HomeMy WebLinkAboutIncon Industrial Park No.1 AS-BUILT CONSTRUCTION
INCON INDUSTRIAL PARK SUBDIVISION NO.FOR
LOCATE® IN
S NNW 4 , SECTION 24
TOWNSHIP 10 SOUTH, RANGE 17 EAST
BOISE MERIDIAN
O W N E R TWIN FALLS COUNTY, IDAHO E N G I N E E R
INCON DEVELOPMENT CO. L.L.C. 1999
GERALD MARTENS, MEMBER EHM ENGINEERS, INC.
621 N. COLLEGE RD., SUITE 100 GERALD MARTENS, P.E.
TWIN FALLS, IDAHO 83301 621 N. COLLEGE RD., SUITE 100
TWIN FALLS, IDAHO 83301
GENERAL NOTES SHEET INDEX VICINITY SKETCH N.T.S.
ALL CONSTRUCTION SHALL 3E IN CONFORMANCE WITH CITY OF TWIN FALLS STANDARD COVER SHEET SHEET 1 OF 7 -
SPECIFICATIONS AND DRAWINGS. KIMBERLY ROAD
ALL IRRIGATION AND STORM DRAIN IMPROVEMENTS SHALL BE IN CONFORMANCE WITH MASTER UTILTY PLAN SHEET 2 OF 7
TWIN FALLS CANAL COMPANY AND CITY OF T.F. STANDARDS AND SPECIFICATIONS.
CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION WITH 3200 EAST ROAD SHEET S OF 7
APPROPRIATE UTILITY COMPANIES AND NOTIFY "DIGLINE" 48 HOURS PRIOR TO ANY
EXCAVATION. SEC 23
s ELDRIDGE AVE. (PRIVATE) SHEET 4-5 OF 7
ALL SEWER CONSTRUCTION AND MATERIALS SHALL CONFORM TO CITY OF TWIN FALLS
ch
STANDARD SPECIFICATIONS AND DRAWINGS. SEWER LINES SHALL BE PVC ASTM D-3034, SEC 24
SDR-35 PIPE. SEWER PROFILES SHEET 6 OF 7 I�RO.EOT
N
ALL WATER MAINS SHALL BE AWWA C-151, CLASS 51 D.I. PIPE AND BE DISINFECTED ORCHARD DR. N.
IN ACCORDANCE WITH AWWA SPEC. C-601. MISC DETAILS SHEET 7 OF 7
NORTH
ALL GATE VALVES SHALL BE RESI+LIENT WEDGE - AWWA APPROVED.
ALL WATER AND SEWER MAINS SHALL MAINTAIN A 10 FOOT MINIMUM HORIZONTAL ,} o�
SEPARATION AND AN 18 INCH VERTICAL SEPERATION AT ALL CROSSINGS OR BE o d
% ENCASED IN CONCRETE 10' MIN. EITHER SIDE OF CROSSING. 2 4 SEC 26 n 4 SEC 25 4
ALL HANDICAP RAMPS AND CURB CUTS, AND SIGNAGE FOR SUCH, SHALL BE CONST-
RUCTED TO 1992 ADA STANDARDS. PROJECT BENCH MARK
RECORDED OR FILED SURVEY MONUMENTS ARE PRESENT WITHIN THE CONSTRUCTION
m LIMITS OF THIS PROJECT. THESE MONUMENTS SHALL BE PROTECTED FOR THE
DURATION OF THE PROJECT. TOP OF BRASS CAP LOCATED AT THE INTERSECTION OF THE 3600 N. RD.
PRIVATE DRIVE AND 3200 EAST ROAD; ELEVATION OF BRASS
ALL SEWER AND WATER MAINS LOCATED WITHIN THE 3200 EAST ROAD RIGHT OF WAY CAP = 3816.60
(CURRENT AND FUTURE R/W) SHALL BE PUBLIC. ALL OTHER SEWER AND WATER
73 MAINS LOCATED WITHIN THE PROPERTY BOUNDARY SHALL BE PRIVATE. THE PROPERTY
OWNER WILL CONSTRUCT ALL SEWER AND WATER MAINS IN ACCORDANCE TO ALL
APPLICABLE CITY AND STATE CODES AND REGULATIONS.
