HomeMy WebLinkAboutSITE PLAN - 02-00086 - Paddington Court Apartments - 4 Buildings (79 Units)M
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Lot 3 Block 2 of the Westates Subdivision No. 1
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Section 25, Township 6 North, Range 39 E.B.M.
City of Rexburg, Madison County, Idaho.
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DESIGNED:
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Schiess Associates
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BY
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APPROVED:
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KJR
PHS
This document or any part thereof in detail or design
CONSULTING E N G I N E E
concept is the property of Schiess & Associates and CAD NAME:
shall not be copied in any form without the written
HORZ. SCAL E?
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58.30 TBC�
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STD CURB
--- -- --- GUTTER--7'
BOUNDARY
46 HIGH POINT 58.75-\
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DESCRIPTION
BREAK LINE
Lot 3 Block 2 of the Westates Subdivision No. 1
✓
Section 25, Township 6 North, Range 39 E.B.M.
City of Rexburg, Madison County, Idaho.
DRAWN:
CHECKED:
KAM
DESIGNED:
KJR
Schiess Associates
q0.1 REVISIONS
BY
DATE
APPROVED:
S4
KJR
PHS
This document or any part thereof in detail or design
CONSULTING E N G I N E E
concept is the property of Schiess & Associates and CAD NAME:
shall not be copied in any form without the written
HORZ. SCAL E?
1 r1=501
authorizotion of Schiess & Associates. WESTESTATE-1-S) T
'VERT. SCALE;
N/A
COPYRIW 0 2DOO
M
N89-44'0 ?E 482.37 x
SNOWSTORAGE
57,90 TBC
\j
58.30 TBC�
2
.--LIP DOWN CURB
CONSTRUCT FENCE
7
BADHAM CONSTRUCTION
BLOCK 2, LOT 3, WESTATES SUBDIVISION
REXBURG, IDAHO
82'
STD CURB
--- -- --- GUTTER--7'
x Uj
46 HIGH POINT 58.75-\
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V)
BREAK LINE
.--LIP DOWN CURB
CONSTRUCT FENCE
7
BADHAM CONSTRUCTION
BLOCK 2, LOT 3, WESTATES SUBDIVISION
REXBURG, IDAHO
FB 1100 SERIES
CORPORATION STOP DIRECT z
TAP W/ CC THREADS IS. :2
MATCH EXISTING
LINE SIZE
.12" MIN.
RADIUS
OFFSET CORP. —3/4 BEDDING z 2 MIN. CRUSHED AGGREGATE
STOPS 15' M
7-77,
WATER SERVICE LINE CONNECTION
GRADE RINGS
AS NECESSARY
ECCENTRIC CONE ---,,- -
GASKET ALL JOINTS-----,
5'-0" DIA.
PRECAST CONCRETE MANHOLE
BARREL SECTIONS AS RECD'
FLEXIBLE KOR-N -SEA L 4" D.I. PIPE
CONNECTOR
VALVE BOX SETTO
BELOW ASPHALT
SURFACE FINISHED GRADE
FINISHED GRADE
VALVE NUT EXTENSION TO
WITHIN 6" OF SURFACE
HYDRANT
WATER US BRAND)
PLACE SAFETY FLANGE OR
FLANGE WITH BREAK AWAY
BOLTS 2" MIN, 8" MAX.
ABOVE GRADE
USE NATIVE MATERIAL FREE OF ROCKS
12" LARGER THAN 1 INCH IN DIAMETER AS
BEDDING. IF ROCKS LARGER THAN 1
MIN. TYP. INCH ARE PRESENT, USE CRUSHED
AGGREGATE OR SAND ASS APPROVE
BY THE ENGINEER IN EACH LOCATION.
6" GATE VALVE� 3 STANDARD TRENCH DETAIL SCORE CONTROL JOINT
I 4PLACES
Arm s
Ncli ess & Asniociatc
CONSULTING ENGINEERS
copyffl%ff 0 zm!
CONC. COLLAR
/—#4 REBAR, 12 pp OVERLAP
THE WORD k* WATER #j --/ -
TO BE ENGRAVED \-VALVE BOX
ON COVER
5
ON CRETE COLLAR FOR VALVE BOX
BADHAM CONSTRUCTION
LOCK 2, LOT 3 WESTATES SUBDIVISION
REXBURG, IDAHO
PADDINGTON COURT
DETAILS
PROJECT NO.
02158-1
SHEET NO.
D-1
7,
TRENCH BACKSLOPE PER
O.S.H.A. OR SUITABLE SHORING
THRUST BLOCK
THRUST BLOCK
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BEDDING
4 VALVE &
HYDRANT
F ------------ 4
USE NATIVE MATERIAL FREE OF ROCKS
12" LARGER THAN 1 INCH IN DIAMETER AS
BEDDING. IF ROCKS LARGER THAN 1
MIN. TYP. INCH ARE PRESENT, USE CRUSHED
AGGREGATE OR SAND ASS APPROVE
BY THE ENGINEER IN EACH LOCATION.
