HomeMy WebLinkAbout09110040 Site Development Planv
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LEGEND
EXISTING EDGE C)F WOODS
EXIST�NG CONTOUR
EX! �TI�1G S�NITARY SEWER
EXISTING STORM SEWER
�4�.o PROPOSED GRA[�E
��� MA i CH F,v„STWC�
- e.�o PP,OPOSED CON�1-OUR
PROPOSED SANITARY SEWER
— —w-- — PROPOSED STORM SEWER
-oou---- PROPOSED SWAI_E
--= PRQPOSED 5� �IDEWALK (BY HOME BUILDER)
(DEVELOPER SHALL INSTALL SIDEWALKS ALONG ALL COMMON AREAS)
�� � OO LOT NUMBER
8'7L�,.1 PAD ELEV,ATION
� PAD SIZE: 40'D
(UNLESS OTHERWISE NOTED)
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NOTE:
A SOUTHBOUND LEFT TURN LANE FROM
HAZEL DELL PARKWAY TO CHERRY CREEK
BLVD. WILL BE DESIGNED AND INSTALLED
DURING CONSTRUCTION OF A FUTURE
SECTION OF CHERRY CREEK ESTATES IN
ACCORDANCE WITH THE CiTY OF CARMEL
IFICATIONS
N.P. NO P�-1D ENGINEERING DEPARTMENT SPEC
AND GUIDELINES.
MFG N11N!MUM FINISH GRADE
MFPG MINIM!JM FLOC`C� PROTECTION GRADE
THIS ELEVATI��N SHALL CORRESPOND TO THE ELEVATION
OF THE LOWE`� T EXTERIOR OPENING IN THE STRUCTURE
_— __ — PROPOSED 6" UNDERDRAINS
� EMERG�NCY Fl_OOD ROUTWG
(100 �'EAR FLOOD EVENT)
APPROXIMATF_ BORING LOCATION NUMBER
�-� -- DENOTES 4" SUBSURFACE DRAIN TO LOT
__� J___ �- DENOTES 6" S'�JBSURFACE DRAIN
�'�-ROLL CURF3
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�--_— P�=���PO�E� 4" S.S.D.
/'���`�/�/\ 766.52 TYPICaL ;� �.���, ; EAR ELEVATI�,�^;
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D.U.&S.S.E. DRAINAGE, UTILITY & SANITARY SEWER EASEMENT
n�� a,��.c_ C1A�!��AC'� I_�TI�� �Y ° �FWFR EASEMENT
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�_��� �.L B���L�iN�: SETF a�`�k �INE
N �. NOI`! �ADfAL
N.A.E IJON ACCES� EASEMENT
T.F.E. TREE PRESER`✓ATI�?r; FASEMENT
R /W RIGHT OF WAY
c�_a. Corsr�ON AREa
����FLOODWAY PER HEC—PAS CALCULATIONS BY
;TOEPPELWERTH & ASSOCIAI�ES, INC. DATED
FEBRUARY 3, 2�Q3.
' SWALE 1MLl CONNECT
TO EX._S70RM IN�ET
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1 E> CAVATIC,�J
A. Excavc�ted mo+erial tha± is suitable may be used for fills. Ail unsuitable material and all surplus
P�r_avated materiol not required shall be removed from the site.
Q, Provide and place any addltional fill materiai from offsite as may be necessary to produce the grades
required on plons. Fill obtained from offsite shall be of quality os specified for fills herein and the
source approved by the Ueveloper. It will be the responsibility of the Contractor for any costs for
fill needed.
2. REMOVAL OF TREFS
A. All trees and stumps shall be removed from areos to be occupied by a road surface or
structure area. Trees an�! stumps sholl not be buried on site.
� PR��?FCTION OF TREES
A. The Contractor sh�ll, at the direction of the Developer, endeavor to save and protec± trees of value
and worth which dn not imG�air construction of improvements as designed.
B. In the event cut r�r fill exceeds 0.5 foot over the root areo, the Developer shaii be censulted with
respect to protectivP measi�re te be taken, if any, to preserve such trees.
a. REMO'��A� OF TOPSGIL
A Ali topsoll shall be removed from all areas beneo!h future pavements or building. Topsoil r?moval sha�� the
tP to o minimum depth of 6 in�hes or to the depth mdicated in the geotechmical report provided by
nPVeloper to be excavated or filled. Topsoil should be stored at a location where it will not interfere
w'�',h cons±ruction operaticn�:. The topsoii shal� be free of debris and stones.
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q, R,ules ar�d regulotlon g�verning tne respective utili±y shall be observed in executing all work under
tn�s SP�t�o�.
