E SPLOST 4 - Clarkston

CONCRETE

PARKING

(GEOID2012A) VERTICAL.

(2011) HORIZONTAL AND NAVD88

ZONE AS REFERENCED TO NAD83

PLANE COORDINATE SYSTEM, WEST

RELATIVE TO THE GEORGIA STATE

THIS PROJECT HAS BEEN PREPARED

LOCATION SKETCH

PLANS COMPLETED

MILES

0.000

NET LENGTH OF EXCEPTIONS

GROSS LENGTH OF PROJECT

NET LENGTH OF ROADWAY

NET LENGTH OF BRIDGES

NET LENGTH OF PROJECT

0.000

LENGTH OF PROJECT

REVISIONS

PREPARED BY:

DESIGN

MID-POINT COORDINATES

SPEED DESIGN:

PROJECT DESIGNATION: EXEMPT

FUNCTIONAL CLASSIFICATION

THIS PROJECT IS 100% IN

E 2274106.8526

N 1384539.5238

STA 102+60.76

CHURCH STREET TO ROGERS STREET

NORTH INDIAN CREEK DRIVE FROM

COUNTY: DEKALB

0.080

0.080

0.080

COUNTY No.089

N INDIAN CREEK DR.:

COLLECTOR

URBAN MAJOR

DEKALB COUNTY AND IS

100% IN CONG. DIST. NO. 4.

AREA

PROJECT

FREE

WAYST

ONE M

TN

I-285

PONCE DE LEON AVE

CHURCH ST

NORMAN RD

ROWLAND

ST

N I

NDI

AN CREE

K

DR

NOR

MAN RD

PROJECT

BEGIN

PROJECT

END

35 MPH (N INDIAN CREEK DR.)

25 MPH (ROWLAND ST.)

CITY OF CLARKSTONSPLOST 4

THE CITY OF CLARKSTON.

STATE HIGHWAY DEPARTMENT OF GEORGIA, AND SHALL BE DEEMED TO MEAN

DEPARTMENT ", OR " DEPARTMENT " WHEN THE CONTEXT THEREOF MEANS THE

HIGHWAY DEPARTMENT ", GEORGIA STATE HIGHWAY DEPARTMENT ", " HIGHWAY

WITH THIS DOCUMENT, TO " STATE HIGHWAY DEPARTMENT OF GEORGIA ", "STATE

DOCUMENTS, DRAWINGS, OR PHOTOGRAPHS USED, OR TO BE USED IN CONNECTION

ALL REFERENCES IN THIS DOCUMENT, WHICH INCLUDES ALL PAPERS, WRITINGS,

NOTE :

SUBSECTIONS 102.04, 102.05, AND 104.03 OF THE SPECIFICATIONS.

CLARKSTON IN ANY WAY. THE ATTENTION OF BIDDER IS SPECIFICALLY DIRECTED TO

SAME ARE SHOWN AS INFORMATION ONLY, ARE NOT GUARANTEED, AND DO NOT BIND THE CITY OF

FIELD INVESTIGATIONS AND ARE BELIEVED TO BE INDICATIVE OF ACTUAL CONDITIONS. HOWEVER, THE

INDICATED THEREBY, WHETHER BY DRAWINGS OR NOTES, OR IN ANY OTHER MANNER, ARE BASED UPON

THE DATA, TOGETHER WITH ALL OTHER INFORMATION SHOWN ON THESE PLANS OR IN ANYWAY

CITY MANAGER

ROBIN GOMEZ

PEDESTRIAN CROSSING IMPROVEMENTS

40 160

SCALE IN FEET

0 80

PROJECT NUMBERCOUNTY

100+00

101+00

102+00

202+00

103+00

104+00

105+00

105+58

105+58

200+00

201+00

NORTH INDIAN CREEK DR.

RO

WL

AN

D ST

REET

Engineering Solutions You Can Trust

Phone: 770 447 8999

www.wolvertoninc.com

6745 Sugarloaf Parkway Suite 100 Duluth, Georgia 30097

DEKALB

STA. 102+60.76

PROJECT MIDPOINT

RO

WL

AN

D ST

REET


CH

UR

CH ST

REET

RO

GE

RS ST

REET

TS

AT

E

O

G

F

E O RG

IA

1776

CO

NSTI

TUTION

JUSTIC

E

OMDER

ATION

DO

M

WIS

PROJECT A

E=2273926.3837

N=1384647.7953

STA. 100+50.31

BEGIN MILL & INLAY

BEGIN CONSTRUCTION

E=2273883.2436

N=1384673.6770

STA. 100+00.00

BEGIN PROJECT

E=2274124.7874

N=1384591.2875

STA. 201+85.00

ROWLAND STREET

LIMIT OF CONSTRUCTION

E=2274064.5405

N=1384488.6654

STA. 200+66.00

ROWLAND STREET


E=2274097.6422

N=1384545.0495

STA. 201+31.38

ROWLAND ST.

STA. 102+50.02 =


E=2274280.9557

N=1384421.7369

STA. 104+71.22

LIMIT OF MILL & INLAY

END CONSTRUCTION

E=2274302.9335

N=1384403.1576

STA. 105+00.00

END PROJECT

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST.

R/

W

EXIST.

R/

W

EXIST.

R/

W

EXIST.

R/

W

18TP032_01.dgn 2/25/2019 7:55:29 AM

DESCRIPTIONDESCRIPTION

INDEX

DRAWING NO. DRAWING NO.

02-

N. INDIAN CREEK RD. AT ROWLAND ST.

CLARKSTON PED ENHANCEMENTS

0001

# DATE

GA DOT STANDARDS & CONSTRUCTION DETAILS

GA DOT CONSTRUCTION DETAILS

DATE#EROSION CONTROL STANDARDS

EC-L7 03/2017 EROSION CONTROL LEGEND AND UNIFORM CODE SHEET (SHEET 7 OF 7)

EROSION CONTROL LEGEND AND UNIFORM CODE SHEET (SHEET 6 OF 7)EC-L6 11/2018






INLET SEDIMENT TRAPS 05/2008D-42

D-24C 01/2011 TEMPORARY SILT FENCE J-HOOKS, INLET SEDIMENT TRAPS

D-24A 01/2011 TEMPORARY SILT FENCE

DATE#GA DOT STANDARDS

9107 03/2006 TRAFFIC CONTROL DETAIL FOR LANE CLOSURE ON MULTI-LANE UNDIVIDED HIGHWAY

9100 03/2006 TRAFFIC CONTROL GENERAL NOTES, STANDARD LEGEND, AND MISCELLANEOUS DETAILS

9032B 11/2011 CONCRETE CURB AND GUTTER, CONCRETE CURBS, CONCRETE MEDIANS

1030D3 09/2001 CONCRETE AND METAL PIPE CULVERTS (SHEET 3 OF 3)



1019A-P 08/1999 PRECAST DROP INLETS

1019A 08/1999 DROP INLETS

T16a 03/2016 DETAILS OF SHARED BICYCLE LANE

T15c 09/2011 DETAILS OF RAISED PAVEMENT MARKERS

T15a 09/2016 DETAILS OF RAISED PAVEMENT MARKER LOCATION NON-LIMITED ACCESS ROADWAY

T14 11/2008 DETAILS OF PAVEMENT MARKING HATCHING

T13c 09/2016 DETAILS OF PAVEMENT MARKINGS - WORDS

T13b 09/2016 DETAILS OF PAVEMENT MARKINGS - WORDS

T13a 09/2016 DETAILS OF PAVEMENT MARKINGS - WORDS

T12b 04/2000 DETAILS OF PAVEMENT MARKINGS - ARROWS

T12a 01/2000 DETAILS OF PAVEMENT MARKING ARROW LOCATION

DETAILS OF PAVEMENT MARKING PLACEMENT ON NON-LIMITED ACCESS ROADWAYT11a 09/2016

DETAILS OF WARNING SIGNST05c 01/2000

DETAILS OF REGULATORY SIGNS (SHEET 2 OF 2)T05b 01/2000

DETAILS OF REGULATORY SIGNS (SHEET 1 OF 2) 01/2003T05a

TYPE 7,8 AND 9 SQUARE TUBE POST INSTALLATION DETAIL 07/2002T03a

DETAILS FOR TYPICAL FRAMING 03/2000T02

SIGN PLATES 01/2000T01

A-4 06/2009 DETECTABLE WARNING SURFACE TRUNCATED DOME SIZE, SPACING AND ALIGNMENT REQUIREMENTS

A-3 09/2016 SPECIAL DETAILS - CONCRETE SIDEWALK DETAILS CURB CUT (WHEELCHAIR) RAMPS

LISTED ON THE INDEX SHEET. FULL SIZED SHEETS MAY BE PURCHASED BY THE CONTRACTOR AT HIS EXPENSE FROM GDOT.

OBTAINING AND MAINTAINING ON THE PROJECT SITE THE GDOT STANDARD DRAWINGS AND THE CONSTRUCTION DETAIL DRAWINGS

KNOWN REVISION DATE BUT ARE NOT INCLUDED AS PART OF THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

THE GDOT STANDARDS AND CONSTRUCTION DETAILS REQUIRED FOR THIS PROJECT ARE LISTED IN THE INDEX WITH THE LATEST

54-0001

52-0001 TO 52-0007

51-0001

BMP LOCATION DETAILS

EROSION CONTROL LEGEND

ESPC GENERAL NOTES SHEET

27-0005 TO 27-0011

27-0001 TO 27-0004

26-0001

24-0001

23-0001 TO 23-0002

22-0001

13-0001

9-0001

5-0001 TO 5-0004

4-0001

2-0001

1-0001

SIGNAL DETAILS

SIGNAL PLANS

SIGNING AND MARKING PLANS

UTILITY PLANS

CROSS SECTIONS

DRAINAGE PROFILES

CONSTRUCTION PLANS

DETAILED ESTIMATE

TYPICAL SECTIONS

GENERAL NOTES

INDEX

COVER SHEET

REVISION DATES

DATE$$$

$USER$

$PRF8$

$$PENTABLE$$

$DGN$

$REF01$

$REF02$

$REF03$

$REF04$

$REF05$

TIME$$$

$REF06$

$REF07$

$REF08$

$REF09$

$REF10$

$REF11$

$REF12$

$REF13$

$REF14$

$REF15$

GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:


Phone: 770 447 8999



SPLOST 4

CITY OF CLARKSTON

PROJECT A

PROJECT NO.


Phone: 770 447 8999



18TP032_02.dgn 2/15/2019 4:59:03 PM

0001

GAS

TELECOMMUNICATIONS

CABLE

ELECTRIC

AT&T

COMCAST

WATER AND SEWER

GEORGIA POWER

OF WATERSHED MGMTDEKALB COUNTY DEPT

DULUTH, GA 30097 BIN 78641 3825 ROGERS BRIDGE ROADLAMONTE WASLIEN

PROPERLY OFF-SITE.

MATERIAL FOR THE PROJECT AND DISPOSE OF ANY UNSUITABLE OR WASTE MATERIAL

7. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FURNISH SUITABLE BORROW

REFER TO SUB-SECTION 107.07 OF THE GDOT STANDARD SPECIFICATIONS.

6. INGRESS AND EGRESS SHALL BE MAINTAINED AT ALL TIMES TO ADJACENT PROPERTIES,

COMPENSATION IF THE CONTRACTOR RELIES ON THE AREA SHOWN ON THE PLANS.

DETERMINE THE ACTUAL AREA TO BE GRASSED. NO CLAIMS WILL BE CONSIDERED FOR EXTRA

SHALL BID ON GRASSING, BY ACREAGE, AND IT SHALL BE HIS RESPONSIBILITY TO

CITY OF CLARKSTON ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY. THE CONTRACTOR

5. THE TOTAL AREA SHOWN ON THE PLANS FOR GRASSING IS FOR INFORMATION ONLY. THE

HAVE A SEPARATE PAY ITEM SHALL BE INCLUDED IN PRICE BID FOR GRADING COMPLETE.

RELIES ON THE AREA SHOWN ON PLANS. COST FOR ITEMS TO BE REMOVED WHICH D0 NOT

COMPLETE. NO CLAIMS FOR EXTRA COMPENSATION WILL BE CONSIDERED IF THE CONTRACTOR

CONTRACTORS RESPONSIBILITY TO DETERMINE THE ACTUAL AREA WHEN BIDDING ON GRADING

ONLY. CITY OF CLARKSTON ASSUMES NO RESPONSIBILITY FOR THE ACCURACY. IT IS THE

4. THE TOTAL AREA SHOWN ON THE PLANS FOR GRADING COMPLETE IS FOR INFORMATION

ATLANTA GAS LIGHT 404-922-3797 ATLANTA, GA 30309 10 PEACHTREE PLACE NECARLOS JAMES

ATLANTA, GA 30324 575 MOROSGO DRIVEANGELO HINES

305-409-1542

404-506-6539

800-624-9675VERIZON TELECOMMUNICATIONS

DECATUR, GA 30032 4572 MEMORIAL DRIVEBARON SAUSSY

404-731-3562

ATLANTA, GA 30309 1038 WEST PEACHTREE STREETBRAD SEARS

770-559-6052

ALPHARETTA, GA 30022 5055 NORTH POINT PARKWAYDEPARTMENTMCI NATIONAL FIBER SECURITY

BE OBLITERATED (BLACKOUT PAINT IS PROHIBITED).

