KJD- 25.01 SHEET SET 2.10.26 Flattened.pdf

PDF 10 MB Posted Feb 10, 2026

Attached to: Downtown Revitalization Project
Solicitation number: 1037TOC-26-001
Issued by: Moore County, Cleveland Town, North Carolina

About this file

Written by GovTribe AI · Feb 13, 2026

This is a construction project sheet set for the Town of Carthage, North Carolina's Downtown Revitalization project, prepared by LKC Engineering, PLLC. The project encompasses improvements to the traffic circle, adjoining roads, and surrounding hardscape and parking areas in downtown Carthage, with the primary scope including reconfiguration of the circle to improve vehicular movements and drainage, along with significant revisions to hardscape and landscaping to enhance pedestrian areas and overall downtown functionality and aesthetics. The sheet set includes comprehensive civil engineering plans covering general notes and legends, existing topographic survey, typical sections, roadway plans, drainage plans with 15-inch reinforced concrete pipe (RCP) installations at various slopes, traffic control plans, signing and marking plans, erosion control plans, and utility plans showing relocations of fire hydrants, gate valves, and storm drain infrastructure. Sealed bids are due at Carthage Town Hall by 2:00 pm local time on Friday, March 13, 2026, with construction to begin no later than May 18, 2026, and be completed by November 30, 2026. All bid-related questions must be submitted via email to Emily Yopp, Lindsay Whitson, or Trevor Hansen no later than February 28, 2026, with responses provided by March 2, 2026.

The project site is located in downtown Carthage at the intersection of Monroe Street (NC Highway 27), McReynolds Street, Martin Street, and Ray Street, adjacent to the Moore County Historic Courthouse. The existing topographic survey establishes elevations referenced to NAVD88 datum with a benchmark elevation of 583.21 feet. The drainage plan identifies multiple curb inlets, storm drain manholes, and drainage structures requiring relocation or installation, with specific rim elevations and invert elevations detailed throughout the project area. All utility line locations are based on utility records supplemented by field inspections; contractors are required to notify the North Carolina One Call Center at 1-800-632-4949 at least 48 hours prior to any excavation or construction activity and to coordinate electrical line relocation with Duke Progress Energy. The general contractor is responsible for field verification of all dimensions and elevations with the surveyor of record prior to construction commencement.

View the file

Other files

File	Type	Posted
2026-02-09_Downtown_Carthage_Roadway_Improvements.pdf	PDF	Feb 10, 2026
Contract Docs - Carthage Downtown Revitilization 2.6.26.pdf	PDF	Feb 10, 2026
2026-02-06 Downtown Carthage Revitalization Bid Set - KJD + V3.pdf	PDF	Feb 10, 2026

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

CREYNOLDS ST

MONROE ST

MAR

TIN

CARTHAGE DOWNTOWN REVITALIZATION

CARTHAGE, NORTH CAROLINA

PROJECT VICINITY MAP

1" = 500'

