HomeMy WebLinkAboutSITE PLAN - 17-00200 - Harvest Heights Division 5CIVIL SITEWORK FOR:
HARI/ESTHE/GHTSD/1//S/ONNo, S
PART OF THE SE 1/4 IN SECTION 29, TOWNSHIP 6 NORTH, RANGE 40 EAST B.M., MADISON COUNTY
Rexburg, Idaho
16123
OCTOBER 2016
PROJECTLOCAT/ON
Designed By:
AGL E ROCK
NGINEERING
CMLo PLANNING SURVEYING
IDAHO FALLS 5425 359-2665
APPROVED BY:
CITY OF REKBURG ENGINEERING DEPARTMENT
APPROVED BY:
CITY OF RUBURG FIRE DEPARTMENT
APPROVED BY:
ROCKY MOUNTAIN POWER
APPROVED.BY:
CENTURY LINK
APPROVEDBY: _
INTERMOUNTAIN GAS
0
PROVE COATAM
ELEVATION
iF
aTYOfRExBI1RG
IW
INVERT
VKHMAINGDUMTMENT
NM.MILWI
(20013593010
OWL
STD
12081 S20-2650
OWLINE[CALL BEFORE YOU DMI
RMPoRM
(000)342.1595
EAGIERIX%EWINEERING
TBC
TOPBACNCECURS
"GREET ENGINEER
MMY ANDERSON
(208)MISTS
PROTEGE MANAGES
RUDE R"D
(2091353-2625
COWL NUNNYMAPL ATKKIMAP
G-1 NOTES/INOU/ABBREYIATIONEXOMACR/OETAILS
C-1 OVEMLLSTEPIAN
mi PLANBPROME
11.2 PLAN PROFILE
ABBREVM310225
EL
ELEVATION
iF
FRNHEDFLOOR
IW
INVERT
OL
ONCENTER
RFO'0
UMBRED
STD
STANDARD
TEMP
RMPoRM
TYP
TYPICAL
TBC
TOPBACNCECURS
DWG
DRAWING
H.
HOWIINEOPa1RB
TFW
TOPPRgR Ci 510EWPLC
TBW
TOPBRCRCFSIDEWMR
1
EXISTING
THING
WILDNG
OB
GRADE OREM
mH
SANTAMSEWERMANHOLE
U
CATCH WIN
MH
SEMHIXE
ED
mwowx
ITENERAE NOTES
1. MCNG110{ MDOMWINM# RTXKY KSHA MPERCOYOFRE%MERGSTAXUMU MDISPW UMMRD$ THEDETAIE
DMWINGSHEMINSUMEMEWMEO OFRE%OURGSTAXDERM.
z, BED PALEINNATIVEEMTFRIALMOFRMULMGFRTHANSINCHINDMMFT MBEDDING. If ROU3LARGERTHAN11NCHARE
PRESENT,USF UUSHFDAGGMGAtFMYNOpSpPPROIEO "THE ENGINEER.
3. pLLOOTANCES HID MTp 511p1C BF CNECIGB BY MF COMPACTOR PRp11m DD. IX USE OF CONFLICT TNEEWIHffR SHALL 0f
NOnMDIMMFIXATELYW MTa iRaD1 MAYBEMADEPMMMMEnMTWWON.
A EIEVAIIONSSHONNMEMRNUMSURFACEMRPEINVFRTUNLMOMER"ENO M
S. THECOXTPARORSNNL RUARMDPRMCf OR REMOVEMDREPLACEALLUN0N 11I USIIRIES, DTCHULUELVFRR
FENCES, MAILBOXI% AGNS, WHTCOUG, HMOMTES, AND ALL OTHER MISCELLANEOUS TOM. MY DAMAGE DOHS BY ME
COM MRTOWSTNG SUUMFUSTOLLMMH, SIMLLBE REPHREDATCONTMCIORSFNFNSE.
