HomeMy WebLinkAboutEngineer's OWTS Design PlanSETBACK DISTANCES FROM SOIL TREATMENT AREA, GARFIELD COUNTY (06/18/18):
SPRING, WELLS, SUCTION LINES, CISTERNS - 100 FT
POTABLE WATER SUPPLY LINE - 25 FT
STRUCTURE W/ BASEMENT, CRAWL SP. OR FOOT. DRAINS- 20 FT
STRUCTURE W/O BASEMENT, CRAWL SP. OR FOOT. DRAINS- 10 FT
PROPERTY LINES/EASEMENTS, PIPED OR LINED IRRIGATION DITCH- 10 FT
SUBSURF. DRAIN, INT. IRRIGATION LATERAL, DRY GULCH, CUT BANK, FILL AREA- 25 FT
LAKE, WATER COURSE, IRRIGATION DITCH, STREAM, WETLAND- 50 FT
SEPTIC TANK, DOSING TANK, VAULT OR PRIVY- 5 FT
DISTANCES BETWEEN FEATURES
ARE APPROX., PROVIDED FOR REF.
& SHOULD BE VERIFIED BY SURVEY
TEST PIT 2
TEST PIT 1
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PARCEL #239119400051
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PROPOSED S.T.A.,
(3) TRENCH, 3' X 96'
24 CHAMBERS PER TRENCH
72 CHAMBERS TOTAL
PROTECT FROM DISTURBANCES,
COMPACTION, OR DAMAGE BY MEANS
OF STAKING, FENCING, POSTING, ETC.
SEPTIC TANK,
1,500 GAL. MIN.
4" DIA. SCH. 40 PVC,
MIN. 2% SLOPE,
FROM BLDG. TO TANK
ENTIRETY OF LOT NOT SHOWN FOR CLARITY*IMPORTANT NOTE*
BLACK CANYON ENGINEERS AND GARFIELD COUNTY TO BE
PRESENT FOR INSPECTION BEFORE SYSTEM IS COVERED.
NOTIFY MIN. 5 BUSINESS DAYS IN ADVANCE
10' PROPERTY LINE SETBACK
DOUBLE SWEEP CLEANOUT WITHIN 5' OF BLDG.
4" DIA. SDR 35 PVC,
MIN. 1% SLOPE,
FROM TANK TO S.T.A.
CO
(16.00 ACRES)
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PROPOSED BARNPROPOSED
DETACHED
GARAGE
PROPOSED 5 BDRM. HOUSE
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PROPOSED WATER LINE
ELECTRICAL MAIN
(APPROX. LOCATION)
PROVIDED FOR REF.
ELECTRICAL LINE (APPROX. LOCATION)
PROVIDED FOR REF.
5' MIN. SETBACK FROM BLDG. TO SEPTIC TANK
4' (TYP.)
4 HOLE D-BOX
W/ RISER
INSPECTION PORT (6 TOTAL)
4" DIA. PVC SOLID PIPE W/ CAP.
INSTALLED AT FIRST & LAST CHAMBER IN EACH TRENCH
RELATIVE ELEVATION INFORMATION - VIF
ITEM .PROPOSED ELEVATION
OUTLET FROM
HOUSE 100'-0"
PIPE INVERT 99'-6"
TANK OUTLET 99'-3"
TANK BOTTOM
(INSIDE)95'-7"
MANIFOLD 97'-0"
INFILTRATIVE
SURFACE 96'-4"
E
10'
5'
24'
120'
EE
WELL
SETBACK DISTANCES FROM SEPTIC TANK, H.L.T. UNIT, DOSING TANK, VAULT, GARFIELD
COUNTY (06/18/18):
