20181522 Ver 1_SitePlan_20181105

SITE
MACON POND ROAD
OPO
0
0
ry
W
Lli
€ 2018 --ft Corporation ® 2018 D1g,WG10 ®CNES (2018) Distribution Airbus DS
VICINITY MAP
SCALE: 1" = 500'
NORTH
RIGHT-OF-WAY OBSTRUCTION NOTES:
1. LANE AND SIDEWALK CLOSURES OR DETOURS: PRIOR TO ANY LANE OR SIDEWALK OBSTRUCTION, THE CONTRACTOR OR
ENGINEER SHALL SUBMIT A TRAFFIC CONTROL AND/OR PEDESTRIAN PLAN ALONG WITH A RIGHT-OF-WAY SERVICES
APPLICATION TO REQUEST THE OBSTRUTION PRIOR TO THE START OF WORK TO [e-mail] FOR
APPROVAL.
2. THE CITY OF RALEIGH REQUIRES AN APPROVED RIGHT-OF-WAY OBSTRUCTION PERMIT FOR WORK ON ANY PUBLIC STREET OR
SIDEWALK AND NCDOT ROAD WITHIN RALEIGH'S JURISDICTION.
3. ALL TRAFFIC CONTROL SIGNAGE AND PRACTICES SHALL ADHERE TO THE MANUAL ON UNIFORM TRAFFIC CONTROL, AND THE
LATEST EDITION OF THE NCDOT 'STANDARD SPECIFICATION FOR ROADWAY STRUCTURES", NCDOT "ROADWAY STANDARD
DRAWING MANUAL', AND THE NCDOT SUPPLEMENT TO THE MUTCD.
4. ALL PUBLIC SIDEWALKS MUST BE ACCESSIBLE TO PEDESTRIANS WHO ARE VISUALLY IMPAIRED AND/OR PEOPLE WITH
MOBILITY CONCERNS. EXISTING AND ALTERNATIVE PEDESTRIAN ROUTES DURING CONSTRUCTION SHALL BE REQUIRED TO BE
COMPLIANT WITH THE PUBLIC RIGHTS OF WAY ACCESSIBILITY GUIDELINES (PROWAG), THE ADA STANDARDS FOR ACCESSIBLE
DESIGN AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
5. PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SCHEDULE A PRE -CONSTRUCTION MEETING WITH THE ENGINEERING
INSPECTIONS COORDINATOR TO REVIEW THE SPECIFIC COMPONENTS OF THE APPROVED PLAN, AND ENSURE ALL PERMITS ARE
ISSUED.
6. ALL PERMITS MUST BE AVAILABLE AND VISIBLE ON SITE DURING THE OPERATION.
SITE DATA
PROJECT NAME:
MACON POND SITE DEVELOPMENT
SITE ADDRESS:
2923 EDWARDS MILL ROAD
COUNTY:
WAKE
PARCEL PIN #:
0785-63-7844
PARCEL OWNER:
REX HOSPITAL INC
PARCEL AREA:
27.22 AC / 1,185,703.20 SF
TOTAL DISTURBED/ PROJECT AREA:
16.94 AC / 737690.84 SF
CURRENT ZONING:
OX -12 -GR -CU
EXISTING LAND USE:
PARKING LOT
PROPOSED USE:
MEDICAL OFFICE (FUTURE)
RIVER BASIN:
NEUSE
CONSTRUCTION TYPE:
NEW
MAX BUILDING HEIGHT:
N/A
PROPOSED BUILDING HEIGHT:
N/A
EXISTING PARCEL IMPERVIOUS AREA:
288,094 SF / 6.61 AC
PROPOSED PARCEL IMPERVIOUS AREA:
543,020 SF / 12.47 AC
MACON POND SITE DEVELOPMENT
2923 EDWARDS MILL ROAD
RALEIGH,NC
CITY OF RALEIGH
PRELIMINARY SUBDIVISION
PLAN SUBMITTAL
SUBMITTED ON OCTOBER 19, 2018
GENERAL NOTES:
1. THE SCOPE OF WORK INVOLVES SUBDIVIDING ONE PARCEL INTO 4 NEW PARCELS WITH THREE (3) NEW STREETS,
INFRASTRUCTURE, LANDSCAPING AND STORMWATER CONTROL DEVICES
2. FUTURE USE OF THIS PROJECT WILL BE MEDICAL HOSPITAL.
3. THIS PROJECT WILL BE CONSTRUCTED IN MULTIPLE PHASES. SEE PHASING PLAN SHEET C1.10 FOR DETAILS.
4. THE DEVELOPER ACKNOWLEDGES THAT THEY HAVE REVIEWED AND ARE IN COMPLIANCE WITH THE REQUIREMENTS
SET FORTH IN THE SOLID WASTE DESIGN.
5. TRASH AND RECYCLING WILL BE HANDLED BY CITY OF RALEIGH SOLID WASTE SERVICES ON DAYS SPECIFIED BY THE
SOLID WASTE. FUTURE DEVELOPMENT WILL HAVE TWO (2) DUMPSTERS AND ONE (1) RECYCLE CONTAINER LOCATED
ON SITE NEAR THE LOADING DOCK. SEE SHEET C3.00 FOR LOCATION.
UTILITIES IMPROVEMENTS QTY
PHASE NUMBER(S) PHASE I
NUMBER OF LOT(S)
4
LOT NUMBER(S) BY PHASE
4
NUMBER OF UNITS
1
LIVABLE BUILDINGS
YES
OPEN SPACE?
NO
NUMBER OF OPEN SPACE LOTS
0
PUBLIC WATER (LF)
52 LF (4" DIP DOMESTIC WATERLINE)
144 LF (6" DIP FIRE HYDRANT)
3,439 LF (8" DIP)
PUBLIC SEWER (LF)
28 LF (4" PVC)
25 LF (6" PVC)
1,205 LF (8" PVC)
PUBLIC STREET (LF) - FULL
2,377 LF
PUBLIC STREET (LF) - PARTIAL
0
PUBLIC SIDEWALK (LF)
6,014 LF
STREET SIGNS (LF)
0
WATER SERVICE STUBS
2
SEWER SERVICE STUBS
1
CIVIL ENGINEERING - LANDSCAPE ARCHITECTURE - GEOMATICS - GEOTECHNICAL
rij
STEWART
223 S. WEST STREET FIRM LICENSE #: C-1051
SUITE 1100 www.stewartinc.com
RALEIGH, NC 27603 PROJECT#: C18068
T 919.380.8750
STEWART INC. - CIVIL
CONTACT: ROY P. LORENZEN, PE
PROJECT MANAGER
919.866.4813 (T)
919.380.8752 (F)
[e-mail]
STEWART INC. - GEOMATICS
CONTACT: FRANK G. MUNDY, II, PLS
DIRECTOR OF GEOMATICS
919.866.4806 (T)
919.380.8752 (F)
[e-mail]
STEWART INC. - LANDSCAPE ARCHITECTURE
CONTACT: CHRISTOPHER MILLER, PLA
LANDSCAPE ARCHITECT
919.866.4796 (T)
919.380.8752 (F)
[e-mail]
STEWART INC. - GEOTECHNICAL
CONTACT: DON BROWN, PE
MANAGER OF CONSTRUCTION SERVICES
919.866.4842 (T)
919.380.8752 (F)
[e-mail]
OWNER ARCHITECTS
SHEET INDEX
Sheet No.
SHEET NAME
C0.00
COVER SHEET
C0.10
GENERAL NOTES
S1
SURVEY (1 OF 4)
S2
SURVEY (2 OF 4)
S3
SURVEY (3 OF 4)
S4
SURVEY (4 OF 4)
C1.00
PRELIMINARY SUBDIVISION PLAN
C1.10
DEVELOPMENT PHASING PLAN
C3.00
SITE PLAN - OVERALL
C3.01
SITE PLAN - LOTS 1 AND 2
C3.02
SITE PLAN - LOT 3
C3.03
SITE PLAN - LOT 4
C3.50
TRANSPORTATION PLAN - OVERALL
C3.51
TRANSPORTATION PLAN - LOTS 1 AND 2
C3.52
TRANSPORTATION PLAN - LOT 3
C3.53
TRANSPORTATION PLAN - LOT 4
C5.00
GRADING AND DRAINAGE PLAN - OVERALL
C5.01
GRADING AND DRAINAGE PLAN - LOTS 1 AND 2
C5.02
GRADING AND DRAINAGE PLAN - LOT 3
C5.03
GRADING AND DRAINAGE PLAN - LOT 4
C5.10
STORM DRAINAGE TABLE
C5.20
STORM WATER MANAGEMENT PLAN - NORTH
C5.21
STORMWATER MANAGEMENT PLAN - WEST
C5.22
SCM STANDARD DETAILS
C6.00
UTILITY PLAN - OVERALL
C9.00
SITE DETAILS
C9.01
SITE DEAILS
C9.20
DRAINAGE DETAILS
C9.30
SANITARY SEWER DETAILS
C9.31
WATER DETAILS
C9.32
WATER DETAILS
C9.33
WATER DETAILS
L1.00
TREE CONSERVATION PLAN
L5.00
PLANTING PLAN - OVERALL
L6.00
PLANTING DETAILS
APPLICATION
Preliminary Subdivision DEVELOPMENT
SERVICES
Plan Application DEPARTMENT
Development Services Customer Service Center I I Exchange Plaza, Suite 4001 Raleigh, NC 276011919-996-2495 1 efax 919-996-1831
Litchford Satellite Office 18320 - 130 Litchford Road I Raleigh. NC 27601 1919-99611200
When submitting plans, please check the appropriate review type and include the Plan Checklist document.
Office Use Only: Transaction # Project Coordinator Team Leader
PRELIMINARY APPROVALS
Subdivision * ❑ Conventional Subdivision ❑ Compact Development ❑ Conservative Subdivision
*May require City Council approval if in a Metro Park Overlay or Historic Overlay District
If your project has been through the Due Diligence process, provide the transaction #: 552969 & 566634
GENERAL INFORMATION
Development Name MACON POND SITE DEVELOPMENT
Proposed Use MEDICAL OFFICE BUILDING
Property Address(es) 2923 Edwards Mill Road
Raleigh, NC
Wake County Property Identification Number(s) for each parcel to which these guidelines will apply:
PIN Recorded Deed
0785637844
PIN Recorded DeedPIN Recorded Deed
PIN Recorded Deed
What is your project type?
❑ Single family ❑ Townhouse ❑■ Subdivision in a non-residential zoning district
❑ Other (describe):
OWNER/DEVELOPER INFORMATION
Company Name UNC Rex Healthcare
Owner/Developer Name Chad Lefteris
Address4420 Lake Boone Trail, Raleigh, NC 27607
Phone [phone]
Email [e-mail]1
Fax N/A
CONSULTANT/CONTACT PERSON FOR PLANS
Company Name Stewart Inc
I Contact Name Roy Lorenzen
Address 223 S. West Street Suite 1100 Raleigh, NC 27603
Phone [phone]
1 Email [e-mail]
I Fax[phone]
PAGE 1 OF 3
WWW.RALEIGHNC.GOV
REVISION 03.11.16
DEVELOPMENT TYPE AND SITE DATE TABLE (Applicable to all developments)
ZONING INFORMATION
Zoning District(s) OX -12 -CU
If more than one district, provide the acreage of each:
Overlay District? ❑ Yes ❑■ No
Inside City Limits? ❑ Yes ❑■ No
CUD (Conditional Use District) Case # Z-8-18
COA (Certificate of Appropriateness) Case #
BOA ( Board of Adjustment) Case # A-
STORMWATER INFORMATION
Existing Impervious Surface acres/sf Flood Hazard Area ❑ Yes [■ No
Proposed Impervious Surface acres/sf Neuse River Buffer ❑■ Yes ❑ No
Wetlands ❑■ Yes ❑ No
If in a Flood Hazard Area, provide the following:
Alluvial Soils Flood Study FEMA Map Panel #
NUMBER OF LOTS AND DENSITY
Total # of Townhouse Lots: Detached 0 Attached 0
Total # of Single Family Lots 0 Total # of All Lots 4
Overall Unit(s)/Acre Densities Per Zoning Districts
Total # of Open Space and/or Common Area Lots 0
SIGNATURE BLOCK (Applicable to all developments)
In filing this plan as the property owner(s), I/we do hereby agree and firmly bind ourselves, my/our heirs, executors, administrators,
successors and assigns jointly and severally to construct all improvements and make all dedications as shown on this proposed
subdivision plan as approved by the City.
I hereby designate Roy P. Lorenzen, P. E. to serve as my agent regarding this application, to receive and respond to
administrative comments, to resubmit plans on my behalf, and to represent me in any public meeting regarding this application.
I/we have read, acknowledge, and affirm that this project is conforming to all application requirements applicable with the proposed
development u
Signature � - - - =- -- - - - Date

