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TALLGRASS(
Cheyenne Connector
Project
PROJECT NOTES. fatOSEQN_ANELSEE2EmENT CONTROL NOTES
BEARINGS AND COORDINATES ARE RELATIVE TO THE NAD 83 1
COLORADO STATE PLANE NORTH ZONE COORDINATE SYSTEM
(CD83-NF) GRID VALUES ARE SHOWN AND ARE NOT SCALED
0 SURFACE VALUES
2 WIND EROSION AND DUST GENERATION SHALL BE KEPT TO A
MINIMUM UTILIZING DUST CONTROL METHODS SEEDING AND
MULCHING SHALE. BE USED ON AREAS WHERE GRADING HAS
BEEN COMPLETED THE APPLICATION OF WATER FROM A
WATER TRUCK SHALL BE USED TO CONTROL DUST DURING
THE GRADING OPERATIONS CARE WILL BE TAKEN NOT 70
OvER WATER THE SITE, WHICH CAN INCREASE THE POTENTIAL.
OF MUD TRACKING BY EQUIPMENT
3 ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED
DUE TO UNFORESEEN PROBLEMS OR IF THE PLAN DOES NOT
FUNCTION AS INTENDED 2
4 ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE
GRAVELED OR SEEDED WITH NATIVE VEGETATION, REFER TO
SPECIFICATIONS FOR PERMANENT SEED MIX AND PLANTING
CONTRACTOR SHALL uSE VEHICLE TRACKING CONTROL AT AIL
LOCATIONS WHERE VEHICLES WILL ENTER OR EXIT THE SITE
CONTROL FACILITIES WILL BE MAINTAINED WHILE
CONSTRUCTION IS IN PROGRESS, MOVED WHEN NECESSARY.
AND REMOVED WHEN THE CONSTRUCTION IS COMPLETED
ALL CONSTRUCTION SUPPORT ACTIVITIES, SUCH AS EQUIPMENT
STAGING AREAS AND MATERIAL STORAGE AREAS SHALL BE 3
CONFINED WITHIN THE DISTURBED AREA. ANY BORROW OR
STOCKPILE AREAS THAT ARE REQUIRED SHAD ALSO BE
CONFINED WITHIN THE DISTURBED AREA
TEMPORARY OR PERMANENT STABILIZATION MEASURES MUST
BE INITIATED NO MORE THAN 14 DAYS AFTER CONSTRUCTION
ACTIVITY IS STOPPED IF THE FOLLOWING CONDITIONS ARE
PRESENT GROUND IS FROZEN, COVERED BY SNOW. OR IF
ARID, SEMI -ARID OR DROUGHT CONDITIONS ARE OCCURRING 4
THE STABILIZATION SHALL BE COMPLETED AS SOON AS IS
PRACTICAL IF CONSTRUCTION WILL BE RESTARTED WITHIN 21
DAYS FROM THE DATE CONSTRUCTION WAS STOPPED.
STABILIZATION MEASURES DO NOT NEED TO BE COMPLETED
vEIBCLE WASHING SHALL BI. COMPLETED WITHIN THE
PEWITCTEO BOUNDARY DI THE SITE WASHING Of VEHICLES
OUTSIDE Of THE PROT! CTION ARCA TS PROHIBITED
THE CONTRACTOR SHALL A. I INAL STABILIZATION PRIOR
TO IINAI ACCEPTANCE F1,,A ;ABATZATION SHALL CONSIST 5
Of THE FOLLOWING REOuIR•v ••-S
A ALL SOIL DISTURBING ACTTVITIES AT THE SITE MUST BE
COMPLETED IN ADDITION. A UNIFORM AND EVENLY
DISTRIBUTED PERENNIAL VEGETATIVE COVER MUST BE
ESTABLISHED WITH A DENSITY OF AT LEAST 70% OF THE
NATIVE BACKGROUND VEGETATIVE COVER ON ALL
UNPAVED AREAS AND AREAS NOT COVERED BY
PERMANENT STRUCTURES, OR EQUIVALENT PERMANENT
STABILIZATION MEASURES (SUCH AS THE USE OF
RIPRAP, GABIONS. AGGREGATE SURFACING. OR
GEOTEXT ILES) MUST BF EMPLOYED.
li TOR AREAS THAT ARE ARID. SEMI -ARID. OR
DROUGHT -STRICKEN, ALL SOIL DISTURBING ACTIVITIES Al
THE SITE MUST BE COMPLETE TEMPORARY EROSION
CONTROL MEASURES SUCH AS SELECTING, DESIGNING
AND INSTAT LING DEGRADABLE ROLLED EROSION CONTROL
PRODUCTS ON SITE WITH AN APPROPRIATE SEED BASE.
TO PROVIDE EROSION CONTROL FOR AT LEAST THREE
YEARS WITHOUT ACTIVE. MAINTENANCE BY THE
CONTRACTOR AND TO ACHIEVE 70 PERCENT VEGETATIVE
COVERAGE WITHIN THREE (3) YEARS
*PIC EItACIfyNG g SCDIMENTS BY VEHICLES SHALL BE
MINIMIZED BY USING A STABILIZED CONSTRUCTION
ENTRANCE/EXIT IF SEDIMENT IS CARRIED OFF -SITE BY
VEHICLES. THE CONTRACTOR SHALL HALT OPERATIONS AND
MAKE MODIFICATIONS TO THE VEHICLE TRACKING CONTROL
PAD TO REDUCE SEDIMENT FROM BEING CARRIED OFF SITE
THE CONTRACTOR SHALL REMOVE THE VEHICLE TRACKING
PAO WHEN THERE IS NO LONGER THE POTENTIAL FOR
VEHICLE TRACKING TO OCCUR AFTER THE SITE WORK HAS
BEEN COMPLETED, AGGREGATE SURFACING HAS BEEN
COMPLETED ON THE SUBSTATION PAD. AND ACCESS ROADS
HAVE BEEN COMPLETED. DURING THE REMOVAL OF THE
VEHICLE TRACKING PAD AGGREGATE. THE EXCESS SEDIMENT
SHALL BE REMOVED AND DISPOSED OF OFF- SITE
WIND
OUST
WIND EROSION AND DUST GENERATION SMALL BE KEPT 10
A MINIMUM BY UTILIZING DUST CONTROL METHODS TO HELP
PREVENT SOIL PARTICLES FROM ENTERING THE AIR AS A
RESULT OF LAND DISTURBING CONSTRUCTION ACTIVITIES
SEEDING AND MULCHING SHALL BE uSED ON AREAS WHERE
GRADING OPERATIONS HAVE BEEN COMPLETED THE
APPLICATION OF WATER FROM A WATER TRUCK SHALL BE
USED TO CONTROL DUST DURING GRADING OPERATIONS
CARE SHALL BE TAKEN NOT TO OVER WATER THE SITE,
WHICH WILL INCREASE THE POTENTIAL OF EQUIPMENT
TRACKING MUD OFF SITE
CONSTRUCr10N0151TES56lID WASTE MATERIALS SHALL BE
COLLECTED. TEMPORARILY STORED AND LAWFULLY DISPOSED
CPC AT REGULAR INTERVALS OFF THE PROJECT SITE IN A
MANNER CONSISTENT WITH ALL LOCAL. STATE AND FEDERAL
REGULATIONS CONTRACTOR'S PERSONNEL SHALL BE
EDUCATED. AS REOUIRED, ON SOLID WASTE HANDLING
PROCEDURES
SANITARY
TOILETS I SHALL BE USED ON SITE TO CONTAIN POSAt
PORTABLE
SANITARY WASTE THEY SHALL BE LOCATED ON LEVEL
SURFACES AWAY FROM CULVERTS AND DITCHES PORTABLE
TOILETS SHALL BE CLEANED, MAINTAINED AND EMPTIED
REGULARLY THE WASTE SHALL BE TRANSPORTED AND
DISPOSED OF IN ACCORDANCE WITH AU LOCAL, STATE AND
FEDERAL REGULATIONS AND SHALL NOT BE DISCHARGED OR
BURIED ON SITE PORTABLE TOILETS MUST BE SECURELY
STAKED
pQDOWN TO PREVENT
µ TIPPING OvER
HAZARDOUS AND TTOXIC WASTE SHALL BE COLLECTED.
TEMPORARItY STORED AND LAWFULLY DISPOSED OF IN
ACCORDANCE WITH ALL LOCAL. STATE AND FEDERAL
REGULATIONS CONTRACTOR'S PERSONNEL SHALL BE
EDUCATED, AS REQUIRED. ON HAZARDOUS AND TOXIC WASTE
HANDLING PROCEDURES
6 cONMOLS
ALLSTORED
TIONAL DONSAMATERIALS STORDSON-SIRTEStALL BE STORED IN
A NEAT. ORDERLY MANNER AND UNDER AN ENCLOSURE
TF POSSIBLE MATERIALS SHALL BE STORED ON
IMPERMEABLE SURFACES AND IN LOCATIONS AWAY
FROM HIGH IRAFFTC AREAS WHENEVER PRACTICAL
CONTRACTOR SHAu. IMPLEMENT A PROGRAM TO
INVENTORY MATERIALS AND REDUCE OVERSTOCKED
MATERIALS STORED ON SITE
1.
B
C
0.
L
F
PRODUCTS SHALL BE KEPT IN THEIR ORIGINAL.
CONTAINERS UNLESS THEY ARE NOT RE - SEALABLE
WITH THE ORIGINAL. MANUFACTURER'S LABEL AND
MATERIAL SAFETY DATA SHEETS (MSDS) SECONDARY
CONTAINMENT SHALL BE USED WHEN STORING
HAZARDOUS MATERALS, WHEN PRACTICAL
ALL OF THE PRODUCT IN A CONTAINER SHALL BE
USED BEFORE DISPOSING OF THE CONTAINER.
WHENEVER POSSIBLE.
ONLY PROPERLY TRAINED PERSONNEL SHALL HANDLE
HAZARDOUS MATERIALS.
SURPLUS PRODUCTS WILL BE DISPOSED OF FOLLOWING
THE MANUFACTURERS' RECOMMENDED METHOD FOR
PROPER DISPOSAL AND SHALL BE IN ACCORDANCE
WITH ALL LOCAL. STATE AND FEDERAL REGULATIONS
A�RDAIIIU ONSITL.DVEHICLES SHALE BE MONITORED FOR
LEAKS AND RECEIVE REGULAR PREVENTIVE'
B
MAINTENANCE TO REDUCE THE CHANCE OF LEAKAGE 9
PETROLEUM PRODUCTS SFALL BE STORED IN TIGHTLY
SEALED CONTAINERS WHICH ARE CLEARLY LABELED
9 ON -SITE, BULK FUEL STORAGE TANKS, GREATER THAN
1,100 GALLONS. SHALL HAVE SECONDARY CONTAINMENT
PER COLORADO ADMINISTRATIVE COOL BULK FUEL 10.
STORAGE TANKS LESS THAN 1,100 GALLONS SHOULD
BE EQUIPPED WITH SECONDARY CONTAINMENT AS A
MATTER OF GOOD HOUSEKEEPING STORAGE TANKS
AND ALL APPURTENANCES SHALE. BE INSPECTED PRIOR
TO AND AFTER EACH USE FOR EVIDENCE OF FUEL IT
LEAKS OR SPILLS IF A LEAK OR SPILL HAS
OCCURRED, THE OPERATOR SHALL CONFORM TO THE
RULES AND REGULATIONS SET FORTH BY THE
COLORADO ADMINISTRATIVE CODE T2
ACONCRETE WASH
THE CONCRETE WASHOUT AREA SHALL BE INSTALLED
ON SITE AS SHOWN ON THE SEDIMENT & EROSION 13
CONTROL PLANS. IT WILL BE CONSTRUCTED PER THE
CONCRETE WASHOUT AREA DETAIL ON THE SEDIMENT &
EROSION CONTROL. DEINLS DRAWING
B CONCRETE TRUCK WASHOUT WATER SHALL BE 14
DISCHARGED 10 AREAS AT THE CONSTRUCTION SITE
WHERE STRUCTURAL CONTROLS HAVE BEEN
ESTABLISHED TO PREVENT DIRECT DISCHARGE 10
SURFACE WATERS, OR TO AREAS THAT HAVE A MINIMAL Ij
SLOPE THAT ALLOW NEIL RATION AND FILTERING DI
WASH OUT WATER TO PREVENT DIRECT DISCHARGE TO
SURFACE WATERS STRUCTURAL CONTROLS MAY
CONSIST OF TEMPORARY BERMS, TEMPORARY SHALLOW 16
PITS, TEMPORARY STORAGE TANKS WITH SLOW RATE
RELEASE. OR OTHER REASONABLE MEASURES TO
PREVENT RUNOFF FROM THE CONSTRUCTION SITE
GENERN
NOTES:
I7
ALL MATERIALS AND WORKMANSHIP SHALL COMPLY WITH ALL
APPLICABLE TALLGRASS PIPELINE STANDARDS, CODES. 18
SPECIFICATIONS, LOCAL ORDINANCES, INDUSTRY STANDARDS
AND UTILITY COMPANY REQUIREMENTS
2 !HESS DESIGN DRAWINGS PRESENT THE CIVIL CONCEPTS OF
THIS PROJECT AND ARE NOT INTENDED TO SERVE AS
CONTRACTOR'S SHOP DRAWINGS CERTAIN ITEMS MAY NO1
BE: COMPLETELY DETAILED ON THESE DRAWINGS SUCH
ITEMS SHALL BE CONSTRUCTED TO THE CODES AND
STANDARDS AS NOTED THE STANDARDS AND
REQUIREMENTS OF THE LOCAL JURISDICTION SHALL :AK!
PRECEDENCE
3 GRADING SHALL BE PERFORMED TO THE PLANS. ELEVATIONS.
PROFILES. SECTIONS, DETAILS AND SPECIFICATIONS UNLESS
APPROVAL HAS BEEN OBTAINED IN ADVANCE
4 THE CONTRACTOR SHALL REQUEST UTILITY LOCATES AND
VERIFY ALL UNDERGROUND UTILITY LOCATIONS BEFORE
CONSTRUCTION THE LOCATION OF UNDERGROUND UTILITIES
WAS NOT PART OF THE DESIGN SURVEY THE CONTRACTOR
SHALL PROTECT AND MAINTAIN THE OPERATION OF ALI
EXISTING UTILITIES WITHIN THE CONSTRUCTION AREA
THROUGHOUT THE CONSTRUCTION PROCESS THE
CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT Of
ALL EXISTING UTILITIES WHICH ARE DISTURBED AS PART OE
THE CONTRACT THE CONTRACTOR SHALL COORDINATE ALL
WORK WITH THE RESPECTIVE UTILITY OWNERS
5 THE CONTRACTOR SHALL vE Riot THE LOCATION AND INVERT
ELEVATIONS OF ALL EXISTING UTILITIES AND STRUCTURES
WITHIN THE PROJECT AREA SEE MECHANICAL. STRUCTURAL,
AND ELECTRICAL DRAWINGS TO VERIFY THE LOCATION OF
EXISTING AND NEW COMPONENTS
6 UTILITY SHUTDOWNS, INSPECTIONS. AND ACCEPTANCE TESTS
SHALL BE COORDINATED IN ADVANCE WITH THE APPROPRIATE.
AGENCIES
7 THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE
PROJECT OBJECTIVES WITH ALL UTILITY COMPANIES
8 DOWNTIME FOR UTILITIES SHALL BE HELD TO A MINIMUM
AND TEMPORARY BYPASSES SHALL BE PROVIDED WHERE
NECESSARY TO MAINTAIN PROPER SERVICE. 00 NOT
INTERRUPT UTILITIES THAT ARE SERVING FACILITIES OCCUPIED
BY THE OWNER OR BY OTHERS UNLESS GRANTED IN
WRITING BY THE OWNER'S REPRESENTATIVE, AND ONLY
AFTER ARRANGING TO PROVIDE TEMPORARY SERVICES
ACCORDING TO THE REQUIREMENTS AS INDICATED
THE LOCATION OF PROPERTY LINES. EXISTING STRUCTURES.
FIXTURES AND UNDERGROUND UTILITIES ARE DRAWN FROM
THE BEST AVAILABLE AS -BUILT AND SURVEYED INFORMATION.
THIS DOES NOT GUARANTEE THAT THE LOCATION OF
EXISTING ITEMS ARE EXACT OR COMPLETE
SITE CONSTRUCTION PRACTICES SHALT BE IN ACCORDANCE
WITH OSHA STANDARDS THE CONTRACTOR SHALL MAINTAIN
ON -SITE. LEGIBLE MATERIAL SAFETY DATA SHEETS TOR ALI.
HAZARDOUS MATERIALS USED ON. SITE.
ANY OFF - SITE IMPROVEMENTS FOUND DAMAGED SHALL BE
REPLACED 10 THE SATISFACTION OF THE INSPECTOR OR
OWNER'S REPRESENTATIVE OF THE AFFECTED AGENCY.
THE WORK SCHEDULE SHALL BE COORDINATED WITH THE
OWNER'S REPRESENTATIVE AND WFFH ANY LOCAL
ORDINANCES
THE CONTRACTOR SHALL SECURE THE JOB SITE AT THE ENO
OF EACH DAY ON-DUAND OFF -DUTY CONTACTS AND
PHONE NUMBERS FOR THE CONTRACTOR SHALT BE
FURNISHED TO THE OWNER'S REPRESENTAJIVE
THE CONTRACTOR SHALL COORDINATE WITH THE OWNER'S
REPRESENTATIVE TO MANAGE THE PROJECT'S IMPACT TO
SECURITY AND SAFETY MATTERS.
ANY REVISIONS MADE 10 DIE APPROVED PLANS REQUIRE
SUBSEOUENT APPROVAL BY THE APPROPRIATE AGENCY.
REMOVE SURPLUS SOIL MATERIAL. UNSUITABLE TOPSOIL.
OBSTRUCTIONS, DEMOLISHED MATERIALS. AND WASTE
MATERIALS. INCLUDING TRASH AND DEBRIS, AND LEGALLY
DISPOSE OF THEM OFF SITE Al AN APPROVED LOCATION.
NO OPEN BURNING OF WASTE MATERIALS SHALL BE
PERMITTED ON THE SITE WITHOUT APPROVAL FROM THE
OWNERS REPRESENTATIVE AND APPROPRIATE REGULATORY
AGENCIES.
DUST SHALL BE CONTROLLED AT ALL TIMES BY WATERING.
DIRT DEBRIS, TRASH OR OTHER CONSTRUCTION MATERIALS
SHALL BE CONTAINED WITHIN CONSTRUCTION BOUNDARIES AT
ALL TIMES AND SHALL BE CLEANED AND REMOVED DAILY AS
NECESSARY EXCESS EXCAVATED MATERIALS SFALI BE
PROMPTLY DISPOSED OF TO AN APPROVED LOCATION AT
THE CONTRACTOR'S t.XPENSE EXCAVATED MATERIAL 10 BE
REUSED AS BACKE ILL MAY BE TEMPORARILY STOCKPILED
PER THE DIRECTION Of THE ON --SITE OWNER'S
REPRESENTATIVE, BUT MUST BE WATERED AND/OR COVERED
TO PREVENT BLOWING ONTO ADJACENT PROPERTIES THE
CONTRACTOR SHALL ALSO PREVENT CONSTRUCTION DEBRIS
FROM ENTERING ANY EXISTING STORM DRAINAGE REACHES
BY IMPLEMENTING PREVENTATIVE MEASURES SUCH AS
DAMMING OR TEMPORARY CLOSURES
ABBREVIATIONS:
BU)G BuILUWC
C. CNTR CENTER
CONC CONCRETE
DA
DND
DWGS
FLEC
EXIST
FF
TM
HP
KVA
MAX
MECH
MIN
OC
DOS
PLC
PMP
PROP
STD
STRUC
TBR
TOC
NP
CO
VFD
DIAMETER
DO NOT DISTURB
DRAWINGS
ELECTRICAL.
