HomeMy WebLinkAboutSpecifications and Details�t
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$ITE NOTES L�,AINAt,t,, GKAUlNG !Sc tKUSIUN CAN I ttC�L. NUI t5
r' ii xi i di i n ri r i ni w rk
H i r vi 1, ontractor t v,nt a e stn con t o s a to be n n o,
1. Site Information was taken from omiiton County G S data p o ded C o y g p g g
by the Hamilton County Surveyors Office, latest edition.
It is the contractor's responsibility to verfy existing site conditions 2. . ^.!! grad'sng; earthmaviny :nark to be dons in strict eccardnnce :vith
prior to starting work. all State and Local Codes and Requirements.
3. Land alteration which strips the land of vegetation, including regrading,
2. The contractor shall be responsible for obtaining or verifying that shop be done. in a way that will minimize soil erosion.
all permits and approvals are obtained from the respective city.
county, and /or state agencies prior to slotting construction. 4. Prior to ony other construction, a stabilized construction entrance
shall be constructed at the new entrance to the cots .along Cherry
3. Tire cuniruciur siruii wnsuii whir the Lucas 'vr'uter Cornpuny, Tree Road Only.
provide all .materials and labor, and pay ail costs not borne by the
Local Water Comoony to provide any the water service. 5. The duration of time which on area remains exposed shop be kept to
a practical minimum. The area shall be stabilized as quickly as
4. The contractor shat) consult with the Local Gas Company, practical with temporary seeding per amounts shown In note ff 8
rovide ail materials and lobar, and u al; Casts not borne b the
p p "y Y and with erosion contras blankets on ail scopes and Areas shown.
Local Gas Company to provide the new gas service.
6. Permanent and final vegetation or structural erosion control devices
5. The Contractor shall consult with the Local Power Company, shall be installed as soon as final grading is completed for each
provide all rnoterials and Jabot, and pay oil costs and fees not borne drainage structure or excavation.
by the Loco! Power Company to provide the new undaryround �!eC ±rice!
service. v 7, Surface water shall be diverted away from the project area wherever
possible. As earthwork construction progresses, the. contractor shall
6. the Contractor shall consult with the Local telephone Company, take care to avoid creating ony inadvertent run -off accumulation. At
and shall provide oil Tabor and materiafs required which are not borne the end of each work doy, the. contractor shgfi survey the site and
by the T,alanhnna ('mm�nny to nrnvid? thv now fPlaptinnp servira ,,,ak° an +� neCessa ^� earthwork ..d 'stments tC i ^,sure drat ^.a ^°
grope.
and avoid potentiolrhozords to adjacent landowners. 7�
7. AJI utility service lines shall be constructed in accordance with act the
lutesl uppiicui�iC cucJes and iu such utility's unc)jur city's stunJurds. $. During construction ail permanent stapes shah be temporarily
seeded with a mixture of mulch, Crown
fi Snil jhprin�c hnvP hePn nrrfnrmpri At this t +mP A grail. hanrin� rnpr�rit�r yotrh qt tha rite pf 2n Ihg. ter nrrp trail, fac�Lp of the rQ +g of
of 1500 psf has been assumed. 25 lbs. per acre, 20 lbs. rye grass per acre, and 5 lbs. red top grass
per acre immediately after construction. Cut and f!t seeding ofang streets
9. Provide sleeves for mechanical work as required. shah be 25 lbs. foci .fescue per acre, 20 lbs. rye gross per- ocre, 15 lbs.
blue grass per acre, Ali cut and fill areas shad be seeded with 40 lbs.
10. Nntify Fng'rnePr of fenst 1 doy I74 hours) prior to placing any concrete. of annual rye gross immediately foilowinq excavation.
9. A!f sediment control measures shalt be installed prior. to cleaning grad
11. Baektill around oil structures and in oII trenches beneath paved areas grubbing operations and shall be mointoined until permanent ground cover
shall be in accordance with INDOT Section 211. is established.
