HomeMy WebLinkAboutPLANS - 02-00093 - Level One Apartments - 3 Buildings (30 Units)LEVEL 1 APARTMENTS
MARRIED HOUSING
REXBURG, IDAHO
JULY
2002
M.
FA NO. 01020096
FORSGREN
ASSOCIATES / INC.
APPROVED BY:
CITY ENGINEER
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LEGEND
SSDI. WATER 2P L.F.
CICS
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PROPOSED MANHOLE
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GM =57.59 O J
®•sEXIST. MANHOLE
0.5]
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53 L.F. E M=50.7 TBC 9.00 i
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N&S
yVATER
x PROPOSED STREET LIGHT
c SS 9 SS S
CURB &GUTTER W/ INLET
d 9G-59.00
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I1 SANITARY SEWER
GO 24
W
sOSTORM DRAIN SEWER
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Of
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PROPOSED FIRE HYDRANT
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6WATER VALVE
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CMTE-56.63 Q
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16 16 IW -49.70 18 nM"
IXISFIRE HYDRPM
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NN TBL-
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PROPOSED INLET BOX
—olr— OVERHEAD POWER
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9.DD TB -59.00
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-4-- DIRECTION OF DRAINAGE FLOW
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PROPOSED TRASH BINS
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DRAWN �R CHECKED-
DATE DATE
DESIGNED 7-5-02 RFG
DATE IgOJELT EHOINEE
LEVEL 1 APARTMENTS
♦ LJ
RFXBURG, IDAHOEET
- FORSGREN
ASSOCI ^TES. INC.I nTC
MARRIED HOUSING
PROJECT NO.
.010200961
_
N04 REVISIONS DY DAT
This dp<vmem w ., pal tN✓NI in detoll a
f,i9n concept i, the pdr-1 popeNy aI
Inc. nat N
DRAINAGE PLAN
NO.
/�
APPROVED ]-5-02 KJR
.,9•.^ Mep<iab,. and .hell
covied without the .ellen Outharization Of
O
P-2
DATE 1..ISCT t1ANAGEP
L......n M ... We, Inc.
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9. GENERAL LOCATIONS AND SIZES OF UTILITIES
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ARE SHOWN ON THE PLANS. THEY ARE TO DE
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USED FOR GENERAL INFORMATION ONLY. IT IS
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THE RESPONSIBILITY OF THE CONTRACTOR TO
LEGEND NOTIFY THE APPROPRIATE UTILITY
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COMPANIES WHEN CONSTRUCTION MIGHT
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cm,
PROPOSED MANHOLE INTERFERE WITH NORMAL OPERATION OF ANY
UTILITIES. R SHALL ALSO BE THE
EXIST. MANHOLE
® CONTRACTOR'S RESPONSIBILITY TO HAVE THE
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X PROPOSED STREET LIGHT APPROPRIATE UTILITY COMPANY FIELD -
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ANY UTILITY INSTALLATIONS WHICH
-
� CURB h GUTTER W/ INLET MIGHT BE AFFECTED BY CONSTRUCTION PRIOR
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nSANITARY
SEWER TO BEGINNING WORK IN THAT AREA THE
CONTRACTOR SHALL BE RESPONSIBLE FOR
STORM DRAIN SEWER MAINTAINING SERVICE OF EXISTING UTILITIES
SCALE 1" = 40'I
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WATERLINE AND FOR RESTORING ANY UTILITIES DAMAGED
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DUE TO CONSTRUCTION AT NO ADDITIONAL
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K. PROPOSED FIRE HYDRANT COST TO THE OWNER.
•v- v' -�� - S' �� Z -y-may - W w
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-� WATER VALVE .. 10. THERE SHALL BEA 10 FEET MINIMUM
►-- END PLUG HORIZONTAL SEPARATION DISTANCE BETWEEN
y y y y y y y w y y y y y w y w y y
ALL WATER LINES AND SEWER LINES EXCEPT
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EXIST. FIRE HYDRANT WHERE WATER AND AT
MINGCROSS
APPROXIMATELY RIGHT WHEREA
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PROPOSED INLET BOX MINIMUM OF 1.5 FEET OF VERTICAL
3 1
SEPARATION SHALL BE MAINTAINED.
