE MEETING ASTM D -544, EXCEPT THAT PRE MOLDED JOINT FILLER USED IN CONCRETE WALK CONSTRUCTION MAY BE EITHER NON- EXTRUDING OR RESILIENT. D. BITUMINOUS PAVEMENT MATERIALS: ALL MATERIALS PROPOSED FOR THE CONSTRUCTION OF BITUMINOUS PAVEMENTS SHALL COMPLY WITH THE INDIANA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS LATEST VERSION SHALL BE USED. E. COMPACTED AGGREGATE SUB -BASE: SHALL BE CRUSHED STONE OR GRAVEL. CRUSHED GRAVEL SHALL BE A MINIMUM OF 35% CRUSHED MATERIAL. FINES SHALL BE LIMITED TO A MAXIMUM OF 8% OF THE TOTAL. MATERIAL SHALL BE FREE FROM AN EXCESS OF FLAT, CLONGATED, THINLY LAMINATED SOFT OR DISINTEGRATED PIECES, AND SHALL BE FREE FROM FRAGMENTS COATED WITH DIRT. COMPACTED AGGREGATE SHALL BE GRADED AS FOLLOW: PER LATEST REVISIONS. SIEVE SIZE PASSING . 1 -1/2" 100 1" .80-100 1 .3/4" 79 -90 1/2 it 55 -80 #4 35 -60 #8 25 -50 #30 12 -30 #200 5 -10 3. APPLICATION A. GRADING: DO ANY NECESSARY GRADING IN' ADDITION TO THAT PERFORMED IN ACCORDANCE WITH EARTHWORK SECTION, TO BRING SUB GRADES, AFTER FINAL COMPACTION, TO THE REQUIRED GRADES AND SECTIONS FOR SITE IMPROVEMENT. B. PREPARATION OF SUB - GRADE: REMOVE SPONGY AND OTHERWISE UNSUITABLE MATERIAL AND REPLACE WITH STABLE MATERIAL. NO TRAFFIC WILL BE ALLOWED ON PREPARED SUB -GRADE PRIOR TO PAVING. C. COMPACTION OF SUB- GRADE: THE FIRST 6 INCHES BELOW THE SUB -GRADE SHALL BE COMPACTED TO AT LEAST 100% OF. THE MAXIMUM DRY DENSITY AS DETERMINED BY THE PROVISIONS OF AASHTO T -99. WATER SHALL BE PREVENTED FOR STANDING ON THE COMPACTED SUB -GRADE D. UTILITY STRUCTURES: CHECK FOR CORRECT ELEVATION OF ALL MANHOLE COVERS, INLETS, VALVE BOXES AND SIMILAR STRUCTURES LOCATED WITHIN AREAS TO BE PAVED AND MARK, OR HAVE MADE ANY NECESSARY ADJUSTMENTS IN SUCH STRUCTURES. E. PLACING CONCRETE: 1. SUBGRADE: PLACE CONCRETE ONLY ON A MOIST, COMPACTED SUBGRADE OF BASE FREE FROM LOOSE MATERIAL. PLACE NO CONCRETE ON A MUDDY OR FROZEN SUBGRADE 2. FORMS: ALL FORMS SHALL BE FREE FROM WARP, TIGHT ENOUGH TO PREVENT LEAKAGE AND SUBSTANTIAL ENOUGH TO MAINTAIN THEIR SHAPE AND POSITION WITHOUT SPRINGING OR SETTING, WHEN CONCRETE IS PLACED. FORMS SHALL BE CLEAN AND SMOOTH IMMEDIATELY BEFORE PLACING CONCRETE. 3. PLACING CONCRETE: CONCRETE SHALL BE DEPOSITED SO AS TO REQUIRE AS LITTLE HANDING AS PRACTICABLE. WHEN CONCRETE IS TO BE PLACED AT AN ATMOSPHERIC TEMPERATURE OF 35 DEGREES F, OR LESS, PARAGRAPH 702.10 OF THE INDIANA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS, LATEST REVISION SHALL BE FOLLOWED. . F. CONCRETE WALKS AND EXTERIOR STEPS: 1. SLOPES: PROVIDE Y/ INCH PER FOOT CROSS SLOPE. MAKE ADJUSTMENTS IN SLOPES A WALK INTERSECTIONS AS NECESSARY TO PROVIDE PROPER DRAINAGE. 2. DIMENSIONS: WALKS AND STEPS SHALL BE ONE COURSE CONSTRUCTION AND OF WIDTHS AND DETAILS SHOWN ON THE DRAWINGS. . I 3. FINISH: SCREED CONCRETE AND TROWEL WITH A STEEL TROWEL TO A HARD DENSE SURFACE AFTER SURFACE WATER HAS DISAPPEARED. APPLY MEDIUM BROOM FINISH AND SCRIBE CONTROL JOINTS AT 6 FEET SPACING. PROVIDE Y/ INCH EXPANSION JOINTS WHERE SIDEWALKS INTERSECT, AND AT A MAXIMUM SPACING OF 48 FEET BETWEEN EXPANSION JOINTS. G. CURING CONCRETE: EXCEPT AS OTHERWISE SPECIFIED, CURE ALL CONCRETE BY ONE OF THE METHODS DESCRIBED IN SECTION 501.17 OF THE INDIANA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS, LATEST REVISION SHALL BE USED. . H. BITUMINOUS PAVEMENT: HOT ASPHALT CONCRETE PAVEMENT SHALL BE AS SPECIFIED IN SECTION 403 OF THE INDIANA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS, LATEST REVISIONS SHALL BE USED. PAVING WILL NOT BE PERMITTED DURING UNFAVORABLE WEATHER OR WHEN THE TEMPERATURE IS 40 DEGREES F. AND FALLING. I. COMPACTED AGGREGATE SUB -BASE: THE THICKNESS SHOWN ON THE DRAWINGS IS THE MINIMUM THICKNESS OF THE FULL COMPACTED SUB -BASE. COMPACTION SHALL BE ACCOMPLISHED BY ROLLING WITH A SMOOTH WHEELED ROLLER WEIGHING 8 TO 10 TONS. COMPACT TO 95 o COMPACTION USING STANDARD TESTING PROCEDURES. ALONG CURBS, HEADERS AND WALLS AND AT ALL PLACES NOT ACCESSIBLE TO THE ROLLER, THE AGGREGATE MATERIAL SHALL BE TAMPED WITH MECHANICAL TAMPERS OR WITH APPROVED TAMPERS. . "'CORE DRILLING SPECIFICATIONS 1. CTRWD PERSONNEL OR A DISTRICT REPRESENTATIVE MUST BE ON SITE PRIOR TO CORE DRILLING. IF REPRESENTATIVE IS NOT NOTIFIED 48 HOURS PRIOR TO THE CORING OPERATION AND /OR A REPRESENTATIVE IS NOT ON SITE PRIOR TO INITIAL CUT A FEE OF $100.00 MAY BE IMPOSED AND COLLECTED UPON INSPECTION. 2. AN UP TO DATE CERTIFICATE OF INSURANCE IS REQUIRED TO BE ON FILE PRIOR TO THE WORK STARTING. 3. BEFORE STARTING TO DIG CHECK MANHOLE FOR LEVEL. IF QUESTIONABLE, PLUMB -BOB THE MANHOLE AND NOTIFY THE GENERAL CONTRACTOR AND CTRWD. 4. THE MANHOLE SHALL BE PROPERLY SUPPORTED DURING THE CORE DRILLING PROCESS. 5. NO CORING, CUTTING, OR DRILLING IS PERMITTED WITHIN SIX INCHES (6 ") OF A BARREL JOINT. THE HOLES EDGE SHALL BE A MINIMUM OF SIX INCHES (61)) FROM ANY JOINT INSIDE OR OUT OF THE BARREL SECTION. 6. ANY HOLES CUT IN THE FIELD SHALL BE SMOOTHLY AND CLEANLY DRILLED WITH A CORE -DRILL OR IN A MANNER ACCEPTABLE TO CTRWD. THE HOLE SHALL BE WIPED CLEAN. BOOT SHALL MEET ASTM C923 SPECIFICATIONS. BOOT WILL NEED TO BE INCOMPLIANCE WITH CTRWD SPECIFICATIONS. 7. BOOT INSTALLATION SHALL BE PER MANUFACTURERS' RECOMMENDATION TO ENSURE A WATER TIGHT FIT AND PASS ALL REQUIRED TESTING. 8. FOR CORED HOLES, PENETRATIONS AND /OR OTHER OPENINGS THROUGH A MANHOLE OR OTHER SANITARY STRUCTURE, A SEPARATION OF GREATER THAN EIGHTEEN (18) INCHES BETWEEN THE OUTER EDGE OF RESILIENT CONNECTORS IS DESIRED. IF A SEPARATION OF LESS THAN EIGHTEEN (18) INCHES EXISTS, THEN ADDITIONAL REINFORCEMENT WILL BE REQUIRED IN THE STRUCTURE OR THE STRUCTURE DIAMETER SHALL BE ENLARGED TO PROVIDE THE REQUIRED SEPARATION. 9. CORED HOLES, PENETRATIONS AND /OR OTHER OPENING THROUGH A MANHOLE OR OTHER SANITARY STRUCTURE SHALL HAVE A MINIMUM SEPARATION OF EIGHT (8) INCHES FROM THE OUTER EDGE OF RESILIENT CONNECTORS IF ADDITIONAL REINFORCEMENT IS IMPLEMENTED 4 1 1 3 2. WATER LINES: SEE SHEET C701 2 FAM NOTE: THE ENGINEER AND /OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. CAUTION11 THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY OTHER) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. _ THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION PLEASE CALL HOLEY HOLEY' 1--800-3a2-5544 TOLL FREE o r.-q �o 00 C4 � F-01 tnI u \6 Cfi \0 O\0 u '�'d.� F -4 00 00 RT H t< t� O *-t r-+ O MM04 �J I x .444 6 W W c- . w a f;vo < u a w En H A TI w .4� H T_ 914 11.4 I w ui 9 ►-4 O r>0 W W . 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SHINNEMAN P.E. 10200392 W C) U 1 9 d 0 V I V) g ij/ O • _3 co Q d Fwm� � » 6t; c� E- C3 d U _ I'-- -� h � 4..i , E �) -0 11111111m,� , u Q) .� Ez� I ull� o W P-4 pm� D4 � CA � .d z ,`d 65 o^ f0� g 'N P=4 a_ u Q U) (f) �:) ,+� c4n co o • � l 13� (4 ) a 0 E mm� ?tz 44 .5 cn >, Q (z) _&I o✓ "-" z =� 0 0 w N -6.4 ix O rd a rd SHEET NO. ° PROJECT N0. W07.0251 ® SANITARY SEWER SPECIFICATIONS: 1. STANDARD SPECIFICATIONS OF CLAY TOWNSHIP REGIONAL WASTE DISTRICT (THE DISTRICT) AND DEPARTMENT OF TRANSPORTATION (INDOT) SHALL APPLY FOR ALL WORK AND MATERIALS. SANITARY SEWER PIPE SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 715 OF THE CURRENT INDOT STANDARD SPECIFICATIONS HANDBOOK. On v _ 2. SANITARY SEWER GRAVITY PIPE, UNLESS PRESSURE RATED PIPE REQUIRED PER IAC OR .- - 0 DIRECTIONAL DRILLED PIPE, SHALL BE POLYVINYL CHLORIDE (PVC) IN ACCORDANCE WITH ASTM D3034 -89 WITH A MINIMUM WALL THICKNESS DESIGNATION OF SDR 35 AND INSTALLED PER ASTM `n D2321 -89 SPECIFICATION. PVC PIPE USED SHALL BE GROOVED BELL, SPIGOT END, AND N 0 r GASKETED. THE PIPE SHALL BE MADE OF PVC PLASTIC HAVING A CELL CLASSIFICATION OF 0 12454B. o _r 3. PVC SANITARY SEWER GRAVITY FITTINGS SHALL ALSO CONFORM TO THE REQUIREMENTS OF THE ASTM D3034 --89 SPECIFICATION. ALL FITTINGS SHALL BE MOLDED IN ONE PIECE WITH STANDARD cp PIPE BELLS, GASKETED ELASTOMERIC JOINTS, AND SPIGOT ENDS. SINGLE PIECE MOLDED PVC WITH I., a I- 0 STANDARD PIPE BELLS, GASKETS, AND SPIGOT ENDS FOR BACK -TO -BACK TEE WYES ARE N N 0 ACCEPTABLE. WALL THICKNESS OF ALL FITTINGS SHALL HAVE A MINIMUM DESIGNATION OF SDR 26. 0 0 GASKETS FOR ELASTOMERIC JOINTS SHALL BE MOLDED WITH A MINIMUM CROSS - SECTIONAL AREA o OF 0.20 SQUARE INCHES AND CONFORM TO ASTM F477 SPECIFICATION. < L E '_ 0 O..- 0 o , N c C- � p Z U �,- d Ul b j O ,-: f tom, E -� \r U� �CD _i _ 0 CL 10 1 9 8 1 7 4. ALL SANITARY MANHOLES SHALL BE PRECAST CONCRETE MANHOLES IN ACCORDANCE WITH ASTM C478 AND SECTION 720 OF THE CURRENT INDOT STANDARD SPECIFICATIONS HANDBOOK. 0 -RINGS SHALL CONFORM TO C443. DOUBLE ROW OF KENT SEAL OR EQUIVALENT SHALL ALSO BE APPLIED TO ALL JOINTS AND BETWEEN RISER RINGS AND CASTINGS. MANHOLE STEP SPACING SHALL BE NO MORE THAN 16- INCHES. MANHOLES SHALL BE AIR TESTED FOR LEAKAGE IN ACCORDANCE WITH ASTM C1244 -02, STANDARD TEST METHOD FOR CONCRETE SEWER MANHOLES BY THE NEGATIVE AIR PRESSURE (VACUUM) TEST. A. INSTALLATION AND OPERATION OF VACUUM EQUIPMENT AND INDICATING DEVICES MUST BE IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS AND PERFORMANCE SPECIFICATIONS WHICH HAVE BEEN PROVIDED BY THE MANUFACTURER AND ACCEPTED BY THE DISTRICT ENGINEER. THE VACUUM EQUIPMENT MUST BE CAPABLE OF TESTING THE ENTIRE MANHOLE, INCLUDING THE CASTING AND RISER RINGS. B. WITH THE VACUUM TESTER SET IN PLACE: 1. CONNECT THE VACUUM PUMP TO THE OUTLET PORT WITH THE VALVE OPEN. 2. DRAW A VACUUM OF TEN (10) INCHES OF HG. (5 PSI) AND CLOSE THE VALVE. C. ACCEPTED STANDARDS FOR LEAKAGE WILL BE ESTABLISHED FROM THE ELAPSED TIME FOR A NEGATIVE PRESSURE CHANGE FROM TEN (10) INCHES TO NINE (9) INCHES OF MERCURY. THE MAXIMUM ALLOWABLE LEAKAGE RATE FOR A FOUR (4) FOOT DIAMETER MANHOLE MUST BE IN ACCORDANCE WITH THE FOLLOWING: MINIMUM ELAPSED TIME FOR A: MANHOLE DEPTH PRESSURE CHANGE OF 1 INCH HG 10 FEET 0R LESS 60 SECONDS > 10 FEET BUT < 15 FEET 75 SECONDS > 15 FEET BUT <25 FEET 90 SECONDS FOR MANHOLES FIVE (5) FEET IN DIAMETER, ADD AN ADDITIONAL FIFTEEN (15) SECONDS AND FOR MANHOLES SIX (6) FEET IN DIAMETER, ADD AN ADDITIONAL THIRTY (30) SECONDS TO THE TIME REQUIREMENTS FOR FOUR (4) FOOT DIAMETER MANHOLES. FOR ALL MANHOLES DEEPER THAN TWENTY -FIVE (25) FEET, THE ENGINEER WILL DETERMINE THE APPLICABLE MINIMUM ELAPSED TIME. D. IF THE MANHOLE FAILS THE TEST, NECESSARY REPAIRS MUST BE MADE. THE VACUUM TEST AND REPAIRS MUST BE REPEATED UNTIL THE MANHOLE PASSES THE TEST. E. IF MANHOLE JOINT SEALANTS ARE PULLED OUT DURING THE VACUUM TEST, THE MANHOLE MUST BE DISASSEMBLED AND THE JOINT SEALANTS REPLACED. F. MANHOLES WILL BE SUBJECT TO VISUAL INSPECTION WITH ALL VISUAL LEAKS BEING REPAIRED. 5. BUTYL RUBBER COATING WITH PLASTIC WRAP SHALL BE APPLIED AROUND EACH MANHOLE JOINT FROM 3- INCHES ABOVE TO 3- INCHES BELOW EACH JOINT. THE APPROPRIATE PRIMER SHALL BE APPLIED PRIOR TO APPLYING THE RUBBER COATING. INSIDE JOINTS TO BE FILLED WITH PRECAAT PLUG MATERIAL. ENTIRE EXTERIOR SURFACE OF SANITARY SEWER MANHOLES SHALL BE SPRAYED WITH A BITUMINOUS COATING AND ALL EXTERIOR GAP EXPOSURE OF RISER RINGS SHALL BE BACK PLASTERED OR GROUTED WITH NONSHRINK GROUT. 6. THE MANHOLE CHIMNEYS, INCLUDING ALL RISER RINGS SHALL BE SEALED USING FLEX RIB INTERNAL CHIMNEY SEAL MANUFACTURED BY CRETEX, NPC, OR A DISTRICT APPROVED EQUAL. THE FLEX RIB INTERNAL CHIMNEY SEAL SHALL EXTEND FROM A MINIMUM OF 3- INCHES BELOW THE TOP OF THE CONE SECTION TO 3- INCHES OVER THE MANHOLE CASTING FRAME OR PER MANUFACTURERS INSTALLATION PROCEDURES IF DIRECTED OTHERWISE. INTERNAL CHIMNEY SEAL SHALL BE INSTALLED AFTER MANHOLE VACUUM TESTING AND PRIOR TO FINAL ACCEPTANCE. WATER TEST MAY BE DONE, PER MANUFACTURER OR DISTRICTS RECOMMENDATION, TO PROVIDE ASSURANCE THAT INTERNAL CHIMNEY SEAL IS WATER TIGHT. 7. THE CASTING ELEVATIONS ARE SET BY PLAN, HOWEVER, THE CASTINGS ARE TO BE ADJUSTED IN THE FIELD BY THE DISTRICT'S REPRESENTATIVE SHOULD A DISCREPANCY OCCUR BETWEEN PLAN GRADE AND EXISTING GRADE. NEW MANHOLE RINGS) AND COVER SHALL BE INSTALLED TO ESTABLISH GRADE. MAXIMUM HEIGHT OF ADJUSTING RINGS SHALL. BE 12 -INCH ON EXISTING STRUCTURE ADJUSTMENT AND 10 -INCH MAXIMUM ON NEW CONSTRUCTION. 8. BACKFILL AROUND ALL INSTALLED OR PROPOSED MANHOLE STRUCTURES, SIDEWALKS, BIKE PATHS AND /OR ALL PAVED AREAS SHALL BE MADE WITH GRANULAR MATERIAL (B- BORROW)OR NO. 8 STONE, UP TO 18- INCHES BELOW CROSSSECTION THICKNESS (WHICH SHALL INCLUDE "NO. 53" .STONE DEPTH). IF MORE STRINGENT BACKFILL REQUIREMENTS ARE SET OUT PER CITY, TOWN, COUNTY, OR DISTRICT SPECIFICATIONS THOSE STANDARDS SHALL BE FOLLOWED. TRENCH OPENING WITHIN 5 -FEET OF THE BACK OF THE CURB OF PAVED ROADWAYS, SHALL BE BACKFILLFD WITH GRANULAR MATERIAL OR NO. 8 STONE IN ACCORDANCE WITH SECTION 211 OF THE CURRENT INDOT STANDARD SPECIFICATIONS HANDBOOK. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT ALL STATE HIGHWAYS, CITY, AND COUNTY PERMITS HAVE BEEN OBTAINED BY THE DEVELOPER PRIOR TO START OF CONSTRUCTION. 10. INITIAL ASBUILTS SHALL BE PRESENTED TO THE INSPECTING ENGINEER PRIOR TO FINAL SUBMITTAL TO THE DISTRICT FOR REVIEW, OTHERWISE CONTRACTOR SHALL BE REQUIRED TO FURNISH THE DEVELOPER'S ENGINEER WITH A SET OF PRINTS SHOWING ACTUAL SEWER LOCATIONS AND INVERTS INCLUDING LATERAL LOCATION, DEPTH, AND LENGTH. SUCH ASBUILT PRINTS MUST BE RECEIVED BY THE ENGINEER BEFORE THE FINAL CONTRACT PAYMENT CAN BE AUTHORIZED. ASBUILTS SHALL BE SUBMITTED PER THE DISTRICTS CURRENT STANDARD WHICH CAN BE FOUND AT WWW.CTRWD.ORG. 11. THE SANITARY SEWER LATERALS AND STUBS TERMINATION SHALL BE INDICATED ON THE , SURFACE WITH A DETECTABLE METAL POST SET IMMEDIATELY ABOVE THE SAID TERMINATION POINT IF FULL CONNECTION IS NOT IMMEDIATELY MADE. 12. ALL SANITARY SEWER LINES UPON COMPLETION WILL BE REQUIRED TO PASS A LOW PRESSURE AIR TEST. SAID TEST SHALL BE CONDUCTED ACCORDING TO ASTM F1417 -92, AND SHALL BE WITNESSED BY A DISTRICT EMPLOYEE OR THE DISTRICTS REPRESENTATIVE. THE TESTING SHALL BE IN ACCORDANCE WITH TABLE 1 AS FOLLOWS _WITH 0.5 PSI BEING ADDED FOR EACH FOOT OF WATER ABOVE THE SEWER LINE BEING TESTED. SEWER LINES SHALL BE SUBJECT TO VISUAL LEAK INSPECTION AT DOWNSTREAM MANHOLES WITH ALL VISUAL LEAKS BEING REPAIRED AND SUBJECT TO TELEVISING REQUESTS BY THE DISTRICT. 13. PRIOR TO FINAL DEFLECTION TEST (MANDREL TEST) ALL MAINLINES SHALL BE CLEANED AND FREE OF ANY DEBRIS. DEFLECTION TESTS SHALL BE PERFORMED ON ALL FLEXIBLE* PIPE AFTER THE FINAL BACKFILL HAS BEEN IN PLACE AT LEAST 30 DAYS. NO PIPE SHALL EXCEED A VERTICAL DEFLECTION OF 5% DEFLECTION TEST RESULTS. ( *THE FOLLOWING ARE CONSIDERED NON- FLEXIBLE PIPES: CONCRETE PIPE, DUCTILE IRON PIPE, AND CAST IRON PIPE). THE DEFLECTION TEST SHALL BE PERFORMED WITH A NINE -POINT MANDREL. PROVING RINGS SHALL BE AVAILABLE AT TIME OF TEST OTHERWISE NO TESTING WILL BE ALLOWED. ALL MANDREL TESTING SHALL BE WITNESSED BY A DISTRICT EMPLOYEE OR THE DISTRICTS REPRESENTATIVE. 14. THE ENDS OF ALL LATERALS ARE TO BE PLUGGED WATER TIGHT WITH A GASKETED CAP CAPABLE OF WITHSTANDING A LOW PRESSURE AIR TEST WITHOUT LEAKAGE. LATERALS SHALL BE SUBJECT TO VISUAL LEAK INSPECTION AT DOWNSTREAM MANHOLES WITH ALL VISUAL LEAKS BEING REPAIRED 15. BEDDING FOR FLEXIBLE PIPE AND RIGID PIPE SHALL BE NO. 8 CRUSHED STONE FROM 6- INCHES BELOW TO 12- INCHES ABOVE THE PIPE. MANHOLES SHALL BE PLACED ON NO LESS THAN 6- INCHES OF NO. 8 CRUSHED STONE BEDDING. 16. WATER LINE, UTILITY, AND LEGAL DRAIN CROSSINGS AND SEPARATIONS SHALL BE IN ACCORDANCE WITH THE MORE STRINGENT OF THE TWO: 327 IAC 3 -6 -9 OR THE DISTRICTS STANDARD DRAWINGS. 17. THE TRENCH SHALL BE OPENED SUFFICIENTLY AHEAD OF PIPE LAYING TO REVEAL OBSTRUCTION, AND SHALL BE PROPERLY PROTECTED AND /OR BARRICADED WHEN LEFT UNATTENDED. . 18. NO WATER SHALL BE PERMITTED TO FLOW INTO THE SANITARY SEWER SYSTEM DURING CONSTRUCTION. CONTRACTOR SHALL UTILIZE A PUMP TO KEEP THE WATER LEVEL BELOW THE PIPE. PUMP DISCHARGE SHALL BE DIRECTED TO A STORM OUTLET IN ACCORDANCE WITH STATE AND FEDERAL LAWS AND REGULATIONS (327 IAC 3- 6 -20). ANY PIPE ENTERING EXISTING SEWERS SHALL BE PLUGGED WITH SCREW TYPE MECHANICAL, BRACED PLUG UNTIL SUCH TIME AS ALL TESTS ON THE SEWERS AND ALL PUNCH LIST ITEMS ARE COMPLETE. 19. ALL SEWER LATERALS INSTALLED SHALL BE BEDDED THE SAME AS THE MAIN LINE SEWER. 20. FORTY -EIGHT (48) HOURS NOTICE SHALL BE GIVEN TO THE DISTRICT PRIOR TO THE START OF SEWER CONSTRUCTION. ALSO, 48 HOURS NOTICE SHALL BE GIVEN PRIOR TO DOING ANY TESTING ON THE SEWER. 21. MANHOLE CASTINGS SHALL BE STAMPED SANITARY SEWER (NEENAH CASTING R-1772 OR EAST JORDAN 102221 GS) AND BE SELF - SEALING TYPE. THE CASTING FLANGE SHALL BE 34 INCHES AND THE CLEAR OPENING SHALL BE MIN. 20- 13/16 INCHES. WATERTIGHT CASTINGS SHALL BE BOLTDOWN EAST JORDAN 1022Z1PT AND ALSO STAMPED SANITARY SEWER. 22. THE MINIMUM SLOPE OF THE SEWER SHALL BE: SIZE OF PIPE MINIMUM CONSTRUCTED SLOPE 8 -INCH 0.40% 10- INCH 0.28% 12 -INCH 0.22% 15 -INCH 0.15% 18 -INCH 0.12% . 23. THE CONTRACTOR SHALL PROVIDE MEASUREMENTS OF THE SLOPE OF THE SEWER FOR EACH MANHOLE SECTION AS CONSTRUCTION PROGRESSES. SUCH MEASUREMENTS SHALL BE CERTIFIED BY A REGISTERED LAND SURVEYOR OR ENGINEER AND BE AVAILABLE ON -SITE FOR OBSERVATION BY THE DISTRICT'S INSPECTOR. NO MORE THAN THREE MANHOLE. SECTIONS CAN BE CONSTRUCTED IN ADVANCE OF SUCH MEASUREMENTS. 24. IN THE EVENT THE CONTRACTOR DOES NOT MEET THE MINIMUM SLOPES, THE SEWER SECTION AND ANY OTHER AFFECTED SEWER SECTIONS SHALL BE RECONSTRUCTED TO MEET SUCH MINIMUM SLOPES. 25. LATERALS ARE TO BE INSTALLED WITH A MINIMUM 14 GAUGE TRACER WIRE FROM THE WYE TO THE TERMINUS. UPON LATERAL COMPLETION THE CONTRACTOR FOR THE BUILDING OR HOME WILL EXTEND THE WIRE FROM THIS TERMINUS TO THE BUILDING CLEANOUT ADJACENT TO THE BUILDING. e CONCRETE CURBING SPECIFICATIONS: 1. ALL CONCRETE CURBING TO BE INSTALLED WITHIN THE CITY OF CARMEL CITY LIMITS MUST BE INSTALLED PER THE STANDARD SPECIFICATIONS AND DETAILS AS SHOWN ON SHEET C201 OF THESE CONSTRUCTION PLANS. ANY DEVIATION FROM THESE SET POLICIES AND DETAILS WILL BE REMOVED AND REPLACED AT THE EXPENSE OF THE CONTRACTOR OF SUBCONTRACTOR PERFORMING THE CONCRETE CURB INSTALLATION. SEE SHEEP C302. m 7 6 1 5 EROSION CONTROL SPECIFICATIONS: THIS PLAN IS DESIGNED AS AN ATTEMPT TO PREVENT ANY AND ALL SEDIMENT FROM LEAVING THE CONSTRUCTION SITE BY WAY OF EROSION. IF EROSION OF SEDIMENT FROM THE SITE IS TAKING PLACE, THE CONTRACTOR AND /OR OWNER SHALL TAKE PREVENTATIVE ACTION IMMEDIATELY. THE ENGINEER SHALL BE CONSULTED IN THE EVENT THIS HAPPENS. TEMPORARY SEEDING IS TO BE APPLIED TO ANY GRADED AREA THAT WILL REMAIN UNALTERED FOR AN EXTENDED PERIOD OF TIME. PERMANENT SEEDING IS TO BE APPLIED IMMEDIATELY TO AREAS THAT HAVE ACHIEVED FINAL AND FINISHED GRADE. . PRESERVE EXISTING VEGETATION ON THE SITE WHENEVER AND WHEREVER POSSIBLE TO PREVENT TOPSOIL EROSION. ALL SEDIMENT CAPTURING MEASURES SHALL BE IMPLEMENTED PRIOR TO THE DISTURBANCE OF THE CONSTRUCTION AREA THEY ARE INTENDED TO SERVICE. ALL EROSION CONTROL MEASURES PROPOSED ARE TO BE PROPERLY MAINTAINED TO CONTINUE THEIR EFFECTIVENESS. IF GRADING OCCURS DURING THE MONTHS OF DECEMBER, JANUARY OR FEBRUARY DORMANT SEEDING PROCEDURES SHALL BE USED: . DURING DRY WEATHER, KEEP LAWNS WATERED WITH SPRINKLERS OR OTHER APPROVED METHODS. RESEED ANY AREAS NOT GERMINATING OR DAMAGED AT INTERVALS AS MAY BE REQUIRED ACCORDING TO SEASONAL CONDITION AND /OR CONSTRUCTION ACTIVITY. WATER GRASS AND EXECUTE NECESSARY WEEDING UNTIL FULL STAND OF GRASS HAS BEEN OBTAINED. . THE IMPLEMENTATION AND MAINTENANCE OF THE EROSION CONTROL IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND /OR OWNER. IT SHALL BE THE CONTRACTOR'S AND /OR OWNER'S RESPONSIBILITY TO MINIMIZE SEDIMENTATION (FROM ON -SITE CONSTRUCTION ACTIVITIES) FROM BEING DEPOSITED ONTO ADJACENT PROPERTIES AND RECEIVING STREAMS /DITCHES IN STRICT COMPLIANCE WITH "RULE 5" (327 IAC 15 -5, CONSTRUCTION ACTIVITY STORMWATER RUNOFF CONTROL). IT SHALL ALSO BE THE CONTRACTOR'S AND /OR OWNER'S RESPONSIBILITY TO OBTAIN ANY APPROVALS REQUIRED FROM THE LOCAL AUTHORITY AND TO SUBMIT A COMPLETE NOTICE OF INTENT LETTER TO THE OFFICE OF WATER MANAGEMENT, INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT PRIOR TO ANY CONSTRUCTION ACTIVITY.. FOR SEASONAL VARIATIONS - SEE SEASONAL SOIL PROTECTION CHART IN THESE PLANS. ® STORM SEWER SPECIFICATIONS, 1. SCOPE OF WORK THE WORK UNDER THIS SECTION INCLUDES ALL STORM SEWERS, STORM WATER INLETS, AND RELATED ITEMS, INCLUDING EXCAVATING AND BACKFILLING, NECESSARY TO COMPLETE THE WORK SHOWN ON THE DRAWINGS. 