HomeMy WebLinkAboutSITE PLAN Rev. (2) 2.26.2020 - 20-00068 - 20-00059 & 20-00060 - 710 S 5th WAPPROVED BY:
CITY OF REXBURG ENGINEERING DEPARTMENT
APPROVED BY:
CITY OF REXBURG FIRE DEPARTMENT
APPROVED BY:
ROCKY MOUNTAIN POWER
APPROVED BY:
CENTURY LINK
APPROVED BY:
INTERMOUNTAIN GAS
GENERAL NOTES
1. UNLESS OTHERWISE SHOWN ON THESE PUNS ALL WORK 15 TO BE IN ACCORDANCE WITH THE CURRENT CITY OF REXBURG
STANDARD DRAWINGS AND SPECIFICATIONS - NSPWC STANDARDS IF APPLICABLE). THE CONTRACTOR IS REQUIRED TO HAVE A
CURRENT COPY OF SAID STANDARDS ON SITE AT ALL TIMES.
Z. ALL DISTANCES AND DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. IN THE EVENT OF
CONFLICT THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY 50 CLARIFICATION MAY BE MADE PRIOR TO THE START OF
CONSTRUCTION.
3. EIEVATIONS SHOWN ARE 2004 CIN DATUM AND ALL ELEVATIONS AND ARE TO FINISHED SURFACE OR PIPE INNER UNLESS
OTHERWISE NOTED.
4. THE CONTRACTOR SHALL PROVIDE REQUIRED TRAFFIC CONTROL IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL
ON UNIFORM TRAFFIC CONTROL DEVICES (MLTMD).
5. GENERAL LOCATIONS AND SIZES OF UTILITIES ARE SHOWN ON THE PUNS. THEY ARE TO BE USED FOR GENERAL INFORMATION
PRIOR TO BEGINNING WORK IN THAT AREA. THE CONTRACTOR SHALL BE RESPONSIBLE MR MAINTAINING SERVICE OF DURING
UTILITIES AND FOR RESTORING ANY UTILITIES DAMAGED DUE TO CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING SOURCES FOR GRANULAR MATERIAL DISPOSAL SITES, AND AMI
ADDITIONAL MATERIALS THAT MAY BE NECESSARY FOR PROPER CONSTRUCTOR! OF THIS PROJECT.
T. R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ARRANGEMENTS FOR WATER REQUIRED FOR TESTING
9. APPROVAL OF THE CITY ENGINEER IS REQUIRED FOR ANY PROPOSED CONSTRUCTION WITHIN A PUBLIC RIGHT-OF-WAY OR
EASEMENT.
10. ALL CONSTRUCTION INCLUDING CONCRETE/ASPHALT PLACED WITHIN THE RIGI F-VVAY REQUIRES INSPECTION AND
APPROVALOF THE CITY ENGINEERING DEPARTMENT. THE DEPARTMENTSHALLSE NOTIFIRE AT LEAST FOUR (4) HOURS PRIORTO
PLACEMENT (359 3020).
11, APUBLK RWMOBWAY USE PERMIT IS REQUIRED FOR ANY WORKWNHIN ANY PUBLIC RIGHT-OFWAY OR EASEMENT. THE CITY
OF REXBURG ENGINEERING OEMBFMENT SHALL BE NOTIFIED AT LEAST TWO (2) DAYS PRIOR TO ANY EXCAVATION UNDERTHIS
PERMIT (3594020).
12, ME CONTRACTOR SHALL RETAIN AND PROTECT OR REMOVE AND REPLACE ALL LANDSCAPING, TREES, UTILITIES, DITCHES,
CULVERTS. FENCES, MAILBOXES, SIGNS, LIGHT POLES, HEAD GATES, AND ALL OTHER MISCELLANEOUS RIMS AS CALLED FOR IN
THE PUNS. ANY DAMAGE DONE BY THE COMMUOR TO EXISTING STRUCTURES TO REMAIN SHALL BE REPAIRED OR REPLACED
ATCOMMROR'S EXPENSE.