140 Aqua Shed Court

Surveying License No. P-1095

Landscape Architecture Engineering

O: 910.420.1437 F: 910.637.0096

Aberdeen, NC 28315 lkcengineering.com

LKC Engineering, pllc

SHEET INDEX

PROJECT AREA

- COVER SHEET

C-1.0 GENERAL NOTES AND LEGEND

C-2.0 EXISTING TOPOGRAPHIC SURVEY

C-3.0 TYPICAL SECTIONS

C-4.0 ROADWAY PLAN

C-5.0 DRAINAGE PLAN

C-6.0 TRAFFIC CONTROL PLANS

C-6.1 TRAFFIC CONTROL PLANS

C-6.2 TRAFFIC CONTROL PLANS

C-6.3 TRAFFIC CONTROL PLANS

C-6.4 TRAFFIC CONTROL PLANS

C-6.5 TRAFFIC CONTROL PLANS

C-6.6 TRAFFIC CONTROL PLANS

C-6.7 TRAFFIC CONTROL PLANS

C-6.8 TRAFFIC CONTROL PLANS

C-6.9 TRAFFIC CONTROL PLANS

C-7.0 SIGNING AND MARKING PLANS

C-7.1 SIGNING AND MARKING PLANS

C-8.0 EROSION CONTROL PLANS

C-9.0 UTILITY PLANS

C-10.0 CROSS SECTIONS

C-10.1 CROSS SECTIONS

C-10.2 CROSS SECTIONS

D-01 DRAINAGE DETAILS

D-02 UTILITY DETAILS

V3 SOUTHEAST SHEETS

L-1.0 OVERALL KEY SHEET

L-2.0 EXISTING CONDITIONS AND DEMOLITION PLAN

L-3.0 SITE LAYOUT PLAN

L-3.1 SITE LAYOUT PLAN

L-3.2 SITE LAYOUT PLAN ENLARGEMENT

L-3.3 SITE LAYOUT PLAN ENLARGEMENT

L-3.4 SITE LAYOUT PLAN ENLARGEMENT

L-4.0 SITE MATERIALS PLAN

L-4.1 SITE MATERIALS PLAN

L-5.0 DETAILED SITE GRADING PLAN

L-5.1 DETAILED SITE GRADING PLAN

L-6.0 HARDSCAPE DETAILS

L-6.1 HARDSCAPE DETAILS

L-6.2 HARDSCAPE DETAILS

L-6.3 HARDSCAPE AND DRAINAGE DETAILS

L-6.4 SITE FURNISHINGS, SIGNAGE, AND LIGHTING DETAILS

L-7.0 SOIL AMENDMENTS PLAN

L-7.1 LANDSCAPE PLAN

L-7.2 LANDSCAPE PLAN

L-7.3 LANDSCAPE SCHEDULE & NOTES

L-7.4 LANDSCAPE DETAILS

L-7.5 CONCEPTUAL IRRIGATION PLAN

L-8.0 SITE FURNISHINGS AND HARDSCAPE LIGHTING PLAN

L-8.1 SITE FURNISHINGS AND HARDSCAPE LIGHTING PLAN

L-9.0 PHASING PLAN

L-9.1 INTERIM SIDEWALKS PLANS

2-4-46

OCTOBER, 2025

MFL

JDM

C-1.0

Fi le

: L

-2 5.

C ar th ag e

D ow nt ow n St re et sc ap es \8

D ra w in gs

D es ig n

D ra w in gs \0

Ci vi l\

-2 5.

D .d w g, B y:

S al az ar

, P lo tt ed

Tu e Fe b

, 2 at

5p m

N O

ABBREVIATIONS

ABBREVIATION: DESCRIPTION: ABBREVIATION: DESCRIPTION:

A/C AIR CONDITIONING NIC NOT IN CONTRACT

ADJ ADJACENT NTS NOT TO SCALE

AL AREA LIGHT

APROX APPROXIMATE O.C. ON CENTER

ASSM ASSEMBLY OHE OVERHEAD ELECTRIC

ASPH ASPHALT

PC POINT OF CURVATURE

BLDG BUILDING PI POINT OF INTERSECTION

B.O. BLOW-OFF PIV POST INDICATION VALVE

BOC BACK OF CURB PP POWER POLE

BOW BOTTOM OF WALL PT POINT OF TANGENCY

BX BOX PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

C.F. CUBIC FOOT

CI CURB INLET R RADIUS

CL CENTER LINE R.J. RESTRAINED JOINT

CONC CONCRETE R/W, ROW RIGHT OF WAY

CONST CONSTRUCTION RCP REINFORCED CONCRETE PIPE

CY CUBIC YARD RDCO ROOF DRAIN CLEAN OUT

REQD REQUIRED

DEMO DEMOLISH (DEMOLITION) RQMT REQUIREMENT

DP DEEP RT RIGHT

DI DUCTILE IRON RWM RIGHT OF WAY MONUMENT

D.I.P. DUCTILE IRON PIPE

DIA DIAMETER SCH SCHEDULE

DIM DIMENSION SD STORM DRAIN

DWG DRAWING SDCO STORM DRAIN CLEAN OUT

SDMH STORM DRAIN MANHOLE

ECM EXISTING CONCRETE MONUMENT SED SEDIMENT

EIP EXISTING IRON PIPE SF SQUARE FOOT

EIS EXISTING IRON STAKE SPEC SPECIFICATION

ELEC ELECTRIC SQ SQUARE

ELEV ELEVATION SS SANITARY SEWER

ELMH ELECTRICAL MANHOLE SSCO SANITARY SEWER CLEAN OUT

ENCL ENCLOSURE SSMH SANITARY SEWER MANHOLE

EOC EDGE OF CONCRETE STA STATION

EOP EDGE OF PAVEMENT SY SQUARE YARD

EQPT EQUIPMENT

ESMT EASEMENT TBM TEMPORARY BENCHMARK

EX EXISTING TEL TELEPHONE

TEMP TEMPORARY

FES FLARED END SECTION THK THICK

FFE FINISH FLOOR ELEVATION TOC, T/C TOP OF CURB

FH FIRE HYDRANT TOW TOP OF WALL

FNC FENCE TPED TELEPHONE PEDESTAL

FO FIBER OPTIC TS&V TAPPING SADDLE & VALVE

FOC FACE OF CURB TYP TYPICAL

FT FOOT

UGE UNDERGROUND ELECTRIC

G.V. GATE VALVE UTIL UTILITY

GALV GALVANIZE

GND GROUND

GRAV GRAVEL

HDPE HIGH DENSITY POLYETHYLENE

L LENGTH

LF LINEAR FOOT

LFT LEFT

MAX MAXIMUM

MIN MINIMUM

MISC MISCELLANEOUS

M.J. MECHANICAL JOINT

GENERAL NOTES

ALL GENERAL NOTES, ABBREVIATIONS, SYMBOLS, AND OTHER INFORMATION INDICATED ON THIS SHEET SHALL APPLIED TO ALL

CONTRACT DOCUMENTS AND SHEETS IN THIS SET.

LEGEND / KEY

NAME: EXISTING NEW

ASPHALT PAVEMENT

CABLE TV

CENTERLINE

CURB & GUTTER

CONCRETE

CONTOUR MAJOR

CONTOUR MINOR

EASEMENT

FENCE

FIBER OPTIC

FORCE MAIN

GAS LINE

GAS VALVE

LIMITS OF DIST/CONST

LIGHT POLE

OVERHEAD ELECTRIC

POWER POLE

PROPERTY LINE

PROPERTY LINE - ADJ

RAILROAD

RIGHT-OF-WAY (ROW)

SANITARY SEWER LINE

SANITARY SEWER MH

SANITARY SEWER CO

SPOT EL. GS

SPOT EL. TOC

SPOT EL. TOW

STORM DRAIN FES

STORM DRAIN LINE

STORM DRAIN MH

STORM DRAIN CI

STORM DRAIN GI

STORM DRAIN YI

TELEPHONE LINE

TELEPHONE PEDESTAL

UNDERGROUND ELEC.

UTILITY POLE

WATER LINE

WATER VALVE

FIRE HYDRANT

WATER METER

WATER LINE BACKFLOW

WATER LINE REDUCER

EROSION CONTROL: NEW

TEMP. CONST ENT.

TEMP. SILT FENCE

TEMP. DIVERSION

TEMP. INLET PROTECT.

TEMP. ROCK PIPE INLET

PROTECTION

RIPRAP DISSIPATOR

TEMP. SILT FENCE

OUTLET

TEMP. SKIMMER BASIN

WITH BAFFLES

FAIRCLOTH SKIMMER

TEMP. SEDIMENT TRAP

WITH BAFFLES

TEMP. SLOPE DRAIN

TREE PROTECTION

ROLLED EROSION

CONTROL MATTING

1. THE GENERAL CONTRACTOR SHALL FIELD VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AT THE JOB SITE.

2. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR WITH

THE SURVEYOR OF RECORD PRIOR TO BEGINNING CONSTRUCTION. BENCHMARK IS AN ECM LOCATED ALONG THE PROPERTY

LINE OF THE SITE ______ AND HAVING AN ELEVATION OF ________.

3. HORIZONTAL COORDINATES BASED ON NC GRID NAD83 AND ELEVATIONS BASED ON NAVD88 DATUM.

4. ALL DIMENSIONS AND ALL ELEVATIONS ARE MEASURED TO BACK OF CURB UNLESS OTHERWISE NOTED.

5. THE INTENT OF THE LIMITS OF DISTURBANCE/CONSTRUCTION (LOD/C) SHOWN ON THE DRAWINGS IS TO DEFINE THE GENERAL

PROJECT AREA TO CONSTRUCT, INSTALL AND/OR MODIFY THE SITE. TYPICALLY, THE LOD/C WILL FOLLOW RIGHT-OF-WAY OR PROPERTY LINES. THE CONTRACTOR SHALL CONTACT THE OWNER'S REPRESENTATIVE REGARDING ANY QUESTIONS AS TO THE EXACT LOCATION OF THE LOD/C PRIOR TO BID AND PRIOR TO BEGINNING CONSTRUCTION. ALL ITEMS SHOWN ON THESE PLANS THAT DO NOT SPECIFICALLY STATE 'NOT-IN-CONTRACT (NIC), SHALL BE INCLUDED IN THE BID COST, INCLUDING ITEMS THAT

MAY BE OUTSIDE THE PROJECT LIMITS.