2. MATERIALS A. STORM SEWERS: 1. REINFORCED CONCRETE SEWER PIPE SHALL CONFORM TO ASTM C -76 CLASS 3 LATEST REVISION WITH JOINTS CONFORMING TO ASTM C -443 LATEST REVISION. 2. STORM SEWERS HANCOR "HIT r'IPE AND ADS OR APPROVED EQUAL: WITH THE FOLLOWING REQUIREMENTS: A. 4 INCH THROUGH 10 INCH MEETING AASHTO M252 TYPE S. 12 INCH THROUGH 36 INCH MEETING AASHTO M294 TYPE S. B. GASKETS MEETING ASTM D1056 GRADE 2A2. C. FITTINGS MEETING ASSHTO M252 OR AASHTO M294, MEETING ASTM D3350 CELL CLASSIFICATION 32442OC: OR ASTM D3350 TYPE III, CLASS C, CATEGORY 4, GRADE P33. B. DRAINAGE STRUCTURES: 1. PRECAST REINFORCED CONCRETE DRAINAGE SECTIONS AND STEPS SHALL CONFORM TO ASTM C -478 LATEST REVISION AND LATEST REVISION OF INDOT PRECAST STRUCTURE DETAILS. 2. CASTINGS SHALL BE OF UNIFOrRIsil QUALITY, FREE FROM BLOW HOLES, POROSITY, HARD SPOTS, SHRINKAGE DISTORTION OR OTHER DEFEC S, THEY SHALL BE SMOOTH AND WELL CLEANED BY SHOT BLASTING OR BY SAME OTHER APPROVED METHOD. THEY SHALL BE COATED WITH ASPHALT PAINT WHICH SHALL RESULT IN A SMOOTH COATING. TOUGH AND TENACIOUS WHEN COLD, NOT TACKY OR BRITTLE. THEY SHALL BE GRAY IRON MEETING ASTM A -48 LATEST REVISION. . 3. JOINTS - STRUCTURE SECTIONS SHALL BE JOINTED WITH RUBBER TYPE GASKETS, THE RUBBER TYPE GASKETS SHALL MEET ASTM C -443 LATEST REVISION. C. SUBDRAINS: 1. PERFORATED PLASTIC PIPE SUBDRAINS SHALL CONFORM TO ASTM D3034, SDR 35, ASTM D2729, OR ASTM F405. 3. APPLICATION A. PERMITS AND CODES: THE INTENT OF THIS SECTION OF THE SPECIFICATIONS IS THAT THE CONTRACTOR'S BID ON THE WORK COVERED HEREIN SHALL BE BASED UPON THE DRAWINGS AND SPECIFICATIONS BUT THAT THE WORK SHALL COMPLY WITH ALL, APPLICABLE CODES AN REGULATIONS AS AMENDED BY ANY WAIVERS, CONTRACTOR SHALL FURNISH ALL BONDS NECESSARY TO GET PERMITS FOR CUTS AND CONNECTIONS TO EXISTING SEWERS. B. LOCAL STANDARDS: THE TERM "LOCAL STANDARDS" AS USED HEREIN MEANS THE STANDARDS OF DESIGN AND CONSTRUCTION OF THE RESPECTIVE MUNICIPAL DEPARTMENT AND /OR UTILITY COMPANY. C. EXISTING IMPROVEMENTS: MAINTAIN IN OPERATING CONDITION ALL ACTIVE UTILITIES, SEWERS AND OTHER DRAINS ENCOUNTERED IN THE SEWER INSTALLATION. REPAIR TO THE SATISFACTION OF THE OWNER ANY DAMAGE TO EXISTING ACTIVE IMPROVEMENTS. D. WORKMANSHIP: TO CONFORM TO ALL LOCAL, STATE AND NATIONAL CODES AND TO BE APPROVED BY ALL LOCAL AND STATE AGENCIES HAVING JURISDICTION. E. TRENCHING: LAY ALL PIPE IN OPEN TRENCHES, EXCEPT WHEN THE LOCAL AUTHORITY GIVE WRITTEN PERMISSION FOR TUNNELING. OPEN THE TRENCH SUFFICIENTLY AHEAD OF PIPE LAYING TO REVEAL ANY OBSTRUCTIONS. THE WIDTH OF THE TRENCH SHALL BE THE INSIDE PIPE DIAMETER PLUS 24 INCHES FOR 12 INCHES ABOVE THE PIPE. SHEET AND BRACE TRENCH AS NECESSARY TO PROTECT WORKMEN AND ADJACENT STRUCTURES. ALL TRENCHING TO COMPLY WITH OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION STANDARDS. KEEP TRENCHES FREE FROM WATER WHILE CONSTRUCTION IS IN PROGRESS. UNDER NO CIRCUMSTANCES LAY PIPE OR APPURTENANCES IN STANDING WATER. CONDUCT THE DISCHARGE FORM TRENCH DEWATERING TO DRAINS OR NATURAL DRAINAGE CHANNELS. F. SPECIAL SUPPORTS: WHENEVER, IN THE OPINION OF THE ENGINEER, THE SOIL AT OR BELOW THE PIPE GRADE IS UNSUITABLE FOR SUPPORTING SEWERS AND APPURTENANCES SPECIFIED IN THIS SECTION, SUCH SPECIAL SUPPORT, IN ADDITION THOSE SHOWN OR SPECIFIED, SHALL BE PROVIDED AS THE ENGINEER MAY DIRECT, AND THE CONTRACT WILL BE ADJUSTED. . G. BACKFILLING 1. RCP BACKFILLING: FOR DEPTH OF AT LEAST 12 INCHES ABOVE THE TOP OF THE PIPE, BACKFILL WITH EARTH OR GRANULAR MATERIAL FREE FROM LARGE STONES, ROCK FRAGMENTS, ROOTS OR SOD. TAMP THIS BACKFILL THOROUGHLY TAKING CARE NOT TO DISTURB THE PIPE. FOR THE REMAINING TRENCH DEPTH, BACKFILL WITH EARTH OR GRANULAR MATERIAL CONTAINING STONES OR ROCKS_ NOT LARGER THAN 4 INCHES. BACKFILL UNDER WALKS, PARKING AREAS, DRIVEWAYS AND STREETS SHALL BE GRANULAR MATERIAL ONLY THOROUGHLY COMPACTED BY APPROVED METHODS. TRENCHES PARALLEL TO AND WITHIN 5 FEET OF PAVED ROADWAYS SHALL ALSO BE CONSTRUCTED WITH COMPACTED GRANULAR MATERIALS. 2. HDPE BACKFILLING: FOR DEPTH OF AT LEAST 12 INCHES ABOVE THE TOP OF THE PIPE, BACKFILL WITH GRANULAR MATERIAL. COMPACT THIS BACKFILL THOROUGHLY TAKING CARE NOT TO DISTURB THE PIPE. FOR THE REMAINING TRENCH DEPTH, BACKFILL WITH EARTH OR GRANULAR MATERIAL CONTAINING STONES OR ROCKS NOT LARGER THAN 4 INCHES. BACKFILL UNDER WALKS, PARKING AREAS, DRIVEWAYS AND STREETS SHALL BE GRANULAR MATERIAL ONLY THOROUGHLY COMPACTED BY APPROVED METHODS. TRENCHES PARALLEL TO AND WITHIN 5 FEET OF PAVED ROADWAYS SHALL ALSO BE CONSTRUCTED WITH COMPACTED GRANULAR MATERIALS. . H. SUBDRAINS: ALL SUBDRAINS ON SITE SHALL BE OF THE SIZE AS SHOWN AND SHALL BE PLACED AS SHOWN ON THE PLANS. THEY SHALL BE CONSTRUCTED TO THE GRADES AS SHOWN ON THE PLANS. . I. UTILITIES: IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF THE WORK. IT SHALL ALSO, BE THE CONTRACTORS RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNERS OR THE ENGINEER OF ANY CHANGES, ERRORS OR OMISSIONS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. J. QUALITY CONTROL 1. CONTRACTOR SHALL CONTACT 'HDPE' BEFORE CONSTRUCTION BEGINS. MANUFACTURE'S REPRESENTATIVE SHALL BE ON SITE AT BEGINNING OF CONSTRUCTION FOR REQUIRED FIELD OBSERVATION. 2. MANUFACTURER'S REPRESENTATIVE SHALL VISIT SITE A MINIMUM OF 2 VISITS, ONCE AT START OF CONSTRUCTION AND ONCE DURING INSTALLATION OF PIPING. 6 1 5 4 1 3 A PAVING SPECIFICATIONS: 1. SCOPE OF WORK THE WORK REQUIRED UNDER THIS SECTION INCLUDES ALL EXTERIOR CONCRETE AND BITUMINOUS PAVING AND RELATED ITEMS NECESSARY TO COMPLETE THE WORK INDICATED ON DRAWINGS AND DESCRIBED IN THE SPECIFICATIONS, INCLUDING BUT NOT LIMITED TO: ALL DRIVES, PARKING AREAS IN CONTRACT LIMITS, SIDEWALKS, CONCRETE SLABS, AND EXTERIOR STEPS 2. MATERIALS A. CONCRETE: CONCRETE SHALL BE READY -MADE AND SHALL BE A MIX OF PROPORTIONED FINE I . AND COARSE AGGREGATES WITH PORTLAND CEMENT AND WATER. MINIMUM CEMENT CONTENT SHALL BE 6 BAGS PER CUBIC YARD OF CONCRETE AND MAXIMUM WATER CONTENT SHALL BE 5.5 U.S. GALLONS PER SACK OF CEMENT, INCLUDING MOISTURE IN THE AGGREGATE. SLUMP FOR NORMAL WEIGHT CONCRETE SHALL BE A MAXIMUM OF 4 INCHES AND A MINIMUM OF 2 INCHES. THE SLUMP OF MACHINE PLACE CONCRETE SHALL BE NO LESS THAN 1-1/4 INCHES NOR MORE THAN 3 INCHES. STANDARD TEST ASTM C0143 SHALL BE USED TO MEASURE SLUMP. MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS SHALL BE 4000 PSI. ALL EXTERIOR CONCRETE SHALL HAVE AIR ENTRAINMENT OF 5% TO 8% BY VOLUME PER ASTM CO260. RETEMPERING OF DELIVERED CONCRETE WILL NOT BE ALLOWED. CONCRETE SHALL BE COMPOSED OF:, 1. PORTLAND CEMENT: CONFORMING TO ASTM C -150, TYPE IA OR TYPE IIIA. 2. AGGREGATES: CONFORMING TO ASTM C -33. 3. WATER: SHALL BE CLEAR AND FREE FROM INJURIOUS AMOUNTS OF OILS, ACIDS, ALKALIC ORGANIC MATERIALS OR OTHER DELETERIOUS SUBSTANCES. B. WELDED STEEL WIRE FABRIC: WHERE REQUIRED FOR CONCRETE REINFORCEMENT SHALL CONFORM TO ASTM A185. C. PRE MOLDED JOINT FILLER: SHALL BE NON- EXTRUDING TYPE MEETING ASTM D -544, EXCEPT THAT PRE MOLDED JOINT FILLER USED IN CONCRETE WALK CONSTRUCTION MAY BE EITHER NON- EXTRUDING OR RESILIENT. D. BITUMINOUS PAVEMENT MATERIALS: ALL MATERIALS PROPOSED FOR THE CONSTRUCTION OF BITUMINOUS PAVEMENTS SHALL COMPLY WITH THE INDIANA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS LATEST VERSION SHALL BE USED. E. COMPACTED AGGREGATE SUB -BASE: SHALL BE CRUSHED STONE OR GRAVEL. CRUSHED GRAVEL SHALL BE A MINIMUM OF 35% CRUSHED MATERIAL. FINES SHALL BE LIMITED TO A MAXIMUM OF 8% OF THE TOTAL. MATERIAL SHALL BE FREE FROM AN EXCESS OF FLAT, CLONGATED, THINLY LAMINATED SOFT OR DISINTEGRATED PIECES, AND SHALL BE FREE FROM FRAGMENTS COATED WITH DIRT. COMPACTED AGGREGATE SHALL BE GRADED AS FOLLOW: PER LATEST REVISIONS. SIEVE SIZE PASSING . 1 -1/2" 100 1" .80-100 1 .3/4" 79 -90 1/2 it 55 -80 #4 35 -60 #8 25 -50 #30 12 -30 #200 5 -10 3. APPLICATION A. GRADING: DO ANY NECESSARY GRADING IN' ADDITION TO THAT PERFORMED IN ACCORDANCE WITH EARTHWORK SECTION, TO BRING SUB GRADES, AFTER FINAL COMPACTION, TO THE REQUIRED GRADES AND SECTIONS FOR SITE IMPROVEMENT. B. PREPARATION OF SUB - GRADE: REMOVE SPONGY AND OTHERWISE UNSUITABLE MATERIAL AND REPLACE WITH STABLE MATERIAL. NO TRAFFIC WILL BE ALLOWED ON PREPARED SUB -GRADE PRIOR TO PAVING. C. COMPACTION OF SUB- GRADE: THE FIRST 6 INCHES BELOW THE SUB -GRADE SHALL BE COMPACTED TO AT LEAST 100% OF. THE MAXIMUM DRY DENSITY AS DETERMINED BY THE PROVISIONS OF AASHTO T -99. WATER SHALL BE PREVENTED FOR STANDING ON THE COMPACTED SUB -GRADE D. UTILITY STRUCTURES: CHECK FOR CORRECT ELEVATION OF ALL MANHOLE COVERS, INLETS, VALVE BOXES AND SIMILAR STRUCTURES LOCATED WITHIN AREAS TO BE PAVED AND MARK, OR HAVE MADE ANY NECESSARY ADJUSTMENTS IN SUCH STRUCTURES. E. PLACING CONCRETE: 1. SUBGRADE: PLACE CONCRETE ONLY ON A MOIST, COMPACTED SUBGRADE OF BASE FREE FROM LOOSE MATERIAL. PLACE NO CONCRETE ON A MUDDY OR FROZEN SUBGRADE 2. FORMS: ALL FORMS SHALL BE FREE FROM WARP, TIGHT ENOUGH TO PREVENT LEAKAGE AND SUBSTANTIAL ENOUGH TO MAINTAIN THEIR SHAPE AND POSITION WITHOUT SPRINGING OR SETTING, WHEN CONCRETE IS PLACED. FORMS SHALL BE CLEAN AND SMOOTH IMMEDIATELY BEFORE PLACING CONCRETE. 3. PLACING CONCRETE: CONCRETE SHALL BE DEPOSITED SO AS TO REQUIRE AS LITTLE HANDING AS PRACTICABLE. WHEN CONCRETE IS TO BE PLACED AT AN ATMOSPHERIC TEMPERATURE OF 35 DEGREES F, OR LESS, PARAGRAPH 702.10 OF THE INDIANA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS, LATEST REVISION SHALL BE FOLLOWED. . F. CONCRETE WALKS AND EXTERIOR STEPS: 1. SLOPES: PROVIDE Y/ INCH PER FOOT CROSS SLOPE. MAKE ADJUSTMENTS IN SLOPES A WALK INTERSECTIONS AS NECESSARY TO PROVIDE PROPER DRAINAGE. 2. DIMENSIONS: WALKS AND STEPS SHALL BE ONE COURSE CONSTRUCTION AND OF WIDTHS AND DETAILS SHOWN ON THE DRAWINGS. . I 3. FINISH: SCREED CONCRETE AND TROWEL WITH A STEEL TROWEL TO A HARD DENSE SURFACE AFTER SURFACE WATER HAS DISAPPEARED. APPLY MEDIUM BROOM FINISH AND SCRIBE CONTROL JOINTS AT 6 FEET SPACING. PROVIDE Y/ INCH EXPANSION JOINTS WHERE SIDEWALKS INTERSECT, AND AT A MAXIMUM SPACING OF 48 FEET BETWEEN EXPANSION JOINTS. G. CURING CONCRETE: EXCEPT AS OTHERWISE SPECIFIED, CURE ALL CONCRETE BY ONE OF THE METHODS DESCRIBED IN SECTION 501.17 OF THE INDIANA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS, LATEST REVISION SHALL BE USED. . H. BITUMINOUS PAVEMENT: HOT ASPHALT CONCRETE PAVEMENT SHALL BE AS SPECIFIED IN SECTION 403 OF THE INDIANA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS, LATEST REVISIONS SHALL BE USED. PAVING WILL NOT BE PERMITTED DURING UNFAVORABLE WEATHER OR WHEN THE TEMPERATURE IS 40 DEGREES F. AND FALLING. I. COMPACTED AGGREGATE SUB -BASE: THE THICKNESS SHOWN ON THE DRAWINGS IS THE MINIMUM THICKNESS OF THE FULL COMPACTED SUB -BASE. COMPACTION SHALL BE ACCOMPLISHED BY ROLLING WITH A SMOOTH WHEELED ROLLER WEIGHING 8 TO 10 TONS. COMPACT TO 95 o COMPACTION USING STANDARD TESTING PROCEDURES. ALONG CURBS, HEADERS AND WALLS AND AT ALL PLACES NOT ACCESSIBLE TO THE ROLLER, THE AGGREGATE MATERIAL SHALL BE TAMPED WITH MECHANICAL TAMPERS OR WITH APPROVED TAMPERS. . "'CORE DRILLING SPECIFICATIONS 1. CTRWD PERSONNEL OR A DISTRICT REPRESENTATIVE MUST BE ON SITE PRIOR TO CORE DRILLING. IF REPRESENTATIVE IS NOT NOTIFIED 48 HOURS PRIOR TO THE CORING OPERATION AND /OR A REPRESENTATIVE IS NOT ON SITE PRIOR TO INITIAL CUT A FEE OF $100.00 MAY BE IMPOSED AND COLLECTED UPON INSPECTION. 2. AN UP TO DATE CERTIFICATE OF INSURANCE IS REQUIRED TO BE ON FILE PRIOR TO THE WORK STARTING. 3. BEFORE STARTING TO DIG CHECK MANHOLE FOR LEVEL. IF QUESTIONABLE, PLUMB -BOB THE MANHOLE AND NOTIFY THE GENERAL CONTRACTOR AND CTRWD. 4. THE MANHOLE SHALL BE PROPERLY SUPPORTED DURING THE CORE DRILLING PROCESS. 5. NO CORING, CUTTING, OR DRILLING IS PERMITTED WITHIN SIX INCHES (6 ") OF A BARREL JOINT. THE HOLES EDGE SHALL BE A MINIMUM OF SIX INCHES (61)) FROM ANY JOINT INSIDE OR OUT OF THE BARREL SECTION. 6. ANY HOLES CUT IN THE FIELD SHALL BE SMOOTHLY AND CLEANLY DRILLED WITH A CORE -DRILL OR IN A MANNER ACCEPTABLE TO CTRWD. THE HOLE SHALL BE WIPED CLEAN. BOOT SHALL MEET ASTM C923 SPECIFICATIONS. BOOT WILL NEED TO BE INCOMPLIANCE WITH CTRWD SPECIFICATIONS. 7. BOOT INSTALLATION SHALL BE PER MANUFACTURERS' RECOMMENDATION TO ENSURE A WATER TIGHT FIT AND PASS ALL REQUIRED TESTING. 8. FOR CORED HOLES, PENETRATIONS AND /OR OTHER OPENINGS THROUGH A MANHOLE OR OTHER SANITARY STRUCTURE, A SEPARATION OF GREATER THAN EIGHTEEN (18) INCHES BETWEEN THE OUTER EDGE OF RESILIENT CONNECTORS IS DESIRED. IF A SEPARATION OF LESS THAN EIGHTEEN (18) INCHES EXISTS, THEN ADDITIONAL REINFORCEMENT WILL BE REQUIRED IN THE STRUCTURE OR THE STRUCTURE DIAMETER SHALL BE ENLARGED TO PROVIDE THE REQUIRED SEPARATION. 9. CORED HOLES, PENETRATIONS AND /OR OTHER OPENING THROUGH A MANHOLE OR OTHER SANITARY STRUCTURE SHALL HAVE A MINIMUM SEPARATION OF EIGHT (8) INCHES FROM THE OUTER EDGE OF RESILIENT CONNECTORS IF ADDITIONAL REINFORCEMENT IS IMPLEMENTED 4 1 1 3 2. WATER LINES: SEE SHEET C701 2 FAM NOTE: THE ENGINEER AND /OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. CAUTION11 THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY OTHER) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. _ THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION PLEASE CALL HOLEY HOLEY' 1--800-3a2-5544 TOLL FREE o r.-q �o 00 C4 � F-01 tnI u \6 Cfi \0 O\0 u '�'d.� F -4 00 00 RT H t< t� O *-t r-+ O MM04 �J I x .444 6 W W c- . w a f;vo < u a w En H A TI w .4� H T_ 914 11.4 I w ui 9 ►-4 O r>0 W W . 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SHINNEMAN P.E. 10200392 W C) U 1 9 d 0 V I V) g ij/ O • _3 co Q d Fwm� � » 6t; c� E- C3 d U _ I'-- -� h � 4..i , E �) -0 11111111m,� , u Q) .� Ez� I ull� o W P-4 pm� D4 � CA � .d z ,`d 65 o^ f0� g 'N P=4 a_ u Q U) (f) �:) ,+� c4n co o • � l 13� (4 ) a 0 E mm� ?tz 44 .5 cn >, Q (z) _&I o✓ "-" z =� 0 0 w N -6.4 ix O rd a rd SHEET NO. ° PROJECT N0. W07.0251 10 I 9 I 8 I 7 I 6 I 5 CITY OF CARMEL CONCRETE CURB POLICY: m December 13, 2006 1) General A) The work subject to the requirements of this policy shall include the production, hauling /delivery, excavation for, placing, installation, jointing, curing, finishing, and other work necessary to prepare foundations and soil subgrades, install aggregate bases and install concrete curbing within property within the corporate limits of the City of Carmel and existing or proposed right -of -way. B)This policy shall be the basis for acceptance of the work by the City. Failure to' adhere to the requirements of this policy may result in non - acceptance of the work or other remedies outlined in this policy.. QWorkmanship, materials and quality of the work completed shall conform to the 2006 Standard Specifications of the Indiana Department of -- Transportation (hereinafter referred to as Standard Specifications), except where deviations are allowed or specified herein, or variances are granted. D) Where the minimum standards of any other governmental agency having concurrent jurisdiction exceed these standards, the higher. standards shall apply. E)If any plan or other note or specification on the approved construction documents exceeds the minimum standards of this policy, the higher standards shall apply. F) Nothing contained herein shall be construed as prohibiting the design and construction of improvements meeting higher standards, nor as discouraging petitions to appropriate. governing bodies for variances for alternatives which can be supported by advances in technology and are approved by other agencies with concurrent jurisdiction. G) All work shall comply with the requirements of Section 105.03 of the Standard Specifications. H) For the purposes of this policy, where the term Engineer is used in this policy and the Standard Specifications, it shall mean: a) The Carmel City Engineer, staff of the Department of Engineering, other personnel employed by the City of Carmel, or authorized agent(s) that may be retained to represent the City of Carmel. b)The Hamilton County Highway Engineer, staff of the Hamilton County Highway Department, other personnel employed by Hamilton County, or authorized agent(s) that may be retained to represent Hamilton County -- Highway, depending on the location of the work. I) Authority of the Engineer over the work shall be per Section 105.01 of the Standard Specifications. J) Prior to commencing the work, the Contractor performing the work shall contact the Engineer to schedule a pre - construction meeting to review the Engineer's construction requirements, staff notification requirements, required inspections for certain stages. ofi v the work and to review the authority of the Engineer as It relates to the work. K) Under no circumstances shall work subject to the standards established by this policy commence without obtaining approved construction drawings by the City of Carmel Department of Engineering. L)At the sole discretion of the Engineer, the portions of this policy related to inspections and testing of work subject to the requirements of this policy outside of the right -of -way shall be determined at the pre - construction meeting. M) Dimensional and other standards for concrete curb shall be in accordance with the City. of Carmel Standard " Details. N) Under no circumstances shall material other than Portland Cement Concrete meeting the standards established by this policy be utilized to construct concrete curbs within the corporate limits of the City of Carmel. O) Under no circumstances shall extruded type curb be installed within the corporate limits of the City of Carmel. 2) Foundation A) General i) This work shall consist of the construction /preparation of the foundation in accordance with Section 105.03 of the Standard Specifications. ii)The foundation shall be prepared in accordance with Section 605.03(a) of the Standard Specifications and the requirements of this policy. B) Excavation and Embankment i) Prior to beginning excavation and embankment 0 operations, all necessary clearing, grubbing, scalping 0 and topsoil stripping and subsequent backfilling for N removed items within the slope stake limits shall be 0 performed in accordance with Section 201.03 and 20?.04 of the Standard Specifications. Ali topsoil, o vegetation, roots, stumps, friable and deleterious co 0 material shall be completely removed within the limits LO 0 0 0 of the slope stakes. � �E o a- o �o N L L / 4 •• m W z �D U� Wp 10 g ii) Excavations (1) After excavation operations, all spongy and yielding material that does not readily compact shall be removed from within the slope stake limits and the resulting void shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications. (2) Any pronounced depressions within the slope stake limits resulting after excavation operations shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications. iii) Embankments (1) Embankments shall be constructed in accordance with Section 203 of the Standard Specifications. (2) All spongy and yielding material that does not readily compact shall be removed from within the slope stake limits prior to embankment operations. (3) Any pronounced depressions within the slope stake limits resulting after clearing, grubbing, scalping and topsoil removal shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications prior to embankment operations. (4) Prior to the construction of any embankment, the original ground surface within the limits of the slope stakes shall be leveled and the upper 6- inches shall be compacted in accordance with Section 203 of the Standard Specifications. (5) Embankments shall be shaped to be well drained and shall be protected to prevent erosion. (6) Loose depth of each embankment lift, final compacted depth, compaction method and compaction requirements shall be in accordance with Section 203 of the Standard Specifications. C) Soil Subgrades i) Subgrades shall be installed on foundations constructed in accordance with Section 2(A) and Section 2(B) of this policy and only after the installation of all utilities and subsurface drains Indicated on the approved construction documents to be located under the pavement are completed. Trench backfilling work of these installations shall be in accordance with the City of Carmel Trench Backfilling specifications. ii) The subgrade shall be shaped to the required grade and sections, free from all ruts, corrugations, or other irregularities. iii) The subgrade shall be uniformly prepared, compacted and approved in accordance with Sections 207.02, 207.03 and 207.04 of they Standard Specifications. iv)Subgrades shall be inspected and approved by the Engineer before any aggregate base or concrete curbs are constructed. A proofroll shall be conducted in accordance with Section 203.26 of the Standard Specifications. Unacceptable areas shall be corrected to the satisfaction of the Engineer before the placement of any Aggregate Base or concrete curbing. v) At the discretion of the Engineer-, Subgrade that has satisfactorily passed a proofroll, but remains uncovered for a period of 14 calendar days prior to placing Aggregate Base or concrete curbing or is subject to a measurable rain event prior to placing Aggregate Base or concrete curbing, shall be-subject to additional proof rolls prior to placement of the Aggregate Base or concrete curbing. 