2024_01_18 T2305 High Point Final Plans Resub.pdf

MILES

DEPARTMENT OF TRANSPORTATION

STATE OF GEORGIA

PLANS COMPLETED - -

REVISIONS

PLAN AND PROFILE OF PROPOSED

NET LENGTH OF EXCEPTIONS

GROSS LENGTH OF PROJECT

NET LENGTH OF ROADWAY

NET LENGTH OF BRIDGES

NET LENGTH OF PROJECT

LENGTH OF PROJECT

LOCATION SKETCH (N.T.S)

SUBSECTIONS 102.04, 102.05, AND 104.03 OF THE SPECIFICATIONS.

OF TRANSPORTATION 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 DEPARTMENT

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

THE DEPARTMENT OF TRANSPORTATION.

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 :

APPROVAL DATE:

LOCATION & DESIGN

OF 1988.

AMERICAN VERTICAL DATUM (NAVD)

1983)/94 WEST ZONE, AND THE NORTH

COORDINATE SYSTEM OF 1984 (NAD

USING THE HORIZONTAL GEORGIA

THIS PROJECT HAS BEEN PREPARED BY:

PLANS PREPARED

http://mydocs.dot.ga.gov/info/gdotpubs/ConstructionStandardsAndDetails/Forms/AllItems.aspx

PROJECT LOCATION

PROJECT NO. T2305

01-0001

MID-POINT COORDINATES

T2305

Project No.

COUNTY No.121

FULTON

SPEED DESIGN: 35 MPH

24 HR.TRUCKS %: N/A

% TRUCKS: N/A

DIRECTIONAL DIST: N/A

TRAFFIC D.H.V.: N/A

TRAFFIC A.D.T.: N/A

TRAFFIC A.D.T.: N/A

DESIGN DATA: N/A

100% IN CONG. DIST. NO. 5.

FUTLON COUNTY AND IS

THIS PROJECT IS 100% IN

PROJECT DESIGNATION: EXEMPT

E X I S T

R

W E

X I S

W

E X I S

W E

X I S

W

EXIST. R/W

EXIST. R/W

N 1416353.7250

E 2235590.1573

STA. 103+50.00 HIGH POINT RD

EXIST. R/W

0.0000

0.0000

STANDARDS AND DETAILS BOOK WHICH THEY REVISE OR IN WHICH THERE IS A CONFLICT.

ANY REVISIONS CONTAINED WITHIN THIS PLAN SET SUPERSEDE THE 2023 CONSTRUCTION

CONSTRUCTION STANDARDS AND DETAILS BOOK IS AVAILABLE AT:

STANDARDS AND DETAILS BOOK AND ATTACHED APPLICABLE REVISIONS. THE 2023

THESE PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH THE 2023 CONSTRUCTION

FUNCTIONAL CLASS: COLLECTOR

0.0947

PEDESTRIAN CROSSING DESIGN

5080 HIGH POINT ROAD

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GRWCOV

CONCOV

DRAWING No.

T S

A T

E

O GF

E

O

R G

I A

C

O

NSTITUTIO

N

JUSTICE OM DER

ATIONDOM

WIS

100 200

SCALE IN FEET

0 50

SANDY SPRINGS

GEORGIA

PROJECT NUMBER

T2305

FOREST HILLS DR

H I

G H

P

O I

N

D

STA. 101+27.23

BEGIN CONSTRUCTION

100+00

105+00

E 2235591.6289

N 1416603.7207

STA. 106+00.00

END PROJECT T-2305

STA. 105+58.50

END CONSTRUCTION

E 2235587.2794

N 1416103.7443

STA. 101+00.00

BEGIN PROJECT T-2305

Peachtree Corners, Georgia 30092

3930 East Jones Bridge Road, Suite 350

Engineering, Planning, and Environmental Consultants

5080 HIGH POINT ROAD, SANDY SPRINGS, GA 30342

winnie.gobbel Image winnie.gobbel Image

DESCRIPTIONDESCRIPTION

INDEX

DRAWING NO. DRAWING NO.

01-0001

02-0001

23-0001 TO 23-0004

COVER SHEET

INDEX

TYPICAL SECTION

03-0001 REVISION SUMMARY SHEET

GENERAL NOTES

EARTHWORK CROSS SECTIONS

UTILITY PLANS

SUMMARY OF QUANTITIES

05-0001

06-0001

13-0001

BMP LOCATION DETAILS

52-0001 CONST. DETAIL (EC-L1) - EROSION CONTROL LEGEND AND UNIFORM CODE SHEET (SHEET 1 OF 7) (03-17)

LAST REV.

CONSTRUCTION PLAN SHEETS

02-0001

24-0001

26-0001 SIGNING & MARKING PLANS

27-0001 TO 27-0005 SIGNAL PLANS

THE GEORGIA CONSTRUCTION DETAILS AND STANDARDS HAVE NOT BEEN PROVIDED IN THE PLAN SET.

REFER TO THE 2023 CONSTRUCTION STANDARDS AND DETAILS BOOK

54-0001

EROSION CONTROL DETAILS

D-54 SOD INSTALLATION (04-16)56-0001

04-0001 TO 04-0002

REVISION DATES

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CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

SANDY SPRINGS

GEORGIA

PROJECT NUMBER

T2305

Peachtree Corners, Georgia 30092

Suite 350, 3930 East Jones Bridge Road

Engineering, Planning, and Environmental Consultants

PEDESTRIAN CROSSING DESIGN

5080 HIGH POINT ROAD, SANDY SPRINGS, GA 30342

REVISION

REVISION SUMMARY

03-

DRAWING NO.DATE DATE DRAWING NO. REVISION

03-0001

REVISION DATES

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Peachtree Corners, Georgia 30092

Suite 350, 3930 East Jones Bridge Road

Engineering, Planning, and Environmental Consultants

SANDY SPRINGS

GEORGIA

PROJECT NUMBER

T2305

PEDESTRIAN CROSSING DESIGN

GENERAL NOTES:

TO BE REMOVED OR RELOCATED TO CLEAR CONSTRUCTION IN ADVANCE OF HIS WORK.

FACILITIES WHICH ARE IN CONFLICT WITH CONSTRUCTION AND ARE NOT COVERED AS SPECIFIC ITEMS IN THE DETAILED ESTIMATE ARE

UTILITY THAT EXISTS ON THE HIGHWAY PROJECT IN ITS ORIGINAL, RELOCATED, OR NEWLY INSTALLED POSITION. ALL UTILITY

WILL NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY UNDER THIS REQUIREMENT. "EXISTING UTILITY FACILITIES" MEANS ANY

AS TO PLAN OR ELEVATION. UTILITY FACILITIES SUCH AS SERVICE LINES OR UNKNOWN FACILITIES NOT SHOWN ON HIGHWAY PLANS

2. ALL KNOWN UTILITY FACILITIES ARE SHOWN SCHEMATICALLY ON HIGHWAY PLANS AND ARE NOT NECESSARILY ACCURATE IN LOCATION

AS WELL AS GDOT STANDARDS AS A BACKUP SOURCE.

1. ALL WORK TO BE DONE IN ACCORDANCE WITH CITY OF SANDY SPRINGS TECHNICAL MANUAL AND CODE, CURRENT EDITION,

3. THE FOLLOWING UTILITIES HAVE FACILITIES IN THE PROJECT AREA:

CONTACT INFORMATIONSERVICEUTILITY OWNER

DESCRIPTIONS OF MONUMENTS USED.

7. HORIZONTAL CONTROL IS BASED UPON GEORGIA STATE PLANE COORDINATE SYSTEM. SEE CONSTRUCTION PLANS FOR LOCATIONS AND

ANY UNSUITABLE OR WASTE MATERIAL.

6. IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO FURNISH SUITABLE BORROW MATERIAL FOR THE PROJECT AND DISPOSE OF

IF THE CONTRACTOR RELIES ON THE AREA SHOWN ON THE PLANS. THE ESTIMATED TOTAL AREA FOR GRASSING IS 0.1 ACRES.