11. ALL EXISTING PAVEMENT MARKINGS CONFLICTING WITH NEW PAVEMENT MARKINGS SHALL

SIGNS/POSTS/PAVEMENT MARKINGS THAT ARE DUPLICATED OR CONTRARY TO THESE PLANS.

10. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE REMOVAL OF ALL

PRIOR APPROVAL FROM COLLABORATIVE INFRASTRUCTURE SERVICES, INC. (404-909-5619).

CURRENT EDITION. NO SIGN LOCATION SHALL BE CHANGED BY THE CONTRACTOR WITHOUT

CONDITIONS WHERE NECESSARY, BUT SHALL BE WITHIN THE LIMITATIONS OF THE MUTCD,

9. SIGN ERECTION STATIONS ARE APPROXIMATE AND MAY BE ADJUSTED TO MEET FIELD

INSTALLATION DEPTH IS 3 FEET.

2 INCHES SQUARE WITH TWO AND ONE QUARTER INCH (2‚") ANCHOR STUBS. STANDARD

8. UNLESS OTHERWISE NOTED, SIGN POST SHALL BE STANDARD GALVANIZED 10 FEET LONG,

BE USED FOR ALL WARNING SIGNS.

7. TYPE 11 (VERY HIGH INTENSITY) FLUORESCENT YELLOW REFLECTIVE SHEETING SHALL

SERIES SIGNS (R1-1, R1-2, R1-3P, R5-1, R5-1A, R5-1B).

6. TYPE 11 (VERY HIGH INTENSITY) REFLECTIVE SHEETING SHALL BE USED FOR ALL RED

BACKING IS PERMISSIBLE.

BELOW OR SPECIFIED OTHERWISE IN THE PLANS. EITHER CLASS 1 OR CLASS 2 ADHESIVE

STANDARD HIGHWAY SIGNS REQUIRING REFLECTORIZED BACKGROUNDS EXCEPT AS SPECIFIED

5. TYPE 9 (VERY HIGH INTENSITY) REFLECTIVE SHEETING SHALL BE USED FOR ALL

4. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC UNLESS OTHERWISE NOTED.

PROVISIONS.

DEPARTMENT OF TRANSPORTATION STANDARD AND SPECIFICATIONS AND/OR SPECIAL

3. ALL INSTALLATION MATERIALS AND METHODS SHALL COMPLY WITH CURRENT GEORGIA

STANDARDS.

TRAFFIC CONTROL DEVICES (MUTCD), LATEST EDITION, AND ANY APPLICABLE GDOT

2. ALL SIGNS AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL ON UNIFORM

IN THE PRICE BID FOR THE SPECIFIC ITEM.

1. ALL ITEMS NECESSARY FOR COMPLIANCE WITH THESE REQUIREMENTS SHALL BE INCLUDED

GENERAL NOTES: SIGNING AND MARKING

OF TRAFFIC PLAN.

SERVICES, INC. (404-909-5619) PRIOR TO MAKING ANY REVISIONS TO THE MAINTENANCE

7. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM COLLABORATIVE INFRASTRUCTURE

NOT INTERFERE WITH SIGHT DISTANCES ALONG ANY ADJACENT SIDE ROAD OR DRIVEWAY.

6. ALL TRAFFIC CONTROL DEVICES SHALL BE MAINTAINED BY THE CONTRACTOR SO AS TO

TRAFFIC SHIFTS, MAXIMUM SPACING EQUALS THE DESIGN SPEED LIMIT FOR THE TAPER.

5. REFLECTORIZED DRUMS SHALL BE USED FOR CHANNELIZATION FOR TRAFFIC IN ALL

DEVICES.

PERIODIC CLEANING OF EXISTING SIGNS AND CONSTRUCTION RELATED TRAFFIC CONTROL

CONSTRUCTION. MAINTENANCE INCLUDES REPLACING DAMAGED OR STOLEN SIGNS, AND

4. EXISTING TRAFFIC SIGNS SHALL BE MAINTAINED BY THE CONTRACTOR THROUGHOUT

3. ALL SIGNS SHALL HAVE HIGH INTENSITY GRADE SHEETING.

TRAFFIC CONTROL DEVICES, (LATEST EDITION).

2. ALL SIGNS AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL ON UNIFORM

IN THE PRICE BID FOR TRAFFIC CONTROL, LUMP SUM.

1. ALL ITEMS NECESSARY FOR COMPLIANCE WITH THESE REQUIREMENTS SHALL BE INCLUDED

MAINTENANCE OF TRAFFIC NOTES:

DETAILS AND COLLABORATIVE INFRASTRUCTURE SERVICES, INC. (404-909-5619).

15. ALL SIDEWALK AND HANDICAP RAMPS SHALL BE IN ACCORDANCE WITH GDOT SPECIAL

GEORGIA STANDARD SPECIFICATIONS CURRENT EDITIONS, REGARDING EROSION CONTROL.

SHALL BE PLACED ACCORDING TO THE PLANS AND AS DIRECTED BY THE ENGINEER. SEE

REPLACE ANY SILT FENCE THAT IS NOT SATISFACTORY. ALL EROSION CONTROL DEVICES

CONTRACTOR'S RESPONSIBILITY TO MAINTAIN ALL SILT FENCES AND TO REPAIR OR

GRADING SHALL BE DONE UNTIL SILT FENCE INSTALLATION IS COMPLETE. IT IS THE

14. ALL SILT FENCES MUST BE PLACED AS ACCESS IS OBTAINED DURING CLEARING. NO

ON SITE INSPECTION OR AS DIRECTED BY THE ENGINEER.

EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED IF DEEMED NECESSARY BY

LAND DISTURBANCE ACTIVITIES AND SHALL BE MAINTAINED AT ALL TIMES. ADDITIONAL

13. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO OR CONCURRENT WITH

FOR ANY COSTS INCURRED TO COMPLY WITH THIS REQUIREMENT.

SPECIFIC PAY ITEMS IN THE DETAILED ESTIMATE. NO SEPARATE PAYMENT WILL BE MADE

FOR THOSE DRAINAGE ITEMS SHOWN AT SPECIFIC LOCATIONS IN THE PLANS AND HAVING

HAVE BEEN DAMAGED OR REMOVED, OR REGRADING AS REQUIRED BY THE ENGINEER, EXCEPT

LIMITED TO, REPLACEMENT OR RECONSTRUCTION OF EXISTING DRAINAGE STRUCTURES THAT

MAINTAINED AT ALL TIMES WITHIN THE PROJECT LIMITS. THIS MAY INCLUDE, BUT NOT BE

12. THE CONTRACTOR SHALL ENSURE THAT POSITIVE AND ADEQUATE DRAINAGE IS

DIRECTED BY THE ENGINEER. REFER TO SECTION 161 OF THE STANDARD SPECIFICATIONS.

SEASON DOES NOT PERMIT GRASSING, STRAW MULCH STABILIZATION SHALL BE USED AS

IMMEDIATELY AFTER THE SLOPES ARE ESTABLISHED IN ORDER TO REDUCE EROSION. IF THE

11. ALL CUT AND FILL SLOPES SHALL BE GRASSED AS DIRECTED BY THE ENGINEER

THE ENGINEER.

EXACT TYPE OF RAMP (TERMINAL OR ON CURB RADIUS) MAY BE MODIFIED AS DIRECTED BY

SIDEWALK TERMINATES AT CURB OR IS BISECTED BY DRIVEWAYS, IF NECESSARY. THE

10. CURB CUT (WHEELCHAIR) RAMPS SHALL BE CONSTRUCTED AT ALL POINTS WHERE

TRAFFIC CONTROL DEVICES, CURRENT EDITION, AND/OR AS DIRECTED BY THE ENGINEER.

SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM

ETC. REQUIRED FOR MAINTENANCE OF TRAFFIC DURING CONSTRUCTION. ALL TEMPORARY

SIGNAGE AND PAVEMENT MARKINGS, BARRICADES, CHANNELIZING DEVICES, DETOUR PAVING,

AGGREGATE SURFACE COURSE CONSTRUCTION, MAINTENANCE, AND REMOVAL OF TEMPORARY

9. PRICE BID FOR TRAFFIC CONTROL-LUMP SUM SHALL INCLUDE, BUT IS NOT LIMITED TO

PERMITTING WILL BE REQUIRED.

APPROVAL BY COLLABORATIVE INFRASTRUCTURE SERVICES, INC. (404-909-5619) AND

CONSTRUCTION. PAYMENT SHALL BE INCLUDED IN PRICE FOR TRAFFIC CONTROL LUMP SUM.

TRAFFIC PLAN USING THE GUIDELINES FOR APPROVAL BY THE ENGINEER BEFORE STARTING

8. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PREPARE A MAINTENANCE OF

909-5619) CONCERNING UTILITIES.

CONTRACTOR TO COORDINATE WITH COLLABORATIVE INFRASTRUCTURE SERVICES, INC. (404-

ON THE PROJECT IN ITS ORIGINAL, RELOCATED OR NEWLY INSTALLED POSITION.

THIS REQUIREMENT. "EXISTING UTILITY FACILITIES" MEANS ANY UTILITY THAT EXISTS

NOT RELIEVE THE CONTRACTOR OF THEIR RESPONSIBILITY UNDER

FACILITIES SUCH AS SERVICE LINES OR UNKNOWN FACILITIES NOT SHOWN ON PLANS WILL

AND ARE NOT NECESSARILY ACCURATE IN LOCATION AS TO PLAN OR ELEVATION. UTILITY

3. ALL KNOWN UTILITY FACILITIES ARE SHOWN SCHEMATICALLY ON CONSTRUCTION PLANS,

GEORGIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS, GUIDELINES AND DETAILS.

2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT CITY OF CLARKSTON AND

PROJECT AREA: 0.53 AC. - DISTURBED AREA: 0.01 AC

1. A NOTICE OF INTENT IS NOT REQUIRED FOR THIS PROJECT.

GENERAL NOTES:

GENERAL NOTES

04-




Phone: 770 447 8999



REVISION DATES

DATE$$$

$USER$

$PRF8$

$$PENTABLE$$

$DGN$

$REF01$

$REF02$

$REF03$

$REF04$

$REF05$

TIME$$$

$REF06$

$REF07$

$REF08$

$REF09$

$REF10$

$REF11$

$REF12$

$REF13$

$REF14$

$REF15$

GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:


Phone: 770 447 8999



SPLOST 4

CITY OF CLARKSTON

PROJECT A

PROJECT NO.

18TP032_04.dgn 2/15/2019 4:59:05 PM


Phone: 770 447 8999



0001

B

C

A

PAVEMENT SECTION

MILL ASPH CONC PVMT, 1.5 IN DEPTH

ONLY, INCL BITUM MATL & H LIME (165 LB/SY)

RECYCLED ASPH CONC 12.5 mm SUPERPAVE, GP 2

WITH POLYMERIC SAND

SAND SWEPT JOINTS

UNDISTURBED SUBGRADE

COMPACTED SUBGRADE OR

98% MODIFIED PROCTOR

LIMESTONE SCREENING

1" SAND SETTING BED (SHARP SAND OR

COLLABORATIVE INFRASTRUCTURE SERVICES, INC.

COORDINATE SELECTION AND APPROVAL WITH

PAVERS (3" THICK).

NATURAL FINISH RED 4"x8" PRECAST CONC.

CONC, 6 INCH THK

PLAIN PC CONC PVMT, CL 1

D CONCRETE PAVER MEDIAN - SEE DETAIL ON THIS SHEET

CONC HEADER CURB - 6 IN, TP 7

TYPICAL SECTIONS

05-

NOT TO SCALEN. INDIAN CREEK RD. AT ROWLAND ST.


