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C0.0
VICINITY MAP
1"=1000'
PROPOSED USE:
PROJECT:
SITE DATA
ENGINEER:
TOTAL SITE AREA:
PROPERTY LOCATION:
DEVELOPER:
RESIDENTIAL
BLUE BAY TOWNHOMES
JOHN WALL, PE
PHONE: 910-746-1174
WILMINGTON, NC 28403
430 EASTWOOD ROAD
TIMMONS GROUP
EMAIL: JOHN.WALL@TIMMONS.COM
D.R. HORTON
6752 PARKER FARM DRIVE, SUITE 210
5735 BLUE CLAY RD
WILMINGTON, NC 28403
GRAYSON MORGAN
CONSTRUCTION DRAWINGS
NEW HANOVER COUNTY, NORTH CAROLINA
49.38 ACRES
ZONING:RMF-L
EXISTING USE:VACANT
BLUE BAY TOWNHOMES
GAMORGAN@DRHORTON.COM
PHONE: 910-602-8215
1" = 1000'
OWNER:BLUE TANK LLC
24 BACKFIN PT
WILMINGTON, NC 28411
PID: R01100-008-010-000
263 TOWNHOUSE UNITS ACROSS 53 BUILDINGS
TYPE OF WORK:
(CONDITIONALLY REZONED WITH CASE
NUMBER Z23-12 ON 8/7/2023)
BLUE TANK LLC
24 BACKFIN PT
WILMINGTON, NC 28411
PID: R01100-008-010-000
D.B.6225, PG 1478
ZONING: I-1
AREA: 49.39 AC
CASTLE HAYNE, NEW HANOVER COUNTY, NC 28429
COUNTY AND AGENCY CONTACTS
NEW HANOVER COUNTY PLANNING
PLANNING AND LAND USE
230 GOVERNMENT CENTER DRIVE, SUITE 110
WILMINGTON, NC 28403
(910)798-7165
NEW HANOVER COUNTY ENGINEERING
230 GOVERNMENT CENTER DRIVE, SUITE 160
WILMINGTON, NC 28402 - 1810
(910)798-7139
NEW HANOVER COUNTY
SEDIMENT AND EROSION CONTROL
230 GOVERNMENT CENTER DRIVE, SUITE 160
WILMINGTON, NC 28403
(910)798-7432
CAPE FEAR PUBLIC UTILITY AUTHORITY
235 GOVERNMENT CENTER DRIVE
WILMINGTON, NC 28403
(910)332-6550
Sheet List Table
Sheet Number Sheet Title
C0.0 COVER SHEET
C1.0 ONSITE EXISTING CONDITIONS AND DEMOLITION PLAN
C1.1 OFFSITE EXISTING CONDITIONS AND DEMOLITION PLAN
C2.0 OVERALL SITE PLAN
C2.1 DETAILED SITE PLAN - SHEET 1 OF 3
C2.2 DETAILED SITE PLAN - SHEET 2 OF 3
C2.3 DETAILED SITE PLAN - SHEET 3 OF 3
C3.0 OVERALL UTILITY PLAN
C3.1 DETAILED UTILITY PLAN - SHEET 1 OF 3
C3.2 DETAILED UTILITY PLAN - SHEET 2 OF 3
C3.3 DETAILED UTILITY PLAN - SHEET 3 OF 3
C3.4 SANITARY SEWER SCHEDULE
C4.0 OVERALL GRADING PLAN
C4.1 DETAILED GRADING PLAN - SHEET 1 OF 3
C4.2 DETAILED GRADING PLAN - SHEET 2 OF 3
C4.3 DETAILED GRADING PLAN - SHEET 3 OF 3
C4.4 STORM SEWER SCHEDULE
C4.5 DETAILED PARKING LOT SPOT SHOT PLAN - SHEET 1 OF 3
C4.6 DETAILED PARKING LOT SPOT SHOT PLAN - SHEET 2 OF 3
C4.7 DETAILED PARKING LOT SPOT SHOT PLAN - SHEET 3 OF 3
C5.0 OVERALL STAGE I EROSION CONTROL PLAN
C5.1 DETAILED STAGE I EROSION CONTROL PLAN - SHEET 1 OF 3
C5.2 DETAILED STAGE I EROSION CONTROL PLAN - SHEET 2 OF 3
C5.3 DETAILED STAGE I EROSION CONTROL PLAN - SHEET 3 OF 3
C5.4 OVERALL STAGE II EROSION CONTROL PLAN
C5.5 DETAILED STAGE II EROSION CONTROL PLAN - SHEET 1 OF 3
C5.6 DETAILED STAGE II EROSION CONTROL PLAN - SHEET 2 OF 3
C5.7 DETAILED STAGE II EROSION CONTROL PLAN - SHEET 3 OF 3
C5.8 EROSION CONTROL NOTES AND DETAILS
C5.9 EROSION CONTROL NOTES AND DETAILS
C5.10 EROSION CONTROL NOTES AND DETAILS
C5.11 EROSION CONTROL NOTES AND DETAILS
C6.0 PRE-DEVELOPMENT HYDROLOGY PLAN
C6.1 POST-DEVELOPMENT HYDROLOGY PLAN
C6.2 MINOR HYDROLOGY PLAN - SHEET 1 OF 3
C6.3 MINOR HYDROLOGY PLAN - SHEET 2 OF 3
C6.4 MINOR HYDROLOGY PLAN - SHEET 3 OF 3
C6.5 BYPASS CULVERTS HYDROLOGY PLAN
C7.0 ROAD A PLAN & PROFILE - STA. 10+00 TO STA. 21+25
C7.1 ROAD A PLAN & PROFILE - STA. 21+25 TO STA. 32+92.78
C7.2 ROAD B PLAN AND PROFILE
C7.3 ROAD C & D PLAN AND PROFILE
C7.4 ROAD E PLAN AND PROFILE
C7.5 ROAD F PLAN AND PROFILE - STATION 9+00 TO 22+00
C7.6 ROAD F PLAN AND PROFILE - STATION 21+50 TO 30+25
C7.7 ROAD G & H PLAN AND PROFILE
C8.0 SCM 1 PLAN & PROFILE
C8.1 SCM 2 PLAN & PROFILE
C8.2 SCM 3 PLAN & PROFILE
C8.3 SCM 4 PLAN & PROFILE
C8.4 SCM 5 PLAN & PROFILE
C8.5 SCM NOTES AND DETAILS
C9.0 STORM SEWER OUTFALL PROFILES - SHEET 1 OF 4
C9.1 STORM SEWER OUTFALL PROFILES - SHEET 2 OF 4
C9.2 STORM SEWER OUTFALL PROFILES - SHEET 3 OF 4
C9.3 STORM SEWER OUTFALL PROFILES - SHEET 4 OF 4
C10.0 OVERALL TREE MITIGATION PLAN
C10.1 DETAILED TREE MITIGATION PLAN - SHEET 1 OF 3
C10.2 DETAILED TREE MITIGATION PLAN - SHEET 2 OF 3
C10.3 DETAILED TREE MITIGATION PLAN - SHEET 3 OF 3
C10.4 DETAILED OFFSITE TREE MITIGATION PLAN - SHEET 1 OF 3
C10.5 DETAILED OFFSITE TREE MITIGATION PLAN - SHEET 2 OF 3
C10.6 DETAILED OFFSITE TREE MITIGATION PLAN - SHEET 3 OF 3
C10.7 TREE REMOVAL AND MITIGATION TABLES
C10.8 TREE REMOVAL AND MITIGATION TABLES
C11.0 SITE NOTES AND DETAILS
C11.1 SITE NOTES AND DETAILS
C11.2 UTILITY NOTES AND DETAILS
C11.3 UTILITY NOTES AND DETAILS
C11.4 UTILITY NOTES AND DETAILS
C11.5 UTILITY NOTES AND DETAILS
C11.6 STORM SEWER NOTES AND DETAILS
C11.7 STORM SEWER NOTES AND DETAILS
C11.8 STORM SEWER NOTES AND DETAILS
C11.9 STORM SEWER NOTES AND DETAILS
C11.10 STORM SEWER NOTES AND DETAILS