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

NO RESPONSIBILITY FOR ITS ACCURACY. THE CONTRACTOR SHALL BID ON GRASSING COMPLETE, LUMP SUM, AND IT SHALL BE HIS

5. THE TOTAL AREA SHOWN ON THE PLANS FOR GRASSING IS FOR INFORMATION ONLY. THE CITY OF SANDY SPRINGS ASSUMES

FOR GRADING COMPLETE - LUMP SUM.

BE PERIODICALLY WATERED, SUFFICIENT TO RETARD DUST. ALL COSTS FOR DUST CONTROL SHALL BE INCLUDED IN PRICE BID

4. THE CONTRACTOR SHALL STRICTLY ADHERE TO DUST CONTROL REGULATIONS. ALL AREAS SUBJECTED TO DUST FORMATION MUST

15. ALL CONCRETE SIDEWALKS AND WHEELCHAIR RAMPS LOCATED IN THE RADIUS RETURN SHALL BE 8" THICKNESS.

OUTSIDE THE LIMITS OF CONSTRUCTION, SHALL NOT BE DISTURBED UNLESS DIRECTED BY THE ENGINEER.

14. STRUCTURES, TREES, SHRUBS AND OTHER PLANT MATERIAL THAT FALL WITHIN THE RIGHT-OF-WAY AND EASEMENT LIMITS, BUT

IF NECESSARY. TYPE OF RAMP MAY BE MODIFIED AS DIRECTED BY THE ENGINEER.

13. HANDICAP RAMPS SHALL BE CONSTRUCTED AT ALL POINTS WHERE SIDEWALK TERMINATES AT CURB OR IS BISECTED BY DRIVEWAYS, OF UNIFORM TRAFFIC CONTROL DEVICES" CURRENT EDITION AND/OR AS DIRECTED BY THE ENGINEER.

TRAFFIC DURING CONSTRUCTION. ALL TEMPORARY SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE "MANUAL

OF TEMPORARY SIGNING AND PAVEMENT MARKINGS, BARRICADES, CHANNELIZING DEVICES, ETC. REQUIRED FOR MAINTENANCE OF

12. PRICE BID FOR TRAFFIC CONTROL-LUMP SUM SHALL INCLUDE, BUT IS NOT LIMITED TO, CONSTRUCTION, MAINTENANCE, AND REMOVAL

CONSTRUCTION.

PROVISIONS FOR TRAFFIC CONTROL AND SEQUENCE OF OPERATIONS IN REGARDS TO MAINTENANCE OF TRAFFIC DURING

11. THE CONTRACTOR’S ATTENTION IS DIRECTED TO ARTICLES 104.05 & 107.07 OF THE STANDARD SPECIFICATIONS AND THE SPECIAL

PAVEMENT NOT PROPERLY STRIPED.

TRAFFIC CONTROL DEVICES," CURRENT EDITION OR AS DIRECTED BY THE ENGINEER. TRAFFIC SHALL NOT BE ALLOWED ON ANY

CONFUSE THE TRAVELING PUBLIC. ALL REMAINING LINES OR MARKINGS SHALL BE IN ACCORDANCE WITH THE "MANUAL ON UNIFORM

THE CONTRACTOR SHALL REMOVE OR OVERLAY LINES TO THE SATISFACTION OF THE ENGINEER SUCH THAT THE LINES DO NOT

10. WHERE EXISTING PAVEMENT MARKINGS AND LINES ARE IN CONFLICT WITH THE TRAFFIC PATTERN BEING USED ON CONSTRUCTION, BID FOR OTHER CONTRACT ITEMS, EXCEPT WHEN SAWING P.C.C. CONCRETE PAVEMENT.

ENSURE PAVEMENT REMOVAL TO A NEAT LINE. THE COST FOR SAWED JOINTS, WHEN REQUIRED, SHALL BE INCLUDED IN PRICE

CURBING IS TO BE PLACED ACROSS A PAVED AREA, A JOINT SHALL BE SAWED ON A LINE ESTABLISHED BY THE ENGINEER TO

9. AT LOCATIONS WHERE NEW PAVEMENT IS TO BE PLACED ADJACENT TO EXISTING PAVEMENT WITHOUT AN OVERLAY OR WHERE

AS DIRECTED BY THE ENGINEER. COST FOR REMOVAL SHALL BE INCLUDED IN THE PRICE FOR GRADING COMPLETE.

8. ALL EXISTING PIPES AND DRAINAGE STRUCTURES SHALL BE RETAINED UNLESS OTHERWISE NOTED ON PLANS TO BE REMOVED OR

18. A NOTICE OF INTENT (NOI) IS NOT REQUIRED FOR THIS PROJECT. THE DISTURBED AREA IS 0.03 ACRES.

WILL BE MADE FOR ANY COSTS INCURRED TO COMPLY WITH THIS REQUIREMENT.

AT SPECIFIC LOCATIONS IN THE PLANS AND HAVING SPECIFIC PAY ITEMS IN THE DETAILED ESTIMATE. NO SEPARATE PAYMENT

THAT HAVE BEEN DAMAGED OR REMOVED OR REGRADED AS REQUIRED BY THE ENGINEER EXCEPT FOR THOSE DRAINAGE ITEMS SHOWN

LIMITS. THIS MAY INCLUDE, BUT IS NOT LIMITED TO, REPLACEMENT OR RECONSTRUCTION OF EXISTING DRAINAGE STRUCTURES

17. THE CONTRACTOR SHALL ENSURE THAT POSITIVE AND ADEQUATE DRAINAGE IS MAINTAINED AT ALL TIMES WITHIN THE PROJECT

BY THE ENGINEER AND PAID FOR UNDER GRADING COMPLETE. REFER TO SECTION 161 OF THE STANDARD SPECIFICATIONS.

IN ORDER TO REDUCE EROSION. IF THE SEASON DOES NOT PERMIT GRASSING, TEMPORARY MULCH SHALL BE USED AS DIRECTED

16. ALL CUT AND FILL SLOPES SHALL BE GRASSED AS DIRECTED BY THE ENGINEER IMMEDIATELY AFTER THE SLOPES ARE ESTABLISHED

04-0001

GENERAL NOTES

ATLANTA GAS LIGHT GAS 678-492-9807

CITY OF ATLANTA WATER 404-546-3519

AT&T TELECOMMUNICATION 305-409-1542

COMCAST TELECOMMUNICATION 678-708-7112

FULTON COUNTY SEWER 404-612-4248

GEORGIA POWER 404-506-6539

MARTA 404-848-6944

ELECTRICITY

ELECTRICITY

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SANDY SPRINGS

GEORGIA

PROJECT NUMBER

T2305

Peachtree Corners, Georgia 30092

Suite 350, 3930 East Jones Bridge Road

Engineering, Planning, and Environmental Consultants

PEDESTRIAN CROSSING DESIGN

GENERAL NOTES

04-0002

THE DETOUR ROUTE SERVES.

13. ALL M4-9 SIGNS SHALL HAVE ADVISORY BLADES INSTALLED BELOW THE "DETOUR" SIGN IDENTIFYING THE CLOSED STREET THAT

AT NO ADDITIONAL EXPENSE TO THE DEPARTMENT.

CONDITIONS WARRANT. IF ADDITIONAL TRAFFIC CONTROL DEVICES ARE REQUIRED THESE SHALL BE PROVIDED BY THE CONTRACTOR

12. THE CITY OF SANDY SPRINGS RESERVES THE RIGHT TO MODIFY THIS MAINTENANCE OF TRAFFIC PLAN AS FIELD

EQUALS THE DESIGN SPEED LIMIT FOR THE TAPER.

11. REFLECTORIZED DRUMS SHALL BE PROVIDED FOR CHANNELIZATION OF TRAFFIC IN ALL TRAFFIC SHIFTS. MAXIMUM SPACING

ALONG ANY ADJACENT SIDE ROAD OR DRIVEWAY.

10. ALL TRAFFIC CONTROL DEVICES SHALL BE MAINTAINED BY THE CONTRACTOR SO AS TO NOT INTERFERE WITH SIGHT DISTANCE

9. THE CONTRACTOR SHALL MAINTAIN INGRESS AND EGRESS TO DRIVEWAYS AT ALL TIMES.

FROM THE EDGE OF THE TRAVEL LANES UNLESS PRIOR APPROVAL IS GRANTED BY THE DEPARTMENT OF TRANSPORTATION.

