1-2025-09-11 Long Island Full Set - Stamped.pdf

APPROX. L.L.L.

JB

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TO TC LOOP

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6 �" UNK METALLIC

9/10/2025

Haley.Unthank

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GRWCOV

MILES

REVISIONS

NET LENGTH OF EXCEPTIONS

GROSS LENGTH OF PROJECT

NET LENGTH OF ROADWAY

NET LENGTH OF BRIDGES

NET LENGTH OF PROJECT

LENGTH OF PROJECT

PREPARED BY:

DESIGN DATA:

LOCATION SKETCH (N.T.S.)

CONCOV

07/31/2015

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

DRAWING No.

01-

200 400

SCALE IN FEET

0 100

COUNTY No. 121

KIMLEY-HORN AND ASSOCIATES, INC.

FEDERAL HIGHWAY ADMINISTRATION AND AS MODIFIED BY CONTRACT DOCUMENTS

TRANSPORTATION STANDARD SPECIFICATIONS, 2021 EDITION, AS APPROVED BY THE

THIS PROJECT TO BE CONSTRUCTED AS PER GEORGIA DEPARTMENT OF

Atlanta, GA 30309

Suite 800, 1200 Peachtree Street, NE

Engineering, Planning, and Environmental Consultants http://mydocs.dot.ga.gov/info/gdotpubs/ConstructionStandardsAndDetails/Forms/AllItems.aspx

CITY OF SANDY SPRINGS

LONG ISLAND DRIVE AT MOUNT VERNON HIGHWAY

Project No.

FULTON

INTERSECTION

35 MPH (LONG ISLAND DRIVE)

35 MPH (MOUNT VERNON HIGHWAY)

SPEED DESIGN:

PLANS COMPLETED:

T S

A

T E

O

G

F

E O

R G

I A

CONSTITUT

I

O N

J U

S

TICE

OM

D E

RATION

DOM

WIS

Project No.

T-2403

PROJECT# T-2403

MOUNT VERNON HIGHWAY

LO

NG

IS

LA

ND

DR

IV

E

MOUNT

VER

NON H

IGHWAY

5+

100% IN CONG. DIST. NO. 5.

FULTON COUNTY AND IS

THIS PROJECT IS 100% IN

PROJECT DESIGNATION:

0.095

PLAN AND PROFILE OF PROPOSED

DEPARTMENT OF PUBLIC WORKS

EXIST R/W

PL

PL

PL

PL

PL

PL

PL

PL

EXIST R/W

EXIST R/W

EX

IS

T R/

W

STANDARDS AND DETAILS BOOK IS AVAILABLE AT

ATTACHED APPLICABLE REVISIONS. THE 2024 CONSTRUCTION

THE 2024 CONSTRUCTION STANDARDS AND DETAILS BOOK AND

THESE PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH

THEY REVISE OR IN WHICH THERE IS A CONFLICT

THE 2024 CONSTRUCTION STANDARD AND DETAILS BOOK WHICH

ANY REVISIONS CONTAINED WITHIN THIS PLAN SET SUPERSEDE

HAMMOND DRIVE NE

STA. 205+65.08

LIMIT OF CONSTRUCTION

STA. 107+00.00

END CONSTRUCTION

E: 2228251.5346

N: 1425721.8302

STA. 107+50.00

END PROJECT T-2403

0.000

0.095

0.000

0.095

SANDY SPRINGS

GEORGIA

E: 1425626.2778

N: 2228020.5269

STA. 105+00.00

MID-POINT COORDINATES

LONG ISLAND TRAFFIC A.D.T.: 3098 (2019)

TRAFFIC D.H.V.: N/A

DIRECTIONAL DIST: N/A

% TRUCKS: N/A

24 HR.TRUCKS %: N/A

E: 2227788.6799

N: 1425532.7528

STA. 102+50.00

BEGIN PROJECT T-2403

STA. 102+80.00

BEGIN CONSTRUCTION

STA. 201+50.00

LIMIT OF CONSTRUCTION

MOUNT VERNON TRAFFIC A.D.T.: 18090 (2019)

E: 2228095.8025

N: 1425642.1213

STA. 204+02.11 LONG ISLAND DRIVE

STA. 105+42.35 MOUNT VERNON HIGHWAY =

EXIST R/W

EX

IS

T R/

W

LONG ISLAND DRIVE - COLLECTOR

MOUNT VERNON HIGHWAY - MINOR ARTERIAL

FUNCTIONAL CLASS:

PROJECT LOCATION

PL

PL

L

L

PL

FENCE (TYP.)

ORANGE BARRIER

REVISION DATES

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Haley.Unthank

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Design File and Plot Substitution information

5:43:22 PM

GPLN10/23/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

Atlanta, GA 30309

Suite 800, 1200 Peachtree Street, NE

Engineering, Planning, and Environmental Consultants

LONG ISLAND DR AT MOUNT VERNON HWY

T-2403

INDEX

02-0001

DESCRIPTIONDESCRIPTIONDRAWING NO. DRAWING NO.

01-0001

02-0001

COVER SHEET

INDEX SHEET

SIGNING AND MARKING PLANS AND DETAILS

SPECIAL GRADING

60-0001 RIGHT OF WAY PLAN COVER

EROSION CONTROL PLANS - BMP LOCATION DETAILS

13-0001

18-0001

25-0001 TO 25-0003

27-0000 TO 27-0004

26-0001

54-0001 TO 54-0003

CONSTRUCTION PLAN SHEETS

SIGNAL PLAN SHEETS

TREE PROTECTION PLAN

GENERAL NOTES

SANDY SPRINGS

GEORGIA

56-0001

56-0002

D-24A TEMPORARY SILT FENCE

D-54 SOD INSTALLATION

EROSION CONTROL DETAILS LAST REV.

(09-16)

(06-09)

RIGHT OF WAY PLAN SHEET60-0002

60-0003

29-0001 TO 29-0002

52-0001 TO 52-0007

38-0001 SPECIAL CONSTRUCTION DETAIL

24-0000 TO 24-0001 UTILITY PLANS

LIGHTING PLANS

04-0001 TO 04-0002

RIGHT OF WAY TABLES

EROSION CONTROL DETAILS

56-0003 D-35 PERMANENT SOIL REINFORCING MAT

SUMMARY OF QUANTITIES

44-0001 TO 44-0010

56-0004 TYPE B COMPOST FILTER SOCK

06-0001 TO 06-0003

UTILITY RELOCATION PLAN SHEETS

Peachtree Corners, Georgia 30092

Suite 350, 3930 East Jones Bridge Road

Engineering, Planning, and Environmental Consultants

REVISION DATES

9/10/2025

Haley.Unthank

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019681030_04-0001.dgn

12:56:43 PM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

GENERAL NOTES

04-0001

PROJECT NUMBER

GEORGIA

SANDY SPRINGS

T-2403

INTERSECTION

LONG ISLAND DR AT MOUNT VERNON HWY

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, GENERAL NOTES:

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

CONTACT INFORMATIONSERVICEUTILITY OWNER

whcanady@southernco.com rusty.perdieu@zayo.com lwaslien@southernco.com vmauldin@southernco.com th638j@att.com tb6312@att.com

CMerzius@AtlantaGa.Gov

Charles_Ross@comcast.com solmond@google.com leslie.dingman@lumen.com ash.belavadi@verizon.com erwin.desagun@fultoncountyga.gov joshua.cason@lambertcable.com jtorbett@quantatelcom.com tpyles@colpipe.com

