know what's - georgetowncountysc.org · c:\users\bhartsell\documents\my autocad stuff\lilly...

$: Know what's - georgetowncountysc.org · C:\Users\bhartsell\Documents\my autocad stuff\Lilly signature.tif This drawing is not to be used for construction purposes unless signed and$
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8'' SS

8'' SS

8'' SS

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8'' SS

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8'' SS

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C:\Users\bhartsell\Documents\my autocad stuff\Lilly signature.tif

This drawing is not to be used for construction purposes

unless signed and sealed by the Engineer of Record and

stamped "Approved For Construction." Use of this

drawing for quantity take-offs and pricing is preliminary

until all applicable permits have been obtained.

12/4/17

C16

1 inch = ft.

( IN FEET )

0

20

Know what's

NOTES

1. ALL SPOT ELEVATIONS ARE FINISHED GRADE UNLESS OTHERWISE NOTED.

2. ALL AREAS SHALL HAVE POSITIVE DRAINAGE TO STORMWATER DRAINAGE SYSTEM.

3. SEE STORMWATER DRAINAGE PROFILE SHEETS FOR ADDITIONAL INFORMATION.

4. ALL PROPOSED WORK SHALL BE CONTAINED WITHIN THE RIGHT-OF-WAY AND TEMPORARY

CONSTRUCTION EASEMENTS.

5. CONTRACTOR SHALL VERIFY EXACT HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES

WITHIN WORK AREAS PRIOR TO BEGINNING EXCAVATION. CONTRACTOR SHALL CONTACT

ENGINEER AND RESPECTIVE UTILITY PROVIDER AND OBTAIN APPROVAL PRIOR TO ANY REQUIRED

UTILITY RELOCATIONS AND / OR ADJUSTMENTS.

6. SEE STANDARD NOTES SHEET AND DETAILS SHEETS FOR CONSTRUCTION SEQUENCE, DRAINAGE

NOTES, WATER NOTES, SEWER NOTES, AND STANDARD EROSION AND SEDIMENT CONTROL

NOTES.

7. CONTRACTOR SHALL VERIFY EX. 8" SEWER MAIN AND FORCE MAIN ELEVATIONS ON NORTH SIDE

OF HAGLEY DR. AND EX. 10" AND 12" WATER MAIN ELEVATIONS ON SOUTH SIDE OF HAGLEY DRIVE

PRIOR TO CONSTRUCTION. CONTRACTOR SHALL CONFIRM WITH GCW&SD AND ENGINEER PRIOR

TO CONSTRUCTION THAT SEWER SERVICE RELOCATIONS SHOWN ARE ADEQUATE.

8. GEORGETOWN COUNTY TO PROCURE ALL TEMPORARY CONSTRUCTION EASEMENTS.

9. ALL STORM DRAINAGE PIPING SHALL BE INSTALLED AND SEALED ACCORDING TO SCDOT

STANDARD DWG. 714-205-01, ON PROPER GRADE TO ALLOW FOR POSITIVE STORMWATER FLOW

WITHIN THE PIPE AND TO/FROM ADJACENT PIPES/CROSS LINES.

TYPICAL ALL DISTURBED

AREAS

PERMANENT STABILIZATION

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E - R

EF

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ET

EXISTING UTILITY SERVICES SHOWN ARE APPROXIMATE ONLY AND

DO NOT NECESSARILY REPRESENT ALL SERVICES PRESENT. NO

EXCAVATION OR ELECTRONIC DETECTION METHODS WERE USED.

STANTEC CONSULTING, INC. DOES NOT WARRANT THE LOCATION,

EXISTENCE OR PROPERTIES OF ANY UNDERGROUND UTILITY

WITHOUT EXCAVATION AND FIELD VERIFICATION.