SPRING, WELLS, SUCTION LINES, CISTERNS - 50 FT
POTABLE WATER SUPPLY LINE - 10 FT
STRUCTURE W/ BASEMENT, CRAWL SP. OR FOOT. DRAINS- 5 FT
STRUCTURE W/O BASEMENT, CRAWL SP. OR FOOT. DRAINS- 5 FT
PROPERTY LINES/EASEMENTS, PIPED OR LINED IRRIGATION DITCH- 10 FT
SUBSURF. DRAIN, INT. IRRIGATION LATERAL, DRY GULCH, CUT BANK, FILL AREA- 10 FT
LAKE, WATER COURSE, IRRIGATION DITCH, STREAM, WETLAND - 50 FT
SEPTIC TANK, DOSING TANK, VAULT OR PRIVY - N/A
Black Canyon Engineers
222 S Park Ave.
Montrose, CO 81401
970-568-5391
Support@BlackCanyonEngineers.com
www.BlackCanyonEngineers.com
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SP1
Edinger OWTS
Parcel #239119400051
Carbondale, CO 81623
Garfield County, CO
Single Family Residence
BCE122403
02/11/25
As Noted
1)OWNER/BUILDER/CONTRACTOR TO VERIFY
ACCURACY OF SEPTIC (O.W.T.S) PLANS WITH
ARCHITECTURAL & OTHER PLANS AND NOTIFY
ENGINEER OF ANY DISCREPANCIES PRIOR TO
EXCAVATION, CONSTRUCTION OR MATERIALS
PURCHASE.
2)THE ENGINEER SHALL BE NOTIFIED A MINIMUM
OF 5 BUSINESS DAYS IN ADVANCE VIA EMAIL AT
INSPECTIONS@BLACKCANYON
ENGINEERS.COM FOR INSPECTION AS PER
NOTES ON PAGE SP2.
3)THE ENGINEER SHALL BE NOTIFIED IF ADVERSE
OR POOR SOIL CONDITIONS OR WATER ARE
ENCOUNTERED UPON EXCAVATION. FURTHER
ENGINEERING MAY BE REQUIRED
4) VALID, ORIGINAL DOCUMENT ONLY WITH
EMBOSSED, SIGNED SEAL
5) ALL NOTES & REQUIREMENTS FROM PAGE SP2
APPLY TO PAGE SP1
6) ALL MEASUREMENTS TAKEN WITH BASIC
COMPASS, RECREATIONAL LASER RANGE
FINDER & GPS. ACCURACY IS LIMITED TO THAT
OFFERED BY STATED INSTRUMENTS
7) STATED DIMENSIONS TAKE PRECEDENT OVER
MEASURED/SCALED DIMENSIONS
8) TOTAL PAGES: 2
SIZE: ANSI D ("22 X 34")
DESCRIPTIONREV.DATE
1 FOR CONSTRUCTION 03/14/25
03/21/2025
SYSTEM MAINTENANCE:
IT IS RECOMMEN)E) TO MINIMI?E 0ITCHEN )IS5OSAL
:SAGE INTRO):CE NO FOREIGN CHEMICAL
COM5O:N)S CONSER;E WATER :SAGE AN) TO HA;E
THE SE5TIC TAN0 5:M5E) THE SYSTEM INS5ECTE)
MAINTAINE) E;ERY YEAR ALL MAINTENANCE IS THE
RES5ONSI'ILITY OF THE OWNER WITH 5RO5ER CARE
AN) MAINTENANCE THIS SYSTEM SHO:L) LAST MANY