12. Refer to INDOT Standard Specifications, latest Edi #ion, for bnsic materials
and CQF1StruCtlOn mettladS. 1D. Ali Sedill�Ent %c7i- rtii,lriSeu`SurES S'?.rail `v@ NcrfUrrlieu iYl StrrGt aCCurdgnGe
with. the- plans as approved by the City of Carmel and Soi! and Water.
13. The contrcctor shalt excavate, demolish, remove and dispose of the debris
form th® areas as directed by the owner. 11, The Contractor shall provide adequate erosion protection measures
� E "'..� �,�� '� ,��� «, , , .�, ;: T ; .:�M.�e; during construction such as, but not ;united to: 5iltatian basins, Sift
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e� � ,.°#'"-r >t i " -� ��,,� t e+, a,,. ;+,...,. c .r r„ .,a ,.i.. ,+ c,, c „� e,:i. nf.
r.,:, -
•� ,: •fin. s x,,. �, �;';: 7,4,_ .� ,._, � �,, &..�_ ,� �.. ,raDa, ,,.,an „Jc ,��ca ..a +. .,..r�c� �luJ,., nr,u .,..cdin ^, „oi; >,a.,, t..,,.,
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�. 4 .� �'� .��;� .. ,.. �,., ��.� :;.; „�T .,, ,,.,. .;,_� <., ... �„, u �:� �r`�. fabric nd Jute nettin
SEEDING �PECtFICATION `�:._ .. 12, Prior to Construction of any pPrmanc:nt structures, p.l topsail grad organic
u �'� « r.` � � � -:.:; ;, matter, frozen, wet "soft, loose, ar undesirabie sot! shall be rernaved. Topsoil
�. ��, .tr � �+" #�'-���};:., e. "� a m; r} sift ' +,nrheg. (fi ") nr �c hereggnru to
�.� ', '`� � Shall Fj,r? r mnvo i'n n�r-ns m rianth
i. Permanent seeding of swaies and 24' +/- behind curb shall take place between remove organic matter in the areas to be occupied by roads, walks and
March 1- May 15 or from August 10 - October 15 with 25 lbs. Kentucky Fescue, designated building areas.
15 lbs. lentucky tiJUe Grass, 1000 lbs. 12 - 12 12 fertilizer, and 3000 lbs. of
mulch per acre. 13. Topsail shalt be separated from su +table fill materials and shall not be
n .s �__ a � «•_� � a.. �� 'n, a 1r� -+• +JS� s'75 fidi iin<fpr an rcin5tr�rrfinn nrw..n5 rrr f�rti -rrP Pxnr�ngnry fjrt+r�S_
t. , giu'�CS arc Ga.a�«�a.«ed ue.NeEi+ flay ,� - UguS� v iiS2 t,Eiri parary a8 @uirig v5 y
outlined in Erosion Control notes on this sheet.
14. Storm sewer structures shall comply with current specification of
.'r. `�Gr seeding th «3t iake5 piai.e t�EiwCc'ri vCtabcr i5 - UcGcrlil'icr 3G, eithinr iyG' 'or the Ctty, county afld Oit .ag2nCIE8 in respect to design and gilnllty of
wheat may be substituted and spread at 2 bushels per acre. If grains are used construction. Granular backfill shall be required under aN pavement
'� they shaft be cut dt the time of permanent seeding. areas and within 5 feet of the edge of pavement areas.
4. If temporary seeding is established prior to � permanent seeding, the mulch nay be 15 Trenches shall be opened sufficiently ahead of pipe laying to reveal,
eliminated except for exposed areas. b �r ,. „d ,� „ h„ , , �,,,, +,.,, �,, i ,,,,
a 3., uc <�ans. ..�, .., d., .. pr.;pc�•y pr.,......,.,, .,, �.,, cr bnrricaNwd
°'� when left.
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'��°= 16. Trenches shat! be sheeted and graded as necessary to protect
�'� workmen and adjacent structures: Ali trenching shalt. be done in
" accordance with RS.H..A. standards ±a protect yyorkrr,en.