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S

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FLOW ARROW

SURFACE SPOT ELEVATION

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LIMITS OF DISTURBANCE

RIGHT-OF-WAY / PROPERTY LINE

EXISTING CONTOUR

PROPOSED CONTOUR

SEDIMENT TUBES

ORANGE SAFETY FENCE

TEMP. CONST. ESMT. LINE

SHEET KEY

TYSON

DR.

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HAGLEY DR. CENTERLINE

DRAINAGE-ALIGNMENT A

TIE EX. DITCH

INTO PROP.

DITCH

SECTION

TEMP. CONST.

EASEMENT, TYP.

ORANGE SAFETY

FENCE, TYP.

LIMITS OF

DISTURBANCE, TYP.

ALL PIPE ENDS

SHALL BE BEVELED,

TYP.

REPLACE EX. SEWER

SERVICE, SEE PROFILE

SHEETS.

EX. UTILITY POLE TO REMAIN,

CONTRACTOR TO COORDINATE

W/ UTILITY PROVIDER.

10' TEMP. CONST.

EASEMENT

RELOCATE EX. WATER SERVICE

AND RESET METER, SEE PROFILE

SHEETS.

REPLACE EX. SEWER


SHEETS.




INSTALL & MAINTAIN

SEDIMENT TUBES PER SCDOT

STD. DWG. 815-205-00, TYP.

CROSS SECTION A LOCATION (STA

8+50), SEE CROSS SECTION SHEET.

INSTALL PERMANENT SEEDING

AND NAG SC150 LINER IN ALL

PROPOSED DITCH SECTIONS. ALL

STORMWATER PIPE ENDS SHALL

BE BEVELED. SEE DETAILS.

EXTENTS OF

1-1/2" ASPHALT

OVERLAY, TYP.

SEE DETAILS.

PROVIDE POSITIVE DRAINAGE

WITHIN RIGHT-OF-WAY TO

PROPOSED DRAINAGE

STRUCTURES AND PIPES, TYP.

INSTALL & MAINTAIN TYPE

A INLET STRUCTURE

FILTERS PER SCDOT STD.

DWG. 815-001-01, TYP. SEE

DETAILS.

TYPE A INLET PROTECTION

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W

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W

8'' SS

8'' SS

8'' SS

8'' SS

8'' SS

8'' SS8'' SS

8'' SS8'' SS

8'' SS8'' SS

8'' SS

8'' SS8'' SS

8'' SS

6'' S

S

6'' S

S

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W

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LDLD L

D

LDLD

LDLD

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LDLD

LDLDLDLDLD

LDLD

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LDLD

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12/4/17

C17

1 inch = ft.

( IN FEET )

0

20

Know what's

NOTES




4. ALL PROPOSED WORK SHALL BE CONTAINED WITHIN THE RIGHT-OF-WAY AND

TEMPORARY CONSTRUCTION EASEMENTS.

5. CONTRACTOR SHALL VERIFY EXACT HORIZONTAL AND VERTICAL LOCATION OF ALL

UTILITIES WITHIN WORK AREAS PRIOR TO BEGINNING EXCAVATION. CONTRACTOR

SHALL CONTACT ENGINEER AND RESPECTIVE UTILITY PROVIDER AND OBTAIN

APPROVAL PRIOR TO ANY REQUIRED UTILITY RELOCATIONS AND / OR ADJUSTMENTS.

6. SEE STANDARD NOTES SHEET AND DETAILS SHEETS FOR CONSTRUCTION SEQUENCE,

DRAINAGE NOTES, WATER NOTES, SEWER NOTES, AND STANDARD EROSION AND

SEDIMENT CONTROL NOTES.

7. CONTRACTOR SHALL VERIFY EX. 8" SEWER MAIN AND FORCE MAIN ELEVATIONS ON

NORTH SIDE OF HAGLEY DR. AND EX. 10" AND 12" WATER MAIN ELEVATIONS ON SOUTH

SIDE OF HAGLEY DRIVE PRIOR TO CONSTRUCTION. CONTRACTOR SHALL CONFIRM WITH

GCW&SD AND ENGINEER PRIOR TO CONSTRUCTION THAT SEWER SERVICE

RELOCATIONS SHOWN ARE ADEQUATE.



