HomeMy WebLinkAboutINFRASTRUCTURE Master Plans Rev. (3) 10.14.22 - 22-00303 - Pebble Creek - Parcel adjacent to 2332 W 2000 S - Plat (2)CONCORDIA
PEBBLE CREEK
CIVIL DESIGN
SEPTEMBER 2022
LOCATION MAP
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VICINITY MAP
PROJECT LOCATIONPOCATELLO
BOISE KETCHUM
MOSCOW
COEURd'ALENE
SALMON
CAREY
REXBURG
TWIN
FALLS
IDAHO FALLS
BURLEY
SODA SPRINGS
MONTPELIER
ARCO
MACKAY
CHALLIS
DUBOIS
McCALL
GRANGERVILLE
MOUNTAIN
HOME
STANLEY
MALAD
IDAHO
OREGON
MONTANA
WASHINGTON
CANADA
NEVADA UTAH
WYOMING
IDAHO
STATE OF
DRIGGS
PROJECT LOCATION
PROJECT NUMBER 01-21-0042
REXBURG
HIGHWAY
3
3
S
5
0
0
0
W
OCTOBER 2022
Brent E Crowther
10/13/22
2
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10/13/22
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QA/QC
DESIGNED
DRAWN
APPROVED
NO.REVISIONS DATEBY
This document or any part thereof in detailor design concept is the property of Civilize,PLLC. and shall not be copied without thewritten authorization of Civilize, PLLC.
PROJECT NO.01-21-42PEBBLE CREEK
SUBDIVISION
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2
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2
2
CONCORDIA W. ELK
B. CROWTHER 1.FINAL 9/22BEC
2000 SOUTHLOT 1LOT 2LOT 3LOT 4LOT 5LOT 6LOT 7 BLOCK 4 LOT 1LOT 2LOT 3LOT 4LOT 5LOT 6 BLOCK 3LOT 1LOT 2LOT 3LOT 4LOT 5LOT 6 BLOCK 2LOT 1LOT 2LOT 3LOT 4LOT 5LOT 6 BLOCK 1 LOT 1LOT 2LOT 3LOT 4LOT 5LOT 6BLOCK 6 LOT 1LOT 2LOT 3LOT 4LOT 5LOT 6BLOCK 7LOT 1LOT 2LOT 3LOT 4BLOCK 5 LOT 5LOT 6BLO
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8
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1
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O
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4
B
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2
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6BLOCK 15LOT 1LOT 2LOT 3LOT 4 BLOCK
1
6
LOT 5
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LOT 6
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LOT 1LOT 2LOT 3LOT 4
LOT 5
LOT 6
LOT 7
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
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MASTER SITE PLAN
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MASTER SITE PLAN
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GENERAL INFORMATION, JURISDICTION, ZONINGJURISDICTIONCITY OF REXBURG, IDAHOPUBLIC LAND SURVEY SYSTEMSW 1/4, SECTION 35, TWP. 6 N, RANGE 39 E, B.MLATITUDE AND LONGITUDE43º47'51” N. 111º49'17” e.CITY ZONINGLOW DENSITY RESIDENTIAL 3, LDR3CITY OVERLAY ZONENONEDESCRIPTION OF PROPOSED DEVELOPMENTSUBDIVISIONPEBBLE CREEKPHASEPHASE iLOTS49 LOTS/UNITSBLOCK AND LOT NO.(S)BLOCKS 1-3, LOTS 1-6 (18 LOTS) BLOCK 4, LOTS -7 (7 LOTS) BLOCK 5, LOTS 1-6 (6 LOTS) BLOCK 6-7, LOTS 1-6 (12 LOTS) BLOCK 15, LOTS 1-6 (6 LOTS)LOW DENSITY RESIDENTIAL ZONE (LDR3)THE FOLLOWING ZONING INFORMATION WAS GLEANED FROM THE DEVELOPMENT CODE OF THEJURISDICTION AND IS PROVIDED FOR CONVENIENCE. FOR CLARIFICATION, ALL QUESTIONSSHOULD REFER TO THE CURRENT DEVELOPMENT CODE AVAILABLE FROM THE RESPECTIVEJURISDICTION.THE LDR3 ZONE IS ESTABLISHED TO PROTECT STABLE NEIGHBORHOODS OF DETACHEDSINGLE-FAMILY DWELLINGS ON SMALLER LOTS. THE CONDITIONAL USES ALLOWED IN THISDISTRICT SHALL BE COMPATIBLE WITH SINGLE-FAMILY HOMES ON LANDSCAPED LAWNS, LOWBUILDING HEIGHTS, PREDOMINANTLY OFF-STREET PARKING, LOW TRAFFIC VOLUMES, AND LOWNUISANCE POTENTIAL.STREET ACCESSADJACENT TO MAJOR THOROUGHFARES OR COLLECTOR STREETS.PERMITTED USEGROUP HOUSING (HOTEL) - P a)CARE FAC