PS1.0 OVERALL SITE LAYOUT
PS1.1 PUMP STATION OVERALL PLAN VIEW
PS1.2 PUMP STATION PLAN AND SECTIONS
PS1.3 INITIAL DESIGN PUMP STATION CALCULATIONS
PS1.4 INITIAL DESIGN PUMP STATION CALCULATIONS
PS1.5 FORCEMAIN PLAN AND PROFILE
PS1.6 FORCEMAIN PLAN AND PROFILE
PS1.7 FORCEMAIN PLAN AND PROFILE
PS1.8 FORCEMAIN PLAN AND PROFILE
PS1.9 FORCEMAIN PLAN AND PROFILE
PS1.10 DETAILS
PS1.11 DETAILS
PS1.12 DETAILS
PS1.13 DETAILS
Property Owner Plan Certification
I (We) hereby certify that I (we) am (are) the current owner of the property and that upon
receipt of the Stormwater Permit, any clearing, grading, construction, or development, will be
performed in accordance with the plan and that the applicable ordinances and rules of New
Hanover County, the State of North Carolina and the Federal Government and its agencies
which are hereby made part of this plan. As the owner, I (we) accept full responsibility for the
construction and operation and maintenance of the proposed facilities. I (We) will not attempt
to transfer this responsibility without the written authorization of New Hanover County.
Signature:
Printed Name and Title:
Date:
Designer's Plan Certification
I hereby certify that this plan has been prepared in accordance with the latest New Hanover
County Ordinances and Stormwater Design Manual.
Signature:
Printed Name and Title:
Date:
Registration Number:
18" RCP
INV=23.73
INV=22.86
INV=25.78
INV=25.72
18
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INV=21.98
INV=22.43
INV=19.55
INV=20.21
INV=23.98
INV=23.97
INV=24.90
INV=24.90
18"
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INV=22.63
INV=22.63
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INV=22.38
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PARCEL ID: R01100-008-011-002
DB 6225 PG 1482
23.03 AC
ZONING: I-1
USA
PARCEL ID: R01100-008-010-001
DB 1350 PG 0158
13.35 AC
ZONING: I-1
SHEPARD MICHAEL R
PARCEL ID: R01100-008-009-000
DB 5348 PG 1419
5.65 AC
ZONING: R-15
HADGRAFT ROGER S LISA M
PARCEL ID: R01100-008-008-000
DB 4975 PG 841
6.02 AC
ZONING: R-15
CAPE FEAR CASH OFFER LLC
PARCEL ID: R01116-001-002-000
DB 6646 PG 528
0.42 AC
ZONING: R-15
STEWART RANDY C
PARCEL ID: R01116-001-003-000
DB 5910 PG 0260
0.35 AC
ZONING: R-15
DEAL MARK A
PARCEL ID: R01116-001-004-000
DB 5718 PG 2861
0.36 AC
ZONING: R-15
POPE META MARIE
PARCEL ID: R01116-002-001-000
DB 9910 PG 2908
0.34 AC
ZONING: R-15
MURRELL CANDACE
PARCEL ID: R01116-002-002-000
DB 6489 PG 771
0.34 AC
ZONING: R-15
MURRELL CANDACE
PARCEL ID: R01213-003-001-000
DB 6489 PG 771
0.34 AC
ZONING: R-15
GRIZZLE GEORGE D
PARCEL ID: R01213-003-002-000
DB 9918 PG E1463
0.37 AC
ZONING: R-15
GRIZZLE GEORGE D
PARCEL ID: R01213-003-003-000
DB 9914 PG E976
0.33 AC
ZONING: R-15
DIXON EBBO B HEIRS
PARCEL ID: R01213-003-004-000
DB 9905 PG 0219
0.35 AC
ZONING: R-15
CROUSE NORMA JEAN
PARCEL ID: R01213-003-005-000
DB 9909 PG 0516
0.32 AC
ZONING: R-15
DIAZ HUGO C ETAL
PARCEL ID: R01213-003-006-000
DB 6674 PG 2692
0.36 AC
ZONING: R-15
AXTELL MICHAEL C MARY L
PARCEL ID: R01213-003-007-000
DB 6225 PG 477
0.34 AC
ZONING: R-15
JIMENEZ HERNANDEZ HUGO A ETUX
PARCEL ID: R01213-003-008-000
DB 6225 PG 477
0.35 AC
ZONING: R-15
MAZARIEGOS-PEREZ ENWELVER ETUX
PARCEL ID: R01213-003-009-000
DB 6019 PG 2554
0.40 AC
ZONING: R-15
MILLIS DONALD GLENDON
PARCEL ID: R01213-004-002-000
DB 2620 PG 1002
0.49 AC
ZONING: R-15
RUIZ LUZ
PARCEL ID: R01213-004-003-000
DB 5743 PG 0789
0.37 AC
ZONING: R-15
RUIZ LUZ
PARCEL ID: R01213-004-004-000
DB 5743 PG 0789
0.36 AC
ZONING: R-15
JENKINS RUTH M
PARCEL ID: R01217-001-001-000
DB 6458 PG 2231
0.34 AC
ZONING: R-15
MEARES DEWEY EUGENE ETAL
PARCEL ID: R01120-001-001-000
DB 5355 PG 373
0.39 AC
ZONING: R-15
TODD THOMAS L JR
PARCEL ID: R01120-001-002-000
DB 1399 PG 1477
0.39 AC
ZONING: R-15
BLUE TANK LLC
PARCEL ID: R01100-008-010-000
DB 6225 PG 1478
49.38 AC
ZONING: I-1 (CONDITIONALLY REZONED TO RMF-L)
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MATCHLINE C1.0
MATCHLINE C1.1
N84°02'39"E
1584.35'
N23°42'09"E
198.64'
N12°19'51"W
1255.63'
S77°17'11"W
1206.17'
S22°56'21"E
200.00'
S12°30'51"E
200.05'
S2°03'51"E
200.00'
S8°22'09"W
200.02'
S18°47'09"W
200.00'
S29°12'09"W
199.95'
S40°07'09"W
199.94'
S47°56'09"W
123.24'
S10°37'51"E
183.60'
N: 220024.31
E: 2342051.48
N: 219859.92
E: 2340475.68
N: 220040.37
E: 2340441.81
N: 221416.95
E: 2340724.72
N: 221682.40
E: 2341901.31
N: 220455.74
E: 2342169.45ALL EXISTING VEGETATION WITHIN DEVELOPMENT AREA
SHALL BE REMOVED OTHER THAN DOCUMENTED/SIGNIFICANT/SPECIMEN
TREES TO BE RETAINED. SEE C10.0 SERIES FOR DETAILS REGARDING
EXISTING DOCUMENTED TREES THAT SHALL BE REMOVED OR RETAINED.