8. ALL REFLECTORIZED PLASTIC DRUMS AND TEMPORARY CONCRETE BARRIERS SHALL BE PLACED A MINIMUM OF 2 FEET (0.6 M)

TYPE I AND TYPE II BARRICADES AND CONES SHALL NOT BE USED.

7. ONLY REFLECTORIZED PLASTIC DRUMS AND TEMPORARY CONCRETE BARRIERS SHALL BE USED ADJACENT TO TRAVEL LANES.

OR PAVING OVER. "BLACK OUT" PAINT IS PROHIBITED.

6. EXISTING PAVEMENT MARKINGS THAT CONFLICT WITH TRAFFIC SHIFTS SHALL BE OBLITERATED BY THE CONTRACTOR BY GRINDING

RELATED TRAFFIC CONTROL DEVICES.

REPLACING DAMAGED AND STOLEN SIGNS, AND PERIODIC CLEANING OF EXISTING SIGNS, BARRELS, AND OTHER CONSTRUCTION

5. EXISTING TRAFFIC SIGNS SHALL BE MAINTAINED BY THE CONTRACTOR THROUGHOUT CONSTRUCTION. MAINTENANCE INCLUDES

4. IN RESIDENTIAL AREAS SIGNS SHALL BE LOCATED ON, OR AS CLOSE AS POSSIBLE TO, PROPERTY LINES.

PANELS ARE PROHIBITED.

3. ALL TEMPORARY SIGNS SHALL HAVE HIGH INTENSITY REFLECTORIZED SHEETING ON METAL SIGN PANELS. PLYWOOD SIGN

HIGHWAY SIGNS, (LATEST EDITIONS).

2. ALL SIGNS AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, AND STANDARD

CONTROL, LUMP SUM.

1. ALL ITEMS NECESSARY FOR COMPLIANCE WITH THESE REQUIREMENTS SHALL BE INCLUDED IN THE PRICE BID FOR TRAFFIC

MAINTENANCE OF TRAFFIC

GENERAL NOTES (CONT’D):

22. ALL PROPOSED DETECTABLE WARNING STRIPS SHALL BE RED AND MEET SANDY SPRINGS STANDARDS.

THIS WORK SHALL BE PAID FOR UNDER PAY ITEM 210-0100 GRADING COMPLETE.

21. TRIM ALL TREE LIMBS TO PROVIDE A MINIMUM OF 8’ CLEARANCE ABOVE THE SIDEWALK. ENSURE SIGNAL HEAD AND SIGN VISIBILITY.

20. UNLESS OTHERWISE SPECIFIED OR DIRECTED BY THE INSPECTOR, ALL WATER LINES SHALL HAVE A MINIMUM OF 48 INCHES OF COVER.

REQUIREMENT SHALL BE INCLUDED IN THE BID ITEM COST FOR NO. 700-9300 - SOD.

NO SEPARATE PAYMENT WILL BE MADE FOR ANY COST INCURRED TO COMPLY WITH THIS REQUIREMENT. THE TOTAL COST OF THIS

WHICH MAY BE PLANTED AND GROWING ON THE ADJACENT LAWN, I.E. BERMUDA SOD FOR BERMUDA SOD, ZOYSIA FOR ZOYSIA, ETC.

19. TYPE OF SOD USED ON THIS PROJECT, UNLESS OTHERWISE SHOWN, WILL BE REQUIRED TO MATCH ANY TYPE OF GRASS OR SOD winnie.gobbel

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SANDY SPRINGS

GEORGIA

PROJECT NUMBER

T2305

Peachtree Corners, Georgia 30092

Suite 350, 3930 East Jones Bridge Road

Engineering, Planning, and Environmental Consultants

PEDESTRIAN CROSSING DESIGN

TYPICAL SECTIONS

05-0001

SIDEWALK

6’-0"

REQUIRED PAVEMENT

A

B

C

D

EXIST. PAVEMENT TO BE RETAINED

CONCRETE SIDEWALK, 4"

A

D

B C

CL

EXIST

0’-6"

TRAVEL LANE

12’-0"

1’-6"

D

B

0’-6"

CL

0’-0" TO 2’-0"

VARIES

VARIES

SHOULDER

D

SOD

E REMOVE EXIST. PAVEMENT

E

E

C

CONC HEADER CURB, 6 IN, TP 2 (GA. STD. 9032B)

SHOULDER VARIES

10’-0"

12’-0" TO 15’-9"

TRAVEL LANE VARIES

SEE PLANS FOR SIDEWALK CROSS-SLOPE DETAILS

EXIST

Peachtree Corners, Georgia 30092

Suite 350, 3930 East Jones Bridge Road

Engineering, Planning, and Environmental Consultants

N.T.S.

REVISION DATES

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GEORGIA

PROJECT NUMBER

2% MAX

T2305

2:1 TYP

2% MAX

2:1 MAX

2:

MAX

STA. 103+24.00 TO STA. 104+46.55

HIGH POINT RD

TS-02

STA. 104+46.55 TO STA. 104+68.45

STA. 102+52.99 TO STA. 103+24.00

HIGH POINT RD

TS-01

PEDESTRIAN CROSSING DESIGN

SUMMARY OF QUANTITIES

SUMMARY QUANTITIES

06-0001

QUANTITY LUMP SUM

LUMP SUMQUANTITY

TRAFFIC CONTROL - T2305

GRADING COMPLETE - T2305

QUANTITY

QUANTITY

QUANTITY

CONC SIDEWALK, 4 IN

CONC SIDEWALK, 8 IN

23 SY

SUMMARY OF QUANTITIES - STANDARD SIGNS

STATION

INSTL.

NO.

SIGN

CODE

HIGHWAY SIGNS POST

TP 1 MATL,

TYPE 7 TYPE 8

SIZE QUANTITY

FEET

SQUARE

(FEET)

LENGTH

QUANTITY

LENGTH

TOTAL

(FEET)

LENGTH

QUANTITY

LENGTH

TOTAL

(FEET)

LENGTH

QUANTITY

LENGTH

TOTAL

TYPE 8 W/ TYPE 9 INSERT

(EA)

EXIST.

RESET

REFL SHEETING TP 9

(EA)

EXIST.

REMOVE

REFL SHEETING TP 11

TP 1 MATL,

SIZE QUANTITY

FEET

SQUARE

SIZE

FEET

SQUARE

QUANTITY

TP 2 MATL,

REFL SHEETING TP 9

(EA)

SUPPORT

BREAKAWAY

MOUNTED

GROUND

QUANTITY

MULCH

QUANTITY

AGRICULTURAL LIME

QUANTITY

FERTILIZER MIXED GRADE

QUANTITY

1 TN

1 TN

SOD

FERTILIZER NITROGEN CONTENT

SIGNAL QUANTITIES UNIT TOTAL

QUANTITY 2 EA

QUANTITY

THERMOPLASTIC SOLID TRAF STRIPE, 5 IN, WHITE

QUANTITY

STRIPE, 5 IN, WHITE

THERMOPLASTIC SKIP TRAF

QUANTITY 396 LF

QUANTITY

STRIPE, 24 IN, WHITE

THERMOPLASTIC SOLID TRAF

STRIPE, 8 IN, WHITE

THERMOPLASTIC SOLID TRAF

49 SY

232 LF

TOTAL

AS DIRECTED

STA. 105+58.49

STA. 104+58.50

STA. 104+25.38

STA. 103+95.30

STA. 103+83.04

STA. 103+57.35

STA. 103+40.46

STA. 103+22.46

STA. 103+05.30

STA. 102+27.14

STA. 102+07.83

STA. 101+27.23

36" X 36"

24" X 12"

30" X 30"

30" X 30"

30" X 30"

24" X 8"

36" X 36"

18" X 24"

12" X 36"

12" X 36"

18" X 24"

24" X 12"

30" X 30"

30" X 30"

36" X 36"

W3-4

W16-9P

W11-2

R10-15A(L)

R10-15A(R)