3)Aggregate Bases A) General i) This work shall consist of placing a compacted .Aggregate Base on a prepared soil subgrade in accordance with Section 105.03 of the Standard Specifications. ii) Aggregate Base materials shall be in accordance with Section 301.02 of the Standard Specifications. iii) The Aggregate Base material shall be obtained from a Certified Aggregate Producer in accordance with Section 917 of the Standard Specifications. iv) The Aggregate Base material shall be handled and transported to, and on, the work site in a manner that minimizes segregation and moisture loss. v) Aggregate Bases shall be constructed on approved soil subgrades and to thicknesses equal or greater than those' indicated on the approved construction documents. B)Temperature and Seasonal Limitations i) The Aggregate Base shall be placed in accordance with the temperature limitations of Section 301-04 of the Standard Specifications. ii) Frozen material shall not be placed. iii) Aggregate Bases must be placed and pass proof roll prior to November 30 in order to allow paving in accordance with Section 4C(iv) of this policy. 8 r C) Preparation i) The prepared soil subgrade shall be free from objectionable or foreign materials at the time of placement. ii) The subgrade shall be subject, to additional proof rolls in accordance with Section 203.26 of the Standard. Specifications just prior to placing the Aggregate Base on the subgrade in accordance with Section 2C(v) of this policy. Unacceptable areas shall be corrected to the satisfaction of the Engineer before any Aggregate Base is placed. D) Spreading and Finishing i) The Aggregate Base shall be spread in accordance with Section 301.05 of the Standard Specifications. ii) The Aggregate Base shall be compacted in accordance with Section 301.06 of the Standard Specifications. iii) Concrete curb shall be placed over the Aggregate Base within 14 calendar days. Aggregate Bases that lay exposed fora period of time greater than 14 calendar days or experience a measurable rain event prior to the placement of concrete curb shall be subject to inspection and acceptance by the Engineer. At the discretion of the Engineer, additional proof rolls may be required. 4) Concrete Curb A) General i) This work shall consist of placing concrete curbing on prepared soil subgrades or Aggregate Bases in accordance with Section 105.03 of the Standard Specifications. ti) Concrete curb shall be constructed on prepared soil subgrades or Aggregate Bases to the dimensional standards of the applicable City of Carmel Standard Details or in accordance with the curbing details of the approved construction documents. iii) Materials used in the production of the concrete for the curbing shall be in accordance with Section 605.02 of the Standard Specifications. High early strength admixtures may be utilized but shall not be considered in waiving any requirements of this p olicy. Freeze protection admixtures shall not be utilized under any circumsLances. iv) Equipment utilized for concrete curbing installation work, including but not limited to production, hauling /delivery, placing, installation, jointing, curing, finishing and miscellaneous /ancillary activity shall be in accordance with Section 508 of the Standard Specifications. v) Concrete production, mixing and hauling /delivery shall be in accordance with Section 502.10 of the Standard Specifications. vi) Installation of the concrete curbing indicated on the approved construction documents shall be completed in the same paving season. B) Preparation i) The soil subgrade or Aggregate Base shall be subject to additional proof rolls in accordance with Section 203.26 of the Standard Specifications just prior to placing the HMA curses in accordance with Section 2C(v) and 3D(iii) of this policy. Unacceptable areas shall be corrected to the satisfaction of the Engineer before placement of any concrete curbing. ii) All displacement or rutting of the soil subgrade or Aggregate Base shall be repaired prior to placing concrete curbing. C) Weather and Seasonal Limitations i) Concrete curbing shall only be placed in accordance with Section 502.11 of the Standard Specifications with the exception that placement operations shall not begin until the ambient temperature is 50 °F and rising. Placement operations shall be discontinued when the ambient temperature is descending and is 50 °F or below. At the discretion of the Engineer, concrete may be placed at ambient temperatures less than noted above provided that placement, jointing, finishing and curing operations conform to Sections 502.11 and 702.11 of the Standard Specifications. ii) No mixture shall be placed on a frozen subgrade or Aggregate Base. iii). Under no circumstances shall concrete curb be placed between December 15 and March 30. iv) If a soil subgrade or Aggregate Base over which concrete curb is to placed, is placed and approved by the City prior to, November 30, placement of the concrete curb will be allowed up to December 15, provided that the ambient and soil subgrade or Aggregate Base surface temperature complies with the requirements of Section 4C(i) of this policy and the paving contractor pay for the services of a full time construction inspector and who shall act as an authorized agent of the Engineer. The Engineer shatif select the construction inspector. 6 1 5 4 1 3 v) If the ambient and. soil subgrade or Aggregate Base surface temperature complies with the requirements of Section 4C(i) of this policy between April 1 and April 15, concrete curb shall be allowed to be placed on an approved soil subgrade or Aggregate Base provided that paving .contractor pay for the services of a full time construction inspector and who shall act as an authorized agent of the Engineer.. The Engineer shall select the construction inspector. iv) The Engineer reserves the right to suspend all concrete curb placement operations if, in the opinion of the Engineer, that prevailing weather conditions and /or the condition of the Subgrade and /or the Aggregate Base may result in substandard concrete curb placement, curing 'and finishing. D) Placement i) Concrete curb shall be placed in accordance with Section 502.09, 502.12 and 605.04(c) and 605.04(d) of the Standard Specifications. ii) Curb machines may be utilized in accordance. with Section 605.04(c) and 605.04(h) of the Standard Specifications provided that the equipment conforms to the requirements of Section 508 of the Standard Specifications. iii) Formwork shalt comply with the requirements of Section 605.04(b) of the Standard Specifications. iv) Forms shall be removed in accordance with Section 502.16 and 605.04(b) of the Standard Specifications. E) Joints i) Joints shall conform to the requirements of Section 503 and 605.04(e) of the Standard Specifications. ii) Joints shall be installed at intervals of 10 -feet or less; 5 -foot or less along radii. Joints in integral curb and sidewalks shall be located at the same location as the joints. in the adjoining sidewalk. Joints may be sawed or tooled to a minimum depth of 1/2-Inch. iii) Preformed expansion joints shall be placed at intervals of 50 feet or less, at all castings, -the beginning and end of all curb returns, the end of each days work and where abutting existing construction. In addition to these requirements, expansion joints in integral curb and sidewalks shall be located at the same location as the expansion joints in the adjoining sidewalk. F) Finishing and Curing i) The concrete curb shall be finished and cured in accordance with Section 502.14, 502.15, 504 and 605.04(f) of the Standard Specifications. ii) Curing compound shall be applied to all exposed surfaces on slip- formed concrete curb. For formed concrete curb, curing compound shall be applied to all exposed surfaces including sides after any forms are removed. .iii) The concrete curb shall be allowed to cure for a minimum of 5 -days prior to commencing backfilling operations adjacent to the concrete curbing. G) Backfilling i) The spaces adjacent to the concrete curb shall be backfilled in accordance with Section 605.04(g) of the Standard Specifications only after, the concrete curbing is inspected and accepted by the Engineer in accordance with Section 5 of this policy. ii) Backfilling operations shall be completed prior to opening the area to regular construction traffic. 5) Inspections - A) All materials furnished and each part or detail of the work will be subject to inspection per Section 105.10 of the Standard Specifications for the purpose of ascertaining- that the work is in substantial conformance with this policy and the approved construction documents. B) Contractor shall notify the Engineer a minimum of 48 -hours in advance of commencing any work subject to the standards established by this policy. C) The Contractor shall schedule proofrolls with the Engineer a minimum of 48 -hours in advance of such proof rolls. D) The Contractor. and Engineer will conduct an inspection of the new concrete curbing for any damage, including freezing or random cracks. The inspection and all necessary repairs shall be completed prior to backfilling operations. E) Sampling and testing of materials, equipment or construction .work may be required at the expense of the Contractor at the discretion of the Engineer for the purpose of ascertaining that the work is in substantial conformance with this policy and the approved construction. documents. Sampling and testing shall conform to 'the requirements of the sections of the Standard Specifications applicable to the portion of the work suspected to be non - compliant or as directed by the Engineer. 4 3 2 I 1 F) Where the Engineer determines that is U � o � U necessary to confirm compliance with qT standards of quality or thickness, 00 00 d' concrete curb shall be cored and tested t*4 tk� d M M � at the expense of the Contractor. The � X W � average thicknesses of the curb must equal or exceed the minimum prescribed � � by the approved construction documents. 0 _U G) Such inspections shall not be construed ] F' � Z to relieve the en ineers or developers' g contractors in any way from their �+ � � � Q,, a obligations and responsibilities under their 1. � contracts. Specifically, inspection by the � ,� p Engineer, or by retained engineers or testing agencies, shall not require them a to assume responsibilities for the P � approved construction documents, for any � N misinterpretation of the approved Z construction documents by the � y � x a contractors during construction, or for W Z < the means and methods of construction, nor for safety on the job site. H) Work identified to not meet the � � Cn z W requirements of this policy or the � � 0 approved construction documents, W unacceptable work, whether the result of Z poor workmanship, use of defective � o materials, damage through carelessness, � o � U or any other cause found to exist prior '" to the final acceptance of the work, E-11:117-1 shall be removed immediately and replaced in an acceptable manner at the Contractor's expense. o , 3 � W O ° L 1>1 Y o I) If the Contractor fails to comply N ° wo �"' �cD � x M >+ � x E forthwith with any order made under the o 3 ��- �a ° W z E d � W �' � o provisions of this subsection, the a A° w Q � Q Engineer will have authorit to cause Y � � E � o � � � � �� E EvEEEE E unacceptable work to be remedied or ,, ,,,�,� r- r- I'- M CO 0000000000 removed and replaced- to cause W F A Ni rn •- e0 rn4 O N •- O O N N O I�aOOiOOfNN• unauthorized work to be removed; and to -•- o 0 CD C) deduct the costs from any monies due U0 or to become due. z LA J) Work done contrary to instructions w wwWWw� � z Z z z Z Z LU provided by the Engineer shall be Z ZZZZZ� """""�' W W wwWWW� considered unacceptable and subject to �� W o w W w w w W immediate removal and replacement, in Q� a a a a a Q accordance with the instructions provided ~ by the Engineer. WWwwwwwwwW 0- M 0- M a_ a_ a_ 6) Acceptance co zZZZZZZZZz A) Before acceptance of the concrete curb z0000000000 ��.,w�,wwWwWWW - - - - - - - - - - > > > > > > > > > cf) > co the Engineer shall determine if the W a��a���A <q<4 improvements are in substantial compliance with this policy (except for any variances granted) and the approved C S'H/NN ..��sTfF�'' %,� construction documents. =' NO* B) B) The Engineer may, at his sole discretion, - :10200392: accept work that is not in conformance STATE OF : �0�` with this policy provided that the work is '•��VDIANP \���`� bonded for a period greater than three NA t- years. The Engineer shall establish the extended bonding requirement. JAMES K. SHINNEMAN P.E. 10200392 2 ux.. NOTE: THE ENGINEER AND /OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. CA 011 THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY OTHER) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION PLEASE CALL HOLEY MOLEY" I - OO- 382 -554, TOLL FREE 1 W U w w O a w v co C) H d w �a �z �o 0 x F4 x �� v a a a SHEET NO. PROJECT N0. w07.0251 0 Q) Coll U d a 0 a CO 0 w U DO 0 0 d a 0 )) - " I. -0 . ; () :_ , I I . C. ), T11 0 i . . . . . Of- �'i - ( "i r- . (-:) ..- � � , Q; ( , U) () c- r"I C) . -.- a) LO 0 I ( N 0 C') ("I rl- C) 6 �1_ (11) I-" rl- >, T_ % --- C) �13 �'.- C) - 0 C, � C -c- ,--,,,- C) -�_: p -15-. r- , * . . C -) W fri Z .>n PI*-- 1. Lj � _� ��, I— _ - < CD tit I - () >- I- 0 0 .re < _.J ,.-, _� 0 0 _ - Q) R 0 1) a --C-' 101 -1 � 8 - - -.%-- __ - ___ - - .0 -9 I - 0 -, I _____ ----. I - t ------- _ ---- ---- I-- ___._--_._- ____.____..__________ -----,----.----�-�.-------.--.------ -.------.- ..---- - - ___., .- - ____ __ -.---- ,_.____.________,________ __.____.___,..__. - _ .-.----,-----,---- _____ ____7.,_,___________,_ ----,----.---"- __ --.-.-.----------.-�..--.,-.--.. ------ --�-,.---.----.---------,-------. � . - I . . � � - , , . . � . . . . I . . . . � � - I . - . I I . ! 8_11_�___ -I I � __._�, ..--- 4 -___ .4- __ __-�-.. , . I _111._�Y. .---P�-,-,,�.0,-*---.ft,-V.-�---."-.-�. . ���-�--l.��A�--.---,.e-�-�-.-.�.�.-o-,..- -..k. - I I . - � . . . . I � . I I . - . - . . _____� ___ __ .- � - - I I I If f I I � � . I , I i L 11 ______ _____ of W Is ______ ---------------- PRESSURE PIPE JOINT RESTRAINT TABLE 1'--O" m1n;mum Undisturbed Ground Existing Povement, Sow Cut Strolght Edge � Speciol BockfiII Under Pavement, Dr'ves, Wolks ' " Or Where Ordered Tomped In 6" Loyers Special Bockfill Shall Ccnform To INDOT 211.02b Undisturbed Earth SIZE - - ___ 11 U )I* * - _ 01 To' - 6"__ 8" - 21-6 11 2 I-off 4" Z -0 _____ 2'- 1 of 4" 10 is I I 2 - 6" 21-31P 4 11 - 12" 21- 9 if 0 - 2 - 5" __ 4" ___ 151) - - 3'- 0 of ___ 2 f - 8 of 5 of 1811 2111 - 3P-611 3 I_o)f 5 11 S-11" - 3'- 4 of __ 6 " 24YI I 11 __ __ 4 3 __ 31-8f) 6 if ___ 27" ,5I- 11 6 I- 11 3 1 1 6 31 . 30 to I__. 5'- 9 11 4'-- 4 of -- 6 of --- 36" 6 1 -3 of 5 1 -2 It 6 1) 42)? 6 1_1 V? 8'1 - 4-8 of - -----.-.,---- __ 7'- 4 of 9 to 54 11 8 I-011 _____ 9 a$ 60 it 81-6)1 2 7' got - 66 of 9 1-111 50, __ 9 11 72 1) I 91-81P ,,-I- loll 1 78 it ___ 10 1 -3 of 4 5'_� 1 off .J - TRENCId SCHEDULE ** Table Is For ASTM D-3034, Vicll 'Thickness Class SDR 35 For 6"- 1 5" And ASTM F679 'Vv'all Thickness 'Class _F-1 F'or - 18"-36. For Othel- Flexible Pipes, IMInImurn �rench Width "U " Shall klieef.. Monufacturer's RCCII.JirCMents. Match Existing Pavement __\ / Material And Thickness Z Top Of Pipe I_ Z TRFNCH DETAIL E R MAINS NTS avated Material In Unpaved Otherwise Directed Un(Jer-Existing Sewers, Water Lines, Gas Lines, Telephone Coble And Electrical Conduits, Backfill With Granular Bedding Material To The Centerline Of The Existing Utility Lines. ir Flexible Pipe With Solid Or Profile Wolls, onulor Bedding Moteriol Sholl Be Placed id Hond Tomped In 6" Loyers To A Minimum V-0 - Above Pipe. Bed Pipe In Specified Granular Bedding Moteriol �Iand Tomped In to 8 to 12 inches above pipe. Bedding Mate6al Sholl Conform To INDOT 903.02, Size No. 8 No' Is The.Maximum Width For Rigid Pipes U Is The Minimum Width For Flexible Pipes In Accordance With ASTM D-2321. Note: All Ductile Iron water mains shall be bedded in sand, from the bottom of the trench to 1 2 of above the pipe. Note: Blue Reflective Tape must be installed 18 if above all water mains. _____ - TITLE: CITI. Y OF CARMEL TRENCH DETAIL & I STANDARD DETAILS ____ - Dmwm-fly-.- . Dote: March 2001 Scale: Not To Scole Jones & Henry Drawing Name: CW3 ---. Engineers, Inc. - .--- - ---------------- PRESSURE PIPE JOINT RESTRAINT TABLE _____ - - --- 6 1 __ - 5 - - - __ 1 . 4 � __ __ --- - . - 3 --- -0 �.. �l-'�l.-.----.----,�----,.-.--�I -1-1. � - __.1.__. ... 1.1-1- 11. -.-----,.---�-�,--,---.-"--.-.,.-..�-.---.-,�..�..--...--.-----.-�1-1-1 - Length Of Pipe To Be Restrained _____ __ _ - - . � I - In Each Direction From 1/4 Of Bend � (D Based 150 PSI Test Pressure 0 ____ Degree -On - ------------ 6 I' -.--- 8 ;I - loll 1 2" 1 4" 16 1) 1 8" 20" 24 of 30 71 90 , Jees 4< Q) ;:; ,$.a cla ;3 0 --- U -_ & Plugs ____ 2 7' 35' _____ - _____ 42 to 50, __ 58' 65' . 73, ,,-I- 80' I 95' . 1,15 1 1 4 5'_� d ��, Z3 7 ' 9' __ 1 1-' 13' 151 __ ___ 17' 19, F1111111111111111111 - __ ____ 1' - 24' - 29 ) - 22-1/2 .IN C/) 3' 4 1 � co re, 5' 6' 7) 8' 91 -12 10 I __ 121 _. - 141 ____ 1 1 - 1 /4^ ________.____ _____ 2 ' ----------------- ______ 2 ' F111111foollooll W 3' __ 1 ____ 3' _L___ __ 41 I __ 4' ----------I-. -------.- 4 I _-____J_________L______ to, ___ 5 J ______ 6 1 7' ____ Restrained joints Shall Be Mechanical ioi,nt With Retainer Glands, LIS Pipe IR Flex Joint System, US Pipe Field LOK Gasket Systern, NOTE: 1"HE ABOVE R[STRAINE,F), JOINT LENGTHS ARF MINIMUM LENGTHS THE DESIGN ENGINEER SHALL OETERMINE IF LONGER LENGTHS AIRE REQUIRED. __ T11 LE: . I I CI-1-Y OF CARME! JOINT RESTRAI NT STANDARD DETAILS TABLE ____ .------- - ____ - 17-ro W-n 13yv-:- - - - Dote- March 2001 Scole: Not To Scole Jones & Henry Drawing Name: -------- ____ ___________� Engineers, Inc. - -I CW10 ft- I . -, . I I . - ------- _. ..- ...... _'___--_.___1_ _-_____ � _... .... _ ,-,------,..--�.-.-�-.--,--,-�.. ....- - - _..______,_____.___ I'�',�I.I...--.---�".-.�----.-.�. . . , .___1._..____ __'. . , - - 7 --- - - 1 6 - 5 - - 4 3 . I --------.- ----------------------------------___- - I . . 1 7 - . __ __ . � . __ . � � I . . . I � - I - , . . . . . I . - � . � . .. 1 --7---7-7---7-- -_ 1111�111111 � I � . I . I I . I � - � . I � . � . . . . I � . . . . I - I - -_ - - I I I . I - . � . I - . . .� � . � _. I . . . , . . - , � I � . - . . . I I � � . . . I - . .. . I --- ____ - - . - . .1 . . . . " . I I . . � . �, . I I � I , I . . I � . � � � . I . I I � - - . . . . . . I .. . . . � . - . I I . 