20140451 Ver 1_Site Plan_20140429

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INDEX OF SHEETS
Cover Sheet
General Notes and Standards
Project and Erosion Control General Notes
Storm Drainage Structure Table
Plan and Profile
Wildlands Channel Design
Sidewalk Cross Sections
Details
Planting Plans
Erosion Control Plans
Utility Plans
Traffic Control Plans
Striping Plan
1
G1
G2
2-4C
5 -27
C1 -C3
X1
D1 -D11
LP1 -LP4
EC1 -EC6
U1 -U6
TCP1 -TCP5
SP1
TOTAL SHEETS 68
PLANS PREPARED BY:
Armstrong Glen, P.C.
CONSULTING CIVIL ENGINEERS
9731 —L Southern Pine Boulevard
P.O. Box 7326
Charlotte, NC 28241
Phone: 704 - 529 -0345
Fax: 704 - 529 -0493
License #: C -1856
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VICINITY MAP
NTS
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Charlotte - Mecklenburg
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ENGINEERING & PROPERTY
MANAGEMENT
Construction Plans of Proposed
Record Drawings
nor Storm Drainage Improvement Project
Project No. 671 -04 -713
Project Features
Storm Drain, Utility Relocation, Curb & Gutter,
Sidewalk, Asphalt Paving, Stream Restoration Features,
and Traffic Control
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NCDOT 2012 STANDARD SPECIFICATIONS
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GRAPHIC SCALES
Plan View .................
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RECOMMENDED
FOR CONSTRUCTION
Contract Administration
Storm Water Construction
Landscape Management
Horz. Profile ............ CDOT - Design
4 8 12
Vert. Profile ............. CDOT - Implementation
5 10 15 CMU
Cross Section ...........
Storm Water Project Manager
CONVENTIONAL SIGNS
ProposedProperty Line ... ...............................
'1
Maintained as R/W Line . ...............................
Existing Structures .......... ...............................
Proposed Edge of Pavement ..........................
Fence................................. ............................... X
Charlotte - Mecklenburg
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_ 0 0 _
CHARLOTTESM i L 0 0
CR 0� N
ENGINEERING & PROPERTY
MANAGEMENT
Construction Plans of Proposed
Record Drawings
nor Storm Drainage Improvement Project
Project No. 671 -04 -713
Project Features
Storm Drain, Utility Relocation, Curb & Gutter,
Sidewalk, Asphalt Paving, Stream Restoration Features,
and Traffic Control
EEC
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BP w
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NCDOT 2012 STANDARD SPECIFICATIONS
I,1n)C�ATiTecri)W N e w �MtAP
l�l U l l U SCALD,
GRAPHIC SCALES
Plan View .................
i
RECOMMENDED
FOR CONSTRUCTION
Contract Administration
Storm Water Construction
Landscape Management
Horz. Profile ............ CDOT - Design
4 8 12
Vert. Profile ............. CDOT - Implementation
5 10 15 CMU
Cross Section ...........
Storm Water Project Manager
CONVENTIONAL SIGNS
ProposedProperty Line ... ...............................
Existing Property Line .... ...............................
Maintained as R/W Line . ...............................
Existing Structures .......... ...............................
Proposed Edge of Pavement ..........................
Fence................................. ............................... X
ExistingEasement ........... ............................... F
_
Temporary Construction Easement ............. e
ProposedAccess Easement ........................... AE AE
Storm Drainage Easement ............................ SDE SDE
—
Natural and Storm Drainage Easement ...... NSDE
ExistingGas Line ............ ............................... G G
Existing Water Line ........ ............................... w w
ExistingSanitary Sewer . ............................... SS SS
Existing Underground Telecommunications UT
Existing Overhead Telecommunications ...... OT OT
Existing Underground Electric ..................... uE
Proposed Limits Of Disturbance .................. Lop
Existing Storm Drainage
Proposed Storm Drainage .............................
Proposed Handrail
•
Existing Overhead Electric .......................... of OE
Proposed Sanitary Sewer SS —� SS
Proposed High Hazard Silt Fence ...............
StormDrainage Plug ..... ............................... —
Proposed Guardrail ■
■
SiltFence ........................ ...............................
Special Sediment Control Fence ..................
TreeProtection ................................................. ...............................
ExistingTree ............................................................ ...............................
ExistingWater Meter .............................................. ...............................
WM
❑
ExistingWater Valve .............................................. ...............................
WV
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ExistingGas Valve .................................................. ...............................
GV
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S
Existing Sanitary Sewer Manhole
s
Proposed Sanitary Sewer Manhole
Existing Storm Drain Manhole
ProposedStorm Drain Manhole ............................ ...............................
ProposedWater Meter ............................................ ...............................
WM
❑
ExistingCatch Basin ............................................... ...............................
ProposedCatch Basin ............................................ ...............................
ProposedJunction Box .......................................... ...............................
ExistingLight Pole .................................................. ...............................
ExistingUtility Pole ................................................. ...............................
GuyWire ............................................................. ...............................
ProposedUtility Pole ............................................... ...............................
'W
IronPin ..................................................................... ...............................
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ExistingFire Hydrant ............................................. ............................... -6-
ExistingDrop Inlet ................................................... ............................... =
ProposedDrop Inlet ................................................. ...............................
AccessibleRamp .................................................... ............................... acc
Proposed Curb & Gutter, Cone. Drive, Sidewalk ................... IF
Proposed Asphalt Pavement ......................... ...............................
ProposedRip Rap Ditch ............................... ............................... �o 0
ProposedGravel ............................................ ...............................
Proposed Pavement Removal ..................,
Proposed Sidewalk Bridging Tree Roots
cm
CHARLOTTE.
ENGINEERING & PROPERTY
MANAGEMENT
APPROVED
Bid Set No.
CITY ENGINEER DATE
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GENERAL NOTES GENERAL NOTES STANDARDS W
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PAVEMENT DEGRADATION FEE:
PROPOSED CURB E LE VA TI 0 N S: THE FOLLOWING STANDARDS ARE IN REFERENCE TO THE THE FOLLOWING STANDARDS ARE IN REFERENCE TO THE
LATEST NORTH CAROLINA DEPARTMENT OF TRANSPORTATION LATEST CHARLOTTE LAND DEVELOPMENT STANDARDS
TCDOT AND E &PM HAVE AGREED ON THE STREET CUTS FOR WHICH A PAVEMENT DEGRADATION (NCDOT) ROADWAY STANDARD DRAWINGS. THE STANDARDS MANUAL. THE STANDARDS ARE APPLICABLE TO THIS
THE CONTRACTOR SHALL SET AND ADJUST PROPOSED CURB ELEVATIONS AS NECESSARY TO FEE IS REQUIRED. THE DEGRADATION FEE ASSESSMENT SHALL BE PAID VIA INTERNAL CITY ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE ARE PROJECT AND BY REFERENCE ARE CONSIDERED A PART
ENSURE PROPER LONGITUDINAL GRADE FOR DRAINAGE. THE CONTRACTOR SHALL RETAIN MECHANISMS (DTI) PRIOR TO CONSTRUCTION. CONSIDERED A PART OF THE PLANS. OF THE PLANS.
EXISTING PAVEMENT, UNLESS OTHERWISE NOTED.
DRIVEWAYS AND SIDEWALKS: TRAFFIC CONTROL: NCDOT STANDARD DRAWINGS: CHARLOTTE LAND DEVELOPMENT STANDARDS:
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PROPOSED DRIVEWAY ENTRANCE DIMENSIONS ARE MEASURED FROM EXPANSION JOINT TO TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE "WORK AREA
EXPANSION JOINT. MATCH REPLACEMENT MATERIALS TO THE EXISTING SURFACE ACCORDINGLY: TRAFFIC CONTROL HANDBOOK" (WATCH) AND THE TRAFFIC CONTROL PLANS ON SHEETS 838.01 CONCRETE ENDWALL FOR SINGLE AND 10.176 CURB AND GUTTER (For 2' -0" Valley Gutter) m
TCP1 -TCP5 DOUBLE PIPE CULVERTS, 15" THRU 48"
o CONCRETE DRIVEWAYS: 6 -INCH MINIMUM THICKNESS PORTLAND CEMENT CONCRETE (3600 - 90' SKEW 10.19 CURB TRANSITION 2' -6" CURB AND GUTTER TO V
PSI) PLACED A MINIMUM OF 4 FEET BEHIND THE BACK OF CURB UNLESS OTHERWISE SHOWN TOLERANCE: 2' -0" VALLEY GUTTER C� N I 't U-)
ON THE DRAWINGS. 838.80 PRECAST CONCRETE HEADWALL 6Z E N N ° °O
STRUCTURES INCLUDING STORM DRAIN PIPE, STORM STRUCTURES, SEWER PIPE, AND RETAINING 10.24A COMMERCIAL TYPE II AND RESIDENTIAL TYPE I a) ,n o, I
o ASPHALT DRIVEWAYS: TWO INCH S9.56 SURFACE COURSE AND FOUR INCH 119.OB DROP CURB DRIVEWAY WITH SIDEWALK ABUTTING m `o I N u
WALLS SHALL HAVE A TOLERANCE OF ±0.10 FEET. 840.01 BRICK CATCH BASIN �a O � ,Nr, c� - Ln
INTERMEDIATE COURSE (COMMERCIAL). TWO INCH S9.56 SURFACE COURSE AND FOUR INCH CURB (2'-6" CURB AND GUTTER) o z o I
AGGREGRATE BASE (ABC) COURSE (RESIDENTIAL). STREAM IMPROVEMENT STRUCTURES SHALL HAVE A VERTICAL TOLERANCE OF ±0.10 FEET, AND `� U'
840.03 FRAME, GRATE, &HOOD 10.25A RESIDENTIAL DROP CURB TYPE I DRIVEWAY WITH J o
A PLANIMETRIC TOLERANCE OF ±0.50 FEET. a,
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o GRAVEL DRIVEWAYS: 6 -INCH MINIMUM COMPACTED THICKNESS INCIDENTAL STONE BASE PER 840.05 BRICK OPEN THROAT CATCH BASIN PLANTING STRIP (2'-6" CURB AND GUTTER) o, - C C
NCDOT SECTION 545 TO TIE PROPOSED CONCRETE DRIVE APRON TO EXISTING GRAVEL OR DIRT 'o 6 0 o X °'
DRIVE. UTILITIES: 840.15 BRICK DROP INLET 10.25F COMMERCIAL TYPE IV DRIVEWAY rn a- 0 a- L° J
A.
o SIDEWALKS: 4 -INCH MINIMUM THICKNESS IN ACCORDANCE WITH NCDOT 848 (6 -INCH UTILITIES ARE ILLUSTRATED FOR INFORMATION PURPOSES ONLY. THE CITY WILL NOT BE HELD 840.16 DROP INLET FRAME AND GRATES 10.27A RESIDENTIAL DRIVEWAY (TYPE 1) FOR 2' -0"
MINIMUM THICKNESS AT DRIVEWAY CROSSINGS PER CITY STD. NO. 10.22). RESPONSIBLE FOR THE ACCURACY OF UTILITY LOCATIONS SIZES DEPTHS OR FOR COMPLETENESS VALLEY GUTTER
OF UTILITY INFORMATION. 840.32 BRICK JUNCTION BOX
DRAINAGE STRUCTURES: PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY AND MEET WITH ALL UTILITY OWNERS, 840.35 TRAFFIC BEARING GRATED DROP INLET 10.29 CATCH BASIN FRAME IN VALLEY GUTTER k.
THE CITY UTILITY COORDINATOR AND CITY INSPECTOR WHOSE FACILITIES WILL BE AFFECTED, TO ACCESSIBLE RAMP STANDARD WITHOUT 14I
GRADES, ELEVATIONS AND LOCATIONS SHOWN ARE APPROXIMATE. AS DIRECTED BY THE DETERMINE UTILITY LOCATIONS. THE CONTRACTOR SHALL PROTECT ALL UTILITIES FROM DAMAGE 840.37 STEEL GRATE AND FRAME 10.32 PLANTING STRIP 2' -6" CURB AND GUTTER
ENGINEER, THEY MAY BE ADJUSTED TO ACCOMMODATE UNFORESEEN CONDITIONS. STATIONS, CAUSED BY HIS OPERATIONS OR THOSE OF HIS AGENTS. THE CONTRACTOR SHALL HOLD THE CITY
HARMLESS FOR ANY THIRD -PARTY INCONVENIENCE CREATED BY WORK OF HIS OWN FORCES OR
OFFSETS AND ELEVATIONS REFER TO THE CENTER OF DROP INLETS, MANHOLES AND JUNCTION 840.34 TRAFFIC BEARING JUNCTION BOX
BOXES, AND THE MIDPOINT OF THE LIP FOR CATCH BASINS. ALL PIPES SHALL BE RCP CLASS THAT OF HIS AGENTS. ANY DAMAGES INCURRED SHALL BE THE CONTRACTORS FINANCIAL 10.33 ACCESSIBLE RAMP STANDARD 2' -0" VALLEY
III, UNLESS OTHERWISE NOTED. RESPONSIBILITY. 840.52 PRECAST MANHOLE 4', 5', & 6' DIA. GUTTER o
WEEPHOLES ARE TO BE CONSTRUCTED IN ALL DRAINAGE STRUCTURES, A MINIMUM OF 1 AS NEEDED, THE CONTRACTOR SHALL ADJUST RELOCATE THE SANITARY SEWER AND WATER LINES
WEEPHOLE PER STRUCTURE. WEEPHOLES ARE TO BE CONSTRUCTED IN THE BOTTOM 1 /3 OF ADJUST/ RELOCATE MANHOLE FRAME AND COVER 10.35 TRUNCATED DOME a
STRUCTURE AND COVERED ON THE OUTSIDE OF THE STRUCTURE BY A BAG MADE OF FILTER ONLY. ALL OTHER ADJUSTMENTS /RELOCATIONS ARE TO BE PERFORMED BY THE VARIOUS UTILITY
FABRIC AND FILLED W/ #78 STONE. THERE WILL BE NO SEPARATE PAYMENT FOR THIS WORK. OWNERS. THE CONTRACTOR SHALL COORDINATE WORK WITH UTILITY OWNERS SO AS NOT TO 840.66 DRAINAGE STRUCTURE STEPS 20.03 BRICK DOUBLE CATCH BASIN Q
ADVERSELY AFFECT THE PROJECT SCHEDULE. THE CITY WILL NOT BE HELD RESPONSIBLE FOR ANY
DELAY OR DISRUPTIONS TO THE WORK SCHEDULE OF OTHER UTILITY OWNERS. 840.71 CONCRETE AND BRICK PIPE PLUG 30.06A TEMPORARY SILT FENCE
SUBSURFACE PLANS: • FOR UTILITY LOCATES CALL NORTH CAROLINA ONE -CALL @ 1- 800 - 632 -4949. 30.066 TEMPORARY SILT FENCE
846.01 CONCRETE CURB, GUTTER AND CURB
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SUBSURFACE PLANS, BY F &R (DATED 11 -9- 2010), ARE AVAILABLE ON THIS PROJECT. THE • FOR LOCATION OF UTILITIES NOT MEMBERS OF NORTH CAROLINA ONE -CALL, CONTACT AND GUTTER (For 2' -6" Std. C &G) 30.09 HARDWARE CLOTH AND GRAVEL INLET PROTECTION °
CONTRACTOR MAY CONTACT THE CITY TO REVIEW THE REPORT. PROJECT MANAGER & UTILITY COORDINATOR.
848.01 CONCRETE SIDEWALK 30.10 TEMPORARY ROCK CHECK DAM
MAIL BOXES: THE CONTRACTOR SHALL ADJUST ALL WATER VALVES, WATER METER BOXES, AND WATER VAULTS °
848
TO FINISHED GRADE. WATER METERS LOCATED IN SIDEWALKS OR CONCRETE DRIVEWAYS SHALL BE .05 CURB RAMP - W /PROP. S/W 30.11 A STABILIZED CONSTRUCTION ENTRANCE
THE CONTRACTOR SHALL RELOCATE ALL MAIL BOXES AS REQUIRED BY SECTION 107 -11 OF THE INSTALLED WITHIN CONCRETE BOXES. 848.06 7 It
NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES. COORDINATE THIS WORK WITH CURB RAMP - W /EXIST. S/W 30.14 TEMP. STREAM CROSSING
THE U.S. POSTAL SERVICE. GAS LINES WILL BE ADJUSTED /RELOCATED AS NEEDED BY PIEDMONT NATURAL GAS. THE 850.01 CONCRETE PAVED DITCH o
CONTRACTOR SHALL CONTACT PIEDMONT NATURAL GAS AT LEAST TWO WEEKS PRIOR TO 30.15 CATCH BASIN INLET PROTECTION I��I
FENCES: CONSTRUCTION. 866.01 CHAIN LINK FENCE
30.18 CONSTRUCTION WITHIN CREEK BANK
DRAINAGE: 876.02 RIP RAP AT PIPE OUTLET
THE CONTRACTOR SHALL REMOVE AND RESET FENCES AS NOTED ON THE PLANS AND /OR AS 40.02 TREE PROTECTION DETAIL O
DIRECTED BY THE ENGINEER. ALL NEW FENCE (INCLUDING FENCE RESETS) SHALL INCLUDE 110101 4 os
.
CONCRETE FOOTINGS. CONTRACTOR TO PROVIDE FULL CONVEYANCE OF FLOW THROUGH THE EXISTING AND NEWLY WORK ZONE ADVANCE WARNING SIGNS 40.05 SHRUB PLANTING BED o
INSTALLED SYSTEM THROUGHOUT CONSTRUCTION, AND PROVIDE POSITIVE DRAINAGE AS TO c i
PROTECT THE TRAVELING PUBLIC AND TO MAINTAIN PROPER DRAINAGE AWAY FROM STRUCTURES 1101.02 TEMPORARY LANE CLOSURES 40.11 BRIDGING TREE ROOTS v
TREES, SHRUBS, AND HEDGES: AND PERSONAL PROPERTY. 1101.11 TRAFFIC CONTROL DESIGN TABLES
40.12 TEMP. TREE PROTECTION DETAIL
CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY PRIOR TO REMOVING ANY TREES. IN ADDITION,
ALL TREES LOCATED WITHIN THE LIMITS OF DISTURBANCE THAT ARE TO REMAIN AFTER CONSTRUCTION 1110.01 STATIONARY WORK ZONE SIGNS 40.13 ASPHALT CURB PLACEMENT AT EXISTING TREES
SHALL BE INSPECTED BE THE CITY TO VERIFY THEY ARE SUITABLE TO REMAIN. ABBREVIATIONS
1110.02 PORTABLE WORK ZONE SIGNS
FOLLOWING CONSTRUCTION STAKING THE PROJECT TEAM (CONTRACTOR, CITY INSPECTOR, CITY ARBORIST
AND CONSULTANT, IF APPLICABLE) WILL HOLD AN ON -SITE MEETING TO ENSURE THE LIMITS OF 1632.03 ROCK INLET SEDIMENT TRAP TYPE "C"
DISTURBANCE AND THAT TREES PROPOSED FOR PROTECTION ARE CLEARLY IDENTIFIED. THE TEAM WILL
WALK THE PROJECT AREA AND AGREE ON THE TREES TO BE PROTECTED AND THOSE TO REMOVE, DISCUSS ABAND ABANDONED mph MILES PER HOUR
PROPOSED CONSTRUCTION ACTIVITIES, AND IDENTIFY ANY ADDITIONAL TREES TO PROTECT THAT WERE NOT A.D ALGEBRAIC DIFFERENCE MTL METAL
ORIGINALLY MARKED AS SUCH. THE CONTRACTOR WILL BE GIVEN APPROVAL FOR TREE REMOVAL, IN ASPH ASPHALT N NORTH /NORTHING
WRITING, AFTER APPROPRIATE TREE PROTECTION HAS BEEN INSTALLED AND BEFORE ANY CLEARING OR APPROX APPROXIMATELY NSDE NATURAL STORM BASE DATA
REMOVAL CAN BEGIN. AE ACCESS EASEMENT DRAINAGE EASEMENT
BOC BACK OF CURB NTS NOT TO SCALE
THE CONTRACTOR SHALL REMOVE TREES, SHRUBS, AND HEDGES WITHIN THE LIMITS OF DISTURBANCE BIT BITUMINOUS
UNLESS SHOWN ON THE PLANS, OR DECIDED PER WALK TO BE PROTECTED AND THOSE THAT FALL WITHIN BM BENCH MARK OCH E
ON CENTER n
THE TREE PROTECTION BARRIERS. WHEN ROOT PRUNING IS NECESSARY, CUT ROOTS CLEANLY USING A BRG BEARING PAVT PAVEMENT ° <�
DISC TRENCHER OR OTHER APPROVED METHOD IN ACCORDANCE WITH SECTION 01000 OF THE CITY OF CB CATCH BASIN PC POINT OF CURVATURE EXISTING CONDITIONS TAKEN FROM GROUND SURVEY ¢ _
CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS. PRUNING SHALL BE PER THE LATEST STANDARD OF CDOT CHARLOTTE PERM PERMANENT BY R. JOE HARRIS & ASSOCIATES, L.L.C. DATED °a N °
THE LANDSCAPE CONSTRUCTION STANDARDS MANUAL (TYP.) USE PLYWOOD FORMS WHEN TREE ROOTS ARE DEPARTMENT OF PG PAGE JUNE 16, 2010. ALL COORDINATES BASED ON Q
ADJACENT TO PROPOSED CURB & GUTTER OR SIDEWALK. USE CLD STD. 40.11 FOR BRIDGING TREE ROOTS. TRANSPORTATION PI POINT OF INT NAD 83 AND NAVD 88./
af
TREES SPECIFIED BY THE PLANS TO HAVE ASPHALT CURBING MUST USE CLD STD. 40.13. TREE C &G CURB AND GUTTER PK PK NAIL SET O
PROTECTION SHALL BE IN ACCORDANCE WITH CLD STD. 40.02 AND WITH SECTION 1000 OF THE CITY OF CL CLEARANCE PP POWER POLE Z a
CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS. WHEN THE TREE IS CLOSE TO THE WORK AREA TREE CLD CHARLOTTE LAND PROP PROPOSED a
PROTECTION CLD STD. 40.12 SHALL BE USED. DEVELOPMENT
PSE PERM SW ESMT � �-
C/L FENCE CHAIN LINK FENCE PT POINT OF TANGENCY °
THERE WILL BE NO ADDITIONAL PAYMENT FOR TREE PROTECTION INSTALLED AROUND ADDITIONAL TREES CMP CORRUGATED MTL PIPE PVI POINT OF VERT INT °o
IDENTIFIED FOR PROTECTION. CONC CONCRETE PUE PERM UTILITY ESMT o n n
THE CONTRACTOR ASSUMES RESPONSIBILITY FOR "IN- KIND" REPLACEMENT OF TREES DAMAGED THAT HAVE CONST CONSTRUCTION RCBC REINFORCED CONC. BOX o o 0
DB DEED BOOK CULVERT o O N 1 I M
BEEN MARKED FOR PROTECTION OR NOT MARKED FOR REMOVAL. DI DROP INLET r RADIUS o
2
DIA DIAMETER RT RIGHT 2 ti
SIDE SLOPES: DW DRIVEWAY RCP REINFORCED CONC PIPE
DIM DIMENSION RELOC RELOCATE
E EAST /EASTING R/W RIGHT OF WAY
LIMITS OF PROPOSED SLOPES ARE INDICATED IN THE PLANS, DETAILS AND STANDARD E &PM ENGINEERING AND S SOUTH
DRAWINGS. THE MAXIMUM SLOPE SHALL NOT EXCEED 2:1 (HORIZONTAL TO VERTICAL) UNLESS PROPERTY SD STORM DRAIN
DESIGNATED BY THE ENGINEER. MANAGEMENT SIDE STORM DRAIN EASEMENT
EA EACH SF SQUARE FOOT
ELEV ELEVATION S/R FENCE SPLIT RAIL FENCE w
EROSION CONTROL: EOP EDGE OF PAVEMENT SS SANITARY SEWER f�l
ESMT EASEMENT STA STATION
THE CONTRACTOR SHALL MAINTAIN EROSION CONTROL DEVICES IN ACCORDANCE WITH THE EXIST /EX EXISTING STD STANDARD
APPROPRIATE CITY AND STATE EROSION AND SEDIMENT CONTROL ORDINANCES. THE F/C FACE OF CURB SW SIDEWALK
CONTRACTOR SHALL PREVENT STANDING WATER DUE TO CONSTRUCTION. DISTURBED AREAS FES FLARED END SECTION TAN TANGENT Q
SHALL BE SEEDED AND MULCHED AT THE DIRECTION OF THE ENGINEER. THE CONTRACTOR FH FIRE HYDRANT TCE TEMP CONST ESMT O
SHALL FOLLOW THE EROSION CONTROL MEASURES SHOWN ON SHEETS EC1 -EC6 FOC FIBER OPTIC CABLE TEMP TEMPORARY FOSW FRONT OF SIDEWALK TP TRAVERSE POINT
GV GAS VALVE T/W TEST WIRE
ACCESSIBLE RAMPS AND DEPRESSED CURB: HORIZ HORIZONTAL TYP TYPICAL INT INTERSECTION U/G UNDER GROUND V lil W
INV INVERT VC VERTICAL CURVE
THE CONTRACTOR SHALL CONSTRUCT 6 -INCH THICK CONCRETE ACCESSIBLE RAMPS AT IP IRON PIN SET VERT VERTICAL Q w Z
INTERSECTIONS IN ACCORDANCE WITH THE LATEST REVISIONS FOR ACCESSIBLE RAMP DETAILS, L LENGTH W WEST
CONSTRUCTION PLANS & NCDOT STANDARD DRAWINGS. LT LEFT LINEAR FOOTAGE W/ WITH
lb POUND WM WATER METER PRELIMINARY -
WATER VAULT
S A WC U TS: LP LIGHT POLE WVVAULT WATER VALVE
LOD LIMIT OF DISTURBANCE 60p SIXTY PENNY NAIL SET DO NOT USE
THE CONTRACTOR SHALL SAWCUT EXISTING ASPHALT AND /OR CONCRETE SURFACES PRIOR MAX MAXIMUM to FOOT FOR
TO REMOVAL UNLESS OTHERWISE DIRECTED BY THE ENGINEER. SAW CUT WIDTH SHALL BE MIN MINIMUM INCH CONSTRUCTION W 04
1 FOOT MINIMUM FROM THE EXISTING EDGE OF PAVEMENT. SAW CUT PAVEMENT SHALL BE MONO MONOLITHIC z �► o `p
REPLACED AS WELL AS ADDITIONAL PAVEMENT REQUIRED TO TIE -IN TO FACE OF v�
PROPOSED CURB AND GUTTER. Ok

PROJECT NOTES
PROJECT NOTES:
1. CONSTRUCTION STAKING FOR THE PROJECT SHALL BE THE RESPONSIBILITY OF THE CITY.
2. WRITTEN INFORMATION AND WRITTEN DIMENSIONS SHALL GOVERN OVER SCALED DISTANCES.
DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER PRIOR TO ATTEMPTING ANY WORK IN
THE AREA IN QUESTION.
3. THE CONTRACTOR SHALL CONFINE DISTURBED AREAS TO A MINIMUM. ALL TREES IN
EASEMENT LIMITS ARE SUBJECT TO REMOVAL UNLESS IDENTIFIED TO BE PROTECTED. DAMAGED
VEGETATION NOT AUTHORIZED FOR REMOVAL IS TO BE REPLACED AT NO ADDITIONAL COST TO
THE CITY. TREE LIMBS REMOVED FOR CONSTRUCTION SHALL BE SAW CUT IN ACCORDANCE
WITH CLD STANDARD 40.02.
4. THE CONTRACTOR IS RESPONSIBLE FOR REPLACING ALL EXISTING PAVEMENT DAMAGED
DURING CONSTRUCTION. BROKEN CONCRETE THAT IS TO BE REPLACED MUST BE SAW CUT TO
FORM A SMOOTH EVEN EDGE PRIOR TO THE PAVEMENT REPLACEMENT.
5. IF DISCREPANCIES DEVELOP BETWEEN THE PROPOSED GRADES AS SHOWN ON THE PLAN AND
THE EXISTING GROUND SURFACE ELEVATIONS, THE CONTRACTOR, WITH APPROVAL OF THE
ENGINEER, SHALL MAKE GRADE ADJUSTMENTS AS NECESSARY TO MAINTAIN THE GENERAL
INTENT OF THE DESIGN.
6. DRIVEWAY REPAIR SHALL BE CONFINED TO THE ROAD RIGHTS -OF -WAY, UNLESS OTHERWISE
APPROVED BY ENGINEER. DRIVEWAY TO BE REPAIRED TO NEAREST JOINT WITHIN R /W.
7. ALL TREES IDENTIFIED ON THESE DRAWINGS WITH THE SYMBOL ARE TO BE PROTECTED.
ALL TREE PROTECTION SHALL BE IN PLACE PRIOR TO CONSTRUCTION.
8. THE CONSTRUCTION REQUIRED TO INSTALL PROPOSED INLETS IN VALLEY GUTTER LOCATIONS
AND TO TRANSITION 2' -0" VALLEY GUTTER TO 2' -6" CURB AND GUTTER IS TO BE IN
ACCORDANCE WITH CLD STD. NO. 10.19.
9. NO UTILITY POLES ARE TO BE RELOCATED WITHIN THE PROPOSED SIDEWALK LIMITS.
PROPOSED SIDEWALKS ARE TO BE RELOCATED AROUND EXISTING POLES AS SHOWN ON THE
PLANS. IF AN EXISTING POLE IS NOT SHOWN ON THE PLANS, THE CONTRACTOR IS TO NOTIFY
THE ENGINEER PRIOR TO PLACING THE SIDEWALK IN THAT AREA.
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EROSION AND SEDIMENT CONTROL NOTES
EROSION & SEDIMENT CONTROL NOTES:
1. CONSTRUCTION AND MAINTENANCE OF SILT DETENTION DEVICES ARE TO BE IN
ACCORDANCE WITH NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
( NCDOT) SECTION 1630.
2. THE CONTRACTOR SHALL CONSTRUCT EROSION AND SEDIMENT CONTROL MEASURES AND
DEVICES AS NECESSARY TO COMPLY WITH THE STANDARDS AND SPECIFICATIONS OF THE
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES (NCDENR),
APPLICABLE STATE AND LOCAL LAWS AND ORDINANCES, AND AS SHOWN ON EROSION
CONTROL PLAN SHEETS (EC1 -EC6). SEE EROSION CONTROL PERMIT MECKL- 2012 -053.
APPROVED MAY 30, 2012.
3. THE CONTRACTOR SHALL STABILIZE ALL AREAS DISTURBED BY THE CONSTRUCTION. ALL
AREAS DISTURBED BY THE CONSTRUCTION SHALL BE SEEDED, FERTILIZED AND MULCHED IN
ACCORDANCE WITH NCDOT SECTION 1660. RIPARIAN SEEDING, LIVE STAKES, PLUGS, AND
MATTING SHALL BE USED ALONG DISTURBED CHANNEL BANKS, PER PLANTING PLAN (SHEETS
LP1 -LP4)
4. THE CONTRACTOR IS TO INSTALL HIGH HAZARD TEMPORARY SILT FENCE (CLD STD. 30.06B)
ADJACENT TO DITCHES, AT THE TOE OF FILL SLOPES, AND AS NECESSARY TO CONTROL
SEDIMENT RUNOFF. EROSION CONTROL MEASURES ARE TO BE CONSTRUCTED WHERE
NATURAL VEGETATION DOES NOT PROVIDE A SUFFICIENT BUFFER TO CONTROL SEDIMENT
RUNOFF.
5. CATCH BASIN INLET PROTECTION (CLD STD. 30.15) IS TO BE
CONSTRUCTED AT ALL STORM INLETS UNTIL SURFACE STABILIZATION IS ESTABLISHED
AND THERE IS NO LONGER A THREAT OF SEDIMENT RUNOFF.
6. CONSTRUCT TEMPORARY ROCK CHECK DAM (CLD STD. 30.10) AT EACH
STORM OUTFALL DITCH AS SHOWN ON THE PLANS, AND /OR AS DIRECTED BY THE ENGINEER.
7. ANY BASIN OUTLET STRUCTURES WITH DRAINAGE AREAS EQUAL TO OR GREATER THAN ONE
ACRE MUST WITHDRAW WATER FROM THE SURFACE.
8. COMPLY WITH THE FOLLOWING CONSTRUCTION SEQUENCE:
A. ASSURE EXISTING DRAINAGE FACILITIES ARE FUNCTIONING PROPERLY PRIOR TO
BEGINNING CONSTRUCTION ACTIVITIES.
B. CONSTRUCT EROSION CONTROL STRUCTURES AS CONSTRUCTION PROGRESSES.
EXISTING EROSION AND SEDIMENT CONTROL DEVICES ARE TO BE CHECKED DAILY AND
MAINTAINED UNTIL A VEGETATIVE COVER IS ESTABLISHED AND /OR SURFACE
STABILIZATION IS COMPLETE. DAMAGED OR INEFFECTIVE EROSION CONTROL DEVICES
ARE TO BE REPAIRED OR REPLACED IMMEDIATELY. SILT IS TO BE REMOVED FROM THE
STRUCTURES BEFORE THE SILT HAS ACCUMULATED TO HALF THE STRUCTURE'S DESIGN
VOLUME. TEMPORARY EROSION AND SEDIMENT CONTROL STRUCTURES ARE TO BE
REMOVED AND LEGALLY DISPOSED OFF -SITE UPON ESTABLISHMENT OF VEGETATIVE
COVER AND PRIOR TO PROJECT COMPLETION.
C. ESTABLISH TEMPORARY VEGETATION OF CRITICAL AREAS AS NEEDED TO
CONTROL SEDIMENT RUNOFF ( NCDOT SECTIONS 1615 & 1620).
9. ALL ROADWAYS ARE TO BE INSPECTED DAILY BY THE CONTRACTOR. ANY DEBRIS OR SOIL
DEPOSITED ON THE ROADWAY SURFACE IS TO BE REMOVED BY THE CONTRACTOR PRIOR
TO VACATING THE CONSTRUCTION SITE FOR THAT DAY. IF DANGEROUS CONDITIONS EXIST,
THE ROADWAY SURFACE IS TO BE CLEANED IMMEDIATELY. CLEANING SHALL INCLUDE
BROOM CLEANING OF THE ROADWAY SURFACE.
10. ALL AREAS DISTURBED BY THE CONSTRUCTION ARE TO BE SEEDED, FERTILIZED AND
MULCHED IN ACCORDANCE WITH NCDOT SECTION 1660.
11. ANY OFFSITE AREAS USED FOR STORAGE OR STAGING SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO PROVIDE AN EROSION CONTROL PLAN TO NCDENR, AND IT IS THE
RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH THE NC SEDIMENTATION & POLLUTION
CONTROL ACT.
12. ANY STOCKPILE OF SOIL ON PAVED SURFACES SHALL HAVE FABRIC, SAND, OR SCREENINGS
BELOW.
13. ANY STOCKPILE ON SITE SHALL HAVE EROSION CONTROL MEASURES IN PLACE.
14. REFER TO THE EROSION CONTROL PLAN AND DETAILS ON SHEETS EC1 -EC6.
15. THE CONTRACTOR SHALL COMPLETE THE FINANCIAL RESPONSIBILITY /OWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT LOCATED WITHIN THE PROJECT MANUAL. THE CITY
WILL TRANSFER FINANCIAL RESPONSIBILITY OF THE EROSION CONTROL PERMIT TO THE
CONTRACTOR.
SEEDING AND MULCHING (STANDARD):
SEEDING NOTES:
SEEDING AND MULCHING
DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR MATTED WITHIN 14
CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OR GRADING.
PERIMETER AREAS AND SLOPES GREATER THAN 3:1 SHALL BE SEEDED AND
MULCHED OR MATTED WITHIN 7 CALENDAR DAYS FOLLOWING COMPLETION OF
ANY PHASE OF GRADING. ESTABLISH TEMPORARY VEGETATION AS NEEDED TO
CONTROL SEDIMENT RUNOFF ( NCDOT SECTIONS 1615 & 1620). ESTABLISH
PERMANENT VEGETATION IN ACCORDANCE WITH NCDOT SECTION 1660 AND
CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS MANUAL - SECTION 04200.
THIS SEEDING SPECIFICATION SHALL BE USED FOR GRASSING ALL
DISTURBED AREAS WITHIN THE PROJECT LIMITS THAT DO NOT CALL OUT
FOR SPECIAL SEEDING OR MEASURES ALONG THE CHANNEL BANKS.
SEEDING SCHEDULE:
SEEDING SCHEDULE SHALL FOLLOW SECTION 04200 - SEEDING AND SODDING
TURFGRASS OF THE CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS MANUAL.
PRELIMINARY -
DO NOT USE
FOR
CONSTRUCTION
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Drainage Structure Table
w
QUANTITIES FOR
DRAINAGE ABBREVIATIONS
STRUCTURES
N N rn
LF o N o o C.B. - CATCH BASIN
A B 00 00 00 Ln vi N o N °� D.I. -DROP INLET
° o �' o ° J 00 J.B. -JUNCTION BOX
o
STRUCTURE ° `n `!' "' 00 6O _j M.H. - MANHOLE
BOX CUVLERTS FRAME, GRATES, AND 00 N 00 N w N o u 00 Q (D U �" R.C.B.C. - PRECAST
J NUMBER _ CLASS III R.C. PIPE (UNLESS OTHERWISE NOTED) o HOOD (STD. 840.03) o o LU r^ N N o J ^ D p m
p z O d V) oc oc d � N w --
= o Q Q ° a �' -- z u CONCRETE BOX
O H p L6 a 00 w L7 w l7 w °� w Q N w O w d w o H in �O
Q _ w I m > � a o 00 Q o m m T.B.J.B- TRAFFIC
� > o p p p Q p p M o Q a 00 Q� w oo O 0 o BEARING JUNCTION BOX 00
OC z w > oC � U O z J 00 M � � `+
m J > _ "' o C7 m oZS JO v Q N z 00 o 00 0o T.B.D.I.- TRAFFIC a', LL)
J o ~ w ° a m ° �_ "' o J m °C = J o p z =-' ° ° BEARING DROP INLET
„, Co Co U U U 00 _j w o z U w I- I- o
z > p z = Q U U m m m oo - z - N
z z o w - U o o m � U U U TYPE OF GRATE o `� a w O N J J w N o o DCB - DOUBLE CB m Lo
0 o J � a o w w w w w � m - �
w Q "'' w w ° Q oo in Ln U U U Co U U
„, 15 18 24 42 o U U v N
Q w_ U � o- > > � x x x x x CLASS CLASS CLASS CLASS `n Q Q Q Q Q = m Q z z w w w Co w m m ° °' C°
~ O O - a Uj Ln o � o r^ 15 18 24 36 42 48 54 60 66 IV IV IV IV U E F G � U_ � U_ m c w O O a U 6j L N N I
In In J z z ii ii ii ii ii ii ii ii ii G = U (, d N N d m m 00 O 00
LINEA -FNU1�c�
°� cL ouzo I
6 +71.13 6 CL Al 672.20 661.54 311 R.C. HEADWALL Cn x
In �; o
_j o
6 Al A1A 661.54 661.85 14 18'x8' RCBC °' °
4 -o o
v ioO o o x
6 +85.33 6 CL A1A 671.68 661.85 1 1 1 1 CB CHIMNEY - SHEET D1 rn 0 a- L_
A.
6 A1A A113 661.85 662.35 26 18'X8' RCBC
i�
7 +11.05 6 CL A113 673.00 662.35 1 1 1 1 CB CHIMNEY - SHEET D1
6 A113 A2 662.35 662.74 17 18'X8' RCBC
7 +28.13 6 CL A2 673.20 662.74 528 R.C. HEADWALL i
i
11 +65.86 7 CL A3 675.50 668.94 443 R.C. HEADWALL
7 A3 A4 668.94 669.68 147
z
0
13 +13.17 7 CL A4 681.00 669.68 669.68 1 1 1 1 a
7 A4 A5 669.68 669.80 23
w
13 +36.61 7 CL A5 681.00 669.80 670.17 1 5 2 1 1
7 A5 A6 670.17 671.13 141
r
14 +77.51 7 CL A6 671.13 671.13 1
7/8 A6 A6A 671.13 673.97 422
19 +00.00 8 CL A6A 690.50 673.97 673.97 1 5 1 1
8/9 A6A A7 673.97 676.36 339 z
22 +39.33 9 CL A7 687.92 676.36 676.77 1 5 3 1
a
9 A7 A8 676.77 677.16 64 4,
0
23 +03.00 9 CL A8 686.12 677.16 677.16 1 1
0
� CL1
9 A8 A9 677.16 677.67 81
23 +84.12 9 CL A9 687.92 677.67 678.06 1 5 1 1 i
v
9 A9 A10 678.06 678.68 104
24 +87.76 9 CL A10 687.00 678.68 1
46 +00.00 13 CL All 716.5 711.00
13 All Al2 711.00 711.31 62
46 +62.35 13 CL Al2 718.00 711.31 711.71 1 3 1
13 Al2 Al2A 711.71 712.23 106
47 +67.89 13 CL Al2A 722.32 712.23 712.43 1 5 1 1 1
13 Al2A A13 712.43 712.57 27
m �
47 +94.90 13 CL A13 722.48 712.57 713.57 1 1 5 1 1 1 z Q
13 A13 A14 713.57 713.68 20 v u N
a
48 +19.60 13 CL A14 720.70 713.68 713.88 1 3 1
O ¢a
13 A14 A15 713.88 714.31 86 Q
49 +01.06 13 CL A15 720.61 714.31 714.81 1 2 1
00
13 A15 A16 714.81 715.53 59 o n n
49 +60.43 13 CL A16 721.84 715.53 715.73 1 2 1 1 o
0 m
V)
¢ I c
0 n 2 M
o
1
14 4 A16 A17 715.73 718.20 93 2 ti
50 +52.98 14 CL A17 724.87 718.20 718.40 1 3 1 1
14 A17 A18 718.40 719.15 47
50 +99.54 14 CL A18 729.06 719.15 719.35 1 5 1 1
14 A18 A19 719.35 720.79 79 v
51 +78.86 14 CL A19 729.44 720.79 722.74 1 5 1 1 Z
14 A19 A20 722.74 723.64 90
W
52 +68.73 14 CL A20 729.00 723.64 723.84 1 2 2 2 �j w
14 A20 A21 723.84 724.04 20 O
52 +88.80 14 CL A21 728.98 724.04 724.24 1 1 2 2 U
14 1 A21 A22 724.24 724.41 17 0
53 +05.85 14 CL A22 728.10 724.41 1 1 1 PRELIMINARY -
SUBTOTAL 20 57 10 56 170 902 127 278 301 104 145 11 10 1 3 3 1282 1 6 1 1 3
DO NOT USE
FOR
CONSTRUCTION z N

Drainage Structure Table
w
QUANTITIES FOR
DRAINAGE ABBREVIATIONS
STRUCTURES
N N
LF m o o o C.B. - CATCH BASIN
A B 00 , Ui N o N D.I. -DROP INLET
o 0 0 p p o j J O
J.B. -JUNCTION BOX
STRUCTURE ° `n `�' "' 00 p M.H. - MANHOLE
BOX CUVLERTS FRAME, GRATES, AND 00 N N w N p u oo u Q
R.C.B.C. - PRECAST
: NUMBER _ CLASS III R.C. PIPE (UNLESS OTHERWISE NOTED) o HOOD (STD. 840.03) o LU o � Uj m N �„ p J ^ p m
O z o V) oc oc � N w Ln
= o Q �n Q V) ° v~, a �' -- z u CONCRETE BOX
ui a o0 w L7 w L7 `n 00 w Q v w p O H
O Q O w ~ O ~ O °C > m a 4 � O 00 Q ° m m T.B.J.6- TRAFFIC
w Q p O O O o Z Q Y °° Q 00 Or °m° 00 0� �o BEARING JUNCTION BOX U
� O W w � _ > o = _ _ = O m 06 00 � O � Q Ln ,� z � � o m 0o T.B.D.I.- TRAFFIC
Co m z cn
w ° a m
° "' o J Co °C = -' p O z ° ° BEARING DROP INLET
z Q _
,,, Q Co U U U 1- ~ 1- ~ ap w p Z U w I- I- o
° > O z p m U Co co Co 00 TYPE OF GRATE o < ~ p N - z N m0
O i- �= O O w � cc Q o z ° oc oc o w U_ m Q Q
f= w Q C w w `� Q 00 w Ln 15 18 24 42 i- � ° U U U U Fj U U o o �' o co
Q "' U "- > > - x° x x x x CLASS CLASS CLASS CLASS `" Q Q Q Q Q Co ? m Q z z w w w m w _ _ Co m N I t Lo
I- = O 0 w - o vi o - - - m � oc CC � � w O 0 oc a a U oc oc
v, v' z z a Lr) r' r' m 15" 18" 24" 36" 42" 48" 54" 60" 66" IV IV IV IV U E F G L.L. w L- w ,� � � � = U U a `n `n � a Co Co � � •• � L N N ° = oo
LINE =N01�0
°' cL
or-=o I
0 +00.00 15 CL A5 681.00 669.8 670.17 R.C. HEADWALL x ai o
_j o
15 AS B1 670.17 679.05 163 17'X8'3-SIDED CULVERT m -° L C Co
4 o
v i"�O 0 o Q)
x
1 +63.09 15 CL B1 686.47 679.05 679.25 1 4 1 1 M v L_
A.
15 B1 B2 679.25 683.59 121
i�
2 +82.54 15 CL B2 693.20 683.59 683.79 1 5 1 1 1
15 B2 B3 683.79 685.68 51
3 +31.45 15 CL B3 695.42 685.68 685.88 1 5 1 1 , i h
15 B3 B4 685.88 686.99 30
3 +62.32 15 CL B4 695.62 686.99 687.19 1 5 1 1
z
15/ B4 B5 687.19 691.05 204
16
5 +65.35 16 CL B5 699.47 691.05 691.25 1 5 1 1
0
16 B5 135A 691.25 694.35 203
7 +68.02 16 CL 135A 702.29 694.35 694.55 1 4 1 1
r
16 135A B6 694.55 695.13 36
8 +04.10 16 CL B6 702.36 695.13 695.33 1 4 1
16 B6 B7 695.33 698.08 145
0
9 +48.95 16 CL B7 705.20 698.08 698.30 1 3 1 1 z
16/ B7 B8 698.30 703.97 310
LJ
12 +58.74 17 CL B8 710.4 703.97 704.17 1 3 1 1 22 _
17 B8 B9 704.17 705.01 84 O
13 +42.86 17 CL B9 711.96 705.01 705.21 1 3 1 1
o
17 B9 B10 705.21 706.78 157 v F_:�; A,
14 +99.45 17 CL B10 715.00 706.78 707.00 1 4 1 1
17/ B10 B11 707.00 708.24 183
18
16 +82.06 18 CL B11 717.66 708.24 708.44 1 5 1 1 1 1 1
18 B11 B12 708.44 708.89 56
17 +38.23 18 CL B12 718.95 708.99 709.09 1 5 1 1
18 B12 B13 709.09 710.54 205
19 +43.37 18 CL B13 717.96 710.54 711.78 1 4 1 1
18 B13 B14 711.78 712.91 138
20 +81.19 18 CL B14 719.91 712.81 713.11 1 3 1
p � o
Q z
1 N
19 9 B14 B15 713.11 716.12 185 Q
af
22 +65.74 19 CL B15 726.00 716.12 716.32 1 5 1 1 Z a
a
19 B15 B16 716.32 717.44 100
I
c�
23 +66.16 19 CL B16 727.51 717.44 717.64 1 5 1 1 o f
O, > r
o n n
19 B16 B17 717.64 717.91 55 0 0
° 0 ¢ I o
24 +21.18 19 CL B17 725.66 717.91 718.25 1 4 1 0
2
2 ti
19 B17 B18 718.25 718.72 59
24 +79.88 19 CL B18 726.66 718.72 718.92 1 4 1
19/ B18 B19 718.92 719.85 151
20 w w
26 +30.89 20 CL B19 726.00 719.85 720.05 1 2 1
20 B19 B20 720.05 720.29 41 Z
26 +72.17 20 CL B20 726.04 720.26 722.45 1 2 1 �/ w
20 B20 B21 722.45 722.79 67 W
w
27 +39.12 20 CL B21 726.56 722.79 722.89 1 1 w
20 B21 B22 722.89 723.04 30
SAO A�
27 +68.82 20 CL B22 726.99 723.04 723.14 1 2 2 O a
20/ B22 B23 723.14 723.50 71
21 PRELIMINARY
28 +39.63 21 CL B23 727.08 723.50 723.60 1 2 2
21 B23 B24 723.60 724.711 222 DO NOT USE
SUBTOTAL 24 84 6 30 67 729 1948 293 15 3 12 9 2 FOR
CONSTRUCTION z M

Drainage Structure Table
O
a
W
Co
D
I-
W
w
=
J
U
O
J
O
Q
U
O
STRUCTURE
NUMBER
z
O
�_
a
>
1
w
0-
O
z
O
>
J
w
O
>
z
_
z
>
w
„
z
�
oc
>
z
_
QUANTITIES FOR
DRAINAGE
STRUCTURES
BOX CUVLERTS
CLASS III R.C. PIPE (UNLESS OTHERWISE NOTED)
15 18 24 42
CLASS CLASS CLASS CLASS
�� �� �� �� �� ��
15 18 24 36 42 48 54 60 66 IV IV IV IV
cv
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FRAME, GRATES, AND
HOOD (STD. 840.03)
O
p
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Q
L7
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N
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00
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N
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CC
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,
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Q
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U
w
a
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U
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U
oc
°
J
J
a
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W p LU 00
woo
= m
z
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a
U
w
cc
a
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a0
N
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m
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a
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-
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00
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cn
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m
H
ABBREVIATIONS
°
D
=
o
-_-
Q
w
�
W
a
LF
C.B. - CATCH BASIN
D.I. DROP INLET
J.B. - JUNCTION BOX
M.H. - MANHOLE
R.C.B.C. - PRECAST
CONCRETE BOX
T.B.J.6- TRAFFIC
BEARING JUNCTION BOX
T. B.D.I.- TRAFFIC
BEARING DROP INLET
A
B
_
w
o
-
Ln
=
p
W
>
O
Co
0
z
Q
o
O
�
L.L.
O
M
p
oo w
X 0
�n
m
U
X
o
U
Co
�
X
-
U
Co
cc
x
-
U
Co
�
X
-
TYPE OF GRATE
E
F
G
LINE B (CONTJ
30 +61.93
21
CL
B24
728.76
724.71
725.03
1
1
1
21
B24
B25
725.03
725.38
68
31 +30.04
21
1 CL
B25
728.76
725.38
1
1
1
1
1
LINE C
3 +30.84
16
1 CL
I C1
1
1703.001699.871
1 1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1 2
1 2
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1 R.C. HEADWALL
LINE D
0 +94.67
22
CL
D1
710.65
707.05
1
2
2
R.C. HEADWALL
22
D1
D2
707.05
707.56
53
1 +48.00
22
CL
D2
711.40
707.56
707.76
1
1
22
D2
D3
707.76
708.05
47
1 +94.49
22
CL
D3
1711.95
708.05
1
1
1
LINE E
0 +00.00
20
CL
B20
726.04
720.26
721.97
R.C. HEADWALL
20
B20
E1
721.97
722.52
46
0 +46.37
20
CL
E1
725.67
722.52
722.72
1
1
1
20
E1
E2
722.72
722.80
11
0 +56.87
20
CL
E2
726.00
722.80
722.81
1
1
1
20
E2
E3
722.81
723.52
142
1 +98.99
20
CL
E3
726.46
723.52
1
1
LINE F
0 +00.00
20
CL
B21
726.56
722.79
722.89
R.C. HEADWALL
20
B21
F1
722.89
723.19
60
0 +60.08
20
CL
F1
726.00
723.19
723.19
1
1
1
1
1
1
1
1
1
1
1
20
F1
F2
723.19
723.48
59
1 +24.52
20
CL
F2
725.92
723.48
1
2
2
LINE G
0 +98.55
23
CL
G1
701.00
696.33
1
R.C. HEADWALL
23
G1
G2
696.33
697.04
119
119
2 +17.31
23
CL
G2
703.91
697.04
697.64
1
3
1
1
23
G2
G3
697.64
699.65
34
2 +50.84
23
CL
G3
706.00
699.65
1
3
1
1
2 +88.17
23
CL
G4
706.25
700.67
700.67
1
2
1
3 +90.93
23
CL
G5
704.76
701.26
701.46
1
2
2
23
CL
G5A
705.20
702.40
1
1
4 +29.28
23
CL
G6
705.02
701.92
1
2
2
23/
24
G6
G7
701.92
702.72
133
5 +62.30
24
CL
G7
708.96
702.72
703.50
1
2
2
2
24
G7
G8
703.50
710.00
151
7 +13.48
24
CL
G8
714.19
710.00
1
1
1
7 +69.70
24
CL
G9
715.40
713.30
1
2
2
24
G9
G10
713.30
713.59
56
8 +26.27
24
CL
G10
716.78
713.59
1 1
1
1
LINE H
0 +00.00
24
CL
G7
708.96
702.72
703.00
R.C. HEADWALL
24
G7
H1
703.00
703.90
30
0 +29.98
24
CL
Hi
708.59
703.90
1
1
2
2
LINE I
0 +00.00 7 CL I A5
7 A5
0 +76.11 7 CL 11
SUBTOTAL
680.29 669.80 670.31
11 670.31 670.69
676.00 670.69 1 1
22 13
130
153
76
76
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1 DO NOT USE
56 329 341 119 24 8 5 11 1 5 1 1 1 FOR
CONSTRUCTION z

Drainage Structure Table
O
a
v
W
m
D
v
J
U
J
O
U
O
STRUCTURE
NUMBER
z
0
a
>
0
z
0
>
°
O
>
z
>
„
z
>
QUANTITIES FOR
DRAINAGE
STRUCTURES
BOX CUVLERTS
CLASS III R.C. PIPE (UNLESS OTHERWISE NOTED)
cv
o
o
t
O
Co
o
`
Co
FRAME, GRATES, AND
HOOD (STD. 840.03)
p
o
�-
w
o
IZT
000
N
�„
w
a
O
CC
�
p
w
0
000
N
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w
a
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CC
a
o
00
N
J
w
N
cn
w
a
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m
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J
J
a
p
z
a
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o
0
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v,
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o
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a
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a 00
a
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w
U
w
,
U
w
a
m
U
Co
U
°
J
J
a
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z
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z
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a
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w
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a0
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�"
m
Lj
O
, z
0-
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m
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00
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H
ABBREVIATIONS
°
D
o
_
Q
w
w
LF
r
C.B. - CATCH BASIN
D.I. - DROP INLET
J.B. - JUNCTION BOX
M.H. - MANHOLE
R.C.B.C. - PRECAST
CONCRETE BOX
T .B.J.6- TRAFFIC
BEARING JUNCTION B O X
T. B.D.I.- TRAFFIC
BEARING DROP INLET
A
B
w
=
>
Co
Q
o
0
O
00 w
°
�
T-1
x
U
Co
U
Co
U
Co
TYPE OF GRATE
��
��
��
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��
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15
CLASS
IV
18
CLASS
IV
24
CLASS
IV
CLASS
IV
LINE J
0 +00.00
7
CL
TAP
671.35
672.24
R.C. HEADWALL
7
TAP
J1
672.24
673.94
24
0 +24.34
7
CL
I J1
676.00
673.94
676.44
1
1
1
7
J1
J2
676.44
678.65
32
0 +56.10
7
CL
J2
683.99
678.65
1
1
1
1
LINE K
0 +00.00
8
CL
TAP
674.27
677.02
R.C. HEADWALL
8
TAP
AB1
677.02
678.00
14
0 +13.42
8
CL
AB1
686.97
678.00
1
5
1
1
LINE L
0 +00.00
8
CL
TAP
682.27
R.C. HEADWALL
8
TAP
AB3
682.27
678.36
13
0 +12.72
8
1 CL
I AB3
1
685.37
678.36
1
3
2
1 2
LINE M
0 +00.00
8
CL
TAP
675.03
678.18
R.C. HEADWALL
8
TAP
A132
678.18
679.15
13
0 +13.18
8
1 CL
I A132
686.00
679.15
1 1
1 2
2
2
LINE N
0 +00.00
9
CL
TAP
675.53
678.20
R.C. HEADWALL
9
TAP
N1
678.20
681.60
68
0 +68.00
9
CL
Ni
686.35
681.60
1
1
1
1
LINE P
0 +00.00
9
CL
TAP
676.02
679.27
R.C. HEADWALL
9
TAP
A6 -4
679.27
680.29
14
0 +14.28
9
CL
A6 -4
686.90
680.29
1
3
1
1
LINE Q
0 +00.00
9
CL
A7
687.92
676.36
678.06
R.C. HEADWALL
9
A7
Q1
678.06
678.50
44
0 +44.00
9
CL
Q1
688.30
678.50
682.54
1
5
1
1
1
9
Q1
Q2
682.54
682.80
26
0 +70.37
9
CL
Q2
1688.13
682.80
1 1
1
1
1
2
2
LINE R
0 +00.00
9
CL
R1
691.64
686.12
686.25
1
1
1
1
R.C. HEADWALL
9
R1
R2
686.25
686.51
26
0 +26.34
9
CL
R2
691.83
686.51
1
1
2
2
LINE T
0 +00.00
13
CL
Al2A
722.32
712.23
718.23
R.C. HEADWALL
13
Al2A
T1
718.23
719.56
60
0 +60.00
13
CL
T1
724.00
719.56
1
1
1
1
LINE U
0 +00.00
13
CL
A13
722.48
712.57
718.00
R.C. HEADWALL
13
A13
U1
718.00
718.50
22
0 +22.04
13
CL
U1
722.63
718.50
719.18
1
1
1
1
25
U1
U2
719.18
724.23
179
2 +01.19
25
CL
U2
727.83
724.23
724.43
1
1
1
25
U2
U3
724.43
727.33
115
3 +16.58
25
CL
I U3
1
730.68
727.33
727.53
1
1
1
25 1 1 U3 I U4 1727.53 731.75
4 +32.12 25 CL I U4 735.15 731.75 1
SUBTOTAL 16
116
1
25 1 1 1 1 1 365 1 345 1 56 1 1 1 1 1 1 1 1 1 1 1 19
1
9 10
1
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O
a
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W
m
D
v
J
U
J
O
U
STRUCTURE
NUMBER
z
0
a
>
0
z
0
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O
>
z
z
>
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QUANTITIES FOR
DRAINAGE
STRUCTURES
BOX CUVLERTS
CLASS III R.C. PIPE (UNLESS OTHERWISE NOTED)
cv
o
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t
O
Co
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Co
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FRAME, GRATES, AND
HOOD (STD. 840.03)
o
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U
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J
J
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°
z
W p
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z
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U
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Lj
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00
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H
ABBREVIATIONS
°
D
o
_
Q
w
LF
r
C.B. - CATCH BASIN
D.I. - DROP INLET
J.B. - JUNCTION BOX
M.H. - MANHOLE
R.C.B.C. - PRECAST
CONCRETE BOX
T .B.J.6- TRAFFIC
BEARING JUNCTION B O X
T. B.D.I.- TRAFFIC
BEARING DROP INLET
A
B
w
�
=
>
Co
Q
r-,
0
O
00 w
°
�O
T-1
x
U
Co
U
Co
U
Co
TYPE OF GRATE
15
18 ��
24 ��
36 ��
42 ��
48 ��
54
60
66 ��
15
CLASS
IV
18
CLASS
IV
24
CLASS
IV
CLASS
IV
E
F
G
LINE W
0 +00.00
15
CL
B4
695.62
686.99
691.24
R.C. HEADWALL
15
B4
W1
691.24
691.99
25
0 +25.02
15
1 CL
I W1
696.21691.99
1
1
1
1
LINE X
0 +00.00
16
CL
B5
699.47
691.05
693.42
R.C. HEADWALL
15
B5
X1
693.42
693.68
26
0 +25.99
15
CL
X1
699.62
693.68
1
2
1
1
LINE Y
0 +00.00
16
CL
B7
705.90
698.45
700.63
R.C. HEADWALL
16
B7
Y1
700.63
700.89
26
0 +25.71
16
CL
Y1
705.95
700.89
1
1 1
1
1
LINE Z
0 +00.00
17
CL
B9
711.96
705.01
707.75
R.C. HEADWALL
17
B9
Z1
707.75
708.50
25
0 +25.02
17
1 CL
I Z1
1
712.00
708.50
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
LINE AA
0 +00.00
17
CL
B10
715.00
706.78
709.54
R.C. HEADWALL
17
B10
AA1
709.54
711.50
25
0 +24.87
17
CL
AA1
714.79
711.50
1
1
LINE BB
0 +00.00
18
CL
B14
719.91
712.91
715.08
18
B14
BB1
715.08
715.41
70
0 +33.02
18
CL
I BB1
719.81
715.41
1
1
1
1
LINE DD
0 +00.00
24
CL
G8
714.19
710.00
710.10
24
G8
DD1
710.10
710.27
28
0 +27.93
24
CL
DD1
713.24
710.27
1
1
LINE EE
0 +00.00
9
CL
TAP
676.03
679.31
9
TAP
A6 -5
679.31
679.55
8
0 +12.99
9
CL
A6 -5
686.92
679.55
1
3
2
2
LINE FF
0 +00.00
26
CL
TAP
668.42
26
TAP
FF1
668.42
682.69
212
1
2 +12.49
26
CL
I FF1
686.40
682.69
682.89
1
26
FF1
FF2
682.89
684.43
46
2 +58.76
26
CL
FF2
688.18
684.43
686.03
1
1
1
LINE GG
0 +00.00
20
CL
B19
726.00
719.85
721.68
20
B19
B19A
721.68
722.09
41
0 +45.70
20
CL
B19A
724.32
722.09
1
1
R.C. HEADWALL
0 +00.00
20
CL
B19
726.00
718.85
722.68
20
B19
GG1
722.68
722.80
12
0 +17.55
20
1 CL
I GG1
725.05
722.80
1
1
LINE HH
0 +00.00
20
CL
B22
726.99
723.04
724.01
20
B22
HH1
724.01
724.26
25
0 +29.51 1 20 1 CL I H H 1 1 726.47 724.26
SUBTOTAL
8 1 7
393 1 95
2 2
12 10 1 2
i7
1
2
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2
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E
nj
N
0
ILL
009
675
670
665
• • /
655
650
645
5 +00
5 +50
6 +00
6 +50
7 +00
7 +50
8 +00
8 +50
9 +00
9 +50
MATCHLINE STA. 1+25.00 SEE SHEET 26 (LINE "FF ") _
<� C PRO . LO' CURB END TAPER - - - X_ - - EEE= 67 63 - - - - -
-- ° r,- -_(SE DETAILS SHEETDIO)
PROTECT EX. _ _ J I �I \ - -- ° - - CON ACTOR-TO INSTALL CULVERT
POWER POLE / - I BE ATH OVER F�EAD ELECTRIC LINES.