& SENEGAL LIXATONS AND SOB OF METING UTILI IES ME SHOWN ON ME PIANS, THEY ARE TO BE USED FOR GENERAL
INFORMATION ONLY. 115 TIE RESPONSIBILITY OF THE CONTRACTOR M BODY MF APPROPRIATE UMM CgAPMIES WHEN
OOASTRUUN3H WOLF INTERFERE OPERATION WITH NORMAL OF MY UTILITIES, R SNAIL ALSO BE ME CONTRACTOR%
RESPONSOIUTYM MWTHEMRWUMTEMUWCIXAPMYNE1 MTEANYUBTIW MUTER WNICNMWMBEAfRCRO BY
CONSIRUCIION MOR TO BEGINNING WORN IN THAT AREA. THE CDNTMRM SHALL SE RESPONSIBLE FOR M NTNNING SERVICE
OF FYGTING MUTES AND FOR REWORK AW UTMFS DAMAGED DUE TO CONSTRUCOON AT NO MDIMNAL COST M ME
OWNER.
3. THE COMRAROR SIINL SE FJUPONSHM FOR SOLNUK SOURCES FOR GRANULAR MAIMIU, DJNOSAL NTES, AND MY
ACdTNWAL MAIFAMLS MAT IMY BE NECESSARY FOR ROPER CpI51RUCTCt1 OF THIS PROIER.
S. NWILLBEMERFSPoNNBIUIYOF1XECOTR WMMMEARMNGEMEN75FCRWATERRFOUIMDf TUDNG,CDAPAaM
MD DKT CONTROL MEASURES.
9. ME COXfRACTgI SHALL ROVIOF REQUIRED TRAFFIC CONTROL IN MCORDMCE WITH ME LATEST GERMAN OF ME MNNUH CE
DNIf pRM 1RMRC OJMRIX DA'YFE.
SMERNOTES:
1. NEWT NARY SEWER MAN UNE PIR NG E TO BE ASTM 03034 SOL 3S.
2. Hl STORM SE W FR PIPING IS M BE ADS H 13 HOPE SGS RINEO PIPE.
3. ALL SWISS SERVICES TO EACH BUNMNG MF M BE 41N 5M 3S PVC UNLESS SHOWN OTHERWISE. AAL WHIM
SEWER SMMCES SHALL EMPED 15 FEET NM ME PROPERTY AND BE WIDE MM Ab4
4. GRAIN ALL FINISH SURFACES AWAY FROM MANHOLE MS.
S. STGMVMSFWUNPEPER6 SECIICIIS 501.3i.
&CDISIRUCEN MRMYSEWERMMNOUSRRBNVC3WBUMWDDMWIWSSOSOL
3.ALLNPESEDDINGTO BECDUTRUC EO PER ISRVCMD8SLMCARDDMWINGSSDd &SD 302.
&ALLMNRMYSEWRRMCEUNUMETOBFCIXEMU DPER 5NYC IWR 3TMDM0 dUWINGS SO SIL
SOSIIAMOSD512
9.DONOfN10W MORE TWW 12'RCAAD 0.INGSONMMHOUSBOHO PLANED.
MMXIX£ NDIEE:
x ozm,wiRm,R z
WE V=—V==T
u
.'.L..
OwN16F F10W MPOV3
PROPMED/DU NG E"AMM
L1141
Bz`. r,
EXISTINGWATERME
—1-E `.•—
BOUMAAYUNE
PROPa5F0(IXISIING PERF HIOMXf
m
2
PAMOSED/IXISTIWVNW
O
L;-�
PIIOPOffONXLRIW Sw NNOIE
I, .i:'
IIIIIP
PROPOED/IXRTINGSIGRM pWNINtfT
V
UNDERGROUNDWCPoVIERCOP
PPOPOSEO/EXIB)IXG PoWERMIE
ORMAGEFLOWBREARUNE
{�.
PflOPOSfD/fMbTW 51REEiWM
PROPOSED/f11STI GOURBANDGUFM
—YB`
OwN16F F10W MPOV3
OPROPoSEDpSPHAIT
SNEITARYSEWERMMN
DCONCRETE
EXISTINGWATERME
—1-E `.•—
BOUMAAYUNE
-- --
CENDRUXE
----
SEMNUHE
- -
EMMWGRWNDCOMWR
—YB`
PARSSURE LINE (WATER LINFI
SNEITARYSEWERMMN
—.. t ..