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�� ��.�, : �� .�, 17. The subgrode shall be proof rotted wi ±h suitable equipment and all
;:. �,a.:
r � s ongy na a.herwise. unsurtab matenat shall be removed and
n �`« replaced with suitab�e maferial.
t. I I - rrr G
�1 18. A J filled .paces under proposed sto and sanitary sewer nes
., � ,',a�r�.6 ,��� I; �, ° #; � 9e��,��� +�� ,`• ���..��:ti andJor paved areas shall be: Comper;ted to 90 % of maximum density
. � � +� maxrmumr11denslty as 4dete mined �by�the «Stan rr,t,,act Test or y5�
" ci
.. r. � .lord /?roctar Test
19. Extr -o .strength Reinforced Concrete Pipe to be placed under paved
a 4rea5 anu t'i ti'�rinkl runt CGSCi Gr t�* 5J"rGr uc Ti`«au«<uiued.
�4'� s,
k� �' 20. Storm water sediment traps shall be cleaned when they become half
.: � �;:
fitted with sediment and after permanent. ground cover has beer,
�- established.
21, Anchor ail erosion control blankets as required per manufacturers
'' recommendations..
22. Ail swaies shall be seeded immediately after fina grading.
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� +�,ra, � ��_ The �uhfiivigirsn dnrg lie - within fl known flnnri rfr7in (7nnP R) !aer
?u.,
- #� �EMA AAlood Qlnsuor�nce Rate Map, ,Panel No. 180081 - 0004 -C, effective
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�ar fir-, "r :,'� °d.:
Z Curb Box Wlth CovAr ---� � �
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SUITABLE
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ANiJuAi_
RYEGRASS
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N T
�1 ' Or Srra 11er Service Line
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Shal! Be Direct Tap Unless
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1 2
Approved By Carmel Utfl /t/es.
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5.5 -8.3
� TO WIRE FENCE & E:�TEND
/
(RED CLOVER) 5
2J Corpora lion Stop Shall Be
Curb Sto Co»cretP Block
Brand And Model Approved By
\
KENTUCKY BLUEGRASS 15
Carme! Utilities.
`- Corporation Stop
2
3J Service Ling Tap Shall Be
��`` + /yam Muellerri- ISuuB, Or cqua!
0.4
Insta!!ed W/th A Min, Horz.
I✓a ter Main
STAPLE WIRE FENCING
SPpera lion OF 24'.
Duui>ir .i lr u/.i
TO FENCE POSTS
Service Saddles'
TALL FESCUE 15
4) 1 ?' And Larger Lines
5.8 -7.5
2
Require A Sw /ng Jo /n t A t to cNpd
Len th - Varies 1' t'
To Corpora lion Stop
� lVerlfyJ
TALL FESCUE 35
0.8
5.5 -8.3
2
1
tMtRALU GtlCJWN Vt1CH 10
���� � c-- � J�
-�
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o
- `6oYper Scr>.•ic� Lr�.^
'�
Srr -vice Suiiri:r 14uy fie- urlittru iGF .ie��viCrS 1'
Fi.9
5.8 - "7.5
And Smaller And Direct Taps Mode To Ductile
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CREPING RED FESCUE 40
Iron Pipe, Class 52 Dr Greater.
CVer /Fy Vith Owner !-or Pressure Class D!P)
PERENNIAL RYEGRASS 170
4.0
5.8 -7.5
i
CARMEL UTILITIES WATER SERVICE
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DETA {L � �' � � ° ��. +;�4
5.5 8.3
2
Y.v
NOT TO SCALE . ,, y ,,> ,, .,
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,SS
.....sss.., e.- _ ..� � 91
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d. � L: at ... �.... a .. .. . : :�e4W 'qd. . ... :is �_ i
PERMANENT SEEDING
SPECIES lbs. /
lbs. %
SUITABLE
DRY
WELL WEf
. ^.0 °.E
i, ^DO �.f.
