NCC223068_Site Plan or Location Map_20220829

Qc 2015 CAJJ, NIXUN & rtNNtUY, INC:. LAPHtJJLY HtJtHVtJ I IJ UUMMUN LAW C:U1'YH1UN 1 ANU U I NLH 1-HUF'tH 1 Y HIUM IJ IN 1MtJt F'LANJ. 1MtJt F'LANJ AHt NU 1 IU tit HtF HUUUC:tU, UNANULU UH UUVItU IN ANY FUHM UH MANNtH WMA1JUtVtH, NUH AHL I MtY IU tit AtR51UNtU 1U ANY IMIHU F'AH I Y WI I MUU I FIHZS I Ut$ IAININ(a I Mt LAI-HtJJtU WHI I ItN I-LHMIJJIUN ANU C:UNJtN I OF t$AJJ, NIXUN & rLNNtUY, INC:.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT TOWN OF MORRISVILLE STANDARDS AND SPECIFICATIONS
SYMBOLS AND ABBREVIATIONS
ABC
AGGREGATE BASE COURSE
ALUM
ALUMINUM
AST2
ALUMINIZED STEEL - TYPE 2
B-B
BACK TO BACK
BOA
BLOW -OFF ASSEMBLY
C&G
CURB AND GUTTER
CFS
CUBIC FEET PER SECOND
CI
CURB INLET
CL
CENTER LINE
CMP
CORRUGATED METAL PIPE
CO
CLEAN OUT
COM
COMMUNICATION
CONC
CONCRETE
DCV
DOUBLE CHECK VALVE
DDCV
DOUBLE DETECTOR CHECK VALVE
DI
DROP INLET
DIP
DUCTILE IRON PIPE
EASE
EASEMENT
ELEC
ELECTRIC
EX
EXISTING
FES
FLARED END SECTION
FH
FIRE HYDRANT
FM
FORCE MAIN
FT
FEET
FT/SEC
FEET PER SEC
GALV
GALVANIZED
GV
GATE VALVE
HDPE
HIGH DENSITY POLYETHYLENE
L
LENGTH
LF
LINEAR FEET
MH
MANHOLE
PAVE
PAVEMENT
PE
FINISHED PAD ELEVATION
PP
POWER POLE
PVC
POLYVINYL CHLORIDE
R
RADIUS
R/W
RIGHT-OF-WAY
RED
REDUCER
RCP
REINFORCED CONCRETE PIPE
RPZ
REDUCED PRESSURE ZONE
SS
SANITARY SEWER
STA
STATION
TDD
TEMPORARY DIVERSION DITCH
TELE
TELEPHONE
TSB
TEMPORARY SEDIMENT BASIN
UG
UNDERGROUND
WCR
WHEELCHAIR RAMP
W/L
WATER LINE
WM
WATER METER
YI
YARD INLET
CONSTRUCTION NOTES
M
EXISTING CURB INLET
❑
EXISTING GRATE INLET/YARD INLET
o
EXISTING FLARED END SECTION
EXISTING FIRE HYDRANT
oa-o
EXISTING BLOW -OFF ASSEMBLY
oa
EXISTING GATE VALVE
o
EXISTING REDUCER
❑
EXISTING WATER METER
O
EXISTING SAN SEWER MANHOLE
o
EXISTING CLEAN OUT
rOi
EXISTING POWER POLE
❑
EXISTING TELEPHONE PEDESTAL
EXISTING AREA LIGHT
EXISTING SIGN
NEW CURB INLET
■
NEW GRATE INLET/YARD INLET
on
NEW FLARED END SECTION
�
NEW FIRE HYDRANT
H•
NEW BLOW -OFF ASSEMBLY
H
NEW GATE VALVE
NEW REDUCER
o
NEW WATER METER
171
NEW TEE
n
NEW PLUG
•
NEW MANHOLE
®
NEW CLEAN OUT
-r
NEW SIGN
0
IRON PIPE
BENCHMARK
TEMP SILT FENCE
CHURCH STREET DAY CARE
1PF
1PF
TEMP TREE PROTECTION FENCE
TEMP COMBINATION SILT/TREE PROTECTION FENCE
TPF
TEMP DIVERSION DITCH
•
DISTURBED LIMITS
- •
STREAM
- - G -
- - G
EXISTING GAS LINE
- - COM -
- - COM
EXISTING COMMUNICATIONS LINE
- - r -
- - r
EXISTING UNDERGROUND TELEPHONE
- - E -
- - E