EXISTING
FINISHED FLOOR
FARM - TO- MARK 1
HORSE POWER
KILOVOLT - AMPERE
MAXIMUM
MECHANICAL
MINIMUM
OFF -CENTER
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1 SEE SEDIMENT AND EROSION CONTROL PLAN FOR GENERAL LOCATION OF SI AGING AREA I SET SEDIMENT AND EROSION CONTROL PLAN FOR GENERAL LEX:ANON Of VEHICLE TRACKING PAL). BERM —
CONTRACTOR MAY MODIFY LOCATION AND SIZE OF STA84'1ED STAGING AREA hilt. APPROVAL CONIRAc fR MAY MODIFY LOCATION AND SIZE OF IHI VIFICLE TRACKING PAD WITH APPROVAL (ROM 12- TOP WIDTH
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' STABII 'LED STAGING AID, A ,•A a SIZED APPROPRULTELY TO FULLY CONTAIN PARKING. 2 THE VE HL : 's„+ KING PAD SHALT BE STIED APPROPRIATI Of 10 ALLOW PROPER TRAFFIC ROW AND TO
PREVENT 'RA..'.. SEDIMENT OFF TRACKING PAD IS EFFECTIVE AT
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SIORAt.I. AND JNLOAL):'v- a•.. _OADtNG OPERATIONS .,1 -Silk IF NOT CONTAINING
SEDIMENT -rn. .;iN:p2Ar-OR SHALL STOP OPERATIONS AND MAKE MODIFICATIONS TO THE TRACKING °AD
1$j4 SLOPE
3 STAGING AREA SHALL BE STABILIZED PRIOR TO ANY OTHER OPERATIONS ON THE SITE 10 PREVENT OFF -SIT. 'RACKING OF SEDIMENT NOT TO SEALS
INSTALLATION NOTES
4 THE STABILIZED STAGING AREA SHALL CONSIST or 2-4" AGGREGATE A MINIMUM OF 8 S VEHICLE TRACKING PAO SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES 1 SEE SEDIMENT AND EROSION CONTROL °LAN FOR LOCATION OF CONCRETE WASHOUT AREA
INCHES THICK 4 THE TRACKING PAD SHALL CONSIST OF 4-8 AGGREGATE A MINIMUM OF 8 INCHES THICK A NON - WOVEN 2 TH l CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE
5 STAGING AREA SHALT BE CONTAINED WITHIN THE SITES PERIMETER 85°3. OR HAVE GE0IEX TILE FABRIC SHALL BE PLACED UNDER THE TRACKING PAD PRIOR 10 THE PLACEMENT OF
ADDITIONAL PERIMEIEP HMPS (9L1 FENCE) INSTALLED AROUND STAGING AREA AGGREGATE 3 VEHICLE TRACKING CONTROL S REQUIRED AT THE ACCESS POINT
I NYLMANCL NOTES b A STABILIZED ENTRANCE/EXIT IS REQUIRED At ALL ACCESS POINTS WHERE VEHICLES CAN ACCESS THE 4 SIGNS SHALL HE PLACED AT THE CONSTRUCTION ENTRANCE AT THE WASHOUT AREA. AND IE:SEW"LRE AS
NECESSARY 10 LEARI. INDICATE THE. LOCATION OF To. CONCRETE WASHOUT AREA TO OPERATORS OF
I THE CONTRACTOR SHALL INSPECT THE STABILIZED SPACING AREA WEEKLY AND MNNTA/N IT CONSTRUCTION SITE FROM PUBLIC ROADS ANY OTHER ACCESS POINTS NOT SHOWN ON THI PLANS
THAT THE CONTRACTOR ELECTS TO USE SHALL HAVE A VEHICLE TRACKING PAD INSTALLED AND THE CONCRETE IRUCKS AND PUMP ROCS
IN AN EFFECTIVE CONDITION 7 SHALL ALSO BE INSPECTED WITHIN 24 HOURS AFTER A
STORM EVENT AND REPAIRS OR CLEAN OUT 01 UPSTREAM SEDIMENT SHOULD BE ENTRANCE/EXIT LOCATION
5 EXCAVATION MATERIAL SHALL BE UTILIZED IN IERIMtII R ERRS CONSTRUCTION
COMPL COED AS NEEDED MSALNTESt]CE NOES.
THE CONTRACTOR SHALL THE TRACKING PAD WEEKLY AND MAINTAIN T TIv. �- NILNANCE NOI
2 THE CONTRACTOR SHALL PROVIDE. ADDITIONAL THICKNESS Of AGGREGATE MATERAL IF ANY SHLL INSPECT VEHICLE IIN AN EIf EC
RUTTING OCCURS OR uNOERLYING SUBGRADE BECOMES EXPOSED CONDITION. IT SHALL ALSO BE INSPECTED WITHIN 24 rtUURS AFTER A STORM EVENT AND REPAIRS ' THE CONCRETE WASHOUT AREA SHALL BE. REPAIRED. ENLARGED OR CLEANED OUT AS NECESSARY TO
SHOULD BE COMPtMO AS NEEDED MAINTAIN CAPACITY FOR WASTED CONCRETE CONCRFTI WASTE MATERIALS SHALL BE RfuOVID ONCE THE.
MATERIALS HAVE REACHED A DEPTH OF 2'
3. STABILIZED STAGING AREA SHALL BE ENLARGED IF NECESSARY TO CONTAIN PARKING,
STORAGE AND UNLOADING AND LOADING OPERATIONS 2 THE CONTRACTOR SHALL PROVIDE ADDITIONAL THICKNESS Of AGGREGATE MATERIAL - IF ANY RUTTING
OCCURS OR UNDERLYING SUBGRADE BECOMES EXPOSED ROCK SHALL BE REPPLIED OR RE -GRADED 2 THE CONTRACTOR SHALL INSPECT THE CONCRETE WASHOUT AREA WE.EKtY AND MAINTAIN ,1 IN AN EFFECTIVE
4 ANY ACCUMULATED DIRT OP MUD SHALL BE REMOVED FROM THE SURFACE OF THE AS NECESSARY TO MAINTAIN A CONSTANT DEPTH OF THE AGGREGATE CONDITION. II SHALL ALSO BE INSPECTED WITHIN 24 HOURS AFTER A STORM EVENT AND REPAIRS OR
CLEAN OUT OF SEDIMENT SHOULD BE COMPLETED AS WELDED.
STABILIZED STAGING ARIA
3 SEDIMENT TRACKED ONTO PAVED ROADS SHALL BE REMOVED THROUGHOUT THE DAY AND AT 1HE END OF
THE STABILIZED STAGING AREA SHALL BE REMOVED AT THE END OF CONSTRUCTION THE THE DAY Bhal Y SHOVELING OR SWEEPING SEDIMENT St NOT BE WASHED INTO DRAINAGE SWALLS, 3 THE CONCRETE WASHOUT AREA SHALL REMAIN IN PLACE UNTIL ALL CONCRETE FOR THE PROJECT IS PLACED
DITCHES OR STORM SEWERS
GRANULAR 41ATERW. SHA1.1. BE REMOVED AND ME AREA TDPSOILED. SEEDED AND MULCHED 4 THE CONCRETE WASHOUT AREA SHALL BE REMOVED AT THE END Of CONSTRUCTION THE CONCRETE WASTE
STAHLILCD STAGING AREA 4 ALL AGGREGATE USED FOR THE VEHICLE TRACKING PAD SHALL BE REMOVED Al THE ENO Of SHALL BE REMOVED AND DISPOSED Of IN ACCORDANCE WITH ALL LOCAL. STATE AND FEDERAL REGULATIONS
CONSTRUCTION THE AGGREGATE MATERIAL SHALL BE RIMOVE.D AND EITHER SURFACED WITH GRAVEL OR AFTER REMOVAL OF THE WASTE MATE:RIAt THE. AREA SHALL BE GRADED SMOOTH. IOPSOILED. SEEDED AND
NO1 TO SCALE 314- TODD -200-0613 IOPSOILLO. SEEDED AND MULCHED PER THE. PLANS MULCHED
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PROJECT NOTES
I BEARINGS AND COORDINATES ARE RELATIVE 10 HE NAD 83
COLORADO STATE PLANE NORTH ZONE COORDINATE SYSTEM
4C083 -NF) GRID VALUES ARE SHOWN AND ARE NOT SCALED
O SURFACE VALUES
WIND EROSION AND DUST GENERATION SHALL BE KEPT 10 A
MINIMUM UTILIZING DUST CONTROL METHODS SEEDING AND
MULCHING SHALL BE USED ON AREAS WHERE GRADING HAS
BEEN COMPLETED THE APPLICATION OF WATER FROM A
WATER TRUCK SHALL BE USED TO CONTROL DUST DURING
THE GRADING OPERATIONS CARE WILL BE TAKEN NOT TO
OVER WATER THE SITE:, WHICH CAN INCREASE THE POTENTIAL
OF MUD TRACKING BY EQUIPMENT
3 ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED
DUE TO UNFORESEEN PROBLEMS OR IF THE PLAN DOES NOT
FUNCTION AS INTENDED
4 µt AREAS DISTURBED DURING CONSTRUCTION SHALL BE
GRAVELED OR SEEDED WITH NATIVE VEGETATION. REFER TO
SPECIFICATIONS FOR PERMANENT SEED MIX AND PLANTING
5 CONTRACTOR SHALL USE VEHICLE TRACKING CONTROL. AT ALL
LOCATIONS WHERE VEHICLES Wilt. ENTER OR EXIT THE SITE
CONTROL FACILITIES WILL BE MAINTAINED WHILE
CONSTRUCTION IS IN PROGRESS. MOVED WHEN NECESSARY.
AND REMOVED WHEN THE CONSTRUCTION IS COMPLETED.
ALL CONSTRUCTION SUPPORT ACTIVITIES. SUCH AS EQUIPMENT
STAGING AREAS AND MATERIAL STORAGE AREAS SHALL BE
CONFINED WITHIN THE DISTURBED AREA. ANY BORROW OR
STOCKPILE AREAS THAT ARE REQUIRED SHALL ALSO BE
CONFINED WITHIN THE DISTURBED AREA
TEMPORARY OR PERMANENT STABILIZATION MEASURES MUST
BE. INITIATED NO MORE THAN 14 DAYS AFTER CONSTRUCTION
ACTIVITY IS STOPPED IF THE FOLLOWING CONDITIONS ARE
PRESENT GROUND TS FROZEN, COVERED BY SNOW, OR IF
ARID, SEMI -ARID OR DROUGHT CONDITIONS ARE OCCURRING
THE STABILIZATION SHALL BE COMPLETED AS SOON AS IS
PRACTICAL IF CONSTRUCTION WILL BE RESTARTED WITHIN 21
DAYS FROM THE DATE CONSTRUCTION WAS STOPPED.
STABILIZATION MEASURES DO NOT NEED TO BE COMPLETED
VEHICLE WASHING SHALL BE COMPLETED WITHIN THE
PROTECTED BOUNDARY Of THE SITE. WASHING Of VEHICLES
OUTSIDE OF THE PROTECTION AREA IS PROHIBITED
THE CONTRACTOR SHALL ACHIEVE FINAL STABILIZATION PRIOR
TO TINµ ACCEPTANCE FINAL STABILIZATION SHALL CONSIST 5
Or THE FOLLOWING REQUIREMENTS
A ALL SOIL DISTURBING ACTIVITIES AT THE SITE MUST BE.
COMPLETED. IN ADDITION, A UNIFORM AND EVENLY
DISTRIBUTED PERENNIAL VEGETATNE COVER MUST BE
ESTABLISHED WITH A DENSITY OF AT LEAST 70% OF THE
NATIVE BACKGROUND VEGETATIVE COVER ON ALT.
UNPAVED AREAS AND AREAS NOT COVERED BY 6
PERMANENT STR:tC1uRES, OR EQUIVALENT PERMANENT
STABILIZATION MEASURES (SUCH AS THE USE OF
WRAP. CARTONS, AGGREGATE SURFACING, OR
GEOTEXTILES) MUST BE EMPLOYED
B FOR AREAS THAT ARE ARID. SEMI -ARID, OR
DROUGHT -STRICKEN, ALL SOIL DISTURBING ACTIVITIES Al
THE SITE MUST BE COMPLETE TEMPORARY EROSION
CONTROL MEASURES SUCH AS SELECTING, DESIGNING,
AND INSTALLING DEGRADABLE ROLLED EROSION CONTROL
PRODUCTS ON SITE WITH AN APPROPRIATE SEED BASE
TO PROVIDE EROSION CONTROL FOR Al LEAST THREE
YEARS WITHOUT ACTIVE MAINTENANCE BY THE
CONTRACTOR AND 70 ACHIEVE 70 PERCENT VEGETATIVE
COVERAGE WITHIN THREE (3) YEARS
EROSION AND SEDIMENT CONTROL NOTES•
igAcisTNG ROI
OFT-SETETRACK NGCOFTSEDIMENTS BY VEHICLES SHALL BE
MINIMIZED BY USING A STABILIZED CONSTRUCTION
ENTRANCE/EXIT. IF SEDIMENT TS CARRIED OFF --SITE BY
VEHICLES, THE CONTRACTOR SHALL HALT OPERATIONS AND
MAKE MODIFICATIONS 10 THE VEHICLE TRACKING CONTROL
PAO TO REDUCE SEDIMENT FROM BEING CARRIED OFF SITE
THE CONTRACTOR SHALL REMOVE THE VEHICLE TRACKING
PAD WHEN THERE IS NO LONGER THE POTENTIAL FOR
VEHICLE TRACKING TO OCCUR AFTER THE SITE. WORK HAS
BEEN COMPLETED, AGGREGATE SURFACING HAS BEEN
COMPLETED ON THE SUBSTATION PAD. AND ACCESS ROADS
HAVE BEEN COMPLETED DURING THE REMOVAL OF THE
VEHICLE TRACKING PAD AGGREGATE. THE EXCESS SEDIMENT
SHALL BBEEREMOVED AND DISPOSED Of OFF -SITE
2
WIND EROSION WINO EROSIN AND DUST GENERATION SHALL BE KEPT TO
A MINIMUM BY UTILIZING DUST CONTROL METHODS TO HELP
PREVENT SOIL PARTICLES FROM ENTERING THE AIR AS A
RESULT OF LAND DISTURBING CONSTRUCTION ACTMTIES.
SEEDING AND MULCHING SHALL BE USED ON AREAS WHERE
GRADING OPERATIONS HAVE BEEN COMPLETED THE
APPLICATION OF WATER FROM A WATER TRUCK SHALL BE
USED 10 CONTROL DUST DURING GRADING OPERATIONS
CARE SHALL BE TAKEN NOT TO OVER WATER THE SITE.
WHICH WILL INCREASE THE POTENTIAL OF EQUIPMENT
TRACKING MUD OFF SITE
3 CONSTRUCTION ISITEOLID WASTE MATERIALS SHALL BE
COLLECTED. TEMPORARILY STORED AND LAWFULLY DISPOSED
OF AT REGULAR INTERVALS OFF THE PROJECT SITE IN A
MANNER CONSISTENT WITH µL LOCAL, STATE AND FEDERAL
REGULATIONS CONTRACTOR'S PERSONNEL SHALL BE
EDUCATED, AS REQUIRED, ON SOLID WASTE HANDLING
PROCEDURES
4 PORTABLE TOILETS ILL
SHALL BE uSED ON SITE TO CONTAIN
SANITARY WASTE THEY SHALL BE LOCATED ON LEVEL
SURFACES AWAY FROM CULVERTS AND DITCHES PORTABLE
TOILETS SHALL BE CLEANED, MAINTAINED AND EMPTIED
REGULARLY THE WASTE SHALL BE TRANSPORTED AND
DISPOSED OF TN ACCORDANCE WITH ALL TOCµ. STATE AND
FEDERµ REGULATIONS AND SHALL NOT BC DISCHARGED OR
BURIED ON SITE PORTABLE TOILETS MUST BE SECURELY
STAKED DOWN TO PREVENT TIPPING OVER
$ Yalta!
1E Q5µ
A, US AND TOX!YQIA5TE SHALL BE COLLECTED.
TEMPORARILY STORED AND LAWFULLY DISPOSED OF IN
ACCORDANCE WITH ALL LOCµ. STATE AND FEDERAL .3
REGULATIONS CONTRACTOR'S PERSONNEL SHALL BE
EDUCATED. AS REQUIRED. ON HAZARDOUS AND TOXIC WASTE
HANDLING PROCEDURES
4
CONSTRUC !HILLS!. HAZARDOUS MATERIAL CONTROLS;
A µL MATERIALS STORED ON -SITE SHALL BE STORED IN
A NEAT. ORDERLY MANNER AND UNDER AN ENCLOSURE
IF POSSIBLE MATERIALS SHALL BE STORED ON
IMPERMEABLE SURFACES AND IN LOCATIONS AWAY
FROM HIGH TRAFFIC AREAS WHENEVER PRACTICAL.
MAINTENANCE TO REDUCE THE CHANCE OF LEAKAGE 9
PETROLEUM PRODUCTS SHALL BE STORED IN TIGHTLY
SEALED CONTAINERS WHICH ARE CLEARLY LABELED
8 ON -SITE, BULK FUEL STORAGE TANKS, GREATER THAN
1,100 GALLONS, SHALL HAVE SECONDARY CONTAINMENT
PER COLORADO ADMINISTRATIVE CODE BULK FUEL 10
STORAGE TANKS LESS THAN 1,100 GALLONS SHOULD
BE EQUIPPED WITH SECONDARY CONTAINMENT AS A
MATTER OF GOOD HOUSEKEEPING. STORAGE TANKS
AND ALL APPURTENANCES SHALT BE INSPECTED PRIOR
TO AND AVER EACH USE FOR EVIDENCE OF FUEL II
LEAKS OR SPILLS IF A LEAK OR SPILL HAS
OCCURRED, THE OPERATOR SHALL CONFORM TO THE
RULES AND REGULATIONS SET FORTH BY THE
COLORADO ADMINISTRATIVE CODE 11
B EjL CpNC InaWASH OJT
A THE CONCRETE WASHOUT AREA SHALL BE INSTALLED
ON SITE AS SHOWN ON THE SEDIMENT & EROSION 13
CONTROL PLANS, IT WILL BE CONSTRUCTED PER THE
CONCRETE WASHOUT AREA DETAIL. ON THE SEDIMENT &
EROSION CONTROL DETAILS DRAWING.