S4-3P

S1-1

R560-5

R1-6A

R1-6A

R560-5

W16-9P

W11-2

R10-15A(R)

W3-4

75.58

6.25

6.25

6.25

1.33

6.25

6.25

14.5

14.5

14.5

14.5

CONCRETE HEADER CURB, 6 IN, TP 2

QUANTITY 60 SF

DETECTABLE WARNING SURFACE

1 LB

4 TN

QUANTITY 75 SY

THERMOPLASTIC PAVEMENT MARKING ARROW, TP 2

124 LF

80 GLF

48 LF

QUANTITY

THERMOPLASTIC TRAF STRIPING, WHITE

POWDER COATED AUTOMATIC GREEN

STEEL STRAIN POLE, TP IV, INCL LUMINAIRE ARM,

RRFB INSTALLATION NO - 1

VIDEO DETECTION SYSTEM, NO - 1

RECTANGULAR RAPID BEACON ASSEMBLY

EA

LS

LS

EA 4

QUANTITY

REMOVE EXIST TRAF MARKINGS - T2305

LUMP SUM

24 SY

LS 1TESTING - VIDEO DETECTION SYSTEM

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SANDY SPRINGS

GEORGIA

PROJECT NUMBER

T2305

Peachtree Corners, Georgia 30092

Suite 350, 3930 East Jones Bridge Road

Engineering, Planning, and Environmental Consultants

PEDESTRIAN CROSSING DESIGN

13-0001

CONSTRUCTION PLAN

WILLIAM PARK PRIOR TO ANY TREE WORK.

ARBORIST. CONSULT WITH URBAN FOREST COORDINATOR

1. TREE PRUNING TO BE CONDUCTED BY A CERTIFIED

NOTE:

+99.30

37.55’

+53.69

14.50’

EXIST. FENCE

DO NOT DISTURB

EXIST. FENCE

DO NOT DISTURB

R

EXIST. UTILITY POLE

DO NOT DISTURB

EXIST. UTILITY POLE

DO NOT DISTURB

+63.95

3.50’1

+63.95

2.50’1

EXIST. FIRE HYDRANT

DO NOT DISTURB

25’R

+54.95

12.50’

TP 2 HEADER CURBTP 2 HEADER CURB

DO NOT DISTURB TREE

1 EXISTING CREPE MYRTLE TO BE REMOVED

EXIST. TREE TO BE TRIMMED

EXIST. TREE TO BE TRIMMED

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GEORGIA

PROJECT NUMBER

T2305

SCALE IN FEET

0 40 80

PROPERTY AND EXISTING R/W LINE

REQUIRED R/W LINE

EASEMENT FOR CONSTR

& MAINTENANCE OF SLOPES

EASEMENT FOR CONSTR

& MAINTENANCE OF DRAINAGE

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

PL CONSTRUCTION LIMITS

LIMIT OF ACCESS

REQ’D R/W & LIMIT OF ACCESS

ORANGE BARRIER FENCE

(SEE ERIT TABLE)

ESA - ENV. SENSITIVE AREA

DROP INLETCATCH BASIN

OUTFLOW CONTROL DEVICE

JUNCTION BOXMANHOLE

C F

Peachtree Corners, Georgia 30092

3930 East Jones Bridge Road, Suite 350

Engineering, Planning, and Environmental Consultants

PEDESTRIAN CROSSING DESIGN

5080 HIGH POINT ROAD

5080 HIGH POINT ROAD, SANDY SPRINGS, GA 30342

6’ SIDEWALK

P I

HIGH POINT ROAD

F O

R E S

H

L L

F O

R E

L

D R I

V E

W A

Y B E T

H

T E F I L L

A H

E 2235587.2794

N 1416103.7443

STA. 101+00.00

BEGIN PROJECT T-2305

E 2235591.6289

N 1416603.7207

STA. 106+00.00

END PROJECT T-2305

RAMP, TP B

RAMP, TP B

RAMP, TP D

RAMP, TP D

STA. 103+98.91, 50.10’ LT

TIE TO EXIST. HEADER CURB

STA. 103+23.75, 27.03’ RT

TIE TO EXIST. SIDEWALK

STA. 103+38.75, 27.11’ RT

TIE TO EXIST. SIDEWALK

EXIST. SIDEWALK TO REMAIN

STA. 101+27.23

BEGIN CONSTRUCTION

STA. 105+58.50

END CONSTRUCTION

STA. 104+25.01, 36.80’ LT

TIE TO EXIST. HEADER CURB

STA. 104+68.45, 15.21’ LT

TIE TO EXIST. HEADER CURB

RED DETECTABLE WARNING STRIPS

REPLACE WITH SANDY SPRINGS STANDARD

RED DETECTABLE WARNING STRIPS

REPLACE WITH SANDY SPRINGS STANDARD

DB 51502, PG 535

(5058 HIGH POINT ROAD)

CAROLYN PRICE MASSICOTT

DB 60115, PG 288

(5072 HIGH POINT ROAD)

SAMUEL SILVER & BARBARA CONVENY

DB 52130, PG 408

(5042 HIGH POINT ROAD)

DAVID AUTOPOLSKY

DB 50128, PG 416

(5098 HIGH POINT ROAD)

ERICA KAYZ

DB 52260, PG 259

(5065 HIGH POINT ROAD)

CONGREGATION BETH TEFILLAH, INC

DB 43994, PG 349

(605 FOREST HILLS DRIVE)

JAMES MICHAEL TORCIVIA

DB 43994, PG 349

(600 FOREST HILLS DRIVE)

MITCHELL & CHERYL A. TEPPER

DB 64173, PG 266

(5105 HIGH POINT ROAD)

MENACHEM EIZICOVIES

PL

PL

PL

PL

PL

EXIST. R/W

EXIST. R/W

EXIST. R/W EXIST. R/W EXIST. R/W

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STA. 101+00.00

BEGIN PROJECT

STA. 101+27.23

BEGIN CONSTRUCTION

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0 10 20 30 40 50 60 70 80 85-10-20-30-40-50-60-70-80-85

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0 10 20 30 40 50 60 70 80 85-10-20-30-40-50-60-70-80-85

101+20

0 10 20 30 40 50 60 70 80 85-10-20-30-40-50-60-70-80-85

101+40

0 10 20 30 40 50 60 70 80 85-10-20-30-40-50-60-70-80-85

101+60

0 10 20 30 40 50 60 70 80 85-10-20-30-40-50-60-70-80-85

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0 10 20 30 40 50 60 70 80 85-10-20-30-40-50-60-70-80-85

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0 10 20 30 40 50 60 70 80 85-10-20-30-40-50-60-70-80-85

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0 10 20 30 40 50 60 70 80 85-10-20-30-40-50-60-70-80-85

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0 10 20 30 40 50 60 70 80 85-10-20-30-40-50-60-70-80-85

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0 10 20 30 40 50 60 70 80 85-10-20-30-40-50-60-70-80-85

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0 10 20 30 40 50 60 70 80 85-10-20-30-40-50-60-70-80-85

103+60

0 10 20 30 40 50 60 70 80 85-10-20-30-40-50-60-70-80-85

103+80

0 10 20 30 40 50 60 70 80 85-10-20-30-40-50-60-70-80-85

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0 10 20 30 40 50 60 70 80 85-10-20-30-40-50-60-70-80-85

104+40

0 10 20 30 40 50 60 70 80 85-10-20-30-40-50-60-70-80-85

104+60

2.00% 2:1

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STA. 105+58.50

END CONSTRUCTION

STA. 106+00.00

END PROJECT

G P L

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0 10 20 30 40 50 60 70 80 85-10-20-30-40-50-60-70-80-85