s'u
IM
G ,F
.T�
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1 'Engoneers, Inc. 335-99RD1
ENGINEERS/SUR�/EYORS/PLANNERS
SHEET 1 OF 7
N
I'll y
0
w �
z
zo
® Q o0
I
_— LEGEND
L /\��n LL�
Vt ZOO
N
PROPERTY BOUNDARY UNE v
x
PROPOSED LOT LINE 0 1 4
STREET CENTER LINE - - } o I
PROPOSED R/W LINE W �0
I' EXISTING CONTOURS - - 3�-1-c�---- s F
PROPOSED RAILROAD SPUR
SEWER AND WATER LINE BY EXISTING DITCH rn M
CITY OF TWIN FALLS 0 30 60 120 PROPOSED DITCH 'n
PROPOSED WATER LINE 8^ly O p
PROPOSED SEWER LINE v
SCALE IT9 FEET ® ) w N
PROPOSE MANHOLE . ZO
PROPOSED FIRE HYDRANT(LOCATION PER C T F F.G'.8/4/99)
i NOTE ALL SEWER SERVICES SHALL BE 4"METER.
WATER SERVICE SIZES SHALL BE DETERMINED y W O w
MHi (� f AT TIME OF BUILDING
PERMIT APPUCAiION TO ASSURE OWNERS Of ADEQUATE
WATER SUPPLY. W F
N.1w.. 94- I I -_ 0
K
EJNV.-Stt&9AO9
S.INV=98.58 I1 23' ! -� - �- RDW�LIF �LROAD
(VERffY INV SEWEAAN WA EASEM� VZ N
aEV.PRIOR
W
3812
d1
E
EAiS7yG
ASTFR/V lDgyO ktltRQ90
�0 o WIN. 00:55
E _ ENV 00.67
51NV 0060 �}��1� Z�51
o e°� N.INV=00.63 2t3f1743
Z PKDP
W.INV . WI .=02.1
3g1 EINK�k9s INYW.=oa. / A .
N
0
INTERMODAL el N.INV-214' 303. a
1 e STORAGE PAD
12 PITRUN BASE - '' y
UNDER 4 OF 3/4 2/3'f
THIS PHASE NOT CONSTRUCTED --MWUSS`CRUSHED AGGREGATE LOTS ( - _ ftic*RL
1.9AC_t _ s _ rR
CQ 1 ` STORM WATER RETENTION KINK-03.03 _ STA 22+00,END PHASE NO.1
REO'D. = 6,700 C.F.± i EINV.=0313 __ SPUR CONSTRUC77ON -i
_-
O�` C.
��` LOTH a. —a 1�i` ``_ ,_
wI I ' a1 2.7AC.± //±R� (�� �a rn
Iz STORM WATER RETENTION - l I l ` RETENTION AREA ��� �,
REQ'D. 9.500 C.F.±
a O I �J `- 1I I 4:1 SIDE SLOPES - - W1NV.=O6-42-. Ey
'j 50'WIDE ACCESS,UTILITY,DRAINAGE WATER—� 1 "'��,�, ��� G� -
�+a 1 I ll AND SEWER UNE FASET4EM -I-b I \ I(1 WATER UNE"'"""""i �\ THIS PHASE NOT CONSTRUCTED .: __- � a Z
Z°po� "o. II I I,�— ---__ ===�1 3812 3812 0.'
--- ---� C�—(.,L----------
W W w 2" 3g1� ('
U � 1603 MHf8 a MH 7 267't \,
p+ la(I E1NV.=O9. I THIS PHASE NOT CONSTRUCTED ' U�
1. I 'e (.I`I HMV.=O&00 1 786.50' 14
Q
3
PROPOotED INDEPENDENT MEAT LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 �I O
3.2 AC.± 3.O AC.t 2.8 AC± 2.7 AC.t 2.8 AC± m
11 30'WIDE GRAVEL T F = 9 Oo `
1 1 e ROADWAY I STORM WATER RETENTION STORM WATER RETENTION STORM WATER RETENTION STORM WATER RETENTION �--�_ STORM WATER RETENTION
o I I I LOT 4 REQ'D. = 11,200 C.F.± REQ'D. 10,500 C.F.± REQ'D. = 9,800 C.F.t REQ'D. = 9,500 C.F.± REO'D. = 9,800 C.F.± M-y
I, ( 2.3 AC.± 3
aI(, s4 nD' es
T STORM WATER RETENTION `` g14
REQ'D. - 8,700 C.F.± 8.. DO NOT SCALE DRAWINGS
LOT2 w LOT3 w
1 Y I n Z 51 CONTRACTOR SHALL VERIFY ALL
J 1.'�FAC.