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IDAPA 58.01.16 WASTEWATER RULES
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b.INTERNATIONAL MECHANICAL CODE (IMC)
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c.INTERNATIONAL ENERGY CONSERVATION CODE (IECC
)
2
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d.INTERNATIONAL FIRE CODE (IFC)
2
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EASEMENTS AND SETBACKSFRONT YARD
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EXCEPTION: WHEN THE STREET UPON WHICH THE PARCE
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QA/QC
DESIGNED
DRAWN
APPROVED
NO.REVISIONS DATEBY
This document or any part thereof in detailor design concept is the property of Civilize,PLLC. and shall not be copied without thewritten authorization of Civilize, PLLC.
PROJECT NO.01-21-42PEBBLE CREEK
SUBDIVISION
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QA/QC
DESIGNED
DRAWN
APPROVED
NO.REVISIONS DATEBY
This document or any part thereof in detailor design concept is the property of Civilize,PLLC. and shall not be copied without thewritten authorization of Civilize, PLLC.
PROJECT NO.01-21-42PEBBLE CREEK
SUBDIVISION
S
E
P
T
E
M
B
E
R
2
0
2
2
CONCORDIA W. ELK
B. CROWTHER 1.FINAL 9/22BEC5
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HARDSCAPE
MASTER PLAN
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CONSTRUCTION NOTESA.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK ANDSHALL IMMEDIATELY NOTIFY THE OWNER OF ANY DISCREPANCIES.B.BENCHMARKS ARE PROVIDED FOR THE CONTRACTOR'S CONVENIENCE. IF NEW ORDIFFERENT BENCHMARKS ARE DESIRED, CONTACT THE ENGINEER OR THESURVEYOR.C.HARDSCAPE CONSTRUCTION SHALL CONFORM WITH THE CITY OF REXBURG,RESOLUTION 2016-15 AS WELL AS THE IDAHO DIVISON OF PUBLIC WORKSSTANDARDS FOR PUBLIC WORKS CONSTRUCTION AS FOLLOWS:a)EARTHWORK INCLUDING EROSION CONTROLDIVISION 200b)TRENCHINGDIVISION 300c)CONCRETEDIVISION 700d)AGGREGATES AND ASPHALTDIVISION 800e)CONSTRUCTION STORMWATER BEST MANAGEMENT PRACTICESDIVISION 1000f)TRAFFIC CONTROLDIVISION 1100g)MISCELLANEOUSDIVISION 2000KEYED NOTESROADWAY AND PARKING1.CONSTRUCT CURB & GUTTER PER CITY OF REXBURG STANDARD DETAILS,COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 - STANDARD CURB& GUTTER.2.CONSTRUCT ADA COMPLIANT ACCESS PER CITY OF REXBURG STANDARD DETAILS,COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 - TWODIRECTIONAL DEPRESSED ACCESS.3.NOT USED.4.CONTRUCT 6” VERTICAL CURB PER ISPWC SD-701A.5.CONSTRUCT 12” RIBBON CURB PER ISPWC 701 (EXACT
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QA/QC
DESIGNED
DRAWN
APPROVED
NO.REVISIONS DATEBY
This document or any part thereof in detailor design concept is the property of Civilize,PLLC. and shall not be copied without thewritten authorization of Civilize, PLLC.