B CONCRETE TRUCK WASHOUT WATER SHALL BE
DISCHARGED TO AREAS AT THE CONSTRUCTION SITE
WHERE STRUCTURAL CONTROLS HAVE BEEN
ESTABLISHED TO PREVENT DIRECT DISCHARGE TO
SURFACE WATERS. OR TO AREAS THAT HAVE A MINIMAL TS
SLOPE THAT ALLOW INFILTRATION AND FILTERING OF
WASH OUT WATER TO PREVENT DIRECT DISCHARGE TO
SURFACE WATERS STRUCTURAL CONTROLS MAY
CONSIST OF TEMPORARY BERMS, TEMPORARY SHALLOW 16
PITS, TEMPORARY STORAGE TANKS WITH SLOW RATE
RELEASE. OR OTHER REASONABLE MEASURES TO
PREVENT RUNOFF- FROM THE CONSTRUCTION SITE
GENERA
B CONTRACTOR SHALL IMPLEMENT A PROGRAM TO
INVENTORY MATERIALS AND REDUCE OVERSTOCKED
MATERIALS STORED ON SITE
C PRODUCTS SHALL BE KEPT IN THEIR ORIGINAL
CONTAINERS UNLESS THEY ARE. NOT RE -SEALABLE
WITH THE ORIGINAL MANUFACTURER'S LABEL AND
MATERIAL SAFETY DATA SHEETS (MSDS) SECONDARY
CONTAINMENT SHALL BE USED WHEN STORING
HAZARDOUS MATERIALS, WHEN PRACTICAL
0 ALL OF THE. PRODUCT IN A CONTAINER SHALL BE
USED BEFORE DISPOSING OF THE CONTAINER,
WHENEVER POSSIBLE
E ONLY PROPERLY TRAINED PERSONNEL SHALL HANDLE
HAZARDOUS MATERIALS
F SURPLUS PRODUCTS WILL BE DISPOSED OF FOLLOWING
THE MNUFACTURERS' RECOMMENDED METHOD FOR
PROPER DISPOSAL AND SHALL BE IN ACCORDANCE
WITH µL LOCAL, STATE AND FEDERAL REGULATIONS
7 KIM A ALT UONSITEOVEHICLES SHALL BE MONITORED FOR
LEAKS AND RECEIVE REGULAR PREVENTIVE
2
NOTES
14
17
ALL MATERIALS AND WORKMANSHIP SHALL COMPLY WITH ALL
APPLICABLE TALLGRASS PIPELINE STANDARDS. CODES. 18
SPECIFICATIONS. LOCAL. ORDINANCES. INDUSTRY STANDARDS
AND UTILITY COMPANY REQUIREMENTS
PRESENT I THESE DESIGN DRAWINGS THE I CONCEPTS F
DES G 0 LUNGS C V L O
THIS PROJECT AND ARE NO1 INTENDED 10 SERVE AS
CONTRACTOR'S SHOP DRAWINGS CERTAIN ITEMS MAY NOT
BE COMPLETELY DETAILED ON THESE DRAWINGS SUCH
ITEMS SHALL BE CONSTRUCTED TO THE CODES AND
STANDARDS AS NOTED THE STANDARDS AND
REQUIREMENTS OF THE LOCAL JURISDICTION SHALL TAKE
PRECEDENCE.
GRADING SHALL BE PERFORMED TO THE PLANS. ELEVATIONS,
PROFILES, SECTIONS, DETAILS AND SPECIFICATIONS UNLESS
APPROVAL HAS BEEN OBTAINED IN ADVANCE
THE CONTRACTOR SHALL REQUEST UTILITY LOCATES AND
vE RIFY ALL UNDERGROUND UTILITY LOCATIONS BEFORE
CONSTRUCTION THE LOCATION OF UNDERGROUND urn:TIES
WAS NOT PART OF THE DESIGN SURVEY THE CONTRACTOR
SHALL PROTECT AND MAINTAIN THE OPERATION OF ALL
EXISTING UDUTIES WITHIN THE. CONSTRUCTION AREA
THROUGHOUT THE CONSTRUCTION PROCESS. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OF
ALL EXISTING UTILITIES WHICH ARE DISTURBED AS PART of
THE CONTRACT THE CONTRACTOR SHALL COORDINATE µL
WORK WITH THE RESPECTIVE. UTILITY OWNERS
5 THE CONTRACTOR SHALL VERIFY THE LOCATION AND INVERT
ELEVATIONS OF ALL EXISTING UTILITIES AND STRUCTURES
WITHIN THE PROJECT AREA SEE MECHANICAL, STRUCTURµ,
ANT) ELECTRICAL DRAWINGS TO VERIFY THE LOCATION of
EXISTING AND NEW COMPONENTS
6. UTILITY SHUTDOWNS, INSPECTIONS, AND ACCEPTANCE TESTS
SHALL BE COORDINATED IN ADVANCE WITH THE APPROPRIATE.
AGENCIES
7 THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE
PROJECT OBJECTIVES WITH µL UTILITY COMPANIES
8 DOWNTIME FOR UTILITIES SHALL BE HELD TO A MINIMUM
AND TEMPORARY BYPASSES SHALL BE PROVIDED WHERE
NECESSARY TO MAINTAIN PROPER SERVICE. DO NOT
INTERRUPT UTILITIES THAT ARE SERVING FACILITIES OCCUPIED
Br THE OWNER OR BY OTHERS UNLESS GRANTED IN
WRITING BY THE OWNER'S REPRESENTATIVE, AND ONLY
AFTER ARRANGING TO PROVIDE TEMPORARY SERVICES
ACCORDING TO THE REQUIREMENTS AS INDICATED.
1HE LOCATION OF PROPERTY LINES. EXISTING STRUCTURES.
FIXTURES AND UNDERGROUND UTILITIES ARE DRAWN FROM
THE BEST AVAILABLE AS -BUILT AND SURVEYED INFORMATION,
THIS DOES NOT GUARANTEE THAT THE LOCATION OF
EXISTING ITEMS ARE EXACT OR COMPLETE
SITE CONSTRUCTION PRACTICES SHALL BE IN ACCORDANCE
WITH OSHA STANDARDS THE CONTRACTOR SHALL MAINTAIN
ON -SITE, LEGIBLE MATERIAL SAFETY DATA SHEETS FOR ALE
HAZARDOUS MATERIALS USED ON -SITE
ANY OFF -SATE IMPROVEMENTS FOUND DAMAGED SHALL. BE
REPLACED TO THE SATISFACTION OF THE INSPECTOR OR
OWNER'S REPRESENTATIVE OF THE AFFECTED AGENCY
THE WORK SCHEDULE SHALL BE COORDINATED WITH THE
OWNER'S REPRESENTATIVE AND WITH ANY LOCAL
ORDINANCES
THE CONTRACTOR SHALL SECURE THE JOB SITE Al THE END
OF EACH DAY ON -DUTY AND OFF -DUTY CONTACTS AND
PHONE NUMBERS FOR THE CONTRACTOR SHALL BE
FURNISHED 70 1HE OWNER'S REPRESENIATIVE
THE CONTRACTOR SHALL COORDINATE *TEAL THE OWNER'S
REPRESENTATIVE TO MANAGE THE PROJECT'S IMPACT TO
SECURITY AND SAFETY MATTERS
ANY REVISIONS MADE. TO THE APPROVED PLANS REQUIRE
SUBSEQUENT APPROVAL BY THE APPROPRIATE AGENCY.
REMOVE SURPLUS SOIL MATERIAL, UNSUITABLE TOPSOIL.
OBSTRUCTIONS, DEMOLISHED MATERIALS, AND WASTE
MATERIALS, INCLUDING TRASH AND DEBRIS. AND LEGALLY
DISPOSE OF THEM OFF SITE AT AN APPROVED LOCATION
NO OPEN BURNING OF WASTE MATERIALS SHALL BE
PERMITTED ON THE SITE WITHOUT APPROVAL FROM THE
OWNERS REPRESENTATIVE AND APPROPRIATE REGULATORY
AGENCIES
DUST SHALL 8E' CONTROLLED AT ALL TIMES BY WATERING.
DIRT DEBRIS. L?Ac,,• )R OTHER CONSTRUCTION MATERIALS
SHALL BE •• '' % CONSTRUCTION BOUNDARIES AT
µL TIMES A'. • CLEANED AND REMOVED DAILY AS
NECESSARY A('t ' AC:AVATED MATERIALS SHALL BE
PROMPTLY DISPOSED DI- ID AN APPROVED LOCATION Al
THE CONTRACTOR'S EXPENSE EXCAVATED MATLRAL TO BE
REUSED AS BACKFILL MAY BE TEMPORARILY STOCKPILED
PER THE DIRECTION OF THE ON -SITE OWNER'S
REPRESENTATIVE., BUT MUST BE WATERED AND OR COVERED
TO PREVENT BLOWING ONTO ADJACENT PROPERTIES THE
CONTRACTOR SHALL ALSO PREVENT CONSTRUCTION DEBRIS
FROM ENTERING ANY EXISTING STORM DRAINAGE REACHES
BY IMPLEMENTING PREVENTATIVE MEASURES SUCH AS
r)AMMING OR TEMPORARY CLOSURES.
ABBREVIATIONS:
3LLC ----
C. CNIR CENTER
CONK CONCRETE
DA DIAMETER
DND DO NO7 DISTURB
DWGS DRAWINGS
ELEC ELECTRICAL
EXIST EXISTING
FF FINISHED FLOOR
FM FARM -TO -MARKET
HP HORSE POWER
KVA KILOVOLT -AMPERE
MAX MAXIMUM
MECH MECHANICAL
MIN MINIMUM
OC OFF -CENTER
005 OUT OF SERVICE
PLC PROCESS LOGIC CONTROLLER
PMP PUMP
PROP PROPOSED
STD STANDARD
STRUC STRUCTURAL
TBR TO BE REMOVED
TOC TOP OF CONCRETE
TYP TYPICAL
CO COLORADO
VFD VARIABLE FREQUENCY DRIVE
WNSTLR t [GENE?
- -5530- -
:,53+
-5530-
5531
EXISTING GHANA INK BARBWIRE FENCI.
NBA/ CHANL INK BARBWIRE FENCE
EXISTING FOREIGN PIPELINE
OVERHEAD ELECTRICAL
UNDERGROUND ELECTRICAL.
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
MAJOR CONTOUR
MINOR CONTOUR
UNDERGROUND WATER MAIN
EXISTING DRAINAGE DITCH
• • _ i CONCRETE.
•
RIP RAP
FIRE HYDRANT
EXISTING UTILITY POLE
EXISTING LIGHT POLE
NUMBER DESIGNATION Of DEIAII.
DRAWING NUMBER WHERE
DETAIL IS LOCATED
/-PROPOSED GRADE
X
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DEMOLITION ITim TS
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1 SEE SEDIMENT AND EROSION CONTROL PLAN FOR GENERAL LOCATION OF STAGING AREA
CONTRACTOR MAY MODIFY LOCATION AND SIZE OF STABILIZED STAGING AREA 1MTH APPROVAL FROM
ENGINEER ANDtOR CONTRACTING OFFICER
2 STABILIZED STAGING AREA SHALL BE SIZED APPROPRIATELY TO FULLY CONTAIN PARKING STORAGE.
AND UNLOADING AND LOADING OPERATIONS
3 STAGING AREA SHALL BE STABILIZED PRIOR TO ANY OTHER OPERATIONS ON THE SITE
4 THE STABILIZED STAGING AREA SHALL CONSIST OF 2.4' AGGREGATE A MINIMUM OF 8 INCHES THICK
5 STAGING AREA SHALL BE CONTAINED WITHIN THE SITE'S PERIME TER BMPS, OR HAVE ADDITIONAL
PERIMETER BMPS (SILT FENCE) INSTALLED AROUND STAGING AREA
MAINTENANCE NOTES:
1 THE CONTRACTOR SHALL INSPECT THE STABILIZED STAGING AREA WEEKLY AND MAIN TAIN IT IN AN
EFFECTIVE CONDITION IT SHALL ALSO BE INSPECTED WITHIN 24 HOURS AFTER A STORM EVENT AND
REPAIRS OR CLEAN OUT Of UPSTREAM SEDIMENT SHOULD BE COMPLETED AS NEEDED
2 THE CONTRACTOR SHALL PROVIDE ADDITIONAL THICKNESS OF AGGREGATE MATERIAL IF ANY RUTTING
OCCURS OR UNDERLYING SUBGRADE BECOMES EXPOSED
3 STABILIZED STAGING AREA SHALL BE ENLARGED IF NECESSARY TO CONTAIN PARKING. STORAGE. AND
UNLOADING AND LOADING OPERATIONS
1 ANY ACCUMULATED DIRT OR MUD SHALL BE REMOVED FROM THE SURFACE OF THE STABILIZED
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S THE STABILIZED STAGING AREA SHALL BE REMOVED AT THE END OF CONSTRUCTION THE GRANULAR
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TRACKING PAD
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2 THE VEHICLE TRACKING PAD SHALL BE SIZED APPROPRIATELY TO ALLOW PROPER TRAFFIC FLOW AND TO
PREVENT TRACKING OF SEDIMENT OFT -SITE IF TRACKING PAD IS NOT EFFECTIVE Al CONTAINING
SEDIMENT THE CONTRACTOR SHALL STOP OPERATIONS AND MAKE MODIFICATIONS TO THE TRACKING PAD
TO PREVENT OFF -SITE TRACKING OF SEDIMENT
3.
VEHICLE TRACKING PAD SHALL BF INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES
4 THE TRACKING PAD SHALL CONSIST OF 4-8" AGGREGATE A MINIMUM OF 8 INCHES THICK A NON -WOVEN
GEOIEXTIT E FABRIC SHALL BE PLACED UNDER THE TRACKING PAD PRIOR TO THE PLACEMENT 01
AGGREGATE
S A STABILIZED ENTRANCE/EXIT is REQUIRED At ALL ACCESS POINTS WHERE VEHICLES CAN ACCESS THE
CONSTRUCTION SITE FROM PUBIC ROADS ANY OTHER ACCESS POINTS NOT SHOWN ON THE. PLANS
THAT THE CONTRACTOR ELECTS 10 uSE SHALL HAVE A VEHICLE TRACKING PAD INSTALLED AND THE
£N TRANCE. /EXIT LOCATION
MAINTENANCE NOTES:
I THE CONTRACTOR SHALL INSPECT THE VEHICLE TRACKING PAD WEEKLY AND MAINTAIN IT IN AN EFFECTIVE
CONDITION. IT SHALL ALSO BE INSPECTED WITHIN 24 HOURS AFTER A STORM EVENT AND REPAIRS
SHOULD BE COMPLETED AS NEEDED
2 THE CONTRACTOR SMALL PROVIDE ADDITIONAL THICKNESS OF AGGREGATE MATERIAL IF ANY RUTTING
OCCURS OR UNDERLYING SUBGRADE BECOMES EXPOSED ROCK SHALL BE RE -APPLIED DR RE -GRADED
AS NECESSARY TO MAINTAIN A CONSTANT DEPTH OF THE AGGREGATE
3 SEDIMENT TRACKED ONTO PAVED ROADS SHALL BE REMOVED THROUGHOUT THE DAY AND Al THE END OF
THE DAY BY SHOVELING OR SWEEPING SEDIMENT SHALL NOT BE WASHED INTO DRAINAGE SWALES.
DITCHES OR STORM SEWERS
4 ALL AGGREGATE USED FOR 1 S VEHICLE TRACKING PAD SHALL BC REMOVED AT THE END OF
CONSTRUCTION THE AGGREGATE MATERIAL SMALL Al; REMOVED AND EITHER SURFACED WITH GRAVE I OR
TOPSOIL.ED• SEEDED AND MULCHED PER THE PLANS �
vtHICLE TRACKING CONTROL 1°)
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2 THE CONTRACTOR SHALL INSPECT THE CONCRETE WASHOUT AREA WEEKLY AND MAINTAIN IT IN AN EFFECTIVE
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SHALT BE REMOVED AND DISPOSED OF IN ACCORDANCE WITH Al -I LOCAL. STATE AND FEDERAL REGULATIONS.
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- St COtlrCI NT 0150 cONCRETE IQ4k COW IN ACCOPWICI WITH THE CONTRACT SPECWCATON
7 CONTRACTOR SHAM L,'OOWOWALL ALL NIRLCIUR L WORK co WOW SHOWN OR ALL cusp IPAWV•os SI COEIFUIU. 005•a b COMONATI AL CO IN TE WORK WITH 00 PLACEMENT R PPM. NYIt5. ILOOR OMAN. AND OHRW EWL001.0 11(45
3 CONTRACTOR SHALL KRIIY ALL DYEMSORS OF I.1STNIG CONSTRUCION AND REPORT AM DISCREPANCIES'MEE THE COYTIMI b DESIGN (MTH.OLAKE. SPECTRAL RESPONSE ACCE.LERMONS INDICATED ON IM CONTRACT OR4LINGS 00 M 114 CONTRACT S►EOFCAION5
DRAWPNOS TO TIE (NOMELP PROP 10 COW(NCNO WITH WORK SCALING Of WORNWC (WINS10145 PROM THE SIRIlCtUYA 50M COET7CIENI 01719 All NEW OR EXISTING PIPING OR IJT;IfI[5 PASSING THROUGH NEW CONCRETE SHALL O SLEEVED 1/7' CLEAR ALL PROMO
DNAW1rCS IS MROMe1I[D Set COIFFCI(Nt 0 061 UNLESS MEMO OTHERWISE. (SEE DINER OISCPLINL DRAWINGS TOR SLEEK OE1MS CONTRACTOR SHALT PROVIDE MEASIATtS
• CONTRACT DRAWINGS AND S'ECA'CATOMS REPRESENT Ile IIMERED STRUCTURE. CONTRACTOR SHALT BE RESPONSIBLE POP All IMPORTANCE FACTOR 1 23 TI) ENSURE THAT SLEEKS REYAN NEC Or DEBRIS AND MATER GURNN CONSTRUCTION MEANS AND METHODS M CONSTRUCTION INCLUONG, Mil NOT WEED M. SNORING MO 1(MPORAR'I BRACING CONTRACTOR SWILL C SIT( CLASS. C PER GEOT(CHNCAI. ENGINEERING STUDY )
UNDERTAKE ALL NCCESSART INASURES TO ENSURE SMUT Of ALL PERSONS AND STRUCTURES Al THE SITE AND ADJACENT TO THE a SEISMIC DESIGN CAT[GOW. A a 3/M• TH COO STINTS ON ALL EDGES Of IXPOSlO CONCRETE LNLESS [CRCPRI NOT TaPOSIG TO WEATHER OR N
SITE VISITS TO THE SITE ST THE CONRANF. OP ENGINEER LULL NOT RELIEVE 1H( CONTRACTOR d SUCH R[SPOwSmaf. CONTACT *ME IRE GROUND
5 e CERTAIN FEATURES ARE NOT TULL.' SHOWN OR CALLED TOR ON Est CONTRACT DRAWINGS OP SRECIICATONS, THEIR SdL5 AIID c0 JNCATOws • Rtw(ORCING STEEL.
CONsmRUCTION SIWI & Of THE SAME CHARACTER AS FOR SWEAR CONDITIONS THAI ARE SHOWN OR CALLED FOR ITN TI* a OAP% ASIR A615 GRADE 60
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UNLESS NOTED ONERWSE 1 I0UA®At10N C0NSTRUCION SHIN: BE OBSERVED By THE GEOTECHNC.A EAIG114£ER Of RECORD L CONTRACTOR SHALL OETM. MO PLACE ALL REJVDRCEM[M MI ACCOROAICE WITH AO SP -66. AC 3OT. ACT 314 AND CPS!
6 A< PR000CiS SHALL & INSTALLED N ACCOROMCE WON 114. IAAWfA:IURERS' To b11(N RISTRUCTIONj A RECOwEWDAIIOwS. 3 SOURCE Of RECOMMENDAIOM5 GLOTEC. ICAL REPORTS BY HEN WU- TALL( R ENGINEERS. Of PORT NO 19377-1X DATED FERWAMW.
