HomeMy WebLinkAboutSITE PLAN - 02-00092 - Celestial Village Apartments - 3 Buildings (36 Units)3
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DR' N DR L 6/02 CHECKED—
DATE DATE
NO-1 REVISIONS BY DAT
Y
This document or any part thereof in detail or DESIGNED 6/02 RFG
design concept is the persona' prooert,, of DATE PI-10JECT ENGINEEF,
Forsgren Associates, Inc. and sholl not t�!yet-
copied without the written authorization of APPROVED 6/02 JR
Forsgren Associates, Inc. DATE PROJECT MANAGER
IN pill" I I
LEGEND
PROPOSED MANHOLE
IST® MANHOLE
PROPOSED STREET LIGHT
fJI11=-f-
CURB & GUTTER W/ INLET
W) -
SANITARY SEWER
TO DRAIN SEWER
WATERLINE
PROPOSED FIRE HYDRANT
WATER VALVE
END PLUG
EXIST. FIRE HYDRANT
PROPOSED INLET BOX
OHP
OVERHEAD POWER
DIRECTION OF DRNNAGE FLOW
DR' N DR L 6/02 CHECKED—
DATE DATE
NO-1 REVISIONS BY DAT
Y
This document or any part thereof in detail or DESIGNED 6/02 RFG
design concept is the persona' prooert,, of DATE PI-10JECT ENGINEEF,
Forsgren Associates, Inc. and sholl not t�!yet-
copied without the written authorization of APPROVED 6/02 JR
Forsgren Associates, Inc. DATE PROJECT MANAGER
IN pill" I I
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TEE KEPT CLEAR OF PIPE
jo INTS (TYP)
BEARING AREAS DIRECTION THRUST
IN SQUARE FEET
TEES 45 ELBOW OR CROSS
go o
E OW
EA. DIRECTION OF FLOW. LB
DEAD END ELBOW
13.5 19.0-- 10.0 5.0
11 I_— III! 1 11 1
1 Ir 18-0 2-3.5 14.0 7.o
1 23.0 33.0 15.0 9.0
CONIC- 13LOCK (TYP)
ELBOW
WPIC& THRUST BLOCK INSTALLATION
N(YT TO SCALE UA
CONDUCTIVE CORPORATION
STOP. MUELLER, FORD,
OR EQUAL
2
fl
0
TO FINISH ROADWAY OR
...
GRADE
SIDEWALK ELEVATION
(COVER & CONCRETE RING)
Gr
0
HDPE SOR 7
SERVICE LINE
COMPACT APPROVE
6"MI N
-BEDDING MATERIAL
DLO F-2450 VALVE BOX
CLASS 51 DUCTILE IRON -3
ti
9 it D-698 9
OR APPROVED EQUAL
WATER "N
MAX
12"
yJ
MAX
NOTE: WHERE POSSIBLE ALL
CL
0
EXCAVATE FOR BELL HOLES.
0
FOUNDATION
x
CL
50
5'-07 FROM (L OF
PIPE
WATER
SERVICE UNE[§]
0
C
NO SCALE
VALVE.
NOT M 'SCALE
in
DRAWN —___6/02
___KJR CHECKE
DATE
0
0
IN
NO.
REVISIONS -
;;BY
DA
DATE
VE RFG JWM
C)
This document or any part thereof in detail or
DESIGNED
11-11,
0
design concept is the personal property of
DATE PROJECT ENGINEEF
3:
0
Forsigren Associates / P.A. and shall not be
copied without the written outhorizotion of
APPROVED ....... ... . KJR JWM
Forsgren Associates / P.A.
DATE PROJECT M ANA GEF
FINISH
TO FINISH ROADWAY OR
...
GRADE
SIDEWALK ELEVATION
(COVER & CONCRETE RING)
Gr
60MIN
COMPACT APPROVE
6"MI N
-BEDDING MATERIAL
DLO F-2450 VALVE BOX
CONCRETE RING
REQUIRED IN
ti
9 it D-698 9
OR APPROVED EQUAL
PAVED ROADWAYS
MAX
12"
yJ
MAX
NOTE: WHERE POSSIBLE ALL
EXCAVATE FOR BELL HOLES.
VALVES ARE TO BE
FOUNDATION
PIPE BEDDING FOR RIGID PIPE
FOUNDATION
5'-07 FROM (L OF
PIPE
PIPE BEDDING DETAILS
F T F
C
NO SCALE
VALVE.
--,—GATE VALVE
PIPE BE N(3," JZIPIPE O.D.1- 1:r -1
SEE TECHNICAL SEC71ON 800
TRENCH DETAIL
NOT TO SCALE
CELESi M, VILLAGE
RIDItgURG, IDAHO
PACT 10 MAX.
BACKFILL IN Er LAYERS
TO 95% OF ASTM D-69
60MIN
COMPACT APPROVE
6"MI N
-BEDDING MATERIAL
TO 95% OF ASTM
ti
9 it D-698 9
MAX
MAX
12"
yJ
MAX
SHAPED UNDISTURBED SOIL.
EXCAVATE FOR BELL HOLES.