PROJECT NO.01-21-42PEBBLE CREEK
SUBDIVISION
S
E
P
T
E
M
B
E
R
2
0
2
2
CONCORDIA W. ELK
B. CROWTHER 1.FINAL 9/22BEC6
C
-
M
P
-
0
4
UTILITY
MASTER PLAN
CONSTRUCTION NOTESA.DIMENSIONS TO, OR COORDINATES FOR, MANHOLES, PIPELINES, ETC. ARE TO CENTERLINEUNLESS OTHERWISE NOTED.B.ELEVATIONS SHOWN ARE TO FINISHED SURFACE OR PIPE INVERT UNLESS OTHERWISENOTED.C.ALL NEW UTILITY LINES ARE TO BE LOCATED AS SHOWN ON THE PLANS UNLESSRELOCATED IN THE FIELD BY THE ENGINEER TO AVOID INTERFERENCE WITH OTHERASPECTS OF THE PROJECT.D.THERE SHALL BE A 10 FOOT MINIMUM HORIZONATAL SEPARATION DISTANCE BETWEEN ALLEXISTING WATER LINESA ND NEW SEWER LINES EXCEPT WHERE WATER AND SEWER LINESCROSS AT APPROXIMATELY RIGHT ANGLES, WHERE A MINIMUM OF 1.5 FEET OF VERTICALSPEARATION SHALL BE MAINTAINED.E.MINIMUM DEPTH OF COVER FOR WATER AND SEWER LINES, UNLESS OTHERWISE SHOWNON THE PLANS, SHALL BE FIVE (5) FEET.F.THE CONTRACTOR SHALL INVESTIGATE GROUNDWATER CONDITIONS PRIOR TOCONSTRUCTION AND SHALL BE RESPONSIBLE FOR ANY DEWATERING NECESSRY TOCONSTRUCT THE PROJECT.G.UTILITY INSTALLATION SHALL CONFORM WITH THE CITY OF REXBURG, RESOLUTION 2016-15AS WELL AS THE IDAHO DIVISON OF PUBLIC WORKS STANDARDS FOR PUBLIC WORKSCONSTRUCTION AS FOLLOWS:a.EARTHWORKDIVISION 200b.TRENCHINGDIVISION 300c.WATER LINES AND APPURTENANCESDIVISION 400d.SEWER LINES AND APPURTENANCESDIVISION 500e.CULVERTS, STORM DRAIN, AND GRAVITY IRRIGATIONDIVISION 600f.CONCRETEDIVISION 700g.AGGREGATES AND ASPHALTDIVISION 800h.CONSTRUCTION STORMWATER BEST MANAGEMENT PRACTICESDIVISION 1000i.MISCELLANEOUSDIVISION 2000 CULINARY WATERH.ALL PIPE AND MATERIALS FURNISHED AND INSTALLED FOR CULINARY US
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WITH NATIONAL SANITARY FOUNDATION (NSF) STANDARD 61.I.MINIMUM WATER MAIN SIZE SHALL BE 8-INCH DIAMETER, UNLESS A 6-INCH
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SPECIFICALLY APPROVED BY THE CITY ENGINEER.J.WATER SERVICE STUB OUTS ARE TO BE PLACED AT CORNER OF THE LOT
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PRACTICAL. WATER METERS AND CURB STOPS ARE TO BE PLACED WITHI
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LANDSCAPING STRIP. THE WATER SERVICE LINES ARE TO BE EXTENDED T
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THE UTILITY EASEMENT. REFER TO UTILITY LOCATION STANDARD DRAWIN
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K.FIRE FLOW REQUIREMENTS, FIRE HYDRANT SPACING AND RELATED WATE
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SHALL BE AS REQUIRED IN THE INTERNATIONAL FIRE CODE FOR ZONES O
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DEVELOPMENTS.L.GRIDDED AND/OR LOOPED WATER MAINS ARE TO BE INSTALLED WHENEV
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(6) -INCH MAINS MAY HAVE UP TO THREE HUNDRED (300) FEET OF DEAD E
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ONE STANDARD FIRE HYDRANT; EIGHT (8) -INCH OR LARGER MAINS, UP T
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(500) FEET OF DEAD-END SERVICE WITH UP TO TWO (2) STANDARD FIRE H
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STANDARD FIRE HYDRANT AND ONE FIRE SPRINKLER SYSTEM ON THE DE
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HYDRANTS ARE NOT ALLOWED IN PLACEM.WATER MAINS SHALL BE VALVED AT INTERSECTIONS AND OTHER LOCATI