MATilden@southernco.com kkelley@itsmarta.com

ZAYO

GEORGIA POWER LIGHTING

MARTA

GEORGIA POWER TRANSMISSION

COLONIAL PIPELINE

LAMBERT CABLE

QUANTA TELECOMMUNICATION

FULTON COUNTY SEWER

MCI-VERIZON FIBER

LUMEN (CENTURYLINK)

GOOGLE FIBER

GEORGIA POWER DISTRIBUTION

COMCAST

CITY OF ATLANTA

ATLANTA GAS LIGHT

AT&T TRANSMISSION

AT&T DISTRIBUTION

TELECOMMUNICATIONS

POWER

TRANSIT

POWER

GAS

TELECOMMUNICATIONS

TELECOMMUNICATIONS

SEWER

TELECOMMUNICATIONS

TELECOMMUNICATIONS

TELECOMMUNICATIONS

ELECTRICITY

TELECOMMUNICATIONS

WATER

GAS

TELECOMMUNICATIONS

TELECOMMUNICATIONS

17. ALL SIDEWALKS ARE TO BE REPLACED ONLY UP TO EXISTING JOINTS.

16. ALL ADA DETECTABLE WARNING STRIPS ARE TO BE RED TERRACOTTA TILE.

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

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

SHOWN ON THE PLANS.

MULCH AND SOD NEEDED. NO CLAIMS WILL BE CONSIDERED FOR EXTRA COMPENSATION IF THE CONTRACTOR RELIES ON THE QUANTITIES

NO RESPONSIBILITY FOR ITS ACCURACY. IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO DETERMINE THE ACTUAL QUANTITY OF

5. THE TOTAL QUANTITY SHOWN ON THE PLANS FOR MULCH AND SOD 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

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BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

GENERAL NOTES

04-0002

PROJECT NUMBER

GEORGIA

SANDY SPRINGS

GENERAL NOTES (CONT’D):

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

LONG ISLAND DR AT MOUNT VERNON HWY

T-2403

20. A NOTICE OF INTENT (NOI) IS NOT REQUIRED FOR THIS PROJECT. THE DISTURBED AREA IS 0.25 ACRES.

BY ON-SITE INSPECTION OR AS DIRECTED BY THE ENGINEER.

BE MAINTAINED AT ALL TIMES. ADDITIONAL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED IF DEEMED NECESSARY

19. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO LAND DISTURBANCE ACTIVITIES AND SHALL

ENGINEERS RULES AND REGULATIONS CONCERNING CONSTRUCTION ADJACENT TO WATERWAYS AND MAINTAIN WATER QUALITY.

THE MANUAL FOR EROSION AND SEDIMENT CONTROL BY G.S.W.C.C. THE CONTRACTOR SHALL OBTAIN AND ABIDE BY ALL CORPS OF

THE PLANS AND AS DIRECTED BY THE ENGINEER. SEE THE GADOT STANDARD SPECIFICATION REGARDING EROSION CONTROL AND

REPLACE ANY SILT FENCE THAT IS NOT SATISFACTORY. ALL EROSION CONTROL DEVICES SHALL BE PLACED ACCORDING TO

INSTALLATION IS COMPLETE. IT IS THE CONTRACTOR’S RESPONSIBILITY TO MAINTAIN ALL SILT FENCES AND TO REPAIR OR

18. ALL SILT FENCES MUST BE PLACED AS ACCESS IS OBTAINED DURING CLEARING. NO GRADING SHALL BE DONE UNTIL SILT FENCE

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

THE PRICE FOR 8 IN CONCRETE SIDEWALK UNLESS SPECIFIED OTHERWISE.

BY THE ENGINEER. REFER TO SECTION 161 OF THE STANDARD SPECIFICATIONS. ADA TERRACOTTA RED PAVERS TO BE INCLUDED IN

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

24. SIGNAL STRAIN POLE AND MAST ARM TO BE INSTALLED PRIOR TO ANY OTHER GROUND BREAKING ACTIVITIES.

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

23. TRIM ALL TREE LIMBS TO PROVIDE A MINIMUM OF 8’ CLEARANCE ABOVE THE SIDEWALK.

22. 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.

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

Engineering, Planning, and Environmental Consultants

REVISION DATES

9/11/2025

Haley.Unthank

GPLOT-V8

019681030_06-0001.dgn

9:50:18 AM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

PROJECT NUMBER

GEORGIA

SANDY SPRINGS

T-2403

INTERSECTION

LONG ISLAND DR AT MOUNT VERNON HWY

06-0001

SUMMARY QUANTITIES

TRAFFIC CONTROL - T-2403

SUMMARY OF QUANTITIES

QUANTITY LUMP SUM LUMP SUMQUANTITY

SURFACING QUANTITIES

QUANTITY

PVMT REINF FABRIC STRIPS, TP 2, 18 IN WIDTH

396 LF QUANTITY 10 CY

CLASS B CONCRETE

QUANTITY 137 SY

QUANTITY 107 SY

QUANTITY 153 SY

QUANTITY 158 LF

QUANTITY 131 LF

CONC SIDEWALK, 4 IN

CONC SIDEWALK, 8 IN

CONCRETE MEDIAN, 7� IN

CONCRETE HEADER CURB, 6 IN, TP 2

CONCRETE HEADER CURB, 6 IN, TP 7

QUANTITY 351 LF

CONC CURB & GUTTER, 6 IN X 24 IN, TP 2

TEMPORARY EROSION CONTROL QUANTITIES

QUANTITY

QUANTITY

QUANTITY 16 LB

QUANTITY 580 SY

AGRICULTURAL LIME

FERTILIZER MIXED GRADE

FERTILIZER NITROGEN CONTENT

SOD

1 TN

1 TN

SIGNAL QUANTITIES

TEMPORARY SILT FENCE, TYPE A

MAINTENANCE OF CONSTRUCTION EXIT

MAINTENANCE OF TEMPORARY SILT FENCE, TP A

CONSTRUCT & REMOVE CONSTRUCTION EXITS

MULCH

SY

SY

LB

TN

TN

UNIT

QUANTITY

QUANTITY 638 LF

BARRIER FENCE (ORANGE), 4 FT

GRADING COMPLETE - T-2403

LIGHTING QUANTITIES

QUANTITY

SY

GL

TN

TN

TN

TN

SY

UNIT

MILL ASPH CONC PVMT, VARIABLE DEPTH

TACK COAT

RECYCLED ASPH CONC 25 MM SUPERPAVE, GP 1 OR GP 2, INCL BITUM MATL & H LIME

RECYCLED ASPH CONC 19 MM SUPERPAVE, GP 1 OR GP 2, INCL BITUM MATL & H LIME

RECYCLED ASPH CONC 9.5 MM SUPERPAVE, TYPE II, GP 2 ONLY, INCL BITUM MATL & H LIME

RECYCLED ASPH CONC LEVELING, INCL BIUTM MATL & H LIME

GRADED AGGREGATE BASE CRS, 8 INCH, INCL MATL

ITEMS

VIDEO DETECTION SYSTEM, NO - 1

PEDESTRIAN DETECTION SYSTEM TYPE B, NO - 1

CCTV CAMERA SYSTEM, TYPE I

DIRECTIONAL BORE - 5"