GENERAL NOTES:
1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN COMPLIANCE WITH THE OFFICE OF STATE
CONSTRUCTION, DEPARTMENT OF INSURANCE, NCDENR, AND ALL OTHER APPLICABLE LOCAL, STATE AND FEDERAL
GUIDELINES. ALL UTILITY CONSTRUCTION SHALL COMPLY WITH APPLICABLE LOCAL JURISDICTIONAL STANDARDS
AND SPECIFICATIONS.
2. EXISTING SURVEY INFORMATION INCLUDING TOPOGRAPHIC INFORMATION PROVIDED BY STEWART, UNLESS
OTHERWISE NOTED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING EXISTING CONDITIONS
PRIOR TO COMMENCEMENT OF ANY WORK. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S
REPRESENTATIVE OF ANY DISCREPANCIES OR CONFLICTS.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING, COORDINATING AND PAYMENT FOR ALL
NECESSARY LOCATING SERVICES INCLUDING INDEPENDENT LOCATING SERVICES. THE CONTRACTOR SHALL
PROVIDE NOTICE OF EXCAVATION TO NOTIFICATION CENTER AND FACILITY OWNERS (PER NC STATUTE) NO LESS
THAN 3 BUSINESS DAYS AND NO MORE THAN 12 WORKING DAYS PRIOR TO BEGINNING DEMOLITION, EXCAVATION
OR ANY OTHER FORM OF CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S
REPRESENTATIVE OF ANY DISCREPANCIES OR CONFLICTS. NO EXCAVATION OR DEMOLITION SHALL BE STARTED
WITHOUT ALL UTILITIES BEING LOCATED.
4. ALL SUB -SURFACE UTILITIES IDENTIFIED ON THE CONSTRUCTION DOCUMENTS ARE SHOWN IN THEIR APPROXIMATE
LOCATION BASED ON SURVEY INFORMATION GATHERED FROM FIELD INSPECTION AND/OR ANY OTHER APPLICABLE
RECORD DRAWINGS WHICH MAY BE AVAILABLE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S
REPRESENTATIVE OF ANY DISCREPANCIES OR CONFLICTS.
5. EXISTING IMPROVEMENTS DAMAGED OR DESTROYED BY THE CONTRACTOR DURING CONSTRUCTION SHALL BE
RESTORED OR REPLACED TO ORIGINAL CONDITION AND TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE
AT THE CONTRACTOR'S EXPENSE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND COORDINATING PERMITS, INSPECTIONS,
CERTIFICATIONS AND OTHER REQUIREMENTS WHICH MUST BE MET UNDER THIS CONTRACT.
7. THE CONTRACTOR SHALL MAINTAIN "AS -BUILT" DRAWINGS TO RECORD THE ACTUAL LOCATION OF ALL PIPING
PRIOR TO CONCEALMENT, VALVE AND MANHOLE CHANGES, AND HARDSCAPE OR LANDSCAPE CHANGES.
DRAWINGS SHALL BE PROVIDED TO THE OWNER'S REPRESENTATIVE AT REGULAR INTERVALS, OR AS REQUESTED
THROUGHOUT THE PROJECT FOR RECORD KEEPING.
8. IF DEPARTURES FROM THE PROJECT DRAWINGS OR SPECIFICATIONS ARE DEEMED NECESSARY BY THE
CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THERE OF SHALL BE SUBMITTED TO THE OWNER'S
REPRESENTATIVE FOR REVIEW. NO DEPARTURES FROM THE CONTRACT DOCUMENTS SHALL BE MADE WITHOUT
THE EXPRESS WRITTEN PERMISSION OF THE OWNER'S REPRESENTATIVE.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY EXISTING UTILITY LINES REQUIRED TO
COMPLETE ANY PORTION OF CONSTRUCTION. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE
COORDINATION AND COSTS OF THE RELOCATION AND ASSOCIATED WORK.
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE PREMISES FREE FROM ACCUMULATIONS OF WASTE
MATERIALS AND RUBBISH CAUSED BY THE CONTRACTOR. ALL DEBRIS SHALL BE REMOVED FROM THE PROJECT
SITE ON A DAILY BASIS.
11. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND/OR METHODS
ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.
12. ROADWAYS (TEMPORARY OR PERMANENT) MUST BE CAPABLE OF SUPPORTING FIRE FIGHTING APPARATUS (85,000
LBS) DURING ALL PHASES OF CONSTRUCTION ONCE VERTICAL CONSTRUCTION HAS BEGUN.
EXISTING CONDITION NOTES:
1. THIS SURVEY MAP IS INTENDED TO REPRESENT THE EXISTING CONDITIONS/TOPOGRAPHY ON A PORTION OF THE
PROPERTY AND ALL ENCUMBRANCES UPON THE PROPERTY MAY NOT BE SHOWN.
2. HORIZONTAL DATUM IS NAD 83-2011 AND VERTICAL DATUM IS NAVD88.
3. THIS DRAWING DOES NOT CONFORM TO N.C. GS47-30 AND THEREFORE IS NOT FOR RECORDATION.
4. UTILITIES SHOWN HEREON ARE BASED ON ABOVE GROUND VISIBLE EVIDENCE AND UTILITY DESIGNATION /
MARKING SERVICES PERFORMED BY STEWART INC, AND THE AVAILABLE RECORD INFORMATION. CONTRACTOR
SHALL FIELD VERIFY LOCATION OF ALL UTILITIES PRIOR TO COMMENCING CONSTRUCTION.
OR
5. SURVEY INFORMATION BASED ON FIELD SURVEY BY COMPLETED ON
6. TREES SHOWN HEREON MAY NOT REPRESENT ALL VEGETATION ON THE SUBJECT PROPERTY.
7. THE SUBJECT PROPERTY LIES IN ZONES X (AREA DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE AND
FUTURE CONDITIONS 1% ANNUAL CHANCE FLOODPLAIN). BASED ON THE FLOOD INSURANCE RATE MAP
COMMUNITY MAP NUMBER 372017370J DATED MAY 2, 2006.
8. NO WETLANDS HAVE BEEN IDENTIFIED WITHIN THE PROJECT OR PARCEL SHOWN.
SITE NOTES:
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF THE
CONSTRUCTION LAYDOWN AREA, PERIMETER FENCE, AND ASSOCIATED GATES. THE CONTRACTOR SHALL
ALSO BE RESPONSIBLE FOR THE REMOVAL OF THE CONSTRUCTION LAYDOWN AREA PERIMETER FENCE AND
ASSOCIATED GATES AT THE COMPLETION OF THE PROJECT.
2. THE CONTRACTOR SHALL REFERENCE THE DESIGN PLANS FOR DIMENSIONS, JOINT LOCATIONS, AND INLAY
SPECIFICATIONS NEAR BUILDINGS AND IN COURTYARDS. CONTRACTOR SHALL PROVIDE JOINTS IN
WALKWAYS AND HARDSCAPE PER DETAILS OR AS INDICATED ON LANDSCAPE/HARDSCAPE PLAN SHEETS.
OR
THE CONTRACTOR SHALL REFERENCE THE ARCHITECTURAL PLANS FOR DIMENSIONS, JOINTS AND INLAY
SPECIFICATIONS NEAR THE BUILDING AND COURTYARD. THE CONTRACTOR SHALL PROVIDE JOINTS IN
WALKWAYS EVERY TEN (10) FEET MAXIMUM, OR AS INDICATED ON ARCHITECTURAL PLANS SHEETS.
3. ALL CONSTRUCTION TRAFFIC SHALL ENTER SITE FROM UNLESS OTHERWISE APPROVED IN WRITING
FROM THE OWNER'S REPRESENTATIVE FOR AN ALTERNATE POINT OF ACCESS.
4. REFER TO ARCHITECTURAL PLANS FOR BUILDING INFORMATION.
5. ALL DIMENSIONS ARE IN DECIMAL FEET TO OUTSIDE FACE OF BUILDINGS, TO CENTERLINES, AND/OR FACE OF
CURB UNLESS OTHERWISE NOTED.
6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND COORDINATES AND REPORT ANY DISCREPANCIES TO
THE OWNER'S REPRESENTATIVE PRIOR TO ANY CONSTRUCTION.
7. ALL WRITTEN DIMENSIONS SHALL PREVAIL. DO NOT SCALE FROM DRAWINGS.
8. ALL UTILITIES WITH SURFACE ACCESS SHALL BE LOCATED WITHIN THE PAVING PATTERN AND SHALL BE
COORDINATED WITH LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. REFER TO LAYOUT DRAWINGS.
9. ALL ANGLES ARE 90 DEGREES UNLESS OTHERWISE NOTED.
10. ALIGN ALL JOINTS, CORNERS, AND EDGES AS SHOWN
11. CONTRACTOR SHALL REFER TO AND COORDINATE WITH ARCHITECTURAL, STRUCTURAL, AND MEP
DRAWINGS AT ALL TIMES PRIOR TO AND DURING CONSTRUCTION.
12. ALL CURB TAPERS ARE SIX (6) FEET LONG UNLESS OTHERWISE SHOWN ON PLAN.
13. WHERE NEW SIDEWALK ADJOINS EXISTING WALK, PROVIDE EXPANSION JOINT BY DRILLING INTO THE FACE
OF THE EXISTING WALK FOR PLACEMENT OF DOWELS. TIE NEW SIDEWALKS INTO NEAREST EXISTING
PAVEMENT JOINT; MATCH WIDTH OF EXISTING WALKWAY.
14. WHERE SIDEWALK OR WALKWAYS ARE ADJACENT TO PARKING SPACES THE WALKWAY SHALL BE A MINIMUM
6.5' WIDE AS MEASURED FROM THE FACE OF CURB.
15. MAXIMUM RUNNING SLOPE FOR WALKING SURFACES CANNOT BE GREATER THAN 1:20 AND CROSS SLOPES
CANNOT BE GREATER THAN 1:48. HANDICAP SPACES SURFACE SLOPES SHALL NOT EXCEED 1:48 IN ALL
DIRECTIONS.
16. SIGHT TRIANGLES - NOTHING OVER 30" HIGH SHALL BE ALLOWED WITHIN THE SIGHT DISTANCE TRIANGLES.
17. THE SITE SHALL BE FULLY STABILIZED (90% COVERAGE) PRIOR TO ISSUANCE OF A BUILDING CERTIFICATE OF
OCCUPANCY OR PROJECT APPROVAL
18. HANDICAP RAMPS SHALL BE INSTALLED PER LATEST EDITION OF THE NC BUILDING CODE AND ANSI 117.11
WITH DETECTABLE WARNING DOMES WITH A COLOR CONTRAST OF 70% MINIMUM. SEE DETAILS AND
GRADING SPOT ELEVATIONS, IF THE EXISTING CONDITIONS PRECLUDE THE ABILITY TO PROVIDE A MAXIMUM
SLOPE 1/12 FOR 6 -FEET OR A MAXIMUM CROSS SLOPE OF 1:48 AND A 36" MINIMUM LANDING, THE
CONTRACTOR SHALL NOTIFY ENGINEER OR OWNER REPRESENTATIVE PRIOR TO INSTALLATION.
1012
HANDICAP RAMPS SHALL BE INSTALLED PER THE PLANS AND SPECIFICATIONS AND THE NC BUILDING CODE. A
MAXIMUM SLOPE OF 1/12 FOR 6 -FEET AND A MAXIMUM CROSS SLOPE OF 1:48 SHALL BE PROVIDED. IF EXISTING
CONDITIONS PRECLUDE THIS REQUIREMENT, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OR OWNER'S
REPRESENTATIVE PRIOR TO INSTALLATION
19. THE TESTING AGENCY SHALL BE RESPONSIBLE FOR PROVIDING THE ASPHALT AND CONTRACTOR
CERTIFICATION MEMO TO NCDOT FOR ALL ROADWAY IMPROVEMENTS WITHIN THE PUBLIC RIGHT-OF-WAY.
DEMOLITION NOTES: GRADING AND STORM DRAINAGE NOTES:
1. SEE SHEET C2.00.
2. THE CONTRACTOR SHALL REMOVE CONCRETE (WHERE REQUIRED) TO THE FIRST COLD JOINT OR SAW CUT TO
OBTAIN A CLEAN EDGE.
3. THE CONTRACTOR SHALL SAWCUT EXISTING ASPHALT (WHERE REQUIRED) TO OBTAIN A CLEAN EDGE.
4. CLEANOUTS AND WATER VALVES LOCATED IN AREAS OF DEMOLITION OR SUBSEQUENT CONSTRUCTION SHALL BE
PROTECTED FROM DAMAGE AND RAISED TO BE FLUSH WITH NEW GRADE.
5. ANY UTILITY SERVICES SHOWN TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE APPROPRIATE
UTILITY PROVIDER. CONTRACTOR IS RESPONSIBLE FOR APPROPRIATE SEQUENCING OF UTILITY DEMOLITION WITH
THE RESPECTIVE UTILITY AGENCIES.
6. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL UTILITIES PRIOR TO BEGINNING DEMOLITION OPERATIONS.
NOTIFY "NORTH CAROLINA ONE CALL" (TELEPHONE [phone]) AT LEAST 48 HOURS PRIOR TO START OF
DEMOLITION TO HAVE EXISTING UTILITIES LOCATED. CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT
PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NORTH CAROLINA ONE CALL."
7. CLEAN SOILS SHALL BE UTILIZED FOR BACKFILL. COMPACTION OF THESE SOILS SHALL BE PERFORMED IN
ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS.
8. ALL ITEMS DESIGNATED TO BE REMOVED SHALL BE REMOVED COMPLETELY, INCLUDING ALL SUBGRADE MATERIALS
DIRECTLY ASSOCIATED WITH ITEMS TO BE REMOVED.
9. ALL ITEMS DESIGNATED TO BE REMOVED SHALL BE DISPOSED OF LEGALLY OFF-SITE UNLESS OTHERWISE NOTED
ON THIS PLAN.
10. REFER TO LANDSCAPE AND EROSION CONTROL DRAWINGS FOR TREE PROTECTION PLAN AND REQUIREMENTS.
11. ALL DEMOLITION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL JURISDICTIONAL CODES OR
REQUIREMENTS.
12. TREE PROTECTION FENCING SHALL BE IN PLACE PRIOR TO BEGINNING DEMOLITION
13. EROSION CONTROL PERMIT SHALL BE OBTAINED AND ONSITE PRIOR TO BEGINNING DEMOLITION.
14. ITEMS DESIGNATED TO BE SALVAGED AND/OR RE -USED SHALL BE REMOVED BY THE CONTRACTOR AND PROVIDED
TO THE OWNER. COORDINATE STORAGE LOCATION WITH OWNER'S REPRESENTATIVE.
15. WHERE UTILITIES ("TO BE REMOVED") IMPACT THE FOOTPRINT OF THE NEW BUILDING, THE CONTRACTOR SHALL
EXECUTE AND REMOVE AN ADDITIONAL 2 FEET OF SOILS TO EITHER SIDE OF THE PIPE, AND 1 FOOT BELOW. CLEAN
SUITABLE SOIL SHALL BE UTILIZED FOR BACKFILL AND COMPACTED IN ACCORDANCE WITH THE CONTRACT
DOCUMENTS.
16. DEMOLITION AND SUBSEQUENT CONSTRUCTION OF STORM DRAINAGE PIPING SHALL BE PERFORMED IN SUCH A
MANNER THAT THE OLD PIPE AND STRUCTURES REMOVED DO NOT IMPACT DRAINAGE UPSTREAM OF THE SYSTEM.
PROVISIONS SHALL BE MADE TO MAINTAIN STORM WATER DRAINAGE PATTERNS DURING CONSTRUCTION.
17. DEMOLITION AND SUBSEQUENT CONSTRUCTION OF UTILITIES (WATER, SEWER, ETC) SHALL BE PERFORMED IN
SUCH A MANNER THAT THE OLD PIPE AND STRUCTURES REMOVED DO NOT IMPACT OR MINIMIZE SERVICE
INTERRUPTION TO EXISTING FACILITIES TO REMAIN. PROVISIONS SHALL BE MADE TO MAINTAIN SERVICE DURING
CONSTRUCTION.
18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ALL DAMAGES TO THE EXISTING DRIVEWAY, PARKING
LOT, SIDEWALK AND CURB AND GUTTER AS A RESULT OF CONSTRUCTION ACTIVITY AND TRAFFIC. CONTRACTOR
SHALL MAINTAIN A PRE -CONSTRUCTION VIDEO OR PHOTO DOCUMENTATION TO SHOW NO DAMAGES OCCURRED.
19. ALL MATERIALS, FURNISHINGS, UTILITIES, AND PAVEMENT THAT ARE NOT SCHEDULED TO BE DEMOLISHED AND ARE
DAMAGED BY THE CONTRACTOR AS A RESULT OF THE DEMOLITION OR CONSTRUCTION OPERATIONS SHALL BE
REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.
20. WHERE UTILITIES ARE SHOWN TO BE "REMOVED", CONTRACTOR SHALL INCLUDE NECESSARY PLUG OR VALVES TO
ENSURE UTILITY LINES TO REMAIN WILL CONTINUE TO BE IN SERVICE. COORDINATE NECESSARY SHUT DOWN AND
a REMOVAL WITH THE LOCAL JURISDICTION OR UTILITY OWNER.
3 J
o a �
o�
> 21. CONTRACTOR SHALL PROVIDE PEDESTRIAN INGRESS / EGRESS TO ALL EXISTING BUILDINGS, PARKING LOTS, AND
3 ° PATHS OF PEDESTRIAN TRAVEL THROUGHOUT THE CONSTRUCTION PERIOD
W < d
� � Q
1. SEE SHEET C5.00.
2. CONTRACTOR SHALL REPORT ANY GRADE DISCREPANCIES TO THE OWNER'S REPRESENTATIVE PRIOR TO
BEGINNING CONSTRUCTION OPERATIONS.
3. THE MAXIMUM SLOPE ALONG ANY HANDICAP ACCESSIBLE PATHWAY SHALL NOT EXCEED 5.0% AND SHALL
NOT EXCEED A 2.0% CROSS SLOPE. HANDICAP RAMPS INDICATED ON PLANS SHALL BEA MAXIMUM OF 1/12
SLOPES WITH A MAXIMUM RISE OF 30" BETWEEN LANDINGS. NON -CURB CUT RAMPS SHALL HAVE HANDRAILS
AND GUARDS PER DETAILS WITH 5' LANDINGS AT THE BOTTOM AND TOP OF RAMP.
4. ALL PROPOSED ELEVATIONS SHOWN ARE EDGE OF PAVEMENT ELEVATIONS UNLESS OTHERWISE SPECIFIED.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL NEWLY CONSTRUCTED STORM
DRAINAGE IMPROVEMENTS AND RECEIVING STORM DRAINAGE SYSTEMS REMAIN CLEAN OF SEDIMENT AND
DEBRIS. PRIOR TO OWNER ACCEPTANCE OF SYSTEM, THE CONTRACTOR SHALL COORDINATE AND PROVIDE
A VISUAL OBSERVATION VIDEO OF ALL STORM DRAINAGE IMPROVEMENTS 12" AND LARGER. THE VISUAL
OBSERVATION SHALL BE PERFORMED IN THE PRESENCE OF THE OWNER'S REPRESENTATIVE. THE
CONTRACTOR SHALL PROVIDE TWO (2) DVD COPIES OF THE ENTIRE DRAINAGE VISUAL OBSERVATION.
6. PRIOR TO ISSUANCE OF A BUILDING CERTIFICATE OF OCCUPANCY THE CONTRACTOR SHALL PROVIDE THE
OWNER WITH THE VIDEO INSPECTION OF THE STORM SEWER SYSTEM. (BOTH PUBLIC AND PRIVATE). THIS
SUBMITTAL MAY NEED TO BE REVIEWED AND ACCEPTED BY THE LOCAL JURISDICTION PRIOR TO THE
ISSUANCE OF THE BUILDING CO.
7. REFER TO THE EROSION CONTROL DETAILS SHEET FOR THE SEQUENCE OF CONSTRUCTION
8. INTERIM GRADING SHALL BE PROVIDED THAT ENSURES THE PROTECTION OF STRUCTURES, UTILITIES,
SIDEWALKS, PAVEMENTS, AND OTHER FACILITIES FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL
MOVEMENT, UNDERMINING, AND WASHOUT.
9. INTERIM GRADING SHALL BE PROVIDED TO DIRECT WATER AWAY FROM BUILDINGS AND PREVENT PONDING.
10. TIE ROOF LEADERS WHERE POSSIBLE TO UNDERGROUND STORM SYSTEM. CONTRACTOR TO FIELD VERIFY
LOCATE AND INSTALL WHERE POSSIBLE OR AS SHOWN ON PLANS. WHERE ROOF LEADERS DAYLIGHT AT
GRADE A SPLASH BLOCK APPROVED BY THE OWNER'S REPRESENTATIVE SHALL BE INSTALLED.
11. MAXIMUM SLOPE ACROSS ANY HANDICAPPED PARKING SPACE AND AISLE SHALL NOT EXCEED 2% IN ANY
DIRECTION.
12. PROPOSED CONTOURS ARE APPROXIMATE. SPOT ELEVATIONS AND ROADWAY PROFILES SHALL BE USED IN
CASE OF DISCREPANCY.
13. PLACE BACKFILL AND FILL MATERIALS IN LAYER NOT MORE THAN 8 INCHES IN LOOSE DEPTH FOR MATERIAL
COMPACTED BY HEAVY COMPACTION EQUIPMENT, AND NOT MORE THAN 4 INCHES IN LOOSE DEPTH FOR
MATERIAL COMPACTED BY HAND -OPERATED TAMPERS. PLACE BACKFILL AND FILL MATERIALS EVENLY ON
ALL SIDES TO REQUIRED ELEVATIONS, AND UNIFORMLY ALONG THE FULL LENGTH OF EACH STRUCTURE.
COMPACT SOIL TO NOT LESS THAN 95 PERCENT OF MAXIMUM DRY UNIT WEIGHT ACCORDING TO ASTM D 698
FOR EACH LAYER OF BACKFILL OR FILL MATERIAL UP TO TWO FEET OF FINISHED GRADE. COMPACT SOIL TO
NOT LESS THAN 98 PERCENT OF MAXIMUM DRY UNIT WEIGHT ACCORDING TO ASTM D 698 FOR EACH LAYER
OF BACKFILL OR FILL MATERIAL FOR THE FINAL TWO FEET.
14. SITE GRADING IMMEDIATELY ADJACENT TO FOUNDATION OF BUILDING SHALL SLOPE NOT LESS THAN 1/20
AWAY FOR MINIMUM DISTANCE OF 10 FEET. ALTERNATIVE METHOD SHALL BE PROVIDED TO DIVERT WATER
AWAY FROM FOUNDATION VIA SWALES SLOPED AT A MINIMUM OF 2% OR IMPERVIOUS SURFACES SLOPED
AWAY A MINIMUM OF 2% AWAY FROM BUILDING.
15. CONTRACTOR SHALL ADJUST RIM ELEVATIONS OF EXISTING MANHOLES, METERS, VALVES, ETC. AS
REQUIRED TO MEET NEW FINISHED GRADES.
16. CONTRACTOR SHALL SLOPE GRADES TO ASSURE POSITIVE STORMWATER FLOW TO KEEP WATER FROM
POOLING ALONG CURBS AND WALLS.
17. TOP OF WALL ELEVATIONS INDICATE THE ELEVATION AT THE TOP OF THE CAP, UNLESS OTHERWISE NOTED.
18. BOTTOM OF WALL ELEVATIONS INDICATE THE ELEVATION OF THE FINISHED GRADE.
UTILITY NOTES:
1. SEE SHEET C6.00.
2. UNLESS OTHERWISE NOTED, ALL MANHOLES SHALL BE PRE -CAST CONCRETE STRUCTURES.
3. THE CONTRACTOR SHALL COORDINATE THE CONSTRUCTION OF UNDERGROUND UTILITIES (WATER,
SEWER, STORM, ELECTRICAL, GAS, OR OTHER) FOR THIS PROJECT WITH THE BUILDING PLANS. THE
UTILITY CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE INSTALLATION OF ALL UTILITY SERVICES
TO WITHIN FIVE (5) FEET OF THE BUILDING CONNECTION POINT.
4. THE CONTRACTOR SHALL COORDINATE WITH OTHER CONTRACTORS ON SITE AND UTILITY PROVIDERS
DURING CONSTRUCTION TO ENSURE SMOOTH TRANSITION BETWEEN DISCIPLINES.
5. THE CONTRACTOR SHALL COORDINATE ALL PEDESTRIAN AND VEHICULAR INTERRUPTIONS WITH OWNER'S
REPRESENTATIVE AT LEAST 72 HOURS PRIOR TO BEGINNING WORK.
6. THE CONTRACTOR SHALL NOT PROCEED WITH ANY WORK INSIDE THE PUBLIC RIGHT OF WAY PRIOR TO
RECEIPT AND COMPLIANCE WITH ALL APPLICABLE NCDOT PERMITS. ADDITIONALLY, THE CONTRACTOR
SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY FLAGGERS AND TRAFFIC CONTROL DURING ALL
WORK INSIDE THE PUBLIC RIGHTS OF WAY.
7. THE CONTRACTOR SHALL NOT RE -USE ANY FIRE HYDRANT REMOVED AS PART OF THIS PROJECT. ANY
FIRE HYDRANT SHOWN TO BE REMOVED OR RELOCATED SHALL BE REPLACED WITH A NEW FIRE HYDRANT
MEETING THE LOCAL JURISDICTIONAL REQUIREMENTS AND STANDARDS.
8. ALL EXISTING SUB -SURFACE UTILITIES IDENTIFIED ON THE CONSTRUCTION DOCUMENTS ARE SHOWN IN
THEIR APPROXIMATE LOCATION BASED ON SURVEY INFORMATION GATHERED FROM FIELD INSPECTION
AND/OR ANY OTHER APPLICABLE RECORD DRAWINGS WHICH MAY BE AVAILABLE. DEPTHS OF EXISTING
UTILITIES SHOWN IN PROFILE VIEWS ARE BASED ON STANDARD ASSUMPTIONS. THE CONTRACTOR SHALL
FIELD VERIFY THE EXACT LOCATION, DEPTH, SIZE AND MATERIAL OF ANY AND ALL SUB -SURFACE
CONDITIONS REFERENCED IN THESE PLANS PRIOR TO ANY EXCAVATION OR CONSTRUCTION ACTIVITY.
THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES
OR CONFLICTS.
9. ELEVATIONS OF UTILITIES ARE GIVEN TO THE EXTENT OF INFORMATION AVAILABLE, WHERE ELEVATIONS
ARE NOT GIVEN AT POINTS OF EXISTING UTILITY CROSSINGS, SUCH ELEVATIONS SHALL BE DETERMINED
BY THE CONTRACTOR AND REPORTED TO THE ENGINEER, WHEN UNKNOWN LINES ARE EXPOSED, THEIR
LOCATIONS AND ELEVATIONS SHALL ALSO BE REPORTED TO THE ENGINEER.
10. UNDERGROUND UTILITIES SHOWN ON THIS PLAN SHALL BE INSTALLED PRIOR TO ANY CONSTRUCTION OF
PARKING AREA, DRIVES, CURB AND GUTTER OR CONCRETE WALKS / PADS. IF UTILITIES SHOWN ON THIS
PLAN CANNOT BE INSTALLED PRIOR TO INSTALLATION OF IMPERVIOUS (ASPHALT / CONCRETE) CONDUIT
SHALL BE INSTALLED FOR THE "FUTURE" UTILITY INSTALLATION.
11. AS -BUILT DOCUMENTATION REQUIREMENTS: PRIOR TO APPROVAL FROM LOCAL JURISDICTION OR
ENGINEER THE CONTRACTOR SHALL PROVIDE AS -BUILT DRAWINGS (IN BOTH PAPER AND ELECTRONIC
FORMAT (CAD / PDF) PREPARED AND SEALED BY A PROFESSIONAL LAND SURVEYOR SHOWING ALL
UTILITY INSTALLATION. HORIZONTAL AND VERTICAL INFORMATION SHALL BE PROVIDED FOR WATER,
SEWER, STORM INCLUDING ALL STRUCTURES, VALVES, HYDRANTS, AND OTHER APPURTENANCES.
MATERIALS AND FURNISHINGS NOTES:
1. ABBREVIATIONS FOR SPECIFIC HARDSCAPE MATERIALS AND FURNISHINGS ARE LISTED IN THE LEGEND
AND ARE USED THROUGHOUT THE DRAWING SET'S HARDSCAPE & FURNISHINGS PLANS, PAVING PATTERN
PLANS AND SITE DETAILS.
2. REFER TO RELATED SPECIFICATION SECTION FOR SPECIFIC SUBMITTALS OF PRODUCT DATA, SAMPLES,
SHOP DRAWINGS, QUALITY ASSURANCE REQUIREMENTS, EXECUTION REQUIREMENTS, AND FOR
FURTHER PRODUCT INFORMATION NOT INCLUDED IN THIS SCHEDULE
3. CONTRACTOR TO SUBMIT COLOR SAMPLES AND PROVIDE MOCK-UPS FOR ALL CAST IN PLACE CONCRETE
FOR APPROVAL BY LANDSCAPE ARCHITECT.
PAVING PATTERN NOTES:
1. END ALL UNIT PAVING PATTERNS WITH A FULL OR HALF SIZE PAVER UNLESS OTHERWISE NOTED. USE
OVERSIZE PAVERS WHERE PATTERN ENDS ON A UNIT SMALLER THAN HALF SIZE.
2. LAYOUT OF UNIT PAVING PATTERNS AND CONCRETE JOINTS AS INDICATED ON THIS PLAN. REFERENCE
LAYOUT PLANS FOR FURTHER PAVING LAYOUT INFORMATION.
3. PAVERS ABUTTING TRUNCATED DOMES SHALL BE A CONTRASTING COLOR.
4. ALIGN ALL TRUNCATED DOME PAVER JOINTS WITH ABUTTING PAVER JOINTS.
5. PROVIDE CONTINUOUS EXPANSION JOINTS BETWEEN BACK OF CURB AND ADJOINING PAVEMENT.
6. PROVIDE CONTINUOUS EXPANSION JOINT BETWEEN ALL VERTICAL SURFACES AND ADJOINING PAVEMENT.
7. ALL DIMENSIONS MEASURED TO CENTERLINE OF JOINTS.
8. ALL WRITTEN DIMENSIONS SHALL PREVAIL. DO NOT SCALE FROM DRAWINGS.
9. ALL ANGLES 90 DEGREES UNLESS OTHERWISE NOTED.
10. ALIGN ALL JOINTS, CORNERS AND EDGES AS SHOWN.
11. FINAL LAYOUTS TO BE APPROVED BY LANDSCAPE ARCHITECT.
PROPOSED UTILITY SEPARATION: SIGNAGE, STRIPING AND MARKING NOTES:
1. WATER MAINS SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY FROM EXISTING OR PROPOSED SEWERS,
UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A 10 -FOOT HORIZONTAL SEPARATION IN WHICH
CASE;
a. THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION OF THE BOTTOM OF THE
WATER MAIN AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER; OR
b. THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE WATER MAIN LOCATED
AT ONE SIDE OF A BENCH OF UNDISTURBED EARTH, AND WITH THE ELEVATION OF THE BOTTOM
OF THE WATER MAIN AT LEAST 18 INCHES ABOVE THE TOP TO THE SEWER.
2. CROSSING A WATER MAIN OVER A SEWER. WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS
OVER A SEWER, THE WATER MAIN SHALL BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF THE
WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER, UNLESS LOCAL CONDITIONS OR
BARRIERS PREVENT AN 18 INCH VERTICAL SEPARATION, IN WHICH CASE BOTH THE WATER MAIN AND
SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS THAT ARE EQUIVALENT TO
WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH SIDE OF THE POINT OF CROSSING.
3. CROSSING A WATER MAIN UNDER A SEWER. WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS
UNDER A SEWER, BOTH THE WATER MAIN AND THE SEWER SHALL BE CONSTRUCTED OF FERROUS
MATERIALS AND WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON
EACH SIDE OF THE POINT OF CROSSING. A SECTION OF WATER MAIN PIPE SHALL BE CENTERED AT THE
POINT OF CROSSING.
4. SEPARATION OF SANITARY SEWERS AND STORM SEWERS:
a. A 24" VERTICAL SEPARATION SHALL BE PROVIDED BETWEEN STORM SEWER AND SANITARY
SEWER LINES OR BOTH THE SANITARY AND THE STORM LINES SHALL BE CONSTRUCTED OF
FERROUS MATERIALS.
SEWER NOTES:
1. SANITARY SEWER CLEANOUTS LOCATED IN PAVEMENT AREAS SHALL BE HEAVY DUTY TRAFFIC BEARING
CASTINGS.
2. UNLESS OTHERWISE NOTED, ALL SANITARY SEWER MANHOLES ARE 4' DIA.
3. MANHOLES LOCATED IN PAVEMENT, CONCRETE OR OTHER TRAFFIC AREAS SHALL BE SET AT GRADE.
MANHOLES LOCATED IN OTHER AREAS (I.E. GRASS OR WOODED AREAS) SHALL HAVE THEIR RIMS RAISED
SIX INCHES ABOVE THE SURROUNDING GRADE. MANHOLES SUBJECT TO POSSIBLE WATER INFILTRATION
SHALL HAVE WATERTIGHT, BOLTED LIDS.
4. MINIMUM REQUIRED SLOPES FOR SEWER SERVICES:
4" SEWER SERVICE - 2.00% SLOPE
6" SEWER SERVICE - 1.00% SLOPE
8" SEWER SERVICE - 0.50% SLOPE
5. UNLESS OTHERWISE NOTED, LOCATE SANITARY SERVICE CLEANOUTS AT ALL HORIZONTAL OR VERTICAL
CHANGES IN DIRECTION. MAXIMUM SPACING BETWEEN CLEANOUTS SHALL BE 75 FEET.
6. SEWER LINES LESS THAN 3 FEET OF COVER SHALL BE CLASS 50 DUCTILE IRON PIPE. SEWER LINES WITH
GREATER THAN 3 FEET OF COVER SHALL BE AS NOTED BELOW:
4" SEWER SERVICE - SCH 80
6" SEWER SERVICE - SCH 80
8" SEWER SERVICE - SDR -35
7. SEWER LINES UNDER CONSTRUCTION SHALL BE PROTECTED FROM DIRT, DEBRIS OR OTHER
CONTAMINANTS ENTERING THE NEW SYSTEM. A MECHANICAL PLUG SHALL BE UTILIZED BOTH
IMMEDIATELY UPSTREAM OF THE NEW CONSTRUCTION AND AT THE FIRST MANHOLE DOWNSTREAM IN
THE EXISTING SYSTEM. EXISTING STRUCTURES, PIPING AND APPURTENANCES SHALL BE PROTECTED
FROM ANY INFLOW OF WATER, DIRT OR DEBRIS DUE TO NEW CONSTRUCTION CONNECTING TO OR IN THE
VICINITY OF THE EXISTING SYSTEM. CONTRACTOR TO REMOVE DEBRIS AND PLUG PRIOR TO OCCUPANCY
8. ALL MANHOLES COVERS SHALL BE PAINTED TO LOCAL JURISDICTIONAL REQUIREMENTS.
WATER NOTES:
1. AS INDICATED, ALL WATERLINES SHALL BE DUCTILE IRON PIPE MEETING THE REQUIREMENTS OF
ANSI-AWWA C151 PRESSURE CLASS 350 OR SOFT COPPER TYPE K PIPE PER ASTM B88. IF PVC
WATERLINE IS INDICATED ON THE PLANS IT SHALL MEET THE REQUIREMENTS OF AWWA C-900; CLASS 200.
2. ALL WATERLINES SHALL HAVE A MINIMUM OF 3.5 FEET OF COVER.
3. TESTING NOTES:
PRESSURE:
LEAKAGE SHALL NOT EXCEED THE MAXIMUM ALLOWABLE LEAKAGE SPECIFIED IN AWWA C 600.
MINIMUM TEST PRESSURE SHALL BE 150 PSI FOR DOMESTIC AND 200 PSI FOR FIRE PROTECTION.
BACTERIOLOGICAL:
TWO SAMPLES FOR BACTERIOLOGICAL SAMPLING SHALL BE COLLECTED AT LEAST 24 HOURS
APART. IF CONTAMINATION IS INDICATED, THEN THE DISINFECTION PROCEDURE AND TESTING
SHALL BE REPEATED UNTIL SATISFACTORY RESULTS ARE OBTAINED.
4. THE CHLORINE IN HEAVILY CHLORINATED WATER FLUSHED FROM MAINS NEEDS TO BE NEUTRALIZED
BEFORE DISCHARGE. CONTRACTORS SHALL NEUTRALIZE HEAVILY CHLORINATED WATER FLUSHED FROM
MAINS PRIOR TO DISCHARGE OR TRANSPORT ALL HEAVILY CHLORINATED WATER OFFSITE FOR PROPER
DISPOSAL.
5. PAINT VALVE COVERS, FIRE HYDRANTS AND OTHER WATER APPARATUS TO MEET THE LOCAL
JURISDICTIONAL REQUIREMENTS.
1. ALL INTERNAL SIGNAGE SHALL BE COORDINATED WITH OWNER FOR ACTUAL LOCATION AT TIME OF
INSTALLATION. SIGNAGE LEADING ONTO PUBLIC THOROUGHFARE SHALL BE INSTALLED AT RIGHT OF WAY
PER DOT STANDARDS
2. ALL PAVEMENT STRIPING (EXCEPT INDIVIDUAL PARKING BAY STRIPING) SHALL BE THERMOPLASTIC
REFLECTIVE PAINT. MATERIALS AND DIMENSIONS SHALL CONFORM TO NCDOT STANDARDS AND
SPECIFICATIONS. PARKING BAY STRIPING SHALL BE WHITE REFLECTIVE PAINT.
3. CROSSWALKS SHALL BE CONSTRUCTED OF THERMOPLASTIC MATERIALS AND CONSTRUCTED IN
ACCORDANCE WITH STATE DOT SPECIFICATIONS. CONTRACTOR TO INSTALL CROSSWALKS IN SUCH A
MANNER THAT CROSSWALKS ARE ALIGNED BETWEEN HANDICAP/WALKWAY ACCESS POINTS OR
PERPENDICULAR TO THE ROADWAY / DRIVE LANE.
4. ADA SYMBOLS SHOWN THESE DRAWINGS ARE FOR LOCATION PURPOSES ONLY AND NOT INTENDED TO BE
PAINTED. CONTRACTOR RESPONSIBLE FOR INSTALLING ALL REQUIRED ADA SIGNAGE
LANDSCAPE NOTES:
BSA LifeStructures
510 Glenwood Ave, Suite 321
Raleigh, NC 27603-1262
ph 919.334.7301 fx 317.819.7288
www.bsalifestructures.com
r7ij
STEWART
223 S. WEST STREET FIRM LICENSE #: C-1051
SUITE 1100 www.stewartinc.com
RALEIGH, NC 27603
T 919.380.8750
MACON POND
SITE
DEVELOPMENT
PRELIMINARY
SUBDIVISION PLAN
TRANS. N0. XXXXXXXX
\U,
1. VERIFY ALL QUANTITIES AND REPORT ANY DISCREPANCIES OR INACCURACIES IN THE PLANS TO THE
OWNER'S REPRESENTATIVE PRIOR TO PLANTING.
2. LANDSCAPE WORK SHALL INCLUDE THE FURNISHING, INSTALLATION, AND WARRANTY OF ALL PLANTING
MATERIALS WITHIN THE PROJECT AREA.
3. THE LANDSCAPE CONTRACTOR SHALL ASCERTAIN THE LOCATION OF ALL EXISTING AND NEW
UNDERGROUND UTILITIES PRIOR TO EXCAVATION FOR PLANTING. DAMAGES TO UTILITIES CAUSED BY THE
LANDSCAPE OPERATION SHALL BE CORRECTED BY THE LANDSCAPE CONTRACTOR AT NO COST TO THE
OWNER.
4. LANDSCAPING SHALL REMAIN CLEAR FROM ANY FIRE HYDRANTS ON THE SITE. MARK DATE DESCRIPTION
5. ALL TREES TO BE A MINIMUM OF 2" IN CALIPER AND MUST MEET THE AMERICAN STANDARD FOR NURSERY
STOCK.
6. TREE PROTECTION NOTE: TREE PROTECTION FENCING MUST BE IN PLACE PRIOR TO ANY DEMOLITION, LAND
DISTURBANCE OR ISSUANCE OF A GRADING PERMIT AND SHALL INCLUDE WARNING SIGNS POSTED IN BOTH
ENGLISH AND SPANISH, AS FOLLOWS: "NO TRESPASSING/TREE PROTECTION AREA/PROHIBIDO ENTRAR /
ZONA PROTECTORA PARA LOS ARBOLES."
7. PROTECTION OF EXISTING VEGETATION: AT THE START OF GRADING INVOLVING THE LOWERING OF
EXISTING GRADE AROUND A TREE OR STRIPPING OF TOPSOIL, A CLEAN, SHARP, VERTICAL CUT SHALL BE
MADE AT THE EDGE OF THE TREE SAVE AREA AT THE SAME TIME AS OTHER EROSION CONTROL MEASURES
ARE INSTALLED. THE TREE PROTECTION FENCING SHALL BE INSTALLED ON THE SIDE OF THE CUT FARTHEST
AWAY FROM THE TREE TRUNK AND SHALL REMAIN IN PLACE UNTIL ALL CONSTRUCTION IN THE VICINITY OF
THE TREES IS COMPLETE. NO STORAGE OF MATERIALS, FILL, OR EQUIPMENT AND NO TRESPASSING SHALL
BE ALLOWED WITHIN THE BOUNDARY OF THE PROTECTED AREA.
8. ROOT ZONE PROTECTION AREA: VARIES BASED ON LOCAL JURISDICTION HAVING AUTHORITY.
CONTRACTOR SHALL COMPLY WITH LOCAL JURISDICTIONAL REQUIREMENTS. NO DISTURBANCE ALLOWED
WITHIN THIS AREA. AREA MUST BE PROTECTED WITH BOTH TREE PROTECTION FENCING AND WARNING
SIGNS.
9. SEED BED PREPARATION: ALL AREAS TO BE SEEDED ARE TO BE RECEIVE A MINIMUM OF 2" OF APPROVED
TOPSOIL. ALL DEBRIS, ROCKS, ETC. LARGER THAN .5" ARE TO BE REMOVED. ALL LARGE CONCENTRATIONS , V O�
OF GRAVEL & DEBRIS REGARDLESS OF SIZE ARE TO BE REMOVED PRIOR TO SEEDING OR PLANTING.
10. ALL PLANT BED AREAS ARE TO RECEIVE A MINIMUM OF 6" OF APPROVED TOPSOIL. O VO
11. SOIL SHOULD BE TESTED AND AMENDED WITH LIME AND FERTILIZER FOR HARDWOOD TREES ACCORDING
TO NCDA PROCEDURES. SCARIFY PLANT PIT WALLS. CONSULT LANDSCAPE ARCHITECT FOR ALTERNATE
COMPLIANCE.
12. SHREDDED HARDWOOD MULCH 3" DEEP EXCEPT AT CROWN OF PLANT UNLESS OTHERWISE NOTED. FLARE 00
O�`�` G
AT CROWN SHOULD BE REVEALED. BACKFILL CONSISTS OF THOROUGHLY BROKEN UP NATIVE SOIL. TOTAL O�
VOLUME OF BACKFILL SHOULD BE AMENDED WITH UP TO ONE THIRD PINE BARK MULCH. PIECES SHOULD BE O�
NO LARGER THAN WHAT PASSES THROUGH A ONE INCH SCREEN. IF ADDITIONAL SOIL IS REQUIRED FOR
BACKFILL DUE TO DETRIMENTAL SUBSOIL DRAINAGE CONDITIONS, USE SOIL SIMILAR TO EXISTING NATIVE O
SOIL. ADDITIONAL SOIL TO BE APPROVED BY LANDSCAPE ARCHITECT. MAXIMUM SAUCER HEIGHT IS 6
INCHES.
13. TOP OF ROOTBALL TO BE RAISED 2-3 INCHES ABOVE EXISTING GRADE.
14. FOR B&B PLANTS, NATURAL FIBER BURLAP SHOULD BE TURNED DOWN BY 1/3 TOTAL HEIGHT OF ROOT BALL. GENERAL NOTES
PLASTIC FIBER BURLAP AND WIRE BASKETS SHOULD BE REMOVED TO 2/31S OF TOTAL HEIGHT OF ROOT
BALL.
15. CONTRACTOR IS RESPONSIBLE FOR KEEPING THE TREE UPRIGHT AND PLUMB THROUGHOUT THE
WARRANTY PERIOD. IF STABILIZATION IS NECESSARY SEE STAKING IN TREE DETAIL, ORANGE FLAGGING
TAPE SHOULD BE ATTACHED TO SUPPORT WIRE. STAKING SHOULD BE REMOVED BY CONTRACTOR AT END
OF ONE YEAR WARRANTY PERIOD OR AS DIRECTED BY GROUNDS MANAGEMENT.
16. USE STANDARD "GATOR" BAGS FOR WATERING TREES IN AREAS NOT UNDER IRRIGATION. INCORPORATE DATE 10/18/2018
TERRA -SORB (OR EQUAL) AS PER MANUFACTURERS RECOMMENDATIONS, FOR AREAS NOT UNDER
IRRIGATION. BSALS PROJECT NO. 12820004.01
17. USE "BIO -BARRIER" OR EQUIVALENT ACCORDING TO MANUFACTURER'S RECOMMENDATION FOR TREES
THAT WILL BE PLANTED WITHIN 10' OF PAVEMENT
18. LANDSCAPING/C.O. STANDARDS NOTE: ALL LANDSCAPING MUST BE IN PLACE PRIOR TO REQUEST FOR AC0010
CERTIFICATE OF COMPLIANCE.