13. CONTRACTOR TO BE RESPONSIBLE FOR FILING THE OFFICMLSWPP PLAN AND NO] IN ACCORDANCE WITH EPA STANDARDS AND
MAINTAINING THESE STANDARDS INCLUDING STORM WATER POLLUTION AND OUST CONTROL PER THE STATE OF IDAHO
CATALOG FOR BEST MANAGEMENT PRACTICES (IMP'S).
14. SITE ADDRESS: ,REXBURG, IDAHO (COX Of REXBURG TO PRWIDEI.
"NDSCAPE/GREEN SPACE/ SNOW STORAGE
1. LANDSCAPING REQUIRED OVER BM Of TOTAL ARI
CIVIL SITEWORK FOR:
HENDR/CAUS/TEPLAN
BEING PART OF THE NORTHEAST 1/4 OF
SECTION 36, TOWNSHIP 6 NORTH, RANGE 39 EAST OF
THE BOISE MERIDIAN, MADISON COUNTY, IDAHO
RexblrgIdaho
PROJECT NO. 19133
PROIECTCONTACTS
CITY OF REXBURG
ENGINEERING DEPARTMENT KEITH DAVIDSON (208)359-3020
DEQ (200)5262650
DIGUNE(CALL BEFORE YOU DIG) BIL OR URSO) 3421585
FROM ROCK ENGINEERING
PROIERfNGINEER PAULSNARR 008)542-2665
PROTECTMANAGER pAUl5NAP0. (X18)54$-2665
INDEX
COVER VICINITY MAP/LOCATION ASAP/NOTES/INDEX/ABBREVIATIONS/CONTACTS
OR EXISTING SNE CONONIONSUMMOLRION PLAN
C-2 OVERALL UTILITY/GRADING PLAN
C-3 STORM WATER RETENTION PIAN
SEWER NOTES:
1. ALL CONSTRUCTIONSHALL BE PER THE CURRENT CITY OF REXBURG STANDARD DRAWINGS AND SPECIFICATIONS
AND/ORCURRENT EDITION OF THE ISPWC IF APPLICABLE.
2. ALL SANITARY SEWER MAIN LINE PIPING SHALL BE PVC SDR 3S IN ACCORDANCE WITH ASTM OLIVA.
3. ALL STORM SEWER MAIN LINE PIPING SHALL BE ADS N 12 WF IB PIPE MEETING AUHTO M252, WHAT MIDL TYPE
S AND ASTM F23W WITH SMOOTH INTERIOR AND ANNULAR EXTERIOR CORRUGATIONS (OR EQUAL UPON
APPROVAL OF ENGINEER).
CALL SEWER SERVICE LINES SHALL BE 4 INCH PVC SDR 35 AND SHALL EXTEND 15 FEET IMO THE PROPERTY
(EASEMENT UNE) AND MARKED WTN A 2X4 POST. SERVKE UNE CONSTRUC ICULSNALL BE IN ACCORDANCE WITH
THEAPPLICABLE ISPWC STANDARD DRAWING SQ511, SOSIIA, SO SIIBANDSD512.
S. MANHOLES SHALL BE IN ACCORDANCE WITH CITY OF REXBURG STANDARDS AND ISPWC STANDARD DRAWING
SD -501.
6. PIPE BEDOINGSHALL BE IN ACCORDANCE WTH ISPWCSfANDARD OMMNG SD303ANDSO3U2.
T. GRADE, SLOPE, AND FINISH SURFACES AWAY FROM MANHOLE LIDS.
R W NOTAIIOW MORETHAN 121NCHB OFOMDE RINGSON MANHOLES BEING RAISED TO FINAL GRADE.
STIR GMVRVSEWER PIPE INACCORDANCEDOTHISPWCSECTION501.3A.