1. � . I I . . . . - � . I I- . . - � I . . . . I . . . � - . 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I . . � . . . .. � ". � . . .I- I-. � . . . . I � I - '. . � I . . - . . . . I , . . .. . . . . � ,�`�-- � . I . . . � . . . . . ., . �. . .. - . �% �, . ... � I . - _. I . � I I .,. I . . 11 1. � .- . . . , , , . . . .. .. 1. .; -, 1. . . I . . . - . I.. . . . - .. , . . ... I � .. . I .. - � - '... _ . I � - � .__ � _� .. . � . I 1 � . �. � -� . . . . - . . - I . I . . . . . ',- . . L � .. . �. 1. � �� I I � - . . . I I .. .. . . 1�1. . . I . " ...., I I . I . � .. � � . � . . . . ""' - I I � . .. � . . . . . . .� I � . . I � - . . . .. .. _... . . I 1. 1, � .. 1. . 1� ... � . - ; . .... �,.. _-� . . . . �. . . . .. 4 � . . . . I .� . I - �. . . I . � I . - . . . . .1 ,� . . . . . � . . I I '. , , I � . . . . - , I , . ; . I . . . 7 � . . . . -, , !_1' . . . . 4 , . 1 7 I . . . . . , . � I . - . . I ': .1 ., . . - I . . - . � . . � . . . I ,� . , � . . I I . I I I I .� � - . . I . . I . . I .*. . . . . . , .. . � I . . . I . . . I . . , .. . ,V,, . - I - 1. I . . I . . . . . . � I . .� . t . - . . . . -,� - . . . 1. . I � . . .� 1. I . . . . . , . I . . . � . . . . . I . 1. I I . . I - I . . � I . I : 11 - I I - " 11 I . � ... I . . . I . .: . . . w ... . . .., - '.. I , � I . . . .. . . . . '1� �� I . . I . I . . . . . . . . I . I I I I . I - . . . , . I I . . - . . . I . . . . - I . . . - . . I . I I � . . . . . � I . I I I . . I . . - � . . . . I I - �_ . . . . . . � . I I . . �. I � 1. . I . , 1* * . . I . I � . . � I - . I I � I .. . � I . . . .. . - . . . I � � . . . . , I � .. : , I", I .1 ��, � . I . . � I . . I � . . � . . . � . . . I . . . .. . � . . � .1 I I . .. . I - . . .�,� . � . � . I : . : I . . I . . . . .1 . "� .. - I . . � . �. I . � : . . '. I I . . . , 1. . I . . .I .. . � � - �, - . . . : . I . .. '. I I . . ; 1. ., - . � .. 11 . NSTRUCTION MATERIALS . . q .1 . .. ..:: . , : - � . . . .. I I . . . . . - , A . . � � . I . . 1. . I . . I .. I I . I . . I I . , . ". . .. . . . . . . . � . I . . I . . . I ,�'_"��, - ''I . . I I . . . I I . . I � . . . � . �. � I . . : ,-. � � . I .. �. .... .'' * - - . ��... . � I.-', . . . :. - - *.. , I..... . . . . . . . . ... . I . 11 ;�..,; . I . . .1 I - . � . I � . I - 1. . - .. . . . . . I � I . .. . �, . . I I . .. , .- . - .. �. .. . .1'.. ;�, . . . . . � I . � . - . � ". . . I .. ... . . .� � . .. _ .. � . . 11 .- . , ,- , ., - I - . . . .. . _.... . - . - . � . . . . i... _.. . . . ` - I . . I I . .. - . I . . . � L ... ,� � : - - I I I . � I � I .. .� I .. . ..� � ..: .. . I I.... .. � . .. .. . . . . 1. : '�, - . � � . . . .. . . I I . , � I... �' . .1 . .. - . .% . I � - . . � . .. �. . . . I . .1 . .: 1. . .. . . . li�_ . 1. . . I . 1. � I . . � : . I � . I., � , . . . .11 I . . . . � . � . I . - . I I I . . . . I . . � . �. I . 1. 1. I . . I . 1. - , . � . . . ". . , . � .:. I _ . , . . I I . . . .. - . I .1 . .. . .. . . . . � , . - . . . I .:. I I I 1 - . . . , 1. 7 I . I I I 0 ' .. . ''. , . I . .. I... . t I . - , � . ..., ?� .,.. . I . '. . . . . I.. . : 11 .. . - I . .. . , . . . .., . 1) Water Main: Shall be Ductile Iron Pressure Class 350. _ - - � - - I . � . . I- . I . , . . . .. . . � .. '.. ** - , .. . . , . , .. . . . , . �. 1. . . , . : . I I ., . . ti . .1 . � .4 � .." � _. . I I ... I . _.. . . � � , . '. ., �, I � � I 1. .. 1. � . I . . . . , . . .. I . . . .... . - . .,,,., , . . . . � , � . I '. . . I � . . . . . :. , . . � I . . . � I . � . . - ... . . . 1: .� . . - . .. .- ". . . . : . � I . . . �� . I I . . , . . I... . I � . I . . I � � * . . . . . � _ -�� I - . 7 . . I . � � . . . . � . . . . . . I '. - . . . . . . , I . . . � , � I . . . � I . . I . - . . I . . I 1. . I.. I _ . . . . . I . � . . . , , I � , . . I . . � . . . I . . . � .1 1. .. � . ... . ."'. , ;. . I . . . �� .� I I.. �... _ 1. . I 1. . I � . � . .1. . : �. . .7.. * . ,..:,. : �' -% -:.. - , - . � . . 1. . . I - .. . . � .... � .. I . � I , - -, . . .. . . I �. . . . ., , � I . . . . I I ... . , . . . . �. � I , . � - I.. ... :1� � ;. . . .., . . 1. . . . .. . .. I . .,Cc��, . . - . .. . . . I I . - . . . I . , I � I . .� . . � .. .1 : . . .. . .. , , I . . .. �. . - � I . . I :. � , , - � - .. . �: . �. - . .., ... . . .. .. 2 Blue Reflective Warning Tape: Shall be installed 18in above all water . I - . I- I . I . .. . . �% . . .11 � . ... I �., � I , 1: �' .. , . .. . I - .. I ,.. .. . . I.... I -.1. �`: : .... .. . . . ... . . . . ... . .. � .., 1. . � . . I..., %;�, ) .. . . .. ... '. . . . . . I I.. �i .... . .� I - ... �. .... . . . � I., I . . . . . _. . . 11�. ... �. . . I . I �. '' I ,..� - . . , � .. . . .. . ., ., 1 . . t .. ., . , % , .,.. , .. . . .... ... 11 , -t- ... .:, �.. - I I . . . . . .. 1. . . I - . .., � : -, . � � . � . I . : I . . , - * .. I I . . . . , .. . . 0 �.. I I . I I I . . . � - .. .. . . I � '.. I . . 11. I . I . �. . � I � I � - . �. . � . . .. .. - I,: � I ..': -, ! .. , I.. �.''. . . .. ... .. . .. .. :_- � . %-,: � . . ... I . . . . .:,��;� . I I . . I . . . .. . � ., � . . : I I � I � . . I I . . I � . . . �. . .. . . . .. . -, ".. . I.. , '.. . I . ', . . . . . I I . � . � . I . . � . . . �. . . . I 1. . . . . . � .1 . . 11� . . ... I . . �: . ... I '. 4i;%* �. I I . . . �. . . . A . I � � . I . . � . .... . . . � . ..� - . . � I I . . . I ... . . . z . � . . , � , , I . 1. I ... , I I . . . . I - , mains. - s; I - . . . : . � I � I I . I I I I .,. .. � I .. 1� ; . .. . � I . . .� - . ... � .: I :.-I I ... . . I . . . I I 11.1 . . �.. ,., . I I .. . I - I . � � . . . I I I � I I . . . . . - .� I . I I . . .1. �.. I I... . . I I."''. _...� . . ..'� .. � %,:- `1�1 � . . . . . . . I . . . . I . � � .. .. . , , . . . . . I . . . I . . . I I I �� I � , ., . .. . " " . . � , I . � I % . . . . � � . I . ., �. � � . � .� � I . I . . . . . . . I . . , .: .,:-. � . I . - . - . . I I . . I � .. . . I .. . I . . . � . . . . _. I I . , I � � . . . . . . � . . I ..� ., I . . ... . 1� I � I . . I � - I., I . . I.. . . . .11 � I � 1� . . '' , .'.,. . 1. . I ._ . . .,..T I . . . . , � .,.. . . . I . . -_� � . . I * . . . . . .. - . ... � . � . . - � I . . __ I I . I . . . . . . . . I I . I.. 1, . . . - � , '.I I I . .. . I . . . I . . . I . .. . .. . - �1, _ � . . . � . . . - I . . - I �. . � . I � � ��- . . . I . :., . . .1 . . . . . � . ... I . . . I � :. . . I '. " . I . . � . I . .* . . I I . . . . � - "I . I . I I . . . -1 _� � . . ....� . . . . . . .. I . ., "? I 1. . . 1.� . I . _. 1� . . I : I � I . . . I � . . . . , I . I . I . � I : , ''h � 3) Tracing Wire (10 or 12 gauge): To be installed with all water mains. There 1. .1 � . � . ., . . . . . . _ . I .. . ._ ... . ... - . � 1. . . I . I 1. . . I � . � .11 . � �. � . I - I I ... .. I-. � � 7 , . .., I � ....� . . � � . , . : I ... . . I . � I I � . . � . � . , � . I . . � . I � . . I., . I I . . . , - - . I . - . . . - .-. . � . . . .,. , � I I . : , . . . I � .. I . � � . . . . I � .''.1,, I . L . . . . . - . . . . . . � : . - . . . . . � . . 1. �. I � . " , , ", � . - . . . . . . . . . . - - . � . I � . - . I . I � . I � . - I , , . I .1 � � I . . . . I . . I . . . . � . � . I , .. . ., . I � . . : I � I . . . I . . . . w I . � .. I I . . I . . . , , . . I I . . . . I I . . . . . , .� I I . I .1 -1 . .. � . " � . . .. I � L I . . I , . . . . . , . . .. . I . : . . � � . I �. . I . . . '� . . . -- - I . . I � . I . . . . . I . . I , I I I , . . �. I . �. . . . I - . - I , : . . . I I , , . I . . . .- .. � . . I . . . . . .. . . :.; . . . . - . : � 7 . . I- . I . . I I . . _, mus racer wire at each valve box, with enough wire in . . � I . I I ,. , � . �, � - . � I - . . . . .: � I'. . . ... � . I .. . I I � 1! _ ., I . � � . . � . . . . ...: I . .. . _. . .. �.. - '. �._ _ I... � _,.�� ! . I � . � � . � I . . . I . � . . . . - 11 . . . I 11 � . � I . ... - � .- . .. . . I .. . , . � I .. I � . � �. � I I � . � 11 � I . . ., . .., I . . . �. I . . ... � . . . . . 1. . I - . . I . . . I . I . .I... I . , � . .- . . , I - . 1. . I � I L � � � � I . . . I I . " � . I � . I . . . . � . . . . . . . . z,�?X � I. . . " . � . . I . I . . , . I . I . I . � . I . . . I . � I I � . I - ; . - . � I . . � . I . . . I . . I I � I . � - . . . . I � � � . . % . I I � .1 . . � . .1 . . I . 7 . , � I I I . - - . - . . . . . , . �, 2.,. .. I.. . I *1 . . I . . I � I . I.. I I .1 - I � . I . I I . : , . I . . . . . . . . .. � '. - .... I � . .. I � I � . .., , . the valve box to insure the proper connection to the locating machine. . I I 1� . I - . � I ... .. . . . . I . �. I . I . . . . 11'.�- - I � , . I , I .. .1 �, . 1. � 1. -1 �1� . -.1 ; I . . . I . . . . - . . . - . _. �. I . . . , , � . , � . . I I I . I I . I . I . . � I � %. � - . � 1. . "... - .. �, . . I . .� . . 1. '. �1. � I � � . � �. � . I . .. . . . ... .. . 1 .1 . - ... . , I . 1`_��` . . . I � - . . . . � � . . . . : I - I I , I . _.� I .. . . � . . 11, . I � . I 1. . . I .I--. . � . . . . .1 . . I _� I I � . I � . I . - . I I I . - � .1 � . ...I. � . � - . . � .1, . �., � �. I . I � . I I I . . � I I.. . I � � . - I :.. .... I . _. -11 . I .... .. � . . .. . I... � ,;�.�'11 - . . � I . . � . . . I . . -1. .- I . . � I � . . I I . . . I . .� 11 . I . . . . . . . . - . I I I . I I .4 . � I .� . 1. . � � . .. 1. � ,I I : . .. � . I ; .. . . I I .. �. . I ... -1 - I � � . � . . I I �, � I � I 1, . 1� 1. 1 . ,�. I � . . 1. - 11 . - . . 1. . � ., , .... I . ,,�_�,;,� 4) Fire Hydrants. Shall be Mueller (Safety Yellow, M.A.B. # 0433291, Sherwin . . � . . . . . I . � . . . . . I � . � .� I � � I . � - � . . � . 1. - .- . - . - I � � . . .. � , I 1 I . . . .1 . I : . - : . . . . . . - I ... - , � . . . . . . � , ..:I I.. . �11 - I � ''I �� . � . . . .. . . . I . . ... .., 1. , �. .1. . I -.1 . . . I I , .. . . �: I... .: I .. . .. I � ... .... � I � . . ..1. . - � � . I . . . ... . � I . I I . .... . .-,�, I . . I . � I . - . . : I � � . . � �� I �� 1. I . . I � �, .1 _. . . I 11.1 I - . I :.. . 1.� . . . . . . : I . . . I I . � ,,, � . . , . - - . . . � . . 1. . I � � . . , . � ..� � . . � . . . I - . - .... . . . I , ; I I - . . - . . . � . I . I I . I . .. � I . � . � - I I... . . � � I I I I 11 I 1� i I ,..,I � � ... I. , . . .: ... . -Qk Williams # F75YP2) (Carmel Clay Spec. hydrants shall be open right and will . � I . I . . � I ... . I . i I I � . . . I . I � . - �� . I I I i . . . . . I . . . , .. i " - '. . . * "" I � I I - I . I � � I I . I � . I . � 1. .. , . - . - � I I . I . I.. . . . I . . . T . . . �. � . I 1. � � I I . I I . . .. . �' � . . . 11. I I � I . - I . . � I . . -1 ... . . I . I . . . . . . � I � "S.- I . I . : . . . . I I , I . . . _ . . I 1-1 � . - . . . . . . . '. - I . % -1 �__ I ... . . ... I . ..� , � . . . � . � . . I I I . . � I I . . . I I . �. . I - . . - . .. I I , I � . . . . I I I I � � . : ''I I . � . . . I I . . . I . . , I . . . . � . I . . . I . '. , %. . "' . . 1.� . 1. . I � ..� _.� 7 . � I . ... . - - I � . I . _. I � .. I 1. - I - � ... . � � . I � . . . . � I . .1 . � I I , .- ... : -.*,,, I ... � .. . - . . .. � . - . I . I.. . ... - . I � . I I - . .17 .11 .1 �. . - I - I 1. I . 1. . I .. � I I - . � . . � - I 1. .. . . . . � . . . 1,� have a safety blue stripe around hydrant bonnet from the factory). The . . . . . � � . . . I .. � I � . . . . . . I I . .. I . � .. . '. I � . .. . I --�:.:.* . I . . . 1. I � I- . . . � . � I I �� - .1 � . - I .., . . I �. _. I I �. . - . . .; . . . . .: - %� � - .. 1. .. � 1.'. - I . . � � � � .., � � I I I I . . - 1-1 1-1 - . � � � I I 1. _. .? � 1. .. � . I . ', � ... . � . I �. . 1. 1-1 ''. I - . - - �. . I _. ... . -.1 � 1. � I.. I .,._11 . � . , I � . - . . I � I . . . � . . � . . . b . . . I . . ... - � .. I 1. 1. .. . - . .. . . . � . .. . , . . .1 � . . .'' .� . *'- I - . . - . . 1: . . . . . . . 1, '. I . o � . � . .1 .. . I I �. �". I , - . .. . 1. . � . . . . - . . �.. . � , . .... . � . ` I i . � I ... I I � � . . I I � : - 1. . . - . � I '. . . I - I . . .� . . . . I . .._ . �_� . . . I I.. '. , .'� �. q 1 � I �. - I .1 I � . . I � I .. .1 _ � . . . I .1 . I.,,;-- hydrant pumper nozzle shall be of one-piece design, compatible with 5" � � I � . 1. I � � . I I . . . . I . . � 1, �. . � � - I � . � . I I . � . - I . .. 1. I . I. .. I . . . . . . I .. . .. I � I - I :_1 � I I .. � I I 1. .. I . . . I � �1. . , .1. � I � . I _� . . �. . � . . . . . . . . 1 � . . . . . . ._1_1 � .1. . � � I I �� - � I . � - , 1. I . I .. I -1 . . 11 . I . . , ., I . . . . . ,�,�- . � . . . . . I I � . I I , �. � . I I - . I . - .- I � . .. .. . . .. . .. . .. ., � � . ". I � 1. . I I �. , � . I .. � I � . � . � � - . . I . . � . . I , , . . � . I , - 1. . I . . , � . . I . I . . . . � I . � . . . . I . I- . I . . � . . . . � . � . I .1 11, . .. . .1. I . - I � I . � I . I ;, -- . � ; .. � � � .. � I . . . � I I . I � . . . I � . 1. � . � . � . I . � . .. I ..... . . I . I - .11 I I . . 11 I . ... � . . - � I . � I . a . . . . . .. I .� I I I . . I . � I � _ �. , . . I . � � .. ... I . � . .� I .. .I � Storz hose coupling. The nozzle shall be an inte ral rt of the fire hy6a . - . ! . I . . . . ... . ;. I � , , **1LA. 1, . I I .. . . . . . I . - 1. . - �_ . . I I �, :.1., a � I . - Aw., _ f -.4 I -� *-A , * P W_ t,., I -_-, I � ..��;,�� - Vt. 4 ..w.-_ i, -,y* NK � .. , y �' Nr,�i�,tq'01,,?!!�,- 7 � * . . , . I - � . , , . .- . , I ,.� , I . _... .. , - , , - - f� . . .- � . . �- � � . .... I . � . ; . I I � - � 11, '.4 ��..." I . I . . I . . I - . . � � V ;� � . I . . . i . . a I . . I . 1. '' . . � - .., * ". . 1- ."4,4. . . . 4 .. I - . . ... 1,11 , . I . . . . . �, , - . �.O' ,., . - 110 . ... .1 . . . . I . . . . .-,��-'If.,..+.C.v .V% _,�,_',� �111`1 � .� � I � . . . . . I . � . I � I ", . ". . '_ I .11 .�; *4 ,�, � - ,* 'T' - . . , , , " . I . .. . . � . . - . I - . I . I I . , � � x. _-6, 1 vc; " - . I . . .. � : . , - , - jt - . - , , -� , . � . . ; . . � . - . - . I I - J - 11 , k O', � , ; . . . . I . . i .% I,� " , ��. � . . . I : -, - - I . , - '4�%-� :�,!,��;,-"-"'%- ,., . I : , , � . . . .1 � � . 't 1, - �-t�-�N' �:- A.,'-'ez, 17'� t', �, ,1"-k-,� " , � . . I . . . 'k I . . I . � I . . . -�� I . I . � . . � . I . . �"4r - - �i � . I ..... I I � . . . . �. I .. 1, .1 - I .. : � I .,;af,� . .-. . , 1. . . I.... . � .1 " . . I . . . - . . I . ;, : . and must be furnished by the manufacturer or . . I � . . . . � � . . I . I . I . . . I � I I . I . . . . I . . I . . - . . I . ,�.. � . .. . - . . _. . . I . . I I . �. ; , ..� . ;,, T . I . I . . � - . . . . - - , . I . � . . . .. , - I . . ... I I . . ...'. . I .. 1. .. ,' .., . . .. �', authorized distributor , - -_ . . ''. 1. I ... I 1. I . ... ...... I - .. . . . 11 . � I , "'. ... . . . � - 4 . I . . _4.-,:, � -�,W. .-:� I . 2_ , I .�'. . � .. . .... . 1. .. . .. -:, I I I .., � �, .- . . . . . '_:� , , . � I . '. . . ., . 't . . . � � I I . 1. .: - - _. I .11 . . - 4,! 1 - , , .. : - I '...... I., �. I . ... . ... . I I . . . . . . . _. I . 11 . e_ . designated by the manufacturer. Mueller model 290220 for casting and . . , 1. . V: V 1. ` . � I I . I . . - I ... I - , . I I .. ., - . � . I I �. . - *\ .... .+ �'-- ."�\*.,-T, +.% � ., TV-3 . . .. - . . . 1. I I_: � . . -�. � . , ; :. �'%,,,% T � *; . .. � . . . . . � . . . . I . � I I � I , . J. It � � . . I . ; '. I � . . . I . .. . .. .. .�� �' �*, i � " 4� e * � � � � . , '� _ , i � - .1 . . , . - , . . �, ( , . � . . . . . I . . � I 1* i - , , , i 41",;�%,�,v 4 . : . . I . . 1:.. � .� . . I - . 7�� - i,4 W. K1 �-. i -,�. I , I . I . I . 7. . % . . . . . . I I � � I . . . . . . ... . � . - i -1 -,,:,. �.� ve -�Y .,.. .: , . I � I . 1 ... . . �. I . I I . . I __- .? I � "' t , ...,'�": �.J � � . . I , � . . I I . 1 .4 "."", , �,t,. - _11 _$1`1'14"14�13_ , . . * I - I ': � . . : . - . 4, A _'; IDN".' 11). � �, , i . . ; . � . . . . . .. _. .1 � � .1 . I I . I . � . I 1. . . � - , , . . .1, I V. - , , - ,;kv �'. ; � . . . , 11 ^.,�M_. t - . . � .� . .".. ., . . . - I . . I . . . . . . I I . . � I . � 11 I I . . . . I . . I . . . ; I . . : . . . - I . . . I . .. . I . I . I . . . . . � . . . . .. . . . I .11 I., . . . 1. I � � . . . I .. . I � . I-, ��. . . . �. t, � . . . . . . . � . I . ... .. . . .. : . , . .1 . . �. . '�� . . � I . . - I . . - - . . I . I . 1. . �� � .� I . .. . I I . I I I , . , . . � . . I : I . - . o . . . . � � I .� . . - I . . . � . I .. .. .. . : : -.1 ': I '' , � . .� � �4 , I . .. I I I .. . � I . . �. ''. � . �, ..., � ... M I . . . I . I I . I . . . I 11 . �. . . . 1. , - ! . � .. . ; - I . .. .. � . :.. , _ 1. . . �', 290221 for cap. Storz ada Aers will not be accepted. I . I � . .., � . I � , � � . . . I - .1 .: . . I .. .. I I I . - - I I � - . . I . .1. . . I . . : - . � .. . - � . . I I - . , I . .. 11 . . I I . I I I . . . , . . . I I I I . . - � . I . .. � I . . . . , -� : I � . 1. . . . . .; . . - . . . . . . . � .. . . � . . . . .. 7 _: - . � ��,�,� P , . . , . . . . .. - . . I � I . , , I 1. I I . . . . . . . I . : I .- - - . I . I � . . I . I �._ . � � . - - � . � � I � I . . , . - " . � .� . . I .. : . . I _. . , . - . " I . . .1 . I ; . . . . .. z.. . I . . . . . , . � . I . �� I . , , . * . .. �. -1 - .; I . �� . � .. . . . .. . � � ,� I ..:,* . .. .. . � I . . . �. . I : . _. . . �. I.... .. .. I I.. . I.. . � .1 . . .. . � . . . . - , . . 1. . .. , I �. I . I . . � � I , , I I � .. . . , I I . . % . . I I I I � . �, . . . I - . � . . I � I , . . I 1. - . . I '' - - - .1 .1. - � - .1 . , I I.''. . 1. ., � .1 . . -, .� .. . . . , . , : - 1', --�. � . . � ,!:I;il e I . I I I . . � . . .., � - . . , I I I - . . � I � � .. . . I . . - . .. . , - . I .. - I : . . I - : .� .. - . � - . � . . - I . . � I- I . I . , I :., � , � I 1 5) Volv s: Shall be resilient seat gate valve, Mueller only. (Carmel Clay Spec. I... ��, �� I . .. . -, . � . . � . � - . , 1, . _.., . . 4. 1 . I . . � . . I I � . . . . I . . . . . . I .. ''. - - - . L.. � . . ... I . 1. , A.' . . � . - - . � . . � . - I . I , , I - - I . . � I ,�: . . . I . *� . , - . . . . . . I . . � . I - .� - . . I . . � I . . � . . I . . I I . 11. . . . z . . . . .. I . I . . � . 1. I . I . . I � . 4 . . - .1. I I � . . ? 1. . . I . I . � I . . � - � .. . ... I . . � . � . � ;_ "t . I � I . . . . � - . . � I . I . 1. . I . . . '. . � I . .. I . . . . ... . 1� - . . . � . -1 � . . I . . , . I ... � . .. . .. .. . 11 . - .- � � � . . . '. I . , . '' .. . . , " I . . - I . . _ . . . . . , , , . � L .- I .. .. I ... � . I.. . . � .. .,: . �, . , - .: - .,, - ,,- I . I . . �;.,.. . . � I . .� � ... . . 1. .. 1. �. . - �1. � * � - � , � I . I I . I . . . . . .. .: ., ., . . I . � . .'r . . I ... .:, - - � - � . . ... 1. ., 1. . , - _ . .... . .. I . I . : ` . I . . . � 11, . �.. I . I . . 1� '. . � I . I � 1 1. . . . I . I ..... I - I . 1:1 . , � .._ I I . ., �. . . . I I i ,,.,m .,. , - . . I I , . . �. . � I . � . . . . � : I . I . . . � �, ..� I I . . I . I . . . � I . I � ., , valves shall be open right) , . .� � - , , �.�'. .:. ,� _ _ .. ,_ . . .., . .� 1. . .. . . . .. - I . . - � . . . . , _ .:, '. . . ... . I . . .. .. I - - � ,,, - I ',�% '. � . . . . ;t . . . . , . . ; . . � , , �� ....., - , ,,, , �� ��4 !.- � A - .N , . . . I I I , I . . ��--� . - . I �. �. , � - I .1. . .1 i � . . �. , ..2'.4 r. 4 . I . 11, ,�. 1"�;�., �� � . � . ... . . . . ,., . . . . .�,�,. . , _ _*, - " - ;. � , I ., , z a I 1��L .�,,,; I . . . %) -� 1� i : . � a� , i.n I - <,'� , "ev, . . .. . - .. : , .. . .. .. t.. . ,�-:�. .., ^ . I I I . . . . . . ...� . . . . . . !,i-- . . � , I : . . - . . . . . � - " . , . N f . . . . � , �, � , , �.�_ , " q . , .*'' I ,� � . � . . . .1 �.. . - "' . 1. I . . I . I � � . 0 I . 11.1� � W,1� . ,��V, i�5-,�,- .: - .- .. I I I I . . . . . . � .. .. � . .. I- 1�1_ . ` � "V,4�� ,,X,�J$60 '. . I , t..t _3 ,��, 't , .A;� � .. - - I .. I . - ,e - . i� - . . , , 'r . . I . , �f, , , 0, *, �'ikt� C , �?, ,,.,, . I I . * . .-"" ,. nx,%,�,,,�y---.rt,)""-- , - -f-'�,-,, 1 -, ';- , , � J . � � '. � . ..- 1. I .. : 4. '. ,.,;,t A I fl, 1-,, --. - - tz" , . . . 