HomeMy WebLinkAbout029-86 S Carmel Brethren Site PlanI
(4 --NERAL.- NOTES:
-ani tar y _ewer cont,tr uctiurl ori this project may be of vitrified clay sewer
pipe conforming to A.`_3.T.M. 3pecific_-ation C -700-71T. At owner's option Type F.
S.M. polyvinylchloride sewer pipe arid fittings Type 1, Grade conforming to
A.S. T.M. Spc_c:i ficatioil i) -'O'-' arid D -'i7'4 or Acr-.;luiiitr-ile--E;utadiene-Styrene
!AE;S:• sewer pi pe cord omni ng to A. S. T. M. D -21680--79A and D --2)75_)1--77A, may bei
substituLed. Joints in all pipe shall conform to A.S.T.M. Specification C-425-
71. 011 SUbsequE nt A. S. T . M. re`v i s -i ons Shall apply.
O1 1 storm sewers shall be constrUc t ed with reinforced concretE? pipe Class III
car a-- noted and conform to A. S. T . M. C 76 or 1 at est revi s on. All manholes
:_,1ii�11 be precast concrete construction in accor-danc_e with State of Indiana
_F:,t�c ] 'f l cat l ons +nd shall t,avE: 1 ype "ia" cast iron ring and cover.
1,11111-S-1isewer pipe shall conform to A.S. T.M. ipc_�cification C--425 or latest
r c on.
4. Sevier pipe shall be hc`dcled in accordance with detail showri.
`,5. Cil 1 sanitary sewer- l i ncra Upon ccunp l et. i on vii 1 1 br r-egUi red to pass a low
lir c.< -,-Lu E:, iii r t.E>=-: t , unl L�s= other wi se di rected by the Ci t y Engi neer- . Said test
hal l be condLicted aLcording to NCF'I (Standard Method, and shall be wi tr-iessed
by the City Inspector. Inf i 1 trat. i on Cruder test steal 1 not e:cceed 200 qal 1 ons
per inch of inside diameter of sewer- pipe per mile of sewer- in �4 hours and
i nc:l c -c si ve of a] 1 cil)pUrtenar,ces. wi t h i ri the sec t i on bei nq tested such) as
house connections, etc.
i=il'l pipe or dr-ai ciage structures ill trenches Under paved =_-L(r f aces and 10 feet
beyorid shall be back:fi11ed with granular material arid compacted by approved
iricrt.l)i.ds.
r•Ic.) r oof drains, footing drain and or SLrr-face water drains may be
i_onnr_cted to the sari tciry sewer- system, including temporary connections
dciri)cg i:c)r)aruction.
8. 011 lots are to be: served by 6" sanitary sewer pipe of vitrified clay or
l ►-•�r n._+tE� material aper oved by the City Engi near . The!:se 1 ater-al s are to be
c-ir r 1 ed aipprco c i aiactel y t. Ci the pr operty 1 i Fie, and the 1 ocati on of thei r
tc2rm.ination iiidicated on the surface with a suitable mar -Ler . Thu Wye is to
be C.i ] ted Lcp at 45 degr ec?s from t.ht ti orizonta1 and the erid p1Ltgyed tight
With clay or pIa•iLic disc, capable of withstanding a low pr-eSSUre Air Test
withOLrt leakage. The 1,iteral locations should also be (narked with red on the
ccirb.
v. Sevir>r s cr ossi rig mains shal 1 be 1 aid to provide mini mum di stance of 18 inches
between trhe oLctsidc2 c)f the water main and the outside of the sewer. This
t,al 1 hce the c-as�c, where' the water main is ei t.her- above Lir below the sewer .
1 tic, c-rOTIT'i ng steal 1 be ar ranged so that the sewer- joi n Ls wi 1 1 1 be equi d i stint
&r10 o5, fare ac-. pos,�iblt- fr oni the water main joints. Where a water main crosses
under a sewer, adequat` structural '_.,Upport shall be provided for the sewer
to prevent damage to Lille water main. When it is impossible to obtain proper
hor'i 'untal and vertical separation .is stipulated above, the =sewer shall be
dcer_.igned and constructed equal to water pipe and shall be pressure tested to
r_)sr)_rrr� water-tightnes__ prior- to backfilling.
1(J. Wat. L -r mai ris shall be of dUcti 1 e iron Cl ass `,c-) cement 1 i ned pipe, Un1 ens
c3th—rwi se noted in the pl aria,
1 i ))es shall be of duct. i 1 e iron pipe, Class 50 cement line water
wor k.. qr-ade.
L.. `_�i () I_., shied l be those ma nLtf cic tUred by Ford or Muel l er Corpor at i on with AWWA
t apor thread , and w t copper compr-essi on type F i t i n or, nut l et , or
c'gUa I .