0-
0')
N
M
co
N
C
0
U
O
X
W
�I
0
00U
W
D_
Z)
U)
c
U
C
U
X
a)
D'
0
00
U
00
0
N
U
J
GENERAL NOTES
1. THIS SURVEY MAP IS INTENDED TO REPRESENT THE EXISTING CONDITIONS /
TOPOGRAPHY ON A PORTION OF THE PROPERTY OF REX HOSPITAL, INC.PIN
0785-63-7844, AND IS NOT A BOUNDARY SURVEY. THIS SURVEY WAS PERFORMED
WITHOUT THE BENEFIT OF A TITLE REPORT AND THEREFORE ALL ENCUMBRANCES
UPON THE PROPERTY MAY NOT BE SHOWN.
2. THE PROPERTY LINES SHOWN HEREON HAVE BEEN CONFIRMED FROM A PARTIAL
SURVEY BY STEWART ENGINEERING. PROPERTY LINES SHOWN TAKEN FROM
BOOK OF MAPS 2012, PAGE 642.
3. HORIZONTAL DATUM IS NAD 83 (2011) AND VERTICAL DATUM IS NAVD88. BASED ON
GPS METHODS USING REAL-TIME KINEMATIC SOLUTIONS FOR THE SURVEY
CONTROL POINTS SHOWN HEREON AND TIED TO NORTH CAROLINA GEODETIC
SURVEY MONUMENT"PATROL 2"
"PATROL 2"
N 747,347.08'
E 2,086,727.63'
EL 493.99'
4. THIS DRAWING DOES NOT CONFORM TO N.C. GS47-30 AND THEREFORE IS NOT FOR
RECORDATION.
5. UTILITIES SHOWN HEREON ARE BASED ON ABOVE -GROUND VISIBLE EVIDENCE
AND UTILITY DESIGNATION/MARKING SERVICES WERE PERFORMED BY STEWART
INC AS A PART OF THIS SURVEY ALONG EDWARDS MILL ROAD AND THE
INTERSECTION OF BLUE RIDGE ROAD/DURALEIGH RD. NO SERVICES WERE
PERFORMED WITHIN THE EXISTING PARKING LOT OR ALONG THE WESTERN HALF
OF MACON POND ROAD. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF
ALL UTILITIES BEFORE COMMENCING CONSTRUCTION.
6. THE WATER LINE ALONG EDWARDS MILL RD WAS UNTRACABLE DURING THE
SURVEY, THE LINE SHOWN HEREON WAS SCALED FROM RALEIGH GIS RECORDS.
7. TREES SHOWN HEREON DO NOT REPRESENT ALL VEGETATION ON THE SUBJECT
PROPERTY.
8. THE SUBJECT PROPERTY IS ZONED "OX -7 -PL -CU" & "OX -C -UL" (RALEIGH ZONING).
9. THE SUBJECT PROPERTY LIES IN ZONES X (AREA DETERMINED TO BE OUTSIDE
THE 0.2% ANNUAL CHANCE AND FUTURE CONDITIONS 1% ANNUAL CHANCE
FLOODPLAIN). BASED ON THE FLOOD INSURANCE RATE MAP NUMBER 3720078500J
DATED 05/02/06. FRIS.NC.GOV.
10. ADDRESS: 2923 EDWARDS MILL ROAD, RALEIGH, NC.
SURVEY CONTROL
# NORTHING
EASTING
ELEV.
DESCRIPTION
1 753538.7482
2086276.6499
451.1296
TRAV-1-IRS/CAP
2 753398.3725
2086898.9639
449.7080
TRAV-2-1 RS/CAP
3 753326.5949
2087450.2818
471.6569
TRAV-3-1 RS/CAP
4 753763.4381
2087547.5615
474.0476
TRAV-4-1 RS/CAP
5 754248.7483
2087314.4478
458.5992
TRAV-5-1 RS/CAP
6 754910.2452
2086965.4200
447.5585
TRAV-6-1 RS/CAP
7 754511.9311
2086572.3934
431.9307
TRAV-7-1 RS/CAP
8 753999.5149
2086002.5435
433.6123
TRAV-8-1 RS/CAP
9 753450.6141
2085696.8000
425.0181
TRAV-9-1 RS/CAP
TRAV-6-1 RS/CAP Q
\
�'^' \ OG \
LINE TABLE
LINE
BEARING
DISTANCE
L1
S56°23'43"E
25.32'
L2
SO4°29'15"E
47.51'
L3
SO4°29'15"E
7.81'
L4
S05°31'31"E
22.58'
L5
S05°31'31"E
30.59'
L6
S05°31'31"E
12.41'
L7
S03°25'28"W
25.82'
L8
N72°12'37"W
63.54'
L9
N85°27'14"W
137.16'
L10S84°3340"W
7°01'57"
27.75'
11. AREAS OUTSIDE THE DASHED SURVEY LIMITS LINE BY OTHERS. \
12. WETLAND FLAGS SHOWN HEREON PER ECOLOGICAL ENGINEERING REPORT /
DATED JUNE 12, 2018. WETLAND W WAS REVISED PER SITE VISIT WITH USACE ON /
10-05-18. THE 50' BUFFER SHOWN HEREON IS BASED ON A CENTERLINE WIDTH \
OFFSET ALONG THE WETLAND LINE SA -01 TO SA -13.
TRAV-7-1 RS/CAP
SHEET 2 /
IX
I
f2 ( 4 4' 148.6 1' \� v\�\�, - -
/ TRAV-5-IRS/CAP'S
ol
SHEET 3 li
",00."
�� ���• ���� V�1<<��i
000,
or
\ \ // _11 \ \ \ \\ / % ��\ V
�9 \ -
\ \ol
.000,�� / / • �'P.' ?'=n kik'.: r"• .,b -,.. : r••
10, lo10,I
l
I I UL O EIP
EIP
CAP \ TRAV-4-IRS/- -
A.
/ r I III I
i �� � � �� iii i� .. .. :�.-• �- � / ►I .
/'� � �// � // 4•.��•Ky42;,�'"•,v iii • .,�, i.="••C•:ks;n.'„'n4,�.;5.'�•��ri;:;�,"rt "s''• I I � I I 'r I /
:ar:r•'r I I
/ � � r/ // / // '. �1:;''s```iy.`+Y y�~i":K,�.4''�i'•��^+rj's•',.��t �,,`•�• .•. � ' II I I(
°� � � ll �� � / aerC._�,r•"5:�,.�`L..sti:. r . • ?e}3
f%`+rah.�. .r}��y�; / I •
/ �e► / // ' / / / I I I II( �,s,•??rsar.,"�• sr? ' rt4'';e•v.:'� d. •a+sS �A,+i tf 111` I I
cri
,.,5°� � .' ti • G rds:...c"• fir. •cr, w••.9. `•..vtas:4,s:j, I� I I I I
yw`:,k•s e4-.,.,a+�a.%k*•ti•..Jw �e::'r�';.r't. I •
' 1\ 'C JB A _!ii..;,``ergt,•jb-.'e• �/" I I I I _y I
I / f o 3,t
TRAV-1-IRS/CAP= \� 1 ire I
RD _ _-�� ��� ill J ( /
MA CpN
NP _=� �������1 i III
yj
TRAV-9-IRS/CAPCN
zoTRAV-2-1 RS/CAP C " C) I
\ IM J10
�� MA C O N p TRAVV-3-11 RS/CAP -•i I1.1
II I
\ oNp R I I
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
TANGENT
CHORD
BEARING
C1
36.42'
20.00'
104°20'27"
25.76'
31.59'
S55°35'22"W
C2
78.67'
730.00'
6°10'28"
39.37'
78.63'
N75°17'52"W
C3
89.02'
730.00'
6°59'12"
44.56'
88.96'
N81°52'42"W
C4
66.64'
542.96'
7°01'57"
33.36'
66.60'
N81°56'17"W
C5
57.14'
542.96'
6°01'46"
28.59'
57.11'
N75°24'27"W
C6
46.56'
602.96'
4°25'28"
23.29'
46.55'
N74°36'19"W
C7
60.06'
602.96'
5°42'27"
30.06'
60.04'
N79°40'18"W
C8
135.90'
602.96'
12°54'49"
68.24'
135.61'
N88°58'57"W
C9
220.10'
1207.12'
10°26'50"
110.36'
219.80'
S89°47'05"W
C10
8.13'
2216.86'
0°12'36"
4.07'
8.13'
N34°52'38"E
C11
1 245.45'
2216.83'
6°20'37"
1 122.85'
245.32'
N38°09'15"E
LEGEND
0
SURVEY CONTROL POINT
O EIP
EXISTING IRON PIPE
O EIR
EXISTING IRON ROD
❑ RWM
EXISTING CONCRETE MONUMENT
♦
COMPUTED POINT
STORM DRAIN MANHOLE
®
STORM DRAIN INLET
®
STORM DRAIN CURB INLET
V
STORM DRAIN FLARED END SECTION
OO
SANITARY SEWER MANHOLE
®
SANITARY SEWER CLEANOUT
HYDRANT
WV
m
WATER VALVE
WM
O
WATER METER
®
WATER MANHOLE
HBOX
O
BACKFLOW PREVENTER
WO
WELL (BY OTHERS)
�GV
GAS VALVE
M
El
GAS METER
0GWP
GASLINE WITNESS POST
TELEPHONE MANHOLE
El
TELEPHONE PEDESTAL
®
EMERGENCY CALL BOX
CATV
El
TV PEDESTAL
®
FIBER OPTIC BOX
EM
O
ELECTRIC METER
❑T
ELECTRIC TRANSFORMER
®
ELECTRIC BOX
�S
UTILITY POLE
GUY WIRE
7¢f
LIGHT POLE
MH
MANHOLE
®
TRAFFIC SIGNAL BOX
•
BOLLARD
v
SIGN
MB
El
MAILBOX
0
DECIDUOUS TREE
EVERGREEN TREE
0
BUSH
PROPERTY LINE
- -
ADJACENT PROPERTY LINE
STEWART SURVEY LIMITS
O
CHAIN LINK FENCE
TREELINE
T
UNDERGROUND TELEPHONE LINE
FO
UNDERGROUND FIBER OPTIC LINE
GAS
UNDERGROUND FUEL LINE
G
UNDERGROUND GAS LINE
E
UNDERGROUND ELECTRIC LINE
W
UNDERGROUND WATER LINE
SS
SANITARY SEWER LINE
- -
STORM DRAIN LINE
OHW
OVERHEAD WIRES
U
UNIDENTIFIED LINE
UNKNOWN DESTINATION
a°'.•
! : .;
CONCRETE SURFACE
TREE LEGEND
AR
RED MAPLE
JV
EASTERN RED CEDAR
LT
TULIP POPLAR
MG
SOUTHERN MAGNOLIA
PT
LOBLOLLY PINE
Py
CHERRY
QA
WHITE OAK
QP
WILLOW OAK
EXAMPLE:
10QP = 10" WILLOW OAK
\ II I, JORDAN M. SCHOFF, CERTIFY THAT THIS PROJECT WAS COMPLETED UNDER
\ IP 3/\ \ MY DIRECT AND RESPONSIBLE CHARGE FROM AN ACTUAL SURVEY MADE
/ \ SHEET 4 // \AS PERFORMED AT
\ \ \ ' _ \ I = THEE 95 P ER RCENTRCONFIDEN ET LEVEL TO MEEETTHIS GROUNDSURVEY FEDERALVGEOGRAPHIC DATA
CO O COMMITTEE STANDARDS; THAT THIS SURVEY WAS PERFORMED TO MEET THE
vJ I I \\ REQUIREMENTS FOR A TOPOGRAPHIC/PLANIMETRIC SURVEY, AND THAT THE
\ '''�`` ` ORIGINAL DATA WAS OBTAINED BETWEEN JUNE 4TH AND JULY 11TH OF 2018;
�
\ IAI�N������` THAT THE SURVEY WAS COMPLETED ON JULY 12TH 2018 AND REVISED ON
�` OCTOBER 8TH 2018; AND ALL COORDINATES ARE BASED ON NAD 83(11) AND
ALL ELEVATIONS ARE BASED ON NAVD 88.
DocuSigned by:
!,' I 10/8/2018
�/ - - - - - \`, h } } _ JbR&AN M. SCH FF, PLS
I
E13E49EF03AC48B...
STEWART
5410 OLD POOLE ROAD FIRM LICENSE #: C-1051
RALEIGH, NC 27610 www.stewartinc.com
T 919.380.8750 PROJECT #: C18044
Vicinity Map:
Fz\�G
SITE
LAKE BOONE TRL
QQo Lu
(D
0
Lu
Z)
co
WgoEAVF
NORTH
N.T.S.
NORTH
NAD83(2011)
0 50 100 200
SCALE: 1" = 100'
Title:
TOPOGRAPHIC SURVEY
FOR:
REX
HOSPITAL, INC.
MEREDITH TOWNSHIP, RALEIGH
WAKE COUNTY, NORTH CAROLINA
DATE: JULY 12, 2018 SCALE: 1" = 100'
CONTOUR INTERVAL = 1 FOOT
Revisions:
No. Date Description
01 10-08-18 WETLAND 'A'
02 10-08-18 50' BUFFER
Seal:
Pk-
;o�ES3 �0 %* i
SEAL
sa L-4939
.! k
Project number: C18044 Sheet:
Date: 07-12-18
Drawn by: JMS 1 of 4
Approved by: CRD