PO R LINE POLES - -- - - - -- -/ - - - - - -- -- -�\ ` -- ' / --
�c / -680- - \ / / 78507729 - - - - - -
- - ° � - _ - - MO D IN THIS -L - ON. _ - / - 1 / / / / WILLIAM M. ARCHER 111 AND
- - I -RSEI 76LE OF 2 WIRE - - - _ - - -
� -( ELLEN HA TLEY ARCHER
OE OE
\ \ 30 ° 6
_
CONTRACTOR TO- '
�\ 0 PROTECT EX. -POWER
POLE AND -GUY MR /
18507738 - OE
WILLIAM H. WHITE AND / / REM D EPLACE
SUSAN A. WHITE 1 6 0 OF-2'-6-CURB-_&
DB 39941PG 628 R (P1L`DOT STD 846.01)
536 WONDERWOOD DR.
/ E EET 26 FOR STORM DRAINA
i REP C T.
/ OE REMOVE/T53 LF OF X. L 48 -RCP\
OE STA 6 +85.33 OP.-'CONC. RESIDENTIAL
PROP. CATC BA I ! DROP CURB (38 SY)
/ CONSTRUCT CH AS / TYPE I DRIVEWAY
OE ER OX UL R
PIS GRA ��LLEV. =671. (CLD STD. 10.25A)
V EX CATCH BASIN
/ E DETAIL SHEET 1 I_ - - CRATE ELEV.= 671.68 I
NV. C = 665.28
PROTECT EXISTING L0 REMOVE
C N ETE RETAINING WALL. coNC s/ W
FE
_
50 pG 669 81 F VpG / /
OP OF WALL / S
\ �i ELEV =672 0 '
78507737 _
JUDD �
PROPOSED CHANNEL GRADING. SIDE SLOPES EUGENE R.
DB 5880%PG 524 TOP OF WALL 49 LLABE
2:1 UNLESS
DISTUR ED C NOTED
AR IN 1 432 HUNTER LN. vPG,66 5 co L =s7i.00 _ _ NV 665
SHALL BE SEEDED WITH SEEDING MIXTURES -
SHOWN IN THE LP SHEETS AND MATTED WITH - - - -
TEMPORARY EROSION, CONTROL MATTING. -3 / N SGOV% _
\ / _ - - w � SW Grnrn
6 �
IYG 661 668 669
9i
i� --EL EV 670ALL TOP OF WALL SwF o ,M MPG
o M ELEV= 670.00
a / a sw 30S as
/
/ E 0 RC ETA
/0 '/i \�G GSM ALL T" EMSASIN P
w
e S- TRU CONE �l�'r
2 ,• GP 6' EGG 1� J` / CD
SILL I
V i l 665 gA MYR �/ / SSA✓ '� j / / �'�d / '
o oR �CTOR TO W(AINTAIN /
ACCESS -70 DR VE-WAY
AT ALL TIMES
507134 / /
0,0 pe�5/ �dTEfANCE �. EAf�MER A�DP,ROP. 10 CURB END TAPER
o K D� �46/P�" o � (S� DETAIL 5 SHEET D10)
Cp
440 H N`rER LN.
- - - - D
0�
DE 6825/PG 8�
J
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FP WALN1
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Lv
PROP.
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=
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- - -
- - -
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EXIST GRADE ALONG B
SE LINE
L J
W
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SHEET 26
_ -
- -
(SEE
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CL GRADE OF
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IDE OF
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5 +50
6 +00
6 +50
7 +00
7 +50
8 +00
8 +50
9 +00
9 +50
MATCHLINE STA. 1+25.00 SEE SHEET 26 (LINE "FF ") _
<� C PRO . LO' CURB END TAPER - - - X_ - - EEE= 67 63 - - - - -
-- ° r,- -_(SE DETAILS SHEETDIO)
PROTECT EX. _ _ J I �I \ - -- ° - - CON ACTOR-TO INSTALL CULVERT
POWER POLE / - I BE ATH OVER F�EAD ELECTRIC LINES.
PO R LINE POLES - -- - - - -- -/ - - - - - -- -- -�\ ` -- ' / --
�c / -680- - \ / / 78507729 - - - - - -
- - ° � - _ - - MO D IN THIS -L - ON. _ - / - 1 / / / / WILLIAM M. ARCHER 111 AND
- - I -RSEI 76LE OF 2 WIRE - - - _ - - -
� -( ELLEN HA TLEY ARCHER
OE OE
\ \ 30 ° 6
_
CONTRACTOR TO- '
�\ 0 PROTECT EX. -POWER
POLE AND -GUY MR /
18507738 - OE
WILLIAM H. WHITE AND / / REM D EPLACE
SUSAN A. WHITE 1 6 0 OF-2'-6-CURB-_&
DB 39941PG 628 R (P1L`DOT STD 846.01)
536 WONDERWOOD DR.
/ E EET 26 FOR STORM DRAINA
i REP C T.
/ OE REMOVE/T53 LF OF X. L 48 -RCP\
OE STA 6 +85.33 OP.-'CONC. RESIDENTIAL
PROP. CATC BA I ! DROP CURB (38 SY)
/ CONSTRUCT CH AS / TYPE I DRIVEWAY
OE ER OX UL R
PIS GRA ��LLEV. =671. (CLD STD. 10.25A)
V EX CATCH BASIN
/ E DETAIL SHEET 1 I_ - - CRATE ELEV.= 671.68 I
NV. C = 665.28
PROTECT EXISTING L0 REMOVE
C N ETE RETAINING WALL. coNC s/ W
FE
_
50 pG 669 81 F VpG / /
OP OF WALL / S
\ �i ELEV =672 0 '
78507737 _
JUDD �
PROPOSED CHANNEL GRADING. SIDE SLOPES EUGENE R.
DB 5880%PG 524 TOP OF WALL 49 LLABE
2:1 UNLESS
DISTUR ED C NOTED
AR IN 1 432 HUNTER LN. vPG,66 5 co L =s7i.00 _ _ NV 665
SHALL BE SEEDED WITH SEEDING MIXTURES -
SHOWN IN THE LP SHEETS AND MATTED WITH - - - -
TEMPORARY EROSION, CONTROL MATTING. -3 / N SGOV% _
\ / _ - - w � SW Grnrn
6 �
IYG 661 668 669
9i
i� --EL EV 670ALL TOP OF WALL SwF o ,M MPG
o M ELEV= 670.00
a / a sw 30S as
/
/ E 0 RC ETA
/0 '/i \�G GSM ALL T" EMSASIN P
w
e S- TRU CONE �l�'r
2 ,• GP 6' EGG 1� J` / CD
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V i l 665 gA MYR �/ / SSA✓ '� j / / �'�d / '
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AT ALL TIMES
507134 / /
0,0 pe�5/ �dTEfANCE �. EAf�MER A�DP,ROP. 10 CURB END TAPER
o K D� �46/P�" o � (S� DETAIL 5 SHEET D10)
Cp
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- - MESH FENCE -
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- - - - D
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_ \
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r _ \\ \ - _ _ _ _ , _ _ _ _ ,2 °SWEETG\ = WARNING:
m I I /ei 36s- ROCK
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24 "OAK
66.6 4„
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x fr7o-
WM CHAIN LINK -
= x x- -
R1 ✓ I i� i i 6., 8„ DOG - - -
\ 20 "SWE M 15 "SWEETG I ° 0 SEE SHEETS Ul , U5, & U6
12" SWEETGUM 14'SWEETCUM °
ROCK -" EETG M 6� + FOR PROPOSED UTILI T T
1 "SWEETGUM
OAK ,�0; (T�� y 18 "SWEETGUM , � - / 24'SWEETGUM 15 "SWEETGUM ° O
/ LAG =671. 7 AG 671.86 15 "SWEETGUM o
CON$TRU TED 4' WEETGUM - - - - - 18 °SWEETGUM r
66'1 M RIFFLE ( )/ _ - _ / PLANTED AREA NOTES AND
^` 18 "SWEETGUM
20 "SWEET U�4
cP - ✓' / _ - - ° LAG = 672.5 , Q INFORMA TION
R i
RcT, � 4" OAK JAP MAPLE - - / / LAG-672.7 \ \ 18 "SWEE M
/ \ �
✓ QF.
6 Q CRAWL (DOOR)= 73.0
a� - - - fi" DOLT/ \ \ 24 "SWEET UI� CTI
TOP= 673.7 �` '�'
STA 7 +11.05- - - - / \ / \- - - - - - - _ W CULVERT FILL NOTE
ROP.�A'fCH BASIN _ � % AC � � �
�x carcH B / ` CONSTRUCT CATCH BASIN \1 CULVERT SHALL BE BACKFILLED WITH NATIVE SOIL AND MAINTAIN THE SAME PROPOSED
KRATE ELEV 18 / � _ - -OVER BOX CULVERT _ EEE= 677.60 �
2 J s7a� 78507730 - - _- J UPSTREAM /DOWNSTREAM CHANNEL CROSS SECTION THROUGH THE CULVERT. NATIVE
� EMOVED) \ - PROP. GRATE ELEV: =672.18 �� = MATERIAL CONSISTS OF MATERIAL THAT IS EXCAVATED FROM THE STREAM BED OR
� SEE DETATL SHEET D1 SEE SHEET U1 FORS/ / EDWIN S. CASTRO AND SPOUSE, MARIA
G r - 672.\9 R" C"-ATE, -L' - =� - /24° c SEWER RELOCA ON/ / y DECK CARMELA P. CASTRO (, FLOODPLAIN AT THE PROJECT SITE DURING CULVERT CONSTRUCTION. ONLY MATERIAL
M RMAII� - �� �\ DE 77430 PG 460 THAT IS EXCAVATED FROM THE STREAM BED MAY BE USED TO LINE THE LOW FLOW
\ S o / CULVERT BARREL. RIP RAP MAY BE USED TO SUPPLEMENT THE NATIVE MATERIAL. IF RIP
PR P. 57 LF OF \ SEE SHEET U6 FO GA _ \� \ -4�5 HUNTER LN. ,o" APPLE Q RAP IS USED, NATIVE MATERIAL SHOULD BE PLACED ON TOP TO FILL VOIDS AND
\ MAIN RELOCATI(5t - _ / �1/, SEE SHEET U1 �OR PROVIDE A FLAT SURFACE FOR ANIMAL PASSAGE. NATIVE MATERIAL IS SUBJECT TO
r�
/ S 18X8 RCBO -o 3 - - Ex SSMH - u/ DRIVEWAY REPL E ENT SEE SHEET U1 FOR PROP. -
EMOVE r IBS �" RIM ELEV.= 676.92 z - APPROVAL BY THE ENGINEER AND MAY BE SUBJECT TO PERMIT CONDITIONS.
o UTILITY WORK
67 \ NV. IN= 666.33 c
EX. HEAD 2- PROP. �O' CURB �NV. our= 666.22 / �I SEE SHEET U1 FOR CHAIN NATIVE MATERIAL SHALL BE PAID FOR AS INCIDENTAL TO THE CULVERT CONSTRUCTION.
-END TAP \ S �° �' _
ccgy � - � _ e / / -r � � � - _LINK FENCE REPLACEMENT ADDITIONAL RIP RAP, IF NEEDED, WILL BE PAID AT THE CONTRACT PRICE OF RIP RAP.
'z cMPv.= 67,.21 -(SEE DETAIL �� ��� _ _ e e c0K OE�iJ -
P EX SSMH
MIN €LEA 672.8 SHEET D10� 3zs - - _ Ex. ED oR e
IIVV IN- 663'g4_(SW) / - / VESSE SSE SSE Ci U PLAN $$ CO R� P - 7
NV.J 6 0 / i OUT= 663.67 / / i - - - - - - SS - -SS - - SS - - SS - - - �A F A - - „
SS SS S
8 „CLAY- - - p � - -
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/ _ - - - - - -- -- x
- PROF. 26 LF�OF STD. HA AIL - _ - \ - - - - - - - - -
CLD. STD 50.04A). TO BE SET // s PLANTED 18' s cAMoRE
BEHIND HEADWALL ' �� SSEE - \
STA 6 +71.13 o N / - 7850 731 - \ - - o S E SSE
PROP. CONCRETE HEADWALL \ �� o dON VERCASH AND WIFE, Tl A C. _
TIE PROP. HEADWALL TO 07E7Z74t- - - \
EXIST. CONCRETE WALL \ �/_ DB 17569/PG 764
SEE DETAIL SHEET D1 �� - 447iHUNTER LN.
000
675
670
665
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655
650
645
10 +00
20' 0 20' 40
MENEIII
HORIZONTAL SCALE: 1" = 20'
4' 0 4' 8'
VERTICAL SCALE: 1 " = 4'
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- - SSE
HORIZONTAL LOCATIONS ARE IN REFERENCE
TO THE NORTH CAROLINA STATE PLANE
COORDINATE SYSTEM AS DEFINED BY THE
NORTH AMERICAN DATUM OF 1983 (NAD83).
ELEVATIONS ARE IN REFERENCE TO SEA LEVEL
DATUM AS DEFINED BY THE NORTH AMERICAN
VERTICAL DATUM OF 1988 (NAVD 88).
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20" OAK m
/ / /-TIE PRIVATE 00r, REMOVE AND REPLACE / / 3
- - - DRAIN TO P OP. 52 5_3_ LF OF _2' -0"- Ex SSMH /
-- - - - - - -- -681- o i 0 8�
0 1$507122 _680 6 VALLEY GUTTER RIM EL' €V a 681.44 \ / / EX GRAT NLET /
\ f (SE) INV. IN= 62.75 RIM ELEV.= 80.29
°1 z" cED R j �� -�� z EP N C. SPIEGLER AN (CLD STD 10.178) INV. OUT = 679.99 /
- - - (NW) INV. IN- 671.44
----- - - - - -- 680--- - - - - -� 8" cEDA \ /1o�eaw�o / DIANE S. SPIEGLE TO M_ATC INE 72 /i
(_ MATCH LINE) (NE) INV. IN= 6 2.94 � BE RE OVED
8" CE ✓ 10' DOGWQ6� 0" PINE - NV. OUT= 6 1.341
/ `-- -' /l1/ B 3906/PG 154 A4
8" CE AR / X SDM
- - 20 CHILLINGWORTH LN.
o -- STA. 13 +13. RIINV�c= 60.7 E s W
- - - -679- - - - / / 1 PROP. BRICK CHIMNEY
/
DAR AREA 6" 0 0 10' PI E PLANTED -93LF 0 4' \ - - AND CATCH BASIN ( 0 wvu�ra� s7s.1
_ O / PLANTE�q GRAD ELEV.= 680.51 (0 �E RE ;11D� � -678- - - 10" TGU HARDw oD / AREA ° ~ CHAIN LINK FENCE T GUM PLANTED „ °D Gw�p 'GREEN VINYL COATED SEE SHEET U2(SEE DETAIL D2)
- - \ ` 3" ENT \ - CHAIN LINK FENCE FOR SEWER e I �� -
- - - - - 677 - - \ w �\ 1 ,. C Y 7" D
6" DOGWOOD A3 REPLACEMEI�I � S��H
- - - �6�6� PROTECT STA. 11 +65.86 -� ELEV.
EX. BUILDING DURING e 6 14
CONSTRUCTION \ 3 �! PROP. NV. OU=E- HEADWALLi - - SSE INV. IN= 67oa77
� ( i DOGWOOD 4� � INV. OUT= 670.7 O /
7""C ss � - � - _ -6� - PROP. INV. OUT =669 O
o0D - - (TO BE(AEMO A- I
51 � ��" � - (SEE E � � \ o
- - - - - - / 6" CEDAR
18507129 - - - PLANTER �`} E SS S 'E S� 30S/ / � I I L� E � � I
WILLIAM M. ARCHER 111 AND PROTECT EX. POWER I << 0 I SS �pS S °° ssF �
ELLEN HA -TLEY ARCHER POLE DURING / I __1 MB 9 6' Host /
CONSTRUCTION. - - e- - - - SSE / EASEMENT - /
- DB 6825 PG 811 L _ / 5' UTILITY CLUSTER
425 HUNKER LN. e \ e - _ _ S Ex. / ^ - 8^ CLAY „\ \
/ S- E I / H K
S �>36 E / � � 3 R
REMOVE AND REPLACE
25 LF OF 4' CHAIN SS �a E p5 _�
LINK FENCE. A E �5� G SS a
II \ \ w�S S 345 SSE SAS CRAPE MYRTLE
REMOVE 30 LF 1 i - N ° X11 �- 8" MAPLE / 1 � \\
OF EX 4� CHAIN SS L LINK A OP• CLUST / / �j EX MATE INLE� \
P 5 / EL V.- 680.51 1 \
R
\ LINK FENCE.- - _ cNAIN R E INV.
(TP BE REMOVED)
W SEE SHEET C2 FOR 15" PULAR± -`'- - `' �� ' �cMP\ / REMOVE 102
W CHANNEL GRADING z 60 SDE
= TYPICAL SECTION - - - - 0 10" MULBERRY = - " .
" GM F E 6" RC
2�\ \ EMOVE� 88 LF I `P \
EX. 36 RCPT
-- < - -- - - - -- - - - - -- EX- 20 PERM EX 4ROP RIM I \ o \ 0
W - ELEV.- 675.71 I 1E HERRY
_ A INV. = 670.46 \ \ \ A
W = = ,u- =_ _ _ - - - -__ �� � =- =___ 1? / 3 REMOVE 84 LF (TO E REMOV
M (n 4 18 "OAK / ` - - - / NV. = 669.3 DE A OF EX. 60 CMP \ \ ° \ `PJ' /S
/ 12" - - - BoxELDER PROTECT EXIST. GAS METER \ \ \ \ O,
0 0 - - - -- E V A \ N _
0 / / PROPOSED FOUNDATION PROTECTION ALONG �HE SOUTH �I
Q 15 "SWEETGUM / - �, �, ��, SDE SIDE OF 426 CHILLINGWORTH LN. \
+ 24 "SWEETGUM U A \ /,
0 9" HICKORY S ^v e PROP. 295 LF OF �6" PC356 DIP / s "G
/ / D 5� /S / - - / RESET 66 LF OF 4' PICKET FENCE. �\
\ \
REMOVE AND REPLACE /10 LF � � � ��g, � \ - v W
01 Q OF 4' CHAIN LINTS FENCE o e / �, RESET/66 LF 'WIRE FENCE. PROTECT HVAC DURING CONSTRUCTION \ CoNC DRIVE
e
44 � J � / / 11" HICKORY 6 \
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67
67
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66
0 14 +00 14 +50 15 +00 15 +50 16 +00
RFI�a V�377 /6F / �� Ex SEWER SS I� S C S
e/ s OF E 36" �S \ SS eS TO �EMAIN) e e ��
/ � � 3
SLAB - 3 �� 3 3 (D
R - _
PL TED WE EL �R
EA _ HdV.�N 67328- - - - - -- - - - - -- _ - -�
/ - INV. OUT= 671.98 _ EX 36° RCP TO REMAIN
/ \ - - - - - - - - �X�O'�TIL�TY- EX
;KORY 1 C - E RE OVED " EET GU _ _ - MB 9 PG 181
EX 36" RCP O
EX. 20' PERM. SIDE
/ e ` STA 0 +76.11 /� DB 8543 PG 367 / -
ce �p PROP. CONC. OPEN /
� . F
THROAT §B SIDES) c)
18" APLE PROP. WEIR ELEV.= 676.0 /
REMOVE /Ex LAB TYPE CB TIE EXIST. DUAL 36" RCP / IPLINE 155 LF
O �� RIM = 677.13 TO PROP. CB (310 LF TOTALS o
SO 63 LF OF / R ELEV.= 676.04 ✓ / /
/ /V " INV. IN= 672.23 SOP. INV. OUT = 6�.69� /
EX. 42 RCP 6so -- OF EX. D��
INV. OUT= 67'03 (SEE DETAIL D� � �
= Etc SDMH/ 2 REMOVE / 0 BE REMOVED) / \ 36" RCP WITH I
L RfM V\RE 28 AND REP ACE c° 20" MAPLE�24" HDPE. SEE INV. ,� / ISPECIAL
8 28 CA 27 LF /2 VALLE G I� 1 HteK�Y ), , WEE GM PROVISIONS OCLD' STD 10.17 ) OAC A5 0 / 0 MATCHLIN / - / % 0 / o
\ STA. 13 .6� NE "A ")= / G I M ` �� �/ PfjOTE VE TAl10N Jo
\ n n _ ARGi1ND INLETS RING ION
STA. 0+00. (LINE 13 )- / G SLIP ttNING PROCESS ��
DOG \ D STA. 0 +00.00 (LINE I )_ 3 g _ - _
\ PROP. CONC. CA9CH -BASIN \ - - - - HORIZONTAL LOCATIONS ARE IN REFERENCE
Db WOOS PROP GRATEGELEV. =681.0 18503614 _ TO THE NORTH CAROLINA STATE PLANE
�
(SEE DETAIL D3) / DAVID B. CATRON � - COORDINATE SYSTEM AS DEFINED BY THE
/ DB 2404926G 432 R D. 181 - - NORTH AMERICAN DATUM OF 1983 NAD83 .
� REMOVE AND REPLACE 4926 GAYNOR RD.
20 LF OF CURB 4c GUTTER /
\ (CLD _STD -1��) ELEVATIONS ARE IN REFERENCE TO SEA
I LLO W
LEVEL DATUM AS DEFINED BY THE NORTH
SEE HEET U6 FOR l = AMERICAN VERTICAL DATUM OF 1988 NAVD
\ 3" MAPLE /
p GAS MAIN REL CATION
/ � / � CONC DRIVE \ 88).
\ r\ � -moo
(, \ �� AGENT / / // �/ // REMOVE AND AE�ACE WARNING.
'f. 22' OAK 31 LF OF 2' -0" ALLEY W
7<11 3%1 \� " o // PROP 85 LF "oF 6" PC35o DI
GUTTER MATCHLINE 10176) W OVERHEAD
v 9' CEDA / ,7� TO EX. 6 MAIN �'�° ) (z ELECTRIC CROSSING
OAK / / STA. 0 +N10.00 LIN "J" / A
° / STA. j +11.39 (LIE "A)) / P OTECT WATE MAIN \ W
o \ / / 18 APLE
/ TIE/PROP. BO 24" /R P TO / I W SEE SHEET D 7 FOR
PROP. BOX CULVERT REMOVE AND PLACE (n
4" INVERT IN=672.24 / PR OPOSED A SPHAL T
3" DogwooD � / �� LF OF 2�" VALLEY
-� \ ��' APL " DOGWO06 / / GUTTER (CLD STD " 0
\ \ \\ s O ° / / ° 10.176) (TO MATCHLINE) 0 RESURFA CING
\ \\ 22" APLE MAPL€� p +
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10" MAP / 18507121
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" W - - o JOHN A. ASHWORTH N AND \ o \ / ¢ /
17" SWEETGUM ° SEE SHEET U2 \
z 9° EETCUM REPLAC 1LF OF 4' PROPOSED CHANNEL' GRADI G. SIDE SL ES SHALL BE W /FE, ANNE W. ASHWORTH \ / cn 7'X5' RCBC
FOR SEWER \ o � � � _ \ pROP. 122 LF OF � (n
/ CHAIN LI FENCE W /4' 2: UNLESS OTHERWISE NO DON THE P NS. ALL DB 37461PG 282 MB 9 1PG 181 RELOCATION \ f \\ (TO MA CHLINE)
DI TURBED AREAS SHALL BENSEEDED WITH EDING 426 CHILLINGWORTH LN. W
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EX. 42 RCP 6so -- OF EX. D��
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�
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/ DB 2404926G 432 R D. 181 - - NORTH AMERICAN DATUM OF 1983 NAD83 .
� REMOVE AND REPLACE 4926 GAYNOR RD.
20 LF OF CURB 4c GUTTER /
\ (CLD _STD -1��) ELEVATIONS ARE IN REFERENCE TO SEA
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LEVEL DATUM AS DEFINED BY THE NORTH
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p GAS MAIN REL CATION
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CHAIN LINK FENCE 18507120
F o ° ° MELBA B. VON
SEE SHEE t� do - SPRECKEN SUPPORT AND PROTECT -
FOR,CI4AIN 10 APLE - EXISTING GAS MAIN.
K ����^� - MAPL77 - DB 52181PG 804
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\ 500 CHILLINGWORTH LN. PROTECT POLE
- -� _0 HARD OD . ^ - - CONSTRUCTION OF SEWER
01 X GRATE INLET \\ / & GU EMOI�D REPLACE /
RIM* EV.= 683.14 \ // 0 D STD 10.2 4 SY /OF 3' CONC. /
INV. T = 680.64 <
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FOR,CI4AIN 10 APLE - EXISTING GAS MAIN.
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- -� _0 HARD OD . ^ - - CONSTRUCTION OF SEWER
01 X GRATE INLET \\ / & GU EMOI�D REPLACE /
RIM* EV.= 683.14 \ // 0 D STD 10.2 4 SY /OF 3' CONC. /
INV. T = 680.64 <
(TO BE MOVED) \ J1 / SIDEWALK(CLD STD /
AND CURB
REMOVE AND REPLACE R
30 LF OF 2' -6" 10 LF
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3 9
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PROP. INV, IN
= 66.44 BETTS' D. CROCKFOIRD
FOR
CONSTRUCTION
PROP. INV. OUT,• 673.94 DB/ 20521/PG 71
o
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4927 GA YNOR RD.
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NEW FH PROP DBL BRICK CATC H BASIN
& UTTER M
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TIE PROP. 6(CLD STD 20.03) �
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MAIN TO EX. GRATE ELEV.= 683.99 /
END `f PER
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m
n
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0
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a.
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0
ILL
700
6950
Qo
690 Q
cn
Li
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685
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67C
665
16 +00
16 +50
17 +00
17 +50
18 +00
18 +50
19 +00
19 +50
20 +00
20 +50
700
LEI
LEI
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_ 1850.3619
- - - - - r -�� - - T `T \ II- \ ` - _ _ - - �- - - - - - \ ' STA. 20 +86.64 (13' LFT) GRAHAM T. JOHNSON
\- - - - - - - - -/- - - - I / " - - \ \ \PI�A� DBL BRICK CATCH BASIN AND WIFE,
- - - -
-- - - - -- -- - -- - - _
C6 \ \ -- I 1 NO L X. DIAL 36 R P CLD STD 20.03 /NGRID H. JOHNSON
-6aoP 1 - \ \ \ E \E� \18 RCP TO PROP. DBL CB DB 104971PG 739
12 "�A E 0 c� I TO REMAIN I _ \ I� \ \ \ GRATE ELEV.= 685.37 MB 9 PG 179 4820
_ - I ° ARENTEDI DECK a�6o \ - ARE TED AINS Tu 14'�IIIIQE�RESIDENTI L \ \ \ E� 18" RCP INV. IN= 682.27 GAYNOR RD.
a / a EX GRATE INLET / A - 28" MAPLE z I d �Nh;NCIWN DRIVE \
712�MAPLE
A \ " SEE SHEETS U3 & U6 FOR
RIM ELEV.= 6709 18" MAPLE EX GR TE INLET / / �`"' \ PROP. 18 INV• OUT =678.36 W� GRAWL SPACE INV. N -67-2 99 MAOLI \ \ _ - RIM EL�V = 679.4 / GLD S�D.�O. 7 69 tNV. OUT= 672.89 AREATED NV. IN 674.67 1 /' Pot - _ \ ➢ VEN =681.8 ?� _ G - \ EPLAd LF 0 6
/ \ -� I \ I I of x U' / 18503 7 18503618 0 - uM ATTERMAINW/ 6 PC350 DIP PROPOSED UTILITY
Fri _ / \ = I I x LAWRENCE S. VAEN7�AN A 0% G wL(DaaR, =6x3.3 \ \ SEE-SHEET U3 �\ NOTES AND SOFT DIG
\'�4" SW ET GUM \ \/ I / I 1 - - I w FE, SUSAN LAGLE EN �\ , l BENJAMIN E. BARNES \ � FOR SEWER- - \
I I I O AND SPOUSE BETH S GILSTRAP \
_ - - I PLANTED AREA I I O CRAW (D00 )= 681.00 DB 8280 PG 630 MB 9 PG 179 M l I \ I R €LOCfT10N \
\ LAG- Fr8'f.13 / / VENT= 68b.18 LAG =688 79
A � 4900 GAYNOR RD. A I DB 26275�PG 7 75 MB 9�PG 179 1 o L � � I
I z w EX ssMH RIM 49 CRAWL SPACE 4822 GAYNOR RD. I REMOVE 45 LF 0� V I INFORMA TION
r LAG -683.0 1 \
-z ELEV. : 682.85
w/ CRA wL SPACE vEXI T. 3D FRCP
0 0 \ - - \ \ ��' 'NV. IN= 67s.1s \ EXIST. SE R 4" ocw \
LAG =6 1 34 I I HOUSE ON CRAWL SPACE X I LAG =68299 FEE= 686.95 I \1D WIDE RESIDENTIAL
I I i LAG= 683.35 \ \ - FFE= 688.22 I I I NV. OUT= 674.95 FFE= 685.08 L- \ \ TO MA \ DRIVEWAY (TYPE lQ
6" OAK - - 0 I / I 1 AG- 683.5 \ \ \ l -
_ I \ �- 12" s (4 5� \ PROP. 10''D VE�A TRENCH DRAIN.TIE
\ V I I v FFE= 681.60 (BASEMENT) SAC y REMOVE 8 LF OF 3" -JAPAN SE \ (CLID. S 10. ) 4 DUC�I E PE-TO-EXIST.- DROP
- - FFE 682. 8 \ / \ \ \ I 18503616 0� 5" A �\L\ PLANTEEXIST. DUAL 30" RCP ` MAAI L CURL a P AN \�
\ � �� � I � \ � I � � INLET TA7 20 � 23 LEFT. \
LAG= 83.8 - - � � ELBERT TODD FORD AND M I - -I (� \ AREA I \ I 26" PE N �QTFCT SIDE ALK
_ AC SPLIT LEVEL 8
685 - _O 3 \ / \ \ S I I WIFE, SUZANNE KAY FORD \ I P _ 3" JAPANS PLE �_ _ _ - - J I I RE TED I - --DURING-C �F
�L- DB 21566 PC 129 MB 9 PG 779 LAG= 84.5 SS - - 3 - - _ - Ex SS H s�� w PROP WAY
\ 18' WIDE RESIDENTIAL DRAINS To 3 \ c
- - SS EV.= 684. 3 0
� PLANTED AREA i
m 18503615 4910 GAYNOR RD. I\ -I- - - - I I EX. SSE PROX{ MATE NV. 76.73 EA T e i \ 5' EASEMENT
\ \ DRWEWAY TYPE 1 - - - \ UNKNOWN /SDE I ( REST PURPOSE
\ GEORGE W. SCHNEIDER AND ( ) - - - -� ( REMAI SS LOCATION MB 9 PG 179 RIM $85. I IMV. IN 677.33 (FORT 22" S- 9 PG 179
WIFE, LOIS L. SCHNEIDER \ (212� S _ _ APPROX. LOCATION OF BURIED - - - - - _ - SS INV. = 677.44 \
\ \ DB 4049 PG 635 MB 91P 17 \ \ 10I 7A - - - - - - _ - _ E \ = 676. z
/ \ , \ �C "1 ) JUNCTlk N Box. - - - / S SST B REMOVED) I \ o
\ \ 4 18 YN R_� \ \'\ 14 WIDE RESIDENTIAL \ - - - - - - _ - __ - - P /� S MB 9 PC 79 (TO REMAIN
\ \ i- - - _ - OX.
-_� y \ - I _ -I/ DRIVEWAY (TYPE I) E O SS ° E SSE/ DE
\ � \ E - � _ _ -_- - �- - - _ � PLUG DUAL-30" RCP
L NTED \
w o- \ \ (18 SY) 68s - -� _ - - - �JCDOT 840.7111111 \ ` R PROP. 8 LF
W f PROTECT PLANTED A €A - - y I \ HARD O AREATED /E - - - - - 3 z PLANTED TE INLET „
- \ (CLD• STD• 10.27A) I - - �TO RIM ELE 838 INV
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a
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HORIZONTAL LOCATIONS ARE IN REFERENCE TO
THE NORTH CAROLINA STATE PLANE >.
COORDINATE SYSTEM AS DEFINED BY THE Co
NORTH AMERICAN DATUM OF 1983 (NAD83). ,
ELEVATIONS ARE IN REFERENCE TO SEA LEVEL
DATUM AS DEFINED BY THE NORTH AMERICAN
VERTICAL DATUM OF 1988 (NAVD 88).
SEE SHEET D7 FOR
PROPOSED ASPHALT
RESURFACING
BEHIND CURB \ \ \ \I I - / \ - - _ I - _ / \ - - 30" RCP I - -� - - - _ T MliINN S� HICK Y ARE - S �T �
\ 16 WIDER I� NTI L 's9 Ex sDMH f E- ' - - - - _ - - REMOVE AND _ 0 4,50%
(� / ° I' RIM ELEV> 3 42 - - APE - 13' WIDE RESIDENT! ° I - �M - ° REMAIN)
DRIVEWAY / / \ PROTECT EX. ���- 1 / _ - - - - - _c�ooD \ _ _ AIN - - EPL CE -6�LF- - -
\ 90 _
INV. IN= 675.8 i \ DRIVEWAY TYPE �8SY � - \
_ ° VALLEY GUTS
(20 SY) / DURING POLE I I \ 6� Nv ova 5 42 LANTED - - ( fii ( - _ - �- - -
Ld \ (CLD. STD. 1 . 7) - / ( �_ - - - ) I RPOS (CLD STD.�017�
TO REMAIN REA- - - - Dec \ CLD. STD. 10.27A RE E
\ CONSTRUCTION \ I ° I / \ I \ \ _ _ _ NT FOR STS
w / o \ i \ \ I °z \ z REMOVE AND REPLACE REMOVE AND - DOGWOOe G- - - , D wok - 3 -
(n \ / m �- REMO AND REPLACE I ° 472 ZF OF-Z-7-07 REPLACE�(6- SAY) r�
PROTECT EX. ° I \� a �3 3 cWOOD
\ \ (6 SY 4 WIDE CONC. I VALLEY GUTTER OF WI 3"
/ z o POWER POLE ? m I CLD 0.'L77B / M,,9 ��
DURING SIDEWALK I \ 1 DE ALK 0 0)
0 I \ o \ CONSTRUCTION / I IN L= = 686.23
o \
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A \ A \ \ EX. EASEMEN FO ST EET PUR \ S - / M OX. LOCATION OF N 677 frs
m 3 0 \ / . �M.,g s HIDDEN SEWER MA HOLE \
9 -(TQ BE R _ W
1 1 \ MB 9 P� 179 M.9 2' ROLL CURB V � L
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P ATCHLINE
F OF 7'X5' Z
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g LF OF � 1 „ ®n
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LINE A 18" RCP 0 4.3 _ WM
M,.9 A / / i T �� (� LLJ
(%) _ __ - -'� i / -- -_ LLJ
PROP. /300 LF OF TX5' RCBC ��� - -1 P OX LGCAliON a
(FR(�M MATCHLINE TO AR \ GAYNOR 50' ���W / - - - WM F BURIED v cT���e - - 6" DoG�O D - -
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� WM 9 P -
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TT 9 - - T/k +98.1 R
Z c1 \ 2' ROLL CURB � - - - -
U - - - -- - -O- a - - _ - - - - \ -PRO BRIG�K C H BASIN 2� PEC NC OT r 24" OAK =
wM O SEE SHEET 2 " MAGNOLI ( U
- - - - - -- - - FOR SEWER - 2 _ - - tNC OT STD 840. 1, 840.03) 840.71) Ex RATE INLET
- - _ _ - O - - NV. our= 6885 -6fi
- / c� - _ - �- II - _ RELOCATION c) GR 171 r%/ _ _ _
QJ / wM/ cs- --- - - - - -- I -- --- - - - - -- z I -INV_ IIT -6 -77 „D, ,Op Q
/ / -�� 3 C
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S s / / / I / I ( EX SSMH - - - _ - - - - -I o I I - - - - - - - - - - - - OF BURS UNCTION BOX\
}- r - 0 APPROXIMATE LOCATInN
/ / % RIM ELEV.= 692.49- - - -, I o - -695 - -14 -WIDE RESIDENTIAL 28" P AN - - - -(T( BE REMOVED) 15 - M OF 30 RCP.�BANDONE
I INV. OUT= 687.2'4 14 WIDE RESIDENTIAL I I I - -
/ - - / / °z I r (�0 REMAA�N) DRIVEWAY�T1fPE IL(16 SY) - = I - - - - - - - - - - - - _ DRIVEWAY (TYPE 1) (15 - - - - - - - \ P ANATED -690 ' LF of 30 RCP
Ex. SEWER 17' WIDE RESIDENTIA I - -( ) -I - (CLD STD: 10.2-7) I - - - - Ex G TE INLET - - \
/ / CLD. STD. 10.27A _ _ �_ __� \ _ _SUPPORT POWE POLE \RIM ELEV.= 6as.37 -1 REM B�C AND
(TO REMAINS DRIVEWA�L (-YPE f} (20 SY) I �_ / / I _ I - - - - - `C��' - - - - - - - - - M�VE ANb DURING NSTRU��ION s ") INV. IN= X80.87 6° GwooD 5" �EPE 20 LF OF
( ) - - - - - - STA. 19 +00.00 - - ) 8 ") v IN= 68 .27 /18503720 / CURGU R
CLD. STD. 10.27A m - - - � - - INV. C - 678.37 (3n i
/ I I � � / / � I - - REPLACE?�m LF Off � A BY OTHEI�� � � � \
PROP. MANHOLE- - - - - &GUTTER PLANTED \ \ HN E. HENDRIY, -AI WIFE CLD SID. 10.\29)
l / 18503724 I l 18563723 - - - PROP. - COOLER ELEV 690.50 - - AREA A A(TO BE REMOVED) vI MICHELLE McDRNALD HENDRI� / A
/ I / 16 WIDE RESIDENTIAL - REMOVE AND-RE-PLACE- SEE DETAIL SHEET D2 - -(CLD STUD. 10.29) / A \ T A A i / \
18503725 JAMES P.I HUFFSTETLER AND JENNIFER I I LEX L. LOFtREN AND WIFE, �,PE I I / 387 LF OF 2' -0" ( ) \ \\ 18\503721 \ REM QVE 32 LP OF DB 243181F�G: 68 MB 9�G� 179
BETTY D. CROCKFORD I� J. HUFFSTETLER �� / KATHERYNE B. LOFGRE - - ) i I - 7\TARYM \G. MECI AND HUSBAND,\ EX. 307 RCP FROM \ /2YGAYNOR
17 SY VALLEY GUTTER
DB 20521/PG 717 MB 9 /PG 1 1 DB 21 17 /PG 338 MB 9 /PG 179 / I / DB/17436/PG 655 ( ) CLD STD 10.178 18503722- - - - I - - - _ J SEPN \MECIA \ BURIEd\JUNCTION LAC�6 2.1 (ON S A
4927 GAYNO�RD. / I 14979 GAYNOR RD. I I I / /MB 91PG 179 / (LLD. STD. 10.27A) ( oo,_ Z�A�SORSlU AftD�AN CHESTER AUKjMP, D� 14412�PVG 943 MB 91PG�79 X TO N W PLUG B ��
911 GA YNOR R16. i AS EQUAL TENANTS IN COMMON 4835 GA YNOR 0, \ 2.0+ 6.6 13 R )
DB 229991PG 17 MB 9 1PG 179 -_700j- V \ ROP. DB RICK CATCH BASIN
4901 GA YNOR RD. A \ LD STD 20. 3) FFE= 697.47
RAT - L V.= 685.06
XX -� I J �� �� \� \ I \ I V. OE T- 8.39
WARNING:
OVERHEAD
ELECTRIC CROSSING
HORIZONTAL SCALE: 1 " = 20'
4' 0 4' 8'
VERTICAL SCALE: 1 " = 4'
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PROPOSED SANITARY SEWER
FROM CB AB3
INV. = 678.00
SEWER
-
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EXIST. 8" SANITA - w -
- - - - - - - - - -
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'X5' RCBC 0 0.689
- - - - - - - - -
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EXIST. 30" RCP
INV.-677.57
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PROP. 18" RCP
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INV. - 677.40
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_ 1850.3619
- - - - - r -�� - - T `T \ II- \ ` - _ _ - - �- - - - - - \ ' STA. 20 +86.64 (13' LFT) GRAHAM T. JOHNSON
\- - - - - - - - -/- - - - I / " - - \ \ \PI�A� DBL BRICK CATCH BASIN AND WIFE,
- - - -
-- - - - -- -- - -- - - _
C6 \ \ -- I 1 NO L X. DIAL 36 R P CLD STD 20.03 /NGRID H. JOHNSON
-6aoP 1 - \ \ \ E \E� \18 RCP TO PROP. DBL CB DB 104971PG 739
12 "�A E 0 c� I TO REMAIN I _ \ I� \ \ \ GRATE ELEV.= 685.37 MB 9 PG 179 4820
_ - I ° ARENTEDI DECK a�6o \ - ARE TED AINS Tu 14'�IIIIQE�RESIDENTI L \ \ \ E� 18" RCP INV. IN= 682.27 GAYNOR RD.
a / a EX GRATE INLET / A - 28" MAPLE z I d �Nh;NCIWN DRIVE \
712�MAPLE
A \ " SEE SHEETS U3 & U6 FOR
RIM ELEV.= 6709 18" MAPLE EX GR TE INLET / / �`"' \ PROP. 18 INV• OUT =678.36 W� GRAWL SPACE INV. N -67-2 99 MAOLI \ \ _ - RIM EL�V = 679.4 / GLD S�D.�O. 7 69 tNV. OUT= 672.89 AREATED NV. IN 674.67 1 /' Pot - _ \ ➢ VEN =681.8 ?� _ G - \ EPLAd LF 0 6
/ \ -� I \ I I of x U' / 18503 7 18503618 0 - uM ATTERMAINW/ 6 PC350 DIP PROPOSED UTILITY
Fri _ / \ = I I x LAWRENCE S. VAEN7�AN A 0% G wL(DaaR, =6x3.3 \ \ SEE-SHEET U3 �\ NOTES AND SOFT DIG
\'�4" SW ET GUM \ \/ I / I 1 - - I w FE, SUSAN LAGLE EN �\ , l BENJAMIN E. BARNES \ � FOR SEWER- - \
I I I O AND SPOUSE BETH S GILSTRAP \
_ - - I PLANTED AREA I I O CRAW (D00 )= 681.00 DB 8280 PG 630 MB 9 PG 179 M l I \ I R €LOCfT10N \
\ LAG- Fr8'f.13 / / VENT= 68b.18 LAG =688 79
A � 4900 GAYNOR RD. A I DB 26275�PG 7 75 MB 9�PG 179 1 o L � � I
I z w EX ssMH RIM 49 CRAWL SPACE 4822 GAYNOR RD. I REMOVE 45 LF 0� V I INFORMA TION
r LAG -683.0 1 \
-z ELEV. : 682.85
w/ CRA wL SPACE vEXI T. 3D FRCP
0 0 \ - - \ \ ��' 'NV. IN= 67s.1s \ EXIST. SE R 4" ocw \
LAG =6 1 34 I I HOUSE ON CRAWL SPACE X I LAG =68299 FEE= 686.95 I \1D WIDE RESIDENTIAL
I I i LAG= 683.35 \ \ - FFE= 688.22 I I I NV. OUT= 674.95 FFE= 685.08 L- \ \ TO MA \ DRIVEWAY (TYPE lQ
6" OAK - - 0 I / I 1 AG- 683.5 \ \ \ l -
_ I \ �- 12" s (4 5� \ PROP. 10''D VE�A TRENCH DRAIN.TIE
\ V I I v FFE= 681.60 (BASEMENT) SAC y REMOVE 8 LF OF 3" -JAPAN SE \ (CLID. S 10. ) 4 DUC�I E PE-TO-EXIST.- DROP
- - FFE 682. 8 \ / \ \ \ I 18503616 0� 5" A �\L\ PLANTEEXIST. DUAL 30" RCP ` MAAI L CURL a P AN \�
\ � �� � I � \ � I � � INLET TA7 20 � 23 LEFT. \
LAG= 83.8 - - � � ELBERT TODD FORD AND M I - -I (� \ AREA I \ I 26" PE N �QTFCT SIDE ALK
_ AC SPLIT LEVEL 8
685 - _O 3 \ / \ \ S I I WIFE, SUZANNE KAY FORD \ I P _ 3" JAPANS PLE �_ _ _ - - J I I RE TED I - --DURING-C �F
�L- DB 21566 PC 129 MB 9 PG 779 LAG= 84.5 SS - - 3 - - _ - Ex SS H s�� w PROP WAY
\ 18' WIDE RESIDENTIAL DRAINS To 3 \ c
- - SS EV.= 684. 3 0
� PLANTED AREA i
m 18503615 4910 GAYNOR RD. I\ -I- - - - I I EX. SSE PROX{ MATE NV. 76.73 EA T e i \ 5' EASEMENT
\ \ DRWEWAY TYPE 1 - - - \ UNKNOWN /SDE I ( REST PURPOSE
\ GEORGE W. SCHNEIDER AND ( ) - - - -� ( REMAI SS LOCATION MB 9 PG 179 RIM $85. I IMV. IN 677.33 (FORT 22" S- 9 PG 179
WIFE, LOIS L. SCHNEIDER \ (212� S _ _ APPROX. LOCATION OF BURIED - - - - - _ - SS INV. = 677.44 \
\ \ DB 4049 PG 635 MB 91P 17 \ \ 10I 7A - - - - - - _ - _ E \ = 676. z
/ \ , \ �C "1 ) JUNCTlk N Box. - - - / S SST B REMOVED) I \ o
\ \ 4 18 YN R_� \ \'\ 14 WIDE RESIDENTIAL \ - - - - - - _ - __ - - P /� S MB 9 PC 79 (TO REMAIN
\ \ i- - - _ - OX.
-_� y \ - I _ -I/ DRIVEWAY (TYPE I) E O SS ° E SSE/ DE
\ � \ E - � _ _ -_- - �- - - _ � PLUG DUAL-30" RCP
L NTED \
w o- \ \ (18 SY) 68s - -� _ - - - �JCDOT 840.7111111 \ ` R PROP. 8 LF
W f PROTECT PLANTED A €A - - y I \ HARD O AREATED /E - - - - - 3 z PLANTED TE INLET „
- \ (CLD• STD• 10.27A) I - - �TO RIM ELE 838 INV
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a
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HORIZONTAL LOCATIONS ARE IN REFERENCE TO
THE NORTH CAROLINA STATE PLANE >.
COORDINATE SYSTEM AS DEFINED BY THE Co
NORTH AMERICAN DATUM OF 1983 (NAD83). ,
ELEVATIONS ARE IN REFERENCE TO SEA LEVEL
DATUM AS DEFINED BY THE NORTH AMERICAN
VERTICAL DATUM OF 1988 (NAVD 88).
SEE SHEET D7 FOR
PROPOSED ASPHALT
RESURFACING
BEHIND CURB \ \ \ \I I - / \ - - _ I - _ / \ - - 30" RCP I - -� - - - _ T MliINN S� HICK Y ARE - S �T �
\ 16 WIDER I� NTI L 's9 Ex sDMH f E- ' - - - - _ - - REMOVE AND _ 0 4,50%
(� / ° I' RIM ELEV> 3 42 - - APE - 13' WIDE RESIDENT! ° I - �M - ° REMAIN)
DRIVEWAY / / \ PROTECT EX. ���- 1 / _ - - - - - _c�ooD \ _ _ AIN - - EPL CE -6�LF- - -
\ 90 _
INV. IN= 675.8 i \ DRIVEWAY TYPE �8SY � - \
_ ° VALLEY GUTS
(20 SY) / DURING POLE I I \ 6� Nv ova 5 42 LANTED - - ( fii ( - _ - �- - -
Ld \ (CLD. STD. 1 . 7) - / ( �_ - - - ) I RPOS (CLD STD.�017�
TO REMAIN REA- - - - Dec \ CLD. STD. 10.27A RE E
\ CONSTRUCTION \ I ° I / \ I \ \ _ _ _ NT FOR STS
w / o \ i \ \ I °z \ z REMOVE AND REPLACE REMOVE AND - DOGWOOe G- - - , D wok - 3 -
(n \ / m �- REMO AND REPLACE I ° 472 ZF OF-Z-7-07 REPLACE�(6- SAY) r�
PROTECT EX. ° I \� a �3 3 cWOOD
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/ z o POWER POLE ? m I CLD 0.'L77B / M,,9 ��
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0 I \ o \ CONSTRUCTION / I IN L= = 686.23
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A \ A \ \ EX. EASEMEN FO ST EET PUR \ S - / M OX. LOCATION OF N 677 frs
m 3 0 \ / . �M.,g s HIDDEN SEWER MA HOLE \
9 -(TQ BE R _ W
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g LF OF � 1 „ ®n
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LINE A 18" RCP 0 4.3 _ WM
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PROP. /300 LF OF TX5' RCBC ��� - -1 P OX LGCAliON a
(FR(�M MATCHLINE TO AR \ GAYNOR 50' ���W / - - - WM F BURIED v cT���e - - 6" DoG�O D - -
R D' \ 0 �_ E REMOVED) E 5 MEN FOR S R T URPOSES W
0 - _ MB P 179 E z
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wM O SEE SHEET 2 " MAGNOLI ( U
- - - - - -- - - FOR SEWER - 2 _ - - tNC OT STD 840. 1, 840.03) 840.71) Ex RATE INLET
- - _ _ - O - - NV. our= 6885 -6fi
- / c� - _ - �- II - _ RELOCATION c) GR 171 r%/ _ _ _
QJ / wM/ cs- --- - - - - -- I -- --- - - - - -- z I -INV_ IIT -6 -77 „D, ,Op Q
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}- r - 0 APPROXIMATE LOCATInN
/ / % RIM ELEV.= 692.49- - - -, I o - -695 - -14 -WIDE RESIDENTIAL 28" P AN - - - -(T( BE REMOVED) 15 - M OF 30 RCP.�BANDONE
I INV. OUT= 687.2'4 14 WIDE RESIDENTIAL I I I - -
/ - - / / °z I r (�0 REMAA�N) DRIVEWAY�T1fPE IL(16 SY) - = I - - - - - - - - - - - - _ DRIVEWAY (TYPE 1) (15 - - - - - - - \ P ANATED -690 ' LF of 30 RCP
Ex. SEWER 17' WIDE RESIDENTIA I - -( ) -I - (CLD STD: 10.2-7) I - - - - Ex G TE INLET - - \
/ / CLD. STD. 10.27A _ _ �_ __� \ _ _SUPPORT POWE POLE \RIM ELEV.= 6as.37 -1 REM B�C AND
(TO REMAINS DRIVEWA�L (-YPE f} (20 SY) I �_ / / I _ I - - - - - `C��' - - - - - - - - - M�VE ANb DURING NSTRU��ION s ") INV. IN= X80.87 6° GwooD 5" �EPE 20 LF OF
( ) - - - - - - STA. 19 +00.00 - - ) 8 ") v IN= 68 .27 /18503720 / CURGU R
CLD. STD. 10.27A m - - - � - - INV. C - 678.37 (3n i
/ I I � � / / � I - - REPLACE?�m LF Off � A BY OTHEI�� � � � \
PROP. MANHOLE- - - - - &GUTTER PLANTED \ \ HN E. HENDRIY, -AI WIFE CLD SID. 10.\29)
l / 18503724 I l 18563723 - - - PROP. - COOLER ELEV 690.50 - - AREA A A(TO BE REMOVED) vI MICHELLE McDRNALD HENDRI� / A
/ I / 16 WIDE RESIDENTIAL - REMOVE AND-RE-PLACE- SEE DETAIL SHEET D2 - -(CLD STUD. 10.29) / A \ T A A i / \
18503725 JAMES P.I HUFFSTETLER AND JENNIFER I I LEX L. LOFtREN AND WIFE, �,PE I I / 387 LF OF 2' -0" ( ) \ \\ 18\503721 \ REM QVE 32 LP OF DB 243181F�G: 68 MB 9�G� 179
BETTY D. CROCKFORD I� J. HUFFSTETLER �� / KATHERYNE B. LOFGRE - - ) i I - 7\TARYM \G. MECI AND HUSBAND,\ EX. 307 RCP FROM \ /2YGAYNOR
17 SY VALLEY GUTTER
DB 20521/PG 717 MB 9 /PG 1 1 DB 21 17 /PG 338 MB 9 /PG 179 / I / DB/17436/PG 655 ( ) CLD STD 10.178 18503722- - - - I - - - _ J SEPN \MECIA \ BURIEd\JUNCTION LAC�6 2.1 (ON S A
4927 GAYNO�RD. / I 14979 GAYNOR RD. I I I / /MB 91PG 179 / (LLD. STD. 10.27A) ( oo,_ Z�A�SORSlU AftD�AN CHESTER AUKjMP, D� 14412�PVG 943 MB 91PG�79 X TO N W PLUG B ��
911 GA YNOR R16. i AS EQUAL TENANTS IN COMMON 4835 GA YNOR 0, \ 2.0+ 6.6 13 R )
DB 229991PG 17 MB 9 1PG 179 -_700j- V \ ROP. DB RICK CATCH BASIN
4901 GA YNOR RD. A \ LD STD 20. 3) FFE= 697.47
RAT - L V.= 685.06
XX -� I J �� �� \� \ I \ I V. OE T- 8.39
WARNING:
OVERHEAD
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PAUL JOHN TOBBEN AND
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WIFE, MICHELLE McDONALD HENDRIX
RETAINING WALL IMMEDIATELY AFTER
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DB 24378/PG 968 MB 9 1PG 179
CONSTRUCTION OF STRUCTURE
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RETAINING WALL IMMEDIATELY AFTER
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DB 24378/PG 968 MB 9 1PG 179
CONSTRUCTION OF STRUCTURE
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18505621
1 GRAN, M T�JOHN -SON 4ND
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3' OODEN SPLIT RAIL
CONTRACTOR 70­­�ECURE RIGHT OF ENTRY -
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JOHN E. . HEND HENDRIX AND
CONTRACTOR TO RE- CONSTRUCT BRICK
RIM SHA BE ,
WIFE, MICHELLE McDONALD HENDRIX
RETAINING WALL IMMEDIATELY AFTER
OUTSIDE OF D EN
DB 24378/PG 968 MB 9 1PG 179
CONSTRUCTION OF STRUCTURE
REMOVE 7 LF
4827 GA YNOR RD.
A9 AND PIPE SEGMENT A9 TO A10.
EXIST. 30" 1
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1850-374-Z
25 +00 25 +50
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- - -
--
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EXIST.
in
w PROP.
-
- - -
- - - - -
M
^
a
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-
EXIST. DUAL 24" CMP
- - - - - -
to
O
GRADE
' - _ _
/
X 6"
EXIST.
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- -
W
H w' O
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CMP
5' X 66
DUAL 24'
EXIST. DUAL 24" CMP
N 0- (^
[ EX.
GRADE
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„
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NV. OUT = 717.53
- - --
w--
48" RCP
36 "f COVER
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-
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°
%
+
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XX
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®0.53%
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EXIST. 4" CLAY PIPE
GRADE
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/
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I
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"X66"
®
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Q
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(24 "t COVER)
45 +00 45 +50 46 +00 46 +50 47 +00 47 +50 48 +00 48 +50
MATCHLINE STA. 0 +91.97
1
PROP. 20 LF OF CURB &GUTTER.
SEE SHEET U6)' EX 15" TIE TO EXIST. GUTTER FOR SEWERI 8" CL1"T
(CLD. STD. 10.29) T1 ' REPLACEMENT
STA 0 +6 -.00
PROP: BR1� BASIN �P,
\ GRATE ELEV.= 724.00, 18" INV. OUT= 720.00
\ 24^ {NCDOT STD. 840.01, 840.03) / r
I v,
\ RELOCATE 108 LF OF EX. 6" WATER MAIN -
WITH 6" PC350 DIP
REMOVE 17 LI I
----------- - - - - -- rt -OF EXiSI�-
�A \� - - - 45X66" CMP \ vAL -
\ A � RIVER STONE 4 V 48" cMP PROP. 27 LF
PARKING AREA 1 � � ,
49 +00
49 +50
50 +00
SEE SHEET 25
O
PLANTED / \
AREA / /
15713447
JOHN PATRICK MOORS, JR. AND ,� I
REMOVAL AND REPLACE 59 LF OF 2' -0" WIFE, SANDRA ANN MOORE
VALLEY GUTTER (CLD STD. 10.17B) --DB 47891PG 634 MB 6 /PG 333 I I
REMOVE 20 SY OF 4' WIDE CONCRETE SIDEWALK \ \859 LINDA LN. OG I
REMOVE AND RECONSTRUCT / I
LANA ACE /WITH 5' WIDE CONCRETE SIDEWALK 69 LF OF BRICK WALL
/
3 LF OF 15" RCP i ONLY HAND TOOLS TO BE USED
T U4 FOR GAS MAIN PROTECTION - AROUND 22" OAK.