C. L:I ow -off val ves _;hal 1 be thos=(:-? rnanuf ar-tur ed t)y Musi 1 er Corp or- at i ori
{EiC)10 83 or H-10 ?1 , or equal .
Ti. ririgl e valve=_:at this.? enol of water service ctUb are to be copper compyssi on
type fitting also, and are to b,2 protected with plastic bay over the
E. - /4" taps in 1 i nes. smaller- than 4 inches -,hall be only by tapped tee or -
tapping saddle. Water- service lines should be marker] on curbs with blue
L) z:i.rit. (Sc-.?rqer lateral loci-itions -- red) .
1 t . All water mai ns to be pressure tested f or 1 eak age and ster i 1 i c,d if)
ic-cor dance vii th directior-is from Carmel plater DE::partment.
14 . F'r c per—ty line- cor ner sof sty eet i nt.er t_ect i ons ar-P roUnded by art arc havi rig
<_) 1";` r adiutsi. Property lines drawn hereon are carr ied to thc> P. I. of the arc.
1-,. r; I-e,iiporLir-y seeding n)ivture in the area=_ where stripping of fills have been
cir-acied sha1.1 be seeded for silt and erosion protection. After gradirig all
consatruction area=; Lir a to be seeded as fol lows:
(�.
",wale seeding -- Seed arid fertilize within construction limits with
t 1' „ ' n ' c �` , " " girl#/ acre "Blue Grass"
E,#.. cicrE9 F�.E_dt op ' tlr �+_-s, " C #i acre Rye Grass ,
:`51 " �,
,#/acre Tall Fescue grass, and 6)'C#/acre121212 ��� fertilizer.
D. Cut/Fill Seed ng Al onq F'ar k i rig Areas -- c>eed and f er t.i l i ze with 2541/acry
"Tall FescLre" grass, 20#11acre "Rye Grass", 1`_,#/acre "01Ue Grass" and
6()(.144/acre1�' 1�'=1�' fertilizer.
Thi lc)cation of hoicsE>c: (depicted by rectangles) show the pad Elevation and'or
c„ i t= i rle qr' ade. The f i n i �_:tie(j floor e1evat.ion is 8 inches h.i caher- , more or 1 E ss
than the outside _grade.
1'. IL �hal I be the rPaporisibi1ity of each coiitractor to verify all e>:isting
utilities and conditions pertaining to his phase of the work. It shall also
L. u thc, contractors re.ponsibility to contact the owners of the various
LctiI i. ties before wor k: .is started. The contractor shall notify in writing
t.ht. owner s Ind/ or the Longi nee r -s of any c hanger, Err or s, or omi ssi ons found
on these plans or in the_ field before work: is started or resumed.
18. Al 1 car ai nage pi pe acid di tch oUtf .al 1 s to r ecei vi ng streams shal 1 be
constructed in accordance with drawirigs, subject however, to any modification
rcequi r ed by the Ci ty of Carmel at the t i me installation is completed arid to
aria adjusLmeritrs needed for field conditions that cocild not he anticipated
On the design drawings.
Cc)r,t.ract.or to record dime-1nsion S., measured along sewer line from nearest
m,arrhol c� to each %ani tars sewer 1 ateral .
2,0. Contractor to rt:'cord dirnerision of each water stub from nearest fire hydrant
mcaa,surod along the water main.
1. T1 it Above Iocatic,ric of laterals, along with any other construction changes
.•r -E1 t o be i iicc)r por-ated on the original construction drawings and record
dr awi ngs sLcbn,i t ted Lu the Ci t.y Engi neer 's Of f i ce as soon of ter comp 1 et i on
of c-onstr-Lcction as possible.
si TE
CARMEL
IN DEX
F01?
PLAN
BRETHREN
OESCRIPTION
•
Part of the Southwest Quarter of Section 24, Township 18 North, Range 3 East
in Hamilton County, Indiana, being described as follows:
ConunencinJ', at the Northeast corner of the said Quarter Section; thence
South UU det;rec•s 06 minutes 42 seconds East (Assumed Bearing) along the
Eclat line of the said Quarter Section, 1451.11 feet; thence North 88
dc•Nrc•c'rr UU minuteFi UO seconds West 40.03 feet to the Beginning Point;
thence North 88 degrees 00 minutes 00 seconds West 715.00 feet; thence
South UI degrees 03 minutes 53 seconds East 874.82 feet to the North-
westerly right-of-way line for U.S. Highway 31 per Warranty Deed
recorded in Plat Book 248, page 216 in the Office of the Recorder of
Hamilton County, Indiana; (the next three (3) described cour9es being
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 37 seconds East 151.33 feet; thence North 16 degrees 54 minutes
30 seconds 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.
CHURCH
rn
J
W
IL
W
W
3�
IZ
Zo
QN
J yi
J
Q a
traffic
will be alIowed on prepared subgrade prior -
to pavi rig.
til l
st rpet
constr uc_t i on wi thi n the l i nes of dedi cated
r i qht-cif -way shal l bi
.i It
:-i_cordan(_e
with the Specifications of the City of
Car mei .