EXISTING UNDERGROUND ELECTRIC
- - OHE -
- - OHE
EXISTING OVERHEAD ELECTRIC
- - w -
- - w
EXISTING WATER LINE
- - FM -
- - FM
EXISTING SANITARY SEWER FORCE MAIN
- - ss -
- - ss
EXISTING SANITARY SEWER
---------------
EXISTING STORM DRAINAGE
NEW STORM DRAINAGE
NEW WATER LINE
NEW SANITARY SEWER
FM
NEW SANITARY SEWER FORCE MAIN
FM
NEW GAS MAIN
G
G
• • • • • • • •
• • • • • •
• HANDICAPPED ACCESSIBLE ROUTE
NOTE: ALL CONSTRUCTION ACTIVITY MUST BE
IN ACCORDANCE WITH THE ACCEPTED
POLICIES OF THE TOWN OF MORRISVILLE AND
NCDOT
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE MUNICIPALITY STANDARDS,
SPECIFICATIONS, AND DETAILS. WORK IN THIS PROJECT SHALL ALSO CONFORM TO THESE PLANS, THE
LATEST EDITIONS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) ROAD AND
BRIDGE SPECIFICATIONS, THE ROAD AND BRIDGE STANDARDS, THE NORTH CAROLINA EROSION AND
SEDIMENT CONTROL HANDBOOK, THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL REGULATIONS,
THE FINAL GEOTECHNICAL REPORT, AND GENERAL DESIGN STANDARDS. IN THE EVENT OF CONFLICT
BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS, OR PLANS, THE MOST STRINGENT SHALL
GOVERN.
2. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR TRENCH SAFETY DURING ALL PHASES OF
CONSTRUCTION.
3. PER LIDO SECTION 3.8.2.C.6.b, NEW CONSTRUCTION OF A DAY CARE IN AIRPORT OVERLAY-B MUST
LIMIT INTERIOR NOISE FROM AIRCRAFT TO AVERAGE DNL OF 45 DB. BUILDING PERMIT APPLICATION
MUST INCLUDE CERTIFICATION THAT CONSTRUCTION WILL COMPLY WITH THESE STANDARDS.
4. THE LOCATION AND SIZE OF EXISTING UTILITIES AS SHOWN IS APPROXIMATE ONLY. THE CONTRACTOR
IS RESPONSIBLE FOR HORIZONTALLY AND VERTICALLY LOCATING AND PROTECTING ALL PUBLIC OR
PRIVATE UTILITIES WHICH LIE IN OR ADJACENT TO THE CONSTRUCTION SITE. AT LEAST 48 HOURS
PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL NOTIFY
THE NORTH CAROLINA ONE -CALL UTILITIES LOCATION SERVICE (ULOCO) AT 1-800-632-4949 FOR
PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE SITE.
5. THE CONTRACTOR SHALL SALVAGE AND PROTECT ALL EXISTING POWER POLES, SIGNS, MANHOLES,
TELEPHONE RISERS, WATER VALVES, ETC. DURING ALL CONSTRUCTION PHASES. THE CONTRACTOR
SHALL REPAIR, AT HIS OWN EXPENSE, ANY EXISTING UTILITIES DAMAGED DURING CONSTRUCTION.
6. TRAFFIC CONTROL ON PUBLIC STREETS SHALL BE IN CONFORMANCE WITH THE TRAFFIC CONTROL PLAN,
THE "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES," AND AS FURTHER DIRECTED BY CITY AND
STATE INSPECTORS.
7. ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND SPECIFICATIONS AND SITE CONDITIONS OR
ANY INCONSISTENCIES OR AMBIGUITIES IN DRAWINGS OR SPECIFICATIONS SHALL BE IMMEDIATELY
REPORTED TO THE ENGINEER, IN WRITING, WHO SHALL PROMPTLY ADDRESS SUCH INCONSISTENCIES OR
AMBIGUITIES. WORK DONE BY THE CONTRACTOR AFTER HIS DISCOVERY OF SUCH DISCREPANCIES,
INCONSISTENCIES, OR AMBIGUITIES SHALL BE DONE AT THE CONTRACTOR'S RISK.
8. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE
CONTRACTOR SHALL ARRANGE THE MEETING WITH THE CITY ENGINEERING DIVISION.
9. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL REQUIRED PERMITS AND APPROVALS PRIOR TO
COMMENCING CONSTRUCTION.
611 & 703 CHURCH STREET
TOWN OF MORRISVILLE, WAKE COUNTY, NORTH CAROLINA
SITE PLAN AND CONSTRUCTION DRAWINGS
10. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE, AND AS SHOWN ON THESE PLANS. THE
CONTRACTOR SHALL MAINTAIN ADEQUATE SITE DRAINAGE DURING ALL PHASES OF CONSTRUCTION. THE
CONTRACTOR SHALL USE SILT FENCES (OR OTHER METHODS APPROVED BY THE ENGINEER AND
APPLICABLE MUNICIPALITY) AS REQUIRED TO PREVENT SILT AND CONSTRUCTION DEBRIS FROM FLOWING
ONTO ADJACENT PROPERTIES. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, OR
LOCAL EROSION, CONSERVATION, AND SILTATION ORDINANCES. CONTRACTOR SHALL REMOVE ALL
TEMPORARY EROSION CONTROL DEVICES UPON COMPLETION OF PERMANENT DRAINAGE FACILITIES AND
THE ESTABLISHMENT OF A STAND OF GRASS OR OTHER GROWTH TO PREVENT EROSION.
11. THE CONTRACTOR SHALL CLEAR AND GRUB THE SITE AND PLACE, COMPACT, AND MOISTURE CONDITION
ALL FILL PER THE PROJECT GEOTECHNICAL ENGINEER'S SPECIFICATIONS. THE FILL MATERIAL TO BE
USED SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT.
12. MATERIALS USED TO CONSTRUCT EMBANKMENTS FOR ANY PURPOSE, BACKFILL AROUND DRAINAGE
STRUCTURES, OR IN UTILITY TRENCHES FOR ANY OTHER DEPRESSION REQUIRING FILL OR BACKFILL
SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY AS DETERMINED BY THE STANDARD PROCTOR
TEST AS SET OUT IN ASTM STANDARD D698. STONE BACKFILL SHALL BE COMPACTED TO 95%
MAXIMUM DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST AS SET OUT IN ASTM STANDARD
D1557. THE CONTRACTOR SHALL, PRIOR TO ANY OPERATIONS INVOLVING FILLING OR BACKFILLING,
SUBMIT THE RESULTS OF THE PROCTOR TEST TOGETHER WITH A CERTIFICATION THAT THE SOIL TESTED
IS REPRESENTATIVE OF THE MATERIALS TO BE USED ON THE PROJECT. TESTS SHALL BE CONDUCTED
BY A CERTIFIED MATERIALS TESTING LABORATORY AND THE CERTIFICATIONS MADE BY A LICENSED
PROFESSIONAL ENGINEER REPRESENTING THE LABORATORY.
13. PROPOSED CONTOURS AND GUTTER GRADIENTS ARE APPROXIMATE. PROPOSED SPOT ELEVATIONS AND
ROADWAY PROFILES/SUPERELEVATIONS ARE TO BE USED IN CASE OF DISCREPANCY.
14. THE CONTRACTOR SHALL REVIEW, VERIFY AND COORDINATE ALL DIMENSIONS SHOWN ON PLANS,
INCLUDING THE HORIZONTAL AND VERTICAL LOCATION OF CURB INLETS AND GRATE INLETS AND ALL
UTILITIES CROSSING THE STORM SEWER PRIOR TO STARTING PROJECT.
15. ALL CURB JOINTS SHALL EXTEND THROUGH THE CURB. MINIMUM LENGTH OF OFFSET JOINTS AT
RADIUS POINTS IS 1.5 FEET. ALL JOINTS SHALL BE SEALED WITH JOINT SEALANT.