I 28" OAK CONTRACTOR TO HAND DIG REPLACEMENT PIPE TO 11E IN RESIDENTIAL lIE HOUSE DOWNSPOUTS Y (TYPE 1) TO PROP. STRUCTURE A15 WITH SLAB YARD INLET TO A16, IF NECESSARY
CLD STD. 10.27A) O r) 26" cuM FFE= 722. 1 GO
STA 48 +19.60 2 .04 -(LINE "U ") ROP. CONCRETE DROP INL TLA 7zz.57 O W ICK CATCH BASIN GRATE ELEV.- 720.70 1 ' cu W V.= 722.99 (SEE DETAIL SHEET D8) o' HIC�oR STORAE. - - - - -- ------- - - - - -- LAG= 7�2.2i m 4" CLAY PIPE)��^ °�} BLDG
/ GONG DRIVE _ - EX GRATE INLETIz�-'
° REMOVE 86 LF OF RI ELEV.- 721 22
PROP. 22 LF OF 18 - T I DoULF� 8" M GNOLIA
EXIST. DUAL 24" CMP \ 28" OAK / V. OUT- 720
NV. OUT= 720L37
Y/AD REMOVE & REPLAC - STA 49+01 -.-06 - - / / TO RE IN I � W Ld
4 IRON HANDRAIL �� PROP. CONC. DROP INLET ( )EX CATCH BASIN GAVEL /PARKIN\(S, CONC DRIVE GRATE ELEV.= 720.61 22 OAK ° 6 DAR D (n
INV. I ELF /. 7Z2 - % ) - - - (SEE DETAIL SHEET D8) ° 16" OAK ° INV. Ili 720.18 wY our- 718.- C 2 ° 2 E/ o "�QAK E E DOGWOOD \ SDE SDE DE 1�s'E -,�°� R gnu GD �/ 6" MACNOLJA SDE
SDE SP�E 10" t7l SpF SDE SDE -SDE E SS 8" DIP Lo
�_f _ _ _ - SS - +
S 24" CMP / 8.. DIP -
17.63 X. 15 SSE NO DEED OR CMU PPAN�
1� INS "A" - - -E -- - - - - - - - -- - - -- - L0
_ - - - PROP. 93 LF OF 36" RCP (TO A17
_ - - -PROP. 59 LF OF 36" RCP { 3 s" eo ° ooD
J- - - - - - - - - OF 42� RCP - - ��` -' '- / oGWO SDE / Q
180 R MAPLE 15" GUM , TRIPLE 10" OAK - 1DE PUMP SDF SDE 2 /
X20" GUM -�
I _ i _ I �P/ 0.7I 2 o cu REMOVE 93 LF
INV.- 715.47 \ " I 1 R MAPL ° / S E A3EA O /
\ - - - - - - - - - - - - - - - - - - - REMOVE 24 LF /// �= OF 54 RCP E ° 3'S 0wee�- EX oROPmLEr - - PLANT ; ' / OF EXIST. DUAL /
p� �/ 3 24' CMP W
3" DOGWOOD
� � OF EXIST. � � 12" OAK RIM_ >� �2u@ � / ''
824 ! I - e- INV. IN= 718.21 -
�� 's MK C. T�OL�� AND�SPOU 48" MP AO 1z" MACN(�uA / Z
/ \ APP OxIIM TE NV. OUT= 718.11 _
24" CMP / \ 3' WOOD FENCE L I EX SSMH /
O CMP INV.- 717.53 i ° RIM ELEV.= 725.67 /
PROTECT PATIO /WALL JENIFER B. HOLOMAN � \ _ TOP =719 6 OVE
W DURING CHANNEL DB 24141 PG 859 MB 6 PG 333 \ 97 ' ! - _
FFE= 720.85 ' INV. IN= 721.05
W / / LAG = 721.88 / ' AREATED INV. OUT= 720.62 /
/ / \ 5 1�" INS EX T- SI � V -X641 CMP - - -- PLANTED 26" GUM
ATE LEV.- 72 .32 / NV.= 717.37 A �A /
T\ IMPROVEMENTS 864 LINDA LN. 18„ K J. / INV, Irr= 71 .4z / \ REMOVE 20 LF OF i 1s" ° REMOVE 60 LF
NV N= 71..87 " n EX. GRATE INLET (APPROXIMATE)
Z PROTECT HVAC, GAS x / \ / / / OF EXISTING GRATE-721.84
/ � INV_ = 1 .32 / EXIST. 45 X66 GKIP
(n v METER, ELECTRIC 0 // �jl ` I TO BE REMO D) EX CA CH �A IN APPROXIMATE / �� 24 CMP INV 718.76 Q
O / METER. PUMP, AND ETC CO C DRIVE Gw"TE EL v. =7 2648 roP = 721.12 / / - - � GRATE INLET UNABLE To MEASURE
DURING CONSTRUCTION. '� s �, //i > (TO BE REMOVED) / RESET 177 LF OF 4'
\ (TO BE REMOVED)
\ REMOVER) / ALUMINUM PICKET
W + �� � I C O/ � F. `° TOBERMO
W F I PROP. 20 LF /
�� � � \ � ' �, 2 ° / n � FENCE CONTRACTOR SHALL PROVIDE A SUBMITTAL
SOS Ex. PATIO O /// ��co �Q/ / OF 42 RCP
/ (FOR APPROVAL) OF METHOD TO CONSTRUCT
PI
O 2 '� / ' O Ds % 8° AP / 1 IN / �� - -STA,4Z+9490 (LINE A )= 7 4' ALUMINUM PICKET FENCE ACROSS PROP INLET
F WITH SLAB
DEL 12" 0 AC / / / / / / '> "11'
1
\ - Ex. Srr��wALL� 34S- c aS // �Q / �p� / STA 0 +00.00 (LINE )
10" PINE / // /// / 4" APLE Q I� ° PROP. CONCRETE CATCH BASIN CONTRACTOR TO PROTECT HVAC STA 49 +60.43
- - - 8" HkKGP TER Q // % / ti
- - _ � �• � � _ D ,� I i� // � � � � � GRATE ELEV.= 722.48 UNITS DURING CONSTRUCTION PROP. CONCRETE GRATED DROP INLET
0 - - - - - _ -_ - - - __ - 1 HIC Y cn /i / /� / 0 A REMOVE 26 SY OF 4' WIDE n
+ _ - o - _ - - /� ii /i i � c' ° SEE DETAIL SHEET D6 7'-8" LONG GRATE W/ 1 -0 WIDE CONC. APRON
° - - - - - - - \� /i 8' ° LE / I z cn r I I ( ) CONCRETE SIDEWALK GRATE ELEV.= 721.84
7" GUM
\ �/ REMOVE AND REPLACE AND REPLACE WITH 5' WIDE TIE EX. 4" CLAY TO PROP DI
q / \ CONCRETE SIDEWALK
�0' -HIGKL FAY - - - 7 G� 714 - 72` _ _ _ _ _ - - - �'� / PLANTED � 75713440 ( • )
-� _ � PROP. 53 LF OF CURB NCDOT STD. 840.17 840.22
- - ROP. 62 LFOF 54" RCP _(CLASS IV) AREA O I 12' WIDE COMMERCIAL AND GUTTER (CLD STD. 10.29)
REMOVE 29 LF OF
Q SEE SHEET C3 FOR � � � - EX. CHANNEL TO _ _ _� � DRIVEWAY (TYPE IV) " ��
M =71 0 o LE BE BACKFILLED I 85 SY) (CLD. STD. 10.25F) EXIST. 45"X66" CMP
CHANNEL TYPICAL / - - -SDE 1 UNKNOWN 2 �� �D / / 28" OAK 1 -
SECTION c7 �LE LE F1 S� E , - �iEPfHE / / / �, - - - - - - - - -
a / I / / CONE DRIVE
W 0
z - - - - CONSTRUCTED RIFFLE / _� �� / i / F
0 � -
\ \ ��
z - -- - -/ ' -'��
\ / ✓� STA 46 +62.35
0 / 0 c \ PROP. CONC. DROP INLET
/ EX. 4 CLAY GRATE ELEV.=,;,718.00
PIPE TO REMAIN. (SEE DETAIL' SHEET 119)
/ ENSURE THE PIPE /
DRAINS TO SYSTEM.
STA 4
PROP. CAST-IN-PLACE
REMOVE EX. CONC. D ALL
FOOTBRIDGE. TOP OF LL ELEV.= 716.54 \ /'
(SEE DETAI SHEET D8)
15718241
CRAIG W ISAAC AND
WIFE, PAMELA C. ISAAC
DB 196351PG 554 MB 6 1PG 333
900 LINDA LN.
U)
N. RONNIE MELTON AND WIFE,
MARIANNA E. MELTON
DB 69271PG 375 MB 6 1PG 333
865 LINDA LN.
15713439
MACIE JORDAN BELFIELD
DB 38021PG 114 MB 61PG 333
901 LINDA LN.
730
725
720
715
710
705
50 +50
WARNING:
OVERHEAD
ELECTRIC CROSSING
SEE SHEET D7 FOR
PROPOSED ASPHALT
RESURFACING
SEE SHEET U6
FOR PROPOSED UTILITY
NOTES
HORIZONTAL LOCATIONS ARE IN REFERENCE
TO THE NORTH CAROLINA STATE PLANE
COORDINATE SYSTEM AS DEFINED BY THE
NORTH AMERICAN DATUM OF 1983 (NAD83).
ELEVATIONS ARE IN REFERENCE TO SEA
LEVEL DATUM AS DEFINED BY THE NORTH
AMERICAN VERTICAL DATUM OF 1988 (NAVD
88).
20' 0 20' 40'
HORIZONTAL SCALE: 1" = 20'
4 0 4' 8'
VERTICAL SCALE: 1 " = 4'
PRELIMINARY -
00 NOT USE
FOR
CONSTRUCTION
EN
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15718243
AURORA -LOAN SERVICES, LLB
INV.- 1 720 32
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6-B 249371PG JIO' � 6 1PG 333
858 LINDA LN>
ToP =721 s7
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REMOVE 37 LF OF O
-EX. 12" RCP AND FES �� III
®�
LL
p
uj
\�
PROP. 35 LF OF 2' -0" VALLEY
�/
Lo rn I
O
I
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GUTTER (CLD STD. 10.178)
( �1 I
s
it
°r°-
0
Z)
J 0
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PROP. 20 LF OF CURB AND r_,
m
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ICtJ
p U
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GUTTER (CLD STD. 10.29) 1 %/ Im'
o
z
12
13' WIDE RESIDENTIAL \ _
0-
'
o-
DRIVEWAY (TYPE 1)_ I
r
STA 47+67.89 (LINE "A ")= 33 SY (CLD STD. 10.27A)
STA 6+00.00 (LINE T ") \
ASP LT
N'II'
O
L,
I
PROP. CONCRETE CATCH BASIN
only �I I
GRATEI ELEV.= 722.32
- _
ate,
Ex ss
LEV.=
H RIM
72316
- (SEE- DETAIL
V
`,
INV. IN=
719.40
�\Z_-OUT=
719 .30
REMOVE 17 LI I
----------- - - - - -- rt -OF EXiSI�-
�A \� - - - 45X66" CMP \ vAL -
\ A � RIVER STONE 4 V 48" cMP PROP. 27 LF
PARKING AREA 1 � � ,
49 +00
49 +50
50 +00
SEE SHEET 25
O
PLANTED / \
AREA / /
15713447
JOHN PATRICK MOORS, JR. AND ,� I
REMOVAL AND REPLACE 59 LF OF 2' -0" WIFE, SANDRA ANN MOORE
VALLEY GUTTER (CLD STD. 10.17B) --DB 47891PG 634 MB 6 /PG 333 I I
REMOVE 20 SY OF 4' WIDE CONCRETE SIDEWALK \ \859 LINDA LN. OG I
REMOVE AND RECONSTRUCT / I
LANA ACE /WITH 5' WIDE CONCRETE SIDEWALK 69 LF OF BRICK WALL
/
3 LF OF 15" RCP i ONLY HAND TOOLS TO BE USED
T U4 FOR GAS MAIN PROTECTION - AROUND 22" OAK.
I 28" OAK CONTRACTOR TO HAND DIG REPLACEMENT PIPE TO 11E IN RESIDENTIAL lIE HOUSE DOWNSPOUTS Y (TYPE 1) TO PROP. STRUCTURE A15 WITH SLAB YARD INLET TO A16, IF NECESSARY
CLD STD. 10.27A) O r) 26" cuM FFE= 722. 1 GO
STA 48 +19.60 2 .04 -(LINE "U ") ROP. CONCRETE DROP INL TLA 7zz.57 O W ICK CATCH BASIN GRATE ELEV.- 720.70 1 ' cu W V.= 722.99 (SEE DETAIL SHEET D8) o' HIC�oR STORAE. - - - - -- ------- - - - - -- LAG= 7�2.2i m 4" CLAY PIPE)��^ °�} BLDG
/ GONG DRIVE _ - EX GRATE INLETIz�-'
° REMOVE 86 LF OF RI ELEV.- 721 22
PROP. 22 LF OF 18 - T I DoULF� 8" M GNOLIA
EXIST. DUAL 24" CMP \ 28" OAK / V. OUT- 720
NV. OUT= 720L37
Y/AD REMOVE & REPLAC - STA 49+01 -.-06 - - / / TO RE IN I � W Ld
4 IRON HANDRAIL �� PROP. CONC. DROP INLET ( )EX CATCH BASIN GAVEL /PARKIN\(S, CONC DRIVE GRATE ELEV.= 720.61 22 OAK ° 6 DAR D (n
INV. I ELF /. 7Z2 - % ) - - - (SEE DETAIL SHEET D8) ° 16" OAK ° INV. Ili 720.18 wY our- 718.- C 2 ° 2 E/ o "�QAK E E DOGWOOD \ SDE SDE DE 1�s'E -,�°� R gnu GD �/ 6" MACNOLJA SDE
SDE SP�E 10" t7l SpF SDE SDE -SDE E SS 8" DIP Lo
�_f _ _ _ - SS - +
S 24" CMP / 8.. DIP -
17.63 X. 15 SSE NO DEED OR CMU PPAN�
1� INS "A" - - -E -- - - - - - - - -- - - -- - L0
_ - - - PROP. 93 LF OF 36" RCP (TO A17
_ - - -PROP. 59 LF OF 36" RCP { 3 s" eo ° ooD
J- - - - - - - - - OF 42� RCP - - ��` -' '- / oGWO SDE / Q
180 R MAPLE 15" GUM , TRIPLE 10" OAK - 1DE PUMP SDF SDE 2 /
X20" GUM -�
I _ i _ I �P/ 0.7I 2 o cu REMOVE 93 LF
INV.- 715.47 \ " I 1 R MAPL ° / S E A3EA O /
\ - - - - - - - - - - - - - - - - - - - REMOVE 24 LF /// �= OF 54 RCP E ° 3'S 0wee�- EX oROPmLEr - - PLANT ; ' / OF EXIST. DUAL /
p� �/ 3 24' CMP W
3" DOGWOOD
� � OF EXIST. � � 12" OAK RIM_ >� �2u@ � / ''
824 ! I - e- INV. IN= 718.21 -
�� 's MK C. T�OL�� AND�SPOU 48" MP AO 1z" MACN(�uA / Z
/ \ APP OxIIM TE NV. OUT= 718.11 _
24" CMP / \ 3' WOOD FENCE L I EX SSMH /
O CMP INV.- 717.53 i ° RIM ELEV.= 725.67 /
PROTECT PATIO /WALL JENIFER B. HOLOMAN � \ _ TOP =719 6 OVE
W DURING CHANNEL DB 24141 PG 859 MB 6 PG 333 \ 97 ' ! - _
FFE= 720.85 ' INV. IN= 721.05
W / / LAG = 721.88 / ' AREATED INV. OUT= 720.62 /
/ / \ 5 1�" INS EX T- SI � V -X641 CMP - - -- PLANTED 26" GUM
ATE LEV.- 72 .32 / NV.= 717.37 A �A /
T\ IMPROVEMENTS 864 LINDA LN. 18„ K J. / INV, Irr= 71 .4z / \ REMOVE 20 LF OF i 1s" ° REMOVE 60 LF
NV N= 71..87 " n EX. GRATE INLET (APPROXIMATE)
Z PROTECT HVAC, GAS x / \ / / / OF EXISTING GRATE-721.84
/ � INV_ = 1 .32 / EXIST. 45 X66 GKIP
(n v METER, ELECTRIC 0 // �jl ` I TO BE REMO D) EX CA CH �A IN APPROXIMATE / �� 24 CMP INV 718.76 Q
O / METER. PUMP, AND ETC CO C DRIVE Gw"TE EL v. =7 2648 roP = 721.12 / / - - � GRATE INLET UNABLE To MEASURE
DURING CONSTRUCTION. '� s �, //i > (TO BE REMOVED) / RESET 177 LF OF 4'
\ (TO BE REMOVED)
\ REMOVER) / ALUMINUM PICKET
W + �� � I C O/ � F. `° TOBERMO
W F I PROP. 20 LF /
�� � � \ � ' �, 2 ° / n � FENCE CONTRACTOR SHALL PROVIDE A SUBMITTAL
SOS Ex. PATIO O /// ��co �Q/ / OF 42 RCP
/ (FOR APPROVAL) OF METHOD TO CONSTRUCT
PI
O 2 '� / ' O Ds % 8° AP / 1 IN / �� - -STA,4Z+9490 (LINE A )= 7 4' ALUMINUM PICKET FENCE ACROSS PROP INLET
F WITH SLAB
DEL 12" 0 AC / / / / / / '> "11'
1
\ - Ex. Srr��wALL� 34S- c aS // �Q / �p� / STA 0 +00.00 (LINE )
10" PINE / // /// / 4" APLE Q I� ° PROP. CONCRETE CATCH BASIN CONTRACTOR TO PROTECT HVAC STA 49 +60.43
- - - 8" HkKGP TER Q // % / ti
- - _ � �• � � _ D ,� I i� // � � � � � GRATE ELEV.= 722.48 UNITS DURING CONSTRUCTION PROP. CONCRETE GRATED DROP INLET
0 - - - - - _ -_ - - - __ - 1 HIC Y cn /i / /� / 0 A REMOVE 26 SY OF 4' WIDE n
+ _ - o - _ - - /� ii /i i � c' ° SEE DETAIL SHEET D6 7'-8" LONG GRATE W/ 1 -0 WIDE CONC. APRON
° - - - - - - - \� /i 8' ° LE / I z cn r I I ( ) CONCRETE SIDEWALK GRATE ELEV.= 721.84
7" GUM
\ �/ REMOVE AND REPLACE AND REPLACE WITH 5' WIDE TIE EX. 4" CLAY TO PROP DI
q / \ CONCRETE SIDEWALK
�0' -HIGKL FAY - - - 7 G� 714 - 72` _ _ _ _ _ - - - �'� / PLANTED � 75713440 ( • )
-� _ � PROP. 53 LF OF CURB NCDOT STD. 840.17 840.22
- - ROP. 62 LFOF 54" RCP _(CLASS IV) AREA O I 12' WIDE COMMERCIAL AND GUTTER (CLD STD. 10.29)
REMOVE 29 LF OF
Q SEE SHEET C3 FOR � � � - EX. CHANNEL TO _ _ _� � DRIVEWAY (TYPE IV) " ��
M =71 0 o LE BE BACKFILLED I 85 SY) (CLD. STD. 10.25F) EXIST. 45"X66" CMP
CHANNEL TYPICAL / - - -SDE 1 UNKNOWN 2 �� �D / / 28" OAK 1 -
SECTION c7 �LE LE F1 S� E , - �iEPfHE / / / �, - - - - - - - - -
a / I / / CONE DRIVE
W 0
z - - - - CONSTRUCTED RIFFLE / _� �� / i / F
0 � -
\ \ ��
z - -- - -/ ' -'��
\ / ✓� STA 46 +62.35
0 / 0 c \ PROP. CONC. DROP INLET
/ EX. 4 CLAY GRATE ELEV.=,;,718.00
PIPE TO REMAIN. (SEE DETAIL' SHEET 119)
/ ENSURE THE PIPE /
DRAINS TO SYSTEM.
STA 4
PROP. CAST-IN-PLACE
REMOVE EX. CONC. D ALL
FOOTBRIDGE. TOP OF LL ELEV.= 716.54 \ /'
(SEE DETAI SHEET D8)
15718241
CRAIG W ISAAC AND
WIFE, PAMELA C. ISAAC
DB 196351PG 554 MB 6 1PG 333
900 LINDA LN.
U)
N. RONNIE MELTON AND WIFE,
MARIANNA E. MELTON
DB 69271PG 375 MB 6 1PG 333
865 LINDA LN.
15713439
MACIE JORDAN BELFIELD
DB 38021PG 114 MB 61PG 333
901 LINDA LN.
730
725
720
715
710
705
50 +50
WARNING:
OVERHEAD
ELECTRIC CROSSING
SEE SHEET D7 FOR
PROPOSED ASPHALT
RESURFACING
SEE SHEET U6
FOR PROPOSED UTILITY
NOTES
HORIZONTAL LOCATIONS ARE IN REFERENCE
TO THE NORTH CAROLINA STATE PLANE
COORDINATE SYSTEM AS DEFINED BY THE
NORTH AMERICAN DATUM OF 1983 (NAD83).
ELEVATIONS ARE IN REFERENCE TO SEA
LEVEL DATUM AS DEFINED BY THE NORTH
AMERICAN VERTICAL DATUM OF 1988 (NAVD
88).
20' 0 20' 40'
HORIZONTAL SCALE: 1" = 20'
4 0 4' 8'
VERTICAL SCALE: 1 " = 4'
PRELIMINARY -
00 NOT USE
FOR
CONSTRUCTION
EN
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50 +50
51+00 51+50 52 +00
MATCHLINE STA. 50 +50 SEE SHEET 13
STA 50 52.98 �7C R E
PROP. BRICK DROP INLET o \ \
EX DROP INLET
GRATE ELEV.=-7 4.87 15' oAK
RIM ELEV.- 724.83 l \
(NCDOT STD. 840.15, 8 .16) INV. = 719.58
(TO BE REMOVED)- - - - E 24" RCP
(APPROX) \ \
/ LENATED \ \
REMOVE 47 LF OF i \
HIDDEN "
JUNCTION BOX _
(TO BE REMOVED) -�
IA 50+19.54 L G =729.5
PROP. ONC. /TRAFFIC
BEARING JUNCTION BOX
15713409 RIM ELEV.= 729.06 REM VE 0 LF OF
DAVID CHARLES CULP (NC OT STD. 840.15, 840.16) EXIST. 24" RC
DB 71041PG 716 MB 24 1PG 143 15713410 FFE= 729.86
816 QUEEN CHARLOTTE'S CT ROBERT J. BRIETZ AND rn
/ WIFE, JANE C. BRIETZ
D 11224 'PG 662 MB 24 1PG 143 I
8 QUEEN CHARLOTTE'S CT LAG- _0.2 I
WITH SLAB
/ Y , PROP. RESIDENTIAL
RIVEWAY (TYPE 1) Z14 SYv N (c D. S 27 (D NTI E W _ - -
- - N
REM5 pVE AND REPLACE
/ 20 F OF CURB AND GUTTER c `c
(CLQ STD. 10.29) -
� APPROX. LOCATION OF
I SEWER MANHOLE. LID �� R C TE WATER TER
\
NOT ACCESSIBLE OUT OFD VEWAY� coNC /
ESTIMATED INV-723.50 \ - DRIVE
\ ESThMATED TOP= 731.80 -
15713409
DAK/D CHARLES CULP
DB 71041PC 716 MB 24 1PG 143
\ 816 QUEEN\ CHARLOTTE'S CT.
- PLANTED 3n
3n EA o
10" 0 K 2" OAK
ELEB PLANTE _
AREA O
CR P-r M�YR -
r.
52 +50
53 +00
740
735
730
725
720
715
710
S � �
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RESET 45 L OF
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F CE. Me�4ip�s�N s /
EX DROP I LET
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TO � MOVED
- S /
PLANTED RESET 48 LF OF 5 /
X10' Y WOODEN PRIVACY
\ FENCE W/ BRICK PROP. RESIDENTIAL - - EX CA A za.7o
" RESS COLUMNS DRIVEWAY (TYPE I) (129 SY) INV IN -7240
(MATCH EXISTING) INV OUT- 724.10
3" L.CYPRESS (CLD. STD. 100..2A7Y/A) (TO BE REMOVE )
LAG-729.41 � ENTI � RI�a
BUS S /
m 75773411 w 15713412
TODD JACKSON AND GLENN C. HOLLADAY AND /
-' SPOUSE, LISA JACKSON WIFE, SANDRA H. HOLLADAY
DB 136601PG 936 MB 24 1PG 743 DB 208551PG .385
800 QUEEN CHARLOTTE'S CT MB 24 1PG 743
FFE= 730.07 WITH SLAB PROTE F ER ODIC / 732 QUEEN CHARLOTTE'S CT.
LAG= 30.48 O
= 00 00 O �1� O 00
° 3" HOLLY fREMOVE AND /REEL CE V -
(D LF OF O" VA LE ° 2
- - - - - _ CURB AND t S 2 +68.3 ��
_ coNC s W- - /(CLD STD. 10 7BY, `9� RICK DO,JBLE CATCH'
'SIN
REMOVE 29 LF OF GRAT LE 28.70
p EXIST. 24" RCP - --73' AREATEO (CLD. STR. 20.03)
ERE MYRT N CONC e PLANTED e/ e e D PROTECT LIGHT POLE
3 � DRIVE 8" C ERRY� 2" MAPLE AR DURING CONSTRUCTION
_EP a - _\ _�- $EkOVE AND REPLACE
M„ /V\119 0 V-\ OF CURB AND G R
fl 0 0A 07 GLD � 10.29)
5" 77P PROP. 90 LF-0 F 24 RCP 'BOLL CURB
730 - - _ - r j - p REPLACE 20LF OF EX. 8" SS i
g Ex. 24" CP �N� REMOVE 90 LF OF z �, v W/ 8 PC350 DIP.
M• AP PRO ATE �MP/ % \ EXIST. 15" RCP rn � 8" CLAY
LACE 130 LF OF -0 R _- / S p Ex ssM SS
EX. 6" WATE'RMAIN cP ' / 8" CLAY SS REMOVE 20 LF D n RIM ELEV-729.43
WITH 6" PC360 DIP /SS SS SS -� 20' ROLL CURB " r' (SE)INV IN= 722.24
/ OF EX. 15 RCP (NE)INV N=722.46
SS j NV OUT= 722.13 2.0' ROLL CUR '� X DOUBLE CATCH BASIN
I PLANTED l� / / o� 0A \ - GRATE ELEV = 728.98
CONC 9 > / �� INV. IN= 724.89
I DRIVE (AREA„ / 32 / j ���� EX. 4' SIDEWALK \ r l EX. 4' SIDEWALK INV OUT = 724.58
M �n o� OA jn n S 53 +00 - - rtT0 BE REMOVED)
/ / \ 14' REMOVE 17 LF EMOVE AND REPLRtO
PLAN AREA ED I �� /C / - / n� I CONC I EX CATCH BASIN MAPLE OF EX. 15" RCP 5 6.81
DRIVE 20 LF OF CURB & GUTTER
- / - 12' MAP (CLD STD 10.22
\C4 ,�, STA 51 +78.86 I I GRATE ELEV.- 729.44 \ >\� o )
/ / (NW) INV. IN= 723.79 i STA 52,+88.80
,/ �/ /�� PROP. BRICK CATCH BASIN ARE � I (SW) INV. IN= 723.74 PROP. BRICK DOUBLE CATCH BASIN
/ GRATE ELEV.= 729.44 My LLjf I w(NE) INV. IN- 723.84 N SD ° GRATE ELEV.= 728.98
TIE EX. 15 AND 24 RCP I I INV. OUT- 723.39 - � CROP. 17 LF m
`0 / TO PROP. CATCH BASIN I I (TO BE REMOVED) / " i (CLD. STD. 20.03)
OF 24 RG'P- e
(NCDOT 8 1, .03)
/ - - - ---
/ \ 15713433 \
TRUSTEE /TRUSTEES VII & Vlll OFD,
�\ WAL TER C. COMER, 111 \
DB 59711PG 934 MB 24 1PG 143
Z�t/EEId C4{?LOTTE'S CT.
I / MJ % - _ \ REMOVE AND REPLACE 11 SY
i EX. 10' PSDE OF 4' WIDE CONCRETE SIDEWALK
/7/ MR?4O (CLD STD 10.29)
�
W W / � � EX GRATE INLET STA 53 +05.85
Ito l L G =73zo° GRATE =728.1 PROP. BRICK DROP INLET
m 15713432 INV OUT -725 20 GRATE ELEV= 728.10
ID o / REx D. BRIE AND (NCDOT STD. 840.15, 840.16)
V I WIFE, TAMARA HICKS BRIETZ
a DB 98781PG 829 MB 24 1PG 143
C, N 801 QUEEN CHARLOTTE'S CT
w� --
FFE= 732.02 75773437
0' KENNETH C. SIMPSON
DB 86741PG 599
MB 24 1PG 74J
LAG =73L 733 QUEEN CHARLOTTE'S CT
0 - _ - - - J
0
�I
HORIZONTAL LOCATIONS ARE IN REFERENCE TO THE NORTH
CAROLINA STATE PLANE COORDINATE SYSTEM AS DEFINED
BY THE NORTH AMERICAN DATUM OF 1983 (NAD83).
ELEVATIONS ARE IN REFERENCE TO SEA LEVEL DATUM AS
DEFINED BY THE NORTH AMERICAN VERTICAL DATUM OF
1988 (NAVD 88).
SEE SHEET D7 FOR
PROPOSED ASPHALT
RESURFACING
SEE SHEET U6 FOR
PROPOSED UTILITY
NOTES AND SOFT DIG
INFORMATION
20' 0 20' 40'
HORIZONTAL SCALE: 1 " = 20'
4' 0 4' 8' PRELIMINARY -
VERTICAL SCALE: 1 " = 4' 00 NOT USE
FOR
CONSTRUCTION
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STA 50 52.98 �7C R E
PROP. BRICK DROP INLET o \ \
EX DROP INLET
GRATE ELEV.=-7 4.87 15' oAK
RIM ELEV.- 724.83 l \
(NCDOT STD. 840.15, 8 .16) INV. = 719.58
(TO BE REMOVED)- - - - E 24" RCP
(APPROX) \ \
/ LENATED \ \
REMOVE 47 LF OF i \
HIDDEN "
JUNCTION BOX _
(TO BE REMOVED) -�
IA 50+19.54 L G =729.5
PROP. ONC. /TRAFFIC
BEARING JUNCTION BOX
15713409 RIM ELEV.= 729.06 REM VE 0 LF OF
DAVID CHARLES CULP (NC OT STD. 840.15, 840.16) EXIST. 24" RC
DB 71041PG 716 MB 24 1PG 143 15713410 FFE= 729.86
816 QUEEN CHARLOTTE'S CT ROBERT J. BRIETZ AND rn
/ WIFE, JANE C. BRIETZ
D 11224 'PG 662 MB 24 1PG 143 I
8 QUEEN CHARLOTTE'S CT LAG- _0.2 I
WITH SLAB
/ Y , PROP. RESIDENTIAL
RIVEWAY (TYPE 1) Z14 SYv N (c D. S 27 (D NTI E W _ - -
- - N
REM5 pVE AND REPLACE
/ 20 F OF CURB AND GUTTER c `c
(CLQ STD. 10.29) -
� APPROX. LOCATION OF
I SEWER MANHOLE. LID �� R C TE WATER TER
\
NOT ACCESSIBLE OUT OFD VEWAY� coNC /
ESTIMATED INV-723.50 \ - DRIVE
\ ESThMATED TOP= 731.80 -
15713409
DAK/D CHARLES CULP
DB 71041PC 716 MB 24 1PG 143
\ 816 QUEEN\ CHARLOTTE'S CT.
- PLANTED 3n
3n EA o
10" 0 K 2" OAK
ELEB PLANTE _
AREA O
CR P-r M�YR -
r.
52 +50
53 +00
740
735
730
725
720
715
710
S � �
- X S x
RESET 45 L OF
W00 VACY
F CE. Me�4ip�s�N s /
EX DROP I LET
Q R V. ECLL - 19.62 87
TO � MOVED
- S /
PLANTED RESET 48 LF OF 5 /
X10' Y WOODEN PRIVACY
\ FENCE W/ BRICK PROP. RESIDENTIAL - - EX CA A za.7o
" RESS COLUMNS DRIVEWAY (TYPE I) (129 SY) INV IN -7240
(MATCH EXISTING) INV OUT- 724.10
3" L.CYPRESS (CLD. STD. 100..2A7Y/A) (TO BE REMOVE )
LAG-729.41 � ENTI � RI�a
BUS S /
m 75773411 w 15713412
TODD JACKSON AND GLENN C. HOLLADAY AND /
-' SPOUSE, LISA JACKSON WIFE, SANDRA H. HOLLADAY
DB 136601PG 936 MB 24 1PG 743 DB 208551PG .385
800 QUEEN CHARLOTTE'S CT MB 24 1PG 743
FFE= 730.07 WITH SLAB PROTE F ER ODIC / 732 QUEEN CHARLOTTE'S CT.
LAG= 30.48 O
= 00 00 O �1� O 00
° 3" HOLLY fREMOVE AND /REEL CE V -
(D LF OF O" VA LE ° 2
- - - - - _ CURB AND t S 2 +68.3 ��
_ coNC s W- - /(CLD STD. 10 7BY, `9� RICK DO,JBLE CATCH'
'SIN
REMOVE 29 LF OF GRAT LE 28.70
p EXIST. 24" RCP - --73' AREATEO (CLD. STR. 20.03)
ERE MYRT N CONC e PLANTED e/ e e D PROTECT LIGHT POLE
3 � DRIVE 8" C ERRY� 2" MAPLE AR DURING CONSTRUCTION
_EP a - _\ _�- $EkOVE AND REPLACE
M„ /V\119 0 V-\ OF CURB AND G R
fl 0 0A 07 GLD � 10.29)
5" 77P PROP. 90 LF-0 F 24 RCP 'BOLL CURB
730 - - _ - r j - p REPLACE 20LF OF EX. 8" SS i
g Ex. 24" CP �N� REMOVE 90 LF OF z �, v W/ 8 PC350 DIP.
M• AP PRO ATE �MP/ % \ EXIST. 15" RCP rn � 8" CLAY
LACE 130 LF OF -0 R _- / S p Ex ssM SS
EX. 6" WATE'RMAIN cP ' / 8" CLAY SS REMOVE 20 LF D n RIM ELEV-729.43
WITH 6" PC360 DIP /SS SS SS -� 20' ROLL CURB " r' (SE)INV IN= 722.24
/ OF EX. 15 RCP (NE)INV N=722.46
SS j NV OUT= 722.13 2.0' ROLL CUR '� X DOUBLE CATCH BASIN
I PLANTED l� / / o� 0A \ - GRATE ELEV = 728.98
CONC 9 > / �� INV. IN= 724.89
I DRIVE (AREA„ / 32 / j ���� EX. 4' SIDEWALK \ r l EX. 4' SIDEWALK INV OUT = 724.58
M �n o� OA jn n S 53 +00 - - rtT0 BE REMOVED)
/ / \ 14' REMOVE 17 LF EMOVE AND REPLRtO
PLAN AREA ED I �� /C / - / n� I CONC I EX CATCH BASIN MAPLE OF EX. 15" RCP 5 6.81
DRIVE 20 LF OF CURB & GUTTER
- / - 12' MAP (CLD STD 10.22
\C4 ,�, STA 51 +78.86 I I GRATE ELEV.- 729.44 \ >\� o )
/ / (NW) INV. IN= 723.79 i STA 52,+88.80
,/ �/ /�� PROP. BRICK CATCH BASIN ARE � I (SW) INV. IN= 723.74 PROP. BRICK DOUBLE CATCH BASIN
/ GRATE ELEV.= 729.44 My LLjf I w(NE) INV. IN- 723.84 N SD ° GRATE ELEV.= 728.98
TIE EX. 15 AND 24 RCP I I INV. OUT- 723.39 - � CROP. 17 LF m
`0 / TO PROP. CATCH BASIN I I (TO BE REMOVED) / " i (CLD. STD. 20.03)
OF 24 RG'P- e
(NCDOT 8 1, .03)
/ - - - ---
/ \ 15713433 \
TRUSTEE /TRUSTEES VII & Vlll OFD,
�\ WAL TER C. COMER, 111 \
DB 59711PG 934 MB 24 1PG 143
Z�t/EEId C4{?LOTTE'S CT.
I / MJ % - _ \ REMOVE AND REPLACE 11 SY
i EX. 10' PSDE OF 4' WIDE CONCRETE SIDEWALK
/7/ MR?4O (CLD STD 10.29)
�
W W / � � EX GRATE INLET STA 53 +05.85
Ito l L G =73zo° GRATE =728.1 PROP. BRICK DROP INLET
m 15713432 INV OUT -725 20 GRATE ELEV= 728.10
ID o / REx D. BRIE AND (NCDOT STD. 840.15, 840.16)
V I WIFE, TAMARA HICKS BRIETZ
a DB 98781PG 829 MB 24 1PG 143
C, N 801 QUEEN CHARLOTTE'S CT
w� --
FFE= 732.02 75773437
0' KENNETH C. SIMPSON
DB 86741PG 599
MB 24 1PG 74J
LAG =73L 733 QUEEN CHARLOTTE'S CT
0 - _ - - - J
0
�I
HORIZONTAL LOCATIONS ARE IN REFERENCE TO THE NORTH
CAROLINA STATE PLANE COORDINATE SYSTEM AS DEFINED
BY THE NORTH AMERICAN DATUM OF 1983 (NAD83).
ELEVATIONS ARE IN REFERENCE TO SEA LEVEL DATUM AS
DEFINED BY THE NORTH AMERICAN VERTICAL DATUM OF
1988 (NAVD 88).
SEE SHEET D7 FOR
PROPOSED ASPHALT
RESURFACING
SEE SHEET U6 FOR
PROPOSED UTILITY
NOTES AND SOFT DIG
INFORMATION
20' 0 20' 40'
HORIZONTAL SCALE: 1 " = 20'
4' 0 4' 8' PRELIMINARY -
VERTICAL SCALE: 1 " = 4' 00 NOT USE
FOR
CONSTRUCTION
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118507124
/ /AN HEW D1 TAYLOR /// AND SPOUSE, TIE EX. 18" RCP TO
JENNIFER T \TA YL pR PROP. CATCH BASIN
DB 243A9 PG 747 8 9 PG 989
98507923 � ` / � FIELD VERIFY LOCATION)
\ 400 \6'HILLINGWO TH N.
SCOTT A. LUCAS AND WIFE, MARGARET � F EX. 18" R02 PRIOR
Y LUCAS 9� \ \ \ 36" oAK O,CONNTRUCTION OF
UB 6126 1PG 249 MB 9 1PG 989 1 i _ O THE CATCH BASIN.
492 CHILLINGWORTH LN. \ A �3
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\ °ONE �
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RR P:�RtC"FFSET
\ CA B% IN -
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FFE= 6 4.74 - - - - _ - _ _ _ (SEE DD�IL SHEET DD�) /
- APPROXIMATE -
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SEE SHEET FOR _ - -
18' P INV. �8 39
\ \ SEWER REPLAC�MEN� - - - 36 R o Y = 685.39
\ \ \ kT0 REMOVED)
PROP. 10 LF_OF CURB 4r GUTTER
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EXIST. GAS LINE
u
+
x w o
A
WATERMAIN
(24 "t COVER)
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fy
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OP. 163 30% /
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-- -- --
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- - -
z Z
EXIST. GAS
LINE
-
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U Z
(24"t Gov
R)
- - - -- -
EXIST. 8" SAN. SEWER
INV.= 671.60
>
>
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GAS LINE
-
-
--
_
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-
- -
(24 "f COVER)
a:
a:
-
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TO M»rcm- - -- - --
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EX. 18' RCP
-
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P
EXIST. 8" SANITARY
- - - - - - - - - - - -
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660
0 +00 0 +50 1+00 1+50 2 +00 2 +50
EX CATCH BASIL
GRATE ELEV.= 693.9C
INV. IN= 689.6E
INV. OUT= 689.5
(TO BE REMAIN)
118507124
/ /AN HEW D1 TAYLOR /// AND SPOUSE, TIE EX. 18" RCP TO
JENNIFER T \TA YL pR PROP. CATCH BASIN
DB 243A9 PG 747 8 9 PG 989
98507923 � ` / � FIELD VERIFY LOCATION)
\ 400 \6'HILLINGWO TH N.
SCOTT A. LUCAS AND WIFE, MARGARET � F EX. 18" R02 PRIOR
Y LUCAS 9� \ \ \ 36" oAK O,CONNTRUCTION OF
UB 6126 1PG 249 MB 9 1PG 989 1 i _ O THE CATCH BASIN.
492 CHILLINGWORTH LN. \ A �3
/ \ s
\ °ONE �
/ 1 \ - - - Siw ­ST(�/L +82.54
RR P:�RtC"FFSET
\ CA B% IN -
/ I--- _ - - - - -_ GRATE ELEV_= _ ° G
\ \ TIE EX. 18 -RCP- TO ?DROP. B
FFE= 6 4.74 - - - - _ - _ _ _ (SEE DD�IL SHEET DD�) /
- APPROXIMATE -
\ / RIM - 93.
SEE SHEET FOR _ - -
18' P INV. �8 39
\ \ SEWER REPLAC�MEN� - - - 36 R o Y = 685.39
\ \ \ kT0 REMOVED)
PROP. 10 LF_OF CURB 4r GUTTER
- (CLD S 10.29)
RIM
700
695
• • •
675
I-I
L
3 +00
3 +50
4 +00 4 +50
o I
\
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\ REMOVE AND PLACE
�OLF OF EX. EATER AIN
W! 6" PC350 DIO
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x
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- -- - - - --
PROP. RCP
--
_
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- -
-- -- F sT. so° RCP
_ - - --
--- - - - - --
(TO BE REM
-
-- - - - - -
-
_
- - -- PR
- -
t89
-- -- --
I-
- - -
EXIST. GAS
LINE
-
-
(24"t Gov
R)
- - - -- -
41%
_ _ -
- - -- - - -
GAS LINE
_
- - - --
--
_
►ter_
-
- -
(24 "f COVER)
-
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-- -
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--- - - - -
- -- B4
TO M»rcm- - -- - --
- - - - -- -
EX. 18' RCP
-
_ -
P
EXIST. 8" SANITARY
- - - - - - - - - - - -
- -
- - 30„
- -
- -
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_ -
-
(TO BE
ROP• 30
�0%
------ - - - --
- -- __- _ -_ - - --
------ -
-
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PR
-
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Ln
TO BE
+
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PROP 4.68%
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o I
\
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\ REMOVE AND PLACE
�OLF OF EX. EATER AIN
W! 6" PC350 DIO
/
o
m
�\ 1T A \ / - � "o E CATCH BASIN �
G TE ELEV.= 695.fi11
Nl - REMOVE AND VAF
INV. OUT- 6 .4
/ \ I \� REPLACE 10 LF \ \9i T�_'_._VE�
I 10 � � � OF RB & GUT-TER cP \� \ PROP. DOUBLE CATCH BASIN
/ s (C D S 10.29) \ / ' TIE 18" RCP TO PROP.
\ SS - r 32 HICKORY CATCH BASIN
(DILAPIDATED) GRATE ELEV.= 695.61
Ex sMH �_ / INV. OUT= 693.46
- - �ELE .= 69 .19 EMOVE AND LACE / (CLD STD. 20.03)
i �N) INV. INS 6s o3 5 LF OF 2'7* PROTECT EX.
�/ (s) Ir V. Z 688.99 s \ C RB & GUT�FR �, S / PILE 8' FIRE HYDRANT
ER Y wv/ our= a. \(N OT STD. 8 / 12" r ° 3 REMO AND REPLACE
o 4; /
S� �N YCA RE
/ � \ 6% PANTED 47 OF 2' -6"
B 6" HICKORY CU B & GUTTER
2 P E \ STA 3 +31.45 CDOT STD 846 01
\ \ PROP. BRICK
BEARING JU�
RIM ELEV.= a
O� OA \ 4 �(NCDOT SM.
24" HICK�RY
OAK - JCHE /N /[ �FFCURB '& GUTTER 1 - F DDEN B Y °�R EACH SIDE OF I&, / 6'� �5 p \ /
y v
MOVE-'-28_1_F
8'�o�WOaD APPROX. 686) 4y _ - - - _ R REMOVE 107 LF F ' o ST. RCP/ REMOV? 4 F
A A V A \ > 686.47 - - E IST. 36" / �Hlo JB /OF EXIST. A
INV. =�1A -5 - / /
o0D - - TO 13E- REMOVED _ - / T (APPRO ATON) " \ \
� � � / I PR �'� � �� % � � � � = 694.73 30 RCP �
s qr Y
RY _ - y I 90 RCP i / / HERBY PRLJX.) INV. = 686.52 °20" MAPLE Oi \
\ V A A \ \ V \ 1 ,. Ma - - - - - 6 7' V� O ¢E REMOVED) / 4 s�
I / O
TRAFFIC ( )
;TION BOX/
5.42 /
840.34,/840.54)
/ \ FF = 702.18
W1 \\
/ STA 0 +25.02
/ PROP. BRICK \
CATCH BASIN \
O / GRATE ELEV.= 696.75
v 15" RCP INV OUT = 693.00
(NCDOT STD. 840.01, 840.03)
/ 5�
686.75 / ' \ ' / / \ RESET EX. SIGNS (TYP) STAI 3 +62.32 (LINE "A ")= ° X \ c° G
,. ,� � � / / I /\ Q - r P. N � REM VE AND REPLACE
\ V A \ 677.30 / / \ " ?s \ �� 10 LF OF CURB &GUTTER
\ cHERRY / ° ST 0 +00.00 LINE W" 9,
\ \ 68\ \ / NV. OUT= 677.15 / (� �9 / \ ( )
\ wM / /� y \ °� \ PROP. BRI ,K OFFSET CATCH BASIN o M PILE \\ ` \ (CLD S 10.29) 9\85034 9 9
BY TI PROP. 15 TO PROP. CB �\ PIA D
ROBERT WILLIS 0 MENT AND WIFE, LYNN
_ \ S SHIRLEY OSMENT
SHEET U6 FOR (SEE RDETAILS HEETS 9) \ AREA
° A � DB 94926 PHAR�WICKE RD.
477
GAS �AIN RELOCATION \ 24" AGN 15" CHERRY REMOVE D REPLACE PROP. 10 LF OF
\ \ - p REMOVE AND REPLACE 20LF
(L DFSTD 21-0" 1B ALLEY GU R REMOVE AND REPLACE CURB & GUTTER -o A ,
Q OF 8' SS W/ 8" PC350 DIP.
) \ 5 SY OF 4' WIDE CON . (CLD STD. 10.29)
A 11 DE�RESIDENTIAL SIDEWALK (CLD STD. 10.2 Ex CATCH BASIN / /
\ GRATE ELEV.= 695.62 �,� 0� REMOVE 1.18 LF OF
/ k - s8 \ DRI WAY\ TYPE I 14 SY 9s
4- / \ ( ) ( INV IN= 690.38 , \
L - _ �/ / REMOVE 158 LF OF / / / \ \ \ 14" CED V (CLD BTU. 0.27A) INV oUT= 688.04 EXIST. 30' RCP �� \
/ EXIST. 360 R �6' �, \ TO BE REMOVED) ,z PLUG 30" RCP
��� \ / RE�OVE AND R ACE / \
REMOVE AND REPLACE _ WM��12 / / 15 LF -OF CURB & GUTTER �� / \ 1 (NC
DOT 1) \
(37 LF OF 2'° 0" / TIE INTO �C,`DRIVE � EMOVE AND REPLACE \ \
S / VALLEY GUTTER / / 6 > T CLD STD 10.29) 98503692 \176 LF OF 2' -0" r� 0 /
J` COLD -TD. 10.17B) \ �j \ 4P A2 JARJOUR WALLED 10.1 ER �O AREATED 28" MAPLE 98503492 /
SAL /M JARJOUR AND WIFE, E/ELYN i A
O \ V B1 / 4371 PG 883 MB 9 PG 9891 (CLD- STD 10.1)6) \ s, ICK C. COPSI�l AND
682- -- / 6' \ \ a \ \ - STA 1 +63.09 DB 409 CHILLINGWORT LN E \ \� l FE ANN C(�PSIS
-
xs
O
\ V A =P. BRI K OFFSET oR`� �' s
� c � �� � \ V " OAK DE 272 � G 392 MB 9 PG 479
CATCH B�SIN
% \ \ \ \ ° °� ti� \ \� �\ 4 98 HARD WICKE � D.
9 \
END LOD /// GRATE E EV. =6 6.47 c s
\ PLANTED 2 - \ FFE= 697.49 �a \ 6',
\ \ \ AREA (SEE DETAIL SHE T D9) \ / / ;- \ -- �
E PROP. WATERMAIN V / $ \
TO EX, WAiRMAIN. AWL- 927 \
NO LAND DISTURBING AQTIVI llVAC 21' WOE RESIDENTIAL
A EE MH \ \ \ 53 TO OCCUR WITHIN LOD LIMITS \ DRIVEWAY (TYPE, I) (28 SY)
PLANTE \ \ RIM EV.- 678.66 \ �� AROUND 44" TULIP POPLAR GM \
AREA -,INV. IN 7.14 (CLD STD. 1O.27A)
_ NG OUT= 67C�6 V �� 98503693 \ A
/
\CARL J. WOODWORTH AND \ \
m � \ \ JODIE M. WOODWORTH \ \ \ I RESET EX. SIGN
�� LL' OAK i FEE= 691.54
O \ \ \� 199251PG 379 MB 9 1PG 981 A \ \ \
0
S 28 "G� ES v LA`G_ 82.0 415 CHILLINGWORTH LN
\� EXIST CHERRY TREE TO BE CUT FLUSH WITH GRADE. \ \ \ \ \
\ RIM J 6�� °.48 x STUMP TO BE GROUN OWN WITH A STUMP GRINDER., \ \ \ \ 16" MAPLE
S� \WEIR Ew = 6762 ROOTS SHALL NOT ULLED. \ \ \ \
V. lour 98 V
_ �CONC DRIVE/
�\\ \ ABANDON 78 LF 'OF
EXIST. 30" RCP WITH
CD \ FLOWABLE FILL (18 CY)
0
/ ° \ \\ \ \ \
V 16" MAP E \TO -,V
\4 \ WM v
AP
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5 +00
700
695
690
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C�
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0,
S•"i
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0
a
680
Q
675
5 +50
HORIZONTAL LOCATIONS ARE IN REFERENCE TO THE NORTH
CAROLINA STATE PLANE COORDINATE SYSTEM AS DEFINED
BY THE NORTH AMERICAN DATUM OF 1983 (NAD83).
ELEVATIONS ARE IN REFERENCE TO SEA LEVEL DATUM AS
DEFINED BY THE NORTH AMERICAN VERTICAL DATUM OF
1988 (NAVD 88).
ENIN 18 5' X )s'.8' / / LJM 1 CRAVL- 685.1\ \ \ o� \ 11' WIDE RESIDENTIAL j
AR TED \ AC 1 1 \ \ \ \ \ DRIVEWAY (TYPE 1) (17 SY)
82. 6 1
\ FEE= 6 / \ \ \ \ \ \ \ (CLD STD. 10.27A) I
SEE SHEET D7 FOR
PROPOSED ASPHALT
RESURFACING
SEE SHEETS US & U6
FOR PROPOSED UTILITY
NOTES AND SOFT DIG
INFORMATION
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HORIZONTAL SCALE. 1 20 Z w
4 0 4' 8' Q A w
VERTICAL SCALE: 1" = 4'
O
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PRELIMINARY - a
DO NOT USE a
FOR
CONSTRUCTION W `� 04

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7+50
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I
18503414 Ac 0
8+50
9 +00
9 +50
PATRICIA H. O'NEAL
m A 0 28" CHERRY 18503509
CRAWL-702.2 8503413 REVOCABLE TRUST U /A /D
/ ROSS RITTER BARYON
JOHN H. CARMICHAEL AND DB 19IZ21PC 458 MB 9 1PG 4
\ I DB 223061PG 862 MB 9 /PG 227
/ WIFE, KELLEY R. CARMICHAEL ✓ 4900 HARDWICKE RD. ETER \ I ` 1 4826 HARDWICKE RD.
FFE= 703.89 / DB 11312/PG 409 MB 9 1PG 471
4910 HARDWICKE RD. FEE- 708.04 / I
o
FFE= 705.01 /
\ PUNTED I 28" M PLE
\ PLUG 30" RCP �\ \ ARrA I \ I\ 1 10 I
(NCDOT 840.71) \ I �-
\ \ I REMOVE AND REP C \\
CD STA 0 +25.99 EX GRATE INLET p+ 20 LF OF CURB &� TTER \\ REMOVE AND REPLA
I
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PROP. BRICK 1
CATCH BASIN
(NCDOT STD. 40 01 40. 3) \
GRATE ELF�V.= 99 6 REMOVE 20LF OF 1
INV. OUT = \6 3. 8 EX. 30" RCP ? 1 1
REMOVE & REPLACE'20LF OF
EX. 8" SS WITH 8" PC350 DIP
�1 REMOVE AND REPLACE 20 LF OF o
0 0 CURB & GUTTER (CLD STD 10.29 �-
_-i0 _CHF_RRY I
du
PLUG 30', RCP \
(NCDOT 40.70 -
_ I WM - �
W I\
6 "W ❑ 28" MAPLE o�W
�6\'W 6 W 6"W 8^'WILLOW
CURB / -
Z EX SSMH ABAN -1& t20�
RIM ELEV.= 700.61 �-
EXIST. 30 RCP WI
NV. IN 691.32
x - - - � - NV. OUT- 691.25 FL0111`iABLE FILL (25 Y)
Z - ic
SEWERS �S -�� S - -
INVERT _ N -- -- - _ -_ - --
ELEV.= 690.81 >�o PROP 203 LF OF 48" RCP B» 30' R`
RIM ELEV.= 702.31 II I
INV. IN- 699.06
\ IN V. OUT- 698.9K
PLUG 30" RCP (TO REMAIN
(NCDOT 840.71) \ -
- /
� as
/LT I cf W
i 1h= 0:
\ (CLD STD 10.29) \ 10 LF OF CURB & GUT7
/ Q 1 L
GRATE INLET RIM REMOVE & REPLACE 40LF OF \ (CLD STD. 10.:
Lo 1 N (Ev.= 702.3 INV. Elf $" SS W/ 8" PC350 DIP. \
I UT= 699.87
TO IRE AIN TO BE REMOVED) C1 \
STA 3 +30.84 \
(� I PROP. DBL BRICK"­ \ CATCH BASIN o
I (CLD STD. 20.03) \ 44" MALE` - - -
1 =
TIE-EX. 15" RCP TO PROP: OBL CB
- _ GI�A,_,TE ELEV.= 702.32
10 1 I MA�QE IN6V�OUT= 699.87 w 1
� I I P NTE� o
- - / PE MYRlL I 1 LLII ( 1 \ AR A-- °z EX SSMH o
LE I I f � =O -28 AP E RtM- ELEV.= 705.22
lid Ad�Eoo NV. IN- 69V-51-
�LANT€B - - i AREA
NV. OUT- 697.4=
\ AREA WMI V A to -
i \ \�- W 6" � 6 "W �� 6 ^W� � 6�W W W � j� � ..W - - 6.,W 6 „W � - 6 W 6 „W 6 "W - -
�_ � \ WM \ ❑ wM
° REMOVE 113 LF I a 1 -
3o "E SP oo JIZ HARDWI K� RD. + 50 R W a M
8" CLA) 0) } N
SS -�� sS ,7S SS - ► SS / S SS ss �.
\ S
__ / --- I I
- - - -
-I--- PROP. 36 LF \ \
- - -\ - - - 8" RCP LINE "B° PROP. 145 LF., OF 48" RCP LINE "B"
7
2' ROLL CURB
G G _
j� G G G G / WM G G G G W WM
n MroT5"�i E'[E G G G / G
10 +00
715
710
705
LiJ
/= 700
C )
LLJ
LiJ
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0 695
Lid
+
0
Q
�- 690
C/')
Ld
z_
J
_
685
Q
680
10 +50
18503510
W
TRUSTEES OF HAWTHORNE LANE
W
METHODIST CHURCH
o
m
L0
\ DB 25411PG 12 MB 9 1PG 227
C
O
4818 HARDWICKE RD.
�(D or)co
u
F+y
►
►
FEE- 7\12.07 �
� NN000
a)Q0 Lnm I
®
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STA 0 +25.71 `0
E
PROP. BRICK CATCH BASIN ->> or
R
-
840.03)
GRADTETELEDV. 7
I)
�y
05.95
W N
INV. OUT 700.52
07 0 -1
\ vp
Z I.L.
REM VE AND REPLACE
-
10 OF CURB & GU77ER
\
4PL
_
(CL STD. 10.29) REMOVE AND REPLACI
-
J LL. O
u
- - - 71 LF OF 2'_0"
VALLEY GUTTER
-
U
1 MAPLE--
Y?
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6„W
- W WM cf� -
H
�/'
m
°
j
EXIST. GRADE
+
MOVE 102 F
LRC
° i
°
LL_ 04
az(O
OM
Ss
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0�m J
W
fn
°
PROP. 10
00-0
NE)
m
SEWER INVERT
ELEV.= 6 8.22
C
*4
OYZ�
Nwj
w
p 2
(24 "± COVER)
z�
QOHQ
A
W
�mmW
m°r
EXIST.
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EXIST. GAS SERVICE LINE
"±
(36 "t COVER)
- -
a
(24 COVER)
°Y
M j
ui ° cy a -1
ty
°
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-
I
I
PROP. 15" RCP
m LU W
+
+
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cn EXIST.
GRADE
/
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=
n. W
1.0
w
SERVICE
- - - -
H H a
�
w
/L EXIST. GA
SERVICE LINE
- - - - -
- _ - - - -
EXIST. 30 RCP
Q �'
�
SERVICE (24" t CO
ER)
-
--
-
-
MOVED)
t v
� - --
- _ _
EXIST. 15" RCP
- --
__-
-
--
_- --
- - --
3o" ROP
- - - -
- - -- -102 LF OF
PROP.
_
- - - -
EXIST.
- - - -
7%
- -
®rbi MATCHLWE) - -
PROP. 15" RCP
- --
- - - - --
--
OF
--
--
- - - - -- _ - - --
- --
- --
36 LF OF
III
- - - - --
- PROP. LF
--
- --
E
ST. GAS SERVICE LINE
- -- -
PROP.
-----
-o_t467,'
(2
-
„± COVER)
- -� --
__
TO BE REMOVED)
8" RC
- - - - - --
- - - --
- - - - - - - - -
- - --
- - - - - - -- - - --
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6 +00
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6 +50
7 +00
7+50
8 +00
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18503414 Ac 0
8+50
9 +00
9 +50
PATRICIA H. O'NEAL
m A 0 28" CHERRY 18503509
CRAWL-702.2 8503413 REVOCABLE TRUST U /A /D
/ ROSS RITTER BARYON
JOHN H. CARMICHAEL AND DB 19IZ21PC 458 MB 9 1PG 4
\ I DB 223061PG 862 MB 9 /PG 227
/ WIFE, KELLEY R. CARMICHAEL ✓ 4900 HARDWICKE RD. ETER \ I ` 1 4826 HARDWICKE RD.
FFE= 703.89 / DB 11312/PG 409 MB 9 1PG 471
4910 HARDWICKE RD. FEE- 708.04 / I
o
FFE= 705.01 /
\ PUNTED I 28" M PLE
\ PLUG 30" RCP �\ \ ARrA I \ I\ 1 10 I
(NCDOT 840.71) \ I �-
\ \ I REMOVE AND REP C \\
CD STA 0 +25.99 EX GRATE INLET p+ 20 LF OF CURB &� TTER \\ REMOVE AND REPLA
I
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CATCH BASIN
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GRATE ELF�V.= 99 6 REMOVE 20LF OF 1
INV. OUT = \6 3. 8 EX. 30" RCP ? 1 1
REMOVE & REPLACE'20LF OF
EX. 8" SS WITH 8" PC350 DIP
�1 REMOVE AND REPLACE 20 LF OF o
0 0 CURB & GUTTER (CLD STD 10.29 �-
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PLUG 30', RCP \
(NCDOT 40.70 -
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W I\
6 "W ❑ 28" MAPLE o�W
�6\'W 6 W 6"W 8^'WILLOW
CURB / -
Z EX SSMH ABAN -1& t20�
RIM ELEV.= 700.61 �-
EXIST. 30 RCP WI
NV. IN 691.32
x - - - � - NV. OUT- 691.25 FL0111`iABLE FILL (25 Y)
Z - ic
SEWERS �S -�� S - -
INVERT _ N -- -- - _ -_ - --
ELEV.= 690.81 >�o PROP 203 LF OF 48" RCP B» 30' R`
RIM ELEV.= 702.31 II I
INV. IN- 699.06
\ IN V. OUT- 698.9K
PLUG 30" RCP (TO REMAIN
(NCDOT 840.71) \ -
- /
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/LT I cf W
i 1h= 0:
\ (CLD STD 10.29) \ 10 LF OF CURB & GUT7
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GRATE INLET RIM REMOVE & REPLACE 40LF OF \ (CLD STD. 10.:
Lo 1 N (Ev.= 702.3 INV. Elf $" SS W/ 8" PC350 DIP. \
I UT= 699.87
TO IRE AIN TO BE REMOVED) C1 \
STA 3 +30.84 \
(� I PROP. DBL BRICK"­ \ CATCH BASIN o
I (CLD STD. 20.03) \ 44" MALE` - - -
1 =
TIE-EX. 15" RCP TO PROP: OBL CB
- _ GI�A,_,TE ELEV.= 702.32
10 1 I MA�QE IN6V�OUT= 699.87 w 1
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- - / PE MYRlL I 1 LLII ( 1 \ AR A-- °z EX SSMH o
LE I I f � =O -28 AP E RtM- ELEV.= 705.22
lid Ad�Eoo NV. IN- 69V-51-
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NV. OUT- 697.4=
\ AREA WMI V A to -
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- - - -
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- - -\ - - - 8" RCP LINE "B° PROP. 145 LF., OF 48" RCP LINE "B"
7
2' ROLL CURB
G G _
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(LINE 1" JAR MAPLE ° 5' EASEMENT OR EET PURPOSESEMOVE AND REPLACE 179 LF 0 RIM €6 €V 7 2.36- 3 3 z 3 / o I A EA PLANTED n
STA. 0 +00.00 (LINE "X ") I MB9 /PG177 \ (30") INV. IN 696.96 1 - 3 AREA /
VALLEY GUTTER (CLD STD 0.176) I 1 o Fri TED SEE SHEET U6� / 5' E SEMENT ¢R STREE URP „OBEs
PROP. BRICK OFFSET CATCH B 1N (15 ") INV. IN- 697.01 a EA FOR GAS LINE REMOVE 145 LF C EPE MYRTLE 3o MA 1
I INV. OUT 696.66 1 _A I M69 PG177 11 Iy.T,
(SEE DETAIL SHEET D9) \ 10 WIDE RESIDENTIAL REEMO AND RE; ` 1 m PROTEC11ON NOTE OF EXIST 30" RCP I \ , O AREA-1
_ TO BE REMOVED) m
GRATE ELEV.= 699.47 \ DRIVEWAY (TYPE (16 SY) _ PLACE _ ( I 1 / / 1 m / - "WIDE RESIDENTIAL m I o
(CLD STD. 10.27A) - - - - UTTER �J 6" MAPLE I ( PROTECT EX LIGHT POLE / - DRIVEWAY (TYPE, 1)(19- SY)
\ 10 WIDE RESIDENTIAL REMOV� AND REPLACE ) w� LT ` I 2s" MAPLE
CURB &GUTTER CLD STD 10.29 \ \ 6 20 LF OF URB & G, 0 29) 6„ MAC r 10' WIDE RESIDENTIAL B7 (CLD ,1�27A i I 1 wm
REMOVE AND REPLACE 20 LF OF O LD STD 1
(CLD ) DRIVEWAY (TYPE I)(16 SY) \176 LF OF 2' -0" C EPE MYRTLE / 1
/ \DRIVEWAY (TYPE 1)(19 SY) 3 kLlNE- "'A_")
O \ 18503610 S A 7 +68.02 (LINE ' A ") CLD STD. 10.27A) 66 \VALLEY GUTTER \ - _
5 \ \ PROP. BRICK OFFSET ( % " (CLD STD. 10.27A) (CL STD. 10.176) STA 01100Q>S LINE -Y")
MICHAEL
rR. G UBB AND WIFE, I CATCH BASIN STA 8 +04.10 (LINE A )= 5 ° \ PROP. BRICK OFFSET CATCH BASIN
18503677 \ \ I PROP. BRICK TRAFFIC \
A. EUGENE TINKER AND \ DB 772001PG 706 MB 9 1PG 179 I(SEE DETAIL- _SHEET 9 12' WIDE REBID SY) \ TIE PROP IL RCP TO PROP. CB 1
111 ) BEARING JUNCTION BOX \ DRIVEWAY (TYPE I)(�2 SY) (SEE DETAIL SHEET D9) 9' WIDE
WIFE, YVONNE S: TINKER \ - 4911 HARDWICKE RD. GRATE ELEV. =702 29 18503609 NCDOT STD. 840.34, 840.54 18503608 ESIDENTIAL
( ) MARK R. COUSAR AND \ (CLD STD. 10.27A) 5 9 GRATE ELEV.= 705.20
DB 58461PG 662 MB 9 1PG 17T I °� I GREGORY B. REYNOLDS AND SPOUSE, RIM ELEV= 702.36 \ DRIVEW Y
69a 4919 HARDWICKE RD.