N•
U (IMM -57.34 I
S.H
INu=w...
-OHP- OVERHEAD POWER
11. THRUST BLOCKS SHALL BE PLACED ALL
y CARIE -58.05 L Ix" -.DD
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Z 11TH'"49.43 S.D. 95 s. a a. .. Iz• s.g L.F. D M23Z 1( as
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- -4--. DIRECTION OF DRAINAGE FLOW DIRECTION CHANGES IN THE PRESSURE PIPE.
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12. ALL FIRE HYDRANTS TO BE WATEROUS BRAND.
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13. FIRE HYDRANTS SHALL HAVE TWO 2-1/2'
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DIAMETER HOSE NOZZLES, AND ONE 4-1/2"
ORATE -5]A9 p
WTE-57..89 8 I
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55Nx
DIAMETER HOSE NOZZLE.
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VATER 53 LR f
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W IM' -49t
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14. THE CONTRACTOR SHALL BE RESPONSIBLE
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zGENERAL
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NOTES FOR SECURING SOURCES GRANULAR
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MATERLA, DISPOSAL AND ANY
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i. UNLESS OTHERWISE SHOWN ON THESE PLANS ADDITIONAL MATERIALS THAT MAY BE
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ALL WORK IS TO BE DONE IN ACCORDANCE TO NECESSARY FOR PROPER CONSTRUCTION OF
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THE CITY OF IDAHO FALLS, IDAHO, "STANDARD THIS PROJECT.
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SPECIFICATIONS - 19967, AS ADOPTED BY THE 15. R WILL BE THE RESPONSIBILITY OF THE
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CITY OF RIXBURG. CONTRACTOR TO MAKE ARRANGEMENTS FOR
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2. ALL WATER MAIN LINE IS TO BE CLASS 51 DUCTILE IRON. WATER REQUIRED FOR TESTING, COMPACTION
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3. ALL SEWER MAIN UNE PIPING IS TO BE ASTM AND DUST CONTROL MEASURES.
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INV -49.70 �."A
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D-3034 SDR 35. 16. WHERE WORK IS PERFORMED ON EASEMENTS,
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THE CONTRACTOR SHALL TAKE EVERY
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4. 12" STORM DRAIN PIPE IS TO BE PVC RIBBED PRECAUTION TO ELIMINATE ANY ADVERSE
ASTM -794 46PSL. EFFECTS ON THE ADJACENT PROPERTY.
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5. MINIMUM COVER OVER WATER LINES IS 5 FEET. 17. THE CONTRACTOR SHALL PROVIDE TRAFFIC
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8. ALL DISTANCES AND DATA SHALL BE CHECKED CONTROL SIGNING IN ACCORDANCE WITH THE
QLD
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THE F MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.
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CONSTRUCTIOBY
N. INRCASE OF CONFLICT THE 18. PERMISSION SHALL 8E OBTAINED FROM ALL
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ENGINEER SHALL BE NOTIFIED IMMEDIATELY CANAL. COMPANIES PRIOR TO DISTURBING ANY
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THAT CLARIFICATION MAY BE MADE PRIOR DITCH OR CANAL
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¢
TO THE START OF WORK.
19. ALL TRENCH BACKFILL SHALL BE CUSS "A
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7. ELEVATIONS SHOWN ARE TO FINISHED
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SURFACE OR PIPE INVERT UNLESS OTHERWISE
NOTED.
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8. THE CONTRACTOR SHALL RETAIN AND
PROTECT OR REMOVE AND REPLACE ALL
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LANDSCAPING, TREES, UTILITIES, DITCHES,
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CULVERTS, FENCES, MAILBOXES, SIGNS,
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LIGHTPOLES, HEADGATES, AND ALL OTHER SS\QNAL
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MISCELLANEOUS ITEMS. ANY DAMAGE DONE BY E
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THE CONTRACTOR SHALL BE REPAIRED AT HIS
EXPENSE.
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`FETE GF
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REY 5
„
M.
PROJECT NO.