14 . F'r c per—ty line- cor ner sof sty eet i nt.er t_ect i ons ar-P roUnded by art arc havi rig
<_) 1";` r adiutsi. Property lines drawn hereon are carr ied to thc> P. I. of the arc.
1-,. r; I-e,iiporLir-y seeding n)ivture in the area=_ where stripping of fills have been
cir-acied sha1.1 be seeded for silt and erosion protection. After gradirig all
consatruction area=; Lir a to be seeded as fol lows:
(�.
",wale seeding -- Seed arid fertilize within construction limits with
t 1' „ ' n ' c �` , " " girl#/ acre "Blue Grass"
E,#.. cicrE9 F�.E_dt op ' tlr �+_-s, " C #i acre Rye Grass ,
:`51 " �,
,#/acre Tall Fescue grass, and 6)'C#/acre121212 ��� fertilizer.
D. Cut/Fill Seed ng Al onq F'ar k i rig Areas -- c>eed and f er t.i l i ze with 2541/acry
"Tall FescLre" grass, 20#11acre "Rye Grass", 1`_,#/acre "01Ue Grass" and
6()(.144/acre1�' 1�'=1�' fertilizer.
Thi lc)cation of hoicsE>c: (depicted by rectangles) show the pad Elevation and'or
c„ i t= i rle qr' ade. The f i n i �_:tie(j floor e1evat.ion is 8 inches h.i caher- , more or 1 E ss
than the outside _grade.
1'. IL �hal I be the rPaporisibi1ity of each coiitractor to verify all e>:isting
utilities and conditions pertaining to his phase of the work. It shall also
L. u thc, contractors re.ponsibility to contact the owners of the various
LctiI i. ties before wor k: .is started. The contractor shall notify in writing
t.ht. owner s Ind/ or the Longi nee r -s of any c hanger, Err or s, or omi ssi ons found
on these plans or in the_ field before work: is started or resumed.
18. Al 1 car ai nage pi pe acid di tch oUtf .al 1 s to r ecei vi ng streams shal 1 be
constructed in accordance with drawirigs, subject however, to any modification
rcequi r ed by the Ci ty of Carmel at the t i me installation is completed arid to
aria adjusLmeritrs needed for field conditions that cocild not he anticipated
On the design drawings.
Cc)r,t.ract.or to record dime-1nsion S., measured along sewer line from nearest
m,arrhol c� to each %ani tars sewer 1 ateral .
2,0. Contractor to rt:'cord dirnerision of each water stub from nearest fire hydrant
mcaa,surod along the water main.
1. T1 it Above Iocatic,ric of laterals, along with any other construction changes
.•r -E1 t o be i iicc)r por-ated on the original construction drawings and record
dr awi ngs sLcbn,i t ted Lu the Ci t.y Engi neer 's Of f i ce as soon of ter comp 1 et i on
of c-onstr-Lcction as possible.
si TE
CARMEL
IN DEX
F01?
PLAN
BRETHREN
OESCRIPTION
•
Part of the Southwest Quarter of Section 24, Township 18 North, Range 3 East
in Hamilton County, Indiana, being described as follows:
ConunencinJ', at the Northeast corner of the said Quarter Section; thence
South UU det;rec•s 06 minutes 42 seconds East (Assumed Bearing) along the
Eclat line of the said Quarter Section, 1451.11 feet; thence North 88
dc•Nrc•c'rr UU minuteFi UO seconds West 40.03 feet to the Beginning Point;
thence North 88 degrees 00 minutes 00 seconds West 715.00 feet; thence
South UI degrees 03 minutes 53 seconds East 874.82 feet to the North-
westerly right-of-way line for U.S. Highway 31 per Warranty Deed
recorded in Plat Book 248, page 216 in the Office of the Recorder of
Hamilton County, Indiana; (the next three (3) described cour9es being
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 37 seconds East 151.33 feet; thence North 16 degrees 54 minutes
30 seconds 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.
CHURCH
rn
J
W
IL
W
W
3�
IZ
Zo
QN
J yi
J
Q a
,n
ac
W
W
Z
0
Z
W
J
V)
Z
0
W
at
SHEET NO
1
OF 5
W
0
K
d
e
V)
2
W
Z
Z
-
Q
J
a
O
Z
Q
W
W
p
W
=
W
Z m
arirti
N
r? NCr
W
Q
U
W
r
W
Wa cc
t9 Z D
W
W
J — O
O Z _ J
W
rn
= ro
a:O r
atritta
oar°
Z Q
OD
W
Z
Oa._.
0ZW)
3
OZM
,n
ac
W
W
Z
0
Z
W
J
V)
Z
0
W
at
SHEET NO
1
OF 5
W
0
K
d
e