HomeMy WebLinkAboutPLANS & LETTERS - 06-00204 - Express Wash Car Wash - Site Plan0
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12. INSTALL THRUST
CONSTRUCTION NOTES
ALL 9ENDS IN,
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1. DIMENSIONS TO, OR COORDINATES FOR, MANHOLES,
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PIPELINES, ETC., ARE TO CENTERLINE UNLESS
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OTHERWISE NOTED.
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2. ELEVATIONS SHOWN ARE TO FINISHED SURFACE
OR PIPE INVERT UNLESS OTHERWISE NOTED.
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3. GENERAL LOCATION OF UTILITIES ARE SHOWN ON
THE PLANS. THEY ARE TO BE USED FOR
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GENERAL INFORMATION ONLY AND DO NOT
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DESIGNATE EXACT UTILITY LOCATION. UTILITIES
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SHOWN ARE NOT INCLUSIVE OF ALL UTILITIES
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THAT EXIST. IT IS THE RESPONSIBILITY OF THE
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20' 10' 0 20'
CONTRACTOR TO NOTIFY THE APPROPRIATE
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UTILITY COMPANIES WHEN CONSTRUCTION MIGHT
INTERFERE WITH NORMAL OPERATION OF ANY
SCALE = 1" = 20'
UTILITIES. IT SHALL ALSO BE THE CONTRACTOR'S
RESPONSIBILITY TO HAVE THE APPROPRIATE
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UTILITY COMPANY FIELD - LOCATE ANY UTILITY
INSTALLATIONS WHICH MIGHT BE AFFECTED BY
CONSTRUCTION PRIOR TO BEGINNING WORK IN
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THAT AREA. THE CONTRACTOR SHALL BE
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RESPONSIBLE FOR MAINTAINING SERVICE OF
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EXISTING UTILITIES AND FOR RESTORING ANY
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UTILITIES DAMAGED DUE TO CONSTRUCTION.
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4. ALL UTILITY LINES ARE TO BE LOCATED AS
SHOWN ON THE
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PLANS UNLESS RELOCATED IN
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THE FIELD BY THE ENGINEER TO AVOID
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UNFORESEEN UTILITY INTERFERENCE.
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5. THERE SHALL BE A 10 FOOT MINIMUM HORIZONTAL
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SEPARATION DISTANCE BETWEEN ALL EXISTING
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WATER LINES AND NEW SEWER LINES EXCEPT
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WHERE WATER AND SEWER LINES CROSS AT
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APPROXIMATELY RIGHT ANGLES, WHERE A MINIMUM
OF 1.5 FEET OF VERTICAL SEPARATION SHALL BE
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MAINTAINED.
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6. MINIMUM CLEARANCE BETWEEN NEW PIPELINES
AND EXISTING UTILITIES AND STRUCTURES (EXCEPT
WATER LINES) SHALL BE TWO FEET HORIZONTALLY.
7. MINIMUM DEPTH OF COVER FOR WATER AND
SEWER LINES UNLESS OTHERWISE SHOWN ON THE
PLANS SHALL BE FIVE (5) FEET.
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8. PIPE MATERIAL FOR THIS PROJECT SHALL BE:
—
GRAVITY SEWER- ASTM D3034 SDR 35 PVC PIPE
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8" THROUGH 10" WATER LINE- C -900 CLASS 150
Z LL_ = Cr
PVC PIPE OR HDPE PIPE
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9. CONTRACTOR SHALL PROVIDE ANY GROUNDWATER
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DEWATERING TO CONSTRUCT THIS PROJECT.
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10. PROVIDE TRENCHING FOR ALL LINES PER
ISPWC -2000 EDITION STANDARD DRAWING SD -301.
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11. PROM JE FOR W N r ER ANO SE °,ER SEimAPA a ION
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WHERE y :a �yd°,.r� _ ±a ED ik,a
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12. INSTALL THRUST
FLOCKS AT
ALL 9ENDS IN,
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ANiCAL
RES s RAii,
RECOMMENDATIONS.
13 CONNECT NEW 10" SANITARY SEWER LINE TO
EXISTING 10" SEWER LINE. CONTRACTOR TO
VERIFY LOCATION AND INVERT OF EXISTING
LATERAL AND NOTIFY ENGINEER IF DIFFERENT
THAN THAT SHOWN ON PLANS.