YEARS IF YO: HA;E ANY 6:ESTIONS OR CONCERNS
A'O:T YO:R SYSTEM 5ERFORMANCE OR MAINTENANCE
CONTACT A LICENSE) SE5TIC 5ROFESSIONAL
ALL SYSTEM 5I5ING E=CE5T FOR )ISTRI':TION LATERALS WITHIN THE SOIL
TREATMENT AREA M:ST 'E 'E))E) WITH SELECT MATERIAL 'EFORE FINAL
INS5ECTION 'Y THE LOCAL 5:'LIC HEALTH )E5ARTMENT SELECT 'E))ING
MATERIAL M:ST CONSIST OF LOOSE GRAN:LAR MATERIAL FREE FROM STONES
CLO)S FRO?EN SOIL OR OTHER )ELETERIO:S MATERIAL SELECT MATERIAL
MAY CONSIST OF ONSITE /O' E=CA;ATE) OR IM5ORTE) MATERIAL 'E))ING
MATERIAL M:ST 'E MECHANICALLY COM5ACTE) TO S:55ORT 5I5ING
( ) LOAMY TO5SOIL W ROOTS ORGANICS
( ) LIGHT COLORE) LOAM MATERIAL
NO 'E)ROC0 OR GRO:N)WATER ENCO:NTERE) TO
)ESIGN FLOW CALC:LATIONS:
'E)ROOM HO:SE: OCC:5ANCY " 5ERSONS
5ERSONS = GAL5ERSON)AY " GAL)AY
(GARFIEL) CO:NTY REGS TA'LE )
SET'AC0 )ISTANCES FROM SE5TIC TAN0 HLT :NIT )OSING TAN0 ;A:LT GARFIEL)
CO:NTY ( ):
S5RING WELLS S:CTION LINES CISTERNS FT
5OTA'LE WATER S:55LY LINE FT
STR:CT:RE W 'ASEMENT CRAWL S5 OR FOOT )RAINS FT
STR:CT:RE WO 'ASEMENT CRAWL S5 OR FOOT )RAINS FT
5RO5ERTY LINESEASEMENTS 5I5E) OR LINE) IRRIGATION )ITCH FT
S:'S:RF )RAIN INT IRRIGATION LATERAL )RY G:LCH C:T 'AN0 FILL AREA FT
LA0E WATER CO:RSE IRRIGATION )ITCH STREAM WETLAN) FT
SE5TIC TAN0 )OSING TAN0 ;A:LT OR 5RI;Y NA
SET'AC0 )ISTANCES FROM SOIL TREATMENT AREA GARFIEL) CO:NTY ( ):
S5RING WELLS S:CTION LINES CISTERNS FT
5OTA'LE WATER S:55LY LINE FT
STR:CT:RE W 'ASEMENT CRAWL S5 OR FOOT )RAINS FT
STR:CT:RE WO 'ASEMENT CRAWL S5 OR FOOT )RAINS FT
5RO5ERTY LINESEASEMENTS 5I5E) OR LINE) IRRIGATION )ITCH FT
S:'S:RF )RAIN INT IRRIGATION LATERAL )RY G:LCH C:T 'AN0 FILL AREA FT
LA0E WATER CO:RSE IRRIGATION )ITCH STREAM WETLAN) FT
SE5TIC TAN0 )OSING TAN0 ;A:LT OR 5RI;Y FT
SE5TIC TAN0 SI?ING:
'E)ROOM HO:SE " GALLON MINIM:M SI?E
(GARFIEL) CO:NTY REGS TA'LE )
GENERAL NOTES:
))ESIGN AN) O;ERALL CONSTR:CTION INCL:)ING COM5ONENTS SHALL CONFORM TO THE RE6:IREMENTS OF
GARFIEL) CO:NTY CO REG THE NEC THE COLORA)O 5L:M'ING CO)E
)LOCATE ALL E=ISTING :TILITIES AN) CONFIRM THAT ALL SET'AC0S RE6:IRE) 'Y GARFIEL) CO:NTY THIS )RAWING