ABBREWATFONS
EL ELEVATION E,
IF FINISHED FLOOR �l
INV INVERT Ay
O.0 ON CENTER TP
FOUR REQUIRED j
Up STANDARD A
TEMP TEMPORARY
ttv TYPICAL
TBC TOP JACK OF CURB
DWG DRAWING
FL FLOW LI NE OF CURB
XTBC EXISTING TOP BACK Of CURB
X EXISTING
BTM BOTTOM
TO FINISHED OIL GRADE
EO FWE OF OIL
MH MANHOLE
SSMH SANITARY SEWERMANHOLE
ce CATCH BASIN
FW FRONTOF SIDEWALK
BW JACK OF SIDEWALK
GB GRADE BREAK
Tow TOP OF WALL
HP HIGHPOIM
LP LOW POINT
ELECTRICAL NOTES:
1. ALL NEW ELECTRICAL FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT ROCKY MOUNTAIN POWER SERVICE
POLICY.
2. ALL PVC ELECTRIC CONDORS SHALL BE PVC SCHEDULE 40. ALL FIOERGVSS CONDUITS SHALL MEET BMW MOUNTAIN POWER'S
MARKING AND STRENGTH RATINGS REQUIREMENTS. CONDUIT DMMEMM SHALL MEET ROCKY MOUNTAIN POW ER5 DESIGN, ALL
ELBOWS SWEEP RADII SHALL BE 36-,4r OR GV DEPENDING ON ROCKY MOUNTAIN POWER'S DESS N.
3. TRENCH EXCAVATION AND CONOUN PLACEMENT SHALL BE IN ACCORDANCE WITH ROCKY MOUNTAIN POWER SERVICE POLICY
SPECIFICATIONS AND IN ACCORDANCE WITH OSHA STANDARDS. CONDUIT TRENCH BURNS SHALL BE BETWEEN 3W AND 48' (NOT
TO EXCEED H I AND INCLUDE THE REQUIRED SAND PLACEMENT BELOW AND ABOVE THE PLACED CONDUIT.
4. THE DEVFWPfR/fNGINfFR SHALL PROVIDE ALISTAKING AND LAYOUT OF NEW ELECTRICAL FACILITIES INCLUDING POWER POLES.
S. THE CONTACTOR SHALL RETAIN AND PROTECT ALL EXISTING POWER POLES AND ELECTRICAL FACILITIES DURING CONSTRUCTION.
6. THE DEVELOPER AND ENGINEER SHALL COORDINATE ALL ELECTRICAL CONSTRUCTION WITH ROCKY MOUNTAIN POWER
2. CLEARANCE [MILAN' FIN OVERHEAD POWER AND NEW BUILDING STRUCTURES SHALL BE MAINTAINED MEETING THE CURRENT ROCKY
MOUNTAIN POWER SERVICE POLICY.
B. SEE ROCKY MOUNTAIN POWER ELECTRICAL SUE PUN FOR OFF-SITE AND ON-SITE ELECTRICAL AND HIGH OPTIC FACILITIES, LAYOUT,
AND INSTALLATION DETAIM
9.OWNER SHALL BUR All COSTS TO RELOCATE OR REMOVE EXISTING POWER POLES, LIGHT POLES, ANCHOR GUYS AND
MISCELUNfOUS EIECTRICALFACILITIES.
10. A 15 FOOT WIDE PUBLIC UTILITY EASEMENT 6 PERPETUALLY RESERVED WITHIN EACH LOT ALONG ALL ROAD FROMAGES FOR THE
USE OF PUBLIC UTILITIES OR AM OTHER USES AS DESIGNATED IN ACCORDANCE WITH THE PUT FOR THIS SUBUNISION,
a0 -
F E B ? 6 2020
CITY OF REXB
VICINITY MAP
WATER NOTES:
1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE CURRENT CITY OF REXBURG STANDARD SPECIFICATIONS AND DRAWINGS.
2. ALL WATER MAIN PIPING WITHIN CITY RIGHT-OFWAY SHALL BE WWLE IRONCIASS SO MEETING CITY OF REXBURG STANDARDS.
3. ALL WATER WIN PIPING WITHIN THE PROTECT SITE SHAH BE PVC C900 OR 10 METING AN51/AW WA STANDARDS (OR EQUAL
UPON APPROVAL OF ENGINEER).