BRt MOF STANDARD PRACTCE
M UESS NOTED OTHERWISE 13. 2018_ a MINIMUM CONCRETE CLEAR COVER OVER RtINTORCEMENT SHALL St AS FCALOW5, UNLESS NOTED OTHERWISE
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6 FOR AD0NIONM INFORMATION, SUBMITTAL REQUIREMENTS. AM) COOLS AND STANDARDS. SEC 1rtE CONTRACT SPECNCATIONS a GCOT(CHNNCAL ENGINEER CH RECORD SIMa DOMINI SLAKULAD( PRIOR TO COCAS( PLACENTAE CONCRETE CXPOYO ID EARTH OR WEATHER
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PLACED SO A DETERMINATION MAI BE MADE REGMOSO IMPIIONIMENI Or TINS P07ENIALI. uNOESIRAINE CONDITION - CONCRETE NOl EXPOSED TO WEATHER OR IN CONTACT WITH IM GROUW
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6 woo LOAD POE ASCE i TO EXCEISNC S(0RCGATON, AND WHEN IWOCMLO, OS OCKLOPING ALL CHARACTEAISTCS REQUIRED ST THESE
a (SSC RAND SPEED T 120 MINT 3- SIGMA) GUST - UL7KAt1 SPECITCATONS AND THE CONTRACT DOCUMENTS WORE CONCRETE WORT' BEMIS. THE PROPOSED CONCRETE MIX
Ti MSC VIIO SPEED 2 MMO 33-SSECOND GGUt MTAMA DESIGN ALONG W1111 COLLNIORAIING DATA SNORING COMPLIANCE WITHH M( SPECIfCATIOYS SHALL & SUUWRTE° TO
F MSC ATAT SPEED
C CNWNEER UDR ADRENAL
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EX POSITION PRIOR TON1 PEEING Of SURFACES
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71411100.300.0002
L
REFERENCE DRAWINGS
n STRUCTURAL AND MSCI I.t/WLOVA STEEL.
a STRUCIURN AND MSCILIAMEOU5 STEEL SHALL RE TAMICATLD MO ERECTED IN ACCONOMICL tilt AMC STEEL C0NS'TRUCION
MANUAL 11TH LOTION. PIP STS 02120 AND RP Sit 051]0, ANO OWNER STANDARD Cl'90
V ECUADOR% (RECTUM YRACING SHALL BE DESIGNED AND PROVIDED DI DIE CONTRACTOR AS MIOURIO MO SHALL NOT g
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n PIPE AS1M A53 GRAM I. I. - 35 RS
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ROLLS
a 1/C OAMLTEN AUDI /JIM GRADE A375. UNLESS NOTLO OTHLNSIM
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V ANCHOR ROL T1 ACCOROPACI WITH OW Sts 06131 ANCHORW
a ASIM I155A GRADE MG UNLESS SPEbfCMLA NOTED AS CAD( 56
A ANCHOR BOLT HOLES IN 011E PLATES TO SE OVERSI1CD 10 ACCOUNT TOR CONSIMUCION TQLIAICES IN ANCHOR (OLT
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10 POST - INSTAaf 0 ANCHORS
a W51µ. ANCHORS 0(1 IAW(ACTUR(R NSTRUCIIDNS NCwALO IN ANCHOR PACRAGAC
t CONTRACTOR SHALL ARRANGE AN ANCHOR Nµl/AC1UR(WS REPRESEIITAINE 10 PROVO( ONSET( W5TµcATON TAAIMNG FOP
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REFERENCE DRAWINGS
PROJECT NOTES
EROSION ANO SEDIMENT CONTROL NOTES
BEARINGS AND COORDINATES ARE RELATIVE TO THE NAD 83 1
COLORADO STATE PLANE NORTH ZONE COORDINATE SYSTEM
(CD83-NF) GRID VALUES ARE SHOWN AND ARE NOT SCALED
0 SURFACE VALUES.
WIND EROSION AND OUST GENERATION SHALL BE KEPT TO A
MINIMUM UTILIZING DUST CONTROL. METHODS SEEDING AND
MULCHING SHALL BE USED ON AREAS WHERE GRADING HAS
BEEN COMPLETED THE APPLICATION OF WATER FROM A
WATER TRUCK SHALT BE USED TO CONTROL. DUST DURING
THE GRADING OPERATIONS CARE WILL BE TAKEN NOT TO
OVER WATER THE SITE, WHICH CAN INCREASE THE POTENTIAL
OF MUD TRACKING BY EQUIPMENT
ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED
DUE TO UNFORESEEN PROBLEMS OR IF THE PLAN DOES NOT
FUNCTION AS INTENDED
ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE
GRAVELED OR SEEDED WITH NATIVE VEGETATION. REFER TO
SPECIFICATIONS FOR PERMANENT SEED Mix AND PLANTING
CONTRACTOR SHALL USE VEHICLE TRACKING CONTROL AT ALL
LOCATIONS WHERE VEHICLES WILL ENTER OR EXIT THE SITE
CONTROL FACILITIES WILL BE MAINTAINED WHILE
CONSTRUCTION IS IN PROGRESS. MOVED WHEN NECESSARY.
AND REMOVED WHEN THE CONSTRUCTION IS COMPLETED.
ALL CONSTRUCTION SUPPORT ACTIVITIES. SUCH AS EQUIPMENT
STAGING AREAS AND MATERIAL STORAGE AREAS SHALL BE
CONFINED WITHIN THE DISTURBED AREA. ANY BORROW OR
STOCKPILE AREAS THAT ARE REQUIRED SHALL ALSO BE
CONFINED WITHIN THE DISTURBED AREA
TEMPORARY OR PERMANENT STABILIZATION MEASURES MUST
BE INII!ATED NO MORE THAN 14 DAYS AFTER CONSTRUCTION
ACTVI W ;. STOPPED IF THE FOLLOWING CONDITIONS ARE
PRESEN i-'OUND IS FROZEN. COVERED BY SNOW, OR IF
ARID, 5- v •.a DR DROUGHT CONDITIONS ARE OCCURRING
THE S'A:- TN SHALL BE COMPLETED AS SOON AS IS
PRAC':C :INSTRUCTION WILL BE RESTARTED WITHIN 2`
DAYS IRO)/ - LATE CONSTRUCTION WAS STOPPED.
STABILIZATI0' ASuRES DO NOT NEED TD BE COMPLETED
VE:HICLi
PROTE L
OUTSIDE ,•
SHALL BE COMPLETED WITHIN THE
\JOKY Of THE SITE. WASHING OF VEHICLES
PROTECTION AREA IS PROHIBITED.
CONTBOL
OFF-SI/F TRACKINGOFSEDIMENTS BY VEHICLES SHALL BE
MINIMIZED BY USING A STABILIZED CONSTRUCTION
ENTRANCE/EXIT IF SEDIMENT IS CARRIED OFF -SITE BY
VEHICLES, THE CONTRACTOR SHALL HALT OPERATIONS AND
MAKE MODIFICATIONS TO THE VEHICLE TRACKING CONTROL
PAD TO REDUCE. SEDIMENT FROM BEING CARRIED OFF SITE
THE CONTRACTOR SHALL REMOVE THE VEHICLE TRACKING
PAD WHEN THERE IS NO LONGER THE POTENTIAL FOR
VEHICLE TRACKING TO OCCUR AFTER THE SITE WORK HAS
BEEN COMPLETED. AGGREGATE SURFACING HAS BEEN
COMPLETED ON THE SUBSTATION PAD. AND ACCESS ROADS
HAVE BEEN COMPLETED DURING THE REMOVAL OF THE
VEHICLE TRACKING PAD AGGREGATE. THE EXCESS SEDIMENT
SHALL BE REMOVED AND DISPOSED OF OFF -SITE
2 WIND EREISTEION R DUST CONTROL
WIND EROSION AND DUST GENERATION SHALL BE KEPT TO
A MINIMUM BY UTILIZING DUST CONTROL METHODS TO HELP
PREVENT SOIL PARTICLES FROM ENTERING THE AIR AS A
RESULT OF LAND DISTURBING CONSTRUCTION ACTIVITIES.
SEEDING AND MULCHING SHALL BE USED ON AREAS WHERE
GRADING OPERATIONS HAVE BEEN COMPLETED THE
APPLICATION Of WATER FROM A WATER TRUCK SHALL BE
USED TO CONTROL DUST DURING GRADING OPERATIONS
CARE SHALT. BE TAKEN NOT TO OVER WATER THE SITE.
WHICH WILL INCREASE THE POTENTIAL CO EQUIPMENT
TRACKING MUD OFF SITE.
3 CONSTRUCTION 151Tf SOLID WASTE MATERIALS SHALL BE
COLLECTED, TEMPORARILY STORED AND LAWFULLY DISPOSED
OF AT REGULAR INTERVALS OFF THE PROJECT SITE IN A
MANNER CONSISTENT WITH ALL LOCAL, STATE AND FEDERAL
REGULATIONS CONTRACTOR'S PERSONNEL SHALL BE
EDUCATED. AS REQUIRED. ON SOLID WASTE HANDLING
PROCEDURES
B
MAINTENANCE TO REDUCE THE CHANCE OF LEAKAGE 9
PETROLEUM PRODUCTS SHALL BE STORED IN TIGHTLY
SEALED CONTAINERS WHICH ARE CLEARLY LABELED
B ON -SITE, BULK FUEL STORAGE TANKS. GREATER THAN
1,100 GALLONS. SHALL HAVE SECONDARY CONTAINMENT
PER COLORADO ADMINISTRATIVE CODE BULK FUEL 10
STORAGE TANKS LESS THAN f,100 GALLONS SHOULD
BE EQUIPPED WITH SECONDARY CONTAINMENT AS A
MATTER OF GOOD HOUSEKEEPING. STORAGE TANKS
AND ALL APPURTENANCES SHALL BE INSPECTED PRIOR
TO AND AFTER EACH USE FOR EVIDENCE OF FUEL 11
LEAKS OR SPILLS. IF A LEAK OR SPILL HAS
OCCURRED. THE OPERATOR SHALL CONFORM TO THE
RULES AND REGULATIONS SET FORTH BY THE
COLORADO ADMINISTRATIVE CODE I2
CQILGRETE TRUCK WASH OW
A THE CONCRETE WASHOUT AREA SHALL BE INSTALLED
ON SETE AS SHOWN ON THE SEDIMENT & EROSION 3
CONTROL PLANS. IT WILL BE CONSTRUCTED PER THE
CONCRETE WASHOUT AREA DETAIL ON THE SEDIMENT &
EROSION CONTROL. DETAILS DRAWING
B CONCRETE TRUCK WASHOUT WATER SHALL BE
DISCHARGED TO AREAS Al THE CONSTRUCTION SITE
WHERE STRUCTURAL CONTROLS HAVE BEEN
ESTABLISHED TO PREVENT DIRECT DISCHARGE TO
SURFACE WATERS, OR 10 AREAS THAT HAVE A MINIMAL 1S
SLOPE THAT ALLOW INFILTRATION AND FILTERING OF
WASH OUT WATER TO PREVENT DIRECT DISCHARGE 10
SURFACE WATERS STRUCTURAL CONTROLS MAY
CONSIST OF TEMPORARY BERMS, TEMPORARY SHALLOW t6
PITS TEMPORARY STORAGE TANKS WITH SLOW RATE
RELEASE. OR OTHER REASONABLE MEASURES 10
PREVENT RUNOFF FROM THE CONSTRUCTION SITE
GENERAL NOTES;
4 t VjA E DISPOSAL
porm
PORTABLE TOILETS SHALL BE uSED ON SITE TO CONTAIN
SANITARY WASTE THEY SHALL BE LOCATED ON LEVEL
SURFACES AWAY FROM CULVERTS AND DITCHES PORTABLE
TOILETS SHALL BE CLEANED, MAINTAINED AND EMPTIED
REGULARLY THE WASTE SHALL BE TRANSPORTED AND 2
DISPOSED OF IN ACCORDANCE WITH ALL LOCAL. STATE AND
FEDERAL REGULATIONS AND SHALL NOT BE DISCHARGED OR
BURIED ON SITE PORTABLE TOILETS MUST BE SECURELY
STAKED DOWN TO PREVENT TIPPING OVER
THE CONTRACTOR SHALL ACHIEVE FINAL STABILIZATION PRIOR
TO FINAL ACCEPTANCE FINAL STABILIZATION SEAL: CONSIST 5
OF THE FOLLOWING REQUIREMENTS
A. ALL SOIL DISTURBING ACTIVITIES AT THE SITE MUST BE
COMPLETED. IN ADDITION, A UNIFORM AND EVENLY
DISTRIBUTED PERENNIAL VEGETATIVE COVER MUST BE
ESTABLISHED WITH A DENSITY or AT LEAST 702 OF THE
NATIVE BACKGROUND VEGETATIVE COVER ON ALL
UNPAVED AREAS AND AREAS NOT COVERED BY
PERMANENT STRUCTURES. OR EOUNALENT PERMANENT
STABILIZATION MEASURES (SUCH AS THE USE OF
RIPRAP, GABIONS, AGGREGATE SURFACING. OR
=TEXTILES) MUST BE EMPLOYED.
B FOR AREAS THAT ARE ARID. SEMI --ARID. OR
DROUGHT -STRICKEN. ALL SOIL DISTURBING ACTIVITIES AT
THE SITE MUST BE COMPLETE TEMPORARY EROSION
CONTROL MEASURES SUCH AS SELECTING, DESIGNING,
AND INSTALLING DEGRADABLE ROLLED EROSION CONTROL
PRODUCTS ON SITE WITH AN APPROPRIATE SEED BASE
TO PROVIDE EROSION CONTROL FOR AT LEAST THREE
YEARS WITHOUT ACTIVE MAINTENANCE BY THE.
CONTRACTOR AND 10 ACHIEVE 70 PERCENT VEGETATIVE
COVERAGE WITHIN THREE (3) YEARS
tl AA� AN 1445)1 WAS E SHALL BE COLLECTED,
TEMPORARILY STORED AND LAWFULLY DISPOSED OF IN
ACCORDANCE WITH ALL LOCAL. STATE AND FEDERAL 3
REGULATIONS CONTRACTOR'S PERSONNEL SHALL BE
EDUCATED. AS REQUIRED, ON HAZARDOUS AND TOXIC WASTE
HANDLING PROCEDURES.
4
5 •
AONSALL MATERIALS STORED ON -SITE SHALL- T STORED IN
A NEAT, 7ORDERLY MANNER AND UNDER AN ENCLOSURE
IF POSSIBLE. MATERIALS SHALT. BE- STORED ON
IMPERMEABLE SURFACES AND IN LOCATIONS AWAY
FROM HIGH TRAFFIC AREAS WHENEVER PRACTICAL
CONTRACTOR SHALL IMPLEMENT A PROGRAM TO
INVENTORY MATERIALS AND REDUCE OVERSTOCKED
MATERIALS STORED ON SITE
B
C
PRODUCTS SHALL BE KEPT IN THEIR ORIGINAL
CONTAINERS UNLESS THEY ARE N01 RE -SEALABLE
WITH THE ORIGINAL MANUFACTURER'S LABEL AND
MATERIAL, SAFETY DATA SHEETS MSDS SECONDARY
CONTAINMENT SHALL BE USED WHEN STORING
HAZARDOUS MATERIALS, WHEN PRACTICAL
0. ALL OF THE PRODUCT IN A CONTAINER SHALL BE
USED BEFORE DISPOSING Of THE CONTAINER,
WHENEVER POSSIBLE.
ONLY PROPERLY TRAINED PERSONNEL SHALL HANDLE
HAZARDOUS MATERIALS
F SURPLUS PRODUCTS WILL BC DISPOSED OF FOLLOWING
THE MANUFACTURERS' RECOMMENDED METHOD FOR
PROPER DISPOSAL AND SHALL BE IN ACCORDANCE
WITH ALL LLOCAL,,
ALL NpSITE
STATE AND FEDERAL REGULATIONS
7 A DAVEHICLES SHALL BE MONITORED FOR
LEAKS AND RECEIVE REGULAR PREVENTIVE
14
17
ALL MATERIALS AND WORKMANSHIP SMALL COMPLY WITH ALL
APPLICABLE TALLGRASS PIPELINE STANDARDS. CODES. 1B
SPECIFICATIONS. LOCAL ORDINANCES, INDUSTRY STANDARDS
AND UTILITY COMPANY REQUIREMENTS
THESE DESIGN DRAWINGS PRESENT THE CIVIL CONCEPTS OF
THIS PROJECT AND ARE NOT INTENDED TO SERVE AS
CONTRACTOR'S SHOP DRAWINGS CERTAIN ITEMS MAY NOT
BE COMPLETELY DETAILED ON THESE DRAWINGS SUCH
ITEMS SHALL BE CONSTRUCTED TO THE CODES AND
STANDARDS AS NOTED THE STANDARDS AND
REQUIREMENTS OF THE LOCAL JURISDICTION SHALL TAKE
PRECEDENCE.
GRADING SHALL BE PERFORMED TO THE PLANS. ELEVATIONS.
PROFILES. SECTIONS. DETAILS AND SPECIFICATIONS UNLESS
APPROVAL HAS BEEN OBTAINED IN ADVANCE
THE CONTRACTOR SHALL REQUEST UTILITY LOCATES AND
VERIFY ALL UNDERGROUND UTILITY LOCATIONS BEFORE
CONSTRUCTION THE LOCATION OF UNDERGROUND UTILITIES
WAS NOT PART OF THE DESIGN SURVEY. THE CONTRACTOR
SHALL PROTECT AND MAINTAIN THE OPERATION OF ALL
EXISTING UTILITIES WITHIN THE CONSTRUCTION AREA
THROUGHOUT THE CONSTRUCTION PROCESS. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT Of
ALL EXISTING UTILITIES WHICH ARE DISTURBED AS PART OF
THE CONTRACT THE CONTRACTOR SHALL COORDINATE ALL
WORK WITH THE RESPECTIVE UTILITY OWNERS
5 THE CONTRACTOR SHALL VERIFY THE LOCATION AND INVERT
ELEVATIONS OF ALL EXISTING UTILITIES AND STRUCTURES
WITHIN THE PROJECT AREA SEE MECHANICAL, STRUCTURAL.
AND ELECTRICAL DRAWINGS TO VERIFY THE LOCATION OF
EXISTING AND NEW COMPONENTS
6 UTILITY SHUTDOWNS. INSPECTIONS. AND ACCEPTANCE TESTS
SHALL BE COORDINATED IN ADVANCE WITH THE APPROPRIATE
AGENCIES
7 THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE
PROJECT OBJECTIVES WITH ALL UTILITY COMPANIES.
8 DOWNTIME FOR UTILITIES SHALL BE HELD TO A MINIMUM
AND TEMPORARY BYPASSES SHALT. BE PROVIDED WHERE
NECESSARY TO MAINTAIN PROPER SERVICE DO NOT
INTERRUPT UTILITIES THAT ARE SEWING FACILITIES OCCUPIED
BY THE OWNER OR BY OTHERS UNLESS GRANTED IN
WRITING BY THE OWNER'S REPRESENTATIVE. AND ONLY
AFTER ARRANGING TO PROViDI. TEMPORARY SERVICES
ACCORDING TO THE REQUIREMENTS AS INDICATED.
THE LOCATION OF PROPERTY LINES. EXISTING STRUCTURES.
FIXTURES AND UNDERGROUND UTILITIES ARE DRAWN FROM
THE BEST AVAILABLE AS -BUILT AND SURVEYED INFORMATION.
THIS DOES NOT GUARANTEE THAT THE LOCATION OF
EXISTING ITEMS ARE EXACT OR COMPLETE
SITE CONSTRUCTION PRACTICES SHALL BE IN ACCORDANCE
WITH OSHA STANDARDS THE CONTRACTOR SHALL MAINTAIN
ON -SITE, LEGIBLE MATERIAL SAFETY DATA SHEETS FOR ALL
HAZARDOUS MATERIALS USED ON -SITE.
ANY OFF -SITE IMPROVEMENTS FOUND DAMAGED Silk I BE.
REPLACED TO THE SATISFACTION OF THE INSPECTOR OR
OWNER'S REPRESENTATIVE OF THE AFFECTED AGENCY.
