HomeMy WebLinkAboutBlue Bay Townhomes - CFPUA Conditional ApprovalHOLLY SHELTER ROAD - S.
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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
CFPUA PLAN REVIEW SUBMITTAL
NEW HANOVER COUNTY, NORTH CAROLINA
48.20 ACRES (FOLLOWING CONDITIONAL REZONING)
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
JOB NO.
SHEET NO.
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C0.0
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 4
C4.6 DETAILED PARKING LOT SPOT SHOT PLAN - SHEET 2 OF 4
C4.7 DETAILED PARKING LOT SPOT SHOT PLAN - SHEET 3 OF 4
C4.8 DETAILED PARKING LOT SPOT SHOT PLAN - SHEET 4 OF 4
C5.0 OVERALL STAGE I EROSION CONTROL PLAN
C5.1 DETAILED STAGE I EROSION CONTROL PLAN - SHEET 1 OF 6
C5.2 DETAILED STAGE I EROSION CONTROL PLAN - SHEET 2 OF 6
C5.3 DETAILED STAGE I EROSION CONTROL PLAN - SHEET 3 OF 6
C5.4 DETAILED STAGE I EROSION CONTROL PLAN - SHEET 4 OF 6
C5.5 DETAILED STAGE I EROSION CONTROL PLAN - SHEET 5 OF 6
C5.6 DETAILED STAGE I EROSION CONTROL PLAN - SHEET 6 OF 6
C5.7 OVERALL STAGE II EROSION CONTROL PLAN
C5.8 DETAILED STAGE II EROSION CONTROL PLAN - SHEET 1 OF 6
C5.9 DETAILED STAGE II EROSION CONTROL PLAN - SHEET 2 OF 6
C5.10 DETAILED STAGE II EROSION CONTROL PLAN - SHEET 3 OF 6
C5.11 DETAILED STAGE II EROSION CONTROL PLAN - SHEET 4 OF 6
C5.12 DETAILED STAGE II EROSION CONTROL PLAN - SHEET 5 OF 6
C5.13 DETAILED STAGE II EROSION CONTROL PLAN - SHEET 6 OF 6
C5.14 EROSION CONTROL NOTES AND DETAILS
C5.15 EROSION CONTROL NOTES AND DETAILS
C5.16 EROSION CONTROL NOTES AND DETAILS
C5.17 EROSION CONTROL NOTES AND DETAILS
C6.0 PRE-DEVELOPMENT HYDROLOGY PLAN
C6.1 POST-DEVELOPMENT HYDROLOGY PLAN
C6.1A 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 BLUE BAY ROAD PLAN & PROFILE - STA. 10+00 TO STA. 21+25
C7.1 BLUE BAY ROAD PLAN & PROFILE - STA. 21+25 TO STA. 32+92.78
C7.2 BLUE LAGOON RUN PLAN AND PROFILE
C7.3 SANDY SHORES PLACE & HARBOR MIST LANE PLAN AND PROFILE
C7.4 BLUE SHORES DRIVE PLAN AND PROFILE
C7.5 BAYVIEW STREET PLAN AND PROFILE - STATION 9+00 TO 22+00
C7.6 BAYVIEW STREET PLAN AND PROFILE - STATION 21+50 TO 30+25
C7.7 AQUAMARINE WAY & COVE LANDING LANE 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 OVERALL LANDSCAPE PLAN
C11.1 DETAILED LANDSCAPE PLAN - SHEET 1 OF 3
C11.2 DETAILED LANDSCAPE PLAN - SHEET 2 OF 3
C11.3 DETAILED LANDSCAPE PLAN - SHEET 3 OF 3
C11.4 LANDSCAPE NOTES AND DETAILS
C12.0 SITE NOTES AND DETAILS
C12.1 SITE NOTES AND DETAILS
C12.2 UTILITY NOTES AND DETAILS
C12.3 UTILITY NOTES AND DETAILS
C12.4 UTILITY NOTES AND DETAILS
C12.5 UTILITY NOTES AND DETAILS
C12.6 STORM SEWER NOTES AND DETAILS
C12.7 STORM SEWER NOTES AND DETAILS
C12.8 STORM SEWER NOTES AND DETAILS
C12.9 STORM SEWER NOTES AND DETAILS
C12.10 STORM SEWER NOTES AND DETAILS
C12.11 NCDOT NOTES AND DETAILS
C12.12 NCDOT NOTES AND DETAILS
C12.13 NCDOT NOTES AND DETAILS
C12.14 NCDOT NOTES AND DETAILS
C13.0 I-40 WESTBOUND RAMP ROADWAY IMPROVEMENT PLAN
C13.1 I-40 WESTBOUND RAMP CROSS SECTIONS
C13.2 HOLLY SHELTER ROAD ROADWAY IMPROVEMENT PLAN
C13.3 HOLLY SHELTER ROAD CROSS SECTIONS
C13.4 BLUE CLAY ROAD ROADWAY IMPROVEMENT PLAN
C13.5 BLUE CLAY ROAD CROSS SECTIONS
C13.6 OFFSITE ROADWAY IMPROVEMENT TURNING ANALYSIS
C13.7 OFFSITE ROADWAY IMPROVEMENT LAYOUT
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 FINAL 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
PS1.10 DETAILS
PS1.11 DETAILS
PS1.12 DETAILS
PS1.13 DETAILS
Docusign Envelope ID: 301BA5B9-4AD7-4B24-A43F-030FB7E75577
4/2/2025
18" RCP
INV=23.73
INV=22.86
INV=25.78
INV=25.72
18
R
C
P
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"
R
C
P
18
"
R
C
P
18" RCP
12
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R
C
P
18
"
R
C
P
15
"
R
C
P
INV=21.25
INV=20.99
18
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C
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12
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R
C
P
INV=22.74
INV=23.23
INV=23.39
18
"
R
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15
"
R
C
P
INV=24.26
INV=24.75
INV=23.99
INV=24.17
15
"
R
C
P
DI
RIM=25.94
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
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INV=22.36
END UKNOWN
END UKNOWN
DI
RIM=21.00
IN(W)=16.99
IN(S)=17.00
IN(N)=17.55
OUT=16.25
18"
RCP
INV=16.78
15
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R
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18
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R
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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
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N/FMadison J. Daw, et al
DB 6689, Pg 865
MB 15, Pg 9
Lot 55
N/FRandy C. Stewart
DB 5910, Pg 260
MB 15, Pg 9
Lot 54
N/FMark A. DealDB 5718, Pg 2861MB 12, Pg 26
Lot 1
N/FRichard M. &Jessica M. HayesDB 5452, Pg 171MB 15, Pg 9
Lot 53
Kerry Drive
60' Public R/W
N78°13'03"
E
1
6
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5
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S
1
2
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HOLLY TANK LLC
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)
303
0
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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
1123.49'
S77°17'11"W
127.65'
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
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.
2
5
20
15
1
1
1
5
2
0
25
15
20
2
6
28
28
28
28
2
6
EXISTING POWER POLE TO BE RELOCATED.
CONTRACTOR SHALL COORDINATE WITH
DUKE ENERGY AND NCDOT ON LOCATION
EXISTING COMMUNICATIONS PEDESTAL
TO BE RELOCATED
EXISTING POWER POLE TO BE RELOCATED.
CONTRACTOR SHALL COORDINATE WITH
DUKE ENERGY AND NCDOT ON LOCATION
EXISTING COMMUNICATIONS PEDESTAL
TO BE RELOCATED
EXISTING POWER POLE TO BE RELOCATED.
CONTRACTOR SHALL COORDINATE WITH
DUKE ENERGY AND NCDOT ON LOCATION
EXISTING PROPERTY LINE
TO BE REVISED AS PART OF
CONDITIONAL REZONING
REVISED PROPERTY LINE
PER CONDITIONAL REZONING
N: 221445.04
E: 2340849.21
N: 221417.22
E: 2340856.54
N: 221550.69
E: 2341363.49
N: 221545.56
E: 2341820.06S14°45'03"E
28.77'
N75°14'57"E
524.23'
S89°21'21"E
456.60'
N85°57'01"E
109.74'
N1
2
°
1
9
'
5
1
"
W
1
3
2
.
1
4
'
S77°17'11"W
1078.52'
N: 221553.31
E: 2341929.53
Kerry Drive
60' Public R
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BERWICK DRIVE
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
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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.
Docusign Envelope ID: 301BA5B9-4AD7-4B24-A43F-030FB7E75577
3
2/
2
0
/
2
0
2
4
PROFESSIONAL ENGINEER SEAL
NOT AFFIXED TO SHEET AS
ENGINEER DOES NOT CERTIFY
INFORMATION PROVIDED BY
OTHERS
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
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W
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W
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60' UTILITY AND ACCESS EASEMENT
M.B. 37, PG. 343 60' UTILITY AND ACCESS EASEMENT
M.B. 37, PG. 34330
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IN = 21.81
OUT = 21.79
SMH
RIM = 26.66
IN = 21.28
OUT = 21.25
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
303
0
3
030 3
0
3
0
303
0
25
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2
5
2
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2
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25
252
5
25
25
25
25
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25
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25
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2525
2525 25
25
2525
25
25
30
30
3030
25
25
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
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Docusign Envelope ID: 301BA5B9-4AD7-4B24-A43F-030FB7E75577
3
2/
2
0
/
2
0
2
4
PROFESSIONAL ENGINEER SEAL
NOT AFFIXED TO SHEET AS
ENGINEER DOES NOT CERTIFY
INFORMATION PROVIDED BY
OTHERS
X
X
X
163
147
119
103
87
162
146
118
102
86
178
161
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117
101
73
177
160
144
116
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72
176
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114
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173
156
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107
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122
106
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2
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3
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5
21
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6
22
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263
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723
58
261
245
8
16
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81
260
252
244
235
9
25
60
259
243
10
26
61
258
242
11
27
78
257
241
12
28
77
256
239
13
29
76
255
238
14
30
75
254
237
15
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253
236
62
63
64
65
OS #2
AMENITY AREA
(DESIGN UNDER SEPARATE COVER)
33
39
32
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31
37
44
36
43
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42
35
41
34
40
126
130
125
OS #4
124
135
134
129
133
128 132
127
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213
221
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222
205
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216
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203
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217
225
210
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191
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OS #9
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C2.0
1" = 100'
NA
D
8
3
0
SCALE 1"=100'
200'100'
LEGEND
PROPERTY LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
UTILITY EASEMENT
SIGHT TRIANGLE
EXISTING WETLANDS
AMENITY AREA
OPEN SPACE
DEVELOPER:
ENGINEER:
TIMMONS GROUP
JOHN WALL, PE
430 EASTWOOD ROAD
WILMINGTON, NC 28403
PHONE: 910-746-1174
SITE DATA
TOTAL GROSS ACREAGE OF PARCEL = 48.20 ACRES
ZONING =
LAND USE = MULTI-FAMILY RESIDENTIAL TOWNHOMES
EMAIL: JOHN.WALL@TIMMONS.COM
USPS NOTE
CLUSTER MAILBOXES TO BE LOCATED ON ROAD A AND
ROAD E. KIOSK LOCATION SHALL BE APPROVED BY
USPS PRIOR TO SUBDIVISION APPROVAL. IF
TEMPORARY LOCATIONS ARE REQUIRED, APPROVAL OF
LOCATIONS SHALL BE RECEIVED FROM USPS. MAIL
KIOSK WILL HAVE MARKED CROSSWALK WITH ADA
COMPLIANT RAMPS AND PARKING SPACES.
FRONT YARD = 20'
SIDE YARD = 5'
REAR YARD = 15'
SETBACKS TABLETYPICAL BUILDING AND LOT SIZE
INTERIOR LOTS: 20' x 90'
NOTE: THE SMALLEST LOT IN THE
SUBDIVISION IS 20' x 90' (1800 SF)
END LOTS: 34' x 90'
CONDITIONS FROM BOARD OF COMMISIONERS CASE: Z23-12 WHICH APPROVED
REZONING FROM I-1 TO RMF-L:
1.THE APPLICANT PROVIDE BICYCLE AND PEDESTRIAN CONNECTIVITY
BETWEEN THE MULTI-FAMILY PHASE DEVELOPMENT AND THE
SINGLE-FAMILY PHASED DEVELOPMENT.
2.NO STRUCTURE ON THE PARCEL SHALL EXCEED 45' IN HEIGHT AND A
MAXIMUM OF 3 STORIES.
3.A DECLARATION STATEMENT SHALL BE RECORDED IN THE PROPERTY'S
CHAIN OF TITLE, AT THE NEW HANOVER COUNTY REGISTRY, STATING THE
PROPERTY IS IN PROXIMITY TO EXISTING AND FUTURE COMMERCIAL AND
INDUSTRIAL ACTIVITIES THAT MAY RESULT IN NOISE, VIBRATION, AND
HEAVY VEHICLE TRAFFIC ON AREA ROADWAYS, WHICH ACTIVITIES MAY
OCCUR ANY TIME DURING THE DAY OR NIGHT. SUCH DECLARATION SHALL
ALSO BE PROVIDED WITH ALL FUTURE LEASES.
SIDE YARD ABUTTING STREET = 10'
D.R. HORTON
6752 PARKER FARM DRIVE, SUITE 210
WILMINGTON, NC 28403
GRAYSON MORGAN
GAMORGAN@DRHORTON.COM
PHONE: 910-602-8215
TOTAL NET ACREAGE OF PARCEL = 46.09 ACRES
BUILDING HEIGHT: 28.5'±
CLASS IV SOILS ACREAGE ON PARCEL = 2.11 ACRES
(CONDITIONALLY REZONED WITH CASE
NUMBER Z23-12 ON 8/7/2023)
PROPOSED NUMBER OF LOTS = 263
PROVIDED OPEN SPACE AREA = 24.76 AC (51.37%)
PROPOSED DENSITY = 5.71 du/a
MAXIMUM ALLOWED DENSITY = 10.0 du/a
REQUIRED OPEN SPACE AREA = 9.64 AC (20.00%)
1/4"/FT.
5'22'
50'
PRIVATE RIGHT OF WAY
PAVEMENT
LC
2'
1/4"/FT.
SLOPE 3:1 MAX SLOPE 3:1 MAX
TYPICAL CROSS SECTION FOR 50' R/W
11'
TRAVEL LANE
6'
SI
D
E
WA
L
K
2' VALLEY GUTTER
2' VALLEY GUTTER
PRIME
COAT
NOT TO SCALE
1'
1/4"/FT.
2'
1/4"/FT.
11'
TRAVEL LANE
13.5'
24" COMPACTED SUBGRADE TO 98% DRY DENSITY, AASHTO T-180
PAVEMENT SECTION NOTE: PROPOSED ASPHALT SECTION BASED ON
GEOTECHNICAL REPORT/RECOMMENDATIONS BY ECS SOUTHEAST, LLP
DATED 5/11/2023.
ASPHALT TOP LIFT:
1.0" TYPE S9.5B @ 110 LBS/SY/IN
ASPHALT BOTTOM LIFT: 1.5" TYPE S9.5B @ 110 LBS/SY/IN
BASE: 8" AGGREGATE BASE COURSE (ABC)
PER 520 NCDOT STANDARD SPEC.
GENERAL SITE NOTES
1.COUNTY AND STATE STORMWATER PERMITS MUST BE OBTAINED
PRIOR TO ANY CONSTRUCTION OF IMPERVIOUS SURFACE. NO
NATURAL DRAINAGE AREAS WILL BE CUT OFF OR DISTURBED
BEFORE OBTAINING THE PERMITS.
2.ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE
WITH NEW HANOVER COUNTY AND NCDOT STANDARDS AND
SPECIFICATIONS.
3.CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING
UTILITIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE
RESULTING FROM THEIR ACTIVITIES. CALL UTILITY LOCATOR
SERVICE BEFORE DIGGING.
4.ALL UTILITIES SHALL BE UNDERGROUND.
5.EACH LOT WILL BE SERVED BY CAPE FEAR PUBLIC UTILITY
AUTHORITY (CFPUA).
6.NEW HANOVER COUNTY EROSION CONTROL PERMIT AND NCDEQ
EROSION CONTROL PERMIT WILL BE REQUIRED, AND ALL
EROSION CONTROL REGULATIONS WILL BE COMPLIED WITH.
7.CONSTRUCTION DRAWINGS MUST BE FULLY APPROVED PRIOR TO
CONSTRUCTION.
8.SIGNAGE SHALL BE APPROVED PRIOR TO INSTALLATION OF ANY
SIGNAGE.
9.STREET NAMES MUST BE APPROVED BY NEW HANOVER COUNTY
PRIOR TO FINAL PLAT.
10.ALL STREETS ARE PROPOSED TO BE PRIVATE (BUILT TO NEW
HANOVER COUNTY STANDARDS/NCDOT PAVEMENT AND
SUBGRADE STANDARDS) AND ARE NOT ELIGIBLE TO BE ADDED TO
THE STATE HIGHWAY SYSTEM FOR MAINTENANCE PER GENERAL
STATUTE 136-102.6.
11.EACH DRIVEWAY WILL HAVE A MIN. OF 2 DRIVEWAY PARKING
SPACES PER LOT OUTSIDE OF THE R/W.
12.A HOMEOWNERS ASSOCIATION WILL BE FORMED PRIOR TO THE
SALE OF THE LOTS AND MEMBERSHIP WILL BE AUTOMATIC UPON
PURCHASE WITHIN THE DEVELOPMENT. THE HOMEOWNERS
ASSOCIATION WILL COMPLY WITH THE STANDARDS SET FORTH IN
THE NEW HANOVER COUNTY UNIFIED DEVELOPMENT ORDINANCE.
13.THE HOME OWNERS ASSOCIATION (HOA) WILL BE RESPONSIBLE
FOR THE MAINTENANCE OF THE STREETS, STORMWATER
SYSTEMS AND OPEN SPACE AREAS.
14.THERE SHALL BE A NOTE ON THE FINAL PLATS, MASTER
COVENANTS, AND DEEDS SHOWING THE LOCATION OF WETLANDS
AND NOTING THAT THOSE AREAS MAY NOT BE FILLED,
DISTURBED, OR ALTERED IN ANY WAY UNLESS PROPERLY
PERMITTED BY THE NC DEPARTMENT OF ENVIRONMENT AND
NATURAL RESOURCES AND/OR THE U.S. ARMY CORPS OF
ENGINEERS.
15.ALL STREET LIGHTING SHALL BE CONSISTENT WITH SECTION 5.5
OF THE NEW HANOVER COUNTY UDO.
16.COUNTY AND/OR STATE STORMWATER PERMITS MUST BE
OBTAINED PRIOR TO ANY CONSTRUCTION. NO NATURAL
DRAINAGE AREAS SHALL BE CUT OFF OR DISTURBED BEFORE
OBTAINING PERMITS.
17.PROJECT TO BE BUILT TO CFPUA STANDARDS FOR WATER AND
SEWER. A UTILITY PLAN MUST BE SUBMITTED AND APPROVED BY
CFPUA.
18.ONLY NEW HANOVER COUNTY APPROVED MATERIALS ARE TO BE
USED WITHIN THE RIGHT OF WAY.
19.A CORPS OF ENGINEERS 401 PERMIT MUST BE OBTAINED FOR
ANY WORK WITHIN THE WETLANDS WHERE APPLICABLE, PRIOR
TO THE START OF ANY WORK.
20.A 5' SIDEWALK IS PROPOSED ON ONE SIDE OF THE ROAD.
21.BUILDING DIMENSIONS SHOWN ON THE CIVIL ENGINEERING
PLANS ARE FOR REFERENCE PURPOSES ONLY, CONTRACTOR
SHALL USE THE ARCHITECTURAL AND STRUCTURAL PLANS FOR
EXACT BUILDING DIMENSIONS.
22.ALL SIDEWALKS AND HANDICAP ACCESS RAMPS SHALL MEET ADA
REQUIREMENTS. CONTRACTOR SHALL NOTIFY THE ENGINEER OF
ANY DISCREPANCIES BETWEEN DESIGN INFORMATION AND ADA
REQUIREMENTS PRIOR TO CONSTRUCTION.
23.ADA ACCESSIBLE ROUTE SHALL HAVE A 5.0% MAXIMUM
LONGITUDINAL SLOPE AND A 2.0% MAXIMUM CROSS SLOPE
(EXCLUDING RAMPS).
24.THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL STOP
SIGNS, DIRECTIONAL SIGNS AND STRIPING SHOWN ON THE
PLANS.
25.CONTRACTOR TO CONTACT THE DESIGN PROFESSIONAL FOR
ENTRANCE CLARIFICATIONS, CONSTRUCTION ANOMALIES AND
INSTALLATION QUESTIONS.
26.ALL DIMENSIONS ARE FROM THE FACE OF CURB,UNLESS NOTED
OTHERWISE.
27.NCDOT STANDARD DETAILS, AS REFERENCED, TO BE
CONSTRUCTED WITH THE 2024 ROADWAY STANDARD DRAWINGS.
PROPOSED BUILT-UPON AREA = 14.80 AC (30.71%)
EXISTING BUILT-UPON AREA = 0 AC (0.00%)
PROPOSED PARKING
263 UNITS X 2 SPACES/UNIT = 526 SPACES
+150 STREET SPACES + 10 ADA SPACES
=686 SPACES PROPOSED TOTAL
NOTE: SITE LIGHTING SHOWN IS
CONCEPTUAL COORDINATE WITH DUKE
ENERGY FOR EXACT LOCATIONS AND
DETAILS.
Docusign Envelope ID: 301BA5B9-4AD7-4B24-A43F-030FB7E75577
4/2/2025
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
47
4849
79
74
6
7
4
10
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
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H
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E
50
'
R
/
W
(
P
R
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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'
88
'
32'20'
35
'
94'
35
'
91'
12
'
9'
20
'
90'
20
'
20
'
90'
35
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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
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20'
20'
99
'
20'
35'
85
'
38'
35'
96
'
35'
9
1
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20'
20
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9
0
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20'
20'
9
0
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34'
2'
35'
96'
36'
10
0
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35'
91
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20'
20'
90
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20'
20'
91
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36'
35'
10
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35
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90'
35
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90'
20
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90'
20
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90'
20
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90'
20
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90'
35
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90'
35
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35
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90'
20
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90'
20
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90'
20
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90'
20
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90'
35
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35
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6
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6
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5
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1
2
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0
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99'
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5
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1
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S
1
2
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3
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E
8
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MATCHLINE C2.1
MATCHLINE C2.2
MATCHLINE C2.1
MATCHLINE C2.3
5-UNIT
TOWNHOME
5-UNIT
TOWNHOME
4-UNIT
TOWNHOME
4-UNIT
TOWNHOME
6-UNIT
TOWNHOME
5-UNIT
TOWNHOME
6-UNIT
TOWNHOME
6-UNIT
TOWNHOME
5-UNIT
TOWNHOME
4-UNIT
TOWNHOME
4-UNIT
TOWNHOME
5-UNIT
TOWNHOME
4-UNIT
TOWNHOME
120'
R30'
R30'
R30'
R30'
R30'
R30'
R30'
R30'
R30'
R30'
R30'
R30'
R30'
R30'
R30'
R30'
5' SIDE INTERIOR SETBACK
30' ADJACENT
RESIDENTIAL
SETBACK
PROPOSED LARGE
DOG PARK
20' ADJACENT
PERFORMANCE
RESIDENTIAL
BUFFER
S1
6
°
5
9
'
3
4
"
W
86
.
4
2
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R=250.00'
L=268.42'
N
1
3
°
0
7
'
2
7
"
W
80
.
0
0
'
S88°50'00"W
210.40'
N1
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1
0
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0
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W
12
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0
0
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N1
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6
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R=
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L=
2
5
.
5
4
'
S77°43'26"W
68.60'
R=200.00'
L=65.61'
S58°5
5
'
3
5
"
W
77.07
'
S58°55'35"W
22.93'R=200.00'
L=203.36'
N62
°
4
8
'
5
7
"
W
47.
6
9
'
N6
2
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8
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7
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W
62.