ALL EXISTING VEGETATION WITHIN DEVELOPMENT AREA
SHALL BE REMOVED OTHER THAN DOCUMENTED/SIGNIFICANT/SPECIMEN
TREES TO BE RETAINED. SEE C10.0 SERIES FOR DETAILS REGARDING
EXISTING DOCUMENTED TREES THAT SHALL BE REMOVED OR RETAINED.
EXISTING CULVERT SHALL BE REMOVED
AND REPLACED. SEE SHEET C4.1.
BERWICK DRIVE
KERRY DR
I
V
E
N3°54'51"W
108.49'
N13°28'09"E
97.05'
APPROXIMATE LOCATION
OF EXISTING 8" WATER LINE
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LIMITS OF TOPOGRAPHIC SURVEY LINE.
TOPOGRAPHIC INFORMATION OUTSIDE OF
THIS LINE IS SOLELY FROM COUNTY GIS
AND IS ONLY PROVIDED FOR GENERAL
OFFSITE DRAINAGE PATTERNS.
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EXISTING POWER POLE TO BE RELOCATED.
CONTRACTOR SHALL COORDINATE WITH
DUKE ENERGY ON LOCATION
EXISTING COMMUNICATIONS PEDESTAL
TO BE RELOCATED
SPRINKLER VALVE
HVAC - HEATING, VENTILATION ANDAIR CONDITIONING
LEGEND
GAS VALVE
FENCE
EDGE OF TREELINE
PAINTED WATER LINE
PAINTED TELEPHONE LINE
GUY
CABLE TV PEDESTAL
CMF - CONCRETE MONUMENT
IPS - IRON PIPE SET
IRF - IRON ROD FOUND
IPF - IRON PIPE FOUND
TELEPHONE PEDESTAL
FIRE HYDRANT
LIGHT POLE
POWER POLE
ELECTRIC BOX
PG - PAGE
SF - SQUARE FEET
GV - GAS VALVE
YI - YARD INLET
GI - GRATE INLET
CB - CATCH BASIN
NTS - NOT TO SCALE
R / W - RIGHT-OF-WAY
C / L - CENTERLINE
P / L - PROPERTY LINE
CI - CURB INLET
PB - PLAT BOOK
DB - DEED BOOK
EP - EDGE OF PAVING
X X
OHP
W
UGT
CMP - CORRUGATED METAL PIPE
VCP - VITRIFIED CLAY PIPE
RCP - REINFORCED CONCRETE PIPE
HDPE - HIGH DENSITY POLYETHYLENE PIPE
SPRINKLER HEAD
SIGN
TBC - TOP BACK OF CURB
FLAG POLE
GROUND LAMP
STORM LINE
SANITARY LINESAN
OVERHEAD POWER LINE
DIP - DUCTILE IRON PIPE
MH TELEPHONE
MH SANITARY
MH DRAINAGE
BOLLARD
SPRINKLER BOX
WATER VALVE
FUEL LID
CLEAN OUT
WATER METER
ELECTRIC METER
MH WATER
YARD LIGHT
S
W
D
E
T
C
MH ELECTRIC
PAINTED POWER LINEUGP
PAINTED GAS LINEG
ROOF DRAIN
AC UNIT
MAILBOX
DEED LINE
LINE NOT SURVEYED
BOREHOLE
BACKFLOW PREVENTERBFP
WATER VAULTVW
TELEPHONE VAULT
WELLW
MONITORING WELL
LSA -LANDSCAPED AREA
MKF - FIBER OPTIC MARKER
SIGP - SIGNAL POLE
TRAFFIC CONTROL BOX
TVP - TELEVISION PEDESTAL
UTILITY VAULT
FES - FLARED END SECTION
MKG - GAS MARKER
PKF - P/K NAIL FOUND
WATER SPIGOT
RSF - RAILROAD SPIKE FOUND
CSF - COTTON SPINDLE FOUND
POWER VAULT
VU
GAS TEST LOCATION
WF - WETLAND FLAG
TREE
HANDICAP PARKING
STORM INLET
HC
PKS - P/K NAIL SET
AMF - ALUMINUM MONUMENT FOUND
SHRUB, BUSHOR SAPLING
CONC - CONCRETE
E
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JOB NO.
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SCALE 1"=100'
200'100'
DEMOLITION LEGEND
NOTES:
1.BOUNDARY AND TOPOGRAPHIC TAKEN FROM SURVEY BY PARAMOUNTE ENGINEERING,
INC., DATED AUGUST 23, 2023.
2.THE SUBJECT PROPERTY IS LOCATED IN ZONE X, AREAS DETERMINED TO BE OUTSIDE THE
0.2% ANNUAL CHANCE FLOODPLAIN, WITH FIRM MAP NUMBER 3720324200K AND AN
EFFECTIVE DATE OF FEBRUARY 16, 2007.
3.WETLANDS AND WATERS DELINIATION BY SEGI DATED MARCH 12, 2022 AND FIELD
LOCATED BY PARAMOUNTE ENGINEERING, INC., DATED AUGUST 23, 2023.
4.A CORPS OF ENGINEERS 401 PERMIT MUST BE OBTAINED FOR ANY WORK WITHIN THE
WETLANDS WHERE APPLICABLE, PRIOR TO THE START OF ANY WORK.
5.THERE ARE NO SURFACE WATERS, PROTECTED VEGETATED SETBACKS OR PROTECTED
RIPARIAN BUFFERS ON THE PROPERTY VIA SEGI CONFIRMATION.
1"=100'
DOCUMENTED TREE TO BE
REMOVEDX
NOTES:
1.CONTRACTOR TO OBTAIN, REFERENCE, AND UTILIZE ALL AVAILABLE ENVIRONMENTAL
REPORTS (PHASE 1 ESA, ASBESTOS, ETC.) FROM DEVELOPER.
2.CONTRACTOR SHALL APPLY FOR AND OBTAIN ALL NECESSARY PERMITS FROM LOCAL AND
STAT AUTHORITIES TO COMPLETE THE WORK.
3.CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST OSHA
STANDARDS FOR EXCAVATION AND TRENCHING PROCEDURES. CONTRACTOR SHALL USE
SUPPORT SYSTEMS, SLOPING, BENCHING, ETC. AS NECESSARY FOR THESE OPERATIONS.
4.INSTALL ALL EROSION AND SEDIMENT CONTROL DEVICES AND TREE PROTECTION PRIOR
TO BEGINNING DEMOLITION WORK.