THE WORK SCHEDULE SHALL BE COORDINATED WITH THE
OWNER'S REPRESENTATIVE AND WITH ANY LOCAL
ORDINANCES.
THE CONTRACTOR SHALL SECURE THE JOB SITE AT THE END
OF EACH DAY ON -DUTY AND OFF - DULY CONTACTS AND
PHONE NUMBERS FOR THE CONTRACTOR SHALL BE
FURNISHED TO THE OWNER'S REPRESENIATVE
THE CONTRACTOR SHALL COORDINATE WITH THE OWNER'S
REPRESENTATIVE TO MANAGE THE PROJEC I'S IMPACT TO
SECURITY AND SAFETY MATTERS
ANY REVISIONS MADE TO THE APPROVED PLANS REQUIRE
SUBSEQUENT APPROVAL BY THE APPROPRIATE AGENCY
REMOVE SURPLUS SOIL MATERIAL. UNSUITABLE TOPSOIL.
OBSTRUCTIONS, DEMOLISHED MATERIALS, AND WASTE
MATERIALS, INCLUDING TRASH AND DEBRIS, AND LEGALLY
DISPOSE Of THEM OFF SITE AT AN APPROVED LOCATION.
NO OPEN BURNING OF WASTE MATERIALS SHALL BE
PERMITTED ON THE SITE WITHOUT APPROVAL FROM THE
OWNERS REPRESENTATIVE AND APPROPRIATE REGULATORY
AGENCIES
DUST SHALL BE CONTROLLED AT ALL TIMES BY WATERING
DIRT DEBRIS, TRASH OR OTHER CONSTRUCTION MATERIALS
SHALL BE CONTAINED WITHIN CONSTRUCTION BOUNDARIES AT
ALL TIMES AND SHALL BE CLEANED AND REMOVED DAILY AS
NECESSARY EXCESS EXCAVATED MATERIALS SHALL BE
PROMPTLY DISPOSED OF TO AN APPROVED LOCATION AT
IHE CONTRACTOR'S IXPENSE EXCAVATED MATERIAL TO BE
REUSED AS BACKFILL MAY BE TEMPORARILY STOCKPILED
PER THE DIRECTION OF THE ON -SITE OWNER'S
REPRESENTATIVE. HUT MUST BE WATERED AND/OR COVERED
TO PREVENT BLOWING ONTO ADJACENT PROPERTIES THE
CONTRACTOR SHALL ALSO PREVENT CONSTRUCTION DEBRIS
FROM ENTERIC.:, ANY EXISTING STORM DRAINAGE REACHES
BY IMPLEMI ^. • PREVENTATIVE MEASURES SUCH AS
DAMMING M'ORARY CLOSURES
ABBREVIATIONS.
BLDG Sul DING
C. CNTR CENTER
CONC CONCRETE
DTA
DND
DWGS
ELEC
EXIST
FF
FM
HP
KVA
MAX
MUCH
MIN
OC
DOS
PLC
PMP
PROP
STD
STRUC
TBR
TDC
TYP
CO
VFD
DIAMETER
DO NOT DISTURB
DRAWINGS
ELECTRICAL
EXISTING
FINISHED FLOOR
FARM -TO -MARKET
HORSE POWER
KILOVOLT - AMPERE
MAXIMUM
MECHANICAL
MINIMUM
OFF -CENTER
OUT Of SERVICE.
PROCESS LOGIC CONTROLLER
PUMP
PROPOSED
STANDARD
STRUCTURAL
TO BE REMOVED
TOP OF CONCRETE
TYPICAL
COLORADO
VARIABLE FREQUENCY DRIVE
FEASTER IFC.F1O
- -5530-
-51131
5531
•
•f 7
EXISTING CHAINLINK BARBWIRE FENCI
NEW CHAINM INK BAREFWIRF FENCE
EXISTING FOREIGN PIPELINE
OVERHEAD ELECTRICAL
UNDERGROUND ELECTRICAL
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
MAJOR CONTOUR
MINOR CONTOUR
UNDERGROUND WATER MAIN
EXISTING DRAINAGE DITCH
CONCRETE
RIP RAP
:IRE HYDRANT
EXISTING UTILITY POLE
EXISTING L;GHT POLE
-NUMBER DESIGNATION OF DETAIL
DRAWING NUMBER WHERE
DETAIL TS LOCATED
PROPOSED GRADE
C
�„�1� DEMOLITION LIMITS
- - - - - I NATIVE GRASS RECLAIMED AREA
GRAVEL PAVEMENT
PRELIMINARY - NOT
FOR CONSTRUCTION
BURNS
11/4\MSDONNELL
um* OE 64566
ISSUED FOR REVKW(90S 5U8WTTAL) Wu/MI DS
aAW I V 64563 - 35uE0 FOR REVIEw(60% SUBMITTAL)
WAW/K DS
R II w wt OYL V. WaOIrM MN w
MIA Y MI .AIgtO
YK w -I MK w
4404
a Oat
REVISIONS
REVISIONS
TALLGRASS r�
SSuFD TOR OFSOF
Si BO 6.563
tRU
REFERENCE
DRAWINGS
*PP*OVEO FOR
CW6TKUCIION
MIMIC SQI
0
CIVIL GENERAL NOTES AND STANDARDS
3141000,2004001
PROPQ%D CNEIENM GONNECIOO PPLUNE
PEPWNENI USCUCNF -
11
lil
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PROPOSED 70' PRAWN(
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9056
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REVISIONS
REVISIONS
RAWING5
1
S
I
I
S
k
I
PLANT
PROPOSED CNE,ENM CONNECTOR PIPELINE
ClIST SEDIMCN1Al,O„ HASH ITO PROPOSED 50' PRNLM EASE PERI
1x111 %PALWA, TOP 1461 StOWCMAION WS• 701 i
NORTI, �.
COST OCTENTWN 114143 TOE
45' OE MSN IW - ..
now IOMIpN PPIUM (hp)-
(3Rl�I
EXIST POOP "`'' �r��t�-,
POLL (ITV) Y �(f
2462 C44.0
POWER tM (NR)
C23> �
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1
POINT TABLE
I
i,4-,000 0_0,11
�/
R -20
P0631 •
ROOMING
EASIOG
ELEVATION
DESCRIPTOR
2.
ID
I
12964.420
3210661 54
5052.02
GRAVEL PAD CORNER
Ex5T ORN/NGE ORD. gaols(
....._...1
I
i
:79619652
3210681 lJ
305$37
MAN GATE EM)
6 . 10- PIPRAP PaOTECTKIIF (TP) ♦ t
NEW GRAVEL ACCESS DRwC
3
1296292.27
3210861 74
5053.46
MAN GATE END
"a07)•
119625460
32,0661.79
5053 75
GRAvEE RAO CORNER
14 . -5/
1
1296754 73
3110641 07
5052 41
TUN DATE EM)
gaf/
f -•-:. ,_ /
6
1296254 72
3210626 82
5052 11
MAN GATE LAO
Cx151 i.,INNL It r I t 1101 -1
- �✓ ..C.)x
1
1296754 62
3710551 79
5051 6•
GRAVEL PAD CORN(31
1 f
_
8
129626709
3710551 74
5051 0
WW GAIL LM)
9
1296292 09
3210551 74
5051 10
MAN GATE ENO
-
- CONTROL 434119 1x10
10
1296434 62
3710551 54
5049 65
GRAVEL PAD CORNER
rSl
•
11
1296434 71
371061906
505043
CMAPRN. 1ENC1 two
),4 1000 -.170 -Ott!
�/
I?
1296434 74
3270639 07
5050 CO
CI'M•NLNx FENCE END
•
La
11
1296.4526
3110619 Oe
505081
GRAVEL DONE END 01 PAUWS (171 15)
314- 1000 113
1
•
$4
1296445.28
3210639 06
5051 26
GRAVEL DRIVE CND Of RADIUS (PT 15)
\'
A
15
129644541
3210779 06
5051 69
GRAVEL DRIVE CENIEP W 90- AND 110- WOWS
NG i.AU.1s:KP WO
16
1296506 15
3210664 53
505354
WAVE% DONE END Of RADIUS (PT 15)
[ii
1tOW *CRP SIMD
IA
P
CIG ME TLSTATION
r I
1296522 09
32106:0 19
505382
GRAVEL DRNC ENO Of RADIUS (Rt 15)
4�•
a
IIII
19
129655856
3210865.63
505563
GRAVEL DRIVE END OF RADIUS (PT 21)
OMNR TAW
1U
1296544 62
3710699 99
505% 11
GRAVEL Wont END 01 RADIUS (PT 21)
CONtlfUt tluLONG
$
.
71
1296621 30
3211621 *3
50%795
GRAVEL DONE CINTIR Of 90' AND 110- PAWS
•
I
(..13/43/4
D \
22
129657000
3210118 4.1
5056 24
GRAVEL DRIVE END CO RAOOS in 21)
-
314-1000-700.-0113•
314-1000-700.-0113
--
\._i
13
1266579 33
3210700 74
5056.55
GRAVEL ORM I ND Of RODS (n21)
Inn'1r,n:IPwAtOR 1
•._{
24
1296595 7/
3211)132 02
5151 20
GRAVEL DRIVE CND Of RADIUS (PT 25)
75
1296568/1
121074579
505722
GRAVEL INANE CENICR Of 15 MADRAS
26
1296.586.40
371076019
505851
CRAVE. DRIVE CNO 01 RADIUS (PT 25)
1
CO
21
1296681 46
3'2:0752 '2
5060 6'
GRAVEL ORw( CND Of RAOVS (PT 28)
CT". -CID Tx
26
129668964
3210/3367
505113
GRAVEL DRIVE CENIEP Of 70RADIUS
-
79
129669269
321015364
506102
GRAVEL DRIVE END OF RADIUS (P7.28)
314 • 1(000-200-0113
30
129645450
3210642 63
5050 75
STORM CULVERT owe
�_,..-
31
179645660
3210617 15
%DSO 74
STORM WEAR! W11111
ANADARKO LANCASTER FACII TTY
17
129625460
3210564.79
5051 66
DRIVE GATE END
13
1296254 62
3210510 76
%D5t 64
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REVISIONS
REVISIONS
REFERENCE DRAWIN
PROPOSED DRAWN( CWFNEC COP PPltIId
COUNTY ROAD
4.44771
PROPOSED 50 PE NI PIP(t RA USL4(N)
•
ANI NCRTN
'4* NAME GRASS Ric LAM. 0 •-�
AREA (tin)
__
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—"
N* NOW OUTlfl PP01IC10.1
EROSION CONTROL LEGEND!
-
'
GU MFIFR STATIQN
Ms GAAYtt AREA. ,I 0.1 -\
�SCL� SEDIMENT CONTROL LOG (SM.)
s
STABILIZED STAGING AREA
y.(
IT(
G
(SSA
3�4-t.r0-21r-Otlt
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CONCRETE WASHOUT STRUCTURE (Crt)'_tIII_2l
.
0-0111
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VEHICLE TRACKING CONTROL (VIC) •
r
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4.NOpg-RKO LANCASTFR }9CILIiv
PRELIMINARY - NOT
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REVISIONS
REVISIONS
REFERENCE DRAWINGS
I
I
3
3
A' CPus'199 AGGREGATE
tASE COultSt
D
Toot A f2t 95X cOMPACTU.
tsl0 PROCTOR DUST.)
AGGREGATE PAVEMENT SECTIONIC\
S14-1000-200-0102
CONSTRUCTION
SITE ACCESS ROAD
SEE Sat PLAN -.
'00 x,Tn ELEVATION
I
PUBLIC ROAD
rAT
Z; -+1_.- 1;
FII
,C. 11 I..r I Y II:1 I r I I -1I I I:I:♦
• '..I:i I I'I r I:I I I I.1Iy
I 'I....ii
\ I -I I I 'I .0 'I .0 1 I I I• rl • '0 .• �ri 1 I I .10J:i I 0 01.1.1 .0 .1 0-\//\\
\//; �
O
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C%/•\////\\//\\//\//\//`,4•/C\f1/V\5Nt ,\\h\•\h\\//`/\/t.
\ \//\\\I/\4`\//\\/44/S\FY\\//\\/l$\Q��`//\ \\�F/it\l //\\//`��/\�� \/?\/\�\\//�/\//,\//\//\/�//
�4\�O\fir\�O�/ice/i�/ /i cant \ O /\/i // i✓/�iiP• it0\/i\\Gd!/\ar1./i)/ \/r\\ \ \\/r\O\\ \/ Sisei��i�4\\ \\i��i\�/i�\�i1�����41. 1.y�i�\402i�\i\\G .
PLAN
INSTALLATION NOTES:
1 SEE SEDIMENT AND EROSION CONTROL PLAN FOR GENERAL LOCATION OF STAGING AREA
CONTRACTOR MAY MODIFY LOCATION AND SIZE OF STABILIZED S TATTING AREA WITH APPROVAL FROM
ENGINEER ANDOOR CONTRACTING OFFICER
2 STABILIZED STAGING AREA SHALL BE SIZED APPROPRIATELY TO FULLY CONTAIN PARKING STORAGE
AND UNLOADING AND LOADING OPERATIONS.
3 STAGING AREA SHALL BE STABILIZED PRIOR TO ANY OTHER OPERATIONS ON THE SITE
4 THE STABILIZED STAGING AREA SHALL CONSIST OF 2.4' AGGREGATE A MINIMUM OF 6 INCHES THICK.
S STAGING AREA SHALL BE CONTAINED WITHIN THE SITE'S PERIMETER BMPS. OR HAVE ADDITIONAL
PERIMETER BMPS (SILT FENCE) INSTALLED AROUND STAGING AREA.
MAINTENANCE NOTES:
I THE CONTRACTOR SHALL INSPECT THE STABILIZED STAGING AREA WEEKLY AND MAINTAIN IT IN AN
EFFECTIVE CONDITION IT SHALL ALSO BE INSPECTED WITHIN 24 HOURS AF TER A STORM EVENT AND
REPAIRS OR CLEAN OUT OF UPSTREAM SEDIMENT SHOULD BE COMPLETED AS NEEDED
2 THE CONTRACTOR SHALL PROVIDE ADDITIONAL THICKNESS OF AGGREGATE MATERIAL IF ANY RUTTING
OCCURS OR UNDERLYING SUBORADE BECOMES EXPOSED.
3 STABILIZED STAGING AREA SHALL SE ENLARGED IF NECESSARY 10 CONTAIN PARKING STORAGE AND
UNLOADING AND LOADING OPERATIONS
4 ANY ACCUMULATED DIR T OR MUD SHALL BE REMOVED FROM THE SURFACE OF THE STABILIZED
STAGING AREA.
S. THE STABILIZED STAGING AREA SHALL BE REMOVED AT THE END OF CONSTRUCTION THE GRANULAR
MATERIAL SHALL BE REMOVED AND THE AREA TOPSOILED SEEDED AND MULCHED
SEABIL.IZED STAGING AREA feiThi
Nut 10 SCALE 314- 1000-200-0103
'30' M(N.
C MIN.
I E 1 I I
1
ACCESS ROAD CUtVER
16- cup SIORM SEWEP
ACCESS ROAD
CULVERT PROFILE
NOT TO SCALE
• 6• AGGREGATE
IYP( 2 111.110 FABRIC IN
ACCORDANCI WMTN 046-6200
*WEN Wit AND 90CP
INSTALL ROCI
ItaSFI mot
OR BALM 100
Of PAVEMENT
PUBUC ROAD
-114-1000-200-Ot02
COMPACTED
SUOGRAD(
•
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INSTALLATION NOTES:
I SEE SEDIMENT AND EROSION CONTROL. PLAN FOR GENERAL LOCATION OF vEroCLE TRACKING PAD
CONTRACTOR MAY MODIFY LOCATION AND SIZE Of THL VEHICLE TRACKING PAD WITH APPROVAL FROM
ENGINEER AND/OR CONTRACTING OFFICER
2 THE VEHICLE TRACKING PAD SHALL BE SIZE) APPROPRATELY 10 ALLOW PROPER TRAFFIC FLOW AND TO
PREVENT TRACKING Or SEDIMENT OFF -SITE IF TRACKING PAD IS NOT EFFECTIVE AT CONTAINING
SEDIMENT THE CONTRACTOR SHALL STOP OPERATIONS AND MAKE MODIFICATIONS TO THE TRACKING PAD
TO PREVENT OFF - SITE TRACKING OF SEDIMENT
VEHICLE TRACKING PAD SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES
4
S
THE TRACKING PAD SHALL CONSIST or 4-8- AGGREGATE A MINIMUM OF B INCHES THICK A NON -WOVEN
GEOTEXTILE FABRIC SHALL BE PLACED UNDER THE TRACKING PAD PRIOR TO THE PLACEMENT OF
AGGREGATE
A STABILIZED ENTRANCE/Exit IS REQUIRED AT ALL ACCESS POINTS WHERE VEHICLES CAN ACCESS THE
CONSTRUCTION SITE FROM PUBLIC ROADS ANY OTHER ACCESS POINTS NOT SHOWN ON THE PLANS
THAI THE CONTRACTOR ELECTS 70 USE SHALL HAVE A VEHICLE TRACKING PAD INSTALLED AND THE
ENTRANCE/EXIT LOCATION,
MAINTENANCE NOTES:
I THE CONTRACTOR SHALL INSPECT THE VEHICLE TRACKING PAD WEEKLY AND MAINTAIN IT IN AN EFFECTNE
CONDITION. R SHALL ALSO BE INSPECTED WITHIN 24 HOURS AFTER A STORM EVENT AND REPAIRS
SHOULD BE COMPLETED AS NEEDED
2 THE CONTRACTOR SHALL PROVIDE ADDITIONAL THICKNESS OF AGGREGATE MATERIAL IF ANY RUTTING
OCCURS DR UNDERLYING SUBGRADE BECOMES EXPOSED ROCK SHALL BE RE -APPLIED OR RE -GRADED
AS NECESSARY TO MAINTAIN A CONSTANT DEPTH OF THE AGGREGATE
3 SEDIMENT TRACKED ONTO PAVED ROADS SHALL BE REMOVED THROUGHOUT THE DAY AND AT THE END OF
THE DAY BY SHOVELING OR SWEEPING SEDIMENT SHALL NOT BE WASHED INTO DRAINAGE SWALES.
DITCHES OR STORM SEWERS
4 ALL AGGREGATE USED FOR THE VEHICLE TRACKING PAD SHALL BE REMOVED AT THE END Of
CONSTRUCTION THE AGGREGATE MATERIAL SHALL BE REMOVED AND EITHER SURFACED WITH GRAVEL OR
TOPSOILED, SEEDED AND MULCHED PER THE PLANS
VEHICLE TRACKING CONTROL n
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2 THE CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE.
3 VEHICLE TRACKING CONTROL IS REQUIRED AT THE ACCESS POINT
4 SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA. AND ELSEWHERE AS
NECESSARY TO CLEARLY INDICATE THE LOCATION Of THE CONCRETE WASHOUT AREA TO OPERATORS OF
CONCRETE TRUCKS AND PUMP RIGS
S EXCAVATION MATERIAL SHALL BE UTILIZED IN PERIMETER BERM CONSTRUCTION
MAINTENANCE NOTES:
1 THE CONCRETE WASHOUT ARIA SHALL BE REPAIRED. ENLARGED OR CLEANED OUT AS NECESSARY TO
MAINTAIN CAPACITY FOR WASTED CONCRETE. CONCRETE WASTE MATERIALS SHALE BE REMOVED ONCE THE
MATERIALS HAVE REACHED A DEPTH OF 2'
2 THE CONTRACTOR SHALL INSPECT THE CONCRETE WASHOUT AREA WEEKLY AND MAINTAIN IT IN AN EFFECTIVE
CONDITION I1 SHALL ALSO BE INSPECTED WITHIN 24 HOURS AFTER A STORM EVENT AND REPAIRS OR
CLEAN OUT OF SEDIMENT SHOULD BE COMPLETED AS NEEDED
3 THE CONCRETE WASHOUT AREA SHALL REMAIN IN PLACE UNTIL ALL CONCRETE FOR THE PROJECT IS PLACED
4 THE CONCRETE WASHOUT AREA SHALL BE REMOVED Al THE END OF CONSTRUCTION. THE CONCRETE WASTE
SHALL BE REMOVED AND DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS.