DRAWN KJR CHECKED-
oATe DATE
_
DESIGNED -
1 M 1 APARTMENTS
LLY LL
REXBURGp IDAHO
= FORSGREN
ASSOCIATES,
INC., vUTILITY
MARRIED HOUSING
oto2. 0096
- -
NO REVISIONS BY DAT
TN. Bow Ont or any pad txwol In detail Or
4..1, Carc.pl I. tA. p.r.aMl "o ed' OI
For.yr- Nsauat.., Inc. and .hall n a
_
P N
i W\
SHEET NO.
P -�
GATE PxOJE<T ENOINEE
APPROVED 6-21-01 KJR
...l.e witnaol N. -ilNn ..lho, OI;.n of
p.TE PROJECT ll...IR
Far.yren NfOCiaN.. Inc.
TEE JJOE NTSC �) OF PIPE CROSS
C.I.
DEAD END
IC. BLOCK (TYP)
ALL BEARING SURFACES SHALL BE
UNDISTURBED GROUND
BEARING AREAS EACH DIRECTION OF THRUST
IN SQUARE FEET
PIPE
SIZE
TEES h
DEPD END
90°
ELBOW
45°ELBOW OR CROSS
EA DIRECTION OF FLOW.
22 1/2 °
ELBOW
61
4.0 1
5.5
3.0
20
9•
7.0
9.5
5.0
3.0
70r
9.5
13.5
7.0
4.0
lY
13.5
18.0
10.0
5.0
u
ta.a
23s
14.0
zo
18r
23
C.I.
DEAD END
IC. BLOCK (TYP)
ALL BEARING SURFACES SHALL BE
UNDISTURBED GROUND
BLOCK (TYP)
TYPICAL ROADWAY
SECTION
ADJUST TO FINISH ROADWAY OR
SIDEWALK ELEVATION
1Y (COVER h CONCRETE RING)
L Er
F-2450 VALVE BOX
CONCRETE RINGCLOW
REQUIRED IN
OR APPROVED EQUAL
PAVED ROADWAYS
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NOTE: WHERE POSSIBLE ALL
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18.0
5' -Dr FROM q OF
CONCRETE
TO BE 2500 PSI O 28 DAY
VALVE.
.GATE VALVE
TYPICAL
THRUST
BLOCK INSTALLATION n ELBOW
NOT TO SCALE
BLOCK (TYP)
TYPICAL ROADWAY
SECTION
ADJUST TO FINISH ROADWAY OR
SIDEWALK ELEVATION
1Y (COVER h CONCRETE RING)
L Er
F-2450 VALVE BOX
CONCRETE RINGCLOW
REQUIRED IN
OR APPROVED EQUAL
PAVED ROADWAYS
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NOTE: WHERE POSSIBLE ALL
VALVES ARE TO BE
5' -Dr FROM q OF
FITTING TO F OF
VALVE.
.GATE VALVE
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3
1YK1YK6r "NC. BLOCK
GATE VALVE DETAIL o
NOT TO SCALE
TYPICAL UNIMPROVED
AREA SECTION
r.,
6'
COMPACT
BACKRLL
TO 95X 1
.` 9 1Y
MAX
SHAPED UNDISTURBED SOIL
EXCAVATE FOR BELL HOLES.
SHAPED SUBGRADE GRANULAR FOUNDATION
PIPE BEDDING FOR RIGID PIPE
COMPACT 1' MAX. BACKFILL
TO 95X OF ASTM D-698
V—°i0
9 1Y 9 1
MAx MAx
SHAPED UNDISTURBED SOIL
EXCAVATE FOR BELL HOLES.