5.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PRESERVE ALL EXISTING
PROPERTY MARKERS. IF DISTURBED, REPLACEMENT MUST BE BY A CERTIFIED LAND
SURVEYOR AT THE CONTRACTOR'S EXPENSE.
6.ASBESTOS OR HAZARDOUS MATERIAL, IF FOUND ON SITE, SHALL BE REMOVED BY A
LICENSED HAZARDOUS MATERIAL CONTRACTOR.
3.ALL WASTE MATERIAL GENERATED FROM CLEARING AND DEMOLITION ACTIVITIES SHALL
BE DISPOSED OF OFF-SITE IN ACCORDANCE WITH ALL APPLICABLE RULES AND
REGULATIONS BY THE CONTRACTOR
4.REMOVE/ DEMOLISH/ ABANDON AFTER EROSION CONTROL MEASURES ARE IN PLACE AN
APPROVAL OF THE INSPECTOR. REFER TO EROSION CONTROL PLAN.
5.REMOVE TOPSOIL AND STOCKPILE APPROPRIATELY ON-SITE.ON-SITE TEMPORARY
STOCKPILES SHALL BE LOCATED WITHIN CONSTRUCTION LIMITS.
6.DO NOT INTERRUPT EXISTING UTILITIES SERVICING FACILITIES OCCUPIED BY THE OWNER
OR OTHERS EXCEPT WHEN PERMITTED UNDER THE FOLLOWING CONDITIONS AND THEN
ONLY AFTER ARRANGING TO PROVIDE ACCEPTABLE TEMPORARY UTILITY SERVICES. (1)
NOTIFY OWNER NOT LESS THAN ONE WEEK IN ADVANCE OF PROPOSED UTILITY
INTERRUPTIONS. (2) DO NOT PROCEED WITH UTILITY INTERRUPTIONS WITHOUT RECEIVING
OWNER WRITTEN PERMISSION. (3) COORDINATE ALL UTILITY RELOCATION WITH
APPROPRIATE UTILITY PROVIDER
7.ALL PAVEMENT OR CONCRETE TO BE REMOVED SHALL BE SAW CUT TO PROVIDE A
STRAIGHT AND UNIFORM JOINT WITH NEW CONSTRUCTION. ANY EXISTING PAVEMENT,
SIDEWALK, CURB & GUTTER, ETC. THAT MUST BE REMOVED TO ALLOW NEW
CONSTRUCTION SHALL BE REMOVED TO ALLOW NEW CONSTRUCTION SHALL BE REMOVED
AND REPAIRED PER THE SPECIFICATIONS AND DETAILS OR TO MATCH EXISTING
CONDITIONS (WHETHER OR NOT SHOWN ON THE DRAWINGS TO BE REMOVED). UTILITY
INSTALLATIONS MAY UTILIZE OPEN CUT OF PAVEMENTS UNLESS INDICATED OTHERWISE.
TRENCH IN EXISTING ASPHALT SHALL BE PATCHED PER PAVEMENT REPAIR DETAIL.
8.SUBSURFACE FEATURES ARE SHOWN IN APPROXIMATE LOCATION. CONTRACTOR IS
RESPONSIBLE FOR SUBSURFACE UTILITY EXPLORATION TO DETERMINE UTILITY LOCATION
AND DEPTHS.
9.THE CONTRACTOR SHALL USE NC ONE CALL (811) TO LOCATE ALL UNDERGROUND
UTILITIES.
10.CONTRACTOR IS RESPONSIBLE FOR REMOVING OR ABANDONING ALL EXISTING UTILITIES
AND STRUCTURES REQUIRED TO COMPLETE SITE CONSTRUCTION, EITHER ONSITE OR IN
PUBLIC ROW, IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS.
11.WATER AND SEWER ABANDONMENT SHALL BE DONE IN ACCORDANCE WITH NEW
HANOVER COUNTY STANDARDS INCLUDING DISCONNECT FROM THE MAIN AND REMOVAL
OF SERVICES FROM THE RIGHT-OF-WAY.
12.ANY EXISTING UNIDENTIFIED SEPTIC SYSTEMS AND WELLS FOUND ON SITE AND FEDERAL
REGULATIONS AT NO CHARGE TO THE OWNER.
13.VERIFY ALL ILLUSTRATED KNOWN UNDERGROUND ELEMENTS. EXERCISE REASONABLE
EFFORTS TO PROTECT ANY UNKNOWN UNDERGROUND ELEMENTS. NOTIFY THE ENGINEER
IMMEDIATELY IF UNKNOWN ELEMENTS ARE DISCOVERED THAT WOULD NECESSITATE
MODIFICATION TO THE PROPOSED DESIGN.
14.REMOVE AND DISPOSE OF EXISTING UTILITIES, FOUNDATIONS AND UNSUITABLE MATERIAL
BENEATH AND FOR A DISTANCE OF 10 FEET BEYOND THE PROPOSED BUILDING
FOOTPRINT INCLUDING EXTERIOR COLUMNS.
15.CONTRACTOR SHALL COORDINATE ALL CONNECTIONS, RELOCATIONS, AND DEMOLITION
WORK WITH THE APPROPRIATE COMPANY OR JURISDICTION HAVING AUTHORITY AND
SHALL OBTAIN ANY PERMITS AS REQUIRED.
16.ALL WORK SHALL BE PREFORMED IN ACCORDANCE WITH APPLICABLE LOCAL, STATE, AND
OSHA REGULATIONS.
17.EXISTING MANHOLES, VALVE BOXES, VAULTS, CLEANOUTS, UTILITY POLES ETC. TO
REMAIN WITHIN THE GRADING LIMITS SHALL BE ADJUSTED AS NEEDED TO FUNCTION
PROPERLY WITH THE PROPOSED FINISHED GRADES ( WHETHER OR NOT INDICATED TO BE
MODIFIED).
18.CONTRACTOR SHALL NOTIFY APPROPRIATE DEPARTMENTS PRIOR TO BEGINNING ANY
WORK WITHIN PUBLIC RIGHT-OF-WAY.
19.ALL DISTANCES SHOWN ON SURVEY ARE HORIZONTAL GROUND DISTANCES UNLESS
OTHERWISE NOTED.
20.THIS SURVEY DOES NOT REPRESENT A TITLE SEARCH BY THIS FIRM.
21.BASIS OF BEARING SHOWN HEREON IS NC GRID NAD 83 (NSRS 207).
22.VERTICAL DATUM SHOWN HEREON IS NAVD88.