STANDARD DWG. 714-205-01, ON PROPER GRADE TO ALLOW FOR POSITIVE

STORMWATER FLOW WITHIN THE PIPE AND TO/FROM ADJACENT PIPES/CROSS LINES.


AREAS


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S

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FLOW ARROW


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EXISTING CONTOUR

PROPOSED CONTOUR

SEDIMENT TUBES

ORANGE SAFETY FENCE


SHEET KEY

TYSON

DR.

H

A

G

L

E

Y

D

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S

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TRAPEZOIDAL DITCH

SECTION (3' BOTT. WIDTH,

1.7:1 SIDE-SLOPES, MIN. 4'

SHOULDER (12H:1V), DEPTH

VARIES). SEE DRAINAGE

PROFILES.


TRAPEZOIDAL DITCH





PROFILES.


TEMP. CONST.

EASEMENT, TYP.

ORANGE SAFETY

FENCE, TYP.

LIMITS OF

DISTURBANCE, TYP.

TIE EX. GRADES INTO

PROP. DITCH SECTION AT

4:1 MAX. SLOPE, TYP.

ALL PIPE ENDS

SHALL BE BEVELED,

TYP.

RELOCATE EX. WATER SERVICE

AND LINE IF REQUIRED, SEE

PROFILE SHEETS.

REPLACE EX. SEWER


SHEETS.




5' TEMP. CONST.

EASEMENT

10' TEMP. CONST.

EASEMENT

INSTALL &

MAINTAIN

TYPE A INLET

STRUCTURE

FILTERS PER

SCDOT STD.

DWG.

815-001-01

PROP. 24"x36" DROP

INLET PER SCDOT

STD. DWG. 719-110-01.

TIE IN EX. 15" SLCPP.

REPLACE EX.

SEWER

SERVICE, SEE

PROFILE

SHEETS.

INSTALL &

MAINTAIN

SEDIMENT

TUBES PER

SCDOT

STD. DWG.

815-205-00,

TYP.

RELOCATE EX. WATER MAIN

BELOW PROP. BOX CULVERT IF

REQUIRED, SEE PROFILE SHEETS.






EXTENTS OF

1-1/2" ASPHALT

OVERLAY, TYP.

SEE DETAILS.

TYPE A INLET PROTECTION

PROVIDE POSITIVE DRAINAGE

WITHIN RIGHT-OF-WAY TO

PROPOSED DRAINAGE

STRUCTURES AND PIPES, TYP.

W

W

12'' W

12'' W

12'' W

12'' W

12'' W

12'' W

12'' W

12'' W

8'' W

8'' W

8'' W

8'' W

8'' W

8'' W

8'' W

8'' W

8'' W

8'' W

W

W

W

12'' W

12'' W

W

6'' S

S

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12/4/17

C18

1 inch = ft.

( IN FEET )

0

20

Know what's

NOTES








ENGINEER AND RESPECTIVE UTILITY PROVIDER AND OBTAIN APPROVAL PRIOR TO ANY

REQUIRED UTILITY RELOCATIONS AND / OR ADJUSTMENTS.


DRAINAGE NOTES, WATER NOTES, SEWER NOTES, AND STANDARD EROSION AND SEDIMENT

CONTROL NOTES.

7. CONTRACTOR SHALL VERIFY EX. 8" SEWER MAIN AND FORCE MAIN ELEVATIONS ON NORTH SIDE

OF HAGLEY DR. AND EX. 10" AND 12" WATER MAIN ELEVATIONS ON SOUTH SIDE OF HAGLEY

DRIVE PRIOR TO CONSTRUCTION. CONTRACTOR SHALL CONFIRM WITH GCW&SD AND ENGINEER

PRIOR TO CONSTRUCTION THAT SEWER SERVICE RELOCATIONS SHOWN ARE ADEQUATE.