° + "� 1. -f. CONDITIONS AND DIMENSIONS AT
HE JOB SITE AND NOTIFY THE
STORM WATER RETENTION ORM WATER RETENTION n - ( ENGINEER OF ANY DIMENSIONAL
�Wao REQ'D. = 4,900 C F.3 REQ'0. = 4,900 C F f `��� J ERRORS OMISSIONS OR DIS-
--- - I 3g CREPANCIES BEFORE.BEGINNING
a9° 14 OR FABRICATING ANY WORK.
1 I rns.
T I 381
i I I 6 65'WIDE ACCESS,UTILITY,SEWER AND
m 1
N -� WATER SERVICE WATER LINE EASEMENT
v ------ 36'WOE T FCC.ACCESS AND -
12
77,
//� �Vl
— — ����---- — r -_ ----------- -___
- -------1-
�I ----- 160't------ -----160't------- --m- 26Yt-- ---t.-- Y70t - --- - -- ---- ---210t ..r`--- - -----ZTo;--- --- -- 13F't----- - ---
�.— N 89"48'25"W 1721.30'
ROAD CONSTRUCTED WITH THE FOLLOWING SECTION:
3'ASPHALT S.L ALLEN
2.3/4•MINUS LEVELING COURSE �\
9-1 1/2"MINUS BASE COURSE nw
NOT CONSTRUCTED
8/23/99
c l rz
AS SHOWN
Ml t r'l
i.0 ,yT nc 335-99RD2
AS-BUILT 4/24/00
SHEET 2 OF 7
\� fx�sriNc
..........
EASTERN IDAHO RAILROAD
Ul o
W m
Z =
S 80"44'OS'fSP — Z o
fXrsT 275-60'�
g -
� \z
LOCATED IN N 6�
y A PORTION OF LOTS 7 & 8 �N
NEW 8"SEWER LINE 16.43' INCOM INDUSTRIAL PARK — W Lu—��> j x
,„ 376 LF �� -. END EXIST SPUR SUBDIVISION NO.1 cou E
MHp3 E ISTING -
RIM'EL.=12.f0(`AB) d o
LOT 5 w.INv_02.14(AB) S2 NW4, SECTION 24 T. 10S. R. 17E., B.M. ¢DO
E.INV.-02.40(AB) .. .. „. .RIM EL.=11.50 x .,. TWIN FALLS CO W cr 00 c
W.INv.=o3.90 aB COUNTY, IDAHO
9lima 5�A8 A•,
FUTURE SPUR J
an O
NEW 8"SEWER UNE MH5 W RIM E-=4 78(B) VDO
W.INV.=04.47(A
&INV.=04.53(AB Zcq
=N t
-
O 5-6"xT-6"TRANSFORMER PAD 00 W CA a-L
m � W
Lo
�12�WlllCCESS, UTILITY,DRAINAGE, W E
N
~'•"""�"``^...,,,_ .,t p„ W (-j_,,. _.. E,,1 RAILROAD,SEWER AND WATER LINE EASEMENT
CD
CD OO
0 0 o
O0
0
a
END EXIST WATER LINE EXTEND WATER LINE&CAP Z 2
O PROPOSED BUILDING O O NEW FIRE HYDRANT 0
Oo
O ^ G 30 60
rl
J
--- --
Li
SCALE I"=30' F�
......... ..... CI-
2 WATER SERVICE
COMMUNICATIONS&POWER COMMON TRENCH
8"GRAVEL LOT NOTE:
.,, SEE SHEET C.1.01 FOR SITE GRADING&DRAINAGE
..................
OPROJECT PROPERTY BOUNDARY �
EXISTING INDEPENDENT MEAT O LOT G I4.8TG 14.2070 Q J
V LOT 8
.........................
....,,,, NEW FIRE HYDRANT...., DO NOT SCALE DRAWINGS
.......... CONTRACTOR SHALL VERIFY ALL
DIMENSIONS AT
15'UTILITY& THE JOBNSITENAND NOTIFY THE
DRAINAGE EASEMENT ENGINEER OF ANY DIMENSIONAL
ERRORS,OMISSIONS,OR IS-
REPAG BEFORE BEGINNING
O
.......... OR FABRIBRICATING ANY WORK.