A A

CL

GRADE

PROFILE

TRAVEL LANE

10'-0"

TRAVEL LANE

10'-0"

CL

GRADE

PROFILE

TRAVEL LANE

9'-3" TO 11'-5"

VARIES

LANE

BIKE

TO 4'-0"

0'-0"

VARIES

STA. 102+50 TO STA. 103+08

NORTH INDIAN CREEK DRIVE

TRAVEL LANE

10'-0" TO 12'-0"

VARIES

LANE

BIKE

TO 4'-0"

0'-0"

VARIES

AND GUTTER

EXIST. CURB

CONNECT TO

AND GUTTER

EXIST. CURB

CONNECT TO

AND GUTTER

EXIST. CURB

CONNECT TO

AND GUTTER

EXIST. CURB

CONNECT TO

CL

GRADE

PROFILE

AND GUTTER

EXIST. CURB

CONNECT TO

AND GUTTER

EXIST. CURB

CONNECT TO

STA. 100+50 TO STA. 101+89


STA. 103+08 TO STA. 104+71


LEFT TURN LANE

12'-0"

TRAVEL LANE

12'-0"

TRAVEL LANE

12'-0"

22'-5" TO 26'-5"

VARIES TO MATCH EXISTING

22'-4" TO 25'-9"


VARIES TO MATCH EXISTING VARIES TO MATCH EXISTING

RIGHT TURN LANE

9'-1" TO 10'-5"

VARIES

TRAVEL LANE

0'-0" TO 11'-2"

VARIES

CL

GRADE

PROFILE

TRAVEL LANE

9'-3" TO 11'-5"

VARIES

STA. 101+89 TO STA. 102+50


TRAVEL LANE

10'-0" TO 12'-0"

VARIES

AND GUTTER

EXIST. CURB

CONNECT TO

AND GUTTER

EXIST. CURB

CONNECT TO

RIGHT TURN LANE

0'-0" TO 9'-1"

VARIES 2'-0" 2'-0"

2'-0"2'-0"

22'-0" TO 22'-6"


21'-10" TO 22'-0"


21'-10" TO 22'-4"


22'-2" TO 23'-10"


MATCH EXIST. MATCH EXIST.



MATCH EXIST.MATCH EXIST.

C C

C C

B B

A

B

A

B

A

B

A

B

A

B

A

B

0'-0" TO 6'-6"

VARIES

LEFT TURN LANE

7'-9" TO 10'-6"

VARIES

0'-0" TO 6'-6"

VARIES

LANE

BIKE

4'-1"

TO

3'-10"

VARIES

LANE

BIKE

5'-2"

TO

3'-11"

VARIES

MEDIAN

RAISED

TO 7'-5"

0'-0"

VARIES

MEDIAN

RAISED

TO 7'-5"

0'-0"

VARIES

PRICE BID FOR CONCRETE PAVERS

ALL COSTS TO BE INCLUDED IN

D

D

REVISION DATES

DATE$$$

$USER$

$PRF8$

$$PENTABLE$$

$DGN$

$REF01$

$REF02$

$REF03$

$REF04$

$REF05$

TIME$$$

$REF06$

$REF07$

$REF08$

$REF09$

$REF10$

$REF11$

$REF12$

$REF13$

$REF14$

$REF15$

GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:


Phone: 770 447 8999



SPLOST 4

CITY OF CLARKSTON

PROJECT A

PROJECT NO.

TYPICAL SECTION 1

TYPICAL SECTION 3TYPICAL SECTION 4

TYPICAL SECTION 2

PAVER DETAIL

18TP032_05.dgn 2/15/2019 4:59:06 PM

05-0002

18TP032_05.dgn 2/15/2019 4:59:18 PM

05-0003

18TP032_05.dgn 2/15/2019 4:59:29 PM

05-0004

18TP032_05.dgn 2/15/2019 4:59:42 PM

0001

DETAILED ESTIMATE

09-



REVISION DATES

DATE$$$

$USER$

$PRF8$

$$PENTABLE$$

$DGN$

$REF01$

$REF02$

$REF03$

$REF04$

$REF05$

TIME$$$

$REF06$

$REF07$

$REF08$

$REF09$

$REF10$

$REF11$

$REF12$

$REF13$

$REF14$

$REF15$

GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:


Phone: 770 447 8999



SPLOST 4

CITY OF CLARKSTON

PROJECT A

PROJECT NO.

18TP032_09.dgn 2/15/2019 4:59:44 PM

0001

CONCRETE

PARKING

SS

M

M

M

SS

SS

MB

WW

D-3

W

W

W

MB

MB

W

W W

W

SS

T

W

W

ELEV. 1011.80

E 2274132.3145

N 1384573.5461

STA. 102+65.10, 42.27' LT

CONTROL POINT No. D-3

PB

PB

PB

PB

PB

100+00

101+00

102+00

103+00

104+00

105+00

P.T. 105+57.87



CURB & GUTTER

RETAIN EXISTING

CURB & GUTTER

RETAIN EXISTING

CURB & GUTTER

RETAIN EXISTING

CURB & GUTTER

RETAIN EXISTING

STA. 104+71.22


END CONSTRUCTION

TIE TO EXISTING

OFF. 24.29' RT

STA.102+02.21

BEGIN SIDEWALK

TIE TO EXISTING

OFF. 26.19' RT

STA. 120+90.08

END SIDEWALK

TYPE B

GDOT DETAIL A-3

TIE TO EXISTING

OFF. 24.53' LT

STA. 101+97.66

BEGIN SIDEWALK

TYPE B

GDOT DETAIL A-3

RO

WL

AN

D ST.

RO

WL

AN

D ST.

CH

UR

CH ST.

RO

GE

RS ST.

E= 7.00

R= 1050.00

L= 241.75

T= 121.41

E= 2274258.4330

N= 1384448.5838

PI Sta= 104+37.53

Curve# 1

Curve #1

STA. 201+85.00


STA. 200+66.00


STA. 100+50.31

BEGIN MILL & INLAY

BEGIN CONSTRUCTION

STA. 102+53.94

2R

2R

R11.63R

TYPE B

DETAIL A-3

GDOT

102+43.93

STA.

STA. 100+00.00

BEGIN PROJECT

TYPE B

A-3

GDOT DETAIL

17'RT

+41

18'RT

+59

2'

RT

+03

2'

RT

+90

2'LT

+90

17'LT

+40

3'LT

+43

4'

RT

+863'RT

+553'RT

+43

3'LT

+55

4'

RT

+86

4'

RT

+91

0'

RT

+06

4'LT

+06

4'LT

+86

18'LT

+57

2'

RT

+98

10'

RT

+10

2'LT

+98

11'LT

+11

3'LT

+65

1'

RT

+65

9'

RT

+53

12'LT

+52

(TYP)R 2'

(TYP)

R 2'

STA. 201+31.38

ROWLAND ST.

STA. 102+50.02 =


STA. 105+00.00

END PROJECT

OFF. 28.36' RT

STA. 102+02.33

BEGIN 6" HEADER CURB

30

R

28

R

OFF. 41.32' LT

STA. 102+32.58

END SIDEWALK RAMP

OFF. 41.11' LT

STA. 102+65.64

BEGIN SIDEWALK RAMP

27

R

OFF. 39.72' RT

STA. 102+67.09

BEGIN SIDEWALK RAMP

30

R

200+00

201+00

202+00

203+00

103+16.12

P.

C.

STA. 103+08

WITH TP 7 FACE

PAVER MEDIAN

END 6" CONC.WITH TP 7 FACE, STA. 101+89

BEGIN 6" CONC. PAVER MEDIAN

STA. 201+85.00, OFFSET 12'RT

TIE TO EXISTING CURB & GUTTER

STA. 201+85.00, OFFSET 12'LT


OFFSET 12'RT

STA. 200+66.00

CURB & GUTTER

TIE TO EXISTING

OFFSET 12'LT

STA. 200+66.00

CURB & GUTTER

TIE TO EXISTING

OFFSET 22'RT

STA. 102+07.47

CURB & GUTTER

TIE TO EXISTING

STA. 102+06.76, OFFSET 22'LT


TIE TO EXISTING

OFF. 23' LT

STA. 102+85.74

END CURB & GUTTER

END SIDEWALK

OFFSET 22' RT

STA. 102+87.14

CURB & GUTTER

TIE TO EXISTING

12'LT

+8012'RT

+82

12'LT

+84

12'RT

+82

ELEVATED CUT THROUGHS

ISLAND WITH 2"

6" CONC. INTEGRAL

ELEVATED CUT THROUGHS

ISLAND WITH 2"

6" CONC. INTEGRAL

OFF. 39.97' RT

STA. 102+33.25

END 6" HEADER CURB

END SIDEWALK RAMP

A-2

A-1 18"

MAINLINE PLAN

13-



KRISTINE H. LOHRN/F

THU HA THI NGUYENN/F

HA THU THI NGUYENN/F

CALVIN MOODYN/F

RUTH P. KNIGHTRENITA I. KNIGHT &

N/F

BAPTIST CONVENTION, INC.BOARD OF THE SOUTHEN

THE NORTH AMERICAN MISSION N/F





EXIST. R/W EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIS

T.

R/

W

EXIS

T.

R/

W

EXIS

T.

R/

W

EXIS

T.

R/

W

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIS

T.

R/

W

GROUP, LLC

TOV EQUITY

N/F

REVISION DATES

DATE$$$

$USER$

$PRF8$

$$PENTABLE$$

$DGN$

$REF01$

$REF02$

$REF03$

$REF04$

$REF05$

TIME$$$

$REF06$

$REF07$

$REF08$

$REF09$

$REF10$

$REF11$

$REF12$

$REF13$

$REF14$

$REF15$

GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

EASEMENT FOR CONSTR

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS

& MAINTENANCE OF SLOPES

C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

20

SCALE IN FEET

0 40 80ORANGE BARRIER FENCE

LIMIT OF ACCESS

BEGIN LIMIT OF ACCESS............BLA

END LIMIT OF ACCESS..............ELA

REQ'D R/W & LIMIT OF ACCESS

(SEE ERIT TABLE)

ESA - ENV. SENSITIVE AREA


Phone: 770 447 8999



SPLOST 4

CITY OF CLARKSTON

PROJECT A

PROJECT NO.

18TP032_13-0001.dgn 2/15/2019 4:59:47 PM

DRAINAGE PROFILES

22-



1" = 20' HORIZ.

SCALE: 1" = 5' VERT.

0001

A-1A-2

10-YR HGL ELEVATION

REVISION DATES

DATE$$$

$USER$

$PRF8$

$$PENTABLE$$

$DGN$

$REF01$

$REF02$

$REF03$

$REF04$

$REF05$

TIME$$$

$REF06$

$REF07$

$REF08$

$REF09$

$REF10$

$REF11$

$REF12$

$REF13$

$REF14$

$REF15$

GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:


Phone: 770 447 8999



SPLOST 4

CITY OF CLARKSTON

PROJECT A

PROJECT NO.


Phone: 770 447 8999



1000

1005

1010

1015

1000

1005

1010

1015

H = 7.50'

IN

V.

OUT = 1003.24

IN

V. I

N (E

XIST) = 1003.24

IN

V. I

N (

A-2) = 1006.16

TOP = 1009.86

ST

A. 102+33,

OFFSET 4' LT

DR

OP I

NLET

GD

OT ST

D. 1019

A-E

GROUND

PROPOSED

GROUND

EXISTING

18" RCP @ 0.92%EXIST. 52LF -

18" RCP @1.70%

28LF -

EXISTI

NG

CAT

CH

BASI

N

H = 5.50

IN

V.

OUT = 1006.62

TOP = 1011.24

ST

A. 102+61,

OFFSET 4' LT

EXTE

NDE

D

W1=4.5'

DR

OP I

NLET

GD

OT ST

D. 1019

A-E

MO

DIFIE

D

SEWER LINE

SANITARY

EXIST. 8" VCP

18TP032_22.dgn 2/15/2019 4:59:48 PM

0001

EARTHWORK CROSS SECTIONS

23-

1" = 10' HORIZ.

SCALE: 1" = 10' VERT. N. INDIAN CREEK RD. AT ROWLAND ST.

CLARKSTON PED ENHANCEMENTS17.27

34.34

-17.55

-34.10

990

1000

1010

1020

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140

101+60

990

1000

1010

1020990

1000

1010

1020

1030

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140

101+90

990

1000

1010

1020

1030990

1000

1010

1020

1030

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140

102+00

990

1000

1010

1020

1030990

1000

1010

1020

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140

102+43

990

1000

1010

10201000

1010

1020

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140

102+50

1000

1010

10201000

1010

1020

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140

102+55

1000

1010

1020

-17.97

17.52

-17.46

16.90

1005.6

9

1007.3

8

1007.9

3

1010.2

2

1010.5

7

1010.8

1

1005.69

1010.57

-23.36

23.21

-22.41

22.30

-29.92

-22.17

21.99

2.0%6:1

1.5%

0.4%

0.0%

1.0%

1.1%

1.2%

2.6%

2.6%

2.6%

1.5%

1.1%

1.0%

ELEV= 1007.95

OFFSET= -1.84

ELEV= 1007.89

OFFSET= 1.53

ELEV= 1007.39

OFFSET= -1.62

ELEV= 1007.37

OFFSET= 1.61

ELEV= 1010.26

OFFSET= -2.79

ELEV= 1010.19

OFFSET= 2.58

ELEV= 1010.85

OFFSET= -3.06

ELEV= 1010.76

OFFSET= 2.91

BEGIN MEDIAN

BEGIN MEDIAN

END MEDIAN

-26.07

27.43

-26.35

24.47

REVISION DATES

DATE$$$

$USER$

$PRF8$

$$PENTABLE$$

$DGN$

$REF01$

$REF02$

$REF03$

$REF04$

$REF05$

TIME$$$

$REF06$

$REF07$

$REF08$

$REF09$

$REF10$

$REF11$

$REF12$

$REF13$

$REF14$

$REF15$

GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:


Phone: 770 447 8999



SPLOST 4

CITY OF CLARKSTON

PROJECT A

PROJECT NO.