105+00

0 10 20 30 40 50 60 70 80 85-10-20-30-40-50-60-70-80-85

105+20

0 10 20 30 40 50 60 70 80 85-10-20-30-40-50-60-70-80-85

105+40

0 10 20 30 40 50 60 70 80 85-10-20-30-40-50-60-70-80-85

105+60

0 10 20 30 40 50 60 70 80 85-10-20-30-40-50-60-70-80-85

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UTILITY PLANS

24-0001

1/18/2024 winnie.gobbel

GPLOT-V8

00T2305_24-0001.dgn

3:00:52 PM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

SANDY SPRINGS

GEORGIA

PROJECT NUMBER

T2305

SCALE IN FEET

0 40 80

PROPERTY AND EXISTING R/W LINE

REQUIRED R/W LINE

EASEMENT FOR CONSTR

& MAINTENANCE OF SLOPES

EASEMENT FOR CONSTR

& MAINTENANCE OF DRAINAGE

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

PL CONSTRUCTION LIMITS

LIMIT OF ACCESS

REQ’D R/W & LIMIT OF ACCESS

ORANGE BARRIER FENCE

(SEE ERIT TABLE)

ESA - ENV. SENSITIVE AREA

DROP INLETCATCH BASIN

OUTFLOW CONTROL DEVICE

JUNCTION BOXMANHOLE

C F

Peachtree Corners, Georgia 30092

3930 East Jones Bridge Road, Suite 350

Engineering, Planning, and Environmental Consultants

PEDESTRIAN CROSSING DESIGN

5080 HIGH POINT ROAD

5080 HIGH POINT ROAD, SANDY SPRINGS, GA 30342

P

HIGH POINT ROAD

F O

R E

L

F O

R E

L

D R I

V E

W A

Y B E T

H

T E F I L L

A H

E 2235587.2794

N 1416103.7443

STA. 101+00.00

BEGIN PROJECT T-2305

E 2235591.6289

N 1416603.7207

STA. 106+00.00

END PROJECT T-2305

STA. 101+27.23

BEGIN CONSTRUCTION

STA. 105+58.50

END CONSTRUCTION

DB 51502, PG 535

(5058 HIGH POINT ROAD)

CAROLYN PRICE MASSICOTT

DB 60115, PG 288

(5072 HIGH POINT ROAD)

SAMUEL SILVER & BARBARA CONVENY

DB 52130, PG 408

(5042 HIGH POINT ROAD)

DAVID AUTOPOLSKY

DB 50128, PG 416

(5098 HIGH POINT ROAD)

ERICA KAYZ

DB 52260, PG 259

(5065 HIGH POINT ROAD)

CONGREGATION BETH TEFILLAH, INC

DB 43994, PG 349

(605 FOREST HILLS DRIVE)

JAMES MICHAEL TORCIVIA

DB 43994, PG 349

(600 FOREST HILLS DRIVE)

MITCHELL & CHERYL A. TEPPER

DB 64173, PG 266

(5105 HIGH POINT ROAD)

MENACHEM EIZICOVIES

PL

PL

PL

PL

PL

EXIST. R/W

EXIST. R/W

EXIST. R/W EXIST. R/W EXIST. R/W

E X I S

W

E X I S

W

EXIST. R/W

E X I S

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E X I S

W

EXIST. R/W

WROUGHT IRON FENCE

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F

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WROUGHT IRON FENCE

L A

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S C

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LAN

D S C

AP

IN

G

LIN

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L A N

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A P

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G

L

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LANDSCAPING LINE

GATE

P

IN

V B

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.3

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A

B

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B

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TOP = 991.71

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SIGNING AND MARKING PLANS

26-0001

PEDESTRIAN CROSSING DESIGN

winnie.gobbel

GPLOT-V8

00T2305_26-0001.dgn

12:28:09 PM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

PROPERTY AND EXISTING R/W LINE

REQUIRED R/W LINE

EASEMENT FOR CONSTR

& MAINTENANCE OF SLOPES

EASEMENT FOR CONSTR

& MAINTENANCE OF DRAINAGE

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

PL CONSTRUCTION LIMITS

LIMIT OF ACCESS

REQ’D R/W & LIMIT OF ACCESS

ORANGE BARRIER FENCE

(SEE ERIT TABLE)

ESA - ENV. SENSITIVE AREA

DROP INLETCATCH BASIN

OUTFLOW CONTROL DEVICE

JUNCTION BOXMANHOLE

C F

SANDY SPRINGS

GEORGIA

PROJECT NUMBER

T2305

SCALE IN FEET

0 40 80

Peachtree Corners, Georgia 30092

3930 East Jones Bridge Road, Suite 350

Engineering, Planning, and Environmental Consultants

TP 2 ARROW (TYP.)

5" SKIP WHITE (2’ SEG. 6’ GAP)

24" SOLID WHITE (TYP.)

5" SOLID WHITE

DETAIL "C"

TRAFFIC STRIPING - WHITE

REQ’D 24 SY OF THERMOPLASTIC

8" SOLID WHITE (TYP.)

STA. 105+11.15

EDGE STRIPE

TIE TO EXIST.

PL

PL

PL

PL

PL

EXIST. R/W

EXIST. R/W

EXIST. R/W EXIST. R/W EXIST. R/W

E X I S

W

E X I S

W

EXIST. R/W

E X I S

W

E X I S

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EXIST. R/W

HIGH POINT ROAD

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T E F I L L

A H

E 2235587.2794

N 1416103.7443

STA. 101+00.00

BEGIN PROJECT T-2305

E 2235591.6289

N 1416603.7207

STA. 106+00.00

END PROJECT T-2305

STA. 101+27.23

BEGIN CONSTRUCTION

STA. 105+58.50

END CONSTRUCTION

SIGNAL PLANS

27-0001

SHALL BE INSTALLED FOR EACH FLASHING YELLOW ARROW SIGNAL HEAD.

THE INSTALLATION. AN ADDITIONAL 7-CONDUCTOR, 14 AWG, STRANDED SIGNAL CABLE

PROPOSED AND FUTURE VEHICLE SIGNALS SHALL BE INSTALLED ON ALL FOUR SIDES OF

POLE. A MINIMUM OF ONE 7-CONDUCTOR, 14 AWG, STRANDED SIGNAL CABLE FOR

PROPOSED AND FUTURE PEDESTRIAN SIGNALS SHALL BE INSTALLED AT EACH STRAIN

20. ONE 7-CONDUCTOR, 14 AWG,STRANDED CABLE AND ONE 3-PAIR DETECTOR CABLE FOR

ITEMS OR TO SUBMIT ITEMS FOR TESTING AND APPROVAL.

SPRINGS SHALL BE USED. CONTACT CITY OF SANDY SPRINGS FOR A LIST OF APPROVED

AND PUSH BUTTONS THAT HAVE BEEN TESTED AND PRE-APPROVED BY CITY OF SANDY

19. ONLY THE MODELS OF VEHICLE SIGNAL MODULES, PEDESTRIAN SIGNAL MODULES,

FEEDBACK.

SHALL BE VANDAL RESISTANT WITH A PIEZO SWITCH, LED INDICATION AND AUDIBLE

WITH SIGN ARROW INDICATING THE CROSSING DIRECTION. PEDESTRIAN PUSHBUTTONS

ADAPTER". PEDESTRIAN PUSHBUTTONS SHALL BE INSTALLED WITHIN 10" OF SIDEWALK

PERPENDICULAR CROSSINGS SHALL BE MOUNTED ON A "DOUBLE PUSHBUTTON STATION

18. PUSHBUTTON STATIONS THAT ARE INSTALLED ON A PEDESTAL POLE FOR TWO

NUMERAL LED MODULES.

SHALL BE EQUIPPED WITH COUNTDOWN, UNIFORM APPEARANCE, FULL HAND/ MAN/

WITH ONE-WAY SIDE-OF-POLE POLYCARBONATE BRACKETS. PEDESTRIAN SIGNAL HEADS

PEDESTRIAN SIGNAL HEADS ATTACHED TO CONCRETE STRAIN POLES SHALL BE MOUNTED

POLES SHALL BE MOUNTED WITH "CLAMSHELL" TYPE BRACKET ASSEMBLIES. ALL

17. PEDESTRIAN SIGNAL HEADS ATTACHED TO PEDESTAL POLES AND STEEL STRAIN

LED MODULES.