WIFE, NANCY H. COUSAR \ V 18503607
\ \ _ ` I ANY W REYNOLDS DB 24805/Pb 925 TIE EX. 15" RCP TO PROP JB REMOVE AND REPLACE \ FREDERICK H. D. WEIDMAN 111 (TYPE 1)(16 SY \
\ I MB 9 /PG 179 DB 911- 7 9 \ 10 LF 9F CURB & GUTTER CLD STD. 1 .27A)W
PROP 15 LF OF 48' RCP \ \ 4901 HARDWICKE RD. \ \ MB 9 /PG 179 o AN� WIFE, BERNETTE Y. WEIDMAN ( \
\ \ �� 4827 HARDWICKE RD. (CLD STD. 10.29) DB 6617/ ,RG 589 MB 9 /PG 179 z \
FFE= 699.49 \ L G =699 3 \ LAG = 703.52 VENT-705.38 FFE= 701.12 VENT-699.51 LAG -7 0. 4 \ \ \ \ / I1\ LAG 05.03 LAG = 705.47 4819 l7 RDWIGKE RD. LAG =706. 8 v
\ \ \ \ w LAG- 707,01
\ \
AG-7W. $= 702.67 FFE= 704.33 LAG-70 � I \ /
\ \ FFE= 708.33 F
V T= 706.69 VENT = 706.76 � c�
VENT-705.24
\ \ z
- \
AA
FEE- 706.82 I \ \ \ w m
HORIZONTAL LOCATIONS ARE IN REFERENCE TO THE NORTH
CAROLINA STATE PLANE COORDINATE SYSTEM AS DEFINED
BY THE NORTH AMERICAN DATUM OF 1983 (NAD83).
ELEVATIONS ARE IN REFERENCE TO SEA LEVEL DATUM AS
DEFINED BY THE NORTH AMERICAN VERTICAL DATUM OF
1988 (NAVD 88).
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SEE SHEET U6
FOR PROPOSED UTILITY
NOTES AND SOFT DIG
INFORMATION
20' 0 20' 40'
HORIZONTAL SCALE: 1 " = 20'
4' 0 4' 8'
ALE: 1" = 4'
PRELIMINARY -
DO NOT USE
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ELEV.= 6 8.22
- _ - \ z A / tr / G G L G G G WU-=
STA 5 +65.35 LINE "A" L� - Ex CATCH BASIN 1 0 / P ANTED
(LINE 1" JAR MAPLE ° 5' EASEMENT OR EET PURPOSESEMOVE AND REPLACE 179 LF 0 RIM €6 €V 7 2.36- 3 3 z 3 / o I A EA PLANTED n
STA. 0 +00.00 (LINE "X ") I MB9 /PG177 \ (30") INV. IN 696.96 1 - 3 AREA /
VALLEY GUTTER (CLD STD 0.176) I 1 o Fri TED SEE SHEET U6� / 5' E SEMENT ¢R STREE URP „OBEs
PROP. BRICK OFFSET CATCH B 1N (15 ") INV. IN- 697.01 a EA FOR GAS LINE REMOVE 145 LF C EPE MYRTLE 3o MA 1
I INV. OUT 696.66 1 _A I M69 PG177 11 Iy.T,
(SEE DETAIL SHEET D9) \ 10 WIDE RESIDENTIAL REEMO AND RE; ` 1 m PROTEC11ON NOTE OF EXIST 30" RCP I \ , O AREA-1
_ TO BE REMOVED) m
GRATE ELEV.= 699.47 \ DRIVEWAY (TYPE (16 SY) _ PLACE _ ( I 1 / / 1 m / - "WIDE RESIDENTIAL m I o
(CLD STD. 10.27A) - - - - UTTER �J 6" MAPLE I ( PROTECT EX LIGHT POLE / - DRIVEWAY (TYPE, 1)(19- SY)
\ 10 WIDE RESIDENTIAL REMOV� AND REPLACE ) w� LT ` I 2s" MAPLE
CURB &GUTTER CLD STD 10.29 \ \ 6 20 LF OF URB & G, 0 29) 6„ MAC r 10' WIDE RESIDENTIAL B7 (CLD ,1�27A i I 1 wm
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(CLD ) DRIVEWAY (TYPE I)(16 SY) \176 LF OF 2' -0" C EPE MYRTLE / 1
/ \DRIVEWAY (TYPE 1)(19 SY) 3 kLlNE- "'A_")
O \ 18503610 S A 7 +68.02 (LINE ' A ") CLD STD. 10.27A) 66 \VALLEY GUTTER \ - _
5 \ \ PROP. BRICK OFFSET ( % " (CLD STD. 10.27A) (CL STD. 10.176) STA 01100Q>S LINE -Y")
MICHAEL
rR. G UBB AND WIFE, I CATCH BASIN STA 8 +04.10 (LINE A )= 5 ° \ PROP. BRICK OFFSET CATCH BASIN
18503677 \ \ I PROP. BRICK TRAFFIC \
A. EUGENE TINKER AND \ DB 772001PG 706 MB 9 1PG 179 I(SEE DETAIL- _SHEET 9 12' WIDE REBID SY) \ TIE PROP IL RCP TO PROP. CB 1
111 ) BEARING JUNCTION BOX \ DRIVEWAY (TYPE I)(�2 SY) (SEE DETAIL SHEET D9) 9' WIDE
WIFE, YVONNE S: TINKER \ - 4911 HARDWICKE RD. GRATE ELEV. =702 29 18503609 NCDOT STD. 840.34, 840.54 18503608 ESIDENTIAL
( ) MARK R. COUSAR AND \ (CLD STD. 10.27A) 5 9 GRATE ELEV.= 705.20
DB 58461PG 662 MB 9 1PG 17T I °� I GREGORY B. REYNOLDS AND SPOUSE, RIM ELEV= 702.36 \ DRIVEW Y
69a 4919 HARDWICKE RD.
WIFE, NANCY H. COUSAR \ V 18503607
\ \ _ ` I ANY W REYNOLDS DB 24805/Pb 925 TIE EX. 15" RCP TO PROP JB REMOVE AND REPLACE \ FREDERICK H. D. WEIDMAN 111 (TYPE 1)(16 SY \
\ I MB 9 /PG 179 DB 911- 7 9 \ 10 LF 9F CURB & GUTTER CLD STD. 1 .27A)W
PROP 15 LF OF 48' RCP \ \ 4901 HARDWICKE RD. \ \ MB 9 /PG 179 o AN� WIFE, BERNETTE Y. WEIDMAN ( \
\ \ �� 4827 HARDWICKE RD. (CLD STD. 10.29) DB 6617/ ,RG 589 MB 9 /PG 179 z \
FFE= 699.49 \ L G =699 3 \ LAG = 703.52 VENT-705.38 FFE= 701.12 VENT-699.51 LAG -7 0. 4 \ \ \ \ / I1\ LAG 05.03 LAG = 705.47 4819 l7 RDWIGKE RD. LAG =706. 8 v
\ \ \ \ w LAG- 707,01
\ \
AG-7W. $= 702.67 FFE= 704.33 LAG-70 � I \ /
\ \ FFE= 708.33 F
V T= 706.69 VENT = 706.76 � c�
VENT-705.24
\ \ z
- \
AA
FEE- 706.82 I \ \ \ w m
HORIZONTAL LOCATIONS ARE IN REFERENCE TO THE NORTH
CAROLINA STATE PLANE COORDINATE SYSTEM AS DEFINED
BY THE NORTH AMERICAN DATUM OF 1983 (NAD83).
ELEVATIONS ARE IN REFERENCE TO SEA LEVEL DATUM AS
DEFINED BY THE NORTH AMERICAN VERTICAL DATUM OF
1988 (NAVD 88).
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ELECTRIC CROSSING
SEE SHEET U6
FOR PROPOSED UTILITY
NOTES AND SOFT DIG
INFORMATION
20' 0 20' 40'
HORIZONTAL SCALE: 1 " = 20'
4' 0 4' 8'
ALE: 1" = 4'
PRELIMINARY -
DO NOT USE
FOR
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1850357 7 TED E. THOMPSON AND
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T1 WIFE, MARY STEWART DUFFY ` DB 58551PG 697 MB 9 1PG 227
\ DB 121641PC 288 MB 9 1PG 227 4800 HARDWICKE RD.
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DB 51851PG 731 MB 9 1PG 225 / MICHAEL W UPTON AND
I 4726 HARDWICKE RD. / SPOUSE, TAMMY L. UPTON
/ DB 214441PG 702 MB 9 1PG 225
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\ FFE= 715.05 / FFE= 717.59
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MAGN STA 0 +25.0F I OAK INV. I UT = 711.50
PROP. BRICK CATCH I BASIN
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TO BE REPLACED)-
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18503512
1850357 7 TED E. THOMPSON AND
SCOTT T DUFFY AND WIFE JOANNE B. THOMPSON
T1 WIFE, MARY STEWART DUFFY ` DB 58551PG 697 MB 9 1PG 227
\ DB 121641PC 288 MB 9 1PG 227 4800 HARDWICKE RD.
4870 HARDWICKE RD. FFE= 713.so
FFE= 713.75 \
AG �
'l
O 00 00
m - \
I wVT CCE Vow MATCHLINE STA. 0 +45
15" CEDAR /I SEE SHEET 22 \ REMOVE AND
J / REPLACE 10 LF
U
OF CURB & GU
1- / / I
13 +50
14 +00
14 +50
15 +00
/ \ wL =7,3.0 6� \ \�\ 00 � o A�0\ 7
/ O O
7850.3212
MARILYN N. SVENSON I 1850.321.3
DB 51851PG 731 MB 9 1PG 225 / MICHAEL W UPTON AND
I 4726 HARDWICKE RD. / SPOUSE, TAMMY L. UPTON
/ DB 214441PG 702 MB 9 1PG 225
4718 HARDWICKE RD.
\ FFE= 715.05 / FFE= 717.59
\000
730
725
00
LIJ
Li
(= 720
LIJ
LIJ
cn
715
710
705
700
695
15 +50
II\
I
1
9�
�I \ J
m LA
\ �\ T , REMO AND LACE
®A ` 10 LFJOF CURT GUTTER
STA 0 +24.87 (CLD TD. 10.29
\
PROP CATCH BASIN
\ (NCDOT STb, 840.01, 840.03) \ RE OVE 45
0 Z1 \ GRATE ELEV.= 714.79 OF 'XI 30" 7
MAGN STA 0 +25.0F I OAK INV. I UT = 711.50
PROP. BRICK CATCH I BASIN
(NCDOT STD. 840.01 04 03) 1 PLANTED �Q o
GRATE ELEV.= 71>�00 �1 w AREA z
\ INV. OUT = 708.0 o REMO AND REPLACE
\ I I° 10 LF OF CURB & GUTTER
n P (G D STD. 10.29) I m \ I
„W
6 W o W� -�6M
1 'MAPLE
_ 6 „W� "W
I
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6 20
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6 "W 6 "W �-
6 "W
6"W
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2' ROLL CURB
0_-
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W
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/
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a) L0 M I
HARDWICKE R
00
501 R/ W
PROPOSED
°�zO�(n
/ /�
� DRIVEWAY
(TYPE 1)(18 SY)
(CLD STD. 10.27A)
�
REMOVE AND REPLACE
cn
S SS y
SS
S� SS
10 LF OF CURB &
SS
/
SS
I /=�
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UTTERI CLDDSTD�-IO 29) N
LJJ
„ PROP. 208 LF,
OF 48 RCP (TO MATC�NE)
A N A 00
8" PC350 P.
3-
0 L, ®
REMOVE AND, REPLACE
>
SS
REMOVE 164 LF
SS
/ I
SS SS
PROP. 84
Ex SSMH W
RIM ELEV.= 712.1 z
W
PROP. 157 LF
OF EXIST. 30" RCP
LINE B
PROP. 1 LF OF 48" RCP
0;
8" PC30 DIP
OF 48" RCP
OF 48" RC
NV. IN= 706.39 J
NV. our= 704.39
v f
- - - - -
- -
- -
- -
s
O
/
30" RCPT
L
d
-
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O
i
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REMOVE AND EPLACE
n 0
10 LF OF CURB &
RELOCATE PRIMARY POLE BACK 10 FT
/
-
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20LF OF E 8" SS W
'4. o
SSGUTTER CLD STD. 10.29
8° CLAY
SS
/
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3-
0 L, ®
REMOVE AND, REPLACE
Q
SS
REMOVE 164 LF
z_ O
SS o SS -
i o
30LF OF EX. 8"�SS W/ N
PROP. 157 LF
OF EXIST. 30" RCP
J a o
PROP. 1 LF OF 48" RCP
8" PC30 DIP
OF 48" RCP
"B"
> 0 MATCHLINE
s
° WM W�
"MAPLE
u J G G G G G �G G G /G o i oo _
+ 15 MAGN I \ I G S"�86� G G f' -G G
0 11 PLANTED 3 3 I 77 m 6" MAPLE I / -
5' EASEMENT FOR STRE PURPOSES 3 :1 EX / 0 14" MAP
AREA / o MB9 /PG177 REMOVE AND REPLACE �\ c� PLANTED RIM ELEV.= 7440 I 3 3
196 L OF 2' -D" 18" MAPLE TED AREA I 30" INV. IN= 705.80 o , n a n - ` �- D�
/ AREA 18" INV. IN 706.10 I I PLANTC� 13 +42.86 (LINE" )= o o I 5' EASEMENT FOR STREET�PURPO E�
15" MAPLE VA�EY CURB o
A � �J& M AP E 30" INV. OUT= 705.60 AREA STA 0 +00.00 (LINE Z) � \ � z M89/PG177 PLANTED (CLD S 10.17B) (TO BE REMOVED) / PROP. BRICK OFFSET _ - - 1
AR V ALANTE I ® m lII / _ < < / STA 14 +99.43 (LINE "®
~ / I (SEE( DETAIL ,SHEET 9) G I O A / STA 0 +00.00 LINE "AA
24" PINE \ \\ STA 12 +58.74 (LINE "A-)- GRATE ELE .= 711.96
Q 10' RESIDENTIAL DRIVEWAY a-I „ m I PRESET E� . SIGN PROP. BRICK OFFSET CATCH BASIN
REM VE A REPLACE / STA 0 +00.00 (LINE D) /
W (TYPE 1)(14 SY)(CLD STD. 0.27A) (SEE DETAIL SHEET 9)
38 PLE 10 LF OF CUR & GUTTER / PROP. BRICK OFFSET j REMOVE AND REPLACE 21' RESIDENTIAL DRIVEWAY GRATE ELEV.= 715.00
z � Q ; (CLD TD. 10.29) / / CATCH BASIN / 60 LF OF 2' -0" VALLEY (TYPE 1)(31 SY) / ,
J 18503606 r TIE EX. 18 RCP TO ROP CB GUTTER (CLD STD./ 10.17B) O CLD STD. 10.27A) i l 15 RESIDENTIAL DRI WAY
\ 18503605 GRATE ELEV.= 710.40 / 6 3 (CLD I 22 SY
= ROBERT C. HANDS AND I / RE OVE AND REPLACE ( )(
WIFE, NANCY R. ANES \ JAMES WALTER ROBINSON AND 18503604 (SEE DETAIL SHEET DO) 0 / (CLD STD.-1�7A)
U H \ WIFE, CAROL YN ELLIS ROBINSON I THOMAS S. ROGERS, 111 AND m / 78503603 / 14 LF OF 2' -0" VALLEY 78503602
DB 4362/PG 537 MB P /PG 779 / l MARK M. D'AMICO AND
DB 4247 PG 661 MB 9 PG 779 GUTTER CLD STD. 10.17
Q 4877 HARDWICKE RD. � / / I WIFE, JANINE H. ROGERS l WIFE,. LEIGH D'AMICO ( � �) RAMELLE C. STEVENS
\ 4807 HARDWICKE RD. LAC= 710.21 I DB 8592 PG 88.3 MB 9 PG 177 Lac = 711.72 LAG= 14.81
LAG-7011,16 LAG-709.53 I / / 1 DAB 250251PG 917 MB 9 /PG 177 LAG-716.90 DB 178601PG 893 MB 9 1PG 177
XX
\ LAG = 708.82 47.3.3 HARDWICKE RD. 4777 HARDWICKE RD.
LAC= 713.21 / 4725 HARDWICKE LA
0
X
POLE NUMBER 15 +15 RT
C
FFE=
709.93
VENT = 706.38
\77 \ UTILITY OWNER DUKE ENERGY \ UTILITY OWNER DUKE ENERGY
` 00 V7\77 \�\
VENT-709.67 V
VENT = 709.54 FFE= 711.26
DESCRIPTION LIGHT POLE FFE= 716.21 VENT-714.59 \ DESCRIPTION PRIMARY POLE
EX
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- 717.66 / LAG-718.34
1 W
0
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w
0
r
G
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z_
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HORIZONTAL LOCATIONS ARE IN REFERENCE TO
THE NORTH CAROLINA STATE PLANE
COORDINATE SYSTEM AS DEFINED BY THE
NORTH AMERICAN DATUM OF 1983 (NAD83).
ELEVATIONS ARE IN REFERENCE TO SEA LEVEL
DATUM AS DEFINED BY THE NORTH AMERICAN
VERTICAL DATUM OF 1988 (NAVD 88).
SEE SHEET D7 FOR
PROPOSED ASPHALT
RESURFACING
WARNING:
OVERHEAD
ELECTRIC CROSSING
SEE SHEET U6
FOR PROPOSED UTILITY
NOTES AND SOFT DIG
INFORMATION
20' 0 20' 40'
HORIZONTAL SCALE: 1 " = 20'
d, n 4, 8,
ALE: 1" = 4'
Em
F+�I
Qj
G�
a
C
22
V°
POLE NUMBER 13 +15 RT
POLE NUMBER 15 +15 RT
C
'
ATTACHMENTS ]DUKE ENERGY TIME WARNER
ATTACHMENTS ]DUKE ENERGY ❑X TIME WARNER
;:F
AT &T OTHER
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o
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O
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I m00)
RELOCATE LIGHT POLE 6' BEHIND EX, POL E.
m
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RELOCATE PRIMARY POLE BACK 10 FT
REMARKS MAPLE TO BE TRIMMED BY DUKE AS NEEDED
REMARKS
N¢
EX
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GUTT (CLD STD 10.176)
- 717.66 / LAG-718.34
1 W
0
w w \
w
0
r
G
'Q
z_
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U
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HORIZONTAL LOCATIONS ARE IN REFERENCE TO
THE NORTH CAROLINA STATE PLANE
COORDINATE SYSTEM AS DEFINED BY THE
NORTH AMERICAN DATUM OF 1983 (NAD83).
ELEVATIONS ARE IN REFERENCE TO SEA LEVEL
DATUM AS DEFINED BY THE NORTH AMERICAN
VERTICAL DATUM OF 1988 (NAVD 88).
SEE SHEET D7 FOR
PROPOSED ASPHALT
RESURFACING
WARNING:
OVERHEAD
ELECTRIC CROSSING
SEE SHEET U6
FOR PROPOSED UTILITY
NOTES AND SOFT DIG
INFORMATION
20' 0 20' 40'
HORIZONTAL SCALE: 1 " = 20'
d, n 4, 8,
ALE: 1" = 4'
Em
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73C
725
72C
715
71C
705
700
15 +50
ev
16 +00
V1
36"'''oA �
a O
R RELOCATED OH
ELECTRIC �o
a PLA
AREA \
REMOVE AND REPLACE 118 LF OF 2' -0 "­`�N 6,.-,
VALLEY GUTTER (CLD STD- 10.17B)
- RESET EX. SIGN
REMOVE AND REPLACE 10 LF
L .6 L =ova \OF CURB & GUTTER 4
(CLD STD 10.29)
ST
PROP. BRICK CATC
\(NCDOT STD 840.01,
_ _GRATE ELEV,
e
18503601
CHARLES FRANKLIN ROBINSON AND
DENNA SIDALE T ROBINSO
DB 29661PG 283 MB 9/P 7
4714 GA YNOR R
\ �YO�TRA S OTII N„�
-6 "GU k
16 +50
17 +00
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16 LF OF �jVALLE
GUTTER-S=. 10.178)
3„ PEAR
�F
17 +50 18 +00 18 +50 19 +00
� \ g'9LL= (�Op4�2My?JO
APPROXIMATE \ FFE12 850 3216
USED IN HYDRAFLOW SS TILLMAN AND WIFE GLORIA 0.
EN =3AG_ 47 DB 27261PG 416 MB 9 1PG 2
_ \ \ 4678 GAYNOR RD. EN
� EX YARD INLET F E)6'
/ \ \ R %ELEV.= 716.06 \\ \ 717.12 REMOVE AND REPLACE
J \ FULL of EBRIS UNABLE
- - I-9 - - ro OBTAIN INVERT 77 LF OF 2'-O"\ VALLEY
BRICK PATIO /TO REMAIN) \\ `\\°�� GUTTER (CLD STD10•\\17B)
O
I < REMOVE AND REPLACE \\ PLANTED AREA /
AREA
/ 10 LF OF CURB \c GUTTER \
(CLD STD 1629) \ ❑
185032 5 f q / \
DRU BAKER A D FE, LISy� <P \ REMOVE 25 LF \ \ \��
MARLO BAKER o bF EXIST. 30 RC
?68 PG 99 MB 9 PG 225 (� \\ EX c H �
" PLA TED gjM!EL V.
?71
70 HARDWIGKE RD, PI<UG 30 RCP AREA \ 6� INV 714.4
�� I (NCDOT) S'TD 840.71) 38" OAS N �T- 71
/" (TO REMAI
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I
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\ I I \ I 24" MMAPE RE D REPLAC - 3z � > L F \ � o
LAG ,4720.32
P/ R
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/
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F. 30" RCP WI o / j / `110.178 )� c,S RCS
/ABLE FILL 6 C 10" BOG 0
/ 6 (3 �� N M
PANTED
JAREA 6 i / / GCN/ 0 /
24" MAPLE
O �� /�i i �„ t Ole M ELEV 7 .10 \
20LF OF / `u_ I SS / E (S) 1 = 713.
IATERM ��� N= ?13.00
360 DIN � G INV. = 713.95
0
/ / OUT= 712.35
�� Q • s`' / / GT E REMOVED)
„RP�
� S / � / ' � M
� AND REPLACE
20 LF r URB & GUTTER
00 15 , V r {� -,�� - 1o' &1`2" MACN D STD 10.29)
4TEf"N kcA�6 SS Q� °e 2p5 - QR °Q' y` / / / ti MAGN / EX JUNCTION BOX
WEIR ELEV.= 716.86
CONCRETE CAP
REMOVE/ AND F'LACE 54 SY OF INVERTS UNOBTAINABLE
5", GN 5' C0NC. SIDE LK EST. INV.= 714.14
X11" MAC. (CLD STD 10.2 (TO REMAIN)
o�c PROTECT i
o GAS MAIN
/ /e /1 AR ��
2° MACH V O
PRO EX. TO O� �SHARDW00 30" POPLAR
/ ti °� GUY POLE ��
OAF - - AND GUY WIRE Y
E 5 iA4WOOD 1 2" HA DWOOD 5"
IH OG x UTILITY OWNER DUKE ENERGY
-V.= 718.87 DWOOD
-� 709.33 PR P. ACC RAMP DO 1 ' TRANSITION FROM 2'i6" CURB
\\
IT�7o9.21C, L S' 10.32 A& o I GUTTER TO 2' -0" VALLEY
%\ \ \ G TTER DESCRIPTION PRIMARY POLE
/ � "CHEERY D G
p MIAPLE REMOVE AND REPLACE 5 LF POLE NUMBER
N \ swEE OF 2' -6" CURB & GUTTER
1 OAK (NCDOT STD 846.01) ATTACHMENTS [K]DUKE ENERGY
W -PLE
❑ AT &T
EX CATCH BASIN I CDOT
RIM ELEV.= 718.28 MA �V E] NV. OUT= 714.63
`DOG OE TO E REMOVED PROPOSED
(TO REMAIN) \ (BY DU E) GRADE 0 FT. CUT
REMOVE AND REPLACE
6 LF OF 2' -6" ��F�� RELOCATE PRIMARY
\C RB & GUTTER \ \ OAK
4" &5" oc REMARKS PLANTING STRIP
� (NC\DQT STD 846.01) �
19 +50 20 +00 20 +50
-SEE St!EET`4i*6RSIDEWALK DESIGN -
f �
�P
\\ STA 19 +43.37 OF EX. 30" RCP\
\ PROP. BRICK CATCH BASIN NTH 24" HDPE
\ TIE EX. 15" AND 30" RCP (FROM SDMH TO -
\\ PARCEL 67 NOTES:
TO PROP. CB MATCHLII�IE/� 1. CONTRACTOR TO PROVIDE ACCESS TO ONE OF THE TWO
\ s° (NCDOT STD 840.01, 840.03) ��/ DRIVEWAYS AT ALL TIMES.
\\ �� GRATE ELEV.= 717.96 2. TCE IN THE PARKING LOT IS FOR ACCESS TO PIPE FOR
/% 24" OA SLIPLINING PURPOSES ONLY. DO NOT STORE EQUIPMENT OR
\ \o / / O j MATERIALS IN THE PARKING LOT.
0%�'9/
\ \751 12 E MAP f
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o
JNAPLE/
\\ ASPHALT PARKING
1 0ft1 D
18503707
UIW�ARIAAI CHURCH OF CHARLOTTE, INC: '
/ \ DB 74661PC 762
\ \234 N. SHARON AMITY RD.
1INLET
71 �
716/ 71
71.73
714. $,4
MAIN)
/
20 0 20 40
HORIZONTAL SCALE: 1 " = 20'
4' 0 4' 8'
VERTICAL SCALE: 1 " = 4'
735
730
725
720
715
E�
G�
a
710
z
0
a
s
705
700
21+00 Cj
EyVSDM RIM'
AV. IN= 1116.57
INIv,�OWF 716.55/
(T"EVALN)'
/ 1 E VAI T U6 /
/ MAID A SPHALT BRIVL
PON/ /
S��°JA 00 33,02 _kLiNE "BB ") /
/PROPyBRICK CATCH -BASINL-
_ (NCDOT STD 840.01, 840.03)
A46 LLF / 1'8" INV. OUT = 714.33
VALLEY 15" EX. INV. IN= 715.61
O TIE EX. 15" RCP / 1
10176 INTO PROP. CB
GRATE ELEV.= 719.81 18563C99
C01NOR ARMS
CONDOMINIUM
'I E "" ") / / APARTN TS
A FIC B) / DB 77 /P 6 6
\
0 BOX 4527 Gf YN R RD.
,34, 840.54)
HORIZONTAL LOCATIONS ARE IN REFERENCE TO THE NORTH
CAROLINA STATE PLANE COORDINATE SYSTEM AS DEFINED
BY THE NORTH AMERICAN DATUM OF 1983 (NAD83).
ELEVATIONS ARE IN REFERENCE TO SEA LEVEL DATUM AS
DEFINED BY THE NORTH AMERICAN VERTICAL DATUM OF
1988 (NAVD 88).
PRELIMINARY -
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- RESET EX. SIGN
REMOVE AND REPLACE 10 LF
L .6 L =ova \OF CURB & GUTTER 4
(CLD STD 10.29)
ST
PROP. BRICK CATC
\(NCDOT STD 840.01,
_ _GRATE ELEV,
e
18503601
CHARLES FRANKLIN ROBINSON AND
DENNA SIDALE T ROBINSO
DB 29661PG 283 MB 9/P 7
4714 GA YNOR R
\ �YO�TRA S OTII N„�
-6 "GU k
16 +50
17 +00
f[GMVVG P%NLJ RGr L/r4C/G ��� ��`/• -/ ��/
T S'
16 LF OF �jVALLE
GUTTER-S=. 10.178)
3„ PEAR
�F
17 +50 18 +00 18 +50 19 +00
� \ g'9LL= (�Op4�2My?JO
APPROXIMATE \ FFE12 850 3216
USED IN HYDRAFLOW SS TILLMAN AND WIFE GLORIA 0.
EN =3AG_ 47 DB 27261PG 416 MB 9 1PG 2
_ \ \ 4678 GAYNOR RD. EN
� EX YARD INLET F E)6'
/ \ \ R %ELEV.= 716.06 \\ \ 717.12 REMOVE AND REPLACE
J \ FULL of EBRIS UNABLE
- - I-9 - - ro OBTAIN INVERT 77 LF OF 2'-O"\ VALLEY
BRICK PATIO /TO REMAIN) \\ `\\°�� GUTTER (CLD STD10•\\17B)
O
I < REMOVE AND REPLACE \\ PLANTED AREA /
AREA
/ 10 LF OF CURB \c GUTTER \
(CLD STD 1629) \ ❑
185032 5 f q / \
DRU BAKER A D FE, LISy� <P \ REMOVE 25 LF \ \ \��
MARLO BAKER o bF EXIST. 30 RC
?68 PG 99 MB 9 PG 225 (� \\ EX c H �
" PLA TED gjM!EL V.
?71
70 HARDWIGKE RD, PI<UG 30 RCP AREA \ 6� INV 714.4
�� I (NCDOT) S'TD 840.71) 38" OAS N �T- 71
/" (TO REMAI
I 126' CONC. ,RESIDENTI7�
I
-,,'DRIVEWAY (TYPE 1)
\(32SY)(10.27A) �'�/ // \\ \mss°
I
\ I I \ I 24" MMAPE RE D REPLAC - 3z � > L F \ � o
LAG ,4720.32
P/ R
°G P .
/
O \
G� / x
JDON 19� LF OF OF 2' -0" VALL "Doc
F. 30" RCP WI o / j / `110.178 )� c,S RCS
/ABLE FILL 6 C 10" BOG 0
/ 6 (3 �� N M
PANTED
JAREA 6 i / / GCN/ 0 /
24" MAPLE
O �� /�i i �„ t Ole M ELEV 7 .10 \
20LF OF / `u_ I SS / E (S) 1 = 713.
IATERM ��� N= ?13.00
360 DIN � G INV. = 713.95
0
/ / OUT= 712.35
�� Q • s`' / / GT E REMOVED)
„RP�
� S / � / ' � M
� AND REPLACE
20 LF r URB & GUTTER
00 15 , V r {� -,�� - 1o' &1`2" MACN D STD 10.29)
4TEf"N kcA�6 SS Q� °e 2p5 - QR °Q' y` / / / ti MAGN / EX JUNCTION BOX
WEIR ELEV.= 716.86
CONCRETE CAP
REMOVE/ AND F'LACE 54 SY OF INVERTS UNOBTAINABLE
5", GN 5' C0NC. SIDE LK EST. INV.= 714.14
X11" MAC. (CLD STD 10.2 (TO REMAIN)
o�c PROTECT i
o GAS MAIN
/ /e /1 AR ��
2° MACH V O
PRO EX. TO O� �SHARDW00 30" POPLAR
/ ti °� GUY POLE ��
OAF - - AND GUY WIRE Y
E 5 iA4WOOD 1 2" HA DWOOD 5"
IH OG x UTILITY OWNER DUKE ENERGY
-V.= 718.87 DWOOD
-� 709.33 PR P. ACC RAMP DO 1 ' TRANSITION FROM 2'i6" CURB
\\
IT�7o9.21C, L S' 10.32 A& o I GUTTER TO 2' -0" VALLEY
%\ \ \ G TTER DESCRIPTION PRIMARY POLE
/ � "CHEERY D G
p MIAPLE REMOVE AND REPLACE 5 LF POLE NUMBER
N \ swEE OF 2' -6" CURB & GUTTER
1 OAK (NCDOT STD 846.01) ATTACHMENTS [K]DUKE ENERGY
W -PLE
❑ AT &T
EX CATCH BASIN I CDOT
RIM ELEV.= 718.28 MA �V E] NV. OUT= 714.63
`DOG OE TO E REMOVED PROPOSED
(TO REMAIN) \ (BY DU E) GRADE 0 FT. CUT
REMOVE AND REPLACE
6 LF OF 2' -6" ��F�� RELOCATE PRIMARY
\C RB & GUTTER \ \ OAK
4" &5" oc REMARKS PLANTING STRIP
� (NC\DQT STD 846.01) �
19 +50 20 +00 20 +50
-SEE St!EET`4i*6RSIDEWALK DESIGN -
f �
�P
\\ STA 19 +43.37 OF EX. 30" RCP\
\ PROP. BRICK CATCH BASIN NTH 24" HDPE
\ TIE EX. 15" AND 30" RCP (FROM SDMH TO -
\\ PARCEL 67 NOTES:
TO PROP. CB MATCHLII�IE/� 1. CONTRACTOR TO PROVIDE ACCESS TO ONE OF THE TWO
\ s° (NCDOT STD 840.01, 840.03) ��/ DRIVEWAYS AT ALL TIMES.
\\ �� GRATE ELEV.= 717.96 2. TCE IN THE PARKING LOT IS FOR ACCESS TO PIPE FOR
/% 24" OA SLIPLINING PURPOSES ONLY. DO NOT STORE EQUIPMENT OR
\ \o / / O j MATERIALS IN THE PARKING LOT.
0%�'9/
\ \751 12 E MAP f
�i
o
JNAPLE/
\\ ASPHALT PARKING
1 0ft1 D
18503707
UIW�ARIAAI CHURCH OF CHARLOTTE, INC: '
/ \ DB 74661PC 762
\ \234 N. SHARON AMITY RD.
1INLET
71 �
716/ 71
71.73
714. $,4
MAIN)
/
20 0 20 40
HORIZONTAL SCALE: 1 " = 20'
4' 0 4' 8'
VERTICAL SCALE: 1 " = 4'
735
730
725
720
715
E�
G�
a
710
z
0
a
s
705
700
21+00 Cj
EyVSDM RIM'
AV. IN= 1116.57
INIv,�OWF 716.55/
(T"EVALN)'
/ 1 E VAI T U6 /
/ MAID A SPHALT BRIVL
PON/ /
S��°JA 00 33,02 _kLiNE "BB ") /
/PROPyBRICK CATCH -BASINL-
_ (NCDOT STD 840.01, 840.03)
A46 LLF / 1'8" INV. OUT = 714.33
VALLEY 15" EX. INV. IN= 715.61
O TIE EX. 15" RCP / 1
10176 INTO PROP. CB
GRATE ELEV.= 719.81 18563C99
C01NOR ARMS
CONDOMINIUM
'I E "" ") / / APARTN TS
A FIC B) / DB 77 /P 6 6
\
0 BOX 4527 Gf YN R RD.
,34, 840.54)
HORIZONTAL LOCATIONS ARE IN REFERENCE TO THE NORTH
CAROLINA STATE PLANE COORDINATE SYSTEM AS DEFINED
BY THE NORTH AMERICAN DATUM OF 1983 (NAD83).
ELEVATIONS ARE IN REFERENCE TO SEA LEVEL DATUM AS
DEFINED BY THE NORTH AMERICAN VERTICAL DATUM OF
1988 (NAVD 88).
PRELIMINARY -
00 NOT USE
FOR
CONSTRUCTION
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21+50 22 +00 22 +50 23 +00 23 +50 24 +00 24 +50 25 +00
e
in � �
/ L -(L ASPHALT PARK11 Te S
e / :,A
II
e
PROTECT 6114DERGROUND
1 � ICI ELECTRIC
Ac� a
m / \
PROTECT o z I / 0 - -- -
STA 23 +66.16 EX. CARPORT m /
PROP. BRICK TRAFFIC DURING \mzC o N coNC s/w
BEARING JUNCTION BOX CONSTRUCTION m �' RI SDMH 71 �� m L� D (D RIM ELEV. 727.60
(NCDOT STD. 840,34, 840.54) 0 c I (�') INV IN- 721.85
I
RIM ELEV= 727.51 ASPHALT I.L. B18 \ \ (3o ")11v�IN= 721.70
�, PARKING 24 +79 88 INV OUT= 77fi.6$LZ� _
REMOVE AND REPLACE 4 LOT / I I -
9I I PROP. TRAFFIC I � N (TO REMAIN)
CONCRETE PAD (50 SY) I 1
m BEARING DROP INLET /
(CLD STD 10.22) I I w a WATER VAULT
0 o GRATE ELEV.= 726.66
PROTECT UNDERGROUND ELECTRIC � e em I cn w � �
AND HVAC CONDUITS DURING Z 0- o (D �� (NCDOT STD. 840.35)
CONSTRUCTION °' SDE SD, / PLUG 30" RCP IW
\ REMOVE AND REPLACE (NCDOT 840.71) N
ASPHALT PARKING LOT o �
/ (544 SY) TO MATCHLINE
18503C99 CnO 96 LF OF EX. 30" RCP
CAYNOR ARMS CONDOMINIUM "P. 55 F 42" RCP o TO BE ABANDONED WITH N OED OE OE -
APARTMENTS 1 N \ O 18 CY OF FLOWABLE EXIST. 24 CAST IRON
UNIT OWNERSHIP FILE #1 18503107 FILL I WATER MAIN
DB 77221PG 696 I C ° DE SDE �\ TMV PARTNERS ON SHARON AMITY ROAD, LLC � I (APPROX. LOCATION) co
4527 GA YNOR RD.
I I DB 14715 PG 780 I EXIST. 4" STEEL
APPRX. LOCATION OF HOLE (ON TARGET 07- 26 -12) p 7 1 00 1 100 N. SHARON AMITY RD. I I GAS MAIN
co W BLACK STEEL TOP DEPTH FROM SURFACE - 12" ® I I (AP ROX. LOCATION) I
4" BLACK STEEL BOTTOM DEPTH FROM SURFACE - 16 XJT - - - IC STA 24 +21.18
OWNER: DUKE POWER\ wALL Hvnc PROP. TRAFFIC PLUG 30" RCP
- - - i w / BEARING DROP INLET (NCDOT 840.71) I -
I— APPRX. LOCATION OF HOLE (ON TARGET 07- 26 -12) GRATE ELEV= 725.66 - � _ EXIST. 4 -4"
1" POWER TOP DEPTH FROM SURFACE = 12 I / RESET 25 LF OF 5' NOTE: EASEMENT AREA FOR ACCESS GREY PVC _ L _j
W "POWER BOTTOM DEPTH FROM SURFACE = 16 / d (NCDOT STD. 840.35) �� PHONE DUCT LLJ OWNER: DUKE POWER 1 WROUGHT IRON FENCE TO STORM DRAINAGE PIPE TO PERFORM I (AP�ox. I�
/ SLIP LINING OPERATIONS. CONTRACTOR ) Q Q
STA 22 +65. 4 - Ex STEPS I Locano
= PROP. BRICK TRAFFIC N SHALL NOT STORE EQUIPMENT AND I ��
U) BEARING JUNCTION BOX 14 MATERIALS HERE. I1 ° i II I
o
(NCDOT STD. 840,34, 840.54) o
EXIST. 8" CAST IRON \ I
W RIM ELEV -726. 0 / � w I I 0
EX SDMH I T WATER MAIN
�� O o 11 EX STEPS RIM ELEV= 728.73 / I I (APPROX. LOCATION)
\ L INV = 720.90
EMOVE-AND REPLACE- - 1 TO REMAIN P (TO REMAIN) o I II CO I I
ASPHALT PARKING LOT - - - - - I 1 / ASPHALT PARK NG�L Cl
- - - - - - (593 SY) TO MATCHLINE m ~ °'
a x PROTECT, EX. CARPORT \ �\ a'� Gwo I I (n hI
- - - - - - - - - - O +EZ 'b'1S \ I/ DURING CONSTRUCTION L - - - - - G -7z . 1 -I o _N
/ �° °
CONC S W w _ o EX GRATE INLETV IQI
Z �o / RIM ELEV.= 723.10
Q, NV. OUT= 720.20
N - - N \ X26 �o \ (TO REMAIN) ��� R RcP (T REM
O zo \ � - - - - 30= -
_ O e m rn 36" OAK -
_ e e e _ h
IO � � - �• P CpN�. PADS `� � PHA
m - - E LT DR I I
— 4
SDE - SDE N SDE SIDE SDE - — -6" sT .CURB — _ -- _� OE OFD oo OE
/n
N ASPHALT PARKING LOT / / J / / / \ _ BOLLARD o WOOD OGWODD ° I I
EX SDMH & EX ROP INLE I,° I M
RIM ELEV.= 724.0 -- LA - 726.83
(12 ") INV. IN= 719.76 RIM ELE 723.9
PROP. 115 LF OF 42 RCP
HOLE IN AsPH / / c °) INV. IN= 719.7 V, N 720 0 \ I o I
LINE "B" / ✓ OUT= 719.71 NV 0 T= 720 nr D," HDLLY
J (TO MATCHLINE) / (TO REMAIN 18503706 1 I
(TO REMAIN) WILLIAM A. ROORK AND WIFE, SANDRA I N
P S. ROORK
0 SDE SDE - - �D� - SDE _ _ �- - - - - J� I ��% \ DB 7681 PC 208 1 I m
_SDE SDE Q- �� I N
� _ - - / � - D. � � I
Q \ 24" OA - - - - - - - - - - - - - - - - - - _ _ i GQ `/ / EX JUNCTION BOX \ e o I � I
- -�4" EAS - - - - _ �f „ -( -�yq / / RIM ELEV.= 723.09 O� Lr
- 10" OAK - 6AK- NV. IN= 719.04 V I�
-- - -- _ - -- - - - - - - - - \ / / NV OUT= 718.99 \ ASPHALT PARK o O� I
- - - 6 - e - - _- --� _ = Ex. s' BRICK WALL - - - - - (TO REMAIN) \ \
- -
1 - � o �q, �� o - - - 6" OAK REPE MYRTLES \ ASPHALT DR/ ,n
��,, OAK U - - - - - -- - -- _ PINS Y
- -- f -' _r 30' RCP - - -- -- /K - CR€PEJuYRTLE
4 OA
PARCEL 67 N�TES�R' ��c� REPE MYRTLES - - - UT UT
- - SLiPGNE 161 LF OF EX. 30° 1. CONTRACTOR TO PROVIDE ACCESS TO ONE OF THE
RCP WITH 24" HDPE. DRIVEWAYS AT ALL TIMES. 18503701
ASPHALT PARKING LOT 2. TCE IN THE PARKING LOT JS FOR ACCESS T PIPE FOR UNITARIAN CHURCH OF CHARLOTTE INC.
FROM MATCHLINE TO JB �
SLIPLINING PURPOSES ONLY. DO NQT STORE E UIPMENT OR DB 746EIPG 762
e e e e e " ALSeIN THF PARKIN LOT. p� _
S i I 234 N. SHARON AMITY RD.
Ex GRATE INLET
RIM ELEV.= 717 -02 / 1 5' VERTU
INV. OUT= 715 -12 CU�B� 0
0 735
Lo
Lo
N
Q 0 730
(n N
Lj F-
zW
J LLJ
U (n 725
i— LLJ
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720
715
710
25 +50
HORIZONTAL LOCATIONS ARE IN REFERENCE TO THE NORTH
CAROLINA STATE PLANE COORDINATE SYSTEM AS DEFINED
BY THE NORTH AMERICAN DATUM OF 1983 (NAD83).
ELEVATIONS ARE IN REFERENCE TO SEA LEVEL DATUM AS
DEFINED BY THE NORTH AMERICAN VERTICAL DATUM OF
1988 (NAVD 88).
WARNING:
OVERHEAD &UNDERGROUND
ELECTRIC CROSSING
SEE SHEET U6
FOR PROPOSED UTILITY
NOTES AND SOFT DIG
INFORMATION
CONTAINS SENSITIVE
UTILITY INFORMA TION
N 20' 0 20' 40'
HORIZONTAL SCALE: 1 " = 20'
4' 0 4' 8'
VERTICAL SCALE: 1 " = 4'
PRELIMINARY -
DO NOT USE
FOR
CONSTRUCTION
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DERGROUND
CTRIC
(L)CATION
APPROX)
OP. 71 LF OF 42" RCP ® 0.62%
09
" ° RCe 0.80%
(110 MATCHLINE)
PROP. 55 LF OF 42"
RCP ® 0.49%
59 LF
PROP. 10D
LF OF 42" RCP 0 1.11%
11-9 F OF
42" RCP ® 1.6379'
PROP.
(TO MATCHLINE)
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e
in � �
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e / :,A
II
e
PROTECT 6114DERGROUND
1 � ICI ELECTRIC
Ac� a
m / \
PROTECT o z I / 0 - -- -
STA 23 +66.16 EX. CARPORT m /
PROP. BRICK TRAFFIC DURING \mzC o N coNC s/w
BEARING JUNCTION BOX CONSTRUCTION m �' RI SDMH 71 �� m L� D (D RIM ELEV. 727.60
(NCDOT STD. 840,34, 840.54) 0 c I (�') INV IN- 721.85
I
RIM ELEV= 727.51 ASPHALT I.L. B18 \ \ (3o ")11v�IN= 721.70
�, PARKING 24 +79 88 INV OUT= 77fi.6$LZ� _
REMOVE AND REPLACE 4 LOT / I I -
9I I PROP. TRAFFIC I � N (TO REMAIN)
CONCRETE PAD (50 SY) I 1
m BEARING DROP INLET /
(CLD STD 10.22) I I w a WATER VAULT
0 o GRATE ELEV.= 726.66
PROTECT UNDERGROUND ELECTRIC � e em I cn w � �
AND HVAC CONDUITS DURING Z 0- o (D �� (NCDOT STD. 840.35)
CONSTRUCTION °' SDE SD, / PLUG 30" RCP IW
\ REMOVE AND REPLACE (NCDOT 840.71) N
ASPHALT PARKING LOT o �
/ (544 SY) TO MATCHLINE
18503C99 CnO 96 LF OF EX. 30" RCP
CAYNOR ARMS CONDOMINIUM "P. 55 F 42" RCP o TO BE ABANDONED WITH N OED OE OE -
APARTMENTS 1 N \ O 18 CY OF FLOWABLE EXIST. 24 CAST IRON
UNIT OWNERSHIP FILE #1 18503107 FILL I WATER MAIN
DB 77221PG 696 I C ° DE SDE �\ TMV PARTNERS ON SHARON AMITY ROAD, LLC � I (APPROX. LOCATION) co
4527 GA YNOR RD.
I I DB 14715 PG 780 I EXIST. 4" STEEL
APPRX. LOCATION OF HOLE (ON TARGET 07- 26 -12) p 7 1 00 1 100 N. SHARON AMITY RD. I I GAS MAIN
co W BLACK STEEL TOP DEPTH FROM SURFACE - 12" ® I I (AP ROX. LOCATION) I
4" BLACK STEEL BOTTOM DEPTH FROM SURFACE - 16 XJT - - - IC STA 24 +21.18
OWNER: DUKE POWER\ wALL Hvnc PROP. TRAFFIC PLUG 30" RCP
- - - i w / BEARING DROP INLET (NCDOT 840.71) I -
I— APPRX. LOCATION OF HOLE (ON TARGET 07- 26 -12) GRATE ELEV= 725.66 - � _ EXIST. 4 -4"
1" POWER TOP DEPTH FROM SURFACE = 12 I / RESET 25 LF OF 5' NOTE: EASEMENT AREA FOR ACCESS GREY PVC _ L _j
W "POWER BOTTOM DEPTH FROM SURFACE = 16 / d (NCDOT STD. 840.35) �� PHONE DUCT LLJ OWNER: DUKE POWER 1 WROUGHT IRON FENCE TO STORM DRAINAGE PIPE TO PERFORM I (AP�ox. I�
/ SLIP LINING OPERATIONS. CONTRACTOR ) Q Q
STA 22 +65. 4 - Ex STEPS I Locano
= PROP. BRICK TRAFFIC N SHALL NOT STORE EQUIPMENT AND I ��
U) BEARING JUNCTION BOX 14 MATERIALS HERE. I1 ° i II I
o
(NCDOT STD. 840,34, 840.54) o
EXIST. 8" CAST IRON \ I
W RIM ELEV -726. 0 / � w I I 0
EX SDMH I T WATER MAIN
�� O o 11 EX STEPS RIM ELEV= 728.73 / I I (APPROX. LOCATION)
\ L INV = 720.90
EMOVE-AND REPLACE- - 1 TO REMAIN P (TO REMAIN) o I II CO I I
ASPHALT PARKING LOT - - - - - I 1 / ASPHALT PARK NG�L Cl
- - - - - - (593 SY) TO MATCHLINE m ~ °'
a x PROTECT, EX. CARPORT \ �\ a'� Gwo I I (n hI
- - - - - - - - - - O +EZ 'b'1S \ I/ DURING CONSTRUCTION L - - - - - G -7z . 1 -I o _N
/ �° °
CONC S W w _ o EX GRATE INLETV IQI
Z �o / RIM ELEV.= 723.10
Q, NV. OUT= 720.20
N - - N \ X26 �o \ (TO REMAIN) ��� R RcP (T REM
O zo \ � - - - - 30= -
_ O e m rn 36" OAK -
_ e e e _ h
IO � � - �• P CpN�. PADS `� � PHA
m - - E LT DR I I
— 4
SDE - SDE N SDE SIDE SDE - — -6" sT .CURB — _ -- _� OE OFD oo OE
/n
N ASPHALT PARKING LOT / / J / / / \ _ BOLLARD o WOOD OGWODD ° I I
EX SDMH & EX ROP INLE I,° I M
RIM ELEV.= 724.0 -- LA - 726.83
(12 ") INV. IN= 719.76 RIM ELE 723.9
PROP. 115 LF OF 42 RCP
HOLE IN AsPH / / c °) INV. IN= 719.7 V, N 720 0 \ I o I
LINE "B" / ✓ OUT= 719.71 NV 0 T= 720 nr D," HDLLY
J (TO MATCHLINE) / (TO REMAIN 18503706 1 I
(TO REMAIN) WILLIAM A. ROORK AND WIFE, SANDRA I N
P S. ROORK
0 SDE SDE - - �D� - SDE _ _ �- - - - - J� I ��% \ DB 7681 PC 208 1 I m
_SDE SDE Q- �� I N
� _ - - / � - D. � � I
Q \ 24" OA - - - - - - - - - - - - - - - - - - _ _ i GQ `/ / EX JUNCTION BOX \ e o I � I
- -�4" EAS - - - - _ �f „ -( -�yq / / RIM ELEV.= 723.09 O� Lr
- 10" OAK - 6AK- NV. IN= 719.04 V I�
-- - -- _ - -- - - - - - - - - \ / / NV OUT= 718.99 \ ASPHALT PARK o O� I
- - - 6 - e - - _- --� _ = Ex. s' BRICK WALL - - - - - (TO REMAIN) \ \
- -
1 - � o �q, �� o - - - 6" OAK REPE MYRTLES \ ASPHALT DR/ ,n
��,, OAK U - - - - - -- - -- _ PINS Y
- -- f -' _r 30' RCP - - -- -- /K - CR€PEJuYRTLE
4 OA
PARCEL 67 N�TES�R' ��c� REPE MYRTLES - - - UT UT
- - SLiPGNE 161 LF OF EX. 30° 1. CONTRACTOR TO PROVIDE ACCESS TO ONE OF THE
RCP WITH 24" HDPE. DRIVEWAYS AT ALL TIMES. 18503701
ASPHALT PARKING LOT 2. TCE IN THE PARKING LOT JS FOR ACCESS T PIPE FOR UNITARIAN CHURCH OF CHARLOTTE INC.
FROM MATCHLINE TO JB �
SLIPLINING PURPOSES ONLY. DO NQT STORE E UIPMENT OR DB 746EIPG 762
e e e e e " ALSeIN THF PARKIN LOT. p� _
S i I 234 N. SHARON AMITY RD.
Ex GRATE INLET
RIM ELEV.= 717 -02 / 1 5' VERTU
INV. OUT= 715 -12 CU�B� 0
0 735
Lo
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Q 0 730
(n N
Lj F-
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25 +50
HORIZONTAL LOCATIONS ARE IN REFERENCE TO THE NORTH
CAROLINA STATE PLANE COORDINATE SYSTEM AS DEFINED
BY THE NORTH AMERICAN DATUM OF 1983 (NAD83).
ELEVATIONS ARE IN REFERENCE TO SEA LEVEL DATUM AS
DEFINED BY THE NORTH AMERICAN VERTICAL DATUM OF
1988 (NAVD 88).
WARNING:
OVERHEAD &UNDERGROUND
ELECTRIC CROSSING
SEE SHEET U6
FOR PROPOSED UTILITY
NOTES AND SOFT DIG
INFORMATION
CONTAINS SENSITIVE
UTILITY INFORMA TION
N 20' 0 20' 40'
HORIZONTAL SCALE: 1 " = 20'
4' 0 4' 8'
VERTICAL SCALE: 1 " = 4'
PRELIMINARY -
DO NOT USE
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EMOVED)
142 LF OF
P. 80 LF OF 42" RCP ® 0.62%
- -
11
24" RCP (Cl ASS IV)
n
(TO BE REMOVED)
18" RCP (CLASS IV) ®0.50 % - -
(TO MATCHLINE
EX. 8"
W
AST IRON
TER LINE
O
rl
PROP. 67 LF OF
LF PROP 6 F
BOT. ELE
.= 721.97
N
N
EX, 2 -3" PVC
FINU
CLASS IV)
- 0 In
-
m
0 m
N tD
n N N
EXIST. GAS LINE
(24 "t COVER)
SEE S
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TOP ELEV.= 721.0
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N BOT. ELEV.= 721.06 p
FX 8" SAN SEW a
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TOP ELEV= 722.04 (APPROX.)
- e
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25 +50 26 +00 26 +50
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720
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28 +00
745
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735
730
725
720
715
710
xbo REMOVE AND REPLACE \� 0+00 0+50 1+00
r ASPHALT PARKING LOT
P` o (337 SY) TO MATCHLINE ACCESS TO RESTAURANT AND
^ 1 I _
c PARKING AT PARCEL 70 SHALL
\ s REMOVE AND BE PROVIDED AT ALL TIMES.
0 o GRAVEL S _
� 745
REMOVE AND REPLACE
ASPHALT PARKING LOT STA 0+�1� .55 � �
/ O o PROP. RICK TRAFFIC
(263 SY) BEARIN PROP INLET
9A yO � GRAO E4 V.= 725
.05
STA 26 +30.89 (LINE B ") INV. T= 722.80
Z G
STA 0 +00.00 (LINE/ "GG "
(NCDOT STD. 840.36, 840.37)
PROP. CONCRETE TRA�FIC /
BEARING JUNCTION BOXY 740
RIM ELE .= 726.00 \ OOO
(SEE DETAIL /SHEET D9) 18503102 18503103 Wo
20 ANGELOj OLITI A 0 +46.37 -BASIN CITY
DB 20229 /PG CHARLOTTE
1 B 3339 PG 2 PRO .BRICK CATCH
STA 26 +72.17 (LINE "B® \ PROP. 1 L OF I 1 0 . SHARON AMI Y D. GRATE ELEV. =72 .67 114 N. SHARON AMITY RD.
" " 115" RCP 0% (NC OT STD. 8401' $40.03)
STA 6 +00.00 (LINE E) m C IV \ I Ex CATCH BASIN Q
PROP. CONCRETE TRAFFIC CRATE ELEV. = 725.x7 / II
BEAR IN JUNCTION BOX ° 18" INV. IN= 722.97 PR P. 16 Sr OF 5' Cooc-
,RIM ELEV.= 726.04 7u 18" INV. OUT-722.B7
19 I I T E REMOVED) SID WALK (CLD STD. 10.22) r I 735
PROP. BRICK 0+4-57.0
TRAFFIC (SEE ID E l \ ASPHALT I OF 24 "1 RCS
BEARING DROP INLET PROP. 41 LF 5" CFI I PARKING (CLASS IV)
GRATE ELEV= 724.32 E GRATE INLET
INV. OUT= 722.09 R M ELEV.- 721 �_ :' 1 • EX DROP INLET REMOVE 11 LF
NCDOT STD. 840.36, 840.37 v_ OUT 72' �/ PLUG 12" RCR I GRATE ELEV'-� 725. )s OF EXIST. 18" RCP II
(NCDOT (0 BE REMOVED)- l INV. OUT= 7213.15 I o CO TRACTOR TO MAINTAIN ACCESS o
/ /G� \ (NCDOT TD. 840 ) Z� o (TO BE REMO D / E2 WM \\ TO FIRE STATION AT ALL TIMES
ABANDON 1 RCP L / e \ I _ I 1 STA 0+ 6.87 II
Ex. 3 LE of 12" RCP PROP. BRICK TRAFFIC o I 730
° f �� (TO REMOVED) I
LAG- 725.8#- A� P8,KE 6@9 r'. BEARING JUNCTION SOX I REMOVE AND REPLACE I _ _ t
// ASPHALT _ ° IX RIM ELEV.- 6.00 26 LF OF 2 -6 / z I \ \
PLUG 30" RCP - - II III
/ �P�RKING �" (NCDOT STD. 40. 4.54) -CURB & GUTTER- I /L1
-
PLUG 12" RCP / 18503107 \ _
(NCDOT 840. 1) PROP. 46 LF
C TMV PARTNERS " (NCDOT STD 846.01) - _ - _ �I DE
(NCDOT 840.71) / 0 24 RCP (CLA IV G _ _ _ _ - _ - - 4 I-
/ DB 74 7151P 180 11 - - - - �- - L - -
a- - - -_ 200. S#A$ON A�u11Y RD. F FO FO FO 0
- - - - - J -FO - 5'CONC s/W
- - - FO - - - = 2 -6" STD. CURB - �- -
5'CONC W
- - - -
3� RCS - - - - - - - 24 - -24 W RCP - 4 I 24 "W 24 "W 24 "W 24' 2W EX CATCH BP\SIN
- M _ W "W GRA INV. OUT -�24 31
n
w z4° v 24 "w- -24" 24"W °W 24 "w 74 W ABANDON 84LF F44 W- PLUSr��' �tCP
\ O PROP. 142 L OF 18" RCP CLASS IV owe- LINE "E" - 15" INV. IN =72 46
/ (NCDOT 840.71) Ex SDMH m J TO REMAIN)
PLUG 30" RCP EX. 30" RCP W/ 18CY o A I �- S RCP UT
EX SDMH RIM ELEV.= 726.48 s UT T UT - - UT UT
SHARON AMITY (NCDOT 840.71) RIM ELE = 727.60 OF PLOWABLE FIL c INV = 723 48 c Ex SDMH RI� T ( � )
T UT UT ELEV.= 725.9 15" RCP TO REMAIN)
- l U T r EX SDMH c� EX STORM DRAIN MANHOLE
UTIN-�8t� UT ) RIM ELEV.- LID ELEV= 726.20 EX SIORMLIDRAIN MA726o46 I = E3
UT UT UT (: � . TOTO B�E R OVED - NV = 72294 \
PD. YY1 (24") INV. w= 721.70 REMOVE &REPLACE �+ \I REMOVE LF
NV. ZUT 721.60 62 " X Of CL INV = 722.20 " \ NV =723 07 INV.= 723.73 I W A 1 +98.99
0 BE REMOVED) TO BE REMOVED
STA 0 +32.15 2SY OF 5 MONOLITHI ry � \ O- BE- REMOVE � -���� � orP °
PROP. BRICK CATCH BASIN (TO /REMAIN) STA 27 +39.12 (LINE "B- ( ) ° PROP. BRICK TRAFFIC BEARING 720
- - CONCRETE- St.ALUC X18" 4OP
GRATE ELEV= 726.15 STA 0 +00.00 (LINE "F ") _ ANCDOT S'f� DTt_ Ex 24" RcP (NCDOT 840.71) \ r JUNCTION BOX
18" RCP INN. IN = 724.05 PROP. CONCRETE TRAFFIC co I (TO BE REMOVED) � RIM ELEV.= 726.46
852.01 n �, PROP. COMMERCIAL TYPE V DRIVEWAY\ PROP. COMMERCIAL TYPE II DRIVEWAY O
/ IN OUT= 723.65 BEARING JUNCTION BOX REPLACE 4 LF OF 11 - Ex CRATE INLET I TIE EX. 15" RCP (2) TO PROP. JB
REPLACE 40 L 0 (CLD STD. 10.24A) (34 SY) (CLD STD. 10.24A) (34 SY)
RIM ELEV= 726.56 RIM ELEV.= 725.92 m NCDOT STD. 840.34 840.54
/ TIE EX. 15" RCFVTO PROP. CB Ex CATCH BASIN 8 SS W/8 \� INV IN =723x2 Im ( )
(SEE DETAIL SHEET D5) RIM ELEV.= 726.15 PC350 DI I 8„ WM W /8" ABANDON 48 LF OF a
„ (NCDOT SIP. 8 .01, 840.03) TO BE REMOVED
g 8 gW 8W 8' INV. IN= 7 4.03 PC350 DI \ \ I T. 18° R TH 67 LF OF CLASS IV 18 RCP ( ) I Iz o
-I 8W 8W 8W 8 8 8'o °d W 8W 8W W W 8W\ 8W 8W 8W 8W
5') INV. IN= 4.15 gW �WV
REMOVE & - REPLACE G G � c G G 1 " GINV. OUT- 723. 5 -I � 1 1 nWABLE FILL CY) N � 8W \
113' LF OF STD. 2' -6" VA LTS TO BE ADJUSTED (T0 BE REMOVE) G G -PROP ACG. RAM G " ° G � G G G c c i i �� \\
CURB & GUTTER AS NECESSARY REMOVE AN \ (CLD STD. 10.32A, PLUG8 CL AS I�i \N 715
(NCDOT STD. 846.01) TO INSTALL 18" RCP SS S REPLACE 32LF r 10.328) SS S (NCDOT 840.71)
WA ER A u SS SS SS SS EX STORM DRAIN MANHOLE
/ 1 F EXIST. 18 CP Ex SsMH REMOVE 5 SLF H Q \ REMOVE AND REPLACE 45 LF INV. NOT AVAILABLE\
-- _\
0 2.36%(CLIV) \RIM ELEV.= 726.15 OF EXIST. 18" RCP o ~ OF 2' -6" STD. CURB & Ti GUh Ex SEWER MANHOLE
1,,,,,
LINE "TT 8" RCP EX. 2 -3" PV \C INV = 719.33 EX DROP INLET (HIDDEN) ° INV. NOT AVAILABLE \
DUCT LINE "F' °(TO BE REPLAC ) CRATE ELEV.= 72x.47 15' RC (NCDOT STD. 840.01)
- - - - - - - - - - - - 2.5' STANDARD CURB I WM
5'CONC S/W ��/s„ 8" (;RCP P. 60 LF OF 8 RCP CLIV 5'CONC v- - - - '
RIM ELEV.- 727.31 INV. OE \_ _ - - - \� 0� - i - - - nF - n - FCI��°�201VC S�W 71 0
OUT= 725.46 �- a O SDMH (A PROX.I
(TO BE REMOVED) OE 0 - n RIM = 72618 _ 'L� - - -O - - of EEO
CKOR _ 0� O INV. - 723.60 / J a 4,'I WM
�Q x • (TO BE ° S \� - r 2 EX ELONGATED\THROAT CST'
STA 1 +35.22 WATER VAULT T EX DROP INLET n? (+� REMOVED) EX. UE i - \ CO CO PROP. - A 1 +27.08 TOP ELEV.= 726.9
p DB PG540 8" HICKORY PROP• DBL BRICK INV.= 724.22 /
PROP. BRICK CATCH BASIN PROTECT POLE GRATE ELEV.= 726.70 � I ,, � \ �� F1 � 30 SY
GRATE ELEV.= 727.31 Ex. DBL. CATCH BASIN INV. OUT- 724.40 I n _ �,0 STA 0 +60.d co P 1 CATCH BASIN' TO REMAIN
INV. OUT= 725.46 GRATE ELEV.= 726.84 �O�REMAIN) -- ASPHALT PROP. BRICK�ATC AS OF 5 CON C. GRATE ELEV= 725.92 ( )
8" INV. IN= 723.84 z SIDEWALK -
(NCDOT STD. 840.01, 840.03) 18° NV IN- 723,84 PROP. 45 SYaF� �� PARKING GRATE ELEV- 26. (CLD STD. 20.03)
18" INV. OUT�723.74 6' CONC. SIDEWALK LT \ (NCDOT STD. \4O 1, 40.03) (CLD STD. 10.22)
1+50
745
740
735
730
rol
720
715
710
SEE SHEET D7 FOR
PR OPOSED ASPHAL T
RESURFACING
WARNING:
OVERHEAD
ELECTRIC CROSSING
SEE SHEET U6
FOR PROPOSED UTILITY
NOTES AND SOFT DIG
INFORMATION
CONTRACTOR TO HAND
DIG IN THE VICINITY OF
THE EXISTING 24" CAST
IRON WA TER MAIN
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142 LF OF
- -
11
24" RCP (Cl ASS IV)
(TO BE REMOVED)
18" RCP (CLASS IV) ®0.50 % - -
1.