16. ALL HANDICAP RAMPING, STRIPING, AND PAVEMENT MARKINGS SHALL CONFORM TO ADA
REQUIREMENTS AND THE "NORTH CAROLINA STATE BUILDING CODE, VOL. 1-C ACCESSIBILITY CODE.
17. OWNER SHALL PROVIDE FENCING AND OTHER SAFETY MEASURES NECESSARY IN AND AROUND ANY
TOWN OF MORRISVILLE PROJECT NO.
COMBO=000617=2020
PROPOSED STORMWATER MANAGEMENT MEASURES (PONDS, WETLANDS, ETC.) OBTAINING PROPER
PERMITS SHALL BE THE RESPONSIBILITY OF THE OWNER.
18. RETAINING WALLS EXCEEDING 30 INCHES IN HEIGHT SHALL INCLUDE FALL PROTECTION IN THE FORM
OF A HANDRAIL OR FENCING ON THE HIGH SIDE OF THE RETAINING WALL.
19. PROPER COMPACTION OF ALL FILL SOILS PLACED ON SITE SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR. COMPACTION SHALL BE ADEQUATE TO SUPPORT THE PROPOSED USE OF AREAS IN
WHICH FILL SOILS ARE PLACED. THE CONTRACTOR SHALL HIRE A GEOTECHNICAL ENGINEER TO TEST
AND VERIFY THAT COMPACTION IS ADEQUATE FOR THE PROPOSED USE OF IN THE AREA OF FILL
PLACEMENT.
20. ALL ASPECTS OF THIS PROJECT SHALL BE IN FULL COMPLIANCE WITH CURRENT ADA STANDARDS. IF
THE CONTRACTOR NOTES ANY ASPECTS OF THE PROJECT WHICH ARE NOT IN COMPLIANCE, THE
ENGINEER SHALL BE NOTIFIED PRIOR TO ANY FURTHER WORK BEING PERFORMED. ANY WORK
PERFORMED AFTER THE CONTRACTOR NOTES SUCH A NON COMPLIANCE IS SUBJECT TO REMOVAL AND
REPAIR AT THE CONTRACTOR'S EXPENSE.
21. THE CONTRACTOR OR OWNER SHALL EMPLOY A GEOTECHNICAL ENGINEER TO TEST ALL EMBANKMENTS
AND FILL PLACEMENT FOR PROPER COMPACTION. PROPER COMPACTION SHALL BE PER THE
GEOTECHNICAL ENGINEER'S RECOMMENDATIONS OR THESE PLANS, WHICHEVER IS MORE STRINGENT.
EMBANKMENTS FOR PONDS SHALL BE PLACED IN 6 INCH LOOSE LAYERS AND SHALL BE COMPACTED
TO A DENSITY OF NO LESS THAN 95% OF THE STANDARD PROCTOR MAXIMUM DENSITY AT A MOISTURE
CONTENT OF + OR - TWO PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN
ACCORDANCE WITH ASTM D698. THE CONTRACTOR SHALL TAKE PHOTOGRAPHS OF THE OUTLET
STRUCTURE AT ALL AT ALL PHASES OF INSTALLATION AND SHALL RETAIN WITH GEOTECHNICAL TESTING
DATA. THE CONTRACTOR SHALL ALSO RETAIN ALL SHIPPING RECORDS AND SPECIFICATIONS FOR THE
OUTLET STRUCTURE MATERIALS AND STRUCTURES. ALL OF THE ABOVE DATA MAY BE REQUIRED AS
PART OF THE MUNICIPALITY AS -BUILT PROCESS AND SHALL BE MADE AVAILABLE TO THE ENGINEER
UPON REQUEST. THE CONTRACTOR AND OWNER SHALL HAVE DOCUMENTATION OF THESE TESTS
AVAILABLE UPON REQUEST.