EXISTINGWATERME
—1-E `.•—
IXBl GSAff RYSMRMMNl
—+—�—
FENCEUNE
- a<t
GASLNE
- -
TELEPHONE UNE
ro ---
OMHEAD POWER UNE
..
UNDfAGROUNDROWERLINE
— -- —
UNDERGROUNDWCPoVIERCOP
- —
ORMAGEFLOWBREARUNE
%51ST DMID TRWCH DETAIL ON PRNAIE PROPENh
u
W
1'VS -t
------
-,
\
Lot
Lot \ \
\.
9---
,0t.. \
60t #8
,2-0.50 acres
V b \
i \
i
1
1
1 '
1
1:
1
1
1
1
1
_ 1
I
1
I
` 1
1
I
1
I I
I
1
1
\
\
\
- Lot #4
\ 6� Lot #3
\\ \ \\ `O
\ \`�
HARVEST HEIGHTSo
\\ \\ 0
DIV NO. 4 \\
.31
� Lot#2 `
\\ \ \\
s
�
Lot#3
x
[ONSMUMON REMS: O
(n �` O IxnALL a•sM'
i•MsswfNMnYP.) N
IL/F/\•('\/�,Lj\1V�'l//\� O IxSlAu �U"Rf xX (Ty".)".)v.) W
OIxnuL MN1xa61YVL L (m.I
N
R�rl4q�a
m gas R�6
5
\ 1 I
H00.w R .W W 3.60.00 Bw0.00 bw.00 OONR cxer•<
_rr. _
lEOxlo \ ?/` \ a \_--------
m
EyM ySMH ___ ______ _ ___
,{ p, 1 �
YD P.UE ! 6TATONAND
:_
_.
......L ....
.....:....
L_. J ..
_..:.._ ........'
..:..
5112
gg
g
—)1 WS WssR91
F(E5�5
RM:SIw81
T_..
�iw�iwsiws�x
...
_....
...
..... ..
... _ ...
-
13B
WINV W[i136H
-
55]6
F eggg
c=
�
`
..
.._\\ ..
.....
\
�yy
•-
sin
i
\\
51]0
s: - �
.....!...
i
ROxs
p
iL�waxs...
5114
:.._ ._....
...
'xww muxrn s,m,a
GRWND
�FgSTNG
_ ..... .••..•••..•
_
.: _..
��.•
... ..
...�_._.
_:_.
IN$YAWg sfll ED IH WUl1O ]b W[IML :..
xQ/RIRA9.5L5139.
-l\
IIfTSTRl10XOND BRY WF4
xN6103i
.G__
.:..
:.-..
...:. .. :.....
.. '...
�RTATCN
_
5106
...:...
51W
iW Z M O
Q �
' ...
.... .
:... .t
:. _..�
.....
..1.... ..... -�_
_. -
�
6096
Q
.
Ew
�.. -I -
:.... -
:...
.. ...—
......:.
. .. ...
5098
..
..
:.....
.....: :...
...:...
r
CONSTRUCTION fTEM,fi
OINnALLB'mI mp WFXMNH "j02 iNttALL3•PAFASUM PUE (LrP.I
r 03 mnML MONNCIETWEl fFrv.l
Y �o
FPo L
t
I 1. w _ Rq] W \Nk. 9� .W NEO.W MOO.W
Tff ONTO \j(� \ - _ \ --- R ••
E%ISlIXG _ __ _ -----
w
\ \ \
ob
vIVTALLOM�m
a N —4 "
----------------------
MTA
_________________eMTA LI
VATMAW
MY "M
. .. ......
... . :_. .. .
.. AY.IM..LIRRA.MTAN
._
—
PM�5111ffi —
"W N(wA5 wE1EA rax EMN PNP.
MINA O MAYO E -UAE ACNM
FLOW TO EST�M rxN NW.
xElAl10x9P LCA EM?I N10'.
r