EA

EA

LS

EA

EA

SF

UNIT

LS

LS

EA

LF

EA

EA

EA

LUMP

LUMP

QUANTITY

LUMP

LUMP

PULLBOX, TP 4

PULLBOX, TP 3

PULLBOX, TP 2

INTERNALLY ILLUMINATED STREET NAME SIGN CONTROL ASSEMBLY

INTERNALLY ILLUMINATED STREET SIGN

TRAFFIC SIGNAL INSTALLATION NO - 1

STEEL STRAIN POLE, TP IV, W/ 65’ MAST ARM, POWDER COATED DARK GREEN, INCL LUMINAIRE ARM

STEEL STRAIN POLE, TP IV, W/ 55’ MAST ARM, POWDER COATED DARK GREEN

HIGHWAY SIGNS, TP 2 MATL, REFL SHEETING, TP 9

ITEMS

LUMINAIRE, TP 3, LEDPULLBOX, TP 2

CONDUIT, NONMETL, TP 2, 2 IN

CABLE, TP XHHW, AWG NO 6

EA

LF

LF

UNIT

QUANTITY

Engineering, Planning, and Environmental Consultants

REVISION DATES

9/10/2025

Haley.Unthank

GPLOT-V8

019681030_06-0001.dgn

12:56:50 PM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

PROJECT NUMBER

GEORGIA

SANDY SPRINGS

INTERSECTION

LONG ISLAND DR AT MOUNT VERNON HWY

T-2403

SUMMARY QUANTITIES

06-0002

SUMMARY OF QUANTITIES

PAVEMENT MARKING QUANTITIES

EA

EA

GLF

SY

SY

LF

LF

LF

LF

EA

EA

EA

UNIT

QUANTITY

RAISED PVMT MARKERS TP 3

RAISED PVMT MARKERS TP 1

THERMOPLASTIC SKIP TRAF STRIPE, 5 IN, WHITE

THERMOPLASTIC TRAF STRIPING, YELLOW

THERMOPLASTIC TRAF STRIPING, WHITE

THERMOPLASTIC SOLID TRAF STRIPE, 8 IN, WHITE

THERMOPLASTIC SOLID TRAF STRIPE, 24 IN, WHITE

THERMOPLASTIC SOLID TRAF STRIPE, 5 IN, YELLOW

THERMOPLASTIC SOLID TRAF STRIPE, 5 IN, WHITE

THERMOPLASTIC PVMT MARKING, WORD, TP 1

THERMOPLASTIC PVMT MARKING, ARROW TP 3

THERMOPLASTIC PVMT MARKING, ARROW TP 2

ITEMS

PL

L

PL

L.L.L. 124 L.L.L. 123

POND

FISH

3-PH

PVT

E O I

EOI

PVT

EOI

0 40 80

REVISION DATES

9/10/2025

Haley.Unthank

GPLOT-V8

019681030_13-0001.dgn

12:57:07 PM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE: 13-0001

EASEMENT FOR CONSTR

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS

& MAINTENANCE OF SLOPES

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

ORANGE BARRIER FENCE

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

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

REQ’D LIMIT OF ACCESS & R/W

(SEE ERIT TABLE)

ESA - ENV. SENSITIVE AREA

REQ’D LIMIT OF ACCESS

Atlanta, GA 30309

Suite 800, 1200 Peachtree Street, NE

Engineering, Planning, and Environmental Consultants

INTERSECTION

CONSTRUCTION PLAN

SANDY SPRINGS

GEORGIA

MOUNT VERNON HIGHWAYMOUNT VERNON HIGHWAY

LO

NG

IS

LA

ND

DR

IV

E

40’ R

TP B RAMP

TP B RAMP

TP D RAMP

P C

204+00

205+00

P C

P C C

PRC 204+63.70

PT 205+12.17

E: 2227788.6799

N: 1425532.7528

STA. 102+50.00

BEGIN PROJECT

E: 2228251.5346

N: 1425721.8302

STA. 107+50.00

END PROJECT

17.50’

+34.36

17.50’

+62.94

DO NOT DISTURB EXISTING FENCE

15.92 LT

STA. 105+20.95

END 6’ CONCRETE SIDEWALK

16.95’ LT

STA. 106+00.48

BEGIN 6’ CONCRETE SIDEWALK

46.09 RT

STA. 203+61.97

STRAIN POLE, TP IV

59°18’21.1"

16.00’ LT

STA. 202+20.00

END 6’ CONCRETE SIDEWALK

DO NOT DISTURB EXISTING SIDEWALK

MODIFIED TP B RAMP

SEE SHEET 18-0001 FOR DETAILS

FACE & SEMI-DEPRESSED CUT-THROUGH

7.5" CONCRETE ISLAND W/ TP 7 CURB

STA. 102+80.00

BEGIN CONSTRUCTION

STA. 201+50.00

LIMIT OF CONSTRUCTION

E= 29.64

R= 521.00(1) R= 211.00(2)

L= 138.31(1) L= 138.98(2)

T= 178.22(1) T= 118.69(2)

E= 2228076.7086

N= 1425585.9564

PI Sta= 203+64.63

Curve# 1 (LID)

E= 3.01

R= 100.00

L= 48.46

T= 24.72

E= 2228056.7516

N= 1425727.9702

PI Sta= 204+88.42

Curve# 2 (LID)

CUR

VE

(L

ID

C U R V E

L I D

CURVE #1 (MVH)

E= 2.59

R= 5800.00

L= 346.56

T= 173.33

E = 2228421.7514

N = 1425799.2895

PT Sta = 109+37.02

E= 2228265.1648

N= 1425724.9627

PI Sta= 107+63.79

Curve# 1 (MVH)

LIMIT OF MILL & INLAY

DO NOT DISTURB EXISTING FENCE AND WALL

DO NOT DISTURB EXISTING WALL, FENCE, AND GATES

DO NOT DISTURB EXISTING MAILBOX

FENCE AND WALL

DO NOT DISTURB EXISTING

DETAILS

FOR SHEET 18-0001

SEE TP 7 HEADER CURB

LANDSCAPED MEDIAN WITH

CURB & GUTTER

DO NOT DISTURB EXISTING

DO NOT DISTURB EXISTING MONUMENT SIGN

11.40’ LT

STA. 107+00.00

TIE TO EXIST.

END TP 2 CURB AND GUTTER

POSITIVE DRAINAGE

RESOD LANDSCAPE STRIP, ENSURE

CONTRACTOR TO REGRADE AND

POLE AND GUY WIRE

DO NOT DISTURB EXISTING UTILITY

RETURN CURB

TP B RAMP WITH

35.74 RT

STA. 105+79.21

STRAIN POLE, TP IV

20.79 LT

+84.41

21.81 LT

+91.05

21.40 LT

+54.98

UPLIGHTING

19.090’ LT

STA. 203+16.17

34.562’ RT

STA. 104+69.43

22.531’ RT

STA. 104+64.56

3’ R

S2170 PROJECT

CONSTRUCTED WITH COSS

SIDEWALK PREVIOUSLY

4.59’ RT

STA. 205+65.08

TIE TO EXIST.

BEGIN TP 2 CONCRETE HEADER CURB

28.5’ R

RESET EXIST. ARLIGNTON CEMETERY

TIE TO EXIST.

15.40’ LT

STA. 106+65.00

END 6’ CONCRETE SIDEWALK

CONST CL

JOINT

AND ADJACENT SIDEWALK TO NEAREST

REPLACE EXISTING TP B RAMP

INSTALL ADA DETECTOR STRIP (TYP.)