22. RETAINING WALLS SHOWN HEREIN SHALL BE DESIGNED BY A QUALIFIED PROFESSIONAL ENGINEER WITH
EXPERIENCE DESIGNING RETAINING WALLS. AT LEAST 14 DAYS PRIOR TO BEGINNING CONSTRUCTION
OF RETAINING WALLS, THE CONTRACTOR SHALL CONTACT THE OWNER'S GEOTECHNICAL ENGINEER TO
SCHEDULE AND COORDINATE ALL APPROPRIATE INSPECTIONS, TESTING, AND VERIFICATION NECESSARY
DURING RETAINING WALL CONSTRUCTION. THE GEOTECHNICAL ENGINEER SHALL PROVIDE CONTINUOUS
INSPECTION, TESTING AND VERIFICATION FOR THE DURATION OF RETAINING WALL CONSTRUCTION.
PROPER SCHEDULING, EXECUTION, AND RECORD KEEPING FOR ALL REQUIRED INSPECTIONS, TESTING,
AND VERIFICATION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. SUCH RECORDS SHALL BE
RETAINED AND SHALL BE PROVIDED TO THE OWNER AND BASS, NIXON & KENNEDY, INC. ALL
MONITORING, TESTING, AND VERIFICATION SHALL CONFORM TO THE MOST RECENT VERSION OF THE NC
BUILDING CODE CHAPTER 18, SECTION 1806 OR THE WALL DESIGN ENGINEER'S SPECIFICATIONS,
WHICHEVER IS MORE STRINGENT.
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BEFORE YOU DIG!
CONTACT ONE -CALL CENTER
1-800-632-4949
Town of Cary
Approved Utility Extensions
Water Permit #: WP2200002
Sanitary Sewer Permit #: NP2200002
Reclaimed Water Permit #: N/A
By: JAMIE BISSONNETTE, PE
OWNER:
SMYLE INVESTMENTS, LLC
633 MERCER GRAND DRIVE
CARY, NC 27519
CONTACT: KIRIT PADIA
PHONE' (9191 749-4447
SHEET INDEX
COVER
1 OF 1
EXISTING SURVEY PLAT C6.9
INLET DRAINAGE AREA PLAN
COA
DEMOLITION PLAN SL1.1
SITE LIGHTING PLAN
C0.2
DEMOLITION PLAN SL1.2
STREET LIGHTING PLAN
C1.1
SITE PLAN A1.4
ARCHITECTURAL DIMENSION PLAN
C1.2
SITE PLAN A4.1
BUILDING ELEVATION
C1.3
TURNING MOVEMENT PLAN A4.1
BUILDING ELEVATION FINISH AREAS
C2.1
UTILITY PLAN A4.2
BUILDING EXTERIOR LIGHT FIXTURES
C2.2
UTILITY PLAN A5.1
PLAYGROUND EQUIPMENT PLAN
C3.1
GRADING AND DRAINAGE PLAN A10.1A
FIRE EXIT PLAN
C3.2
GRADING AND DRAINAGE PLAN A10.1 B
FIRE EXIT PLAN
C3.3
SCM DETAIL SHEET
C4.1
SEWER OUTFALL PLAN & PROFILE
C4.2
WATER LINE PLAN & PROFILE
C4.3
CHURCH STREET AND DRIVEWAY PROFILE
C4.4
CHURCH STREET CROSS -SECTIONS
C4.5
CHURCH STREET TYPICAL SECTIONS
C5.1
DETAILS
C5.2
DETAILS
C5.3
DETAILS
C5.4
DETAILS
C5.5
DETAILS
L1.1
LANDSCAPE PLAN
L1.2
TREE SURVEY
L1.3
TREE PROTECTION PLAN
C6.1
EROSION CONTROL PLAN STAGE 1
C6.2
EROSION CONTROL PLAN STAGE 1
C6.3
EROSION CONTROL PLAN STAGE 2
C6.4
NPDES STABILIZATION PLAN
C6.5
EROSION CONTROL DETAILS
C6.6
EROSION CONTROL DETAILS
C6.7
EXISTING DRAINAGE AREA PLAN