18TP032_23.dgn 2/15/2019 5:29:27 PM

0002

EARTHWORK CROSS SECTIONS

23-

1" = 10' HORIZ.

SCALE: 1" = 10' VERT. N. INDIAN CREEK RD. AT ROWLAND ST.


1000

1010

1020

1030

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140

103+00

1000

1010

1020

10301000

1010

1020

1030

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140

103+06

1000

1010

1020

10301000

1010

1020

1030

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140

103+50

1000

1010

1020

10301000

1010

1020

1030

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140

104+00

1000

1010

1020

10301000

1010

1020

1030

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140

104+50

1000

1010

1020

1030

1012.7

3

1013.0

0

1014.8

3

1016.6

5

1018.2

5

1014.83

1016.65

1018.25

-22.54

22.12

-22.42

22.07

-22.01

22.34

-22.23

22.04

-22.81

22.15

2.8%

2.8%

3.9%

5.0%

5.2%

2.4%

2.8%

4.0%

5.1%

5.3%

ELEV= 1012.83

OFFSET= -3.75

ELEV= 1012.68

OFFSET= 1.64

ELEV= 1012.99

OFFSET= 0.30ELEV= 1013.10

OFFSET= -3.75

END MEDIAN

REVISION DATES

DATE$$$

$USER$

$PRF8$

$$PENTABLE$$

$DGN$

$REF01$

$REF02$

$REF03$

$REF04$

$REF05$

TIME$$$

$REF06$

$REF07$

$REF08$

$REF09$

$REF10$

$REF11$

$REF12$

$REF13$

$REF14$

$REF15$

GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:


Phone: 770 447 8999



SPLOST 4

CITY OF CLARKSTON

PROJECT A

PROJECT NO.

18TP032_23.dgn 2/15/2019 5:29:27 PM

0001

OTHERWISE NOTED

ALL UTILITIES TO REMAIN UNLESS

NOTE:

CONCRETE

PARKING

18"RCP

18"RCP

30"R

CP

30"RCP

24"RCP

24"RCP

15"RCP

18"R

CP

(A)

(B)

18"R

CP

15"RCP

15"RCP

(B)

(A)

15"RCP

15"RCP

15"RCP

15"RCP

4"P

VC

(A)

(B)

15"RCP

15"R

CP

48"C

MP

15"C

MP

(B)

(A)

15"R

CP1

0"C

MP

15"RCP

(A)

(B) 15"RCP

OUT=98

7.05

IN=98

7.19

TOP=996.

35

SSMH

OUT=99

6.39

IN=99

6.49

TOP=1007.2

5

SSMH

OUT=10

00.2

2

IN (

C)=10

00.4

4

IN (

B)=10

00.0

0

IN (

A)=10

00.5

2

TOP=1010.8

6

SSMH

(A)

(B)

(C)

8"

VCP

8" VCP

8"

VCP

8"

VCP

8"

VCP

8" PVC

8" PVC

8" PVC

8" PVC

8" PVC8" PVC

OUT=99

1.42

IN=99

1.52

TOP=996.

72

SWCB

SS

OUT=99

1.48

IN=99

1.54

TOP=997.

90

SWCB

M

M

OUT=99

2.10

IN=99

2.34

TOP=998.

20

DWCB

OUT=99

2.05

TOP=998.

41

DWCB

M

SS

OUT=10

03.7

9

IN (

B)=10

04.0

9

IN (

A)=10

04.8

9

TOP=1009.8

9

SWCB

OUT=10

05.2

0

TOP=1010.8

0

DWCB

I.E.=

1010.7

9

SS

6"CPP

OUT=10

05.3

0

TOP=1011.7

0

SWCB

OUT=10

02.8

6

IN (

B)=10

02.7

6

IN (

A)=10

04.8

8

TOP=1011.0

6

SWCB

MB

WW

W

W

W

OUT=10

07.3

9

IN=10

07.6

1

TOP=1012.7

3

SWCB

MB

MB

W

OUT=10

09.3

4

IN (

B)=10

09.3

4

IN (

A)=10

12.9

4

TOP=1014.6

4

DI

W W

W

OUT=10

17.3

9

TOP=1019.1

5

DI

OUT=10

14.1

6

IN (

B)=10

14.5

6

IN (

A)=10

14.3

8

TOP=1019.4

2

SWCB

SS

DEPTH

OF PI

PES)

PIPE

SIZE

DUE TO

(UNABLE

TO

OBTAIN

OUT=10

01.1

8

IN (

B)=10

01.2

4

IN (

A)=10

01.2

4

TOP=1019.9

0

SSMH

(A)

(B)

OUT=10

15.1

9

IN (

B)=10

15.3

9

IN (

A)=10

16.9

1

TOP=1020.3

7

SWCB

OUT=10

16.9

6

IN=10

16.9

6

TOP=1020.9

2

SWCB

T

(PIP

ES ARE

RECESSED)

(CENTE

R OF

STRUCTURE)

OUT=10

14.1

4

TOP=1021.9

0

SDMH

W

W

OUT=10

14.1

6

IN=10

14.5

2

TOP=1022.6

4

SDMH

OUT=10

17.5

7

TOP=1024.6

7

OCS

UN

AB

LE

TO

OB

TAIN PIP

E SIZ

E

DU

E

TO

DEP

TH

OF PIP

E

UNABLE TO OBTAIN PIPE SIZE

DUE TO DEPTH OF PIPE

UNABLE TO OBTAIN PIPE SIZEDUE TO DEPTH OF PIPE

APP

RO

X.

DIR

EC

TIO

N

APP

RO

X.

DIR

EC

TIO

N

PB

PB

PB

PB

PB

100+00

101+00

102+00

103+00

104+00

105+00

P.T. 105+57.87



STA. 104+71.22


END CONSTRUCTION

RO

WL

AN

D ST.

RO

WL

AN

D ST.

CH

UR

CH ST.

RO

GE

RS ST.

E= 7.00

R= 1050.00

L= 241.75

T= 121.41

E= 2274258.4330

N= 1384448.5838

PI Sta= 104+37.53

Curve# 1

Curve #1

STA. 201+85.00


STA. 200+66.00


STA. 100+50.31

BEGIN MILL & INLAY

BEGIN CONSTRUCTION

STA. 100+00.00

BEGIN PROJECT

STA. 201+31.38

ROWLAND ST.

STA. 102+50.02 =


STA. 105+00.00

END PROJECT

200+00

201+00

202+00

203+00

103+16.12

P.

C.

UTILITY PLANS

24-



KRISTINE H. LOHRN/F



CALVIN MOODYN/F


N/F








EXIST. R/W

EXIST. R/W

EXIS

T.

R/

W

EXIS

T.

R/

W

EXIS

T.

R/

W

EXIS

T.

R/

W

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIS

T.

R/

W

GROUP, LLC

TOV EQUITY

N/F

REVISION DATES

DATE$$$

$USER$

$PRF8$

$$PENTABLE$$

$DGN$

$REF01$

$REF02$

$REF03$

$REF04$

$REF05$

TIME$$$

$REF06$

$REF07$

$REF08$

$REF09$

$REF10$

$REF11$

$REF12$

$REF13$

$REF14$

$REF15$

GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

EASEMENT FOR CONSTR



CONSTRUCTION LIMITS


C F

REQUIRED R/W LINE


20

SCALE IN FEET


LIMIT OF ACCESS




(SEE ERIT TABLE)



Phone: 770 447 8999



SPLOST 4

CITY OF CLARKSTON

PROJECT A

PROJECT NO.

18TP032_24-0001.dgn 2/15/2019 4:59:51 PM

0001

CHAIN LINK FENCE

CHAIN LINK FENCE

CHAIN LINK FENCE

CHAIN LINK FENCE

BUIL

DIN

G

CONCRETE

DRIVE

BUS STOP

COVERED

#951 ROWLAND STREET

FRAME RESIDENCE

1-STORY

CONCRETE

PARKING

MB

D-3

MB

MB

PB

PB

PB

PB

PB

100+00

101+00

102+00

103+00

104+00

105+00

P.T. 105+57.87



STA. 104+71.22


END CONSTRUCTION

RO

WL

AN

D ST.

RO

WL

AN

D ST.

CH

UR

CH ST.

RO

GE

RS ST.

E= 7.00

R= 1050.00

L= 241.75

T= 121.41

E= 2274258.4330

N= 1384448.5838

PI Sta= 104+37.53

Curve# 1

Curve #1

STA. 201+85.00


STA. 200+66.00


STA. 100+50.31

BEGIN MILL & INLAY

BEGIN CONSTRUCTION

STA. 100+00.00

BEGIN PROJECT

STA. 201+31.38

ROWLAND ST.

STA. 102+50.02 =


STA. 105+00.00

END PROJECT

200+00

201+00

202+00

203+00

103+16.12

P.

C.

18"

SIGNING AND MARKING PLANS

26-



KRISTINE H. LOHRN/F



CALVIN MOODYN/F


N/F








EXIST. R/W

EXIST. R/W

EXIS

T.

R/

W

EXIS

T.

R/

W

EXIS

T.

R/

W

EXIS

T.

R/

W

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIS

T.

R/

W

GROUP, LLC

TOV EQUITY

N/F

THERMOPLASTIC

5" SOLID WHITE (TYP.)

THERMOPLASTIC

10' SEG. 30' GAP. (TYP.)

5" SKIP WHITE

THERMOPLASTIC

2' SEG. 6' GAP. (TYP.)

5" SKIP WHITE

THERMOPLASTIC

5' SOLID DOUBLE YELLOW (TYP.)THERMOPLASTIC

TYPE 2 ARROW (TYP.) THERMOPLASTIC

TYPE 1 WORD (TYP.)

THERMOPLASTIC

TYPE 1 ARROW (TYP.)

THERMOPLASTIC

TYPE 3 ARROW (TYP.) THERMOPLASTIC

TYPE 2 ARROW (TYP.)

THERMOPLASTIC

TYPE 4 SYMBOL (TYP.)

12'

12'

12'

R3-17

BIK

E L

ANE

R10-6

W11-15

R10-6

W11-15

36" x 36"

24" x 12"

24" x 36"

24" x 36"

36" x 36"

24" x 12"

24" x 18"

R3-17bP

EN

DS

24" x 8"

30" x 36"

36" x 36" x 36"

36" x 36" x 36"30" x 36"

EXIST. SIGN

REMOVE

OFFSET 33' RT

ST

A. 101+03

OFFSET 17' RT

STA. 200+89

OFFSET 32' LT

ST

A. 103+69

OFFSET 32' LT

ST

A. 103+33

OFFSET 18' LTSTA. 201+81

OFFSET 18' LT

STA. 200+86

REPLACE SIGN

REMOVE AND

EXISTING CROSSWALK

DO NOT REPLACE

17 SQ. YDS.

DETAIL B (WHITE)

17 SQ. YDS.

DETAIL B (WHITE)

27 SQ. YDS.

DETAIL B (WHITE)

49 SQ. YDS.

DETAIL B (YELLOW)

43 SQ. YDS.

DETAIL B (YELLOW)

OFFSET 0' RT

ST

A. 101+98

OFFSET 1' LT

ST

A. 103+01

10'

10'

10'

GDOT DETAIL T-16A

REFER TO

THERMOPLASTIC

SYMBOL (TYP.)

BIKE SHARED LANE

R560-5

18" x 24"

OFFSET 34' LT

STA. 102+84

OFFSET 32' RT

ST

A. 102+09

R560-5

18" x 24"

12' 1

2'

11'

10'

12' 1

2'

R560-518" x 24"

R560-5

18" x 24"

SIGN

EXIST.

REMOVE

OFFSET 32' RT

STA. 102+87

OFFSET 33' LT

STA. 102+11

GDOT CONST. DETAIL T-11A

THERMOPLASTIC

8' CROSSWALK (TYP.)

HE

RE O

NSTOP

RE

D

AHEAD

W16-9P

ONLYR3-5

YIELD

R1-2

STOP

HE

RE O

N

RE

D

AHEAD

W16-9P

YIE

LD

R1-2

ONLY

R3-5

GDOT CONST. DETAIL T-11A

THERMOPLASTIC

10' CROSSWALK

THERMOPLASTIC

WHITE (TYP.)

5" SOLID

THERMOPLASTIC

ARROW (TYP.)