6" GATE VALVE� 3 STANDARD TRENCH DETAIL SCORE CONTROL JOINT
I 4PLACES
Arm s
Ncli ess & Asniociatc
CONSULTING ENGINEERS
copyffl%ff 0 zm!
CONC. COLLAR
/—#4 REBAR, 12 pp OVERLAP
THE WORD k* WATER #j --/ -
TO BE ENGRAVED \-VALVE BOX
ON COVER
5
ON CRETE COLLAR FOR VALVE BOX
BADHAM CONSTRUCTION
LOCK 2, LOT 3 WESTATES SUBDIVISION
REXBURG, IDAHO
PADDINGTON COURT
DETAILS
PROJECT NO.
02158-1
SHEET NO.
D-1
� THRUST BLACKING DETAIL
2 TYPICAL WATER LINE PLACEMENT
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KJR
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DESIGNED: ;
RNSIONS
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This document or any part thereof detail i f'R i.
concept :. the property of -: & Associates: and,
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shall not be copied in any form without the written
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1. WRAP ALL IFITTINGS WITH 8 MIL TO POLYETHYLENE ENCASEMENT
rR CONCRETE FROM ADHERING TO THE FITTINGS.
2. THRUST BLOCKING CONCRETE P
3. ALL THRU T BLOCKS ARE TO BE FORMED ON THE VER11CAL
PLANES. I
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ASPHALT 1... PAVEMENT
OF 3/4" AGGREGATE BASE
r, R BORROW
PARKING LOT :CROSS SECTION
INSTALLATIONS ARE MADE. i
REFER TO iDAPA 58.01.08 IDAHO RULES FOR PUBLIC DRINKING WATER
SYSTEM.
Nchiess & Associates
CONSULTING ENGINEERS
s' t►' i, ii
BADHAM CONSTRUCTION
BLOCK 2, LOT 3, WESTATES SUBDIVISION
REXBURG, IDAHO
PADDINGTON COURT
DETAILS
DIMENSION FOR 1ST BLOCKING
FIT
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PLUGS
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REDUCERS
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14"
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3'-10-
6P-6"
1-11
0-9"
3t-5"
1-5"
2#-5"
! i '' V
1. WRAP ALL IFITTINGS WITH 8 MIL TO POLYETHYLENE ENCASEMENT
rR CONCRETE FROM ADHERING TO THE FITTINGS.
2. THRUST BLOCKING CONCRETE P
3. ALL THRU T BLOCKS ARE TO BE FORMED ON THE VER11CAL
PLANES. I
a
ASPHALT 1... PAVEMENT
OF 3/4" AGGREGATE BASE
r, R BORROW
PARKING LOT :CROSS SECTION
INSTALLATIONS ARE MADE. i
REFER TO iDAPA 58.01.08 IDAHO RULES FOR PUBLIC DRINKING WATER
SYSTEM.
Nchiess & Associates
CONSULTING ENGINEERS
s' t►' i, ii
BADHAM CONSTRUCTION
BLOCK 2, LOT 3, WESTATES SUBDIVISION
REXBURG, IDAHO
PADDINGTON COURT
DETAILS
GRADE RINGS AS REQtD
FRAME & COVER #4 CONT. HOOP CENTERED IN COLLAR
FINISHED GRADE
--*12
ARE CSI
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3kss & Associates
CONSULTING NG
COPYRKWO2000
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TEE OR APPROVE
CONNEC11ON
ABSOLUTE MIN. GRADE 1/8-/`"F"```T.(!7o)
m
0
PRECAST MONOLITHIC
CONCENTRIC CONE SECTION
POLY STEPS
MIN, GRADE
(TYPICAL)
GASKET ALL JOINTS
4'-0" DIA
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—PRECAST CONCRETE MANHOLE—BARREL
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SANITARY SEWER
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SERVICE LINES
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6" I N
PREFABRICATED BASE.
CAST IN PLACE BASES
ARE ACCEPTABLE WITH
APPROVED DESIGNS.
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CONSULTING NG
COPYRKWO2000
A FS]
TEE OR APPROVE
CONNEC11ON
ABSOLUTE MIN. GRADE 1/8-/`"F"```T.(!7o)
m
1, No, U, . 1,
MIN, GRADE 1/4-/FT-(2%)
BADHAM CONSTRUCTION
BLOCK 2, LOT 3. WESTATES SUBDIVISION
REXBURG, IDAHO
TYPE E �, �� ra J ra
(SEE NOTE 3)
MIN, GRADE
"Elt
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2
SANITARY SEWER
-
SERVICE LINES
1, No, U, . 1,
MIN, GRADE 1/4-/FT-(2%)
BADHAM CONSTRUCTION
BLOCK 2, LOT 3. WESTATES SUBDIVISION
REXBURG, IDAHO
TYPE E �, �� ra J ra
(SEE NOTE 3)
- 1 26
STREET CROSS SLOPE - \ -- I— J— ?r EXPANSION JOINT
SIDEWALK 4'
TOP BACK OF CURB
PROFILE GRADE
SEMINARY STREET---
LIP OF GUTTEF
2
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PLAN
K"""�FLARED DRIVEWAY DETAIL
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4" CONCRETE SIDEWALK
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. . . . . . CRUSHED GRAVEL BASE
VALVE BOX SET TO
1/2" BELOW
FINISHED GRADE
FINISHED GRADE
VALVE NUT EXTENSION TO
WITHIN 6" OF SURFACE
I
CRUSHED GRAVEL BA
Nchiess& Associates
CONSULTING ENGINEERS
COPYRIGHT 0 2000
FOR DETECTABLE WARNING
SURFACE, SCORE MAIN RAMP SLOPES FROM DEPRESSED
AND FLARED SURFACES TO NORMAL HEIGHT
PARALLEL TO SLOPES W/ 1 SLOPE
�DEEP TOOLED JOINTS -0 6"
CURB AT FRONT
O-C, IN CONCRET
mill..