14 CONNECT NEW 12" WATER LINE TO EXISTING
9 WATER LINE.
15 TERMINATE 12" WATERLINE WITH 12" CAP.
16 CONNECT TO WATER SERVICE LINE, SEE
MECHANICAL SHEETS FOR LOCATION.
: 17)GREASE TRAP AND SEDIMENT SEPARATOR TO BE
SIZED BY OTHERS.
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EAST 7TH NORTH ST
18 EXISTING FIRE HYDRANT 290 FEET SOUTH OF
SOUTH WEST PROPERTY CONER (SOUTH OF 7TH
NORTH ST) AND 170 FEET SOUTH WEST OF SOUTH
WEST PROPERTY CORNER, (WEST SIDE OF NORTH
2ND EAST).
a CONTACTOR TO INSTALL A 2" MIN DIAMETER VENT
FROM TEST MANHOLE TO INSIDE WALL OF
MECHANICAL ROOM.
TYPICAL TRENCH DETAIL PER ISPWC
SD -301 STANDARD DRAWNG.
INTSALL 1 -1/2" WATER SERVICE METER
SD -402
PER ISPWC STANDARD DRAWING.
THRUST BLOCK AND ANCHOR DETAILS
(
PER ISPWC STANDARD DRAWING.
�� mm NON- POTABLE WATER LINE SEPERATION
SD -407
PER ISPWC STANDARD DRAWING.
SD -501 INSTALL SEWER MANHOLE PER ISPWC
STANDARD DRAWING.
SD -512 TERMINATE SEWER LINE PER ISPWC
STANDARD DRAWING.
WARNING
LINE IS 2 INCHES w
AT FULL SIZE
F NOT 2" —SCALE ACCORDINGLY
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LAST ROUNDUP ANTIQUES ,_ 20' 10' 0 20'
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GRADING AND DRAINAGE PLAN
PROPERTY OR R/W LINE
LAND USE
PROPOSED MAN HOLE
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SCALE:
1 ” =20'
CONTOUR LINE
- 4250 -
PROPOSED FIRE HYDRANT
VOLUME
SQ FT
RAINFALL
INTENSITY
(IN /HR)
PEAK FLOW
(CFS)
EXIST STORM DRAIN LINE
»H. ° H . _, ._ `~ , {..H_ : °.. _
PROPOSED CATCH BASIN
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ABBREVIATIONS
EXIST WATER LINE
- -- f, °-
POLE &ANCHOR
"" °"° °` ` "'
FF
FINISHED FLOOR ELEVATION
0.08
"'
0.92
2.3
TBC
TOP BACK OF CURB
EXIST GAS LINE
...�"�..-- °.�.- 5 < °' .-. ° °�`� „ °�°
:.;
STRUCTURE
0.64
64.3
0.90
2.3
4772
FL
FLOW LI N E
EXIST TELEPHONE CABLE
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° ° °N = ' <
EXIST CURB &GUTTER
2.3
TA
TOP OF ASPHALT
"
TC
TOP OF CONCRETE
EXIST ELECTRIC LINE
EXIST SIDEWALKS
mm
TG
TOP OF GRADE
EXIST MANHOLE
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SIGN
`f %
SD
STORM DRAIN
CP1
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EXIST
EXISTING
PROPOSED CURB AND GUTTER
CONTROL POINT
W
WATER
PROPOSED SIDEWALK
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IDAHO STANDARD FOR
SD - XXX
S
SEWER
PUBLIC WORKS (ISPWC) -
2000 EDITION STANDARD
PE
POLYETHYLENE
DRAWING NUMBER
DESIGN CRITERIA
LAND USE
DRAINAGE (* YEAR EVENT)
AREA
SQUARE
FOOTAGE
ACREAGE
PERCENT
OF TOTAL
RUNOFF
COEFFICIENT
RAINFALL
DEPTH
(INCHES)
VOLUME
SQ FT
RAINFALL
INTENSITY
(IN /HR)
PEAK FLOW
(CFS)
TOTAL
43015
0.99
100
0.71
2.3
5857
3.4
2.39
TOTAL BUILDING
3597
0.08
8.4
0.92
2.3
634
TOTAL IMPERVIOUS
27662
0.64
64.3
0.90
2.3
4772
[ — TOTALLANDSCAPED
11756
0.27
27.3
0.20
2.3
451
* 50 -YEAR FOR VOLUME CALCULATION, 10 -YEAR FOR
PEAK FLOW CALCULATION. PEAK FLOW BASED ON
COMPOSITE C =0.71.