E
N
C?
co
0
N
C
O
U
0
U)
x
w
�I
O
_00
U_
D
w
ry
c
N
U
U
x
Q)
O
66
O
N
.!
U
J
N/F
CWS EDWARDS SAF, LLC
EDWARDS MILL RE I, LLC
\ EDWARDS MILL RE II, LLC
\ DB 16262, PG. 417
\ BM 1996, PG. 362
PIN: 0785-54-3827
N\ \
\ \
\ 40
�fO7 To
\
/a't'op
< O �9i qro
O Q cFF'�q
CB TOP: 429.90'
IN (N): 425.50'
OUT (E): 425.30'
/ CB TOP: 429.62'
IN (W): 424.46'
IN (N): 424.75'
50' BUFFER ESTABLISHED \
J FROM WETLAND FLAGS \
N/F
HTA-RALEIGH, LLC
\ DB 14156, PG. 22
L O BM 2008, PG. 824
\ PIN: 0785-74-3871
yggT��pq,Qy ; �3 F2 tiFG \ \ c,��SF� S / OUT--: --------- N/F V" /
/ SMH RIM: 423.1 �� SMH RIM: 430.43' CNL RETIREMENT PC1 NC, LIP y \
� C q � � 8'DlP ' -/ o INE 415.56' �� IN (S): 420.54' DB 9653, PG. 39
A TF �S \ F :. , 48„ �- - - ( (W):\415.51'.�� OUT (W): 420.44'
\ G+ '7g\��Cp / \ \QUT ��_- \� ( ) BM 1996, PG. 1509
\ \�s 2 , 71�F OF \ \ --- --- ----_ QF 'EZE SANITA� SEVE'�R�SE NT PIN: 0785-64-9530
8 . ✓ ✓ �... " _W11-9 6? , *509
MH WITH \7\� CAPPED X 1
CONDUIT �\ / / / �f - N B DI O� ` ~''c \ \ T \ N/F
01-
`� \
RIM: 426.27' -\� HTA-RALEIGH MEDICAL
NCDOT SLOPE `l f D - - . \�
S� -- -_ \ � \\ \\ CENTER II, LLC
EASEMENT / / X / / �_ .� \\
DB 9069, PG. 1990 / S891 4'06-F `�� \ \\ \\ \� \ DB 16120, PG. 375
\\\ / \\ \� \ BM 2007, PG. 2006
CB TOP: 426.90' / / 3� ✓ "'N 0 31.95' �- w \\� PIN: 0785-74-5412
1 30 0
IN (S): 423.69' �1 ca .O ) -ZC E 1 SIR M /� %6
FF�� 56„E \ �\\ \ SMH RIM: 434.23'
OUT (E): 423 60' � ,\� OQ �` p`L^• .�1 ' �_ //� ��012, PG. 64 _-- f'^� � '4�2 � \i \I \®\ \\
. � 51• •. �, // -� .�- � �-_� �- - _ �_ �2�V' \\ IN (N):425.51'
�// // IN (E): 425.53' \ \� \
D1�0OT D INAGE ro� / �� ��. �. ^� . `\ - _1 U) SMH RIM: 441.56' \ \\
WV o F�Q ���� / / �� I ~� 01 S I = OUT (NW): 425.45'
EASEMENT / o�
` 5 - `l IN (E): 433.29' \ \\
^y��BI 2�PG. 1857 / J / �? --� - / \`•���� / \ \\�\ �' \ I SFE 24 ' PP - - OUT (W): 433.28'
- - / ----
\ C/ / \ 20' CITY OF RALEIGH SA�ITARY LWER EAJEMENTG. 1509420.36' J � � � ���� � / 1
O ` �8 �a
o / ,9 , " S S`S \T\ .� �- \�\ SMH RIM: 455.80' \
o p 50' BUFFER ESTABLISHED / _ 1 SS \ v\ \
i� � \ ,/ r � ,i \, SS \ '" INS 446.33'
/ G J�\ \ / _ �� FROM WETLAND FLAGS �� ` o \ �� 1, � ✓ 8"DI� JS OUT(E):445.01' / \
Cr�.R' , . / �. `� \ ��� / DIP \
I I I -� ���/���� I PAD l �� J \\\ l \ \ \®
\ \ \
\ - �` ��
� MH WIT\ \ _ i �-----� ' \\ \ \ S 8° \ \ \ \�
W� O UIT l�,Q �Al2 SECONDARY ALTERNATE COMPLIANCE g0 i i�\\ \�43S, \�/� S8
Q-7 7, `- Q 13 \ \
M 1 TREE CONSERVATION AREA \ p / \\\\;\X \\\ \\ \ / / D`OO \ \� \ \ ®
�O �.�� �p��P WA11 I 65' WIDE PERIMETER YARD D�
Q" \ \ \ AnBM 2012, PG. 642 / / H
0 \
74 VJ
'� / \\ \ �c,`Z` rL / • A10 ECONDARY ALTERNATE COMP�ANCE I o �+ �\ \ �o
O \ PRIMARY TREE CONSERVATION AREA TREE CONSERVATION ARA \ \ \ b
65' WIDE PERIMETER YAR
WAO AND 20' ZONE 2 NEUSE RIVER BUFFER r / \\ l \ I 1 / V-5 RS/C P SDM gS
,�°l\ \ \ \ ` /� J I BM 2012, PG. 642 I I \ \
\ O • I BM 2012, PG. 642 / _��\ I J' % 542 8.748' \Q
�°� \ �Q-l'�:� \ \ \ \ \ 40 REVISED 14. 48, \ / \
\ WETLAND A \ I / / SMH RIM: 459.46' L: .599 \
979 SF / 0.022 AC / / \ \\ / \ \ I
OQ. x`40. O /� \ G ``y`� \i�` \ \ tlYA07' ) IN (E): 450.41'
% G0 ���1 p"� \ \y \\ \ \ \WA17 • \ • . / \ \ ' \ I ( OUT (N): 450.05' S \ \
�J�\WA06 I / \ \ \ CB \
A
REX HOSPITAL, IN .
DB 12794, G. 6�3'!
- F �UNDA�N� �/ BM 201 . 642
�(ABANDONEO \ / 1 /PIN 075-63844
/ 23 ED D9 MIL D.
11185, 520 S FA 27.2 6 AC / /- i �� -� \ \ \
srA Ca7NCRETE�AD
�` / / / 445 , I o
K\\\w
450
\ x \ / / / / / \ \ \� R / / 1 12
// / / / / - � \\ \ \ / / / / / 18QA 0
8QAp o
455
h / n \ I \��/ `SURWEYED BY OTHERS J / I / / \ 1 /
SEE SHEET 3 �� _ = - - / N/F / / _ __ \ \\ \ / 8QP No
\ I --
`yam LI TS OF SURVEY REX HOSPITAL, INC. / N
DB 12794, PG. 637 8QA
BM 2012, PG. 642 / / `.t:' ;::.. m�
PIN 0785-63-7844 = /
\ 5 / 2923 EDWARDS MILL R v• :' \
\ /
\ o
/
7 P
I
Q
I
1 520 SF / 27.21 C /
I I 185, /\\ I
•/' RA E
I
1 I i
7
1_ /
QA
\ l /
/
/ A•'�
PED
I I Yv
- - c�ac - - I
- -
\ -450- - - � � � \ 1 � :.�'•,.:.' .:'�. .ED EB EB I � (6QP
\ QD
/ I / O- 455 �, 3AR
3AR 3QP 3AR 3QP 6/�IE 3AR $'CLF 3QP 3AR 3QP 8'CLF y \ `r
\ \ 1 i..5'�.a'�O 'V`La'cw'O ,�^� �+-� 3QP .i4.°PS6G''. � .,4'F �• •':.:''•.,:,:':'•':.:0:.�..`' 0 I l
O O n�..5' O �© ��cw � 3Q I I 7AR
03Q77 -ITI \, O I ( I 1 t
��t��� �Q Q 3AR / 1 � /Q 9Q
01" 01b, X�� _ _ _ XS E SHEE 4
3AR / / 0 4 P 3AR
3QP
© P IIl O 3A�0 /r✓5 O TB � tj tj � � �
G 00 (r3A
vw­O 3AR
/
/
\ \ ( / / con
FO• : d ae I 1 \ II 0 / /
/1
7QPY�
O 3AR O 3QP 3AR 0 3QP Q 3AR 3AR 0
Q LIGH X 0CCTV OX 3MG 3MG © ©�© © 3MG ©\
0 / 3QP �
450 - � \ ( I � , 0 18/3QP
I 16QP C
3A I � / G o Q � �� I�
I I I �/�/�
h / I A� �I I I ' 3AR
© / I 4AR I I
r I ��S r 3MG\" 1 Io
CB TOP:
�I II I
/ / I �47070'
Qx \ P 3QP :46.
I (SE 0'
3QP © 55'0 3AR 3AX' PI I
/\ \ \�\��= //�� �� / / RSy�j ::;;' ,` • • \ I �: x 1 MG P
3QP
I �w > I ° Q 4
P �- 15 CP /
/ LANDSCAPE LL I
AA
STEWART
5410 OLD POOLE ROAD FIRM LICENSE #: C-1051
RALEIGH, NC 27610 www.stewartinc.com
T 919.380.8750 PROJECT #: C18044
Vicinity Map:
�O
�\OG�
SITE
LAKE BOONE TRL
PQM w
45 \A CAR
OZ
OR-
, o
it
UJ
m
WgoE AVE
NORTH
N.T.S.
SEE SHEET 1 OF 4 FOR
GENERAL NOTES AND
LEGEND.
NORTH
NAD83(2011)
0 20 - 40 80
SCALE. 1 - 40
Title:
TOPOGRAPHIC SURVEY
FOR:
REX
HOSPITAL, INC.
MEREDITH TOWNSHIP, RALEIGH
WAKE COUNTY, NORTH CAROLINA
DATE: JULY 12 2018 SCALE. 1 - 40
CONTOUR INTERVAL = 1 FOOT
Revisions:
No. Date Description
01 10-08-18 WETLAND 'A'
02 10-08-18 50' BUFFER
Seal:
•
.40
o�ESS �O••'� ,�
DoguSi • d `L 7;
t L-4939
E13E4'��. ••A�48•••B5G
10/8/2018
�� •
Project number: C18044 Sheet:
Date: 07-12-18
Drawn by: JMS 2 Of 4
Approved by: CRD
Approved by: CRD