CAN 'E SATISFIE) 5RIOR TO E=CA;ATION CONSTR:CTION OR MATERIALS 5:RCHASE
)5;C 5I5E TO 'E E6:I;ALENT TO OR GREATER THAN STRENGTH AS 5ER ASTM ) FOR :N5ERFORATE)
E6:I;ALENT TO OR GREATER THAN STRENGTH AS 5ER ASTM ) FOR 5ERFORATE) 5I5E ALL ANGLE) 5I5E
CONNECTIONS ON SOLI)S LINES SHALL 'E OR )EGREE ONLY
)SE5TIC TAN0 SHALL 'E A TWO COM5ARTMENT TAN0 WITH A SEALE) TAN0 'AFFLE MAN:FACT:RE) 'Y A COLORA)O
)5HE A55RO;E) MAN:FACT:RER THAT MEETS RE6 S OF GARFIEL) CO:NTY CO REG FOLLOW ALL MFG
INSTR:CTIONS MAINTENANCE RE6S LE;EL GRA)E AN) 5ROOF COM5ACT OR 'E) 'OTTOM OF E=CA;ATION TO ENS:RE
LE;EL AN) STA'LE INSTALLATION OF TAN0
)TAN0 SI?ES S5ECIFIE) HEREIN ARE 'OTH NOMINAL AN) MINIM:M FOR SYSTEMS WHERE A 5:M5 IS 5LACE) IN THE
TAN0 OWNERINSTALLER TO ;ERIFY THAT SELECTE) TAN0 HAS S:FFICIENT E=CESS ;OL:ME SO AS TO NOT GO 'ELOW
THE MINIM:M SI?E WHEN THE 5:M5 ;OL:ME IS S:'TRACTE) O:T
)IF A 5LASTIC (5OLY) TAN0 IS :SE) THE 'RAN) OF TAN0 SHALL 'E INFILTRATOR ORENCO OR NORWESCO IF THE
SYSTEM INCL:)ES A 5:M5 THE 5:M5 SHO:L) 'E 5LACE) IN A SE5ARATE )OSING TAN0 FOLLOWING THE MAIN TAN0 AN)
NOT THE SE5TIC TAN0
)IF A 5LASTIC (5OLY) TAN0 IS :SE) OWNERINSTALLER SHALL ANCHOR TAN0 )OWN ):E TO ':OYANCY CONCERNS
FOLLOW ALL MFG S INSTR:CTIONS
)FOLLOW ALL COM5ONENT ()'O=ES EFFL:ENT FILTERS 5:M5S FLOATS CONTROL 5ANELS ETC) MFG S
INSTR:CTIONS INCL:)ING LE;EL 5LACEMENT CO)E COM5LIANCE WHERE A55LICA'LE
)FOR 5RESS:RE )IST SYSTEMS: FLOW MEAS:RE) ;IA WATER S6:IRT HEIGHT M:ST 'E MA)E E6:AL 'ETWEEN
LATERALS 'Y FLOW E6:ALI?ING THROTTLING ;AL;ES IN MANIFOL) A O5ERATING HEA) (OR E6:I; S6:IRT
HEIGHT) M:ST 'E AT )ISTAL EN) OF LATERALS INSTALLER M:ST 5RO;I)E 5HOTOS TO ENGINEER ;ERIFYING S:CH ENS:RE
ALL LI6:I) )RAINS TO FIEL) OR 'AC0 TO TAN0 SO AS TO 5RE;ENT FREE?ING OF LINE FLOAT 5OSITIONS SYS CONFIG 'Y
OTHERS EFFL:ENT FILTER M:ST 'E INSTALLE) 'EFORE ANTISI5HON ;AL;E WHEN STA ELE;ATION IS 'ELOW 5:M5
ELE;ATION
)ALL CON;EYANCE LINES 5RIOR TO THE SE5TIC TAN0 SHALL HA;E )O:'LE SWEE5 CLEANO:T WRISER E;ERY IN
A))ITION TO THE ONE RE6:IRE) WITHIN OF THE ':IL)ING