CONSTRUCTION NOTES:
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1. DIMENSIONS TO /OR COORDINATES FOR MANHOLES, Y
PIPELINES, ETC, ARE TO CENTERLINE UNLESS
OTHERWISE NOTED.
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2. ELEVATIONS SHOWN ARE TO FINISHED SURFACE OR
PIPE INVERT UNLESS OTHERWISE NOTED. Q
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3. ALL STORM DRAIN LINES ARE TO BE LOCATED AS
SHOWN ON THE PLANS UNLESS RELOCATED IN THE
FIELD BY THE OWNER TO AVOID UNFORESEEN F
UTILITY INTERFERENCE. p Z
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4. THERE SHALL BE A 10 FOOT MINIMUM HORIZONTAL w V)
SEPARATION DISTANCE BETWEEN ALL EXISTING o w
WATER LINES AND NEW SEWER LINES EXCEPT ui
WHERE WATER AND SEWER LINES CROSS AT
APPROXIMATELY RIGHT ANGLES, WHERE A MINIMUM
OF 1.5 FEET VERTICAL SEPARATION SHALL BE
MAINTAINED. o
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5. GENERAL LOCATION OF UTILITIES ARE SHOWN ON
THE PLANS. THEY ARE TO BE USED FOR GENERAL
INFORMATION ONLY AND DO NOT DESIGNATE EXACT F -
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UTILITY LOCATION. UTILITIES SHOWN ARE NOT Z `j Q
INCLUSIVE OF ALL UTILITIES THAT EXIST. IT IS THE po
RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY ? W 00
THE APPROPRIATE UTILITY COMPANIES WHEN (y Z
CONSTRUCTION MIGHT INTERFERE WITH NORMAL �L.
OPERATIONS OF ANY UTILITIES. IT SHALL ALSO BE V W N O
THE CONTRACTORS RESPONSIBILITY TO HAVE THE v I� = Q
APPROPRIATE UTILITY COMPANY FIELD LOCATE ANY 0
UTILITY INSTALLATIONS WHICH MIGHT BE AFFECTED
BY CONSTRUCTION PRIOR TO BEGINNING WORK IN O Z w
THAT AREA. THE CONTRACTOR SHALL BE 0 m
RESPONSIBLE FOR MAINTAINING SERVICE OF
EXISTING UTILITIES AND FOR RESTORING ANY I' Q Lo W
UTILITIES DAMAGED DUE TO CONSTRUCTION. `� po D:
6. MINIMUM CLEARANCE BETWEEN NEW PIPELINES AND III
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EXISTING UTILITIES AND STRUCTURES (EXCEPT
WATER LINES) SHALL BE TWO FEET HORIZONTALLY.
7. MINIMUM DEPTH OF COVER FOR STORMDRAIN LINES
UNLESS OTHERWISE SHOWN ON THE PLANS SHALL
BE TWO (2) FEET.
8. PIPE MATERIAL FOR THIS PROJECT SHALL BE:
SEWER GRAVITY LINE - ASTM D3034 >- O
SDR 35 PVC Q x F- Z
WATERLINE - C -900 CLASS 150 PVC Z O U
PIPE u- Z) �
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STORM DRAIN - HDPE J O U
9. CONTRACTOR SHALL PROVIDE ANY GROUNDWATER Z Z uj
DEWATERING NECESSARY TO CONSTRUCT THIS CL O
PROJECT.
qk 1 TYPICAL TRENCH DETAIL PER ISPWC � M a.
SD-30
STANDARD FaRf- 4,N u r
as " :) , -r : I L L C UR S AN r, — 7 PER L'F
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SD -704 INSTALL CURB AND GUTTER TYPE 'i m a w z
(ROLL GUTTER) PER ISPWC STANDARD ° ' ° "
DRAWING.
SD -709 INSTALL SIDEWALK PER ISPWC
STANDARD DRAWING
SD -601 INSTALL CATCH BASIN PER ISPWC C
STANDARD DRAWING WITH
SD -610 STANDARD GRATE.
SD -603 INSTALL CATCH BASIN PER ISPWC
STANDARD DRAWING WITH
SD -610 STANDARD GRATE.
O 1 RELOCATE TRAFFIC SIGN BEHIND NEW SIDEWALK.
COORDINATE WITH IDAHO TRANSPORTATION
DEPARTMETN IN RIGBY.