1. . ;;-.il, I � : � I . : )A. � q . � . : ''I . � I . . .. . , , �,. � .. *,a WAU.A� lw; _ , . . . I 1. 4J i,� � Butterfly valves shall be used for sizes over 12in. - . . I . . , . , , . -- _. . i �. . . . I . I .� I . . ; AA - . - � ._ _. .� � . ; I , . I .. . . � ..... . . � . . .- - - �.� - I I � , : I " I I .; . - ... : ... . - '. �. �, . . . . . . . . . .. . . , . � I . . . . I , '. . _ . .. I - 1. I . . . . I.. . - . � . . . .. . I . . : ... - � ;_ .,.... . . '' '' , * . .7. , - * _. I.... . . . �. � - ., . . . . . . . I . . - .. - ,.(, , �. I - � , j�. - 'J", 14 ;.,�,� _.,.... � . � . I . :�:,*. . '. ..., .._ . . . . I - � .. . 1. .. . . . , . _.. , * * , I . 1. . I i �`�' . " :_ '.-*:� .:* I - .. � . , , .. - ,,, -: -.�.... - . ... . .,., , , �, if.. � �. I .�: . I .. __� � ItIt � ,-, , - _ . ., . . .... .. ,!.,. ,; � , "' t��_� ;� VtW.!�', . . , . . I . '! ! - %. " . .1, 'I _ IV.- 'Y .�'U '. - � .. . ... .. I .. , I _. , , . '. 1. .., . I . . . I . . . . � - , , . . � . . . . : . ��,. *.�, �-��,;_ - - .;., - - -'; �' , ". .:. . . . ... � . . � . . . . I . . � " . , I. , - . . . ,� , I ,_t, �i,� - . I - - , m '� - - ! - - - �k, 654- -'i't ��-O .,; 'it .. . . .. . .1 . � �. : . . : - - , * - _. r ", �4,4 ; , . * . . 4V!, , i'�', I , -: I � 1, i, , . , ,v ;, , Z . I . . . . I . . ." X 411-3 1_Vtr� , " . -I;- .., . g "C"ck4w I , , . . . . . . . I � . , I . . � V I "-� , , F "o 4 :.""Im , I . I , , '. I . . I ... � . ,� . . Z " , " .1� '. I.. ��t 'I'm; 11 �o, 1 A - . . . I . 1 4 . : , .� 1 �7" X -.- � * L., � �,'�, -1 4. "Y-t,*'1*, , , , -, : , : ! . , � '4 T 1( r *I . . . 1. _ i4 . .;1 , , ."�,_� -41 . . I , . .. -WA � . . . I i,. . ��.4 .. . �� .. 6) Fittings: Shall be Union, Tyler. .1 11 I . . . . 11 I . , � I . . �. . . , I . .1 .. . . .. .� - . ��,�`.. �.. � - ..: .. .��h,Lp ... . . . . � . . .. 1. . I . . . . . . . . . . I . , . ., I . . . . if . . . - . . - I I . . . . . . 1. � . . . . .. � . .... f . � . . "" '. , ,�.. � . . . . , . ... . . . . - I . . . .. .. . .... .. . .. . . . .. I . . . : ...! - �.-- * . . �: 1. � �� I , . . I 1. , * '' , , .. . .11 . . . , .� , . . . *:., . . . . . , '� . . I . . ..:, *. 11 I . � I . . . .- . . I . . . . . . ...... . _. ` - , - ... . . 1�. ..I , �.. �!1;1� . . , . .1 . -_ . - , - ' - �.,;J 4 - 4". , - %).�#. '.V , - '. � . . ,:. " .. . . . � - . .. � , , ... . - I . ... . . .. hanical Joints: Shall be made with Megalugs. - :..: - .. � � .. . . . .. ... I., I I . ,Itw. - � _..: .: - . . Z" I �, . �. .�. . 11� _... .. � '. �.,. ... _. - � . I..... �.. . . . _ . .� .1 ,� .., - .. 1, - �. - . , :. . , . . . � � .. I .. .1 - - . . . . . .. . , . 1. . . . .1. "I' - I I � _�� ' -f -t' � I . I . . � . I � . . . . � : _. I � - __ � i-l".. - ?[.t ,�i-t:rXj",�' . ;rUl��J� - - . . � . . . . I � . . . I . ., . . �� I . I � , . . . � 7) Mec . - - . . . - - .4 , ,e -,. - . . - . .. . I . I I ". .:. . . I ; . � . . . I . . I . . , I . . . . , I � .. . I . � , � � I . I . . .� . . . �._. . . , - , � � . I . - . � . I . . 1. . I . � . . . �0 . jo�. - ;.* - kv! A � � . . . I . . . . . I . .. I . . . :� !� I . t . . . . . . . . . . . s,�� � � I � . . . : '.. .. . . . � �, . . . . . . . . . .1. . . . . I _� I ; � .., . . . I . - . . . . : . I , I . . . - ,.. I . . . I . - , , �1. A . .�. � , . . . .1. . . i. . ,;.. ." - -1 - .. . �. . . . 11 . -, _ , . I . . � - .. . .. . �.. � W_ � . � . I . I ,.;:I � 1, I I I . I . , . , � � . . . . . : , . . �) - . o . - ��'. L, � t1�t 4r. �� I . - . , , , . � 1%. . , . �. � -3. . . - , , t . , t . _� :. , � .- -4:1��,'! � 4 j . . I � -K , - 4;e�j � , * , � , � , � A . -_ , � . . . : . , , .; . . , I .1 . . . . � '� I . � . . .. ,� ; � . I . I . . . . , . I .. 1� - , * , " . I . . - I � . . . . . I . . . . ! I . : I . � � . � I .. I . . . . � . . . .. . . . . . . . . . : . -'.O,.-' - ,�..�� . I - .P� , , . �� , * - , � � . - � o . , . . � . � I . t 4 - k - ;- . , . � � . ,� I - I . . . I . . . . . I . . - -- r * , . . :I. . . I . . . . : . V ., , . , ; - - . - . . . . . � . . . I . . . J! L�;"e, I -,� . % - '. . . I .. . � . , . , , . . . . . . , . I - . I . � . . I . , � r . N . * . 14 i "I -, , . '). �� .. _.� � ,ij .., , , _f, , �6 11 .1 . .", . � . I :�� . � � ( . . . . ! . . ,,!.� �, ,,,� � 4114 , . � - . . � � . . f ., V . � "t "5', . : L I . I . . . : . . - � I � 4 .� �� . .- , . I - . � . �' � , � , . , , , , . . . I . I I . . ; . . - � . , . . , . ... . . � . ,#A , . ' 1. � .. � . , .'. . . I . . _i . . " . .. . �� I . ., ! I . . I ..; � . ... . I � . . . . 1! , * . I . , I . , . I ..If#. . - , , . . . . I . . I . , . 1� . . . - '. I . . - I I I . . I . . � . . . I I , . . � . , .. . . ... � . . : . : . . . . . .. . . . . '. . 7, I - , A4 , , 41 - I � - . . � . . I . . I . . , �,�-),' - . 't t-- I I - , , I , , 4 , : It -4 �� -41 .. ., - � - L-.-'-,-. 111t ��. .4 . . , � ..- . , . . . . , , �, . . � I . . . . , � � . * I . , , :�z - - , L . . . . I . . . � . - , � ` - 1. .. � I .. I _. . . � _ '' I 11 - I 41 '1! .�..... 11i F _,� 8) Valve Boxes: Shall be Union Tyler or East Jordon Iron Works. I 1. . . .", � .Z�4t�,V% -iu�l�t, !�r. - , 'r I. 4 . , I .. � . P. . � 1. , � .i'� C�l . 10. .. 11r, I . . . . I . .1 - . . . cl J-1t 4�vA i* � �:, . '' . � � . . , . � . - . 1. . . � _. . 1. - v _ V. ,� . I . . . L . � . � . .. I I., .. � . . . . . - . . . . . . I .. . , �.,� . � .1 .. � . . . .. _ . '. , i.�,�� 11 i . . . . '.. I . . - , . . . .., � I . . . * , , � . . � . . � I . - - : .. . � 1. � . I . -, . im �, , . I . . . - . . . .. � . I . . 1. .,i. .. . I . . I - .V , . � .. - . � � . . 1. 1; - . . � . . . - ' ... - . . I � .. ,'t � 1. . .. _.: � - I . :. � � . . . �.. . . . .. , - - - ., - . - . � � . . . , _-, , . . , * . , , .� 9) Posi Caps or Box loks: Shall be installed, with each gate valve.**not to be I .1 . I -1 I _.. ,� �.. . . � I I I . , _ . � . . . ... :. I - .. . . � I . . I � ;e '$F . - , � . .� . � . , . . . - . . . . . I . I I . � . .1 . � , . . . . . . . . . . � . AA, , . , . I � � � I . � � � . I . . . . . I : I �" . . , . . - . . . . . �,, � -4 ,� . 7 � I � I , , . � � , * .% � . , . . .,A Ax. , . . . . , . . . � . . � . . I , I . , , . . I , ..�7 ; ,� - . . ! ." . � . � . .j . . . . , . . I . . I - . - " . - � . I - � . � I I I . . . . . . . , . , I - I I I a I . '. � � . � I � . . I . � . . I . . - . : - - .., , - . . - . - il� , , - . I * . . , , I , � . . . � . . . . � I . - - . � � . . - - . . " 1;� . . . . . I � I . . . - . , � . : . - ,:�� ,". , . . , . . .1 . . . . . . I . . : . . N" .. t i . .. . . . .. I . . � . � I � .. � . . I ,� . , . . . . , . . . I . , . ... . . . I . : . .1 . . � I . . . . I I . I I . . . .. . . I � . . . . . I . . . I . � � . I.. I I � . I 1. . , . , . . - - . . , . . ., � . - . . . . . . , . , - . . . . . I . . . . . . . . �3;,`.,1_1' . . - .. , , 4 1, I . . � - � , . . . , i - , - � ,� 0�4 . : � I .1 , I ; .. ... I . . . I � . . : . . - � I . � '. , . . � . . .. . . � I . . � , ,� . �j;s . . .1 O'� . . � . , I I . . . . . 1, . I . . . � . . : . .. . . . . . . . . . . . . . , -, I , . ;. '. , I . It, 't - ._., - -?. %:, .. . I I V, . - .. � : � I ; � . . . .. . . .. . . N �', '.. , . , ", - . " , . : ,1.1 . I . . . - . � t�l " . . . 111 -, * - A � . � ; . - , " i 1 j .k _)�- . . , , � , . - . , . . %� - . . . . . , . .- . . . . , . - , .� ,:4 � . . . , .-. �� : -_ ..' � : '. . , . . . . . . � � . , . . I � . . I . I . : I . . ,*. . I I I . . � � . - � . . � I �. I . � 1!�6� ... vv-; k , - - -"� ". ,�-r - - . i.* "_� � %W ", I 11 -_ , , " " '. - , * .* I , , , I - I - , * . . . . I � � .. . .. � . - ".;X,o .�Jr' . ., OP . - -_�, ,., " ..;!�� .. : . � , I ., I- - � . . . . . . � � . . . . , I I . . . � . � . - . I 1�1�_ "Auod� * "A 11 , - , , , ; , , . 11 - , . � - 13�� . I , . . . * --.--� . . . . _JC"t , . ;* , 4- I , It 11 1 - i - - - � , , "' , . - . . ", - . I . . - . . . : " I I . - . . I . � .- . . I I . .1 . . . � ..� � 0 � . . 1. 11 h, ,� lrw,'. , - �_, �', � �. . .1 : . . � - . -v . �, : I . - . . . - ; *: 14, � _-, , . . �.. . . . . I . � . : . . 1 0) Curb Boxes: Shall be Union, Tyler. .- . , - , '.. �, . ) _1Z . . . .. ..r� . . I . CT� - �, -:I '. -, - 4 X, , � , a t ,i� 'T " -j,p 1�.Vn Z tmlt + . . � � _ ". _ 1. " . . � � . . � -� i ."t. i % , U12,4--m. 0�-:--,074�` , i ,V, � . . . . �, ,� 4)�-,, i1i' . �.., . . � I . � . �.,i , � " . tterflv vavles.*** I I . . . . I - . I I - T4 , . . . � . . �'. t, . . . � . _i� 1 .,i ic � . . " , � , - I , i" . f " . I � ,� 44 �. � "� . . � I I ,I . I 1. �_ . . - I � .., - 1. - - . . I I I . . , - " , , , , , , . I I I . . . �. - . . . � . �; t . . � .� - - % , . - - - - - � . I . . - I . . . I . . ,,.-. I . a . * e t� .Z X4 � ., - . 1; . . , ,,�,;& . . . .. . -, � - . . . . � . . � . . . - . 4i - 4, - , -.' - , . . . , , , - . , I . . , 1. . . . . - �., . . , I . . . , r , . , * . I - � . . . � . I . . . I . . 1 ,-V:"_4- . , I I .,ti . . . . . � . � , , . I . . i��` . � � . . I . 1� � � . . � , - , . . . . I . .. '. ,,�: .. . '. - , . I . � - - *� '' , ; . . . . .. . � . . : . . . . . . ., . I . . � . . . . - � . . I., I . . . . . �.. .... ... . 1. . . I � I . ., . . I . I I .,Ok�_ 4 ... . �� %1 I , - V�el I 1�&1_1, �; NA, '� , * '. ,. , . : �' 1�",.. . � -, . I . ..,..,: , -, - ,.: . " * "I'' -.. -, -- 1 1) Tapping Sleeves: Shall be Smith Blair, Ro , , . . . � . I k , , , _$ 1 P* , . -,.� . .. , * " A .� .4 . .. , � .. : . . I � . . . . � , . . , .:�t , 0� . . I . I . : � . - . I � � . ,&� - , " Z,.! , "T'. � , a 17 zi� 1* - - e pv% ., RZ , - , , "I - 1* �khl'v I - ` .`�t . �. I � . - . . . . .. ." . � '. - .. - 1* .,� 1 . I ..., - � , " 4 'T , " � "10 *,, - !� -t - , -, X, � - . 4 - woit � .4 , f I Il , I , , ,-,%A " . : , i - "�'t , ., -,I i w-0 ,� . - r- 11.,�, �� 1-. �t- ., ! . . . ,� . !) 'i 4 - ��---a, I 0: .V1 ii ., A4 . �k iki . �� � z�. it I � - al 6 . . . , . . � . I � � . � . . . . . . .11. . . . . ��,4� . -.-:�. . . �* . : . - . " . ., , . . " . - � , . I � , . . � . � - . . . . I � . ... . . . � I � . . . . � : . . I . � . - � . .. . . - I , , , . ''. I . I I I . . ..... -�', L � . �_,, macif or JCM ... - . � � I , - , , - .1. 'N i. ,- - *-+ -A. - . � - , . " . . - . , , . - . . I . .. . ? ....- '. . . . . �� .,:'. 6� 1.,1n, � �;r.�j. - . . . I � I � �Iv'.V � , . . .. �' . ,_ - , , , . " '' 11 �,� 1�. 4 , . - . . . . . . . . , - V I '.. " I-, : - .- . . :,.,. �.. 11 1. � *_ . . , , . . I . I - . I 11 1. 0i, ". 1 . - L . , . . ;!: . - - � . . I I � I . - I . � . .,I,, 0�=11114 " 'O . . . I �..�. ,:. ... � - ... - . . I . � - . . � . . ... I ,- � . . � . � .. . . r I - . . I � - I I � . . .- I . .. 'I 4 ;t .1 , , - �-,j, -- -- - . - ; -�- - . .. . 41 , �, � 'k , , ,�- _ 110! 4 12) Repair Clamps: Shall be full circle stainless steel with ductile lugs. Smith "4'' , , , , '' - .. . . I .r. . . ,� . -, . � . - , , , * - I . . I . . . . I . . - , . I )�,� , 4. : I . I . � - - . -.. , . . - . . I I. . . � � . . . , . � ''r . *1� :0, � .::�:1�1, � 'W', .;� ", . . . I ''N ' -;",.. " . r , ti - .4 - - I "T,' - 0 �*. -; , A- , . 'i . . 4 - , ,e . .. "ItA - Z. I - ,_ f , I I - . . . . , 1�1- 704 `1� _. � .�i � 1, i;� . - . . � 1i "I , 1 141�' ,' ,� , '. _ r, ,4 . L I . . � , . , . . I - . . . " . a . � I.. - . . r . I . I . . . " ,�- , � * I �,-yi- -zt; .. -6-44 �,.__' 11 7 . , q 1'i� ; .. � - � ��- - . . . - , -, - - � . .- - .., an, �-,� :�V, , �*-) _r �,�*,�-b,F�1<1_ -3 't .1', L t .,i . le it .", . : � ,��. ""., ,� i . �-ina;��X ,� * 1 1, � . " . ,; i(lix - , � I . ., - . � I . . . . t - ; , . . . . . . .. . . I , % I . . . I ,!, . . . � . 4" . , . : , � . I I �.: i , , , . , . . . I . , , C . . . .. . . . � : 1. - . �. - . '.'� I � � . . : r _ . . � � . . I 'A� Z . t. .1 . _o " � " "' , _ . , ,. 4 � _4F , - I . t � � .Z - 1�. � I � . . . . . .. � . . . .� . . I . . . _� . . . � � . . . I .. . . . . . . it . . , . . . . . , - * � , ", , , . � * I I I . . . . I . . � . . . . � . . � d . . .., . . I . . � I . ; .. I I � . . I . . ;�'�` I I . I . I . . . . , .... . - I . . . - .. . '. . . .1i a : . _. . . 11 '. " - - - - I I � . . - . . . -1 � I . - . I � I . � . . � � I � � I . � - - - I � I . . I � . . *�;* I _ .. I � . � I - . � � - � . . . I . . . . , . . . . . . . ,�,... - , I : I . . I � - . I b . . . . . I . I . '. �. � . I I . . "z - I �, _11111 cll�t" -, , , , . � . I . � . _iw-L W 'r. -4, - - .1, I - . . - I . . . I . � : -V - 1! ,�, ,:i, '0�! - , - .0 " *, . w;rv" -, 'a ; .� - , � . . : .. I . I ., t_,.t,�r i. � - _,17 - �, -�, " �� , , . - ?. _�_t� ,Ie"11 � , _ ,t4 �k, - ,J :* 1Z., 1* t �,� , . , . , Blair 226, Ford F-1, JCM or Mueller equal. .. . I , - , "L - 111 -, X �, �m " Vt lq�t' ". -1,11 .01 . . I .Cc �'. .`f -41 �.., 44. ( , .1 "" ,V . . . � . � - . . I I . I . � ... . I . - � . 11% . , I � I I . � I . . I . . - . - . �'. . I , � .1 I - I . . . . . I . . . . - . . - . I � . I � er - :�: ". .. . � . I . . . . , � . . I . . I .. .. .. 1. ... . I . . I - 1. . � � , -4 , , . .,-, " .. - , . � '. . . ... ,� I . . . . _��- ,.,,.. , , .- 1. I I . I. I . . . . 11 - ,* i� �- .� . I � i : ,.�r '.' I.. . . . . � ;1_11'� I . - , . I - �i. . .. 1. . . , . . . - - I . 1. - I .. � � . I :, , '' I . 1_.�,� � I . . . ,. . .. . , '' � '. . . . - . . - .. I I . . I . ... . . � . , L. i -, It"'4P, ":��," . ".'' . 1. .� . � . . . 1, , �. � . - ." .N,;Z, -*- 'Y - 0 - lu'r � V - a 11 I . � -� 1.� - . , .. "k. � .".4. .V . ,..� ;. -i . t; , � �, �,� � � -��., t - 1; -(#),- . , - , I : * . . � . " � , , I � , ,*4, k," - 4 , * , , .i; P" .111. I', !, - .7 1)t'. $ .� .� 7;a� � ,,'- _'j. -, - I 1, I� , 41: i:. a, *i:,,�_44. "..- , , . , 5kk -,,.';,, .. .S _N pt .. . . - . 1 *4 " I � . - ..� - . � - 4 - . . . I I � .. .. . -) , 1 , * I � . , . . , 1,4'1� , , , ., IN', . - * . � I - * 4. , . ,. � I - . . I . �<, ;e - �-� . , - , ,0%,. �t f: . I . - I . . �0 -_ t S. '": � - . it� -q pl�, � " 11 , " , ,�-i V;� ,V . . . ,-�. " - - % 'V1 . ,;�4 - . I ! " - 'C 4 1, � .t 1, � - -, :* ". , , �, , . * , -Vi , , " - A", J '. e . . � I . I I.. �1 .. ,J - . " � .1 .. , ,� � � , , - � t;, . . I - � 1W i" "I'" I ,_ ;i-.� - - I I . e -.� rl - I, 1 .t 13) Topped Repair Clamps: (For %,lin, 11/2 in, and 2in tops on PVC, 11 2in . "; , -,_ � ,�� .1 �i- . , ,� � . . . . . - . . � : 1. �. - . ". I .. . I - 1. !.4.16- - . . I . . . . , , . " , , I . . . �z . , , �1. - � . . . � . I . .�_ : I . . � , . � . . : I I . . I I . ': .. I . _ . . . ., - . -'. . . . , . ji,41., / . . I . . ..'', . � I ., . . . I . � . I - . � . . . 1� . , - _. .. .,. ; - . . . I I N .. - � I . . � " . � . I . � I . . . . . � ... . . . � . .A I .1 .. _;� . .. � _ I . . - . I . . � . - ... *.. . I I - . . . . . ,J � I . I �, . .. � . 11 1. . I . . . I � �. '.1 . �.. . . � . � � . I . . . - . . , ,... , . � - . . . I . . I I . � I I 1 13&� . . , . I . . I � - . . � . I . �_ I . ..'s'., I , . . - I � I . . � . . , � . . .. . I . . .. ,� and 2in on Ductile Iron and service repairs) shall be 12in long, full circle I . . . � . . . I ., I I � . I . . I . � :1 . I ''I ."� I . . . . � . I .. .. � . I 4� I . - . . I � � � I . I . . . . I �� . . . . . . . . . .1 � . � . I � . � . I . I � . .. I . . . . � � . � . . . . . . . - . _. . . I . . 4 1 1 � . I . . . . : , . � I I . . ., I . . I-, , . I � . . . . I I . . . . . . � , . ; I .. I . . . . I � . . . � � . � . I . , . I . . I - 1. � � . - I �. . � . .1 . � 1. I . . . o . I . . . .. . � . . I . . . . , . . ';'�,,,,, . . . I . . . . � I . � � . - .. � I 'L . . - . I . .. ., I - . I . I � . � I . . . . . . ... . . , . . . . � . . - � . . . . . . . � . - � . . . . I . I . I . . . I I I . I . . . . I : � � . I I I . - - . . . , . . . . . .1 I I ; � � . � I . � I I I I - ' . . . - I � . I . I . � .1 � 1� . . . �. . � . I � . .. � .. . , . . � . . . . . . . I � 1. , 1� - . . I , " � . - � . '. . .. I . I , I . . � . , . . � . � I . � I � � I . . , I , , . - . I r . . I , I I . . I . I I I . . . � � . I I . I . - , , ,- - . . 41 ,:� , r.%_ k , , , , � . ,_. � " 'O I � . � . . . . . . . . . . . I . . . . , '� , . I . � , 't'v,'_ .." t�� � '" ;,!' -�i , � I � W.All�,� I ,W. I., . _I , I � , I �. . . . . I . � . - ;� , - . �, � , # :z<"t., I , � , , , . � . � I I I . � . A , , ,� . . . 1. . I . . � : - . . . I - , I . I . . . . . - . � . .1 � - . . . I . . . 1 :$�,- - , I � '! . . . I . I .- . � . � - , . . . � . . � - . , - . � . . - . ! . --, -, I � . . . - . I . . . . . . . . . � . � � . �., I . . I I I . � � � 1� . . . i . . I . I I . . - - . � . . . � � - � -, . 11�1�_ , i 4� . I I . . � . .. '. 1� 1�14. �� - V I . . . . . . � . I � v . . ?,--7� � I . . �, � . . I .. * IV .-,, ,�, , �t �� , _ , , , ,,-., , V" If I ,-!vf1-,.;kw, . , , - : I I . . . . I . ;, - , - - - , t , , , � . '. I ,� , , " 1, �, - � . . . - . , � ., -� �,, - - -,, I �,�V�,- - I , , - 4i 4 -, .N ". ;� � � . . . . . �` .,., A� - , '.. I . , I I . . I . 1. � '' lt,k , � - . _ I , . . I � I I . . , � . I . . � I . . . . . I , . . I I . I - � . . . . , , , . , . � " I I . . . . � . `� r- .,. - �-, 4, � - , . - . . I ., . . . . . * � - .' f, 1 , - , . .:4 , � , , --� - , �. - I 1. . . ft`�, `,�'� �_..`- �tl!" � iQ - � ,t7 . I I . . � � I I .. .. I I I . . . - I - I r-�;-.�l stainless steel with ductile lugs and tapered threads. Smith Blair, Ford, JCM I . . : 1 - - A I � * .1!4-10_ 4.. �� Z-t I � . . - � I .. . A I �:., I .;.. � * � - k .�- .�-, , " - I � . . P� - , .. � '. . . . I . I , -� , Mueller. - , I . I . . . � I '. , , " :,.. I .�. �: . , . �� ... .. I I �. . - . . . �. � �. . I . . � A, - . . I � . .� - ,�r - _�-, f - �,_ .. " �i .. % .. ''?,#.. I � : � . � . : �., - . I ,�, ., � . ,� � q 1�, . , I . _:�,, I . i � I ., ..il_ .., m . , I . � � , , V� � , . .,.. I . � I . . , I . " � I I I ., I . . . . ;� . I . I . . I . � . . . . I . I I � � I . I . . �. . I . , " , . � ; . .& . --IN, � - - , 1. � I . I I . I :. � . � ,..Z, . . � : I . .. . I � I . . . . , . � 1. . . - � I I 1: 1� V r, . � . � "'f� - . , I I . - . I . - I I � . -1 1. .. � . , ,N � . � � � . . � I . . : , . . , . � 1* - , -� . � , I .* � . . . . . " - . . . . . . . I . . . . 4 . -�: , ,; - . '. I . � � . . , . I 11 I � � I'. - , 1 . A .f � , . . . � - . I ;_; j, Z ,- - : I . I . . I . - . . , : : . , . i ., 14 , �.-X,"., IC T-11 4, �A, ,� . . . . _. .. I I . I � I I . . I � . � . : .,,.,-, � . "A � i ,,.,,.� A - ;t,. - 14 ., . �� . ��c I . . . . . I . . 1.� I . ... Ir. 14) Sample Stations: Shall be installed at the utilities request. (GIL Industries � � . - p I - I I � ..1. - 1. � � � . . � I . 1. � . � ". t I . I . . .. , . . 4. I . . . .. I . . . - I I . . . - � . _.... I I . . .1 . . I . . .. . - � .1. . � . . ; . � I .... .. .. � I -1 ... I. � . . �'. .1 . . . . . . . . '.. .. - . � " I �., I. - . 1- I -11 �. .1. � . - I., _. .11 . 111. .� I .. - - .:,� - . , .. . � . .- 1. '. I � . . .. . . . I . .... ... . I . ... I I . . . . . I . . . I . . .. .b . 1. ,_ � I �_-" . � . I , . I . . I . I I - I I . I . . � . . . . . . . . . I . . � . . . . . . . I I - � . I . . . : � . I . I . I � . . I . - I ! - � - I" . I . ;,.�. ... . I � . , I .. L . I . - . _. I � ., , I . I .. � I . . . . . . 1. � . .. I I I . . . . - . .M.. .. . I . I . . I . - - ;. � . , . I . . .- I � . - . I - - . r . � . . . � . . . I I . . . . . . I I . . . .� - .,. - . � . . ... . . � . I . . I . � . I.. I . ; I I � .1 - I ..' . . � . . - . I _ . 1. . ... .. . . . . . - � . . . . % � . !_� I . ... . I I � � .1 . I � I . - � L I I . I I . . . I � - . . � . � . � ..� . I - I . . � . I . . . I . I . .. � . . - I . .. .� I � I I . 0.. � . .: � .. ..,. ., . model # EH101). . . . .1 . � � . � : k, - �'L I ", ,�.�� �., . , - . I . .. .1 - � . I I I I I I .. I , .. . . � . - - ._ � � . � .. I . I .. ��. , . : . . - . - .. I � . . I ., ''. . , 14" . . . . I I � , . __ .."JI.. ... . . . . ... , I .. . . I � - N1. . .. ^,4 - .. . '.. - . . . . 11.1. - .. . . .. . I., .. �.. .. . I _�,wv '. - .,'fi , - , � . . I . � I., . % .. . I.. .. . : .1 1. - ... . .... I . � 1. .. :1. �'�, , . I � � 1110 '.1 . . .. . '. .i IfI.I..-I -J;��.� "�'t".., ''.�.% -got '4�1r.:, ;v , " '" . . . I . . . . . I . . I I - . I - % i � 5 � . I ... ,; '). � . I . . � I .. . . . . . . . I ; cl'..., . . � I � . . � I . � I .1 1. - - , . . , � � . � , 'r� - I . ..