9
8
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R=270.
0
0
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L=126.
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'
N89°38'18"W
111.14'R=270.00'
L=76.17'
R=2
7
0
.
0
0
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L=3
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5
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1
5
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N1
6
°
5
9
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3
4
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E
98
.
6
5
'
R=55.00'
L=70.70'
S89°21'21"E
100.00'
R=55.00'
L=73.18'
S
1
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L=237.79'
R=125.00'
L=205.55'
N
1
3
°
0
7
'
2
7
"
W
80
.
0
0
'
STOP SIGN, TYP.
STOP SIGN, TYP.
24" WIDE STOP BAR, TYP.
24" WIDE STOP
BAR, TYP.
ACCESSIBLE
PARKING SIGN,
TYP. SEE SHEET
C12.1 FOR DETAIL
ACCESSIBLE PARKING
SIGN, TYP. SEE SHEET
C12.1 FOR DETAIL
ACCESSIBLE
425' STOPPING SIGHT DISTANCE
BLUE CLAY ROAD
SPEED LIMIT = 45 MPH
DESIGN SPEED = 50 MPH
425' STOPPING SIGHT DISTANCE
18.37' FROM
R/W TO EOP
18.65' FROM
22' E/P-E/P
100' PROTECTED STEM
(46' TO FIRST FIRE HYDRANT)
10'x70' SIGHT
DISTANCE TRIANGLE
10'x70' SIGHT
DISTANCE TRIANGLE
BLUE CLAY ROAD
RIGHT-OF-WAY
KERRY DR
I
V
E
EXISTING GRAVEL DRIVEWAY
EXISTING GRAVEL DRIVEWAY
EXISTING GRAVEL DRIVEWAY
EXISTING GRAVEL DRIVEWAY
EXISTING GRAVEL DRIVEWAY
BLUE CLAY ROAD
EXISTING EOP
VOR 1,670' RADIUS;
55' HEIGHT LIMITATION FOR
BUILDINGS WITHIN THIS AREA;
FAA APPROVAL REQUIRED
R1-1 STOP SIGN
24" WIDE STOP
BAR, TYP.
TYPICAL TRANSITION FROM
VALLEY CURB TO STANDARD
CURB.SEE DETAIL SHEET C12.0
(APPLIES TO ALL PARKING AREAS)
P
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2
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21.26'
S1°10'00"E
5.22'
S1
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R=
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RETAINING WALL
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AS PART OF THE BUILDING
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D
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SCALE 1"=50'
100'50'0
LEGEND
PROPERTY LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
UTILITY EASEMENT
SIGHT TRIANGLE
EXISTING WETLANDS
AMENITY AREA
OPEN SPACE
5' CONCRETE SIDEWALK TO PROVIDE
PEDESTRIAN/ BIKE ACCESS TO
FUTURE MULTIFAMILY SITE
Docusign Envelope ID: 301BA5B9-4AD7-4B24-A43F-030FB7E75577
4/2/2025
X
X
XX
X
X
X
X
147
119
103
146
118
102
145
117
101
160
144
116
100
159
143
115
99
158
142
114
98
157
141
113
97
156
140
112
96
155
139
111
95
154
138
110
94
153
137
109
93
152
136
108
92
151
123
107
91
150
122
106
90
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
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225
210
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226
211
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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
BL
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B
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5
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(
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R
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BLUE SHO
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(
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35'20'20'35'
20
'
92'
20
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35
'
35
'
90'
35
'
91'
20
'
90'20
'
20
'
90'20
'
20
'
90'20
'
20
'
90'20
'
30
'
5'
91'
35
'
35
'
90'
35
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91'
20
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90'20
'
20
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90'20
'
20
'
90'
20
'
1'
19
'
90'
20
'
30
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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'
92'
20'
36'
10
3
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34'
37
'
92'
35
'
103'
20
'
90'
20
'
20
'
90'
20
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20
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92'
20
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2
7
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25'
76'
35
'
107'41
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86'
35
'
112'
21
'
20
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20
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114'
20
'
20
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112'
2
0
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20
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107'
2
1
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35
'
86'
4
1
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90'
35
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90'
35
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90'
20
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20
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20
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20
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20
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35
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35
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6
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94'
34'
80'
23'
20
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91'
20'
20'
90'
20'
20'
92'
20'
35'
90'
17'
20'
34
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90'
34
'
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20
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20
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20
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20
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20
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90'
3'
31
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34
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24'10'
34'
20'
20'
20'
14'6'
34'
34'
35'
90
'
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90
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20'
20'
90
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20'
20'
90
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20'
10'10'
90
'
20'
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90
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35'
35'
90
'
34'
34'
20'
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'
90
'
35'
15'
90
'
40'
65
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39'
20'
90
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20'
90
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35'
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87
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105'34
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132'
22
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96'
20
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21
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92'
20
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19
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90'
20
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34
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34
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34
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90'
20
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90'
20
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90'
20
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20
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90'
20
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34
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25'
65'
34
'
90
'
20'
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
'
90'
20
'
20
'
90'
20
'
20
'
90'
20
'
35
'
90'
35
'
35
'
90'
35
'
90'
20
'
90'
20
'
20
'
90'
20
'
20
'
90'
20
'
35
'
88'
9'
26
'
90'
35
'
90'
35
'
20
'
90'
20
'
20
'
90'
20
'
20
'
90'
20
'
20
'
90'
20
'
35
'
90'
35
'
25'
65'
90'
35
'
90'
20
'
90'
20
'
90'
20
'
90'
20
'
25'
35
'
90
'
34'
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
'
34'
34'
90
'
34'
90
'
20'
90
'
20'
15'5'
90
'
20'
20'
93
'
20'
36'
10
5
'
34'
20
'
91'
20
'
89'
35
'
20
'
83'
20
'
35
'
84'
35
'
X
X
X
X
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
MATCHLINE C2.1
MATCHLINE C2.2
MATCHLINE C2.1
MATCHLINE C2.3
MA
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5-UNIT
TOWNHOME
5-UNIT
TOWNHOME
6-UNIT
TOWNHOME
4-UNIT
TOWNHOME
5-UNIT
TOWNHOME
5-UNIT
TOWNHOME 5-UNIT
TOWNHOME
6-UNIT
TOWNHOME
5-UNIT
TOWNHOME
5-UNIT
TOWNHOME
5-UNIT
TOWNHOME
5-UNIT
TOWNHOME
5-UNIT
TOWNHOME
5-UNIT
TOWNHOME
4-UNIT
TOWNHOME
5-UNIT
TOWNHOME
6-UNIT
TOWNHOME
4-UNIT
TOWNHOME
5-UNIT
TOWNHOME
R30'
R30'
R30'
R30'
R30'
R30'
R30'
R30'
R30'
R30'
20' ADJACENT
PERFORMANCE
RESIDENTIAL
BUFFER
PROPOSED PUMP
STATION
PROPOSED LARGE
DOG PARK
PROPOSED SMALL
DOG PARK
PROPOSED
MAIL KIOSK
20' TYPE A OPAQUE
TRANSITIONAL BUFFER
S77°39'31"
W
184.00'
N1
2
°
2
0
'
2
9
"
W
3
9
2
.
6
0
'
S77°39'31"
W
142.11'
R=140.00'
L=443.81'
N77°39'31"
E
142.11'
N77°39'31"
E
348.15'
N77°39'31
"
E
284.00'
TYPICAL TRANSITION FROM
VALLEY CURB TO STANDARD
CURB.SEE DETAIL SHEET
C12.0 (APPLIES TO ALL
PARKING AREAS)
STOP SIGN, TYP.
STOP SIGN, TYP.
STOP SIGN, TYP.
STOP SIGN, TYP.
24" WIDE STOP BAR, TYP.
24" WIDE STOP BAR, TYP.
24" WIDE STOP BAR, TYP.
24" WIDE STOP BAR, TYP.
ACCESSIBLE
PARKING SIGN,
TYP. SEE SHEET
C12.1 FOR DETAIL
VOR 1,670' RADIUS;
55' HEIGHT LIMITATION FOR
BUILDINGS WITHIN THIS AREA;
FAA APPROVAL REQUIRED
TYPICAL TRANSITION FROM
VALLEY CURB TO STANDARD
CURB.SEE DETAIL SHEET
C12.0 (APPLIES TO ALL
PARKING AREAS)
5-UNIT
TOWNHOME
P
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A
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2
P
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C2.2
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
AMENITY AREA
OPEN SPACE
Docusign Envelope ID: 301BA5B9-4AD7-4B24-A43F-030FB7E75577
4/2/2025
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
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R
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E
T
50' R/W (P
R
I
V
A
T
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)
AQ
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W
A
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5
0
'
R
/
W
(
P
R
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V
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)
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
'
92
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
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90
'
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
'
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
'
90'
20
'
20
'
90'
20
'
20
'
90'
20
'
35
'
90'
35
'
35
'
90'
35
'
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
'
35
'
88'
9'
26
'
90'
35
'
90'
35
'
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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20
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20
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35
'
90'
35
'
25'
65'
35
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35
'
20
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20
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20
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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
'
10
'
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
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20
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90'
35
'
35
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90'
35
'
90'
35
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90'
20
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20
'
90'
20
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20
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90'
20
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20
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90'
17
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18
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35
'
91'
20'
20'
34'
90
'
34'
90
'
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90
'
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20'
90
'
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20'
90
'
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34'
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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34'
90
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90
'
20'
90
'
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15'5'
90
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93
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36'
10
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34'
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MATCHLINE C2.3
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TOWNHOME
6-UNIT
TOWNHOME
5-UNIT
TOWNHOME
5-UNIT
TOWNHOME
5-UNIT
TOWNHOME
5-UNIT
TOWNHOME
5-UNIT
TOWNHOME
5-UNIT
TOWNHOME
4-UNIT
TOWNHOME
5-UNIT
TOWNHOME
6-UNIT
TOWNHOME
4-UNIT
TOWNHOME
5-UNIT
TOWNHOME
4-UNIT
TOWNHOME
5-UNIT
TOWNHOME
4-UNIT
TOWNHOME
5-UNIT
TOWNHOME
5-UNIT
TOWNHOME
5-UNIT
TOWNHOME
R30'
R30'
R30'
R30'
R30'
R30'
R30'
R30'
R30'
R30'
30' ADJACENT
RESIDENTIAL
BUFFER
PROPOSED
MAIL KIOSK
20' TYPE A OPAQUE
TRANSITIONAL BUFFER
S77°39'31"
W
209.18'
S77°39'31
"
W
284.00'
S77°39'31"
W
184.00'
N1
2
°
2
0
'
2
9
"
W
3
9
2
.
6
0
'
N77°39'31"
E
348.15'
N77°39'31
"
E
284.00'
N77°39'31
"
E
184.00'
STOP SIGN, TYP.
STOP SIGN, TYP.
24" WIDE STOP BAR, TYP.
24" WIDE STOP BAR, TYP.
ACCESSIBLE
PARKING SIGN,
TYP. SEE SHEET
C12.1 FOR DETAIL
425' STOPPING SIGHT DISTANCE
BLUE CLAY ROAD
SPEED LIMIT = 45 MPH
DESIGN SPEED = 50 MPH
18.65' FROM
R/W TO EOP
22' E/P-E/P
100' PROTECTED STEM
(75' TO FIRST FIRE HYDRANT)
10'x70' SIGHT
DISTANCE TRIANGLE
10'x70' SIGHT
DISTANCE
TRIANGLE
BLUE CLAY ROAD
RIGHT-OF-WAY
EXISTING GRAVEL DRIVEWAY
EXISTING GRAVEL DRIVEWAY
EXISTING GRAVEL DRIVEWAY
BERWICK DRIVE
BLUE CLAY ROAD
EXISTING EOP
VOR 1,670' RADIUS;
55' HEIGHT LIMITATION FOR
BUILDINGS WITHIN THIS AREA;
FAA APPROVAL REQUIRED
TYPICAL TRANSITION FROM
VALLEY CURB TO STANDARD
CURB.SEE DETAIL SHEET
C12.0 (APPLIES TO ALL
PARKING AREAS)
5-UNIT
TOWNHOME
P
H
A
S
E
2
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213
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180
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SCM 1
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63677
331
J. WALL
331
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9/30/2024
RE
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OV
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C3.0
1" = 100'
NA
D
8
3
0
SCALE 1"=100'
200'100'
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
ALL NEW HANOVER COUNTY, NCDEQ, AND NCDOT
STANDARDS, SPECIFICATIONS, AND DETAILS.
WATERMAIN
PR
O
P
E
R
T
Y
LI
N
E
10'
SINGLE 1" WATER SERVICE PER
CFPUA STD. (TYP)
SEWERMAIN
SINGLE 4" SEWER SERVICE PER
CFPUA STD. (TYP)
VARIES
PUBLIC UTILITY EASEMENT
R/W
SIDEWALK
TYPICAL SERVICE DETAIL
NOT TO SCALE
8''W
UTILITY LEGEND
PROPOSED WATER LINE
PROPOSED SEWER LINE
PROPOSED MANHOLE
FIRE HYDRANT
REDUCER
GATE VALVE
BLOWOFF ASSEMBLY
SAN
S
UTILITY NOTES
1.ALL WATER MAINS TO BE 8" DR18 C900 PVC PIPE WITH PUSH ON JOINTS UNLESS NOTED
OTHERWISE ON PLANS.
2.MINIMUM CLEAR COVER FOR ALL WATER PIPE SHALL BE 3 FEET.
3.ALL WATER METER SETTINGS SHALL BE LOCATED A MINIMUM OF 5 FEET FROM LOT
CORNER, UNLESS OTHERWISE NOTED.
4.ALL WATER SYSTEM WORK SHALL BE CONSTRUCTED PER NEW HANOVER COUNTY AND
CAPE FEAR PUBLIC UTILITY AUTHORITY DETAILS AND SPECIFICATIONS.
5.ALL GATE VALVES ARE TO BE LOCATED WITHIN UTILITY STRIP. GATE VALVES ARE NOT TO
BE LOCATED WITHIN PAVEMENT OR THE GUTTER PAN.
6.LANDSCAPING OR PARKING CANNOT BLOCK OR IMPEDE THE FDC OR FIRE HYDRANTS. A
3-FOOT CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF THE
HYDRANT AND FDC.
7.ADDITIONAL FIRE PROTECTION AND ACCESSIBILITY REQUIREMENTS MAY BE REQUIRED
DUE TO ANY SPECIAL CIRCUMSTANCES CONCERNING THE PROJECT.
8.NEW HYDRANTS MUST BE BROUGHT INTO SERVICE PRIOR TO COMBUSTIBLE MATERIALS
DELIVERED TO THE JOB SITE.
9.A BLOW-OFF VALVE IS REQUIRED AT THE TERMINUS OF ALL "DEAD END" WATER LINES.
10.ALL CONNECTIONS TO EXISTING WATER LINE AND BORES TO BE DONE ACCORDING TO
NEW HANOVER COUNTY AND CAPE FEAR PUBLIC UTILITY AUTHORITY SPECIFICATIONS.
11.TIE-INS ARE NOT TO BE MADE UNTIL THE NEW EXTENSION HAS COMPLETED THE
DISINFECTION REQUIREMENTS IN ACCORDANCE WITH CAPE FEAR PUBLIC UTILITY
AUTHORITY DESIGN STANDARDS AND SPECIFICATIONS AND COORDINATED WITH
UTILITIES.
12.CONDUCT WATERLINE CUT-IN OPERATIONS DURING NON-PEAK HOURS AND ALERT
AFFECTED PROPERTY OWNERS PRIOR TO WATERLINE SHUT OFF AND AFTER SERVICE IS
RESTORED.
13.ALL MAINS SHALL BE ADEQUATELY FLUSHED, PRESSURE TESTED, AND DISINFECTED IN
ACCORDANCE WITH THE COUNTY SPECIFICATIONS.
14.ALL WORK SHALL BE SUBJECT TO INSPECTION BY THE ENGINEER, NEW HANOVER
COUNTY AND CAPE FEAR PUBLIC UTILITY AUTHORITY THE N.C. DEPT. OF
ENVIRONMENTAL HEALTH AND NATURAL RESOURCES.
15.A PRECONSTRUCTION MEETING WITH CAPE FEAR PUBLIC UTILITY AUTHORITY MUST BE
SCHEDULED AT LEAST 48 HOURS PRIOR TO CONSTRUCTION OF WATER AND SEWER
LINES.
16.MINIMUM UTILITY SEPARATION SHALL BE MAINTAINED:
a.HORIZONTAL CLEARANCE OF 10 FEET BETWEEN SANITARY SEWER PIPES AND
WATER PIPES.
b.MINIMUM VERTICAL CLEARANCE OF 18" BETWEEN WATER PIPES AND SANITARY
SEWER PIPES.
c.MINIMUM VERTICAL CLEARANCE OF 12" BETWEEN WATER PIPES AND OTHER
UTILITIES.
d.WHERE VERTICAL CLEARANCE IS LESS THAN 18" BETWEEN SANITARY SEWER AND
WATER, OR WHERE SANITARY SEWER CROSSES ABOVE WATER MAIN, BOTH PIPES
SHALL BE DUCTILE IRON PIPE FOR A MINIMUM OF 10 FEET ON BOTH SIDES OF
CROSSING.
e.WHERE VERTICAL CLEARANCE IS LESS THAN 18" BETWEEN SANITARY SEWER AND
STORM DRAIN, SANITARY SEWER SHALL BE DUCTILE IRON PIPE FOR A MINIMUM OF
10 FEET ON BOTH SIDES OF CROSSING.
12.ALL SANITARY SEWER MAINS TO BE 8" UNLESS OTHERWISE INDICATED.
13.INSIDE DROPS SHALL BE PROVIDED FOR ANY SANITARY SEWER PIPE ENTERING A
MANHOLE 30" ABOVE THE MANHOLE INVERT. DROP MANHOLES SHALL BE 5' DIAMETER.
14.6" SANITARY LATERALS TIED INTO MANHOLES SHOULD HAVE THE PIPE CROWN
ELEVATION MATCHED TO THE MAIN LINE.
15.SANITARY SEWER MANHOLE AND CLEANOUT TOPS SHALL BE FLUSH TO FINISHED GRADE.
16.PROJECT TO BE BUILT TO CFPUA SPECIFICATIONS FOR WATER AND SEWER. A UTILITY
PLAN MUST BE SUBMITTED AND APPROVED BY ENGINEERING AND EMERGENCY
MANAGEMENT.
17.THE LOCATION OF THE PUMP STATION MAY REQUIRE ODOR CONTROL MEASURES.
18.SEWER GUARDS REQUIRED AT ALL MANHOLES. STAINLESS STEEL SEWER GUARDS
REQUIRED AT MANHOLES LOCATED IN TRAFFIC AREAS.
19.TOWN HOMES WILL BE SERVED BY 6" PRIVATE SEWER SERVICES. SERVICE PLAN TO BE
DEVELOPED AT THE TIME OF THE PRE-CONSTRUCTION MEETING.
20.TOWN HOMES WILL BE SERVED BY GANG METER SETUPS. PLAN TO BE DEVELOPED AT
THE TIME OF THE PRE-CONSTRUCTION MEETING.
21.ALL PROPOSED SANITARY SEWER MAINS ARE PUBLIC. MAINTENANCE ACCESS SHALL BE
PROVIDED TO CFPUA WITHIN PROPOSED PRIVATE RIGHT-OF-WAY.
1.FIRE HYDRANTS SHALL BE 18" FROM CENTERLINE OF
STEAMER CONNECTION TO FINISHED GRADE.
2.ALL FIRE HYDRANTS REQUIRE A 5" STORZ
CONNECTION ON THE STEAMER CONNECTION OF THE
HYDRANT.
3.FIRE HYDRANTS SHALL NOT BE OBSTRUCTED FROM
STREET VIEW BY LANDSCAPING OR OTHER UTILITIES
FOR A 3' RADIUS AROUND THE HYDRANT.
4.THERE SHALL BE UNOBSTRUCTED ACCESS TO THE
FIRE HYDRANT
FIRE HYDRANT NOTES
LEGEND
PROPERTY LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
UTILITY EASEMENT
EXISTING WETLANDS
NOTE:
UTILITY PLAN IS PROVIDED FOR PRELIMINARY DESIGN
REVIEW ONLY. DRY PERMIT IS IN PROGRESS WITH
CFPUA FOR HYDRAULIC MODELING REQUIREMENTS.
ONSITE WATER MAIN SIZE MAY CHANGE BASED ON
WATER MODEL RESULTS ONCE OBTAINED.
Docusign Envelope ID: 301BA5B9-4AD7-4B24-A43F-030FB7E75577
4/2/2025
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
47
4849
79
74
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
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E
50
'
R
/
W
(
P
R
I
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A
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E
)
COVE LANDING LANE
50' R/W (PRIVATE)
1'3'
31'
93
'
34'
99
'
20'
91
'
20'
20'
90
'
20'
20'
91
'
20'
34'
88
'
32'20'
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'
96
'
35'
9
1
'
20'
20
'
9
0
'
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'
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
'
2
0
'
91'
20
'
3
6
'
98'35
'
3
6
'
92'
3
5
'
99'8'
1
2
'
90'
20
'
2
0
'
91'
2
0
'
36'
99'
3
5
'
35
'
90'
35
'
91'
20
'
34'
90
'
34'
30
'
5'90'
35
'
35
'
20
'
93'
20
'
20
'
91'
20
'
89'
35
'
23
'
12
'
83'
35
'
83'
20
'
83'
20
'
20
'
83'
20
'
20
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83'
20
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20
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83'
20
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35
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84'
35
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35
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36
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20
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20
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20
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20
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94'
20
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20
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93'
35
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36
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85'
3'
18" RCP
INV=23.73
INV=22.86
INV=25.78
INV=25.72
18
R
C
P
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
12
"
R
C
P
INV=22.74
INV=23.23
INV=23.39
18
"
R
C
P
1
5
"
R
C
P
INV=24.26
INV=24.75
INV=23.99
INV=24.17
1
5
"
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
1
8
"
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
O
H
P
OH
P
OH
P
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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P
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WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
BL
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1
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9
5
'
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8
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MATCHLINE C3.1
MATCHLINE C3.2
2''W2''W2''W2''W
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
A
N
SA
N
SAN
SAN
SAN
SAN
SA
N
SA
N
SA
N
SA
N
S
A
N
SAN
SA
N
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W8''W8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''
W
8''
W
8''
W
8''
W
8'
'
W
8''
W
8''
W
8''
W
8'
'
W
2''
W
2''
W
2''
W
2''
W
2''
W
2''
W
2'
'
W
S
SA
N
S8''W
8''W
8''W
8''
W
8'
'
W
8''
W
8''W
8''W
8''W
8''W
8''W
8''W
8''
W
8'
'
W
8''
W
8" C-900 DR-18
WATER MAIN
8" C-900 DR-18
WATER MAIN
8" C-900 DR-18
WATER MAIN
8" C-900 DR-18
WATER MAIN
2" X 2" TEE
(2) 2" GV
8" X 8" TEE
MJ CAP W/ 2" NIPPLE
8" GV, 2" GV
TIE INTO EXISTING 8" WATERLINE
WITH 8"x8" CUT IN TEE W/ 2 GVS
EXISTING WATERLINE
BA
A
B
B
FIRE HYDRANT
ASSEMBLY, TYP.
FIRE HYDRANT
ASSEMBLY, TYP.
FIRE HYDRANT
ASSEMBLY, TYP.
FIRE HYDRANT
ASSEMBLY, TYP.
MH 26
MH 25
MH 31
MH 42
MH 23 (5' DIA.)
MH 22 (5' DIA.)
MH 30
MH 24
MH 40
MH 29
MH 38
MH 32
MH 41
MH 35
MH 37
MH 33
MH 34
MH 36
MH 43 (5' DIA.)
MH 39
B
B
FIRE HYDRANT
ASSEMBLY, TYP.