ow
ANiJuAi_
RYEGRASS
_ -____
nonlNED
LEVEL / SLOPING OPEN AREAS �
lJF £fLC�E 't PEA�'ffi
-' -^
TALL FESCUE 35
0.8
5.5 -8.3
2
1 2
TALL FESCUE 25
0.6
5.5 -8.3
� TO WIRE FENCE & E:�TEND
1
(RED CLOVER) 5
0.12
IT INTO TREtJCH
EXCAVATE 4" x 4"
z
KENTUCKY BLUEGRASS 15
0.4
5.5 -7.5
2
t
CREEPING RED FESCUE 15
0.4
0
� II
"~-
STAPLE WIRE FENCING
STEEP BANKS
�1
TO FENCE POSTS
TALL FESCUE 15
0.4
5.8 -7.5
2
t Z
KENTUCKY BLUEGRASS 25
0.6
GRADE
TALL FESCUE 35
0.8
5.5 -8.3
2
1
tMtRALU GtlCJWN Vt1CH 10
0.25
LAWNS % HIGH MAINTENANCE AREAS
KFivTUCKI' nL'uEGRASS 40
Fi.9
5.8 - "7.5
2
}
CREPING RED FESCUE 40
0.9
PERENNIAL RYEGRASS 170
4.0
5.8 -7.5
1
raLL FESCUE 170
4.0
5.5 8.3
2
1 L
1 = PREFERRED 2 � WILL TOLERATE
_ TEMPORARY SEEDING
KIND OF SEED PER 1000 sq. ft.
PER ACRE
REMARKS
WHEAT OR RYE 3:5 lbs.
2 bu.
CO` ✓ER
SEED
1 " - 1 1 /2" DEEP
SPRING OATS 2.3 ibs.
3 bu.
COVER
SEED
1" DEEP
ANNUAL RYEGRASS 1 lbs.
40 lbs.
COVER
WITH
MULCH
SEED J�l1XT11RES
NOr Tp SCALE
FRncION C�NTRnL NnTES
1. Contragtor to verify at! existing ..anditiars prior.. to bey,n .,,, ^y v:ork.
2. All grodingjearthmoving work to be done in strict accordance with
I cal 'o s rand Re uiremen s.
q I State. and Lo L de q t
3. Ln rats nitaratinrs yrh �rh ct ring the+ Innrf. ref yngp {r�1rnP., Inrlur�tng regra'"�inr3
shall be done in a way that will minimize soil erosion.
4. -the ducat +on of time which an area remains exposed shall be kept to
a practical minimum. The area shat! be st.gbilized as quickly as
prartir @I yyith tprnpnrr�ry seeding rapt mm�r.rntc shown in nntP fij
and with erosion control blankets on ol! stapes grad areas shown.
r i n n' i vi
P r n fin i ve i lion or structu a erosro c fro ae ces
5. e manent o a a e o 0
9
shall be installed as soon as final grading is completed for each
drainage structure nr Pxcavation.
6. .Surface water shalt be diverted away from the' project ores wherever
pussiu +e. Aa eurthwork �un8t.tu4trvrl prugrCS:;ca, t!re uurhitLivt s' +uii
take care to ovoid creating any inadvertent run -otf accumu +anon. At
the end of edch work day, the c.ontractar shaiF survey the sits and
make any necessary earthwork adjustments to insure proper drainage
and avoid potential hazards to adjacent landowners.
7. Ail. permanent slopes shall be seeded with a mixture of mulch (3000 �}
1000 lbs. Y2 -12 -12 fertilizer per acre, and red fescue at the rate of
40 Ibs per ocre, and 40 lbs. blue grass per acre. from. March 1 to May
i 5 and August 10 to October 15.
-Ali I r h JJ ins it ri r to cl rain and
$. sediment Contry measu es s a be to ed p o eo g
grubbing operations and shall be maintained until permanent ground cover
rs estabtrshea.
9. AJI sediment ,-nntrn{ mPnstues shnll he pPrfnrmrrt in strir,t ncrnrdnnre
with the plans as approved by the City of Carmel.
10. The Cantroaiar shah provide adequate erosion protection rfiteasures
during construction such as, but not limited to: .Siltation bnsins, Silt
traps, Straw bale dames, Soil Cement, Mulch and Seeding, Soil stabilization
fabric, and Jute netting.