F3 It shall be the responsib�li?v of the Contractor !o determine the location of existing underqround
utilities 2 workinq days pr��,r to commencing work. For utility locotions to be ma�!�ed call Toll Free
1-800-382-5544 within Indiana or 1-800-428-5200 outside Indiana.
r; �;ITE ��=P�ADINS
A, Do oll cutt�n�, fili ng, comp��tinq of fills and rough groding required to bring entire project area
t� subyrade as shown on the d�awing.
g Th? tolPrance for p�ved ar��as sh�l! not exceed 0.10 feet above established subgrade. All cther areas
shull rot exceed 0.10 feet. plus or minus the established grade. Provide roundings ct top cnc bottorr
of ban�s ond other b�eaks in qrade.
� The EngineFr ;hal! he no±ified whPn the Contractor hos reached the tolerance as stated above, so
th�t field measureme�+s ��nd spot elevations car, be verified by the Engineer. The Contrac±or sh�ll
not �em�ve his equipme�t from the si±e until the Engineer has verified that the job mee?s the obove
t.nlol"0!'1(;°.
-��!�!'��E ��RTti WRK
_: & �^. TB t� # i :
�VtP #05��62 0�� �^lE�T S�L�E GHERR�Y TREE C�s 1400 CHERRY
�REE RD APF'ROX l�f �`,�OVE EXISTiNG GROUND EAST SIDE OF
�-ni f-- h11[�dl f?All_R�)A(? :PIKE
EL�V.= 778.56
��&A �l�_:
��I!��TN BO��JPJET NUT �!�1 �IRE HYRORANT LOCATED ON WEST
SI�E STUB C�F �:I�_�';APO�� LN. JUST NORTH OF I:ICKAP00 LN.
AND ARAPCH��� ��. ��JT�F:SEC110N IN DELAWARE TRACE
"�')�iC�l�'I�!(�n•i
ELFV.= 762.05
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S&A #3:
MANHOLE T� J INTERSECTION OF STONE PINE TRAIL AND
THORNNJ000 DR. � 5806 STONE PINE TR. IN STONE
HAVERSTICK SUBDIVISION
ELEV.= 764.14
TOP STEP ON STOOP SW COR. OF ENTR1' TO wELL #� 7 SW
COR. OF �T�OP ON PROPERTY EXCEPTION
ELEV.= 775.59
NOW OR .F.cJRMERLY `
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STORM SEWER NOTE
lHE ST'ORM SEWER SYSTE)A SHALL BE OONSTRl1C1ED PER
DE9CN �pEQ AND AS APPROVED BY 1HE dTY OF
CARMEL ON 1HE FlNAL APPROVED CONSiRUC110N PlJ1NS.
DE�AA710NS FROMI 1HE APPROVED DESIGN SHALL ONI.Y BE
PERfA1TTED DUE TO SPEqAL qRCUMSTANCES OR DIFF1WLTf
DURING CONSIRUC710N AND VNLL REWIRE PRIOR FlElD
AppRpV/1L FROM A DESIGNATED REPRESENTAIIVE OF 1HE
QTY OF CARMEL M ADDI110N TO SUPPLEIAENTAL APPROVAL
�r �+E o�cN ��. �w E�t�w�noN oF rwY suai
DEVIA?tON SHALL BE INCLUDED AS A RECUIREMENT ON
AS—BWIT/FtECORD ORAWINGS SUBMITTED FOR RELEASE OF
ED
PERFORMANCE GUARAN'1EES. APPROVED DESIGN SLOPES
IOENIIFIED AS GENFRATING VELOd11ES aF 25 FPS OR LESS
(AT FULL FL01N CAPAq'T� SHALL REQUIRE AS—BIJILT
CER�IFlCATION AT 1HE TIME OF CONSIRUCTiON• 7HE
CON7RACTOR IS INSTRUCIEO TO AS—BUILT EACH SEC110N OF
STqiM pIPE �-� IT IS BDNG INSTALIED TO ENSURE
coMPU� vnTM � o�cN Puws. �rro �s �ovEU eY
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PAD DETAIL
30' & 40'
TOE OF SLOPE
� SPRING CREEK
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TH BY DEVELOPER
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� FREEMONT RANDALL
REGULATED DRAIN o I
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SUMP PIT
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WATER TABLE
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"HOLEY MOLEY"
SAYS:
1-800-382-554�
CAGL TOLL FREE
1-800-428-5200
FOR CALLS OUTSIDE OF INDIANA
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CAUTION
LOCATION OF ALL EXISTING UNDERGROUND
UTILITIES SHOWN ON THIS PLAN ARE BASED
UPON ABOVE GROUND EVIDENCE. (including,
but not limited to, manholes, inlets, voives, &
morks mode upon the ground by others.) AND
ARE SPECULATIVE IN NATURE. THERE MAY ALSO
BE OTHER EXISITWG UNDERGROUND UTILIITIFS
FOR WHICH THERE IS NO ABOVE GROUND
EVIDENCE OR FOR WHICH NO ABOVE GROUND
EVIDENCE WAS OBSERVED. THE EXACT LOCATIUNS
OF SAID EXISTING UNDERGROUND UTILITIES
SHOULD BE VERIFIED BY THE CONTRACTOR
PRIOR TO ANY AND ALL CONSTRUCTION.
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