- �_ .. I I � . . . I - - . �. . - I . . . . . I . . I . -;i,,4A-.-!?"�-.v3f % ,1�y - , .. � . .1 1 t�', . � I . . � '. � . � , , , I - . . I. � . I . - . .. . . . . . . I . . .. . :1 "�. 1 . . I . I � I . . � '14 � - - 1 1 _1 ',�� . - , - I -4r'. -I.- , - , ,, � . . . � , . . I I . . . : . ';:��c . . I �� 1� - 1 Z" 1 1 1 , . � �.,l 6�1 11 41"I'l _,�_ � t I I " 4, . 5) Service Lines: 3/4in, lin, 11/2*n, 2in, Shall be K - Copper. I.. �. � . . , . _', ."I , * �r � - j*j (�-J�' ' . . . � - , . � . I - , . _ . '' � �_r " I � - 4 !�Oe' - : _.,� . . I � .,. �1 5 ak . , 1k ,� .; � . . , , . ,t.,"� � . . � . , _ ,�� � ; - - ____ i_ - . ; � . . . . � , . . . � . . . , �1�. - ,� ,�,4 .. , i . ! .-,�,�,� " 1, . . ��. -4 , - , I . . . � . . I I . . 7, 1 . . 1, . � . . _r . . , , . I - . . � � I . . . . I .. . . . . . - I . . . � . . 11 . . - . � � . � .. . � . . . . . I I , - , - - . . 1. � - . . I ,;.. I - . , . . . . .. _.. I . ., 1. . . . I I . . I': . . I � . . I . - . � . . . I . . . . . :Y,,,,,�� - , . -".., , I . I .. , . : . � t � . : - - . . I . . 1. , , � 0 , I . . . � . I . . . - 4 . . I I . . I � - I . . - . �,1,11. . �t.,. ,.�p . . I . . . . . . � - . . ., � . . . I I . . ... I - - S �.',' - . I . I . � . _: __ , - . � I . . .. - .1 I '.., I : t: , - .� . .. I I . . 1. . . . 2 .* . . . . . . - .. . 1_1_1� I . . . I .. . . I . I I . . . � 11 I . . .. �� I .. - I . ", " - ` " - `1' .� � . ., . .�, . � , . - . - - I q I � . I , . � . . . . . . I I I ..., . . . . . � .; i.-I .� . I .,� *.,-,:� . 1. . .. . 1_. . . .... . - . . . .. ! , . : . . . . . . . . ��- - 16) Bross: Compression Fittings. Pack Joints not allowed - � I I . . . I - . I I . '. . . I . �. . . . I � - I :� ,�k"-,4, r."J �.,�� .. - - , . . � � - .. � . 1, . . . . . . . - . . . .. . . . j,_o, . .... 1. I - . � I . I . . . - I . . - . r � . . . . , - . . . I �. -�. .. ,,,,. . ". - , ,-i . � . . . . � ., . . . . . - . � . . . . I I I . . ! . . I � 1. � � . . � I I � . � . , . - . I I � I . . . . . . - I..''. . 1. - I . . � I . I . . I � . . . . . I I I . . . . ... � - '. . I . . . . I . i�,, I , . . - I . I � . - . , I . . . , � . I � . I . . . I . 1. . . . - I . ..A .. . . I I . . _. . .. .. � . . . . . I . � . I . : - 1, . � I . . I � I . . . I � .. 1. .1, . � I .,. . . . ': - -, .. I .I . . 4. .�# . ! . I .. I ... � .. 1. I , . � I I I . . .. I . .� � .1 � . . . � I . I I � . . . . . � I I" I . - I . .1 . � I . . � . '. . . . � . . . � I . . . � � . � . . . . . 1. .. .. ... . _. 1. � : -1, - � . I . � .. - . .1. . � . I . . ... . : '. _ . .. . % . . . . . . . . . I. , ..�- .. I .. � .... I I .1.1. .. � I - : I I . . .- . I I I I . . � . .. . . . I . . . . :.1. . � .:;. . � . . . .1 . � - .- ... � I . . .11 . I. I . I - _.., (See Meter Pit Specs.. For Make and Model #) . . . '.. � �_ . . , . . . . . � , � I . . . . . . - .1 � . .. . � . . .: I � . . - I . ..:.. ''.. . . ''., . I . I I . I - . I . � . � . , � . . . I . . , .. , . , ". . � I . I . . I . . . I I I i . . . . . . . . . I . , I I I . , I * . . � � . . I . - I I - . . I . .. I . . � � . � 7 " i . - I . - . I . 1. _. . I I I I I . , . . I . - .� . I . . .. 11 I . . � . , , . I . I . . . . ... . . . . . I.... . ... � I I _,. , . 4 , . . , . '. . .. � . �. I I . � - . . : � - I . ., . � . :, - � . � . . . . . . I I � , � � . . . . .01%, . . - . . , I 1. . I . . �� �. . I.. ... I . . I �,:. .. 4. s, " " * .1. . �. k . . ' �, � .. . , �� *�_ t'-, - i% - -.*-�.-� , :: . . '.tl " I . . , -� .. 1 ..4 . . V, , C�,$.`__ . . .* I . I . . . . I . .. � I I.. '.. . ...! I . . I . . . _.. 71 �� I � . - . . � - , . - I.. . . .. . I � . � . . I . . . � . . .� '.. I .. . .. - . I I . . . 1, 1k. ,","!�.1" , '. 114 .. . . . . .. I . . . . . . . I . . . . .. . .- . I .- , , , .1.i�i - I I I - . . . . . . . . �� I I I . . I . . I . . . . . . . . I ,;. I... I , , I . . I I � . I I . Z - . � . . � . . � . . � . . . I . . , . - . I . . �.,. _. . . ,�. �.. I � �. '. . . . - . ..�, .. 1. ... . . . I . . ., �, . . I . . . . . . . . L . . I... . . - . � '� I . I . .. ... :,�, _�"..k�,�,� � - I I . . : , I . , , . . .. '. .. . .- . ..�, � I .. I , _� L ,;* A_: . : � - . . - , . . . . � . I � � � . . ��,' I " '' . . '. .,. - . . � �'A,_,elt�j`-� " � I . . � - .t I - . . ..�.i - u C . I, - 1,11, . - . . . � % M ,_ .: �� la � , I � . . . . : ... . . . ,,�, -, I . . - I � I . . I . - . , , � � I �� .� ""IV 46� '... 0 17) Joint Restrains: Shall be Field Lock Gaskets or Mechanical Bell Joint - � I. . � $ f4 i - , �, : 1XVIP'.1t_� - .. - - __ - N . � I -14 �. 4� ia _P. 1'..41 � . . . � - - r_ 0 ., I � . . I . . . - " . I . . , . . . I . . -1 I I - . .. . � . . . I . I . . . .1. I . . .... . . .� . . , * - � � . Restraints. � ''I . . . . .. I ,-. .. . . .� �.". - ., . , .,,,�' , * , � I . � .. � �. I _:.-., . .. .�� . I ;,Z I . I - . I . . . . .. I , , I- , , "-,. � , . � - . . . . . ., , 1* _'�14_4 . I . . : � " . . - . : - I - , . I . . , .. I J L I I - * .. . . - � . . .. . . � . , . . . . � . . . . . - I . �, " I I ;(!i R.I. - - " - ^4 ' � ' . . I � - - .'.*.. - , . I � . . . . I . I . . �. . I I I . . " .. 1. .. . � . . . I . .� I . � f; , . . ,V: _1'i��_7�')( _ rf;,. . . . . . . . . . . � I . . . . - . � . , , . . - � . I . . . I . - - . . . . - -�-. 1. . I . *-�� . . . . I . I . . �. � . I . I . I . .. .. . � I . . . . .� - I : - , �,,,, I . I ... i � � . I .1 I � " I , 4 � 1, A, , . - . . . , .:.. .. I - - . - * - . � . ... . . . . . 1. I , , , . . - '.. . . . . �i - L . . . I . .. . .. I .1 � . . - 4, : . '11, . . I y . .. . � I .. . I . . I . . . I ..... � . . -,. - . I . .... . , I . . . . � � . . � . . � � . . I - � . . _. . 1. � . .. I . .. . . . . � . . � � . I -,-'.-'k " 1* - � . .1 �. . I . '. I .� . -1 . � ,. . :�e. : _� ,A 1: . 1�.ik I .-, � .1 . f . . � . . I I . . . . . . . . I 1tv 0 I 1'� I � ''.. -.,. ,* , 1. . . . I � .1 ,I . � .'' . . 4�1'ej . , � . � $�r: f*�_ It i '4 4.W11 W, . �.. ..: 1, . . .., 1. ..� . . .. �.�11 . I . ... - I I ... ;��. -�* . . . I . - .. � . � . I � � . , - , 1 18) HDPE Sleeves: Shall be used for services that cross major city streets. - i� � �, � f 5n I . : ,WL . . . . . . .. . . ,:, " � �.., 1. . - . . . . . . I ..... ". �. . . . I I .. . . . . . � %. � . . . . - . . ... . . . . . , � . :'1* .. �. . . . . . � . . r � ... . . I . . ... , . . . I - . . . I I - I . . I . . . I - . . . . I - 1 '' . - .1 I . . . . 7. . : I ,� * . - . . . . . . . . . . I _ . . . .... . � . � . . ., � I . I . . . I . I I . � . . � ... - .. z . . � _., . �. . . . - . I .. . � * . �. . . - . . �,,,� . . �. . I . I . . I 1. . , I I . . :. - . . � . , . . � . . . . . � I . 4; ,. - . - I , , .. . . . .1 . . I � . . . . . I � . . f. .1 . I . ; . . . ... I . . I L, , _. . . . . I . . , . . - - - . ! '' . '' ' . .' . % . , . I . . . . � - � - - :- - - % -:1. I L � I . . . - *. � . . . . . ... � . I . I � � I . . : .1 . .- . - . . . � . ..., : , , _L , � , .. . . . . . . .. I . ��:;,�, I . . .. . . 4 : . . � . . . I . . � . � . . . . � - - � . . � . . 1� 1.,. . . . . - . - . r � I I . � . . . I Z . . . .. . .. . . . . . . . . . . , � . . � . *�' * 1. I . I . I I . . . . :. - . . � . . . I - � . .. �. . I .. .. , � . , . . . . . . I . . � � . � I . . .14 I . . ': , : ., - . kI. " .1.1 . : ., . . � .* � . . .� � - � . . I . .. . � .* _. - I � - . . � . -.:J� � I %. .� 1�. . .- . - . I . . .. . �. � . . - . ,..� . �, I .,. I .., . � . I �.". ..., . v - � . . . � . I 1. 1. . .. �. . . . . . . - . ..... . . . I , L, * V & 1 " lines will use 311 hdpe sleeve . . � . . . .. I . . - . . I �. . - . - - .. .- . . , . . . � I . . . . ..� . . . . � � . . - . . . . I . . . * � . - . . . � . �,: . I I.? , .r .: _ : I I ." . . . . . - ': ". . � ... . �. . . ..... . . , L . . ... . . . * . . : - - � . I., . . � 1, . . . I I . . I . I � - . ��. . . : . I �. . . -� .. - � % . 11 , _ . � � . . . . . . � .. . .. * , . I . - . . . .. . . . . . 1. I _. . . . .. I - � '. - . � . I I.. A! - �� . . . � . I . � - . . .. . . ..: ... .. �. . . :__ . I I . . . I . . .... I . . : _1 . . . . - . , ..�. . � , . . I . . . . � � . '... I I . . . I - - , . . . . . . . � "� I . I I I - . .. I I . � - . . .. � 1_0_ . I . - .. , - .� 1" _ , '' .� , , . 1. I ; I A. Z I . . . . . � . � . . . . .., � ..... � . . . . � . . . . . I Z . . , .11 . I - . : � . I I . I . , . - - . , . . , � - . . . _., . :,- . , . . . . . . J . .i:,.e' . . . . . . . - . . .: . � , . . . � . . .� . . .. . . . . . I . I . . � . . . . � . - . � - . .. ; . - . . . ... - . .. . �. .. . . _. .j�._ . .. . .. ..... .. . . I . " I . -1, � .1. - I _.� . .1. .- ,� . - . . I .. I . . . . : .. ... ,I . �..., . . . . - .., � . . , . . .� , . ... .1 I . -1 : - � , ',!, - . . . � - � . ... � I ,- . I.. . ... � . . .. , -'. .., '' ..:, . .., I . . . .,.... , , , - . . . - . I I � . . � . . . . , - I � . * . . -V: � , ! Y�'-,'., **1 X' & 2" lines will use 4" hdpe sleeve .. ... � .. .4.1.. . .. .... . " , , . Of ; ... , , . .- .. .. I ... . , - .. �. � .. , .,� . , . . . . I - . . . . I . . : , .. . . �. I - .��;"- . � . ; . . . I * - � I - . . . .;.. .11 . .0. . , - - . . . :. %.. , I - - � - �. '� I..... . .� . . . - . I I .... . I I.. . . . _ .L - .. . - .. 1. . . � 1� .. . , . . _ �.., .., I I . - . . . . , , .. . - , , -, - . .. .. . . . I . I . L � 1. . . I.. . , . � . - � ... . " . -� I . . . . . 1. - . . �- . ..., 1, .,-. I I �.. �.. �.;�, .,,;,, R.., .1 .. - � . � I.%. .1-111 I - �., ; I . : : .. . . . . I . I I .. . . . . '.. : ... . : . . ." - I... .... .. .'. .., _-. * I . .:- ... 1. I �.;' � . . I 1. . . . - , . I � .1 , .. . . . I t . . . . . I - - I , (' I . I 1. .. � .. I ... . I . I .1 . . . . � 1. . . . � .. . .. . .. . .. �.. '. - �' ., I.. �: - I. . � . I - . _., .. . '. .., .� .. ,� . I .... I -, %. , I... t . . I I . ... � , . I �. .. .. : � I '. .... .. :� . . . . � - :.'.� V . � , , , . . - . . , " " .. .. . ... - I . . - � . � .# I . . . .. . I . . � : . ... . - . . . 19) Additional Kickers: Shall be solid block and brick. No poured concrete. . . I . . . 7 .1 1. � I , , .1 . .. . �r . .- . . . I - . _.�. '': .. '. - .. 1. . . � . I . . .. . I . .. , I . , " . - tfr5 . I ., . I � � ., .... . � . - . � .. � . . - - . . . . . . � . . , - L - . I . .��, . .. - A: ... � .U, I .. I . 7 .. �. I . � 0 , I'. I I . . I . . . . . . . � . . I , ,_ .., � �. . I . . . . . - �. I , .1 I '. . � � . ... . _��.- -t -; , I � . 1. �� . . I . � I . . I . . L . . - . . I . . e- . . . . �- .,. _ I'% ,;. .. 1 , .� I . � .... � . .. .- r �, . I _. .. . .... � . : 0. ... � L. . . . .. .. . I .. ..�.. : ... . . ., _`_ I . . .. . . . � � . ,... ...! " . �. .1 1. . . . 11.1. .'I .1 . , '' . . . - . I . ; . . . . - . ... . . �__�- � I I I � . . I . � . 44 . � 1, , . > � I . � � . . . . I . - - � � . . . ., . . - I . .1 . I . . I . ". . . . . � . I . I I . . � ., . � . . . I . . . . I I . � . .. , . I . . . - . . : I I . . . . I .. I . . . . . . . . - . .. . -, _1 . � . . � . . . . . . . . . I . . � . I . . 'Z . , . . - . I . .. I . � ... � � I . I I . I . I , � � I . I . . ,�. . - � - . I . . 4 I . . . , " .. . .i: I I % . . ..� . . . . - . L . . . . . . I I . . . . . � ... . "...." I . � I . � .9 . . . . � . � . � I . .. I . . . � - 1. . . .. . . . . � . . . . . . . � . . . - � I I . . r . - . - . . ". , . � . � I I . .1 . . I � . . I � . I - . . .%., . .- . . . . '. - . . . . . . .. . .. . I . , . � . .� I . ."�,' , . . , , . � . I . . . . . . .: . . . :. .. . . . � . , . . I - I I ,.. , - I . . I . . . of �. � I . . � . . ,� � - � . : ; � � . '. � � L - . . . - , , � . . . : ; . : . . . 1. . I - . . �. I :_ .i., ,". I . .. . . . . . . . . � . .. . _ �. . . � . . . , . . I . . V'. � I . . I . ". � . :. . � � . ��4_ 'r. _: � . . I .. : . ".. - � - .1 . - . '. I . . .. . . , � I I L . . I I L .,*.,. . I � 71 . ... � * - I I .�. _` .. . . , � . .. . I.. . . . . , . .1 . I'' 1. . . :,."- IDEW PAVE ). AREAS . . . . I . . .. .. � . . . . - . _e )i �:I'v 11 -MA= . .. I � . I . . . . .. I . . V . . I , , . ': -- 'I.' _ I . . I . : a cy-U7,-L . . ,;, " qT, S � .� - �. . - I . , . . I I . , " I" , I I . - s2 . 1405 -7 - . , � I . . � I .. � �. �. -, .. I . .... . - I.. . , . . . .,_", ALKI � . A , . I . . . . .... . � , . . .. . I � 7.. .... .. . . �, _. I., 0 .� . - I . � . $1 , . � :1 _. .. . - . . . . I �.. . . . I . 1� . � I I I . I . . . .. ... ... . . . . . . . - , . . I., . .,:� I .. . . I . . . . I .. . .. - . . I . . , � �� � . . .1 . . � . .. . . . I - . . . 7�t"** I _*,*F'w I . I . I I I I 1. . . I . I . .. � . " . ,.,.:� AND WITHIN RIGHT-017-WAY . . . . I � . I .. I I , --w - � IL .. � . .. ... ..:.- . . I - . . : 1;1 � I I I I ) I .. � . . - . .. � . . . I , � � . . . - . . � I I . .1 . : . - V * - .� , . .. .- . ., . I % I I ., . . . , � I .. - , . .. I I I 1. . .- - " �... � . " . . .1 . - .. � ..1. I . . . . . . - 1L. I �. . I .... � I ;�:-v,� - . . �: ,;i - " . . . . . . . I I.... . . . I T . _. - .!* - . I . I � 4 .n � -e- -;.V. - .� � - I .. . . - . %! :. ... . 1. :, . I , �; 1. .. . - - I . � . I I . I I &I .., � �1� . .. ., . .. � k. . . - �..... . 1. 1. .. .. ..., ., I 7. . . . '"', -1 . I - . 11 I . I - . . . . I I I I .V, . 4�t m I I � . . ... 1. . .,. .- I . . - . 1. I . . . . . . . � . . . . . . . BEDDING, HAUNCHING, INITIAL BACKFILL - . . . I 1'1'1�-� . � . . . . I I -1 - . � I - � . � � . . � . . . I 1 � . , * , n, , , N I . �� .41 ", . � .,.. I , , I . . I 1. . I . . - I . I . . � . . . � . . . 1� - . � . � . I . . . . . . .. . - I � L I - 1; I -.. I � . I . . I . . . �*,__P*_'� I I I 11 . . . 7 . � . . .., . ., I . . . � � . - . ., . � . . . I � . . . ; _. , ". , . � . .. � . . I � , - ,:� � � . � - I I . I . . .� '1k I I 1* " . � 17-n - I . . . ,� - I . � I � . . � I . � . . . . .1 - ,t.,�..,,. I . � . . . I � . .. . _. . . . L I I . I . . I I I � � - . - . � -*r, , f . . I - � . I I I . . . . . I : I I I .. - I- Bedding, Haunching and initial backfill requirements and I .. . . . . .1 . . 1. - . I . � , . I o4',A . �� . � . . . . ... . I . .. . . .. : I.. . . � �, � . . .. - . . . . . I . ., , : - I I . I., 7. � : " , - 1. . ... _.. � I. � .. . . . I � . .. ,.�",, . . . . .. '. - .. .1 . I . I- � . "I , . I ... . . I., I . - � . . ... ..... I �. .. . . I . , I'A', . ./ : `,0-*Ov�%- .,w . � . I . . . . I � I . , ., i., _. ".10 14 �. I .� - . .. � . I'' . - I . - . I I I .. . . - I .I. compa .. I L_ I I - . � - : , � . .. �-" � - I I . 1. - I . _.�_ . . . .. - � .�. I I I . I... . I - I . I I ."",�.,! ction for water mains, water service laterals, sanit I I I � i . I . . . . . . . - I . I . %;. . , . I 1: . 1. . .1. . . .. .: . � . . . - '. I , . I . � - -f -1-f".-"� . ; I - - . - I . . � . . , � � I �, � - I I - J. � �. . �i - . . '. t! . � � . I . . I _%, . . I . .. � . I . . I - . .. �. - .. ; ,.,�, . a ry . � - � ��. � T -:1 "P. T, � - . .. I I I � � . . . I . . � I , . I � . . I -:. . - . � � - . . I . I . I . . V �. . � .1 � � . I - � .. � . - . _. - I - I I—— � I . . � . � Y � I . � - , � . . I � . .. I - .. . . _. . I . I . . . . .1� . I .� L - .- . . .. '� -I"- . _ I _0 � I - !�'�.), . � .. . . : . . . . . . . . . . . . I . . . , _ , . _. I . .. . � I . -, . .1 : . . . I � � . . . . I I . . � *( � . I I ," . - . . , , � I I 1 . , . �.. . I . I . 1. �. . .. . I - . - �, mains and sanitary service laterals shall be in accordance � �. .. . - . I I "' � I , .I �� I - I _.�C. ., . I I . . - .- . � . � , .. I I I I 1. L : . .�*, 1. . � . . . 1. I . . - . . . . . . - � : ': � . . I � . I . . . . . � . - I I " �,� . I � 1. I I I . I I - I I � , 1. . . I . I . - I . I . - . . � . ,�j-..A.`ol�,* . I I I I . - � , : . _. . . - � . . . . . . . . . . . . . . I I , )Iovl:,"Mr-� - . - I � . 1. . . I � I . . 1� .. I . . . . � I . : . 1�11 � . . . . � " . � - . � . 1. - . : . . . . . I I :�-�' .. .� . .. .'' - - . _. . : . . . . . . a .. .,Z'1.' . . I - . .1 I � . I � I . I .o;. I - I . - I I . I . . - w . . . . .- . _-, I . � . . . . . 1� I � I I . .. I . . . . � ''I . . . . I . . . I � . '_ . � - . � . . . I I � .-. � . ., I . . I � : .. . . i. with the standard practice of the utility that has jurisdiction . I . . . � I . - - , . . . I - ,:�` ". I . - . . . I . . . . . . � I I � . I . , � . . I . , I . �. . I . I .. !,-, � I I . I - . , . I . .� . . I . I . � . . I . . I � . I- � � . , . . . . I � � I . , '. . . I . . . . I . . . . . . I . I . . I I - � . I I . � . . . . . . . � - ._', '_ I . � : . I . . . � . . . . . . . I . . I .. . . - . . :, .. � I , .11 . I., . I . I � � 4, - . I . � . .. I . . . � . - . I . . . . I : . . � 11 I - I I . . I I ,� , � I � - . � � . � ; . . 14 , . I � . � I � . . : , I - . � - . . I .. � � _,...�- - . . . . � . I . - - . � I - � I �, . . .� -1 I.. . � 1. ,. _1 . . .1 I . - .. - � . . . . � . 1. . .. ! ... . . I '. I . - . - . . . � - . - . ".. I - . .. . - " . , � . . � - I . . - I 11 A . . . .. � - , .,. . � I . . . . . . . . .. I . � ;,, .! over the installation. I � , .. . . I . I - - �- . - . - . .11 . . - . . I , . . I _. I I . I ;�� . � . , . , " I - . . . : . '.. _�, . I . . I I . I I - � �. I . � � . . _. L . . . �11 ep . - - 1. -�&._s I �. - . i � - I . . . . � . . : I . - , � . I . . . I . I I �, . � . . . . . � . � : . I . � - , . . .. P '' I . , I � I � I ��_:`-_ � . - �. . . . - � I O'. . . - , . � I . . I . - 1 � 1.� I � . 1. I I . � , I . . I I . �,,� . . tt I.. � 1. �� . - . . I I . �.. 1 . -.1 - . . I . . I �. .4 .11, � . . , I - . . _. . I . ... � . .1. I I.., - - . . - . . j . . � . - � I . � , . . . - . . I -, . . I . I � 1. .V., , � . , . - � - � . I . I 1-1. L I � ... I . ',�,.,_ I , � � I I . , � � . � " - � .,;"t "', - I . . - . . . I . � I I . - L . I., . . . I I . � � - . . . I . . . . �. . IF h, ...., . ,;,_,�4i ; . � , I � � .1 .. . . : I I � . , . I � . . . . I . . . . . � k,i4' , .I- � , , . � I � ... � � �. .. . I . * I . , . . . � , . - . . . I '. " - I - '1;1'12�. _ . . . , I I . � I , I �. . 2 .4 . I . I . � I I . . . . . - . I I I I I ., . i; , . . I I I : I 11 , .� � . - . . . - - . � . . � � I � I. � . . - - ! '' ., I ., 1. . "I _.. ... . .. 1. I . . . "- . , : .11% . 1. . . I � I r : . I . � I . � � . . . . . . .. .� � . - '. . . . � � . . ,.V.�. , � . . . � . . . I . - �. I . .1 . . I � 1. . 4 . . � I - 1. - - . .1 � . 1. . I . I . 11 _.. '. . .- . . I . I.. . � � . . - . : . I I . I � I - . - . I . . . - . . . . I . . . � I - . . . . I I I � , � ;,. I '!;*j, , . . I : .1 - � I . - . . . I . I . . � . � � � I . . I . . I I � . r � �. � I 'i I- I . I L', ., . . . I � . . . .1 . �.. . . . I - �.. I 1. __ FINAL BACKFILL . � - I I � 1. I.. � � . *� . - . I . . I . .4 11 y A .. I I .. . . I I . . I . � , - , I . I . � � X� . i. r, . I � '_ , :- . I I 1. ,�. . .. .1 . . . I � I . . I . . . . . . . I _t "I I - � _. ,..- � , . I L . � � . . . . I I ..... I I . - . I � . � . . .. :� I ,%: _. 1, . . . . � .. I I . . , L 1_1 - . . -1 . . I - I k, .. - � . .. . . .. I - - - . , . . , . . . I I � � I - I � , , � , I . I . I 1 6 1 A, . 11 "� I . . . . .� . . .. � , � .1 I 11 . � . . � .1 .. .1 � . - ...� � ,,, � �-': .- � . � . . . � . . i . I , . . . � . . I , * , . . . I � . � . . . � . L - � . . . . . I . I � , i I - . I . " - I I - , , . . . I � - . . ��,.,.,:� . . . �r 1�1.L � - ..� � � i-��4 - it, - n - .1 .-. - - , I - - _.. . - - . . . . �Iz:;-.. I �_. I I.. 1. � . � . - . � � . � . � .1 . 4 , I I . 0141_i�.,:�It. - - �� ,V I I .. , , �11��.. � - -, - -- - '' � .1 � 1�`- . . . . ;. I ,!- _. .. . . .. �: ins, w � I 1. I , . � . . , - .. . I . 4:4� � 14, � Ap .'-�i�,��-_..�.� Final backfill for water ma- ater service laterals, sanitar : . . . . I 1� - ... .. � , . � ;, I . . , � " , , �.' I" � i lul�� � - , ,, . . I I- . . � I .. . .i .. ,-, � . 1. . L � I I . I , , - - . . . . L . t_�. - , * I . I . L ;C`N� .", , " '' . 1. . 1. � . ... � I . � .. .� . . �i - .� , .. f - - 7 1 . . .., .a , I , I . � . . V . � - .- , * ;.. 't.. .. I . . I . . . 1. . I � - , * I . . , � � � I . - kz.. 6� 1 . I - . . I � . . . I , . *151.1--: I I . I . I . -C .. �, .: - I.: I .1 i .1 I y , *, . . . I I . 