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MORE THAN 600-FOOT-LONG SEGMENT OF WATER MAIN HAS TO BE TAKE
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VALVING MAY BE REQUIRED FOR CONSTRUCTION AND TESTING PURPOSE
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N.WATER MAINS SHALL BE STUBBED-OUT TO THE EDGES OF DEVELOPING P
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ALLOW FOR FUTURE WATER MAIN SERVICE TO ADJACENT PROPERTY AN
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THE REQUIRED LOOPING / GRIDDING OF THE OVERALL WATER MAIN SYST
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O.WATER LINE STUB-OUTS TO BE BALL-TYPE CORPORATION AND CURB STO
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POLY-BY-FEMALE METAL PIPE, AND RATED AT 300 PSI MINIMUM WORKING
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APPROVED WATER LINE MATERIALS ARE CLASS 200 PSI POLYETHYLENE P
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P.RED FIRE HYDRANT TO BE MUELLER, WATEROUS, OR CLOW BRANDS WIT
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(MODEL SZMC5054-3-Y STORZ ADAPTER OR APPROVED EQUAL.Q. WATER MAIN VALVES TO BE RESILIENT WEDGE GATE VALVES FOR 10” AN
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CONSTRUCTION NOTESA.CLEARING AND GRUBBING SHALL BE PERFORMED PER ISPWC SECTION 201 - CLEARING ANDGRUBBING AND REMOVAL OF OBSTRUCTIONS.B.EXCAVATION AND EMBANKMENT SHALL BE PERFORMED PER ISPWC SECTION 202 - EXCAVATIONAND EMBANKMENTa.EMBANKMENT CONSTRUCTION CONSISTS OF THE CONSTRUCTION OF FILLS AND PLACEMENT OFBACKFILLS WITHIN THE PROJECT LIMITS TO THE LINES, GRADES, DIMENSIONS AND THE TYPICALSECTDIONS SHOWN ON THE CONTRACT DOCUMENTS OR AS DESIGNATED.C.EMBANKMENT AND STRUCTURAL FILL MATERIALS SHALL BE PROVIDED PER ISPWC SECTION 203 -SOIL MATERIALSD.STRUCTURAL EXCAVATION, BACKFILL AND COMPACTION SHALL BE PERFORMED PER ISPWCSECTION 204 - STRUCTURAL EXCAVATION AND COMPACTING BACKFILL.E.DEWATERING, IF NECESSARY, SHALL BE PERFORMED PER ISPWC SECTION 205 - DEWATERING.F.EROSION CONTROL SHALL BE PERFORMED PER ISPWC SECTION 206 - PERMANENT EROSIONCONTROL.G.STORMWATER MANAGEMENT SHALL BE PROVIDED AND PERFORMED PER SECTION SECTION 207- PERMANENT STORMWATER BEST MANAGEMENT PRACTICES.H.TRENCH EXCAVATION SHOULD BE PERFORMED PER ISPWC SECTION 301 - TRENCH EXCAVATION.I.ROCK EXCAVATION, IF NECESSSARY, SHALL BE PERFORMED PER SECTION 302 - ROCKEXCAVATION.J.OVEREXCAVATION FOR UNSUITABLE MATERIALS SHALL BE PERFORMED PER SECTION 304 -TRENCH FOUNDATION STABILIZATION.K.BACKFILLING OF TRENCHES SHALL BE PERFORMED PER SECTION 306 - TRENCH BACKFILL.L.PROVIDE AND INSTALL STORM DRAIN INLETS, CATCH BASINS, MANHOLES, AND OTHER STORMDRAIN COMPONENTS PER ISPWC DIVISION 600 CULVERTS, STORM DRAIN, AND GRAVITYIRRIGATION.KEYED NOTES:50.CONSTRUCT FLOWABLE FILL TRENCH PER CITY OF REXBURG STANDARD DETAILS, FLOWABLEFILL TRENCH DETAIL, SHEET 8.51.FURNISH AND INSTALL STANDARD INLET CATCH BASIN TYPE II PER ISPWC SD-602 WITH GRATE BY D&L FOUNDRY SUPPLY CO. MODEL I-3520 OR EQUAL.52.FURNISH AND INSTALL INFILTRATORS PER CITY OF REXBURG STANDA
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QA/QC
DESIGNED
DRAWN
APPROVED
NO.REVISIONS DATEBY
This document or any part thereof in detailor design concept is the property of Civilize,PLLC. and shall not be copied without thewritten authorization of Civilize, PLLC.