GALV. x PE COUPLER
5� RP-BACKFLOW PREVENTOR DETAIL
BADHAM CONSTRUCTION
BLOCK 2, LOT 3, WESTATES SUBDIVISION
REXBURG, IDAHO
FOR !DETECTABLE WARNING
SURFACE, SCORE MAIN RAMP
AND FLARED SURFACES
PARALLEL TO SLOPES
DEEP TOOLED JOINTS @ 6"
O.C. IN CONCRETE.
mlpjl W
CURB AT FRONT
OF ACCESS CUT
FLUSH WITH
GUTTER
3 ")DEPRESSED ACCESS WITH UTILITY STRIP
FLUSH WITH GUTTER
FOR
DETECTABLE
WARNING SURFACE, SCORE MAIN
RAMP AND FLARED SURFACES
PARALLEL TO SLOPES W/ 1"
DEEP TOOLED JOINTS @ 6" O.C.
IN CONCRETE
EPRESSED ACCESS
GALV. x PE COUPLER
5� RP-BACKFLOW PREVENTOR DETAIL
BADHAM CONSTRUCTION
BLOCK 2, LOT 3, WESTATES SUBDIVISION
REXBURG, IDAHO
FOR !DETECTABLE WARNING
SURFACE, SCORE MAIN RAMP
AND FLARED SURFACES
PARALLEL TO SLOPES
DEEP TOOLED JOINTS @ 6"
O.C. IN CONCRETE.
mlpjl W
CURB AT FRONT
OF ACCESS CUT
FLUSH WITH
GUTTER
3 ")DEPRESSED ACCESS WITH UTILITY STRIP
30 DIA. CATCH BASIN
TYPE 1
A
.4
ENE
olm
--0-20" DIA. ON
Typ.
PLAN VIEW
37" DIA.
3 1/2- 30" DIA.
SECTION A
S-3"
ITD STD. SIZE "A" GRATE
FOR ITD TYPE 1 C.B.
C & G W/ JTD FRAME
& GRATE CAST IN C & G
FLOW
Lo . W
BOTTOM OF CURB
( 2 1ISOIVIETRIC VIEW
I v
B SECTION B
SHOWN WITHOUT FRAME & GRATE
HIN WALL
'NOCKOUTS SEE iNO
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H I le"Im!
. . . . . . . . . .
Nchiess & ASS;ocia--Jt-es
CONSULTING ENGINEERS
COMOff 0 2OW
FRAME & GRATE INLET
(STATE STD. SIZE "A" SHOWN)
CURB GUTTER
&
2- ALL LAPS TO BE A MINIMUM OF 48 BAR
DIAMETERS,
3. CLEAR SPACING BETWEEN ANY PARALLEL
PAVEMENT SURFACE
(2) #4 REBAR
REINS TO BE A MINIMUM OF 1 1/2".
ANCHORS — LOCATE
4- MANHOLE SECTIONS ARE DESIGNED
3 1/2" FROM EDGE
TO MEET ASTM 0478
OF OPENING (TYP.)
LID DESIGN CRITERIA:
CONCRETE STRENGTH (28—DAY) 5,000 PSI
STEEL YIELD STRENGTH PSI
29" DIA.
SOIL DENSITY 120 PCF
EQUIV. SOIL FLUID PRESSURE 45 PCF
DEPTH OF FILL 0 FT
30" DIA.
AASHTO LOADING HS20
NOTE:
C SECTION C
1. THE USE OF THIN WALL KNOCKOUTS
30 DIA. CATCH BASIN HEAD
IN CATCH BASIN BARRELS IS NOT
MANDATORY. FACTORY OR FIELD
CURB & GUTTER STY LE
CORED HOLES IN A STD. 3'-0" DIA,
TYPE III R.C.P. PIPE SECTION IS
ALSO APPROVED.
PROJECT NO.
BADHAM CONSTRUCTION
PADDINGTON COURT 02158-11
BLOCK 2, LOT 3, WESTATES SUBDIVISION
REXBURG, IDAHO
SHEET NO.
D ET , LS D-5