)INFILTRATI;E S:RFACE TO 'E LE;EL :NO MA= )E5TH IS FT
)SEE) THE FINISHE) S:RFACE OF LEACH FIEL) AN) )IST:R'E) SOIL AREAS AFTER CONSTR:CTION
)GRA)E GRO:N) ARO:N) SE5TIC SYSTEM SO AS TO )I;ERT WATER AWAY FROM THE STA ROLLING HY)RA:LIC
COM5ACTION MACHINE TAM5ING NOT 5ERMITTE)
)5RIOR TO CONSTR:CTION S:'MIT ALL A55LICATIONS 5AY ALL FEES AN) O'TAIN THE 5RO5ER 5ERMITS FROM
GARFIEL) CO:NTY
)S:'MIT A CLEAR AS':ILT )RAWING OF THE ACT:AL CONSTR:CTION TO THE ENGINEER AT COM5LETION THIS SHALL
INCL:)E )IMENSIONAL TIES TO THE SE5TIC TAN0 CLEANO:TS AN) TO AT LEAST TWO CORNERS OF THE STA THERE SHALL
'E TWO TIES TO EACH 5OINT REFERENCE) TO 5ERMANENT FEAT:RES ON THE S:RFACE S:CH AS CORNERS OF THE
':IL)ING
)THE ENGINEER WITH ':SINESS )AYS NOTICE ;IA EMAIL AT INS5ECTIONS%'LAC0CANYONENGINEERSCOM WILL
MA0E FIEL) O'SER;ATIONS OF THIS WOR0 THE FOLLOWING O'SER;ATIONS WILL 'E RE6:IRE):
AAFTER INSTALLATION OF )ISTRI':TION SYSTEM LEFT E=5OSE) TO CONFIRM LE;EL CONSTR:CTION WITHIN
MA=IM:M TOLERANCE
)AT ANY 5OINT ):RING INSTALLATION IF THE INSTALLER ENCO:NTERS A SOIL HORI?ON GRO:N)WATER )E5TH OR
'E)ROC0 )E5TH THAT )IFFERS FROM THAT SHOWN ON THIS )RAWING NOTIFY EOR
)ALL SYSTEM 5I5ING E=CE5T FOR )ISTRI':TION LATERALS WITHIN THE STA M:ST 'E 'E))E) WITH SELECT
MATERIAL 'EFORE FINAL INS5ECTION 'Y LOCAL 5:'LIC HEALTH AGENCY SELECT MATERIAL M:ST CONSIST OF LOOSE
GRAN:LAR MATERIAL FREE FROM STONES CLO)S FRO?EN SOIL OR OTHER )ELETERIO:S MATERIAL 'E))ING MATERIAL
M:ST 'E MECHANICALLY COM5ACTE) TO S:55ORT 5I5ING
SOIL TREATMENT AREA SI?ING:
LONG TERM ACCE5TANCE RATE IS 'ASE) ON SOIL O'SER;ATIONS IN THE ;ICINITY OF THE
5RO5OSE) LOCATION OF THE SOIL TREATMENT AREA SOIL IS CLASSIFIE) AS SOIL TY5E A
SAN)Y LOAM A LONG TERM ACCE5TANCE RATE (LTAR) OF GAL)AYFT IS A55RO5RIATE
FOR THIS TY5E OF SOIL (GARFIEL) CO:NTY REGS TA'LE )
AREA RE6:IRE) " )ESIGN FLOWLTAR " G5) " S6 FT
SI?E A)/:STMENT FACTOR FOR A55LICATION TO GRA;ITY TRENCH:
S6 FT = " S6 FT (GARFIEL) CO:NTY REGS TA'LE )
SI?E A)/:STMENT FACTOR FOR A55LICATION ;IA CHAM'ERS:
S6 FT = " S6 FT (GARFIEL) CO:NTY REGS TA'LE )
EACH STAN)AR) CHAM'ER IS S6 FT S6 FT S6 FT " SO :SE CHAM'ERS
() TRENCH FT = FT CHAM'ERS 5ER TRENCH 5L:S INLETO:TLET EN)S
MIN (TY5)
(TY5)
(TY5)
() CHAM'ERS 5ER TRENCH
5L:S INLETO:TLET EN)S
HOLE )'O= WITH RISER
INFILTRATOR WATER TECHNOLOGIES 6:IC0 STAN)AR) CHAM'ER GRA;ITY TRENCH CONFIG:RATION
CHAM'ERS TOTAL IN TRENCHES EACH LONG
(NOT TO SCALE)
)IA S)R SOLI) 5;C 5I5E
)IA S)R SOLI) 5;C 5I5E
HOME
)O:'LE SWEE5 CLEANO:T WITHIN OF THE ':IL)ING
)IA SCH 5;C 5I5E MIN
SLO5E FROM 'L)G TO TAN0
(INS:LATE TO5 OF CON;EYANCE LINE W RIGI) FOAM S:ITA'LE FOR ':RYING)
)IA S)R SOLI) 5;C 5I5E MIN
SLO5E FROM TAN0 TO STA
(INS:LATE TO5 OF CON;EYANCE LINE W RIGI) FOAM S:ITA'LE FOR ':RYING)
GAL MIN TWO COM5ARTMENT SE5TIC TAN0
CO;ER TO5 W RIGI) FOAM S:ITA'LE FOR ':RYING
STAN)AR) CA5ACITY
CHAM'ERS
STAN)AR) CA5ACITY
EN) 5LATES (TY5)
INS5ECTION 5ORT TO 'E INSTALLE) AT FIRST
AN) LAST CHAM'ER IN EACH TRENCH (TY5)
(E=T A'O;E GRA)E)
MIN
MA=
MIN
MA=
MIN
MIN
HO:SEGARAGE
OWTS 5ROFILE SCHEMATIC
NOT TO SCALE
SE5TIC TAN0 OF
MIN SI?E
S5ECIFIE)
HEREIN
S)R 5;C SOLI) 5I5E
FROM TAN0 TO STA
SCH 5;C SOLI) 5I5E
FROM HO:SE TO TAN0
E=5OSE)
FINISHE) FLOOR)O:'LE SWEE5
CLEANO:T
FINISHE) GRA)E
SOIL TREATMENT AREA (STA)
SEE )ETAIL SECTION HEREIN
( WI)E TRENCH)
MIN
NATI;E 'AC0FILL
INFILTRATOR WATER TECHNOLOGIES
6:IC0 STAN)AR) CHAM'ER
TY5ICAL TRENCH )ETAIL
SECTION ;IEW
(NOT TO SCALE)
IN;ERT
MIN
MIN CO;ER
TO5SOIL
( WI)E TRENCH)( WI)E TRENCH)
MIN
MA=
(EFFECTI;E LENGTH)
O:TLET EN)
(EFFECTI;E LENGTH)
TOP VIEW
SIDE VIEW END
VIEW
QUICK4 STANDARD MULTIPORT
END CAP
INS5ECTION 5ORT
INLET EN)
(EFFECTI;E LENGTH)
IN;ERT
INFILTRATOR WATER TECHNOLOGIES
6:IC0 STAN)AR) CHAM'ER
5RO):CT S5ECIFICATIONS
(NOT TO SCALE)
TWO COM5ARTMENT SE5TIC TAN0 OF SI?E S5ECIFIE) HEREIN
LE;EL GRA)E AN) 5ROOF COM5ACT OR 'E) 'OTTOM OF E=CA;ATION
TO ENS:RE LE;EL AN) STA'LE INSTALLATION
MIN
MIN
MIN
AS CON)ITIONS
RE6:IRE
;A:LT INLET 5ORT
EFFL:ENT )ISCHARGE TO STA
MIN SLO5E
INSTALL 5OLYLO0 EFFL:ENT SCREEN OR NSF
CERTIFIE) E6:I;ALENT
SET RISER A)A5TER IN RAMNEC0
OR MASTIC A)HESI;E SEALANT