PROJECT NO.01-21-42PEBBLE CREEK
SUBDIVISION
S
E
P
T
E
M
B
E
R
2
0
2
2
CONCORDIA W. ELK
B. CROWTHER 1.FINAL 9/22BEC
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1
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N89°56'19"E 2630.51'N89°56'19"E 643.80'N89°56'19"E 68.00'
P
A
G
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N
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:
D
A
T
E
:
S
H
E
E
T
N
O
:
QA/QC
DESIGNED
DRAWN
APPROVED
NO.REVISIONS DATEBY
This document or any part thereof in detailor design concept is the property of Civilize,PLLC. and shall not be copied without thewritten authorization of Civilize, PLLC.
PROJECT NO.01-21-42PEBBLE CREEK
SUBDIVISION
S
E
P
T
E
M
B
E
R
2
0
2
2
CONCORDIA W. ELK
B. CROWTHER 1.FINAL 9/22BEC8
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-
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6
LANDSCAPE MASTER
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LOT 1LOT 2LOT 3LOT 4LOT 5LOT 6LOT 7 BLOCK 4 LOT 1LOT 2LOT 3LOT 4LOT 5LOT 6 BLOCK 3LOT 1LOT 2LOT 3LOT 4LOT 5LOT 6 BLOCK 2LOT 1LOT 2LOT 3LOT 4LOT 5LOT 6 BLOCK 1 LOT 1LOT 2LOT 3LOT 4LOT 5LOT 6BLOCK 6 LOT 1LOT 2LOT 3LOT 4LOT 5LOT 6BLOCK 7LOT 1LOT 2LOT 3LOT 4BLOCK 5 LOT 5LOT 6BLO
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LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6BLOCK 15LOT 1LOT 2LOT 3LOT 4 B
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LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
B
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LOT 6
SMITH RANCH ROAD(68' R/W)LOT 1LOT 2LOT 3LOT 4
LOT 5
LOT 6
LOT 7
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
L
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STREET R/WDEDICATION
S
C
A
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E
:
P
L
A
N
V
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W
1
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=
5
0
'
26'5.00'
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
B
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2
3
CONSTRUCTION NOTESA.THE COMPLETED INSTALLATION SHALL COMPLY WITH APPLICABLE FEDERAL, STATE, ANDLOCAL CODES, ORDINANCES AND REGULATIONS. THE CONTRACTOR SHALL OBTAINNECESSARY PERMITS AND INSPECTIONS REQUIRED BY THE AUTHORITIES HAVINGJURISDICTION.B.ALL WORK SHALL BE COMPLETED IN A NEAT, WORKMANLIKE MANNER IN ACCORDANCEWITH THE LATEST NEC STANDARDS OF INSTALLATION UNDER COMPETENT SUPERVISION.INSTALL GROUNDING PER NEC.C.VISIT THE SITE PRIOR TO BIDDING TO BECOME FAMILIAR WITH EXISTING CONDITIONS ANDOTHER FACTORS WHICH MAY AFFECT THE EXECUTION OF THE WORK. INCLUDE ALLRELATED COSTS IN THE BID PROPOSAL.D.THE CONTRACTOR SHALL COORDINATE WORK WITH THE UTILITIES PROVIDING SERVICESON THIS PROJECT AND SHALL COMPLY WITH ALL THEIR INSTALLATION REQUIREMENTS.E.ALL MATERIALS SHALL BE NEW AND OF THE BEST QUALITY, MANUFACTURED INACCORDANCE WITH NEMA, ANSI, UL, OR OTHER APPLICABLE STANDARD.F.THE USE OF MANUFACTURER'S NAMES, MODELS AND NUMBERS IS INTENDED TOESTABLISH STYLE, QUALITY, APPEARANCE, USEFULNESS AND BID PRICE.G.PROTECT ALL ELECTRICAL MATERIAL AND EQUIPMENT INSTALLED AGAINST DAMAGE BYOTHER TRADES, WEATHER CONDITIONS, OR ANY OTHER PRVENTABLE CAUSES.EQUIPMENT DAMAGED DURING SHIPPING OR CONSTRUCTION PRIOR TO ACCEPTANCE BYTHE ENGINEER OF THE OWNER WILL BE REJECTED AS DEFECTIVE.H.LEAVE THE SITE CLEAN. REMOVE ALL DEBRIS, EMPTY CARTONS, TOOLS, CONDUIT, WIRESCRAPS, AND ALL MISCELLANEOUS SPARE EQUIPMENT AND MATERIALS USED IN THEWORK DURING CONSTRUCTION.I.ALL COMPONENTS SHALL BE FREE OF DUST, GRIT AND FOREIGN MATERIALS AND SHALLAPPEAR AS NEW PRIOR TO ACCEPTANCE OF THE WORK. DAMAGED PAINT AND FINISHESSHALL BE TOUCHED UP OR REPAINTED WITH MATCHING PAINT COLOR PAINT OR FINISH.J.CIRCUIT CONDUCTORS #6 AWG OR SMALLER SHALL BE THWN STRANDED COPPER, #4AWG THROUGH #2 AWG SHALL BE XHHW STRANDED COPPER, #1 AWG OR LARGER SHALLBE XHHW-2 STRANDED COPPER. MINIMUM POWER CONDUCTOR SIZE SHALL BE #12 AWG WITH #12 AWG GROUND. ALL WIRE TO BE SIZED PER NE
C
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B
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E
3
1
6
-
1
0
,
7
5
º
C
B
A
S
E
D
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N