STA. 201+91.58

WITH EXIST EDGE OF ASPHALT

CURB FACE TO END IN LINE

END TP 2 CURB AND GUTTER

STA. 104+07.70

TIE TO EXIST.

BEGIN 6’ CONCRETE SIDEWALK

BEGIN TP 2 CURB AND GUTTER

E: 2228095.8025

N: 1425642.1213

STA. 204+02.11 LONG ISLAND DRIVE

STA. 105+42.35 MOUNT VERNON HIGHWAY =

FENCE (TYP.)

ORANGE BARRIER

EXISTING FENCE

DO NOT DISTURB

STA. 201+91.58

GRADING DETAILS)

(SEE 18-0001 FOR

WITH LEVELING

LIMIT OF MILL & INLAY

STA. 107+00.00

GRADING DETAILS)

(SEE 18-0001 FOR

WITH LEVELING

END MILL AND INLAY

END CONSTRUCTION

(SEE 18-0001 FOR GRADING DETAILS)

LIMIT OF MILL & INLAY WITH LEVELING

TO ENSURE POSITIVE DRAINAGE

TAPER GUTTER TO ROADWAY

STA. 104+07.70

GRADING DETAILS)

(SEE 18-0001 FOR

WITH LEVELING

BEGIN MILL AND INLAY

STA. 205+65.08

LIMIT OF CONSTRUCTION

40’R

14.59’ LT

STA. 105+99.63

BEGIN TP 2 CURB AND GUTTER

END TP 2 CONCRETE HEADER CURB

TIE TO EXIST.

STA. 104+84.43

BEGIN CURB AND GUTTER

BEGIN 6’ CONCRETE SIDEWALK

TIE TO EXIST.

STA. 105+38.67

END CURB AND GUTTER

END 6’ CONCRETE SIDEWALK

EXIST R/W EXIST R/W

EX

IS

T R/

W

EXIST R/W

EX

IS

T R/

W

EXIST R/W

P

(5990 LONG ISLAND DR)

JONATHAN W. TEMPLE

N/F

(5980 LONG ISLAND DRIVE)

LONG ISLAND, LLC

FOURTH LATITUDE

N/F

(0 MOUNT VERNON HIGHWAY)

E O CORP THE

N/F

"ARLINGTON MEMORIAL CEMETERY"

(201 MOUNT VERNON HIGHWAY)

EXECUTIVE EQUITIES, INC.

N/F

(5890 LONG GROVE DRIVE)

ERIC J. & JENNIFER S. HANSON

N/F

DRIVEWAY EASEMENT

PL

PL

L

PL

L.L.L. 124 L.L.L. 123

CITY/STATE

ELEV: 1108.63

BENCHMARK

6" STL 6" STL

24 STR

2"

STL

2"

STL

S V C

T V B

SV

C

TV

(B

E O I

EOI

6"STL

2"STLEOI

0 40 80

REVISION DATES

9/10/2025

Haley.Unthank

GPLOT-V8

019681030_18-0001.dgn

12:57:20 PM

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

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

ORANGE BARRIER FENCE

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

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

REQ’D LIMIT OF ACCESS & R/W

(SEE ERIT TABLE)

ESA - ENV. SENSITIVE AREA

REQ’D LIMIT OF ACCESS

Atlanta, GA 30309

Suite 800, 1200 Peachtree Street, NE

Engineering, Planning, and Environmental Consultants

INTERSECTION

LONG ISLAND DR AT MOUNT VERNON HWY

SPECIAL GRADING

18-0001

300’R

5’R

300’R

R 82.5’

R 40’

BC EL. 1102.59

TC EL. 1103.10

0.500’ LT

STA. 204+66.59

BC EL. 1100.21

TC EL. 1100.70

11.416’ LT

STA. 205+00.34

BC EL. 1099.95

TC EL. 1100.44

10.638’ LT

STA. 205+06.21

BC EL. 1099.92

TC EL. 1100.41

3.459’ LT

STA. 205+13.14

BC EL. 1097.72

TC EL. 1098.11

4.585’ RT

STA. 205+65.08

BC EL. 1099.93

TC EL. 1100.43

17.500’ RT

STA. 205+34.36

BC EL. 1100.91

TC EL. 1101.39

17.500’ RT

STA. 205+12.17

BC EL. 1103.46

TC EL. 1103.84

17.500’ RT

STA. 204+60.11

SANDY SPRINGS

GEORGIA

1.05%

+50 0.26%

+50 1.86%

TO ENSURE POSITIVE DRAINAGE

TAPER GUTTER TO ROADWAY

EL. 1103.49

12.300’ LT

STA. 105+21.00

EL. 1104.59

11.400’ LT

STA. 106+50.00

EL. 1104.84

11.400’ LT

STA. 107+00.00

EL. 1104.39

11.400’ LT

STA. 106+09.35

2’R

EL. 1103.77

12.300’ LT

STA. 105+50.00

BC EL. 1100.13

TC EL. 1100.64

3.500’ LT

STA. 205+15.57

SHOULDER

LIMIT OF EXTENDED

TIE TO EXISTING EOP

EL. 1104.10

STA. 204+32.37

DO NOT DISTURB EXISTING FENCE AND WALL

WALL, FENCE, AND GATES

DO NOT DISTURB EXISTING

DO NOT DISTURB EXISTING MAILBOX

CURB & GUTTER

DO NOT DISTURB EXISTING

FENCE AND WALL

DO NOT DISTURB EXISTING

DO NOT DISTURB EXISTING FENCE

+75

0.90%

MATCH EXIST.

3.42%

6.

M A T C H

E X I S T

CEMETERY UPLIGHTING

RESET EXIST. ARLIGNTON

EXISTING FENCE

DO NOT DISTURB

15.00’

+57.64

64’R

2’R

30’R

3’R (TYP.)

+75

0.45%

MATCH EXIST.

0.67%

MATCH EXIST.

19.090’ LT

STA. 203+16.17

34.562’ RT

STA. 104+69.43

0.97%

MONUMENT SIGN

DO NOT DISTURB EXISTING

MOUNT VERNON HIGHWAYMOUNT VERNON HIGHWAY

LO

NG

IS

LA

ND

DR

IV

E

P C

204+00

205+00

P C

P C C

PRC 204+63.70

PT 205+12.17

E: 2227788.6799

N: 1425532.7528

STA. 102+50.00

BEGIN PROJECT

E: 2228251.5346

N: 1425721.8302

STA. 107+50.00

END PROJECT

59°18’21.1"

STA. 102+80.00

BEGIN CONSTRUCTION

STA. 201+50.00

LIMIT OF CONSTRUCTION

CONST CL

E: 2228095.8025

N: 1425642.1213

STA. 204+02.11 LONG ISLAND DRIVE

STA. 105+42.35 MOUNT VERNON HIGHWAY =

FENCE (TYP.)

ORANGE BARRIER

STA. 107+00.00

GRADING DETAILS)

(SEE 18-0001 FOR

WITH LEVELING

END MILL AND INLAY

END CONSTRUCTION

STA. 205+65.08

LIMIT OF CONSTRUCTION

EXIST R/W EXIST R/W

EX

IS

T R/

W

EXIST R/W

EX

IS

T R/

W

EXIST R/W

P

(5990 LONG ISLAND DR)

JONATHAN W. TEMPLE

N/F

(5980 LONG ISLAND DRIVE)

LONG ISLAND, LLC

FOURTH LATITUDE

N/F

(0 MOUNT VERNON HIGHWAY)

E O CORP THE

N/F

"ARLINGTON MEMORIAL CEMETERY"

(201 MOUNT VERNON HIGHWAY)

EXECUTIVE EQUITIES, INC.