PUBLIC UTILITY
EASEMENT
8" C-900 DR-18
SANITARY SEWER LINE
8" C-900 DR-18
SANITARY SEWER LINE
8" C-900 DR-18
SANITARY SEWER LINE
8" C-900 DR-18
SANITARY SEWER LINE
PUBLIC UTILITY
EASEMENT
8" X 8" TEE
(2) 8" GV
FIRE HYDRANT
ASSEMBLY, TYP.
D
D
BLOW OFF ASSEMBLY
30' PUBLIC UTILITY
EASEMENT
B
MATCHLINE C3.1
MATCHLINE C3.3
P
H
A
S
E
2
P
H
A
S
E
1
PHA
S
E
2
PHA
S
E
1
PUBLIC DRAINAGE
EASEMENT
PUBLIC DRAINAGE
EASEMENT
PUBLIC DRAINAGE
EASEMENT
40' TEMPORARY
CONSTRUCTION EASEMENT
B
8" X 8" TEE
MJ CAP W/ 2" NIPPLE
8" GV
2" GV
PROPOSED 2" PVC
SDR-21 WATER MAIN
PROPOSED 2" PVC
SDR-21 WATER MAIN
8" C-900 DR-18
WATER MAIN
SAMPLING STATION
SEE CFPUA DETAIL W-8,
SHEET C12.3
(2) 8" GV
(2) 8" GV
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
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DRAWN BY
DATE
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2
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C3.1
1" = 50'
NA
D
8
3
SCALE 1"=50'
100'50'0
LEGEND
PROPERTY LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
UTILITY EASEMENT
EXISTING WETLANDS
8''W
UTILITY LEGEND
PROPOSED WATER LINE
PROPOSED SEWER LINE
PROPOSED MANHOLE
FIRE HYDRANT
REDUCER
GATE VALVE
BLOWOFF ASSEMBLY
SAN
S
UTILITY KEYNOTES LEGEND
11.25° MJ BEND
22.5° MJ BEND
22.5° + 11.25° MJ BEND
45° MJ BEND
A
B
C
D
NOTE:
PRIOR TO INSTALLATION OF 8"X8" CUT IN TEE,
CONTRACTOR SHALL CLOSE TWO NEAREST GATE
VALVES AND NOTIFY CFPUA AND AFFECTED
UTILITY CUSTOMERS FOR TIMING
Docusign Envelope ID: 301BA5B9-4AD7-4B24-A43F-030FB7E75577
4/2/2025
X
X
XX
X
X
X
X
147
119
103
146
118
102
145
117
101
160
144
116
100
159
143
115
99
158
142
114
98
157
141
113
97
156
140
112
96
155
139
111
95
154
138
110
94
153
137
109
93
152
136
108
92
151
123
107
91
150
122
106
90
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
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SCM 3
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(
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X
X
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WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
MATCHLINE C3.1
MATCHLINE C3.2
MA
T
C
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8''W
8''W
8''W
8''W
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8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
F
M
F
M
F
M
F
M
F
M
FM
FM
FM
FM
FM
FM
X
X
X
X
8" C-900 DR-18
WATER MAIN
8" C-900 DR-18
WATER MAIN
8" X 8" TEE
(2) 8" GV
8" X 8" TEE
(2) 8" GV
8" X 8" TEE
(2) 8" GV
8" C-900 DR-18
WATER MAIN
8" X 8" TEE
(2) 8" GV
FIRE HYDRANT
ASSEMBLY, TYP.PROPOSED PUMP STATION
2" CURB STOP
2" DOMESTIC WATER METER
2" RPZ ASSEMBLY
2" SDR 9 WATER SERVICE LINE
(2) 45° BENDS
PROPOSED 8" FORCEMAIN
(2) 45° BENDS
C
B
B
B
B
B
FIRE HYDRANT
ASSEMBLY, TYP.
FIRE HYDRANT
ASSEMBLY, TYP.
FIRE HYDRANT
ASSEMBLY, TYP.
MH 6 (5' DIA.)
DROP MANHOLE
MH 4 (5' DIA.)
WET WELL
SEE PUMP STATION PLANS
MH 17
MH 20
MH 22 (5' DIA.)
MH 16
MH 19
MH 5
MH 15MH 11
MH 2 (5' DIA.)
MH 3 (5' DIA.)
DROP MANHOLE
MH 13
MH 1 (5' DIA.)
PUBLIC UTILITY
EASEMENT
PUBLIC UTILITY
EASEMENT
PUBLIC UTILITY
EASEMENT
PUBLIC UTILITY
EASEMENT
PUBLIC UTILITY
EASEMENT
8" C-900 DR-18
SANITARY SEWER LINE
8" C-900 DR-18
SANITARY SEWER LINE
8" C-900 DR-18
SANITARY SEWER LINE
MATCHLINE C3.1
MATCHLINE C3.3
P
H
A
S
E
2
P
H
A
S
E
1
PH
A
S
E
2
P
H
A
S
E
1
INSTALL TEMPORARY BLOWOFF ASSEMBLY TO
ALLOW FOR TESTING AND RESTRAINING WATER
SERVICE WHEN PHASE 2 IS CONNECTED.
THE TEMPORARY BLOWOFF WILL BE REMOVED
DURING PHASE 2
INSTALL TEMPORARY BLOWOFF ASSEMBLY TO
ALLOW FOR TESTING AND RESTRAINING WATER
SERVICE WHEN PHASE 2 IS CONNECTED.
THE TEMPORARY BLOWOFF WILL BE REMOVED
DURING PHASE 2
INSTALL TEMPORARY BLOWOFF ASSEMBLY TO
ALLOW FOR TESTING AND RESTRAINING WATER
SERVICE WHEN PHASE 2 IS CONNECTED.
THE TEMPORARY BLOWOFF WILL BE REMOVED
DURING PHASE 2
SEE SHEET PS1.1 FOR CONTINUATION
8" X 8" TEE
(2) 8" GV
MANHOLE WITH AIR
RELEASE VALVE
MANHOLE WITH AIR
RELEASE VALVE
8" GATE VALVE
C
B
B
B
B
8" C-900 DR-18
WATER MAIN
8" C-900 DR-18
WATER MAIN
90°
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
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F
P
U
A
C
O
M
M
E
N
T
S
04
/
0
3
/
2
0
2
5
DE
T
A
I
L
E
D
U
T
I
L
I
T
Y
P
L
A
N
-
S
H
E
E
T
2
O
F
3
C3.2
1" = 50'
NA
D
8
3
SCALE 1"=50'
100'50'0
8''W
UTILITY LEGEND
PROPOSED WATER LINE
PROPOSED SEWER LINE
PROPOSED MANHOLE
FIRE HYDRANT
REDUCER
GATE VALVE
BLOWOFF ASSEMBLY
SAN
S
LEGEND
PROPERTY LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
UTILITY EASEMENT
EXISTING WETLANDS
UTILITY KEYNOTES LEGEND
11.25° BEND
22.5° BEND
22.5° + 11.25° BEND
45° BEND
A
B
C
D
Docusign Envelope ID: 301BA5B9-4AD7-4B24-A43F-030FB7E75577
4/2/2025
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
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
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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
'
92
'
90
'
90
'
90
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90
'
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
'
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
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34
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'
90'
20
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20
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20
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20
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20
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20
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34
'
25'
65'
34
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90
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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
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84'
20
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20
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20
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20
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20
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20
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35
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35
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35
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35
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20
'
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20
'
20
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20
'
20
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20
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35
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88'
9'
26
'
90'
35
'
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35
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20
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20
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20
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20
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20
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35
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25'
35
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39'
15
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40
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20
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20
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20
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10
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35
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35
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35
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20
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20
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20
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20
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20
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20
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18
'
18
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88'32
'
3'
15
'
39'
65'
40
'
90'
20
'
20
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90'
20
'
20
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20
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20
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35
'
35
'
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35
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35
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20
'
20
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20
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20
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20
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20
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17
'
18
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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
'
34'
34'
90
'
34'
90
'
20'
90
'
20'
15'5'
90
'
20'
20'
93
'
20'
36'
10
5
'
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
"
R
C
P
18
"
R
C
P
18" RCP
12
"
R
C
P
1
8
"
R
C
P
15
"
R
C
P
INV=21.25
INV=20.99
18
"
C
M
P
DI
RIM=25.94
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
INV=16.78
W
W
W
W
W
W
W
W
W
W
W
W
W
OH
P
OH
P
OH
P
OH
P
O
H
P
OH
P
OH
P
OH
P
OH
P
OH
P
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P
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P
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3
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T
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H
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W
8'
'
W
8'
'
W
8''
W
8''
W
8'
'
W
8'
'
W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
S
S
S
S
S
S
S
S
S
SA
N
S
A
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SAN
SAN
SAN
SAN
SAN
SAN
SAN
S
A
N
S
A
N
SA
N
SA
N
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W
8'
'
W
8'
'
W
8'
'
W
8''
W
8''W
8''W
S
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8'
'
W
8''
W
8'
'
W
8'
'
W
8'
'
W
8''
W
FM
FM
FM
FM
FM
FM
FM
FM
8" C-900 DR-18
WATER MAIN
8" C-900 DR-18
WATER MAIN
8" C-900 DR-18
WATER MAIN
8" X 8" TEE
(2) 8" GV
8" X 8" TEE
(2) 8" GV
8" X 8" TEE
(2) 8" GV
TIE INTO EXISTING 8" WATERLINE
WITH 8" TAPPING SLEEVE AND 8" GV
PROPOSED 8" FORCEMAIN
B
B
B
B
B
D
FIRE HYDRANT
ASSEMBLY, TYP.
FIRE HYDRANT
ASSEMBLY, TYP.
FIRE HYDRANT
ASSEMBLY, TYP.
FIRE HYDRANT
ASSEMBLY, TYP.
MH 6 (5' DIA.)
DROP MANHOLE
MH 5
MH 15MH 11
MH 7
MH 13
MH 14
MH 9
MH 10
PUBLIC UTILITY
EASEMENT
PUBLIC UTILITY
EASEMENT
PUBLIC UTILITY
EASEMENT
8" C-900 DR-18
SANITARY SEWER LINE
8" C-900 DR-18
SANITARY SEWER LINE
8" C-900 DR-18
SANITARY SEWER LINE
45° BEND
22.5° BEND
MATCHLINE C3.1
MATCHLINE C3.3
P
H
A
S
E
2
P
H
A
S
E
1
PHA
S
E
2
PHA
S
E
1
8" X 8" TEE
(2) 8" GV
SEE CONTINUATION OF OFFSITE
FORCEMAIN DESIGN ON SHEET PS1.5
MANHOLE WITH AIR
RELEASE VALVE
8" GATE VALVE
30' PUBLIC UTILITY AND
ACCESS EASEMENT
8" C-900 DR-18
WATER MAIN
B
(2) 45° BEND
45° BEND
10.73'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
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DRAWN BY
DATE
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DE
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A
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L
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D
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O
F
3
C3.3
1" = 50'
NA
D
8
3
SCALE 1"=50'
100'50'0
8''W
UTILITY LEGEND
PROPOSED WATER LINE
PROPOSED SEWER LINE
PROPOSED MANHOLE
FIRE HYDRANT
REDUCER
GATE VALVE
BLOWOFF ASSEMBLY
SAN
S
LEGEND
PROPERTY LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
UTILITY EASEMENT
EXISTING WETLANDS
UTILITY KEYNOTES LEGEND
11.25° BEND
22.5° BEND
22.5° + 11.25° BEND
45° BEND
A
B
C
D
Docusign Envelope ID: 301BA5B9-4AD7-4B24-A43F-030FB7E75577
4/2/2025
SANITARY SEWER TABLE (SANITARY SEWER)
STRUCTURE
UP
MH 1 (5' DIA.)
MH 2 (5' DIA.)
MH 3 (5' DIA.)
MH 4 (5' DIA.)
MH 5
MH 6 (5' DIA.)
MH 7
MH 9
MH 10
MH 11
MH 13
MH 14
MH 15
MH 16
MH 17
MH 19
MH 20
MH 22 (5' DIA.)
MH 23 (5' DIA.)
MH 24
MH 25
MH 26
MH 29
MH 30
MH 31
MH 32
MH 33
MH 34
MH 35
MH 36
MH 37
MH 38
MH 39
MH 40
MH 41
MH 42
MH 43 (5' DIA.)
WET WELL
HEIGHT
16.52'
14.29'
12.95'
13.26'
10.36'
10.67'
7.60'
6.16'
3.96'
8.55'
7.91'
5.90'
5.29'
7.57'
7.45'
6.34'
6.18'
13.98'
12.43'
11.34'
11.28'
10.25'
8.41'
8.39'
8.30'
7.32'
5.70'
6.71'
6.62'
5.35'
5.24'
5.41'
3.88'
8.30'
6.00'
6.00'
11.22'
16.75'
TOP
29.00
27.54
27.64
29.16
27.76
29.30
27.23
26.32
25.22
27.45
27.29
26.78
27.78
27.91
28.28
27.77
28.16
28.02
28.06
27.65
28.27
28.37
27.37
27.76
28.08
27.62
26.54
26.39
26.90
26.33
26.71
27.41
26.46
27.60
27.19
27.93
29.00
29.00
INV IN
12.58'
13.35'
13.35'
14.78'
18.57'
16.00'
17.50'
17.59'
18.74'
21.51'
19.73'
20.26'
19.00'
19.48'
20.44'
20.93'
21.53'
14.14'
15.73'
15.83'
16.41'
17.09'
17.09'
18.30'
19.06'
19.06'
19.48'
19.88'
20.40'
19.78'
20.38'
21.08'
21.56'
22.10'
20.86'
20.86'
12.25'
INLET PIPE
71 LF 8" DR-18 C900 PVC @ 0.95% (MH 2 (5' DIA.))
173 LF 8" DR-18 C900 PVC @ 0.40% (MH 22 (5' DIA.))
275 LF 8" DR-18 C900 PVC @ 0.48% (MH 3 (5' DIA.))
280 LF 8" DR-18 C900 PVC @ 0.40% (MH 4 (5' DIA.))
177 LF 8" DR-18 C900 PVC @ 1.00% (MH 16)
348 LF 8" DR-18 C900 PVC @ 0.40% (MH 5)
284 LF 8" DR-18 C900 PVC @ 0.40% (MH 6 (5' DIA.))
326 LF 8" DR-18 C900 PVC @ 0.40% (MH 11)
224 LF 8" DR-18 C900 PVC @ 0.40% (MH 7)
245 LF 8" DR-18 C900 PVC @ 0.40% (MH 15)
106 LF 8" DR-18 C900 PVC @ 0.40% (MH 9)
248 LF 8" DR-18 C900 PVC @ 0.40% (MH 10)
94 LF 8" DR-18 C900 PVC @ 0.40% (MH 13)
348 LF 8" DR-18 C900 PVC @ 0.40% (MH 14)
96 LF 8" DR-18 C900 PVC @ 0.40% (MH 17)
124 LF 8" DR-18 C900 PVC @ 0.40% (MH 19)
110 LF 8" DR-18 C900 PVC @ 0.40% (MH 20)
372 LF 8" DR-18 C900 PVC @ 0.40% (MH 23 (5' DIA.))
145 LF 8" DR-18 C900 PVC @ 0.40% (MH 24)
210 LF 8" DR-18 C900 PVC @ 1.65% (MH 40)
146 LF 8" DR-18 C900 PVC @ 0.40% (MH 25)
278 LF 8" DR-18 C900 PVC @ 0.40% (MH 26)
123 LF 8" DR-18 C900 PVC @ 0.56% (MH 43 (5' DIA.))
167 LF 8" DR-18 C900 PVC @ 0.40% (MH 29)
155 LF 8" DR-18 C900 PVC @ 0.40% (MH 34)
79 LF 8" DR-18 C900 PVC @ 0.40% (MH 30)
75 LF 8" DR-18 C900 PVC @ 0.40% (MH 31)
105 LF 8" DR-18 C900 PVC @ 0.40% (MH 32)
109 LF 8" DR-18 C900 PVC @ 0.40% (MH 33)
125 LF 8" DR-18 C900 PVC @ 0.40% (MH 35)
103 LF 8" DR-18 C900 PVC @ 0.59% (MH 36)
97 LF 8" DR-18 C900 PVC @ 0.40% (MH 37)
110 LF 8" DR-18 C900 PVC @ 0.40% (MH 38)
121 LF 8" DR-18 C900 PVC @ 0.40% (MH 39)
83 LF 8" DR-18 C900 PVC @ 0.40% (MH 41)
184 LF 8" DR-18 C900 PVC @ 0.58% (MH 42)
25 LF 8" DR-18 C900 PVC @ 0.88% (MH 1 (5' DIA.))
INV OUT
12.48'
13.25'
14.68'
15.90'
17.39'
18.63'
19.63'
20.16'
21.25'
18.90'
19.38'
20.87'
22.49'
20.34'
20.83'
21.43'
21.97'
14.04'
15.63'
16.31'
16.99'
18.20'
18.96'
19.38'
19.78'
20.30'
20.84'
19.68'
20.28'
20.98'
21.47'
22.00'
22.58'
19.30'
21.19'
21.93'
17.78'
OUTLET PIPE
25' LF 8" DR-18 C900 PVC @ 0.88% (WET WELL)
71' LF 8" DR-18 C900 PVC @ 0.95% (MH 1 (5' DIA.))
275' LF 8" DR-18 C900 PVC @ 0.48% (MH 2 (5' DIA.))
280' LF 8" DR-18 C900 PVC @ 0.40% (MH 3 (5' DIA.))
348' LF 8" DR-18 C900 PVC @ 0.40% (MH 4 (5' DIA.))
284' LF 8" DR-18 C900 PVC @ 0.40% (MH 5)
224' LF 8" DR-18 C900 PVC @ 0.40% (MH 6 (5' DIA.))
106' LF 8" DR-18 C900 PVC @ 0.40% (MH 7)
248' LF 8" DR-18 C900 PVC @ 0.40% (MH 9)
326' LF 8" DR-18 C900 PVC @ 0.40% (MH 5)
94' LF 8" DR-18 C900 PVC @ 0.40% (MH 11)
348' LF 8" DR-18 C900 PVC @ 0.40% (MH 13)
245' LF 8" DR-18 C900 PVC @ 0.40% (MH 6 (5' DIA.))
177' LF 8" DR-18 C900 PVC @ 1.00% (MH 3 (5' DIA.))
96' LF 8" DR-18 C900 PVC @ 0.40% (MH 16)
124' LF 8" DR-18 C900 PVC @ 0.40% (MH 17)
110' LF 8" DR-18 C900 PVC @ 0.40% (MH 19)
173' LF 8" DR-18 C900 PVC @ 0.40% (MH 2 (5' DIA.))
372' LF 8" DR-18 C900 PVC @ 0.40% (MH 22 (5' DIA.))
145' LF 8" DR-18 C900 PVC @ 0.40% (MH 23 (5' DIA.))
146' LF 8" DR-18 C900 PVC @ 0.40% (MH 24)
278' LF 8" DR-18 C900 PVC @ 0.40% (MH 25)
167' LF 8" DR-18 C900 PVC @ 0.40% (MH 26)
79' LF 8" DR-18 C900 PVC @ 0.40% (MH 29)
75' LF 8" DR-18 C900 PVC @ 0.40% (MH 30)
105' LF 8" DR-18 C900 PVC @ 0.40% (MH 31)
109' LF 8" DR-18 C900 PVC @ 0.40% (MH 32)
155' LF 8" DR-18 C900 PVC @ 0.40% (MH 29)
125' LF 8" DR-18 C900 PVC @ 0.40% (MH 34)
103' LF 8" DR-18 C900 PVC @ 0.59% (MH 35)
97' LF 8" DR-18 C900 PVC @ 0.40% (MH 36)
110' LF 8" DR-18 C900 PVC @ 0.40% (MH 37)
121' LF 8" DR-18 C900 PVC @ 0.40% (MH 38)
210' LF 8" DR-18 C900 PVC @ 1.65% (MH 23 (5' DIA.))
83' LF 8" DR-18 C900 PVC @ 0.40% (MH 40)
184' LF 8" DR-18 C900 PVC @ 0.58% (MH 40)
123' LF 8" DR-18 C900 PVC @ 0.56% (MH 25)
REFER TO PUMP STATION PLANS FOR WET WELL DETAILS
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
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DRAWN BY
DATE
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63677
331
J. WALL
331
PR
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S
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9/30/2024
RE
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S
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D
U
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E
C3.4
1" = 50'
NOTE:
·MANHOLES DESIGNATED WITH AN ASTERISK (*)
INDICATE A WETLAND SENSITIVE MANHOLE. SEE NOTES
FOR WETLAND SENSITIVE MANHOLE INFORMATION -
THIS SHEET.
·MANHOLES DESIGNATED WITH A CARET (^) INDICATE A
POLYCRETE MANHOLE.
*
^
^
^^
^
^
*
^
^
Docusign Envelope ID: 301BA5B9-4AD7-4B24-A43F-030FB7E75577
4/2/2025
2''W
2''W
2''W
2''W
S
S
S
S
S
S
S
S
S
S
S
S
SA
N
S
A
N
SAN
SAN
SAN
SA
N
SA
N
SA
N
SAN
SA
N
8''W 8''W
8''W
8''W
8''W 8''W
8''W
8''
W
8''
W
8''
W
8''
W
8''W
8''W
8''W
8''W
8''W 8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
2''W
2''W
2''W
2''W
2''W
2''W
2''W
S
8''W
8''W
8''W
8''W
8''
W
8'
'
W
INV=23
.
2
3
INV=2
3
.
3
9
18
"
R
C
P
15
"
R
C
P
INV=24
.
2
6
INV=24
.
7
5
INV=2
4
.
1
7
W
W
W
W
W
W
OH
P
OH
P
OH
P
OH
P
OH
P
WETL
A
N
D
S
WETL
A
N
D
S
28
28
28
28
29
29
28
28
27
27
27
28
2827
28
23
27
28
24
27
25 29
27
28
86
73
72
71
70
69
68
67
66
1
52
2
53
3
54
55
56
57
23
58
24
51
59
25
26
27
78
28
77
29
76
30
75
50
62
63
64
65
OS #2
AMENITY AREA
(DESIGN UNDER SEPARATE COVER)
33
32
31
37
36
35
34
45
46
47
48
49
79
74
1'3'
31'
93'
34'
99'
20'
91'
20'
20'
90'
20'
20'
91'
20'
34'
88'
32'
20'
35
'
94'
35
'
91'
12
'
9'
20
'
90'
20
'
20
'
90'35'
90
'
35'
93
'
20'
91'
20'
20'
93
'
20'
20'
97'
20'
47'
53
'
27'
43'
8'
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
'
35
'
90'
35
'
90'
20
'
90'
20
'
20
'
90'
20
'
35
'
90'
35
'
35'
9
4
'
35'
9
0
'
20'
20'
9
0
'
20'
20'
9
1
'
20'
20'
9
3
'
35'
31'
19'
8
1
'
23'
28'98'
35
'
85'
20'
94'
20
'
20'
92'
20
'
65
'
39'14'
90
'
20'
90
'
20'
90
'
20'
90
'
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
'
34'
90
'
30
'
5'
90'
35
'
23
'
35
'
83'
35
'
85'
36
'
93'
20
'
94'
20
'
3'
9+69.69 10+00 11+00
12+00
13+00
1
4
+
0
0
1
5
+
0
0
16+
0
0
17+00
18+00
19+00
20+0
0
21+
0
0
22
+
0
0
23
+
0
0
S
S
S
S
S S
S
S
S
S
S
S
S
SA
N
S
A
N
SAN
SAN
SAN
SA
N
SA
N
SA
N
SAN
SA
N
CB 1010
CB 1009
CB 1011 CB 1020
CB 1018
CB 1017
CB 1019
CB 1008
GTI 1016
CB 1012
CB 1015
CB 1021
DI 1022
18" ADS HP
24" ADS HP
24" ADS HP
24" ADS HP
30
"
A
D
S
H
P
30" ADS HP
15" ADS HP
15
"
A
D
S
H
P
1
8
"
A
D
S
H
P
18" A
D
S
H
P
15" ADS HP
18" ADS HP
GTI 2008
CB 2007
CB 2017
CB 2016
CB 2012
CB 2011
CB 2002
CB 2015
CB 2014
DI 2009
CB 2006
CB 2005
CB 2004
CB 2003
DI 2013
DI 2010
18" ADS HP
36" AD
S
H
P
4
2
"
A
D
S
H
P
42
"
A
D
S
H
P
15" ADS HP
24" ADS HP 30" ADS HP
36" ADS HP
18" ADS HP
24" ADS HP
24" ADS HP
30" ADS HP
30" ADS HP
15" ADS HP
15" ADS HP
15" ADS HP
MH 26
MH 43 (5' DIA.)