A 30º C AMBIENT TEMPERATURE.K.UNDERGROUND CONDUITS SHALL BE SCHEDULE 40 PVC
.
M
I
N
I
M
U
M
C
O
N
D
U
I
T
D
E
P
T
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SHALL BE 24-INCHES. MINIMUM UNDERGROUND CONDUI
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S
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Z
E
S
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A
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L
B
E
1
-
I
N
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.
MINIMUM CONDUIT DEPTH UNDER SLAB SHALL BE 1-INC
H
.
L.CONDUITS SHALL BE MARKED AT EACH END WITH MATH
C
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N
G
N
U
M
B
E
R
E
D
B
R
A
S
S
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NYLONG TAGS. SPARE CONDUITS SHALL HAVE A PULL S
T
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M. EXPOSED CONDUIT SHALL BE EMT. MINIMUM SIZE ¾-IN
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I
S
E
N
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ON THE PLANS OR SPECIFICATIONS.N.SAFETY SWITCHES, ELECTRICAL DISTRIBUTION EQUIPM
E
N
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C
O
N
T
R
O
L
P
A
N
E
L
S
,
A
N
D
OTHER ELECTRICAL DEVICES SHALL BE UL LISTED.O.WIRING DEVICES SHALL BE SPECIFICATIONS GRADE.P.THE CONTRACTOR IS RESPONSIBLE FOR MANAGING, SC
H
E
D
U
L
I
N
G
,
D
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C
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E
N
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I
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PERFORMING THE WORK SO THAT A COMPLETE ELECTR
I
C
A
L
,
I
N
S
T
R
U
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E
N
T
A
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I
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N
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CONTROL SYSTEM FOR THE FACILITY IS PROVIDED. AC
C
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R
A
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S
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P
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D
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E
C
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R
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DRAWINGS AND O&M MANUALS SHALL BE SUBMITTED P
R
I
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T
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F
I
N
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L
A
C
C
E
P
T
A
N
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.
Q.TYPICAL DETAILS SHALL APPLY IN ALL CASES WHETHER
S
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E
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I
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A
L
L
Y
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E
F
E
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NOT.R.CONTRACTOR SHALL PREPARE AND SUBMIT A CONDUIT
R
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P
L
A
N
T
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E
ENGINEER FOR APPROVAL.S.LIMIT EXPOSED CONDUIT, 90 DEGREE BENDS, AND WALL
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E
N
E
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A
T
I
O
N
S
.
M
A
I
N
T
A
I
N
SEPARATION BETWEEN SIGNAL AND POWER CONDUITS.JURISDICTION REQUIREMENTST.ALL STREET LIGHT WIRING INSTALLED FOR THE CITY SHALL B
E
I
N
A
N
A
P
P
R
O
V
E
D
M
E
T
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D
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F
ELECTRICAL CONDUIT ACCORDING TO THE CURRENTLY ADO
P
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E
D
N
A
T
I
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N
A
L
E
L
E
C
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I
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CODE (NEC).U.NO DIRECT BURIAL CABLE WITHOUT CONDUIT SHALL BE
A
C
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P
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D
B
Y
T
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E
C
I
T
Y
I
F
T
H
E
LIGHTING IS OWNED BY, OR PROPOSED TO BE OWNED B
Y
,
T
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E
C
I
T
Y
.
