HomeMy WebLinkAbout22-06-33 CB Shop, Thompson Farm Road - Plans & Specs, DEQ Approved 08082022 (2)we
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11 T111- AT
CB SHOP SUBDIVISION
THOMPSON FARM ROAD
CONSTRUCTION PLANS
Located in
Rexburg, Idaho
March 2022
NOTES:
22-06-33
Envirohnserttal Engineer
These pians andfor specificadim have been reviewed for
compliance with the Idaho Dept. of EnvirmrA rttai Quality
regulations. This review does not reWekibe'owner, engineer,
or the contractor of the respontibNitii io design or construct
these facilities in cornpliance with al current applicable
federal, state, and local Ades, fatfars, or ordinances.
Refer to letter of
to
Dated: Z Z
fMans andjor specHications must be for0 If
construction is not Initiated on or before
CB SHOP
DAVID DECKER LLC
SHIRE FABRICATION
CB SHOP
LLC
PROPOSED TANK
FARM ROAD
PROJECT
WESTMARK
LOCATION
CB SHOP LLC
CHRISTEN'SEN BROTHERS
BODY SHOP
1. ALL SITE WORK PERFORMED ON THIS PROJECT SHALL BE
CONSTRUCTED IN ACCORDANCE WITH CITY OF REXBURG
STANDARD DRAWINGS LATEST EDITION, AND THE IDAHO
STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC)
2020 EDITION IN THE ORDER LISTED AS TO PRECEDENCE
WITH REGARD TO CONFLICTS.
2022AGD5307
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SHUPE FABRICATION
TG=4872.13
RING MH=4872.91
NV.OUT INLET BOX=4870.13
NVJN TO CHAMBERS= 4869.13 �\
BTM. MH =4866.13 /`L7
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LOT 1 BLOCK 1
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STA:4+49.]8 STA:4+60.28 INV.OUT INLET BOX -4870.10
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505..001 OFF:65.00 L INV.IN TO HAMBERS= 4869.10
BTM. MH =48`66.10
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INV.IN TO CHAMBERS- 4869.13
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STA:2+59.34
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RING MH=48]2.91
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OFF.
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LEGEND
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LU
0
` LU LU
= 0.75
LANDSCAPING, TREES, AND SIDEWALK
LOT 2 BLOCK 2
= 0.9 in/hr
TO BE CONSTRUCTED WITH THIS
AREA (A)
= 0.69 acres
PROJECT.
ACC 55 5_A:4+51 85 1
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LANDSCAPING, TREES, AND SIDEWALK
T (Storm Duration) = 1 hr = 3600 seconds
��
TO BE CONSTRUCTED WITH INDIVIDUAL
OFF 04'R
12" Rock
PARCEL SITE PLANS
p
12" Rock
ry RING MH=4872.90
TREE -2Y2"CALIPER -30'O.C.
LOT 2 BLOCK 1
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STA:6+32.11
CALCULATED USING THE FOLLOWING VALUES:
�
a p3i2v2
TT 0
OFF:65.001
East End
L Z
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� OFFSTA::65. 6+41 'L s LOT 3 BLOCK 1 zs.