4. SERVICE LINE PIPINGSNALLBE ONE INCHAWWAG901CMS XGSDR21PSPE CONSTRUCT WATER SERVICE CONNECTIONS PER
APPLICABLE ISPWC STANDARD DETAIL S"01 AND 5D4J021NCLUDING METER 00%, PIPING AND ALL FITTINGS
A. WATER MAIN VALVES SHALL BE RESILIENT WEDGE GATE VALVES FOR W ANDSMMLER PIPES AND BUTTERFLYVALV6 FOR URGER
DIAMETER PIPES MTEOAT ZED PSI OR GREATER
6. MINIMUM COVEROVER ALLWATER LINES SHARED 6 FEET.
2. THRUST BLOCKS SHALL BE PLACED AT ALL DIRECTION CHANGES INCLUDING BUT NOT LIMITED TO ALL TEES, CROSSES, BENDS, AND
R. FIRE MEANINGS SHALL BE WATEROUS WB 67-250, PAINTED RED, INSTALLED WITH A V STORZ HITTING AND CAP. MIDVAJ SHALL
HAVE TWO 2-1/2INCH DIAMETER HOSE NOZZLES AND ONE 411/2INCH
DWARFR HOSE NOZZLE.
9, COORDINATE ALL WATER METER INSTALLATIONS WITH THE CITY OF RMWRG. WATER MUCH SHALL BE INSTALLED IN
ACCORDANCE WITH THE CITY OF REXBURG IV OTHERS).
10. COORDINATE LOCATION OF WATER METERS FOR UNOSCAPING/SPRINKLER SYSTEMS WITH OWNER'5 IRRIGATION PLAN.
1L HOT TAP CONNECTIONS SHALL BE PER CITY OF REXBURG STANDARDS,
12. BED PIPE IN NATIVE MATERIAL FREE OF ROCKS LARGER THAN I INCH IN DIAMETER A5 BEDDING. IF ROCKS LARGER THAN I INCH ARE
BELE, USE CRUSHED AGGREGATE OR SAND AS APPROVED BY THE ENGINEER
13. MEND WATERUNES 5 FEET OUTSIDE OF PHASING LIMITS. PLACE TEMPORARY BLIND RANGE AND THRUST RESTRAINT AT
TEMPORARY END. IF MECHANICAL THRUST HEMMING ARE USED (SUCH AS EM IRON MEGALUGS) RESTRAIN 3 PIPE BELL JOINTS
FROM THE TEMPORARY END. MARK ALL END LOCATIONS WITH POST.
14, WATER PIPE SHALL HAVE A MINIMUM HORIZONTAL SEPARATION DISTANCE OF EO FEET AND VERTICAL DISTANCE Of 18 INCHES
FROM ALL SANRARY/STORM SEWERS MEASURED FROM THE EWE OF EACH PIPE IN ACCORDANCE WITH IDAPA 58.0108 AND AS
OUTLINED IN THE CURRENT EDITION OF THE ISPWC STANDARD DRAWING 5DE07.
15. COMPLY STRICTLY TO MANUFACTURER INSTALLATION REQUIREMENTS IN ALL CONSTRUCTION AND IN REGARDS WITH PULLED
201 M5 PND DIRECTION TOLERANCES. USE STANDARD EUPI WHEREVER POSSIBLE, IN LIEU OF PULLING JOINTS EVEN IF THE
IOIM PUL" ARE WITHIN MANUFACTURER INSTALLATION TOLERANCES.
16. ALLWATER PIPE SHALL INCLUDE ALLAPPURTENANCES INCLUDING BUT NOT UNITED TO TEES, OUGHTS, VALVES, ELBOWS, ETC....
IT. TEST, FLUSH, AND DISINFECT CONSTRUCTED PIPE IN ACCORDANCE WITH THE CURRENT EDITION OF ISPWC SECTIONS 401.36 AND
401.3.9.
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WATER NOTES:
1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE CURRENT CITY OF REXBURG STANDARD SPECIFICATIONS AND DRAWINGS.
