E SPLOST 4 - Clarkston
Transcript of 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
NORTH INDIAN CREEK DR.
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
LIMIT OF CONSTRUCTION
E=2274097.6422
N=1384545.0495
STA. 201+31.38
ROWLAND ST.
STA. 102+50.02 =
NORTH INDIAN CREEK DR.
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
EROSION CONTROL LEGEND AND UNIFORM CODE SHEET (SHEET 5 OF 7)EC-L5 03/2017
EROSION CONTROL LEGEND AND UNIFORM CODE SHEET (SHEET 4 OF 7)EC-L4 03/2017
EROSION CONTROL LEGEND AND UNIFORM CODE SHEET (SHEET 3 OF 7)EC-L3 03/2017
EROSION CONTROL LEGEND AND UNIFORM CODE SHEET (SHEET 2 OF 7)EC-L2 11/2018
EROSION CONTROL LEGEND AND UNIFORM CODE SHEET (SHEET 1 OF 7)EC-L1 03/2017
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)
1030D2 09/2001 CONCRETE AND METAL PIPE CULVERTS (SHEET 2 OF 3)
1030D1 09/2001 CONCRETE AND METAL PIPE CULVERTS (SHEET 1 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:
Engineering Solutions You Can Trust
Phone: 770 447 8999
www.wolvertoninc.com
6745 Sugarloaf Parkway Suite 100 Duluth, Georgia 30097
SPLOST 4
CITY OF CLARKSTON
PROJECT A
PROJECT NO.
Engineering Solutions You Can Trust
Phone: 770 447 8999
www.wolvertoninc.com
6745 Sugarloaf Parkway Suite 100 Duluth, Georgia 30097
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-
N. INDIAN CREEK RD. AT ROWLAND ST.
CLARKSTON PED ENHANCEMENTS
Engineering Solutions You Can Trust
Phone: 770 447 8999
www.wolvertoninc.com
6745 Sugarloaf Parkway Suite 100 Duluth, Georgia 30097
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:
Engineering Solutions You Can Trust
Phone: 770 447 8999
www.wolvertoninc.com
6745 Sugarloaf Parkway Suite 100 Duluth, Georgia 30097
SPLOST 4
CITY OF CLARKSTON
PROJECT A
PROJECT NO.
18TP032_04.dgn 2/15/2019 4:59:05 PM
Engineering Solutions You Can Trust
Phone: 770 447 8999
www.wolvertoninc.com
6745 Sugarloaf Parkway Suite 100 Duluth, Georgia 30097
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.
CLARKSTON PED ENHANCEMENTS
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
NORTH INDIAN CREEK DRIVE
STA. 103+08 TO STA. 104+71
NORTH INDIAN CREEK DRIVE
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 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
NORTH INDIAN CREEK DRIVE
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"
VARIES TO MATCH EXISTING
21'-10" TO 22'-0"
VARIES TO MATCH EXISTING
21'-10" TO 22'-4"
VARIES TO MATCH EXISTING
22'-2" TO 23'-10"
VARIES TO MATCH EXISTING
MATCH EXIST. MATCH EXIST.
MATCH EXIST. MATCH EXIST.
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:
Engineering Solutions You Can Trust
Phone: 770 447 8999
www.wolvertoninc.com
6745 Sugarloaf Parkway Suite 100 Duluth, Georgia 30097
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
0001
DETAILED ESTIMATE
09-
N. INDIAN CREEK RD. AT ROWLAND ST.
CLARKSTON PED ENHANCEMENTS
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:
Engineering Solutions You Can Trust
Phone: 770 447 8999
www.wolvertoninc.com
6745 Sugarloaf Parkway Suite 100 Duluth, Georgia 30097
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
NORTH INDIAN CREEK DR.
NORTH INDIAN CREEK DR.
CURB & GUTTER
RETAIN EXISTING
CURB & GUTTER
RETAIN EXISTING
CURB & GUTTER
RETAIN EXISTING
CURB & GUTTER
RETAIN EXISTING
STA. 104+71.22
LIMIT OF MILL & INLAY
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
LIMIT OF CONSTRUCTION
STA. 200+66.00
LIMIT OF CONSTRUCTION
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 =
NORTH INDIAN CREEK DR.
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
TIE TO EXISTING CURB & GUTTER
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 CURB & GUTTER
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-
N. INDIAN CREEK RD. AT ROWLAND ST.
CLARKSTON PED ENHANCEMENTS
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
BAPTIST CONVENTION, INC.BOARD OF THE SOUTHEN
THE NORTH AMERICAN MISSION 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
Engineering Solutions You Can Trust
Phone: 770 447 8999
www.wolvertoninc.com
6745 Sugarloaf Parkway Suite 100 Duluth, Georgia 30097
SPLOST 4
CITY OF CLARKSTON
PROJECT A
PROJECT NO.
18TP032_13-0001.dgn 2/15/2019 4:59:47 PM
DRAINAGE PROFILES
22-
N. INDIAN CREEK RD. AT ROWLAND ST.
CLARKSTON PED ENHANCEMENTS
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:
Engineering Solutions You Can Trust
Phone: 770 447 8999
www.wolvertoninc.com
6745 Sugarloaf Parkway Suite 100 Duluth, Georgia 30097
SPLOST 4
CITY OF CLARKSTON
PROJECT A
PROJECT NO.
Engineering Solutions You Can Trust
Phone: 770 447 8999
www.wolvertoninc.com
6745 Sugarloaf Parkway Suite 100 Duluth, Georgia 30097
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:
Engineering Solutions You Can Trust
Phone: 770 447 8999
www.wolvertoninc.com
6745 Sugarloaf Parkway Suite 100 Duluth, Georgia 30097
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.