N/F

(5890 LONG GROVE DRIVE)

ERIC J. & JENNIFER S. HANSON

N/F

TEMPORARY EASEMENT

DRIVEWAY EASEMENT

EXISTING POLE

DO NOT DISTURB

SEE SHEET 3

PARCEL NO. 17 0123 LL1179

DB. 45017 PG. 454

SEE SHEET 3

PARCEL NO. 17 0123 LL1963

DB. 61179 PG. 523

PARCEL NO. 17 012300080032

DB. 49213 PG. 545

SEE SHEET 3

PARCEL NO. 017 0124 LL154SEE SHEET 3

PARCEL NO. 17 0123 LL1187

.8

.2

LEGEND

TEMPORARY

EXISTING PROPOSED

019681030_24-0000.dgn12:57:23 PM Jversion gplotborder-V8i-PO.tbl

Design File and Plot Substitution information

PROPOSED TYPE OF UTILITY

UTILITY LINECODES

TO BE REMOVEDEXISTING

O

V

E

R

H

E

A

D

9/10/2025

Haley.Unthank

U

N

D

E

R

G

R

O

U

N

D

UTILITY SYMBOLS

TEMPORARYPROPOSEDEXISTING

ELECTRIC

GUY WIRE

ELECTRIC/CABLE TV

CABLE TV

ELECTRIC/TELECOMMUNICATIONS

TELECOMMUNICATIONS

ELECTRIC/TELECOMMUNICATIONS/CABLE TV

HAND HOLE

TRANSFORMER

LIGHT POLE

MARKER

SPLICE BOX

CABINET

PHONE BOOTH

(aka "SLICK")

SUBCRIBER LOOP CARRIER

WELL

STAND PIPE

BACKFLOW PREVENTER

PRESSURE INDICATOR VALVE

AIR RELEASE VALVE

CLEANOUT

GREASE TRAP

VENT

AIR RELEASE VALVE

ELECTRIC MANHOLE

ELECTRIC METER

ELECTRIC BOX

CABLE TV MANHOLE

WATER VALVE

WATER METER

WATER MANHOLE

WATER VAULT

SANITARY SEWER MANHOLE

GAS PRESSURE REGULATOR

UTILITY POLE/GUY POLE

PETROLEUM VALVE

GAS VAULT

GAS MANHOLE

GAS VALVE

GAS METER

TELECOMMUNICATIONS MANHOLE

TELECOMMUNICATIONS PEDESTAL

CABLE TV PEDESTAL

SANITARY SEWER FORCE MAIN VALVE

WATER VALVE MARKERTELECOMUNICATIONS/CABLE TV

##"W

GAS TEST STATION

##"W

GUY ANCHOR

(INCLUDES ASSOCIATED VALVE)

FIRE HYDRANT ASSEMBLY

##"W

ELECTRIC

TELECOMMUNICATIONS

CABLE TV

WATER

WATER FOR LABELED PIPE SIZES

NON-POTABLE WATER

NON-POTABLE WATER FOR LABELED PIPE SIZES

STEAM

STEAM FOR LABELED PIPE SIZES

SANITARY SEWER WITH FLOW DIRECTION

SANITARY SEWER WITH FLOW DIRECTION FOR LABELED PIPE SIZES

SANITARY SEWER FORCE MAIN WITH FLOW DIRECTION

GAS

GAS FOR LABELED PIPE SIZES

PETROLEUM

PETROLEUM FOR LABELED PIPE SIZES

TRANSMISSION TOWER

REVISION DATES

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:12/02/2015

Atlanta, GA 30309

Suite 800, 1200 Peachtree Street, NE

Engineering, Planning, and Environmental Consultants

INTERSECTION

LONG ISLAND DR AT MOUNT VERNON HWY

UTILITY LEGEND

24-0000

SANDY SPRINGS

GEORGIA T-2403

Project No.

CONTACT INFORMATIONSERVICEUTILITY OWNER

whcanady@southernco.com rusty.perdieu@zayo.com lwaslien@southernco.com vmauldin@southernco.com th638j@att.com tb6312@att.com

CMerzius@AtlantaGa.Gov

Charles_Ross@comcast.com solmond@google.com leslie.dingman@lumen.com ash.belavadi@verizon.com erwin.desagun@fultoncountyga.gov joshua.cason@lambertcable.com jtorbett@quantatelcom.com tpyles@colpipe.com

MATilden@southernco.com kkelley@itsmarta.com

ZAYO

GEORGIA POWER LIGHTING

MARTA

GEORGIA POWER TRANSMISSION

COLONIAL PIPELINE

LAMBERT CABLE

QUANTA TELECOMMUNICATION

FULTON COUNTY SEWER

MCI-VERIZON FIBER

LUMEN (CENTURYLINK)

GOOGLE FIBER

GEORGIA POWER DISTRIBUTION

COMCAST

CITY OF ATLANTA

ATLANTA GAS LIGHT

AT&T TRANSMISSION

AT&T DISTRIBUTION

TELECOMMUNICATIONS

POWER

TRANSIT

POWER

GAS

TELECOMMUNICATIONS

TELECOMMUNICATIONS

SEWER

TELECOMMUNICATIONS

TELECOMMUNICATIONS

TELECOMMUNICATIONS

ELECTRICITY

TELECOMMUNICATIONS

WATER

GAS

TELECOMMUNICATIONS

TELECOMMUNICATIONS

MOUNT VERNON HIGHWAYMOUNT VERNON HIGHWAY

LO

NG

IS

LA

ND

DR

IV

E

P C

204+00

205+00

P C

P C C

PRC 204+63.70

PT 205+12.17

E: 2227788.6799

N: 1425532.7528

STA. 102+50.00

BEGIN PROJECT

E: 2228251.5346

N: 1425721.8302

STA. 107+50.00

END PROJECT

59°18’21.1"

STA. 102+80.00

BEGIN CONSTRUCTION

STA. 201+50.00

LIMIT OF CONSTRUCTION

CONST CL

E: 2228095.8025

N: 1425642.1213

STA. 204+02.11 LONG ISLAND DRIVE

STA. 105+42.35 MOUNT VERNON HIGHWAY =

FENCE (TYP.)

ORANGE BARRIER

STA. 107+00.00

GRADING DETAILS)

(SEE 18-0001 FOR

WITH LEVELING

END MILL AND INLAY

END CONSTRUCTION

STA. 205+65.08

LIMIT OF CONSTRUCTION

EXIST R/W EXIST R/W

EX

IS

T R/

W

EXIST R/W

EX

IS

T R/

W

EXIST R/W

PL

PL

PL

PL

L.L.L. 124 L.L.L. 123

(5990 LONG ISLAND DR)

JONATHAN W. TEMPLE

N/F

(5980 LONG ISLAND DRIVE)

LONG ISLAND, LLC

FOURTH LATITUDE

N/F

(0 MOUNT VERNON HIGHWAY)

E O CORP THE

N/F

"ARLINGTON MEMORIAL CEMETERY"

(201 MOUNT VERNON HIGHWAY)

EXECUTIVE EQUITIES, INC.