2. ALL WATER MAIN PIPING WITHIN CITY RIGHT-OFWAY SHALL BE WWLE IRONCIASS SO MEETING CITY OF REXBURG STANDARDS.
3. ALL WATER WIN PIPING WITHIN THE PROTECT SITE SHAH BE PVC C900 OR 10 METING AN51/AW WA STANDARDS (OR EQUAL
UPON APPROVAL OF ENGINEER).
4. SERVICE LINE PIPINGSNALLBE ONE INCHAWWAG901CMS XGSDR21PSPE CONSTRUCT WATER SERVICE CONNECTIONS PER
APPLICABLE ISPWC STANDARD DETAIL S"01 AND 5D4J021NCLUDING METER 00%, PIPING AND ALL FITTINGS
A. WATER MAIN VALVES SHALL BE RESILIENT WEDGE GATE VALVES FOR W ANDSMMLER PIPES AND BUTTERFLYVALV6 FOR URGER
DIAMETER PIPES MTEOAT ZED PSI OR GREATER
6. MINIMUM COVEROVER ALLWATER LINES SHARED 6 FEET.
2. THRUST BLOCKS SHALL BE PLACED AT ALL DIRECTION CHANGES INCLUDING BUT NOT LIMITED TO ALL TEES, CROSSES, BENDS, AND
R. FIRE MEANINGS SHALL BE WATEROUS WB 67-250, PAINTED RED, INSTALLED WITH A V STORZ HITTING AND CAP. MIDVAJ SHALL
HAVE TWO 2-1/2INCH DIAMETER HOSE NOZZLES AND ONE 411/2INCH
DWARFR HOSE NOZZLE.
9, COORDINATE ALL WATER METER INSTALLATIONS WITH THE CITY OF RMWRG. WATER MUCH SHALL BE INSTALLED IN
ACCORDANCE WITH THE CITY OF REXBURG IV OTHERS).
10. COORDINATE LOCATION OF WATER METERS FOR UNOSCAPING/SPRINKLER SYSTEMS WITH OWNER'5 IRRIGATION PLAN.
1L HOT TAP CONNECTIONS SHALL BE PER CITY OF REXBURG STANDARDS,
12. BED PIPE IN NATIVE MATERIAL FREE OF ROCKS LARGER THAN I INCH IN DIAMETER A5 BEDDING. IF ROCKS LARGER THAN I INCH ARE
BELE, USE CRUSHED AGGREGATE OR SAND AS APPROVED BY THE ENGINEER
13. MEND WATERUNES 5 FEET OUTSIDE OF PHASING LIMITS. PLACE TEMPORARY BLIND RANGE AND THRUST RESTRAINT AT
TEMPORARY END. IF MECHANICAL THRUST HEMMING ARE USED (SUCH AS EM IRON MEGALUGS) RESTRAIN 3 PIPE BELL JOINTS
FROM THE TEMPORARY END. MARK ALL END LOCATIONS WITH POST.
14, WATER PIPE SHALL HAVE A MINIMUM HORIZONTAL SEPARATION DISTANCE OF EO FEET AND VERTICAL DISTANCE Of 18 INCHES
FROM ALL SANRARY/STORM SEWERS MEASURED FROM THE EWE OF EACH PIPE IN ACCORDANCE WITH IDAPA 58.0108 AND AS
OUTLINED IN THE CURRENT EDITION OF THE ISPWC STANDARD DRAWING 5DE07.
15. COMPLY STRICTLY TO MANUFACTURER INSTALLATION REQUIREMENTS IN ALL CONSTRUCTION AND IN REGARDS WITH PULLED
201 M5 PND DIRECTION TOLERANCES. USE STANDARD EUPI WHEREVER POSSIBLE, IN LIEU OF PULLING JOINTS EVEN IF THE
IOIM PUL" ARE WITHIN MANUFACTURER INSTALLATION TOLERANCES.