CLARKSTON PED ENHANCEMENTS
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:
Engineering Solutions You Can Trust
Phone: 770 447 8999
www.wolvertoninc.com
6745 Sugarloaf Parkway Suite 100 Duluth, Georgia 30097
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
NORTH INDIAN CREEK DR.
NORTH INDIAN CREEK DR.
STA. 104+71.22
LIMIT OF MILL & INLAY
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
LIMIT OF CONSTRUCTION
STA. 200+66.00
LIMIT OF CONSTRUCTION
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 =
NORTH INDIAN CREEK DR.
STA. 105+00.00
END PROJECT
200+00
201+00
202+00
203+00
103+16.12
P.
C.
UTILITY PLANS
24-
CLARKSTON PED ENHANCEMENTS
N. INDIAN CREEK RD. AT ROWLAND ST.
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
BAPTIST CONVENTION, INC.BOARD OF THE SOUTHEN
THE NORTH AMERICAN MISSION 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
Engineering Solutions You Can Trust
Phone: 770 447 8999
www.wolvertoninc.com
6745 Sugarloaf Parkway Suite 100 Duluth, Georgia 30097
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
NORTH INDIAN CREEK DR.
NORTH INDIAN CREEK DR.
STA. 104+71.22
LIMIT OF MILL & INLAY
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
LIMIT OF CONSTRUCTION
STA. 200+66.00
LIMIT OF CONSTRUCTION
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 =
NORTH INDIAN CREEK DR.
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-
N. INDIAN CREEK RD. AT ROWLAND ST.
CLARKSTON PED ENHANCEMENTS
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
BAPTIST CONVENTION, INC.BOARD OF THE SOUTHEN
THE NORTH AMERICAN MISSION 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
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
24" SOLID WHITE (TYP.)
THERMOPLASTIC
2' SEG. 6' GAP. (TYP.)
5" SKIP WHITE
THERMOPLASTIC
5" SOLID WHITE (TYP.)
THERMOPLASTIC
5" SOLID WHITE (TYP.)
THERMOPLASTIC
5" SOLID WHITE (TYP.)
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
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
Engineering Solutions You Can Trust
Phone: 770 447 8999
www.wolvertoninc.com
6745 Sugarloaf Parkway Suite 100 Duluth, Georgia 30097
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-
N. INDIAN CREEK RD. AT ROWLAND ST.
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:
Engineering Solutions You Can Trust
Phone: 770 447 8999
www.wolvertoninc.com
6745 Sugarloaf Parkway Suite 100 Duluth, Georgia 30097
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
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
LIMIT OF ACCESS
BEGIN LIMIT OF ACCESS............BLA
END LIMIT OF ACCESS..............ELA
REQ'D R/W & 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
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
LIMIT OF ACCESS
BEGIN LIMIT OF ACCESS............BLA
END LIMIT OF ACCESS..............ELA
REQ'D R/W & 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 W/BACKPLATE
3 SECTION HEAD
STREET LIGHT
MAST ARM
DOWN GUY
TIMBER POLE
STRAIN POLE
CONTROLLER CABINET
4 SECTION HEAD W/BACKPLATE
27-0002
SIGNAL PLANS
27-
N. INDIAN CREEK RD. AT ROWLAND ST.
CLARKSTON PED ENHANCEMENTS
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:
Engineering Solutions You Can Trust
Phone: 770 447 8999
www.wolvertoninc.com
6745 Sugarloaf Parkway Suite 100 Duluth, Georgia 30097
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
N. INDIAN CREEK RD. AT ROWLAND ST.
CLARKSTON PED ENHANCEMENTS
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:
Engineering Solutions You Can Trust
Phone: 770 447 8999
www.wolvertoninc.com
6745 Sugarloaf Parkway Suite 100 Duluth, Georgia 30097
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-
N. INDIAN CREEK RD. AT ROWLAND ST.
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:
Engineering Solutions You Can Trust
Phone: 770 447 8999
www.wolvertoninc.com
6745 Sugarloaf Parkway Suite 100 Duluth, Georgia 30097
PROJECT NO.
PROJECT ACLARKSTON
CITY OF
18-TP-032_27-0004.dgn 2/15/2019 3:32:55 PM
ESPCP GENERAL NOTES
51-
N. INDIAN CREEK RD. AT ROWLAND ST.
CLARKSTON PED ENHANCEMENTS
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$$$
$USER$
$PRF8$
$$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:
Engineering Solutions You Can Trust
Phone: 770 447 8999
www.wolvertoninc.com
6745 Sugarloaf Parkway Suite 100 Duluth, Georgia 30097
SPLOST 4
CITY OF CLARKSTON
PROJECT A
PROJECT NO.
18TP032_51.dgn 2/15/2019 4:59:55 PM
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
NORTH INDIAN CREEK DR.
NORTH INDIAN CREEK DR.
STA. 104+71.22
LIMIT OF MILL & INLAY
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
LIMIT OF CONSTRUCTION
STA. 200+66.00
LIMIT OF CONSTRUCTION
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 =
NORTH INDIAN CREEK DR.
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-
CLARKSTON PED ENHANCEMENTS
N. INDIAN CREEK RD. AT ROWLAND ST.
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
BAPTIST CONVENTION, INC.BOARD OF THE SOUTHEN
THE NORTH AMERICAN MISSION 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
Engineering Solutions You Can Trust
Phone: 770 447 8999
www.wolvertoninc.com
6745 Sugarloaf Parkway Suite 100 Duluth, Georgia 30097
SPLOST 4
CITY OF CLARKSTON
PROJECT A
PROJECT NO.
18TP032_54-0001.dgn 2/15/2019 5:01:14 PM