C6.8
PROPOSED DRAINAGE AREA PLAN
TOWN OF MORRISVILLE SITE DATA
PROJECT NAME: CHURCH STREET DAY CARE CENTER
PIN: (1) 0745-88-5550
(2) 0745-88-6331
ADDRESS: 611/703 CHURCH STREET
MORRISVILLE, NORTH CAROLINA
ZONING: OFFICE INSTITUTIONAL (0/1)
EMAIL: [e-mail]
USE/OCCUPANCY CLASSIFICATION:
EXISTING (1):
EXISTING (2):
PROPOSED:
DEVELOPER:
SITE AREA:
ROAD FRONTAGE
CHURCH STREET
SMYLE INVESTMENTS, LLC
BUILDING (IM)
633 MERCER GRAND DRIVE
NT (SETBACKS:
FRONT (5.0% ADMINISTRATIVE ADJUSTMENT):
CARY, NC 27519
SIDE:
REAR (CODE):
REAR (7.0% ADMINISTRATIVE ADJUSTMENT):
CORNER SIDE:
CONTACT: KIRIT PADIA
BUILDING CONSTRUCTION TYPE:
DAY CARE CENTER
PHONE: [phone]
BUILDING HEIGHT:
PROVIDED:
EMAIL: [e-mail]
DAY CARE CENTER:
BUILDING SIZE:
REQUIRED PARKING (1 SPACE/325' OF LICENSED AREA):
PROVIDED PARKING:
STANDARD:
ADMINISTRATIVE ADJUSTMENTS
COMPACT:
ACCESSIBLE INCL X VAN SPACES
1. ADMIN-21-0316: ALTERNATE STANDARDS REQUEST TO UTILIZE TOTAL:
CMP PIPE FOR STORM DRAINAGE.
2. ADMIN-21-0317: REDUCTION IN THE PERIMETER LANDSCAPE IMPERVIOUS AREA (REFER TO IMPERVIOUS TABLE FOR DETAIL)
BUFFER WIDTH BY 10%
LOT COVERAGE: (PROVIDED)
3. ADMIN-22-0374: REDUCTION IN THE FRONT BUILDING SETBACK LOT COVERAGE: (MAXIMUM)
BY 5.0%.
4. ADMIN-22-0375: REDUCTION IN THE REAR BUILDING SETBACK BY DISTURBED AREA:
7.0%.
COMMON OPEN SPACE
(10% REQUIREMENT)
SEWER FLOW:
ENGINEER: 0.12 GPD/SF (8,531 SF)
WATERSHED:
- WATER LINES
- 6" DIP
INC.RECLAIMED LINES:
BASS, NIXON & KE N N E DY, CSANITARY SEWER LINES:
CONSULTING ENGINEERS 8" PVC
8" DIP
6310 CHAPEL HILL ROAD, SUITE 250 SANITARY SEWER MANHOLES:
RALEIGH, NORTH CAROLINA 27607 WATER TAPS:
TELEPHONE: [phone] SEWER TAPS:
FAX: [phone] OVERLAY DISTRICT:
CERTIFICATION NUMBERS: NCBELS (C-0110)
NCBOLA (C-0267)
CONTACT: JOHN WOODLIEF, PE
EMAIL: [e-mail]
SINGLE FAMILY
VACANT
DAY CARE CENTER
1.09 AC (47,421 SF)
428.53 LF
30'
28.5'
15'
30'
27.9'
20'
WOOD
NO MAXIMUM
17 FT
8,925 SF
5445 SF/325 = 17 SPACES)
23 SPACES
0 SPACES
2 SPACES
25 SPACES
30,274 SF
63.84%
65.0%
53,231 SF (1.22 AC)
REQUIRED: 4,742 SF
PROVIDED: 4,763 SF
1,218 GPD
NEUSE RIVER
167 LF
0 LF
789 LF
122 LF
7
2
1
AIRPORT OVERLAY B DISTRICT
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R:\2019\19202 - Church Street Daycare\CIVIL\04 Construction\001 C0.0 - 19202 Cover.dwg, 4/21/2022 1:43:38 PM, DWG To PDF.pc3
TOWN OF MORRISVILLE PROJECT NO. COMBO-000617-2020
Morrisville Morrisville
Reviewed By Reviewed By
Engineering Stormwater
brg 05/03/2022 CJacobs 05/03/2022