MH 25
MH 42
MH 31
MH 23 (5' DIA.)
MH 30
MH 24
MH 40
MH 29
MH 32
MH 33
MH 34
ENDWALL 4
(PER NCDOT STD
DETAIL 838.01)
ENDWALL 3
(PER NCDOT STD
DETAIL 838.01)
ENDWALL 1
(PER NCDOT STD
DETAIL 838.80-MOD.)
ENDWALL 2
(PER NCDOT STD
DETAIL 838.80-MOD.)
BYPASS NETWORK 1
DUAL 42" CLASS V RCP. SEE
PROFILE ON SHEET C9.3
BYPASS NETWORK 2
18" ADS HP. SEE PROFILE
ON SHEET C9.3.
PPES 100
PPES 101
18" CLASS
V RCP
SEE PROFILE ON
SHEET C9.3
BL
U
E
C
L
A
Y
R
O
A
D
-
S
.
R
.
1
3
1
8
60
'
P
U
B
L
I
C
R
/
W
CB 2015A
18" ADS HP
8"x8" TEE
MJ CAP W/ 2" NIPPLE
8" GV, 2" GV
PROPOSED 2"
PVC SDR-21
WATER MAIN
PROPOSED 2"
PVC SDR-21
WATER MAIN
SAMPLING STATION
SEE CFPUA DETAIL W-8,
SHEET C12.3
16.5'8" X 8" TEE
(2) 8" GV
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
BLUE BAY ROAD PROFILE - STA. 10+00 TO STA. 21+25
5
10
15
20
25
30
35
40
45
5
10
15
20
25
30
35
40
45
27
.
6
27
.
0
26
.
9
26
.
9
26
.
9
28
.
7
27
.
8
27
.
4
27
.
5
27
.
0
27
.
3
27
.
3
27
.
3
26
.
9
24
.
6
26
.
2
27
.
0
27
.
5
27
.
4
27
.
2
27
.
2
26
.
8
26
.
7
26
.
9
27
.
6
3
26
.
9
6
26
.
9
0
26
.
9
0
26
.
8
7
28
.
7
2
27
.
7
5
27
.
3
6
27
.
4
6
26
.
9
9
27
.
2
8
27
.
3
2
27
.
3
0
26
.
9
4
24
.
6
3
26
.
1
9
26
.
9
6
27
.
5
2
27
.
4
2
27
.
2
4
27
.
2
0
26
.
8
5
26
.
7
4
26
.
9
4
9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 21+50
50' VC
K = 50.00
A.D. = 1.00%
PVI ELEV = 27.26
PVI STA = 11+24.50
LOW POINT STA = 11+24.50
LOW POINT ELEV = 27.33
BV
C
S
=
1
0
+
9
9
.
5
0
BV
C
E
=
2
7
.
3
9
EV
C
S
=
1
1
+
4
9
.
5
0
EV
C
E
=
2
7
.
3
9
50' VC
K = 30.38
A.D. = 1.65%
PVI ELEV = 27.13
PVI STA = 15+04
LOW POINT STA = 14+94.05
LOW POINT ELEV = 27.22
BVCS = 14+79.00
BVCE = 27.25
EVCS = 15+29.00
EVCE = 27.42
50' VC
K = 45.32
A.D. = 1.10%
PVI ELEV = 27.44
PVI STA = 20+88
LOW POINT STA = 20+85.66
LOW POINT ELEV = 27.51
BV
C
S
=
2
0
+
6
3
.
0
0
BV
C
E
=
2
7
.
5
7
EV
C
S
=
2
1
+
1
3
.
0
0
EV
C
E
=
2
7
.
6
0
50' VC
K = 50.24
A.D. = -1.00%
PVI ELEV = 28.14
PVI STA = 13+00
HIGH PT STA = 13+00.12
HIGH POINT ELEV = 28.08
BV
C
S
=
1
2
+
7
5
.
0
0
BV
C
E
=
2
8
.
0
2
EV
C
S
=
1
3
+
2
5
.
0
0
EV
C
E
=
2
8
.
0
2
50' VC
K = 30.30
A.D. = -1.65%
PVI ELEV = 29.38
PVI STA = 17+00
HIGH PT STA = 17+09.85
HIGH POINT ELEV = 29.30
BV
C
S
=
1
6
+
7
5
.
0
0
BV
C
E
=
2
9
.
1
0
EV
C
S
=
1
7
+
2
5
.
0
0
EV
C
E
=
2
9
.
2
6
0.00%-0.50%0.50%-0.50%1.15%-0.50%PV
I
S
T
A
=
9
+
6
9
.
6
9
PV
I
E
L
E
V
=
2
8
.
0
0
PV
I
S
T
A
=
9
+
7
7
.
0
3
PV
I
E
L
E
V
=
2
8
.
0
0
27 LF
18" ADS HP
@ 0.48%
32 LF
24" ADS HP
@ 0.51%
70 LF
18" ADS HP
@ 0.36%
DUAL 42" 62.2 LF
CLASS V RCP
@ 0.48%
50 LF
18" CLASS V RCP
@ 0.50%
TIE INTO EXISTING
8" WATERLINE WITH
8"x8" CUT IN TEE W/
2 GVS
27 LF
24" ADS HP
@ 0.63%
MH 32
TOP 27.62
INV IN 20.40 (33-32)
INV OUT 20.30 (32-31)
105 LF
8" DR-18 C900 PVC
@ 0.40% (PUBLIC)
MH 31
TOP 28.08
INV IN 19.88 (32-31)
INV OUT 19.78 (31-30)
75 LF
8" DR-18 C900 PVC
@ 0.40% (PUBLIC)
MH 30
TOP 27.76
INV IN 19.48 (31-30)
INV OUT 19.38 (30-29)
79 LF
8" DR-18 C900 PVC
@ 0.40% (PUBLIC)
MH 29
TOP 27.37
INV IN 19.06 (34-29)
INV IN 19.06 (30-29)
INV OUT 18.96 (29-26)
167 LF
8" DR-18 C900 PVC
@ 0.40% (PRIVATE)
MH 26
TOP 28.37
INV IN 18.30 (29-26)
INV OUT 18.20 (26-25)
278 LF
8" DR-18 C900 PVC
@ 0.40% (PUBLIC)
MH 25
TOP 28.27
INV IN 17.09 (26-25)
INV IN 17.09 (43-25)
INV OUT 16.99 (25-24)
146 LF
8" DR-18 C900 PVC
@ 0.40% (PUBLIC)
MH 24
TOP 27.65
INV IN 16.41 (25-24)
INV OUT 16.31 (24-23)
145 LF
8" DR-18 C900 PVC
@ 0.40% (PUBLIC)
FIRE HYDRANT
ASSEMBLY
PROPOSED 8" DR-18
C900 PVC WATERLINE
8"x8" TEE
MJ CAP W/ 2" NIPPLE
8" GV, 2" GV
(4) 8"x45° VERTICAL
BENDS. CONTRACTOR
SHALL PROVIDE THRUST
RESTRAINTS AS REQUIRED.
8"x22.5°
BEND
8"x8" TEE
(2) 8" GV
8"x22.5° BEND 8"x11.25°
BEND
8"x45°
BEND
8"x8" TEE
(2) 8" GV
PROPOSED GRADE
EXISTING GROUND
33"
3' MIN. COVER
18"
33"
66.6"
18"
83.9"
73.8"
16.6"
13.7"
CB 1009
TOP 27.40
INV IN 23.15 (1010-1009)
INV OUT 23.15 (1009-1008)
CB 1010
TOP 27.39
INV IN 23.53 (1011-1010)
INV OUT 23.28 (1010-1009)
CB 1017
TOP 27.20
INV IN 22.34 (1018-1017)
INV OUT 22.34 (1017-1016)
CB 1018
TOP 27.28
INV IN 22.50 (1019-1018)
INV OUT 22.50 (1018-1017)
FIRE HYDRANT
ASSEMBLY
CB 2015A
TOP 27.60
INV OUT 23.85 (2015A-2015)
8 LF
18" ADS HP
@ 0.50%
CB 2015
TOP 27.60
INV IN 23.81 (2015A-2015)
INV OUT 23.31 (2015-2014)
CB 2014
TOP 27.60
INV IN 23.14 (2015-2014)
INV OUT 23.14 (2014-2013)
18"
(4) 8"x45° VERTICAL
BENDS. CONTRACTOR
SHALL PROVIDE THRUST
RESTRAINTS AS REQUIRED.
(4) 8"x45° VERTICAL
BENDS. CONTRACTOR
SHALL PROVIDE THRUST
RESTRAINTS AS REQUIRED.
FIRE HYDRANT
ASSEMBLY
8"
GV 8"
GV
18"
(4) 8"x45° VERTICAL
BENDS. CONTRACTOR
SHALL PROVIDE THRUST
RESTRAINTS AS REQUIRED.
SCALE 1"=50'
100'50'0
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
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C7.0
H: 1" = 50'
V: 1" = 5'
PROFILE SCALE
0
0
50
5
SITE BOUNDARY
8"x8" TEE
(2) 8" GV
8"x8" CUT IN
TEE W/ 2 GVS
8"x22.5°
BEND
FIRE HYDRANT
ASSEMBLY
8"x11.25°
BEND
(2) 8"x45°
BENDS
PROPOSED 8"
DR-19 C900 PVC
WATERLINE, TYP.
PROPOSED 8" DR-18 C900 PVC
SANITARY SEWER LINE, TYP.
FIRE HYDRANT
ASSEMBLY
10' PUBLIC UTILITY
EASEMENT
BLUE BAY ROAD
BLUE BAY ROAD
BL
U
E
L
A
G
O
O
N
R
U
N
BLU
E
L
A
G
O
O
N
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L
A
N
D
I
N
G
L
A
N
E
ENDWALL 6
(PER NCDOT STD
DETAIL 838.80-MOD.)
BYPASS NETWORK 3
DUAL 42" ADS HP. SEE
PROFILE ON SHEET C9.3
MA
T
C
H
L
I
N
E
S
T
A
2
1
+
2
5
-
S
E
E
S
H
E
E
T
C
7
.
1
JUNCTION BOX 1. SEE
DETAIL ON SHEET C12.8
SA
N
D
Y
S
H
O
R
E
S
PL
A
C
E
HARBO
R
M
I
S
T
L
A
N
E
LEGEND
PROPERTY LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
UTILITY EASEMENT
EXISTING WETLANDS
10' PUBLIC UTILITY EASEMENT, TYP.
8"x22.5° BEND
MATCHLINE C7.2MATCHLINE C7.2
(2) 8" GV
NOTE:
PRIOR TO INSTALLATION OF 8"X8" CUT IN TEE, CONTRACTOR SHALL CLOSE TWO NEAREST
GATE VALVES AND NOTIFY CFPUA AND AFFECTED UTILITY CUSTOMERS FOR TIMING
Docusign Envelope ID: 301BA5B9-4AD7-4B24-A43F-030FB7E75577
4/2/2025
2''
W
2''
W
2''
W
S
S
S
S
S
S
S
S
S
SAN
SAN
SAN
SAN SAN
SA
N
SA
N
SAN
SAN
SAN
SAN
SA
N
8''
W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W 8''W 8''W 8''W 8''W 8''W 8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
S
8''
W
8''
W
8''
W
8''W
8'
'
W
8''
W
8''
W
8''
W
8''
W
8''
W
FM
FM
FM
FM
FM
FM
X
X
X
X
W
E
T
L
A
N
D
S
W
E
T
L
A
N
D
S
W
E
T
L
A
N
D
S
282828
28
282828
28
28
2
8
29
2
9
28
28
29
19
27
27
X
X X
X
X
1038710286
101
73
100
72
99
71
98
141
97
140
96
139
95
138
94
137
93
136
108
92
107
91
106
90
105
89
104
88
82 83 84 85
263 261
81
260 259
78
77
76
75
80
62 63 64 65
OS #2
130
125
OS #4
124
135134133132131
262
79
74
SC
M
3
90
'
35'
90
'
90
'
20'
90
'
20'
90
'
35'
20'
31'
19'
81'
23'
28'
98
'
35'
85
'
20'
94
'
20'
20'
92
'
20'
65'
3
9
'
14
'90'
39
'
20
'
90'
20
'
20
'
90'
20
'
20
'
90'
20
'
94
'
35'
94
'
20'
93
'
20'20'
92
'
20'35'
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
'
86
'
35'20'20'20'
11
2
'
20'
10
7
'
35'
86
'
90
'
35'
90
'
35'
90
'
20'
20'
90
'
20'
20'20'
90
'
20'
20'
90
'
20'
35'
90
'
35'
34'
90
'
34'
90
'
20'
20'
90
'
20'
20'
90
'
20'
20'
90
'
3'31'
34'
90
'
24
'
10
'
34
'
20
'
20
'
20
'
14
'
6'
34
'
34
'
90'
34
'
34
'
20
'
90'
90'
90'
90'
89'
87'
83'
34
'
90'
34
'
30'5'
90
'
35'
35'20'
93
'
20'20'
91
'
20'
89
'
35'
23'12'
83
'
35'
83
'
20'
83
'
20'
20'
83
'
20'
20'
83
'
20'
20'
83
'
20'
35'
84
'
35'
X
X
X
X
32+92.78
2
0
+
0
0
21+
0
0
22+00
23+00
24+00 25+00 26+00 27+00 28+00
29+00
30+00
31+00
32+00 S
S
S
S
S
S
S
S
S
SAN
SAN
SAN
SAN
SA
N
SA
N
SAN
SAN
SAN
SAN
SA
N
CB 2007
CB 2017
CB 2016
CB 2015
CB 2001
36
"
A
D
S
H
P
42"
A
D
S
H
P
15" ADS HP
15" ADS HP
MH 4 (5' DIA.)
MH 23 (5' DIA.)
MH 22 (5' DIA.)
MH 2 (5' DIA.)
MH 24
MH 3 (5' DIA.)
DROP MANHOLE
MH 1 (5' DIA.)
8"
D
R
-
1
8
C
9
0
0
P
V
C
CB 3008
CB 3007
CB 3002
CB 3009
CB 3010
CB 3003
DI 3012
CB 3004
GTI 3006
CB 3005
MH 3001
DI 3011
FES 3000
24" ADS HP
24" ADS HP
24" ADS HP
30" ADS HP
30" ADS HP
30" ADS HP
30" ADS HP 36
"
A
D
S
H
P
36" ADS HP
15" ADS HP
15" ADS HP
CB 2102 CB 2103
CB 2104
MH 2101
FES 2100
24
"
A
D
S
H
P
18" ADS HP
15" ADS HP
24" ADS HP
CB 2015A
PHASE 1
PHASE 2
18" ADS HP
PROPOSED 8" C-900
SDR-21 WATER MAIN
SAN
18" ADS HP
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
BLUE BAY ROAD PROFILE - STA. 21+25 TO STA. 32+92.78
5
10
15
20
25
30
35
40
45
5
10
15
20
25
30
35
40
45
2
6
.
7
2
6
.
9
2
6
.
6
2
6
.
9
2
7
.
5
2
7
.
3
2
7
.
2
2
6
.
9
2
7
.
2
2
7
.
4
2
7
.
4
2
7
.
0
2
7
.
2
2
7
.
2
2
6
.
7
2
5
.
9
2
6
.
6
2
7
.
3
2
7
.
5
2
7
.
3
27
.
1
2
7
.
2
2
7
.
6
2
7
.
5
2
7
.
3
27
.
5
4
27
.
8
2
28
.
0
1
27
.
8
6
28
.
1
6
28
.
4
0
28
.
2
3
27
.
9
8
27
.
7
7
28
.
0
3
28
.
1
5
27
.
9
0
27
.
6
5
27
.
7
0
27
.
9
5
28
.
2
0
28
.
2
0
27
.
9
5
27
.
7
0
27
.
5
0
27
.
7
3
28
.
0
6
28
.
4
0
28
.
7
4
29
.
2
6
21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 32+92.78
MH 4 (5' DIA.)
TOP 29.16
INV IN 16.00 (5-4)
INV OUT 15.90 (4-3)
280 LF
8" DR-18 C900 PVC
@ 0.40% (PUBLIC)
MH 3 (5' DIA.)
DROP MANHOLE
TOP 27.64
INV IN 14.78 (4-3)
INV IN 18.57 (16-3)
INV OUT 14.68 (3-2)
275 LF
8" DR-18 C900 PVC
@ 0.48% (PUBLIC)
MH 2 (5' DIA.)
TOP 27.54
INV IN 13.35 (22-2)
INV IN 13.35 (3-2)
INV OUT 13.25 (2-1)
173 LF
8" DR-18 C900 PVC
@ 0.40% (PUBLIC)
MH 22 (5' DIA.)
TOP 28.02
INV IN 14.14 (23-22)
INV OUT 14.04 (22-2)
372 LF
8" DR-18 C900 PVC
@ 0.40% (PUBLIC)
145 LF
8" DR-18 C900 PVC
@ 0.40% (PUBLIC)
MH 23 (5' DIA.)
TOP 28.06
INV IN 15.73 (24-23)
INV IN 15.83 (40-23)
INV OUT 15.63 (23-22)
50' VC
K = 36.22
A.D. = 1.38%
PVI ELEV = 27.75
PVI STA = 22+35
LOW POINT STA = 22+37.17
LOW POINT ELEV = 27.84
BV
C
S
=
2
2
+
1
0
.
0
0
BV
C
E
=
2
7
.
9
4
EV
C
S
=
2
2
+
6
0
.
0
0
EV
C
E
=
2
7
.
9
1
50' VC
K = 50.00
A.D. = 1.00%
PVI ELEV = 27.55
PVI STA = 27+20
LOW POINT STA = 27+20.00
LOW POINT ELEV = 27.61
BVCS = 26+95.00
BVCE = 27.68
EVCS = 27+45.00
EVCE = 27.68
55' VC
K = 46.91
A.D. = 1.17%
PVI ELEV = 27.42
PVI STA = 30+55
LOW POINT STA = 30+50.96
LOW POINT ELEV = 27.50
BVCS = 30+27.50
BVCE = 27.56
EVCS = 30+82.50
EVCE = 27.61
50' VC
K = 40.54
A.D. = 1.23%
PVI ELEV = 27.70
PVI STA = 25+05
LOW POINT STA = 25+00.27
LOW POINT ELEV = 27.77
BVCS = 24+80.00
BVCE = 27.83
EVCS = 25+30.00
EVCE = 27.88
50' VC
K = 44.23
A.D. = -1.13%
PVI ELEV = 28.48
PVI STA = 23+50
HIGH PT STA = 23+52.88
HIGH POINT ELEV = 28.41
BVCS = 23+25.00
BVCE = 28.32
EVCS = 23+75.00
EVCE = 28.35
50' VC
K = 50.00
A.D. = -1.00%
PVI ELEV = 28.32
PVI STA = 28+75
HIGH PT STA = 28+75.00
HIGH POINT ELEV = 28.26
BVCS = 28+50.00
BVCE = 28.20
EVCS = 29+00.00
EVCE = 28.20
50' VC
K = 40.54
A.D. = -1.23%
PVI ELEV = 28.25
PVI STA = 25+80
HIGH PT STA = 25+84.73
HIGH POINT ELEV = 28.18
BV
C
S
=
2
5
+
5
5
.
0
0
BV
C
E
=
2
8
.
0
7
EV
C
S
=
2
6
+
0
5
.
0
0
EV
C
E
=
2
8
.
1
3
-0.50%0.60%-0.75%0.63%-0.50%0.73%-0.50%0.50%
2.00%
0.67%
PVI STA = 21+92.02
PVI ELEV = 28.07
PVI STA = 32+92.78
PVI ELEV = 29.26
PVI STA = 32+75.00
PVI ELEV = 28.90
CB 2102
TOP 28.40
INV IN 23.30 (2103-2102)
INV OUT 22.80 (2102-2101)
175 LF
18" ADS HP
@ 0.47%
CB 2103
TOP 27.85
INV IN 24.38 (2104-2103)
INV OUT 24.13 (2103-2102)CB 3009
TOP 27.70
INV IN 23.78 (3010-3009)
INV OUT 23.28 (3009-3008)
169 LF
24" ADS HP
@ 0.40%
CB 3008
TOP 28.33
INV IN 22.60 (3009-3008)
INV IN 23.14 (3012-3008)
INV OUT 22.60 (3008-3007)
84 LF
24" ADS HP
@ 0.40%
CB 3007
TOP 27.97
INV IN 22.26 (3008-3007)
INV OUT 22.26 (3007-3006)
CB 3003
TOP 27.59
INV IN 21.18 (3004-3003)
INV OUT 21.18 (3003-3002)
53 LF
30" ADS HP
@ 0.40%
CB 3002
TOP 27.86
INV IN 20.97 (3003-3002)
INV OUT 20.47 (3002-3001)
46 LF
24" ADS HP
@ 0.39%
GTI 3006
TOP 27.36
INV IN 22.08 (3007-3006)
INV OUT 21.58 (3006-3005)
27 LF
30"
ADS HP
@ 0.41%
CB 3005
TOP 27.36
INV IN 21.47 (3006-3005)
INV OUT 21.47 (3005-3004)
46 LF
30" ADS HP
@ 0.39%
CB 3004
TOP 27.56
INV IN 24.05 (3011-3004)
INV IN 21.29 (3005-3004)
INV OUT 21.29 (3004-3003)
27 LF
15" ADS HP
@ 0.48%
67 LF
42" CLASS V O-RING RCP
@ 0.43%
73 LF
42" CLASS V O-RING RCP
@ 0.40%
(2) 8"x45° VERTICAL
BENDS. CONTRACTOR
SHALL PROVIDE THRUST
RESTRAINTS AS REQUIRED.
(2) 8"x45° VERTICAL
BENDS. CONTRACTOR
SHALL PROVIDE
THRUST RESTRAINTS
AS REQUIRED.
(4) 8"x45° VERTICAL
BENDS. CONTRACTOR
SHALL PROVIDE THRUST
RESTRAINTS AS REQUIRED.
(4) 8"x45° VERTICAL
BENDS. CONTRACTOR
SHALL PROVIDE THRUST
RESTRAINTS AS REQUIRED.
PROPOSED 8" DR-18
C900 PVC WATERLINE
25YR HGL 25-YR HGL
PROPOSED 8" DR-18
C900 PVC FORCEMAIN
SHOWN FOR REFERENCE ONLY
SEE SERIES PS 1.0 FOR DETAILS
8"x8" TEE
(2) 8" GV
FIRE HYDRANT
ASSEMBLYFIRE
HYDRANT
ASSEMBLY
95.4"
18"
79"109.6"
18"
18"
18"
23"
CB 2017
TOP 27.92
INV OUT 24.33 (2017-2016)
CB 2016
TOP 27.90
INV IN 24.20 (2017-2016)
INV OUT 23.95 (2016-2011)
INSTALL TEMPORARY BLOWOFF ASSEMBLY
TO ALLOW FOR TESTING AND RESTRAINING
WATER SERVICE WHEN PHASE 2 IS
CONNECTED. THE TEMPORARY BLOWOFF
WILL BE REMOVED DURING PHASE 2.
MH WITH ARV
SEE SHEET PS1.5
(4) 8"x45° VERTICAL
BENDS. CONTRACTOR
SHALL PROVIDE THRUST
RESTRAINTS AS REQUIRED.