N/F

(5890 LONG GROVE DRIVE)

ERIC J. & JENNIFER S. HANSON

N/F

DRIVEWAY EASEMENT

REQ’D R/W

STA 103+95.58

BEGIN R/W ACQUISITION

STA 107+06.94

END R/W ACQUISITION

SEE SHEET 3

PARCEL NO. 17 0123 LL1179

DB. 45017 PG. 454

SEE SHEET 3

PARCEL NO. 17 0123 LL1963

DB. 61179 PG. 523

PARCEL NO. 17 012300080032

DB. 49213 PG. 545

SEE SHEET 3

PARCEL NO. 017 0124 LL154SEE SHEET 3

PARCEL NO. 17 0123 LL1187

WALL

STONE

POND

FISH

CITY/STATE

ELEV: 1108.63

BENCHMARK

E O I

EOI

0 40 80

REVISION DATES

9/10/2025

Haley.Unthank

GPLOT-V8

gplotborder-V8i-PO-utilities-25.tbl

019681030_24-0001.dgn

12:57:38 PM

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

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

ORANGE BARRIER FENCE

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

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

REQ’D LIMIT OF ACCESS & R/W

(SEE ERIT TABLE)

ESA - ENV. SENSITIVE AREA

REQ’D LIMIT OF ACCESS

Atlanta, GA 30309

Suite 800, 1200 Peachtree Street, NE

Engineering, Planning, and Environmental Consultants

INTERSECTION

LONG ISLAND DR AT MOUNT VERNON HWY

24-0001

UTILITY PLAN

SANDY SPRINGS

GEORGIA

EXISTING FENCE

DO NOT DISTURB

CURB & GUTTER

DO NOT DISTURB EXISTING

FENCE AND WALL

DO NOT DISTURB EXISTING

DO NOT DISTURB EXISTING MAILBOX

DO NOT DISTURB EXISTING FENCE AND WALL

DO NOT DISTURB EXISTING MONUMENT SIGN

UPLIGHTING

RESET EXIST. ARLIGNTON CEMETERY

DO NOT DISTURB EXISTING FENCE

POLE AND GUY WIRE

DO NOT DISTURB EXISTING UTILITY

WALL, FENCE, AND GATES

DO NOT DISTURB EXISTING

12" CIP

6" STL

144 STR

432 STR

432 STR (MCI)

864 STR (MCI)

864 STR (MCI)

432 STR (MCI)

432 STR (MCI)

432 STR (MCI)

864 STR (MCI)

144 STR

432 STR

12" CIP

6" STL

8"

CIP

UN

K

SI

ZE

/T

YP

E

SVC

16"DIP ACCORDING TO RECORDS

96 STR (MCI)

48 STR

3-PH

24 STR

2"

STL

2"

STL

432 STR (MCI)

SMALL CELL SITE

PVT

168 STR ATT

8"

CIP

DIP

DIP

S V C

T V B

SV

C

TV

(B

SVC W(B)

SVC W(B)

6"STL

12" CIP

864 STR (MCI)

PVT

TO TC LOOP

16" DIP

(GOOGLE FIBER)

EMPTY CONDUIT

8"CIP

DIP

2"STL

6 �" UNK METALLIC

TO FINISHED GRADE

ADJUST WATER METER

(4) TO FINISHED GRADE

ADJUST WATER VALVES

VAULT AND METERS

DO NOT DISTURB WATER

DO NOT DISTURB UTILITY POLE

DO NOT DISTURB TELECOM VAULTS

REPLACE OR ADJUST TO GRADE

WALVE IS VEHICULAR RATED AND

CONTRACTOR TO ENSURE WATER

EXISTING LIGHT BASE TO BE REMOVED

RELOCATION DETAILS)

(SEE SHEET 44-0005 FOR

TO BE RELOCATED

EXIST. FIRE HYDRANT

EXISTING PULLBOXES

DO NOT DISTURB

L

PL

L.L.L. 124 L.L.L. 123

POND

FISH

0 40 80

REVISION DATES

9/10/2025

Haley.Unthank

GPLOT-V8

019681030_25-0001.dgn

12:57:49 PM

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

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

ORANGE BARRIER FENCE

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

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

REQ’D LIMIT OF ACCESS & R/W

(SEE ERIT TABLE)

ESA - ENV. SENSITIVE AREA

REQ’D LIMIT OF ACCESS

Atlanta, GA 30309

Suite 800, 1200 Peachtree Street, NE

Engineering, Planning, and Environmental Consultants

SANDY SPRINGS

GEORGIA

STREETLIGHT FIXTURE

EXISTING 250W LED

STREETLIGHT FIXTURE

EXISTING 250W HPS

STREETLIGHT FIXTURE

EXISTING 250W HPS

EXISTING LIGHTING PLAN

VERNON HWY INTERSECTION

LONG ISLAND DR AT MOUNT

25-0001

UPLIGHT

RESET EXIST. ARLINGTON CEMETERY

UPLIGHTING

RESET EXIST. ARLINGTON CEMETERY

TO BE REMOVED

EXISTING LIGHT BASE

SCHEDULE AND ELECTRICAL DESIGN.

NOTE: CONTRACTOR IS RESPONSIBLE FOR WIRING

MOUNT VERNON HIGHWAYMOUNT VERNON HIGHWAY

LO

NG

IS

LA

ND

DR

IV

E

FENCE (TYP.)

ORANGE BARRIER

FIXTURE

HPS STREETLIGHT

EXISTING 250W

STREETLIGHT FIXTURE

EXISTING 250W HPS

STREETLIGHT FIXTURE

EXISTING 250W LED

UPLIGHTING

RESET EXIST. ARLINGTON CEMETERY

UPLIGHTING

RESET EXIST. ARLINGTON CEMETERY

FIXTURE

STREETLIGHT

250W LED

PROPOSED

STREETLIGHT FIXTURE

EXISTING 250W HPS

PL

PL

L

PL

L.L.L. 124 L.L.L. 123

POND

FISH

0 40 80

REVISION DATES

9/10/2025

Haley.Unthank

GPLOT-V8

019681030_25-0002.dgn

12:57:58 PM

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

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

ORANGE BARRIER FENCE

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

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

REQ’D LIMIT OF ACCESS & R/W

(SEE ERIT TABLE)

ESA - ENV. SENSITIVE AREA

REQ’D LIMIT OF ACCESS

Atlanta, GA 30309

SANDY SPRINGS

GEORGIA

PROPOSED LIGHTING PLAN

VERNON HWY INTERSECTION

LONG ISLAND DR AT MOUNT

25-0002

SCHEDULE AND ELECTRICAL DESIGN.

NOTE: CONTRACTOR IS RESPONSIBLE FOR WIRING

MOUNT VERNON HIGHWAYMOUNT VERNON HIGHWAY

LO

NG

IS

LA

ND

DR

IV

E

FENCE (TYP.)

ORANGE BARRIER

FIXTURE

HPS STREETLIGHT

EXISTING 250W

9/11/2025

Haley.Unthank

GPLOT-V8

019681030_25-0003.dgn

5:29:37 PM

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

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

ORANGE BARRIER FENCE

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

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

REQ’D LIMIT OF ACCESS & R/W

(SEE ERIT TABLE)

ESA - ENV. SENSITIVE AREA

REQ’D LIMIT OF ACCESS

Atlanta, GA 30309

SANDY SPRINGS

GEORGIA

LIGHTING PLAN DETAILS

VERNON HWY INTERSECTION

LONG ISLAND DR AT MOUNT

25-0003

N.T.S.

SCHEDULE AND ELECTRICAL DESIGN.