1, , , . . . I . . - I I �:. . . . . . " . t, I . � . . . , � . ., - - . . I � � . . . . . , . : .. I . . I . - . .,. , . i . , ., . . . . , I '4. I . . . , 1: I . , . � . : , . . . � . I - t--, 4, - . -,-�- �� � . � - - I _- - , . - . - . , , A- , - - .. ., , - '... I , . - . . .:. � . I � ,-, . . , � '.. . . -f-- ". 1. _� ,-.: . , , "' , . � - , ,. 1. I L . � I . . * .. , . , , I . � I . I � . .. . . ".; � �, . I . � � .�Z �, ; . I . � , , . . . . .1 . ..;, � �' I . - . : � , . - _-."" . I . � .,'� i 1 1 . . I - ... . . . I . . . � . : I I . . . I . - , ,� . . I ,._1 . - .:... , .. I . ", � �, . z . . . - I I . I . . ... . . I Y_�.I�. : `*.-"0*1.1�..,;7 - � I *. .- , " , - ". .. I � . � 1.7 . , ''. - *. 1, . ,� .... . : - �.,_.�. . � - � . I �. - . - . ��'?!�,�li�l%,--�..-.�-,:.".--,,�,-,*!,.�,;X""",.. ''., .. � � .1 . . . ., .1 1. . .'' . , " ''.,. , '''. . .f,;, . � . . . _,#-,� i -i*f, I . ( �7, 1 , I f .,,, '$`�,., 116,k. L1 - ., . , , - . I . .. '. J,**'-', , - . ', .. - -� ki� I , �i,,� , 1. 1, �.- I �.,,i,, . I - . - �. . � I . . . . . . . ; ., � . . . .1 . ., . I - I I � . . . L . . � . I . I , - . � , ,!,A t , , - , , ;t , �Ij - - - -1 . I . - * � I s_ . I - I . - 41�1i�� ..-.� . _...,�� I , ,!O, . .,_,.�. " _: A paveme � . . .1" - , sp , . . , , _ . � � I I - . I . - . . . I . � 1 *�, _� , ., � � , I . z -,If' �... . _�: , . 11 %L I . I '� f, . . : � . I .... � . %. .'. ... . I I -�,, - . � , :L�_ 0 1 . , � * " �. � . , . . . , ,1 .. . � . I , � I -,* . ; I . . . , - � ". - , , - '' .., , . �, - , �� I . � . I - � , I I 1-'�'_i1iT_ '!��,� � 3 . - . � I . `� . Z � _�L '2'.-. - . ,,We� - i�w.',:� - __� . . � I I . .. , I -,�%�_ ,F . A. i.,!t"w 1 ?4�.4 q, .1�4 , . . ,� , , * ;s�, , ,,, :: , '*%, � �,�_ - , " - I , , , - , i I � I . � J . . - , � , mains and sanitary service laterals under and within 5-feet of � � � �. � .i., . �� 0: .� I � I � #.:� .t%,,k-.-- - :� . : =ti - . . � I . ,,, =,. - . . I 4 ;,_�,� � . ��, " 0 A��-. - i;� � I � " � �� nt or sidewalk or other paved areas and for all . ,w . , I ..� A .. . - I - I . . � - - . ,?�% � T I _� . - . , �_. I . _ I �. 106-' t _ . . I . . � : . - � . . . . . - .;,I I J , , _ I . - I , , . I . . . . .� - - I . - - . . i.. 7 : . I I . . , . - I � I 0 - - .. - ;r , ! : �e� � ,11 . . I . . -.1-11 . ., . , �"J - , - iih . . .4.7 W!:!V. I . . . , ,.' 'L., . . . , �. �._ . . I... .. '. . . . . . � . . . . . I I _.. � .�, .. . . �. � 11. . . - �. IT , L..� � -1.1 �-L - , V� " ` , '_ . _ ,. " . " .,. - . _! fi �.� I, � .. �.� � I . ... �, - .-. . .. I . . . , �, . . � installations within 'City right-of-way shall be B-Borrow for . . I �� I . i�_." " - I %, 1 I . . � .. . . . . .1 . ^,,,,C,�;.%� �#10# - .. I . - , - . . , , . � � . . . -.. . . .1.. .. � .,.� !�... .. .%l `�f," . . . � � �. S,0� - - - - . 1, . ,,, _'. . . . . 1. - � � .. 1. � !, �, klwla -.0" 4, -Ik�s ,*'IrA � . .i, I .., �_,.t_v _? . .4 .. . . - . . - S� . ! �-' -�,,,, �%,l - � � .,; S., , . I , . , . � - I. �� .1 t ".. � - .. � .41" )�4 J 1 1 . 14i", � . , . I I . .'.:�,.- . , , . . � i.....A."..4f, 1, `0-,�',�, -_ . , , ��.., �, ) : ., � .. . , - � , M . , , . t e..,,� . � . I I � . I � �-,��.:4 . . . . . . . . . i . .. .1'. " : . � . . � - I . � - I I 11 - I . . 4e . ,� ., t � I . .- . , 1. . .. .. . � I . 1�. . . . I _ . . I . 117, - � � . I . . 1. . . . - . L . . , . .. . . : .: . . . .1 . .. . . ... . I . . . . . . . � 1_.. I .,_ p. I . I . . . � � . I . . . . .. � � . � . . . : ��,' I . . . I .1 . . - . .1 . - � � . I . - � * , , , � I. - . I - - . . � .1 . t I . 1k, *�--",. - . , . I . . ... . . I . 11 . .. .. �,:,. . , � . . � . I . I � . , . . . . I . . I � I I . L I . . , I - - -Iwl�l _. � . . . . . . ting the material requirements of the I � . . . . � . . .. . - . I .. 1: , . I . . . . . . , . . . . L , . ..,: ,�A . . . I 14 I it� � ,- .. . ��, I - .. . . . �114�1'1 - - , - 14 � , mee � . . . 4 � . - . , I . . . . , , 11 :. . I � ' . - . 'V " , �. � .0, . � T ��, t . ..., I . Structure Backfill ' I .. .. . I I . � ., � . L , ,t*, , , . . . I I � . . � I I,., . . . : I . . . . . . . . .. . I I . . . I � . . I . . �. . I � I . - 1. . � _1o, . . . � . I . I I . � - I . - I -.. ., ''". �,.' - - .. '' � . L . � .. . . I . . .. . . I I . I 1. I . I . . "t . f . . . 1. ..'* * L I I � - � . I . . I I -..'A k, I - A t. , 11111 I I I - . . I . I I I L 1�, I . " '. : - - ir.".. ... I : . . . .1.. � . . � I ��. - .. I '... � . ''. - _, L -M - I ; . . � . .. . I - . , . -, . . .. . . - L . . , " - I , . , . . . I . I : , :. , � . . �J'j . L � I . . . . . . . L . . . . . I . . , � . .1 . . � . : 1, . I . . , I . , , . L. . . . I . - , � - , . , . . . .., , I -, . . � . .. . � . . .., I . ..... , , - 1. . � . . I � . . . I I , . , , * , , . . . . - " , , , : I . � . . , , . . ". - . : .. . I . . . � . . . . . 1. I . . . . . - - � . I . . '. . � :. L . . . . - f . !p , , . I - . . . -4. I - - - I .1 - I-- - I '.. t�'. , - . * . � - � L . INDOT. The material shall be approved by the City of Carmel . . . �, . I. . - I . � � I �i I . � . . . I : . . . 1. I . - . � . 1. . . . -t� - . , I . . . .. - .. .". . . 'i L, ' . - --* qf, il � . � I . .�"i , � 'j-4; . , 4�"", �� 4"� - . b. � -_�,* k4Ai"*-f4. A . : .. . , r, .4k L*. I - !11�*V:41111"0011 - '. - 1 � � � . , I - . -4, " --` i, 1- T �#,*,4�4 - . , I , .. . . . I . . , ,,P,�t, , _1 __� I . , . - . . . . I . � . . .1 - 1. . � - ' . .. '. L ?4 � � _. _ - I . . . . .. . . . .. . I . . . � . I , . . � . . � . I . , , , L ' ' ' I . ,_(P� . , '* : , , * . . 7 " , . . , I . . . � - ; . � . I � I V. . I . * . . I . . . I � . _ , I - . � .,:; " . -Itt � I � . . L . .. .. . . I . � I � . . . . . . . . . I , . . 1 .4 , - . . . .. I . . . . . It �- 1< . - I ,� : I . . ..� . I I . . 4 �q.. . . . 7 J 4 . * , .- - � . . : , '. I . . I . . ' � - . : - , '' �� �__ I. . __ . 1. .. : , . � 'To., - - t k *4 1, ,� .. ..''. , , .4.�� , . , . . . , : I I � � - , I , . . . . . . I - . . I - - , AN�,--,.,- -.' - I I ... . � . . I _ ,4. . . 1. _V.1' .* ' - ' . � � ...- . . ...� .. . . . . - ..� . . .. I . �. . . .; .e , - ' I . � . . . -1 _ I 1. . .... --.i, . . .. , , I 'JL . . . . . . . , _ . . ' . .. . . . . . L I . � . . . ., . . . I .� - . . I . . . - . I ' l� ,% . L . I . . I . . � I w '. .., : . . I . : � , '. � 2-.`i-"- . . . . . - . L . . L . . I . . - . . . � , r . I . '. . . I :, . I . ....k � : - � '�, L . . , . , . _ , , - - - . . . � . I . : � - . � ' , . . . :, 'I !�r,,, � . . I . "I I - I . . . . I . . . . - . I I . . . . . . . - . . � . � I . ". 114�1 Avi.4 L . . '. � . I � � . - ., _4 .; -1 � I I . I , . . Department of Engineering at time of installation. Final , I . . . ., I . I � . . I I I . I '. � I � . . . , , � . . .. . I . . - - .. - . I . - - . . I . � � , . . I . L . . . . m. . . . . . - .. 1� ... . . I I . . . . . I I - .L . . . . � . . ,I I I . _. ., � 11 , � ; 1_ f.* ') I . , . �;. ,� . . I LLLL '. � _I . . ' . - I . I I.- ... .1 . � I . . ... .,�;',-' . - . . . . I . I I - - , , , , r . I ..� _ . _a , lj�.L . ., , _ _ . ' ' .. I .. . I .. . I . . . L . . I . . . I... . . . . -1 I - . I . . . . . _ - . L.1%, . . .� * /'..�, . . , 11.1. � _ , . ', L * * ' , '' I . : ' ' ' , ..'. ' ' * . ... *� . '.�'k_ . . � I . . - I I . . , I - * ."'.?, , , _ I - . . I., * . 'L ... : . . � . . : * , �,'., . . . I , 1_-.*P"w . I , - ._.. I ' I .. I. � . . . L backfill shall be compacted in 6-inch maximum lifts to not . . I I 1 .. . . . �.. . � . . I ... . . . I .1 . . I -%�� � . . . . � ... . � .. - A.� .. . I .. ... � . 'L'.. . ....... �, � %" I I i L � I , 11 . ... ` . , - � % , - " 1. , . . ` , , ' , 1,.. I " ��.. - � , � . , r I :*f.1-_ , , '' '' . - �� . .: � I . ,,, - I . 1. . . . I I � �, . I . I I Z . � .. . . ... . I I 1. . , , I r . . . I L 7* . � . 1. . . I . . I . . . . I � . . . L ; . . . . . - .1 L L ... ..� . ..1. . . I.. . . - __ - �� . . . . . . � . � . . . . . . . . I � * . � .. � . . I : I , . '' .1. � , .. ..Ilt� I I ..- _1.. -, I . I . . . . . , . � � . I I . I I � . . I � ... . - - -;,J� , - - , ... . - . � I . . - . - . . . 1. -,. . . � I � . . . .I... I_ - 1L. I .. � I . . , , �, I. .. , � .., - . 1. _. . .7, -,L � I . t 11'.. . . . . . . . . I . . � x�:-,,._- * . . . . I .1 - . . - - ... � . . . � . - . I .W . 11 ... . L. � . . . . I . -.1 . � . . I I . . L N . . . 1. . . . . . I I I L � � . : � q . .., , . . - J�, * , '' L.. I . . . I � � � . I I . . less than 95% Standard Proctor Density for the entire depth . I . 11 . . . .. I �' , . . . . . . .1- . ... - . . . I L . - . L � . L . � I .. 1. ., I , I.. I - .. ... .-I.... ! �_ . � - . I .. .. �, ..... .., , , - . ,., _ .. ... :, .,'. , . , , , . . �� .. .. -.1.... . . �. . . . I.. Z,,,�� - *� . . I . . . I - . . I I - - , 7 - 1. � .'' . � . , *. -I , .. ..� . � � , � . . , . . . . . � . t�, � I , , - - .. I . I . . . I I . . . . . . _ -, , . . . . �� i � , .. . I _.. ".4-j . q , . . . I �.... , . , . � .- . . . . - L � I . I . L . 1414 � . L . .. I . . ... .. . . I - I . � . . .. - � .. .. I 11 . . . I .... . . . : .. I � . _:. . , . � . I I I I I . I � � 1. I L I . . I . I I , . I . . � . , . . � I . . .... I . � * .. .-- .. � , , " ': I .1 . . - . . I.,. '. . . . . . . � . .. .. ... . � .� I . .. I .. ..''. .1 I . . . - . � I , - . 1. . L . � 1% , , "' ." � .". . ...,_ . '. - � . . ..... .. �_ �L. . ' .� , � .. - - . - ; - . - - - ' ' - .; . . , - . . . I . I . 1, - � . I , I V 41, I V. . � . . L - I . � . . . .1. � . L.. . . . .. I I -, I . . I L , '1� - . . . . . . - . , , , , , , I � . . . - � . . I - I , , , .... '... . I ,-, -.,. " ... .. .,:... � ''.. I . . - � - , .' . - I a . . . I � I I .. I I . . '�A . . � . I 1. . ... - - - . . I . :� I . . .. I . . . . , ... I ... . . � I � - . . - . . Z�.. L - � � - � � � I .. , . . � . . � . . � . . . . . � f. I . � L . :: . L - . . . � . I . . I I . . . . - . '. � . . . - . L k. � . . � . I I I . . I _�..,. . I L . . . Is I , . �o, � - . L . � - . - L . . . ,.-,.. . . . . . �.. � , - "' , . I . . . , , .0 -, � * �' .*- - , , . . . I . . . . ' - I.'' . .. - . � ,��. - �-4.-: - � , .... " . . � .1.. . 'Z0'!Aq: -� . -� � '. � � .. � I . � I . ,om" r. '. L . , '-," . . � - . - �'L I : � - . ., 't J* - -, , , , . I L4., . . . � (i & , ..., The backfill for the top 6-inches of . . . I .� �, 11 - 'r, t. , , _,I .1 . ... .1 �.. 1. - - I .. . . . � I . I . � . .1-L �. I .,�.L�.� , , , � . i I ... .. � ... '' . � . � , . -I.- - k '�. . L' . .. ., of the material placed. . . . . I . . I . I I . . . . I � . . I . . I - . � , �- . - � � . -1 y . . . I - . � - . , I : - J..-At"i " r , . - . , . " . . . I . . I . . . . ". ,� _.. . . . . �,' - . . � -,�- the excavation below the start of the aggregate sub-base of . . . . - . . . ,4 . . . I - . - . .. . . I I . . . I I . . .. � I t. , I . I I . I . I ; . I I I L . � . . . I - . � - , - .. .. � . . . _ . _... - .. .. .. . . -I-,- , . � I I *2 '7 I I . , . I I �. I I - � �i' - , . � ,: . .. . . . I I'— I .. .. . I- ''. . . . . I . -4 f& - � . �. I . - . I . . . , - . L , . - t" . . . . . I . - . . . . . ., I * I. . � . . ... _. I , I I .: - � '. I ... I . . ". - C � ... .. I �.�... : . .. L . - . . . t ill I I . - . . .. �' . a � ji' � . I I L . . ��- A * . . . Z I . . . - . . �. . I . . � I . . . . � L . . .. : - . � I . .1 . I . - . . . I . 4.*�L �� L , , . I " I . . L - . . . I , . I , - _ _ . . 1 � � : . � . I . � . . . . . . I . . . q - I � . � . I . . I I - . i - - . .1 . . � I , . , � I I . I I - . - I - . 11 I . 1. .- .. I . � ,. . � � . . . I � I : ... , . - . � .. � .., 0%:.*t,i;Ar,% , , , I . ._ ... � . . 1. . . � . ... � �. .1 .. . . . . I I . I . . . . . .� . _ . . . �. i r-, I I I I I . . � I . I . . . � . . . . , , , , 11 . � ". . . . I - � � � . . .; _ I . .: - . . I . l be No. 53 Stone meeting the material L , . . � . L L . I . . ; I . . .. I � I .1 I � I.... . I . . .L . . , � . I I J;t. , � . - - . -1 . : . .. . � . , . 11 __ .'' .. .. I . - .. I . .1 _ ,:,41. � .. I . L I . . � ._ ... , I . . I.- � . . .. I .. _� , I I . . . . . - . . , I , . -1 . � - . . , I . . * 5 . I I L 1. . '. . �.. . - . 1. .__ - . - - _ , , " * . ''... . I . L I.. - . .� 0 1 - , . . I I . : -, -, I . I - , - ..: . I I . I . 1. .1 I . . . 1� _- � . .... � . � I . L . I � . , , '' L . - '' , �. L- .1 . '' .... . .1 . . � I I . . . I I . - I _. . � . . I . . . I I � . . I � . I :1 -, "'' , . '. . . � I . . .. . I . . . 1. - 1. � . . . . , - . . . . - . .- - I . � . . - - . � L. I I 1 � I- . ...1. I � . .11 ... J - '' I . I - .... . I . . . . I . - . � : ".. I * , - � . - � . , . .!I'. - i . ..., - . � . I . .1 I - . I I . . . . 11 I . . .._ - . . � .1 I:._ I : , . . I .. . I . - 1. 1. . . , - . .. . . , L � , I I . * I . . I . � . .. , I - I � � . I - . . � , :-.- . .. . '-;-I requirement - . � .1 . - . . .. . � %L , . . � : . I � . "I-. : . . . . I I . I I . . I . , . . il� . L. i.. I I I . . I L. � . . . . . . . . . . '. I .� .11 , '' . of the INDOT and shall be compacted to not less I- L . I .. - . . .. 1� 1. . ..� � - . . I . I I . � I . . - I , - - - . - . . . . :i-,.,� .., " � I . �, . � . I . . �� � .. 1-1 � - . . � I.., . . .. . I � . .. � . . . . - . . . : I . : .1 . . . . .1 ��. ... . . �. . .. . . .. , . � �..,.. . . . . L . . .. I �. . .. I . . - I � :1 . . . . . . . , , .. L j, -p' , - � . il . 6 .. ;;�, . I .. I I . .. . . � - - � � . . . .1 .. � . . I �. .1 . .1. � � 1. . . . . . . I . .. . .. . . . I I . L - - - _ . 11 � . . I - . . . 1� L . : I :-. , � .:. . . .1 I 11. . 1, 4, '. . '.... . . .L. .. . . ... ... .. . I 11 � �, . . . ,,�i." I . L , ., � .1 . I . ... . I . . . . �. ... 1 7 .. ,. . . - z. " . . � 7 . I . - . � . . . . . I , I . - : - - � � I . . . . . I I 11 �. � I . , - - . L .. . � , I � I . . � .. . .. L � . . . � , W :'.. - .'' L. - -�.'�; . . I � . . .. _ - 1. I . . . ! � than 95% Standard Proctor Density. If the standard practice . - .1 � . I I . . . - . � . . . . 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I- .1 . � __ - ------ - - i MINIMUM COVER FOR PIPE CROSSINGS WITHIN CITY RIGHT-017-WAY For installation of Storm Mains, Water Mains, Sanitary Mains, Water Service Laterals, Sanitary Service Laterals under City streets, regardless of jurisdiction of the utility, the minimum . cover from the top of the installed pavement to the top of NOTE.- METERS MUST BE SET IN . the installed pipe shall be the pavement section thickness (all I bituminous and aggregate material above the subgrade) plus - . . THE MECHANICAL ROOM OF THE . 1-0 it , but under no circumstances shall the cover along any COMMERCIAL BUILDING Part of the pipe from the final pavement elevation to the top - I - - --.--..-.-i � of the pipe be less than 2.5-feet. If the standard practice . . of the utility that has jurisdiction over the installation has a . more stringent cover requirement, the more stringent - requirement shall govern. Cover heights for reinforced concrete pipe storm sewer that are less than those required will be evaluated on a case by I . I case condition and approved only with written permission by . the city engineer. . . � DIGITAL AS-BUILT REQUIREMENTS I I I . City of Carmel Water Utilities requires two (2) sets 'of paper As-builts as well � as two (2) digital copies drawn with AutoCAD Version 2004 or earlier. The As-built drawings must include streets, lots, water mains, and the NOT: __ - ___ measurements between all fittings, (valves, laterals, fittings, service lines). . Water will not be turned on or approved until this requirement is fulfilled. I -, " , - - �11` :-� , - 'I' WATER MAIN AND SANITARY All valves, hydrants fittings, etc are REQUIRED to be captured using sury SEWERS SHALL BE PLACED IN � ey I 10' MIN. 3' SEPERATE IRENCHES. ____ ____ grade equipment as GPS points and submitted with As-builts. More GRADE --� . information can be found in the City of Carmel Specs. . _11��l ]-I I TT---T-T _1_1__T__=Fi T1__. I - - - - EFITI OF I I I I _:: I I 1=1 I I DIE , - 1 17�.�J 1 1 1 �� I I /-COVER 1=1 I 1=1 I I I -I I �EH I I , - 1-1 I I- - . . I . -.. � . . 1=1 I MA I t� _. I I 1_=1 I - -1 - I 1EE1 I 1--i -1 I - .- =1 I I =1 __ ' ANOTHER UTILITY FACILITY - (TELEPHONE, GAS, ELECTRIC, - -I 11- - -1 1=1 I I -I I 1-1 I -, CABLEVISION, ETC.) - I = I I I= 1=1 = - - TYPICAL WATER MAIN DEPTH I 1=1 I I ._I I 1=1 I I __ v B � WATER MAIN 1. ALL PIPE SHALL HAVE A -11 n 1= 1=1 I I i � - _ - MINIMUM OF 54' COVER. _�l I 1==1 I I I 1=1 - J I P- , I�El I I:-Ei I -_I I I- I I- -1 I I --I - - NITAR � . WATER MAIN LYING PARALLEL TO SEWE[R . . SECTION VIEW . . ...Ip--- 112 PIPE LENGTH t __ 112 PIPE LENGTH SANITARY OR STORM � I 8" MIN. . ----WATER MAINN.1- I - 111.,.._�� ___._J - -------- FLOW ---f-- -_ JOINT JOINT WKrER MAIN CROSSING SEWER SECTION VIEW 1A1 A �rr�M A L I M r-*. r� 1 1 I r- r-% &.0%, 111� V-%, 0-- §-N� A ft� 0 - . . - __ - - - (NO SCALE) NOTE: NO VALVES OR MANHOLES WILL BE PERMI ED UNDER , , CURBS OR WALKS. ____ I . I NOTES: I . *Should meter pit need raised to grade, a Mid State Meter Box Extension should be used. No meter should be raised more -than 6". without approval from -Carmel Utilities. USING BRICKS OR CEMENT BLOCKS IS NOT AN APPROVED METHOD OF RAISING A METER PIT. *Should the meter lid need raised it should be done with a Ford Elevator Ring Part #ER15CX or ER3CX. *Service lines require compression fittings only. No Pack Joints Allowed. (No fittings should be made in the meter pit) Must have a continuous piece of copper from meter to at least 5' outside meter pit, on house side. uried joints or couplings, except for the corporation stop on the water main. *No pit shall be installed in a traffic area, such as a driveway or sidewalk. *The meter pit is to be installed just off the utility easement, on private property, in the middle of the lot 5' left or right of center, and as close to the easement line as possible. *THERE WILL BE A RE-INSPECTION FEE FOR EACH ADDITIONAL INSPECTION NEEDED. *METER PIT LID GRADE SHALL BE FWSH WITH THE GROUND. (HOMEOWNER SHOULD BE ABLE TO MOW OVER LID) CITY OF CARMEL WATER -WASTEWATER UTILITIES WATER OPERATIONS MANAGER.- PAUL PACE ' 317-571-2648 . .IN.US NOTE: CONTACT DIRECTLY FOR ALL WATER AND SANITARY SEWER MAIN LOCATIONS. .10 I I � - - � I --I-.-.-- .____1...__ Q ,J 1 8 1 ___t 7 - - --- 6 1 __ - 5 - - - __ 1 . 4 � __ __ --- - . - 3 --- -0 �.. �l-'�l.-.----.----,�----,.-.--�I -1-1. � - __.1.__. ... 1.1-1- 11. -.-----,.---�-�,--,---.-"--.-.,.-..�-.---.-,�..�..--...--.-----.-�1-1-1 - - ___.______ - -----�-.-,-�------�-.-,-----�--,.-.-.�-,�--�.�-I.-I�.---,�� ...__....1._.1 __.____ ---,.,A, ------- -.-- __________._________-_ i __ _ - - . � I - 2 1 1 � CITY OF CARMEL UTILITY . I PIPE INSTALLATION . All work shall be in the best practices of the water utility industry and the American Water Works Association, and in accordance with all applicable federal, state, and local codes and regulations. I Furthermore: . . aa to the City of Carmel Water Utility's system by the contra ctor/developer or his affiliates shall immediately be re aired, to the satisfaction and direction of the City of Carmel Water Utility by the contra ctor/developer at his own expense. 2) Should the contractor/developer propose to depart from the specifications contained herein, he shall submit samples and/or specifications of such alternatives to the City of Carmel Water Utility before proceeding. 3) No work shall be performed under conditions which in the opinion of the City of Carmel Water Utility would adversely affect the uality of th inished job. 4) The' controctor/developer shall conduct his work so as not to interfere with the present operation of the City of Carmel Water Utility's water/sanitary sewer system. If any work interference is encountered between the City of Carmel Water Utility and the contra ctor/developer, the City of Carmel Water Utility will receive priority in scheduling. . CITY OF CARMEL WATER UTILITY DEVELOPER INSTALLED WATER MAINS . 