- - - - - - - - - - -
PROP. 67 LF OF
LF PROP 6 F
1 S' RCP- (CLAS�-V)- ®--0`5`09
a -R �CLLSS
- 0 In
-
- - -
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(24 "t COVER)
LJ
Ex 18 RcP
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TO BE RELOCATED
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® 0.76%
u z
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n
w
am
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TOP ELEV= 722.04 (APPROX.)
- e
-
a
002
w
m
xbo REMOVE AND REPLACE \� 0+00 0+50 1+00
r ASPHALT PARKING LOT
P` o (337 SY) TO MATCHLINE ACCESS TO RESTAURANT AND
^ 1 I _
c PARKING AT PARCEL 70 SHALL
\ s REMOVE AND BE PROVIDED AT ALL TIMES.
0 o GRAVEL S _
� 745
REMOVE AND REPLACE
ASPHALT PARKING LOT STA 0+�1� .55 � �
/ O o PROP. RICK TRAFFIC
(263 SY) BEARIN PROP INLET
9A yO � GRAO E4 V.= 725
.05
STA 26 +30.89 (LINE B ") INV. T= 722.80
Z G
STA 0 +00.00 (LINE/ "GG "
(NCDOT STD. 840.36, 840.37)
PROP. CONCRETE TRA�FIC /
BEARING JUNCTION BOXY 740
RIM ELE .= 726.00 \ OOO
(SEE DETAIL /SHEET D9) 18503102 18503103 Wo
20 ANGELOj OLITI A 0 +46.37 -BASIN CITY
DB 20229 /PG CHARLOTTE
1 B 3339 PG 2 PRO .BRICK CATCH
STA 26 +72.17 (LINE "B® \ PROP. 1 L OF I 1 0 . SHARON AMI Y D. GRATE ELEV. =72 .67 114 N. SHARON AMITY RD.
" " 115" RCP 0% (NC OT STD. 8401' $40.03)
STA 6 +00.00 (LINE E) m C IV \ I Ex CATCH BASIN Q
PROP. CONCRETE TRAFFIC CRATE ELEV. = 725.x7 / II
BEAR IN JUNCTION BOX ° 18" INV. IN= 722.97 PR P. 16 Sr OF 5' Cooc-
,RIM ELEV.= 726.04 7u 18" INV. OUT-722.B7
19 I I T E REMOVED) SID WALK (CLD STD. 10.22) r I 735
PROP. BRICK 0+4-57.0
TRAFFIC (SEE ID E l \ ASPHALT I OF 24 "1 RCS
BEARING DROP INLET PROP. 41 LF 5" CFI I PARKING (CLASS IV)
GRATE ELEV= 724.32 E GRATE INLET
INV. OUT= 722.09 R M ELEV.- 721 �_ :' 1 • EX DROP INLET REMOVE 11 LF
NCDOT STD. 840.36, 840.37 v_ OUT 72' �/ PLUG 12" RCR I GRATE ELEV'-� 725. )s OF EXIST. 18" RCP II
(NCDOT (0 BE REMOVED)- l INV. OUT= 7213.15 I o CO TRACTOR TO MAINTAIN ACCESS o
/ /G� \ (NCDOT TD. 840 ) Z� o (TO BE REMO D / E2 WM \\ TO FIRE STATION AT ALL TIMES
ABANDON 1 RCP L / e \ I _ I 1 STA 0+ 6.87 II
Ex. 3 LE of 12" RCP PROP. BRICK TRAFFIC o I 730
° f �� (TO REMOVED) I
LAG- 725.8#- A� P8,KE 6@9 r'. BEARING JUNCTION SOX I REMOVE AND REPLACE I _ _ t
// ASPHALT _ ° IX RIM ELEV.- 6.00 26 LF OF 2 -6 / z I \ \
PLUG 30" RCP - - II III
/ �P�RKING �" (NCDOT STD. 40. 4.54) -CURB & GUTTER- I /L1
-
PLUG 12" RCP / 18503107 \ _
(NCDOT 840. 1) PROP. 46 LF
C TMV PARTNERS " (NCDOT STD 846.01) - _ - _ �I DE
(NCDOT 840.71) / 0 24 RCP (CLA IV G _ _ _ _ - _ - - 4 I-
/ DB 74 7151P 180 11 - - - - �- - L - -
a- - - -_ 200. S#A$ON A�u11Y RD. F FO FO FO 0
- - - - - J -FO - 5'CONC s/W
- - - FO - - - = 2 -6" STD. CURB - �- -
5'CONC W
- - - -
3� RCS - - - - - - - 24 - -24 W RCP - 4 I 24 "W 24 "W 24 "W 24' 2W EX CATCH BP\SIN
- M _ W "W GRA INV. OUT -�24 31
n
w z4° v 24 "w- -24" 24"W °W 24 "w 74 W ABANDON 84LF F44 W- PLUSr��' �tCP
\ O PROP. 142 L OF 18" RCP CLASS IV owe- LINE "E" - 15" INV. IN =72 46
/ (NCDOT 840.71) Ex SDMH m J TO REMAIN)
PLUG 30" RCP EX. 30" RCP W/ 18CY o A I �- S RCP UT
EX SDMH RIM ELEV.= 726.48 s UT T UT - - UT UT
SHARON AMITY (NCDOT 840.71) RIM ELE = 727.60 OF PLOWABLE FIL c INV = 723 48 c Ex SDMH RI� T ( � )
T UT UT ELEV.= 725.9 15" RCP TO REMAIN)
- l U T r EX SDMH c� EX STORM DRAIN MANHOLE
UTIN-�8t� UT ) RIM ELEV.- LID ELEV= 726.20 EX SIORMLIDRAIN MA726o46 I = E3
UT UT UT (: � . TOTO B�E R OVED - NV = 72294 \
PD. YY1 (24") INV. w= 721.70 REMOVE &REPLACE �+ \I REMOVE LF
NV. ZUT 721.60 62 " X Of CL INV = 722.20 " \ NV =723 07 INV.= 723.73 I W A 1 +98.99
0 BE REMOVED) TO BE REMOVED
STA 0 +32.15 2SY OF 5 MONOLITHI ry � \ O- BE- REMOVE � -���� � orP °
PROP. BRICK CATCH BASIN (TO /REMAIN) STA 27 +39.12 (LINE "B- ( ) ° PROP. BRICK TRAFFIC BEARING 720
- - CONCRETE- St.ALUC X18" 4OP
GRATE ELEV= 726.15 STA 0 +00.00 (LINE "F ") _ ANCDOT S'f� DTt_ Ex 24" RcP (NCDOT 840.71) \ r JUNCTION BOX
18" RCP INN. IN = 724.05 PROP. CONCRETE TRAFFIC co I (TO BE REMOVED) � RIM ELEV.= 726.46
852.01 n �, PROP. COMMERCIAL TYPE V DRIVEWAY\ PROP. COMMERCIAL TYPE II DRIVEWAY O
/ IN OUT= 723.65 BEARING JUNCTION BOX REPLACE 4 LF OF 11 - Ex CRATE INLET I TIE EX. 15" RCP (2) TO PROP. JB
REPLACE 40 L 0 (CLD STD. 10.24A) (34 SY) (CLD STD. 10.24A) (34 SY)
RIM ELEV= 726.56 RIM ELEV.= 725.92 m NCDOT STD. 840.34 840.54
/ TIE EX. 15" RCFVTO PROP. CB Ex CATCH BASIN 8 SS W/8 \� INV IN =723x2 Im ( )
(SEE DETAIL SHEET D5) RIM ELEV.= 726.15 PC350 DI I 8„ WM W /8" ABANDON 48 LF OF a
„ (NCDOT SIP. 8 .01, 840.03) TO BE REMOVED
g 8 gW 8W 8' INV. IN= 7 4.03 PC350 DI \ \ I T. 18° R TH 67 LF OF CLASS IV 18 RCP ( ) I Iz o
-I 8W 8W 8W 8 8 8'o °d W 8W 8W W W 8W\ 8W 8W 8W 8W
5') INV. IN= 4.15 gW �WV
REMOVE & - REPLACE G G � c G G 1 " GINV. OUT- 723. 5 -I � 1 1 nWABLE FILL CY) N � 8W \
113' LF OF STD. 2' -6" VA LTS TO BE ADJUSTED (T0 BE REMOVE) G G -PROP ACG. RAM G " ° G � G G G c c i i �� \\
CURB & GUTTER AS NECESSARY REMOVE AN \ (CLD STD. 10.32A, PLUG8 CL AS I�i \N 715
(NCDOT STD. 846.01) TO INSTALL 18" RCP SS S REPLACE 32LF r 10.328) SS S (NCDOT 840.71)
WA ER A u SS SS SS SS EX STORM DRAIN MANHOLE
/ 1 F EXIST. 18 CP Ex SsMH REMOVE 5 SLF H Q \ REMOVE AND REPLACE 45 LF INV. NOT AVAILABLE\
-- _\
0 2.36%(CLIV) \RIM ELEV.= 726.15 OF EXIST. 18" RCP o ~ OF 2' -6" STD. CURB & Ti GUh Ex SEWER MANHOLE
1,,,,,
LINE "TT 8" RCP EX. 2 -3" PV \C INV = 719.33 EX DROP INLET (HIDDEN) ° INV. NOT AVAILABLE \
DUCT LINE "F' °(TO BE REPLAC ) CRATE ELEV.= 72x.47 15' RC (NCDOT STD. 840.01)
- - - - - - - - - - - - 2.5' STANDARD CURB I WM
5'CONC S/W ��/s„ 8" (;RCP P. 60 LF OF 8 RCP CLIV 5'CONC v- - - - '
RIM ELEV.- 727.31 INV. OE \_ _ - - - \� 0� - i - - - nF - n - FCI��°�201VC S�W 71 0
OUT= 725.46 �- a O SDMH (A PROX.I
(TO BE REMOVED) OE 0 - n RIM = 72618 _ 'L� - - -O - - of EEO
CKOR _ 0� O INV. - 723.60 / J a 4,'I WM
�Q x • (TO BE ° S \� - r 2 EX ELONGATED\THROAT CST'
STA 1 +35.22 WATER VAULT T EX DROP INLET n? (+� REMOVED) EX. UE i - \ CO CO PROP. - A 1 +27.08 TOP ELEV.= 726.9
p DB PG540 8" HICKORY PROP• DBL BRICK INV.= 724.22 /
PROP. BRICK CATCH BASIN PROTECT POLE GRATE ELEV.= 726.70 � I ,, � \ �� F1 � 30 SY
GRATE ELEV.= 727.31 Ex. DBL. CATCH BASIN INV. OUT- 724.40 I n _ �,0 STA 0 +60.d co P 1 CATCH BASIN' TO REMAIN
INV. OUT= 725.46 GRATE ELEV.= 726.84 �O�REMAIN) -- ASPHALT PROP. BRICK�ATC AS OF 5 CON C. GRATE ELEV= 725.92 ( )
8" INV. IN= 723.84 z SIDEWALK -
(NCDOT STD. 840.01, 840.03) 18° NV IN- 723,84 PROP. 45 SYaF� �� PARKING GRATE ELEV- 26. (CLD STD. 20.03)
18" INV. OUT�723.74 6' CONC. SIDEWALK LT \ (NCDOT STD. \4O 1, 40.03) (CLD STD. 10.22)
1+50
745
740
735
730
rol
720
715
710
SEE SHEET D7 FOR
PR OPOSED ASPHAL T
RESURFACING
WARNING:
OVERHEAD
ELECTRIC CROSSING
SEE SHEET U6
FOR PROPOSED UTILITY
NOTES AND SOFT DIG
INFORMATION
CONTRACTOR TO HAND
DIG IN THE VICINITY OF
THE EXISTING 24" CAST
IRON WA TER MAIN
0 +00
0 +50
REMOVE AND (TO BE REMOVED} -- (CLD STD. 10.22) PARKI " \ \ 20'
O REPLACE 104 LF OF \ PROP. 17 SY OF 5' CONC. \ EXISTING CONC. RETAINING WALL C
OF EXIST. 18" RCP ® B2 PROP. 3 LF OF 18" �`' SIDEWALK (CLD STD. 10.22) \ \ H TO REMAIN. CONTRACTOR TO HORIZONTAL LOCATIONS ARE IN REFERENCE TO THE NORTH
15717107 1.37% (CLASS IV) STA 27 +68.82 (LII E� -B ")» RCP ® 11.36% (CLIV) \ , r - / STA0 +29.51 PROTECT ON. DURING CAROLINA STATE PLANE COORDINATE SYSTEM AS DEFINED
ANTREV, LCC STA 0 +00.00 (LINE HH) 1 Z �. REIv1OVE AND REPLACE 74 L \ 0 2 PROP. DBL BRICK 15717306 BY THE NORTH AMERICAN DATUM OF 1983 (NAD83).
REMOVE REPLACE \
DB 258881PG 321 REMOVE AND REPLACE 79 SY PROP. DOUBLE CB 61 Lc OF STD. ° r*� \ a / STD. CURB &GUTTER (NCD T) TD. 846.01) CATCH BASIN PEGGY D. YOUNG AND 4
MB 7 1PG 427 OF 5' CONC. SIDEWALK \ TO PROP. CB 2'_6" CURB GUTTER a� Q REMOVE 30 LF OF EXIST. 18" R s, GRATE ELEV= 726.47 ARMAND T. DANIEL, JR. C
4407 COL WICK RD. (CLD STD. 10.22) GRATE ELEV. = 726.99 �`/ �o \ ELEVATIONS ARE IN REFERENCE TO SEA LEVEL DATUM AS
( EE DETAIL SHEET D5) TO MATCHLINE ��p,�� Ex CATCH BASIN �� INV. OUT = 724.26 DB 19053/PG 912 DEFINED BY THE NORTH AMERICAN VERTICAL DATUM OF
PROF. F F 2 "RCP (CLIV) (NCDOT STD. 646.01 \ GRATE ELEV.= 726.47 \ \ / / (CLD STD. 20.03) 119 N. SHARON AMITY RD. 1988 (NAND 88).
L UNABLE TO OBTAIN INVERTS OR PIPE SIZE
MATCHLINE STA. 28 +00 SEE SHEET 21
1+00
0 20'
HORIZONTAL SCALE: 1 " = 20'
0 4' -
VERTICAL SCALE. 1 - 4
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O REPLACE 104 LF OF \ PROP. 17 SY OF 5' CONC. \ EXISTING CONC. RETAINING WALL C
OF EXIST. 18" RCP ® B2 PROP. 3 LF OF 18" �`' SIDEWALK (CLD STD. 10.22) \ \ H TO REMAIN. CONTRACTOR TO HORIZONTAL LOCATIONS ARE IN REFERENCE TO THE NORTH
15717107 1.37% (CLASS IV) STA 27 +68.82 (LII E� -B ")» RCP ® 11.36% (CLIV) \ , r - / STA0 +29.51 PROTECT ON. DURING CAROLINA STATE PLANE COORDINATE SYSTEM AS DEFINED
ANTREV, LCC STA 0 +00.00 (LINE HH) 1 Z �. REIv1OVE AND REPLACE 74 L \ 0 2 PROP. DBL BRICK 15717306 BY THE NORTH AMERICAN DATUM OF 1983 (NAD83).
REMOVE REPLACE \
DB 258881PG 321 REMOVE AND REPLACE 79 SY PROP. DOUBLE CB 61 Lc OF STD. ° r*� \ a / STD. CURB &GUTTER (NCD T) TD. 846.01) CATCH BASIN PEGGY D. YOUNG AND 4
MB 7 1PG 427 OF 5' CONC. SIDEWALK \ TO PROP. CB 2'_6" CURB GUTTER a� Q REMOVE 30 LF OF EXIST. 18" R s, GRATE ELEV= 726.47 ARMAND T. DANIEL, JR. C
4407 COL WICK RD. (CLD STD. 10.22) GRATE ELEV. = 726.99 �`/ �o \ ELEVATIONS ARE IN REFERENCE TO SEA LEVEL DATUM AS
( EE DETAIL SHEET D5) TO MATCHLINE ��p,�� Ex CATCH BASIN �� INV. OUT = 724.26 DB 19053/PG 912 DEFINED BY THE NORTH AMERICAN VERTICAL DATUM OF
PROF. F F 2 "RCP (CLIV) (NCDOT STD. 646.01 \ GRATE ELEV.= 726.47 \ \ / / (CLD STD. 20.03) 119 N. SHARON AMITY RD. 1988 (NAND 88).
L UNABLE TO OBTAIN INVERTS OR PIPE SIZE
MATCHLINE STA. 28 +00 SEE SHEET 21
1+00
0 20'
HORIZONTAL SCALE: 1 " = 20'
0 4' -
VERTICAL SCALE. 1 - 4
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LIMITS OF DISTURBANCE
REMOVE_ 50 LF- OF 4' CHAIN
LINK FENCE. INSTALL 50 LF OF
NEW 4' CHAIN LINK FENCE.
INSIDE INSIDE
0) - _�= - REMOVE 40 LF OF 4'- _ J
SPLITRAIL FENCE. INSTALL
40 LF OF NEW 4' SPLITRAIL FENCE
c,
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v� -a 6 / X -W X�� 24 "T (15
� TNS) o
T/ + / 8" oCEDAR OAK /
J- G1'.
F aTV RIM 97.34 STA 0 +98.55
PROP. CONC. HEADWALL -
Zyy TOP ELEV.= 701.25
/ CLD. STD. 20.17A, 20.176
PL
R AREA 136" RCP
V � 32,; INV. 696.33
QAK 04" O / OAK 1
I \
0
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PROP. 6" GATE VA / RIM ELEV.= 705.02 708, _
INV. OUT= 701.72
- - - T (TO BE REMOVE AND 'REPIyAC,t 57 LF
SS / REMOVED) OF 2' -0" VALLEY CUTTER - -- - --
- (CLD STD 10.17
PLANTED \ _ 3y
_� B»
VV/LT / V✓��
QLL C V
� URB �
RELOCATE 68 LF OF EX I - - - �P!7 w 6 °w 6 °w
�R In/ C _6 =MAIN WITH 6" PC350 vsv
�V' -%! f� SS '- SS I I (FROM G6 TO LINE "G"
SPHq � \ D, SS I I MATCHLINE)
7- 50 Ex SSMH REMOVE
R k))M ELEV = 705.71 W S Nv IN- 697.38 A REPLACE o x SS A. 4 +29.28
REMOVE 35_LF OF-s INV. w= 697.42 20 OF CURB I I PROP. DBL BRICK
OUT- 697.26 &GUTTER I I W REMOVE AND CAT BASIN
` ��
(CLD, STD 10.29) ° m �` I I I z REPLACE ACC RAMP GRATE ELE�7@�.02
/ -' (CLDS 10.40A) (CLD STD. 20.03)
PROP. c G
CATCH BASIN 00 S"
GRATE ELEV. =705.20 I -� c
15" RCP INV. OUT= 702,40 -"
15 RCP _ I RESET EXISTING SIGN
(NCDOT STD. 840.01, 840.03) -
�' O EX GRATE I ET
RIM ELEV.= 705. 0 - - - - - - - - - -
INV. OUT= 702. OF 15" RCP I'` 6" RcP - - - - -
(T BE REMOVED ® 0.97% 3 ` �-
REMOVE AND REPLACE
20 LF OF CURB & GUTTER
(CLD STD 10.29) RESET EXISTINI
\ SIG(
USE THE LIGHTEST EQUIPMENT PO IBC TIE PROP. WATER MAI
AROUND 42" MAPLE TO ENSURE TO EX. WATERMAI
ROOT PROTECTION DURING CONSTRUCTION.
\ ANY REQUIRED ROOT CUTTING WILL ONLY
OCCUR UNDER THE SUPERVISION OF CITY / REMOVE AND ACE 10
LANDSCAPE MANAGEMENT SERVICES. / I OF 2' -0" VALLEY GU
NSDE I LID STD 10.1
I COEMOVE & REPLACEEIOLF OF
czil / O / / I G2 8 "SS W/ 8 "' PC350 DI
15718216 STA. 2 +17.31
D'ARYL W. SMITH AND I - - -PROP. BRICK
\ WIFE, JULIE C. SMITH J DROP INLET /
DBO12373 /PG 795 MB 7 /PG 107 ATE tEV.- 9- /15' coNC s /ww�
537 MERWICK CR.
AN
OD D 5" MA NIA
z PLUG 36" RCP e �- e p A
4 LE e (
N�
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701 -- -NSDE
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- - - - -
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SDRELOCATE GA
7" DOGWOOD I ` L RIN
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HOLLY TREES
j Ex GRATE INLET REMOVE AND 0
RIM ELEV 704.76 REPLACE CONC.
)I L (30 ") INV. w- 701.46 SIDEWALK (3 SY) 0
(18') INV. w= 701.46 (CLD,S 10.22)
I W (15 ") INV. IN- 702.06
INV. OUT- 701.26 /'1
N J I' °�-�I I (TO BE REMOVED) L J
N Q1 I
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/
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F O I ctI I I PROP. DBL BRICK / I- �
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6) \ / ' GRATE ELEV. =704 l6 _
�c CD I I �" (CLD STD. 20.03) W
1 15" RCP INV. IN = 702.06 �� W
__j / / I 30" RCP INV. IN = 701.46
Q I 0 EX. 18" RCP INV. IN = 701.46 -I =
[z rn
W JAGNOLIA _ U (/) Lu
\ PLANTED LLI
'I y c3 2" MJIFEL OLIA 15718105 I AREA (�
/Ex GRAIL IN 5 I I � GEN W. GRASIER F,ND
NV. IN- 700.3P 90 , NE SDELIA J. GRASIER
I / (T. OUT-
BE RE 15 H DB 80787/PG 523 MB 7, /PG 507
/ // \\ 0 4513 BARWICK RD, \
\ ° I I(9 APPROX. LOCATION OF BURIED
I JUNCTION BOX
00+ . ,
i IW (BOX HAS NO ACCESS)
Z RIM = 706.25, '
I IJ
INV.=7-F'
III I (TO BE REMOVED)
715
710
705
700
695
011
•
HORIZONTAL LOCATIONS ARE IN REFERENCE TO THE NORTH
CAROLINA STATE PLANE COORDINATE SYSTEM AS DEFINED
BY THE NORTH AMERICAN DATUM OF 1983 (NAD83).
ELEVATIONS ARE IN REFERENCE TO SEA LEVEL DATUM AS
DEFINED BY THE NORTH AMERICAN VERTICAL DATUM OF
1988 (NAVD 88).
NSD -- - . - - - _ �cP� - v°� STA. 2 +88.17
\ P/ CANTED /v TO'REMAIN PROP. TRAFFIC BEARING
/ 1 AREA I 0 LP ANTED 2" MAG LIA SOe o� BRICK JUNCTION BOX
I 00� ' AREA LIMITS OF GRATE ELEV = 706.25
00� v
e REMOVE age ION / (NCDOT STD. 840.34, 454)
EXCAVATION
REMOVE 90 LF � 15718215 2 -
36 RCP S ANNON ABRAHAMS , \ GRATE INLET 36" RcP (A �.)
M EL = 705.92 �� ( R )
I
OF EXIST. " V LF INV. IN- 0.62 TO EMAIN ��
N HUSBAND, FREDERI K� OF EXIST. II INV. OUT- 70 _ -__
ABRAHAMSON \ '36 RCP \ (TO REMAIN)
DB 16061 /PG 457 \ n SSMH -5"M / UTILITY OWNER AT &T
oMB 7 /PG 507 \ Nv� 7oo.�s ��
I z 531 MERWICK CR. INV. OUT- 698.38 I-
HOUSE ON SLAB 'ABANDON 20 LF OF / GONG DRIVE DESCRIPTION LIGHT POLE
36" RCP WITH FLOWABLE,
USE THE IGHTEST EQUIPMENT OSSIBLE FILL (5�CY) I �� I REMOVE ANd REPCAC POLE NUMBER 2 +50 RT
OU D 22" MAGNOLIA T ENSURE 20 LF OF ,C R & GU R
00 PR TE TION DURING CONST UCTION. - ° STA. 2 +50.84 OJ I (CLD STD 10� ?) �ANTE� ATTACHMENTS X❑ DUKE ENERGY X❑ TIME WARNER
'\ ANY RE UIRED ROOT CUTTIN WILL ONLY PROP. BRICK - Ohl - AREA X❑ AT &T � OTHER
OCCUR UNDER THE SUPERVISI N OF CITY CATCH BASIN / �/ BRACE POWER POLE I Ej CDOT
\ LANDSCAPE MANAGEMEN SERVICES. - _GRATE ELEV. = 706.00 ��- DURING CONSlfRJCTION
\ (RCD�T S T!1. 840,01, 840.03 (BY AT &T) - - - PROPOSED
\ 4 GRADE 0 FT. CUT 0 FT. FILL
SET TEMPORARY POLE DURING CONSTRUCTION.
OE J'J, - REMARKS SET SPAN GUY POLE AFTER CONSTRUCTION.
39S 0
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I / / �,��\\ /��� /� / 4 0 4 8
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SEE SHEET D7 FOR
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RESURFACING
WARNING:
OVERHEAD
ELECTRIC CROSSING
SEE SHEET U6
FOR PROPOSED UTILITY
NOTES AND SOFT DIG
INFORMATION
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--
-
__
CIff
I
- -- - - -- - -
"
/
_
6.00%
- - - - -
__
--
PROF
36
IV) ® 0.68%
-
PROP.
LASS
- - -
EXIST. 36
- -
EXIST. 6" W/L
°f
15 RCP
O
REMOI
- -
COVER) (36
cv N
PRO 19 LF OF
2" RCP _ - - - --
o
no `�!t
7
o�
EXIST. GRADE
(CLASS IVY®
60
g
o
oo
u u n
O
II
I -
EXIST. 8"
°
z II
o
- - - - - - - - - - -
-
SAN. SEWER
NV.= 698.28
r
>
> > > O
z
z
-
Q
o_
z o
o c0^
zzz
z O-
-
PROP.
00
���
SAN. SEWER
zz
-
�0
-
I-
O
0
n
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»
J)
EXIST. 8" x
z
-
z
-
(� N
,D
INV. = 664.05 Lo
� lo
ID oz
II
SAN. SEWER
INV. 698.14
a
a
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o
o
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j
j Q
d
d
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as
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j
-
ir
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as
E/ 101]
E
N
N
M
a
N
0
U+ nu i +uu i +nu
/!r y,
LIMITS OF DISTURBANCE
REMOVE_ 50 LF- OF 4' CHAIN
LINK FENCE. INSTALL 50 LF OF
NEW 4' CHAIN LINK FENCE.
INSIDE INSIDE
0) - _�= - REMOVE 40 LF OF 4'- _ J
SPLITRAIL FENCE. INSTALL
40 LF OF NEW 4' SPLITRAIL FENCE
c,
e�
y / (b I ED 0 L(
% O
26" GUM O 12" MM
X -\ o - 00,
4' CHAIN LIN1� _ -X'
O /AK / / - 18" MA LE
0 _ - -
% -
-4'�SP (TRAIL
i� i RIP 10 SPCA
r� ETi TH- GEOTEXTILE
v� -a 6 / X -W X�� 24 "T (15
� TNS) o
T/ + / 8" oCEDAR OAK /
J- G1'.
F aTV RIM 97.34 STA 0 +98.55
PROP. CONC. HEADWALL -
Zyy TOP ELEV.= 701.25
/ CLD. STD. 20.17A, 20.176
PL
R AREA 136" RCP
V � 32,; INV. 696.33
QAK 04" O / OAK 1
I \
0
\A I
/J
I \
II
I
z +uu Z +nu uu -)+ nu 4 +uu
�S EX GRATE INLET_ --
PROP. 6" GATE VA / RIM ELEV.= 705.02 708, _
INV. OUT= 701.72
- - - T (TO BE REMOVE AND 'REPIyAC,t 57 LF
SS / REMOVED) OF 2' -0" VALLEY CUTTER - -- - --
- (CLD STD 10.17
PLANTED \ _ 3y
_� B»
VV/LT / V✓��
QLL C V
� URB �
RELOCATE 68 LF OF EX I - - - �P!7 w 6 °w 6 °w
�R In/ C _6 =MAIN WITH 6" PC350 vsv
�V' -%! f� SS '- SS I I (FROM G6 TO LINE "G"
SPHq � \ D, SS I I MATCHLINE)
7- 50 Ex SSMH REMOVE
R k))M ELEV = 705.71 W S Nv IN- 697.38 A REPLACE o x SS A. 4 +29.28
REMOVE 35_LF OF-s INV. w= 697.42 20 OF CURB I I PROP. DBL BRICK
OUT- 697.26 &GUTTER I I W REMOVE AND CAT BASIN
` ��
(CLD, STD 10.29) ° m �` I I I z REPLACE ACC RAMP GRATE ELE�7@�.02
/ -' (CLDS 10.40A) (CLD STD. 20.03)
PROP. c G
CATCH BASIN 00 S"
GRATE ELEV. =705.20 I -� c
15" RCP INV. OUT= 702,40 -"
15 RCP _ I RESET EXISTING SIGN
(NCDOT STD. 840.01, 840.03) -
�' O EX GRATE I ET
RIM ELEV.= 705. 0 - - - - - - - - - -
INV. OUT= 702. OF 15" RCP I'` 6" RcP - - - - -
(T BE REMOVED ® 0.97% 3 ` �-
REMOVE AND REPLACE
20 LF OF CURB & GUTTER
(CLD STD 10.29) RESET EXISTINI
\ SIG(
USE THE LIGHTEST EQUIPMENT PO IBC TIE PROP. WATER MAI
AROUND 42" MAPLE TO ENSURE TO EX. WATERMAI
ROOT PROTECTION DURING CONSTRUCTION.
\ ANY REQUIRED ROOT CUTTING WILL ONLY
OCCUR UNDER THE SUPERVISION OF CITY / REMOVE AND ACE 10
LANDSCAPE MANAGEMENT SERVICES. / I OF 2' -0" VALLEY GU
NSDE I LID STD 10.1
I COEMOVE & REPLACEEIOLF OF
czil / O / / I G2 8 "SS W/ 8 "' PC350 DI
15718216 STA. 2 +17.31
D'ARYL W. SMITH AND I - - -PROP. BRICK
\ WIFE, JULIE C. SMITH J DROP INLET /
DBO12373 /PG 795 MB 7 /PG 107 ATE tEV.- 9- /15' coNC s /ww�
537 MERWICK CR.
AN
OD D 5" MA NIA
z PLUG 36" RCP e �- e p A
4 LE e (
N�
NSDE e _ N
701 -- -NSDE
�I PROP. -M LF X42" -
- - - - -
SYCAMORE _ - - - - - _ _ - -y6" RCP
SDRELOCATE GA
7" DOGWOOD I ` L RIN
/CONSTRUC
HOLLY TREES
j Ex GRATE INLET REMOVE AND 0
RIM ELEV 704.76 REPLACE CONC.
)I L (30 ") INV. w- 701.46 SIDEWALK (3 SY) 0
(18') INV. w= 701.46 (CLD,S 10.22)
I W (15 ") INV. IN- 702.06
INV. OUT- 701.26 /'1
N J I' °�-�I I (TO BE REMOVED) L J
N Q1 I
PLANTED
/
wl I / OSTA)
. 3 +90.93 Q
F O I ctI I I PROP. DBL BRICK / I- �
R w CATCH. BASIN U) N
6) \ / ' GRATE ELEV. =704 l6 _
�c CD I I �" (CLD STD. 20.03) W
1 15" RCP INV. IN = 702.06 �� W
__j / / I 30" RCP INV. IN = 701.46
Q I 0 EX. 18" RCP INV. IN = 701.46 -I =
[z rn
W JAGNOLIA _ U (/) Lu
\ PLANTED LLI
'I y c3 2" MJIFEL OLIA 15718105 I AREA (�
/Ex GRAIL IN 5 I I � GEN W. GRASIER F,ND
NV. IN- 700.3P 90 , NE SDELIA J. GRASIER
I / (T. OUT-
BE RE 15 H DB 80787/PG 523 MB 7, /PG 507
/ // \\ 0 4513 BARWICK RD, \
\ ° I I(9 APPROX. LOCATION OF BURIED
I JUNCTION BOX
00+ . ,
i IW (BOX HAS NO ACCESS)
Z RIM = 706.25, '
I IJ
INV.=7-F'
III I (TO BE REMOVED)
715
710
705
700
695
011
•
HORIZONTAL LOCATIONS ARE IN REFERENCE TO THE NORTH
CAROLINA STATE PLANE COORDINATE SYSTEM AS DEFINED
BY THE NORTH AMERICAN DATUM OF 1983 (NAD83).
ELEVATIONS ARE IN REFERENCE TO SEA LEVEL DATUM AS
DEFINED BY THE NORTH AMERICAN VERTICAL DATUM OF
1988 (NAVD 88).
NSD -- - . - - - _ �cP� - v°� STA. 2 +88.17
\ P/ CANTED /v TO'REMAIN PROP. TRAFFIC BEARING
/ 1 AREA I 0 LP ANTED 2" MAG LIA SOe o� BRICK JUNCTION BOX
I 00� ' AREA LIMITS OF GRATE ELEV = 706.25
00� v
e REMOVE age ION / (NCDOT STD. 840.34, 454)
EXCAVATION
REMOVE 90 LF � 15718215 2 -
36 RCP S ANNON ABRAHAMS , \ GRATE INLET 36" RcP (A �.)
M EL = 705.92 �� ( R )
I
OF EXIST. " V LF INV. IN- 0.62 TO EMAIN ��
N HUSBAND, FREDERI K� OF EXIST. II INV. OUT- 70 _ -__
ABRAHAMSON \ '36 RCP \ (TO REMAIN)
DB 16061 /PG 457 \ n SSMH -5"M / UTILITY OWNER AT &T
oMB 7 /PG 507 \ Nv� 7oo.�s ��
I z 531 MERWICK CR. INV. OUT- 698.38 I-
HOUSE ON SLAB 'ABANDON 20 LF OF / GONG DRIVE DESCRIPTION LIGHT POLE
36" RCP WITH FLOWABLE,
USE THE IGHTEST EQUIPMENT OSSIBLE FILL (5�CY) I �� I REMOVE ANd REPCAC POLE NUMBER 2 +50 RT
OU D 22" MAGNOLIA T ENSURE 20 LF OF ,C R & GU R
00 PR TE TION DURING CONST UCTION. - ° STA. 2 +50.84 OJ I (CLD STD 10� ?) �ANTE� ATTACHMENTS X❑ DUKE ENERGY X❑ TIME WARNER
'\ ANY RE UIRED ROOT CUTTIN WILL ONLY PROP. BRICK - Ohl - AREA X❑ AT &T � OTHER
OCCUR UNDER THE SUPERVISI N OF CITY CATCH BASIN / �/ BRACE POWER POLE I Ej CDOT
\ LANDSCAPE MANAGEMEN SERVICES. - _GRATE ELEV. = 706.00 ��- DURING CONSlfRJCTION
\ (RCD�T S T!1. 840,01, 840.03 (BY AT &T) - - - PROPOSED
\ 4 GRADE 0 FT. CUT 0 FT. FILL
SET TEMPORARY POLE DURING CONSTRUCTION.
OE J'J, - REMARKS SET SPAN GUY POLE AFTER CONSTRUCTION.
39S 0
i w r - 7 i
/ I E- - /
/ I 20' 0 20' 40'
IE o HORIZONTAL SCALE: 1 " = 20'
I / / �,��\\ /��� /� / 4 0 4 8
°� „
CE / I I I / I/ �� / k� / VERTICAL SCALE: 1 = 4
SEE SHEET D7 FOR
PROPOSED ASPHALT
RESURFACING
WARNING:
OVERHEAD
ELECTRIC CROSSING
SEE SHEET U6
FOR PROPOSED UTILITY
NOTES AND SOFT DIG
INFORMATION
PRELIMINARY -
DO NOT USE
FOR
CONSTRUCTION
E�
w
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i.
W.
z
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N
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a
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0
730
725
72C
715
71C
705
70C
695
690
5 +00
5 +50
6 +00
6 +50
7 +00
7 +50
15717116
JAMES C. DEERKOSKI AND MEREDITH L. PERRY, �
JOINT_TENANTS WITH -RIGHT OF SURItv0RSHIP 12' WIDE CONC. RESIDENTIAL A /
AND_NOT TENANTS-IN COMMON DRIVEWAY (TYPE 1)
DB
DB 18J681PG 492 MB 7/ G 507 (CLD STD. 10.27A) \
4510 -BARWICK RD. A V 15717101
D v/lD ABA RTMANS�A
12 WIDE CONC RESIN L v � A �
DRIVEWAY (LYPE I)(16 SY) A. 5 +62.30 FIFE, AvROL�'IV S� BAAR7MAN5 �EX CATe4/ -BASIN
/ DB X195 P� 73� \ \
PROP. DBL ICK CATCH BAASIN1 \ GRATE LEV.= 717
(CID STD. 10. \ PLANTED INV.- 71 s.39
/ \ GRATE ELEV. 708.96 V B �/PG' S0� \ SEAv v v. our 4.74 i
\ 45 BAPWlCiC R�. \
(CLD S .0i _ � - - V A v v ` (70,,REMAI Q13 A- w�
PROTECT qLANTED PL NTED L \ v STA. 7+13.4 v
/ IGHT POLE AREA A ROB. BICIC TRAFFIC
_REMOVE AND REPLACE EARJNGwUNCTION Box
-� y A - y s / 145 LF OF 2'- v E
MM 15 N 1 18" _ �� v
VALLE��UTTER PR �B i % PANTED
V (CLD STD. �0.17B) �v Q • `� v - �� A
\ \ (NCDOT STD. 84 4, 840 -54)\ / (/) / \
6;.W 6" -� 6 "W - O / /
PROP.�2_LF OF 24" 0 P s� Q PLANT - v 15717230
WM g "w� A EX GRATE INLET V A 2
AREA PLANTFS ° A RIM ELEV.= 714.19 \ V 1 A Ex dA cH sIN JO CHRISTENBURY AND
" - - - - 6 "W WV INV. IN= 711.69 2 \�_ WIFE, ARY BREEN CHRISTENBURY
LINE G _ _ E v ?�-
✓ 1 NV, OUT= 711.E \ A �z» Rcp IN ouT E �1 91
/ 6"W - 6, (T REMOVED) TT \ o N s b� 3 4422G BARWICB LPG 505 -RRl a J w \ , A�� /� ( \ �.
� 0 \ Ex ME R.-
REMOVE AND REPLACE W � �o � / LINE "G" � � � � 6 »w��b »w \ ��O Nv.��v.7 s as33 �\ i 7 +69.70
50 LF OF V\-O" z �m M P OP ��� AINV ouT- o9 os \� �
VALLEY GUTTER
\ (CLD STD 10.178)
G G G �Ss
L
cy)
O
- -
- - -SEE-SHEET U6 FOR
O
>
- GAS- MAtN-P�O ON _ �
0
A� PLANED
+
�
ARE�4 I f
In
U
Hl
In
C14 1 - Ln
TA. 0 +29.
000
PROP. DBL BRICK \CA H BA$ N
N N
O
GRATE E�E .= 708.59 /
Q
04 C-) I �U
PROP. INV. U = 704.90
(-
(CLD//S . 20.03) I
O
N
W
~
cn
po L C „ N
°
Z
W
`15718105
O�m0a_Ll- _j
GLEN W- GRASIER AND
a
WIFE, NESDELIA J. GRASIER
I
=
IDB 207871PG 523 MB 7 1PG 507
o
+
4513 BARWICK RD.
U
REMOVE AND REPLACE
20 LF OF CURB & GUTTER
Q
W
�� (CLD STD 10.29)
(f
\ REMOVE AND REP ACE
I
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--
--
-
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/
C:) m z II•
rrL
- -
15" RCP
PROP. 57 LF O
m a
-
- - 5- RcP
mW
-
�
EXIST. GRADE
13:
-
-
i
EXIST. 6"
"+
W/L
0
-
(36 G
VER)
o
M
,�
-
o
-
j
EXIST. 8" SAN. SEWER
INV. =71
II
.29
- -
- -
-
-
_ - - - RCP \
>
z
TO REMAIN)
o
Z
EXIST. 8" SAN. SEWER
n
�
z
-
INV - 708.32
^x O
TO REMAIN
x o O
d
a
- PROP,-6ZALF OF 24" RCP CL
(MATCHI IN TO 7
II
LLJ
0 0.60%
PROP. 18" RCP
II II >
-- _
z_
>>>
a
a
of
N
in co
cs
�o
IL
O
LL.
O
vi •
w
w
II
00
A -U
zz
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c
�a
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CL
CL oa
00
lz
W -cr
as
5 +50
6 +00
6 +50
7 +00
7 +50
15717116
JAMES C. DEERKOSKI AND MEREDITH L. PERRY, �
JOINT_TENANTS WITH -RIGHT OF SURItv0RSHIP 12' WIDE CONC. RESIDENTIAL A /
AND_NOT TENANTS-IN COMMON DRIVEWAY (TYPE 1)
DB
DB 18J681PG 492 MB 7/ G 507 (CLD STD. 10.27A) \
4510 -BARWICK RD. A V 15717101
D v/lD ABA RTMANS�A
12 WIDE CONC RESIN L v � A �
DRIVEWAY (LYPE I)(16 SY) A. 5 +62.30 FIFE, AvROL�'IV S� BAAR7MAN5 �EX CATe4/ -BASIN
/ DB X195 P� 73� \ \
PROP. DBL ICK CATCH BAASIN1 \ GRATE LEV.= 717
(CID STD. 10. \ PLANTED INV.- 71 s.39
/ \ GRATE ELEV. 708.96 V B �/PG' S0� \ SEAv v v. our 4.74 i
\ 45 BAPWlCiC R�. \
(CLD S .0i _ � - - V A v v ` (70,,REMAI Q13 A- w�
PROTECT qLANTED PL NTED L \ v STA. 7+13.4 v
/ IGHT POLE AREA A ROB. BICIC TRAFFIC
_REMOVE AND REPLACE EARJNGwUNCTION Box
-� y A - y s / 145 LF OF 2'- v E
MM 15 N 1 18" _ �� v
VALLE��UTTER PR �B i % PANTED
V (CLD STD. �0.17B) �v Q • `� v - �� A
\ \ (NCDOT STD. 84 4, 840 -54)\ / (/) / \
6;.W 6" -� 6 "W - O / /
PROP.�2_LF OF 24" 0 P s� Q PLANT - v 15717230
WM g "w� A EX GRATE INLET V A 2
AREA PLANTFS ° A RIM ELEV.= 714.19 \ V 1 A Ex dA cH sIN JO CHRISTENBURY AND
" - - - - 6 "W WV INV. IN= 711.69 2 \�_ WIFE, ARY BREEN CHRISTENBURY
LINE G _ _ E v ?�-
✓ 1 NV, OUT= 711.E \ A �z» Rcp IN ouT E �1 91
/ 6"W - 6, (T REMOVED) TT \ o N s b� 3 4422G BARWICB LPG 505 -RRl a J w \ , A�� /� ( \ �.
� 0 \ Ex ME R.-
REMOVE AND REPLACE W � �o � / LINE "G" � � � � 6 »w��b »w \ ��O Nv.��v.7 s as33 �\ i 7 +69.70
50 LF OF V\-O" z �m M P OP ��� AINV ouT- o9 os \� �
VALLEY GUTTER
\ (CLD STD 10.178)
G G G �Ss
12 SY OF 4' CONC. SIDEWALK
(CLD STD. 1 .22)
0- r- / • 151 1
a o ® REMOVE AND REPLACE / LF OF 24 MCP
20 LF OF CURB & GUTTER �A R W/ CK / ' CLASS IV) /
(CLD STD 10 29) RD
IT
�(5 0) R MOVE 28 LF
L cu�B �i� /l OF EXIST. 18" RCP
t-
AEX SSMH
SS Gt RIM ELEV. =\713.52
\ (SW) INV. IN= 706.72
ASS �\ (NW) INV. IN= 705.72
I � � _� _�� INV. OUT= 705.
RcP� _EMAINN� - \ �� \� _
TED
PROTE POLE - -
/
ABANDON 245 LF
OF /EX. 18" RCP
1 �
/ 0D
C" STA. 0 +27.93 /
PROP. E ^:ICK CATCH BASIN
GRATE ELEV.= 713.24 / / / ' A
PROP. INV. OUT= 710.27
(NCDOT STD. 840.01, 840.03) PROP. 18" /PIPE PLUG
(NCDOT/tTD• 84071) AP OXIMATE RIM /713.9,
/ INV. = 70900
/ APPROX. LOCATION OF
R AND REPLACE 10 SY OF 4 CONC. SIDEV�IALK / BURIED JUIOVED),
O ✓BOX.
(CLD � 10.22) (Box HAS ESS) (TO BE
REM Wl lAND EPLAC�
34 LF OF CURB vGUTTER i
(CLD S 10.29Y
15718104
BRYAN LEE TYSON AND 11' WIDE CONC. R IDENTIAL
WIFE, KIMBERLY BUTLAK TYSON DRIVEWAY (TYP 1)(11 SY)
DB 248401PG 375 MB 7 1PG 507 (CLD S . 10.27A)
4501 BARWICK RD. p
. DBL. BRICK
/ v v CATCH BASIN
GRATE ELEV.= 715.40
6 �WV - v -TIE EX. 15" RCP TO
�Y PROP. DBL. CB
CLD STD. 20.03)
/ -722-
°,
°G' v
`RLANTED
V €X ATCH BASIN ARC CREPE YRTLE
1 �\
GRA ELEV.= 713.24 �� A M 23�
INV. lN, 709.44 NI
V / a ® INV. 0 T= 709.14 LO EX GRAIT INSET \
(TO Btu REMOVED)
s \ GRAT�_ELEV. 775.40
INV. OIJT� 713.20 A
R MOVE AND REPLACE V �
20 LF OF p �E
\ URB & GUTTER F \ XO REMOVED)-
D)
\LD STD 10.29) ���
\ \ j
Al �S'
TE
A
-� STA. 8 +26.27 \
PFR CATCH BASIN \
GRATE - ELEV. = 716.78
\ \ 3) (( OT�STD. 840.01, 840.
15718103 1 X N- \R CREPE MYL CR L �
SAMUEL ✓_GARDNER, 11 AND \
, c
-
-JAMES J. DIMARTINO REMOVE �4�ID REPLACE o o" GUM
AS JOINT TENANTS WITH THE - 20 LF OF CURB & GUTTER
RIGHT OF SURLVIVORS�HhPP \ (CLD STD 1029) - 13" PINE
DB 96341PG 402 MB 7 1PG 507 \
4417 BAR REMOVE 4N0.REPLACE 19" s. GUM
°-
1 "YlQF CONC. SIDEWALK o
\ 20�(CLD STD. 10.22)'
\12" PINE -_ -_
x
26" MAGN(
'o
730
725
720
715
710
705
700
695
690
8 +50
HORIZONTAL LOCATIONS ARE IN REFERENCE TO THE NORTH
CAROLINA STATE PLANE COORDINATE SYSTEM AS DEFINED
BY THE NORTH AMERICAN DATUM OF 1983 (NAD83).
ELEVATIONS ARE IN REFERENCE TO SEA LEVEL DATUM AS
DEFINED BY THE NORTH AMERICAN VERTICAL DATUM OF
1988 (NAVD 88).
SEE SHEET D7 FOR
PROPOSED ASPHALT
RESURFACING
WARNING:
OVERHEAD
ELECTRIC CROSSING
SEE SHEET U6
FOR PROPOSED UTILITY
NOTES AND SOFT DIG
INFORMATION
20' 0 20' 40'
HORIZONTAL SCALE: 1 " = 20'
4' 0 4' 8'
VERTICAL SCALE: 1" = 4'
PRELIMINARY -
00 NOT USE
FOR
CONSTRUCTION
E�
r�
"c
a
0
z
V°
L
cy)
O
- -
- - -SEE-SHEET U6 FOR
O
>
- GAS- MAtN-P�O ON _ �
0
A� PLANED
+
�
ARE�4 I f
In
U
Hl
In
C14 1 - Ln
TA. 0 +29.
000
PROP. DBL BRICK \CA H BA$ N
N N
GRATE E�E .= 708.59 /
Q
04 C-) I �U
PROP. INV. U = 704.90
(-
(CLD//S . 20.03) I
V)
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O�m0a_Ll- _j
GLEN W- GRASIER AND
a
WIFE, NESDELIA J. GRASIER
I
=
IDB 207871PG 523 MB 7 1PG 507
o
Q
4513 BARWICK RD.
U
REMOVE AND REPLACE
20 LF OF CURB & GUTTER
Q
W
�� (CLD STD 10.29)
(f
\ REMOVE AND REP ACE
12 SY OF 4' CONC. SIDEWALK
(CLD STD. 1 .22)
0- r- / • 151 1
a o ® REMOVE AND REPLACE / LF OF 24 MCP
20 LF OF CURB & GUTTER �A R W/ CK / ' CLASS IV) /
(CLD STD 10 29) RD
IT
�(5 0) R MOVE 28 LF
L cu�B �i� /l OF EXIST. 18" RCP
t-
AEX SSMH
SS Gt RIM ELEV. =\713.52
\ (SW) INV. IN= 706.72
ASS �\ (NW) INV. IN= 705.72
I � � _� _�� INV. OUT= 705.
RcP� _EMAINN� - \ �� \� _
TED
PROTE POLE - -
/
ABANDON 245 LF
OF /EX. 18" RCP
1 �
/ 0D
C" STA. 0 +27.93 /
PROP. E ^:ICK CATCH BASIN
GRATE ELEV.= 713.24 / / / ' A
PROP. INV. OUT= 710.27
(NCDOT STD. 840.01, 840.03) PROP. 18" /PIPE PLUG
(NCDOT/tTD• 84071) AP OXIMATE RIM /713.9,
/ INV. = 70900
/ APPROX. LOCATION OF
R AND REPLACE 10 SY OF 4 CONC. SIDEV�IALK / BURIED JUIOVED),
O ✓BOX.
(CLD � 10.22) (Box HAS ESS) (TO BE
REM Wl lAND EPLAC�
34 LF OF CURB vGUTTER i
(CLD S 10.29Y
15718104
BRYAN LEE TYSON AND 11' WIDE CONC. R IDENTIAL
WIFE, KIMBERLY BUTLAK TYSON DRIVEWAY (TYP 1)(11 SY)
DB 248401PG 375 MB 7 1PG 507 (CLD S . 10.27A)
4501 BARWICK RD. p
. DBL. BRICK
/ v v CATCH BASIN
GRATE ELEV.= 715.40
6 �WV - v -TIE EX. 15" RCP TO
�Y PROP. DBL. CB
CLD STD. 20.03)
/ -722-
°,
°G' v
`RLANTED
V €X ATCH BASIN ARC CREPE YRTLE
1 �\
GRA ELEV.= 713.24 �� A M 23�
INV. lN, 709.44 NI
V / a ® INV. 0 T= 709.14 LO EX GRAIT INSET \
(TO Btu REMOVED)
s \ GRAT�_ELEV. 775.40
INV. OIJT� 713.20 A
R MOVE AND REPLACE V �
20 LF OF p �E
\ URB & GUTTER F \ XO REMOVED)-
D)
\LD STD 10.29) ���
\ \ j
Al �S'
TE
A
-� STA. 8 +26.27 \
PFR CATCH BASIN \
GRATE - ELEV. = 716.78
\ \ 3) (( OT�STD. 840.01, 840.
15718103 1 X N- \R CREPE MYL CR L �
SAMUEL ✓_GARDNER, 11 AND \
, c
-
-JAMES J. DIMARTINO REMOVE �4�ID REPLACE o o" GUM
AS JOINT TENANTS WITH THE - 20 LF OF CURB & GUTTER
RIGHT OF SURLVIVORS�HhPP \ (CLD STD 1029) - 13" PINE
DB 96341PG 402 MB 7 1PG 507 \
4417 BAR REMOVE 4N0.REPLACE 19" s. GUM
°-
1 "YlQF CONC. SIDEWALK o
\ 20�(CLD STD. 10.22)'
\12" PINE -_ -_
x
26" MAGN(
'o
730
725
720
715
710
705
700
695
690
8 +50
HORIZONTAL LOCATIONS ARE IN REFERENCE TO THE NORTH
CAROLINA STATE PLANE COORDINATE SYSTEM AS DEFINED
BY THE NORTH AMERICAN DATUM OF 1983 (NAD83).
ELEVATIONS ARE IN REFERENCE TO SEA LEVEL DATUM AS
DEFINED BY THE NORTH AMERICAN VERTICAL DATUM OF
1988 (NAVD 88).
SEE SHEET D7 FOR
PROPOSED ASPHALT
RESURFACING
WARNING:
OVERHEAD
ELECTRIC CROSSING
SEE SHEET U6
FOR PROPOSED UTILITY
NOTES AND SOFT DIG
INFORMATION
20' 0 20' 40'
HORIZONTAL SCALE: 1 " = 20'
4' 0 4' 8'
VERTICAL SCALE: 1" = 4'
PRELIMINARY -
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715
710
705
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0+50
1+00
1+50
2 +00
2+50
3 +00
EXIST. ROAD GRADE
6" PI FN \ \ PROP. 5' CONC.
PLANTED PINE SIDEWALK WITH
` I 6 "CRE E TLE I AREA \ JG o 1z" D 2' PLANING
18" PINE 6 "C EPE MYRTLE/ STRIP I 5" DOG 14" MAPLE
MYRT � � l � — J � o -- U \ - 6.W 6„W 6 "W�� W - 6 "W 6 "W 6 "W O 6 "W 6.W 6.,W 6 "W 6„ 6 "W 6W 6„W 6 "W�W 6 "W �W - 6 W 6 W 6 "W - -- OE O OE OE _ OE OE —� OE , — \0E OE OE OE �E OE OE DoE OE ' OE M of OE OE
2' ROL�CURB EX SSMH RIM ELEV.= 719 8i i PROP. 5' CONC. / EX GRATE INLET / N PROP. 5' CONC. � , !A RIM ELEV.= 719.65 p� PROP. 5 SIDEWALK
NV IN = 713.65 NVN OUT= 7159 SIDEWALK WITH 0.I I / RIM ELEV.= 720.57 O R R D,- 5 V W SIDEWALK AT WITH 2' PLANTING STRIP
INV. OUT= 716.67 / wZ '
INV OUT = 711.85 2 PLANTING �U / TH PLANTING STRIP
/ (TO BE REWVED) STRIP —
SS
TIME
720
DPL I"
87 D
( /,I II OGWO90
ii
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\ 1 1 2 #" OAK /
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PROP. 1 RCP
(SEE SHEET 18)
G G '
/ 24-!L-
PRAY
�
Ft N(
o / NC
D m
0
m
0
m
--XI ELEV.= 720 67
�N
\ 24' CONC. COMMERCIAL \ M SELEV.= 724.18
m�
— INV. IN= 716.57
\
DRIVEWAY (TYPE IQ INV-OUT = 717.49
1s" RCP
I 1
(32SY)(CLDS 10.278)
18503218
\
— —
_ _
— i 2' ROLL CURB
0
\ 1851 3217 1
G _ - - —�
ALLAN M. BACON AND WIFE,
vQ
\
JOHN F. CAN RELL AND W /FE, I
\
— — — — _ KATHERINE R. BACON
- D0- 1256_4/PG 172 MB 9 1PG 225
� O p� co
In
18503279
JOSHUA DAVIS AND WIFE,
18503220
ASHLEY T.�CANTRELL
ASHLEY T C N 9 /PG 225 \
D� 113
Q
1 4600 Z�A YNOR RD.
� JENNIFER DA I/ /S
JOHN C. BURGESS AND WIFE,
ROSEZANE
\ 4610 GA YNC R RD.
a
I
\ �
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O
DB 23462/PG 958 MB 9 /PG 225
C. BURGESS
DB 4637/PG 915 MB 9 1PG 225
\ CHARLOTTE, Nq 28211 \ \
I \ 12" MARL Fl o l
c°
4524 GAYNOR RD.
Q
4518 GAYNOR RD.
6" PI FN \ \ PROP. 5' CONC.