NOTE: CONTRACTOR IS RESPONSIBLE FOR WIRING

L

PL

L.L.L. 124 L.L.L. 123

CITY/STATE

ELEV: 1108.63

BENCHMARK

E O I

EOI

EOI

EOI

ONL

Y

L o n g

Is la n d

D r

YIE

LD

M o u n t V e rn o n

H w y

0 40 80

REVISION DATES

9/10/2025

Haley.Unthank

GPLOT-V8

019681030_26-0001.dgn

12:58:11 PM

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

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

ORANGE BARRIER FENCE

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

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

REQ’D LIMIT OF ACCESS & R/W

(SEE ERIT TABLE)

ESA - ENV. SENSITIVE AREA

REQ’D LIMIT OF ACCESS

Atlanta, GA 30309

Suite 800, 1200 Peachtree Street, NE

Engineering, Planning, and Environmental Consultants

INTERSECTION

LONG ISLAND DR AT MOUNT VERNON HWY

SIGNING AND MARKING PLAN

26-0001

SANDY SPRINGS

GEORGIA

MOUNT VERNON HIGHWAYMOUNT VERNON HIGHWAY

LO

NG

IS

LA

ND

DR

IV

E

204+00

205+00

E: 2227788.6799

N: 1425532.7528

STA. 102+50.00

BEGIN PROJECT

E: 2228251.5346

N: 1425721.8302

STA. 107+50.00

END PROJECT

DO NOT DISTURB EXISTING FENCE

59°18’21.1"

STA. 102+80.00

BEGIN CONSTRUCTION

STA. 201+50.00

LIMIT OF CONSTRUCTION

DO NOT DISTURB EXISTING FENCE AND WALL

DO NOT DISTURB EXISTING WALL, FENCE, AND GATES

DO NOT DISTURB EXISTING MAILBOX

FENCE AND WALL

DO NOT DISTURB EXISTING

CURB & GUTTER

DO NOT DISTURB EXISTING

DO NOT DISTURB EXISTING MONUMENT SIGN

POLE AND GUY WIRE

DO NOT DISTURB EXISTING UTILITY

UPLIGHTING

RESET EXIST. ARLIGNTON CEMETERY

E: 2228095.8025

N: 1425642.1213

STA. 204+02.11 LONG ISLAND DRIVE

STA. 105+42.35 MOUNT VERNON HIGHWAY =

FENCE (TYP.)

ORANGE BARRIER

EXISTING FENCE

DO NOT DISTURB

STA. 107+00.00

GRADING DETAILS)

(SEE 18-0001 FOR

WITH LEVELING

END MILL AND INLAY

END CONSTRUCTION

STA. 205+65.08

LIMIT OF CONSTRUCTION

EXIST R/W EXIST R/W

EX

IS

T R/

W

EXIST R/W

EX

IS

T R/

W

EXIST R/W

2 4

5" DOUBLE YELLOW

5" SOLID WHITE

5" SOLID WHITE

5" SOLID WHITE

TYPE 1 WORD

RPMS AT 40’ SPACING

5" DOUBLE YELLOW W/ 2 EA

TYPE 2 ARROW (TYP.)

RPMS AT 20’ SPACING

5" SOLID WHITE WITH TP 3 C/R

TYPE 3 ARROW (TYP.)

5" SKIP WHITE (2’ SEG., 6’ GAP)

SPACING

TP 3 C/R RPMS AT 20’

5" SOLID WHITE WITH

STRIPING - WHITE DETAIL "B"

REQ’D 11 SY OF THERMOPLASTIC TRAFFIC

ST

A.

+8

LT

(3 6" T

RI

R1 -2

S T

A

R T

X

W

W

S T

A

R T

W

W

WHITE

5" SOLID

RPMS AT 40’ SPACING

5" DOUBLE YELLOW W/ 2 EA

24" SOLID WHITE (TYP.)

TRAFFIC STRIPING - WHITE DETAIL "A"

REQ’D 93 SY OF THERMOPLASTIC

S T

A

L T

R

STA. 105+68 LT

(24" X 30")

R4-7

STRIPING - WHITE DETAIL "C"

THERMOPLASTIC TRAFFIC

REQ’D 32 SY OF

STRIPING

TIE TO EXISTING

REMOVE STOP SIGN

STRIPING

TIE TO EXISTING

SPEED LIMIT SIGN

DO NOT DISTURB

TIE TO EXIST. STRIPING

ENTER" SIGN

REMOVE "DO NOT

RPMS ON BORDER AT 20’ SPACING

STRIPING - YELLOW DETAIL "B" WITH TP 1

REQ’D 37 SY OF THERMOPLASTIC TRAFFIC

WHITE (TYP.)8" SOLID

RPMS ON BORDER AT 20’ SPACING

STRIPING - YELLOW DETAIL "B" WITH TP 1

REQ’D 27 SY OF THERMOPLASTIC TRAFFIC

SPACING

BORDER OF HATCH AT 20’

DETAIL "A" WITH TP 1 RPMS ON

TRAFFIC STRIPING - YELLOW

REQ’D 54 SY OF THERMOPLASTIC

9/10/2025

Haley.Unthank

GPLOT-V8

019681030_27-0000.dgn

1:08:17 PM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

Atlanta, GA 30309

INTERSECTION

LONG ISLAND DR AT MOUNT VERNON HWY

SIGNAL NOTES

27-0000

SANDY SPRINGS

GEORGIA

COST.

EXISTING POWER SERVICE. ALL COSTS TO BE INCIDENTAL TO THE OVERALL PROJECT

22. CONTRACTOR TO COORDINATE WITH POWER UTILITY PROVIDER TO TIE INTO THE

CITY OF SANDY SPRINGS.

TEST PERIOD, THE CONTRACTOR WILL COMPLETE A TRANSFER OF UTILITY COST TO THE

TEST PERIOD OF UNINTERRUPTED OPERATION. FOR 30 DAYS, UPON COMPLETION OF THE

UNTIL THE NEW TRAFFIC SIGNAL INSTALLATION HAS SATISFACTORILY COMPLETED A

COMMUNICATION SERVICE TO THE TRAFFIC SIGNAL INSTALLATION AND SUPPORT DEVICES.

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

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

MODULES.

POLYCARBONATE MATERIAL. VEHICLE SIGNAL HEADS SHALL BE EQUIPPED WITH LED

COLOR. VEHICLE SIGNAL HEADS SHALL HAVE TUNNEL VISORS AND SHALL BE MADE OF

16. VEHICLE AND PEDESTRIAN SIGNAL HEADS AND HARDWARE SHALL BE ALL BLACK IN

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),

FINISH.

34. ALL STRAIN POLES AND MAST ARMS SHALL HAVE A POWDER-COATED DARK GREEN

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

33. 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

32. 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

31. 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

30. LOOP DETECTOR UNIT SHALL ENERGIZE ITS INDIVIDUAL LOOP CHANNELS

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

29. 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

28. 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

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

MAINTAINING ITS OPERATIONS.

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

25. ALL FIBER JUMPERS ARE INCIDENTAL TO THE SWITCH.

DEVICE.

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

GUY ANCHORS SHALL BE GALVANIZED.

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

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

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. SEE SHEET 27-0004 FOR DETAIL.

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

CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES.

PLACEMENT OF THE SIGNAL HEADS MUST BE RETAINED AS SHOWN ON THE PLANS.