6. LOCATIONS OF EXISTING UTILITY LINES HAVE BEEN TAKEN FROM UTILITY RECORDS SUPPLEMENTED BY FIELD INSPECTIONS AND SHOULD INDICATE IN GENERAL THE TYPE OF UNDERGROUND UTILITIES NOW IN SERVICE. LOCATIONS SHOWN ARE NOT GUARANTEED. DEVELOPERS AND/OR CONTRACTORS SHALL NOT ONLY MAKE SUBSURFACE INVESTIGATIONS BUT SHALL ALSO ALLOW FOR CONTINGENCIES WHICH MIGHT ARISE BY REASON OF ENCOUNTERING UNRECORDED LINES OR LINES BEING IN DIFFERENT LOCATIONS THAN INDICATED ON THESE PLANS. AT LEAST 48-HOURS PRIOR OR SOONER IF REQUIRED BY THE LOCAL MUNICIPALITY TO ANY CONSTRUCTION ACTIVITY, EXCAVATION, GRADING, OR DIGGING ON THE SITE, THE GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES TO VERIFY AND/OR FIELD-LOCATE THEIR RESPECTIVE UTILITIES (THE NORTH CAROLINA ONE CALL CENTER - 1-800-632-4949). ALL DAMAGE INCURRED TO EXISTING UTILITY LINES DURING

CONSTRUCTION SHALL BE REPAIRED AT THE GENERAL CONTRACTORS EXPENSE.

7. SURVEY, BASE MAPPING, & TOPOGRAPHICAL DATA PROVIDED BY LKC ENGINEERING, PLLC, JEFFREY L. GREEN, PLS, 140 AQUA SHED

CT., ABERDEEN, NC 28315, TEL. 910-420-1437.

C ar th ag e, N o rt h C ar o li n a

C A

R T H

A G

E D

O W

N T O

W N

Z A

A q u a

Sh ed

C o u rt

Su rv ey in g Li ce n se

N o P-

La nd sc ap e Ar ch ite ct ur e En gi ne er in g O

A b er d ee n N

C lk ce n g in ee ri n g .c o m

E n g in ee ri n g p ll c

BYDATESYM. DESCRIPTION

REVISIONS

DATE:

DESIGNED:

DRAWN:

CHECKED:

NO.

ELC

9 5

1 58

9 5

2 571

COUNTY OF

MOORE

MONROE ST.

MCREYNOLDS ST.

S T.

EX. HYDRANT

(TO BE RELOCATED)

EX. HYDRANT

(TO BE RELOCATED)

EX. HYDRANT

(TO BE RELOCATED)

EX. VALVE

(TO BE RELOCATED)

EX. CURB INLET

(TO BE RELOCATED)

EX. CURB INLET

(TO BE RELOCATED)

EX. CURB INLET

(TO BE RELOCATED)

EX. CURB INLET

(TO BE RELOCATED)

EX. CURB INLET

(TO BE RELOCATED)

EX. CURB INLET

(TO BE RELOCATED)

TBM: 1.5"EIP FLUSH

N: 581013.43 E: 1875552.11

ELEV: 583.21

EX. STORM INLET

OCTOBER, 2025

MFL

JDM

C-2.0

Fi le

: L

-2 5.

C ar th ag e

D ow nt ow n St re et sc ap es \8

D ra w in gs

D es ig n

D ra w in gs \0

Ci vi l\

-2 5.

-T O

.d w g, B y:

S al az ar

, P lo tt ed

Tu e Fe b

, 2 at

6p m

NOTES:

1. ALL GENERAL NOTES, ABBREVIATIONS, SYMBOLS, AND OTHER INFORMATION

INDICATED ON SHEET C-01 SHALL APPLY TO THIS PLAN.