AREAS


MATCHLINE - REFER TO NEXT SHEET







MA

TC

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IN

E - R

EF

ER

T

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RE

VIO

US

S

HE

ET

FLOW ARROW


LD



EXISTING CONTOUR

PROPOSED CONTOUR

SEDIMENT TUBES

ORANGE SAFETY FENCE


SHEET KEY

TYSON

DR.

H

A

G

L

E

Y

D

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S

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RELOCATE EX.

METER OUTSIDE

OF PROP. DITCH

SECTION.


TIE EX. DITCH INTO PROP.

DITCH SECTION

TEMP. CONST.

EASEMENT, TYP.

ORANGE SAFETY

FENCE, TYP.

LIMITS OF

DISTURBANCE, TYP.

TIE EX. GRADES INTO



RELOCATE EX. WATER SERVICE IF

REQUIRED, SEE PROFILE SHEETS.

RESET EX. WATER METER.

10' TEMP. CONST.

EASEMENT

TRAPEZOIDAL DITCH





PROFILES.

TRAPEZOIDAL DITCH





PROFILES.

TRAPEZOIDAL DITCH


3:1 SIDE-SLOPES, MIN. 4'



PROFILES.

TRAPEZOIDAL DITCH





PROFILES.

5' TEMP. CONST.

EASEMENT

20' T

EM

P.

CO

NS

T.

EA

SE

ME

NT

25' T

EM

P.

CO

NS

T.

EA

SE

ME

NT

INSTALL & MAINTAIN

SEDIMENT TUBES

PER SCDOT STD.

DWG. 815-205-00, TYP.

CROSS SECTION A LOCATION

(STA 16+00), SEE CROSS

SECTION SHEET.






EXTENTS OF

1-1/2" ASPHALT

OVERLAY, TYP.

SEE DETAILS.

INSTALL AND

MAINTAIN 47 SY

OF CLASS A

RIPRAP OUTLET

PROTECTION

PER SCDOT STD.

DWG. 804-310-00.

SEE DETAILS ON

SHEET C30

LDLD

LDLD

LDLD

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LDLD

LDLD

LDLD

LDLD

LD

LD

LD

LD

LD

LD

LD

LD

LD

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L

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LD

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12/4/17

C19

1 inch = ft.

( IN FEET )

0

20

Know what's

NOTES






5. CONTRACTOR SHALL VERIFY EXACT HORIZONTAL AND VERTICAL LOCATION OF ALL

UTILITIES WITHIN WORK AREAS PRIOR TO BEGINNING EXCAVATION. CONTRACTOR SHALL

CONTACT ENGINEER AND RESPECTIVE UTILITY PROVIDER AND OBTAIN APPROVAL PRIOR

TO ANY REQUIRED UTILITY RELOCATIONS AND / OR ADJUSTMENTS.


DRAINAGE NOTES, WATER NOTES, SEWER NOTES, AND STANDARD EROSION AND

SEDIMENT CONTROL NOTES.

7. CONTRACTOR SHALL VERIFY EX. 8" SEWER MAIN AND FORCE MAIN ELEVATIONS ON NORTH

SIDE OF HAGLEY DR. AND EX. 10" AND 12" WATER MAIN ELEVATIONS ON SOUTH SIDE OF

HAGLEY DRIVE PRIOR TO CONSTRUCTION. CONTRACTOR SHALL CONFIRM WITH GCW&SD

AND ENGINEER PRIOR TO CONSTRUCTION THAT SEWER SERVICE RELOCATIONS SHOWN

ARE ADEQUATE.



STANDARD DWG. 714-205-01, ON PROPER GRADE TO ALLOW FOR POSITIVE STORMWATER

FLOW WITHIN THE PIPE AND TO/FROM ADJACENT PIPES/CROSS LINES.