INV=21.32
INV=18.77
INV=18.75
DI
RIM=25.25
IN=23.44
OUT=22.92
INV=21.32
18" RCP
48"
C
P
P
INV=21.32
INV=24.44
INV=24.81
INV=24.94
18"
R
C
P
15"
R
C
P
INV=25.34
INV=25.40
18"
R
C
P
INV=25.67
INV=25.03 INV=25.06
INV=25.37
INV=25.05
DI
(CLOGGED)
RIM=27.33
BOTTOM=23.11
DI
RIM=27.72
IN=25.13
OUT=25.10
18"
R
C
P
18"
R
C
P
18"
R
C
P
18"
R
C
P
INV=24.79
INV=25.64
INV=25.58
INV=25.39
INV=25.16
18"
R
C
P
18"
R
C
P
18"
R
C
P
INV=24.71
INV=24.88
INV=24.73
INV=24.89
INV=24.68
INV=24.90
INV=23.98
18"
R
C
P
18"
R
C
P
INV=24.90
INV=24.90
18"
R
C
P
18"
R
C
P
18" CPP
W
W
W
W
W
W
W
W
W
W
W W W W W W W W
W
W
OHP
OHP OHP OHP OHP OHP OHP OHP
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
60' UTILITY AND ACCESS EASEMENT
M.B. 37, PG. 343 60' UTILITY AND ACCESS EASEMENT
M.B. 37, PG. 34330
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H
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8
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L
F
GLAZIER RD.
60' PUBLIC R/W
D.B. 984, PG. 224
BL
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C
L
A
Y
R
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S
.
R
.
1
3
1
8
60'
P
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L
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SHEPARD MICHAEL R
PARCEL ID: R01100-008-009-000
DB 5348 PG 1419
5.65 AC
ZONING: R-15
HADGRAFT ROGER S LISA M
PARCEL ID: R01100-008-008-000
DB 4975 PG 841
6.02 AC
ZONING: R-15
LEBLANC MICHELE
PARCEL ID: R01100-008-007-000
DB 5352 PG 549
6.04 AC
ZONING: R-15
DIAZ JUAN CECILIA
PARCEL ID: R01100-008-006-001
DB 6471 PG 2830
1.00 AC
ZONING: R-15
BORDEAUX RUSELL C SHANDA W
PARCEL ID: R01100-008-006-002
DB 6496 PG 2111
8.06 AC
ZONING: R-15
WILLIAM JAMES S JR GEORGIA W
PARCEL ID: R01100-008-005-000
DB 1415 PG 638
1.11 AC
ZONING: R-15
WILLIAM JAMES S JR GEORGIA W
PARCEL ID: R01100-008-004-000
DB 975 PG 919
6.51 AC
ZONING: R-15
COLEMAN MARTIN H
PARCEL ID: R01100-008-003-001
DB 6625 PG 2379
2.54 AC
ZONING: R-15
PAWS4PEOPLE INC
PARCEL ID: R01100-008-016-000
DB 6144 PG 1443
10.57 AC
ZONING: B-2
DB 6458 PG 2231
0.34 AC
ZONING: R-15
MEARES DEWEY EUGENE ETAL
PARCEL ID: R01120-001-001-000
DB 5355 PG 373
0.39 AC
ZONING: R-15
TODD THOMAS L JR
PARCEL ID: R01120-001-002-000
DB 1399 PG 1477
0.39 AC
ZONING: R-15
SIDBURY LAND & TIMBER LLC
PARCEL ID: R01200-002-004-000
DB 6063 PG 2533
1616.01 AC
ZONING: I-2
SHARPE JOHN ROYCE
PARCEL ID: R01120-002-001-000
DB 9912 PG 0213
0.81 AC
ZONING: R-15
THORPE WOODUS E JR
PARCEL ID: R01120-002-002-000
DB 9902 PG 1421
0.82 AC
ZONING: R-15
PARKER SHERRI P
PARCEL ID: R01120-002-006-000
DB 5501 PG 2989
0.48 AC
ZONING: R-15
COLE DIANE M
PARCEL ID: R01120-004-005-000
DB 6464 PG 2770
1.21 AC
ZONING: R-15
FRENSON DIANE MARIE
PARCEL ID: R01120-004-006-000
DB 1719 PG 0777
0.71 AC
ZONING: R-15
GRAHAM MERLE BRENDA T
PARCEL ID: R01120-004-007-000
DB 1289 PG 1003
0.73 AC
ZONING: R-15
FOGELMAN ANGELIA DAWN
PARCEL ID: R01120-004-008-000
DB 2659 PG 0615
0.72 AC
ZONING: R-15
POLIZZI LUCILLE D ETAL
PARCEL ID: R01120-004-009-000
DB 6488 PG 585
0.68 AC
ZONING: R-15
BRAUNFELD REINARIA
PARCEL ID: R01808-001-001-000
DB 5345 PG 413
0.73 AC
ZONING: R-15
PELMEAR ANGELA D ET VIR
PARCEL ID: R01808-001-002-000
DB 6588 PG 2065
0.71 AC
ZONING: R-15
WATKINS TONYA RENEE
PARCEL ID: R01800-002-039-000
DB 4741 PG 0191
1.14 AC
ZONING: R-15
FOXBOWER JERRY GRANT LINDA L
PARCEL ID: R01800-002-039-001
DB 0956 PG 0223
0.40 AC
ZONING: R-15
TUCKER TWILA T
PARCEL ID: R01800-002-040-000
DB 9910 PG 0118
0.46 AC
ZONING: R-15
JONES PAUL ETAL
PARCEL ID: R01800-002-041-000
DB 5802 PG 1309
0.59 AC
ZONING: R-15
GONZALEZ LUIZ F ETUX
PARCEL ID: R01800-002-042-000
DB 5736 PG 0431
0.46 AC
ZONING: R-15PENSCO TRUST CO CUSTODIAN
PARCEL ID: R01800-002-043-000
DB 5534 PG 2717
0.46 AC
ZONING: R-15
ESPINOSA MIGUEL A AMELIA H CHAVEZ
PARCEL ID: R01800-002-043-001
DB 6194 PG 2044
0.46 AC
ZONING: R-15
303
0
3030
30
30 3030
3
030303
0
3
0
3
0
303
0
25
202025
2
5
2
525
2
020
25
252
5
25
25
25
25
2525
25
25
25
25
2525
2525 25
25
2525
25
25
30
30
3030
2525
25
25
25
25
2525
30
3
0
3
0
3
0
3
0 30
MATCHLINE C1.0
MATCHLINE C1.1
S10°37'51"E
183.60'
N: 219859.92
E: 2340475.68
E: 2340441.81
LAMBS PATH WAY
SUNRAY ROAD
2
8
28
2
8 28
LIMITS OF TOPOGRAPHIC SURVEY LINE.
TOPOGRAPHIC INFORMATION OUTSIDE OF
THIS LINE IS SOLELY FROM COUNTY GIS
AND IS ONLY PROVIDED FOR GENERAL
OFFSITE DRAINAGE PATTERNS.