TYPE 3

THERMOPLASTIC

5' SOLID DOUBLE YELLOW (TYP.)

THERMOPLASTIC


THERMOPLASTIC

2' SEG. 6' GAP. (TYP.)

5" SKIP WHITE

THERMOPLASTIC


THERMOPLASTIC


THERMOPLASTIC


THERMOPLASTIC

WHITE (TYP.)

5" SOLID

THERMOPLASTIC

WHITE (TYP.)

24" SOLID

THERMOPLASTIC

WHITE (TYP.)

24" SOLID

24" x 12"

AHEAD

W16-9P

36" x 36"

36" x 36"

AHEAD

W16-9P24" x 12"

OFFSET 17' RT

STA. 200+05

OFFSET 18' LTSTA. 202+78

W11-2

W11-2

PAVEMENT MARKING AND SIGN NOTES:

CONTRACTOR TO VERIFY QUANTITIES.

TO BE REFRESHED FROM STA. 104+71 TO JAMIESON PLACE.

3. EXISTING STRIPING ON NORTH INDIAN CREEK DRIVE

SEE GDOT DETAIL T-15A

- TYPE 3 @ 40' O.C. FOR SKIP WHITE

- TYPE 3 @ 20' O.C. FOR SOLID WHITE TURN BAYS

- TYPE 1 @ 40' O.C. FOR SOLID DOUBLE YELLOW

2. RAISED PAVEMENT MARKERS SHOULD BE PLACED AS FOLLOWS:

1. DO NOT DISTURB EXISTING SIGNS UNLESS OTHERWISE NOTED.

APPLIED TO HEADER CURB, 5" SOLID YELLOW

WET REFLECTIVE PREFORMED STRIPING

APPLIED TO HEADER CURB, 5" SOLID YELLOW

WET REFLECTIVE PREFORMED STRIPING

REVISION DATES

DATE$$$

$USER$

$PRF8$

$$PENTABLE$$

$DGN$

$REF01$

$REF02$

$REF03$

$REF04$

$REF05$

TIME$$$

$REF06$

$REF07$

$REF08$

$REF09$

$REF10$

$REF11$

$REF12$

$REF13$

$REF14$

$REF15$

GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

EASEMENT FOR CONSTR



CONSTRUCTION LIMITS


C F

REQUIRED R/W LINE


20

SCALE IN FEET


LIMIT OF ACCESS




(SEE ERIT TABLE)



Phone: 770 447 8999



SPLOST 4

CITY OF CLARKSTON

PROJECT A

PROJECT NO.

18TP032_26-0001.dgn 2/15/2019 4:59:54 PM

27-0001

SIGNAL PLANS

27-


CLARKSON PED ENHANCEMENTS

TRAFFIC SIGNAL GENERAL NOTES

EXISTING UTILITIES.

TO PROVIDE REQUIRED SIGNAL HEAD MOUNTING HEIGHTS AND CLEARANCE FROM

10. ACTUAL ATTACHMENT HEIGHTS SHALL BE FIELD DETERMINED BY INSTALLER

CURRENT GDOT STANDARDS.

NOT REMOVED OR RELOCATED SHALL BE REPLACED IN ACCORDANCE WITH

9. ALL EXISTING STOP BARS, WORDS, ARROWS AND CROSSWALKS THAT ARE

INFRASTRUCTURE SERVICES, INC.

INSTALLATION WORK. THE CONTRACTOR SHALL COORDINATE WITH COLLABORATIVE

8. MATERIAL CERTIFICATION IS REQUIRED PRIOR TO BEGINNING ANY SIGNAL

POLE AND MAST ARM POLE FOUNDATION SHEET.

7. FOR STRAIN POLE FOUNDATION SIZE AND REINFORCEMENT, SEE STRAIN

(404) 296-6489.

PROVIDE 48 HOURS ADVANCED NOTICE. CONTACT THE CITY OF CLARKSTON AT

BY THE CONTRACTOR TO THE CITY OF CLARKSTON. THE CONTRACTOR SHALL

6. WHEN REMOVED, EXISTING EQUIPMENT SHALL BE DELIVERED AND UNLOADED

PRIOR TO FINAL ACCEPTANCE.

5. INSTALLATION IS TO BE CHECKED AND ACCEPTED BY THE CITY OF CLARKSTON

THE POLES UNLESS OTHERWISE DIRECTED BY THE ENGINEER.

UTILITY TIMBER POLES WHEN ATTACHING SPAN WIRE OR INTERCONNECT CABLE TO

4. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL NEW GUYS ON EXISTING

SIGNAL HEADS SHALL BE RETAINED AS SHOWN ON THE PLANS.

CLEARANCES FROM EDGE OF PAVEMENT SHALL BE MAINTAINED. PLACEMENT OF THE

SIGNAL POLES ARE ACCEPTABLE TO AVOID UNDERGROUND UTILITIES. MINIMUM

ENGINEER, MINOR SHIFTS (UP TO 5 FEET, MAXIMUM) IN LOCATION OF NEW

NEW TRAFFIC SIGNAL POLES PRIOR TO ORDERING. AT THE DISCRETION OF THE

3. THE CONTRACTOR SHALL LOCATE UNDERGROUND UTILITIES IN VICINITY OF

OF SIGNAL FACES.

SURFACE AND A MINIMUM OF 8 FEET MEASURED HORIZONTALLY BETWEEN CENTERS

MORE THAN 19 FEET CLEARANCE FROM BOTTOM OF SIGNAL HEADS TO TOP OF ROAD

2. SIGNAL HEADS SHALL BE ERECTED TO PROVIDE AT LEAST 17 FEET BUT NO

PARTS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, CURRENT EDITION.

1. THE COMPLETE SIGNAL INSTALLATION SHALL CONFORM TO ALL APPROPRIATE

NO ADDITIONAL COST TO COLLABORATIVE INFRASTRUCTURE SERVICES, INC.

AS SHOWN IN GA SPECIFICATION 201 TO DISPOSE OF EXISTING CONSTRUCTION DEBRIS AT

THE PROJECT LIMITS. THE CONTRACTOR SHALL PROVIDE AN ENVIRONMENTALLY APPROVED SITE

16. THERE IS NO KNOWN SUITABLE PLACE TO BURY EXISTING CONSTRUCTION DEBRIS WITHIN

SUPPLEMENTS THERETO FOR ADDITIONAL INFORMATION.

OR IN AN ENGINEERED FILL. SEE SECTION 201 OF THE GDOT STANDARD SPECIFICATION AND

IN EITHER A PERMITTED SOLID WASTE FACILITY, A PERMITTED INERT WASTE LANDFILL

OR EXCESS MATERIAL DISPOSED OUTSIDE THE PROJECT RIGHT OF WAY SHALL BE PLACED

APPROVED PRIOR TO CONSTRUCTION ACTIVITIES OCCURRING IN THEM. ALL COMMON FILL

15. ALL BORROW AND WASTE SITES FOR THIS PROJECT SHALL BE ENVIRONMENTALLY

TO THE LOCAL GOVERNMENT MAINTAINING AGENCY.

OPERATION. THE CONTRACTOR WILL COMPLETE A TRANSFER OF UTILITY COST

SATISFACTORILY COMPLETED A TEST PERIOD, 30 DAYS OF UNINTERRUPTED

DEVICES UNTIL THE NEW TRAFFIC SIGNAL INSTALLATION HAS

COMMUNICATION SERVICE TO THE TRAFFIC SIGNAL INSTALLATION AND SUPPORT

14. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL MONTHLY POWER AND

INSTALLATION.

INSTALLATION, IF THE RESPECTIVE UTILITY REQUIRES PAYMENT FOR

COST, AS PART OF THE BID PRICE, FOR THAT TRAFFIC SIGNAL

EQUIPMENT, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INCLUDE THE

PROJECT. IF A UTILITY TRANSFORMER IS REQUIRED FOR TRAFFIC SIGNAL

TRAFFIC SIGNALS, DETECTION SYSTEMS AND/OR CCTV CAMERAS ON THIS

MODIFYING AND ESTABLISHING NEW POWER AND COMMUNICATIONS SERVICES FOR

13. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL FEES ASSOCIATED WITH

GUIDELINES.

MEASURES TO ENSURE COMPLIANCE TO ALL STATE AND FEDERAL LAWS AND

12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EROSION CONTROL

DUE TO CONTRACTOR'S ACTIVITIES.

PIPES, MASONRY WALLS AND PAVING THAT IS REMOVED. DAMAGED OR DESTROYED

GUARDRAILS, LANDSCAPING, GRASSINGS, UTILITY SERVICE LINES, STORM DRAIN

FENCE, DITCH PAVING, CURBING, SIDEWALK, GUTTER, SLOPE PAVEMENT, SIGNS,

EXPENSE TO COLLABORATIVE INFRASTRUCTURE SERVICES, INC, ANY BARRIER WALL,

11. THE CONTRACTOR SHALL REPLACE IN KIND AND SIZE, AT NO SEPARATE

REVISION DATES

DATE$$$

$USER$

$PRF8$

$$PENTABLE$$

$DGN$

$REF01$

$REF02$

$REF03$

$REF04$

$REF05$

TIME$$$

$REF06$

$REF07$

$REF08$

$REF09$

$REF10$

$REF11$

$REF12$

$REF13$

$REF14$

$REF15$

GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:


Phone: 770 447 8999



PROJECT NO.

PROJECT ACLARKSTON

CITY OF

18TP032_27-0001.dgn 2/15/2019 3:14:48 PM

EXISTING SIGNAL

CONTROLLER CABINET

STRAIN POLE

TIMBER POLE

MAST ARM

STREET LIGHT

3 SECTION HEAD

OVERHEAD SIGN

PEDESTAL POLE

PED SIGNAL HEAD

6x6 PULSE LOOP

6x18 CALL LOOP

6x40 PRESENCE LOOP (DIPOLE)

6x40 PRESENCE LOOP (QUADRUPOLE)

CONDUIT

RAILROAD CONTROLLER

SIGN POST

DOWN GUY

PROPOSED SIGNAL

PB

PB

EASEMENT FOR CONSTR



CONSTRUCTION LIMITS


C F

REQUIRED R/W LINE


LIMIT OF ACCESS




CURB CUT RAMP

4/5 SECTION (CLUSTER/T-SHAPE) HEAD

PULLBOX, (TYPE TO BE CALLED OUT)

EXISTING SIGNAL PROPOSED SIGNAL

PB

PB

EASEMENT FOR CONSTR



CONSTRUCTION LIMITS


C F

REQUIRED R/W LINE


LIMIT OF ACCESS




VIRTUAL DETECTION ZONE (RADAR, VIDEO,ETC)

VIDEO DETECTION DEVICE

MAGNETOMETER DETECTION DEVICE

RADAR DETECTION DEVICE

SIGN POST

RAILROAD CONTROLLER

CONDUIT, (TYPE TO BE CALLED OUT)

6x40 PRESENCE LOOP (QUADRUPOLE)

6x40 PRESENCE LOOP (DIPOLE)

6x18 CALL LOOP

6x6 PULSE LOOP

PULLBOX, (TYPE TO BE CALLED OUT)

CURB CUT RAMP - (SEE ADA DETAIL)

PED SIGNAL HEAD

PEDESTAL POLE

OVERHEAD SIGN

4/5 SECTION (CLUSTER/T-SHAPE) HEAD W/ BACKPLATE

4/5 SECTION (CLUSTER/T-SHAPE) HEAD

4 SECTION HEAD W/BACKPLATE

4 SECTION HEAD


3 SECTION HEAD

STREET LIGHT

MAST ARM

DOWN GUY

TIMBER POLE

STRAIN POLE

CONTROLLER CABINET


27-0002

SIGNAL PLANS

27-



REVISION DATES

DATE$$$

$USER$

$PRF8$

$$PENTABLE$$

$DGN$

$REF01$

$REF02$

$REF03$

$REF04$

$REF05$

TIME$$$

$REF06$

$REF07$

$REF08$

$REF09$

$REF10$

$REF11$

$REF12$

$REF13$

$REF14$

$REF15$

GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:


Phone: 770 447 8999



PROJECT NO.

PROJECT ACLARKSTON

CITY OF

18TP032_27-0002.dgn 2/15/2019 3:16:13 PM

SIGNAL PLANS

27-

SIGNAL HEADEXISTING

SIGNAL HEADPROPOSED 4-SECTION

SIGNAL HEADPEDESTRIAN

4-SECTION SIGNAL HEADPROPOSED 5-SECTION OR

SIGNAL HEADPROPOSED PROPOSED INDUCTANCE LOOP

PROPOSED VIRTUAL DETECTION ZONE

PROPOSED VIDEO DETECTION CAMERA

PROPOSED MAGNETOMETER PROPOSED RADARSIGNAL HEADRELOCATED



REVISION DATES

DATE$$$

$USER$

$PRF8$

$$PENTABLE$$

$DGN$

$REF01$

$REF02$

$REF03$

$REF04$

$REF05$

TIME$$$

$REF06$

$REF07$

$REF08$

$REF09$

$REF10$

$REF11$

$REF12$

$REF13$

$REF14$

$REF15$

GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:


Phone: 770 447 8999



PROJECT NO.