AFTER REMOVAL OF THE WASTE MATERIAL THE AREA SHALL 8E GRADE SMOOTH, TOPSTII Fn, SriDED AND
MUI CHED.
CONCRETE WASHOUT
NOT ID SCALE
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OCLUPANCH CLASS.' CATION GIEODP' i• PER ASCL I f0 ) IN WFORCFD CONCRE It AGENT PROP 10 IXPOSNING CONCRETE IN '4*ACCORDANCE WITH •AMUEAC TUNER'S NSTRtTCI9MS
DEAD .OW C THESE PROVISIONS SHALL ALSO APPLT AMEN NEW CONCRETE IS PLACID AGAINST USING CONCR tE
a REIMORCED CONCRETE SHALL Bt PREPARED AND PLACED IN ACCORDANCE WITH AO MMLW 01 CONCRETE PRACTCE PP STS a PROVIDE MIERSTOPS AT CONCRETE ANTS WHERE ACUCAIID ON T,4 CONTRACT DRAWINGS ALE *ALAI MOPS SHALL BC FUII
o COUPW-NI 'GADS ARE ACTUµ MOW Or 1OLARMLNT 03001, PROMO SPACO CAROM. MO @HER VACANT) CI Ilw RESISTANT TYPE. UNLESS NOTED Ot14 NF11'M
0 0OUNIAIIOI4 API DESIGNED FOR EOUPMENI INC"IIRNS " STHE CONTRACT SPECIFICATIONS 0 CONCRETE
IM TOADS PER MCI I - Kw ORCLO CONCREII SHALT of PREPARED AC PLACED IN ACCORDANCE MTH1 ACI W.RUA1 O CONCRETE PRACTICE
a MINIMUM •OOF INN IOAI/ ID REST PER (H2O0 All CONCRETE CONSTNGITON SHALL Catty 051COMP'1 TT( LATEST ADOPTED COOL 111 IDILOON11G KDES K I CODES
3Te, ACI 315 AND ACI 301
0 ROOT ELECTRICAL/MECHANICAL COLLATERAL 10 PSI - ALL CEMENT STALL OE PEP( • CEMENT Aw CONJOINT TO ASIA C1S0. UMIfSS QtHtt*Is1 %MCVIIE) 00 M(OLARED ANC
r STORAGE WAREHOUSES HAVE MINIMUM 28 -DAL COMPRESSIVE STRENGTH O/ 4,500 PSI
LGHI INOUSTIML I)5 P51 •YAMEUTA WATER/CEMENT RATIO SHAM SI 0.5
HEAVY NaU9TRM1 150 PSI A S ENTRAINMENT SHALL N[ 4.5 - 1.5E
u PLATIOPMS AND W4.1M1S 100 PST - SAUNA Of cocainSIMLL LWe(IwLCS 4 AND 6 INCHES AS TESTED N ACCORDACI WITH ASIA ETA} • CONTRACTOR
• SALON LOADS PEP ASCE P RIS14E5 TO USE A Oct WITH %ELAM OUTSIDE THE RA•G[ LISTED ABOVE. WRITTEN APPROVAL (ROW ENGINEER Or RECORD
a GROUTED EPA E I 70 PST 6 REQUIRED PRIOR TO MN DEVON SUBWRAL
P GROUTED OW LIMO
00 - MONO WATER SHALL BE POTABLE RATE AND CONFORM 10 ASIA CISO2
L EtPOS l FACTOR + 1 - AGGREGATES FOR NORMAL WIGHT CONCRETE WEL CONFORM TO ASTM C33 'SPECIECATON FOP CONCRETE AGGREGATES'
0 IMPORTANCE FACTOR I THE NOMINAL MAXIMA 5111 OF THE AGGREGATE SMALL NOT BE MORE THAN I - I/2'
LOADS PER ASCE 7 - FOR MCA COARSE -AGGREGATE SOURCE. WHEN 3 'TARS' APPROVED SERMCE RECORDS ARE NOT AVAILABLE OR WHEN
SERVICE RECORDS ARE UNACCEPTABLE. AGGREGATE VOLT Of EVALUATED FOR PORNTAL REACIMTV AGGREGATE MUST 8E
o NOMINAL ICE THCNNCSS 025 .NCH CONSIDERED INNOCUOUS IN ACCORDANCE WITH ASIR 1760 R EVALUATON ABOVE INDICATES R[ACTIK AGGREGATES AND
0 CONCURRENT WIND SPEED 50 imam ALTERNATE AGGREGATE SOURCES ARC NOT MAILABLE, KOTAS1 RE-EVALDATON OF AGGREGATE USNG ASTM 01587
C IMPORTANCE FACTOR COARSE AGGREGATES CONSIDERED DELETERIOUS OR POTENTIALLY UELETEROU6 SN4L NOT TIE USED WII.Oul APPROVAL
mutTPLEP W Ct TnCCNNfSS 135 AOMMILR(5 SHALL NOT BE USED WITHOUT THE APPROVAL DE THE ENGINEER'S COI6TRUCION I CD R[PRESENtATNE
WI IIPL7R ON CORCIIUMCN+ *NO PRESSURE ID • CONCRETE TOR ALL TIMES Or TM WORN SOMALI BE Or THE MEC%LO QUN.IT. CAPABLE Of BUNG PLACED WITHOUT
EXCESSIVE SEGREGATION, MO RnEN HARDENED. Or DEVELOPING ALL CHARACTCNSICS RE01ARED M THESE
Wlw -DAD PER AXE l • in SPECIFICATIONS AND THE CONTRACT DOCUI/I PTS WHORE CONCRETE 00* SIGNS. In!. PROPOSED CONCRETE Yd
u BASIC *040 SPIED 120 MPH 3 -SECOND Cu5/ - UL TMATE MSG% ALONG WITH COLIABORATNG DATA SNOWING COIPULAIC( WITH THE SPICICATNRIS STALL IN 5UBYI7T(O TO
N WS{ WEND SPIED 03 MPH [-SECOND GUST - NOMNM. (*GNEIR IDA APPRpyµ
C EXPOSURE CLANGOR! C ALL REINFORCING STEEL. WIRE ANCHOR sous. Tau -DOWN
MESH, ANCHORS. MD OTHER INSERTS S Ll BE SECURED N
a TOPOGRAPHIC FACTOR I 00 POSIEXPOSED PROP
FORTIONTAE CONCRETE wRACES SHALL BE f Q ILDATED TO EXPRESS COARSE AGGREGATE AND STEEL
TROWELED TO A swot* sImfACE
ALL WALXII° SURFACES SHALL Haut A Led now HINNS•.
CONestETI SURFACES %l4LI n, 'wtTECTED OUN.C .. ,.. ,APL• EVAPORATION Of WATER ACTON By SUN_
ON, WATER, IROST, AM) On. - ...
PRELIMINARY - NOT
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ST•uCtuRA AND .OSCLLLIWEOUS STEEL
ABORIVAIONS
o SIRUCtUIRAL AND MISCELLANEOMS S1ECa SHAtt ILL FAEIICAYCD MO LRLCI(O IN ACCOItDANCI WITH MSC STELL CONSTRUCTION
WIIUW, 14TH UNION PIP PIP IRO
AS
NCHOR BOLT ACE
sfs 05170 N40 SUS 051,50 AND Oman SIANDMO Et
TEMPORARY ERECTION BPAONG SHALL BE DESIGNETU AC PROVIDED Mg Tnt CONTRACTOR AS RCOWco AND SHAta NOT DE
REMOVED UN I4 ALL PERMANENT LATERAL -LOAD -RESISTING ELL PENIS AND CONVECTONS ANt COMPLETELY 1NS1ALLD
MN
AC,
MOVE LB POUNDY
All'RCAN cONCR[rl LO LONG
t ALL STEEL SHALL BE HOT - OP GMVANZED UNLESS NOTED 0118 RARE ON PLANS
INSTITUTE LL EM. LOAD
N WIDE I tANC•L SHAPES AND ILES AIIM A002, T( • M) IS. 00 AOTM AS77. f • 50 YS.
PLAITS, AND C.ANNELS. ASIA 0 HtWWR/
AGGR
AGGREGATE LE** LONG LIG SAC.
• ANGLES. A56. f - 36 *51. UNLESS NOTED
SQUARE AND RECTANGULAR HOLLOW STRUCTURAL SECTIONS ASTM A500 PAM B. Ty ••t6 NSI
• MAO HOLLOW STRUCTURAL zcnONS AS7M AS00 ORAD( a. ry - 42 RS.
ASC
AMERICAN AMOUR Of 10 MCAI
STEEL CONSTRUCTION LEH LONG Lt nORUoNIA
4 APE w6
ANSI
AMERICAN NATIONAL LEV LONG LEG VERTICAL
AL DOSE ANGLE Mt NEARS SHALL AWE SPACER PLATES CONTORMIRG ID MSC SNELt CONSTRUCTION MANUAL PARAG?AP..
STANDARD INSTITUTE LONG LONG1TtSiAL
LB SPACER PLATES SMALL DE THE SAME THC•NESS A5 THE GUSSET PLATES
AVM
AMERICAN SOCIETY FOR L5 LAP SPICE
pt IS
TESTATE Y LATERALS Wil MATLRML
o 3/4• DtAIL1LR ASIM A3125 GRADE '.325. UNLESS NOTED OTHERWISE
AWS
AMERICAN WELDING MAX MAXIMUM
R FRAMING CONICC I OPTS SNUG -TIGHTENED sirs WITH STANDARD PIOUS, UNLESS NOTED OI HERW6L
SOCNT•
WOE Mt CIMNCAt
N DEFACING CONNECTIONS Smut. IGHTENED JOINTS WITH STANDARD CIS. UNLI SS LOUD OIHLRW&
BOP
BOTTOM Of BASH PLATT TOR AAA ACTON*
0 ON ONE SIDE OF EACH Octal CONNECTION OF BEAMS 10 A COLUMN SIB OR A ,^•IRDER WEB DIRECTLY OVER A COLUMN.
BM
lifIVEEEN WE MANHOLE
PR(7J0[ A 1EMPORART SEAT ACE ATTACHED 10 COLUMN OR ORRO& *EB AND TO BOTTOM FLANGE OF stmt. A*NMUM SEAT
BLDG
AIDING MW MINIMUM
CONNECTION SHALL BE L4.M3/B tat WITH TWO 3/4- DINKIER A307 OR A375- ST DOLTS EACH LEG SINGLE AND DOUBLE
BM
*(AM RISC FASCIA LNKOtIS
6
STAMEN CONNECTIONS ARE PRONBITED WITHOUT 1K (SPLICIT PRIOR APPROVAL IN WRITING Of THE STRUCTURAL ENGNEEP
OF RECORD
WILDING
BOC
BOP
BOTTOM OF CONCRETE IN NOT APPLICABLE
BOTTOM IX PIPE Ni' NENE FACE
o IN ACCORDANCE WIN AIRS 0I 1 USING E70 ELECTRODE
R MIMUUM STRUCTURAL WELD RLOUIREMENIS ARE SPOON ON DESIGN DRAWINGS CLIENT REQUESTS WELDED CONNECTIONS TO BL
DOS
DOT
BOTTOM W STEEL 1NO
10 NUYB[N
BOTTOM NOM NAMI.IA1
FINE•. HED WHIN MINIMUM SEAL WELDING ON REMAINDER Of JOINT Al ALT OTHER CREVICES SEALWE LANG SHALL NOT PRODUCE
CM'
CAPACITY HS NEAR SHOT
AN uNSAT CONDITION FOR All -OP GALVANIZING
C/C
CERIU to CENTER N15 NOT 10 SCALE
CHOR
DOM ANW ISACCORDANCE win WA STS 05191
CL
CENTERLINE OE ON CENTER
Li.
CIRCLE 00 WIT SRN WANE TI R
a ASIA • 1554 WAN 30, UNLe SS SPEC$ CALL NOTED As GRADE 55
CJ
CONSTRUCTION JOINT WOUTSIDE TACT
• ANCHOR BOLT HOE E5 N BASE PLATES TO BE OK RSULD TO ACCOUNT FOR CONSTRUCTION TOLERANCES IN *MOO? 001
CEY
CLEAN OPP OPPOSITE
PKACCIKNT HOLES CWRLSPON AG 10 APPROPRt TE ANCHOR OW sin SHALL BL NO LARDER IHUN THE MAXIMUM
attain SIDED SUES IN THE ARC STEEL CONSTRUCTION MAMA- LATH matt Ntt '4 -7
CU
COMM'. JINNI OSHA OCCUPAIOHW
PPLUA (( WASHERS AT MOSLEM ANCHOR BOLT IDOL SE
COL
COLUMN W Et. AND FAA In
O ANCt•0R *DOS ACCuR*1EErr. SET WIDTH I EMRLATE, AN0 SICURIiv •OLD IN PO911p. M•A1 PUKING CONCAVE
CONE
CONCRETE AOWNRIPATON
PROTECT IN- PLACE ANCIORT BOLTS IROW CONSTRUE IRON AC INTO
CON?
CONTINUOUS RED PEDESTAL
• 114E 'MEOWING AO PROr.01ED WITHOUT THE (MCA PRIOR APPROVAL IN WRITING Of TUE tNOIF[tN
` INSERTING ANCHOR BOLTS INTO EPE5H DR pan WLY HAROEMID cow*, ft
- SUOSTIIUI*IG POST-ASTAL11WHERE (t 0 ANCHORS IDO(0 ANCHOR BOGS ARE INDCAILU
COORD
CEY
COORDINATE PEN PENETRATE ,
romp MN{:iMIH(N.
- REPAIRNG, REPLACING. OR MDDtTMC INSTALLED ANCHOR 50(15
do
BAN ORMEI[N PI;PP P[RPINOCUIM
• ANCHOR Sit? THREADS SHALL BE LOC-2A Nit) PROTECTED FROM DAMAGE OWING CONSTRUC I CA
DE1
DE IAN PL PATE.
Q SLEEVES TOR STATIONARY EQUIPMENT MO STRUCTURAL BASE PLATES SEW.. Bt FILLED MITI GROUT WHEN DAS(
01A
DMM(1(R PROO, PROJECT ON
PLAT( / (WAWA T 6 GROUTED IN I NNAL LOCATION
ONG
DMGONN Psr POUNDS PER SQUARE
N ANCHOR 8015, Nuts. AND WASTERS SIAtt DE SHPPED GALVANIftD
OHM
CAA ASTON 1001
10
POST - NSTALLED ANCHORS
Ot
DEAD LOAD PSI POUNDS PER SOuARL
0 INSTAL ANCHORS PER MANUFACTURER INSTRUC1 Ore INCLUDED W ANCHOR PACKAGING
ON
DOWN INCH
O CONTRACTOR SHALL ARRANGE AN ANCHOR UMW ACIURER'S REPRESENTATIVE TO PREMIX OISITE JSIALLATCN TRAINING FOR
On
ORAMNG RC P0./VIOL CHI ENKE
ALL Cl THEIR ANCIORAID PRODUCTS SPECIFIED (AONtER d RECORD ouS1 RECEIVE OOCMIENTED CONFIRMATION THAT ALL
OW?
OOWIt MO RADIUS
OF CONI/ACTORS PERSONNEL WHO INSTALL ANCHORS ARE CRANED DOOR TO COMMLCEMCN1 Of INSTALLING ANCHORS
F ANCHOR CAPACIII 6 DEPENDENT ON $PACING BETWEEN ADMCENI ANCHORS AND INOSIV/l, W ANCHORS 10 LOGE OF
CONCRETE INSTALL ANCHORS A ACCORDANCE WTI•. SPACING AND (Oct CLEARANCES I OCAIED ON OLURRNGS
U
El
EACH 4[I Pt I IRE WA
lKn PAC! APO RCNR ORCL
4 LIIISISC REINIMCNo BARS IN CONCRETE STRUCTURE WT CONFLICT wan SPECIFIC ANCHOR LOCATIONS RENTORCNG BARS
Ti
EXPANSION A-MNI CLOD RI WAIT( D
SHALL NOT DI Cul UNLESS NOTED ON ORAWNCS THAT BANS CAN DE CUT CONTRACTOR SHALL CONTACT ENGNER ON
EL
ItSWAT°, REV POISON
RECORD WHIN TNT LA(REACTS OCCIM
!TLC
IIICIOCA SOILO UHT DUAL
• Pt ROTTED POST ASIA LID ANCHORS ARE L61(D AS FOLLOWS is FERMATE PROEM IS MLA' a APPROVED JA WRITING 01
TON
ILEVATION SECT SECTION
ENGINEER Or RECORD POOR TO USE SUBSTHUTONS PEOVPE STAMPED CALCULATIONS)
lc= IOHE tSL SATIN APPLCAIION$
SON STRONG II( - STRONG BOLT 7
RR5
EMBED
LO
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(Oral 5W SIMILAR
Will 'wit BOLT II
10UIP
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POOLS POWER STUD S02
(DUN
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WEDGt TOPE NON - lilt SALTY ARP(CATIONS
EXIST
EXISTING SO SOLARI.
- SMPSON STRONG E( WEDGE AL
UP
IXPANSIOLL STD STANDARD
- HAT, MW BOLT 3
- POWER POWER STUD SDI
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EACH MELT STIFF SWIM*
- LNO(RCU1 TYPE LLUSE ONLY WHERE SPCCRCAL LF INDICATED ON DRAWNG3)
i.
SPECIFIED 2B -OAP STIR MAMA
SAMSON STRONG TIE - tOROUE-CUT
COACOLIE Sit. STEEL
- H(11 CA uNOERCUT ANDOR
COMPRESSN( SIP SIRAON?
- POWERS MOUE • UNDERCUT
SIR:NGWH IMANLM) STRU STRUCTURAL
- (Pox' ANCHORS - Lit SAFETY APPALL*OA6
TON
IDONOATION S'PUC STRUCTURE
- SMPSON STRONG DE - SET XP
- HYLII HD -*LSO) V!
/F
FAR loci STEM S.MMRRICA
HAT. HIT -H.200
FtO
ILANGE TRB TOP I BOTTOM
- POWER Pt'OOO
ES
IAN SOT TOO !OP CO 001
AOTICSNL ANCHORS - TOR NON -VIBRATING EQUIPMENT ANCHORAGE AND OTHER NON- LII I SU t I' APPLICATIONS
IT
FEE1 IDE LOP Of COMM IC
- SIMPSON STRONG TIE Al
FTC
HOOTING TOG 10P Of GRATING
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POLAR - ACT®. GURU
I. Iv
HALO STRESS IDS LOP DI STEEL
I COTCOL If ANCHORS
TV
TILED VENIF V TIP THECA
GALVANIZED OR /NC -COATED CARBON STEEL. MANUALLY EXPANDED WEDGE MI UNLESS NOTED OTHERWISE
CA
CAGE JN) UNLESS NOTED
0 ADIIESN( ANCHORS
DALV
CA/VAHIIfl 0I.Ht "TOM
VVSTALI ADHESIVE ANCHORS AS INDICATED ON ORAWUFDS
OR
GRAM VAR VA TES
ALL PERSONNEL NSIMLIPC AW(SN( ANCHORS SHAH St ALI AOWL(STA ANCHOR CONVICT
CRAG
GRATING +1 P1 NI III CAL
AD•NSNI ARCH SHALL at INSTALLED A CONCRETE HAVING A YAIMUM AD OI 71 OATS Al IME Of ANCHOR
INSTALLATION
641004
HIGH 0,104
G0001
'OR1ONIA W/ MITI
HR
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MAMUM COMPRLSSM STRENGTH • 6.1100 PS W 2B DAM
SC
IMIlMM7ONA h✓ WICK IA/IIRI(
LWOu1 SHALL lit WILD FOR OUTDOOR USE
DUTLDING COOL OP WORM POAI
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O
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IN ACCEROANCI WITH PAP STS 03601
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U
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'7
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Pi KEY'
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REFERENCE DRAWINGS
REVISIONS
REVISIONS
ROJECT NOTES
BEARINGS AND COORDINATES ARE RELATIVE TO THE NAD 83
COLORADO STATE PLANE NORTH ZONE COORDINATE SYSTEM
(0083 -NF) GRID VALUES ARE SHOWN AND ARE NOT SCALED
TO SURFACE VALUES.