11. Erosion control blanket by 'American Excelsior Company' (or equal),
Anchor all erosion control blankets os required- per manufacturer
Gur1Px Products 'Ct:�rlex Erosion.. Control Blanket (48" long) 78 � roll
Staples shat! be ? ? gauge U-- shaped, 6" tong, and r'? >.�iimum 1' crown.
Drive staples vertically into ground and use (4) �tapies at ends of roll.
For slope installation, staple along length of roll pt 6 font intervals.
For swats liner, staple along length of role at 4 foot intervals. Another
row of staples shall be placed, in the center of the blanket alternately
;paced f.;rm staples at coot: ,:ids of row.
12. Any grades established between May 75 to August 10 shah provide
temporary seeding consisting of 40 lbs. per ocre of annuot rage gross.
13. For ony seeding that takes place between October 1 5 to March t ,
either rye or wheat may be substituted and spread at 3 bushels per
acre. If grains are used they shall be Cut at the time of permanent
seeding, Cover seed with rnuich i -- i 1 /2 in. deep,
14. If temporary seeding is established prior to permanent seeding, the
mulch may be eliminated except for exposed areas.
I��y
TEMPORARY SEEDING
1
WHEAT /
RYE
,IAN f FFP
�
MAR I AP� ,IIiN i ,IUi � Alih SFP
I �
n(`T NnV nFC
_��
OATS
//
ANiJuAi_
RYEGRASS
_ -____
J._- - - --
--- -__
lJF £fLC�E 't PEA�'ffi
PERMANENT SEEDING
_
j NON -
I IRRIGATED
-_
- Tom._..- ._._..T- ..-T.- _
ATTACH FILTER FABRIC
(�- IRRIGATED
� TO WIRE FENCE & E:�TEND
DORMANT
idOTES:
IRRIGATION NEEDED DURING JUNE AND JULY. TO CONTROL EROSION
AT T!MES OTHER THAN !N THE SHADED 4REAS, USE'. �A,LII CH.
LATE SUMMER SEEDING DATES MAY BE EXTENDED 5 DAYS IF MULCH
JJ APPUEu
INCREASE SEEDING APPLJCATION BY 50 % bURfNG DORMANT PERIODS.
SEEDING SCHEDULE
Nor ro SC:ALE.
USE ?. COI+ #MO ^l ROW OF
STAPLES ON ADJOtNiNG
B NK S --
LA ET - - -r°
1 i� \�
�M..Ih c,!lN -
WEEKLY TO i BEH�Ci TAJJ�B HOLD.
Ad.L A�8 TW T !�? '�O �
9HALL 8E UOPE A8 QUICKLY A8 PRACTICAL
C,ftA� � &iAll. 8E WATl�U A$
t�EfS�BAflY TQ PFifJMCiE G1R01KTH
STAPLE PATTE
r n T i ore F
D�AlL
.��
f � i�>i+«
REGULAR BACKFILL
' BORROW OR EQUAL
2ANULAR MATERIAL
)MPACTED TO 95
�ANDARD PROCTOR
_N�ITY
NOTE: ALL BEDDING & INITAIL BACKFILL
SHALT. BF INSTAL t_FD iN 6" - 1 ?"
BALANCED LIFTS
A AnJ1SJiJrUM 9" CF CL�:F;AFJCE
SHALL BE PROVIDED ON EACH
SIDE OF THE INSTALLED PIPE
CONCRETE PIPE TRENCH DETialil. (��ORE FN.A.N 5' FRGtM. {r /,UT.� 5
SCALE: 1 /2" -- % � -0" ,3
PROVIDE TRANSITION BETWEEN STABILIZED
CONSTRUCTION ENTRANCE AND
_' EYicrfn,JC R0, ^.DW ^Y
50' MIN.
� EXISTING ROADWAY 7 � �I
> (ASPHALT)
i
NOTES:
1. 1 " - 2 1 /2" CRUSHED STONE, N07 LESS THAN FULL WIDTH OF INGRESS AND EGRESS.