2. THE PURPOSE OF THE PLAN IS FOR INFORMATIONAL PURPOSES ONLY. THOUGH THIS

PLAN IS FROM AN ACTUAL FIELD SURVEY IT IS NOT AND SHOULD NOT BE CONSIDERED

A RECORDABLE DOCUMENT.

3. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND MUST BE

VERIFIED BY THE GENERAL CONTRACTOR WITH THE SURVEYOR OF RECORD PRIOR TO

BEGINNING CONSTRUCTION. BENCHMARK IS AN EIP LOCATED WITHIN THE

COURTHOUSE SQUARE, HAVING AN ELEVATION OF 583.21'.

4. LOCATIONS OF EXISTING UTILITY LINES HAVE BEEN TAKEN FROM UTILITY RECORDS

SUPPLEMENTED BY FIELD INSPECTIONS AND SHOULD INDICATE IN GENERAL THE TYPE

OF UNDERGROUND FACILITIES NOW IN SERVICE. HOWEVER, LOCATIONS SHOWN ARE

NOT GUARANTEED AND ANY FURTHER DEVELOPERS OR CONTRACTORS SHOULD NOT

ONLY MAKE SUBSURFACE INVESTIGATIONS BUT SHOULD ALSO ALLOW FOR

CONTINGENCIES WHICH MIGHT ARISE BY REASON OF ENCOUNTERING UNRECORDED

LINES OR LINES BEING IN DIFFERENT LOCATIONS THAN INDICATED ON THIS PLAT.

5. COORDINATE ALL ELECTRICAL LINE RELOCATION WITH DUKE PROGRESS ENERGY.

6. HORIZONTAL COORDINATES BASED ON NC GRID NAD83 AND ELEVATIONS BASED ON

NAVD88 DATUM.

7. ALL DISTANCES ARE HORIZONTAL GROUND.

8. AREA BY COORDINATE COMPUTATION.

9. SURVEY INFORMATION FROM THE SURVEYOR OF RECORD, LKC ENGINEERING, PLLC;

JEFFREY L. GREEN, PLS, LIC. # L-3972; 140 AQUA SHED CT, ABERDEEN, NC 28315, TEL

#: 910-420-1437.

( IN FEET )

GRAPHIC SCALE

FULL SIZE SHEET 24"x36"

30 30 6015

C ar th ag e, N o rt h C ar o li n a

C A

R T H

A G

E D

O W

N T O

W N

Z A

A q u a

Sh ed

C o u rt

Su rv ey in g Li ce n se

N o P-

La nd sc ap e Ar ch ite ct ur e En gi ne er in g O

A b er d ee n N

C lk ce n g in ee ri n g .c o m

E n g in ee ri n g p ll c

BYDATESYM. DESCRIPTION

REVISIONS

DATE:

DESIGNED:

DRAWN:

CHECKED:

NO.

ELC

9 5

1 58

9 5

2 571

ELC

9 5

1 58

9 5

2 571

PHASE 9

PHASE 8

PHASE 7

PHASE 6

PHASE 5

PHASE 1

PHASE 4

PHASE 3PHASE 2

PHASE 1

PHASE 9

S T

MONROE ST

(NC HWY 27)

S T

MONROE

(NC HWY 2

M C

T M

C N

S T

MOORE

COUNTY

HISTORIC

COURTHOUSE

MCREYNOLDS ST(NC HWY 27)