5;C RISER OSI MO) RR ] t W
GROMMET(S) ('ON) TO TAN0 A)A5TER W
RECOMMEN)E) A)HESI;E OR E6:I;ALENT)
M:ST 'E WATERTIGHT
INS:LATE) FI'ERGLASS GAS0ETE) LI) W
STAINLESS STEEL 'OLTS OSI MO) FLG;
:SE FLG; IN MANHOLES # )EE5
SLO5E GRO:N) AWAY
FROM RISER (TY5)
TAN0 'AFFLE
INLET TEE
FROM HO:SE
TY5ICAL SE5TIC TAN0
NOT TO SCALE
GALLON MIN
COM5ARTMENT
SE5TIC TAN0
SCARIFY S:RFACE OF INSIT: SOIL
A;OI) COM5ACTING WITH E6:I5MENT (TY5)
AT ANY 5OINT ):RING INSTALLATION IF THE INSTALLER ENCO:NTERS
A SOIL HORI?ON GRO:N)WATER )E5TH OR 'E)ROC0 )E5TH THAT
)IFFERS FROM THAT SHOWN ON THIS )RAWING NOTIFY EOR
GARFIEL) CO:NTY REGS FE
THE TO5 OF INS5ECTION 5ORTS MAY 'E
TERMINATE) 'ELOW THE FINAL GRA)E IF EACH IS
HO:SE) IN A COM5ONENT S:CH AS A ;AL;E 'O=
FOR A LAWN IRRIGATION SYSTEM AN) HAS
A REMO;A'LE CO;ER AT THE GRO:N) S:RFACE
5ROFILE TEST 5IT LOG
TESTING 5ERFORME) 'Y WYATT THA:TE OF 'CE ON
TEST 5ITS WERE ):G 'Y AN E=CA;ATOR AN) SHOWE) SIMILAR
SOIL HORI?ONS :S)A SOIL TE=T:RING TEST 5ERFORME) 'Y
WYATT THA:TE A C5OW CERTIFIE) COM5ETENT TECHNICIAN
FEET
)IA S)R
SOLI) 5;C 5I5E
( ) )AR0ER SAN)Y LOAM W GRA;ELLY MI=T:RE
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)OWNER':IL)ERCONTRACTOR TO ;ERIFY
ACC:RACY OF SE5TIC (OWTS) 5LANS WITH
ARCHITECT:RAL OTHER 5LANS AN) NOTIFY
ENGINEER OF ANY )ISCRE5ANCIES 5RIOR TO
E=CA;ATION CONSTR:CTION OR MATERIALS
5:RCHASE
)THE ENGINEER SHALL 'E NOTIFIE) A MINIM:M
OF ':SINESS )AYS IN A);ANCE ;IA EMAIL AT
INS5ECTIONS%'LAC0CANYON
ENGINEERSCOM FOR INS5ECTION AS 5ER
NOTES ON 5AGE S5
)THE ENGINEER SHALL 'E NOTIFIE) IF A);ERSE
OR 5OOR SOIL CON)ITIONS OR WATER ARE
ENCO:NTERE) :5ON E=CA;ATION F:RTHER
ENGINEERING MAY 'E RE6:IRE)
) ;ALI) ORIGINAL )OC:MENT ONLY WITH
EM'OSSE) SIGNE) SEAL
) ALL NOTES RE6:IREMENTS FROM 5AGE S5
A55LY TO 5AGE S5
) ALL MEAS:REMENTS TA0EN WITH 'ASIC
COM5ASS RECREATIONAL LASER RANGE
FIN)ER G5S ACC:RACY IS LIMITE) TO THAT
OFFERE) 'Y STATE) INSTR:MENTS
) STATE) )IMENSIONS TA0E 5RECE)ENT O;ER
MEAS:RE)SCALE) )IMENSIONS
) TOTAL 5AGES:
SI?E: ANSI ) ( = )
)ESCRI5TIONRE;)ATE
FOR CONSTR:CTION
03/21/2025