00
LOT 7
W
n
O
O
24'GRAVEL ROAD p
2. 8127102
3. 9/04/02
4. 2125103
" -
' FOR RECORD
65'WIDE ACCESS, UTILITY, 5. 7119105—AS
. ............. SEWER AND WATER LINE EASEMENT
36'WIDE T.F.C.C.ACCESS
MATCH EXISTING& `� AND MAINTENANCE EASEMENT B. MARTENS
EXISTING 30'ACCESS ROAD EXTEND 30'ACCESS ROAD A�noKo
VERIFY TIE IN ELEVATIONS
;....- R=20'
R=20' . MARTENS
----
1670T .............._,._,�
/f (. 16.65TA 16.54TA B.
ERHEAD POWER
B MARTENS
24APR'02
30,
— -- AS SHOWN
17.30TA 1L25TA 17.14TA
�.,.. ..._...... ...... ..._ ............... ....-..- .:::::.. .,..... .......,..,.� ......... _....... __........--- ..,... _..... ... .. ........._ s,,.�..r:. .,_... ........_.... _....__ owa xa�86-
_._.... 02ST1
S 89"48'25"E 210.00' AL
C1. 00
N
U W
Z
g
L \
m m tt
c W
0)>
N W D
Qc WATER LINE WENT UNDER CLUVERT
STATION 10+00.00 = BRASS CAP z�'� NO FITTINGS WERE NEEDED STATION 17+75.29 w
ELEVATION OF BRASS CAP = 3816.60 } �� END CONSTRUCTION Z
w
n c w MH#1 8
EINV.> 99.09
3 NINV. 98.63
ifN7' 50' (gMFY INV. z
12'µ/DE ACCEL LANE TAPER aEU.PRIOR E.
SEWER MAIN DY CRY DF TWIN FALLS
CENTERLINE OF 3200 EAST ROAD TC CoNsr.) _ _ _ �_ z
------ ———— --- ---- ----y --- -- 73----- ———74--- ----TS---Ta•�x--- y; — �T----.' -- — — — P
7752s' + ate, _————— 04
`� - —�
C ----- - -- — ---72- — -- ---- W---- ----------12-- -- — w So
'C y is.15i O d
16,2QT6_ 4 p a o. a � q
e Sao mes
I 30' •°"? .O ap:S o�� .ODm O O��o, ,p'�`� p4c `�-TyV � :V90�o D4 .0�,� °S• .Oa 9bc 12'WATER AWN BY CRY OF M'IN FAILS µF � � W
I tea✓= i 4°a _�_��yam_° D_ a°
_o'er
cf) Z :. `y ° 9— �— �396,'±'° .1 STA.17+64,16'MIT-CONNECT TO 12°WATER .1 Z
LINE INSTALLED DY CITY OF TWIN FALLS Ty <
� . - x
U2
z
a a ++I LOT 2 w x LOT 1
4x �2$ III j 1.4AC.± oi 2.7AC.± ;/ 8M & /�
lit!
® 25 50 100 o 0 22 I I �Its= /1
� RPPROAD
SCALE @�R FEET g� � k
SLA
oarz ii/18/99
' RFJAOVE AND RELOCATE FXISTMD LATERAL
AS-BUILT 4/24/00 AS SHOWN
oxc.Ro.335-99R03
NAFD GRWND AT TERLBVE .
3820 3820
00 ....... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .... .... ......... ......... ......... ........ ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .......
o
3815 3815
:
o
dET J8Mo COL
. RE7'N AND PROTECT IS' P f IIOM PIPE .
s
3810 R6AI'AMD'PROTECT : : 3810
3805 3805
D.L MAIM:
OF CUT OF TµRT
3800
,1, ... ...:... .:... ..:.. ...:... ...:... ....... :... .:... ...:... ....... ..:... ..... ...:... ...:... ...:... :... :... ... ...:. .:... .. :... ...:... ..:... ...:... ...:... .....
m .. ..