582.42 582.80 583.09

582.78

583.31

583.18

584.15

583.85

585.32

582.06

581.55

584.65

581.00

579.77

581.00

579.77

579.00

579.65

578.42 TC

578.00 BC

579.61 579.00

585.00

583.96 584.67

584.95

585.73

580.87

579.73 579.94

581.55 581.77

577.57

577.94

581.82

580.87 582.84

582.95 584.99 585.02

583.61 584.05583.02

582.91

580.60

580.23

582.84

DI 583.78

582.90 TS

582.50 BS

583.43 TS

582.83 BS

584.30 TS

582.98 BS

585.28 TS

583.78 BS

579.78

580.78 TS

580.39 BS

581.00

580.30

TC 581.47

582.89

583.00

583.11

583.34 582.76

TC 584.97 584.25

583.84 584.28

585.08

585.10 585.20

585.31

585.22

580.53

580.77

579.28579.28

578.07 577.76 577.12 577.08

576.05 575.79 575.09

574.86

573.85 573.68

572.77 572.35 570.95 571.09

570.76577.47

578.22

578.47

TC 577.14

576.88

575.95

TC 575.69

574.73

574.50

TOC

573.74

573.51

572.64

572.41

571.49

571.39

571.84

571.00

580.24 579.96

578.71 BS

578.71 BS 576.37

575.98

576.31

575.07 574.83

574.55

574.01 572.29 571.83 571.57 570.46

570.20 569.65

569.22

567.74 567.66

569.14

576.43

575.93

576.13 575.30

574.81

575.10

574.00

573.64

574.24

572.53

572.22

572.52

570.00

581.73

581.35

581.05

581.23 572.06 571.80 570.69

570.43574.60 576.32

578.45

578.19

575.90

578.63 BS

578.52 BS

579.76

TC580.04

584.39

584.22

584.43 584.46

583.99 583.61 583.55

583.44

578.72 TC

578.30 BC

579.50 TC

579.00 BC

582.46

581.82

581.65

581.88

581.75

581.87

581.94

583.23

582.98

585.73

585.39 TS

584.45 BS 585.05

585.43

585.33

583.64

584.64

584.28

584.63

584.64

583.00

583.91

585.00

585.18

585.00

585.08

584.35

584.22

584.39

584.92

584.55

584.40

584.58

585.75

TOP OF

WALL

583.32

584.27

585.30

585.50

585.50 585.25

584.85

585.07

585.27

585.30

582.95

583.44 583.12

583.44

583.37

583.18

583.33 583.45

584.43

584.07

583.23

TR 583.38

581.66

585.18

585.14

585.43

585.32

585.04

DI585.44

583.59 583.64

583.03

583.82

584.55

582.67

582.52

584.45

584.42

582.84

582.41

583.17

583.28

582.80

583.37

583.07

583.93

583.07

582.54

582.73

582.78

584.81

582.00

585.02

583.50 583.70 583.58

583.38

583.61

583.03

583.20

584.20

584.20584.30

584.30

582.78

582.97

583.38 583.47 583.48

583.07 583.12

582.89 582.80

581.61

581.68

581.78

581.68

581.78

581.95

581.80

581.83 581.94

581.84

584.94

TOP OF

WALL

582.12

582.75

583.04

582.91

583.17

583.21

583.50

583.22

583.50

585.00

TOP OF

WALL

581.58

581.27

580.47

580.24

580.13

582.51

TC 581.72

582.05

582.00

582.05

582.32

TOP OF

WALL

581.83

584.27 583.72

584.10

579.04

579.04 TS

578.33 BS

577.79

577.49 TS

576.99 BS

576.88

576.77 TS

575.80 BS

575.87

575.61 TS

574.61 BS

574.92

574.70 TS

573.62

573.69

573.52 TS

572.52 BS

572.61

572.19 TS

571.40 BS

580.97

581.28

584.52

SPILLWAY

584.20

SPILLWAY

583.78

SPILLWAY

583.29

SPILLWAY

582.84

SPILLWAY

584.36

584.04

583.62

583.13

582.68

584.24

584.40

SPILLWAY

583.39

582.50

582.66

SPILLWAY

584.04

581.66

581.60 581.80

581.60

581.33

582.54 TS

581.52 BS

582.87

581.5

581.19

570.10

586.90

TOP OF

WALL

582.38 582.43

585.25

TOP OF

WALL