O 2 MATCH TOP OF ASPHALT AND MATCH TOP
BACK OF CURB WITH BACK OF WALK.
TRANSITION INTO FULL CURB AND GUTTER.
O 3 MATCH TOP OF ASPHALT WITH BACK OF ROLL
GUTTER AND MATCH TOP BACK OF CURB WITH 1 7 1 1
BACK OF ROLL CUTTER THEN TRANSITION INTO
FULL CURB AND GUTTER.
4 MATCH EXISTING TOP OF CONCRETE. A
5 EXTEND EXISTING DRIVEWAY APPROACH 7 FEET A
TO SOUTH.
O EXTEND SIDEWALK TO BACK OF EXISTING
DRIVEWAY APPROACH FOR LAST ROUNDUP
ANTIQUES. ti
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O CONCRETE ISLAND FOR VACUUM EQUIPMENT
SHALL BE DESIGNED AND LOCATED BY OTHERS.
O EQUIPMENT PAD AND DUMPSTER ENCLOSURE TO
BE DESIGNED AND INSTALLED BY OTHERS.
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WARNING
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AT FULL SIZE N z
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SCALE: 1 "=20'
COMPACTED I
DRY DENSITY
THE MARSHAL
COMPACT TO
95% MAX DR1
DENSITY
COMPACT TO
MAX DRY DEN
PER ASTM D1
NEW ASPHALT DETAIL 1
SCALE: NTS I C1.1
PHALT
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RUN
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CURVE TABLE
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LENGTH
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CHORD- BEARING
CHORD
Cl
16.45
10.50
S44 "E
14.82
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27.58
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HORIZONTAL CONTROL PLA
SCALE: 1 "=20'
COMPACTED I
DRY DENSITY
THE MARSHAL
COMPACT TO
95% MAX DR1
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MAX DRY DEN
PER ASTM D1
NEW ASPHALT DETAIL 1
SCALE: NTS I C1.1
PHALT
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CURVE TABLE
CURVE
LENGTH
RADIUS
CHORD- BEARING
CHORD
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16.45
10.50
S44 "E
14.82
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30.63
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27.58
C4
16.40
10.50
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14.78
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30.80
19.50
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C6
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27.50
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10.00
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7.65
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10.00
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AT FULL SIZE z
CON STRU TI ON NOTES
1. ALL DISTANCES AND DATA SHALL BE CHECKED
BY THE CONTRACTOR PRIOR TO THE START OF
CONSTRUCTION. IN CASE OF CONFLICT THE
ENGINEER SHALL BE NOTIFIED IMMEDIATELY SO
THAT CLARIFICATION MAY BE MADE PRIOR TO
THE START OF THE WORK.
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N 7928,'7
E 75-893 4
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UNDISTURBED NATIVE MATERIAL
NOTE•
1. HOT PLANT CONCRETE ASPHALT PER ISPWC -2000
EDITION STANDARD DRAWING SD -801
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CON STRU TI ON NOTES
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ENGINEER SHALL BE NOTIFIED IMMEDIATELY SO
THAT CLARIFICATION MAY BE MADE PRIOR TO
THE START OF THE WORK.
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N 7928,'7
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UNDISTURBED NATIVE MATERIAL
NOTE•
1. HOT PLANT CONCRETE ASPHALT PER ISPWC -2000
EDITION STANDARD DRAWING SD -801
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Kurt Hibbert
Planning & Zoning Administrator
City Of Rexburg
0
Included are three preliminary site plans for a proposed car
wash at Approx. 750 2 East, Rexburg. I am hoping this can be
presented at the May 4' meeting. Please let me know you have
received it and which Thursday it will be.
Thankyou,
Tim Kaiser.
Tim Kaiser
26433 Thacker Dr.
Hemet, Ca. 92544
adpeddler44kyahoo.com
951.634 -4129
0
September 5 2006
Janell Hansen
City Of Rexburg
19 E. Main St.
Rexburg, Idaho 83440.
RE: Car Wash Site Plan
Permit Number: 06 00204
I believe I have addressed all the revisions requested from the initial site plan review
except lighting. May I request to defer the shielded lighting submittal which will meet
city and pollution standard's when the electrical engineer is engaged? I thank you for
your time and look forward to moving ahead with this project.
Best Wishes,
-- 4 .
Tim Kaiser
5434 Trade Wind Dr.
Windsor, Co. 80528.
951.634 -4129
970.223 -6842