SHAPED SUBGRADE GRANULAR FOUNDATION
PIPE BEDDING DETAIL FOR FLEXIBLE PIPE
PIPE BEDDING DETAILS n
NO SCALE
FIRE HYDRANT
TWO COATS OF ASPHALT VARNISH
BELOW GRADE
ABOVE TWO OF
,qm%
BREAK -AWAY RANGE
—FINISH GRADE
h NIsn ulvwt I — —III I I-III=f 'SEE OSHA SECTION
�. 1926.650-652
1 =111=III=I—III—III=1 71 III 1-111=11 =III—III=III=
`1REIIGI BIp64 0
sLE 1LCKNtl1 a
CONDUCTIVE CORPORATION WATER METER BOX i µo oaAS z
STOP, MUELLER, FORD, .n q i VALVE BOX (2) 7/8' y may,
OR EQUAL LD ? RESTRAINING RODS
b S l n�7 b CONCRETE THRUST BLOCK
0 On = — 5 II 'D (2) 7/Br 9 GALV. GATE VALVE
RESTRAINING RODS 112
—I r� 6r PIPE 17 MINIMUM F
GRAVEL TO IS' NDER LOWEST Y MIN.
PAR
Z III +:I c:. ',q•OV'ANETOSr ABE� UP TO
Y HDPE SDR 7 H O ¶ o DRAIN OPENINGS.
SERVICE LINE w ,P .. ' P
cuss 51 DUCTILE IRON z s I�� a - —III — — :;.': _ 40N A L FN
WATER MAN MECHANICAL 11a �•::'�. M
y -- JOINT FITTIN^Y' 4
5' CONCRETE PIACED TO POUR CONCRETE PAD tYX1YX6r
PIPE BEDDING 12' PIPE O.D. 1Y DISTRIBUTE THRUST OVER DEEP UNDER HEEL OF FTYORPL4f i
SEE TECHNICAL SECTION 600 4 SO.DIS FT. OF VERTICAL
WATER SERVICE LINE 2 7�
UNDISNRBED EARTH (TYP) �j• / Y ��P�
NOT TO SCALE TRENCH DETAI FIRE HYDRANT DETAIL I r I `F �9rF OF
NOT TO SCAE NOT TO SCALE F FRFY M. SNI
��a�p
DRAWN KJR 6/02 CHECKED— MARRIED HOUSING PROJECT NO.
NO REVISIONS BY DAT DATE DATE LEVEL 1 APARTMENTS = FORSGREN 020096
YMa d -I.— l G, any 10 the,m..n JHai1 or DESIGNED B✓AM RIG MM SHEET NO.
LL�G
deNG, e0M." n the .....1 praperlY .1 DATE PROJECT ENOINEE REXBURG. IDAHO
F„agree MAI/ PA ,hall no D. _ ASSOCIATES / INC. MISCELLANEOUS DETAILS
".I"^' KJR T 1
capieE wiUoul IM rritlen outMrization of APPROVED AM
fOagren beociolee / PA DATE PROJECT MANAGER
e =:
BASE TO BE EITHER
ROUND OR SQUARE
GONE
SENSOR CABLE —5
GENERAL NOTES: 6
—D
STANDARD 4'-0' PRECAST MANHOLE
1. EXCAVATION AND BACKFILL INCLUDED
1
BARREL SECTIONS AS NEEDED.
IN METER INSTALLATION.
HHCA91-323
2
2
1
AV94-323W
2. DO NOT INSTALL METER BOXES IN
DRNEWAYS OR OTHER TRAFFIC AREAS.
WABASH DOUBLE UD
OR TYLER UD
CONIC. FILLETS W/
W32
6150
3. IF REQUIRED, LOWER OR ADJUST B
SERVICE UNE TO MAINTAIN 5'—O'
MIN. T SLOPE
1
POYL TUFF OR EQUAL
GROUT SMOOTH
BURIAL DEPTH.
D•' •�
N A
T
. .A .
PRECAST MANHOLE BASE
N/A
ECCENTRIC SEWER
MANHOLE „1
A
6YOKE
BAR
NOT TO SCALE
Y502
SENSOR CABLE —5
GENERAL NOTES: 6
DESCRIPTION
QTY.
1. EXCAVATION AND BACKFILL INCLUDED
1
9
IN METER INSTALLATION.
HHCA91-323
2
2
1
AV94-323W
2. DO NOT INSTALL METER BOXES IN
DRNEWAYS OR OTHER TRAFFIC AREAS.
WABASH DOUBLE UD
OR TYLER UD
1
W32
6150
3. IF REQUIRED, LOWER OR ADJUST B
SERVICE UNE TO MAINTAIN 5'—O'
POLY METER BOX
1
POYL TUFF OR EQUAL
5
BURIAL DEPTH.