PLANTED PINE SIDEWALK WITH
` I 6 "CRE E TLE I AREA \ JG o 1z" D 2' PLANING
18" PINE 6 "C EPE MYRTLE/ STRIP I 5" DOG 14" MAPLE
MYRT � � l � — J � o -- U \ - 6.W 6„W 6 "W�� W - 6 "W 6 "W 6 "W O 6 "W 6.W 6.,W 6 "W 6„ 6 "W 6W 6„W 6 "W�W 6 "W �W - 6 W 6 W 6 "W - -- OE O OE OE _ OE OE —� OE , — \0E OE OE OE �E OE OE DoE OE ' OE M of OE OE
2' ROL�CURB EX SSMH RIM ELEV.= 719 8i i PROP. 5' CONC. / EX GRATE INLET / N PROP. 5' CONC. � , !A RIM ELEV.= 719.65 p� PROP. 5 SIDEWALK
NV IN = 713.65 NVN OUT= 7159 SIDEWALK WITH 0.I I / RIM ELEV.= 720.57 O R R D,- 5 V W SIDEWALK AT WITH 2' PLANTING STRIP
INV. OUT= 716.67 / wZ '
INV OUT = 711.85 2 PLANTING �U / TH PLANTING STRIP
/ (TO BE REWVED) STRIP —
SS
TIME
720
DPL I"
87 D
( /,I II OGWO90
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PROP. 1 RCP
(SEE SHEET 18)
G G '
/ 24-!L-
PRAY
�
Ft N(
o / NC
D m
0
m
0
m
CONC APRON / _ WATER VAULT \ _ — — -
- -
\ el
PLANTED
_ _ _ — AREA
ELI — — _ PROT�C E — — �\ / PROTECT EX._ —� _ — _ \—pip E PROTECT EX. — \
X' —
-BRICK WALL r BRI WALL PROjE T EX. BRICK WA L _ — _ _ — — — BRtCFC WALL \ / �o" Do
TIE PROP. CURB AND GUTTER CONC. COMMERCIAL _ — FENCE
_�
TO E)C C�1R�A GUT1T DRI AY (TYPE I� / —
/ / PROTECT EX. (31 S LDS 10.27B) \ _ —
/ BRICK WALL \ � / _ _ _ _ —
�� gSph � — �/— — — F4' CONC. COMMERCIAL
20 CONC. COMMERCIAL q <r PROTECT EX.
PROP BRICK CA BASIN �i ADJUST WATER VgUCT FENCE v DRIVEWAY (TYPE II)
DRIVEWAY (TYPE II)
29SY)(CLDS 10.276 SEE SHEET 18 FOR INFORMATION FLUSH WITH S�WALK _ _ — — — — _ (26SY)(CLDS 10.278)
IP�ttOTECT EX. / / \ /� PROTECT EX. /
/Pf OT WALL I \ I BRICK WALL
I I I O
N 1 I I F/ 77 I-T \ \
I 00 <
1 I � W 78503C99
I I W z GAYNOR ARMS CONDOMINIUM APARTMENTS
Fp I W - DB 77221PG 696 /
1 I = 4527 GAYNOR RD.
( II V
i
W
W Q
c
3+50
4 +00
R�
730
725
720
715
710
705
700
18" PINE
12" MAGNOLIA
\ \
O
\ \
\ p 17jM M
OE �E,_ _ _ of N \
/ N
N
25' CONC. COMMERCIAL TIE TO EX.
DRIVEWAY (TYPE IQ SIDEWALK
(3�(CLDS 10.278)
ROLL CURB �-
0 D
30" SWEETGUM
5 ;1
/
r
PROP. 5' SIDEWALK
WITH 2' PLANTING STRIP
18503104
COTSWOLD CORNERS, LLC % WITHROW
ENTERPRISES INC.
DB 168171PG 896 MB 39 1PG 302
4501 RANDOLPH RD
TAPER � /
E MY T
PE-I YETLE_ 'T �—
7
IG-IRIV /
I
SEE SHEET XI FOR
SIDEWALK
CROSS SECTIONS
SEE SHEET 18 FOR
PROPOSED STORM
DRAINAGE
SEE SHEET D7 FOR
PROPOSED ASPHALT
RESURFACING
WARNING:
OVERHEAD
ELECTRIC CROSSING
SEE SHEET U6
FOR PROPOSED UTILITY
NOTES AND SOFT DIG
INFORMATION
20' 0 / 20' 40'
HORIZONTAL SCALE: 1 " = 20'
8'
VERTICAL SCALE: 1 " = 4'
HORIZONTAL LOCATIONS ARE IN REFERENCE TO THE NORTH
CAROLINA STATE PLANE COORDINATE SYSTEM AS DEFINED
BY THE NORTH AMERICAN DATUM OF 1983 (NAD83).
ELEVATIONS ARE IN REFERENCE TO SEA LEVEL DATUM AS
DEFINED BY THE NORTH AMERICAN VERTICAL DATUM OF
1988 (NAND 88).
Em
Emm
--XI ELEV.= 720 67
�N
\ 24' CONC. COMMERCIAL \ M SELEV.= 724.18
m�
— INV. IN= 716.57
\
DRIVEWAY (TYPE IQ INV-OUT = 717.49
1s" RCP
INV. OUT= 716.55
I
(32SY)(CLDS 10.278)
(TO REMAI
\
— —
_ _
— i 2' ROLL CURB
0
- -- — G G G — -G G
G _ - - —�
CONC APRON / _ WATER VAULT \ _ — — -
- -
\ el
PLANTED
_ _ _ — AREA
ELI — — _ PROT�C E — — �\ / PROTECT EX._ —� _ — _ \—pip E PROTECT EX. — \
X' —
-BRICK WALL r BRI WALL PROjE T EX. BRICK WA L _ — _ _ — — — BRtCFC WALL \ / �o" Do
TIE PROP. CURB AND GUTTER CONC. COMMERCIAL _ — FENCE
_�
TO E)C C�1R�A GUT1T DRI AY (TYPE I� / —
/ / PROTECT EX. (31 S LDS 10.27B) \ _ —
/ BRICK WALL \ � / _ _ _ _ —
�� gSph � — �/— — — F4' CONC. COMMERCIAL
20 CONC. COMMERCIAL q <r PROTECT EX.
PROP BRICK CA BASIN �i ADJUST WATER VgUCT FENCE v DRIVEWAY (TYPE II)
DRIVEWAY (TYPE II)
29SY)(CLDS 10.276 SEE SHEET 18 FOR INFORMATION FLUSH WITH S�WALK _ _ — — — — _ (26SY)(CLDS 10.278)
IP�ttOTECT EX. / / \ /� PROTECT EX. /
/Pf OT WALL I \ I BRICK WALL
I I I O
N 1 I I F/ 77 I-T \ \
I 00 <
1 I � W 78503C99
I I W z GAYNOR ARMS CONDOMINIUM APARTMENTS
Fp I W - DB 77221PG 696 /
1 I = 4527 GAYNOR RD.
( II V
i
W
W Q
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3+50
4 +00
R�
730
725
720
715
710
705
700
18" PINE
12" MAGNOLIA
\ \
O
\ \
\ p 17jM M
OE �E,_ _ _ of N \
/ N
N
25' CONC. COMMERCIAL TIE TO EX.
DRIVEWAY (TYPE IQ SIDEWALK
(3�(CLDS 10.278)
ROLL CURB �-
0 D
30" SWEETGUM
5 ;1
/
r
PROP. 5' SIDEWALK
WITH 2' PLANTING STRIP
18503104
COTSWOLD CORNERS, LLC % WITHROW
ENTERPRISES INC.
DB 168171PG 896 MB 39 1PG 302
4501 RANDOLPH RD
TAPER � /
E MY T
PE-I YETLE_ 'T �—
7
IG-IRIV /
I
SEE SHEET XI FOR
SIDEWALK
CROSS SECTIONS
SEE SHEET 18 FOR
PROPOSED STORM
DRAINAGE
SEE SHEET D7 FOR
PROPOSED ASPHALT
RESURFACING
WARNING:
OVERHEAD
ELECTRIC CROSSING
SEE SHEET U6
FOR PROPOSED UTILITY
NOTES AND SOFT DIG
INFORMATION
20' 0 / 20' 40'
HORIZONTAL SCALE: 1 " = 20'
8'
VERTICAL SCALE: 1 " = 4'
HORIZONTAL LOCATIONS ARE IN REFERENCE TO THE NORTH
CAROLINA STATE PLANE COORDINATE SYSTEM AS DEFINED
BY THE NORTH AMERICAN DATUM OF 1983 (NAD83).
ELEVATIONS ARE IN REFERENCE TO SEA LEVEL DATUM AS
DEFINED BY THE NORTH AMERICAN VERTICAL DATUM OF
1988 (NAND 88).
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HEAD OF RIFFLE ELEVATION
POINT PER PROFILE A
A _
FLOW
SEE PROFILE
FOR LENGTH OF RIFFLE
B
RUN I I RIFFLE
TOE OF SLOPE
TOP OF BANK (TYP)
B-
P1an View
NOTES:
1. GRADE PROPOSED CHANNEL PER PLAN.
2. EXCAVATE TO ACCOUNT FOR THICKNESS OF RIFFLE MATERIAL.
3. INSTALL TYPE 2 FILTER FABRIC AND RIFFLE MATERIAL AT THE MINIMUM
THICKNESS, COMPACTING WITH BACK OF BACKHOE BUCKET.
4. INSTALL RIFFLE TO MATCH THE HEAD OF RIFFLE AND TAIL OF RIFFLE
CONTROL POINT ELEVATIONS PER THE PROPOSED PROFILE.
5. RIFFLE SHALL BE INSTALLED IN A MANNER TO CREATE SMOOTH
TRANSITIONS BETWEEN THE UPSTREAM GLIDE AND DOWNSTREAM RUN.
6. IF SPECIFIED, BACKFILL MATERIAL UNDER RIFFLE SHALL BE PRIMARILY CLAY.
BACKFILL MATERIAL SHALL BE INSTALLED IN 6" LIFTS AND COMPACTED WITH
BACK OF BACKHOE BUCKET.
B
w ~ "�
z��
STRUCTUREINVERT/ A
ELEVATION POINT
PER PROFILE
LOG VANE STRUCTURE NOTES:
ROCK VANE STRUCTURE NOTES:
1. BOULDERS SHALL BE AT LEAST 3'x2'x1.5'.
2. VANE ARM SHALL BE BURIED INTO THE BANK A MINIMUM OF 5'.
3. FILTER FABRIC SHALL BE INSTALLED FROM THE MIDDLE OF THE HEADER BOULDERS
AND EXTEND DOWNWARD TO THE DEPTH OF THE BOTTOM FOOTER BOULDER, AND
THEN UPSTREAM FOR A MINIMUM OF 5'.
4. A TRENCH SHALL BE EXCAVATED BELOW THE BED FOR FOOTER BOULDER. FILL SHALL
BE PLACED ON THE UPSTREAM SIDE OF VANE ARM, BETWEEN THE ARM AND STREAM
BANK.
5. STARTING AT BANKFULL, FOOTER BOULDERS SHALL BE PLACED WITH NO GAPS
BETWEEN BOULDERS.
6. INSTALL TYPE 2 FILTER FABRIC.
7. PLACE RIVER COBBLE BEHIND FOOTER BOULDERS.
8. INSTALL HEADER BOULDERS AND OFFSET SLIGHTLY FROM FOOTER BOULDER. THERE
SHALL BE NO GAPS BETWEEN HEADER BOULDERS.
9. STRUCTURE SHALL BE CONSTRUCTED FOLLOWING ANGLE AND SLOPE
SPECIFICATIONS.
10. TIE HEADER BOULDERS INTO BANK AT % BANKFULL HEIGHT.
11. RIVER COBBLE SHALL BE PLACED ON THE UPSTREAM SIDE TO THE STRUCTURE.
12. AFTER ALL STONE HAS BEEN PLACED, THE UPSTREAM SIDE OF THE STRUCTURE SHALL
BE FILLED WITH ON -SITE SOIL TO THE ELEVATION OF THE TOP OF THE HEADER ROCK.
13. CONTRACTOR SHALL MARK CONTROLLING HEADER BOULDER WITH SPRAY PAINT TO BE
SURVEYED FOR AS- BUILTS.
14. USE FILTER FABRIC TO SEAL GAPS BETWEEN ROCK.
B'
TOP OF BANK (TYP)
HEAD OF RIFFLE
LIDE A' POOL CO
0 p O F- FILTER FABRIC
�
w -zn
m = � w
UJ
i < Z
U- 0
E2 U
TAIL OF RIFFLE ELEVATION
POINT PER PROFILE
1 C onstruc tee 'Riffle
C1 Not to Seale
TOP OF BANK (TYP)
TOE OF SLOPE (TYP)
/ EXCAVATE POOL
PER PROFILE
A\
FOOTER BOULDER
RIVER COBBLE
s
Plan View
Vane Arm Dimensions
W(FT)
2.0
H (FT)
0.3
X (FT)
10.2
0 (Degree)
20.0°
S(%)
3.7
HEADER BOULDER
Profile A -A'
z
N
Section B-B'
NONWOVEN /
FILTER FABRIC
TOE OF SLOPE
12" RIVER COBBLE MIX
TAIL OF RIFFLE
POOL
TOP OF BANK (TYP)
TOP OF BANK
DRIVER COBBLE
HEADER BOULDER
j f FOOTER BOULDER
VARIES
O'TOW
Section A -A'
STRUCTURE INVERT ELEVATION HEADER BOULDER
PER PROFILE
TOP OF BANK (TYP)
RIVER COBBLE
_ / S1_o E is
TOE OF SLOPE (TYP) ,�_` -���-
Q.-now
RIVER COBBLE
� saw �aw one*
FOOTER BOULDER
EXTEND FILTER
FABRIC 5' MIN. Profile B -B'
UPSTREAM
Rock Gross Vane
L 1 Not to Seale
Y
Z
Q
m
O
a-
0
h �
� h2
F11
FAI
o=
Y
z
Q
m
LL
O
a
O
B
SILL ELEVATION
PER PROFILE
1/3
Plan
Vane Arm Dimensions
Y (FT)
2.0
H (FT)
0.5
X (FT)
10.2
0 (Degree)
20.0°
S(%)
4.9
Plan View
BACKFILL ONSITE
LEAVE NO GAP
BETWEEN HEADER
HOOK BOULDERS
Ira
TOP OF BANK
RIAL
BACKFILL ONSITE MATERIAL
12" NOMINAL THICKNESS
/ OF RIVER COBBLE
Profile A -A)
SILL ELEVATION PER PROFILE
FILTER FABRIC
EXTEND FILTER
FABRIC 5' MIN.
UPSTREAM
EMBED 5'
INTO
BANK (TYP)
Section B- B9
NOTES:
1. BOULDERS SHALL BE AT LEAST 3'x2'x1.5'.
xx®ck SI ll
< Not to Seale
KEY IN FILTER FABRIC '
STRUCTURE ELEVATION POINT NONWOVEN
LOCATED ON HEADER ROCK. FILTER FABRIC
TOE OF SLOPE
EXCAVATE PER PROFILE
TOE OF SLOPE I
TOP OF BANK
/-RIVER COBBLE
HEADER BOULDER
f FOOTER BOULDER
VARIES
O'TOY
Section A -A' STRE,_,___ ,,. ,
ELEVATION POINT PER PROFILE.
Tno nC 0 A K I V
tow
j
HEADER BOULDER
i FOOTER BOULDER
NOTES:
1. OVER - EXCAVATE STREAM BED TO A DEPTH EQUAL TO THE TOTAL
THICKNESS OF THE HEADER AND FOOTER BOULDERS.
2. PLACE FOOTER BOULDERS OF THE VANE ARM. THERE SHALL BE
NO GAPS BETWEEN BOULDERS.
3. INSTALL NON -WOVEN FILTER FABRIC.
4. PLACE RIVER COBBLE BEHIND THE FOOTER BOULDERS.
5. INSTALL HEADER BOULDERS ON THE VANE ARM ON TOP OF AND
SET SLIGHTLY BACK FROM THE FOOTER BOULDERS (SUCH THAT
PART OF THE HEADER BOULDER IS RESTING ON THE COARSE
4 ®C�� �� ® ®� BACKFILL). HEADER BOULDERS SHALL SPAN THE SEAMS OF THE
FOOTER BOULDERS. THERE SHALL BE NO GAPS BETWEEN
Cl Not to Seale BOULDERS.
6. PLACE RIVER COBBLE BEHIND HEADER BOULDERS ENSURING
THAT ANY VOIDS BETWEEN THE BOULDERS ARE FILLED.
7. PLACE EACH BOULDER TO FORM THE HOOK BY INSTALLING A
FOOTER BOULDER, THEN A HEADER BOULDER. GAPS AS WIDE AS
1/4 TO 1/3 THE BOULDER DIAMETER SHALL BE LEFT BETWEEN THE
HOOK BOULDERS.
8. BOULDERS SHALL BE AT LEAST 3'x2'x1.5'.
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Staa 10+90 to 11 +28 CONSTRUCTION z o `o
Sheet i e Downstream off 109x59 RCBC� �'

3/4" CHAMFER
14" EXPOSED EDGES 24" OF
SUITABLE,COMPACTED
TOP OF WALL BACKFILL MATERIAL
SEE ELEVATION
VIEWS -1 I I1 I I1 I f1 I I =�
•' � =1 I I =1 I I =1 � I -1 � I —� I
BACKFILL WITH 24" MINIMUM
=1 I I WIDTH OF #57 STONE
#5 BARS VERTICAL
BARS ® 12" SPACING,
7-FI C.
#5 BARS HORIZONTAL
BARS ® 12" SPACING,
2" COVER
#4 DIAGONALS ® 12"
#5 BARS HORIZONTAL
ROUGHEN JOINT BARS @ 12" SPACING,
I BOTH DIRECTIONS
24" MIN.
j4 TOP OF FOOTING
11UPSTREAM ELEV= 663.24 ,
DOWNSTREAM ELEV= 662.04 _ d '
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5' -10"
_ 9' -0"
SECTION AT WING WALLS AT Al AND A2
SCALE: 3/8" = 1'
#5 BARS ® 18" ON CENTER, 15"
EPDXIED INTO TOP OF CULVERT
SLAB. EMBEDMENT TO BE 6"
III II 14" HEADWALL A1—
I— 11 Y2" HEADWALL AI
• d
d
PROPOSED 18' X 8'
RCBC
— III — III — III — III —I � ICI I I =�
III III III III —III I I I-
-I � VIII � VIII � ICI I II
—I � I— III —I � I— III — III —I I I
�I I I— III III — III —I I I��, �
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(4) #5 BARS.
MAINTAIN 1-1/2" COVER.
\
\
\
TIE BOTTOM BARS I \
TO WING WALL. r
18'X8' RCBC INVERT �
UPSTREAM ELEV= 662.74
DOWNSTREAM ELEV= 661.54
SECTION AT PARAPET
7 T
D 1 SCALE: 3/8" = 1'
GENERAL NOTES:
1. CONSTRUCTION SHALL BE IN
ACCORDANCE WITH NCDOT SPECIFICATIONS
SECTION 840.
2. ALL CONCRETE TO BE 4500 P.S.I.
COMPRESSIVE STRENGTH, CLASS "AA"
UNLESS OTHERWISE NOTED.
3. ALL CONCRETE REINFORCING STEEL
SHALL BE GRADE 60.
4. ALL DRAINAGE STRUCTURES OVER 3' -6"
IN DEPTH SHALL BE PROVIDED WITH STEPS
1' -0" ON CENTERS. STEPS SHALL BE IN
ACCORDANCE WITH NCDOT STD. 840.66.
5. ALL EXPOSED CORNERS SHALL BE
CHAMFERED 1 ".
6. ALL EXPOSED JOINTS WILL BE CONCAVE
TOOLED.
7. ALL PIPE IN STORM DRAIN STRUCTURE
SHALL BE STRUCK EVEN WITH THE INSIDE
WALL, GROUTED AND BRUSHED SMOOTH.
8. ALL DIMENSIONS RELATIVE TO
PLACEMENT OF REINFORCING STEEL ARE
TO CENTERS OF BARS.
9. FORMS ARE TO BE USED FOR
CONSTRUCTION OF THE BOTTOM SLAB.
TOP OF FOOTING
UPSTREAM ELEV= 663.24
DOWNSTREAM ELEV= 662.04
#5 HOOKS EPDXIED INTO
EXISTING RETAINING WALL
12" SPACING, 8" EMBEDMENT
BACKFILL WITH 24" MINIMUM
THICKNESS OF #57 STONE
ANTIETAM DRY STAK PATTERN
AT ALL EXPOSED VERTICAL
CONCRETE FACES
(HW A2 ONLY)
\
PROFOSEC FILL LINE
4" DIA. EEP HOLES. TYP.
BOTH WING . SE PLAN VIEW
FOR HORIZON AL SPACING. I
Lo
CAST IN PLACE PARAPET
(SEE DETAIL 7 FOR
REINFORCEMENT DETAILS.)
PROPOSED 18 X 8' ANTIETAM DRY STAK PATTERN
RCBC AT ALL EXPOSED VERTICAL
CONCRETE FACES
(HW A2 ONLY)
PROP. CHANNEL BOTTOM_ _
I (UPSTREAM INV = 665.9011 1 —i I i -1 11—
1 =1 11 =1 11 =1 11 =1 11 =1 11 =1 11El 1' E I 1 =1 1-1 I I-1 11 =1 11 =1 11 =1 11 =1 11 =1 11 =1
=1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 11
11 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111
iE�IIIIlliEilll�Eilll� -�III���III���II lii1 11111lll���lll���Ill� �lll�i�lll�I�lll��illlT�ll�
RCBC BEARING
DOWNSTREAM ELEV= 661.24
5 HEADWALL A2 - ELEVATION VIEW
D 1 SCALE: 3/8" = 1'
I
TOP OF WALL II III
ELEV = 673.20
LI
1 30" LONG BENT #6 BARS
OXIED INTO SIDE WALL
VERT ® 12" VERTICAL
ON C WITH 6"
EMBEDME
END OF WING
1 ELEV = 670.00
R PROPOSED FI L LI E
4 DIA. WEEP H ES
_ BOTH WINGS. SEE PL
I FOR HORIZONTAL SP
#5 HOOKS EPDXIED INTO
EXISTING RETAING WALL ® 12"
P. SPACING, 5" EMBEDMENT
VIEW
G. F_ — —
OIL RCBC
DOWNSTREAM ELEV= 660.04
dW CAST IN PLACE
CONCRETE BLOCK
ADD BRICKS FOR
ELEVATION
JUSTMENT IF
CESSARY.
Al A AND Al B SECTION - CATCH BASINS
SCALE: 3/8" = 1'
7
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#5 HOOKS EPDXIED INTO LL
— EXISTING RETAINING WALL
12" SPACING, 6" EMBEDMENT
PROPOSED 18' X 8'
RCBC
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*INSTALL TEMPORARY
SHORING AT EXISTING WALL
FOR PROTECTION DURING
CULVERT REPLACEMENT
EXISTING CONCRETE
RETAINING WALL TO REMAIN
2 HEADWALL Al - PLAN VIEW
D 1 SCALE: 3/8" = 1'
EXISTING REINFORCED CAST
IN PLACE RETAINING WALL
TO REMAIN
TIE #5 PARAPET BARS CAST IN PLACE PARAPET
­l- -All I Ill All (SFF nFTAII 7 FOR
4
D1
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L uLWuMu __j
3 WA AND Al B PLAN - CATCH BASINS
l SCALE: 3/8" = 1'
18"
g
3 LONG BENT #6 BARS /100-21
PDXIED INTO SIDE WALL
OF CULVERT @ 12" VERTICAL
ON CENTER WITH 6"
EMBEDMENT
7•
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ri HEADWALL Al - ELEVATION VIEW
D 1 SCALE: 3/8" = 1'
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DUCTILE IRON WALL PIPE
UBIC FOOT OF
TONE ENCASED
fER FABRIC.
7 STONE BACKFILL
9 TYPICAL WEEP HOLE DETAIL
D2 SCALE: 3/8" = 1'
FRAME AND COVER
8 SECTION - ACR(
D2 SCALE: 3/8" = 1'
7 PLAN - MANHOLE A6A
D2 SCALE: 3/8" = 1'
FRONT OF GRATE
ELEV= 680.51
GENERAL NOTES:
1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH NCDOT
SPECIFICATIONS SECTION 840.
2. ALL CONCRETE TO BE 4500 P.S.I. COMPRESSIVE STRENGTH,
CLASS "AA" UNLESS OTHERWISE NOTED.
3. ALL CONCRETE REINFORCING STEEL SHALL BE GRADE 60.
4. ALL DRAINAGE STRUCTURES OVER 3' -6" IN DEPTH SHALL BE
PROVIDED WITH STEPS 1' -0" ON CENTERS. STEPS SHALL BE IN
ACCORDANCE WITH NCDOT STD. 840.66.
5. ALL EXPOSED CORNERS SHALL BE CHAMFERED 1 ".
6. ALL EXPOSED JOINTS WILL BE CONCAVE TOOLED.
7. ALL PIPE IN STORM DRAIN STRUCTURE SHALL BE STRUCK EVEN
WITH THE INSIDE WALL, GROUTED AND BRUSHED SMOOTH.
8. ALL DIMENSIONS RELATIVE TO PLACEMENT OF REINFORCING
STEEL ARE TO CENTERS OF BARS.
9. FORMS ARE TO BE USED FOR CONSTRUCTION OF THE BOTTOM
SLAB.
NCDOT STD.
6 SECTION - DROP INLET A4
D2 SCALE: 3/8" = 1'
1�1I
uuuuuuuuuuuuuuu
��uuuu���uuuu�� PROPOSED
�uuuuuuuuuuuuuuu 10' X 5' RCBC
BRICK CHIMNEY
r5-
PLAN
- DROP
INLET A4
D2
SCALE:
3/8" =
1'
TOP OF SLAB
ELEV = 668.11
3/4" CHAMFER
EXPOSED EDGES
12"
TOP OF WALL
ELEV= 675.50674.50 I III III III III
ANTIETAM DRY STAK PATTERN — III — III — III — III -I
AT ALL EXPOSED VERTICAL , d I I— III —III —III_ I 1(—
CONCRETE FACES 1 III —III I II
#5 BARS HORIZONTAL
BARS ® 12" SPACING, °
d
• -'W�BACKFILL WITH 24" MINIMUM
#5 BARS VE THICKNESS OF #57 STONE
BARS ® PACING, 9
2" COVER
#4 DIAGONALS ® 12"
ROUGHEN JOINT d
#5 BARS HORIZONTAL
2" COVER BARS ® 12" SPACING,
TOP OF SLAB BOTH DIRECTIONS ,�
ELEV = 668.11 d a d
d• ^d r iv
9..
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N , (o
J4
I 3" COVER
9' -10"
4 SECTION - HEADWALL A3
D2 SCALE: 3/8" = 1'
15"
#5 BARS ® 12" ON CENTER,
EPDXIED INTO TOP OF CULVERT
SLAB. EMBEDMENT TO BE 6 "�
PROPOSED _j
10' X 5' RCBC
INVERT = 668.94
2" COVER
° e °
I I -1 I I1.
\ -3" COVER 5 012"
BOTH WAYS
8' -10"
9' -10"
(4) #5 BARS.
MAINTAIN 1/2" COVER
%" CHAMFER AT ALL
EXPOSED EDGES
— ANTIETAM DRY STAK
PATTERN AT ALL
EXPOSED VERTICAL
CONCRETE FACES
TIE BOTTOM BARS IN
TO WING WALLS
#5 ®12"
BOTH WAYS
� wWw.
•
3 HEADWALL A3 - SECTION VIEW
D2 SCALE: 3/8" = 1'
2" COVER
�r-
END OF WING
ELEV = 675.00
4" DUCTILE RONI WALL PIPE,/
AS EEP HOLE.
FILL LINE
2
PLAN
VIEW -
HEADWALL A3
D2
SCALE:
3/8"
= 1'
#5 HOOKS EPDXIED INTO TOP
WALL OF CULVERT ®12"
SPACING, 6" EMBEDMENT
PROPOSED 10'X5' —J
RCBC
INVERT = 668.94
ANTIETAM DRY STAK PATTERN AT ALL
EXPOSED VERTICAL CONCRETE FACES
ELEVATION VIEW - HEADWALL A3
D2 SCALE: 3/8" = 1'
i
i
PROPOSED REINFORCED
CAST IN PLACE HEADWALL
TOP OF PARAPET
ELEV = 675.57±. END OF WING
ELEV = 675.00
FILL LINE
30" LONG BENT #5 BARS
EPDXIED INTO SIDE WALL OF
CULVERT ® 12" VERTICAL ON
CENTER WITH 6" EMBEDMENT
(TYP)
N 4 "' D�U TILE IRON WALL PIPE
AS WE P H LE.
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2 "COVER
TOP OF SLAB
678.30
#4 @ 8"
BOTH WAYS
#4 @ 6"
BOTH WAYS
PROP 10'X5'
RCBC
NCDOT STD.
840.03
#6 @ 6"
BOTH WAYS
2' -2"
-1" CLEAR,T'
PROP
48 RCP
-INV. 671.62
FRONT OF GRATE
ELEV= 680.29
#6 @ 12"
BOTH WAYS
2 "COVER
BOTH WAYS
#4 @ 6"
BOTH WAYS
PROP
54" RCP
GENERAL NOTES:
1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH NCDOT
SPECIFICATIONS SECTION 840.
2. ALL CONCRETE TO BE 4500 P.S.I. COMPRESSIVE STRENGTH,
CLASS "AA" UNLESS OTHERWISE NOTED.
3. ALL CONCRETE REINFORCING STEEL SHALL BE GRADE 60.
4. ALL DRAINAGE STRUCTURES OVER 3' -6" IN DEPTH SHALL BE
PROVIDED WITH STEPS 1' -0" ON CENTERS. STEPS SHALL BE IN
ACCORDANCE WITH NCDOT STD. 840.66.
5. ALL EXPOSED CORNERS SHALL BE CHAMFERED 1 ".
6. ALL EXPOSED JOINTS WILL BE CONCAVE TOOLED.
7. ALL PIPE IN STORM DRAIN STRUCTURE SHALL BE STRUCK EVEN
WITH THE INSIDE WALL, GROUTED AND BRUSHED SMOOTH.
8. ALL DIMENSIONS RELATIVE TO PLACEMENT OF REINFORCING
STEEL ARE TO CENTERS OF BARS.
9. FORMS ARE TO BE USED FOR CONSTRUCTION OF THE BOTTOM
SLAB.
(4) #6 DIAGONAL
BARS @ 2"
54" RCP
10'X5' RCPC INV. IN= 670.31
INV. OUT= 669.80
d
SLAB BEARING I ROUGHEN JOINT
EL.= 667.72 2" COVER
#6 @ 6"
BOTH WAYS
12" lw 12"
13' -0"
7 SECTION AT 16'X16' TRAFFIC BEARING JUNCTION BOX A5
48" RCP
Ir INV. IN= 671.62
SCALE: 3/8" = 1'
NCDOT STD. BRICK FCtKCDOT STD
840.03 HEIGHT ADJUSTMENT 840.5
FRONT OF GRATE
#6 @ 12"
BOTH WAY ELEV= 680.29
S
#6 @ 6"
BOTH WAYS
TOP OF SLAB
678.30
n . d
#4 @ 8 2 "COVER
BOTH WAYS #4 @ 6"
• BOTH WAYS
PROP 48" RCP
2 "COVER-
ROUGHEN
JOINT
rL SLAB BEARING
EL.= 667.72
12"
2 "COVER
CLEAR'
PROP
54" RCP
INV. 670.31
#6 @ 6'
BOTH WAYS
12'-0"
14' -0"
4 RIM
ELEV= 681.00
BRICK FOR
HEIGHT ADJUSTMENT
#4 @ 8»
BOTH WAYS
#4 @ 6"
BOTH AYS
DRAINAGE STRUCTURE
STEPS @ 1' -0" O.C.
( NCDOT ST . 840.66)
PROP
7'X51 RCBC
(4) #6 DIAGONAL
BARS @ 2" 7'X5' RCBC
INV. IN= 670.17
SECTION AT JUNCTION BOX A5
SCALE: 3/8" = 1'
12"
#7
T,
BAI
N
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00 o
5 PLAN VIEW BOX A5
D3 SCALE: 3/8" = 1'
#4 @ 12"
N #4 @ 12" #4 @ 6" BOTH WAYS
LONGITUDINAL TRANSVERSE
OILTOP OF SLAB
EL.= 677.42
WEIR OPENING
WEIR ELEV WEIR OPENING
EL.= 676.00
I I
00 o
in
#6 DIAGON,
#4 @ 6" 1" GL BARS @ 2"
BOTH WAYS
V
°
a
2 "COVER
m
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PROP 54 "RCP
W
J o
2
INV= 670.69
#4 @ 12"
o
BOTH WAYS
m Ln
w
ROUGHEN JOINT
V)
Q
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SLAB BEARING
t�
d
EL.= 668.98
2"
CLEAR #4 @ 12" #4 @ 6"
LONGITUDINAL TRANSVERSE
8„
10' -6"
PRELIMINARY -
a)� Ln rn I
11' -10"
2 "COVER
WEIR OPENING 00
-2 "COVER
#4 @ 6"
BOTH WAYS
I �
� I
_ #4 @ 6" 00
BOTH WAYS
ROUGHEN JOINT
�n
4 )SECTION AT OPEN THROAT CATCH BASIN 11
D3,) SCALE: 3/8" = 1'
54" RCP
INV. OUT= 670.69
#4 @12" #4 @ 12 "
LONGITUDINAL BOTH WAYS
4TOP OF SLAB
EL.= 677.42
WEIR
EL.= 676.00
2 "COVER
DRAINAGE STRUCTURE
STEPS @ 1' -0" O.C.
( NCDOT STD. 840.6) -.
PROP. 54" RCP
2 "COVER
#4 @ 6"
TRANSVERSE
,-,-2 "COVER
- #4-0 6"
;-BOTH WAYS
EXISTING
DUAL 36" RCP
I
36 "RCP
INV. IN= 672.28
#4 @ 6"
;;;;--BOTH WAYS
SLAB BEARING I ROUGHEN JOINT
EL.= 668.98 4 @ 6"
LO GIT DINAL TRANSVERSE
5' -0"
12" 12"
6'-4"
.40 mw
SECTION AT OPEN THROAT CATCH BASIN 11
SCALE: 3/8" = 1'
TOP OF SLAB
'fEL.= 677.42
,gkWEIR
EL.= 676.00
#4 @6 "�
BOTH WAYS
2 "COVER -�
#4 @ 12 "__/,
BOTH WAYS
ROUGHEN JOINT
SLAB BEARING
#4 @ 12'
#4 @ 12"
#4 @6" BOTH WAYS
LONGITUDINAL TRANSVERSE
_n
EXISTING
36" RCP
INV. 672.28
[we
#6 DIAGONAL,
BARS @ 2"
_-2 "COVER
EXISTING
36" RCP
INV. 672.23
2 "COVER
-2 "COVER
#4 @ 6"
BOTH WAYS
_ #4 @ 6"
BOTH WAYS
ROUGHEN JOINT
EL.= 668.98 #4 @ 12 "--/ #4 @ 6 "_/
LONGITUDINAL TRANSVERSE
8„ 10' -6" 8,>
11' -10"
SECTION AT OPEN THROAT CATCH BASIN 11
SCALE: 3/8" = 1'
!9
(3) #6 BARS @ 21AGrN
��t` AT BOTTOM MAT NAYS
O AT MANHOLE F4b1E
RE 6052 -C
MANHOLE FRAME �6
AND SOLID /
COVER OR
APPROVED /
EQUAL
\ O --
O
PLAN VIEW - OPEN THROAT CATCH BASIN 11
SCALE: 3/8" = 1'
00
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W
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PRELIMINARY -
DO NOT USE
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66" RCP
INV. OUT = 677.67
E
4
0
O
RIM
EL.= 687.92
#6 @ 12
BOTH WAYS
TOP OF SLAB
EL. 684.71
SLAB BEARING
EL.= 675.88
FRAME AND COVER
( NCDOT STD.840.54)
(5) #6 DIAGONALS
AT 2" SPACING
#6 © 12" BOTH
WAYS OUTSIDE MAT
�7� SECTION - JUNCTION BOX A9
TOP OF SLAB
EL.= 684.71
#6 @ 12"
BOTH WAYS
#6 © 8"
BOTH WAYS
ROUGHEN JOINT
66" RCP
INV. OUT = 677.67
SLAB BEARING
qV EL.= 675.88 1
12"
SCALE: 3/8" = 1'
#6 ® 12"
BOTH WAYS
#6 @ 6"
BOTH WAYS
0
I i
(V I
2"
(5) #6 IAG NALS AT 2"
�SPACIN 2 AYS
PROP 60" RC
-4- 1 _ co
PROP 66" RCP
INV = 677.67 %� BEND DIAG NALS FOR 60"
PIPE INTO DJACENT WALL
66" RCP ogL
INV IN= 678.06
#6 ® 6"
BOTH WAYS
8' -0"
12"
10' -0"
SECTION - JUNCTION BOX A9
SCALE: 3/8" = 1'
GENERAL NOTES:
1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH NCDOT
SPECIFICATIONS SECTION 840.
2. ALL CONCRETE TO BE 4500 P.S.I. COMPRESSIVE STRENGTH,
CLASS "AA" UNLESS OTHERWISE NOTED.
3. ALL CONCRETE REINFORCING STEEL SHALL BE GRADE 60.
4. ALL DRAINAGE STRUCTURES OVER 3' -6" IN DEPTH SHALL BE
PROVIDED WITH STEPS 1' -0" ON CENTERS. STEPS SHALL BE IN
ACCORDANCE WITH NCDOT STD. 840.66.
5. ALL EXPOSED CORNERS SHALL BE CHAMFERED 1 ".
6. ALL EXPOSED JOINTS WILL BE CONCAVE TOOLED.
7. ALL PIPE IN STORM DRAIN STRUCTURE SHALL BE STRUCK EVEN
WITH THE INSIDE WALL, GROUTED AND BRUSHED SMOOTH.
8. ALL DIMENSIONS RELATIVE TO PLACEMENT OF REINFORCING
STEEL ARE TO CENTERS OF BARS.
9. FORMS ARE TO BE USED FOR CONSTRUCTION OF THE BOTTOM
SLAB.
12"
10' -0"
8' -0"
12"
7
D4
5 PLAN VIEW - JUNCTION BOX A9
D4 SCALE: 3/8" = 1'
#6 ® 12"
BOTH WAYS #6 © 6"
2" COVER BOTH WAYS
TOP OF SLAB
OIL
EL.= 684.69
#6 ® 12"
BOTH WAYS
2" COVER ---`�
#6 @ 8 "-
BOTH WAYS
ROUGHEN
JOINT
SLAB BEARING
EL.= 674.44
N
_
FRAME AND COVER
(3) #6 BARS O 2" SPACING
Z
RIM
AT BOTTOM MAT, 2 WAYS
I
AT MANHOLE FRAME
0
o
m
�
#6 ® 12"
BRICK FOR
N
7
D4
5 PLAN VIEW - JUNCTION BOX A9
D4 SCALE: 3/8" = 1'
#6 ® 12"
BOTH WAYS #6 © 6"
2" COVER BOTH WAYS
TOP OF SLAB
OIL
EL.= 684.69
#6 ® 12"
BOTH WAYS
2" COVER ---`�
#6 @ 8 "-
BOTH WAYS
ROUGHEN
JOINT
SLAB BEARING
EL.= 674.44
#6 @ 6"
BOTH WAYS
8'-0"
12" 12"
10' -0"
SECTION - JUNCTION BOX A7
SCALE: 3/8" = 1'
v�
FRAME AND COVER
( NCDOT STD.840.54)
Z
RIM
�
I
EL.= 687.92
o
m
�
#6 ® 12"
BRICK FOR
BOTH WAYS
-rr�
HEIGHT ADJUSTMENT----j
II
I
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0
• 1
Cv I ` U-)
#6 © 6"
�a
1�1
BOTH WAYS
NN000
#6 ®12" BOTH I
I
Qc) L rn I
TOP OF SLAB jk
WAYS
�N0. tLn�
>.
EL.= 684.69
c
1 ..
2 "COVER
2 "COVER
x
OIL
#6 ® 12" BOTH
ION
I
4
WAYS
m
u O X N
i W10100
EACH WAY
EACH WAY
#6 @ 6"
BOTH WAYS
8'-0"
12" 12"
10' -0"
SECTION - JUNCTION BOX A7
SCALE: 3/8" = 1'
ik 7'X5' RCBC
INV. OUT= 676.36
2" CLEAR
J a
SLAB BEARING
ll�E
#6 ® 6„
BOTH WAYS
8' -0"
12"
10'- 0"
SECTION - JUNCTION BOX A7
RIM
lf'EL.= 687.92
BRICK FOR i
HEIGHT ADJUSTMENT i
OIL i
I i
i
i
TOP OF SLAB
EL.= 684.69
2" COVER
#6 ® 12"-
BOTH WAYS
#6 @ 8"
BOTH WAYS
ROUGHEN
JOINT
SLAB BEARING
EL.= 674.44
12"
12"
N
I
0 0
I
00
' INV IN= 678.06
#4 ® 6" BOTH
WAYS OUTSIDE
MAT
SCALE: 3/8" = 1'
2 "COVER
#6 @ 12"
BOTH WAYS
#6 ® 6"
BOTH WAYS
2 "COVER ®12 ""
BOTH WAYS
DRAINAGE STRUCTURE
STEPS © 1' -0" O.C. #6 @8
( NCDOT STD. 840.66) BOTH WAYS
(2) #6 I
DIAGO ALS AT
2" SP CING
VPROP PROP
1R" RrP 66" RCP
2" CLEAR
I° I ROUGHEN
JOINT
#6 ® 6"
BOTH WAYS
9'- 0"
12"
11' -0"
SECTION - JUNCTION BOX A7
SCALE: 3/8" = 1'
10' -0"
66" RCP
INV IN= 676.77
2
D4
PLAN VIEW - JUNCTION BOX A7
SCALE: 3/8" = 1'
in
N
0 r>
I I
00 0
in
0
I
FEN
FEN
v�
FRAME AND COVER
( NCDOT STD.840.54)
Z
RIM
�
I
EL.= 687.92
o
m
�
#6 ® 12"
BRICK FOR
BOTH WAYS
-rr�
HEIGHT ADJUSTMENT----j
II
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0
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�a
BOTH WAYS
NN000
#6 ®12" BOTH I
I
Qc) L rn I
TOP OF SLAB jk
WAYS
�N0. tLn�
1..1
EL.= 684.69
ca
2 "COVER
2 "COVER
x
OIL
#6 ® 12" BOTH
J p
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4
WAYS
m
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EACH WAY
EACH WAY
2 "COVER
DRAINAGE STRUCTURE
STEPS
@ 1' -0" O.C.
PROP 7'X5'
( NCDOT
STD. 840.66)
PROP
RCBC
18" RCP
ik 7'X5' RCBC
INV. OUT= 676.36
2" CLEAR
J a
SLAB BEARING
ll�E
#6 ® 6„
BOTH WAYS
8' -0"
12"
10'- 0"
SECTION - JUNCTION BOX A7
RIM
lf'EL.= 687.92
BRICK FOR i
HEIGHT ADJUSTMENT i
OIL i
I i
i
i
TOP OF SLAB
EL.= 684.69
2" COVER
#6 ® 12"-
BOTH WAYS
#6 @ 8"
BOTH WAYS
ROUGHEN
JOINT
SLAB BEARING
EL.= 674.44
12"
12"
N
I
0 0
I
00
' INV IN= 678.06
#4 ® 6" BOTH
WAYS OUTSIDE
MAT
SCALE: 3/8" = 1'
2 "COVER
#6 @ 12"
BOTH WAYS
#6 ® 6"
BOTH WAYS
2 "COVER ®12 ""
BOTH WAYS
DRAINAGE STRUCTURE
STEPS © 1' -0" O.C. #6 @8
( NCDOT STD. 840.66) BOTH WAYS
(2) #6 I
DIAGO ALS AT
2" SP CING
VPROP PROP
1R" RrP 66" RCP
2" CLEAR
I° I ROUGHEN
JOINT
#6 ® 6"
BOTH WAYS
9'- 0"
12"
11' -0"
SECTION - JUNCTION BOX A7
SCALE: 3/8" = 1'
10' -0"
66" RCP
INV IN= 676.77
2
D4
PLAN VIEW - JUNCTION BOX A7
SCALE: 3/8" = 1'
in
N
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E
a
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m
FRAME, GRATE, AND HOOD
NCDOT STD. 840.03
GRATE ELEV = 726.99
4TOP OF SLAB
726.41 r-,4 0 6" BOTH WAYS
10" 2' -2" OUTSIDE MAT
5' -0"
#6 @ 9"
2'-7)/2"
HORIZONTAL @
PROP 4'X2' RCBC INSIDE MAT
INV= 723.04 #6 ®6"
VERTICAL
INSIDE MAT
1' -3"
BEARING
EL.= 721.79
6' -4"
SECTION - DOUBLE
10 CATCH BASIN B 2 2
D5 SCALE: 3/8" = 1'
FRAME, GRATE,
AND HOOD
NCDOT STD.
#6 ® 12" 840.03
BOTH WAYS _\
#6 ® 6" VERTICAL
® INSIDE MATS
#6 @ 6"
BOTH WAYS
GRATE ELEV = 726.99
TOP OF SLAB
726.41
4' X 2' RCB� 24" RCP
~ 72 ~
INV. OUT INV = INV IN
EL.= 723.04 EL.= 723.14
15"
#4 O 6" BOTH WAYS BEARING gk
OUTSIDE MAT EL.= 721.79
\_(2) #6 DIAGONALS
AT 2" SPACING, 4
WAYS
SECTION - DOUBLE
r_9_' CATCH BASIN B 2 2
D5 SCALE: 3/8" = 1'
FRAME, GRATE, AND HOOD
NCDOT STD. 840.03
GRATE ELEV = 726.99
TOP OF SLAB
#6 ® 12"
BOTH WAYS
#6 @ 6"
BOTH WAYS
#4 ® C
BOTH WAYS
--",Z
#6 ® 9"
HORIZONTAL
_n
V°
L
1
wx�
♦
L
O -a
Z
i
726.41
10"
7 (2) #6 DIAGONALS
SAT 2" SPACING, 4
WAYS
1' -3"
BEARING
#6 ®6" EL.= 721.79
VERTICAL #6
INSIDE MAT BOTH H WAYS
6' -4"
SECTION - DOUBLE
8 CATCH BASIN B 2 2
D5 SCALE: 3/8" = 1'
PLAN VIEW - DOUBLE
7 CATCH BASIN B 2 2
D5 SCALE: 3/8" = 1'
GENERAL NOTES:
1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH NCDOT
SPECIFICATIONS SECTION 840.
2. ALL CONCRETE TO BE 4500 P.S.I. COMPRESSIVE STRENGTH,
CLASS "AA" UNLESS OTHERWISE NOTED.
3. ALL CONCRETE REINFORCING STEEL SHALL BE GRADE 60.
4. ALL DRAINAGE STRUCTURES OVER 3' -6" IN DEPTH SHALL BE
PROVIDED WITH STEPS 1' -0" ON CENTERS. STEPS SHALL BE IN
ACCORDANCE WITH NCDOT STD. 840.66.
5. ALL EXPOSED CORNERS SHALL BE CHAMFERED 1 ".
6. ALL EXPOSED JOINTS WILL BE CONCAVE TOOLED.
7 ALL PIPE IN STORM DRAIN STRUCTURE SHALL BE STRUCK EVEN
WITH THE INSIDE WALL, GROUTED AND BRUSHED SMOOTH.
8. ALL DIMENSIONS RELATIVE TO PLACEMENT OF REINFORCING
STEEL ARE TO CENTERS OF BARS.
9. FORMS ARE TO BE USED FOR CONSTRUCTION OF THE BOTTOM
SLAB.
10. HIGH STRENGTH, FAST CURING CONCRETE TO BE USED ON
ALL SHARON AMITY STRUCTURES.
,gkTOP OF SLAB
726.15
#6 ® 6"
VERTICAL
#6 ® 9" •
HORIZONTAL
18" RCP
18" RCP
INV. = 722.89
Fli
ROUGHEN
JOINT
12"
FRAME AND COVER
NCDOT STD. 840.54
RIM
-=t Fl FV = 79R .9R
PROP
UAL 3' X 2' RCE
-INV = 722.79
#6 @12"
BOTH WAYS
6 @ 12"
LONGITUDINAL
#6 ® 4"
TRANSVERSE
#4 @6"
2) AT 2" SPACING
3 WAYS
#6 @ 12"
BOTH WAYS
9' -0"
I
6 �SECTION - JUNCTION BOX B21
D5) SCALE: 3/8" = 1'
#6 ® 4"
LONGITUDINAL
4TOP OF SLAB F
726.15
PROP
18" RCP
V = 722.
UAL 3'X2' RCBC
NV. OUT = 722.79
#4 @6"
OLSLAB BEARING BOTH WAYS
721.21
#6
12"
:H WAY
- #6 ® 12"
TRANSVERSE
HORIZONTAL #6 H 12"
BOTH WAYS
12" 12"
4' -6"
6' -6"
�5 SECTION - JUNCTION BOX B21
D5 % SCALE: 3/8" = 1'
6' -6"
18" RCP
18" R
INV. =722.
12"
(2) #6 DIAGONALS
AT 2" SPACING, 4
(NAYS o
T
X 2' RCBC INV IN OlL N d
ELEV. = 722.89
#6 © 6"
VERTICAL
in
4 \PLAN VIEW - JUNCTION BOX 621
D5) SCALE: 3/8" = 1'
0
jb24" R(
N N V.
O
I
0
I
#6 @12"
LONGITUDINAL
#6 @ 4"
TRANSVERSE
TOP OF
725.34
24" RCP ---e-
OILSLAB BEARING
720.67 (�J) #6 tT 2"
SPACING`` 3 PACES
12"
#6 @12"
BOTH WAYS
FRAME AND COVER
NCDOT STD. 840.54
RIM
FI FV = 776 04
#4 ® 6»
BOTH WA
PROP #6 @ 9»
AL 3' X 2' RCBC HORIZONTAL
-INV = 722.45 #6 �? 6
17
"
VERTICAL
#6 ® 6"
BOTH WAYS
11' -0" 12"
13' -0"
SECTION - JUNCTION BOX B20
SCALE: 3/8" = 1'
#6 ® 4"
LONGITUDINAL
4TOP OF SLAB
725.34
PROP
UAL 3' X 2' RCBC
DUAL 3' X 2' RCBC
INV. OUT= 722.25
#4 @ 6"
BOTH WAYS •�
SLAB BEARING
720.67
2" CLEAR
5 ® 12"
ACH WAY
#6 @ 6"
TRANSVERSE
PROP PROP
24" RCP DUA� 3' X 2' RCB
I V = 722. ~
\- #6 ® 6 "
BOTH AYS
4' -6"
12" 12"
6' -6"
2 SECTION - JUNCTION BOX B20
D5) SCALE: 3/8" = 1'
6' -6" - I
J INV. IN= 722.45
(2) #6 DIAGONALS
AT 2" SPACING
#6 ® 9"
HORIZONTAL
#6 @ 6"
VERTICAL
1 PLAN VIEW - JUNCTION BOX B20
SCALE: 3/8" = 1'
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FRAME, GRATE, AND HOOD
NCDOT STD. 8
TOP OF S
720.69
(3) #6 DIAGONALS
AT 2" SPACING, 4
WAYS
SLAB BE
GENERAL NOTES:
1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH NCDOT
SPECIFICATIONS SECTION 840.
2. ALL CONCRETE TO BE 4500 P.S.I. COMPRESSIVE STRENGTH,
CLASS "AA" UNLESS OTHERWISE NOTED.
3. ALL CONCRETE REINFORCING STEEL SHALL BE GRADE 60.
4. ALL DRAINAGE STRUCTURES OVER 3' -6" IN DEPTH SHALL BE
PROVIDED WITH STEPS 1' -0" ON CENTERS. STEPS SHALL BE IN
ACCORDANCE WITH NCDOT STD. 840.66.
5. ALL EXPOSED CORNERS SHALL BE CHAMFERED 1 ".
6. ALL EXPOSED JOINTS WILL BE CONCAVE TOOLED.
7 ALL PIPE IN STORM DRAIN STRUCTURE SHALL BE STRUCK EVEN
WITH THE INSIDE WALL, GROUTED AND BRUSHED SMOOTH.
8. ALL DIMENSIONS RELATIVE TO PLACEMENT OF REINFORCING
STEEL ARE TO CENTERS OF BARS.
9. FORMS ARE TO BE USED FOR CONSTRUCTION OF THE BOTTOM
SLAB.
'ATE ELEV.
722.48 #6 @ 12"
EACH WAY
Y EL.= 710.86 \\_#6 @ 6"
7 0 EACH WAY
' -"
8" 8°
8' -4"
8 S ECTI O N - CATC H BAS I N A 13
D 6 SCALE: 3/8" = 1'
#6 @ 6"
EACH WAY
TOP OF SLAB �
720.69 I
(2) #6 DIAGONALS
AT 2" SPACING, 4
El
N INV. ELEV
=718.00
0
OgL54" RCP
INV. OUT= 712.57
\ / 2" ICLEAR (TYP)
00
SLAB BEARING
EL. = 710.86
@ 12"
CH WAY
#6 @ 6"
EACH WAY (TYP)
#6 @ 12"
EACH WAY (TYP)
--W-42" RCP
@ 6"
.H WAY
4' -0"
SECTION - CATCH BASIN Al 3
o
I
i
42" RCP
INV. IN= 712.77
in
SCALE: 3/8" = 1'
FRAME, GRATE, AND HOOD
NCDOT STD. 840.03
#6 @ 12"
EACH WAL,tz=
#6 @ 6"
EACH WAY
jgkTOP OF SLAB
720.69
18" RCP
18" RCP
INV. IN= 718.00
AT )
2" CLEAR
3' -0"
GRATE ELEV.
722.48
I
i
#6 @ 6" oo
EACH W
#6 DIAGONALS
2" SPACING, 4
WAYS
SLAB BEARING
EL.= 710.86 #6 @ 6
8„ 7' -0" EACH WAY 8„
81-4 "
AY (TYP) °' o
r- I
°
42" RCP '
INV ELEV
= 712.77 #6 @ 1
2"
EACH WAY (TYP)
6) SECTION -CATCH BASIN A13
D 6 % SCALE: 3/8" = 1'
in
6
D6
8
D6
5 PLAN VIEW - CATCH BASIN Al 3
D6) SCALE: 3/8" = 1'
OILTOP OF `.
EL. -721.1
#6
EACH WAY
#6 @
EACH WAY (T'
ROUGHE
JOIN
SLAB BE
EL. 710
SECTION - CATCH BASIN Al 2A
SCALE: 3/8" = 1'
I
ib
15" RCP
INV. IN = 718.23
> DIAGONALS
SPACING, 4
S 0 I
0
)UGHEN
)INT
in
#6 @ 12"
EACH WAY
#6 @ 6"
EACH WAY
TOP OF S'
EL. = 721.11
#6 @ 6'
EACH WAY (TYP
#6 @ 12"
EACH WAY (TYP)-
54" RCP
INV. OUT = 712.23
--4-54" RC
SLAB BEAR
EL.= 710.52
FRAME, GRATE, AND HOOD
NCDOT STD. 840.03
GRATE ELEV
EL.= 722.32
3 SECTION -CATCH BASIN Al 2A
D 6 SCALE: 3/8" = 1'
FRAME, GRATE, AND HOOD
NCDOT STD. 840.03
#6 @ 6"
EACH WAY
OILTOP OF SLAB I
721.11
Ll
3' -0" 2" CLEAR (TYP)
18"
15" RCP RCP
INV. ELEV -�
= 718.23
(3) #6 DIAGONALS
AT 2" SPACING, 4
PLACES
ROUGHEN
JOINT
SLAB BEARING
EL.= 710.52
8"
#6 @ 6"
g'_0" EACH WAY
8"
10' - 4" _
@ 12"
:H WAY
21SECTION -CATCH BASIN Al 2A
D 6 % SCALE: 3/8" = 1'
61-4 11
#6 @ 6"
EACH WAY (TYP)
#6 @ 12"
EACH WAY (TYP)
I
ib o
ROUGHEN
JOINT
in
1 PLAN VIEW - CATCH BASIN Al 2A
SCALE: 3/8" = 1'
I
0
[MEN
v�
0
I
i
a�
W
:LEAR
o
m
#6 @ 6"
� O
U-)
ACH WAY
#6 @ 6"
PRELIMINARY -
� rq
EACH WAY (TYP)
�(D or) co
#6 @ 12"
FOR
CONSTRUCTION
cj
EACH WAY (TYP)
o
I -
pa
I
rn
= 712.57
O
�CJLC)
oo
rn
I
oo
oo
i�
O-
y
J 0 - N
1 in o Q
4
m
C
O X N
Y EL.= 710.86 \\_#6 @ 6"
7 0 EACH WAY
' -"
8" 8°
8' -4"
8 S ECTI O N - CATC H BAS I N A 13
D 6 SCALE: 3/8" = 1'
#6 @ 6"
EACH WAY
TOP OF SLAB �
720.69 I
(2) #6 DIAGONALS
AT 2" SPACING, 4
El
N INV. ELEV
=718.00
0
OgL54" RCP
INV. OUT= 712.57
\ / 2" ICLEAR (TYP)
00
SLAB BEARING
EL. = 710.86
@ 12"
CH WAY
#6 @ 6"
EACH WAY (TYP)
#6 @ 12"
EACH WAY (TYP)
--W-42" RCP
@ 6"
.H WAY
4' -0"
SECTION - CATCH BASIN Al 3
o
I
i
42" RCP
INV. IN= 712.77
in
SCALE: 3/8" = 1'
FRAME, GRATE, AND HOOD
NCDOT STD. 840.03
#6 @ 12"
EACH WAL,tz=
#6 @ 6"
EACH WAY
jgkTOP OF SLAB
720.69
18" RCP
18" RCP
INV. IN= 718.00
AT )
2" CLEAR
3' -0"
GRATE ELEV.
722.48
I
i
#6 @ 6" oo
EACH W
#6 DIAGONALS
2" SPACING, 4
WAYS
SLAB BEARING
EL.= 710.86 #6 @ 6
8„ 7' -0" EACH WAY 8„
81-4 "
AY (TYP) °' o
r- I
°
42" RCP '
INV ELEV
= 712.77 #6 @ 1
2"
EACH WAY (TYP)
6) SECTION -CATCH BASIN A13
D 6 % SCALE: 3/8" = 1'
in
6
D6
8
D6
5 PLAN VIEW - CATCH BASIN Al 3
D6) SCALE: 3/8" = 1'
OILTOP OF `.
EL. -721.1
#6
EACH WAY
#6 @
EACH WAY (T'
ROUGHE
JOIN
SLAB BE
EL. 710
SECTION - CATCH BASIN Al 2A
SCALE: 3/8" = 1'
I
ib
15" RCP
INV. IN = 718.23
> DIAGONALS
SPACING, 4
S 0 I
0
)UGHEN
)INT
in
#6 @ 12"
EACH WAY
#6 @ 6"
EACH WAY
TOP OF S'
EL. = 721.11
#6 @ 6'
EACH WAY (TYP
#6 @ 12"
EACH WAY (TYP)-
54" RCP
INV. OUT = 712.23
--4-54" RC
SLAB BEAR
EL.= 710.52
FRAME, GRATE, AND HOOD
NCDOT STD. 840.03
GRATE ELEV
EL.= 722.32
3 SECTION -CATCH BASIN Al 2A
D 6 SCALE: 3/8" = 1'
FRAME, GRATE, AND HOOD
NCDOT STD. 840.03
#6 @ 6"
EACH WAY
OILTOP OF SLAB I
721.11
Ll
3' -0" 2" CLEAR (TYP)
18"
15" RCP RCP
INV. ELEV -�
= 718.23
(3) #6 DIAGONALS
AT 2" SPACING, 4
PLACES
ROUGHEN
JOINT
SLAB BEARING
EL.= 710.52
8"
#6 @ 6"
g'_0" EACH WAY
8"
10' - 4" _
@ 12"
:H WAY
21SECTION -CATCH BASIN Al 2A
D 6 % SCALE: 3/8" = 1'
61-4 11
#6 @ 6"
EACH WAY (TYP)
#6 @ 12"
EACH WAY (TYP)
I
ib o
ROUGHEN
JOINT
in
1 PLAN VIEW - CATCH BASIN Al 2A
SCALE: 3/8" = 1'
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LEGEND
FULL DEPTH
REPLACEMENT - 8310 SY
MILL AND RESURFACE -
7049 SY
5' MIN.
121" MILLING AND
RESURFACING (MIN.)
8" ASPHALT PATCH
(MIN.) OR AS SHOWN
N PAVEMENT
SCHEDULE
EXISTING PAVEMENT
100% DENSITY
VARIES
9',7 DENSITY
VARIES
PAVEMENT SCHEDULE
(SEE BELOW) Q
fn U
MIN, 3" ASPHALT BASE COURSE REQUIRED 1'MIN
ON THOROUGHFARES AND BUS ROUTES
OR AS DIRECTED BY THE ENGINEER
5' MIN. 2' -6' C &G
10
EXISTING PAVEMENT 1,,.. _ 2 _p' _ VARIES NSITi _ 2' -0" _ 11. '_
_R" 11'-
TRENCH TO BE BACKFILLED WITH
APPROVED SUITABLE MATERIAL
AS DIRECTED BY THE ENGINEER
PIPE (DIAMETER VARIES)
PAVEMENT SCHEDULE
3" ASPHALT CONCRETE SURFACE COURSE,
APPLIED AT A RATE OF 112 LBS. PER SQUARE
TYPE S -9.56, 1.5 " -2.0" DEPTH PER LIFT
YARD -INCH (PER NCDOT SUPERPAVE REQUIREMENTS)
4" ASPHALT CONCRETE INTERMEDIATE COURSE,
APPLIED AT A RATE OF 114 LBS. PER SQUARE
TYPE 1- 19.08, 2.5 " -4.0" DEPTH PER LIFT
YARD -INCH (PER NCDOT SUPERPAVE REQUIREMENTS)
ASPHALT TACK COAT
APPLIED AT AT RATE OF 0.02 -0.05 GALLONS PER
APPLIED AT
SQUARE YARD ( NCDOT SECTION 605)
PAVEMENT REPAIR WITH MILLING
D 7 SCALE.• N.T.S.