E
Q
N
C?
co
0
N
C
0
U
O
CM
X
W
�I
0
_00
U
C�
D
i
W
c
U
ca
U
x
Q)
0
U
ib
0
N
U
J
0 —\pQg�;Dt WITH I
CRPPE \ I I
ECONDAR� ALTERNATE A\U'T 13 2 I I
MPLIAVM7.7 TREE CONSERVTION AREA
ONCE
'0 WA71 5'WIDE PERIMETER YARD
BM 012, PG. 642 /
15'x20' CITY OF RALEIGH �G r %� Oho \\ \Q-4 /\ '°` 4 . VJA10 I
TRANSIT EASEMENT �� \ O� J
BM 2011, PG. 1269-1273 / EB r JQ' \ r9 WAO
\ PRIMARY TRYE CO
VVA15\ I AND 20' ZONE 2 NEI
01 .••.'�/ \ \
WET
\�-1j0 \ \ \ \ AO REVISED I
O� \ \ \ W�M6 \ �ND'A'
I
O� .•/�/ \ GO �O\ \ \_-1 979 SFY 0.022 AC \
NCDOT SLOPE / / �, " �pQ , • �' �J<� •�j� \ \� \ WA17\ZA \ �' \ WA06
N/F EASEMENT
DB 9069, PG. 1990
GROUP I VENTURES
EDWARDS MILL LLC
DB 14611, PG. 817 // \ o : • / :.'/j/ k36 j� \ \ \ \ �X \ \\ \ \ \ a\ I
BM 2011, PG. 1270 /
PIN: 0785-54-9304
FF UNDA71-01q-
/ ABANDO /
�'�__/
�° . Q .�pQ��°` oti°`• . •/ %/ o°��`SQ�'\ \ \ \ \ \ \ � _ \ \ � —
O�A/ �2 ° , . • ►\
ho
10/
\/'00 P� \ \ \ \ --
\ YJ N
\ /
\ / / / ��lLoo j
\/ /
\
1-1 / o G \`A
1-1
100,
\ \loo,
/
/ 43s� \ \ \ \ \ 1 I \
oti � Y• / ;•/ \ I / ' MH WITH
CED
�
GROUP I VENTURES /:43%2' RIM: 432.79'
\ \ EDWARDS MILL, LLC
\ /
DB 14611, PG. 817
// \ BM 2011, PG. 1271 /
° PIN: 0785-54-5109
y / NCDOT SLOPE—
\ \ \ /` \ \ \ \ \ \ \ \ / / — 3Ap R a 455 3QP �'3AR
° � / / EASEMENT / / / :•.�• /
y \ / DB 9069, PG. 1990 i / \ \ \ \ \ I / 0 000*0000000001
/ I
© 3QP
\ \ \ \ \®�
/ �\
N/F \ \ 1 I I 0�O I \ I 81
/"\ \•:'' / / EX HOSPITAL, INC.
/ IM: 425.30' `� / / / / �DB 12794, PG. 637 \ 1 J��1� v� I I 3QP
/ I I
IN .406.82 � � � i / � BM 2012 PG. 642 I � OF \ I I © TI
�T / IN 0785-63-7844 \ J
/ v ( )� 36"RCP i r5!'' 2923 EDWARDS MILL RD.
\ NCDOT PERMANENT / / I
\ / R`L � I I
°y DRAINAGE EASEMENT *` / / 41 X 1,185520 SF / 27.216 AC +/-
\ DB 9069, PG. 1990 / / 9 88 I I I o /
°tip e SA -F \ �� Q I E ET
421-
`/✓5 I /
/ r/ 42 \ I I �/ \U
•{ �. 1/ / / ;: / / � / � — , / / / / / / / � �. ��s \ � I % °�` //�� / �
0
CFEETE
QF0
�5y .:`::. C
BESSIE W. DEW / / r / / / / / / / 435 / ' j I3A
r _ :.:.:,..:.�.:':....:,
ESTATE FILE
LANDSCAPE,.'
LOT 5 \
'L
// / DEBRIS AND MULCH
.:
/
/
TV &LIGHT
BM 1980 PG. 456 \
CC
ti
—
IN THIS AREA
k
PIN: 0785-53-5616 /•'
O
3CO/
Q'
a /
-
Q
� h
423.31' � '.'t•,'
V
0
O
O
3
:f
t•
Q- 1
4 b
/ h
A
0
—
i
/
h
v
43
/
1
/
:.t
D't •:.
1
.t,
/
3AR
S..
O
c /
•CRA`•^• •:�''•: .
J
a
P
Q -
I I
�
3 PO / Q
/
rx
ti
I
l
°
/
I
I
P
X
^ 0
V
/
/Jr
R
O
1
ti
Q
o
0
J
qV
'CB
P: 428 09
(k
V /
J T 424 4'
0
'y 3QP
i
(O
3
o —
A
R
I
0
3
F
O �t Q
ti �
:.r 5
0
/ o
z
I
I
ALTERNATE COMPLIANC .9' '\4
I • X44 48:68'
s-
h rn •�
3 P
I Q
6
•6ECOND RY TRE CONSERVATION AREA � "�-1• " ..•; "• "'• ' " '�'
_ �O.
' ,•'• \ � � \ b` / � � ' / � �
_WIDE
.:•--�-:.".' 54 1.62' �`:..
B 2012, PG. 642 / /�- FOWP ` X V,
-• \
8.52 -�.
'•� - NCDO LOPE ` ( / / S84° 39 '• 452.9'
v \ O V EASEME f •'] 3QP
''`•'' Q Q � 7 18" � 2002, 1857 �
-�'
RCP h �- 7 // \
r 5� O \ i . _ �_ �/ / N:753538.748'
- OHVV J j 3QP 3QP 3QP _
^h 00 1 \ \oti -� EL: 45S 6276 650' - \ \ p \ O 0
p � ry Q � \� *ate � � � � 7 �� - - _.� � � � \ _ _ _ _ X D• \� \„_ -- �
�eYI TOP: 427.25' 4,
417.21' OUT (W): 421.65'
— / \ 5„RCP 450 Q 3QP
HW - "R �� I] N/F WAR j_ . N /�''
co
181.1 f _ / f MACON POND INVESTMENTS, LLC H06 OX \ v O
v \ T -9-IRS AP CP �V - / �RC� �� \ l l / / / DB 11207, PG. 2249 VAULT BOX �I �/ \ / 6` ND
\ ❑T (15 CIb��� - - \ I LOT 8 - BM 1980, PG. 456 1 g�l2
53 50.614' \ I \ I \ I \ O\ \ \ N/F d , ��\ yp� 0 R/fin
I `
:-'.,20856N.800
�. • \ I PIN: 0785-63-3259 �/ 2 pG
0856 800' / y� N/F MACON POND INVESTMENTS, LLC I �� ��
I EL. 425.018 OUT W :419.63' N/F ° N/F DB 9434, PG. 1949 i \ \
YI TOP: 426.10' SHERWOOD H. JONES & 42�
( ) \ y MANLEY DALTON JONES LOT 9 - BM 1983- 23 456 \�
/� ILLIAM LLOYD H RRISON PIN: 0785-63-2239
N/F I SHERWOOD H. JONES \& DB 1493, PG. 454
p DB 2841, PG. 5N
NEIL C. GUSTAFSON & PHYLLIS L. JONES \ y � BM 1980, PG. 456
GL O
SHARON GUSTAFSON � DB 3285, PG. 227 L 10 - BM 1980, PG. 56 \ I PIN: 0785-63-0380
DB 11141, PG. 699 LOT 11 - BM 1980, PG. 456 : 0785-53-9340
LOT 12 - BM 1980, PG. 456 PIN: 0785-53-8330
PIN: 0785-53-6245 I I \ I I \ \(
I;Ppw 'I
I AA
STEWART
5410 OLD POOLE ROAD FIRM LICENSE #: C-1051
RALEIGH, INC 27610 www.stewartinc.com
T 919.380.8750 PROJECT #: C18044
Vicinity Map:
�\pG�
SITE
QO �o
LAKE BOONE TRL
PQO w
�O o
it
Ji
co
NoEAVE
NORTH
N.T.S.
SEE SHEET 1 OF 4 FOR
GENERAL NOTES AND
LEGEND.
NORTH
NAD83(2011)
0 20 40 80
SCALE: 1” = 40'
Title:
TOPOGRAPHIC SURVEY
FOR:
REX
HOSPITAL, INC.
MEREDITH TOWNSHIP RALEIGH
WAKE COUNTY NORTH CAROLINA
DATE: JULY 12 2018 SCALE. 1"- - 40'
CONTOUR INTERVAL = 1 FOOT
Revisions:
No. Date Description
10-08-18
01 WETLAND'A'
10-08-18
02 50 BUFFER
Seal:
•
DoguSied '6L 7•
L-4939 r:
E 13 E%,9 I#P,4°4N %.G'**A�7
11111.�`* 10/8/2018
Project number: C18044 Sheet:
Date: 07-12-18
Drawn by: JMS 3 of 4
Approved by: CRD