2. WHEN NECESSARY, WHEELS SHALL BE CLEANEG TO REMOVE SEDIMENT PRiOR TO ENTRANCE ONTO PUBLIC
RIGHT -OF -WAY. IT SHALL BE. DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO
AN APPROVED SEDIftFNT TRAP.
� 3. THE ENTRANCE SHALL BE MAiNTAJNEO IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF
SEDIMENT ONTO EXISTING ROADWAY. ALL SEDIMENT SPELLED, TRACKED, OR DROPPED ONTO PUBLIC RIGHT -
OF -WAY MUST BE REMOVED IMMEDIATELY.
STA81L1ZED CaNSTRUCTIDN EXiT 6
NOr ro SCALE ;3
USE 4 STAPLES ACROSS AT THE START OF EACH ROLL
I\N,^, Cv�JTi Nt�E T(1 CTI�OLE Tl -IAGI, GLJ f411T Tl-!E LE�JGTH
OF THE ROLL. (1.00) STAPLES MINIMUM PER ROLL.
� / / \ ^ j \/ f i /% i / / \ /
NOTES: LUG
1. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO
ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS
ACCUMULATED TO 1/2 THE DESIGN DEPTH OF THE TRAP.
SILT FENCE DETAIL
.voT Ta sc4: 3
r
4
ER06iON CONI�IOL ONCE
i) INSTALL STABIL,gED ENTRANCE WFEN
R�?B!LIZWG EXCAVATON EOlJPNIBrff.
27 INSTALL SLT FENCE PRK3R TO
INTTATMK3 ANY EXCAVATION.
3) PROVK�E TE�'ORARY SEEDING AND
ERO@KJN CUIYTROL BLANKETS
I TE Y AFTER BACK FIWIVG
MMEDIA L
EXCAYATK?hIS.
Li) Ii�ISTALL t�rlMMr`f�l� r �7LGDIIRi AJ
SOON AS PRACTICAL ONCE EXCAVATION
ANi? !�A'f M4YINO AGTiY[TIES ARE
COMi'LETED.
EROSION CONTROL NOTES
T 7 At
1- H T F R R SION N ROL NO ES & DET LS.
S S EE 3 0 E O CO ,
EE :^�
L. ALL. tRG5101V COIYTROL I�IEAJUREJ, ILMPGRARY JLEDIIVG, .AiJD PLt�MANi =1VT JELUIIVG jHALL
CONFORM WITH THESE CONSTRUCTION DOCUMENTS AND THE HAMILTON COUNTY SOIL ANp WATER,
CONSERVATION GUIDELINES.
3. ALL DISTURBED AREAS WITt -IlN TH) RIGHT -OF -WAY AND EASEMENTS SHALL BE TEMPORARILY OR
PERMANEiJTt,:r SEEDED PER SPEGiFiCAT1GN5 ON THIS SHEET AiJD SHtET :.
nrnT�c
1. BENCH MARK
TBM # 1
TOf OF ....�IJNG OF LXIJTIIJG .,AT�11 F3AJiP:, �OCATCD AT NCRTliCr1JT CORNER OF
INTERSECTION, 34' EAST OF STREAMSIDE DRIVE AND 53' NORTH OF CHERRY TREE ROAD,
ELEV. - 770.16'
COND - GOOD
2. ALL PROPOSED SPOT ELEVATIONS SHOWN ARE TOP OF PAVEMENT OR GRADE UNLESS
OTHERWISE NOTED.
3. ALL CURB RADII ARE 25 FEET TO FACE OF CURB UNLESS OTHERWISE NOTED.
4. AI.L STREET DIMENSIONS ARE TO EDGE OF PAVEMENT.
cEE S}- IEr�-T 3 FnR GR ^,C! ^!G, SITE, AND EROStOP! COPJTROt NOTES & CETr,ILS.
6 WATER SERVICE SHALL BE EXTENDED TO THE SUBDIVISION FROM THE SOUTHEAST CORNER OF
THE SUBJECT REAL ESTATE TO THE NORTHEAST CORNER OF THE TRACT.