25
APPROXIMATE LOCATION
OF EXISTING 8" WATER LINE
EXISTING SANITARY MANHOLE
RIM ELEV = 26.20'
INV IN = 21.81'
INV OUT = 21.79'
EXISTING SANITARY MANHOLE
RIM ELEV = 26.66'
INV IN = 21.28'
INV OUT = 21.25'
28
27
27
2
8
30
26
2
2
2
5
28
28
28
2
8
2
6
2
7
3
0
28
2
8
30
28
27
28
25
28
27
26
27
28
2
6
28
25
28
28
28
2
7
27
2
6
28
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
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6/26/2024
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SCALE 1"=100'
200'100'
1"=100'
SCM 1
SCM 2
SCM 3
SCM 3
SCM 4
SCM 5
BLUE BAY ROAD
50' R/W (PRIVATE)
BL
U
E
B
A
Y
R
O
A
D
50
'
R
/
W
(
P
R
I
V
A
T
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)
BLUE LAGOON RUN
50' R/W (PRIVATE)
HARBOR MIST LANE
50' R/W (PRIVATE)
SA
N
D
Y
S
H
O
R
E
S
P
L
A
C
E
50
'
R
/
W
(
P
R
I
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A
T
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)
BAYVIEW ST
R
E
E
T
50' R/W (PRIVA
T
E
)
BLUE SHORE
S
D
R
I
V
E
50' R/W (PRIV
A
T
E
)
BAYVIEW ST
R
E
E
T
50' R/W (PRIVA
T
E
)
AQ
U
A
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A
R
I
N
E
W
A
Y
50
'
R
/
W
(
P
R
I
V
A
T
E
)
COVE LANDING LANE50' R/W (PRIVATE)
1'3'
31'
93
'
34'
99
'
20'
91
'
20'
20'
90
'
20'
20'
91
'
20'
34'
89
'
14'21'
35
'
94'35
'
91'
12
'
9'20
'
90'
20
'20
'
90'
35
'35
'
94'
35
'96'
35
'91'
20
'
20
'
90'
20
'
20
'
91'
35'
35
'96'
35'
90
'
35'
93
'
20'
91
'
20'
20'
93
'
20'
20'
97
'
20'
47'53
'
27
'
43'8'
35'
99
'
38'
85
'
20'
10
1
'
20'
20'
99
'
20'
35'
85
'
38'35'
9
6
'
35'
91
'20'
20'
90
'20'
20'
90
'34'2'
35'
9
6
'36'
10
0
'
35'
91
'
20'
20'
90
'
20'
20'
91
'
36'
35'
10
0
'
35
'90'35
'
90'
20
'
20
'90'
20
'
20
'90'
20
'
20
'90'
20
'
20
'90'
35
'
35
'
90'
35
'90'35
'
90'
20
'
20
'90'
20
'
20
'90'
20
'
20
'90'
20
'
20
'90'
35
'
35
'
90'
35
'
90'35
'90'
20
'90'20
'
20
'90'20
'
35
'
90'35
'
35'
94'
35'
90'20'
20'
90'20'
20'
91'20'
20'
93'35'
31'19'
81
'
23'28
'
98'35
'
85'
20
'94'20
'
20
'92'20
'
65
'
39'14'
90
'
39'
20'
90
'
20'
20'
90
'
20'
20'
90
'
20'
94'35
'
94'
20
'93'
20
'
20
'92'
20
'
35
'
85'
48
'
44'
21'35
'
15
'
85'20
'
20
'
9'
11
'
85'20
'
20
'
87'20
'
36
'93'35
'
36
'
91'35
'
98'
20
'
90'
20
'
20
'
90'
20
'
20
'
91'
20
'
3
6
'
98'35
'
3
6
'
92'
3
5
'
99'8'1
2
'
90'
2
0
'
20
'
91'
20
'
36'
99'
3
5
'
35
'
90'35
'
91'
20
'
90'20
'
20
'
90'20
'
20
'
90'20
'
20
'
90'20
'
30
'
5'91'35
'
35
'
90'35
'
91'
20
'
90'
20
'
20
'
90'
20
'
20
'
90'
20
'
1'
19
'
90'
20
'
30
'
5'91'35
'
65
'
39'
14'
90
'
39'
90
'
20'
20'
90
'
20'
20'
90
'
20'
20'18'16'
91
'
34'
36'
92
'
34'
10
3
'
20'
90
'
20'
20'
90
'
20'
20'
9
2
'
20'
36'
10
3
'
34'
37
'
92'35
'
103'
20
'
90'
20
'
20
'
90'
20
'
20
'
92'
20
'
2
7
'
25'
76'35
'
107'41'
86'35
'
112'
21
'
20
'
20
'
114'
20
'
20
'
112'
2
0
'
20
'
107'2
1
'
35
'
86'4
1
'
90'35
'
90'35
'
90'
20
'
20
'
90'
20
'
20
'
20
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INV=25.72
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MATCHLINE C5.2
MATCHLINE C5.1
MATCHLINE C5.3
MA
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MATCHLINE C5.3
MATCHLINE C5.4
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
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63677
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J. WALL
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6/26/2024
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C10.0
1" = 200'
NA
D
8
3
0
SCALE 1"=200'
400'200'
1.NO EQUIPMENT IS ALLOWED ON THE SITE UNTIL ALL TREE PROTECTION FENCING
AND SILT FENCING HAS BEEN INSTALLED AND APPROVED.
2.NO LAND DISTURBANCE INCLUDING TREE REMOVAL IS TO OCCUR OUTSIDE THE
PROJECT BOUNDARY SHOWN ON THE PLANS UNLESS OTHERWISE NOTED.
3.PROTECTIVE FENCING IS TO BE MAINTAINED THROUGHOUT THE DURATION OF THE
PROJECT.
4.LAND CLEARING AND CONSTRUCTION CONTRACTORS SHALL RECEIVE ADEQUATE
INSTRUCTION ON TREE PROTECTION REQUIREMENTS AND METHODS.