MADE OF POLYCARBONATE MATERIAL. VEHICLE SIGNAL HEADS SHALL BE EQUIPPED WITH

BLACK IN COLOR. VEHICLE SIGNAL HEADS SHALL HAVE TUNNEL VISORS AND SHALL BE

16. VEHICLE AND PEDESTRIAN SIGNAL HEADS AND HARDWARE SHALL BE GREEN AND

15. SIGNAL HEADS ON MAST ARMS SHALL HAVE BACK PLATES AND BE RIGID MOUNTED.

SEPARATE FROM THE FIBER OPTIC INTERCONNECT CABLE.

TRACING WIRE GROUNDED ON ONE END SHALL BE INSTALLED INSIDE A CONDUIT

UNDERGROUND CONDUIT CONTAINING FIBER OPTIC INTERCONNECT CABLE. AN INSULATED

SANDY SPRINGS CALL (770) 730-5600" SHALL BE INSTALLED DIRECTLY ABOVE ALL

14. WHEN APPLICABLE TO THE PLANS, DETECTABLE MARKING TAPE LABELED "CITY OF

THE ENGINEER.

LENGTH SHALL BE BURIED TO A MINIMUM DEPTH OF 48 INCHES, UNLESS APPROVED BY

RIGID METAL OR ENCASED IN CONCRETE. ALL CONDUIT RUNS GREATER THAN 50 FEET IN

13. CONDUIT UNDER DRIVEWAYS AND ROADWAYS SHALL BE TYPE 3 (SDR II HDPE),

EQUIVALENT CABLE.

LOOP AND PEDESTRIAN DETECTOR CABLES SHALL BE 14 AWG IMSA 50-2 3-PAIR

SHEET. DETECTORS SHALL HAVE SEPARATE LEAD-INS TO THE CONTROLLER CABINET.

12. SHIELDED CABLE SHALL BE USED FOR DETECTOR RUNS, AS SHOWN ON THE DETAIL

TRAFFIC SIGNAL GENERAL NOTES

Peachtree Corners, Georgia 30092

Suite 350, 3930 East Jones Bridge Road

Engineering, Planning, and Environmental Consultants

WHEN REOUIRED, AS DIRECTED BY THE ENGINEER.

WHEN ATTACHING SPAN WIRE OR FIBER OPTIC INTERCONNECT CABLE TO THE POLES,

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

THE CONTROLLER CABINET.

NEW RISER, CONDUIT, CONDUCTORS AND DISCONNECT TO PROVIDE POWER SERVICE INTO

10. WHEN APPLICABLE TO THE PLANS, CONTRACTOR WILL BE REQUIRED TO PROVIDE A

NEW SIGNAL ITEMS PRIOR TO REMOVING EXISTING SIGNALS FROM SERVICE.

9. WHEN APPLICABLE TO THE PLANS, THE CONTRACTOR MUST INSTALL AND TEST ALL

RAISE POWER LINES IF NECESSARY.

8. PROVIDE A MINIMUM OF 10 FEET CLEARANCE BETWEEN POWER LINES AND MAST ARMS.

FACES.

AND A MINIMUM OF 8 FEET MEASURED HORIZONTALLY BETWEEN CENTERS OF SIGNAL

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

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

RETAINED AS SHOWN ON THE PLANS.

OF PAVEMENT SHALL BE MAINTAINED. PLACEMENT OF THE SIGNAL HEADS MUST BE

ARE ACCEPTABLE TO AVOID UNDERGROUND UTILITIES. MINIMUM CLEARANCES FROM EDGE

5 FEET) IN LOCATION OF NEW SIGNAL POLES, AT THE DISCRETION OF THE ENGINEER,

TRAFFIC SIGNAL POLES BEFORE INSTALLATION. MINOR SHIFTS ( UP TO A MAXIMUM OF

6. THE CONTRACTOR SHALL LOCATE UNDERGROUND UTILITIES IN THE VICINITY OF NEW

MAST ARM POLE FOUNDATION SHEET.

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

SIGNAL ENGINEER FOR APPROVAL.

ELECTRICAL / LINE HARDWARE MATERIALS TO THE CITY OF SANDY SPRINGS TRAFFIC

DIMENSIONS OF POLES AND CATALOG CUTS OF PROPOSED SIGNAL EQUIPMENT AND

4. CONTRACTOR SHALL SUBMIT LOAD CALCULATIONS, SHOP DRAWINGS AND FOUNDATION

SPRINGS, ATTN: TRAFFIC SIGNAL ENGINEER.

INSTALLATION WORK.THE CONTRACTOR SHALL SUBMIT DOCUMENTATION TO CITY OF SANDY

3. MATERIAL CERTIFICATION IS REQUIRED PRIOR TO BEGINNING ANY SIGNAL

AND ANSI NATIONAL ELECTRICAL SAFETY CODE.

SERVICES). INSTALLATIONS SHALL MEET CURRENT NFPA NATIONAL ELECTRICAL CODE

EXCEPTIONS AS DIRECTED BY THESE PLANS OR CITY OF SANDY SPRINGS TRAFFIC

SPECIFICATIONS AND STANDARD DETAILS FOR TRAFFIC SIGNAL INSTALLATION (WITH

DEPARTMENT OF TRANSPORTATION CURRENT STANDARD AND SUPPLEMENTAL

2. ALL MATERIALS AND WORK SHALL BE IN ACCORDANCE WITH THE GEORGIA

SUBSEQUENT PUBLISHED RULINGS.

OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, CURRENT EDITION, INCLUDING

I. THE COMPLETE SIGNAL INSTALLATION SHALL CONFORM TO ALL APPROPRIATE PARTS

OF EQUIPMENT.

SHALL COORDINATE WITH SANDY SPRINGS TRAFFIC SERVICES STAFF PRIOR TO DELIVERY

SPRINGS WAREHOUSE: 7477 TROWBRIDGE ROAD, SANDY SPRINGS, GA 30328. CONTRACTOR

OLD CABINET, CABLES, ETC.) SHALL BE REMOVED AND RETURNED TO THE SANDY

31. ALL EXISTING SIGNAL EQUIPMENT (SIGNS, SIGNAL HEADS, ANCILLARY EQUIPMENT,

AT A MINIMUM OF TWO WEEKS PRIOR TO SIGNAL TURN-ON FOR PROGRAMMING.

SHALL PROVIDE NEW 2070LX CONTROLLER TO SANDY SPRINGS TRAFFIC SERVICES STAFF

PROGRAMMING OF SIGNAL TIMING AND TURN-ON OF NEW TRAFFIC SIGNAL. CONTRACTOR

30. SANDY SPRINGS PUBLIC WORKS, TRAFFIC SERVICES, WILL BE RESPONSIBLE FOR

SPRINGS OF ANY ACTIVITY.

CONTRACTOR TO PERFORM ANY WORK ON SAID INFRASTRUCTURE. NOTIFY CITY OF SANDY

CONSTRUCTION ACTIVITIES AND MUST USE A CITY OF SANDY SPRINGS APPROVED

INFRASTRUCTURE (LOOP, LEAD-IN, FIBER OPTICS, CONDUIT, PULL BOX, ETC.) DUE TO

RELOCATION OR DAMAGE TO CITY OF SANDY SPRINGS TRAFFIC SIGNAL OR ATMS

29. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH ANY

TO THE CONTROLLER IF LOOP FAILURE OCCURS).

NONCONCURRENTLY. DETECTOR UNIT SHALL BE FAIL SAFE (PROVIDE A CONSTANT CALL

28. LOOP DETECTOR UNIT SHALL ENERGIZE ITS INDIVIDUAL LOOP CHANNELS

IN DELAY OF THE ACTIVATION OF THE NEW TRAFFIC SIGNAL INSTALLATION.

27. ENSURE ALL DETECTION IS INSTALLED PROMPTLY. FAILURE TO DO SO WILL RESULT

ANY PART OF THE SIGNAL OPERATION TO BE INOPERABLE.

INSTALLATION OF NEW SIGNAL EQUIPMENT. AT NO TIME SHALL THE CONTRACTOR CAUSE

LOCATION(S) REQUIRED BY THE PROJECT DURING THE INTERIM PERIOD THROUGH

AND/ OR CONTROL SYSTEM ADJUSTMENTS, INCLUDING TEMPORARY SUPPORT POLE

CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC SIGNAL

26. THE CONTRACTOR SHALL MAINTAIN EXISTING TRAFFIC SIGNALS DURING

THE ENGINEER. NO IN-LINE SPLICES SHALL BE MADE IN ANY CABLE.