1) The developer will submit two (2) sets of preliminary plans for proposed development so the City of Carmel Water Utility can determine the main location and sizing, location of hydrants, service lines and valves to conform to the City of Carmel Water Utility's standards and specificot*ons. 2) Developer will provide plans that conform to the City of I Carmel Water Utility's standards for main extensions. In general, the City of Carmel Water Utility will respond within ten (10) business days. 3) Contractors shall call City of Carmel Water Utility for an on-site re-construction me i � D.r I I V 0 . - V0 ( egins. Con roctor must hove approved plans on-site and all materials to be used must be approved by a City of Carmel Water Utility inspector. 4) Contractor will allow inspection by City of Carmel Water Utility inspectors during the construction of the water main extension and will honor the- City of Carmel Water Utility's request for field changes in main extensions related to location, workmanship and materials as they relate to City of Carmel Water Utility standards and specifications. *All Ductile Iron water mains shall be bedded in sand, from the bottom of the trench to 12 it ppe. * if Blue Reflective WgninQ Tape must be installed 18 above all water mains. Tracer wire must be installed with all water main laid in Carmel. 5) The Contractor will have water main extensions pressure tested per City of Carmel Utility specifications and witnessed by City of Carmel Water Utility's inspector. The developer's contractor shall be billed for all bacte(iological lab 0 services. 6) The Contractor will conduct the disinfection of water main extension, with direct supervision by a City of Carmel Water Utility Operator. The Contractor will also be resr)onsible for the de-chlorination of the water 'flushed off during disinfection -process. ' 7) Only after the water main extension passes the City of Carmel Utility)s laboratory testing, and two (2) sets of AS-BUILT plans and one (1) digital copy have been turned in to the City of Carmel Water Utility, will the water be turned on I by the City. of Carmel Water Utility. The developers contractor shall be billed for all bacteriological lab services. CITY OF CARMEL UTILITY GENERAL NOTES: ' 1) The contractor shall contact all applicable utilities and verify and and all fees associated with the installation of all utilities. 2) Provide thrust blocks for oil water line bends and tees, including tab connection. 3) Contractor shall coordinate with water corn any for domestic an ire service. Connect to building domestic and fire line. Coordinate with plumbing drawings. 4) Coordinate location of electrical and telephone lines with local utilities. * 5) Coordinate location and size of gas service connection and installation of service line and meter with gas company. 6) Coordinate locations and connections of building storm lines with mechanical/plumbing drawings. * 7) Verify existing invert and location of sanitary sewer. Adjust inverts as required. Document any changes. 8) Maintain 10' horizontal and 18 it vertical clearance between storm/sanitary sewer systems and domestic/fire line service. . 9) Follow all local and state codes in reference to domestic/fire line installation and storm sewer/sanitary sewer installation. 10) Coordinate location of required conduits for light poles, telephone service I and irrigation system. . � 11) Coordinat tility conduits with service providers. sewer laterals, water service, & electrical/telephone conduits shall 0 be B-borrow for structure backfill, meeting all current INDOT requirements. 13) There are to be no water valves or manholes placed within the pavement, curbs or sidewalks. 14) The developer shall verify the elevations of existing utilities and design plans accordingly. Existing infrastructure shall not be moved to occomidate new development. SCALE: 1 " = 20' - - - I---- ____11 - : � I I - - I-- - - - - - I 0 10 � 20 1 40 2 2 WORKING DAYS . BEFORE YOU DIG. -11 IT-9S THE LAW" I .. INDIANA UNDERGROUND PROTECTION SERVICE, INC. - CAUTI I THE LOCATIONS OF ALL EXISTING-UN GROUND UTILITIES EVIDENCE (INCLUDING, BUT NOT-d TO, MANHOLES, INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY OTHER) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER UND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID UND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION PLEASE CALL OHOLEY MOLW , 1-800-382-5544 � TOLL FREE 0 1 V__4 �10 00 U) U"_4 q1T 0 E-4 �0 tr) I �0 0 U N6 (yi 6 W qT 41 in Enq 00 00 41T 0--4 t%`1Z tttoZ C5 Z Z v-.( Too-4 (:) U M (y) 00 11�4 X W -.C4 A _r_ - W W - . � U 94 IC4 Fv�, _U 0 17) V�__� F--4 WQ I QZ W .94 [TI 0.4 1..4 &_ iIft co 41 C/4 g )_40 ^>4 WW Aoo� >. - fl� L �D I (::) CA 00 -"- 4 �0 q1T 0 U T >, Z - �� --,t4 �-4 W [T 2 - CIO .. 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WOT0251 o J In N o E a 04 o % I aj / °o L N N O N o E_ U .!! q N n- z o OE =t-w Q 0 REMOVE ALL BINDERS AND /OR CONTAINERS SET TOP OF ROOT BALL AT SAME LEVEL AS FINISHED GRADE 3" HIGH EARTH SAUCER e eQ PLANTING BED ----�•.� n ° e saas ° '6 o °a CUT ROOT MASS FROM ' TOP TO BOTTOM 1` DEEP = IN 4 PLACES SPACED .• EVENLY AROUND ROOT ' MASS - APPLIES TO CONTAINER GROWN PLAN T5 ' QNLY ' (- TOPSOIL BACKFILL ;III III= I i -I DO NOT USE MUDDY I I I I �- TOPSOIL FOR BACKFILLING o» 9 O O 4" LAYER OF SHREDDED GRADE 'A' HARDWOOD MULCH PRE - EMERGANCE HERBICIDE /moo IT r- FINISH GRADE ' THOROUGHLY WATER TREE /SHRUB IMMEDIATELY AFTER PLANTING SCARIFY PR SIDES AND BOTTOM NO LESS THAN 2" DEEP (I I I EXISTING SUBSOIL �' � � • OR BACKFILL COMPACTED g• 3" LAYER OF COMPACTED • °• TOPSOIL MIN. UTAMLILK MIN. PLANTING BED LAWN AREA SHRUB PLANTING DETAIL (NO SCALE) 3 STEEL STAKES, 7' LONG 'T' POSTS, PAINTED GREEN 3 GUY WIRES: NON - CORROSIVE 17 GUAGE RUBBER TREE PROTECTOR TREE WRAP, FALL PLANTING ONLY REMOVE ALL BINDERS — SET TOP OF ROOT BALL AT SAME LEVEL 60 LAYER OF SHREDDED AS FINISHED GRADE GRADE 'A' HARDWOOD MULCH 4" HIGH EARTH SAUCER e n e PRE - EMERGANCE HERBICIDE y W y � � y e •� �\ -�,� eee e a e ee FINISH GRADE / .� 3 Q Light PLANTING BED e o e e ! f •. . • THOROUGHLY WATER TREE 6 w y Q X\ �- IN HEAVY CLAY SOILS OR •. 1 r WHERE HARD PAN EXISTS, _ IMMEDIATELY AFTER PLANTING AUGER 8 INCH HOLE 6' .III III W 1 DEEP OR THROUGH HARD 1 -I I I Qc x PAN. FILL BOTTOM HALF - I a y w I I ( ._ SCARIFY PIT SIDES y W OF HOLE WITH CRUSHED - k AND BOTTOM NO / ROCK AND TOP HALF WITH i -� LESS THAN 2" DEEP r y ' w ,� W' y ' TOPSOIL. (--- - I y W E0 PRQ D Rlw -I (_ TOPSOIL BACKFILL ;I I II I I =I t I--f (�I I �I ( I EXISTING SUBSOIL / l W . �• w 2 OR COMPACTED y w 7 fi" LAYER OF COMPACTED BACKFILL W W y TOPSOIL y W �. AA I DO NOT USE MUDDY t' R009 BALI. i E A TOPSOIL FOR BACKFILUNG MIN. DIAMETER MIN. y y W y y C IV W W W PLANTING BED LAWN AREA I ' / .r •a. r• w •v � > TREE PLANTING D ETAI L 4� + fy .......... W w W \ \ 0 (NO SCALE) w . PP FILE: PLDET.DWG y W n-r (S l \\J U Q) 0 U 0 3 p s 0 3 Qc 3 PS 9 7 I 6 I 5 4 I 3 PLANT SCHEDULE PLAN COMMON NAME Oz. /Ac. GRASSES AND SEDGES ANOROPOGON GERARDII ROOT CONDITION ON CAREX ANNECTANS KEY BOTANICAL NAME COMMON NAME SIZE QUANTITY CENTER REMARKS B &B BARE CONT tiHACING SHADE TREES GT GLEDITSIA TRIACANTHOSE IMPERIAL 1Y2-2" 13 X VIRGINIA 32 AS WILD RYE INERMIS 'IMCOLE' HONEY LOCUST CALIPER GLYCERIA STRIATA GRASS 2 PANICUM VIRGATUM SHOWN 4 QC QUERCUS COCCINEA SCARLET OAK —3 " CALIPER 15 X TOTAL: 112 FORHS AS SHOWN HEATH ASTER EVERGREEN TREE PP PICEA PUNGENS 'GLAUCA' COLORADO 8 -10' 11 X BAPTISIA LEUCANTHA WHITE FALSE AS INDIGO BLUE SPRUCE HEIGHT 3 COREOPSIS TRIPTERIS TALL COREOPSIS 3 SHOWN PUPLE PS PINUS STROBUS WHITE PINE . 8 -10 HEIGHT 6 X 3 LIATRIS SPICATA A SHOWN 2 ORNAMENTAL TREES AA AMELANCHIER ARBOREA SHADBLOW 6-8' 14 X FOXGLOVE 2 AS BEARDTONGUE PYCNANTHEMUM SERVICEBERRY HEIGHT VIRGINIANUM MOUNTAIN MINT 1 RATIBIDA PINNATA SHOWN 4 CV CRATAEGUS VIRIDIS 'WINTER WINTERKING 1Y2 -2" 15 X SPECIOSA EYED SUSSAN AS RUDBECKIA HIRTA BUCK —EYED KING' HAWTHORN CALIPER RUDBECKIA SWEET BLACK 3 SHOWN EYED SUSAN SHRUBS SILPHIUM INTEGRIFOLIUM EUONYMUS ALATUS '' DWARF BURNING 3 GAL. 97 2 SOLfDAGO RfDDEttfi X 3' OC GOLDENROD COMPACTUM BUSH STIFF z GOLDENROD VERNONIA SMOOTH JC JUNIPERUS CHINENSIS SEA GREEN SEA GREEN 5 GAL. 57 CULVER'S ROOT 1 X 3' OC TOTAL: 48 JUNIPER TO THUJA OCCIDENTALIS "WOODWARDIIif WOODWARD 24" — 11 X 3' OC ARBORVITAE 36" VD VIBURNUM DENTATUM BLUE MUFFIN 5 GAL. 21 X 3' OC CHRISTOM ARROWWOOD Li RI RE( AI PRi PRA INC SHI 10 ON EVE WIl SQ' 5' A' PU GR' A8I SH OU REI PRi WET MESIC PRAIRIE MIX BOTANICAL NAME COMMON NAME Oz. /Ac. GRASSES AND SEDGES ANOROPOGON GERARDII BIG BLUESTEM 16 CAREX ANNECTANS YELLOW FOX Z XANTHOCARPA SEDGE CAREX FRANKII FRANK'S SEDGE 2 CAREX VULPINOIOEA FOX SEDGE 6 ELYMUS CANADENSIS CANADA WILD RYE 32 ELYMUS VIRGINICUS VIRGINIA 32 WILD RYE 0 FOWL MANNA 1 GLYCERIA STRIATA GRASS 2 PANICUM VIRGATUM SWITCHGRASS 4 SORGHASTRUM INDIAN GRASS 16 NUTANS TOTAL: 112 FORHS ASTER ERICOIDES HEATH ASTER 1 ASTER NOVAE— ANGLIAE NEW ENGLAND 2 ASTER BAPTISIA LEUCANTHA WHITE FALSE 2 INDIGO CASSIA HEBECARPA WILD SENNA 3 COREOPSIS TRIPTERIS TALL COREOPSIS 3 ECHINACEA PURPUREA PUPLE 4 CONEFLOWER HELIOPSIS HELIANTHOIDES FALSE SUNFLOWER 3 LIATRIS SPICATA DENSE BLAZING 2 STAR MONARDA FISTULOSA BERGAMOT 1 PENSTEMON DIGITALIS FOXGLOVE 2 BEARDTONGUE PYCNANTHEMUM VIRGINIANUM MOUNTAIN MINT 1 RATIBIDA PINNATA YELLOW 4 CONEFLOWER RUDBECKIA FULGIDA SHOWY BLACK 3 SPECIOSA EYED SUSSAN RUDBECKIA HIRTA BUCK —EYED 4 SUSAN RUDBECKIA SWEET BLACK 3 SUBTOMENTOSA EYED SUSAN SILPHIUM INTEGRIFOLIUM ROSINWEEK 2 SILPHIUM TEREBINTHINACEUM PRAIRIE DOCK 2 SOLfDAGO RfDDEttfi RIDDELL'S I GOLDENROD SOLIDAGO RI61DA STIFF z GOLDENROD VERNONIA SMOOTH 2 FASCICULATA IRONWEED VERONICASTRUM CULVER'S ROOT 1 VIRGINICUM TOTAL: 48 4 I 3 PLACE ROOT BALL 1"-2w HIGHER THAN FINISHED GRADE. EARTH SAUCER AA PLANTING BED e A e e ez z to SCARIFY SIDES-- BEFORE PLANTING 2 I 1 GENERAL NOTES: 1. IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE PLANT LIST, THE PLAN SHALL DICTATE. IF IN QUESTION, CONTACT THE LANDSCAPE DESIGNER. 2. ALL SHRUBS PLANTING AREAS TO BE COVERED WITH 4" THICK LAYER OF SHREDDED HARDWOOD BARK MULCH. ALL GROUND COVER BEDS SHALL BE COVERED WITH 1" SHREDDED HARDWOOD BARK MULCH. BARK MULCH SHALL BE APPROVED BY LANDSCAPE DESIGNER AND SHALL BE UNIFORM IN TEXTURE AND COLOR AND SHALL BE OBTAINED FROM SAWMILL OR LUMBERING OPERATIONS.NO UTILITY MULCH OR PROCESSED TREE TRIMMINGS WILL BE ALLOWED. 3: AN APPROVED PRE — EMERGENT HERBICIDE SHALL BE APPLIED IN ALL PLANTING AND GROUND COVER BEDS AT RATES SPECIFIED BY MANUFACTURER FOR EACH VARIETY OF PLANT. 4. FINAL PLACEMENT OF PLANT MATERIALS, ETC. SHALL BE APPROVED BY LANDSCAPE ARCHITECT BEFORE PLANTING OPERATIONS ARE TO PROCEED. ALL TREE LOCATIONS SHALL BE MARKED WITH A WOODED STAKE INDICATING VARIETY AND SIZE OF TREE. ALL GROUND COVER AND MULCH BED LINES SHALL BE MARKED BY A HIGHLY VISIBLE PAINT LINE WITH OCCASIONAL WOOD STAKES FOR REFERENCE. ALL STAKES SHALL BE REMOVED FOLLOWING PLANTINGS OPERATIONS. LANDSCAPE DESIGNER RESERVES THE RIGHT TO ADJUST PLANT LOCATIONS ON SITE. 5. NO SUBSTITUTIONS OF PLANT MATERIAL WILL BE ALLOWED. IF PLANTS ARE SHOWN TO BE UNAVAILABLE, THE CONTRACTOR SHALL NOTIFY LANDSCAPE DESIGNER PRIOR TO BID DATE IN WRITING. ALL PLANTS SHALL BE INSPECTED AND TAGGED WITH PROJECT IDENTIFICATION AT NURSERY OR CONTRACTORS OPERATION PRIOR TO MOVING TO JOB SITE. PLANTS MAY ALSO BE INSPECTED AND APPROVED OR REJECTED ON THE JOB SITE. 6. ALL PLANTS ARE TO MEET OR EXCEED AMERICAN STANDARDS FOR NURSERY STOCK, 2004 EDITION, AS SET FORTH BY THE AMERICAN. NURSERY AND LANDSCAPE ASSOCIATION. 7. PLANTS AND ALL OTHER MATERIALS TO BE STORED ON SITE WILL BE PLACED WHERE THEY WILL NOT CONFLICT WITH CONSTRUCTION OPERATIONS AND AS DIRECTED BY OWNER. 8. ALL NEW * LANDSCAPE PLANTINGS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FOLLOWING FINAL INSPECTION BY LANDSCAPE DESIGNER. AT THE END OF THIS PERIOD, PLANT MATERIAL TERMED DEAD OR UNSATISFACTORY BY LANDSCAPE DESIGNER SHALL BE REPLACED AT NO ADDITIONAL CHARGE BY THE LANDSCAPE CONTRACTOR. 9. :THE LANDSCAPE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES THAT MAY. BE REQUIRED FOR HIS /HER PORTION OF WORK. 10. PEAT MOSS TO BE USED ON PROJECT SHALL BE A DOMESTIC OR IMPORTED MATERIAL, CHOCOLATE BROWN IN COLOR AND COMPOSED OF PARTIALLY DECOMPOSED VEGETABLE MATERIAL. PEAT MOSS TO ALSO BE MILDLY ACIDIC IN CHARACTER AND SHALL MEET APPROVAL OF LANDSCAPE DESIGNER. 11. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE DESIGNER IN WRITING PRIOR TO BID DATE OF ANY PLANTS THAT HE /SHE FEELS MAY NOT SURVIVE IN LOCATIONS NOTED. 12. ALL LANDSCAPING PLANTINGS TO BE MAINTAINED FOR ONE (1) YEAR FOLLOWING TURNOVER. MAINTENANCE TO INCLUDE WATERING, WEEDING, CULTIVATION, MULCHING, MOWING AND ALL OTHER NECESSARY OPERATIONS REQUIRED FOR PROPER ESTABLISHMENT OF PLANTINGS. NOTE: AT END OF MAINTENANCE PERIOD, CONTRACTOR TO REMOVE GUYING AND STAKING FROM TREES. 13. CONTRACTOR TO SUBMIT UNIT PRICES ON EVERY TYPE OF WORK AS REQUESTED BY LANDSCAPE DESIGNER. 14. BACKFILL FOR TREE AND SHRUB PLANTING SHALL BE 75% APPROVED TOPSOIL AND 25% APPROVED PEAT MOSS. TOP LAYER OF BACKFILL SHALL BE 100% EXISTING TOPSOIL. A 5 -10 -5 ANALYSIS SLOW RELEASE FERTILIZER SHALL BE INCORPORATED INTO BACKFILL AT APPROVED RATES. 15. PROVIDE MINIMUM-4" PLANTING SOIL IN ALL GROUND COVER AND FLOWER AREAS WITH MIXTURE COMPRISING OF ONE PART COMMERCIAL GRADE 'POTTING SOIL,' 5 PARTS TOPSOIL AND 4 PARTS PEAT MOSS. A FULL 4" LAYER OF APPROVED SHREDDED FIBROUS PEAT MOSS MAY BE USED IN LIEU OF PLANTING MIX. 16. PLANTS SHALL BEAR A TAG SHOWING GENUS, SPECIES AND VARIETY. 17. PLANTS SHALL BE CERTIFIED BY THE STATE OF INDIANA DEPARTMENT OF NATURAL RESOURCES AND FREE FROM DISEASE OR HAZARDOUS INSECTS. 18. GENERAL CONTRACTOR TO PROVIDE 6" MIN. APPROVED TOPSOIL BETWEEN BUILDING AND SIDEWALK OR CURB. COORDINATE W /ARCHITECTURAL DRAWINGS 19. MULCH TO BE PLACED AROUND ALL TREES AND WITHIN ALL BEDS UNLESS OTHERWISE NOTED. DO NOT CUT CENTRAL LEADER. TREES OF THE SAME SPECIES TO BE MATCHED IN GROWTH CHARACTER AND UNIFORMITY. =l TWO - GALVANIZED NO. 12 WIRE GUYS: \ FASTEN TO WOOD STAKES, PLACE 2 -PLY RUBBER HOSE ON WIRE AT ALL POINTS OF TREE CONTACT. INIMUM 2 x 2 x 6' TREATED WOOD STAKES 2 N*- PER TREE. DRIVE STAKES AT AN ANGLE AND tea►'' �` ��` DRAW VERTICAL TOP OF STAKES TO BE PAINTED , je WITH FLUORESCENT PAINT OR EQUIVALENT. �, Y LAYER OF SHREDDED HARDWOOD / MULCH. PRE - EMERGANCE HERBICIDE A e e e e FINISH GRADE WMEN PLANT 9" BALL 9" TOPSOIL MIXTURE TAMPED FIRM TO PREVENT SETTLEMENT. EVERGREEN PLANTING & STAKING NOT TO SCALE Cal 1 -800- 382 -5544 r 2 WORKING DAYS BEFORE YOU DIG. S i --r t s �r r'- "IT'S LAW" I INDIANA UNDERGROUND PROTECTION SERVICE, INC. a V-4 \0 00 rA 00 00 -t' ht*4%0 .-� .-4 0 U MMOO x � W s w a U O � H Q 71 IL A a � 0 W 00 W NT Zi cT T W W rA - � W 0 • a a � Z W 0 0 U ?•' o Z Ln p O N W N w z E E T ►-, o p U v) 14 L!7 CD W t v d O PLO Q w Q U m sus 4.. E ►•-- E cn E 0 0 0 W to rn �- O N N A O co O w Ir � o w z U C� a� w w J p w w �z� o= i�—OU az0�Ir www CLILa In In In z 000 p cn w[if IzE No. 20700127 r STATE OF ~ "4 PE Ag SHAUN M. RYA 20700127 SCALE-: 1 " = 20' 0 10 20 40 2 IMMIM- 1i THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (INCLUDING, BUT NOT LIMITED 70, MANHOLES, INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY OTHER) AND ARE SPECULATME IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILMES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILMES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION PLEASE CAM I*X.E r MOLEY' 1- 800- 3Q2 -SS44 TOLL F E i W r > W� � v �J O O q � o `� Q) d SHEET NO. ° PROJECT NO. w07.0251 U W d .,a 0 1 V 0 � lb N d LO rT� C3 V) P) • � W r ,1 SCALE-: 1 " = 20' 0 10 20 40 2 IMMIM- 1i THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (INCLUDING, BUT NOT LIMITED 70, MANHOLES, INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY OTHER) AND ARE SPECULATME IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILMES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILMES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION PLEASE CAM I*X.E r MOLEY' 1- 800- 3Q2 -SS44 TOLL F E i W r > W� � v �J O O q � o `� Q) d SHEET NO. ° PROJECT NO. w07.0251 ft cu Vii] A ow 3 v U c J i Ln N O r- a o � / Ln c - L N O r- 0 o CD O CV _E o ss 7 f� _ 7:3 (D `r'' O> Q C 10 g I 8 1 7 I 6 I 5 I 4 o- � V"3 0 G� ° 0. 0 .0 ° .0 �� 0.0 0. 0 -0 i ° 0.0 a. \ \ D La .0 0.0 cn 1 .0 .0 � V) .0 0.0 .0 CD 90 .0 0.0 0.0 0.1 0.1 .0 D D D .0 .� 0.0 0.5 0.2 ° 0.0 . o `3.0 °2. °o. o . LJ 0 ° °o . 6 q3.7 '3.7 43.4 2. . O.a .3 .0 C1 ° o D t 13 D r 0.1 .6 2.6 '3.1 .2 1. 01 �.0 � D D o ° 0 1 '3.1 4.0 2.2 2. 1.4 0. 0 t ,2 .0 \ O U U " ° o.0 0.2 .7 `3.1 2.2 X3.1 1.2 0 o .0 D L7 ° D �. O 0 . 1 2.6 Q. .2 X3.1 . 6 . ,.0 2.6 '3.6 2.3 2.7� 9 1.8 c . ° 0.0 .0 1� 03 26' 0 ° ° D �... ° 2.2 43.0 5 2. 2.7 a .5 0.1 }. w 0.0 0.2 ,W . o ° D ° �. 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Nute3 ypc FEATURES & SPECIFICATIONS - ---------------- - ---------------- INTENDED USE (D M ERC>. Streets, walkways, parking lots and surrounding areas. 2 at 90 degrees CONSTRUCTION Architectural Area & Roadway Lighting Rugged, die -cast, single piece aluminum housing with nominal 11L+all thick- Sir-g f,n ftr5e(120,.� . 11,347V)'•'' ness of 1'18 ". Die -cast doorfrarne. has impact-resistant, tempered, glass lens 3 at 120 Cegrees (round poies only) (3116" thick). Doorframe is fully gasketed with one -piece tubular- silicone,a__. _........_r_....r MR1 FINISH OF Standard finish is dart: bronze. (DOB) corrosion-resista tit polyester powder - - -- ......... -�.... finish, vrilh ether architectural colors available. 277 OPTICAL SYSTEM MIRO. finish, seUmented reflectors for superior uniformity and control. Re- I1�IETAL HALIDE flectors attach : -ti+ith tool -less fastener and are rotatable and 5a _175W interchangeable. Pour full cutoff distributions available: Type- 11 (roadway), HIGH PRESSURE SODIUW Type tit (asymmetric), Type IV sharp cutoff (forward throw) and Type V (sym- metric square.). 5W - 1500 ELECTRICAL SYSTEM .3-17 high 501,1- 1,50W utilizer a high reactance, high pater factor ballast. 35S utilizes a Specifications � reactance high power factor ballast. 175W metal halid0l UtiiiZL'S ,:c COJIStant Length: 14.5" {(�2.13crri) W wattage auto transformer ballast. Ballasts are copper wound and 100% fac tory tested. Porcelain, medium -base socket with copper alloy, Mickel - plated Dia: 18.615" (47.3075crn) screw shrill and center contact. Overall Height: 6.375" 06.1925cm) LISTING Max. Weight: 27 lbs (12.2 kg) Listed and labeled to LJL standards -for vvet locations. Listed and labeler! to EPA: 0.141 CSA standards (see Options). NON( Certified (see Options). IPb5 Rated. All d munsion,s are inches (centimeters) unless other rise spec lie ORDERING INFORMATION Choose the boldface catalog norner:claturo, that bast suits your need;. and wriLe it on the appropria:a Fine. SRI Series voltage Ballast Example: MR1 175M SR3 TB LPI __r -------------------- options F Lamp rz I R1 poles, spQyify :he ZopprQpriat.a drilling pattorr•l. Soo. 120 Meta halide and I MIMS Shipped instal,ed Shipped intixttrre. .... t at 180 degrees Ofi121-SAS 2 at 90 degrees Hohpressuresodiurn 20€: 3 at 90 degrees Sr Sir-g f,n ftr5e(120,.� . 11,347V)'•'' 'atfa0e 3 at 120 Cegrees (round poies only) 24( (blank) Standard OF 0oublefuse(208,240,i180V)�s 277 magnetic ballast PER NEMAtwist -lock receptacle only . �i 1:1�3ij{3� � CWl Constant + tno photocontrol) L # p�' .3-17 l�L'Gtti3I . isolate d° CR Corrosion- resistantfinishlEpoxy 700* clear coat over p,3;nt) loom T.O° Pulse -start motal halide ORS Quartz restrike system'''' 150M TgVs SCU1iA Super CV1�A ballast HS Houseside shield (SR2, SO 175M Distribution EC Emergmicycirc:uit Hrctf; t?t�essrir7? ;rt? SRS 5 •wgrren,er_I Type 1l road`,r�ay TP Tarnper..proof >r�dir ,2 ���- SR3 ` p.grremecl Type Ili asymnetric _ �iiet�rrting CSA Listed and liabaled to Canadian z sa;e,y standards - 50S SR4SC Segmented Type IV forward throw, ......_._..._....�_.r,.. _._._. NOM NOM Certified harp cutoff SPA Square po;a r€l5 SROS Segmented Type, V symmetric square Segmented noun mg (s:d.) stlp�Lc s�:nara_tely�� - a - 1005 RPA Round pole PE1 NEIL Atwist- lockPE020,208,2.4OV) 1505 mot :ntin�g WRA Wa I bracket (t; l) PE3 NEP�i` MA twist -Ioc;