16. ALLWATER PIPE SHALL INCLUDE ALLAPPURTENANCES INCLUDING BUT NOT UNITED TO TEES, OUGHTS, VALVES, ELBOWS, ETC....
IT. TEST, FLUSH, AND DISINFECT CONSTRUCTED PIPE IN ACCORDANCE WITH THE CURRENT EDITION OF ISPWC SECTIONS 401.36 AND
401.3.9.
— 55—
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PROPOSED/EXISTING ELEVATION
EXISTING STORM GRAIN MAIN
W—
PROMSED/E%ISTING IRMTION BOX METER
OH —
0
PROPOSFO/EXISTING IRRIGATION MANIFOLD
HBEROPTICCABLE
®
PROPOSE./EXISTING WATER METER
O
O
PROPOSED/EXISTING SEWER CLEAN OUT VALVE
EXISTINGTREE
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PROPOSED/EXISTING SIGN
EXISTING
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PROPOSED/EXISTING STORM DRAIN VAULT
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PROPOSED/EXISTING CABLE 00%
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PROPOSED/EXISTING POWER POLE
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PROPOSEO/E%ISTING FIRE HYDRANT
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PROPOSED I= WATER LINE
— 2"W —
PROPOSED 2"WATER LINE
— f"SSS
PROPOSED 4 -SEWER ONE
N
DRAINAGE FLOW ARROW
PROPOSEDASPHALT
EXISTING CONCRETEe.e.,..
— 55—
EXISTING SM'ITARY SEWER MAIN
SO—
EXISTING STORM GRAIN MAIN
W—
EXISTING WATER MAIN
OH —
OVERHEAD POWER LINE
Fp —
HBEROPTICCABLE
PROJECT BOUNDARY LINE
--4027—
EXISTING GROUND CONTOUR
CONCRETE
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FROM PROPERTYCORNER T
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�N I 1REMOVETREES
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15 AN AD.RIONAL FH ACCESS ACROSS
S STH WEST MRO%IMATE LY IW FEET
WITH IN THE 4 PLE%DEVELOPMENT,
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FIRE HYDRANT NOTE:
THE COYOF REXBURG INDIWEDTHERE
15 AN AD.RIONAL FH ACCESS ACROSS
S STH WEST MRO%IMATE LY IW FEET
WITH IN THE 4 PLE%DEVELOPMENT,
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NOTES:
SD SD SD
1.
EXISTING DUPLEX AND LOT 2 TOONLY INGRESS/EGRESS
ONTO STH WEST
2.
SEE BUILDING PLANS FOR GARAGE FLOOR SLOPE
3.
LOT 1:
CURRENT ZONING: LOW DENSITY RESIDENTIAL (LDR2)
MIN. FRONT BUILDING SET BACK= 25'
MIN. SIDE YARD SETBACK: S'
BACKYARD SETBACK: 2V
LANDSCAPING = 74%
LOT AREA: 0.27 ACRES (11,739 SF)
REQUIRED PARKING = 25TALLS PER UNIT
LANDSCAPING REQUIRED: 30%
BUILDING AREA: 1292 SF
BUILDING HEIGHT - 24'
4.
LOT 2:
CURRENT ZONING: LOW DENSITY RESIDENTIAL (LDR2)
MIN. FRONT BUILDING SET BACK= 25'
MIN. SIDE YARD SETBACK: 5'
BACKYARD SETBACK: 20'
LANDSCAPING =40%
LOT AREA: 0.26 ACRES (11,251 SF)
REQUIRED PARKING = 2 STALLS PER UNIT
LANDSCAPING REQUIRED:3HS
BUILDING AREA: 1292 SF
BUILDING HEIGHT = 24'
5.
ALL WATER LINES SHALL INCLUDE ALL APPURTENANCES
AND THRUST BLOCKS MEETING CITY AND ISPWC STANDARDS.
6.
FRONT GARAGE FLOOR ELEVATION 60.50. SEE ARCHITECTURAL
PLANS FOR F.F. ELEVATIONS.
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wlndowweln memurewMarMs rot Nfikad, adax cal m Me
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dnd dMrcsMan
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tlaaolamellt—
NOTES:
DRAIN GUTTERS TO BE DIRECTED TO DRAINAGE PONDS
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