SPLICES. UNLESS OTHERWISE SPECIFICALLY NOTED IN EACH INSTANCE OR DIRECTED BY

25. ALL SPLICES OF FIBER OPTIC CABLE UNDER THIS CONTRACT SHALL BE FUSION

MAINTAINING ITS OPERATIONS.

24. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING EXISTING FIBER AND

23. ALL FIBER JUMPERS ARE INCIDENTAL TO THE SWITCH.

DEVICE.

22. ALL CAT-5 CABLES SHALL BE PROVIDED BY THE CONTRACTOR FOR EACH ETHERNET

GUY ANCHORS SHALL BE GALVANIZED.

21. HOT DIP GALVANIZED WELDLESS RINGS SHALL BE USED FOR SPAN WIRE JUNCTIONS.

winnie.gobbel

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00T2305_27-0001.dgn

12:28:13 PM

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VERIFIED:

DATE:

DATE:

DATE:

DATE:

SANDY SPRINGS

GEORGIA

PROJECT NUMBER

T2305

GENERAL NOTES

27-0002 Peachtree Corners, Georgia 30092

Suite 350, 3930 East Jones Bridge Road

Engineering, Planning, and Environmental Consultants

TRAFFIC SIGNAL LEGEND

winnie.gobbel

GPLOT-V8

00T2305_27-0002.dgn

12:28:17 PM

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CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

SANDY SPRINGS

GEORGIA

PROJECT NUMBER

T2305

TRENCHED CONDUIT

BORED CONDUIT

VIDEO DETECTION CAMERA

6x40 PRESENCE LOOP (QUADRUPOLE)

4-SECTION HEAD W/BACKPLATE

EXISTING SIGNAL PROPOSED SIGNAL

CONTROLLER CABINET

STRAIN POLE

TIMBER POLE

MAST ARM

3-SECTION HEAD

OVERHEAD SIGN

PEDESTAL POLE

CURB CUT RAMP

PULLBOX, TP 2

6x40 PRESENCE LOOP (QUADRUPOLE)

CONDUIT

RAILROAD CONTROLLER

SIGN POST

WV

WM

FH

GV

GM

SD

V

EXISTING UTILITIES

DOWN GUY

CONTROLLER CABINET

STRAIN POLE

TIMBER POLE

DOWN GUY

MAST ARM

OVERHEAD SIGN

PEDESTAL POLE

CURB CUT RAMP

PULLBOX, TP 2

PULLBOX, TP 3

RAILROAD CONTROLLER

SIGN POST

E

HEX ELECTRICAL HAND HOLE

EX COMMUNICATIONS MANHOLE

EX SD MANHOLE

EX DROP INLET

EX CATCH BASIN

EX STORM DRAIN

EX UG CABLE TV

EX OH CABLE TV

EX UG TELEPHONE

EX TELEPHONE POLE

EX OH TELEPHONE

EX TELEPHONE MH

EX SS MANHOLE

EX SANITARY SEWER

EX WATER VALVE

EX WATER METER

EX FIRE HYDRANT

EX WATER LINE

EX GAS VALVE

EX GAS METER

EX GAS LINE

EX. UG ELECTRIC

EX TRANSFORMER

EX POWER POLE

EX. OH ELECTRIC

EXISTING GUY WIRE

PULLBOX, TP 3

STREET LIGHT ON LUMINAIRE ARMSTREET LIGHT ON LUMINAIRE ARM

VIDEO DETECTION CAMERA

4-SECTION HEAD

3-SECTION HEAD W/BACKPLATE

PULLBOX, TP 4/4S

PULLBOX, TP 5/5S

PULLBOX, TP 4/4S

PULLBOX, TP 5/5S

PEDESTRIAN SIGNAL HEADPEDESTRIAN SIGNAL HEAD

SIGN POST SIGN POST

PULLBOX, TP 1 PULLBOX, TP 1

DETECTABLE WARNING SURFACE DETECTABLE WARNING SURFACE

6x6 PULSE LOOP

6x18 CALL LOOP

6x40 PRESENCE LOOP (DIPOLE)

6x6 PULSE LOOP

6x18 CALL LOOP

6x40 PRESENCE LOOP (DIPOLE)

5-SECTION / 4-SECTION T-SHAPED HEAD

WIRELESS SENSOR

SPP RADIO

WIRELESS REPEATER

WIRELESS SENSOR

SPP RADIO

WIRELESS REPEATER

DIGITAL WAVE RADAR UNIT

DIGITAL WAVE RADAR UNIT

ELECTRICAL SERVICE POINT

ELECTRICAL SERVICE POINT

5-SECTION / 4-SECTION T-SHAPED HEAD W/BACKPLATE

6x40 VIRTUAL DETECTION ZONE 6x40 VIRTUAL DETECTION ZONE

LEGEND

27-0003 Peachtree Corners, Georgia 30092

Suite 350, 3930 East Jones Bridge Road

Engineering, Planning, and Environmental Consultants

SIGNAL HEAD

PROPOSED 3-SEC

SIGNAL HEAD

EXISTING 3-SEC

SIGNAL HEAD

RELOCATED 3-SEC

SIGNAL HEAD

PROPOSED 4-SEC

SIGNAL HEAD

(CLUSTER)/T-SHAPED

PROPOSED 5-SEC

SIGNAL HEAD

PEDESTRIAN

SIGNAL LEGEND

PROPOSED RADAR

PROPOSED VIRTUAL DETECTION ZONE

PROPOSED INDUCTIVE LOOP

PROPOSED VIDEO DETECTION CAMERA

PROPOSED MAGNETOMETER

DETECTION LEGEND

W16-9P (24"X12")

W11-2 (30"X30")

AHEAD

W16-7P(R) (24"X12")

W16-7P(L) (24"X12")

SIGNS

R560-5 (18"X24")

TURNING

VEHICLES

FORSTOP

R10-15A(L) (30"X30")

STOP

R1-1

HIGH POINT RD (35 MPH)

HIGH POINT RD (35 MPH)

N

O

P

O S T E

D

S P E E

D

L I

M I T

F O

R E

L

F O

R E

L

N

O

P

O S T E

D

S P E E

D

L I

M I T

TURNING

VEHICLES

FORSTOP

R10-15A(R) (30"X30")

S1-1

SCHOOL

S4-3P

BE

PREPARED

TO STOP

(36"X36") W3-4

WITHIN

STOP

FOR

(12"X36") R1-6A

9"X12" R10-25 winnie.gobbel

GPLOT-V8

00T2305_27-0003.dgn

2:07:43 PM

BACKCHECKED:

CORRECTED:

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DATE:

DATE:

DATE:

DATE:

SANDY SPRINGS

GEORGIA

PROJECT NUMBER

T2305

30 120

SCALE IN FEET

0 60

HIGH POINT RD @ FOREST HILLS DR

- R10-15A(R)

INSTALL ON EXISTING POST:

- R1-1

EXISTING:

- W16-9P

- W11-2

INSTALL:

- R10-15A(R)

INSTALL ON EXISTING POST:

- R1-1

EXISTING:

- R10-15A(L)

INSTALL ON EXISTING POST:

- R1-1

EXISTING:

- W16-9P

- W11-2

INSTALL:

INSTALL R560-5

INSTALL R560-5

- S4-3P

- S1-1

RELOCATE EXISTING:

IN 5" DIRECTIONAL BORE (50 LF)

INSTALL CONDUITS, NM, TP 3, 2-2" (100 LF)

INSTALL W3-4

INSTALL W3-4

INSTALL R1-6A

- TP 2 PULL BOX

- (2) W16-7P (24" X 12")

- (2) W11-2 (30" X 30")

AND MASTER CONTROLLER (SEE DETAIL ON SHEET 27-0004)

BEACON ASSEMBLY WITH PUSH BUTTON ACTIVATION, SIGN,

- GROUND MOUNTED AND DOUBLE-SIDED RECTANGULAR RAPID FLASHING

INSTALL:

LIGHTS

WARNING

TURN ON

BUTTON TO

PUSH

POWER POLE AND ROUTE TO CABINET

CONTRACTOR TO OBTAIN POWER SERVICE FROM EXISTING

INSTALL TP 2 PULL BOX

R1-6A

INSTALL

INSTALL CONDUITS, NM, TP 2, 2-2" (30 LF)

FROM POLE TO CABINET (SEE DETAIL 27-0005)

- CONDUIT, GRS, 1-2" (5 LF) FOR POWER SERVICE;

- PEDESTAL WITH POWER METER AND DISCONNECT UNIT

INSTALL:

PROPOSED SIGNAL DESIGN

5080 HIGH POINT ROAD

5080 HIGH POINT ROAD, SANDY SPRINGS, GA 30342

INSTALL CONDUIT, GRS, 1-1" (95 LF) FOR POWER SERVICE

PROJECT COST.

