HomeMy WebLinkAbout030-86 V Carmel Brethren Site PlanJ
Lt IL t,J-iL 140TES:
i c,l1. onit:ary c_ewer cc.,)rrc-:.tructiori or, this. project may be of vitrified clay sewer
pipe conforming to FH. f.M. Specifi(_atiori C-7 i(:i-71T. At owner option Type F'.
S.M. polyvinylchloride, sewer pipe and fittings Type 1, Grade conforming to
Specification I) -:'(i': arid D '(>:'.4 Or Acr ylonit.rlle-E(utadiene Gt;yrene
sewer pi pE_' ccirif or rni nq to r1. Vii. 1 . M. D- '680-- 79A arid L•i-' 75)1 - 77A, rfiiay be
(_(t?st:r L'uLEd.
Joints in _a11 pipE� shall c:onfc�r m to (a. S. T. M. `3pec.i fi_atiora C-42�-
71. r+l 1 sLrbs(?gccE'rit rl. `3. (. M. rE Vi c i din= S. -,hall apply.
z.tor m sewer s sh,� k1 1 be cc: nsLr uc. ted wi th r ei n f orced concrete pipe Cl ass I I I
(?r o rtot ed aiir_I ccin f or m Lo A. S. -F . M. C-76 or 1 at est revi =-i on. Al 1 manhol eE
'i i-, l l L -ie precast corner-(=te construction in accordance with State of Irid i ana
-f I c i,t 1 ons ririci i,hal 1 have Type "rl" cast iron ring and cover .
iri se2wcLr pe tI11 conf or -m to A. S. T. M. Tpe(_ification C--4-25 or latest
I- r.v.i ion.
4. ;;czwc?r pipe shall be bc-dc-led in accordance with detail shown.
5. rill ,unit._+ry sewer- link?.:_ Upon cornplet.ion will br r-egUired to pass ; low
l,I (:-•<=-Ltr L - ii it t:.E?=_;t , Lrn1c:'cs otherwisir directed by t:hE- City Eiigineer . Said test
�,II I be conductc?d ac-c:or" ding to NCF'I `itandard Method, and shall be witnessed
t_.II(r Ci t y Irisl►E?c::tOr . Irif i 1 trat i ora LI�der" tE-�::t shal 1 nut e:;creed 2�►�? gal 1 ons.
er' inch of inside diameter c;f sewer pipe per mile of se-wer- in 24 hours and
i nc 1 Ltsi v of al 1 apl:.-(,rt. enatic es rri thi I the sect i on bei nq tested SUCK as
T,-•r,1i-l.e=., house connect: r -ns, eLc.
t:.
till pipe or dr airtat(_ie' __tr UctUres. in Lr eriches i_cnder paved surfaces and lei feet
be�yur,d shcall be b_act:fi.11ed with gr.)rrular- material arid compacted by approved
mc, I I loos.
t � i:Hof dr ,u ns, { c.?ut l rid dr c,l n= and or sur -face WatE'r"' dr dl n=. rndy be
,_(- (_i } t � L y n s- ,ste em lorar y cor?nections
iri �_t�3 _o th(:? �:<_.ral Lit ,. sewer /�__m, including t_ F r
I ,-iIfq t OW, trt.rc:tiofI.
f (�Il lc.,t_<_ are Co t,e 7,er,,ed by. 6" =..arilti-m y sewer pipe of vitrified clay or.
.,i i ( r nate materlt+l .ppr oved by the City Engineer . The -_e 1atoraI s are to be
i �?d atpprox- i at.tLeI y t(:i the:' pr operty 1 i ne, acid ttie 1 or_ati on of thei r
t;,rrni:i_ition indicated ori the surfacE? with a suitable mar ker. Th(2 wye is to
Lit:, t. i l ted cip at 45 deer eE s from the lies i Z ontal and the end plugged tight
(.Atli c:l-_ay or plastic disc, c.apable of withstanding a low pressure Air Test
Wi tt-Id,ut 1 ei+hage. The 1 of er al location- shoUI d also be rriark:ed with red on the
,_.,_(r 1.).