9-7 DENSITY
VARIES
E�
r:
z
O
F-
a
U
C�
a
0
O
lz_
� o
�O
z::;.
v�
3" ASPHALT CONCRETE SURFACE COURSE,
APPLIED AT
J
112 LBS. PER SQUARE
17' MILLING AND
Q
°
RESURFACING (MIN)
V
APPLIED AT
A RATE OF
In �
m
5' MIN
(PER NCDOT
L,
ASPHALT TACK COAT
U
Q
0.02 -0.05 GALLONS PER
SQUARE YARD ( NCDOT SECTION 605)
3" ASPHALT CONCRETE BASE COURSE, TYPE B25.OB
CT
�Oor) co
114 LBS. PER SQUARE
�I
� N I L0
(PER NCDOT
Z
� NN000
Q'
pa
Q) Ln rn I
EXISTING PAVEMENT
Z
FOR
a
n r-
V
y
J 0— r- N
I m 0
4
Q) m
17 C) O X N
U
O
O)a- UII I
r:
z
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F-
a
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C�
a
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lz_
� o
�O
z::;.
PIPE (DIAMETER VARIES)
PAVEMENT SCHEDULE
Ld
3" ASPHALT CONCRETE SURFACE COURSE,
APPLIED AT
J
112 LBS. PER SQUARE
17' MILLING AND
Q
(PER NCDOT
RESURFACING (MIN)
V
APPLIED AT
A RATE OF
In �
TYPE 1- 19.OB, 2.5 " -4.0" DEPTH PER LIFT
5' MIN
(PER NCDOT
SUPERPAVE REQUIREMENTS)
ASPHALT TACK COAT
U
Q
0.02 -0.05 GALLONS PER
SQUARE YARD ( NCDOT SECTION 605)
3" ASPHALT CONCRETE BASE COURSE, TYPE B25.OB
1'
U
114 LBS. PER SQUARE
�I
YARD -INCH
(PER NCDOT
Z
j
Q'
DO NOT USE
0
EXISTING PAVEMENT
Z
FOR
a
W
V
I
rj
O
O
C)
O
r7 O
z
O
CD
O
TRENCH TO BE BACKFILLED WITH
APPROVED SUITABLE MATERIAL
AS DIRECTED BY THE ENGINEER
PIPE (DIAMETER VARIES)
PAVEMENT SCHEDULE
3" ASPHALT CONCRETE SURFACE COURSE,
APPLIED AT
A RATE OF
112 LBS. PER SQUARE
TYPE S -9.5B, 1.5 " -2.0" DEPTH PER LIFT
YARD -INCH
(PER NCDOT
SUPERPAVE REQUIREMENTS)
4" ASPHALT CONCRETE INTERMEDIATE COURSE,
APPLIED AT
A RATE OF
114 LBS. PER SQUARE
TYPE 1- 19.OB, 2.5 " -4.0" DEPTH PER LIFT
YARD -INCH
(PER NCDOT
SUPERPAVE REQUIREMENTS)
ASPHALT TACK COAT
APPLIED AT
AT RATE OF
0.02 -0.05 GALLONS PER
SQUARE YARD ( NCDOT SECTION 605)
3" ASPHALT CONCRETE BASE COURSE, TYPE B25.OB
APPLIED AT
A RATE OF
114 LBS. PER SQUARE
�I
YARD -INCH
(PER NCDOT
SUPERPAVE REQUIREMENTS)
PAVEMENT REPAIR WITH MILLING AT CURB AND GUTTER
SALE N.T.S. WITH STORM DRAINAGE
F-'
Q
0.
W
Ci.
Q
Q
U
I 3.1
V)
d �
U � p
z N
U
d b
o D
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0. d
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O
O
�I
PRELIMINARY -
DO NOT USE
FOR
CONSTRUCTION
W
04

E
a
N
N
c
a
m
END OF WING
ELEV= 713.54
N
/l->\ un onoc
#4 ® 12"
VERTICAL BARS,
EACH FACE
(TYP)
#4 @ 12"
HORIZONTAL
BARS, EACH 0
FACE (TYP)
2" CLEAR
3" DIA.
WEEP HOLE
g 54" RCP ENDWALL All
D8 (SECTION) SCALE: 3/8" = 1'
IP OF WALL
_EV.= 716.54
54" RCP INV. OUT OIL
=LEV.= 711.00
GENERAL NOTES:
1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH NCDOT
SPECIFICATIONS SECTION 838 OR 840 AS APPLICABLE.
2. ALL CONCRETE TO BE 4500 P.S.I. COMPRESSIVE STRENGTH,
CLASS "AA" UNLESS OTHERWISE NOTED.
3. ALL CONCRETE REINFORCING STEEL SHALL BE GRADE 60.
4. ALL DRAINAGE STRUCTURES OVER 3' -6" IN DEPTH SHALL BE
PROVIDED WITH STEPS 1' -0" ON CENTERS. STEPS SHALL BE IN
ACCORDANCE WITH NCDOT STD. 840.66.
5. ALL EXPOSED CORNERS SHALL BE CHAMFERED 1 ".
6. ALL EXPOSED JOINTS WILL BE CONCAVE TOOLED.
7 ALL PIPE IN STORM DRAIN STRUCTURE SHALL BE STRUCK EVEN
WITH THE INSIDE WALL, GROUTED AND BRUSHED SMOOTH.
8. ALL DIMENSIONS RELATIVE TO PLACEMENT OF REINFORCING
STEEL ARE TO CENTERS OF BARS.
9. FORMS ARE TO BE USED FOR CONSTRUCTION OF THE BOTTOM
SLAB.
#5 DIAGONAL
BARS ® 2" SPACING,
FOUR PLACES
2" CLEAR
TOP OF WALL OIL
ELEV.= 716.54
a
0
I
3" DIA.
WEEP HOLE
8 54" RCP ENDWALL Al 1
D8 (ELEVATION) SCALE: 3/8" = it
TOP OF WALL OL
ELEV= 715.10
2" CLEAR
#6 @ 12"
EACH WAY, BOTH
FACES, (TYP)
TOP OF SLAB
_ ELEV= 710.54
N
I 3' -6.. - 18" I 1 4
7 54" RCP ENDWALL A11
D 8 (PLAN) SCALE: 3/8" = 1'
FRAME AND GRATE
NCDOT STD. 840.16
#6 ® 12"
EACH WAY
#6 ® 6"
EACH WAY
*L.=718.39 OP OF SLAB
#6 © 12" EACH
WAY (TYP)
#6 @ 6" EACH
WAY (TYP) -L
SLAB BEARING
E L. = 712.06
RATE ELEV
EL.= 720.61
SECTION - DROP INLET A15
D8) SCALE: 3/8" = 1'
FRAME AND GRATE
NCDOT STD. 840.16
TOP OF SLAB
EL. = 718.39
(3) #6 DIAGONALS
AT 2" SPACING, 4-\
WAYS
#6 © 12" EACH
WAY (TYP)J
#6 ® 6" EACH
WAY (TYP)-
GRATE ELEV
EL.= 720.61
#6 ® 6"
tACH WAY
36" RCP
ELEV= 713.88
2" CLEA
(TYP)
KUUUMLIN
JOINT
SLAB BEARING \\W
EL.= 712.06 #6 ® 6" EA H
WAY (TYP)
8'-4"
SECTION - DROP INLET A15
D8) SCALE: 3/8" = 1'
#6 ® 12"
EACH WAY
ONALS @ 2"
PLACES
A:
I
00
PLAN VIEW - DROP INLET A15
SCALE: 3/8" = 1'
in
I
#6 ® 6"
EACH WAY
TOP OF SLAB
EL.= 718.76
#6 ® 12" EACH
WAY (TYP) -
#6 @ 6" EACH
WAY (TYP)
SLAB BEARING
EL.= 711.26
FRAME AND GRATE_
NCDOT STD. 840.16
_ #6 ® 12"
EACH WAY
I I
I I
i I
2'- O'�
42" RCP
INV ELEV= 712.88
o
#6 @ 6" EACH
WAY (TYP)
8" 8'-0" 8,>
9'- 4"
GRATE ELEV
EL.= 720.70
3 SECTION - DROP INLET A14
D8) SCALE: 3/8" = 1'
GRATE ELEV
EL.= 720.70
TOP OF SLAB
EL. = 718.76
ROUGHEN
JOINT
SLAB BEARING
EL.= 711.26
FRAME AND GRATE
NCDOT STD. 840.16
0
(3) #6 DIAGONALS ® 2"
SPACING, 4 DLACES
I �
� I
i�
ROUGHEN
JOINT
#6 ® 12"
EACH WAY
#6 © 12" EACH
-WAY (TYP)
#6 ® 6" EACH
WAY (TYP)
I �
in I
i�
(3) #6 DIAGONALS
SPACING, 4 PLACE
2 SECTION - DROP INLET A14
D8) SCALE: 3/8" = 1'
PLAN VIEW - DROP INLET A14
SCALE: 3/8" = 1'
I
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v�
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ff
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cv I ';� U-)
FOR
CONSTRUCTION
N N
°4
o \p
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a) (D Ln or) I
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4
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17 p O X p
c+�
SECTION - DROP INLET A15
D8) SCALE: 3/8" = 1'
FRAME AND GRATE
NCDOT STD. 840.16
TOP OF SLAB
EL. = 718.39
(3) #6 DIAGONALS
AT 2" SPACING, 4-\
WAYS
#6 © 12" EACH
WAY (TYP)J
#6 ® 6" EACH
WAY (TYP)-
GRATE ELEV
EL.= 720.61
#6 ® 6"
tACH WAY
36" RCP
ELEV= 713.88
2" CLEA
(TYP)
KUUUMLIN
JOINT
SLAB BEARING \\W
EL.= 712.06 #6 ® 6" EA H
WAY (TYP)
8'-4"
SECTION - DROP INLET A15
D8) SCALE: 3/8" = 1'
#6 ® 12"
EACH WAY
ONALS @ 2"
PLACES
A:
I
00
PLAN VIEW - DROP INLET A15
SCALE: 3/8" = 1'
in
I
#6 ® 6"
EACH WAY
TOP OF SLAB
EL.= 718.76
#6 ® 12" EACH
WAY (TYP) -
#6 @ 6" EACH
WAY (TYP)
SLAB BEARING
EL.= 711.26
FRAME AND GRATE_
NCDOT STD. 840.16
_ #6 ® 12"
EACH WAY
I I
I I
i I
2'- O'�
42" RCP
INV ELEV= 712.88
o
#6 @ 6" EACH
WAY (TYP)
8" 8'-0" 8,>
9'- 4"
GRATE ELEV
EL.= 720.70
3 SECTION - DROP INLET A14
D8) SCALE: 3/8" = 1'
GRATE ELEV
EL.= 720.70
TOP OF SLAB
EL. = 718.76
ROUGHEN
JOINT
SLAB BEARING
EL.= 711.26
FRAME AND GRATE
NCDOT STD. 840.16
0
(3) #6 DIAGONALS ® 2"
SPACING, 4 DLACES
I �
� I
i�
ROUGHEN
JOINT
#6 ® 12"
EACH WAY
#6 © 12" EACH
-WAY (TYP)
#6 ® 6" EACH
WAY (TYP)
I �
in I
i�
(3) #6 DIAGONALS
SPACING, 4 PLACE
2 SECTION - DROP INLET A14
D8) SCALE: 3/8" = 1'
PLAN VIEW - DROP INLET A14
SCALE: 3/8" = 1'
I
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FOR
CONSTRUCTION
N N
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W °�0
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E
m
N
Fj
a
v
OILRIM
EL.- 726.00
J,TOP OF SLAB
EL.= 725.31
15"
15" RCP
RCP
INV.
= 722.68
#6 ® 6" -
EACH WAY (TYP)
#6 ® 12"
EACH WAY (TYP)
ROUGHEN
JOINT
SLAB BEARING
EL. = 718.23
FRAME AND COVER
NCDOT STD. 840.54
#6 ® 6"
/r EACH WAY
2' -
PROP
AL3'X2'RCB
-INV = 722.04-
#6 ® 6" �r
EACH WAY
8' -0"
9' -8"
#6 @ 12"
EACH WAY
15" RCP
� 0.
15" RCPgk I I
INV. = 721.68
ROUGHEN
JOINT `2
111 SECTION - JUNCTION BOX B19
D9) SCALE: 3/8" = 1'
IM
EL .= 726.00
,gkTOP OF SLAB
EL.= 725.31 2' -0"
PROP. 42" RC
1.04 ro I Im.
(2) #6
DIAGONALS
#6 © 12"
EACH WAY
DUAL 3' X
RCBC
DUAL 3'X2' RCBC 0
INV. IN = 722.04 I I
in
#6 © 6"
EACH WAY (TYP)
42" RC AT 2" SPACING #6 ©12"
INV. 0 = 719.85 EACH WAY (TYP)
d
d
^ d
rLSLAB BEARING
N�tl­. = 718.23 #6 ®6"
EACH WAY
10„ 6'- 6" 10 >,
8' -0"
10 SECTION - JUNCTION BOX B19
D9 SCALE: 3/8" = 1'
9 )PLAN VIEW - JUNCTION BOX B19
D9) SCALE: 3/8" = 1'
D_
I
b
NCDOT STD. NCDOT STD.
840.03 840.03 ADJUST TO MEET
ADJUST TO MEET
FINISH GRADE 1' -0" FINISH GRADE
1' -0" T i I #6 ® 12„
i I i 1 i #6 p 6" EACH WAY
#6 12" i i i i #6 ®12 EACH WAY
TRANSVERSE
I i I i #6 ©12"
10 SLAB
#6 ® 6"
EACH WAY (TYP)
#6 @ 12"
-A
EACH WAY (TYP)
TRANSVERSE
8" �.
H
HEIGHT VARIES EIGHT VARIES
ROUGHEN
JOINT
V -3"
V -3"
v�
�n
0
NJ
I
a�
n2" CLEAR
3,_O"
48" RCP
2" CLEAR (TYP)
9' -0"
1�
1\
2" CLEAR (TYP)
2" CLEAR
o
m
#6 ®12
TRANSVERSE
8" �.
H
HEIGHT VARIES EIGHT VARIES
ROUGHEN
JOINT
V -3"
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r�
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SECTION - OFFSET BRICK SECTION - OFFSET BRICK
CATCH BASIN B1, 132, 134, 135, CATCH BASIN B1, 1321 B42 1351
8 BSA, B7, 138, B9. B 10 6 BSA, B7, 138, B9. B10
D9 SCALE: 3/8" = 1' 29 SCALE: 3/8" = 1'
NCDOT STD.
EACH WAY
-4"
SECTION - OFFSET BRICK
CATCH BASIN B 1, 132, 134, 135,
BSA, B7, B8, B9. B 10
SCALE: 3/8" = 1'
GENERAL NOTES:
1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH NCDOT
SPECIFICATIONS SECTION 840.
2. ALL CONCRETE TO BE 4500 P.S.I. COMPRESSIVE STRENGTH,
CLASS "AA" UNLESS OTHERWISE NOTED.
3. ALL CONCRETE REINFORCING STEEL SHALL BE GRADE 60.
4. ALL DRAINAGE STRUCTURES OVER 3' -6" IN DEPTH SHALL BE
PROVIDED WITH STEPS 1' -0" ON CENTERS. STEPS SHALL BE IN
ACCORDANCE WITH NCDOT STD. 840.66.
5. ALL EXPOSED CORNERS SHALL BE CHAMFERED 1 ".
6. ALL EXPOSED JOINTS WILL BE CONCAVE TOOLED.
7 ALL PIPE IN STORM DRAIN STRUCTURE SHALL BE STRUCK EVEN
WITH THE INSIDE WALL, GROUTED AND BRUSHED SMOOTH.
8. ALL DIMENSIONS RELATIVE TO PLACEMENT OF REINFORCING
STEEL ARE TO CENTERS OF BARS.
9. FORMS ARE TO BE USED FOR CONSTRUCTION OF THE BOTTOM
SLAB.
10" SLAB
>- #6 @ 6"
EACH WAY TYP)
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r EACH WAY (TYP)
V
D9
PLAN VIEW - OFFSET BRICK
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D9 l SCALE: 3/8" = 1'
TOP OF SLA
717.52
(5) #6 DIAGONALS
® 2" SPACING,/
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54" RCP
INV. OUT= 711.31
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EL.= 709.60
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EACH WAY
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CATCH BASIN B1, 132, 134, 135, CATCH BASIN B1, 1321 B42 1351
8 BSA, B7, 138, B9. B 10 6 BSA, B7, 138, B9. B10
D9 SCALE: 3/8" = 1' 29 SCALE: 3/8" = 1'
NCDOT STD.
EACH WAY
-4"
SECTION - OFFSET BRICK
CATCH BASIN B 1, 132, 134, 135,
BSA, B7, B8, B9. B 10
SCALE: 3/8" = 1'
GENERAL NOTES:
1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH NCDOT
SPECIFICATIONS SECTION 840.
2. ALL CONCRETE TO BE 4500 P.S.I. COMPRESSIVE STRENGTH,
CLASS "AA" UNLESS OTHERWISE NOTED.
3. ALL CONCRETE REINFORCING STEEL SHALL BE GRADE 60.
4. ALL DRAINAGE STRUCTURES OVER 3' -6" IN DEPTH SHALL BE
PROVIDED WITH STEPS 1' -0" ON CENTERS. STEPS SHALL BE IN
ACCORDANCE WITH NCDOT STD. 840.66.
5. ALL EXPOSED CORNERS SHALL BE CHAMFERED 1 ".
6. ALL EXPOSED JOINTS WILL BE CONCAVE TOOLED.
7 ALL PIPE IN STORM DRAIN STRUCTURE SHALL BE STRUCK EVEN
WITH THE INSIDE WALL, GROUTED AND BRUSHED SMOOTH.
8. ALL DIMENSIONS RELATIVE TO PLACEMENT OF REINFORCING
STEEL ARE TO CENTERS OF BARS.
9. FORMS ARE TO BE USED FOR CONSTRUCTION OF THE BOTTOM
SLAB.
10" SLAB
>- #6 @ 6"
EACH WAY TYP)
#6 © 12"
r EACH WAY (TYP)
V
D9
PLAN VIEW - OFFSET BRICK
CATCH BASIN B1, B22 134, 135,
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D9 l SCALE: 3/8" = 1'
TOP OF SLA
717.52
(5) #6 DIAGONALS
® 2" SPACING,/
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EL.= 709.60
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EACH WAY
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D 1 1 SCALE: N.T.S. I I NOTE:
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PIPE, AS APPROVED BY ENGINEER. v
STIRRUPS ( TYPICAL) 2. BEARING AREAS (AXB) DETERMINED BY ACTUAL SOIL
SPACING- 6" MIN., 12" MAX. CONDITIONS. SHOULD BE BASED ON 200 PSI TEST : O y
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TOTAL POUNDS, cu �
NORM DRAIN NOM. PIPE v
�j DIAMETER 45° BEND
— — — A B �1 41NCH 2770
6 INCH 5724
�•�. 8 INCH 9846
• ,• •'• ' ; 10 INCH 14812
A
S '. l • , 12 INCH 20948
THE FOLLOWING OFTEN -USED SOIL VALUES FOR THE DEPTHS OF 4 FEET ARE LISTED ONLY AS
A J A GUIDE *. THE ENGINEER SHOULD SELECT THESE BEARING VALUES FOR EACH SOIL TYPE AND
DEPTH OF COVER ENCOUNTERED ON THE SPECIFIC PIPELINE PROJECT. APPROPRIATE SAFETY
9' JOINT D.I.P. (MIN.) OR D.I.P. FACTORS SHOULD BE APPLIED TO COVER FUTURE CHANGES IN PIPE DEPTH, SOIL BEARING
cp TO UNDISTURBED GROUND BEARING AREAS
tiF A CAPACITIES, ETC.
s
THRUST BLOCK DETAIL
SOIL BEARING LOAD (lbs /sq.ft.)
MUCK 0 * NO RESPONSIBILITY CAN BE ASSUMED
=Edo NTS SOFT CLAY 1,000 FOR THE ACCURACY OF THE DATA IN
5- SILT 1,500 THIS TABLE DUE TO THE WIDE VARIATION
E #4 BAR typ SANDY SILT 3,000 OF BEARING LOAD CAPABILITIES FOR EACH w SANDY CLAY 6,000 U
STRAIGHT WALL OF M.H. TO SAND 4,000 SOIL TYPE.
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SHELF. EXISTING GRADE. HARD CLAY 9,000
SAN. SEWER CLEAN –OUT NOTE. U) °w
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En REQUIRE CMU APPROVAL CHARLOTTE— MECKLENBURIG �' Q w N °
1
EXISTING SERVICE UTILITY DEPARTMENT °z
E'INOINE'7E'IRINO DIVIOION o Of
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T. LATERAL LOCATION Sheet Of
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Q N BDM 29
COMBINATION WYE. (VARIES % MATERIAL 1' -0" y
j EACH SIDE OF No. Date By Revision Surveyed By Designed By Drawn By Project -Engr Approved By Date
RISER FULL WIDTH
STONE (IF REQUIRED) X OF TRENCH.
4 "D.I.P.
NOTES: TRENCH
WALL
- 12" z W
1. CARE MUST BE TAKEN TO FORM A SMOOTH FINISHED TROUGH FROM (7� DETAIL 25 LOWERING OF 6 " TO WATER MAIN
ENTRANCE PIPES TO EXIT PIPE, AND IN CURVED MANHOLES THE TROUGH MUST 45' BEND CONNECT TO O ~
BE A SMOOTH CIRCULAR ARC TANGENT TO THE INSIDE WALLS OF THE PIPES EXIST. SERVICE WYE. D 1 1 SCALE.- N.T.S. w
AT THEIR ENDS. III���III
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2. THE SLOPE OF THE OUTSIDE DROP TROUGH SHALL BE 1/4" PER FOOT. PROP. STORM DRAINAGE
PIPE (TYPICAL).
3. ALL PIPE OPENINGS TO BE NO GREATER THAN 3" LARGER THAN O.D. OF
PIPE ANS ADDITIONALLY REINFORCED WITH A MINIMUM OF 0.20 SQ. IN. OF
OPENINGS. ADDITIONAL REINFORCING NOT REQUIRED FOR CORED OPENINGS.
4. OUTSIDE DROP SHALL NOT ENTER MANHOLE IN CONE SECTION.
5. MATCH DROP INFLUENT CROWN TO CROWN WITH EFFLUENT PIPE.
PRELIMINARY -
DO NOT USE
3 STANDARD OUTSIDE DROP INSTALLATION (ALTERNATE) 2 SEWER LATERAL DETAIL FOR VERTI CAL RELOCATION FOR
D 1 1 SCALE: N.T.S. CMU SEWER DETAIL 6 D 1 1 SCALE: N.T.S. (TO BE USED FOR CRITICAL VERTICAL /HORIZONTAL CONFLICTS ONLY)
CONSTRUCTION �' o
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10' 0 10' 20'
HORIZONTAL SCALE. 1 " = 10'
Scientific Name Common Name Application Rate
Fall, Winter, Spring (August 15 - May 1)
Secale cereale Rye Grain 120 lb/ acre
Summer Seeding (May I - August 15) v v
Panicum ramosum Browntop Millet 45 lb / acre
Riparian Seeding- 20 lb /acre
Scientific Name Common Name %
Schizachyrium scoparium Little Bluestem 20 \
Elymus virginica Virginia Wild Rye 30
Panicum virgatum Switchgrass 20
Agrostis alba Redtop 5
Panicum clandestinum Deer Tongue 20 X345 I 2E
Rudbeckia hirta Black Eyed Susan 5 - _ 3as E -3(7S I �
Nurse Crop, to be mixed with Riparian seed mix 'f — _ _ _ 4 E
Scientific name Common Name Application Rate 3os
Summer Seeding (May 1 - August 15) — — — _ I x — _ _ _ \
Panicum ramosum Browntop Millet 13 lb/ acre — _ W
Fall, Winter, Spring Seeding (August 15 - May 1)
Secale cereale Rye Gram 44 lb/ acre
NOTE: Temporary and Riparian seeding to be applied in Riparian Woody
Vegetation and Overhead Woody Vegetation zones.
Streambank Planting Zone -
2' O.C. OFFSET GRID PATTERN —
Scientific Name Common Name Form % o \`
Cornus amomum Silky Dogwood Live Stake 40 0 0
Sambucus canadensis Elderberry Live Stake 20 k o
Salix sericea Silky Willow Live Stake 40 - S E o �_ --�- --
a -- - ---
SDE --
Riparian Woody Vegetation \I SSI 3Ss— SDE\
Scientific Name Common Name Form Spacing \ \ 3SS SDE x ,s
Quercus michauxii Swamp Chestnut Oak Bare Root 10 o.c. _ _ - - --
Platanus occidentalis Sycamore Bare Root 10' o.c. v ASS � N /�yH
Alnus serrulata Tag Alder Bare Root 10' o.c. 8
Liriodendron tulipifera Tulip Poplar Bare Root 10' o.c. vS 3S
S
Diospyros virginiana Persimmon Bare Root 10' o.c. \ \ \ SI 3
Fraxinus pennsylvanica Green Ash Bare Root 10' o.c.
Quercus phellos Willow Oak Bare Root 10' o.c.
Cercis canadensis Redbud Container 10' o.c. -3 v SDE
Acer rubrum Red Maple Container 10' o.c. SS�
SDE
Betula nigra River Birch Container 10' o.c. -3 \ \
Symphoricarpos orbiculatus Spicebush Container 10' o.c. 3sS \ \ S S
\ 3 Sp �
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Scientific Name Common Name Form Spacing a \ \
Aroma arbutifolia Red Chokeberry Container 10' o.c. \ \ -----78507122 3Ss \ C:
Cercis canadensis Redbud Container 10' o.c. S / 5PHEN G. S�l `� /� ND WI FE Dl 3SS \ \ c
Symphoricarpos orbiculatus Spicebush Container 10' o.c. v v Id � ' \ ASS 3
Viburnum dentatum Southern arrow -wood Container 10' o.c. \ \ S. SPI EGL E/ a \
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Scientific Name
Common Name
Application Rate
Fall, Winter, Spring (August 15 - May 1)
.o
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DO
Secale cereale
Rye Grain
120 lb/ acre
Summer Seeding (May 1 - August 15)
Panicum ramosum
Browntop Millet
45 lb / acre
Riparian Seeding- 20 lb /acre
W
Scientific Name
Common Name
%
f�
Schizachyrium scoparium
Little Bluestem
20
LLJ
Elymus virginica
Virginia Wild Rye
30
Panicum virgatum
Switchgrass
20
a
Agrostis alba
Redtop
5
Panicum clandestinum
Deer Tongue
20
x
Rudbeckia hirta
Black Eyed Susan
5
Nurse Crop, to be mixed with Riparian seed mix
Scientific name
Common Name
Application
Rate
Summer Seeding (May 1 - August 1 S)
a
Panicum ramosum
Browntop Millet
13 lb/ acre
Fall, Winter, Spring Seeding (August 15
- May 1)
Secale cereale
Rye Grain
44 lb/ acre
NOTE: Temporary and Riparian seeding to be applied
in Riparian
Woody
Vegetation and Overhead Woody
Vegetation zones.
Streambank Planting Zone
Q
2' O.C. OFFSET GRID PATTERN
Scientific Name
Common Name
Form
%
Cornus amomum
Silky Dogwood
Live Stake
40
Sambucus canadensis
Elderberry
Live Stake
20
Salix sericea
Silky Willow
Live Stake
40
Riparian Woody Vegetation
Scientific Name
Common Name
Form
Spacing
Quercus michauxii
Swamp Chestnut Oak
Bare Root
10' o.c.
Platanus occidentalis
Sycamore
Bare Root
10' o.c.
Alnus serrulata
Tag Alder
Bare Root
10' o.c.
Liriodendron tulipifera
Tulip Poplar
Bare Root
10' o.c.
Diospyros virginiana
Persimmon
Bare Root
10' o.c.
Fraxinus pennsylvanica
Green Ash
Bare Root
10' o.c.
Quercus phellos
Willow Oak
Bare Root
10' o.c.
Cercis canadensis
Redbud
Container
10' o.c.
Acer rubrum
Red Maple
Container
10' o.c.
Betula nigra
River Birch
Container
10' o.c.
Symphoricarpos orbiculatus
Spicebush
Container
10' o.c.
Overhead Electric Woody Vegetation
Scientific Name
Common Name
Form
Spacing
Aroma arbutifolia
Red Chokeberry
Container
10' o.c.
Cercis canadensis
Redbud
Container
10' o.c.
Symphoricarpos orbiculatus
Spicebush
Container
10' o.c.
Viburnum dentatum
Southern arrow -wood
Container
10' o.c.
Constructed Riffle
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1. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES AT LEAST ONCE A WEEK OR AFTER
EACH RAINFALL EVENT, AND REPAIR IF NECESSARY, TO ENSURE THAT ALL EROSION CONTROL MEASURES
ARE FUNCTIONING PROPERLY.
2. DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR MATTED WITHIN 14 CALENDAR DAYS FOLLOWING
COMPLETION OF ANY PHASE OF GRADING. PERIMETER AREAS AND SLOPES GREATER THAN 3:1 SHALL BE
SEEDED AND MULCHED OR MATTED WITHIN 7 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF
GRADING. ESTABLISH TEMPORARY VEGETATION AS NEEDED TO CONTROL SEDIMENT RUNOFF ( NCDOT
SECTIONS 1615 & 1620). ESTABLISH PERMANENT VEGETATION IN ACCORDANCE WITH NCDOT SECTION 1660
AND CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS MANUAL - SECTION 04200.
3. ANY EXCAVATED SOIL HAULED OFF SITE MUST GO TO A PERMITTED SITE.
4. FABRIC, SAND, OR SCREENINGS SHALL BE PLACED UNDER ANY STOCKPILE OF SOIL ON PAVED SURFACES.
ONSITE TEMPORARY SOIL STOCKPILES SHALL BE LOCATED WITHIN THE LIMITS OF DISTURBANCE. TEMPORARY
STOCKPILES SHALL HAVE TEMPORARY SILT FENCE INSTALLED AT THE TOE OF SLOPE AND BE SEEDED AND
MULCHED.
5. ANY TURBID WATER PUMPED OFF SITE MUST BE PUMPED THROUGH A FILTER BAG.
6. CHANNEL BYPASS PUMPING MAY BE REQUIRED. IF PUMPING IS REQUIRED, CONSTRUCT AN IMPERVIOUS DIKE
UPSTREAM OF THE WORK AREA AND PUMP AROUND THE CONSTRUCTION ACTIVITIES (SEE DETAIL ON SHEET
EC5).
7. BASIN OUTLET STRUCTURES MUST WITHDRAW WATER FROM THE SURFACE UNLESS THE DRAINAGE AREA IS
LESS THAN 1 ACRE.
8. CONSTRUCTION AND MAINTENANCE OF SILT DETENTION DEVICES ARE TO BE IN ACCORDANCE WITH NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION ( NCDOT) SECTION 1630.
9. CATCH BASIN INLET PROTECTION (CLD STD. 30.15) ARE TO BE CONSTRUCTED AT ALL STORM INLETS UNTIL
SURFACE STABILIZATION IS ESTABLISHED AND THERE IS NO LONGER A THREAT OF SEDIMENT RUNOFF.
10. ALL ROADWAYS ARE TO BE INSPECTED DAILY BY THE CONTRACTOR. ANY DEBRIS OR SOIL DEPOSITED ON
THE ROADWAY SURFACE IS TO BE REMOVED BY THE CONTRACTOR PRIOR TO VACATING THE CONSTRUCTION
SITE FOR THAT DAY. IF DANGEROUS CONDITIONS EXIST, THE ROADWAY SURFACE IS TO BE CLEANED
IMMEDIATELY. CLEANING SHALL INCLUDE BROOM CLEANING OF THE ROADWAY SURFACE.
11. THE CONTRACTOR SHALL COMPLETE THE FINANCIAL RESPONSIBILITY /OWNERSHIP FORM SEDIMENTATION
POLLUTION CONTROL ACT LOCATED WITHIN THE PROJECT MANUAL. THE CITY WILL TRANSFER FINANCIAL
RESPONSIBILITY OF THE EROSION CONTROL PERMIT TO THE CONTRACTOR.
GENERAL EROSION CONTROL LEGEND
TD TEMP. DIVERSION DITCH
HIGH HAZARD SILT FENCE
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ENTRANCE
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CB INLET PROTECTION.
SEE SHEET EC3
(CLD 30.15)
ao
TOTAL DISTURBED AREA
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TD TEMP. DIVERSION DITCH
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-3 NOTES:
N
1. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES AT LEAST ONCE A WEEK OR AFTER
EACH RAINFALL EVENT, AND REPAIR IF NECESSARY, TO ENSURE THAT ALL EROSION CONTROL MEASURES
3 ARE FUNCTIONING PROPERLY.
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Q SEEDED AND MULCHED OR MATTED WITHIN 7 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF
GRADING. ESTABLISH TEMPORARY VEGETATION AS NEEDED TO CONTROL SEDIMENT RUNOFF ( NCDOT
SECTIONS 1615 & 1620). ESTABLISH PERMANENT VEGETATION IN ACCORDANCE WITH NCDOT SECTION 1660
AND CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS MANUAL - SECTION 04200.
3. ANY EXCAVATED SOIL HAULED OFF SITE MUST GO TO A PERMITTED SITE.
1 4. FABRIC, SAND, OR SCREENINGS SHALL BE PLACED UNDER ANY STOCKPILE OF SOIL ON PAVED SURFACES.
TOTAL DISTURBED AREA
12 ACRES
ONSITE TEMPORARY SOIL STOCKPILES SHALL BE LOCATED WITHIN THE LIMITS OF DISTURBANCE. TEMPORARY
STOCKPILES SHALL HAVE TEMPORARY SILT FENCE INSTALLED AT THE TOE OF SLOPE AND BE SEEDED AND
MULCHED.
5. ANY TURBID WATER PUMPED OFF SITE MUST BE PUMPED THROUGH A FILTER BAG.
6. CHANNEL BYPASS PUMPING MAY BE REQUIRED. IF PUMPING IS REQUIRED, CONSTRUCT AN IMPERVIOUS DIKE
UPSTREAM OF THE WORK AREA AND PUMP AROUND THE CONSTRUCTION ACTIVITIES (SEE DETAIL ON SHEET
EC5).
7. BASIN OUTLET STRUCTURES MUST WITHDRAW WATER FROM THE SURFACE UNLESS THE DRAINAGE AREA IS
LESS THAN 1 ACRE.
W
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L / M�'TS OF
DISTURBANCE
8. CONSTRUCTION AND MAINTENANCE OF SILT DETENTION DEVICES ARE TO BE IN ACCORDANCE WITH NORTH \ \ \ \ \ \
CAROLINA DEPARTMENT OF TRANSPORTATION ( NCDOT) SECTION 1630. r \ \
9. CATCH BASIN INLET PROTECTION (CLD STD. 30.15) ARE TO BE CONSTRUCTED AT ALL STORM INLETS
UNTIL SURFACE STABILIZATION IS ESTABLISHED AND THERE IS NO LONGER A THREAT OF SEDIMENT \ �7)
RUNOFF. \ / \
10. ALL ROADWAYS ARE TO BE INSPECTED DAILY BY THE CONTRACTOR. ANY DEBRIS OR SOIL DEPOSITED ON
THE ROADWAY SURFACE IS TO BE REMOVED BY THE CONTRACTOR PRIOR TO VACATING THE CONSTRUCTION
SITE FOR THAT DAY. IF DANGEROUS CONDITIONS EXIST, THE ROADWAY SURFACE IS TO BE CLEANED CALL NC ONECALL
BEFORE YOU DIG
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POLLUTION CONTROL ACT LOCATED WITHIN THE PROJECT MANUAL. THE CITY WILL TRANSFER FINANCIAL DO NOT USE
RESPONSIBILITY OF THE EROSION CONTROL PERMIT TO THE CONTRACTOR.
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POLLUTION CONTROL ACT LOCATED WITHIN THE PROJECT MANUAL. THE CITY WILL TRANSFER FINANCIAL DO NOT USE
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60' 0 60' 120' AVOID UTILITY DAMAGE
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NOTES:
1. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES AT LEAST ONCE A WEEK OR AFTER
EACH RAINFALL EVENT, AND REPAIR IF NECESSARY, TO ENSURE THAT ALL EROSION CONTROL MEASURES
ARE FUNCTIONING PROPERLY.
2. DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR MATTED WITHIN 14 CALENDAR DAYS FOLLOWING
COMPLETION OF ANY PHASE OF GRADING. PERIMETER AREAS AND SLOPES GREATER THAN 3:1 SHALL BE
SEEDED AND MULCHED OR MATTED WITHIN 7 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF
GRADING. ESTABLISH TEMPORARY VEGETATION AS NEEDED TO CONTROL SEDIMENT RUNOFF ( NCDOT
SECTIONS 1615 & 1620). ESTABLISH PERMANENT VEGETATION IN ACCORDANCE WITH NCDOT SECTION 1660
AND CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS MANUAL - SECTION 04200.
3. ANY EXCAVATED SOIL HAULED OFF SITE MUST GO TO A PERMITTED SITE.
4. FABRIC, SAND, OR SCREENINGS SHALL BE PLACED UNDER ANY STOCKPILE OF SOIL ON PAVED SURFACES.
ONSITE TEMPORARY SOIL STOCKPILES SHALL BE LOCATED WITHIN THE LIMITS OF DISTURBANCE. TEMPORARY
STOCKPILES SHALL HAVE TEMPORARY SILT FENCE INSTALLED AT THE TOE OF SLOPE AND BE SEEDED AND
MULCHED.
5. ANY TURBID WATER PUMPED OFF SITE MUST BE PUMPED THROUGH A FILTER BAG.
6. CHANNEL BYPASS PUMPING MAY BE REQUIRED. IF PUMPING IS REQUIRED, CONSTRUCT AN IMPERVIOUS DIKE
UPSTREAM OF THE WORK AREA AND PUMP AROUND THE CONSTRUCTION ACTIVITIES (SEE DETAIL ON SHEET
EC5).
7. BASIN OUTLET STRUCTURES MUST WITHDRAW WATER FROM THE SURFACE UNLESS THE DRAINAGE AREA IS
LESS THAN 1 ACRE.
8. CONSTRUCTION AND MAINTENANCE OF SILT DETENTION DEVICES ARE TO BE IN ACCORDANCE WITH NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION ( NCDOT) SECTION 1630.
9. CATCH BASIN INLET PROTECTION (CLD STD. 30.15) ARE TO BE CONSTRUCTED AT ALL STORM INLETS UNTIL
SURFACE STABILIZATION IS ESTABLISHED AND THERE IS NO LONGER A THREAT OF SEDIMENT RUNOFF.
10. ALL ROADWAYS ARE TO BE INSPECTED DAILY BY THE CONTRACTOR. ANY DEBRIS OR SOIL DEPOSITED ON
THE ROADWAY SURFACE IS TO BE REMOVED BY THE CONTRACTOR PRIOR TO VACATING THE CONSTRUCTION
SITE FOR THAT DAY. IF DANGEROUS CONDITIONS EXIST, THE ROADWAY SURFACE IS TO BE CLEANED
IMMEDIATELY. CLEANING SHALL INCLUDE BROOM CLEANING OF THE ROADWAY SURFACE.
11. THE CONTRACTOR SHALL COMPLETE THE FINANCIAL RESPONSIBILITY /OWNERSHIP FORM SEDIMENTATION
POLLUTION CONTROL ACT LOCATED WITHIN THE PROJECT MANUAL. THE CITY WILL TRANSFER FINANCIAL
RESPONSIBILITY OF THE EROSION CONTROL PERMIT TO THE CONTRACTOR.
SEE SHEET EC3
(CLD 30.15)
PROP. CULVERT
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1- 800 - 632 -4949
,AVOID UTILITY DAMAGE,
HORIZONTAL LOCATIONS ARE IN REFERENCE TO THE NORTH
CAROLINA STATE PLANE COORDINATE SYSTEM AS DEFINED
BY THE NORTH AMERICAN DATUM OF 1983 (NAD83).
ELEVATIONS ARE IN REFERENCE TO SEA LEVEL DATUM AS
DEFINED BY THE NORTH AMERICAN VERTICAL DATUM OF
1988 (NAVD 88).
GENERAL EROSION CONTROL LEGEND
TD
of
TEMP. DIVERSION DITCH
HIGH HAZARD SILT FENCE
SILT FENCE
SPECIAL SEDIMENT CONTROL
FENCE
ROCK CHECK DAM
GRAVEL & RIP RAP
FILTER BERM
TEMP. SLOPE DRAIN
INLET SEDIMENT TRAP
TEMP. CONSTRUCTION
ENTRANCE
LIMITS OF DISTURBED AREA
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GRATE �v NOTES III_ _ A MAXIMUM SPACING � # 5 WASHED STONE
B C
GENERAL NOTES: - 111_111= 111 = 111_111= �
GRATE
R OVAR FOR BA 1. INLET MAINTENANCE SHALL BE DOCUMENTED IN PROJECT LOG BOOK. 1. RIPRAP SIZE TO BE DESIGNED BY ENGINEER. 2 O
= 111 =111- III = 111 =111_ 111= I_ 111 = 111 =111_
REMOVAL FROM INLET - 111_111 = 111_111° CLASS B RIP RAP 1
2. FILTER TYPES SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR 2. CHECK DAMS MAY BE USED IN SLOPING DITCHES FLOW 2' MAX •
A AND B ARE AT EQUAL ELEVATIONS AT CENTER
TO INSTALLATION. OR CHANNELS TO SLOW VELOCITY OR TO CREATE "���
EXPANSION FILTER BAG �� DEFLECTOR 3. FILTER BAGS MAY BE REMOVED WHEN SITE IS STABILIZED AT SEDIMENT TRAPS.
RESTRAINT THE DIRECTION OF THE ENGINEER. 3. ENSURE THAT MAXIMUM SPACING BETWEEN DAMS PLACES THE
DUMP LOOPS 4. FILTER BAGS SHALL BE REMOVED PRIOR TO STREET ACCEPTANCE. TOE OF THE UPSTREAM DAM AT THE SAME ELEVATION AS THE 4' TO 6'
DOWNSTREAM DAM (SEE DIAGRAM BELOW). ,• -s" MIN.
p� p� 5. FILTER BAGS SHALL BE CLEANED OR REPLACED ON A REGULAR
BASIS (NOT BE MORE THAN HALF FULL AT ANY TIME). CROSS SECTION
6. FILTER BAGS SHALL NOT BE ALLOWED IN EXISTING CITY OR NCDOT _ ;- 9" MIN. 11= IIlIII1�1:ak)i =, ( ,
111,- 1 =q1� -_ v
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SECTION 3 CATCH BASIN INLET PROTECTION CLD STD. NO. a
EC5 30.
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GENERAL NOTES: ;fit
1. UNIFORMLY GRADE A SHALLOW
NOTES:
DEPRESSION APPROACHING THE INLET.
ALL EXCAVATION SHALL BE PERFORMED IN ONLY DRY OR
IS PUMP-AROUND OPERATION
ISOLATED SECTIONS OF CHANNEL.
2. DRIVE 5 -FOOT STEEL POSTS 2 FEET 2) IMPERVIOUS DIKES ARE TO BE USED TO ISOLATE WORK FROM
STREAM FLOW.
INTO THE GROUND SURROUNDING THE 3) ALL GRADED AREAS SHALL BE STABILIZED WITHIN 24 HOURS. Q
4) MAINTENANCE OF STREAM FLOW OPERATIONS SHALL BE ,^r
INLET. SPACE POSTS EVENLY AROUND INCIDENTAL TO THE WORK. THIS INCLUDES POLYETHYLENE C1
SHEETING, DIVERSION PIPES, PUMPS AND HOSES.
THE PERIMETER OF THE INLET, A 4 MAX. 5) PUMPS AND HOSES SHALL BE OF SUFFICIENT SIZE TO DEWATER r
MAXIMUM OF 4 FEET APART. 19 -GAUGE HARDWARE CLOTH 6 EP °RVIO SE DIKE SHALL BE MADE OF THE FOLLOWING
(4 » MATERIALS: SHEET PILES, SAND BAGS, OR PLACEMENT OF CLASS Q
MESH OPENINGS) A RIPRAP LINED WITH POLYPROPYLENE OR OTHER IMPERVIOUS SEQUENCE OF CONSTRUCTION FOR TYPICAL WORK AREA
GEOTEXTILE 3. SURROUND H I
AN MP RVIOUSCDIKEATERIAL SHALL NOT BE USED TO CONSTRUCT SPECIAL STABILIZED OUTLET 1. INSTALL SPECIAL STILLING BASIN(S)..
MESH HARDWARE CLOTH. SECURE 7) THE CONTRACTOR IS TO OBSERVE THE LOCAL WEATHER INSTEAD OF A SPECIAL STILLING
FORECASTS AND NOT BEGIN WORK IN THE CREEK UNLESS AT BASIN IF PUMPING 2. INSTALL UPSTREAM PUMP AND TEMPORARY FLEXIBLE HOSE.
THE WIRE MESH TO THE STEEL LEAST THREE DAYS WITHOUT RAIN IS ANTICIPATED. CLEAN WATER
POSTS AT THE TOP, MIDDLE, AND SPECIAL STILLING BASIN 3. PLACE UPSTREAM IMPERVIOUS DIKE AND BEGIN PUMPING
OPERATIONS FOR STREAM DIVERSION. >_
BOTTOM. PLACING A 2 -FOOT FLAP IMPERVIOUS DIKE
DEWATERING PUMP 4. PLACE DOWNSTREAM IMPERVIOUS DIKE AND PUMPING APPARATUS.
OF THE WIRE MESH UNDER THE DEWATER ENTRAPPED AREA.
GRAVEL FOR ANCHORING IS NCDOT #5 OR #57
WASHED STONE 5. PERFORM CULVERT REPLACEMENT ACCORDANCE WITH THE PLANS.
RECOMMENDED. EXISTING STREAM 6. EXCAVATE ANY ACCUMULATED SILT AND DEWATER BEFORE p
CHANNEL REMOVAL OF IMPERVIOUS DIKES. REMOVE IMPERVIOUS DIKES,
PUMPS, AND TEMPORARY FLEXIBLE HOSE. (DOWNSTREAM
4. PLACE CLEAN GRAVEL (NC DOT #5 2 z IMPERVIOUS DIKES FIRST). It
OR #57 STONE) ON A 2:1 SLOPE ' 7 7. ALL GRADING AND STABILIZATION MUST BE COMPLETED IN A Z
WITH A HEIGHT OF 16 INCHES �0 TEMPORARY MAXIMUM OF 5 DAYS WITHIN THE PUMP AROUND AREAS BETWEEN THE
FLEXIBLE HOSE IMPERVIOUS DIKES. THE IMPERVIOUS DIKE LOCATIONS AS SHOWN ON
AROUND THE WIRE, AND SMOOTH TO THIS SHEET ONLY SHOW THE UPPER AND LOWER EXTENT OF WORK
FOR EACH STREAM SEGMENT. THE CONTRACTOR IS RESPONSIBLE FOR � o
AN EVEN GRADE. DETERMINING THE LOCATION OF THE IMPERVIOUS DIKE(S).
IN LOW 8. REMOVE SPECIAL STILLING BASIN(S) AND STABILIZE DISTURBED x= 5. ONCE THE CONTRIBUTING DRAINAGE AREA WITH SEED AND MULCH. o
AREA HAS BEEN STABILIZED, REMOVE SPECIAL STILLING BASIN
ACCUMULATED SEDIMENT, AND NCDOT #5 OR #57 (NCDOT 1630.06)
ESTABLISH FINAL GRADING WASHED STONE
ELEVATIONS. BASIN EXISTING TERRAIN SPECIAL STILLING
p � ■�
FILTERED cv* i
6. COMPACT THE AREA PROPERLY AND WATER IMPERVIOUS DIKE v
STABILIZED IT WITH GROUNDCOVER.
720.0 (203 MM) OF A SEDIMENT
FILTRATION CONTROL STONE
GEOTEXTILE STREAM BANK
NOT TO SCALE
PUMP - AROUND PUMP
NOTE: PROVIDE STABILIZED OUTLET TO
STREAM BANK. WOOD PALLETS MAY BE
USED IN LIEU OF STONE AND GEOTEXTILE
AS DIRECTED. A SUFFICIENT NUMBER OF
PALLETS MUST BE PROVIDED TO ELEVATE
THE ENTIRE SPECIAL STILLING BASIN ABOVE
NATURAL GROUND.
('4 HARDWARE CLOTH AND GRAVEL INLET PROTECTION w
Ec5 PUMP AROUND OPERATION V) V' c
CLD STD. N0. - J cl
30.09
EC5 o
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NOTES: Q
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1. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES AT LEAST ONCE A WEEK OR AFTER O
NOTES: EACH RAINFALL EVENT, AND REPAIR IF NECESSARY, TO ENSURE THAT ALL EROSION CONTROL MEASURES p n n
ARE FUNCTIONING PROPERLY. o
1. A STABILIZED ENTRANCE PAD OF 2 " -3" DIA. COARSE AGGREGATE SHALL BE LOCATED WHERE o v1 2 I o
TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET. 100' MIN. 2. DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR MATTED WITHIN 14 CALENDAR DAYS FOLLOWING oo
PUBLIC STREET COMPLETION OF ANY PHASE OF GRADING. PERIMETER AREAS AND SLOPES GREATER THAN 3:1 SHALL BE 2
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE. SEEDED AND MULCHED OR MATTED WITHIN 7 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF ti
_2ag� boa GRADING. ESTABLISH TEMPORARY VEGETATION AS NEEDED TO CONTROL SEDIMENT RUNOFF (NCDOT
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT EXISTING GROUND ' SECTIONS 1615 & 1620). ESTABLISH PERMANENT VEGETATION IN ACCORDANCE WITH NCDOT SECTION 1660 luff
ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL - AND CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS MANUAL - SECTION 04200.
STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. SOIL STABILIZATION FABRIC
UNDER 2 " -3" DIA. COARSE
4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY. AGGREGATE 3. ANY EXCAVATED SOIL HAULED OFF SITE MUST GO TO A PERMITTED SITE.
5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN 100' MIN. 4. FABRIC, SAND, OR SCREENINGS SHALL BE PLACED UNDER ANY STOCKPILE OF SOIL ON PAVED SURFACES.
WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN ONSITE TEMPORARY SOIL STOCKPILES SHALL BE LOCATED WITHIN THE LIMITS OF DISTURBANCE. TEMPORARY O
APPROVED SEDIMENT BASIN SEE STD. NO. 30.11B. STOCKPILES SHALL HAVE TEMPORARY SILT FENCE INSTALLED AT THE TOE OF SLOPE AND BE SEEDED AND W
6. CDOT MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY (STD. 10.24 & 10.25) TO w MULCHED.
ACCESS THE CONSTRUCTION SITE IF THE DRIVEWAY IS ON A THOROUGHFARE. �I
I- 5. ANY TURBID WATER PUMPED OFF SITE MUST BE PUMPED THROUGH A FILTER BAG.
Z cn
v 6. CHANNEL BYPASS PUMPING MAY BE REQUIRED. IF PUMPING IS REQUIRED, CONSTRUCT AN IMPERVIOUS DIKE 00 W
m UPSTREAM OF THE WORK AREA AND PUMP AROUND THE CONSTRUCTION ACTIVITIES (SEE DETAIL ON SHEET O O
D EC5). � 1
m 7. BASIN OUTLET STRUCTURES MUST WITHDRAW WATER FROM THE SURFACE UNLESS THE DRAINAGE AREA IS ^ O
LESS THAN 1 ACRE. ICI
8. CONSTRUCTION AND MAINTENANCE OF SILT DETENTION DEVICES ARE TO BE IN ACCORDANCE WITH NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) SECTION 1630.
5 STABILIZED CONSTRUCTION ENTRANCE 9. CATCH BASIN INLET PROTECTION (CLD STD. 30.15) ARE TO BE CONSTRUCTED AT ALL STORM INLETS UNTIL Q a
SURFACE STABILIZATION IS ESTABLISHED AND THERE IS NO LONGER A THREAT OF SEDIMENT RUNOFF. O
E C 5 CLD STD. NO.
10. ALL ROADWAYS ARE TO BE INSPECTED DAILY BY THE CONTRACTOR. ANY DEBRIS OR SOIL DEPOSITED ON PRELIMINARY -
30.1 1 A THE ROADWAY SURFACE IS TO BE REMOVED BY THE CONTRACTOR PRIOR TO VACATING THE CONSTRUCTION W
SITE FOR THAT DAY. IF DANGEROUS CONDITIONS EXIST, THE ROADWAY SURFACE IS TO BE CLEANED DO NOT USE
IMMEDIATELY. CLEANING SHALL INCLUDE BROOM CLEANING OF THE ROADWAY SURFACE.
11. THE CONTRACTOR SHALL COMPLETE THE FINANCIAL RESPONSIBILITY /OWNERSHIP FORM SEDIMENTATION FOR
POLLUTION CONTROL ACT LOCATED WITHIN THE PROJECT MANUAL. THE CITY WILL TRANSFER FINANCIAL
RESPONSIBILITY OF THE EROSION CONTROL PERMIT TO THE CONTRACTOR. w r l
CONSTRUCTION
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III -1 I I -1 I I -1 I I -1 I I -1 -1 I I -1 I I -1 I I -1 I I -1 I I
ITANCHOR °= 1I1= 1I1= 1I1 =1II III= 1I1 =1I1 ..I.... 11111111 1I1 111= 1I1= 1I1= 1I1 N I �o
III III I I I I -III I I I° SKIRT 8" MINIMUM . .
-I i I -III -III I I 1 -111- 111- 111- 111- 111- 111 -111 -111 -� 1 I ANCHOR S K I RT 8" MINIMUM o N° i' N U
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GENERAL NOTES:
la"f 1. FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A
MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING. GENERAL NOTES: 2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF 1. FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32' IN WIDTH AND MORE THAN 30 DAYS. MAINTENANCE NOTES: SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH 12 STAY SPACING. 2.WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN i 3. STEEL POSTS SHALL BE 5' -0" IN HEIGHT AND BE OF THE SELF - FASTENER ANGLE 1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE FOR A PERIOD OF MORE THAN 30 DAYS.
STEEL TYPE. PARTY OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY
DURING PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE 3. STEEL POSTS SHALL BE 5' -0" IN HEIGHT AND BE OF THE
4. TURN SILT FENCE UP SLOPE AT ENDS. IMMEDIATELY. SELF - FASTENER ANGLE STEEL TYPE. MAINTENANCE NOTES:
5. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS 2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END 4.WIRE FENCING SHALL BE AT LEAST #10 GAGE WITH A MINIMUM OF 1.FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY
ADJACENT TO SWIM BUFFERS, STREAMS OR WETLANDS (REFER TO SWIM BUFFER OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE 6 LINE WIRES WITH 12" STAY SPACING. RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER EACH
GUIDELINES). THE COLOR ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF FABRIC SHALL BE REPLACED PROMPTLY. 5. TURN SILT FENCE UP SLOPE AT ENDS. RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL.
ENVIRONMENTALLY SENSITIVE AREAS. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX. 6. WIRE MESH SHALL BE MIN. 13 GAGE WITH MAXIMUM 12" OPENINGS.
HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN 7. WIRE AND WASHED STONE WILL BE REQUIRED AND NOTED ON PLANS WHEN: 2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END
6. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE. OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE
PLACE AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM A. AT TOE OF SLOPES GREATER THAN 10 FEET VERTICAL (2:1 SLOPE) FABRIC SHALL BE REPLACED PROMPTLY.
7. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA TO THE EXISTING GRADE, PREPARED AND SEEDED. B. AT DENUDED LIMITS WHERE AN UNDISTURBED BUFFER IS 50 FEET
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. OR LESS AWAY 3. SEDIMENT DEPOSITS SHOULD BE REMOVED
HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN
8. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER 8. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE PLACE AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM
AREAS OF CONCENTRATED FLOW. WHEN GRADING IS ADJACENT TO SWIM BUFFERS, STREAMS OR WETLANDS TO THE EXISTING GRADE, PREPARED AND SEEDED.
(REFER TO SWIM BUFFER GUIDELINES). THE COLOR ORANGE IS RESEVED FOR
VISUAL IDENTIFICATION OF ENVIRONMENTALLY SENSITIVE AREAS.
9. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100FT OF FENCE.
10. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A -
NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
11. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR
OTHER AREAS OF CONCENTRATED FLOW.
O
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3 TEMPORARY SILT FENCE 2 TEMPORARY HIGH HAZARD SILT FENCE
EC6 CLD STD. NO. �,EC6 CLD STD. NO.
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30.06A 30.06B
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NOTES
1. REMOVE THE STRUCTURE WHEN NO LONGER NEEDED.
(NOT TO EXCEED 1 YEAR).
2. AS A MINIMUM, DESIGN THE STRUCTURE TO PASS 2 YEAR
PEAK FLOW WITHOUT OVERTOPPING.
WASHED STONE 3. ENSURE THAT DESIGN FLOW VELOCITY AT THE OUTLET
oy� OF THE CROSSING STRUCTURE IS NON- EROSIVE FOR THE
OFRECEIVING STREAM CHANNEL.
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LINE CREEK BOTTOM WITH w
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TOP BANK 000 0
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RIP RAP p U
1/2 PIPE DIA. OR 12" O
TOTAL T WHICHEVER IS GREATER. Q m
DISTRBED AREA. IIIIII`/JI RING FILTER AS REQUIRED BY INSPECTOR. RIP RAP O O � I Q
p N a 0 0
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12 AC a.
NOTES: ENGINEER TO SIZE PIPE (SEE NOTE 2)
1. ADDITIONAL MEASURES MAY BE REQURIED PER THE CITY ENGINEER PROVIDE PIPE SIZE, INVERTS, SLOPE AND MATERIAL
FOR EACH CROSSING.
BASED ON SPECIFIC SITE CONDITIONS. O
W
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EC6 NOT TO SCALE CLD STD. No. PRELIMINARY
30.14 W
DO NOT USE
FOR
CONSTRUCTION

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\ � \ FROM PROP. MH TO MH, / I
SEE SHZET 6-FOR EHANNEL AND
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POPL I
IUTILITY OWNER DUKE ENERGY REMOVE 58 LF OF EXIST. 0
- 0 10 8" SAN. SEWER PIPE \
DOG / FROMI PROP. MH MATCHLINE
--- PROP.- SAN. SEWER REPLACEMENT DESCRIPTION UTILITY POLE (SERVICE) 6"
=LM Ex SSMH
SEE SHEET U5- -� 7515
POLE NUMBER o
RIM ELEV.= 675.15 �
\ \ NV. IN= 668.92
Fl e -�� o \
12'
PaPL ° ❑DUKE ENERGY �wv
OUT= 668.74
1 ATTACHMENTS X
Po ❑ AT &T
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/ �AQS 2�� 1 o ° -- GRADE 0 FT. CUT_
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/ x REMOVED
/ O OAK o 5 "SWEET UDR
4EETGUM SWWEETGUM / /
011ME WARNER
15 "SWEETGUM (TO BE-REMOVED)
❑OTHER CONTRACTOR TO PROTECT EXIST.
PRIMARY POWER POLE DURING CONSTRUCTION
0 FT. FILL �- - - _ __ a
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/� 8" N / - X18 "SWED071. 7 \�A'3671.86 18 "SWEETGUM o
/ OAK - PLAN -TED t RE1� 18 "SWEET /
° 20 "SWEETGUM STRG. BLDG.'iuIOVE AN EPLACE
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K / EX.-8" SAN. SEWER ° 18507130 00�
4' JAR ° 24 "SWEET Ut� b
SO CRAWL (DOOR)= 73.o PIPE FROM EX. EDWIN S. CASTRO AND / S o
L E MAPLE 6" VENT= 676.Q3 DOWNSTREAM Mai SPOUSE, MARIA CARMELA P. J j e
a
T P- 673.00 SM Doc TO EX. UPSTREAM M CASTRO / o
SETA +20.0 �' \ DB 11430/P�60 2" JAP °
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RI EL 672. S 0 P #� � � SSM REMOVE 86 LF OF EX. o Ac ELECTRIC SERVICE ssMH Q) H
NOV C� 666.1 t'• �LG 72'85 8 SAN. SEWED �� AC RIM ELEV. EX � A 4 +10.01 o O
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A \ 2„ 10.25F) (140 SY) �� / / � / � ROP. I OUT= 666.92
18507121
_ �i•L9-
-9 EX SSMH - \ JOHN A. ASHWORTH 111 AND CD
-Q f1 RIM ELEV.= 6 92 �� � � �w� "� 0 � �, � ° W/FE, ANNE W. ASHWORTH
v . z I \ PROP. 72 LF " DB 37461PG 282 MB 9 1PG 181
_ PC350-DI SAN. SEWER
m
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--- PROP.- SAN. SEWER REPLACEMENT DESCRIPTION UTILITY POLE (SERVICE) 6"
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SEE SHEET U5- -� 7515
POLE NUMBER o
RIM ELEV.= 675.15 �
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Fl e -�� o \
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1 ATTACHMENTS X
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/ x REMOVED
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4EETGUM SWWEETGUM / /
011ME WARNER
15 "SWEETGUM (TO BE-REMOVED)
❑OTHER CONTRACTOR TO PROTECT EXIST.