ALL COSTS TO BE INCIDENTAL TO THE OVERALL

PROVIDER TO TIE INTO THE EXISTING POWER SERVICE.

1. CONTRACTOR TO COORDINATE WITH POWER UTILITY

NOTE:

INSTALL TP 1 PULL BOX FOR POWER SERVICE

INSTALL TP 1 PULL BOX FOR POWER SERVICE

- IVDS CAMERA UNITS FOR PASSIVE PEDESTRIAN DETECTION

- LUMINAIRE ARM

- STEEL STRAIN POLE, TP IV, DECORATIVE

INSTALL:

INSTALL CONDUIT, GRS, 1-1" (15 LF) FOR POWER SERVICE

INSTALL TP 1 PULL BOX FOR POWER SERVICE

- TP 2 PULL BOX

- (2) W16-7P (24" X 12")

- (2) W11-2 (30" X 30")

WITH PUSH BUTTON ACTIVATION, SIGN, AND REMOTE CONTROLLER (SEE DETAIL ON SHEET 27-0004)

- GROUND MOUNTED AND DOUBLE-SIDED RECTANGULAR RAPID FLASHING BEACON ASSEMBLY

INSTALL:

POWER METER TO PULL BOX

- CONDUIT, GRS, 1-1" (5 LF) FOR POWER SERVICE; FROM

- TP 1 PULL BOX FOR POWER SERVICE

INSTALL:

PL

PL

PL

EXIST. R/W

EXIST. R/W

EXIST. R/W EXIST. R/W EXIST. R/W

E X I S

W

E X I S

W

EXIST. R/W

E X I S

W

E X I S

27-0004 Peachtree Corners, Georgia 30092

Suite 350, 3930 East Jones Bridge Road

Engineering, Planning, and Environmental Consultants

PUSH

BUTTON

TO

CROSS

7’ MIN

13’

42"

MIN

1’-0"

LENGTH

OVERALL

VARIABLE

IVDS CAMERA UNIT

SPECIFIED ON PLANS

EVERY POLE UNLESS OTHERWISE

PULL BOX REQUIRED AT

PEDESTAL BASE

(DOUBLE-SIDED)

30"X30"

W11-2

(DOUBLE-SIDED)

24"X12" W16-7P

CONTROLLER CABINET

FLASHING BEACON

RECTANGULAR RAPID

POLE MOUNTED

9"X12" R10-25

POWER DISCONNECT BOX

(DOUBLE-SIDED)

FLASHING BEACONS

RECTANGULAR RAPID

CROSSWALK

TO FACE PEDESTRIAN

ORIENT PUSH BUTTON

13’

7’ MIN

42"

ENTRANCE CONDUITS PER SPECIFICATIONS

GROUND ROD PER SPECIFICATIONS

LUMINAIRE ARM

STEEL STRAIN POLE

TYPICAL EXAMPLE

AND STEEL STRAIN POLE

GROUND MOUNTED RECTANGULAR RAPID FLASHING BEACON

winnie.gobbel

GPLOT-V8

00T2305_27-0004.dgn

12:01:39 PM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

SANDY SPRINGS

GEORGIA

PROJECT NUMBER

T2305

HIGH POINT RD @ FOREST HILLS DR

QUANTITIES

27-0005

SIGNAL PLAN

Peachtree Corners, Georgia 30092

Suite 350, 3930 East Jones Bridge Road

Engineering, Planning, and Environmental Consultants

REVISION DATES

12/8/2023 winnie.gobbel

GPLOT-V8

00T2305_27-0005.dgn

12:28:43 PM

GPLN4/28/2016

DRAWING No.

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

CHECKED:

PROJECT NUMBER

T2305

SANDY SPRINGS

GEORGIA

POWER METER SERVICE AND DISCONNECT

DETAIL

winnie.gobbel Image

BMP LOCATION DETAILS

54-0001

TEMPORARY GRASSING.

UPON GRADING COMPLETION IN LIEU OF

2. CONTRACTOR SHALL IMPLEMENT DS4 SODDING

PROJECT LIMITS PRIOR TO CONSTRUCTION

1. NO SUITABLE LOCATION FOR BMPS WITHIN

NOTES:

winnie.gobbel

GPLOT-V8

00T2305_54-0001.dgn

12:29:02 PM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

SANDY SPRINGS

GEORGIA

PROJECT NUMBER

T2305

SCALE IN FEET

0 40 80

PROPERTY AND EXISTING R/W LINE

REQUIRED R/W LINE

EASEMENT FOR CONSTR

& MAINTENANCE OF SLOPES

EASEMENT FOR CONSTR

& MAINTENANCE OF DRAINAGE

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

PL CONSTRUCTION LIMITS

LIMIT OF ACCESS

REQ’D R/W & LIMIT OF ACCESS

ORANGE BARRIER FENCE

(SEE ERIT TABLE)

ESA - ENV. SENSITIVE AREA

DROP INLETCATCH BASIN

OUTFLOW CONTROL DEVICE

JUNCTION BOXMANHOLE

C F

Peachtree Corners, Georgia 30092

3930 East Jones Bridge Road, Suite 350

Engineering, Planning, and Environmental Consultants

BMP LOCATION DETAILS

PEDESTRIAN CROSSING DESIGN

5080 HIGH POINT ROAD

5080 HIGH POINT ROAD, SANDY SPRINGS, GA 30342

P

HIGH POINT ROAD

F O

R E

L

F O

R E

L

D R I

V E

W A

Y B E T

H

T E F I L L

A H

E 2235587.2794

N 1416103.7443

STA. 101+00.00

BEGIN PROJECT T-2305

E 2235591.6289

N 1416603.7207

STA. 106+00.00

END PROJECT T-2305

STA. 101+27.23

BEGIN CONSTRUCTION

STA. 105+58.50

END CONSTRUCTION

PL

PL

PL

PL

PL

EXIST. R/W

EXIST. R/W

EXIST. R/W EXIST. R/W EXIST. R/W

E X I S

W

E X I S

W

EXIST. R/W

E X I S

W

E X I S

W

EXIST. R/W

3 9

7 9

Ds4

Ds4

Ds4

EROSION CONTROL CONTRUCTION DETAILS

56-0001 winnie.gobbel

GPLOT-V8

00T2305_56-0001.dgn

12:29:07 PM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

SANDY SPRINGS

GEORGIA

PROJECT NUMBER

T2305

SCALE IN FEET

0 40 80

PROPERTY AND EXISTING R/W LINE

REQUIRED R/W LINE

EASEMENT FOR CONSTR

& MAINTENANCE OF SLOPES

EASEMENT FOR CONSTR

& MAINTENANCE OF DRAINAGE

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

PL CONSTRUCTION LIMITS

LIMIT OF ACCESS

REQ’D R/W & LIMIT OF ACCESS

ORANGE BARRIER FENCE

(SEE ERIT TABLE)

ESA - ENV. SENSITIVE AREA

DROP INLETCATCH BASIN

OUTFLOW CONTROL DEVICE

JUNCTION BOXMANHOLE

C F

Peachtree Corners, Georgia 30092

3930 East Jones Bridge Road, Suite 350

Engineering, Planning, and Environmental Consultants

PEDESTRIAN CROSSING DESIGN