SAN!TA.RY SEWERS SHALL BE CO ^INECTED TO THE Ex!ST!NG SA.N!TARY SEWER ALONG THE WEST
RIGHT -OF -WAY OF CHERRY TREE ROAD AT THE SOUTHWEST CORNER OF THE SUBDIVISION.
8. SIURM WAItR URAIfJAGt SHALL 5Httl FLUW Ill IHt WtSI IHtN UUILtI Ill IHt kMILY
VESTAL LEGAL DRAIN.
9. LANDSCAPING AND PLANTINGS SHALL COMPLY WfTH THE. CARMEL. SUBDIVISION
CONTROL ORDINANCE.
10. ALL COMMON AREA SHALL BE 50' (MIN.) IN WIDTH AND SHAt.L BE MAINTAIIJEU BY HOMEOWNER
ASSOCIATION.
11. A 40' HALF RIGHT -OF -WAY SHALL BE DEDICATED ALONG CHERRY TREE ROAD.
12. ALL EXISTING TREES SHALL BE PROTECTED AND MAINTAINED AS SHOWN.
' 3. ALL EROSION CONTROL MEASURES. TEMPORARY SEEDING, AND PERMANENT SEEDING SHALL
CONFORM WITH THESE CONSTRUCTION DOCUMENTS AND THE HAMILTON COUNTY SOJL AND WATER
CONSERVATION GUIDELINES.
14. ALL CONSTRL'CTiO ^J WITHIN EX1STlP!G ,4r,lr� pa,Opt)SED DEDICATED R1G4- ITS- OF -Wr'1Y SHALL CONFORM
WITH THESE CONSTRUCTION DOCUMENTS AND. ALL REQUJREMENTS ANp SPECIFICATIONS CF THE
WAMILTON COUNTY HIGHWAY DEPARTMENT AND THE CJTY OF CARMEL UTILITIES DEPARTMENT.
t 5. ALT. SANITARY- SEWER CONSTRUCTION SHALL 8E INSTALLED ACCORDING TO THE CITY OF CARMEL
5F'EC1FiCAT!0 ^!S AND THE If`IDIAPtA DEPARTMENT OF ENt!!RO *iME?`lTAL tufAN!AGEf.4E!`!T•.
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- - - --
FENCE POSTS
ALL SLT �3 AFE
//
70 BE PLACED AT TOE
lJF £fLC�E 't PEA�'ffi
OF f�iADHK` AREA
i
ATTACH FILTER FABRIC
� TO WIRE FENCE & E:�TEND
�
IT INTO TREtJCH
EXCAVATE 4" x 4"
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TRENCH UPSLOPE
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ALUNG NU5T5 - --
0
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STAPLE WIRE FENCING
II
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TO FENCE POSTS
(BACKFILL & COMPACT
EVC. ^.1.gTED SOiL
GRADE
INTO TRENCH)
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NOTES: LUG
1. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO
ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS
ACCUMULATED TO 1/2 THE DESIGN DEPTH OF THE TRAP.
SILT FENCE DETAIL
.voT Ta sc4: 3
r
4
ER06iON CONI�IOL ONCE
i) INSTALL STABIL,gED ENTRANCE WFEN
R�?B!LIZWG EXCAVATON EOlJPNIBrff.
27 INSTALL SLT FENCE PRK3R TO
INTTATMK3 ANY EXCAVATION.
3) PROVK�E TE�'ORARY SEEDING AND
ERO@KJN CUIYTROL BLANKETS
I TE Y AFTER BACK FIWIVG
MMEDIA L
EXCAYATK?hIS.
Li) Ii�ISTALL t�rlMMr`f�l� r �7LGDIIRi AJ
SOON AS PRACTICAL ONCE EXCAVATION
ANi? !�A'f M4YINO AGTiY[TIES ARE
COMi'LETED.
EROSION CONTROL NOTES
T 7 At
1- H T F R R SION N ROL NO ES & DET LS.