V.ALL INSTALLATIONS OF ELECTRICAL WIRING FOR THE P
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QA/QC
DESIGNED
DRAWN
APPROVED
NO.REVISIONS DATEBY
This document or any part thereof in detailor design concept is the property of Civilize,PLLC. and shall not be copied without thewritten authorization of Civilize, PLLC.
PROJECT NO.01-21-42PEBBLE CREEK
SUBDIVISION
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CONCORDIA W. ELK
B. CROWTHER 1.FINAL 9/22BEC9
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7
PRIVATE UTILITY & STREET
LIGHT MASTER PLAN
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T
5
L
O
T
6
STREET R/WDEDICATION
S
C
A
L
E
:
P
L
A
N
V
I
E
W
1
"
=
5
0
'
26'5.00'
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
B
L
O
C
K
2
3
CONSTRUCTION NOTESA.THE COMPLETED INSTALLATION SHALL COMPLY WITH APPLICABLE FEDERAL, STATE, ANDLOCAL CODES, ORDINANCES AND REGULATIONS. THE CONTRACTOR SHALL OBTAINNECESSARY PERMITS AND INSPECTIONS REQUIRED BY THE AUTHORITIES HAVINGJURISDICTION.B.ALL WORK SHALL BE COMPLETED IN A NEAT, WORKMANLIKE MANNER IN ACCORDANCEWITH THE LATEST NEC STANDARDS OF INSTALLATION UNDER COMPETENT SUPERVISION.INSTALL GROUNDING PER NEC.C.VISIT THE SITE PRIOR TO BIDDING TO BECOME FAMILIAR WITH EXISTING CONDITIONS ANDOTHER FACTORS WHICH MAY AFFECT THE EXECUTION OF THE WORK. INCLUDE ALLRELATED COSTS IN THE BID PROPOSAL.D.THE CONTRACTOR SHALL COORDINATE WORK WITH THE UTILITIES PROVIDING SERVICESON THIS PROJECT AND SHALL COMPLY WITH ALL THEIR INSTALLATION REQUIREMENTS.E.ALL MATERIALS SHALL BE NEW AND OF THE BEST QUALITY, MANUFACTURED INACCORDANCE WITH NEMA, ANSI, UL, OR OTHER APPLICABLE STANDARD.F.THE USE OF MANUFACTURER'S NAMES, MODELS AND NUMBERS IS INTENDED TOESTABLISH STYLE, QUALITY, APPEARANCE, USEFULNESS AND BID PRICE.G.PROTECT ALL ELECTRICAL MATERIAL AND EQUIPMENT INSTALLED AGAINST DAMAGE BYOTHER TRADES, WEATHER CONDITIONS, OR ANY OTHER PRVENTABLE CAUSES.EQUIPMENT DAMAGED DURING SHIPPING OR CONSTRUCTION PRIOR TO ACCEPTANCE BYTHE ENGINEER OF THE OWNER WILL BE REJECTED AS DEFECTIVE.H.LEAVE THE SITE CLEAN. REMOVE ALL DEBRIS, EMPTY CARTONS, TOOLS, CONDUIT, WIRESCRAPS, AND ALL MISCELLANEOUS SPARE EQUIPMENT AND MATERIALS USED IN THEWORK DURING CONSTRUCTION.I.ALL COMPONENTS SHALL BE FREE OF DUST, GRIT AND FOREIGN MATERIALS AND SHALLAPPEAR AS NEW PRIOR TO ACCEPTANCE OF THE WORK. DAMAGED PAINT AND FINISHESSHALL BE TOUCHED UP OR REPAINTED WITH MATCHING PAINT COLOR PAINT OR FINISH.J.CIRCUIT CONDUCTORS #6 AWG OR SMALLER SHALL BE THWN STRANDED COPPER, #4AWG THROUGH #2 AWG SHALL BE XHHW STRANDED COPPER, #1 AWG OR LARGER SHALLBE XHHW-2 STRANDED COPPER. MINIMUM POWER CONDUCTOR SIZE SHALL BE #12 AWG WITH #12 AWG GROUND. ALL WIRE TO BE SIZED PER NE
C
T
A
B
L
E
3
1
6
-
1
0
,
7
5
º
C
B
A
S
E
D
O
N
A 30º C AMBIENT TEMPERATURE.K.UNDERGROUND CONDUITS SHALL BE SCHEDULE 40 PVC
.