E
0
c�
C?
CC)
0
CV
00
0
U
O
U)
x
W
�I
0
_00
U_
C�
D
W
D'
U
ca
U
x
Q)
CD
66
CD
N
U
J
S E E",-S14_EE_
`SURVEYED ByOTHERS
LI TS OF RVEY /
\ / O
a
_ 450
3A� 455 3QP �+ 3AR 3QP SATE 3AR 8'CLF 3QP 3AR -3QP 3TR 8'CL
0€00 0 *000 O nnnO0�QQQ_ 0
l I �
Alb
8QA
QG
\\\�\ 0 \\/\ A\\ N/F
8QA y DURALEIGH COMMERCE I, LLC FOWP/
/ DURALEIGH COMMERCE II, LLC TPED �G
/ \ l H E �T 2 = CB TOP: 465.64' -nM-4<65,BM 200565, PG. 908
/ P 1
Nq
OUT (N): 462.49' � C'�.��
/ / � / � � � �` \ \ � J \ / \ \ 1 �,, •':!� PIN: 0785-74-6114
455 I / -o SIGN Oj
N/F `� \ ` / / o
( I EIP J
/RJHOSPITAL, INC. / / \ _� / I N_I EIP Iv
2794, PG. 637 / 8QA
M2012,PG.642 / / 't :::. r iR11 1 ! y
IN 0785-63-7844-:•' / I .�' /
292 EDW
ARDS MILL R:,
'''• n is ' / I
�.
0
Q
r
I V
wI v
x.
c9
- /
1 1 5 520 S F/ 27.21 Ct/
oo
•. ice::, :' ' o
I
I
z s�
1 I
7QA
•.X
o
I
I
,•PED
I
'a
� I G
1
� I
1 ED ❑ ❑ / I /
000 0
\�-/0 \ I O II 0 GAS VENT N/F
Room I 1 / 11 HTA-BLUE RIDGE, LLC
���� 3AR RAFFIC CABINET DB 15695, PG. 1477 I©9Q I /
1 � / BM 1984, PG. 1152
PIN: 0785-73-7887
I I x � x i x Cn 3AR / GAS VAULT
3QP 3QP QP 0 �� 3AR 3QP TB0A4QPAR 1
^� r^� //
0 TB© © 3 O zw La La " �4w .00- O 3AR / / / / G E I
0� 3AR / 00 ������ �� \ /
.. :! , Q / I / 7QP O / i CB TOP: 473.06'
�O I a D / JR (24AR / `f OUT (N): 469.98'
0
I � 3AR I
0 EIP
©
0 3AR 0 3QP 0 3AR 3QP 3AR I 0 / / 10 \
F
Q 1 \ 4 TRAY-4-IRS/CAP
iJ I CCTV(Ox
3M 3MG 3MG LIGH X I a / I \ / N:753763.438'
/ ®®Q O p Q ®3MG VO
COM OX ©� I ( / EB E:2087547.562'
/-�- _- / 3QP I
xx _450 _ I I 0 I 3 P I 16QP (CO)
F W I I EL: 474.048'
3AF / G \ \\ I 0 D6�' I 0 I HW - -
1 1 1 10 1 off
�� 01 � r \ � � I � I / / � / I° I I I I I• W
3AR 4AR 6
3�' I 3MG 1 I I I 0, I I
i �h I h\ CB TOP: 470.0'
/
�Qp 0 1 x 3QP DSA \ I / / � I I I (SE : 467:80-
0
67.80'
/ O / I I 0 3AR I 0 3'P 0 3QP /1 O 3QP II�
o I / 1 0 OI T (W�: 46(-55- P p
0 3AR ® 0 3AR ��� X P 00 \ d
/ X II G\ I y - i 10 465.43' �Q r •t: I N I I I
I I \ I 3QP I 6QP /- 15,. Cp
3A l I ¢I ��h
I 01 14113 �- 4R© W���
3 ...s •.!..' � � !s: I I � � z
►� ► oma
I I LLL) CCTV & LIGHT / ��71 11371171-1-7all 1Z /ZTZ ZZ -27 /Z 1zf /Z /Z �� 12TR :� I I I q I I A D
/ PRIVATE DRAINAGE I I o ✓ 0 0 6 I I CB TOP: 473.23' 116 I my I /
p /13Q 13MG EASEMENT I I - 8 a I / 0 0 3QP f OUT (NW): 470.53' I A m- .
O I/ BM 2012, PG. 642gP II I o I t I I 11 z /
�© © I I 0 3AR I i .12TR I 1 I I
I G XOM I I oo I II I0OAR'
13AR 0 I a0 O QP 0 14Q 010TR TB EB / 0 11TR 0 12QP I
12TR I I s I I -- /
3QP 0 � � �I�G 10 I © I LL -
OT 0
X 3A C I O II I - \ I I o 0 3QP
\ x�� a X NNN I IN I I L i_ I n I o
d ;r::'• I I -^a \ I I I 0118QP m .: 1 I
3QP 0
t✓ I I I G
_ O a /
3QP �,,. �`� 0 I I I 0 3AR I I / I / �� Q�
°1
3Q � .. X ",
�P / X �e-°^
0 3QP / h .. ; 0 G I I I I 16QP
// 0
3AR I I \ \ 07 I I o 3QP
/ x r Q € 10
�
Cg + 452.9' \ �QQ /� / 1 _44 5\ I I I 0 3AR I 0 10TR 0 14QP 0 18QP 0 11TR I 8QP
3QP , C
V I
p, © ,
0 3QP 0 3QP 0 3QP RISER ( 0 7A
X TOP: 448.36' I
I I I I
3 P I I
03 INLET
444.74' : 447.37'
0 - OUT (3):443.71'
3QP
311)113�\ AR I a3- w
�q� O 3Q : s 3�1G \ �_� / / \ 1 HC HC I I I �
Cb \ 3QP`/ 3MG\ I VAN VAN I I S1V1M RIM: 473.2 'III S
\ N /.� 0 �-� 0 01 0 �AR 1 O T (S): 464.8 1 I I/
60� O •D \ \\ /3QP RIM. 449.92' 3� QP / 03QP , 1 O�3QP I } �II' I N/F
U 0 3C IN S :445.07' HC HC co u
�1 gM2 gCIC` �?6 \ © OUT (N):445.07' \ 3AR UU 0 I \ 3AR I I I Itl I REX HOSPITAL, INC.
pb \ � 0 , R/ (N): _ s, 0 [If
I III I DB 3910, PG. 373
\ 12TR
6 �\ 3QP 3QP \C� \'A 0 1 3QP 11TR I > I I I
2, PG 4 O ` \�'�\ 14QP /// I O O O 3QP I b 7TR I I I BM 2014, PG. 1176
2 �\ -_ I I PIN: 0785-82-2820
�l� � \ ®� ` �//�//js \ 3QP � �\ \ � p55 I N ` I I I I � •
`OFSURI/\ 3QP / Q 3QP
P �\ I�Juo / / / ( % e ✓ CD I I I III
CB TOP: 449.82' I ( . 44� \ 5A
CB \ © ..... ' . ^ `.s • : S l :.: .:Bf1S . s :' .:.:.: `;•5:" ..s .: `• %: ' ., 0 5 R
ley �IN (E): 445.97' T (S . 2.60' \ 5A 10AR •;.�•:;k. •0 10QA O 12QP 5AR O•46L �� \ OUT (N): 445.84' \�� \ 4gs \ 0 7AR\ '5160 \ r © O
6
11 C I
CB TOP: 449.80' . 11� �� \ \ \ � � 6\ C15QP � .�. •. �• � I I v) I
OUT (W): 445.97'
W - ` \ HBOX I •� �2 O 4TR ❑T a I I I
\CBS N"T533 'QRS/� C4 , € 3AR \ \ �d oq !, L \ o
' !� \ �/ E2pggg g'3T ,9P WM O Q � 0 4 P 1 \ O • `� �. _ �` I I >
N/F IvV� e� FL 44g g89 L9 3QP \ I !� 13QA � a I
CC RALEIGH MOB, LLC. \ w���� Tog' •d 0 3 R © AR is SE ONDARY E ON ER �l AREA ° 1 TR
\ RIM: 452.84' 8QA 50' WID T OgRE YARD 81�
DB 11057, PG. 475 15S I ?Up 7QP R 68J 1 A \
BM 2004, PG. 697 �\\\\� I (E): 448.15' I I M 201 G. 4 �oCW
PIN 0785-63-5430 \ �� W OUT�W): 448.11' RIM: 454.59 \ 15TR1 7TR �/ © 810TR I� I 1 I
\ IN (S): 449 89' , MACON O 8TR (Jq R T 1 Jv -� RIM: �72.17I 1 I I
APPARENT JUNCTION BOX J�/�}/L�/ - UT(W):44979' ��s, N PO�p p :� 6Q 13T�24QP 9> 5s � FO�1/ OUT (IS):409157'
/ I 60 R�^, C QP 3TR �Qp 24JV / U
(UNABLE TO LOCATE \ F \o B PUBLIC ' v T V , 2 IP 8QP v TR V-3-IRS/CA I I
TO =461.5(' n • N:715332 95' I
EXACT POSITION) \ _ \ \ , •M. 2012, PG. 42 IN -4 6.55' \ ,SJV v _ E:2 874 0.282' I G
4 r FO I15 "R l OU�456.55' \ '•. -
N/F CP 4J1=�/'
REX HOSPITAL, INWVW FO F I ` \ t• _ _ - _ _ - I
DB 12794, PG. 637 \ - - FO 15"RCP l F= H
BM 2007, PG. 1856 r EI 3/4" - FO F
F \ �PIN 0785-73-2285 \_OC=47 79' TOC=4' o
2821 BLUE RIDGE RD. 68 ` II RIM: 471.44'/ I
I
\=453 59\ \N/F \ OUT=4 IN (N): 467.91'` \\
O T-�k53.49' W�ODED /
IP4' rn E HOSPITAL, `�C. I I ! a IN (E): 467.89'
ARBA o DB 2794XG. 637 l - SII p OUT (S): 467.84'
BM 007, PG. 856( Icn FOWP \\ J T
! IN 0� 73-22�.� \ CELL TOWER \\ I I
N/F I \ \ 28224\BLUERIDGE RD. INACCESSIBLE II
/ UNIVERSITY OF NORTH CAROLINA \ \ BELL SOUTH O, ". ','•''.(AUEL::-
/ HEALTH CARE SYSTEM O \ \ \ EASEMENT , ' '': '' .�'�' co m �l
16987, PG. 1535 yy I (D.B. 8707, PG. 2642) -F4 `'' `4-
DBBM 16987, PG. 1535x 1 a - -
Q PIN 0785-63-9186
1
V 2741 LAKE DR. U
cmn
I
N/F ` E \ � T E I I I
\ 1 I TOC: ]70 83'
THE UNIVERSITY OF NORTH CAROLINA ` OUT:
HEALTH CARE SYSTEM ` 6. 8' I
DB 16987, PG. 1535 I 5"RCP I
BM 1999, PG. 1256 \ I SMH RIM: 470.66'
PIN 0785-73-2161 RIM 470. 4' S
2801 BLUE RIDGE RD. ` I O I .468 . 4' I OUT (N)6466'71'
TOC: 471.25 :48. 4� I I
1
IN(N): 466.15'
IN(S): 466.15' I
IN(E): 467.25' I I I
I OUT: 466.15' I
AA
STEWART
5410 OLD POOLE ROAD FIRM LICENSE #: C-1051
RALEIGH, NC 27610 www.stewartinc.com
T 919.380.8750 PROJECT #: C18044
Vicinity Map:
�O
�\OG�
SITE
`� � LAKE BOONE TRL
PQM w
45WEMW 311
,O
o'
Ji
m
WgoE AVF
NORTH
N.T.S.
SEE SHEET 1 OF 4 FOR
GENERAL NOTES AND
LEGEND.
NORTH
NAD83(2011)
0 20 40 80
SCALE: 1" = 40'
Title:
TOPOGRAPHIC SURVEY
FOR:
REX
HOSPITAL, INC.
MEREDITH TOWNSHIP, RALEIGH
WAKE COUNTY, NORTH CAROLINA
DATE: JULY 12, 2018 SCALE: 1" = 40'
CONTOUR INTERVAL = 1 FOOT
Revisions:
No. Date Description
01 10-08-18 WETLAND 'A'
02 10-08-18 50' BUFFER
Seal:
O � S S / Oy y ��
DoeuSiq�l'hed b�L A.
to L-4�9y/39 r:
E 13 6
�.���� M������•,, 10/8/2018
Project number: C18044 Sheet:
Date: 07-12-18
Drawn by: JMS 4 of 4
Approved by: CRD
�.���� M������•,, 10/8/2018
Project number: C18044 Sheet:
Date: 07-12-18
Drawn by: JMS 4 of 4
Approved by: CRD