8"x8" TEE
MJ CAP W/ 2" NIPPLE
8" GV, 2" GV
8"x8" TEE
(2) 8" GV
8"
GV
8"
GV
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C7.1
H: 1" = 50'
V: 1" = 5'
PROFILE SCALE
0
0
50
5
ENDWALL 6 (PER
NCDOT STD DETAIL 838.01)
BYPASS NETWORK 3 DUAL
42" ADS HP. SEE PROFILE
ON SHEET C9.3.
JUNCTION BOX 1. SEE
DETAIL ON SHEET C12.8.
JUNCTION BOX 2. SEE
DETAIL ON SHEET C12.8.
PROPOSED 8" DR-18 C900
PVC SANITARY SEWER, TYP.
PROPOSED 8" DR-18 C900
PVC WATERLINE, TYP.
MA
T
C
H
L
I
N
E
S
T
A
2
1
+
2
5
-
SE
E
S
H
E
E
T
C
7
.
0
FIRE HYDRANT
ASSEMBLY
FIRE HYDRANT
ASSEMBLY PROPOSED SWALE, TYP.
8"x8" TEE
MJ CAP W/ 2" NIPPLE
8" GV, 2"GV
8"x8" TEE
(2) 8" GV
PROPOSED 8" DR-18
C900 PVC FORCEMAIN
MAIL KIOSK
PROPOSED PUMP STATION
(2) 8"x45° BENDS
HOT BOX W/ BACKFLOW PREVENTOR
2" WATER METER
2" CURB STOP
2" WATER SERVICE LINE
SMALL DOG
PARK
LARGE DOG
PARK
LEGEND
PROPERTY LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
UTILITY EASEMENT
EXISTING WETLANDS
HA
R
B
O
R
M
I
S
T
L
A
N
E
BLUE BAY ROAD
BA
Y
V
I
E
W
S
T
R
E
E
T
10' PUBLIC UTILITY
EASEMENT, TYP.
INSTALL TEMPORARY BLOWOFF ASSEMBLY TO
ALLOW FOR TESTING AND RESTRAINING WATER
SERVICE WHEN PHASE 2 IS CONNECTED.
THE TEMPORARY BLOWOFF WILL BE REMOVED
DURING PHASE 2.
MATCHLINE C7.3
MATCHLINE C7.5
MATCHLINE C7.6
8"x8" TEE
(2) 8" GV
(2) 8" GV
Docusign Envelope ID: 301BA5B9-4AD7-4B24-A43F-030FB7E75577
4/2/2025
S
S
S
S
S
S
S
S
S
S
S
A
N
SA
N
SAN
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
S
SA
N
S 8''W
8''W
8''
W
8'
'
W
8'
'
W
8''
W
8''W
8''W
8''W
8''W
8''W
8''W
8''
W
8''
W
8'
'
W
OK 12
GM 12
GM 10
GM 10GM 8
PN 30
PN 36
GM 12GM 10
MG 6
OK 8
OK 8
OK 12
OK 10 OK 10OK 12
GM 12 OK 10
OK 8
GM 12
GM 12 GM 15
OK 8
OK 10
OK 15
GM 10
GM 10
INV=17.54
72" CMP
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
DI
RIM=21.00
IN(W)=16.99
IN(S)=17.00
IN(N)=17.55
OUT=16.25
18"
RCP
INV=16.78
15
"
R
C
P
1
8
"
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
OH
P
OH
P
O
H
P
O
H
P
OH
P
O
H
P
O
H
P
PO
W
E
R
L
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E
E
A
S
E
M
E
N
T
D.
B
.
4
7
7
,
P
G
.
1
7
8
WETLANDS
WETLANDS
WETLANDS
WETLANDS
28
28
27
27
27
2
7
2727
28
28
27
28
28
2
7
2226
23
27
28
25
1
17
2
18
3
19
4
20
5
21
6
22
7 23
8
16
24
9
25
10
26
11
27
12
28
13
29
14
30
15
AMENITY AREA
(DESIGN UNDER SEPARATE COVER)
33
39
32
38
31
37
44
36
43
OS #1
42
35
41
34
40
45
1'3'
31'
93
'
99
'
20'
91
'
20'
20'
34'
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'
96
'
35'
9
1
'
20'
20'
90
'
20'
20'
9
0
'
34'
2'
35'
9
6
'
36'
10
0
'
35'
91
'
20'
20'
90
'
20'
91
'
36'
10
0
'
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
'
36
'
98'
35
'
3
6
'
92'
3
5
'
99'
8'
1
2
'
90'
2
0
'
20
'
91'
2
0
'
36'
99'
3
5
'
35
'
85'
36
'
93'
20
'
20
'
94'
20
'
20
'
94'
20
'
20
'
93'
35
'36
'
85'
S
S
S
S
S
S
S
S
S
S S
S
S
A
N
SA
N
SAN
SA
N
18
+
5
3
.
1
8
9
+
7
5
1
0
+
0
0
1
0
+
5
0
11
+
0
0
11
+
5
0
12
+
0
0
12+
5
0
13+
0
0
13+5
0
14+00
14+50
1
5
+
0
0
1
5
+
5
0
1
6
+
0
0
16
+
5
0
17
+
0
0
17
+
5
0
18
+
0
0
18
+
5
0
CB 1009
CB 1006
CB 1017
CB 1008
GTI 1016
MH 1002
CB 1014
CB 1005
GTI 1013
CB 1007
CB 1015
CB 1021
CB 1003
CB 1004
DI 1022
24" ADS HP
30" ADS HP
30" ADS HP
36" ADS HP
48" ADS HP
48
"
A
D
S
H
P
18" ADS HP
24" ADS HP
30" ADS HP
30" ADS HP
30" ADS HP
15" ADS HP
15" ADS HP
15" A
D
S
H
P
18" ADS HP
MH 32
MH 33
MH 39
MH 38
MH 37
MH 36
MH 35
MH 34
MH 29
MH 31 MH 30
MATCHLINE SHEET C7.7
MA
T
C
H
L
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S
H
E
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.
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A
T
C
H
L
I
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E
S
H
E
E
T
C
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.
0
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
BLUE LAGOON RUN PROFILE
10
15
20
25
30
35
40
45
50
10
15
20
25
30
35
40
45
50
PV
I
S
T
A
=
9
+
7
5
.
0
0
PV
I
E
L
E
V
=
2
7
.
5
5
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I
S
T
A
=
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8
+
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.
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8
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I
E
L
E
V
=
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.
3
7
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I
S
T
A
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2
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I
E
L
E
V
=
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6
.
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6
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I
S
T
A
=
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0
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0
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.
0
0
PV
I
E
L
E
V
=
2
7
.
0
5
50' VC
K = 34.14
A.D. = 1.46%
PVI ELEV = 26.35
PVI STA = 11+20.32
LOW POINT STA = 11+15.04
LOW POINT ELEV = 26.44
BVCS = 10+95.32
BVCE = 26.49
EVCS = 11+45.32
EVCE = 26.57
50' VC
K = 40.84
A.D. = 1.22%
PVI ELEV = 26.25
PVI STA = 14+59.43
LOW POINT STA = 14+58.81
LOW POINT ELEV = 26.33
BVCS = 14+34.43
BVCE = 26.40
EVCS = 14+84.43
EVCE = 26.41
50' VC
K = 50.13
A.D. = 1.00%
PVI ELEV = 26.32
PVI STA = 17+05
LOW POINT STA = 17+05.07
LOW POINT ELEV = 26.39
BVCS = 16+80.00
BVCE = 26.45
EVCS = 17+30.00
EVCE = 26.45
50' VC
K = 33.70
A.D. = -1.48%
PVI ELEV = 27.50
PVI STA = 12+50
HIGH PT STA = 12+54.89
HIGH POINT ELEV = 27.41
BVCS = 12+25.00
BVCE = 27.28
EVCS = 12+75.00
EVCE = 27.35
50' VC
K = 44.35
A.D. = -1.13%
PVI ELEV = 26.98
PVI STA = 15+75
HIGH PT STA = 15+77.82
HIGH POINT ELEV = 26.91
BVCS = 15+50.00
BVCE = 26.82
EVCS = 16+00.00
EVCE = 26.850.89%-0.60%2.00%
0.50%
-2.00%
-0.58%0.63%-0.50%
26
.
9
26
.
8
26
.
3
26
.
3
26
.
0
24
.
4
26
.
5
26
.
7
26
.
6
2
7
.
1
27
.
3
2
7
.
1
27
.
3
27
.
5
27
.
7
27
.
6
27
.
4
26
.
9
27
.
0
5
26
.
7
6
26
.
4
7
26
.
6
1
27
.
0
6
27
.
4
1
27
.
2
0
26
.
9
0
26
.
6
0
26
.
3
4
26
.
5
0
26
.
8
2
26
.
8
5
26
.
6
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26
.
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26
.
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26
.
8
0
27
.
3
1
9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 19+50
34 LF
24" ADS HP
@ 4.17%
CB 1017
TOP 27.20
INV IN 22.34 (1018-1017)
INV OUT 22.34 (1017-1016)
GTI 1016
TOP 27.02
INV IN 20.92 (1017-1016)
INV OUT 20.42 (1016-1015)
117 LF
30" ADS HP
@ 0.50%
CB 1015
TOP 26.47
INV IN 19.84 (1016-1015)
INV IN 22.55 (1021-1015)
INV OUT 19.84 (1015-1014)
CB 1021
TOP 26.47
INV IN 22.91 (1022-1021)
INV OUT 22.66 (1021-1015)
139 LF
30" ADS HP
@ 0.50%
CB 1014
TOP 26.98
INV IN 19.15 (1015-1014)
INV OUT 18.65 (1014-1003)
120 LF
36" ADS HP
@ 1.08%
CB 1003
TOP 26.41
INV IN 17.36 (1005-1003)
INV IN 17.36 (1014-1003)
INV IN 18.20 (1004-1003)
INV OUT 17.36 (1003-1002)
CB 1004
TOP 26.41
INV OUT 18.31 (1004-1003)
116 LF
30" ADS HP
@ 1.45%
CB 1005
TOP 26.98
INV IN 19.04 (1006-1005)
INV OUT 19.04 (1005-1003)
111 LF
30" ADS HP
@ 0.50%
CB 1006
TOP 27.48
INV IN 19.59 (1007-1006)
INV OUT 19.59 (1006-1005)
132 LF
30" ADS HP
@ 0.50%
CB 1007
TOP 26.52
INV IN 20.25 (1008-1007)
INV IN 22.53 (1013-1007)
INV OUT 20.25 (1007-1006)
GTI 1013
TOP 26.52
INV OUT 22.93 (1013-1007)
119 LF
24" ADS HP
@ 0.65%
CB 1008
TOP 27.12
INV IN 21.52 (1009-1008)
INV OUT 21.02 (1008-1007)
MH 29
TOP 27.37
INV IN 19.06 (34-29)
INV IN 19.06 (30-29)
INV OUT 18.96 (29-26)
155 LF
8" DR-18 C900 PVC
@ 0.40% (PUBLIC)
MH 34
TOP 26.39
INV IN 19.78 (35-34)
INV OUT 19.68 (34-29)
125 LF
8" DR-18 C900 PVC
@ 0.40% (PUBLIC)
MH 35
TOP 26.90
INV IN 20.38 (36-35)
INV OUT 20.28 (35-34)
103 LF
8" DR-18 C900 PVC
@ 0.59% (PUBLIC)
MH 36
TOP 26.33
INV IN 21.08 (37-36)
INV OUT 20.98 (36-35)
97 LF
8" DR-18 C900 PVC
@ 0.40% (PUBLIC)
MH 37
TOP 26.71
INV IN 21.56 (38-37)
INV OUT 21.47 (37-36)
110 LF
8" DR-18 C900 PVC
@ 0.40% (PUBLIC)
MH 38
TOP 27.41
INV IN 22.10 (39-38)
INV OUT 22.00 (38-37)
121 LF
8" DR-18 C900 PVC
@ 0.40% (PUBLIC)
MH 39
TOP 26.46
INV OUT 22.58 (39-38)
MH 33
TOP 26.54
INV OUT 20.84 (33-32)
109 LF
8" DR-18 C900 PVC
@ 0.40% (PUBLIC)
MH 32
TOP 27.62
INV IN 20.40 (33-32)
INV OUT 20.30 (32-31)
FIRE HYDRANT
ASSEMBLY
PROPOSED 8"
DR-18 C900
PVC WATERLINE
8"x8" TEE
(2) 8" GV 8"x8" TEE
(2) 8" GV
20"18.5"
25YR HGL
EXISTING
GROUND
PROPOSED
GRADE
11.25° BEND
22.5° BEND
22.5° BEND
22.5°
BEND
22.5° BEND
22.5°
BEND 22.5° BEND
18"
(4) 8"x45° VERTICAL
BENDS. CONTRACTOR
SHALL PROVIDE THRUST
RESTRAINTS AS REQUIRED.
SCALE 1"=50'
100'50'0
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
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H: 1" = 50'
V: 1" = 5'
LEGEND
PROPERTY LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
UTILITY EASEMENT
EXISTING WETLANDS
FIRE HYDRANT
ASSEMBLY
PROPOSED 8" DR-18 C900
PVC SANITARY SEWER, TYP.
PROPOSED
SWALE, TYP.
BLUE B
A
Y
R
D
8"x8" TEE
(2) 8" GV
10' PUBLIC UTILITY
EASEMENT, TYP.
8"x11.25° BEND
8"x11.25° BEND
SCM 1
8"x22.5° BEND
8"x22.5° BEND
BLUE LAGOON RUN 8"x22.5° BEND
8"x22.5° BEND
8"x22.5° BEND
8"x22.5° BEND
8"x8" TEE
(2) 8" GV
Docusign Envelope ID: 301BA5B9-4AD7-4B24-A43F-030FB7E75577
4/2/2025
2''
W
2''W
2''
W
2''
W
S
S
S
S
S S
SA
N
SA
N
S
A
N
SAN
SAN SAN
SAN
SA
N
SAN
8''
W
8''W
8''
W
8''
W
8''
W
8''
W
8'
'
W
8''
W
8''
W
8''W
8''W
8''W 8''W 8''W 8''W 8''W 8''W
2''W2''W2''W2''W2''W2''W2''W
W
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A
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D
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S
2828
2
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2
8
29
2
9
1617
27
2019
25
25
29
27
2728
8786737271
70
69
68
67
66
91908988
52
82
53
83
54
84
55 56 57 5851 59
81
60 61
78
77
76
75
50
80
62 63 64 65
OS #2
79
74
SC
M
2
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
'
85
'
20'
94
'
20'
92
'
65'
3
9
'
14
'
90'
39
'
20
'
90'
20
'
20
'
90'
20
'
20
'
90'
20
'
94
'
35'
94
'
20'
93
'
20'20'
92
'
20'
34
'
90'
34
'
30'5'
90
'
35'20'
93
'
20'20'20'
23'12'
83
'
83
'
20'
83
'
20'
83
'
20'
83
'
20'
83
'
35'
S
S
S
S
S S
SA
N
SA
N
S
A
N
SAN
SAN SAN
SAN
SA
N
SAN9+75 10+00 11+00 12+00 13+00 13+62.43
CB 200242" ADS HP
42" ADS HP
CB 2001
42" ADS HP
FES 2000
CB 2004
CB 2003
CB 2005
CB 2006
24" ADS HP
CB 2007
15" ADS HP
GTI 2008
DI 2009
15" ADS HP
DI 2010
MH 40MH 42
MH 41
CB 2017
CB 2016
1
8
"
A
D
S
H
P
CB 2011
36
"
A
D
S
H
P
30" ADS HP
CB 2012
15" ADS HP
MH 23 (5' DIA.)
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
SANDY SHORES PLACE PROFILE
5
10
15
20
25
30
35
40
45
50
5
10
15
20
25
30
35
40
45
50
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
HARBOR MIST LANE PROFILE
5
10
15
20
25
30
35
40
45
50
5
10
15
20
25
30
35
40
45
50
50' VC
K = 40.36
A.D. = 1.24%
PVI ELEV = 27.25
PVI STA = 11+95
LOW POINT STA = 11+90.21
LOW POINT ELEV = 27.32
BVCS = 11+70.00
BVCE = 27.38
EVCS = 12+20.00
EVCE = 27.43
40' VC
K = 32.31
A.D. = -1.24%
PVI ELEV = 27.60
PVI STA = 12+42.43
HIGH PT STA = 12+46.27
HIGH POINT ELEV = 27.54
BVCS = 12+22.43
BVCE = 27.45
EVCS = 12+62.43
EVCE = 27.50-2.00%
-0.50%0.74%-0.50%
PV
I
S
T
A
=
9
+
7
5
.
0
0
PV
I
E
L
E
V
=
2
8
.
7
3
PV
I
S
T
A
=
1
0
+
0
0
.
0
0
PV
I
E
L
E
V
=
2
8
.
2
3
PV
I
S
T
A
=
1
3
+
6
2
.
4
3
PV
I
E
L
E
V
=
2
7
.
0
0
2
6
.
9
2
7
.
1
2
7
.
2
2
7
.
3
2
6
.
8
2
5
.
5
2
4
.
1
2
7
.
3
28
.
2
3
27
.
9
8
27
.
7
3
27
.
4
8
27
.
3
4
27
.
5
4
27
.
3
1
27
.
0
6
9+00 10+00 11+00 12+00 13+00 14+00 14+50
2
6
.
4
2
6
.
7
2
6
.
5
2
5
.
7
27
.
7
7
27
.
5
2
27
.
2
7
27
.
1
3
8+50 9+00 10+00 11+00 12+00 13+00
35' VC
K = 33.58
A.D. = 1.04%
PVI ELEV = 27.07
PVI STA = 11+40
LOW POINT STA = 11+39.29
LOW POINT ELEV = 27.11
BVCS = 11+22.50
BVCE = 27.15
EVCS = 11+57.50
EVCE = 27.16
-2.00%
2.00%-0.50%0.54%
PVI STA = 9+75.00
PVI ELEV = 28.07 PV
I
S
T
A
=
9
+
8
7
.
0
0
PV
I
E
L
E
V
=
2
7
.
8
3
PV
I
S
T
A
=
1
1
+
8
5
.
4
0
PV
I
E
L
E
V
=
2
7
.
5
4
PV
I
S
T
A
=
1
1
+
7
0
.
0
0
PV
I
E
L
E
V
=
2
7
.
2
3
PROPOSED GRADE
EXISTING GROUND
MH 40
TOP 27.60
INV IN 20.86 (41-40)
INV IN 20.86 (42-40)
INV OUT 19.30 (40-23)
83 LF
8" DR-18 C900 PVC
@ 0.40% (PUBLIC)
MH 41
TOP 27.19
INV OUT 21.19 (41-40)
184 LF
8" DR-18 C900 PVC
@ 0.58% (PUBLIC)
MH 42
TOP 27.93
INV OUT 21.93 (42-40)
278 LF
8" DR-18 C900 PVC
@ 0.40% (PUBLIC)
MH 40
TOP 27.60
INV IN 20.86 (41-40)
INV IN 20.86 (42-40)
INV OUT 19.30 (40-23)
MH 23 (5' DIA.)
TOP 28.06
INV IN 15.73 (24-23)
INV IN 15.83 (40-23)
INV OUT 15.63 (23-22)
210 LF
8" DR-18 C90
0
P
V
C
@ 1.65% (PUB
L
I
C
)
CB 2007
TOP 27.97
INV IN 24.17 (2009-2007)
INV IN 24.17 (2008-2007)
INV OUT 23.42 (2007-2005)
GTI 2008
TOP 27.97
INV OUT 24.47 (2008-2007)
125 LF
24" ADS HP
@ 0.50%
CB 2005
TOP 27.41
INV IN 22.80 (2007-2005)
INV IN 23.45 (2006-2005)
INV OUT 22.30 (2005-2004)
CB 2001
TOP 26.91
INV IN 16.78 (2002-2001)
INV OUT 16.78 (2001-2000)
65 LF
42" ADS HP
@ 2.52%
CB 2002
TOP 27.59
INV IN 18.42 (2003-2002)
INV OUT 18.42 (2002-2001)52 LF
30" ADS HP
@ 0.50%
CB 2004
TOP 27.20
INV IN 22.04 (2005-2004)
INV IN 23.29 (2010-2004)
INV OUT 21.54 (2004-2003)
27 LF
36" ADS HP
@ 3.63%
CB 2003
TOP 27.20
INV IN 20.56 (2011-2003)
INV IN 20.56 (2004-2003)
INV OUT 20.06 (2003-2002)
48 LF
42" ADS HP
@ 3.42%
CB 2002
TOP 27.59
INV IN 18.42 (2003-2002)
INV OUT 18.42 (2002-2001)
CB 2004
TOP 27.20
INV IN 22.04 (2005-2004)
INV IN 23.29 (2010-2004)
INV OUT 21.54 (2004-2003)
CB 2003
TOP 27.20
INV IN 20.56 (2011-2003)
INV IN 20.56 (2004-2003)
INV OUT 20.06 (2003-2002)
48 LF
42" ADS HP
@ 3.42%
CB 2011
TOP 27.84
INV IN 23.08 (2016-2011)
INV IN 22.08 (2012-2011)
INV OUT 21.58 (2011-2003)
CB 2012
TOP 27.85
INV IN 22.22 (2013-2012)
INV OUT 22.22 (2012-2011)
42 LF
18" ADS HP
@ 2.06%
CB 2016
TOP 27.90
INV IN 24.20 (2017-2016)
INV OUT 23.95 (2016-2011)
117 LF
36" ADS HP
@ 0.87%
19.5"
66.5"19.6"
18"
57.6"
18"
18"
25YR HGL EXISTING GROUND
PROPOSED GRADE
8"x8" TEE
MJ CAP W/ 2" NIPPLE
8" GV, 2" GV 2"x2" TEE
(2) 2" GV
8"x8" TEE
MJ CAP W/ 2" NIPPLE
8" GV, 2" GV
PROPOSED 2"
PVC SDR-21
WATERLINE
25YR HGL 3' MIN. COVER
(4) 2"x45° VERTICAL
BENDS. CONTRACTOR
SHALL PROVIDE THRUST
RESTRAINTS AS REQUIRED.
(4) 2"x45° VERTICAL
BENDS. CONTRACTOR
SHALL PROVIDE THRUST
RESTRAINTS AS REQUIRED.
3' MIN. COVER
BLOW OFF ASSEMBLY
2"x2"
TEE
2''W2''W2''W2''W
S S
S
SA
N
SA
N
SAN
SA
N
8''W
8''W
8''
W
8''
W
8''
W
2''
W
2''
W
2''
W
2''
W
WETLANDS
2
8
28
27
27
73
72
71
53
54
55
56
57
58
59
60
61
78777675
63
64
65
OS #2
79
74
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'
90'
20
'
90'
20
'
20
'
90'
20
'
35
'
90'
35
'
19'
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'
34'
90
'
34'
30
'
5'90'
35
'
23
'
83'
S S
S
SA
N
SA
N
SAN
SA
N
9+75 10+00 11+00 11+85.40
CB 2002
42" ADS HP
42
"
A
D
S
H
P
CB 2001
CB 2004
CB 2003
CB 2005
CB 2006DI 2010
MH 40
MH 41
CB 2017
CB 2016
18"
A
D
S
H
P
CB 2011
36" ADS HP
30" ADS HP
CB 2012
15" ADS HP
MH 23 (5' DIA.)
SCALE 1"=50'
100'50'0
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
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SA
N
D
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S
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S
P
L
A
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H
A
R
B
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M
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P
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C7.3
H: 1" = 50'
V: 1" = 5'
PROFILE SCALE
0
0
50
5
SCALE 1"=50'
100'50'0
SANDY SHORES PLACE - STATION 9+00 TO 15+00 HARBOR MIST LANE - STATION 9+00 TO 12+50
LEGEND
PROPERTY LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
UTILITY EASEMENT
EXISTING WETLANDS
CENTER OF CREEK
FIRE HYDRANT
ASSEMBLY 10' PUBLIC UTILITY EASEMENT
SANDY SHORES PLACE
8"x8" TEE
MJ CAP W/ 2" NIPPLE
8" GV
2" GV
2"x2" TEE
(2) 2" GV
PROPOSED 8" DR-18 C900
PVC SANITARY SEWER, TYP.