SHAPED SUBGRACAE GRANULAR
FOUNDATION
PIPE BEDDING FOR RIGID PIPE
FOUNDATION
COMPACT 11" MAX. BACKIFILL
TO 95% OF ASTM D-698
COMPACT AP FRS VED---
6"MI N
v.BEDDING MATERIAL
TO 95% OF ASTM
ir D-698 9
12"
MAX -Z
MAX
S
SHAPED UNDISTURBED SOIL.
SHAPED SUBGRADE- GRANULAR
FOUNDATION
PIPE BEDDING DETAIL FOR FLEXIBLE
PIPE
PIPE BEDDING DETAILS
C
NO SCALE
ASSOCIATES INCi
BREAK-AWAY FLANGE
,— FINISH GRADE
FA71i.�4j
SERVICE LINES ARE REQUIRED
.LL NEW METER INSTAilMONS
iE MAIN LINE.
#.,,N,D!;UCTrVE CORPORATION STOP MUELLER,
ORD OR EQUAL FOR d,OiNNECTI'ON TO NEW MAN
NES.
Z IIATIEj"T Ion wifflI1,10 I
NO
REVISIONS
DESIGNED 5/02
E:I G :NE:D
DATE
RF1G
RFC
j EN GI INEF
ENGINEE
0 ECT i
AR_
CELESTLAL VILLAGE
REXBURG, IDMO
This document or any part "hereof in detail or
This d
T es ocum
design conc�5pt is the persorol prop;�.-ty of
design
Fors,qrer-o�
Forsgren Associates PA and shall not be
out the written authorization of
copied withc
P OV
APPROVE
KJR
-R
Fors9ren Associates P.A.
ET BEE E
Ft MANAGER
ROUND OR SQUARE
0z
45 ELBOW IF REQ'D.
Ir SERVICE UNE
RING AND
COVER
PVC TEE SDR 35 PVC
COLLAR
LAR
SEWER MAIN LINE
0
211-6*
ECCENTRIC CONE
FLOW LINE
4w
4 -Cr
STANDARD 4-Cr PRECAST MANHOLE
V)
REL SECTIONS AS NEED� ED,
BAR D.
N
LAJ
>
CO NC. FILLETS W/
__
I IN. 2� SLOPE.
GR'OUT Swam
A
A
V.
Lf
PRECAST MANHOLE BASE
Yf
COT
•
A 4.
TY?IC& SERVICE UNE CONNECTION
=t
B I
ECCENTRIC
SEWER
MANHOLE
NOT TO SCALE
NOT TO SCALE
ITEM
DESCRIPTION
QTY.
PART NO.
1
E
ANGLE CARTRIDGE DUAL CHECK VALVE
ANGLE
1
12,3
HHCA91 -323
MOUNT TO LICH READ
SENSOR IN UD
2
ANA KEY VALVE AT YOKE INLET
AN
WITH EXPANSION CONNEC11ON
1
AV94 -323W
SIDEWALK OR LAWN LEVEL
3
WABASH DOUBLE UD
W32
OR, TYLER LID
6150
*4
POLY METER BOX
1
POYL TUFF OR EQUAL
SENSOR CABLE b
3
5
Pyc SUPP ORT & CAPS
1
N/A
---N/A
6
CLOSE CIELL FOAM INSULATOR
1
7
20 P.E.
N/A
N
GENERAL NOTES:
YOKE
1
0 02
1. EXCAVATION AND BACKFILL I DED
SENSLIS SR 1000 GAL
REGISTER METER W/ TOUCH READ REMOTE
METER ADAFfER
2
4 OR EQUAL
A34 OR EQ
IN METER INSTALLATION.
SENSOR
FA71i.�4j
SERVICE LINES ARE REQUIRED
.LL NEW METER INSTAilMONS
iE MAIN LINE.
#.,,N,D!;UCTrVE CORPORATION STOP MUELLER,
ORD OR EQUAL FOR d,OiNNECTI'ON TO NEW MAN
NES.
Z IIATIEj"T Ion wifflI1,10 I
095
F uREN
A SOCIATES / INC.
SEWEFr
31RETE ADJUSTING
GROUT JOINTS
MANHOLES SHALL
BE WATERTIGHT
A
57ORM DRAIN HOLE
N OT TO SCALE E 01,(3
0
0
,A
/1P,
OF C-D
0 G
PROJECT NO.
NO
REVISIONS
DESIGNED 5/02
E:I G :NE:D
DATE
RF1G
RFC
j EN GI INEF
ENGINEE
0 ECT i
AR_
CELESTLAL VILLAGE
REXBURG, IDMO
This document or any part "hereof in detail or
This d
T es ocum
design conc�5pt is the persorol prop;�.-ty of
design
Fors,qrer-o�
Forsgren Associates PA and shall not be
out the written authorization of
copied withc
P OV
APPROVE
KJR
-R
Fors9ren Associates P.A.
DATE
Ft MANAGER
095
F uREN
A SOCIATES / INC.
SEWEFr
31RETE ADJUSTING
GROUT JOINTS
MANHOLES SHALL
BE WATERTIGHT
A
57ORM DRAIN HOLE
N OT TO SCALE E 01,(3
0
0
,A
/1P,
OF C-D
0 G
PROJECT NO.