PRIMARY POWER POLE DURING CONSTRUCTION
0 FT. FILL �- - - _ __ a
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w.- E 0 LF OF 4 CHAIN
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V 41 LINK FENCE D S \ S
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/ LAG -672.7 REMOVE 232 LF OF
K / EX.-8" SAN. SEWER ° 18507130 00�
4' JAR ° 24 "SWEET Ut� b
SO CRAWL (DOOR)= 73.o PIPE FROM EX. EDWIN S. CASTRO AND / S o
L E MAPLE 6" VENT= 676.Q3 DOWNSTREAM Mai SPOUSE, MARIA CARMELA P. J j e
a
T P- 673.00 SM Doc TO EX. UPSTREAM M CASTRO / o
SETA +20.0 �' \ DB 11430/P�60 2" JAP °
E RATE INLET ' / O PROP. UNDERGROUND- 43& HU TER LN. MAPLE m
RI EL 672. S 0 P #� � � SSM REMOVE 86 LF OF EX. o Ac ELECTRIC SERVICE ssMH Q) H
NOV C� 666.1 t'• �LG 72'85 8 SAN. SEWED �� AC RIM ELEV. EX � A 4 +10.01 o O
PROP. INV�IN =663 8 - _ REMOVE AND REPLACE INV. IN= 668.01 RIM ELEV.0 MH
PROPINV. I B =663.87 10 CONCRETE 122 LF OF 4' CHAIN NV. ouT= 667.8 SEE SHEET 7 FOR PROP.
�3 24' DRIVEWAY (CLDS / / WITH CRAWL SPA CE DECK ( � o PROP. INV. IN= 667.12 L��
GE \ \ LINK FENCE. TO BE REMOVED) PROPyy = fib_ V CHANNEtf WORK
A \ 2„ 10.25F) (140 SY) �� / / � / � ROP. I OUT= 666.92
18507121
_ �i•L9-
-9 EX SSMH - \ JOHN A. ASHWORTH 111 AND CD
-Q f1 RIM ELEV.= 6 92 �� � � �w� "� 0 � �, � ° W/FE, ANNE W. ASHWORTH
v . z I \ PROP. 72 LF " DB 37461PG 282 MB 9 1PG 181
_ PC350-DI SAN. SEWER
m
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EX__SSMH W NV. OUT =
M ELEV. 67za5 8„ (TO BE REMOVED) / co o � � °
-- - - - -- -
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\SV AAN � AA yam" A \ \ \'rk \, \S\
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--PROP. INV. IN= 664.68 42 PC \ DI S N.
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18507131
\ JONATHAN OVERCASH AN -
WIFE, TINA C. OVERCASH
Il of Vd \
DB 175691PG 764 >iclae -
/ 447 HUNTER LN.
�CC9 / -
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--PROP. INV. IN= 664.68 42 PC \ DI S N.
PROP. INV. OUT= 664.48 \
18507131
\ JONATHAN OVERCASH AN -
WIFE, TINA C. OVERCASH
Il of Vd \
DB 175691PG 764 >iclae -
/ 447 HUNTER LN.
v _ UTILITY OWNER -
O -
DESCRIPTION PROP, 30/6 LIFT POLE
POLE NUMBER
_ ATTACHMENTS X❑ DUKE ENERGY ❑ TIME WARNER
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_ TO BE PLACED AT REAR OF PROPERTY
REMARKS OWNERS YARD. SERVICE TO DIP DOWN THIS
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NOTE:
CONTRACTOR TO RECONNECT EXISTING SANITARY SEWER
LATERALS TO PROPOSED SANITARY SEWER.
SEE SHEET 6 FOR
STORM DRAIN DESIGN
AT HUNTER LANE
HORIZONTAL LOCATIONS ARE IN REFERENCE TO THE
NORTH CAROLINA STATE PLANE COORDINATE SYSTEM
AS DEFINED BY THE NORTH AMERICAN DATUM OF
1983 (NAD83).
ELEVATIONS ARE IN REFERENCE TO SEA LEVEL
DATUM AS DEFINED BY THE NORTH AMERICAN
VERTICAL DATUM OF 1988 (NAVD 88).
WARNING.
PROTECT OVERHEAD
ELECTRIC CROSSING
SEE SHEET D7 FOR
ASPHALT ROADWAY
REPLACEMENT
20' 0 20' 40'
HORIZONTAL SCALE: 1 " = 20'
4' 0 4' 8'
VERTICAL SCALE: 1 " = 4'
E�
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- - -oss
/
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00 (D
v _ UTILITY OWNER -
O -
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LATERALS TO PROPOSED SANITARY SEWER.
SEE SHEET 6 FOR
STORM DRAIN DESIGN
AT HUNTER LANE
HORIZONTAL LOCATIONS ARE IN REFERENCE TO THE
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AS DEFINED BY THE NORTH AMERICAN DATUM OF
1983 (NAD83).
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VERTICAL DATUM OF 1988 (NAVD 88).
WARNING.
PROTECT OVERHEAD
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SEE SHEET D7 FOR
ASPHALT ROADWAY
REPLACEMENT
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y \ S R W/ 50 I 00 3" DOGWOOD
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CHILLINGWORTH 68o--PROP INV. IN (B)= 671.44 / p ��� �4' 7 T /'OUT = 689.99 INV. 1
PROP ✓14 ��� PR�NV- OUT�71.24 \ / / �iP PROP. 0 SMH \ \ r LE / AK STORM DRAIN DESIGN
F 8" P 350 Ex ssMH / / P RIM ELEV.61.44 SAP( JtYYtR 6NS 7- �\ MH RIM ELE \68L44 l�9 , / PROP. INV. tN- (A =67 .75 / e e 3" MAPLE (A) IN IN 6725 0 PROP. INV. IN B =6 .44 �s' A w -2 -
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o z E E _ - - \ „ HI oRY REMOVE 43 LF PROP. INV. T =U8:4
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''_ \\ o ELEV.- 6 0.1 4/ R ELEV.= 680.51 SMH
m 60 -CMP1 - _ - - - _ I _ 'I[ E DE I 1 \\ 5" GWO SEWER I / wv. IN= o. 9 NV. C = 670.76A 0+'�J3 SEE SHEET D7 FOR
pDE� E�X GR ET I c� 7 HI KO / V. OU 70 7 QGONCRETE SHELF INSIDE THE PROP. 4 0 SSMH / STA 1 +80.13
- - - R EV.- 680.51 I r \\ / C I o�r�ucru�RE� UNABLE BLE ro RIM ELEV.�fL81.01 4 / PROP. 4' 0 SSMH
,n - - - - - - - SDE �G=676.20 E 67 .76 r \ 5' oc� D ZE PROP. INV. IN =67599 ° RIM ELEV.= 682.81 ASPHAL T R OAD WA Y
(-' SDE wO ONCRET SHELF IN DE THE PROP. INV. OUT= 675i79-e? /
3
STIR CTURE, u ABLE ro c ROPOSED AN. \ PROP. INV. IN A = 676.91
3 - 2 OBTAIN PIPE SIZE \ \ SEWER. SAN. - I ROP. 58 LF OF 8" / / PROP. INV. IN (8)= 676.80 REPLACEMENT. w
NV. = 6 9.36 THIS S EET. PC SAN. SEWER " PROP. INV. OUT= 676.72
t� PROP. 122 L� OF 8 04
SDE AC AG- 74.5 \\ 1 WILLO \ �� I '-PC350 DI SAN. SEWER REMOVE AND REPLACE
AC V O �� \ ° O � �' 10 LF OF EX. 8" SAN.
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CR WL(DOOR) -674.7 I STA 0 +57.93 I \ \\ \ �� v
40 I t P. 4' 0 SSMH Q 3" MAPLE Q) s �° JOHN A. ASHWORTH N AND REMOVE AND REPLACE D
ELEV. =681.01 " I 3- 676.20 WIFE, ANNE W. ASHWORTH 18507120 20 LF OF EX. 8" SAN. W
18507121 „ MELBA B. VON SPRECKEN .�
� I PROP. NV. IN= 675.99 �; i DB 37461PG 282 MB 9 1PG 181 SEWER W/ 8" PC350 DI
JOHN A. ASHWORTH III AND P 1 DB 5218/PG 804 MB 9 /PG 181 A w 04
\ WIFE, ANNE W. ASHWORTH ROP. IN�/. OUT =6 5.79 \ CD �. / ` 426 CHILLINGWORTH LN. N�,,, SAN. SEWER O
DB 37461PG 282 MB 9 1PG 181 � / 500 CHILLINGWORTH LN.
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20' 0 20' 40' PRELIMINARY -
HORIZONTAL SCALE: 1 " = 20' 00 NOT USE a
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CONTRACTOR TO RECONNECT EXISTING SANITARY SEWER
LATERALS TO PROPOSED SANITARY SEWER.
- co
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� 5 2 H 20 LF OF EX. SAN. ` / �� cwoo �'
0 0 6800 18507122 STA 77- SEWER W/ 8" 350 DI REM&E AND E \ \ SEE THIS S EET ) 4/A 3' Docw OD
\ PROPOSED EAN. EWER. \ 0 \
_PROP. 4 0 SSMH SEWED \ c o Y ,� o b
S EPHEN C. SPIEGLER A - 40 F OF EX / AA1 m 9' CEDAR I \
FE, DIANE S SPI GLER RIM E-LEV.- 51.44 \ \\ % c, j \ Q SEE SHEET 7 FOR
y \ S R W/ 50 I 00 3" DOGWOOD
/ D 3906PG 154 MB G 181 PROP. INV. IN (A)= 672.7 ✓ AN. SE / \ b Ex GRATE INLET RIM O
CHILLINGWORTH 68o--PROP INV. IN (B)= 671.44 / p ��� �4' 7 T /'OUT = 689.99 INV. 1
PROP ✓14 ��� PR�NV- OUT�71.24 \ / / �iP PROP. 0 SMH \ \ r LE / AK STORM DRAIN DESIGN
F 8" P 350 Ex ssMH / / P RIM ELEV.61.44 SAP( JtYYtR 6NS 7- �\ MH RIM ELE \68L44 l�9 , / PROP. INV. tN- (A =67 .75 / e e 3" MAPLE (A) IN IN 6725 0 PROP. INV. IN B =6 .44 �s' A w -2 -
RPM MATCHLINE SMH STA 6 +50.42 (B) INV. IN= 671.44 b / PROP. Ny. OUT =671. ° -� 30S
TO PROP. MH TA 5 +13.71 REMOVE 166 LF 0 PROP. 4' 0 SSMH �(CINIV.vOUT= 67.94 DX �S /� I \ \ D 3aS 3 HORIZONTAL LOCATIONS ARE IN REFERENCE
8 SAN. SEWER PIPE RIM ELEV= 679.14 1 / " REMOVE 90 LF 0 PL G AND ABANDON 80 Z
PROP. 4' 0 SSMH / �,� / 5 \ Y „- o „ (� TO THE NORTH CAROLINA STATE PLANE m
FROM MATCHLINE TO P. INV. IN (A)=\670.02 S d� Ex M \ 15" wIL ow EX. 8 SAN. SEWE 6" o F OF EX. 8 AN �- o � ca
RtR"LE� =675 66 ( )� PROP. 7 LF OF / / L e COORDINATE SYSTEM AS DEFINED BY THE �
EXIST. UPSTREAM MH pROP. ROP INV. IN A - a Ev.- 81.12 N
PROP. INV. IN =667 O- 15,68.55 8" P 50 DI 2 S B \ ��\ 9 000 OE 3" oAN SEWER z o
� /L o X70.72 Q _ _ NORTH AMERICAN DATUM OF 1983 (NAD83). .II m
PROP. INV. OUT= 667.43 ROP. INV IN B -67 .44 P _ o w \ o
O- , SAN. S r °� IN 67s.1z -/
�d ^a PR ROP INV I (B= 668.55 / A V -- - - --------- _- _ -_ -_- \ - -- �z� -� ¢ c�
e e � �� e o X�^ _SMH � -_- - - � � � M „9 M „9 �, �7 U U
y - PROP. INV. 'OUT= 668.45 I - -_ E EV\ 4 _ - M"9 A " `? ELEVATIONS ARE IN REFERENCE TO SEA a
/ Ex SSMH R �� "' LE w II Jv IIN 671. - - `� s s s 0 i -% - s LEVEL DATUM AS DEFINED BY THE NORTH
\ SSE SSE SSE SSE SSE
cm _
INV. IN- 670.79 Qk0 Ci /
2 �E �TONV. RE 67VED � (NE) �IN= 672.94 M APPROXIMATE - _ n w
PROP. 137 LF OF 5 cP \ AMERICAN VERTICAL DATUM OF 1988 (NAND a
N . ou r= 671. EX. 8 SAN. SE R
INV. - 671.69 TO REM ) <
E8 50 DI SAN. SEWER / / / �g / / RIM = 681 USED IN Ex sDMH IM
a� \ FF B E SDMH / / / / \ \ I M HYDRAFLOW SS INV. VIN- 6602.03 8" DIP c \ OE M I Q
�� a 8„ CLAY -- EX. 15' UE E RIM 681.12 -7" DO D �/ / / / M �� I APPR�RIFT7CTE'- M �..= U] a R / � M O U
� ` ` MB9 /PG181 LOCATION OF PIPE\
SSE -- SSE ® 34S N = 670.72 / / / STA kff +5 .42 _ ALT SS ' `T� �A WARNING. o
` ` V A 45 ,x„36 ") IN'/ = 675.12 � / 1 / / / / STUB / H ) ' E` dS 34S j 3 PROP. 4 0 MH eg2� (ASP SS B-)E o zo / Q Q
4' CHAIN LINK \ , , o 'MAP / ,� A PROTECT OVERHEAD 0 � I >
RfM ELEV.
%C ORM DRA N rE II S PROf5. INV. IN (A) 67 .02 - z ROLL cuRB / o N a�
O SEE SHEET 7 FOR PR ENV ELE _INLer -3 I / I- PROP DROP INV. IN =6 8.55 - 8 a
z _V 46 E /' PROP. INV IN O= 5.44 o � RIM ELEV.EX68z81 ELECTRIC CROSSING
_ - S a PROP. DROP INN IN B)�68.55 �N . IN=- 676.91 (A
NV. IN= 676.80 (B)
o z E E _ - - \ „ HI oRY REMOVE 43 LF PROP. INV. T =U8:4
(n ¢-, � � F � � 'r � OF EX. 8 SAN. / EX SSM RIM E GRATE�I L ` SMH � �v. OU�� -76.72
''_ \\ o ELEV.- 6 0.1 4/ R ELEV.= 680.51 SMH
m 60 -CMP1 - _ - - - _ I _ 'I[ E DE I 1 \\ 5" GWO SEWER I / wv. IN= o. 9 NV. C = 670.76A 0+'�J3 SEE SHEET D7 FOR
pDE� E�X GR ET I c� 7 HI KO / V. OU 70 7 QGONCRETE SHELF INSIDE THE PROP. 4 0 SSMH / STA 1 +80.13
- - - R EV.- 680.51 I r \\ / C I o�r�ucru�RE� UNABLE BLE ro RIM ELEV.�fL81.01 4 / PROP. 4' 0 SSMH
,n - - - - - - - SDE �G=676.20 E 67 .76 r \ 5' oc� D ZE PROP. INV. IN =67599 ° RIM ELEV.= 682.81 ASPHAL T R OAD WA Y
(-' SDE wO ONCRET SHELF IN DE THE PROP. INV. OUT= 675i79-e? /
3
STIR CTURE, u ABLE ro c ROPOSED AN. \ PROP. INV. IN A = 676.91
3 - 2 OBTAIN PIPE SIZE \ \ SEWER. SAN. - I ROP. 58 LF OF 8" / / PROP. INV. IN (8)= 676.80 REPLACEMENT. w
NV. = 6 9.36 THIS S EET. PC SAN. SEWER " PROP. INV. OUT= 676.72
t� PROP. 122 L� OF 8 04
SDE AC AG- 74.5 \\ 1 WILLO \ �� I '-PC350 DI SAN. SEWER REMOVE AND REPLACE
AC V O �� \ ° O � �' 10 LF OF EX. 8" SAN.
G WITH CRAWL SPACE I SM I ��\ I 4O / SEWER W/ 8" PC350 DI aI w
- 1 � 18507121 SAN. SEWER
CR WL(DOOR) -674.7 I STA 0 +57.93 I \ \\ \ �� v
40 I t P. 4' 0 SSMH Q 3" MAPLE Q) s �° JOHN A. ASHWORTH N AND REMOVE AND REPLACE D
ELEV. =681.01 " I 3- 676.20 WIFE, ANNE W. ASHWORTH 18507120 20 LF OF EX. 8" SAN. W
18507121 „ MELBA B. VON SPRECKEN .�
� I PROP. NV. IN= 675.99 �; i DB 37461PG 282 MB 9 1PG 181 SEWER W/ 8" PC350 DI
JOHN A. ASHWORTH III AND P 1 DB 5218/PG 804 MB 9 /PG 181 A w 04
\ WIFE, ANNE W. ASHWORTH ROP. IN�/. OUT =6 5.79 \ CD �. / ` 426 CHILLINGWORTH LN. N�,,, SAN. SEWER O
DB 37461PG 282 MB 9 1PG 181 � / 500 CHILLINGWORTH LN.
PROPOSE S TAY I N 2" OAK
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426 CHILLINGWORTH LN. IS \ �
\ SHEET. I 1 \\ k 1' o K /
MCI O
20' 0 20' 40' PRELIMINARY -
HORIZONTAL SCALE: 1 " = 20' 00 NOT USE a
4' 0 4' 8' FOR
VERTICAL SCALE: 1" = 4' CONSTRUCTION W N 04
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NOTE. v
CONTRACTOR TO RECONNECT EXISTING SANITARY SEWER
LATERALS TO PROPOSED SANITARY SEWER.
- co
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� 5 2 H 20 LF OF EX. SAN. ` / �� cwoo �'
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\ PROPOSED EAN. EWER. \ 0 \
_PROP. 4 0 SSMH SEWED \ c o Y ,� o b
S EPHEN C. SPIEGLER A - 40 F OF EX / AA1 m 9' CEDAR I \
FE, DIANE S SPI GLER RIM E-LEV.- 51.44 \ \\ % c, j \ Q SEE SHEET 7 FOR
y \ S R W/ 50 I 00 3" DOGWOOD
/ D 3906PG 154 MB G 181 PROP. INV. IN (A)= 672.7 ✓ AN. SE / \ b Ex GRATE INLET RIM O
CHILLINGWORTH 68o--PROP INV. IN (B)= 671.44 / p ��� �4' 7 T /'OUT = 689.99 INV. 1
PROP ✓14 ��� PR�NV- OUT�71.24 \ / / �iP PROP. 0 SMH \ \ r LE / AK STORM DRAIN DESIGN
F 8" P 350 Ex ssMH / / P RIM ELEV.61.44 SAP( JtYYtR 6NS 7- �\ MH RIM ELE \68L44 l�9 , / PROP. INV. tN- (A =67 .75 / e e 3" MAPLE (A) IN IN 6725 0 PROP. INV. IN B =6 .44 �s' A w -2 -
RPM MATCHLINE SMH STA 6 +50.42 (B) INV. IN= 671.44 b / PROP. Ny. OUT =671. ° -� 30S
TO PROP. MH TA 5 +13.71 REMOVE 166 LF 0 PROP. 4' 0 SSMH �(CINIV.vOUT= 67.94 DX �S /� I \ \ D 3aS 3 HORIZONTAL LOCATIONS ARE IN REFERENCE
8 SAN. SEWER PIPE RIM ELEV= 679.14 1 / " REMOVE 90 LF 0 PL G AND ABANDON 80 Z
PROP. 4' 0 SSMH / �,� / 5 \ Y „- o „ (� TO THE NORTH CAROLINA STATE PLANE m
FROM MATCHLINE TO P. INV. IN (A)=\670.02 S d� Ex M \ 15" wIL ow EX. 8 SAN. SEWE 6" o F OF EX. 8 AN �- o � ca
RtR"LE� =675 66 ( )� PROP. 7 LF OF / / L e COORDINATE SYSTEM AS DEFINED BY THE �
EXIST. UPSTREAM MH pROP. ROP INV. IN A - a Ev.- 81.12 N
PROP. INV. IN =667 O- 15,68.55 8" P 50 DI 2 S B \ ��\ 9 000 OE 3" oAN SEWER z o
� /L o X70.72 Q _ _ NORTH AMERICAN DATUM OF 1983 (NAD83). .II m
PROP. INV. OUT= 667.43 ROP. INV IN B -67 .44 P _ o w \ o
O- , SAN. S r °� IN 67s.1z -/
�d ^a PR ROP INV I (B= 668.55 / A V -- - - --------- _- _ -_ -_- \ - -- �z� -� ¢ c�
e e � �� e o X�^ _SMH � -_- - - � � � M „9 M „9 �, �7 U U
y - PROP. INV. 'OUT= 668.45 I - -_ E EV\ 4 _ - M"9 A " `? ELEVATIONS ARE IN REFERENCE TO SEA a
/ Ex SSMH R �� "' LE w II Jv IIN 671. - - `� s s s 0 i -% - s LEVEL DATUM AS DEFINED BY THE NORTH
\ SSE SSE SSE SSE SSE
cm _
INV. IN- 670.79 Qk0 Ci /
2 �E �TONV. RE 67VED � (NE) �IN= 672.94 M APPROXIMATE - _ n w
PROP. 137 LF OF 5 cP \ AMERICAN VERTICAL DATUM OF 1988 (NAND a
N . ou r= 671. EX. 8 SAN. SE R
INV. - 671.69 TO REM ) <
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a� \ FF B E SDMH / / / / \ \ I M HYDRAFLOW SS INV. VIN- 6602.03 8" DIP c \ OE M I Q
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� ` ` MB9 /PG181 LOCATION OF PIPE\
SSE -- SSE ® 34S N = 670.72 / / / STA kff +5 .42 _ ALT SS ' `T� �A WARNING. o
` ` V A 45 ,x„36 ") IN'/ = 675.12 � / 1 / / / / STUB / H ) ' E` dS 34S j 3 PROP. 4 0 MH eg2� (ASP SS B-)E o zo / Q Q
4' CHAIN LINK \ , , o 'MAP / ,� A PROTECT OVERHEAD 0 � I >
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%C ORM DRA N rE II S PROf5. INV. IN (A) 67 .02 - z ROLL cuRB / o N a�
O SEE SHEET 7 FOR PR ENV ELE _INLer -3 I / I- PROP DROP INV. IN =6 8.55 - 8 a
z _V 46 E /' PROP. INV IN O= 5.44 o � RIM ELEV.EX68z81 ELECTRIC CROSSING
_ - S a PROP. DROP INN IN B)�68.55 �N . IN=- 676.91 (A
NV. IN= 676.80 (B)
o z E E _ - - \ „ HI oRY REMOVE 43 LF PROP. INV. T =U8:4
(n ¢-, � � F � � 'r � OF EX. 8 SAN. / EX SSM RIM E GRATE�I L ` SMH � �v. OU�� -76.72
''_ \\ o ELEV.- 6 0.1 4/ R ELEV.= 680.51 SMH
m 60 -CMP1 - _ - - - _ I _ 'I[ E DE I 1 \\ 5" GWO SEWER I / wv. IN= o. 9 NV. C = 670.76A 0+'�J3 SEE SHEET D7 FOR
pDE� E�X GR ET I c� 7 HI KO / V. OU 70 7 QGONCRETE SHELF INSIDE THE PROP. 4 0 SSMH / STA 1 +80.13
- - - R EV.- 680.51 I r \\ / C I o�r�ucru�RE� UNABLE BLE ro RIM ELEV.�fL81.01 4 / PROP. 4' 0 SSMH
,n - - - - - - - SDE �G=676.20 E 67 .76 r \ 5' oc� D ZE PROP. INV. IN =67599 ° RIM ELEV.= 682.81 ASPHAL T R OAD WA Y
(-' SDE wO ONCRET SHELF IN DE THE PROP. INV. OUT= 675i79-e? /
3
STIR CTURE, u ABLE ro c ROPOSED AN. \ PROP. INV. IN A = 676.91
3 - 2 OBTAIN PIPE SIZE \ \ SEWER. SAN. - I ROP. 58 LF OF 8" / / PROP. INV. IN (8)= 676.80 REPLACEMENT. w
NV. = 6 9.36 THIS S EET. PC SAN. SEWER " PROP. INV. OUT= 676.72
t� PROP. 122 L� OF 8 04
SDE AC AG- 74.5 \\ 1 WILLO \ �� I '-PC350 DI SAN. SEWER REMOVE AND REPLACE
AC V O �� \ ° O � �' 10 LF OF EX. 8" SAN.
G WITH CRAWL SPACE I SM I ��\ I 4O / SEWER W/ 8" PC350 DI aI w
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40 I t P. 4' 0 SSMH Q 3" MAPLE Q) s �° JOHN A. ASHWORTH N AND REMOVE AND REPLACE D
ELEV. =681.01 " I 3- 676.20 WIFE, ANNE W. ASHWORTH 18507120 20 LF OF EX. 8" SAN. W
18507121 „ MELBA B. VON SPRECKEN .�
� I PROP. NV. IN= 675.99 �; i DB 37461PG 282 MB 9 1PG 181 SEWER W/ 8" PC350 DI
JOHN A. ASHWORTH III AND P 1 DB 5218/PG 804 MB 9 /PG 181 A w 04
\ WIFE, ANNE W. ASHWORTH ROP. IN�/. OUT =6 5.79 \ CD �. / ` 426 CHILLINGWORTH LN. N�,,, SAN. SEWER O
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PRO 4' 0 SSMH PAUL JOHN TOBBEN -AND- -
RIM LEV.= 687.85 SPOUSE, KAREN S. TOBBEN
_ \ DB 69161PG 878 MB 9 1PG 179
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W/ CRAWL SPACE
SEE SHEET 13 \
(p FOR STORM DRAIN \
REPLACEMENT
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SEE SHEET 8 & 9 FOR
STORM DRAIN DESIGN
HORIZONTAL LOCATIONS ARE IN REFERENCE TO THE
NORTH CAROLINA STATE PLANE COORDINATE SYSTEM b
AS DEFINED BY THE NORTH AMERICAN DATUM OF II
1983 (NAD83).
ELEVATIONS ARE IN REFERENCE TO SEA LEVEL
DATUM AS DEFINED BY THE NORTH AMERICAN
VERTICAL DATUM OF 1988 (NAVD 88).
WARNING:
PROTECT OVERHEAD
ELECTRIC CROSSING
SEE SHEET D7 FOR
ROADWAYASPHALT
REPLACEMENT
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HORIZONTAL SCALE: 1” = 20'
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F-STA +90.49 18503621
PRO 4' 0 SSMH PAUL JOHN TOBBEN -AND- -
RIM LEV.= 687.85 SPOUSE, KAREN S. TOBBEN
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HORIZONTAL LOCATIONS ARE IN REFERENCE TO THE
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1983 (NAD83).
ELEVATIONS ARE IN REFERENCE TO SEA LEVEL
DATUM AS DEFINED BY THE NORTH AMERICAN
VERTICAL DATUM OF 1988 (NAVD 88).
WARNING:
PROTECT OVERHEAD
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SEE SHEET D7 FOR
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V / APPRX. LOCATION OF HOLE 2 -(ON
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z 4 -4" GREY PVC PHONE DUCTS TO DEPTH
721.98 \ \
APPRX. LOCATION OF HOLE ON TARGET 07 26- -4" GREY PVC PHONE DUC BOTTOM
4" BLACK STEEL TOP DEPTH FROM SURFA E - 12' / \ \\ DEP - 721.31
4" BLACK STEEL BOTTOM DEPTH FROM SURF CE = 16" \ \ j \ \ 0 NER: AT &T \ /
OWNER: D KE POWER / APPRX. LOCATION �H 1 -(ON TARGET
APPRX. LOCATION OF HOLE (ON TARG 07- 26 -12) / \ 0 02-10)
1" POWER TOP DEPTH FROM RFACE = 12" / GROUND ELEV 7 <26.. 04
1" POWER BOTTOM DEPTH FROM ACE = 16" 24" CAST IRON WATER MAI TQP /
I / 722@4\ \ /�
OWN R: DU POWER 24" CAST IRON WATE IN BOTTOMS \ /
PM y�I = 720.04
/ / WNER: CMUD
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TARGET 09- 02 -10)
/GROUND ELEV. = 726.14
/ 8" CAST IRON WATER LINE TOP
j DEPTH - 722.64
8" CAST IRON WATER LINE
BOTTOM DEPTH - 721.97 /
6. OWNER: CMUD
�
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AS NECESSARY TO 3 /
\ CONSTRUCTION a
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ABLE TO UNCOVER FIBER OR
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OWNER: CL
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APPRX, LOCATION OF HOLE 4 -(ON TARGET 09- 02 -10)
GROUND ELEV. = 726.14
4" STEEL GAS LINE TOP DEPTH - 721.39
4" STEEL GAS LINE BOTTOM DEPTH = 721.06
OWNER: PNG
APPRX. LOCAT ON OF HOLE -(ON TARGET 09- 02 -10)
Jl* GROUND ELEV. = 726.68
2 -3" PVC PH NE DUCTS T P DEPTH = 721 01
/ 2 -3" PVC P ONE DUCTS B TTOM DEPTH = 72036
— OWNER: AT&
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STORM DRAIN (BY OTHERS) G
REPLACE 40 LF OF 4" GAS "r
MAIN (BY OTHERS)
CONTRACTOR SHALL
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WATER MAIN DURING
CONSTRUCTION.
C ACTOR SHALL
PRO FIBER
OPTIC DU G
CONSTRUCTIO .
APPRX. LOCATION OF HOLE 7- ON TARGET 09- -10) /
GROUND ELEV. _ ? ? ?. ?? /
6" DIP WATER LINE TOP DE P H
6" DIP WATER LINE BOTTO DEPTH - ? ? ?. ?? /
OWNER: CMUD
WA TER MAIN RELOCATIONS
UNDER STORM DRAIN SHALL
FOLLOW DETAIL 25, SHEET D11
GAS MAINS SHALL BE
RELOCATED DURING
CONSTR UCTION BY OTHERS
CONTRACTOR SHALL PROTECT
ALL UNDERGROUND UTILITIES
DURING CONSTRUCTION.
CONTRACTOR SHALL RECONNECT
ALL WATER SERVICES TO
PROPOSED WATER MAIN
RELOCATION /REPLACEMENT PIPES.
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6" PVC WATER LINE BO TOM DEPTH = 7 6.25
OWNER: MUD
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TARGET 09- 02 -10)
/GROUND ELEV. = 726.14
/ 8" CAST IRON WATER LINE TOP
j DEPTH - 722.64
8" CAST IRON WATER LINE
BOTTOM DEPTH - 721.97 /
6. OWNER: CMUD
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AS NECESSARY TO 3 /
\ CONSTRUCTION a
STORM DRAIN (BY N
\ OTHERS) /
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ABLE TO UNCOVER FIBER OR
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OWNER: CL
ss
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/
APPRX, LOCATION OF HOLE 4 -(ON TARGET 09- 02 -10)
GROUND ELEV. = 726.14
4" STEEL GAS LINE TOP DEPTH - 721.39
4" STEEL GAS LINE BOTTOM DEPTH = 721.06
OWNER: PNG
APPRX. LOCAT ON OF HOLE -(ON TARGET 09- 02 -10)
Jl* GROUND ELEV. = 726.68
2 -3" PVC PH NE DUCTS T P DEPTH = 721 01
/ 2 -3" PVC P ONE DUCTS B TTOM DEPTH = 72036
— OWNER: AT&
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STORM DRAIN (BY OTHERS) G
REPLACE 40 LF OF 4" GAS "r
MAIN (BY OTHERS)
CONTRACTOR SHALL
PROTECT EX. 24" /
WATER MAIN DURING
CONSTRUCTION.
C ACTOR SHALL
PRO FIBER
OPTIC DU G
CONSTRUCTIO .
APPRX. LOCATION OF HOLE 7- ON TARGET 09- -10) /
GROUND ELEV. _ ? ? ?. ?? /
6" DIP WATER LINE TOP DE P H
6" DIP WATER LINE BOTTO DEPTH - ? ? ?. ?? /
OWNER: CMUD
WA TER MAIN RELOCATIONS
UNDER STORM DRAIN SHALL
FOLLOW DETAIL 25, SHEET D11
GAS MAINS SHALL BE
RELOCATED DURING
CONSTR UCTION BY OTHERS
CONTRACTOR SHALL PROTECT
ALL UNDERGROUND UTILITIES
DURING CONSTRUCTION.
CONTRACTOR SHALL RECONNECT
ALL WATER SERVICES TO
PROPOSED WATER MAIN
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TRAFFIC CONTROL GENERAL NOTES
A) ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE REQUIREMENTS OF THE MOST CURRENT EDITIONS
OF THE CHARLOTTE DEPT. OF TRANSPORTATION CDOT) WORK AREA TRAFFIC CONTROL HANDBOOK (W.A.T.C.H.),
THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.), THE NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION ( NCDOT) SUPPLEMENT TO THE M.U.T.C.D., THE NCDOT ROADWAY STANDARD DRAWINGS AND
THE CURRENT EDITION OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES.
B) THE CONTRACTOR IS TO NOTIFY CDOT IN WRITING 10 WORKING DAYS IN ADVANCE OF ANY ROAD CLOSURE
OR 5 WORKING DAYS PRIOR TO CLOSING ONE OR MORE TRAVEL LANES IN ACCORDANCE WITH SECTION 3 OF
THE W.A.T.C.H. HANDBOOK.
C) ALL SIGNAL REVISIONS OR SHIFTS OF SIGNAL HEADS WILL BE THE RESPONSIBILITY OF CDOT; PRIOR TO
REVISING TRAFFIC LANES WHICH REQUIRE SIGNAL REVISIONS, THE CONTRACTOR SHALL NOTIFY THE CDOT
IMPLEMENTATION SECTION MANAGER (GUS JORDI / 336 -7086) A MINIMUM OF 30 CALENDAR DAYS IN
ADVANCE. TRAFFIC LANES SHALL NOT BE SHIFTED UNTIL THE REQUIRED SIGNAL REVISION / SHIFT IS
COMPLETE AND READY FOR ACTIVATION. FOR NOTICES RELATED TO SIGNAL WORK REQUIRING NEW UTILITIES,
REFER TO PROJECT NOTES.
D) THE CONTRACTOR SHALL BE REQUIRED TO FURNISH, INSTALL, RELOCATE, AND MAINTAIN ALL TRAFFIC
CONTROL DEVICES, SIGNS, BARRICADES, WARNING AND /OR CHANNELIZING DEVICES FOR WORK SITES AND
DETOUR ROUTES AS SHOWN IN TRAFFIC CONTROL PLANS UNLESS OTHERWISE SPECIFIED BY THE ENGINEER.
E) CONSTRUCTION PHASING MAY DICTATE THAT TWO OR MORE TYPICAL W.A.T.C.H. DIAGRAMS OR STANDARDS
BE USED IN ONE AREA OF CONSTRUCTION. CHANNELIZING DEVICES ASSOCIATED WITH THESE TYPICALS SHALL
BE MOVED, SUPPLEMENTED, CHANGED, OR REMOVED AS NECESSARY TO COMPLY WITH THE CONSTRUCTION
PHASING OF THE PLANS. THE LOCATION AND POSITIONING OF THESE DEVICES SHALL BE APPROVED BY THE
ENGINEER TO ENSURE THAT THE MOTORIST DOES NOT RECEIVE FALSE INFORMATION WHEN TWO OR MORE
TYPICALS AND /OR ROADWAY STANDARD DRAWINGS OVERLAP.
F) CONTRACTOR SHOULD BE AWARE THAT WHEN THE CONSTRUCTION AREA IS IN OR NEAR
A VERTICAL CREST OR HORIZONTAL CURVE, THE WORK AREA SHALL BE EXTENDED SO THAT LANE CLOSURE
BEGINS IN ADVANCE OF THE CURVE AND MINIMUM STOPPING SIGHT DISTANCE IS MET.
G) OFF -DUTY POLICE OFFICERS MAY BE REQUIRED AS DIRECTED BY THE ENGINEER TO BE PRESENT FOR
CONTROLLING TRAFFIC DURING CONSTRUCTION HOURS.
H) THE CONTRACTOR SHALL MARK ALL HAZARDS WITHIN THE LIMITS OF THE PROJECT WITH WELL- MAINTAINED
SIGNS, BARRICADES, WARNING AND /OR CHANNELIZING DEVICES. ON CONNECTING ROADS, ALL BARRICADES,
SIGNS, WARNING, AND /OR CHANNELIZING DEVICES SHALL BE MOVED, SUPPLEMENTED, CHANGED, OR REMOVED
AS REQUIRED DURING THE PROGRESS OF CONSTRUCTION AS APPROVED BY THE ENGINEER.
1) WORK ON THE PROJECT OR ANY SEPARATE ACTIVITY THEREIN SHALL NOT START UNTIL ALL OF THE
REQUIRED SIGNS, BARRICADES, WARNING, AND /OR CHANNELIZING DEVICES ARE INSTALLED AND APPROVED BY
THE ENGINEER.
J) THE CONTRACTOR SHALL CONTACT GUS JORDI, IMPLEMENTATION SECTION MANAGER (704- 336 -7086) WITH
THE CITY OF CHARLOTTE DEPARTMENT OF TRANSPORTATION (CDOT) TWO WEEKS PRIOR TO BEGINNING ANY
WORK THAT WILL REQUIRE THE RELOCATION OR PLACEMENT OF SIGNS OR OTHER TRAFFIC CONTROL DEVICES
BY THE CITY.
K) THE CONTRACTOR MUST MAINTAIN DURING ALL PERIODS OF CONSTRUCTION ACTIVITY THE ABILITY TO FLAG
TRAFFIC USING QUALIFIED FLAGGERS WHEN NECESSARY OR REQUIRED
L) THE CONTRACTOR SHALL INSTALL TEMPORARY PAVEMENT MARKINGS AND ADDRESS CONFLICTING PAVEMENT
MARKINGS IN ACCORDANCE WITH SECTION 17 OF THE W.A.T.C.H. HANDBOOK OR AS DIRECTED BY THE
ENGINEER. THE CONTRACTOR SHALL MAINTAIN ANY EXISTING PAVEMENT MARKINGS UNLESS OTHERWISE
DIRECTED BY THE ENGINEER.
M) THE CONTRACTOR SHALL MAINTAIN TWO WAY TRAFFIC ON ALL PORTIONS OF THIS PROJECT UNLESS
OTHERWISE SPECIFIED IN THE PLANS, PROJECT NOTES, OR BY THE ENGINEER,
N) CONTRACTOR WILL BE REQUIRED TO PROVIDE PROPERTY OWNERS AND TENANTS ACCESS TO THEIR
PROPERTY THROUGHOUT THE PROJECT LIMITS, INCLUDING REASONABLE INGRESS AND EGRESS FOR
BUSINESSES. SPECIAL ATTENTION SHALL BE PAID TO FIRE HYDRANTS.
0) THE CONTRACTOR IS TO NOTIFY (BY MAIL) ALL PROPERTY OWNERS AND OCCUPANTS WHO HAVE DIRECT
ACCESS TO THE ROADWAY WITHIN THE PROJECT LIMITS A MINIMUM OF 5 AND A MAXIMUM OF 10 WORKING
DAYS PRIOR TO INSTALLING TRAFFIC CONTROL DEVICES IN FRONT OF THOSE PROPERTIES. NOTIFICATIONS
SHOULD INCLUDE CONTACT PERSONS NAME, TELEPHONE NUMBER, EMAIL ADDRESS, AND MAILING ADDRESS.
P) THE CONTRACTOR SHALL PATROL THE WORK SITE AT THE BEGINNING AND END OF EACH WORK DAY (AT A
MINIMUM) TO ENSURE THAT ALL TRAFFIC CONTROL DEVICES ARE IN PLACE AND FUNCTIONING PROPERLY.
CONTRACTOR SHALL ENSURE THAT ALL TRAFFIC CONTROL DEVICES ARE IN PLACE AND FUNCTIONING AT ALL
TIMES DURING PERIODS OF CONSTRUCTION INACTIVITY.
Q) DURING PERIODS OF INACTIVITY OR AT NIGHT, EQUIPMENT SHALL NOT BE PARKED IN SUCH A MANNER AS
TO BLOCK SIDEWALKS, TRAFFIC CONTROL DEVICES, OR THE MOTORISTS' VIEW OF TRAFFIC. EQUIPMENT SHALL
BE AT LEAST 10 FEET AWAY FROM THE TRAVEL LANE.
R) WHENEVER TRAFFIC MUST BE ROUTED ACROSS THE CENTERLINE DURING CONSTRUCTION ACTIVITY, THE TWO
OPPOSING DIRECTIONS MUST BE PHYSICALLY SEPARATED. TRAFFIC CONES CAN BE USED FOR THIS PURPOSE
DURING DAYLIGHT HOURS; REFLECTORIZED CONES OR DRUMS MUST BE USED AT NIGHT. TRAFFIC SHALL NOT
BE ROUTED ACROSS THE CENTERLINE DURING CONSTRUCTION INACTIVITY UNLESS PAVEMENT MARKING
CONFLICTS ARE APPROPRIATELY ADDRESSED AND AGREEMENT ON REMOVAL OR NOT IS WORKED OUT WITH
THE ENGINEER IN ACCORDANCE WITH SECTION 16 OF THE W.A.T.C.H. HANDBOOK. IF THE ENGINEER APPROVES
TRAFFIC TO CROSS THE CENTER LINE DURING CONSTRUCTION INACTIVITY, ONLY REFLECTORIZED DRUMS MUST
BE USED.
S) THE CITY ENGINEER OR DIRECTOR OF THE CHARLOTTE DEPARTMENT OF TRANSPORTATION OR THEIR
APPOINTED REPRESENTATIVES ARE AUTHORIZED TO STOP ANY WORK WITHIN PUBLIC RIGHT OF WAY THAT
DOES NOT FOLLOW THIS TRAFFIC CONTROL PLAN OR REQUIREMENTS OF THE W.A.T.C.H. AND THE M.U.T.C.D.
UNTIL SUCH REQUIREMENTS ARE MET.
T) ADJACENT LANES TO CONSTRUCTION ZONES MAY REMAIN OPEN IF LATERAL CLEARANCE BETWEEN EDGE OF
TRAVEL LANE AND EQUIPMENT IS EQUAL TO OR GREATER THAN 2 FEET (INCLUDING WIDTH OF DRUM). IF A
DROPOFF EXISTS WITHIN THE WORK ZONE, CONTRACTOR SHOULD FOLLOW SECTION 10 OF THE W.A.T.C.H.
MANUAL PERTAINING TO ADJACENT LANE CLOSURES DUE TO DROPOFFS.
U) THE CONTRACTOR SHALL FOLLOW THE PHASING AS DESCRIBED HEREIN. THE CONTRACTOR SHALL
COMPLETE THE REQUIREMENTS OF EACH CONSTRUCTION PHASE IN SEQUENCE. WHEN A CONSTRUCTION PHASE
IS DIVIDED INTO STEPS, THE CONTRACTOR SHALL COMPLETE THE REQUIREMENTS OF EACH STEP IN SEQUENCE.
(EXAMPLE: THE REQUIREMENTS OF PHASE I SHALL BE COMPLETED BEFORE PROCEEDING TO PHASE 11; THE
REQUIREMENTS OF STEP 1 OF PHASE I SHALL BE COMPLETED BEFORE PROCEEDING TO STEP 2 OF PHASE 1).
ALL WORK DESCRIBED IN THE PROJECT PHASING SHALL BE PERFORMED BY THE CONTRACTOR, EXCEPT WHERE
IT IS SPECIFIED FOR CERTAIN WORK TO BE PERFORMED BY OTHERS.
V) THE CONTRACTOR SHALL NOT BE ALLOWED TO STOP TRAFFIC FOR MORE THAN 5 MINUTES AT A TIME IN
ANY ONE DIRECTION.
W) CONTRACTOR SHALL NOT BE ALLOWED TO WORK ON BOTH SIDES OF THE ROAD SIMULTANEOUSLY WITHIN
THE SAME AREA EXCEPT WHERE THE ROADWAY IS DIVIDED BY A RAISED MEDIAN. IT WILL BE ACCEPTABLE TO
CONSTRUCT BORE PITS ON EACH SIDE OF A ROADWAY FOR BORING UTILITIES UNDER THE ROADWAY UNLESS
SUPERSEDED BY ENGINEER TO COMPLY WITH PEDESTRIAN REQUIREMENTS OR LATERAL CLEARANCE FROM
TRAVEL LANES.
X) THE CONTRACTOR SHALL PAY SPECIAL ATTENTION TO SECTION VII (PEDESTRIAN CONSIDERATIONS) OF THE
W.A.T.C.H. MANUAL
PROJECT NOTES
1. CONTRACTOR SHALL PROVIDE AND INSTALL ALL FINAL PAVEMENT MARKINGS. CDOT SHALL PROVIDE AND
INSTALL ALL FINAL SIGNAGE.
2. CONTRACTOR SHALL ONLY WORK ON ONE CORNER OF AN INTERSECTION AT A TIME.
3. DURING THE HOURS OF 7:00 AM -9:00 AM AND 4:30 PM -6:30 PM MONDAY THRU FRIDAY CONSTRUCTION
OR MAINTENANCE WORK WHICH INVOLVES CLOSURE OF A TRAVEL LANE WILL NOT BE ALLOWED ON
THOROUGHFARE STREETS EXCEPT FOR EMERGENCY SITUATIONS OR WITH APPROVAL FROM CDOT. SEE PHASE
2D FOR AN EXCEPTION TO THIS RULE.
4. THE CONTRACTOR SHALL LIMIT CONSTRUCTION TO ONE STREET AT A TIME, UNLESS OTHERWISE
INSTRUCTED BY THE ENGINEER. THE CONTRACTOR SHALL LIMIT CONSTRUCTION TO ONE BLOCK EACH DAY IN
ORDER TO DECREASE THE AMOUNT OF BACKFILL.
6. CONTRACTOR SHALL REPLACE ALL PAVEMENT MARKINGS THAT ARE DAMAGED DURING CONSTRUCTION, SEE
SHEET SP1.
5. INTERMEDIATE CONTRACT PERIOD (AS INDICATED ON SHEETS TCP2 -TCP6 AND SHOWN BELOW) IS THE TOTAL
PERMITTED CLOSURE DURATION FOR CONSECUTIVE WORK DAYS. CONTRACTOR MUST BEGIN AND COMPLETE ALL
WORK REQUIRING LANE CLOSURE (INCLUDING SEWER, STORM DRAIN, ETC.) WITH THE CONTRACT PERIOD
SPECIFIED.
INTERMEDIATE CONTRACT PERIODS:
LOCATION CONTRACT PERIOD
200 & 120 N. SHARON AMITY RD 14 DAYS
4527 GAYNOR ROAD 14 DAYS
4811 & 4819 GAYNOR RD 14 DAYS
537 & 531 MERWICK CR. 7 DAYS (NO WORK BEFORE 9 AM)
859 & 865 LINDA LN. 7 DAYS
800 & 808 QUEEN CHARLOTTE CT. 7 DAYS
426 & 420 CHILLINGWORTH LN. 7 DAYS
LIQUIDATED DAMAGES WILL BE ASSESSED AT THE RATE OF $750 /DAY FOR FAILURE TO COMPLETE THE WORK
WITHIN THE CONTRACT PERIOD LISTED ABOVE.
CONSTRUCTION PHASING
PHASE 1
1. CONSTRUCT IMPROVEMENTS ALONG CHANNEL FROM STA. 6 +00 TO DOWNSTREAM END OF THE HUNTER
CULVERT. SEE SHEET 6.
PHASE 2A - HUNTER CULVERT
2. INSTALL TRAFFIC CONTROL DEVICES AS SHOWN ON SHEET TCP2 (PHASE 2A). CONSTRUCT BOX
CULVERT FROM HW Al TO STA. 7 +00. SEE SHEET 6.
3. WITH ONE LANE CLOSED PER SHEET TCP2 (PHASE 2A), CONSTRUCT HW Al AND IMPROVEMENTS ALONG
THE EAST SIDE OF HUNTER LANE, UP TO WONDERWOOD DRIVE (LINE FF). SEE SHEETS 6 & 26.
PHASE 213 - HUNTER CULVERT
4. INSTALL TRAFFIC CONTROL DEVICES AS SHOWN ON SHEET TCP2 (PHASE 2B).
5. REPLACE SSMH 1, CONSTRUCT SSMH 17, AND INSTALL NEW SANITARY SEWER. SEE SHEET U5.
6. RELOCATE EXISTING 2" WATER LINE. SEE SHEET U6.
7. CONSTRUCT REMAINDER OF PROP. HUNTER BOX CULVERT (FROM STA. 7 +00 TO HW A2).
CONSTRUCT HW A2.
8. INSTALL NEW SANITARY SEWER FROM SSMH 1 TO SSMH 2. SEE SHEET U1.
PHASE 3 - LINE "A"
9. INSTALL REMAINING SANITARY SEWER IMPROVEMENTS UP TO SSMH 5. SEE SHEETS U1 AND U2.
10. CONSTRUCT IMPROVEMENTS ALONG CHANNEL FROM UPSTREAM HW (A2) TO STA. 7 +90. SEE SHEET 6.
11. CONSTRUCT PROP. BOX CULVERT FROM HW A3 TO STA. 13 +00. SEE SHEET 7.
PHASE 4 - LINE "A"
12. CLOSE CHILLINGWORTH LANE FOR THE INSTALLATION OF THE PROP. BOX CULVERT AND CATCH BASINS.
UTILIZE TRAFFIC CONTROL DEVICES PER W.A.T.C.H. DIAGRAM #26 (DETOUR PLAN FOR CLOSED ROAD).
13. CONSTRUCT BOX CULVERT (LINE "A ") FROM STA. 13 +00 TO STA. 13 +50, AND INSTALL CATCH BASINS
A4 AND A5. SEE SHEET 7.
14. CONSTRUCT SANITARY SEWER IMPROVEMENTS FROM SSMH 5 TO SSMH 6 AND SSMH 7. SEE SHEET U2.
PHASE 5 - LINE "A"
15. CONSTRUCT PROP. IMPROVEMENTS ALONG CHILLINGWORTH LANE AND GAYNOR ROAD.
SEE SHEETS 7, 8, & 9. ALSO, SEE SHEETS U2, U3, AND U6. UTILIZE TRAFFIC CONTROL DEVICES PER
THE APPROPRIATE W.A.T.C.H. DIAGRAM. PHASED ROAD CLOSURES WILL BE REQUIRED ALONG GAYNOR ROAD.
CULVERT INSTALLATION WILL PROGRESS (DOWNSTREAM TO UPSTREAM) IN SECTONS SHORT ENOUGH TO
ALLOW ACCESS TO DRIVEWAYS FROM AT LEAST ONE END OF THE ROAD CLOSURE. CONTRACTOR TO COORDINATE
WITH HOMEOWNERS.
PHASE 6 - LINE "B"
16. CONSTRUCT PROP. IMPROVEMENTS ALONG CHILLINGWORTH LANE, HARDWICK ROAD, AND HODGSON ROAD
UTILIZING THE APPROPRIATE TRAFFIC CONTROL W.A.T.C.H. DIAGRAM. SEE SHEETS 15, 16, 17, & 18.
PHASE 7 - LINE "A"
17. CONSTRUCT IMPROVEMENTS ALONG CHANNEL FROM 27 +00 TO 29 +50. SEE SHEET 10.
PHASE 8 - LINE "B"
18. CONSTRUCT LINE "B" AND OTHER PROP. IMPROVEMENTS ALONG GAYNOR ROAD UP TO STA. 21+00.
(INCLUDING SIDEWALK EXTENSION ALONG GAYNOR AND LINE "BB ". SEE SHEETS 18 AND 27.
CONSTRUCTION PHASING (CONTINUED)
PHASE 9 - LINE "B"
19. INSTALL TRAFFIC CONTROL DEVICES AS SHOWN ON SHEET TCP3.
20. CONSTRUCT IMPROVEMENTS BETWEEN GAYNOR ROAD AND SHARON AMITY ROAD (LINE "B ") FROM
STA. 21 +00 TO STA. 26 +72. SEE SHEET 20. ALSO SEE SHEET U6.
PHASE 10 - LINE "B"
21. INSTALL TRAFFIC CONTROL DEVICES AND DETOUR PLAN AS SHOWN ON TCP4 AND TCPS.
22. REMOVE EXISTING CONCRETE MEDIAN ON SHARON AMITY ROAD.
23. CONSTRUCT IMPROVEMENTS ALONG SOUTH SIDE OF SHARON AMITY ROAD, AND INSTALL BOX CULVERT
ACROSS SHARON AMITY RD (LINE "B" UP TO STA. 28 +00). SEE SHEET 20.
PHASE 11 - LINE "B"
24. INSTALL CB E1, JB E2, JB E3, AND CONSTRUCT PROP. 18" RCP (LINE "E ") PER WATCH MANUAL.
25. INSTALL 18" RCP (LINE "F "), INSTALL CB F1, AND DCB F2 PER WATCH MANUAL. SEE SHEET 20.
26. RECONSTRUCT CONCRETE MEDIAN ON SHARON AMITY ROAD. NEW MEDIAN SHALL BE OF SIMILAR SIZE AND
MATERIAL AS THE PRE - CONSTRUCTION MEDIAN.
PHASE 12 - LINE "B"
27. CONSTRUCT IMPROVEMENTS ALONG COLWICK ROAD AS SHOWN ON SHEETS 20 AND 21 UTILIZING TRAFFIC
CONTROL DEVICES PER W.A.T.C.H. DIAGRAM 6.
PHASE 13 - LINE "G"
28. INSTALL HW G1, DI G2, AND 42" RCP (LINE "G ") UP TO STA. 2 +25. SEE SHEET 23.
29. INSTALL REMAINDER OF 42" RCP (LINE "G ") AND CB G3 UTILIZING TRAFFIC CONTROL DEVICES (ALONG
MERWICK CIRCLE) PER W.A.T.C.H. DIAGRAMS 2, 3, 4, AND 6.
PHASE 14 - LINE "G"
30. CONSTRUCT IMPROVEMENTS ALONG BARWICK ROAD UTILIZING TRAFFIC CONTROL DEVICES PER THE
APPROPRIATE W.A.T.C.H. DIAGRAM. SEE SHEETS 23 AND 24.
PHASE 15 - LINE "A"
31. CONSTRUCT IMPROVEMENTS ALONG CHANNEL FROM STA. 45 +70 TO HW All SEE SHEET 13.
PHASE 16 - LINE "A"
32.
CONSTRUCT
HW All AND PROP. 54" RCP (LINE "A ") UP
TO STA. 47 +94. SEE SHEET 13.
33.
INSTALL CB
Al2, A13, A14, AND PROP. STORM DRAIN UP
TO STA. 48 +19, UTILIZING TRAFFIC CONTROL
DEVICES PER
THE APPROPRIATE W.A.T.C.H. DIAGRAM. SEE
SHEET 13.
34.
CONSTRUCT
IMPROVEMENTS ALONG LINDA LANE (LINE "T"
AND LINE "U ") UTILIZING TRAFFIC CONTROL
t�
DEVICES PER
THE APPROPRIATE W.A.T.C.H. DIAGRAM. SEE
SHEETS 13 AND 25.
35.
REPLACE EXISTING
SANITARY SEWER BENEATH LINDA LANE
UTILIZING TRAFFIC CONTROL DEVICES PER THE
APPROPRIATE
W.A.T.C.H. DIAGRAM. SEE SHEETS 13 & 25.
GNU I �U
PHASE 17 -
LINE "A"
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36.
CONSTRUCT
REMAINDER OF LINE "A" IMPROVEMENTS UP TO STA. 51+78. SEE SHEETS 14 & 15.
PHASE 18 - LINE "A"
37. CONSTRUCT REMAINDER OF LINE "A" IMPROVEMENTS UP TO DI A22 (STA. 53 +05.85) UTILIZING TRAFFIC
CONTROL DEVICES PER THE APPROPRIATE W.A.T.C.H. DIAGRAM. SEE SHEETS 14 AND U6.
PHASE 19 - LINE "ZZ"
38 CONSTRUCT LINE "ZZ" IMPROVEMENTS AT WHITBY LANE UTILIZING TRAFFIC
CONTROL DEVICES PER THE APPROPRIATE W.A.T.C.H. DIAGRAM. SEE SHEET 11.
TRAVELWAY
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GENERAL NOTES:
1. REFER TO SHEET TCP -1 FOR GENERAL NOTES, PROJECT
NOTES, AND CONSTRUCTION PHASING FOR THIS PROJECT.
2. TEMPORARY CONCRETE BARRIERS SHALL BE INSTALLED
WHEN TRENCH CANNOT BE BACKFILLED.
3. DROP OFF PROTECTION FENCING SHALL BE PLACED
AROUND OPEN TRENCH.
4. WORK ON RESIDENTIAL STREETS SHALL NOT OCCUR
BEFORE 9 AM OR AFTER 4 PM UNLESS APPROVED BY
ENGINEER.
5. DURING CONSTRUCTION INACTIVITY, TWO -WAY TRAFFIC
MUST BE MAINTAINED.
6. THE CONTRACTOR SHALL COORDINATE DRIVEWAY
ACCESS WITH EACH PROPERTY OWNER AS CONSTRUCTION
PROGRESSES.
7. THE MUTCD SIGN IDENTIFICATION CODE IS PROVIDED IN
PARENTHESIS.
LEGEND:
SIGN
I—I TYPE III BARRICADE(S)
® CONSTRUCTION AREA
LEGEND:
0-71 FLAGGER
0 DRUMS
PERMANENT SIGN
_ZT PORTABLE SIGN
I—I TYPE III BARRICADES)
o ARROW PANEL
CREEK
EXIST. STORM DRAIN
PROP. STORM DRAIN
® CONSTRUCTION AREA
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C21 Ir
30" X 24"
(M4 -9R)
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PHASE 10
FULL ROAD CLOSURE OF SHARON AMITY & COLWICK ROAD
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600' 0 600' 1200'
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GENERAL NOTES:
1. REFER TO SHEET TCP -1 FOR GENERAL NOTES, PROJECT
NOTES, AND CONSTRUCTION PHASING FOR THIS PROJECT.
2. TEMPORARY CONCRETE BARRIERS SHALL BE INSTALLED
WHEN TRENCH CANNOT BE BACKFILLED.
3. DROP OFF PROTECTION FENCING SHALL BE PLACED
AROUND OPEN TRENCH.
4. WORK ON RESIDENTIAL STREETS SHALL NOT OCCUR
BEFORE 9 AM OR AFTER 4 PM UNLESS APPROVED BY
ENGINEER.
5. DURING CONSTRUCTION INACTIVITY, TWO -WAY TRAFFIC
MUST BE MAINTAINED.
6. THE CONTRACTOR SHALL COORDINATE DRIVEWAY
ACCESS WITH EACH PROPERTY OWNER AS CONSTRUCTION
PROGRESSES.
7. THE MUTCD SIGN IDENTIFICATION CODE IS PROVIDED IN
PARENTHESIS.
LEGEND:
SIGN
I—I TYPE III BARRICADES)
® CONSTRUCTION AREA
LEGEND:
0
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0
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PERMANENT SIGN
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CREEK
DOMINO'S
EXIST. STORM DRAIN
' ALKERS DRUG STORE
PROP. STORM DRAIN
®
CONSTRUCTION AREA
KRISPY KREME
DOMINO'S
COLWICK CLEANERS
THE PIZZA PEEL
THE MARKET PLACE
UNITARIAN CHURCH
THE MARKET PLACE
UNITARIAN CHURCH
JACK IN THE BOX
KOISHI
CHIC -FIL -A
BOJANGLES
CHIC -FIL -A
BOJANGLES
DOMINO'S
LKERS DRUG STO
KOISHI
JACK IN THE BOX
COLWICK CLEANERS
THE PIZZA PEEL
KRISPY KREME
ROAD CLOSED
TO
THRU TRAFFIC
C19
60" X 30"
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THE PIZZA PEEL DETOUR
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DOMINO'S C23
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THE MARKET PLACE
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36" X 36" �
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PHASE 10
FULL ROAD CLOSURE OF SHARON AMITY & COLWICK ROAD
(CONST. OF PROP. 3'x2' RCBC, J13 "1322 ", DCB "1323 ", AND CB "F1 ")
ROAD
CLOSED
AHEAD
C16
16 X 36
(W20 -3)
THE MARKET PLACE
UNITARIAN CHURCH
ROAD
CLOSED
C18
48" x 30
(R11 -2)
D
KRISPY KREME
THE PIZZA PEEL
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BOJANGLES
KOISHI
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C21
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(M4 -9L)
SEE TCP3 FOR ADDITIONAL
TRAFFIC CONTROL PHASES
IN THIS LOCATION
THE MARKET PLACE
UNITARIAN CHURCH
KRISPY KREME
THE PIZZA PEEL
COLWICK CLEANERS
DOMINO'S
ALKERS DRUG STOF
CHIC -FIL -A
BOJANGLES
KOISHI
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III BARRICADE
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THRU TRAFFIC
C19
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(R11 -4)
TYPE III BARRICADES
jr/K
ROAD
CLOSED
C18
48" x 30"
(R11 -2)
KOISHI
WE
SEE SHEET TCP4 FOR
OVERALL DETOUR PLAN
KOISHI
INTERMEDIATE
CONTRACT
KRISPY KREME
PHASE 10
THE PIZZA PEEL
KRISPY KREME
COLWICK CLEANERS
THE PIZZA PEEL
FRIDAY UNTIL 6
DOMINO'S
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' ALKERS DRUG STORE
V
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THE MARKET PLACE
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OVERALL DETOUR PLAN
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INTERMEDIATE
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PERIOD FOR
PHASE 10
CALENDAR DAYS
= FROM 6PM,
FRIDAY UNTIL 6
AM, MONDAY
E III BARRIC
ROAD CLOSED
TO
THRU TRAFFIC
C19
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300' 0 300' 600'
SCALE: 1 " = 300'
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