... .. ... ;... .:... ...:... ....... W�.... ...:... ..:... ...:... ....... ..:... :... ...:... ...:... ....... .... :... :... ..:. ..... ...:... ...:... ....... ....... ...:. :... ...:... .....
m
ij
N
o .... .. .. ��4
= 97
- � . ..
m
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
SHEET 3 OF 7
i
I
50'WIDE ACCESS, UTftR); DRAfNAGE, WATER - tom- WATER LINE L'AFPPED HE$E N
N I I I AND SEWER LINE EASEMENT ( SEWER LINE NOT CONSTRUCTED NSTALL 12 R.W. U w
INSTALL 72"z12 zit'TEE AND(1) 12' ( ' �"' GATE VALVE �\ 381 2 - i
12
I R W GATE VALVE
160'± MH%8 8 267�1-
-.,^` i N
o (� I• EINV.=09.05 W(N�=08.10 I CONSTRUCT 746 LF. Of 10"DI
L 58'R W SEW LINE NOT N.INV.=08.00 15.tOTG 166.50' .1¢. FIRE FIRE LINE SERVICE PIPE NOT CONSTRUCTED
W I IN CON TRUCTED _
ndo¢°'a INSTALL FIRE HYDRANT WITH R.W. GATE
VALVE, FLAN E ELEV.= 15.30
Z f { I I PRQPosEO INDEPENDENT MEAT LOT 6 3 LOT 7 LOT 8 W
''�n08� D STORAGE FACILITY
CONSTRUCT 540 LF.OF IRRIGATION DITCH r+' .1 `(�.,Q 3.2 AC.± 3.0AC.± 2.8AC.±
30'WIDE GRAVEL "+ w
DIMENSIONS OF DITCH ARE ASE FOLLOWS T ,`` W
WIDTH=5,DEPTH=2.5, UNLESS NOTED ROADWAY
0 25 50 100 I I '°' � OTHERWISE LOT 4
SCALE IN FEETr OnaOo INSTALL 335 LF.OF I 2.3 AC. 44.00' z
\\
12"D.1. WATER LINE '�'
II - .,�
AS-BUILT 4/24/00LOT2 H LOT3
n 230.50'
1.4AC.± 1.4-AC.± 1 .00 CC 15.0oTCC6071
QA
°n
Lo
A'F7 STA 28+70-19'LT.INSTALL FIRE HYDRANT
----- n - WITH R.W. GATE VALVE,FLANGE ELEV.=16.90 ---- w'
SEE SHEET 3 OF 7 -
FOR 3200 EAST ROAD I sm INSTALL FIRE HYDRANT WITH R.W. GATE N
�.�� � I
Ai VALVE, FLANGE ELEV= 16.40 I '\ ' 8+74-19'LT.INSTALL 12"R.W. GATE VALVE
CONSTRUCTION DETAILS I a,Q�, •j•e w P a+ w
ppc I O' 15.40TCC 1540TCC
{ 1 0 INSTALL HEADWALL STRUCTURE 16.20 T I 38 C
m< SEE SHT R07 DETAIL 2
1 WATER LINEEASEMENT UTILIN SEWER AND
INSTALL 40 L.F.OF 30'DIA CMP �,
OR EQUAL 0 1%SLOPE PLUG AND THRUST BLOCK^-
-————— —— 36—WIDE LFC.C.ACCESS AND e
STATION 10+41.00 3200 E. RD. = /TT/ / T1j1�11T/ / ,� '��� T %Td /r% W- 'T T j U
STATION 20+00.00 ELDRIDGE AVE. 2 �� •�? �/ y /' -- r -
// / DRIDG,E AVE�O'.WIDE RIVATE ASPHALT,DRIVE / !� / / / Z
/L� / f! G1 1/111LLC11 L1/1�L,:Gr �/'
APPROM
I --- 160'f -----------160'f---- - -167't— - -2 -- --- -- - - --- ------
1 # 10t -- -- vot c--2 210f
I i/ CONSTRUCT IRRIGATION BOX -
STATION 10+00.00 = BRASS CAP W/FLAT GATE ON WEST END A. SLA
ELEVATION OF BRASS CAP = 3816.60 I SEE SHT.RD7-DETAIL 1
REMOVE AND RELOCATE EXIS(!NG LATERAL CONSTRUCT SIO L.F. AL IRRIGATION DITCH OAS 1/8/99
CONSTRUCT 40 LF.OF 15'CMP CONSTRUCT 670 LF.OF lRRIGADON DITCH DITCH DIMENSIONS SHALL BE 2'WIDE
DIMENSIONS OF DITCH ARE ASE FOLLOWS: PRECAST CONC. MEASURING BOX PER
WIDTH=5, DEPTH=2.5, UNLESS NOTED LEC.C.STANDARDS BY 2'DEEP
PRECAST GONC.MEASURING BOX PER OTHERWISE scAu as SHOWN
CONSTRUCT IRRIGATION BOX
T.F.C.C.STANDARDS W FLAT GATE ON EAST END
/ OVA:.R0.335-99RDd
SEE SHT 7-DETAIL 4
N(T CONSTRUCTE
......... ......... ......... ......... ......... ......... ......... ......... ......... .... ......... -........ .-..,.. ......... ......... ......... .... ......... ....... ......... ......... ......... ......... ......... ......... ........ ....... ........ ......... ......... ...,...