S S EE 3 0 E O CO ,
EE :^�
L. ALL. tRG5101V COIYTROL I�IEAJUREJ, ILMPGRARY JLEDIIVG, .AiJD PLt�MANi =1VT JELUIIVG jHALL
CONFORM WITH THESE CONSTRUCTION DOCUMENTS AND THE HAMILTON COUNTY SOIL ANp WATER,
CONSERVATION GUIDELINES.
3. ALL DISTURBED AREAS WITt -IlN TH) RIGHT -OF -WAY AND EASEMENTS SHALL BE TEMPORARILY OR
PERMANEiJTt,:r SEEDED PER SPEGiFiCAT1GN5 ON THIS SHEET AiJD SHtET :.
nrnT�c
1. BENCH MARK
TBM # 1
TOf OF ....�IJNG OF LXIJTIIJG .,AT�11 F3AJiP:, �OCATCD AT NCRTliCr1JT CORNER OF
INTERSECTION, 34' EAST OF STREAMSIDE DRIVE AND 53' NORTH OF CHERRY TREE ROAD,
ELEV. - 770.16'
COND - GOOD
2. ALL PROPOSED SPOT ELEVATIONS SHOWN ARE TOP OF PAVEMENT OR GRADE UNLESS
OTHERWISE NOTED.
3. ALL CURB RADII ARE 25 FEET TO FACE OF CURB UNLESS OTHERWISE NOTED.
4. AI.L STREET DIMENSIONS ARE TO EDGE OF PAVEMENT.
cEE S}- IEr�-T 3 FnR GR ^,C! ^!G, SITE, AND EROStOP! COPJTROt NOTES & CETr,ILS.
6 WATER SERVICE SHALL BE EXTENDED TO THE SUBDIVISION FROM THE SOUTHEAST CORNER OF
THE SUBJECT REAL ESTATE TO THE NORTHEAST CORNER OF THE TRACT.
SAN!TA.RY SEWERS SHALL BE CO ^INECTED TO THE Ex!ST!NG SA.N!TARY SEWER ALONG THE WEST
RIGHT -OF -WAY OF CHERRY TREE ROAD AT THE SOUTHWEST CORNER OF THE SUBDIVISION.
8. SIURM WAItR URAIfJAGt SHALL 5Httl FLUW Ill IHt WtSI IHtN UUILtI Ill IHt kMILY
VESTAL LEGAL DRAIN.
9. LANDSCAPING AND PLANTINGS SHALL COMPLY WfTH THE. CARMEL. SUBDIVISION
CONTROL ORDINANCE.
10. ALL COMMON AREA SHALL BE 50' (MIN.) IN WIDTH AND SHAt.L BE MAINTAIIJEU BY HOMEOWNER
ASSOCIATION.
11. A 40' HALF RIGHT -OF -WAY SHALL BE DEDICATED ALONG CHERRY TREE ROAD.
12. ALL EXISTING TREES SHALL BE PROTECTED AND MAINTAINED AS SHOWN.
' 3. ALL EROSION CONTROL MEASURES. TEMPORARY SEEDING, AND PERMANENT SEEDING SHALL
CONFORM WITH THESE CONSTRUCTION DOCUMENTS AND THE HAMILTON COUNTY SOJL AND WATER
CONSERVATION GUIDELINES.
14. ALL CONSTRL'CTiO ^J WITHIN EX1STlP!G ,4r,lr� pa,Opt)SED DEDICATED R1G4- ITS- OF -Wr'1Y SHALL CONFORM
WITH THESE CONSTRUCTION DOCUMENTS AND. ALL REQUJREMENTS ANp SPECIFICATIONS CF THE
WAMILTON COUNTY HIGHWAY DEPARTMENT AND THE CJTY OF CARMEL UTILITIES DEPARTMENT.
t 5. ALT. SANITARY- SEWER CONSTRUCTION SHALL 8E INSTALLED ACCORDING TO THE CITY OF CARMEL
5F'EC1FiCAT!0 ^!S AND THE If`IDIAPtA DEPARTMENT OF ENt!!RO *iME?`lTAL tufAN!AGEf.4E!`!T•.
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