1
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OFF:65.001
4
STA:6+67.10
very
/
LU
0
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- aP.08�=6-05
OFF:65.00'L
REQUIRED STORM WATER TO RETAIN ON SITE WAS
CALCULATED USING THE FOLLOWING VALUES:
(RATIONAL METHOD)
East End
West End
LLJ w
INTENSITY (i) = 0.9 in/hr
C (weighted)
= 0.75
AREA (A) = 0.88 acres
INTENSITY (i)
= 0.9 in/hr
Q = CIA = 0.64 cfs
AREA (A)
= 0.69 acres
T (Storm Duration) = 1 hr = 3600 seconds
ACC 55 5_A:4+51 85 1
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V = CiAT = 2,290 cu. R. Total
T (Storm Duration) = 1 hr = 3600 seconds
��
V = CAT=
OFF 04'R
12" Rock
PT' 7+16.85
474.42 FG
p
12" Rock
ry RING MH=4872.90
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INV.OUr INLET BOX=4870.10
INVAN TO CHAMBERS= 4869.10
\
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SCALE:i"=30
W
STM. MH =4866.10
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STA:6+60.91 \
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STA:8+30.94
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OFF:65.00'R \
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OFF:O.00'R
STA:8+35.83
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STA:6+66.88
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OFF:65.00'R
OFF:0.001
cc
�G = J
LOT 1 BLOCK 2
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to 0 < LL
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PVI STA: 6+00.00
PVI EUN: 4872.60
U O
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K: 43.43
(n
LVC 100.00
v
LOW
LOW
PT. STA: 5+82.13
PT ELEV: 4872.85 o
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0 CONSTRUCTION KEYNOTES
01 4' CONCRETE DOGHOUSE MANHOLE
02 4' CONCRETE MANHOLE PER
ISPWC STD. DWG. SD -501
03 8" SDR35 PVC SAN. SEWER MAIN
04 4" SDR35 PVC SAN. SEWER SERVICE LINE
05 REMOVE THRUST BLOCK / CAP CONNECT TO EXISTING
WATER LINE
06 8" CLASS 50 DUCTILE IRON WATER PIPE (6' BURY)
07 2" WATER SERVICE LINE AND METER BOX PER
REXBURG STD. DWG. 13
08 STD. FIRE HYDRANT PER ISPWC STD. DWG. SD -404
09 STREET LIGHT PER REXBURG STD. DWG. 9 & 10
10 COMMERCIAL CURB, GUTTER, & DRIVEWAY PER
REXBURG STD. DWG. 7
11 STORM DRAIN INFILTRATOR PER
REXBURG STD. DWG. 16
12 ADJUST VALVE / MANHOLE TO GRADE
13 REMOVE POWER POLE BY RMP
14 12" CMP - 20 GUAGE
15 SAWCUT AND REMOVE CURB, GUTTER, AND SIDEWALK
16 SINGLE DIRECTION DEPRESSED ACCESS PER REXBURG
STD. DWG. 7. INSTALL NEW CONCRETE SIDEWALK TO
MATCH EXIST. SW.
17 4' CONCRETE CROSS DRAIN PER REXBURG STD. DWG. 7
18 FUTURE TRAFFIC SIGNAL POLE LOCATION
19 ELECTRICAL CONDUIT - PER THE CITY OF REXBURG
ENGINEERING STANDARDS.
20 EXISTING BILLBOARD - DO NOT DISTURB
21 TEMPORARY TURNAROUND - 2" GRAVEL/12" PIT RUN
22 1" LANDSCAPE WATERLINE WITH APPROVED
BACKFLOW PREVENTOR PER REXBURG STD. DWG. 13
23 LARGE SHRUB
24 SAWCUT AND REMOVE EXISTING 2nd EAST, TRANSITION
TO NEW THOMPSON FARM ROAD. REPLACE 2nd EAST
WITH 4"PAVE /10" CRABS / COMPACTED SUBGRADE.
STORMWATER NOTE
REQUIRED STORM WATER TO RETAIN ON SITE WAS
CALCULATED USING THE FOLLOWING VALUES:
(RATIONAL METHOD)
East End
West End
C (weighted) = 0.80
INTENSITY (i) = 0.9 in/hr
C (weighted)
= 0.75
AREA (A) = 0.88 acres
INTENSITY (i)
= 0.9 in/hr
Q = CIA = 0.64 cfs
AREA (A)
= 0.69 acres
T (Storm Duration) = 1 hr = 3600 seconds
Q = CIA
= 0.47 cfs
V = CiAT = 2,290 cu. R. Total
T (Storm Duration) = 1 hr = 3600 seconds
V= 1,145 cu. ft. per side = 14 SC 740 units /
V = CAT=
1,692 cu. ft. Total
12" Rock
V= 846 cu. ft. per side = 10 SC 740 units/
12" Rock
R R
EMENi
17.5' UTUTV 8 1- UTIIJTY
S SIDEWALKUND&CAPING 5'61DEWALK
ASPHALT BPL ASPHALT
25' 25212S TBC TSW
2%S FOO.O UP 9.85 O 10030
99.50 �3�L0P
2a°h SLOPE ov°SLOPE
VETEB PIT
CITV
PER
GRANULAR BORRROW ELJ"AGGREGATE A ASE
STD.DWG.13 MxPAVFMENT STD, CURB A GETTER 11 SHE
.IN. 20- GRANULAR BORROW UP SIDE9
GEOTEKTUE FABRIC BE—M AND
THOMPSON FARM ROAD
MINOR ARTERIAL STREET
MODIFIED TYPICAL SECTION 5
REXBURG STD. DWG. SHEET 3
N.T.S.