S,c•wc:r I c:r oSai rig nisi ns stial 1 be 1 ai d to pr-ovi de nii ni muni di stance of 18 inches
[a Lk•:E•on trhe or_rtsidc of the watC,r main and the outside of the sewer. This
1 .+1 1 tee• the cas:E'• wher c' t tic• water m<.ii rl i s ei t her at,r..ivr' u heI ow nice sewer .
I
lit-, c.rc,ssi nq shal l be .ar r anged -.so that the sewer- joi r -its wi l l l be equidistant
f ar gas pos;<._ 1 b 1, 'f ream the wL-tter (n2il n jol nts. Where ca water anal it cr osses
a /sewer , :adegcaat_c- str-U(_tural support shal l be provided for- the sewer
Ei G,rr_vent danra;ge to tiff? water main. Wher, it is impossible to obtain proper
ontal and vertii__al se?p<_arationr.i_. Stipulated above, the sewer- steal l be
(, '-:i griF?d and const.r-Lrcted equal to water pipe arid shall be FWessur e tested to
water -t i ghtnest prior- to bat_ I filling.
Hater mai ris shaI I t2kE of duCt11E' ircin Classy C�-1Ci cement_ lined pipe, UnIPISS
?-:,r-wi e noted in the plan•:,.
;,.
14 At.c_ns (-'
r lierI►a11. be of ductiIiron pipe, Class `�t► cemt�r-,t line water
works grade.
1'•. :_0.op shall t►E? tho.e ntanLtfa(-tctrE_d by F-ord or Mueller Corporation with AWWA
taper thread, and ,•r i th c:upper- c,)mpr-e,si on type: Fitting on out 1 of , or
equal .
C. 15.1 ow --of f val ves stial 1 t:iE= tf tot-manuf actor' ed by Muel 1 er Cor pot at i oii
i28' or H -1029 1 or equa 1 .
D. (,rigle valves:: ad. the c•r,d of water sr?r vice stub are to be copper compression
type fitting also, and are to b(_> protected with plasticbay over the
: cil e.
E. 4" tips in lines spial1er than 1 inches shall be only by tapped tee or
tapping saddle. Wate.r- service lines should be mar -ked on curbs with blue
pairit. (Sewer lot_eri-il locations:- - red).
1 1 . AI I water mai ns to be pressure tf21:tr2d f or 1 e al:age and ster i 1 i z ed ill
accor dance wi th di r-ect i ons from Car aiel Water Depar tnienL.
1 Nc-, 1_raffic wall be allowed on prepared subgriade prior - to pavinq.
I
1'.. (111 -trFeet con�-.trt_tc_tiofI r•jit1)in the lines of dedicated right - of --way =.hall bit
<r_cordanee wi t_h I Ir(� <3poci f i (_:ati oris of tI-Ic? Ci t y of C<:.Arale l .
14 . F'r c-roc:,rt..y I i nc• car' iic.'r s of stn eet i tit or sect i ons arE• I-oLrnded by an arc havi ng
1. 1`=i' r'-adiLr�. F'r-operty lines drawn Hereon are carr .i ed to the P. I. of the arc.
i C . t i_eatpor ar y seed i ricl (1111 1: t(_crE? i it t. he ar ea=whc.rr e str i pp i ng of f 1 11 s have been
(.ar-..ided shall bE? seeded for .silt and er'os1or, protection. ref+:c_>r gradirig all
c (.in-_t.r uct ion areaE ar e to Lie seeded as. -fol lows:
ra. `4-jale seed inq _sed and fer-tiIi e within con-t_ruction limits with
.141 fc;cr c "Rc?dtap" ulI aC 20#i acr E' "F:y'E Or ass" , 20#! acre 1 UP Gr Fisc"
" !:,- " , e" �irl(t#�aC:re 12-12-1.' f e r t111.7ur.