AREAS


MATCHLINE - REFER TO PREVIOUS SHEET







FLOW ARROW


LD



EXISTING CONTOUR

PROPOSED CONTOUR

SEDIMENT TUBES

ORANGE SAFETY FENCE


SHEET KEY

TYSON

DR.

H

A

G

L

E

Y

D

R

.

T

Y

S

O

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TRAPEZOIDAL

DITCH SECTION

(4' BOTT. WIDTH,

3:1 SIDE-SLOPES,

MIN. 4'

SHOULDER

(12H:1V), DEPTH

VARIES). SEE

DRAINAGE

PROFILES.


TEMP. CONST.

EASEMENT, TYP.

ORANGE SAFETY

FENCE, TYP.

LIMITS OF

DISTURBANCE, TYP.

TIE EX. GRADES INTO



20' T

EM

P.

CO

NS

T.

EA

SE

ME

NT

25

' T

EM

P.

CO

NS

T.

EA

SE

ME

NT

10' T

EM

P.

CO

NS

T.

EA

SE

ME

NT

25

' T

EM

P.

CO

NS

T.

EA

SE

ME

NT

INSTALL & MAINTAIN SEDIMENT

TUBES PER SCDOT STD. DWG.

815-205-00, TYP.






W

W

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W

W

W

WW

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LD

LD

LD

LD

LD

LD

LD

LD

LD

LD

LD

LD

LD

LD

LDLDLDLDLDLDLDLDLDLDLDLDLD

LD

LD LD LD LD LD LD LD LD LD LD LD LD LD

LD

LD

LD

LD







12/4/17

C20

1 inch = ft.

( IN FEET )

0

20

Know what's

NOTES








ENGINEER AND RESPECTIVE UTILITY PROVIDER AND OBTAIN APPROVAL PRIOR TO ANY REQUIRED

UTILITY RELOCATIONS AND / OR ADJUSTMENTS.

6. SEE STANDARD NOTES SHEET AND DETAILS SHEETS FOR CONSTRUCTION SEQUENCE, DRAINAGE

NOTES, WATER NOTES, SEWER NOTES, AND STANDARD EROSION AND SEDIMENT CONTROL NOTES.






AREAS


MATCHLINE - REFER TO NEXT SHEET







TRAPEZOIDAL DITCH





PROFILES.

KINGS RIVER RD.

CENTERLINE

DRAINAGE-ALIGNMENT B

START DRAINAGE-

ALIGNMENT B

TIE PROP. TOP OF DITCH

TO EX. GROUND

ELEVATIONS, TYP.

ORANGE SAFETY FENCE,

TYP. SEE DETAILS.

TIE TO EX. DITCH

GRADES

TIE PROP. TOP

OF DITCH TO EX.

GROUND

ELEVATIONS,

TYP.

INSTALL & MAINTAIN

SEDIMENT TUBES PER

SCDOT STD. DWG.

815-205-00, TYP. SEE

DETAILS.

LIMITS OF

DISTURBANCE, TYP.

TRAPEZOIDAL DITCH





PROFILES.

8' TEMPORARY

CONST. EASEMENT.

GEORGETOWN CO.

TO PROCURE.

8' TEMPORARY

CONST. EASEMENT.

GEORGETOWN CO.

TO PROCURE.

8' TEMPORARY CONST.

EASEMENT. GEORGETOWN

CO. TO PROCURE.

BEVELED PIPE

ENDS, TYP. SEE

DETAILS.

FLOW ARROW


LD



EXISTING CONTOUR

PROPOSED CONTOUR

SEDIMENT TUBES

ORANGE SAFETY FENCE


SHEET KEY

TYSON

DR.

H

A

G

L

E

Y

D

R

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T

Y

S

O

N

D

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H

A

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O

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D

.

EX. SEWER MAIN AND

FORCEMAIN TO REMAIN.

PROTECT IN PLACE.






EXTENTS OF

1-1/2" ASPHALT

OVERLAY, TYP.

SEE DETAILS.