30

SCALE IN FEET

0 60 120

PROJECT ACLARKSTON

CITY OF

CONCRETE

PARKING

MB

MB

MB

PB

PB

PB

PB

PB

N

27-0003

SPEED LIMIT = 35 MPH

NORTH INDIAN CREEK ROADNORTH INDIAN CREEK ROAD

SPEED LIMIT = 35 MPH

SPEE

D LI

MIT = 25

MP

H

RO

WL

AN

D ST

REET

SPEE

D LI

MIT = 25

MP

H

RO

WL

AN

D ST

REET

RO

GE

RS

ST

REET

CH

UR

CH

ST

REET

CH

UR

CH

ST

REET

PHASING DIAGRAM

12

12

REDSTEADY

REDSTEADY

WALKDON'T

FLASHING

DARK WALKDON'T

WALKDON'T

WALKDON'T

YELLOWFLASHING

YELLOWSTEADY

FLASHING REDALTERNATING

WALK

WALKDON'T

WALKDON'T

DARKFLASHING REDALTERNATING

WALKDON'T

2

6

SEQUENCE DIAGRAM

W

W

HAWK SEQUENCE

P4

REFLECTIVE BORDER ON BACKPLATE

LED SIGNAL HEADS WITH

LED SIGNAL HEADS

PROPOSED PEDESTRIAN

18

P4 2,6

STOPHERE ON

RED

STOP

CROSSWALK

ON RED

24" X 30"

R10-6

TO CROSS

PUSH BUTTON

START CROSSING

DON'T START

FINISH CROSSING

IF STARTEDFLASHING

STEADY

VEHICLES

WATCH FOR

DON'T CROSS

TIMERTO FINISH CROSSING

TIME REMAINING08

9" X 15"

R10-3E(L)

TO CROSS

PUSH BUTTON

START CROSSING

STEADY

VEHICLES

WATCH FOR

DON'T CROSS

DON'T START

FINISH CROSSING

IF STARTEDFLASHING

TIMERTO FINISH CROSSING

TIME REMAINING08

9" X 15"

R10-3E(R)

24" X 30"

R10-23

REGULATORY SIGNS

ONLY

YIELD

36" X 36"

R1-2

30" X 36"

R3-5

PEDESTRIAN SIGNS

OVERHEAD STREET NAME SIGNS

INTERNALLY ILLUMINATED

D3-1 (#1)

R RRR

R R R RR R

R RR R

R R

YYYY

YYYY

R R

Y

100+00

101+00

102+00

103+00 104+00

105+00

202+00

PULLBOX, TP 2INSTALL:

IN 5" DIRECTIONAL BORE (35 LF)CONDUIT, TP 3, 2-2" (70 LF)

INSTALL:

IN 5" DIRECTIONAL BORE (70 LF)CONDUIT, NM, 2-2" (140 LF)

INSTALL:

PULLBOX, TP 2CONDUIT, NM, 2-2" (20 LF) & 1-1" (10 LF)PUSH BUTTON STATIONLED COUNTDOWN PEDESTRIAN SIGNAL (P4)PEDESTAL POLE, 10 LFINSTALL:

IN 5" DIRECTIONAL BORE (35 LF)CONDUIT, TP 3, 2-2" (70 LF)INSTALL:

R3-5R1-2

CONDUIT, GRS, 1-1" (30 LF) (FOR POWER)INSTALL (ON EXISTING TIMBER POLE):

PULLBOX, TP 3CONDUIT, NM, 3-2" (30 LF) & 2-1" (20 LF)PUSH BUTTON STATIONLED COUNTDOWN PEDESTRIAN SIGNAL (P4)(NORTH INDIAN CREEK ROAD STA 102+49.88, RT 28.9')STEEL STRAIN POLE, TP IV W/ 50' MAST ARMINSTALL:

CONDUIT, GRS, 1-1" (10 LF) (TO EXISTING TIMBER POLE) (FOR POWER)PULLBOX, TP 2

INSTALL:

CONDUIT, GRS, 1-1" (55 LF) (FOR POWER)INSTALL:

POWER DISCONNECT BOXPEDESTAL POLE, 4 LF

INSTALL:

CONDUIT, GRS, 1-1" (30 LF) (FOR POWER)INSTALL:

Rowland St

OF THE MUTCD (CURRENT VERSION).5. THE HAWK SIGNAL SHALL CONFORM TO ALL APPROPRIATE PARTS

SHALL BE BLACK.4. ALL VEHICULAR AND PEDESTRIAN SIGNAL HOUSING

BANNER ARM ATTACHED TO THE STRAIN POLE OF THE MAST ARM.3. OVERHEAD STREET NAME SIGNS SHALL BE MOUNTED ON A

PLANS FOR DETAILS. BLACK TO MATCH STREETSCAPE LOOK. SEE P.I. NO. 00076132. PEDESTAL POLES SHALL BE FLUTED AND POWDER COATED

SEE P.I. NO. 0007613 PLANS FOR DETAILS. POWDER COATED BLACK TO MATCH STREETSCAPE LOOK.1. STRAIN POLE AND MAST ARM SHALL BE FLUTED AND

NOTES:

PULLBOX, TP 34G CELLULAR ROUTER

CONDUIT, NM, 5-2" (50 LF) & 2-1" (20 LF)2070LX CONTROLLER (CONTAINING SOFTWARE CAPABLE OF HAWK PEDESTRIAN SEQUENCE)

332A CABINET & BASEINSTALL:

2

2

6

6

P4

P4

R560-5

R560-5

R560-5

R560-5

R3-5R1-2

R10-6

R10-6

R10-23

R10-23

R3-17bP

R3-17W16-9P

W11-15

W16-9PW11-15 EXIST. R/W

EXIST. R/W

EXIST.

R/

W

EXIST.

R/

WE

XIST.

R/

W

EXIST.

R/

W

EXIST. R/W

EXIST. R/W

D3-1 (#1)(#1)D3-1

18TP032_27-0003.dgn 2/15/2019 3:17:11 PM

27-0004

C1 PIN

FUNCTION

FIELD TERM

CHANNEL 2

55 44 77 48 57 46 79 50 61 75 73 74 52

TB3 3,4 TB3 7,8 TB3 11,12 TB5 3,4 TB5 7,8 TB5 11,12 TB7 3,4 TB7 7,8 TB7 11,12 TB9 5,6 TB9 8,9 TB9 11,12

C1 PIN

FUNCTION

FIELD TERM

CHANNEL 1

TYPE

CARD

DET DET TBA TBA DC DC DC

55 40 64 48 57 42 66 50 59 54 71 72 51

TB3 1,2 TB3 5,6 TB3 9,10 TB5 1,2 TB5 5,6 TB5 9,10 TB7 1,2 TB7 5,6 TB7 9,10 TB9 4,6 TB9 10,12TB9 7,9

UPPER INPUT FILE

LOWER INPUT FILE

C1 PIN

FUNCTION

FIELD TERM N/C

CHANNEL 2

56 43 76 47 58 45 78 49 62 53 69 70 82

STOP TIME

TB2 3,4 TB2 7,8 TB2 11,12 TB4 3,4 TB4 7,8 TB4 11,12 TB6 3,4 TB6 7,8 TB6 11,12 TB8 5,6 TB8 8,9

C1 PIN

FUNCTION

FIELD TERM

56 39 63 47 58 41 65

FLASH

N/CTB8 4,6TB6 9,10TB6 5,6TB6 1,2TB4 9,10TB4 5,6TB4 1,2TB2 9,10TB2 5,6TB2 1,2

CHANNEL 1

TYPE

CARD

DET DET TBA TBA DC DC DC

DC ISO

49 60 80 67 68 81

TB8 7,9

DC ISO

3 4 5 6 7 8 9 10 11 13 14SLOT 1 2 12

332 CABINET INPUT ASSIGNMENT

0/4 PEDENABLE

RR 2EVDEVCSPARE 3

ADVANCE

EVA EVB RR 1

DET

DET

UNIT QUANTITYMATERIALS

LIST OF MATERIALS

AND SHOULD BE VERIFIED BY THE CONTRACTOR.

LIST OF MATERIALS IS "FOR INFORMATION ONLY"

CONTROLLER CABINET ASSEMBLIES

D. CABINET ASSEMBLY, MODEL 332A

LOOP/PED LEAD-IN WIRE (SHIELDED, TWISTED/1000 FT)

3 PAIR, 18 AWG

SIGNAL CABLE (14 AWG)

7 CONDUCTOR, PER 1000 FT.

1-SECTION, 18" LED COUNTDOWN PEDESTRIAN SIGNAL HEAD, FULL HAND/MAN OVERLAP

9" HIGH, NUMBERS & 12" SYMBOLS

PEDESTRIAN PUSH BUTTON STATIONS, W/BUTTONS AND SIGNS:

9" x 15", R10-3e, (L)EFT OR (R)IGHT, COUNTDOWN

HARDWARE FOR MAST ARM MOUNTING

HARDWARE FOR PEDESTAL POLE, TOP POST MOUNTING, ONE-WAY BRACKET ASSEMBLY

HARDWARE FOR SIDE-OF-POLE MOUNTING, ONE-WAY BRACKET ASSEMBLY; CONCRETE, TIMBER, STEEL POLE

PULLBOX, PB-2

PULLBOX, PB-3

CONDUIT, 1"

CONDUIT, 2"

POWER DISCONNECT BOX

MISCELLANEOUS MATERIALS NEEDED TO COMPLETE INSTALLATION

EA

EA

EA

EA

REEL

REEL

EA

EA

EA

EA

EA

EA

EA

EA

EA

LF

LF

LUMP

PEDESTRIAN PUSH BUTTON STATION ASSEMBLYEA

PEDESTAL POLE, 10 FT, & SQUARE BASE

A. CONTROLLER UNIT, MODEL 2070LX

K. 2010 CONFLICT MONITOR, EXTENDED FEATURES (ETHERNET)

2

1

1

1

1

4

2

1

2

4

3

2

1

1

332A PREFABRICATED CONTROLLER CABINET BASE

EA 1

EA 4

EA 1

EA 1

3EA

1EA

F. SWITCH PACK

G. DC ISOLATOR

100

EA

EA 1PEDESTAL POLE, 4 FT, & SQUARE BASE

R10-23 SIGN EA 2

DET DET DET DET DET DET

DET DET DET DET DET DET

3-SECTION, 12" SIGNAL HEAD, CLUSTERED, LED, YELLOW HOUSING W/ BLACK FRONT, PLASTIC

BACK PLATE FOR ONE-WAY, 3-SECTION, CLUSTERED, 12" SIGNAL HEAD, ABS PLASTIC, BLACK w/ RETROREFLECTIVE STRIP

50

9" x 15", W/SINGLE PUSH BUTTON ADAPTER FOR STEEL STRAIN POLE, ADJUSTABLE

UNIT QUANTITYDESCRIPTIONITEM NO.

PAY ITEMS

639-3004 STEEL STRAIN POLE, TP IV - WITH 50 FT MAST ARM EA 1

647-1000 TRAFFIC SIGNAL INSTALLATION NO. 1 LUMP

682-6110 CONDUIT, GRS, 1 IN LF

682-6233 LF

682-9950 LF

CONDUIT, NONMETAL, TP 3, 2 IN

DIRECTIONAL BORE - 5 IN

125

280

140

1

1

D3-1 (#1)

DETAILS OF OVERHEAD STREET NAME SIGNS

ALL DIMENSIONS IN INCHES UNLESS OTHERWISE SPECIFIED.

647-3000 EA 1INTERNALLY ILLUMINATED STREET SIGN

647-3001 EA 1INTERNALLY ILLUMINATED STREET SIGN SIGN CONTROL ASSEMBLY

GENERAL NOTES

1. OVERHEAD STREEN NAME SIGNS SHALL BE INTERNALLY ILLUMINATED.

2. EACH SIGN SHALL CONTAIN A MINIMUM OF (2) UNDERHANG MOUNTS.

3. SIGN LEGEND SHALL BE 11-IN. UPPER CASE & 9-IN. LOWER CASE SERIES

"D" LETTERS.

4. THE LED MUST HAVE A WHITE ULTRA-BRIGHT LED ILLUMINATION.

5. THE OVERHEAD STREET NAME SIGN MUST HAVE A RAZOR FRAME THAT IS

BLACK.

6. THE BACKGROUND COLOR SHALL BE 3M ELECTROCUT FILM OR COMPARABLE

WITH THE FOLLOWING COLORS:

- GREEN - EC FILM SERIES - 1177

- YELLOW - EC FILM SERIES - 1171

7. INTERNALLY ILLUMINATED STREET NAME SIGNS WILL BE PAID FOR UNDER

THE 647-3000 AND 647-3001 PAY ITEMS.