....:.... ....:.... ....:.... ....:.... ....:.... ....:.... ....:.... ....:.... ....:... .,:.., .,.:.... ..,.:.... ...:... ...:... ....... ....... ....... ... :... .. ...;.., ...:... ...:... ...:... ...:... ...:... ...:... ...:... ...:... ....
FINISHED G AOE Al.NORTH EDGE DF PRIVA ROADWAY
oo ... ...... ........ ......... ......... ......... ......... ......... ......... ......... ......... .. ...... ......... ......... ......... ......... ......... ....... ........ ....... ......... ......... ......... ......... ......... ......... ......... ..,.... .......
3815 3815
O'IRRIGATION AP.
. AIN AND P Gi
INSTALL 865 LE OF 12"D., WATER MAIN
3810 3810
3605 3805
%F
y
rn ....... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ..... ..... ...... ......... .. ......... ......... ......... ......... ......... ......... ......... ......... ....,,.,. ..,..,... ........ ...,.... ......... ......... .......
: : : :
3795
37915
..... ...... ...:... .. .. :... ...,... .. .. ...,... .. ... ...... .. ...,... ... .�..:.3.. ....... .. .. .. ..._... ....... .. :... ..
C
N
e &
ti Q
. +3. +
20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00
SHEET 4 OF 7
g
iG
0
N UW
C z
_ z
a
mm
ma
cW
�>
I \
LOT 7 _ LOT 8 LOT 9 LOT 10 I W
3.OAC.± 2.8AC.± 2.7AC.± 2.8AC.± 1 M Z
rr W
STORM WATER RETENTION STORM WATER RETENTION v^, STORM WATER RETENTION n STORM WATER RETENTION
((� 0 25 50 100 REQ'D. iQ500 C.F.± REQ'D. = 9,800 C.F.± REQ'D. = 9,500 C.F.± REQ'D. = 9,800 C.F.± .�
SCALE IN FEET 38j "-'-"----' I z
4
22
a
w q
°x
---- 3814 STA.32+84-19'LT. STA.37+06&37+14 �� W
INSTALL 12"R.W. ---�__ 19'LT.INSTALL 12'R.W.
GATE VALVE GATE VALVE P"
—\ LT. I a z STA. 32+88-25' �Td 37+10-25'LT. F
65'WIDE ACCESS, UTILITY, SEWER AND INSTALL FIRE HYDRANT WITH INSTALLL FIRE HYDRANT WITH �' E
WATER LINE EASEMENT R.W.GATE VALVE,FLANGE R.W. GaTEYACV€_ NGE
36 WIDE TF.C.C.ACCESS AND ELEV.= 16.10 ELEV= 15.10 q
UAINTENANCE EASEMENT z
------ -- -- —�'� •.yi. `.
10" _ INSTALL 2 BARRICADES AT
�e2 � � END OF PRIVATE DRIVEO0"WID P IVATf ORS\ !JN\7���
'Z
——_ __ ___— -
210t 210E 210t — ------ -- — 238f --- � — --- '—'---
DE51- SLA
oanm� 5IA
CONSTRUCT 950 L.F. OF IRRIGADON DITCH
onre !t/16/99
NOT CONSTRUCTED 7 T 7 �j scams AS SHOWN
AS—BUILT 4/ 4/®® nwc�D.535-99-
....... ......... ......... ......... ......... ......... ......... ......... ... .. ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .... .... ......... ......... ......... ......... ......... .......
:
3820 FINISHED OE AT NORTH EDGE OF PRIVA E ROADWAY 3820
c ...... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .... .... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ....... ....... ......... ......... ......... ......... ......... .......
3815 3815
INSTALL 8 5 L.F. OF 12"Al. WATER MAI 3810
3810
a : : NSTALL:PLUG D
RUST BLOCK
g ....... ......... ......... ......... ......... ......... ......... ........ .... ......... ......... ......... ......... ......... ......... .... ......... ......... ......... ......... ......... ......... ......... ......... ....... ......... ... ......... ......... ......... ......... ......... .......
m
3805 3805
DIP
m
3 3
z.