WIND EROSION AND DUST GENERATION SHALL BE KEPT TO A
MINIMUM UTILIZING DUST CONTROL METHODS SEEDING AND
MULCHING SHALL BE USED ON AREAS WHERE GRADING HAS
BEEN COMPLETED. THE APPLICATION OF WATER FROM A
WATER TRUCK SHALL BE USED TO CONTROL DUST DURING
THE GRADING OPERATIONS CARE WILL BE TAKEN NOT TO
OVER WATER THE SITE, WHICH CAN INCREASE THE POTENTIAL
OF MUD TRACKING BY EQUIPMENT
3 ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED
DUE TO UNFORESEEN PROBLEMS OR IF THE PLAN DOES NOT
FUNCTION AS INTENDED.
ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE
GRAVELED OR SEEDED WITH NATIVE VEGETATION, REFER TO
SPECIFICATIONS FOR PERMANENT SEED MIX AND PLANTING
CONTRACTOR SHALL USE VEHICLE TRACKING CONTROL Al ALL
LOCATIONS WHERE VEHICLES WILL ENTER OR EXIT THE SITE.
CONTROL FACILITIES WILL BE MAINTAINED WHILE
CONSTRUCTION 15 IN PROGRESS, MOVED WHEN NECESSARY.
AND REMOVED WHEN THE CONSTRUCTION IS COMPLETED.
EROSION AND SEDIMENT CONTROL NOTES
VEHICI E TRACKING CONTROL
OFF - SITE TRACKING OF SEDIMENTS BY VEHICLES SHALL BE
MINIMIZED BY USING A STABILIZED CONSTRUCTION
ENTRANCE/EXIT IF SEDIMENT IS CARRIED OFF -SITE BY
VEHICLES. THE CONTRACTOR SHALL HALT OPERATIONS AND
MAKE MODIFICATIONS TO THE VEHICLE TRACKING CONTROL
PAD TO REDUCE SEDIMENT FROM BEING CARRIED OFF SITE
THE CONTRACTOR SHALL REMOVE THE VEHICLE TRACKING
PAD WHEN THERE IS NO LONGER THE POTENTIAL FOR
VEHICLE TRACKING TO OCCUR AFTER THE SITE WORK HAS
BEEN COMPLETED. AGGREGATE SURFACING HAS BEEN
COMPLETED ON THE SUBSTATION PAD, AND ACCESS ROADS
HAVE BEEN COMPLETED DURING THE REMOVAL OF THE
VEHICLE TRACKING PAD AGGREGATE, THE EXCESS SEDIMENT
SHALL BE REMOVED AND DISPOSED OF OFF -SITE
2
WIND EROSION AND DUST 0 019SION & OUST, CONTROL
T GENERATION SHALL BE KEPI TO
A MINIMUM BY UTILIZING DUST CONTROL METHODS TO HELP
PREVENT SOIL PARTICLES FROM ENTERING THE AIR AS A
RESULT OF LAND DISTURBING CONSTRUCTION ACTIVITIES.
SEEDING AND MULCHING SHALL BE USED ON AREAS WHERE
GRADING OPERATIONS HAVE BEEN COMPLETED. THE
APPLICATION OF WATER FROM A WATER TRUCK SHALL BE
USED TO CONTROL DUST DURING GRADING OPERATIONS
CARE SHALL a TAKEN NOT TO OVER WATER THE SITE.
WHICH WILL INCREASE THE POTENTIAL OF EQUIPMENT
TRACKING MUD OFF SITE
ALL CONSTRUCTION SUPPORT ACTIVITIES, SUCH AS EQUIPMENT
STAGING AREAS AND MATERIAL STORAGE AREAS SHALL BE 3
CONFINED WITHIN THE DISTURBED AREA. ANY BORROW OR
STOCKPILE AREAS THAI ARE REQUIRED SHALL ALSO BE
CONFINED WITHIN THE DISTURBED ARCA
TEMPORARY OR PERMANENT STABILIZATION MEASURES MUST
BE INITIATED NO MORE THAN 14 DAYS AFTER CONSTRUCTION
ACTIVITY IS STOPPED IF THE FOLLOWING CONDITIONS ARE
PRESENI GROUND 15 FROZEN. COVERED BY SNOW. OR IF
ARID. SEMI -ARID OR DROUGHT CONDITIONS ARE OCCURRING 4
THE STABILIZATION SHALL BE COMPLETED AS SOON AS IS
PRACTICAL IF CONSTRUCTION WILL BE RESTARTED WITHIN 21
DAYS FROM THE DATE CONSTRUCTION WAS STOPPED,
STABILIZATION MEASURES DO NOT NEED TO BE COMPLETED
VEHICLE WASHING SHALL BE COMPLETED WITHIN THE
PROTECTED BOUNDARY OF THE SITE. WASHING OF VEHICLES
OUTSIDE OF THE PROTECTION AREA IS PROHIBITED.
THE CONTRACTOR SHALL ACHIEVE FINAL. STABILIZATION PRIOR
TO FINAL ACCEPTANCE FINAL STABILIZATION SHALL CONSIST 5
OF THE FOLLOWING REQUIREMENTS
A. ALL SOIL DISTURBING ACTIVITIES Al THE SIIE MUST BE
COMPLETED. IN ADDITION, A UNIFORM AND EVENLY
DISTRIBUTED PERENNIAL VEGETATIVE COVER MUST BE
ESTABLISHED WITH A DENSITY OF Al LEAST 702 OF THE
NATIVE BACKGROUND VEGETATIVE COVER ON ALL
UNPAVED AREAS AND AREAS NOT COVERED BY
PERMANENT STRUCTURES. OR EOUIVALENT PERMANENT
STABILIZATION MEASURES (SUCH AS THE USE OF
RIPRAP, CANONS, AGGREGATE SURFACING. OR
GEOID( TILES) MUST BE EMPLOYED.
B FOR AREAS THAT ARE ARID, SEMI -ARID, OR
DROUGHT -STRICKEN. ALL SOIL DISTURBING ACTIVITIES AT
THE SITE MUST BE COMPLETE TEMPORARY EROSION
CONTROL MEASURES SUCH AS SELECTING. DESIGNING,
AND INSTALLING DEGRADABLE ROLLED EROSION CONTROL
PRODUCTS ON SITE WI IN AN APPROPRIATE SEED BASE
TO PROVIDE EROSION CONTROL FOR AT LEAST THREE
YEARS WITHOUT ACTIVE MAINTENANCE BY THE
CONTRACTOR AND TO ACHIEVE 70 PERCENT VEGETATIVE
COVERAGE WITHIN THREE (3) YEARS
GOIIQTWA51F DISPOSAL
CONS RRUCTION SITE SOLID WASTE MATERIALS SHALL BE
COLLECTED. TEMPORARILY STORED AND LAWFULLY DISPOSED
OF AT REGULAR INTERVALS OFF THE PROJECT SITE IN A
MANNER CONSISTENT WITH ALL LOCAL. STATE AND FEDERAL
REGULATIONS. CONTRACTOR'S PERSONNEL SHALL BE
EDUCATED, AS REOUIRED, ON SOLID WASTE HANDLING
PROCEDURES.
B
MAINTENANCE TO REDUCE THE CHANCE OF LEAKAGE 9
PETROLEUM PRODUCTS SHALL BE STORED IN TIGHTLY
SEALED CONTAINERS WHICH ARE CLEARLY LABELED
B ON -SITE, BULK FUEL STORAGE TANKS. GREATER THAN
1,100 GALLONS, SHALL HAVE SECONDARY CONTAINMENT
PER COLORADO ADMINISTRATIVE CODE. BULK FUEL T0,
STORAGE TANKS LESS THAN 1.100 GALLONS SHOULD
BE EQUIPPED WITH SECONDARY CONTAINMENT AS A
MATTER OF GOOD HOUSEKEEPING. STORAGE TANKS
AND ALL APPURTENANCES SHALL BE INSPECTED PRIOR
10 AND AFTER EACH USE FOR EVIDENCE OF FUEL 11
LEAKS OR SPILLS IF A LEAK OR SPILL HAS
OCCURRED, THE OPERATOR SHALL CONFORM TO THE
RULES AND REGULATIONS SET FORTH BY IHE
COjL(ORADOAOMINISTRAj
ATNE CODE 12
A4�CTHE tLONCI(IET[AWA_jPiOUT AREA SHALL BE INSTALLED
ON SITE AS SHOWN ON THE SEDIMENT & EROSION 13
CONTROL PLANS. IT WILL BE CONSTRUCTED PER THE
CONCRETE WASHOUT AREA DETAIL ON THE SEDIMENT &
EROSION CONTROL DETAILS DRAWING.
B CONCRETE TRUCK WASHOUT WATER SHALL BE
DISCHARGED TO AREAS AT THE CONSTRUCTION SITE
WHERE STRUCTURAL CONTROLS HAVE BEEN
ESTABLISHED TO PREVENT DIRECT DISCHARGE TO
SURFACE WATERS, OR TO AREAS THAT HAVE A MINIMAL
SLOPE THAT ALLOW INFILTRATION AND FILTERING OF 15,
WASH OUT WATER TO PREVENT DIRECT DISCHARGE TO
SURFACE WATERS STRUCTURAL CONTROLS MAY
CONSIST OF TEMPORARY BERMS. TEMPORARY SHALLOW
PITS. TEMPORARY STORAGE TANKS WITH SLOW RATE
RELEASE, OR OTHER REASONABLE MEASURES TO
PREVENT RUNOFF FROM THE CONSTRUCTION SITE
GENERAL
DITLLI
TABLE TOILETS
ORBE USED ON SITE TO CONTAIN
SANITARY WASTE. THEY SHALL BE LOCATED ON LEVEL
SURFACES AWAY FROM CULVERTS AND DITCHES PORTABLE
TOILETS SHALL BE CLEANED, MAINTAINED AND EMPTIED
REGULARLY THE WASTE SHALL BE TRANSPORTED AND 2
DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, STATE AND
FEDERAL REGULATIONS AND SHALL NOT BE DISCHARGED OR
BURIED ON SITE PORTABLE TOILETS MUST BE SECURELY
STAKED DOWN TO PREVENT TIPPING OVER
ARDOUS WASTE DISPOS I
HAZARDOUS AND TOXIC WASTE SHALL BE COLLECTED.
TEMPORARILY STORED AND LAWFULLY DISPOSED OF IN
ACCORDANCE WITH ALL LOCAL. STATE AND FEDERAL
REGULATIONS. CONTRACTOR'S PERSONNEL SHALL BE
EDUCATED, AS REQUIRED, ON HAZARDOUS AND TOXIC WASTE
HANDLING PROCEDURES
6 AONSTLL noilWHE I ►aSI E SL CONTROLS
A ALL MATERIALS S ORE ON- ISHALL BE STORED IN
A NEAT, ORDERLY MANNER AND UNDER AN ENCLOSURE
IF POSSIBLE MATERIALS SHALL BE STORED ON
IMPERMEABLE SURFACES AND IN LOCATIONS AWAY
FROM HIGH TRAFFIC AREAS WHENEVER PRACTICAL.
9 CONTRACTOR SHALL IMPLEMENT A PROGRAM TO
INVENTORY MATERIALS AND REDUCE OVERSTOCKED
MATERIALS STORED ON SITE
C PRODUCTS SHALL BE KEPT IN THEIR ORIGINAL
CONTAINERS UNLESS THEY ARE NOT RE -SEALABLE
WITH THE ORIGINAL MANUFACTURER'S LABEL AND
MATERIAL SAFETY DATA SHEETS (MSDS) SECONDARY
CONTAINMENT SHALL BE USED WHEN STORING
HAZARDOUS MATERIALS, WHEN PRACTICAL
0 ALL OF THE PRODUCT IN A CONTAINER SHALL BE
USED BEFORE DISPOSING a THE CONTAINER,
WHENEVER POSSIBLE
E ONLY PROPERLY TRAINED PERSONNEL SHALL HANDLE
HAZARDOUS MATERIALS
F SURPLUS PRODUCTS WILL BE DISPOSED OF FOLLOWING
THE MANUFACTURERS' RECOMMENDED METHOD FOR
PROPER DISPOSAL AND SHAL.I, BE IN ACCORDANCE
WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS
7 PETROLEUM PRODUCTS -
A ALL ONSITE VEHICLES SHALL BE MONITORED FOR
LEAKS AND RECEIVE REGULAR PREVENTIVE
NOTES
14
16
17
ALL MATERIALS AND WORKMANSHIP SHALL COMPLY WITH ALL
APPLICABLE TALLGRASS PIPELINE STANDARDS, CODES.
SPECIFICATIONS, LOCAL ORDINANCES, INDUSTRY STANDARDS 18
AND UTILITY COMPANY REQUIREMENTS
THESE DESIGN DRAWINGS PRESENT THE CIVIL CONCEPTS OF
THIS PROJECT AND ARE NOT INTENDED TO SERVE AS
CONTRACTOR'S SHOP DRAWINGS. CERTAIN ITEMS MAY NOT
BE COMPLETELY DETAILED ON THESE DRAWINGS SUCH
ITEMS SHALL BE CONSTRUCTED TO THE CODES AND
STANDARDS AS NOTED. THE STANDARDS AND
REOUIREMENTS OF THE. LOCAL JURISDICTION SHALL TAKE
PRECEDENCE
3 GRADING SHALL BE PERFORMED TO THE PLANS, ELEVATIONS,
PROFILES, SECTIONS, DETAILS AND SPECIFICATIONS UNLESS
APPROVAL HAS BEEN OBTAINED IN ADVANCE
s THE CONTRACTOR SHALL REQUEST UTILITY LOCATES AND
VERIFY ALL UNDERGROUND UTILITY LOCATIONS BEFORE
CONSTRUCTION THE LOCATION OF UNDERGROUND UTILITIES
WAS NOT PART OF THE DESIGN SURVEY THE CONTRACTOR
SHALL PROTECT AND MAINTAIN THE OPERATION OF ALL
EXISTING UTILITIES WITHIN THE CONSTRUCTION AREA
THROUGHOUT THE CONSTRUCTION PROCESS. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OF
ALL EXISTING UTILITIES WHICH ARE DISTURBED AS PART OF
THE CONTRACT THE CONTRACTOR SHALL COORDINATE ALL
WORK WITH THE RESPECTIVE UTILITY OWNERS
5 THE CONTRACTOR SHALL VERIFY THE LOCATION AND INVERT
ELEVATIONS OF ALL EXISTING UTILITIES AND STRUCTURES
WITHIN THE PROJECT AREA SEE MECHANICAL, STRUCTURAL.
AND ELECTRICAL DRAWINGS I0 VERIFY THE LOCATION OF
EXISTING AND NEW COMPONENTS
6 UTILITY SHUTDOWNS, INSPECTIONS. AND ACCEPTANCE. TESTS
SHALL BE COORDINATED IN ADVANCE WITH THE APPROPRIATE
AGENCIES
THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE
PROJECT OBJECTIVES WITH ALL UTILITY COMPANIES
8 DOWNTIME FOR UTILITIES SHALL BE HELD TO A MINIMUM
AND TEMPORARY BYPASSES SHALL BE PROVIDED WHERE
NECESSARY TO MAINTAIN PROPER SERVICE. OD NOT
INTERRUPT UTILITIES THAT ARE SERVING FACILITIES OCCUPIED
BY THE OWNER OR BY OTHERS UNLESS GRANTED IN
WRITING BY THE OWNER'S REPRESENTATIVE. AND ONLY
AFTER ARRANGING TO PROVIDE TEMPORARY SERVICES
ACCORDING TO THE REQUIREMENTS AS INDICATED.
THE LOCATION OF PROPERTY LINES. EXISTING STRUCTURES,
FIXTURES AND UNDERGROUND UTILITIES ARE DRAWN FROM
THE BEST AVAILABLE AS -BUILT AND SURVEYED INFORMATION.
THIS DOES NOT GUARANTEE THAT THE LOCATION OF
EXISTING ITEMS ARE EXACT OR COMPLETE
SITE CONSTRUCTION PRACTICES SHALL BE IN ACCORDANCE
WITH OSHA STANDARDS THE CONTRACTOR SHALL MAINTAIN
ON -SITE, LEGIBLE MATERIAL SAFETY DATA SHEETS FOR ALL
HAZARDOUS MATERIALS USED ON -SITE
ANY OFF -SITE IMPROVEMENTS FOUND DAMAGED SHALL BE
REPLACED 10 THE SATISFACTION OF THE INSPECTOR OR
OWNER'S REPRESENTATIVE OF THE AFFECTED AGENCY
THE WORK SCHEDULE SHALT BE COORDINATED WITH THE
OWNER'S REPRESENTATIVE AND WITH ANY LOCAL
ORDINANCES
THE CONTRACTOR SHALL SECURE THE JOB SITE AT THE END
OF EACH DAY ON -DUTY AND OFF -DULY CONTACTS AND
PHONE NUMBERS FOR THE CONTRACTOR SHALL BE
FURNISHED TO THE OWNER'S REPRESENTATIVE
THE CONTRACTOR SHALL COORDINATE WITH THE OWNER'S
REPRESENTATIVE TO MANAGE THE PROJECT'S IMPACT TO
SECURITY AND SAFETY MATTERS.
ANY REVISIONS MADE TO THE APPROVED PLANS REOUIRE
SUBSEQUENT APPROVAL BY THE APPROPRIATE AGENCY.
REMOVE SURPLUS SOIL MATERIAL, UNSUITABLE TOPSOIL,
OBSTRUCTIONS. DEMOLISHED MATERIALS AND WASTE
MATERIALS. INCLUDING TRASH AND DEBRIS. AND LEGALLY
DISPOSE OF THEM OFF SITE Al AN APPROVED LOCATION.
NO OPEN BURNING OF WASTE MATERIALS SHALL BE
PERMITTED ON THE SITE WITHOUT APPROVAL FROM THE
OWNERS REPRESENTATIVE AND APPROPRIATE REGULATORY
AGENCIES
DUST SHALL BE CONTROLLED AT ALL TIMES BY WATERING.