36" ADS HP
30" ADS HP
18" ADS HP
30" ADS HP
18" ADS HP
36" ADS HP8"x8" TEE
MJ CAP W/ 2" NIPPLE
8" GV, 2" GV
2"x2" TEE
(2) 2" GV
HA
R
B
O
R
M
I
S
T
L
A
N
E
HARBOR MIST LANE
SA
N
D
Y
S
H
O
R
E
S
P
L
A
C
E
PROPOSED 8" DR-18 C900
PVC SANITARY SEWER, TYP.
PROPOSED 2" PVC
SDR-21 WATER MAIN
PROFILE SCALE
0
0
50
5
BLOW OFF ASSEMBLY
B
L
U
E
B
A
Y
R
O
A
D
BL
U
E
B
A
Y
R
O
A
D
8"x8" TEE
MJ CAP W/ 2" NIPPLE
8" GV
2" GV
FIRE HYDRANT
ASSEMBLY
PROPOSED 2" PVC
SDR-21 WATER MAIN
PROPOSED 2" PVC
SDR-21 WATER MAIN
Docusign Envelope ID: 301BA5B9-4AD7-4B24-A43F-030FB7E75577
4/2/2025
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
S
S
S
S
S
S
S
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
FM
FM
FM
FM
FM
OK 10
OK 12
OK 12
OK 15
OK 14
OK 12 OK 12
MG 8
GM 12
GM 10
MG 6
OK 8
OK 10 OK 10
OK 12
GM 12
OK 10
OK 8
GM 12
IN
V
=
1
7
.
5
4
72"
C
M
P
IN
V
=
1
9
.
5
5
IN
V
=
2
0
.
2
1
IN
V
=
2
2
.
3
8
IN
V
=
2
2
.
6
4
18
"
R
C
P
15
"
R
C
P
IN
V
=
2
1
.
2
5
IN
V
=
2
0
.
9
9
18
"
C
M
P
1
8
"
R
C
P
IN
V
=
1
6
.
7
8
W
W
W
W
W
W
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
PO
W
E
R
L
I
N
E
E
A
S
E
M
E
N
T
D.B
.
4
7
7
,
P
G
.
1
7
8
WETLANDS
WETLANDS
WETLANDS
2
8
28
2
8
28
28
26
26
27
26
26
26
25
2324
18
19
19
27
29
29
29
26
26
26
25
27
28
29
27
19
27
147
146
178
145
177
144
176
143
175
174
173
154
153
152
151
150
149
148
251
234
250
233
249
248
231
247
263
246
245
252
244
235
243
258
242
257
241
256
239
255
238
254
237
253
236
213
221
206
214
222
205
207
215
223
204
208
216
224203
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
229
OS #7
OS #8
OS #5
232
230
228
240
35'20'20'35'
35'
90'
34'
20'
20'
20'
34'
35'
90'
35'
90'
20'
20'
90'
20'
20'
90'
20'
10'
10'
90'
20'
20'
90'
35'
35'
90'
20'
20'
34'
34'
34'
34'
20'
20'
20'
20'
20'
20'
34'
34'
34'
34'
90'
20'
20'
20'
20'
34'
34'
20'
20'
90'
35'
32'90'
10'
10'
90'
20'
90'
35'
15'
90'
40'
65'
39'
20'
90'
20'
20'
90'
20'
20'
90'
10'
10'
35'
90'
35'
90'
90'
90'
90'
90'
90'
90'
90'
90'
90'
90'
90'
90
'
44'
105'
34'
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'
3
9
'
65'
20'
90'
20'
20'
90'
20'
25'
90'
35'
10'
35'
90'
7'
29'
84'
20'
90'
20'
20'
90'
20'
20'
90'
20'
35'
90'
35'
35'
90'
35'
90'
20'
90'
20'
20'
90'
20'
20'
90'
20'
35'
88'
9'
26
'
90'
35'
90'
35'
20'
90'
20'
20'
90'
20'
20'
90'
20'
20'
90'
20'
35'
90'
35'
25'
65'
35'
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'
10'
35'
90'
35'
35'
90'
35'
90'
20'
90'
20'
20'
90'
20'
20'
90'
20'
32'
3'
15'
39'
65'
40'
90'
20'
20'
90'
20'
20'
90'
20'
20'
90'35'
35'
90'
35'
90'
35'
90'
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'
34'
34'
90'
34'
90'
20'
90'
20'
15'
5'
90'
20'
20'
93'
20'
36'
105
'
34'
S
S
S
S
S
S
S
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
9+
7
0
.
4
3
10+
0
0
11+
0
0
12+
0
0
13+
0
0
14+
0
0
15+
0
0
16+
0
0
17+00
18+
0
0
19+
0
0
20
+
0
0
20
+
9
7
.
2
9
CB 5016
CB 5017
24" ADS HP
24"
A
D
S
H
P
CB 5018
18" ADS
H
P
CB 5019
CB 5022
15" ADS HP
15" ADS HP
GTI 3204
CB 3203
18"
A
D
S
H
P
GTI 3202
CB 3110
15" ADS HP
CB 3104
36" ADS HP
15" ADS HP
30" ADS HP
CB 3107
18" ADS HP
GTI 3108
GTI 3109
15" ADS HP
24" ADS HP
FES 3200
CB 3201
15" ADS HP
CB 3205
15" ADS HPDI 3206
FES 5000
42
"
A
D
S
H
P
36"
A
D
S
H
P
36" ADS HP
36" ADS HP
15" ADS HP
GTI 5003
CB 5015
CB 5002
30"
A
D
S
H
P
MH 6 (5' DIA.)
MH 5
MH 11
MH 13
MH 14
MH 10
PHASE 1
PHASE 2
PPES 201
PPES 200
18" CLASS
V RCP
SEE PROFILE ON
SHEET C9.3
10'
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
BLUE SHORES DRIVE PROFILE
5
10
15
20
25
30
35
40
45
5
10
15
20
25
30
35
40
45
21
.
9
24
.
0
23
.
8
25
.
2
25
.
9
26
.
5
26
.
9
26
.
9
27
.
3
2
7
.
1
2
7
.
1
2
7
.
1
27
.
3
27
.
0
27
.
2
27
.
2
27
.
3
27
.
3
27
.
4
27
.
4
27
.
7
27
.
8
25
.
8
9
25
.
6
4
25
.
3
9
25
.
3
5
25
.
7
3
26
.
1
3
26
.
5
2
26
.
9
1
27
.
3
1
27
.
6
8
27
.
6
2
27
.
3
8
27
.
3
8
27
.
5
2
27
.
3
2
27
.
4
5
27
.
7
0
27
.
9
5
28
.
0
8
27
.
8
4
27
.
5
9
27
.
3
9
9+25 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 21+75
50' VC
K = 38.84
A.D. = 1.29%
PVI ELEV = 25.22
PVI STA = 11+35
LOW POINT STA = 11+29.42
LOW POINT ELEV = 25.30
BV
C
S
=
1
1
+
1
0
.
0
0
BV
C
E
=
2
5
.
3
4
EV
C
S
=
1
1
+
6
0
.
0
0
EV
C
E
=
2
5
.
4
2
50' VC
K = 50.00
A.D. = 1.00%
PVI ELEV = 27.25
PVI STA = 15+75
LOW POINT STA = 15+75.00
LOW POINT ELEV = 27.31
BV
C
S
=
1
5
+
5
0
.
0
0
BV
C
E
=
2
7
.
3
8
EV
C
S
=
1
6
+
0
0
.
0
0
EV
C
E
=
2
7
.
3
8
50' VC
K = 50.00
A.D. = 1.00%
PVI ELEV = 27.25
PVI STA = 17+10
LOW POINT STA = 17+10.00
LOW POINT ELEV = 27.31
BVCS = 16+85.00
BVCE = 27.38
EVCS = 17+35.00
EVCE = 27.38
50' VC
K = 49.36
A.D. = 1.01%
PVI ELEV = 27.33
PVI STA = 20+50
LOW POINT STA = 20+50.32
LOW POINT ELEV = 27.39
BVCS = 20+25.00
BVCE = 27.46
EVCS = 20+75.00
EVCE = 27.45
50' VC
K = 38.84
A.D. = -1.29%
PVI ELEV = 27.81
PVI STA = 14+63.61
HIGH PT STA = 14+69.19
HIGH POINT ELEV = 27.73
BV
C
S
=
1
4
+
3
8
.
6
1
BV
C
E
=
2
7
.
6
1
EV
C
S
=
1
4
+
8
8
.
6
1
EV
C
E
=
2
7
.
6
8
50' VC
K = 50.00
A.D. = -1.00%
PVI ELEV = 27.59
PVI STA = 16+42.50
HIGH PT STA = 16+42.50
HIGH POINT ELEV = 27.53
BVCS = 16+17.50
BVCE = 27.46
EVCS = 16+67.50
EVCE = 27.46
50' VC
K = 49.36
A.D. = -1.01%
PVI ELEV = 28.15
PVI STA = 18+90
HIGH PT STA = 18+89.68
HIGH POINT ELEV = 28.09
BV
C
S
=
1
8
+
6
5
.
0
0
BV
C
E
=
2
8
.
0
3
EV
C
S
=
1
9
+
1
5
.
0
0
EV
C
E
=
2
8
.
0
2
-0.06%
-0.50%2.00%0.50%0.50%-0.51%
0.79%
0.50%-0.50%
-0.50%
PV
I
S
T
A
=
9
+
7
0
.
4
3
PV
I
E
L
E
V
=
2
6
.
0
1
PV
I
S
T
A
=
9
+
7
8
.
9
4
PV
I
E
L
E
V
=
2
6
.
0
0
PVI STA = 20+97.29
PVI ELEV = 27.75PV
I
S
T
A
=
2
0
+
8
5
.
0
0
PV
I
E
L
E
V
=
2
7
.
5
0
CB 5001
TOP 25.39
INV IN 16.84 (5016-5001)
INV IN 16.44 (5002-5001)
INV OUT 16.34 (5001-5000)
168 LF
36" ADS HP
@ 1.81%
CB 5016
TOP 26.62
INV IN 20.88 (5017-5016)
INV OUT 19.88 (5016-5001)
CB 5017
TOP 26.62
INV IN 21.02 (5018-5017)
INV OUT 21.02 (5017-5016)
120 LF
24" ADS HP
@ 0.50%
CB 5018
TOP 27.60
INV IN 22.12 (5019-5018)
INV OUT 21.62 (5018-5017)
GTI 3204
TOP 27.39
INV OUT 23.83 (3204-3203)
CB 3203
TOP 27.39
INV IN 23.70 (3204-3203)
INV OUT 23.45 (3203-3202)
98 LF
18" ADS HP
@ 0.50%GTI 3202
TOP 27.53
INV IN 22.96 (3203-3202)
INV OUT 22.96 (3202-3201)
45 LF
18" ADS HP
@ 0.49%
CB 3201
TOP 27.39
INV IN 22.99 (3205-3201)
INV IN 22.74 (3202-3201)
INV OUT 22.24 (3201-3200)
CB 3205
TOP 27.39
INV IN 23.47 (3206-3205)
INV OUT 23.47 (3205-3201)
GTI 3109
TOP 27.81
INV OUT 24.31 (3109-3108)
29 LF
15" ADS HP
@ 0.49%
GTI 3108
TOP 27.76
INV IN 24.17 (3109-3108)
INV OUT 23.92 (3108-3107)
75 LF
18" ADS HP
@ 0.49%
55 LF
30" ADS HP
@ 0.49%
CB 3110
TOP 27.44
INV OUT 23.94 (3110-3107)
CB 3107
TOP 27.44
INV IN 23.55 (3108-3107)
INV IN 23.80 (3110-3107)
INV OUT 22.55 (3107-3104)
60 LF
18" CLASS III RCP
@ 1.00%
MH 5
TOP 27.76
INV IN 17.50 (6-5)
INV IN 17.59 (11-5)
INV OUT 17.39 (5-4)
326 LF
8" DR-18 C900 PVC
@ 0.40% (PUBLIC)MH 11
TOP 27.45
INV IN 19.00 (13-11)
INV OUT 18.90 (11-5)
94 LF
8" DR-18 C900 PVC
@ 0.40% (PUBLIC)
MH 13
TOP 27.29
INV IN 19.48 (14-13)
INV OUT 19.38 (13-11)
348 LF
8" DR-18 C900 PVC
@ 0.40% (PUBLIC)
MH 14
TOP 26.78
INV OUT 20.87 (14-13)
FIRE HYDRANT
ASSEMBLY
FIRE HYDRANT
ASSEMBLY
EXISTING GROUND
PROPOSED
GRADE
8"x8" CUT
IN TEE W/
2 GVS
8"x8" TEE
(2) 8" GV
25YR HGL
3' MIN. COVER
8"x8" TEE
(2) 8" GV
25YR HGL
PROPOSED 8" DR-18
C900 PVC WATERLINE
8"x22.5° BEND
8"x22.5°
BENDS
8"x22.5° BEND
8"x8" TEE
(2) 8" GV
46.7"
30.7"
64"61.7"
27"
18"
29"
25.7"
25YR HGL
PROPOSED 8" DR-18 C900
PVC FORCEMAIN CROSSING
LOCATION WITH STORM SEWER.
SEE SHEET C7.5.
18"
44.6"
18"
(4) 8"x45° VERTICAL
BENDS. CONTRACTOR
SHALL PROVIDE THRUST
RESTRAINTS AS REQUIRED.
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
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100'50'0
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V: 1" = 5'
PROFILE SCALE
0
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FIRE HYDRANT
ASSEMBLY, TYP.
LEGEND
PROPERTY LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
UTILITY EASEMENT
EXISTING WETLANDS
CENTER OF CREEK
SCM 5
SCM 1
MAIL KIOSK AREA
8" X8" TEE
(2) 8" GV
FIRE HYDRANT
ASSEMBLY, TYP.
8" X8" TEE
(2) 8" GV
BA
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W
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PROPOSED 8" DR-18 C900
PVC WATERLINE, TYP.
10' PUBLIC UTILITY
EASMENT, TYP.
PROPOSED 8" DR-18 C900
PVC SANITARY SEWER, TYP.
8" X8" CUT IN TEE
W/ 2 GVS
8" X8" TEE
(2) 8" GV
22.5° BEND
22.5° BEND
22.5° BEND
22.5° BEND
Docusign Envelope ID: 301BA5B9-4AD7-4B24-A43F-030FB7E75577
4/2/2025
8''
W
8''
W
8''
W
8''
W
8''
W
8''
W
8''W
8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W
S SS
S
S
S
S
SS
S
S
SA
N
SA
N
SAN SAN SAN SAN SAN SAN
SA
N
SA
N
SA
N
SAN SAN SAN
SA
N
SA
N
SA
N
SA
N
8''
W
8''
W
8''
W
8''
W
8''
W
8''
W
8''W
8''
W
8''
W
8''W
8''
W
8''
W
8''W
8''W
S
8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W
8''W
8''W
8''
W
8''
W
8''
W
8''
W
8''
W
8''
W
FM
FM
FM
FM
FM
FMFMFMFMFMFMFM
FM
FM
PN 22
OK 12
OK 12
18
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R
C
P
INV=21.
9
8
INV=22.
4
3
INV=22.
2
5
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3
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INV=22.
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4
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P
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END UK
N
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N
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W
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178
161 145
177
160 144
176
159 143
175
158 142
174
157 141
173
156 140
172
155 139
171
154 138
170
153 137
169
152 136
168
151167 150165 149164 148
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250
249
248
247
263
246
261
245
260
252
244
259
243
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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
262
OS #7
OS #8 OS #5OS #10
166
30
'
5'
65
'
39'
39'
35
'
20
'
20
'
20
'
20
'
35
'
34
'
90'
34
'
90'
20
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20
'
90'
20
'
20
'
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20
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20
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31
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34'
20'
20'
20'
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34'
34'
35'
90
'
35'
90
'
20'
20'
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'
20'
20'
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'
20'
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'
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35'
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20'
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20'
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34'
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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
'92
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
89
'
87
'
83
'
44'
105'
34
'
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'
3
9
'
65
'
20'
90
'
20'
20'
90
'
20'
25'
90
'
35'
10'
35
'
90'7'
29
'
84'
20
'
90'
20
'
20
'
90'
20
'
20
'
90'
20
'
35
'
90'
35
'
35
'
90'
35
'
90'
20
'
90'
20
'
20
'
90'
20
'
20
'
90'
20
'
35
'
88'9'
26
'
90'
35
'
90'
35
'
20
'
90'
20
'
20
'
90'
20
'
20
'
90'
20
'
20
'
90'
20
'
35
'
90'
35
'
25'65'
35
'
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
'
10
'
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
'
90'
35
'
35
'
90'
35
'
90'
35
'
90'
20
'
20
'
90'
20
'
20
'
90'
20
'
20
'
90'
17
'
18
'
35
'
91'
20'
20'
34'20'20'20'34'34'20'20'20'34'34'20'15'5'20'
36'
S SS
S
S
S
S
SS
S
S
SA
N
SA
N
SAN SAN SAN SAN SAN SAN
SA
N
SA
N
SA
N
SAN SAN SAN
SA
N
SA
N
SA
N
SA
N
9+
7
5
10
+
0
0
11
+
0
0
12
+
0
0
13
+
0
0
14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00
29+68.86
36" ADS HP
15" ADS HP
CB 5015
GTI 5003
30" ADS HP
CB 5004
18" ADS HP
CB 5013
15" ADS HP
DI 5012
24" ADS HP
CB 5005
18" ADS HP
DI 5010
15" ADS HP
CB 5011
15" ADS HP
MH 5006
18" ADS HP
GTI 5007
15" ADS HP
CB 5008
15" ADS HP
GTI 5009 GTI 3106
15" ADS HP
CB 3105 15" ADS HP CB 3104
30" ADS HP
15" ADS HP
36" ADS HP
GTI 3103
CB 3102
36" ADS HP
15" ADS HP
CB 3111
MH 7
MH 9
MH 10
MH 6 (5' DIA.)
DROP MANHOLE
MH 5
MH 4 (5' DIA.)
SCM 3
PROPOSED 8" DR-18 C900 PVC
FORCEMAIN, TYP.
PROPOSED 8" DR-18 C900 PVC
WATERLINE TYP.
45° BENDS
CB 3002
CB 3003
GTI 3006
CB 3005
MH 3001
FES 3000
30" ADS HP
30" ADS HP
36" ADS HP36" ADS HP
GTI 3109
GTI 3108
CB 3107
CB 3110
MH 3101
FES 3100
15" A
D
S
H
P
18
"
A
D
S
H
P
36" ADS HP
36" ADS HP
MH 15
MH 3 (5' DIA.)
DROP MANHOLE
PH
A
S
E
2
PH
A
S
E
1
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
BAYVIEW STREET PROFILE - STATION 9+00 TO 22+00
10
15
20
25
30
35
40
45
50
10
15
20
25
30
35
40
45
50
2
5
.
6
2
4
.
4
2
5
.
3
2
6
.
3
2
6
.
5
2
6
.
0
2
6
.
0
2
6
.
3
2
6
.
6
2
6
.
7
2
7
.
1
2
7
.
1
2
7
.
1
2
7
.
0
2
7
.
3
2
7
.
6
2
7
.
8
2
7
.
7
2
7
.
8
2
7
.
7
2
7
.
6
2
7
.
6
2
7
.
4
2
7
.
3
2
7
.
7
25
.
2
4
25
.
3
0
25
.
4
7
25
.
3
4
25
.
7
3
26
.
1
7
26
.
6
0
27
.
0
4
27
.
4
8
27
.
9
1
28
.
3
5
28
.
7
9
29
.
1
8
29
.
0
2
28
.
6
7
28
.
3
3
28
.
0
3
27
.
7
8
27
.
8
0
28
.
1
1
28
.
2
5
28
.
0
0
27
.
8
5
28
.
2
9
28
.
8
2
9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00
35' VC
K = 33.02
A.D. = 1.06%
PVI ELEV = 25.14
PVI STA = 10+20
LOW POINT STA = 10+19.11
LOW POINT ELEV = 25.18
BVCS = 10+02.50
BVCE = 25.22
EVCS = 10+37.50
EVCE = 25.23
45' VC
K = 32.76
A.D. = 1.37%
PVI ELEV = 25.25
PVI STA = 11+45
LOW POINT STA = 11+38.88
LOW POINT ELEV = 25.32
BVCS = 11+22.50
BVCE = 25.36
EVCS = 11+67.50
EVCE = 25.45
35' VC
K = 31.27
A.D. = 1.12%
PVI ELEV = 27.65
PVI STA = 18+76
LOW POINT STA = 18+74.14
LOW POINT ELEV = 27.70
BVCS = 18+58.50
BVCE = 27.74
EVCS = 18+93.50
EVCE = 27.76
50' VC
K = 31.80
A.D. = 1.57%
PVI ELEV = 27.75
PVI STA = 21+00
LOW POINT STA = 20+90.90
LOW POINT ELEV = 27.84
BVCS = 20+75.00
BVCE = 27.88
EVCS = 21+25.00
EVCE = 28.02
35' VC
K = 33.11
A.D. = -1.06%
PVI ELEV = 25.52
PVI STA = 10+90
HIGH PT STA = 10+90.95
HIGH POINT ELEV = 25.48
BVCS = 10+72.50
BVCE = 25.43
EVCS = 11+07.50
EVCE = 25.44
50' VC
K = 32.08
A.D. = -1.56%
PVI ELEV = 29.30
PVI STA = 16+08.68
HIGH PT STA = 16+11.70
HIGH POINT ELEV = 29.20
BV
C
S
=
1
5
+
8
3
.
6
8
BV
C
E
=
2
9
.
0
8
EV
C
S
=
1
6
+
3
3
.
6
8
EV
C
E
=
2
9
.
1
3
35' VC
K = 31.27
A.D. = -1.12%
PVI ELEV = 28.32
PVI STA = 19+85
HIGH PT STA = 19+86.86
HIGH POINT ELEV = 28.28
BVCS = 19+67.50
BVCE = 28.22
EVCS = 20+02.50
EVCE = 28.24
-2.00%
1.07%
-0.50%
-0.50%0.62%-0.50%
-0.68%
-0.50%
-0.50%0.56%
0.87%
PV
I
S
T
A
=
9
+
7
5
.
0
0
PV
I
E
L
E
V
=
2
5
.
5
7
PV
I
S
T
A
=
9
+
8
9
.
0
0
PV
I
E
L
E
V
=
2
5
.
2
9
PV
I
S
T
A
=
1
7
+
7
8
.
1
0
PV
I
E
L
E
V
=
2
8
.
1
4
PV
I
S
T
A
=
1
8
+
5
0
.
0
0
PV
I
E
L
E
V
=
2
7
.