2 . ..... .N.2. ...... ... .. ....... ....... M.2.M... ...... ..
W W
. .. .. .. .. .... ...... ... .. .M M. ..:.. ...... ...... : .. .. M.M.M... ... ..
31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00
SHEET 5 OF 7
i
....... .... ...NOTE:...5EE-SHEET-2. OF FO�PLANYIEW:
p OF SEWER:MAIN AND S--RVICES SEWER PROFILES
INCON INDUSTRIAL PARK SUBDIVISION NO. I
TWIN FALLS. IDAHO
q
...
1999
r q w
NATURAL GROUND A r CENTERLIN4 OF SEWER I(AIN
.... ......... ... ...
3815 3815
I VT CONSTRU'TED,
3810 3810
ETAtN AND I ROTECT
5 cmp
3805 .0 AM T) L"6 3805
" PVC;SEWS lt tAAIN, S=+(140% CONST. z ------
+0.479 CONSr, 22,3.32 LF OF
...... .311 81,PVC SEVZR+MAIN,.S-*.+q..A9y-- ........ .... .... .... .... .... ....
'CONST. �. IF 0
392
q SE ER MAIN,_L=+0.40Y
3800 CONS LF 01 8".PVC -5k�- 3M
q p
..... ......... ......... .... .... .... .... ......... .........
3795
3795
2
:2
.... ...... .... ....
c,
T
J� .. .... .... ....p . ......... .....
......... .... .... .... .... .... .... ..
�o 10-60-0 -0-0
2E Li(d i�ai vi LjZE 1� �I;Lj:2E a.:�i Lj ckt
q
q .. .... .... .... .... ....... ......... .... .... .......
2110' 36 0' 4(0' 50Y &0, 7r' . 8c 0, N 0' lcoo, . 1100, 12)0'
q
p
w
i NOT�OASTRUCTED-
NOT CONSTRUCTED NA T JRAL GROUNL AT CENTER INE OF SEW,q MAIN
....... .. ... ...... .. .... ......... ....... .... ......... .. ... ....
NATURAL GROU)tD AT CEMTEJ UNE OF SEM ER MAIN q
3815 3815
p
.... ...... . .... .... . . ....... .... .... .... ......... ... . ........
... .... ... .... ... ... w
3810 -38fo ON 10:M,"
Z:ji AS-�UMT 4/24/00
....... ... .... ... .. ......... .... ...
or-8- pvc SEWER VAIN, s,+0.60% o SEWER gAts,
2 L.F. R V. 9/i 6
CONST. �J�2-lt ul� Pic 02'
3805 .3805
C q
......... .... .... .... .... .... .... ... ....... .... .. .... .... .... .. ....w. .. ....
p p
q p
3800 p .3800
q
w q
3795 :3795
q
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. ... . .....
q
un cs cL ��s
q
.... ....... .... .... .... .....
oo o
8,Z Q� G 62;t iliIt (j ot w(n
;14T
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2(0' 36 0' 400' 50Y
12 10' 13)0 14(0' 15(0' 1 16T0' I
OF
fi
r rETAIN
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SHEET 6 OF 7
5"CMP V 1
�A U W F>
2"X 2"SLOT
Z M
9 QZ om
NOTES: '-n6 2• t
1. WALLS AND FLOOR OF STRUCTURE TO BE REINFORCED NAx. z ( M
WITH 4 RE
24" O.C. MAX. SPACING IN GRID LAYOUT. REHAR I. I xa.. I \ Q^
2. ALL REAR SHALL HAVE MINIMUM COVER OF 2" AND IF SPACING iu .� I w
CAST AGAINST EARTH, 3". 2, (D V) z o
3: ALL EDGES TO HAVE A 3/4" CHAMFER OR TOOLED EDGES. "T `V
4. FLOOR TO WALL JOINTS ARE TO HAVE A KEY. SEE KEY DETAIL s' 30'CMP — — 0
3 x
5. REINFORCING STEEL TO BE 60 KSI STEEL 0 I
6. CONCRETE TO BE 3000 PSI COMPRESSIVE STRENGTH X o i
4'�
W
6,
ELEVATION SECTION � j N
4'- Ld 0.
v
I_ � NOTES:
7. THE METAL REINFORCEMENT SHALL BE N0.4 M. ALL sl
'
I I w
6 REINWRCEMENT SHN1 HAVE A MINIMUM CONCRETE COVER OF 2" 4, p
KEY DETAIL �•-" AND 3'MINIMUM COVER IF CAST AGAINST EARTH. W U.