TREE REMOVAL NOTES
TREE PROTECTION DETAIL NOT TO SCALE
TREE PROTECTION DETAIL NOT TO SCALE
TREE LEGEND
TREE TO BE REMOVEDX
TREE TO BE RETAINED
X
XX
X
X
87
86
73
72
71
70
69
68
67
66
92
91
90
89
88
1
17
52
82
2
18
53
83
3
19
54
84
4
20
55
85
5
21
56
6
22
57
723
58
8
16
24
51
59
81
9
25
60
10
26
61
11
27
78
12
28
77
13
29
76
14
30
75
15
50
80
62
63
64
65
OS #2
AMENITY AREA
(DESIGN UNDER SEPARATE COVER)
33
39
32
38
31
37
44
36
43
OS #1
42
35
41
34
40
OS #11
45
46
474849
79
74
6
7
5
11
9
5
16
7
5
8
SCM 1
SCM 2
SCM 5
BLUE BAY ROAD
50' R/W (PRIVATE)
BLUE LAGOON RUN
50' R/W (PRIVATE)
HARBOR MIST LANE
50' R/W (PRIVATE)
SA
N
D
Y
S
H
O
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E
S
P
L
A
C
E
50
'
R
/
W
(
P
R
I
V
A
T
E
)
COVE LANDING LANE
50' R/W (PRIVATE)
1'3'
31'
93
'
34'
99
'
20'
91
'
20'
20'
90
'
20'
20'
91
'
20'
34'
89
'
14'21'
35
'
94'
35
'
91'
12
'
9'
20
'
90'
20
'
20
'
90'
35
'
35
'
94'
35
'
96'
35
'
91'
20
'
20
'
90'
20
'
20
'
91'
35
'
35
'
96'
35'
90
'
35'
93
'
20'
91
'
20'
20'
93
'
20'
20'
97
'
20'
47'
53
'
27
'
43'8'
35'
99
'
38'
85
'
20'
10
1
'
20'
20'
99
'
20'
35'
85
'
38'
35'
9
6
'
35'
91'
20'
20'
90
'
20'
20'
9
0
'
34'
2'
35'
96
'
36'
10
0
'
35'
91
'
20'
20'
90
'
20'
20'
91
'
36'
35'
10
0
'
35
'
90'
35
'
90'
20
'20
'
90'
20
'20
'
90'
20
'20
'
90'
20
'20
'
90'
35
'35
'
90'
35
'
90'
35
'
90'
20
'20
'
90'
20
'20
'
90'
20
'20
'
90'
20
'20
'
90'
35
'35
'
90'
35
'
90'
35
'
90'
20
'
90'
20
'
20
'
90'
20
'
35
'
90'
35
'
35'
94'
35'
90'
20'
20'
90'
20'
20'
91'
20'
20'
93'
35'
31'
19'
81
'
23'
28
'
98'
35
'
85'
20
'
94'
20
'
20
'
92'
20
'
65
'
39'
14'
90
'
39'
20'
90
'
20'
20'
90
'
20'
20'
90
'
20'
94'
35
'
94'
20
'
93'
20
'
20
'
92'
20
'
35
'
85'
48
'
44'
21'
3
5
'
15
'
85'
20
'
20
'
9'
11
'
85'
20'
20
'
87'
20
'
36
'
93'
35
'
36
'
91'
35
'
98'
20
'
90'
20
'
20
'
90'
20
'
20
'
91'
20
'
3
6
'
98'35
'
3
6
'
92'
35
'
99'8'
1
2
'
90'
2
0
'
2
0
'
91'
2
0
'
36'
99'
3
5
'
35
'
90'
35
'
91'
34'
90
'
34'
30
'
5'90'
35
'
35
'
20
'
93'
20
'
20
'
91'
20
'
89'
35
'
32
'
3'83'
35
'
83'
20
'
83'
20
'
20
'
83'
20
'
20
'
83'
20
'
20
'
83'
20
'
35
'
84'
35
'
35
'
85'
36
'
93'
20
'
20
'
94'
20
'
20
'
94'
20
'
20
'
93'
35
'
36
'
85'
18" RCP
INV=23.73
INV=22.86
INV=17.54
72" CMP
INV=19.55
INV=20.21
1
5
"
R
C
P
INV=21.25
INV=20.99
1
8
"
C
M
P
1
2
"
R
C
P
INV=22.74
INV=23.23
INV=23.39
1
8
"
R
C
P
1
5
"
R
C
P
INV=24.26
INV=24.75
INV=23.99
INV=24.17
15
"
R
C
P
DI
RIM=21.00
IN(W)=16.99
IN(S)=17.00
IN(N)=17.55
OUT=16.25
18"
RCP
INV=16.78
1
5
"
R
C
P
18
"
R
C
P
DI
RIM=24.63
IN(N)=21.88
OUT=21.68
DI
RIM=25.21
IN(N)=22.86
OUT=22.75
YI
RIM=20.39
IN(W)=15.19
OUT=15.15
W
W
W
W
W
W
W
W
W
W
W
W
W
OH
P
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P
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P
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P
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P
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108
92
151
123
107
91
150
122
106
149
121
105
148
120
104
251
234
83
250
233
84
249
85
248
231
247
263
246
261
245
260
252
244
235
259
243
258
242
257
241
256
239
255
238
254
237
253
236
126
130
125
OS #4
124
135
134
129
133
128
132
127
131
213
221
206
214
222
205
207
215
223
204
208
216
224
203
209
217
225
210
218
226
211
219
227
212
220
OS #6
194
193
200201
202
198
197
196
195
OS #11
OS #3
262
229
OS #7
OS #8
OS #5
232
230
228
240
6
6
6
6
6
5
10
10
11
6
SCM 3
SCM 3
SCM 4
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35'20'20'35'
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MATCHLINE C5.2
MATCHLINE C5.1
MATCHLINE C5.3
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331
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6/26/2024
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T
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3
C10.2
1" = 50'
NA
D
8
3
SCALE 1"=50'
100'50'0
LEGEND
PROPERTY LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
UTILITY EASEMENT
SIGHT TRIANGLE
EXISTING WETLANDS
CENTER OF CREEK
AMENITY AREA
OPEN SPACE
TREE LEGEND
TREE TO BE REMOVED*
TREE TO BE RETAINED
X ###
*NOTE: SEE SHEET C10.7 FOR TREE DATA
CORRESPONDING TO DISPLAYED POINT
NUMBER
163
147
162
146
178
161
145
177
160
144
176
159
143
175
158
142
174
157
173
156
172
155
171
154
170
153
169
152
168
151
167
150
165
149
164
148
251
234
250
233
249
248
231
247
246
245
252
244
235
243
242
257
241
256
239
255
238
254
237
253
236
213
221
206
214
222
205
207
215
223
204
208
216
224
203
209
217
225
210
218
226
211
219
227
212
220
OS #6
194
186
199
193
185
200
192
184
201
191
183
202
198
190
182
OS #9
197
189
181
196
188
180
195
187
179
OS #11
229
OS #7
OS #8
OS #5
OS #10
232
230
228
240
166
10
6
6
6
7
6
6
SCM 1
SCM 3
SCM 5
BLUE SHO
R
E
S
D
R
I
V
E
50' R/W (P
R
I
V
A
T
E
)
BAYVIEW
S
T
R
E
E
T
50' R/W (P
R
I
V
A
T
E
)
AQ
U
A
M
A
R
I
N
E
W
A
Y
5
0
'
R
/
W
(
P
R
I
V
A
T
E
)
35'20'20'35'
35'
90
'
20'
20'
90
'
20'
20'
90
'
20'
10'10'
90
'
20'
20'
90
'
35'
35'
90
'
20'
20'
20'20'
20'
34'
34'
34'
34'
20'
20'
20'
20'
20'
20'
34'
34'
34'
34'
90
'
20'
20'
20'
20'
20'
20'
34'
34'
34'
34'
20'
20'
20'
20'
20'
20'
34'
34'
34'
34'
20'
20'
20'
20'
20'
20'
34'
34'
32'2'
34'
21'
20'
34'
7'
34'
90
'
35'
32
'
58
'
35'
90
'
10'10'
20'
90
'
20'
20'
35'
90
'
35'
15'
90
'
40'
65
'
39'
20'
90
'
20'
20'
90
'
20'
20'
90
'
10'10'
35'
90
'
35'
10
8
'
97
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92
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90
'
90
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90
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90
'
90
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90
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90
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90
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90
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90
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90
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90
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90
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90
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90
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90
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90
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90
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90
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90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
44'
105'
132'
22
'
96'
20
'
21
'
92'
20
'
19
'
1'
90'
20
'
34
'
90'
34
'
34
'
90'34
'
90'
20
'
90'
20
'
20
'
90'
20
'
20
'
90'
20
'
34
'
25'
65'
34
'
90
'
35'
90
'
35'
90
'
20'
10'10'20'
90
'
20'
35'
35'
90
'
40'
90
'
15'39'
65
'
20'
90
'
20'
20'
90
'
20'
25'
90
'
35'
10'
35
'
90'
7'
29
'
84'
20
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90'
20
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20
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90'
20
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20
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90'
20
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35
'
90'
35
'
35
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90'
35
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90'
20
'
90'
20
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20
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90'
20
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20
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90'
20
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35
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88'
9'
26
'
90'
35
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90'
35
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20