DIRT DEBRIS, TRASH OR OTHER CONSTRUCTION MATERIALS
SHALL BE CONTAINED WITHIN CONSTRUCTION BOUNDARIES AT
ALL. TIMES AND SHALL BE CLEANED AND REMOVED DAILY AS
NECESSARY EXCESS EXCAVATED MATERIALS SHALL BE
PROMPTLY DISPOSED OF TO AN APPROVED LOCATION AT
THE CONTRACTOR'S EXPENSE. EXCAVATED MATERIAL TO SE
REUSED AS BACKFILL MAY BE TEMPORARILY STOCKPILED
PER THE DIRECTION OF THE ON -SITE OWNER'S
REPRESENTATIVE, BUT MUST BE WATERED AND/OR COVERED
TO PREVENT BLOWING ONTO ADJACENT PROPERTIES THE
CONTRACTOR SHALL ALSO PREVENT CONSTRUCTION DEBRIS
FROM ENTERING ANY EXISTING STORM DRAINAGE REACHES
BY IMPLEMENTING PREVENTATIVE MEASURES SUCH AS
DAMMING OR TEMPORARY CLOSURES
ABBREVIATIONS:
BLDG Bl7TCDNC
C, CNTR CENTER
CONC CONCRETE
DIA DIAMETER
DND DO NOT DISTURB
DWGS DRAWINGS
ELEC ELECTRICAL
EXIST EXISTING
FT FINISHED FLOOR
FM FARM -TO -MARKET
HP HORSE POWER
KVA KILOVOLT -AMPERE
MAX MAXIMUM
MECH MECHANICAL
MIN MINIMUM
OC OFF -CENTER
OOS OUT OF SERVICE
PLC PROCESS LOGIC CONTROLLER
PMP PUMP
PROP PROPOSED
STD STANDARD
STRUC STRUCTURAL
TBR TO BE REMOVED
TOC TOP OF CONCRETE
NP TYPICAL
CO COLORADO
VFD VARIABLE FREQUENCY DRIVE
MASTER LEGENQ
- -5530-
5b,s 1-
5530--
5531
EXISTING CHAINLINK BARBWIRE FENC:
NEW CHAINLINK BARBWIRE FENCE
EXISTING FOREIGN PIPELINE
OVERHEAD ELECTRICAL
UNDERGROUND ELECTRICAL
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
MAJOR CONTOUR
MINOR CONTOUR
UNDERGROUND WATER MAN
EXISTING DRAINAGE DITCH
• ••
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'IRE HYDRANT
EXISTING UTILITY P01
EXISTING LIGH1 POLE
—NUMBER DESIGNATION OF DETAIL
DRAWING NUMBER WHERE
DETAIL IS LOCATED
PROPOSED GRADE
GRAVEL PAVEMENT
DEMOLITION LIMIIS
NATIVE GRASS RECLAIMED AREA
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375+51690
418751
GRAVEL DRIVE END OF RADIUS (Pt 7)
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3755374.'75
4766.00
GRAVEL DRIVE ENO 01 RADIV5 (PI 47)
2
137763156
3755511.90
476710
GRAVEL ORNE CENTER OF 25' RADR15
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325537577
475309
GMGVCE DRIVE END OF PADIId (P1 26)
3
1372608.7,
325551% 08
4767 71
GRAVES DRIVE END of RADIUS (Pr 2)
24
137323584
325537091
4783 18
GRAVEL D014 CENTER 01 5 RADIUS
PNOP0510
50' a1RMANLNI
•
1372567 97
325553715
415666
GRAVEL ORM CND 04 RADIUS (PI 5)
25
137]24015
SIS5}6]AI
4781.75
LAILv[l O. CENTER OR 30 RADIuS
PIPLLRIL fAS[MENI
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1377562.88
3255512 IS
4767 0?
GRAVEL ORNE CENTER OF 75 RADu5
26
137323654
325537591
478304
GRAVEL DRIVE ENO 07 RADIUS (PI 24)
6
1372!6766
3255517 15
4757 07
GRAVEL DRAFT CND M PAWS (PI 5)
27
131!775 43
3755302 OS
4783 09
GRAVEL DPNE END M RAMS (P1 25)
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'37260790
3256401 II
478899
GRAVEL DRNE ENO OF RACNU5 (PI 1)
78
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3255395.91
418373
GRAVEL 51774E ENO Of RADIUS (PI 75)
6
,17261266
3255396.99
478693
GRAVEL DRIVE CENTER Or 75 RADIUS
29
1373350.17
3255395.91
4762.18
CNAWLINA FENCE ENO
9
137761790
325540104
478912
GRAVEL DRIVE CENTER OF 10 RADIUS
30
137335007
3255375.91
4761.18
CNNNUNR FENCE ENO
ID
137261083
325539397
4789 D3
GRAVE? Off NE ENO OF RADIUS (PI 9)
31
137)350.63
3755452.78
4767.0➢
GRAVEL PAD CORNER
17
137258786
3255399.17
4766.95
GRAVEL DPW END OF RADIUS (RI 8)
32 1373400.31
325545229
478128
444N GATE ENO
17
131219520
325536131
475844
GRAVEL DONEENO 0f RADIUS (P7 0)
33 11373404.55
3255452 25
4781.21
L.4474 017E ENO
13
1372680.33
3255344.46
4791.40
GRAVEL URINE END Of RADUS (P1 14)
34 1113'73540.84
3255450.91
4779.00
GRAVEL PAD CORNER
35
1371539 98
3255364.96
4780.15
VAN GAIL END
t•
1372667 AO
32524151 53
479112
GRAVEL DONE CENTER O1 10' RADIUS
36
1373539 95
3755360.71
4765.20
VAN GAR END
15
137266740
325534153
479140
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37
1373538.34
325330001
478100
GRAVEL PAD CORNER
16
1377647.65
325537886
•192.77
GRAVEL DOM END OF RADIUS (P1 41)
38
137345377
3255301 73
478159
VAN GATE END
I
I7
137266533
3255321 53
479217
GRAVEL ORNE END Of RADIUS (PI 41)
39
137344933
3255301 77
•781.81
MAN GAIL CND
10
137313311
3)5534153
478602
GRAVEL DOM ENO Or NADIRS (Pt 19)
40
1373349.52
3255302.79
4767.30
GRAVEL PAD CORER
,p
1373133.11
3255351 53
471591
CIAVCI DOM l'ENI[V W 10- IU.DIl13
41
137264533
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476140
GRAVEL ORM CENTER 01 75' RA047S
70
1373138.01
3755342 67
4755 12
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42
1373134.42
3255346 53
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GRAVEL 130M CENTER OF 25' RADIUS
21
1373134.47
375512153
476602
GRAVEL DIM END Of RADIUS (P1 42)
PRELIMINARY - NOT
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\
fIST FOREIGN PIPELINE (TIP). PROPOSED CAYENNE
•
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PROPOSED 5D PERMANENT
' ANNDPr
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MATCNLINE- SEE THIS SHEET OR
EAIS1 10REIGN PIPELIM (TCP) -
- 4 A IC' RIP RAP PROIECIION (ITP)
1
3I4- 1000.200-0411 �.
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POINT TABLE
POINT 9
NORTHING
1 1373716.97
LASTING ELEVATION
2
1373591 97
3256760 15 4 764 94
3256761.55 476744
DESCRIPTION
3
1373591 67
3256734.59 476744
4
137359145
3256714 59 476744
S I ;373591 13
3256686.55 476744
6
1373612.82
3256686.31 4767.01
7 1373617.07
3256686 26 4766 92
8
1373716 12
3256685 15 4764.94
9
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3256689.71 4764.94
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3256'709 71 4764 94
11
1373725 67
GRAVEL PAD CORNER
GRAVEL PAD CORNER
CHAINLINK FENCE END
CHAINLINK FENCE END
GRAVEL PAD CORNER
MAN GATE END
MAN GATE END
GRAVEL PAD CORNER
CHAINLINK FENCE END
CHAINLINK FENCE END
3256689 60 4765.01 GRAVEL DRIVE ENI) OF RADIUS (PT 13)
12
1373750 39
3256664 33 476529 GRAVEL DRIVE END 01 RADIUS (PT I3)
In
COUNTY ROAD
POINT TABLE
POINT # NORTHING LASTING ELEVATION
DESCRIPTION
13 1373725 39 3256864.61 4151 49 GRAVEL DRIVE CENTER OF 25' RADIUS
14 1373770 89 3256709 10 4765 29
GRAVEL DRIVE CORNER
15 1373738 16 3255573 05 4773 11 GRAVEL DRIVE END OF RADIUS (P1 16)
16 137371318 325557333 4772.1 GRAVEL DRIVE CENTER OF 25' RADIUS
17 1373712 79 3255548.33 4773 40 GRAVEL DRIVE END OF RADIUS (P1 15)
18 1373758 15 3255572.58 4772 57 GRAVEL DRIVE END OF RADIUS (PT 19)
19 1373783 15 3255572.30 4772 74 GRAVEL DRIVE CENTER OF 25' RADIUS
20 1373782 78 3255547.31 4772.82 GRAVEL DRIVE END OF RADIUS (PT 19)
21 1373738 47 3256665 37 4 761 30
STORM CULVERT INVERT
22 1373783 80 3256665 54 4761 13
STORM Cut.VEP1 INVERT
23 1373731 37 3256344 80 4762 47
STORM CULVEPI INVERT
24 1373781.96 3256344 34 4 762 59
STORM CULVERT INVERT
PROPOSED O'CONNOR
LATERAL PIPELWE
/PROPOSED 50 PERMANENT -
PIPEIWE EASEMENT
5
314-1000-200-0413
1
314-1000 -200-0413
6
314-1000-200-0413
VATCHLINE- SE.F THIS SH'E.E' FOR CONTINUATION
A
1 Th, k C?7
- EAST 3ARBED
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PRELIMINARY - NOT
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C 14/11/14 01 64712
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REVISIONS
REVISIONS
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REFERENCE DRAWINGS
TALLGRASS
ENERGY
6SUE0 TOR DESIGN
NE NO 64712
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CAMITMC SRI
D
O'CONNOR METER STATION
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314-1000-200-0405
i
PROPOSED O. PERMANENT
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PIPELldf EASEMENT
— ExIs11NG FOREIGN PIPELINE (TIP) PROPOSED CHEYENNE
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t
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CONCRETE WASHOUT STRUCTURE (CW° 5
4-1110-2r0-0411
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714 -tA�0-21.0-04
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AGGREGATE PAVEMENT SECTION(7\
314- 1000— 200 -0202
A-
COWS IRtC1ION
Salt ACCESS ROAD —
INSTALL vE mitt
;RACKING COM1R(T_
Al CONSTRUCTION
ENTRANCE
ME Sall PLAN
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2Z — YA'CN WIG LNShalt 4 '2. SIN
44-4. —
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INSTALLATION NOTES:
1 SEE SEDIMENT AND EROSION CONTROL PLAN FOR GENERAL LOCATION OF STAGING AREA
CONTRACTOR MAY MODIFY LOCATION AND SIZE OF STABILIZED STAGING AREA OATH APPROVAL FROM
ENGINEER AND/OR CONTRACTING OFFICER
2 STABILIZED STAGING AREA SHALL BE SIZED APPROPRIATELY TO FULLY CONTAIN PARKING, STORAGE
AND UNLOADING AND LOADING OPERATIONS
3 STAGING AREA SHALL BE STABILIZED PRIOR TO ANY OTHER OPERATIONS ON THE SITE
4 THE STABILIZED STAGING AREA SHALL CONSIST OF 2- AGGREGATE A MINIMUM Of 8 INCHES THICK
5. STAGING AREA SHALL BE CONTAINED WITHIN THE SITES PERIMETER BMPS OR HAVE ADDITIONAL
PERIMETER BMPS (SILT FENCE) INSTALLED AROUND STAGING AREA
MAINTENANCE NOTES:
I THE CONTRACTOR SHALL INSPECT THE STABILIZED STAGING AREA WEEKLY AND MAINTAIN IT :N AN
EFFECTIVE CONDITION IT SHALL ALSO BE INSPECTED WITHIN 24 HOURS AFTER A STORM EVENT AND
REPAIRS OR CLEAN OUT OF UPSTREAM SEDIMENT SHOULD BE COMPLETED AS NEEDED
2. THE CONTRACTOR SHALL PROVIDE ADDITIONAL THICKNESS OF AGGREGATE MATERIAL IF ANY RUTTING
OCCURS OR UNDERLYING SUBGRADE BECOMES EXPOSED
3 STABILIZED STAGING AREA SHALL BE ENLARGED IF NECESSARY TO CONTAIN PARKING STORAGE AND
UNLOADING AND LOADING OPERATIONS
4 ANY ACCUMULATED DIRT OR MUD SHALL BE REMOVED FROM THE SURFACE OF THE STABILIZED
STAGING AREA
5 THE STABILIZED STAGING AREA SHALL BE REMOVED AT THE END OF CONSTRUCTION THE GRANULAR
MATERIAL SHALL BE REMOVED AND THE AREA TOPSOILED. SEEDED AND MULCHED
STABILIZED STAGING AREA /1.
NOT TO SCALE 31A-1000-200-0203
50 TWA
PAL AN
ACCESS ROAD Cut VEPI
1•f CAA :TOMS SEMEP
ACCESS ROAD
CULVERT PROFILE
NOT TO SCALE
4.Itt
dilkh
a�17
4-r AGGREGATE
1 - TAPE 2 FILTER FABRIC P.
ACCORDANCE MATH WAS - WOO
BETWEEN Sot AND ROCK
r IMMIL
314— WOO— 200-0202
INSTALL ROCK
FLUSH WITH
OR BLLO* TOP
Or PAVEMENT
W&C ROAD—\
COMPACTED _
SUBORAOE
a
l
y r .
•
—I--I=r-h--�— I
6. X '0- COSSON STONE RIP RAP
(SEE SPECIFICATIONS FOR RIP RAP,
BEDDING AND CEOTEx11LE MATEPULS)
4..A AGGREGATE
I I 111104 FABRIC 0.
K C.040ANCE WITS DIAS-6200
SECTION
OT TO SCALE
INSTALLATION NOTES:
1 SEC SEDIMENT AND EROSION CONTROL PLAN FOR GENERAL LOCATION OF VEHICLE TRACKING PAD
CONTRACTOR MAY MODIFY LOCATION AND SIZE OF THE VEHICLE TRACKING PAD WITH APPROVAL FROM
ENGINEER AND/OR CONTRACTING OFFICER
TIRE I BEDDING
COMPAC I ED SUBORADE
2 THE VEHICLE TRACKING PAD SHALL BE SIZED APPROPRIATELY TO ALLOW PROPER TRAFFIC FLOW AND TO
PREVENT TRACKING OF SEDIMENT OFF -SITE IF TRACKING PAD IS NOT EFFECTIVE AT CONTAINING
SEDIMENT THE CONTRACTOR SHALL STOP OPERATIONS AND MAKE MODIFICATIONS TO THE TRACKING PAD
TO PREVENT OFF -SITE TRACKING OF SEDIMENT
3 VEHICLE TRACKING PAD SHALL BE INSTALLED PRIOR TD ANY LAND DISTURBING ACTIVITIES
4 THE TRACKING PAD SHALL CONSIST OF 4-8" AGGREGATE A MINIMUM OF 8 INCHES THICK A NON- WOVEN
GEOTEXTILE FABRIC SHALL BE PLACED UNDER THE. TRACKING PAD PRIOR 10 THE PLACEMENT OF
AGGREGATE
S. A STABILIZED ENTRANCE/EXIT IS REQUIRED AT ALL ACCESS POINTS WHERE VEHICLES CAN ACCESS THE
CONSTRUCTION SITE FROM PUBLIC ROADS ANY OTHER ACCESS POINTS NO1 SHOWN ON THE PLANS
THAT THE CONTRACTOR ELECTS TO USE SHALL HAVE A VEHICLE TRACKING PAD INSTALLED AND THE
ENTRANCE/EXIT LOCATION
MAINTENANCE NOTES:
• THE CONTRACTOR SHALL INSPECT THE VEHICLE TRACKING PAD WEEKLY AND MAINTAIN IT IN AN EFFECTIVE
CONDITION. 11 SHALL ALSO BE INSPECTED WITHIN 24 HOURS AFTER A STORM EVENT AND REPAIRS
SHOULD BE COMPLETED AS NEEDED
THE CONTRACTOR SHALL PROVIDE ADDITIONAL THICKNESS OF AGGREGATE MATERIAL IF ANY RUTTING
OCCURS OR UNDERLYING SUBCRADE BECOMES EXPOSED. ROCK SHALL BE RE -APPLIED OR RE -GRADED
AS NECESSARY TO MAINTAIN A CONSTANT DEPTH OF THE AGGREGATE
3 SEDIMENT TRACKED ONTO PAVED ROADS SHALL BE REMOVED THROUGHOUT THE DAY AND AT THE. ENO Of
THE DAY BY SHOVELING OR SWEEPING SEDIMENT SHALL NOT BE WASHED INTO DRAINAGE SWALES.
DITCHES OR STORM SEWERS
a ALL AGGREGATE USED FOR THE VEHICLE TRACKING PAD SHALL BE REMOVED AT THE END OF
CONSTRUCTION THE AGGREGATE MATERIAL SHALL BE REMOVED AND EITHER SURFACED WITH GRAVEL OR
TOPSOILED, SEEDED AND MULCHED PER THE PLANS
VEHICLE TRACKING CONTROL
4
314-1000-200-0203
- SEE 511E
PUN FOR
INVERT ELEVATION
CONCRETE WASHOUT SIGN
9' (MN.)
3 1 ) 3
BERM
tY TOP WON
(a) OM)
Silty
INSTALLATION NOTES:
SEC SEDIMENT AND EROSION CONTROL PLAN FOR LOCATION OF CONCRETE WASHOUT AREA
2 THE CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE
3 VEHICLE TRACKING CONTROL IS REQUIRED AT THE ACCESS POINT
iN
PLAN
NOT TO SCALE
t2' (MN.)
I2 -(MN.)
1
n
B• (IS.)
MOH X IILI LINER
_ 25' (IS)
22 SIN COY/N SLOPE
—1/SE LaCAVAIED MATERIAL
TO CONSTRUCT COMPACTED
BERMS AROUND PERI/ETEP
— EXISTiNG GROUND SURFACE
7 oEPIN (NN)
r
r.
ir) SECTION
NOT TO SCALE
21 SIN SLOPE
NSIAtI VFNCU
;RACKING COTV1R0: AT
CONSTRUCTION CNTMANCE
vFter
(RAC. •.
f.ONl a:
4 SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE. Al THE WASHOUT AREA,AND ELSEWHERE AS
NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF
CONCRETE TRUCKS AND PUMP RIGS
5 EXCAVATION MATERIAL SHALL BE UTILIZED IN PERIMETER BERM CONSTRUCTION
MAINTENANCE NOTES:
THE CONCRETE WASHOUT AREA SHALL BE REPAIRED, ENLARGED OR CLEANED OUT AS NECESSARY 10
MAINTAIN CAPACITY FOR WASTED CONCRETE CONCRETE WASTE MATERIALS SHALL BE REMOVED ONCE THE
MATERIALS HAVE REACHED A DEPTH DT 2'
2 THE CONTRACTOR SHALL INSPECT THE CONCRETE WASHOUT AREA WEEKLY AND MAINTAIN IT IN AN EIFECIIVE.
CONDITION. IT SHALL ALSO BE INSPECTED WITHIN 24 HOURS AFTER A STORM EVE NT AND REPAIRS OR
CLEAN OUT OF SEDIMENT SHOULD BE. COMPLETED AS NEEDED
3 THE CONCRETE WASHOUT AREA SHALL REMAIN IN PLACE UNTIL ALL CONCRETE rOR THE PROJECT IS PLACED
4 THE CONCRETE WASHOUT AREA SHALL BE REMOVED Al THE END OF CONSTRUCTION THE CONCRETE WASTE
SWELL BE REMOVED AND DISPOSED OF IN ACCORDANCE WITH ALL LOCAL. STATE AND FEDERAL REGULATIONS.
AFTER REMOVAL OF Till WASTE MATERIAL THE AREA SHALL BE GRADED SMOOTH. TOPSOILED, SEEDED AND
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