7
8
28 LF
36" ADS HP
@ 0.30%
CB 5002
TOP 25.38
INV IN 16.52 (5003-5002)
INV OUT 16.52 (5002-5001)
52 LF
36" ADS HP
@ 0.30%
GTI 5003
TOP 25.27
INV IN 16.78 (5004-5003)
INV IN 18.43 (5015-5003)
INV OUT 16.68 (5003-5002)
CB 5015
TOP 25.27
INV OUT 21.74 (5015-5003)
120 LF
30" ADS HP
@ 0.30%
CB 5004
TOP 25.41
INV IN 17.64 (5005-5004)
INV IN 18.39 (5014-5004)
INV IN 17.74 (5013-5004)
INV OUT 17.14 (5004-5003)
CB 5013
TOP 25.41
INV IN 18.13 (5012-5013)
INV OUT 17.88 (5013-5004)
137 LF
24" ADS HP
@ 2.00%
CB 5005
TOP 26.52
INV IN 20.88 (5006-5005)
INV OUT 20.38 (5005-5004)
84 LF
18" ADS HP
@ 1.99%
MH 5006
TOP 27.32
INV IN 22.55 (5007-5006)
INV IN 22.80 (5011-5006)
INV OUT 22.55 (5006-5005)
CB 5011
TOP 27.30
INV IN 22.95 (5010-5011)
INV OUT 22.95 (5011-5006)
36 LF
18" ADS HP
@ 3.23%
GTI 5007
TOP 27.45
INV IN 23.95 (5008-5007)
INV OUT 23.70 (5007-5006)
80 LF
15" ADS HP
@ 0.64%
CB 5008
TOP 28.09
INV IN 24.46 (5009-5008)
INV OUT 24.46 (5008-5007)
GTI 5009
TOP 28.09
INV OUT 24.59 (5009-5008)
CB 3105
TOP 28.50
INV IN 24.89 (3106-3105)
INV OUT 24.89 (3105-3104)
27 LF
15" ADS HP
@ 0.51%
GTI 3106
TOP 28.53
INV OUT 25.03 (3106-3105)
CB 3104
TOP 27.78
INV IN 24.20 (3105-3104)
INV IN 22.28 (3107-3104)
INV OUT 21.78 (3104-3103)
224 LF
36" ADS HP
@ 0.50%
51 LF
15" ADS HP
@ 0.49%
CB 3111
TOP 28.38
INV OUT 24.88 (3111-3103)
20"
18"23.8"
19.7"
27.4"
53.5"75.3"71.6"
54.7"
39.6"348 LF
8" DR-18 C900 PVC
@ 0.40% (PUBLIC)
284 LF
8" DR-18 C900 PVC
@ 0.40% (PUBLIC)
MH 5
TOP 27.76
INV IN 17.50 (6-5)
INV IN 17.59 (11-5)
INV OUT 17.39 (5-4)
MH 6 (5' DIA.)
DROP MANHOLE
TOP 29.30
INV IN 18.74 (7-6)
INV IN 21.51 (15-6)
INV OUT 18.63 (6-5)
224 LF
8" DR-18 C900 PVC
@ 0.40% (PUBLIC)
MH 7
TOP 27.23
INV IN 19.73 (9-7)
INV OUT 19.63 (7-6)
106 LF
8" DR-18 C900 PVC
@ 0.40% (PUBLIC)
MH 9
TOP 26.32
INV IN 20.26 (10-9)
INV OUT 20.16 (9-7)
248 LF
8" DR-18 C900 PVC
@ 0.40% (PUBLIC)
MH 10
TOP 25.22
INV OUT 21.25 (10-9)
25YR HGL
25YR HGL
8"x8" TEE
(2) 8" GV
8"x45°
BENDS
8"x22.5° BEND
8"x22.5° BEND
8"x45°
BEND 8"x8" TEE
(2) 8" GV
8"x8" TEE
(2) 8" GV
FIRE HYDRANT
ASSEMBLY
FIRE HYDRANT
ASSEMBLY
3' MIN. COVER
CONTRACTOR SHALL
PROVIDE THRUST RETRAINTS
AT ALL VERTICAL BENDS
(4) 8"x45°
VERTICAL BENDS
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED 8" DR-18
C900 PVC FORCEMAIN
SHOWN FOR REFERENCE ONLY
SEE SERIES PS 1.0 FOR DETAILS
MH WITH ARV
SEE SHEET PS1.5
GTI 3103
TOP 27.93
INV IN 20.66 (3104-3103)
INV IN 24.63 (3111-3103)
INV OUT 20.66 (3103-3102)
CB 3102
TOP 27.93
INV IN 20.53 (3103-3102)
INV OUT 20.53 (3102-3101)
SCALE 1"=50'
100'50'0
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
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DRAWN BY
DATE
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C7.5
H: 1" = 50'
V: 1" = 5'
PROFILE SCALE
0
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50
5
BAYVIEW STREET
LEGEND
PROPERTY LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
UTILITY EASEMENT
EXISTING WETLANDS
CENTER OF CREEK
BLUE SHORES DRIVE
AQ
U
A
M
A
R
I
N
E
W
A
Y
BL
U
E
S
H
O
R
E
S
D
R
I
V
E
8" X8" TEE
(2) 8" GV
10' PUBLIC UTILITY
EASEMENT, TYP.
8" X8" TEE
(2) 8" GV
PROPOSED 8" DR-18 C900 PVC
SANITARY SEWER, TYP.
FIRE HYDRANT
ASSEMBLY, TYP.
8" X8" TEE
(2) 8" GV
22.5° BEND
22.5° BEND
45° BEND
22.5° BEND
MA
T
C
H
L
I
N
E
S
T
A
2
1
+
5
0
.
0
0
S
E
E
S
H
E
E
T
C
7
.
6
MA
T
C
H
L
I
N
E
S
T
A
2
1
+
5
0
.
0
0
S
E
E
S
H
E
E
T
C7
.
6
Docusign Envelope ID: 301BA5B9-4AD7-4B24-A43F-030FB7E75577
4/2/2025
S
S
S
S
S
S
SAN SAN
SA
N
SA
N
SA
N
SA
N
SAN
8''
W
8''
W
8''
W
8''
W
8''
W
8''
W
8''W
8''W 8''W 8''W
8''W
8''W
8''W
8''
W
8''
W
8''
W
8''W8''W8''W8''W8''W8''W8''W8''W8''W
FM
FM
FM
FM
FMFM
WETLA
N
D
S
28
28 28
28
2
8
29
29
28
28
23
29
29
27
19
27
119
118
145
117
144
116
143
115
142
114
141
113
140
112
139
111
138
110
137
109
136
108
123
107
122
106
121
105
120
104
263
261
260
259
258257256255254
126
130
125
OS #4
124135
134
129
133
128
132 127
131
OS #3
262
5'91'
65
'
39'
14'
90
'
39'
90
'
20'
20'
90
'
20'
20'
90
'
20'
20'18'16'
91
'
34'
36'
9
2
'
34'
1
0
3
'
20'
9
0
'
20'
20'
9
0
'
20'
20'
9
2
'
20'
36'
1
0
3
'
34'
37
'
92'
35
'
103'
20
'
90'
20
'
20
'
90'
20
'
20
'
92'
20
'
27
'
25'
76'
35
'
107'
41'
86'
35
'
112'
21
'
20
'
20
'
114'
20
'
20
'
112'
20
'
20
'
107'
21
'
35
'
86'
4
1
'
90'
35
'
90'
35
'
90'
20
'
20
'
90'
20
'
20
'
20
'
90'
20
'
20
'
90'
20
'
35
'
90'
35
'
2
6
'
94'
34
'
80'
23'
2
0
'
91'
20
'
2
0
'
90'
20
'
20'
92'
20
'
35'
90'
17'
20
'
34
'
90'
34
'
90'
20
'
20
'
90'
20
'
20
'
90'
20
'
20
'
90'
3'
31
'34
'
90'
24'10'
34'
20'
20'
20'
14'6'
34'
34'
35'
90
'
35'
90
'
20'
20'
90
'
20'
20'
90
'
20'
10'10'
90
'
34'
34'
20'
20'
20'
20'20'
20'
34'
34'34'
34'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
89
'
87
'
83
'
34
'
20
'
20
'
20
'
34
'
34
'
20
'
20
'
20
'
34
'
S
S
S
S
S
S
SAN SAN
SA
N
SA
N
SA
N
SA
N
SAN
20+00 21+00 22+00 23+00 24+00
2
5
+
0
0
26
+
0
0
27+
0
0
28+0029+0029+68.86
GTI 3103
CB 3102
36" ADS HP
15" ADS HP
CB 3111
MH 4 (5' DIA.)
SCM 3
CB 3008
CB 3007
CB 3002
CB 3003
DI 3012
CB 3004
GTI 3006
CB 3005
MH 3001
DI 3011
FES 3000
24" ADS HP
24" A
D
S
H
P
30
"
A
D
S
H
P
30
"
A
D
S
H
P
30" ADS HP
30" ADS HP
36" ADS HP36" ADS HP
15" ADS HP
15" ADS HP
MH 3101
FES 3100
36" ADS HP
36" ADS HP
CB 4001
GTI 4002
FES 4000
18" ADS HP
24" AD
S
H
P
MH 17
MH 20
MH 16
MH 19
MH 3 (5' DIA.)
DROP MANHOLE
PROPOSED 8"
DR-18 C900 PVC
WATERLINE, TYP.
8" x8" TEE
(2) 8" GV
PROPOSED 8" DR-18 C900 PVC
SANITARY SEWER, TYP.
PH
A
S
E
2
PH
A
S
E
1
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
BAYVIEW STREET - STATION 21+50 TO 30+25
10
15
20
25
30
35
40
45
50
10
15
20
25
30
35
40
45
50
2
7
.
4
2
7
.
3
2
7
.
7
2
7
.
3
28
.
1
2
7
.
9
2
7
.
5
2
8
.
2
2
7
.
6
2
7
.
8
2
7
.
7
2
7
.
3
2
7
.
5
2
7
.
2
2
7
.
0
2
7
.
5
2
7
.
6
2
7
.
4
27
.
8
5
28
.
2
9
28
.
8
2
29
.
1
7
28
.
9
6
28
.
7
1
28
.
4
6
28
.
2
1
27
.
9
6
27
.
7
8
28
.
0
6
28
.
3
7
28
.
3
6
28
.
1
1
27
.
8
6
27
.
6
1
27
.
3
6
27
.
3
6
21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00
35' VC
K = 30.79
A.D. = 1.14%
PVI ELEV = 27.72
PVI STA = 25+48
LOW POINT STA = 25+45.90
LOW POINT ELEV = 27.77
BVCS = 25+30.50
BVCE = 27.81
EVCS = 25+65.50
EVCE = 27.84
30' VC
K = 30.00
A.D. = 1.00%
PVI ELEV = 27.24
PVI STA = 29+25
LOW POINT STA = 29+25.00
LOW POINT ELEV = 27.28
BVCS = 29+10.00
BVCE = 27.31
EVCS = 29+40.00
EVCE = 27.31
50' VC
K = 31.80
A.D. = -1.57%
PVI ELEV = 29.26
PVI STA = 22+40.83
HIGH PT STA = 22+49.93
HIGH POINT ELEV = 29.17
BV
C
S
=
2
2
+
1
5
.
8
3
BV
C
E
=
2
8
.
9
9
EV
C
S
=
2
2
+
6
5
.
8
3
EV
C
E
=
2
9
.
1
4
35' VC
K = 30.79
A.D. = -1.14%
PVI ELEV = 28.51
PVI STA = 26+71.15
HIGH PT STA = 26+73.25
HIGH POINT ELEV = 28.46
BVCS = 26+53.65
BVCE = 28.40
EVCS = 26+88.65
EVCE = 28.42
1.07%
0.64%
2.00%0.50%-0.50%
-0.50%
PVI STA = 29+68.86
PVI ELEV = 27.64
PV
I
S
T
A
=
2
9
+
5
7
.
0
0
PV
I
E
L
E
V
=
2
7
.
4
0
MH 3 (5' DIA.)
DROP MANHOLE
TOP 27.64
INV IN 14.78 (4-3)
INV IN 18.57 (16-3)
INV OUT 14.68 (3-2)
177 LF
8" DR-18 C900 P
V
C
@ 1.00% (PUBLIC)
MH 16
TOP 27.91
INV IN 20.44 (17-16)
INV OUT 20.34 (16-3)
96 LF
8" DR-18 C900 PVC
@ 0.40% (PUBLIC)
MH 17
TOP 28.28
INV IN 20.93 (19-17)
INV OUT 20.83 (17-16)
124 LF
8" DR-18 C900 PVC
@ 0.40% (PUBLIC)
MH 19
TOP 27.77
INV IN 21.53 (20-19)
INV OUT 21.43 (19-17)
110 LF
8" DR-18 C900 PVC
@ 0.40% (PUBLIC)
MH 20
TOP 28.16
INV OUT 21.97 (20-19)
MH 4 (5' DIA.)
TOP 29.16
INV IN 16.00 (5-4)
INV OUT 15.90 (4-3)
GTI 4002
TOP 27.86
INV OUT 24.06 (4002-4001)
CB 4001
TOP 27.86
INV IN 23.92 (4002-4001)
INV OUT 23.42 (4001-4000)
GTI 3006
TOP 27.36
INV IN 22.08 (3007-3006)
INV OUT 21.58 (3006-3005)
CB 3005
TOP 27.36
INV IN 21.47 (3006-3005)
INV OUT 21.47 (3005-3004)
3' MIN. COVER
PROPOSED GRADE
EXISTING GROUND
PROPOSED 8" DR-18
C900 PVC FORCEMAIN
SHOWN FOR REFERENCE ONLY
SEE SERIES PS 1.0 FOR DETAILS
8"x8" TEE
(2) 8" GV
8"x(11.25°+22.50°)
BEND
8"x22.5°
BENDS
19.5" SEP.
STORM/
SANITARY
18"
20.8"
8"x8" TEE
(2) 8" GV
FIRE HYDRANT
ASSEMBLY
INSTALL TEMPORARY BLOWOFF ASSEMBLY
TO ALLOW FOR TESTING AND RESTRAINING
WATER SERVICE WHEN PHASE 2 IS
CONNECTED. THE TEMPORARY BLOWOFF
WILL BE REMOVED DURING PHASE 2.
INSTALL TEMPORARY BLOWOFF ASSEMBLY
TO ALLOW FOR TESTING AND RESTRAINING
WATER SERVICE WHEN PHASE 2 IS
CONNECTED. THE TEMPORARY BLOWOFF
WILL BE REMOVED DURING PHASE 2.
8"x22.5°
BEND
8"x(11.25°+22.50°)
BEND
8"x22.5°
BENDS
(2) 8"x45°
VERTICAL BENDS
FIRE HYDRANT
ASSEMBLY
SCALE 1"=50'
100'50'0
BA
Y
V
I
E
W
S
T
R
E
E
T
P
L
A
N
A
N
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P
R
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F
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-
S
T
A
T
I
O
N
2
1
+
5
0
T
O
3
0
+
2
5
C7.6
H: 1" = 50'
V: 1" = 5'
PROFILE SCALE
0
0
50
5
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
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5
10' PUBLIC UTILITY
EASEMENT, TYP.
PROPOSED SWALE
8" X8" TEE
(2) 8" GV
PROPOSED 8"
DR-18 C900 PVC
FORCEMAIN, TYP.
FIRE HYDRANT
ASSEMBLY, TYP.
LEGEND
PROPERTY LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
UTILITY EASEMENT
EXISTING WETLANDS
CENTER OF CREEK
11.25+ 22.5° BEND
22.5° BEND
(2) 45° BEND
BAYVIEW STREET
BL
U
E
B
A
Y
R
O
A
D
INSTALL TEMPORARY BLOWOFF ASSEMBLY TO
ALLOW FOR TESTING AND RESTRAINING WATER
SERVICE WHEN PHASE 2 IS CONNECTED.
THE TEMPORARY BLOWOFF WILL BE REMOVED
DURING PHASE 2.
INSTALL TEMPORARY BLOWOFF ASSEMBLY TO
ALLOW FOR TESTING AND RESTRAINING WATER
SERVICE WHEN PHASE 2 IS CONNECTED.
THE TEMPORARY BLOWOFF WILL BE REMOVED
DURING PHASE 2.
11.25+ 22.5° BEND
22.5° BEND
22.5° BEND
MA
T
C
H
L
I
N
E
S
T
A
2
1
+
5
0
.
0
0
S
E
E
S
H
E
E
T
C7
.
5
Docusign Envelope ID: 301BA5B9-4AD7-4B24-A43F-030FB7E75577
4/2/2025
8''W 8''W 8''W 8''W 8''W 8''W 8''W
8''
W
8''
W
8''
W
8''
W
8''
W
8''
W
8''
W
SS
S
S
SA
N
SA
N
SA
N
SA
N
SA
N
SAN SAN
S
8''
W
8''
W
8''
W
8''
W
8''
W
8''
W
8''
W
FM
FM
FM
OK
1
0
28
28
2
8
2
6
2
7
27
30
30
29
27
28
29
2
9
163
162
161
160
159
158
157
156
155
154
167
165
164
234
233
231
235
238
237
236
213
206
214
205
207
215
204 208
216
203
209
217
210 211 212
OS #6
194
186
199
193
185
200
192
184
201 191
183
202 198
190
182
OS #9
197
189
181
196
188180
195
187179
229
OS #7 OS #8
OS #10
232
230
228
166
34
'
34
'
20
'
20
'
20
'
34
'
34
'
20
'
20
'
20
'
34
'
32
'
2'
21
'
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
'
35
'
92'
90'
90'
90'
90'
90'
90'
90'
90'
90'
90'
90'
90'
90'
90'
90'
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
'
90
'
35'
90
'
35'
20'
90
'
20'
20'
90
'
20'
20'
90
'
20'
20'
90
'
20'
35'
90
'
35'
25
'
65
'
35'
90
'
35'
20'
90
'
20'
20'
90
'
20'
20'
90
'
20'
20'
90
'
20'
35'
65
'
25
'
35'
65
'
90
'
40'
90
'
20'
90
'
20'
90
'
10'10'
90
'
35'
90
'
35'
90
'
90
'
20'
90
'
20'
90
'
20'
88
'
32'3'
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'
34
'
34
'
90'
34
'
90'
S
S
S
S
SA
N
SA
N
SA
N
SA
N
SA
N
SAN SAN9+75 10+00 11+00 12+00 13+00 13+67.60
BA
Y
V
I
E
W
S
T
R
E
E
T
AQUAMARINE WAYBL
U
E
S
H
O
R
E
S
D
R
I
V
E
CB 5017
24
"
A
D
S
H
P
CB 5018
1
8
"
A
D
S
H
P
CB 5019
15" ADS HP
15" ADS HP
CB 5022
GTI 5020
GTI 5021
15" ADS HP
MH 15
MH 6 (5' DIA.)
DROP MANHOLE
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
AQUAMARINE WAY PROFILE
5
10
15
20
25
30
35
40
45
50
55
5
10
15
20
25
30
35
40
45
50
55
50' VC
K = 33.23
A.D. = 1.50%
PVI ELEV = 27.23
PVI STA = 10+12.71
LOW POINT STA = 10+20.93
LOW POINT ELEV = 27.31
BV
C
S
=
9
+
8
7
.
7
1
BV
C
E
=
2
7
.
4
8
EV
C
S
=
1
0
+
3
7
.
7
1
EV
C
E
=
2
7
.
3
6
1.95%
-2.00%
0.50%
PV
I
S
T
A
=
9
+
7
5
.
0
0
PV
I
E
L
E
V
=
2
7
.
7
3
PV
I
S
T
A
=
1
3
+
6
7
.
6
0
PV
I
E
L
E
V
=
2
9
.
2
0
PV
I
S
T
A
=
9
+
8
7
.
0
0
PV
I
E
L
E
V
=
2
7
.
4
9
PV
I
S
T
A
=
1
3
+
5
5
.
0
0
PV
I
E
L
E
V
=
2
8
.
9
6
2
7
.
3
2
7
.
3
2
7
.
1
2
7
.
0
2
6
.
7
2
6
.
9
2
7
.
3
2
7
.
0
27
.
3
8
27
.
4
2
27
.
6
7
27
.
9
2
28
.
1
7
28
.
4
3
28
.
6
8
28
.
9
3
9+00 10+00 11+00 12+00 13+00 14+00 14+25
GTI 5021
TOP 28.11
INV OUT 24.71 (5021-5020)
GTI 5020
TOP 28.11
INV IN 24.58 (5021-5020)
INV OUT 24.58 (5020-5019)
155 LF
15" ADS HP
@ 0.50%
CB 5019
TOP 27.50
INV IN 23.80 (5020-5019)
INV IN 23.81 (5022-5019)
INV OUT 23.56 (5019-5018)
CB 5022
TOP 27.52
INV OUT 24.00 (5022-5019)
CB 5018
TOP 27.60
INV IN 22.12 (5019-5018)
INV OUT 21.62 (5018-5017)
39 LF
18" ADS HP
@ 3.71%
348 LF
8" DR-18 C900 PVC
@ 0.40% (PUBLIC)
245 LF
8" DR-18 C900 PVC
@ 0.40% (PUBLIC)
MH 15
TOP 27.78
INV OUT 22.49 (15-6)
MH 6 (5' DIA.)
DROP MANHOLE
TOP 29.30
INV IN 18.74 (7-6)
INV IN 21.51 (15-6)
INV OUT 18.63 (6-5)
PROPOSED GRADE
EXISTING GROUND
Station=9+75.00
ROAD E
St
a
t
i
o
n
=
1
3
+
6
7
.
6
0
RO
A
D
F
34.3"
8"x8" TEE
(2) 8" GV
8"x8" TEE
(2) 8" GV
25YR HGL
PROPOSED 8" C-900 DR-18
WATERLINE
19.4"
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
COVE LANDING LANE PROFILE
10
15
20
25
30
35
40
45
50
10
15
20
25
30
35
40
45
50
40' VC
K = 33.90
A.D. = 1.18%
PVI ELEV = 26.97
PVI STA = 13+78.81
LOW POINT STA = 13+75.76
LOW POINT ELEV = 27.02
BV
C
S
=
1
3
+
5
8
.
8
1
BV
C
E
=
2
7
.
0
7
EV
C
S
=
1
3
+
9
8
.
8
1
EV
C
E
=
2
7
.
1
0
50' VC
K = 39.22
A.D. = -1.27%
PVI ELEV = 28.11
PVI STA = 11+50
HIGH PT STA = 11+55.39
HIGH POINT ELEV = 28.03
BV
C
S
=
1
1
+
2
5
.
0
0
BV
C
E
=
2
7
.
9
2
EV
C
S
=
1
1
+
7
5
.
0
0
EV
C
E
=
2
7
.
9
8
-2.00%0.77%-0.50%2.00%
PV
I
S
T
A
=
9
+
7
5
.
0
0
PV
I
E
L
E
V
=
2
7
.
5
5
PV
I
S
T
A
=
1
0
+
0
3
.
5
4
PV
I
E
L
E
V
=
2
6
.
9
8
PV
I
S
T
A
=
1
4
+
0
0
.
0
0
PV
I
E
L
E
V
=
2
7
.
1
1
PV
I
S
T
A
=
1
4
+
1
3
.
0
0
PV
I
E
L
E
V
=
2
7
.
3
7
26
.
9
26
.
6
27
.
0
28
.
5
27
.
4
27
.
5
27
.
4
27
.
7
26
.
8
27
.
0
5
27
.
3
4
27
.
7
2
28
.
0
3
27
.
8
6
27
.
6
1
27
.
3
6
27
.
1
1
27
.
1
1
9+00 10+00 11+00 12+00 13+00 14+00 14+50
31 LF
18" ADS HP
@ 0.49%
47 LF
15" ADS HP
@ 0.49%
PROPOSED GRADE
EXISTING GROUND
St
a
t
i
o
n
=
9
+
7
5
.
0
0
RO
A
D
A
Station=14+13.00
ROAD A
PROPOSED 8" DR-19 C900
PVC WATERLINE CROSSING
PROPOSED 8" DR-19 C900
PVC WATERLINE CROSSING
S
S
S
S
S
SA
N
SAN
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
S
S 8''W
8''W
8''
W
8''
W
8'
'
W
8'
'
W
GM 12
GM 10
GM 10GM 8
PN 30
PN 36
GM 15
GM 13
GM 13
GM 10
GM 13
GM 12
PN 26
OK 8
GM 12 GM 15
OK 8
GM 10
GM 10
1
5
"
R
C
P
INV=24.26
INV=24.75
W
W
W
W
W
OH
P
OH
P
OH
P
OH
P
B
L
U
E
C
L
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Y
R
O
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-
S
.