926-2500 EA4G CELLULAR ROUTER, TYPE B 1

SIGNAL PLANS

27-


CLARKSON PED ENHANCEMENTS

2.5

11

5

4.5

18

102

Rowland St20 5 53 7 12

[Rowland St] D specified length;

1.5" Radius, 0.5" Border, White on Green;

REVISION DATES

DATE$$$

$USER$

$PRF8$

$$PENTABLE$$

$DGN$

$REF01$

$REF02$

$REF03$

$REF04$

$REF05$

TIME$$$

$REF06$

$REF07$

$REF08$

$REF09$

$REF10$

$REF11$

$REF12$

$REF13$

$REF14$

$REF15$

GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:


Phone: 770 447 8999



PROJECT NO.

PROJECT ACLARKSTON

CITY OF

18-TP-032_27-0004.dgn 2/15/2019 3:32:55 PM

ESPCP GENERAL NOTES

51-



TEMPORARY SEEDING.

FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABILIZED WITH MULCH OR

ANY DISTURBED AREA LEFT EXPOSED

REQUIRE THE CONTRACTOR TO PERFORM STABILIZATION MORE OFTEN THAN 14 DAYS.

HOWEVER IN SPECIAL CASES, THE PROJECT ENGINEER MAY

EPD GENERAL PERMIT GAR 100002 STATES THAT

STATE, EXCEPT AS AUTHORIZED BY A SECTION 404 PERMIT.

WASTE MATERIALS SHALL NOT BE DISCHARGED TO WATERS OF THE

ESPCP GENERAL NOTES TEMPORARY MULCHING

SEQUENCE OF MAJOR ACTIVITIES

PLAN ALTERATIONS

PETROLEUM STORAGE, SPILLS, AND LEAKS

WASTE DISPOSAL

INSPECTIONS

OTHER CONTROLS

SOIL SERIES INFORMATION

THE FOLLOWING IS A SUMMARY OF THE SOILS THAT ARE EXPECTED TO BE FOUND ON THE PROJECT SITE:VEGETATION AND PLANTING SCHEDULE

AND MAINTENANCE MEASURES.

161, 163, 165, 700, 711, AND OTHER CONTRACT DOCUMENTS FOR STABILIZATION

SEE THE DEPARTMENT'S STANDARD SPECIFICATIONS (OR SPECIAL PROVISIONS)

SITE STABILIZATION AND BMP MAINTENANCE MEASURES

OTHER INCIDENTAL ITEMS ARE INCLUDED IN COST OF INSTALLING AND MAINTAINING THE SILT FENCE.

J HOOK. J HOOKS SHALL BE PAID FOR AS SILT FENCE ITEMS PER LINEAR FOOT. ALL COSTS AND

TOP OF THE J HOOK IS AT THE SAME ELEVATION AS THE BOTTOM OF THE IMMEDIATELY UPGRADIENT

WITH GDOT CONSTRUCTION DETAIL D-24C. THE MAXIMUM J-HOOK SPACING IS REACHED WHEN THE

AND ALONG THE TOE OF EMBANKMENTS OR SLOPES. THE J HOOKS SHALL BE SPACED IN ACCORDANCE

SHALL BE UTILIZED ON ALL SILT FENCES THAT ARE LOCATED AROUND THE PERIMETER OF THE PROJECT

THROUGH THE SILT FENCE. THIS TECHNIQUE IS CALLED USING J HOOKS (OR SPURS). THE J HOOKS

FILL OR SLOPE TO CREATE SMALL POCKETS THAT TRAP SILT AND FORCE STORMWATER TO FLOW

SILT FENCE SHOULD NEVER BE RUN CONTINUOUSLY. THE SILT FENCE SHOULD TURN BACK INTO THE

RELEASE OILS, CURING COMPOUNDS AND OTHER CONSTRUCTION MATERIALS.

WASHOUT AND CLEANOUT OF CONTAINERS FOR STUCCO, PAINT, CONCRETE-FORM

VEHICLE AND EQUIPMENT WASHING OR THE DISCHARGE OF WASTEWATER FROM

NPDES DOES NOT AUTHORIZE THE DISCHARGE OF SOAPS OR SOLVENTS USED IN

IN GEORGIA, DEPARTMENT STANDARDS, AND OTHER CONTRACT DOCUMENTS. THE

PERMIT, THE CLEAN WATER ACT, THE MANUAL FOR EROSION AND SEDIMENT CONTROL

REQUIRED BY THE GEORGIA EROSION AND SEDIMENTATION CONTROL ACT, THE NPDES

SHALL BE SUBJECT TO THE SAME REQUIREMENTS AS STORM WATER DISCHARGES

WILL BE IDENTIFIED AFTER CONSTRUCTION HAS COMMENCED. THESE DISCHARGES

NON-STORM WATER DISCHARGES DEFINED IN PART III.A.2 OF THE NPDES PERMIT

OF PUMP DISCHARGES.

PROFESSIONAL. NO SEPARATE PAYMENT WILL BE MADE FOR WATER QUALITY SAMPLING

WITH THE CURRENT GAR100002 NPDES PERMIT BY UTILIZING A CERTIFIED DESIGN

DISCHARGES. THE CONTRACTOR SHALL PREPARE SAMPLING PLANS IN ACCORDANCE

WILL OBLIGATE THE CONTRACTOR TO PERFORM WATER QUALITY SAMPLING OF PUMPED

POST BMP TREATED DISCHARGE IS SHEET FLOWING. FAILURE TO CREATE SHEET FLOW

TREATED EQUIVALENTLY WITH SUITABLE BMP'S. THE CONTRACTOR SHALL ENSURE THE

THROUGH AN APPROPRIATELY SIZED SEDIMENT BASIN, SILT FILTER BAG, OR SHALL BE

ANY PUMPED DISCHARGE FROM AN EXCAVATION OR DISTURBED AREA SHALL BE ROUTED

OF THE CURRENT EDITION OF THE DEPARTMENT'S STANDARD SPECIFICATIONS.

THE CONTRACTOR SHALL CONTROL DUST FROM THE SITE IN ACCORDANCE WITH SECTION 161

SEWER AND SEPTIC SYSTEMS, AND PETROLEUM STORAGE.

WITH ALL APPLICABLE STATE AND/OR LOCAL REGULATIONS FOR WASTE DISPOSAL, SANITARY

THE CONTRACTOR SHALL FOLLOW THIS ESPCP AND ENSURE AND DEMONSTRATE COMPLIANCE

DE-WATERING AND PUMPING ACTIVITIES

NONSTORMWATER DISCHARGES

SILT FENCE INSTALLATIONS WITH J-HOOKS AND SPURS

POST-CONSTRUCTION BMP'S FOR STORMWATER MANAGEMENT

REGULATIONS AND RESPONSIBILITY TO THE PUBLIC FOR ADDITIONAL REQUIREMENTS.

CONTRACTOR'S ATTENTION IS SPECIFICALLY DIRECTED TO STANDARD SPECIFICATION 107-LEGAL

DESIGN PROFESSIONAL AS REQUIRED BY GAR100002 FOR INCLUSION WITH THESE PLANS. THE

AND SPILL PREVENTION FOR PETROLEUM PRODUCTS. THIS PLAN SHALL BE PREPARED BY A CERTIFIED

PREPARE AN ESPCP ADDENDUM THAT ADDRESSES THE ADDITIONAL BMPS NEEDED FOR ONSITE STORAGE

IF THE CONTRACTOR ELECTS TO STORE PETROLEUM PRODUCTS ON SITE, THE CONTRACTOR SHALL

EQUIPMENT WITHIN STREAM BUFFERS.

BE FAMILIAR WITH THE ACTION PLAN. THE CONTRACTOR SHALL NOT PARK, REFUEL, OR MAINTAIN

MAINTAINED ON THE PROJECT SITE. ALL PERSONNEL OPERATING OR SERVICING EQUIPMENT SHALL

THE SITE. A COPY OF THE ACTION PLAN SHALL BE SUBMITTED TO THE PROJECT ENGINEER AND

ASSOCIATED WITH THE SERVICING, REFUELING OR OPERATION OF ANY EQUIPMENT UTILIZED AT

AND DISPOSAL OF ANY PETROLEUM PRODUCT, OR OTHER HAZARDOUS MATERIAL, LEAKS OR SPILLS

AN ACTION PLAN AND KEEP THE NECESSARY MATERIALS ON SITE FOR THE CAPTURE, CLEAN UP,

MATERIAL MANAGEMENT TO THE CONTRACTOR. THE CONTRACTOR SHALL AT A MINIMUM PROVIDE

THESE PLANS EXPRESSLY DELEGATE THE RESPONSIBILITY OF PROPER ON-SITE HAZARDOUS

EFFECTIVE IN PREVENTING SIGNIFICANT IMPACTS TO RECEIVING WATER(S).

THEY SHALL BE INSPECTED TO ASCERTAIN WHETHER EROSION CONTROL MEASURES ARE

ARE OPERATING CORRECTLY. WHERE DISCHARGE LOCATIONS OR POINTS ARE ACCESSIBLE,

CONTROL MEASURES IDENTIFIED IN THE PLAN SHALL BE OBSERVED TO ENSURE THAT THEY

ENTERING THE DRAINAGE SYSTEM AND THE RECEIVING WATER(S). EROSION AND SEDIMENT

THESE AREAS SHALL BE INSPECTED FOR EVIDENCE OF, OR THE POTENTIAL FOR, POLLUTANTS

ANNUAL VEGETATION AND A SEEDING OF TARGET PERENNIALS APPROPRIATE FOR THE REGION.

OF THE SITE THAT HAVE UNDERGONE FINAL STABILIZATION OR ESTABLISHED A CROP OF

AT LEAST ONCE PER MONTH THE WECS OR CERTIFIED PERSONNEL SHALL INSPECT THE AREAS

ARE SUCH THAT MORE TIME IS REQUIRED.

DAYS OF RECEIPT OF THE INSPECTION REPORT, UNLESS ON-SITE WEATHER CONDITIONS

DAYS, AND THE PERMITTEE MUST CORRECT ALL DEFICIENCIES WITHIN TWO (2) BUSINESS

THE ENGINEER SHALL REPORT THE RESULTS TO THE PRIMARY PERMITTEE WITHIN SEVEN (7)

INFRASTRUCTURE PROJECT WITHIN SEVEN (7) DAYS OF INSTALLATION.

INSTALLATION AND INSPECT ALL SEDIMENT BASINS WITHIN THE ENTIRE LINEAR

BY PART IV.A.5. OF THE CURRENT GAR100002 PERMIT, WITHIN SEVEN (7) DAYS OF

REQUIREMENTS AND PERIMETER CONTROL BMPS FOR THE INITIAL SEGMENT, AS DEFINED

ALTERNATIVELY, THE ENGINEER SHALL INSPECT THE INITIAL SEDIMENT STORAGE

SEVEN (7) DAYS OF INSTALLATION OVER THE ENTIRE INFRASTRUCTURE PROJECT.

THE INITIAL SEDIMENT STORAGE REQUIREMENTS AND PERIMETER CONTROL BMPS WITHIN

AN INSPECTION BY THE ENGINEER. THE ENGINEER SHALL INSPECT THE INSTALLATION OF

OF THE EROSION, SEDIMENTATION AND POLLUTION CONTROL PLAN TO SCHEDULE

THE CONTRACTOR IS TO CALL THE ENGINEER WITHIN 7 DAYS OF IMPLEMENTATION

C. STRUCTURAL CONTROL MEASURES (BMPS)

B. AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO PRECIPITATION

A. DISTURBED AREAS OF THE CONSTRUCTION SITE

SUPERVISOR (WECS) OR CERTIFIED PERSONNEL SHALL INSPECT THE FOLLOWING:

IN THE CURRENT GAR100002 PERMIT, THE WORKSITE EROSION CONTROL

THE END OF A STORM THAT IS 0.5 INCHES RAINFALL OR GREATER, AS SPECIFIED

AT LEAST ONCE EVERY FOURTEEN (14) CALENDAR DAYS AND WITHIN 24 HOURS OF

C. MEASURE RAINFALL ONCE EVERY 24 HOURS

EVIDENCE OF OFF-SITE SEDIMENT TRACKING

B. INSPECT ALL LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE FOR

HANDLED FOR SPILLS AND LEAKS FROM VEHICLES AND EQUIPMENT

A. INSPECT ALL AREAS WHERE PETROLEUM PRODUCTS ARE STORED, USED, OR

EROSION CONTROL SUPERVISOR (WECS) OR CERTIFIED PERSONNEL SHALL:

EACH DAY, AS SPECIFIED IN THE CURRENT GAR100002 PERMIT, THE WORKSITE

ALL NECESSARY PERMITS.