UTILITIES. MINIMUM CLEARANCES FROM EDGE OF PAVEMENT SHALL BE MAINTAINED.

AT THE DISCRETION OF THE ENGINEER, ARE ACCEPTABLE TO AVOID UNDERGROUND

MINOR SHIFTS ( UP TO A MAXIMUM OF 5 FEET) IN LOCATION OF NEW SIGNAL POLES,

VICINITY OF NEW TRAFFIC SIGNAL POLES AND PEDESTAL POLES BEFORE INSTALLATION.

6. THE CONTRACTOR SHALL LOCATE AND POTHOLE UNDERGROUND UTILITIES IN THE

CONTRACTOR TO COMPLETE STRAIN POLE SHOP DRAWING SUBMITTALS.

5. FOR STRAIN POLE FOUNDATION SIZE AND REINFORCEMENT, SEE GDOT DETAIL TS-05.

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

TRAFFIC SIGNAL GENERAL NOTES

SIGNAL PLANS

TS111

27-0001 Peachtree Corners, Georgia 30092

Haley.Unthank

GPLOT-V8

019681030_27-0001.dgn

12:58:16 PM

GPLN4/28/2016

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

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

E

G

W

S S

V

V

V

EXISTING UTILITIES

DOWN GUY

TRAFFIC SIGNAL LEGEND

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

5-SECTION HEAD

6x6 PULSE LOOP

6x18 CALL LOOP

6x40 PRESENCE LOOP (DIPOLE)

6x6 PULSE LOOP

6x18 CALL LOOP

6x40 PRESENCE LOOP (DIPOLE)

TRAFFIC SIGNAL LEGEND

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

6x40 VIRTUAL DETECTION ZONE 6x40 VIRTUAL DETECTION ZONE

SANDY SPRINGS

GEORGIA

PROJECT NUMBER

INTERSECTION

RADAR DETECTION UNIT

DrLongIsland

84" X 18"

D3-1 (#1)

HwMountVernon y

102" X 18"

D3-1 (#2)

BREAKING ACTIVITIES.

3. SIGNAL STRAIN POLE AND MAST ARM TO BE INSTALLED PRIOR TO ANY OTHER GROUND

TO ENSURE THE ACCURACY OF THE PLACEMENT AND QUANTITY OF ALL EQUIPMENT.

CONTRACTOR TO COORDINATE DIRECTLY WITH VIDEO VENDOR PRIOR TO ORDERING MATERIALS

2. THE VIDEO DESIGN SHOWN ON THIS PLAN IS FOR INFORMATINOAL PURPOSES ONLY.

1. ALL NEW PEDESTRIAN SIGNAL EQUIPMENT SHALL BE INSTALLED WITH APS.

NOTES:

E O I

EOI

EOI

EOI

PL

L

PL

ONL

Y

Haley.Unthank

GPLOT-V8

019681030_27-0002.dgn

12:58:29 PM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

Atlanta, GA 30309

INTERSECTION

LONG ISLAND DR AT MOUNT VERNON HWY

SIGNAL PLAN

SCALE IN FEET

0 60 120

12"

12"

12"

R

G

Y

18"

SIGNAL HEADS

PEDESTRIAN

LED COUNTDOWN

2,4,4S,6,8,8S

SIGNAL HEAD

PROPOSED 3-SEC

SIGNAL HEAD

EXISTING 3-SEC

SIGNAL HEAD

RELOCATED

SIGNAL HEAD

PROPOSED 4-SEC

SIGNAL HEAD

(CLUSTER)/T-SHAPED

PROPOSED 5-SEC

SIGNAL HEAD

PEDESTRIAN

SIGNAL LEGEND

PROPOSED VIDEO DETECTION CAMERA

PROPOSED MAGNETOMETER

DETECTION LEGEND

PROPOSED VIRTUAL DETECTION ZONE

PROPOSED INDUCTIVE LOOP

PROPOSED RADAR

MOUNT VERNON HIGHWAY (35 MPH) MOUNT VERNON HIGHWAY (35 MPH)

LO

NG

IS

LA

ND

DR

IV

E (3

MP

H)

4S

04/

06/ 07 08//

03/02/01/

05/

PHASING DIAGRAM

W

W

W

WW W

W W

OMIT OMIT

OMIT

P8

V2

V5

P6

P8

P2

P2

P4

P4

P6

8S

V6

V

V8

INSTALL CONDUITS, NM, TP 3, 3-2" (150 LF)

INSTALL CONDUITS, NM, TP 2, 3-2" (45 LF)

INSTALL CONDUITS, NM, TP 3, 2-2" (60 LF)

R

G

Y

FY

P2,P4,P6,P8

12"

12"

12"

12"

ON BACKPLATES

RETROREFLECTIVE TAPE

SIGNAL HEADS WITH TP IX

LED INCANDESCENT LOOK

REQUIRED R/W

V6

INSTALL R10-5A

30"X36" R10-5A

INSTALL CONDUITS, NM, TP 3, 2-2" (60 LF)

INSTALL CONDUITS, NM, TP 3, 2-2" (130 LF) IN A 5" DIRECTIONAL BORE (65 LF)

STREETNAME SIGNS

PROPOSED OVERHEAD

INSTALL D3-1 #1

INSTALL D3-1 #2

INSTALL D3-1 #2

INSTALL D3-1 #1

PROPOSED REGULATORY SIGNS

18"X24" R560-5

YIELD

INSTALL R560-5

INSTALL R1-2

9"X15"

R10-3e(R)

9"X15"

R10-3e(L)

TO CROSS

PUSH BUTTON

START CROSSING

DON’T START

FLASHING

STEADY

Vehicles

Watch For

DON’T CROSS

TO CROSS

PUSH BUTTON

If Started

Finish Crossing

TIMER

TIME REMAINING

To Finish Crossing

START CROSSING

DON’T START

FLASHING

STEADY

Vehicles

Watch For

DON’T CROSS

If Started

Finish Crossing

TIMER

TIME REMAINING

To Finish Crossing

PEDESTRIAN SIGNS

PROPOSED

TRAFFIC SIGNAL INSTALLATION - NO. 1

36" TRI

R1-2

IN A 5" DIRECTIONAL BORE (65 LF)

INSTALL CONDUITS, NM, TP 3, 2-2" (130 LF)

SANDY SPRINGS

GEORGIA

27-0002

A 5" DIRECTIONAL BORE (75 LF)

INSTALL CONDUITS, NM, TP 3, 2-2" (150 LF) IN

- GRIDSMART ADVANCE CAMERA FOR PHASE 8: MOUNT TO PROPOSED MAST ARM

INSTALL:

- GRIDSMART ADVANCE CAMERA FOR PHASE 4: MOUNT TO PROPOSED MAST ARM

INSTALL:

INSTALL 6’X40’ VIDEO DETECTION ZONE (TYP.)

ZONE 260’ FROM STOPBAR (TYP.)

INSTALL 6’X6’ VIDEO DETECTION

V2

- CCTV CAMERA; MOUNT TO PROPOSED STRAIN POLE

- STEEL STRAIN POLE, TP IV, WITH 65’ MAST ARM

INSTALL:

- TP 3 PULLBOX

- STEEL STRAIN POLE, TP IV, WITH 55’ MAST ARM

INSTALL:

V4/5/8

INSTALL CONDUITS, NM, TP 3, 2-2" (130 LF) IN A 5" DIRECTIONAL BORE (65 LF)

- TP 2 PULLBOX

DO…