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3
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6
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P
U
B
L
I
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R
/
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28
27
2727
28
28
27
28
2
7
23
27
28
2
4
27
1
2
3
4
5 25
26
27
28
29
30
AMENITY AREA
(DESIGN UNDER SEPARATE COVER)
33
39
32
38
31
37
36
35 34
45
46
47
1'3'
31'
93
'
34'
99
'
20'
91
'
20'
20'
90
'
20'
20'
20'
35
'
94'
35
'
91'
12
'
9'
20
'
90'
20
'
20
'
90'
35
'
35
'
94'
35
'
96'
35'
90
'
35'
93
'
20'
91
'
20'
20'
93
'
20'
20'
97
'
20'
47'
53
'
27
'
43'8'
85'
44'
21'
3
5
'
15
'
85'20
'
9'
11
'
85'
20
'
87'
36
'
93'
36
'
98'
35
'
85'
36
'
93'
20
'
20
'
94'
20
'
20
'
94'
20
'
20
'
93'
S
S
S
S
S
S S
SA
N
SAN
14
+
1
3
9
+
7
5
1
0
+
0
0
1
1
+
0
0
12+00
13+
0
0
14
+
0
0
COVE LANDING LANE
BLUE B
A
Y
R
O
A
D
BL
U
E
L
A
G
O
O
N
R
U
N
STA 11+80.98 BLUE BAY ROAD
STA 9+75.00 COVE LANDING LANE
STA 14+13.00 COVE LANDING LANE
STA 14+54.96 BLUE BAY ROAD
15" ADS HP
CB 1012
CB 1011
CB 1020
18" ADS HP
CB 1019
24" ADS HP
CB 1018
SCALE 1"=50'
100'50'0
AQ
U
A
M
A
R
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N
E
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&
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L
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P
L
A
N
A
N
D
P
R
O
F
I
L
E
C7.7
H: 1" = 50'
V: 1" = 5'
PROFILE SCALE
0
0
50
5
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
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DATE
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SCALE 1"=50'
100'50'0
AQUAMARINE WAY - STATION 9+00 TO 14+00
COVE LANDING LANE - STATION 9+00 TO 14+50
8"x8" TEE
(2) 8" GV 8"x8" TEE
(2) 8" GV
PROPOSED 8" C-900 DR-18
WATER MAIN
PROPOSED 8" DR-18 C900
PVC SANITARY SEWER, TYP.
PROPOSED
SWALE, TYP.
PROPOSED 10' PUBLIC
UTILITY EASEMENT, TYP.
FIRE HYDRANT
ASSEMBLY
LEGEND
PROPERTY LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
UTILITY EASEMENT
EXISTING WETLANDS
PROFILE SCALE
0
0
50
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Docusign Envelope ID: 301BA5B9-4AD7-4B24-A43F-030FB7E75577
4/2/2025
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
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DATE
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4/2/2025
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4/2/2025
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PS1.1
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E
R
A
L
L
P
L
A
N
V
I
E
W
R. MATTINGLY
G. RHODES
B. KEATON
06.06.2024
BL
U
E
B
A
Y
T
O
W
N
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O
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E
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R
C
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N
T
Y
-
N
O
R
T
H
C
A
R
O
L
I
N
A
63677
1"= 5'-0"
0 10'
SCALE 1"=5'
5'
PRECAST ELECTRICAL
BUILDING
GENERAT
O
R
W
I
T
H
S
O
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N
D
DAMPENIN
G
E
N
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E
ON CONC
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A
D
C
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N
T
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P
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N
E
L
BU
I
L
D
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G
PROPOSED 9'-0"Ø
CONCRETE WET WELL
EMERGENCY BY-PASS
CONNECTION WITH
GATE VALVE
8" DIP FORCE MAIN
TRANSITION FROM 8" DIP
TO 8" PVC FORCE MAIN
CONCRETE PAVEMENT FOR DRIVE AND
TURN AROUND AREA TO BE MIN 8" THK
4,500 PSI CONCRETE WITH MIN 5" THK
AGGREGATE BASE COURSE, SEE DETAIL
ON SHEET PS1.12
2" RPZ ASSEMBLY
2" DOMESTIC
WATER METER
PROPOSED CONCRETE
7'-0" x 6'-0" VALVE VAULT
BOLLARD (TYP.)
8' DOUBLE SWING GATE
(SEE DETAIL SHEET PS1.10)
NON-FREEZE YARD HYDRANT
W/ CONCRETE COLLAR
(SEE DETAIL SHEET PS1.10)
ACCESS DRIVE FROM RIGHT-OF-WAY TO
HAMMER HEAD CURB ACCESS TO BE
CONSTRUCTED
FLOW METER VAULT
WITH BY-PASS
PIPING, SEE DETAIL
2" WATER
SERVICE, SEE
CIVIL SHEETS
AREA LIGHT INSTALLED ON
UTILITY POLE EXTENDED
TO APX. 15' IN HEIGHT
PUMP STATION SITE SHALL BE
COVERED WITH 8 MIL THICK BLACK
POLYETHYLENE PLASTIC OR OTHER
WEED BLOCKING MATERIAL AND
COVERED WITH 6" OF ABC STONE
ODOR CONTROL PAD
(15x15x2), TOP SET 12"
ABOVE FINISH GRADE
(RECOMMEND A UNIT
BE INSTALLED)
PROPOSED ON-SITE
MANHOLE, SEE CIVIL
SHEETS FOR
STRUCTURE DATA
SITE LAYOUT NOTES:
1.ALL STRUCTURES TO BE PARALLEL AND PERPENDICULAR TO EACH
OTHER.
2.PROVIDE 3' MIN. SEPARATION BETWEEN ALL STRUCTURES, AND TO
FENCE.
3.ALL TOP OF SLAB ELEVATIONS TO BE UNIFORM.
4.UTILITY METER BASE TO BE LOCATED OUTSIDE OF FENCE.
5.FENCE GATE MUST ALLOW DIRECT IN LINE ACCESS TO WET WELL.
6.ADD ODOR CONTROL STRUCTURE (AS NECESSARY)
1'-4"
04/01/2025
Docusign Envelope ID: 301BA5B9-4AD7-4B24-A43F-030FB7E75577
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
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DRAWN BY
DATE
RE
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PS1.2
PU
M
P
S
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T
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N
P
L
A
N
A
N
D
S
E
C
T
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N
S
R. MATTINGLY
G. RHODES
B. KEATON
06.06.2024
BL
U
E
B
A
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T
O
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N
H
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R
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I
N
A
63677
1/2" = 1'-0"
6'
9' Ø
3'
5'
7'
8'
1.34'
1'
CONCRETE
ANTI- FLOTATION
COLLAR
SULZER XFP100G
SUBMERSIBLE PUMPS
OR APPROVED EQUAL
8" CHECK VALVE
(TYP OF 2)8" GATE VALVE
(TYP OF 2)
SPOOL PIECE WITH
PRESSURE GAUGE
(TYP OF 2)
8"X8" TEE
8" 90° ELBOW
6" VENT PIPE
WITH LINK SEAL
6" VENT PIPE WITH LINK
SEAL, SEE DETAIL
1'
8" CHECK VALVE
(TYP OF 2)
8" GATE VALVE
(TYP OF 2)
SPOOL PIECE WITH
PRESSURE GAUGE
(TYP OF 2)
PROPOSED GRADE
ELEV = 28.75'
PROPOSED INLET
ELEV = 12.25' (12.25')
HIGH LEVEL ALARM
ELEV = 11.25' (11.25')LAG PUMP ON
ELEV = 10.25' (9.75')LEAD PUMP ON
ELEV = 9.25' (8.25')
BOTH PUMPS OFF
ELEV = 5.25' (5.25')
BOTTOM OF WET WELL
ELEV = 3.25'
GROUT
1.5'
1.5'
ANTI- FLOTATION COLLAR
SULZER XFP100E
SUBMERSIBLE PUMPS OR
APPROVED EQUAL
2" STAINLESS
STEEL GUIDE
RAILS
PUMP FLOATS (TYP)
CABLE HARNESS
PROPOSED 9'-0"Ø
CONCRETE WET WELL
7'
9'
8'
HALLIDAY ACCESS HATCH
S2R6042 OPENING
(SHOWN FOR REFERENCE ONLY)
PROPOSED 8" PVC PIPE
WITH MANHOLE BOOT,
ROTATED FOR CLARITY
PROPOSED 8" PVC
INFLUENT PIPE WITH
MANHOLE BOOT
PROPOSED 8" DIP
EFFLUENT FORCE MAIN
PROPOSED 7'-0"X6'-0"
CONCRETE VALVE VAULT
PROPOSED 8" PVC
EFFLUENT FORCE MAIN
0.5'
PROPOSED WET WELL
TOP ELEV = 29.25'
5'
PROPOSED 7'-0"X6'-0"
CONCRETE VALVE VAULT
ABC STONE BASE
8" LINK
SEAL (TYP)
ABC STONE BASE
PUMP POWER
CABLES TO PUMP
PIPE SUPPORT, NOT SHOWN
FOR CLARITY SEE DETAIL
PIPE SUPPORT, SEE DETAIL
0.5'
GROUT
2" TF-1 TIDEFLEX
CHECK VALVE
2" SCH 40 PVC
DRAIN LINE
2" SCH 40 PVC
DRAIN LINE
2" TF-1 TIDEFLEX
CHECK VALVE
3.56'
5.05'
6" STILLING BASIN WITH
LEVEL TRANSDUCER
6" STILLING BASIN WITH
LEVEL TRANSDUCER
6'
CONSTRUCTION NOTE:
1.FINAL DESIGN FLOAT ELEVATIONS ARE
THE MAIN SHOWN WHICH IS BASED ON
RESIDENTIAL SUBDIVISION AND
ADJACENT APARTMENT BUILD OUT.
2.INITIAL DESIGN FLOAT ELEVATIONS
ARE SHOWN IN PARENTHESIS (XX.XX'),
THESE ELEVATIONS ARE FOR JUST THE
RESIDENTIAL SUBDIVISION BUILD OUT.
04/01/2025
Docusign Envelope ID: 301BA5B9-4AD7-4B24-A43F-030FB7E75577
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
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DRAWN BY
DATE
RE
V
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PS1.3
IN
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S
R. MATTINGLY
G. RHODES
B. KEATON
12.17.2023
BL
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B
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T
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63677
N.T.S.
NOTE:
1.ONE ADDITIONAL PUMP (SPARE)
AND AN ADDITIONAL IMPELLER
(SPARE) PROPERLY SIZED AT
THE POINT OF CONVEYANCE TO
CFPUA.
2.INITIAL DESIGN IS BASED ON
THE CONSTRUCTION OF THE
RESIDENTIAL SUBDIVISION
BUILD OUT.
INITIAL DESIGN IS BASED ON JUST THE RESIDENTIAL SUBDIVISION 04/01/2025
Docusign Envelope ID: 301BA5B9-4AD7-4B24-A43F-030FB7E75577
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
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DRAWN BY
DATE
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FI
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R. MATTINGLY
G. RHODES
B. KEATON
12.17.2023
BL
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63677
N.T.S.
NOTE:
1.ONE ADDITIONAL PUMP (SPARE)
AND AN ADDITIONAL IMPELLER
(SPARE) PROPERLY SIZED AT
THE POINT OF CONVEYANCE TO
CFPUA.
2.FINAL DESIGN HAS THE MOST
UPDATED INFORMATION AND
INCLUDES ALL ELEMENTS FOR
THE CONSTRUCTION OF THE
PROJECT, RESIDENTIAL
SUBDIVISION AND ADJACENT
APARTMENTS BUILD OUT.
FINAL DESIGN IS BASED ON THE RESIDENTIAL SUBDIVISION AND ADJACENT APARTMENTS 04/01/2025
Docusign Envelope ID: 301BA5B9-4AD7-4B24-A43F-030FB7E75577
RUBBER BOOT
S.S. PIPE CLAMP
KORBAND S.S.
ASSEMBLY
INTERIOR WET WELL
WALL
2" DIA. SCH. 40
GALVANIZED STEEL PIPE
CONCRETE CAP
4" DIA. SCH. 40 STEEL PIPE
(PAINTED BLACK)
SAND FILLED
FINISHED GRADE
12" DIA. 3000 PSI
CONCRETE AROUND 4"
DIA. STEEL PIPE
WATER PIPE (SEE SITE PLAN
FOR CONTINUATION)
VALVE BODY 24" MIN.
12"
18"
12"
3/4" THREADED
MALE HOSE NOZZLE
8 CUBIC FEET OF
GRADED GRAVEL
AROUND VALVE BODY
2'x2'x4" 3000 PSI CONCRETE
PAD WITH 4x4-W4.0xW4.O WWR
YARD HYDRANT
WOODFORD MODEL Y2 OR
APPROVED EQUAL
FREEZE PROOF
YARD HYDRANT
NOT TO SCALE
6"Ø GALVANIZED STEEL PIPE
FILLED SOLID WITH
CONCRETE. ROUND TOP.
PAINT AS SPECIFIED.
FILLED WITH CONCRETE
36"
6" MIN.
6"
48"
EXPANSION JOINT FILLER
AND SEALANT
COMPACTED FILL
BOLLARD
NOT TO SCALE
1" WATER SERVICE INSTALLATION
NOT TO SCALE
REDUCED PRESSURE ZONE ASSEMBLY
NOT TO SCALE
MANHOLE BOOT
NOT TO SCALE
LINK SEAL
NOT TO SCALE
SS GRATING
LOCKING LATCH
CONC. OPNG.
GRATING
PADLOCK LUG
HINGED GRATING
PANEL
GRATING
(BELOW COVER)
COVER LOCKING
DEVICE THIS SIDE
COVER
OPEN
6" MAX (TYP)
CO
N
C
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E
T
E
OP
E
N
I
N
G
4" THRU 36" PIPE
PAINT SAME
AS PIPING
GRINNELL FIG. 259 OR
B-LINE FIG. B3090 CI PIPE
STANCHION SADDLE
STD PIPE FLANGE. ATTACH TO
CONC. WITH A 4 SST STUD
TYPE WEDGE ANCHORS.
1-1/2" GROUT
PIPE SUPPORT
NOT TO SCALE
HINGED FALL PROTECTION
NOT TO SCALE
18"
24" MIN.
1" COPPER
SERVICE LINE
(TYP.)
4' MIN. DEPTH UP TO SIDEWALK
@ SW TRANSITION TO 18" DEPTH
SET BOX ON 4" X 8" X 16" SOLID
CONCRETE BLOCKS (TYP.)
LOCKABLE ANGLE
BALL VALVE
UNDISTURBED SOIL
12" #57 WASHED STONE
TOP OF ANGLE BALL VALVE SHALL BE LOCATED 12" BENEATH
TOP OF METER BOX LID AND HAVE LOCKABLE VALVE
5/8" WATER METER
SIDEWALKROADWAY
TOP ENTRY VERTICALLY ALIGNED
CARTRIDGE DUAL CHECK VALVE
(A.S.S.E. APPROVED)
1" TYPE "K" SOFT COPPER
PIPE, WITH NO JOINTS OR
COUPLINGS
FORD, MUELLER, OR
MCDONALD COPPER-SETTER
FOR 1" METER, BRACE PIPE
REQUIRED
4'-0" MIN. (TYP.)
NOTES:
1.WATER METER SHALL NOT BE LOCATED IN AREAS SUBJECT TO VEHICULAR
TRAFFIC.
2.CAST IRON WATERMETER BOXES ARE TO BE OF THE MBX-1 TYPE. LIDS MUST BE
MARKED WATER.
3.ALL SERVICE LINES, VALVES AND FITTINGS SHALL COMPLY WITH AWWA C800.
4.FOR NON-RESIDENTIAL APPLICATIONS THAT REQUIRE AN ABOVE-GROUND
BACKFLOW PREVENTER. AN APPROVED METER SETTER WITHOUT THE DUAL
CHECK ASSEMBLY MAY BE UTILIZED.
5.METER BOX SHALL BE FREE OF DIRT/DEBRIS.
6.DIRECT TAPS ARE PROHIBITED - SADDLES REQUIRED.
7.WATER METER BOX LID SHALL BE PRE-CONFIGURED TO ACCEPT THE ITRON 100W
THROUGH THE LID WATER COMMUNICATION MODULE. LID SHALL HAVE
PRE-DRILLED 1.75 - 2.0 INCH HOLE AND UP TO 1.75 INCH MAXIMUM LID THICKNESS.
CORP. STOP
45° TO 60°
1" WATER TAP
1" WATER LINE (TYP.)
7"
PLUG LOCK
GALVANIZED
BRACE PIPE
(REQUIRED)
FLOW
CLASS 1 OR CLASS 2, ASSE
1060 INSULATED
WEATHERPROOF ENCOSURE
ANCHORED TO CONCRETE OR
APPROVED
FIBERGLASS MOUNTING PAD
DRAIN PORT - PROVIDE
POSITIVE DRAINAGE OUT
OF ENCLOSURE
4" 3,000 PSI CONCRETE
SLAB. DIMENSIONS PER
BOX MANUFACTURER
SPECIFICATIONS
MINIMUM 6"
OPENING
MINIMUM 2"
ANNULAR AREA
REDUCED PRESSURE BACKFLOW
PREVENTION ASSEMBLY
GFCI
6" MIN
(TYP)
6" MIN
(TYP)
THREADED
UNION
BALL
VALVE
1'
-
0
"
M
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N
4"
M
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N
18
"
M
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B
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1" MIN
VA
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S
(S
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)
FLOW®FLOW®
NOTES:
1.REDUCED PRESSURE PRINCIPLE BACKFLOW
PREVENTION ASSEMBLY SHALL COMPLY WITH
ASSE 1013 & AWWA C511.
2.BACKFLOW PREVENTION ASSEMBLIES SHALL BE
EITHER DOUBLE CHECK VALVE OR REDUCED
PRESSURE PRINCIPLE TYPE DEPENDING ON
DEGREE OF HAZARD FOR PROPOSED
INSTALLATION. BACKFLOW PREVENTION
ASSEMBLIES SHALL BE MANUFACTURED IN
CONFORMANCE WITH AWWA C150 (DOUBLE
CHECK) OR AWWA C 511 (REDUCED PRESSURE)
AND SHALL BE APPROVED BY THE FOUNDATION
FOR CROSS-CONNECTION CONTROL AND
HYDRAULIC RESEARCH, UNIV. OF SOUTHERN
CALIFORNIA AND NCDENR, DIVISION OF
ENVIRONMENTAL HEALTH.
3.BACKFLOW PREVENTION ASSEMBLY SHALL BE
INSTALLED WITHIN 5-FT OF THE METER.
4.BACKFLOW ASSEMBLY SHALL BE CENTERED ON
CONCRETE OR OTHER APPROVED MOUNTING
PAD AND CENTERED WITHIN ENCLOSURE.
5.MINIMUM INSULATED CLASS I OR CLASS II, ASSE
1060 WEATHERPROOF ENCLOSURE REQUIRED.
6.120 V GFCI ELECTRICAL RECEPTACLE TO BE
INSTALLED IN ACCORDANCE WITH THE N.C.
ELECTRICAL CODE FOR OUTDOOR OPERATION.
7.PIPE MATERIAL SHALL BE PVC (SCH. 80 OR
BETTER), COPPER (TYPE K), OR BRASS (ASTM
B43).
8.IRRIGATION ASSEMBLIES TO BE DRAINED
DURING WINTER MONTHS BY PROPERTY OWNER.
9.INSTALLATION SHALL BE IN COMPLIANCE WITH
ALL APPLICABLE SPECIFICATIONS IN ADDITION
TO THE N.C. PLUMBING CODE.
12" X 12" X 1/2" S.S. PLATE
(FILL BETWEEN PLATE AND
WALL WITH GROUT)
S.S. PIPE STRAP
MOUNTED TO BRACE
6" X 6" X 1/2" S.S.
ANGLE BRACE
ARV DISCHARGE PIPE
AND/OR 3/8" NON-CORROSIVE
BUBBLER LINE
3/4" HOLES FOR 5/8" S.S.
ANCHOR BOLTS (6" MIN.
EMBEDMENT)
S.S. U-BOLT
SUCTION PIPE
PIPE BRACE
NOT TO SCALE
NOTE: S.S. = STAINLESS STEEL GRADE 304 OR 316.
NOTE: HOLE SIZE AND LINK SEAL SIZE TO BE
COORDINATED AS PER MANUFACTURER'S
REQUIREMENTS
WALL OR FLOOR
PENETRATION
PIPE SLEEVE WITH MIN. 4" WATER
STOP. HOT DIP GALVANIZED AFTER
FABRICATION OR CORE DRILLED
CONCRETE HOLE
CARRIER PIPE
"LINK-SEAL" WITH SS HARDWARE
(TO BE LOCATED ON ACCESSIBLE
SIDE OF STRUCTURE)
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
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DRAWN BY
DATE
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PS1.11
DE
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S
R. MATTINGLY
G. RHODES
B. KEATON
06.06.2024
BL
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E
B
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T
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N
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63677
NTS
04/01/2025
Docusign Envelope ID: 301BA5B9-4AD7-4B24-A43F-030FB7E75577
GENERATOR SPECIFICATIONS:
TO BE DETERMINED
12"
AS REQ
12"
8"AS REQ8"
WATERPROOF
ENCLOSURE
DIESEL FUEL
TANK
CONC. SLAB
(SEE DETAIL)
AUXILIARY GENERATOR
NOT TO SCALE
6" EACH SIDE 4' MAX
6"
6" CONCRETE PAD
6" ALUMINUM I-BEAM, COATED WITH
BITUMINOUS PAINT WITHIN AND TO
12" ABOVE CONCRETE
AS REQUIRED
ELECTRICAL RACK NOTES:
1.DIMENSIONS ARE TYPICAL.
2.CONCRETE SHALL HAVE 27 DAY STRENGTH OF 3,000 PSI.
3.MOUNT EQUIPMENT ON THE ALUMINUM BACKBOARD WITH NYLON
SPACERS AND 316 STAINLESS STEEL BOLTS, NUTS, AND WASHERS.
4.HOOD HEIGHT AS REQUIRED TO PROVIDE MINIMUM 2" CLEARANCE.
5.PROVIDE ADDITIONAL SUPPORT AS NEEDED TO PREVENT BOWING
OR SAGGING.
6.ALL HARDWARE SHALL BE 316 STAINLESS STEEL.
7.SUBMIT PROPOSED RACK CONSTRUCTION AND DIMENSIONED
EQUIPMENT LAYOUT PRIOR TO FABRICATION.
EX. GRADE
ELECTRICAL RACK
NOT TO SCALE
1/4" MILL ALUMINUM
EQUIPMENT BACKBOARD
CONTROL PANEL EQUIPMENT TO BE
MOUNTED ON ALUMINUM BOARD
ELECTRICAL EQUIPMENT AND
WEATHER HOOD TO BE MOUNTED
ON ALUMINUM I-BEAMS
ELECTRICAL BUILDING NOTE:
1.SEE SITE LAYOUT FOR HVAC AND DOORWAY
ORIENTATION.
ELECTRICAL BUILDING DETAIL
NOT TO SCALE
DESIGN NOTE:
1.BASIS OF PUMP DESIGN SHOWN IS FOR
FINAL DESIGN, BASED ON FULL BUILD OUT
OF RESIDENTIAL SUBDIVISION AND
ADJACENT APARTMENT COMPLEX.
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
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DRAWN BY
DATE
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PS1.13
DE
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R. MATTINGLY
G. RHODES
B. KEATON
06.06.2024
BL
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E
B
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T
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N
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63677
NTS
9'-0"
10'-8"
5'-0"
3'-6"
3'-0"
5'-4"
4'-6"
8"
1'-10"
8'-0"
7'-0"
5-0"
3'-6"
8"
8"
SULZER
XFP100E CB1
14.1
3 460
79.9339.2
9.449"
79.9339.2
04/01/2025
Docusign Envelope ID: 301BA5B9-4AD7-4B24-A43F-030FB7E75577
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
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Docusign Envelope ID: 301BA5B9-4AD7-4B24-A43F-030FB7E75577
4/2/2025