Z. ALL EDGES TO HAVE 3/4'CHAMFER OR TOOLED EDGES.
TOP VIEW zIrn1 Z
SLIDE GATE VALVE / V
\ Z
TOP OF BOX=17.50
3'-1i' W
T
I I
I -6
2• 2-9' 3 9 2 9
15"CMP I L3CMP0" INV.-13.00 '
9"fYP.
2' —
SEE KEY DETAIL THIS SHEET KEY DETAIL PLAN Z
SECTION A-A FRONT VIEW Z
O
DETAIL 1-N.T.S. DETAIL 2-N.T.S. x
x
A
AS —BUILT 4 2 A I a
Q a w
I,�.a �
18"CMP ;4 E.
A�
E
CONS(. TI BOX CULVERT 2"X 2'SLOT 2"X 2"SLOT
MATCH EXISTING STRUCTURE f yQ
\ z
��'-11�" 2'-6� 2'-6" ,1�" 2•_`7• 2'-6"NOTES: NOTES: 18"CMP"8 Z
i. WALLS AND FLOOR OF STRUCTURE TO BE REINFORCED - 1. WALLS AND FLOOR OF STRUCTURE TO BE REINFORCED
WITH #4 REBAR 24" O.C. MAX. SPACING IN GRID LAYOUT. WITH REBAR 24" O.C. MAX. SPACING IN GRID LAYOUT.
2. ALL R BAR SHALL HAVE MINIMUM COVER OF 2" AND IF 2. ALL R BAR SHALL HAVE MINIMUM COVER OF 2" AND IF 6^TYP.
CAST AGAINST EARTH, 3". CAST AGAINST EARTH, 3". .. Z
3: ALL EDGES TO HAVE A 3/4" CHAMFER OR TOOLED EDGES. 6"TYP ' 3: ALL EDGES TO HAVE A 3{E CHAMFER OR TOOLED EDGES.
4. FLOOR TO WALL JOINTS RAR£TO HAVE A KEY. SEE KEY DETAIL. s' 4. FLOOR TO WALL JOINTS ARE TO HAVE A KEY. SEE KEY DETAIL. 5' 5'
5. REINFORCING STEEL TO BE 60 KSI STEEL 5. REINFORCING STEEL TO BE 60 KSI STEEL
6. CONCRETE TO BE 3000 PSI COMPRESSIVE STRENGTH 6. CONCRETE TO BE 3000 PSI COMPRESSIVE STRENGTH
�4 I~4'
g._•S^ g•_O�^ DO NOT SCALE DRAWINGS
CONTRACTOR SHALL VERIFY ALL
D e CONDITIONS AND DIMENS ONS AT
�.{ 3-i/2" 4'-2� 3-i NOTIFY TH-
/2" IF^ 4-2j' ENGINEER THE JOB SFE ANY D DIMENSIONAL
<I 4'-0' 4'_Oi 2-3^ CREPANCIES BEFORE BEGINNING
ERRORS OMISSIONS OR DIS
rn
OR FABRICATING ANY WORE.
2
KEY DETAIL -s� KEY DETAIL
MATCH EXISTING STRUCTURE TOP VIEW MATCHNE�XISTINGOSTRUC URE TOP VIEW
SLIDE GATE VALVE SLIDE GATE VALVE SLIDE GATE VALVE-
i
iO TOP OF BOX=14.00-
n T � TOP OF BOX= 18.50-
x 1
— 4_6
m o�+ S.L ALLEN
';�� � I —INV.OF 78"PIPE= 76.70
T 48"BOX CULVERT INV.=09.50� - INV.OF BOX= 14.00— w
r 9'iYP. 9"tYP.
2' 2 nnre 6/29/99
., SEE KEY DETAIL THIS SHEET SEE KEY DETAIL THIS SHEEP
N.T.S.
SECTION A-A FRONT VIEW SECTION A-A FRONT VIEW `''t
335-99RD7
335-97
rn
DETAIL 3-N.T.S. DETAIL 4-N.T.S. _, '
SHEET 7 OF 7