\ NG00�5FJAE�
\ oy�
O
9 -
\
I
10 ��
/
4
2tl W,0EHEO5E0.+PP0.�
0 4P 0.10NE 268.+1,5
X16„ �' OENPjyWS
PP+Mh � ry�,1�5
p0.018„ pG. p0
� gp69 PG Ej9
' A•y1
0
STREET TYPE TABLE
LOT
ADJACENT PROPERTY OWNERS:
CLASSIFICATION
R/W WIDTH
B -B DIMENSION
ID
PIN
Owner
Site Address
Deed Acres
Use Type
Zoning
1-4
785637844
REX HOSPITAL INC
2923 EDWARDS MILL RD
27.22
609 LF
STREET B
5
785649530
CNL RETIREMENT PC1 NC LP
3101 DURALEIGH RD
4.84
NURSG HM
OX -3 -UL
6
785543827
CWS EDWARDS SAF LLC EDWARDS MILL RE I LLC
3000 BROOK MILL DR
24.95
GRDN APT
RX -3
7
785549304
GROUP I VENTURES EDWARDS MILL LLC
3001 EDWARDS MILL RD
7.54
MED OFC GROSS
OX -4 -CU
8
785545109
GROUP I VENTURES EDWARDS MILL LLC
2951 EDWARDS MILL RD
5.96
OX -4 -CU
9
785532923
REX HOSPITAL INC
4220 MACON POND RD
3.7
R-4
10
785535616
DEW, BESSIE W
4212 MACON POND RD
0.98
R-4
11
785536245
GUSTAFSON, NEIL C GUSTAFSON, SHARON
4213 MACON POND RD
1.24
R-4
12
785538330
JONES, SHERWOOD H JONES, PHYLLIS L
4207 MACON POND RD
0.99
SINGLFAM
R-4
13
785539340
HARRISON, WILLIAM LLOYD
4205 MACON POND RD
0.99
R-4
14
785630380
JONES, SHERWOOD HARRISON JONES, MANLEY DALTON
4201 MACON POND RD
1.19
SINGLFAM
R-4
15
785632239
MACON POND INVESTMENTS LLC
4113 MACON POND RD
1.16
SINGLFAM
R-4
16
785633259
MCAON POND INVESTORS LLC
4111 MACON POND RD
1
SINGLFAM
OX -3 -UG -CU
17
785635430
CC RALEIGH MOB LLC
4101 MACON POND RD
3.99
MED OFC GROSS
OX -3 -UG -CU
18
785639186
UNIVERSITY OF NORTH CAROLINA HEALTH CARE SYSTEM
2741 LAKE DR
0.74
OX -3 -UG
19
785732285
REX HOSPITAL INC
2821 BLUE RIDGE RD
0.46
OX -3 -UL
20
785822820
REX HOSPITAL INC
2810 BLUE RIDGE RD
59.6
HOSPITAL
OX -12 -UL
21
785737887
HTA-BLUE RIDGE, LLC
3100 BLUE RIDGE RD
2.36
MED OFC GROSS
OX -3
22
785746114
DURALEIGH COMMERCE I LLC DURALEIGH COMMERCE 11 LLC
3000 DURALEIGH RD
1.64
BANK BLD
OX -3 -UL
23
785745412
HTA-RALEIGH MEDICAL CENTER II LLC
3050 DURALEIGH RD
1.5
MED OFC GROSS
OX -3
24
785743871
HTA RALEIGH LLC
3100 DURALEIGH RD
7.35
MED OFC GROSS
OX -3 -UL -CU
\ NG00�5FJAE�
\ oy�
O
9 -
\
I
10 ��
/
4
2tl W,0EHEO5E0.+PP0.�
0 4P 0.10NE 268.+1,5
X16„ �' OENPjyWS
PP+Mh � ry�,1�5
p0.018„ pG. p0
� gp69 PG Ej9
' A•y1
0
STREET TYPE TABLE
LOT
NAME
CLASSIFICATION
R/W WIDTH
B -B DIMENSION
LINEAR FOOTAGE
PROPOSED
BLUE RIDGE ROAD EXT.
AVENUE 2 -LANE DIVIDED
80 Ft
52 Ft
1236 LF
3
LAKE DRIVE
AVENUE 2 -LANE UNDIVIDED
64 Ft
36 Ft
609 LF
STREET B
AVENUE 2 -LANE UNDIVIDED
64 Ft
36 Ft
523 LF
EXISTING
BLUE RIDGE ROAD (SR 1664)
AVENUE 4 -LANE DIVIDED
104 Ft
76 Ft
EDWARDS MILL ROAD (SR 3009)
AVENUE 6 -LANE DIVIDED
126 Ft
98 Ft
MACON POND ROAD (SR 1667)
AVENUE 2 -LANE DIVIDED
80 Ft
52 Ft
\ ' NOTE: SEE SHEET C3.XX FOR STREET SECTIONS
\ 24
0
/ � o
/ � Ep OPBISHia WE0.ET5EMEN✓/ � / _ \.�C�
,zf
ii S7 b- 4u o
NEI STREgM M
06 5 N
E��P� PPS
Y PREF E2
OSeRpNE l \
WP PR\MPPV_,. 2pNE2NEU50M
ppp.��� ,NPS FEN�NQ•P
,4 WPp9 91 SF X0.022 1 1
WPpe Pc 1 I
N p,�P,t �B.N� WPpS 71I I
\ \ I
ROAD
\\ BLUE RIDGE Y -
WA
MISS
FA FA
PROPOSED
162779.11 SQ FT
RIGHT-OF-WAY LINE
3.74 ACRES
RAN DEDICATION
23
II
I \ \ o
\
p \
11 I \ 6L LOT 1
\ \ \N1 193164.71
\
\\\ 11 \ 1 \ 205468.57
\\\I \ 319283.16 \ \ \
1
1
1
1
I
I
IC'' O YGPSVFS�
�pgM
EIP
EIP _
l% 5' BUILDING SETBACK ANDI r \ \ o
UTILITY EASEMENT
C10' PARKING SETBACK I I X V7\
o EXISTING a o I 12562.39 SQ FT \ \
RIGHT-OF-WAYLINE I I I 0.29 ACRES
RAN DEDICATION �\
\ PROPOSED
RIGHT-OF-WAY LINE /
-000I _60' PUBLIC RIGHT -OF -W Y
Tm-
/ BO[' - - - � ' - oxo
i/ / i O rr wow'° ai E
II I \ \
��/
oi
\ 16 \ 17 SII 18 �m
� \ 15 \ II
\ 14 II I \ \
12 \ \ \ \ \
1
6
BLOCK PERIMETER
LOT
AC
SF
PERIMETER
(LF)
1
4.43
193,164.71
1894.43
2
4.72
205,469.57
1943.76
3
7.33
319,284.16
2347.99
4
6.71
292,262.17
2532.52
AVG
2179.68
BIS%W/
BSA LifeStructures
510 Glenwood Ave, Suite 321
Raleigh, NC 27603-1262
ph 919.334.7301 fx 317.819.7288
www.bsalifestructures.com
r7ij
STEWART
223 S. WEST STREET FIRM LICENSE #: C-1051
SUITE 1100 www.stewartinc.com
RALEIGH, NC 27603
T 919.380.8750
MACON POND
SITE
DEVELOPMENT
PRELIMINARY
SUBDIVISION PLAN
TRANS.NO.XXXXXXXX
MARK DATE DESCRIPTION
0 5"071 0 200 NORTH
SCALE: 1 "=100'
PRELIMINARY
SUBDIVISION PLAN
DATE 10/18/2018
BSALS PROJECT NO. 12820004.01
C1.00

PHASE 4
• COMPLETE STREET B
IMPROVEMENTS PER CITY OF
RALEIGH
• COMPLETE BLUE RIDGE ROAD
EXTENSION PER CITY OF
RALEIGH
I
\ I
\ /
y A��l
a
�- , , e
30 ZONE 15TREAM M `
FIU
Pya W
P 2a W,OENEJSE0., _ M+':
0.M'N .25 W,p2 x2a
HASE
scM #1 II • ROUGH GRADE BLUE ROAD EXT.
IINSTALL SCM #1
D
Of ayE,OE��E 13
150
NJ EPSEME990 /
PHASE 3
• ROUGH GRADE STREET B
• INSTALL SCM #2
• BUILD PARKING LOT ON LOT 3
/
�Q
0ry
�6
\ / / INSTALL STORM DRAINAGE
\I
W r WW �"
\\ \ DPUBLIC RIGHT -OF -AY —
\\ m
�«Ea
CLD
\�J o00
O
1 0 \\
D41t1
a o 1 1 1 sQ
111 �
J sc #2 I I I
l ill
C � 0
r �I
� f
oil
- rl
MACON POND ROAD
60' PUBLIC RIGHT-OF-WAY
IP 3/4
c'). \ \\
N
J
LLI
Z \ \
U � �
00
U \ i
o
i
o
N
E \ /
O
Q L
M E c
CD L U
l(� i00 tm
N J
Q R
N N Z O /
N /
co 6 0 0 Q
/ /j �OPgVBNt
�RpFP S
®� V/ �OPSV PMt
EIP _
G\ EIP
\
'30 \�\
% g
\ U i
\ PHASE 2
• INSTALL WATER AND SEWER UTIL TIES
\ \\\\ • INSTALL REMAINING STORM DRAI GE
• BUILD BLUE ROAD EXT.
(BLUE RIDGE INTERSECTION TO L KE D IVE)
• BUILD LAKE DRIVE PER CITY OF RAL IGH
O \ \\ • BUILD MACON POND ROAD IMPROVE ENT
\ • BUILD CANCER CENTER AND PARKIN ON L T2
• INSTALL LANDSCAPE IN PUBLIC RIGHT- F -W Y
B*SkW/
BSA LifeStructures
510 Glenwood Ave, Suite 321
Raleigh, NC 27603-1262
ph 919.334.7301 fx 317.819.7288
www.bsalifestructures.com
r7l.2
STEWART
223 S. WEST STREET FIRM LICENSE #: C-1051
SUITE 1100 www.stewartinc.com
RALEIGH, NC 27603
T 919.380.8750
MACON POND
SITE
DEVELOPMENT
PRELIMINARY
SUBDIVISION PLAN
TRANS.NO.XXXXXXXX
�\X/A I L____'
MARK DATE DESCRIPTION
SCALE: N.T.S.
DEVELOPMENT
PHASING PLAN
DATE 10/18/2018
BSALS PROJECT NO. 12820004.01
■

a
M
In
00
v
CDN
N
N
W
\
\
T'S' Fi \ /
tiT
SEE SHEETS CX.03 OA -
co
\ °
S co
SEE SHEETS CX.02
I j
e
I
I E.
I /
I /
I
I /
I
I /
I
\ I �
\ ° °tib \ \
\
I
I
MIXED USE BUILDING
SITE LEGEND:
ZONING OX -12 -GR -CU
LOT DIMENSIONS
f
Area (min.)
n/a
Area (max.)
n/a
Width (min.)
n/a
Outdoor Amenity Area (min.)
10%
Building / Structure Setbacks
From primary street (min.)
5'
From side street (min.)
5'
From side lot line (min.)
0' or 6'
From rear lot line (min.)
0' or 6'
From alley (min.)
5'
PARKING SETBACKS
From primary street (min.)
10'
From side street (min.)
10'
From side lot line (min.)
0' or 3'
From rear lot line (min.)
0' or 3'
From alley (min.)
5'
HEIGHT
•
Prinicipal building (max.)
=LIMITS OF DISTURBANCE
150'
Accessory structure (max.)
25'
FLOOR HEIGHTS
Ground floor elevation (min.)
0'
Ground story height, floor to ceiling (min.)
11'
Upper story height, floor to ceiling (min.)
9'
TRANSPARENCY
Ground story (min.)
33%
Upper story (min.)
20%
Blank wall area (max.)
30'
ALLOWED BUILDING
Balcony
Gallery, awning
TREE CONSERVATION REQUIRED
DISTRICT REQUIRED (MIN.)
R-1, R-2 15%
ALL OTHER DISTRICTS 10%
BSA LifeStructures
510 Glenwood Ave, Suite 321
Raleigh, NC 27603-1262
ph 919.334.7301 fx 317.819.7288
www.bsalifestructures.com
r7l.2
STEWART
223 S. WEST STREET FIRM LICENSE #: C-1051
SUITE 1100 www.stewartinc.com
RALEIGH, NC 27603
T 919.380.8750
MACON POND
SITE
DEVELOPMENT
PRELIMINARY
SUBDIVISION PLAN
TRANS. NO.XXXXXXXX
MARK DATE DESCRIPTION
0
50710 200 NORTH
SCALE: 1"=100'
SITE PLAN -
OVERALL
DATE 10/18/2018
BSALS PROJECT NO. 12820004.01
� L U
3 J
W
O
n Q dC3000
� � Q
SITE LEGEND:
FUTURE BUILDING
f
CONCRETE SIDEWALK
BRICK SIDEWALK
HEAVY DUTY PAVEMENT
CONCRETE PAVERS
GRAVEL
CURB & GUTTER
STOP BAR
CROSSWALK
SIGN
H/C
ADA PARKING SPACE
D
KEYSTONE WALL
WHEEL STOP
PROPOSED TREELINE
—X—
FENCE
M}�
LIGHT
BIKE RACK
O
BENCH
•
BOLLARD
=LIMITS OF DISTURBANCE
BSA LifeStructures
510 Glenwood Ave, Suite 321
Raleigh, NC 27603-1262
ph 919.334.7301 fx 317.819.7288
www.bsalifestructures.com
r7l.2
STEWART
223 S. WEST STREET FIRM LICENSE #: C-1051
SUITE 1100 www.stewartinc.com
RALEIGH, NC 27603
T 919.380.8750
MACON POND
SITE
DEVELOPMENT
PRELIMINARY
SUBDIVISION PLAN
TRANS. NO.XXXXXXXX
MARK DATE DESCRIPTION
0
50710 200 NORTH
SCALE: 1"=100'
SITE PLAN -
OVERALL
DATE 10/18/2018
BSALS PROJECT NO. 12820004.01
� L U
3 J
W
O
n Q dC3000
� � Q

a
M
In
00
v
CDN
N
N
W
IN Pp5
PROPOSED SLOPE
EASEMENT
itIP
I
EIP
•., v EB �
P�
BSA LifeStructures
510 Glenwood Ave, Suite 321
Raleigh, NC 27603-1262
ph 919.334.7301 fx 317.819.7288
www.bsalifestructures.com
r7l.2
STEWART
223 S. WEST STREET FIRM LICENSE #: C-1051
SUITE 1100 www.stewartinc.com
RALEIGH, NC 27603
T 919.380.8750
D SOE AEET II
MACON POND
SITE
DEVELOPMENT
PRELIMINARY
SUBDIVISION PLAN
TRANS.NO.XXXXXXXX
ARK DATE DESCRIPTION
..,,, . y . j OW G. - ...moi • , . - -
y .� � ` sE� Es see N
I ` MACON POND RD. �� % ` �NPss 0
60' PUBLIC R/W ? ASPHALT �' 00 �OpOE� 6�PSEMPN ��so0
_ I I _-- _ — (BM 2012_ PG. 642) ___-----------�--- cB ---- v PREP EPSEM�bAb' � S \ \
1
--------------- --_—_,—_��,���� \ ::�� Wv SOB'
4�
00 I� ______ 11OP__ l II _ — C� X ❑ \\ — -FnTFFM— — — — — — \ \\ \
Z— — — — — — —
Q V1,UR 80)k OX I� �I--------------- ARENTJ�00�pC B II EB \ \ `
TFqL
App Npe1 PO51110N) 11 \ N \ \
EXAc 11 I \ \ 0 25 50 100 NORTH
SCALE: 1"=50'
CD
O�
p �G
Q� F
O�
SITE PLAN -
LOTS 1 AND 2
DATE 10/18/2018
BSALS PROJECT NO. 12820004.01
L U
3 J
W
W0 z >
(n QC3001
d
W d d
� � Q
SITE LEGEND:
FUTURE BUILDING
CONCRETE SIDEWALK
BRICK SIDEWALK
-
HEAVY DUTY PAVEMENT
CONCRETE PAVERS
GRAVEL
CURB & GUTTER
STOP BAR
CROSSWALK
SIGN
H/C
ADA PARKING SPACE
KEYSTONE WALL
WHEEL STOP
PROPOSED TREELINE
—x—
FENCE
o-*
LIGHT
BIKE RACK
O
BENCH
•
BOLLARD
=LIMITS OF DISTURBANCE
BSA LifeStructures
510 Glenwood Ave, Suite 321
Raleigh, NC 27603-1262
ph 919.334.7301 fx 317.819.7288
www.bsalifestructures.com
r7l.2
STEWART
223 S. WEST STREET FIRM LICENSE #: C-1051
SUITE 1100 www.stewartinc.com
RALEIGH, NC 27603
T 919.380.8750
D SOE AEET II
MACON POND
SITE
DEVELOPMENT
PRELIMINARY
SUBDIVISION PLAN
TRANS.NO.XXXXXXXX
ARK DATE DESCRIPTION
..,,, . y . j OW G. - ...moi • , . - -
y .� � ` sE� Es see N
I ` MACON POND RD. �� % ` �NPss 0
60' PUBLIC R/W ? ASPHALT �' 00 �OpOE� 6�PSEMPN ��so0
_ I I _-- _ — (BM 2012_ PG. 642) ___-----------�--- cB ---- v PREP EPSEM�bAb' � S \ \
1
--------------- --_—_,—_��,���� \ ::�� Wv SOB'
4�
00 I� ______ 11OP__ l II _ — C� X ❑ \\ — -FnTFFM— — — — — — \ \\ \
Z— — — — — — —
Q V1,UR 80)k OX I� �I--------------- ARENTJ�00�pC B II EB \ \ `
TFqL
App Npe1 PO51110N) 11 \ N \ \
EXAc 11 I \ \ 0 25 50 100 NORTH
SCALE: 1"=50'
CD
O�
p �G
Q� F
O�
SITE PLAN -
LOTS 1 AND 2
DATE 10/18/2018
BSALS PROJECT NO. 12820004.01
L U
3 J
W
W0 z >
(n QC3001
d
W d d
� � Q