584.09

TOP OF

WALL

583.42

583.55

SPILLWAY

583.53

583.49

583.83

583.95

583.04

582.75

6" WALL

TRANSITION

584.59

TOP OF

WALL

585.60

585.70

581.44 TS

581.09 BS

582.40

582.12

582.40

582.70

582.98

582.50

DI582.25

582.33

583.28

583.03

583.33

583.40 583.51

584.57

INLET

CURB CUT

585.03

INLET

CURB CUT

585.53

INLET

CURB CUT

584.43

INLET

CURB CUT 584.02

INLET

CURB CUT

583.72

INLET

CURB CUT

583.51

INLET

CURB CUT

582.89

INLET

CURB CUT

582.83

INLET

CURB CUT

582.96

INLET

CURB CUT

583.21

INLET

CURB CUT

583.40

INLET

CURB CUT

583.47

INLET

CURB CUT

583.95

INLET

CURB CUT

584.01

INLET

CURB CUT

584.34

INLET

CURB CUT

584.37

INLET

CURB CUT584.38

INLET

CURB CUT

584.61

INLET

CURB CUT

584.72

INLET

CURB CUT584.98

INLET

CURB CUT

585.54

INLET

CURB CUT

574.21 TC

573.82 BC

572.12 TC

571.76 BC

581.83582.49

INLET

CURB CUT

585.50

585.40

578.00

578.50 579.57

579.05 578.95

583.83

583.40

583.67

583.96 584.15

584.52

583.90

585.00

581.49

582.54 TS

581.52 BS

581.80

581.93

581.43

583.17 582.83

583.27

584.52

584.28

584.81

584.44

584.55

583.48

584.51

583.37

583.39

583.51

583.11

583.27

INLET

CURB CUT

585.30

582.75 TC

582.42 BC

581.80

581.62

581.68

INLET

CURB CUT

581.08

585.07

584.85

584.38

584.77

583.97 TC

583.64 BC

583.56 TC

583.23 BC

583.21

578.42 TC

578.00 BC

578.74

579.77

579.54

579.63 TC

579.13 BC

579.51 TC

570.42 TC

570.00 BC

570.20 TC

569.78 BC

570.70571.06 TC

570.56 BC

570.61 570.45

571.18

569.14 569.14

583.34

INLET

CURB CUT

583.62

INLET

CURB CUT

0 57

4 57

7 57

PHASE 1

97 LF 15" RCP @ 0.52%

68 LF 15" RCP @ 1.55% 96 LF 15" RCP @ 0.52%

27 LF 15" RCP @ 1.85%

88 LF 15" RCP @ 0.50%

52 LF 15" RCP @ 0.50%

23 LF 15" RCP @ 0.52%

26 LF 15" RCP @ 3.89%

" R

.5 7%

49 LF 15" RCP @ 1.42%

48 LF 15" RCP @ 0.52%

42 LF 15" RCP @ 0.55%

42 LF 15" RCP @ 0.60%

CI-4

RIM: 585.00

15" INV OUT: 582.00 (SW)

CI-5

RIM: 585.00

15" INV IN: 580.65 (NE)

15" INV OUT: 580.55 (SE)

CI-3

RIM: 584.00

15" INV IN: 578.00 (NW)

CI-6

RIM: 584.00

15" INV IN: 579.50 (NW)

15" INV OUT: 579.60 (SE)

15" INV OUT: 579.00 (SW)

CI-9

RIM: 582.94

15" INV IN: 579.90 (SW)

CI-7

RIM: 583.00

15" INV IN: 579.10 (NW)

15" INV IN: 579.70 (NE)

CI-8

RIM: 583.00

15" INV OUT: 579.50 (SE)

SDMH-1

RIM: 581.60

15" INV IN: 578.50 (NE)

15" INV IN: 578.50 (NW)

CI-2

RIM: 581.52

15" INV OUT: 578.50 (SE)

CI-1

RIM: 577.54

CI-11

RIM: 577.67

15" INV IN: 566.48 (E)

CI-12

RIM: 576.79

15" INV IN: 566.70 (SE)

15" INV OUT: 566.60 (W)

CI-14

RIM: 570.53

15" INV OUT: 567.50 (NW)

CI-13

RIM: 574.22

15" INV IN: 567.06 (SE)

15" INV OUT: 566.96 (NW)

CI-15

RIM: 571.96

EX.-DB-01

RIM: 583.00

15" INV OUT: 580.00 (SW)

DB-12

RIM: 583.00

15" INV OUT: 580.60 (NE)

DB-3

RIM: 585.00

15" INV IN: 581.75 (NE)

15" INV OUT: 581.65 (SW)

DB-2

RIM: 585.00

15" INV IN: 581.00 (NE)

15" INV OUT: 580.90 (SW)

CI-10

RIM: 582.00

OCTOBER, 2025

MFL

JDM

C-5.0

Fi le

: L

-2 5.

C ar th ag e

D ow nt ow n St re et sc ap es \8

D ra w in gs

D es ig n

D ra w in gs \0

Ci vi l\

-2 5.

-3 .0

.d w g, B y:

S al az ar , P lo tt ed

Tu e

Fe b

, 2 at

:2 6p m