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90'
20
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20
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90'
20
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20
'
90'
20
'
20
'
90'
20
'
35
'
90'
35
'
25'
65'
35
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90'
35
'
20
'
90'
20
'
20
'
90'
20
'
20
'
90'
20
'
20
'
90'
20
'
35
'
65'
25'
35
'
65'
39'
15
'
90'
40
'
20
'
90'
20
'
20
'
90'
20
'
20
'
90'
10
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10
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35
'
90'
35
'
35
'
90'
35
'
90'
20
'
90'
20
'
20
'
90'
20
'
20
'
90'
20
'
18
'
18
'
88'32
'
3'
15
'
39'
65'
40
'
90'
20
'
20
'
90'
20
'
20
'
90'
20
'
20
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90'
35
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35
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90'
35
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90'
35
'
90'
20
'
20
'
90'
20
'
20
'
90'
20
'
20
'
90'
17
'
18
'
35
'
91'
20'
20'
34'
90
'
34'
90
'
20'
90
'
20'
20'
90
'
20'
20'
90
'
20'
34'
90
'
34'
34'
90
'
34'
90
'
20'
90
'
20'
20'
90
'
20'
20'
90
'
20'
34'
90
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34'
34'
90
'
34'
90
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20'
90
'
20'
15'5'
90
'
20'
20'
93
'
20'
36'
10
5
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34'
INV=17.54
72" CMP
18
"
R
C
P
INV=21.98
INV=22.43
INV=19.55
INV=20.21
INV=23.98
INV=23.97
INV=24.90
INV=24.90
18
"
R
C
P
18
"
R
C
P
INV=23.62
INV=22.63
INV=22.63
INV=22.25
INV=22.38
INV=22.64
18
"
R
C
P
18
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R
C
P
18
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R
C
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18" RCP
12
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R
C
P
1
8
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C
P
15
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R
C
P
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INV=20.99
18
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C
M
P
DI
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IN(N)=22.39
IN(S)=22.04
OUT=21.99
DI
RIM=24.48
IN(N)=22.73
IN(W)=22.58
OUT=22.4812" RCP 6"
P
V
C
INV=22.36
END UKNOWN
END UKNOWN
IN(W)=16.99
IN(S)=17.00
IN(N)=17.55
OUT=16.25
18"
RCP
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W
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24
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262626
26
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2
5
2
5
23
2
324
2
4
26
2
6
27
2
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2
5
2
5
2
2
2
2
2
3
2
3
2
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2
42
6
2
6
2
6
2
6
2
7
2
7
2
7
2
5
2
5
2
5
2
5
2
5
2
1
2
1
2
2
2
2
2
3
2
3
2
3 2
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2
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X 4
X 33
X 285
X 299
X
316
X
318
X 325
X 354
X366 X 367X
372
X 438
X 441
X 442
X 444
X 471 X 473X
476
X 477
X 499
X 507
X 643
X 708
X 710
X 712X
713 X 720
X 724 X 726
X 786
X 798
X 821
X 857X858X860
X 870
X 871
X 872
X 876
X 879
X 890
X 893
X
900
X 901
X 902
X 908 X 909
X 918
X 920
X 922
X 925
X 926
X 934
X 939
X 954
X 955
X 956 X 957
X 959
X1093
X1102X
1141
X 1147
X 1149
X1154
X1157
X1158
X 1166
X 1179
X 1217
X 1
X 6
X 29
X 30
X 43
X 44
X 45
X 324
X 326
X 352
X 353
X 355
X 356X358
X 360X361
X 365
X 368
X 369
X 370
X 373
X 374
X
404
X 414
X 439
X 443
X 472
X 474 X 475
X 496
X 497
X 505X506
X 629
X 630
X 631
X 633
X 634
X 640
X 645
X 646
649
650
X 678
X 709
X 711
X 714
X 715
X 716
X 717
X 718
X 719
X 721
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X 792
X 793
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X 800
X 801
X 802
X 812
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X 815
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X 819
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X 824X825
X 826
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X
828
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X 832
X 833
X 834
X 835
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X 838
X 839
X 840
X 841
X 842
X 843
X 844
X
845
X 852
X 853
X 854
X 855
X 859X861
X 862
X 863X873 X 874
X
875
X 877
X 878
X 880
X 881
X 883
X 884
X 886
X 887 X 888
X889
X 891
X 892
X 894
X 895
X 896
X 897
X 898
X 899
X 910
X 911X914
X 915
X 916
X 917
X 919
X 921
X 923
X 924
X 930
X 931
X 932
X 933
X 935
X 936
X
937
X
938
X 940
X 941
X 942
X 943
X 950X951
X 952 X 953
X 958
X 960X961
X 962
X 963
X 964 X 965
X 1092
X 1094
X
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X1096
X1097
X1098
X1099
X1100
X 1106
X 1109
X1121
X1125
X 1130
X 1136X1137
X 1142
X 1143X
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X1151
X1153
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X 1164
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X 1214 X 1215
X 1216 X1224
X 1225
X 1226
X1228
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X 1248
X 1249
X 1250
X 1252
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X 1255
X
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X 1261
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MATCHLINE C5.1
MATCHLINE C5.3
MA
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C
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L
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C
5
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2
MA
T
C
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3
MATCHLINE C5.3
MATCHLINE C5.4
P
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1
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2
PHA
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JOB NO.
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SCALE
DESIGNED BY
CHECKED BY
DA
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DATE
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331
J. WALL
331
6/26/2024
PR
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D
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100'50'0
LEGEND
PROPERTY LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
UTILITY EASEMENT
SIGHT TRIANGLE
EXISTING WETLANDS
CENTER OF CREEK
AMENITY AREA
OPEN SPACE
TREE LEGEND
TREE TO BE REMOVED*
TREE TO BE RETAINED
X ###
*NOTE: SEE SHEET C10.7 FOR TREE DATA
CORRESPONDING TO DISPLAYED POINT
NUMBER
145
144
143142141
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34'
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20'20'20'
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J. WALL
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6/26/2024
PR
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100'50'0
LEGEND
PROPERTY LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
UTILITY EASEMENT
SIGHT TRIANGLE
EXISTING WETLANDS
CENTER OF CREEK
AMENITY AREA
OPEN SPACE
TREE LEGEND
TREE TO BE REMOVEDX
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LEGEND
PROPERTY LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
UTILITY EASEMENT
SIGHT TRIANGLE
EXISTING WETLANDS
CENTER OF CREEK
AMENITY AREA
OPEN SPACE
TREE LEGEND
TREE TO BE REMOVED*
TREE TO BE RETAINED
X ###
*NOTE: SEE SHEET C10.7 FOR TREE DATA
CORRESPONDING TO DISPLAYED POINT
NUMBER
INV=24.81
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18
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18
"
R
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DI
(CLOGGED)
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DI
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18
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C10.8
1" = 50'