4. FOR 2' METER USE FORD YCOPPERSETTER VB MODEL
N A
Vf
CLOSE CELL FOAM INSULATOR
1
N/A
SERVICE
HOUSE SIDE
MOUNT TOUCH READ
SENSOR IN UD
PVC TEE
SEWER MAIN LINE
45 ELBOW IF REQ'O.
Be SERVICE LINE
SDR 35 PVC
\�\\�f\\;
b
FLOW LINE
TYPICAL SERVICE LINE CONNECTION n
NOT TO SCALE
SENSUS SR 1000 GAL
REGISTER METER W/ TOUCH READ REMOTE
SENSOR
Y SERVICE UNE
P.E. $OR 7 I.P.S.
ITEM
DESCRIPTION
QTY.
PART NO.
1
PNGLE CARTRIDGE DUAL CHECK VALVE
1
HHCA91-323
2
ANGLE KEY VALVE AT YOKE INLET
WITH EXPANSION CONNECTION
1
AV94-323W
3
WABASH DOUBLE UD
OR TYLER UD
1
W32
6150
• 4
POLY METER BOX
1
POYL TUFF OR EQUAL
5
PVw S CRT k CAPS
1
N A
6
CLOSE CELL FOAM INSULATOR
1
N/A
7
Y P.E.
A
6YOKE
BAR
1
Y502
9
METER ADAPTER
2
1 FORD M4 OR EQUAL
Z' SERVICE UNE P.E. SDR 7 I.P.S.
NEW SERVICE LINES ARE REQUIRED
FOR ALL NEW METER INSTALLATIONS
TO THE MAIN UNE.
CONDUCTIVE CORPORATION STOP — MUELLER,
FORD OR EQUAL FOR CONNECTION TO NEW MAIN
LINES.
STREET SIDE
LINE
YES
YES BUT
NO
YES BUT r
WATER LINE
❑THE WATER LINE SHOULD BE PLACED IN THIS
ZONE IF IT IS PRACTICAL.
®THE WATER UNE MAY BE PLACED IN THESE
TO 9WERUUNE THE SEWER MUST BE REBUILT
®THE WATER LINE MAY NOT BE PLACED IN THIS
ZONE.
IN LIEU OF CONSTRUCTION OR RECONSTRUCTING
THE SEWER WITH PIPE WHICH CONFORMS TO
WATER MAIN STANDARDS THE WATER LINE OR
SEWER LINE OR BOTH MAY BE ENCASED IN 4"
OF CONCRETE MEASURED AT THE BELL.
SEWER LINE CROSSINGI ; I
NOT TO SCALE
CL
RING & COVER
RM SEWER'
NICRETE ADJUSTING
PRE BNFORCED
CO ICT
CONIC. FILLETS W/
MIN. 7 SLOPE.
TROWEL SMOOTH
MANHOLE BASE
WASEDAI sAVL I 's Z._ I
STORM DRAIN MMH09 e I
NOT TO SCALE "j• 34
1Of,
DISTRIBUTION UNE
STANDARD SET METER BOX FOR NEW AND EXISTING
"FFTf
�Z`
SERVICE UNE CONNECTION
OF
ReY
M SNS
N.T.S FOR NEW METER INSTALLAYION
PROJECT NO.
DRAWN KJR 6/02 CHECKED-
DATE D.T.
DESIGNED 5/02 RFG
LEVEL 1 APARTMENTS
L�
REXBURG. IDAHO
FORSGREN
ASSOCIATES /INC.
�p
MARRIED HOUSING
0096
NOI REVISIONS BY DAT
MISCELLANEOUS DETAILS
ET NO.
SHEET
DT -2
This decumant n oM part thereof in detail w
design concept ie (he Personal property of
i„
T. I.OJECT EHLINEE
APPROVED 5/02 KJR
Fare,,.n ,eeaaiaN, / PA and .coli not
coped .ilnoul the written awnadtalion al
Fan9ran As...Wee / P.A
GATE PROJECT Mall
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