WITH APPLICABLE STATE AND LOCAL WASTE STORAGE AND DISPOSAL REGULATIONS AND OBTAIN

MINIMIZE THE LIKELIHOOD OF CONTAMINATED DISCHARGES. THE CONTRACTOR SHALL COMPLY

SECONDARY CONTAINMENT SHALL BE PROVIDED AROUND LIQUID WASTE COLLECTION AREAS TO

TOILETS AT LEAST 50 FEET AWAY FROM STREETS, GUTTERS, WATERCOURSES AND STORM DRAINS.

WHERE ATTAINABLE, LOCATE WASTE COLLECTION AREAS, DUMPSTERS, TRASH CANS AND PORTABLE

WITH A HYDRAULIC COMPONENT MUST BE CERTIFIED BY THE DESIGN PROFESSIONAL.

AMENDMENTS/REVISIONS TO THE ES&PC PLAN WHICH HAVE A SIGNIFICANT EFFECT ON BMPS

THE SEDIMENT SOURCE.

EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT

OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL

EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION

DISTURBING ACTIVITIES.

OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO LAND

THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION

BASINS IN ACCORDANCE WITH PART IV.A.5. WITHIN 7 DAYS AFTER INSTALLATION.

OF THE INITIAL SEDIMENT STORAGE REQUIREMENTS, PERIMETER CONTROL BMPS AND SEDIMENT

THE DESIGN PROFESSIONAL WHO PREPARED THE ES&PC PLAN IS TO INSPECT THE INSTALLATION

0001

READY MIX CHUTE WASH DOWN

MIX CHUTE/HOPPER WASH-DOWN."

FOR ADDITIONAL INFORMATION, REFER TO THE GEORGIA SMALL BUSINESS ENVIRONMENTAL ASSISTANCE PROGRAM'S "A GUIDE FOR READY

INTO A SEALABLE 55-GALLON DRUM OR OTHER SUITABLE CONTAINER AND THEN TRANSPORT THE CONTAINER TO A PROPER DISPOSAL SITE.

ON SITES WHERE PERMISSION OR ACCESS TO EXCAVATE A WASH-DOWN PIT IS UNAVAILABLE, THE CONTRACTOR MAY HAVE TO WASH-DOWN

WATER, AND (4) PERMISSION TO USE THE AREA FOR WASH DOWN.

STORM DRAIN, STREAM, OR RIVER, (2) ACCESS TO THE VEHICLE BEING USED FOR WASH DOWN, (3) SUFFICIENT VOLUME FOR WASH-DOWN

WASH-DOWN WATER DOWN A STORM DRAIN. ESTABLISH A WASH-DOWN PIT THAT INCLUDES THE FOLLOWING: (1) A LOCATION AWAY FROM ANY

WASH-DOWN PLANS DESCRIBE PROCEDURES THAT PREVENT WASH-DOWN WATER FROM ENTERING STREAMS AND RIVERS. NEVER DISPOSE OF

TO MATCH THE ELEVATION OF THE SURROUNDING AREAS. ALTERNATE WASH-DOWN PLANS MUST BE APPROVED BY THE PROJECT ENGINEER.

WASH-DOWN WATER HAS SOAKED INTO THE GROUND, THE PIT SHALL BE FILLED IN, AND THE GROUND ABOVE IT SHALL BE GRADED

ALL WASH-DOWN WATER WITHOUT OVERTOPPING. IMMEDIATELY AFTER THE WASH-DOWN OPERATIONS ARE COMPLETED AND AFTER THE

OUTSIDE OF THE TRAVELLED WAY, INCLUDING SHOULDERS, FOR A WASH-DOWN PIT. THE PIT SHALL BE LARGE ENOUGH TO STORE

THE CONTRACTOR SHALL EXCAVATE A PIT OUTSIDE OF STATE WATER BUFFERS, AT LEAST 25 FEET FROM ANY STORM DRAIN AND

DISCHARGE CHUTE UTILIZED IN THE DELIVERY OF PORTLAND CEMENT CONCRETE MAY BE RINSED FREE OF FRESH CONCRETE REMAINS.

IN ACCORDANCE WITH STANDARD SPECIFICATION 107: LEGAL REGULATIONS AND RESPONSIBILITY TO THE PUBLIC, ONLY THE

CEMENT CONCRETE IS PROHIBITED ON THIS SITE.

THE WASHING OF READY-MIX CONCRETE DRUMS AND DUMP TRUCK BODIES USED IN THE DELIVERY OF PORTLAND

Cecul-Urban land complex, 2 to 10 percent slopes CuC

ABNORMAL TRANSPORTATION OF SEDIMENT AND POLLUTANTS INTO RECEIVING WATERS.

WILL PROVIDE PERMANENT STABILIZATION OF THE SITE AND PREVENT

ESPCP PLAN. THE POST-CONSTRUCTION BMP'S FOR THIS PROJECT CONSIST OF VEGETATION, WHICH

ALL PERMANENT POST-CONSTRUCTION BMP'S ARE SHOWN IN THE CONSTRUCTION PLANS AND IN THE

EROSION AND SEDIMENTATION.

ADDITIONAL BMP'S MAY BE ADDED PER SPECIAL PROVISION 161 - CONTROL OF SOIL

CAREFULLY EVALUATE THIS PLAN PRIOR TO COMMENCING LAND-DISTURBING ACTIVITIES.

THE CONTRACTOR, THE CERTIFIED DESIGN PROFESSIONAL, AND THE WECS SHALL

PLANS IN ACCORDANCE TO SPECIAL PROVISION 161 OF THE CONTRACT.

TECHNIQUES THAT RENDER THIS PLAN INEFFECTIVE, THE CONTRACTOR SHALL REVISE THE

THE STAGED CONSTRUCTION FROM THAT SHOWN IN THE PLANS OR UTILIZE CONSTRUCTION

OF COMMON CONSTRUCTION METHODS AND TECHNIQUES. IF THE CONTRACTOR ELECTS TO ALTER

THE ENGINEER. IT ADDRESSES THE STAGED CONSTRUCTION OF THE PROJECT ON THE BASIS

THIS EROSION, SEDIMENTATION, AND POLLUTION CONTROL PLAN (ESPCP) IS PROVIDED BY

CONCURRENTLY ONLY IF PRECEDING BMP'S HAVE BEEN COMPLETELY INSTALLED.

NOTE: THE CONTRACTOR MAY COMPLETE CONSTRUCTION-RELATED ACTIVITIES

FINAL STABILIZATION OF THE SITE.

MAINTAINED BY THE CONTRACTOR FOR THREE YEARS FOLLOWING

3. INSPECTION AND MAINTENANCE REPORT FORMS ARE TO BE

2. REMOVE TEMPORARY BMP'S.

1. PERMANENTLY STABILIZE ALL DISTURBED AREAS.

PHASE III

AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE.

2. TEMPORARY SEED, THROUGHOUT CONSTRUCTION, DENUDED

1. BEGIN CLEARING AND GRUBBING.

PHASE II

5. BEGIN DEMOLITION OF EXISTING FEATURES AS NOTED IN PLANS.

DRAINAGE STRUCTURES AS INDICATED.

4. INSTALL INLET PROTECTION MEASURES ON THE EXISTING

INSTALL TEMPORARY SECURITY FENCE, IF REQUIRED.

3. PREPARE TEMPORARY PARKING AND STORAGE AREA AND

NECESSARY TO INSTALL SILT FENCE).

2. INSTALL SILT FENCE(S) ON THE SITE. (CLEAR ONLY THOSE AREAS

1. INSTALL STABILIZED CONSTRUCTION EXIT, IF REQUIRED.

PHASE I

POTASSIUM 10 TO 19 PERCENT

PHOSPHORUS 10 TO 19 PERCENT

NITROGEN 5 TO 19 PERCENT

IF USING MIXED GRADE FERTILIZER FOR HYDROSEEDING, ENSURE IT HAS THE FOLLOWING ANALYSIS:

POTASSIUM 10 TO 15 PERCENT

PHOSPHORUS 10 TO 15 PERCENT

NITROGEN 5 TO 10 PERCENT

FOLLOWING LIMITS:

SELECT FERTILIZER MIXED GRADE SUCH AS 10-10-10, 6-12-12, 5-10-15, OR OTHER ANALYSIS WITHIN THE

IT AT THE SAME RATE PER ACRE AS THE STANDARD FERTILIZER.

APPROXIMATELY 1,200 LBS/ACRE. IF USING HIGHER ANALYSIS FERTILIZER WITH HYDROSEEDING, APPLY

FERTILIZER MIXED GRADE - UNIFORMLY SPREAD THE FERTILIZER SELECTED OVER THE GROUND AT

RATE DETERMINED BY THE LABORATORY SOIL TEST.

AGRICULTURAL LIME - UNIFORMLY SPREAD AGRICULTURAL LIME ON THE GROUND AT THE APPROXIMATE

APPLY FERTILIZER AS FOLLOWS:

DEKALB COUNTY IS IN PLANTING ZONE 1.

THE SEEDING TABLE BELOW SHOULD BE USED IN DETEMINING GRASS SPECIES DEPENDENT ON PLANTING DATES.

AND OTHER APPLICABLE CONTRACT DOCUMENTS, OR LANDSCAPING PLANS.

OF THE CURRENT EDITION OF THE DEPARTMENT'S STANDARD SPECIFICATIONS (OR SPECIAL PROVISIONS)

SEEDING, FERTILIZING, LIMING, AND MULCHING FOR THIS PROJECT CAN BE FOUND IN SECTION 700

ALL TEMPORARY AND PERMANENT VEGETATIVE PRACTICES INCLUDING PLANT SPECIES, PLANTING DATES,

THE PROJECT SITE.

PROJECT IS AWARDED. A COPY OF THE CONSTRUCTION SCHEDULE SHALL BE MAINTAINED AT

PROJECT. THE CONSTRUCTION SCHEDULE FOR THIS PROJECT SHALL BE SUBMITTED AFTER THE

THE CONTRACTOR IS RESPONSIBLE FOR DEVELOPING THE CONSTRUCTION SCHEDULE FOR THE

REVISION DATES

DATE$$$

$USER$

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GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:


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0001

CHAIN LINK FENCE

CHAIN LINK FENCE

CHAIN LINK FENCE

CHAIN LINK FENCE

WALL

BUIL

DIN

G

WALL

WALL

WALL

WALL

WALL

WALL

WALL

WALL

WALLW

ALL

CONCRETE

DRIVE

BUS STOP

COVERED

CO

NC

RETE

WALL

#951 ROWLAND STREET

FRAME RESIDENCE

1-STORY

CONCRETE

PARKING

SS

M

M

M

SS

SS

MB

WW

D-3

W

W

W

MB

MB

W

W W

W

SS

T

W

W

Ds1 Ds2

Ds1 Ds2

Ds1 Ds2

Ds1 Ds2

Ds3

Ds3

Ds3

Ds3

100+00

101+00

102+00

103+00

104+00

105+00

P.T. 105+57.87



STA. 104+71.22


END CONSTRUCTION

RO

WL

AN

D ST.

RO

WL

AN

D ST.

CH

UR

CH ST.

RO

GE

RS ST.

E= 7.00

R= 1050.00

L= 241.75

T= 121.41

E= 2274258.4330

N= 1384448.5838

PI Sta= 104+37.53

Curve# 1

Curve #1

STA. 201+85.00


STA. 200+66.00


STA. 100+50.31

BEGIN MILL & INLAY

BEGIN CONSTRUCTION

STA. 100+00.00

BEGIN PROJECT

STA. 201+31.38

ROWLAND ST.

STA. 102+50.02 =


STA. 105+00.00

END PROJECT

200+00

201+00

202+00

203+00

103+16.12

P.

C.

1000

1000

1005

1005

1005

1010

1010

1010

1010

1015

1015

1015

1015

1015

1015

1020

1020

1020

1020

1020

1020

1020

1020

18"

BMP LOCATION DETAILS

54-



KRISTINE H. LOHRN/F



CALVIN MOODYN/F


N/F








EXIST. R/W

EXIST. R/W

EXIS

T.

R/

W

EXIS

T.

R/

W

EXIS

T.

R/

W

EXIS

T.

R/

W

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIS

T.

R/

W

GROUP, LLC

TOV EQUITY

N/F

REVISION DATES

DATE$$$

$USER$

$PRF8$

$$PENTABLE$$

$DGN$

$REF01$

$REF02$

$REF03$

$REF04$

$REF05$

TIME$$$

$REF06$

$REF07$

$REF08$

$REF09$

$REF10$

$REF11$

$REF12$

$REF13$

$REF14$

$REF15$

GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

EASEMENT FOR CONSTR



CONSTRUCTION LIMITS


C F

REQUIRED R/W LINE


20

SCALE IN FEET


LIMIT OF ACCESS




(SEE ERIT TABLE)



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