M
I
N
I
M
U
M
C
O
N
D
U
I
T
D
E
P
T
H
SHALL BE 24-INCHES. MINIMUM UNDERGROUND CONDUI
T
S
I
Z
E
S
H
A
L
L
B
E
1
-
I
N
C
H
.
MINIMUM CONDUIT DEPTH UNDER SLAB SHALL BE 1-INC
H
.
L.CONDUITS SHALL BE MARKED AT EACH END WITH MATH
C
I
N
G
N
U
M
B
E
R
E
D
B
R
A
S
S
O
R
NYLONG TAGS. SPARE CONDUITS SHALL HAVE A PULL S
T
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G
I
N
S
T
A
L
L
E
D
A
N
D
S
E
C
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.
M. EXPOSED CONDUIT SHALL BE EMT. MINIMUM SIZE ¾-IN
C
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U
N
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S
S
O
T
H
E
R
W
I
S
E
N
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D
ON THE PLANS OR SPECIFICATIONS.N.SAFETY SWITCHES, ELECTRICAL DISTRIBUTION EQUIPM
E
N
T
,
C
O
N
T
R
O
L
P
A
N
E
L
S
,
A
N
D
OTHER ELECTRICAL DEVICES SHALL BE UL LISTED.O.WIRING DEVICES SHALL BE SPECIFICATIONS GRADE.P.THE CONTRACTOR IS RESPONSIBLE FOR MANAGING, SC
H
E
D
U
L
I
N
G
,
D
O
C
U
M
E
N
T
I
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G
,
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PERFORMING THE WORK SO THAT A COMPLETE ELECTR
I
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A
L
,
I
N
S
T
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U
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E
N
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A
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CONTROL SYSTEM FOR THE FACILITY IS PROVIDED. AC
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R
A
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S
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DRAWINGS AND O&M MANUALS SHALL BE SUBMITTED P
R
I
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T
O
F
I
N
A
L
A
C
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E
P
T
A
N
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.
Q.TYPICAL DETAILS SHALL APPLY IN ALL CASES WHETHER
S
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L
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Y
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NOT.R.CONTRACTOR SHALL PREPARE AND SUBMIT A CONDUIT
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ENGINEER FOR APPROVAL.S.LIMIT EXPOSED CONDUIT, 90 DEGREE BENDS, AND WALL
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I
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N
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.
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A
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I
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SEPARATION BETWEEN SIGNAL AND POWER CONDUITS.JURISDICTION REQUIREMENTST.ALL STREET LIGHT WIRING INSTALLED FOR THE CITY SHALL B
E
I
N
A
N
A
P
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ELECTRICAL CONDUIT ACCORDING TO THE CURRENTLY ADO
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N
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CODE (NEC).U.NO DIRECT BURIAL CABLE WITHOUT CONDUIT SHALL BE
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B
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LIGHTING IS OWNED BY, OR PROPOSED TO BE OWNED B
Y
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V.ALL INSTALLATIONS OF ELECTRICAL WIRING FOR THE P
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QA/QC
DESIGNED
DRAWN
APPROVED
NO.REVISIONS DATEBY
This document or any part thereof in detailor design concept is the property of Civilize,PLLC. and shall not be copied without thewritten authorization of Civilize, PLLC.
PROJECT NO.01-21-42PEBBLE CREEK
SUBDIVISION
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QA/QC
DESIGNED
DRAWN
APPROVED
NO.REVISIONS DATEBY
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PROJECT NO.01-21-42PEBBLE CREEK
SUBDIVISION
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PERFORATEDMANHOLE 30" MANHOLE RINGWITH DRAINAGEGRATE 30" MANHOLE RINGWITH DRAINAGEGRATE MANHOLESAND & GRAVELINFILTRATIONMATERIAL9-
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