PROTECOR
TREE WITHRUBBER
E. R SIR— (TwJ
/10 GAUGE WIBE
BOWOODOTBLLL TREE WMP TO FlRTT BRANCH
MIN. SPEC FlGTON-BEE
B
3
U. -FORM SAUCER
SONIFY SOIL SURROUNWNG
ROOTBAL (SIDES AHD BORON) REMOVE GWIRE BASKET,
AND ALL OR ROPE OM
OF AIN R FR
SET TREE BALL ON 6" HGH TOP 1/3 OF ROOT BALL
CREOTA_', ATTUaB sIITICNTLv PLANTING SOL MIX. TREAT WITH
�EE.JliES
1 TREES WITH 2.5" CALIPER MUSE H A MINIMUM —ME OF 500
OF OF NEW PIANBNG SOIL MIA AROUND THE ROOT BALL
2. TREES WTH 3" CALIPER MUST HAVE A MINIMUM VOLUME OF T50
OF OF NEW PIPNENC SOIL MIX AROUND THE ROOT &LLL
CONTRAROR TO CONFlRM PERCDLATeN OF ALL REWIRING PITS
PRIOR TO TREE INETAULATON. IF POS DO NOT PERCOUTE, INSTALL
Ap PERFORATED UNDERDRAN AT BOTTOM OF PR AND CONNECT TO
NEAREST DOWNSTMEAM STORM CATCHBASIN/MMWLE.
TREE PLANTING DETAIL
1 — LOCAL UTILITY LOCATING AGENCY AND VERRY ALL
ND LRILMES PROM TO BEGINNING WORK. T
HOURS
S GENRE YOU OIG CALL 'LOGE UTUR LOGiiNG 2
AGENCY NAME" AT 1-800-%%X AN'N
UTURES
DISTIRIEED BY CONETRUc08N sWLL BE NEPAREo AT
CONTRACTOR'S O(PENSE
SCREPPNC£B BETWEEN THESE PLANS AND AC
CEiDNK
CONORSHOULD FONS SHD BE REPORTED TO THE
ONSTBUCRON MANAGER IMMEDUTEY.Y FOR —UT -
3. IN AREAS OF NEW TURF PUCE A" MINIMUM TOPSOIL, FINE
GFADE 8 E6UBU1H NRF WITHIN SEED UNIT MMES,
A PIACE SHREDDED HARDWOOD MULCH TO A 3" DEPTH IN A
TREE, SHRUB AND GROUNOCO\ER EMS. COORgH TE COL(
W/ OWNER.
5 UNUESS OTHERWISE o AREAS TT
STURBEOAREAS WITNNGRACEPSOIL, THE R
THE BEEDING UNIT SHOWN
BED BY CONSTRUCRON.
6. REPAIR AND RESTORE ANY DNRAC£ OUTSIDE OF UNIT OF
WORK UNE TO ORIGINAL COISIT10N.
T. PROTECT ALL TREES AND EXISTNG FEATURES TO REMAIN A
SPESFED.
B. BILL LLC
ASIDCK SHALL BE FlUTNM E
CIISSOUWITH WELL
LL
DEVELOPED BRANCH SYSTEMS ANC MGORDU5 NEAL- R01
NALL BE WEBL .'DM—.M—.-
9.
OMEDANDTHERM
9. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR PLANDNGS
EMIRSIRRIGATON INTTALATON AND GRE/OPETATDN FOR T
WARRANTY/MAMENANCE PERIOD UNLESS COMRACT
OTRERWISE
10. LANDSCAPE BEDS TO BE IRRIGATED WITH DRIP ONES AND
PLL EAWN AREAS TO BE IRPoGTED WITH ROTOR HEADS.
IRRIGATION UR. L.CE, ASPHALT OR CONCRETE PAVEMEH
TO BE IN A SCHEUUIE a0 — SLEEVE 1" LARGER THAN
THE OUTSIDE OIAMEEER OF THE IRRCATWN UNE, BURIED I
MINIMUM OF 21' BELOW FINISHED GRADE.
11. CONTRACTOR RESPONSIBLE TO LOGTE SHE UGHBING
SERMCES, COMRACTOR RESPONSIBLE TO NOTFY
CONSIBUCTOR MANAGER IF DAMAGE TO LIGNRNG ELECTRIC
OISTRIBUTON OCCURS.
12. UNLESS OTNERW6E SPEOIE. ALL PERENNWLB, GRASSES
AND OCC -S SHALL BE GROWN IN THEIR CONTAINE
FOR ONE YEAR PRIOR TO INTTPILATON.
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