.. _ tt. _, _re Ta 1 f`-er.. Ec_ gra-ass, and �_ ..
ill SE E di Fig 61 oriq F'z:tr l.i r,q Areas, �..pc?d and f er ti l i . t( with t5#iacr e
"Tall I -e sets e" t_jr a' ':�, 2litt.' acre "Fye Gr•=is' " 1'53#% acr E? "011_te Gr ass" and
t,()C?#/Bene Ii' 1 -I fe�rtiIizvr-.
lt,-, is?(_ration of (depicted by rectangles) show the pad Elevation and/or
qr adc?. I tie f i n i =.died f i cic?c til eva t:_i on i s 3 i riche -s h i gher- , 'more or- less
th,ri tllE' OUtsi dE qr aca
It -I indl bc? 1-.h(? rc-=_�IjUIIS1bility of each contractor to verify all e;cistinq
utilities and condition, per -training to his phase of the work. It shall also
L. c, the contractors r espcin sibi l i t y to contact the owners of the var iuus
L(':_i.lit,ies before c•iorF: is started. The contractor shall notify in writing
t l,r owrier s and/ ct,f Ound
tltE' f'n(]1 rlE�'e'r<< of arty c hanger, errors, or uml ssi ons
cin these plans or in ttit: field before wor k: is started or- resumed.
dr al nayE? pi pe arid di t ch aUtf Fil 15 to recei vi ng streams shal 1 be
_constructed in accord:an._o with drawirigts, sub.iect however, to any modification
r(ccictir ed by the f:ity of Carmel at the time installation is completed arid to
anis adjusL-rnentrs needed for' field conditions that could riot he --Anticipated
or, the design dr awi rigs.
1 ^. Ccont r octor to r ec.or(I di mensi oris, measLrred along sewer 1 i rie f rom nearest
tit :iniho1 a 'to each s ani tary srwc?r" I at.er'al .
t oi,L r actor to r ecor d di menti•i on c:,f each Water stub from near est f i r e hydr ant
me=a urE?d along the water" main.
: ] . l ht - -br_ ve l ocat i ons of laterals, �tl cinq wi th any other const.r Uct i on changes
be incorpor atrrd on the ur iyinal Lon sr tr-uction drawinq_ -z, and r ecor d
Ur 01•ri rigs <Submi t Led Lu thc? City Eng i neer 's Office as soon of ter completion
of constr-cictiori ars pos_iible.
CARMEL
Part of the Southwest Quarter of Section 24, Township 18 North, Range 3 East
in Hamilton County, Indiana, being described as follows:
SUBJECT ALSO to all highways and rights-of-way, and to all easements,
restrictions, agreements, covenants, conditions and other matters
of record.
S1 TE PLAN
FOR
BRETHREN CHURCH
IN DEX
DESCRIPTION
•
J r
N H. WE IE , REG. P.E. INDIANA
,"*.
Commencinf; at the Northeast corner of the said Quarter Section; thence
,
South UU dc•t;rec•s 06 minutes 42 seconds East (Assumed Bearing) along the
to
Engirt line of the said Quarter Section, 145 1. 11 feet; thence North 88
&-greii-n UU minuteR UO seconds West 40.03 feet to the Beginning Point;
W
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thence North 88 degrees 00 minutes 00 seconds West 715.00 feet; thence
Z m
W N
South 01 dt•I;rees 03 minutes 53 seconds East 874.82 feet to the North-
westerly right-of-way line for U.S. Highway 31 per Warranty Deed
w
recorded in Plat Book 248, page 216 in the Office of the Recorder of
Hamilton County, Indiana; (the next three (3) described courses beingLU
along the said Northwesterly right-of-way line); thence North 56 degrees
(>
28 minutes 18 seconds East 604.15 feet; thence North 48 degrees 52
minutes 31 seconds East 151.33 feet; thence North 16 degrees 54 minutes
30 soctinds Last 278.43 feet; thence North 00 degrees 06 minutes 42
—
seconds West, parallel with the East line of said Quarter Section 156.10
feet to the Beginning Point, containing 10.000 acres, more or less.
SUBJECT ALSO to all highways and rights-of-way, and to all easements,
restrictions, agreements, covenants, conditions and other matters
of record.
S1 TE PLAN
FOR
BRETHREN CHURCH
IN DEX
DESCRIPTION
•
J r
N H. WE IE , REG. P.E. INDIANA
,"*.
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