M
In
00
v
CDN
N
N
W
1E;030\1 GF pGP26g.12�3(/
-Vol S� ENT /
N S6M
OB gp6g pG 199 j /
/
/ OB 90691PG a~ /
\ ,,cool "go
EPS9p69, PG d .
NGVol9 PG s9gp
pe gp6 / / / V ZRES NE SER\ ZOR , PG 6
0-0
WV / v1 Pp9 V IES SF I p 022
g19
� pp'I D W Ppb
Oro
SCM #1
80-1
ji
000
-�v y
000,
Ir
-f
_ J
4000, leol- 01^
000:000 00"r
♦♦�
J
♦�'
0000
♦
' \ 1
♦!� \
ti
OHW \ \ \ \ \
yon \ 1
? 3: —�
cn Q a
W d' a-
0
0 0 Q
BSA LifeStructures
510 Glenwood Ave, Suite 321
Raleigh, NC 27603-1262
ph 919.334.7301 fx 317.819.7288
www.bsalifestructures.com
r7l.2
STEWART
223 S. WEST STREET FIRM LICENSE #: C-1051
SUITE 1100 www.stewartinc.com
RALEIGH, NC 27603
T 919.380.8750
MACON POND
SITE
DEVELOPMENT
PRELIMINARY
SUBDIVISION PLAN
TRANS.NO.XXXXXXXX
MARK DATE DESCRIPTION
0 25 50 100 NORTH
SCALE: 1 "=50'
SITE PLAN -
LOT 3
DATE 10/18/2018
BSALS PROJECT NO. 12820004.01
C3.02
SITE LEGEND:
FUTURE BUILDING
CONCRETE SIDEWALK
BRICK SIDEWALK
-
HEAVY DUTY PAVEMENT
CONCRETE PAVERS
g
GRAVEL
CURB & GUTTER
STOP BAR
CROSSWALK
SIGN
H/C
ADA PARKING SPACE
KEYSTONE WALL
WHEEL STOP
rwv�
PROPOSED TREELINE
— x —
FENCE
o-�
LIGHT
BIKE RACK
O
BENCH
•
BOLLARD
=LIMITS OF DISTURBANCE
BSA LifeStructures
510 Glenwood Ave, Suite 321
Raleigh, NC 27603-1262
ph 919.334.7301 fx 317.819.7288
www.bsalifestructures.com
r7l.2
STEWART
223 S. WEST STREET FIRM LICENSE #: C-1051
SUITE 1100 www.stewartinc.com
RALEIGH, NC 27603
T 919.380.8750
MACON POND
SITE
DEVELOPMENT
PRELIMINARY
SUBDIVISION PLAN
TRANS.NO.XXXXXXXX
MARK DATE DESCRIPTION
0 25 50 100 NORTH
SCALE: 1 "=50'
SITE PLAN -
LOT 3
DATE 10/18/2018
BSALS PROJECT NO. 12820004.01
C3.02

a
M
In
co
v
0
N
N
N
W
0 Q K
o�
w w
cD z O
Z
K
W rr a-
0
0 0 Q
MFNRMANF /
Pr, 199a-
1
/
/
/
/
0
'99sA'y,�y'�o \` `
0
G.15p0
9g P / \ \
sEM
/
A"
cv-
PIP
BSA LifeStructures
510 Glenwood Ave, Suite 321
Raleigh, NC 27603-1262
ph 919.334.7301 fx 317.819.7288
www.bsalifestructures.com
r7l.2
STEWA RT
223 S. WEST STREET FIRM LICENSE #: C-1051
SUITE 1100 www.stewartinc.com
RALEIGH, NC 27603
T 919.380.8750
MACON POND
SITE
DEVELOPMENT
PRELIMINARY
SUBDIVISION PLAN
TRANS.NO.XXXXXXXX
MARK DATE DESCRIPTION
0 25 50 100 NORTH
SCALE: 1 "=50'
SITE PLAN -
LOT 4
DATE 10/18/2018
BSALS PROJECT NO. 12820004.01
C3.03
SITE LEGEND:
FUTURE BUILDING
CONCRETE SIDEWALK
BRICK SIDEWALK
HEAVY DUTY PAVEMENT
CONCRETE PAVERS
GRAVEL
CURB & GUTTER
STOP BAR
CROSSWALK
SIGN
H/C
ADA PARKING SPACE
KEYSTONE WALL
WHEEL STOP
rwv�
PROPOSED TREELINE
— X —
FENCE
o—�
LIGHT
BIKE RACK
D
BENCH
•
BOLLARD
=LIMITS OF DISTURBANCE
BSA LifeStructures
510 Glenwood Ave, Suite 321
Raleigh, NC 27603-1262
ph 919.334.7301 fx 317.819.7288
www.bsalifestructures.com
r7l.2
STEWA RT
223 S. WEST STREET FIRM LICENSE #: C-1051
SUITE 1100 www.stewartinc.com
RALEIGH, NC 27603
T 919.380.8750
MACON POND
SITE
DEVELOPMENT
PRELIMINARY
SUBDIVISION PLAN
TRANS.NO.XXXXXXXX
MARK DATE DESCRIPTION
0 25 50 100 NORTH
SCALE: 1 "=50'
SITE PLAN -
LOT 4
DATE 10/18/2018
BSALS PROJECT NO. 12820004.01
C3.03

a
,n
In
00
V
CDN
N
N
W
� L U
3 J
W
O
n Q d
� � Q
32
ENTRANCE TO PROJECT SITE
A FUTURE INTERSECTION AND BLUE
RIDGE DESIGN PER KIMLEY HORN &
ASSOCIATES
INSET A - FUTURE BLUE RIDGE INTERSECTION
SCALE: 1" = 30'
SEE SHEETS C3.53 --- -----
I-
Smeal Aerial MM 100ft
Width
Track
Lock to Lock Time
Steering Angle
100 -FT AERIAL FIRE TRUCK INFORMATION
SCALE: N.T.S. NOTE: SEE SHEETS C3.51 - C3.53 FOR FIRE
TRUCK ACCESS AROUND SITE.
\A
co
S ce \`
INSET A - SEE THIS SHEET FOR
°"° FUTURE INTERSECTION
WESA � 'jI
e 5F I o a1x
LOT 4 AVENUE 2 -LANE DIVIDED
\
ROAD EXT. � BLUE RIDG T WAY – I— —
GH -OF - e , � � B
\\ 80' PUBLIC r / y
N
TR
��-- -- —------- a�� J I
I G
I\ LOT 1 0 \\p
O O I L 2 1
1
��
is, I
o \ I 1 II � 11 �
AVENUE
° 2 -LANE UNDIVIDED � U
\\\ AVENUE 2 -LANE UNDIVIDED \ U O \
,,, I
/ o ° \ $
II I
°
......................... .....
.! Fes! c •,
SR 1667 MACON POND ROAD
60' PUBLIC RIGHT-OF-WAY
iso ''`` ''
BO
II �
SEE SHEETS C3.51
II
PROPOSED MACON POND ROAD I SII
i WIDENING
�\ U — —
C DI E I F G I H I H I G F I E ID C
B
c A
Width
A Right -of --way width
_.._...........................................................................
64'
B Back -of -curb to back -of -curb
36'
Streetscape
79'
C Utility placement, easement (min)
5'
D Maintenance strip (min)
2'
E Sidewalk (mm)
6'
F Planting area (mint
6'
Travelway
5'
6 Bike lane
7'
H Travel line
11'
General
6'
Walkway type
Sidewalk
Planting type
Tree lawn
Tree spacing
....... _
40' o.c. avg
AVENUE 2 -LANE UNDIVIDED ROADWAY DIMENSIONS
SCALE: N.T.S.
C 1131 E I F G I H I
B
F I E IDI C
Width
A Right-of-way width
With center turn lane
75'
With median
79'
B Back -of -curb to back -of -curb
ftith urn lane
Withmedian ...................................................
...4$�................ _
Street5cape
C Utility placement, easement (min)
5'
D Maintenance strip (min)
2'
',.......,...
............
E Sidewalk (min)
..................
6'
.
F Planting area (mint _.............. ..........
6'
Travelway
G Bike lane
7'
H Travel lane
11'
I Center lane
Striped turn lane
11'
Median
15'
General
Walkway type
Sidewalk
Planting type
Tree lawn
Tree spacing
40' c.c. avg
AVENUE 2 -LANE DIVIDED ROADWAY DIMENSIONS
SCALE: N.T.S.
BSA LifeStructures
510 Glenwood Ave, Suite 321
Raleigh, NC 27603-1262
ph 919.334.7301 fx 317.819.7288
www.bsalifestructures.com
r7l.2
STEWART
223 S. WEST STREET FIRM LICENSE #: C-1051
SUITE 1100 www.stewartinc.com
RALEIGH, NC 27603
T 919.380.8750
MACON POND
SITE
DEVELOPMENT
PRELIMINARY
SUBDIVISION PLAN
TRANS.NO.XXXXXXXX
\U,
MARK DATE DESCRIPTION
0 50 100 200 NORTH
SCALE: 1"=100'
OVERALL
TRANSPORTATION PLAN
DATE 10/18/2018
BSALS PROJECT NO. 12820004.01

a
M
In
co
0
N
N
N
C,
W Pp5
• • �' off_
• � Nom.
i
i
ED SLOPE
ASEMENT i
GNSVEN'F
�RPFF�G
REFER TO SHEET C3.50 FOR
FIRE TRUCK INFORMATION
y�
O ItIP
\ I EIP
a, %1,
a AW
BSA LifeStructures
510 Glenwood Ave, Suite 321
Raleigh, NC 27603-1262
ph 919.334.7301 fx 317.819.7288
www.bsalifestructures.com
r7l.2
STEWART
223 S. WEST STREET FIRM LICENSE #: C-1051
SUITE 1100 www.stewartinc.com
RALEIGH, NC 27603
T 919.380.8750
MACON POND
SITE
DEVELOPMENT
PRELIMINARY
SUBDIVISION PLAN
TRANS.NO.XXXXXXXX
0
0
0
MARK DATE DESCRIPTION
—`�`�'1� I 60' PUBLIC R/W rr .. �jOG;359 �Ov�P �r� P 5�, q SONF
I (BM 2012, PG. 642) �N;aS Qy3g9 PR NC EPSEM1a�6,9G. S \ \
_ _ = = == =� = = _=- W = � � = W � i W W � :�� 1 W W O�, lob
W � � � OOFOv T OFO f — — � — — ��� � E
II \ \
W c vicb F OX /�==—============ F ===== 110N 'A
` E \ \\
VpUL1 BOX PARNABL PENT J10 LOOATE B0 II ]ht \
AP i

/ OBgp69,PG /
P�RMpNEN� ORp\N ES PMENPO.19g0
E
OHW
W W
Z
Z O
K
W rr a-
0
0 0 Q
OHW
i
N NOOO'� sloEN�
EpS 19g�
089p69 PO r
REFER TO SHEET C3.50 FOR
FIRE TRUCK INFORMATION
p1�0 FFE7T
R \
R�MPR� N�2NE S� MZ RBPG 642 \
/ \ W pp9 X19 9F I o 022 \
PIG
� p0� ppb
°�a p16 � • 19�• D\ `IvppS I
PF
80-1
cn OD
a N_O
0000 ' ' —
0000
�i'�—`_C SP1 W
'' W0 W�R HCrx ox
400
O , ' 00:0-0,10 0013 0001*
00
J
000:00,0'
0000
.0000-
-000 ♦00010 7��
\ \
s 00 \
oy�
oy�
1
BSA LifeStructures
510 Glenwood Ave, Suite 321
Raleigh, NC 27603-1262
ph 919.334.7301 fx 317.819.7288
www.bsalifestructures.com
r7l.2
STEWART
223 S. WEST STREET FIRM LICENSE #: C-1051
SUITE 1100 www.stewartinc.com
RALEIGH, NC 27603
T 919.380.8750
MACON POND
SITE
DEVELOPMENT
PRELIMINARY
SUBDIVISION PLAN
TRANS.NO.XXXXXXXX
MARK DATE DESCRIPTION
0 25 50 100 NORTH
SCALE: 1 "=50'
TRANSPORTATION PLAN
LOT 3
DATE 10/18/2018
BSALS PROJECT NO. 12820004.01
C3.52

a
M
r_
In
co
0
N
N
N
/
/
/
/
/
112 /'17t
/
/
/
/
/
/ 50_go
x,.1509
_ nIEREPSEM� �g� Sc
0
'99sA'y,�y'�o \` \
\� \
0
/ \\vc,
\�1MN
1
I
I
1
\\, lx 425.3., ��1 �/ 0'F
°VS lE�. �cQ�� CNIv — / / \ \\�\ \
A2g62 _' _-- EPSP S \ \�� / / S \ CB
// e�°P 424`6 ,-- .'' R.�sE ^, � �N�� // \ /� / r ✓ / \i \ \� \
o�E(GNSPN\G�p l
\MINI' .zt2a• v�P^+� 0 � \\
\ \ \
Y� r o� �i tee. A-• _ -8 \ \ � `' FES � �� � \`
5 �Y •• �� SA -01 Sl�faRT � � —' �SfiEllt P P \ \ � \ ` \
409 SS P
p \ \
4015611E
A
STREAM
R
78. cS• \\\
�48FRC / �4g5 � � Or° � 0 \v> pp0
s, GR 99N�N/ DR I N Q wSBg 31 l . - N CON'RE
TPE
Ir- AD
IAN—
\
0 RCp 71
\ \ X64 \ \\ \ —\
REFER TO SHEET C3.50 FOR
FIRE TRUCK INFORMATION
/ \\\l\\-\— U-
BSA LifeStructures
510 Glenwood Ave, Suite 321
Raleigh, NC 27603-1262
ph 919.334.7301 fx 317.819.7288
www.bsalifestructures.com
r7l.2
STEWART
223 S. WEST STREET FIRM LICENSE #: C-1051
SUITE 1100 www.stewartinc.com
RALEIGH, NC 27603
T 919.380.8750
MACON POND
SITE
DEVELOPMENT
PRELIMINARY
SUBDIVISION PLAN
TRANS.NO.XXXXXXXX
Ria' / MARK DATE DESCRIPTION
R30'
R30' �_ / RP OPOSED S PE F �� \
EASE T
/ _— —� f PROPOSED SLOPE O
I EASEMENT
C ; TYPE N ASPHALT �1 , ,.�. ., 117FFA
0 25 50 100 NORTH
SCALE: 1 "=50'
G
p �G
Q� F
O�
TRANSPORTATION PLAN
LOT 4
DATE 10/18/2018
BSALS PROJECT NO. 12820004.01
W t U
� 7
o a 8
0 0
W
O
V5 a a
C3053
W W a
o 0

a
M
In
Go
Go
N
N
N
Go
SEE SHEETS C5.03
F
I
SEE SHEETS C5.02
4
WP E��SMN.
I G0.0UP��� 4fi�c��1110
4
U•
I �o
j
TYPE CODE:
AD
= AREA DRAIN
FES
= FLARED END
SECTION
=TRENCH DRAIN
JB
= JUNCTION BOX
RI
= RISER
YI
= YARD INLET
CB
= CATCH BASIN
_o
TYPE CODE:
AD
= AREA DRAIN
FES
= FLARED END
SECTION
=TRENCH DRAIN
JB
= JUNCTION BOX
RI
= RISER
YI
= YARD INLET
CB
= CATCH BASIN
CI
= CURB INLET
CO
=CLEANOUT
TD
= TRENCH DRAIN
STORM DRAINAGE NETWORK
TYPE CODE:
L -AD
= AREA DRAIN
L -JB
=JUNCTION BOX
L -TD
=TRENCH DRAIN
L -CO
= CLEANOUT
UPSTREAM STRC
— UPSTREAM
GRD.
ELEV.
FLOW
L--
L UPSTREAM INVERT
DOWNSTREAM INVERT -
DOWNSTREAM
STRC
— DOWNSTREAM
GRD. ELEV.
NOTES:
1. STRUCTURES WITHIN NCDOT RIGHT-OF-WAY SHALL BE TO NCDOT STANDARDS.
2. STRUCTURES NOT WITHIN RIGHT OF WAY SHALL EITHER ALL BE TO NCDOT STANDARDS OR
SHALL ALL BE TO LOCAL JURISDICTIONAL STANDARDS.
3. ALL STORM PIPES TO BE CLASS III RCP UNLESS OTHERWISE NOTED.
GRADING LEGEND:
200
PROPOSED MAJOR CONTOUR
I
%N
zoo
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
��I
N
PROPOSED CATCH BASIN
PROPOSED JUNCTION BOX
®
PROPOSED AREA DRAIN
44.50
GRADING LEGEND:
200
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
zoo
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED STORM DRAINAGE
PROPOSED CATCH BASIN
PROPOSED JUNCTION BOX
®
PROPOSED AREA DRAIN
44.50
PROPOSED ELEVATION
TC 44.50
BC 44.00
TOP/BOTTOM OF CURB
TW 46.00
BW 44.00
TOP/BOTTOM OF WALL
RIPRAP DISSIPATOR
---- ANN— FLOW DIRECTION
LIMITS OF DISTURBANCE
BSA LifeStructures
510 Glenwood Ave, Suite 321
Raleigh, NC 27603-1262
ph 919.334.7301 fx 317.819.7288
www.bsalifestructures.com
STEWART
223 S. WEST STREET FIRM LICENSE #: C-1051
SUITE 1100 www.stewartinc.com
RALEIGH, NC 27603
T 919.380.8750
MACON POND
SITE
DEVELOPMENT
PRELIMINARY
SUBDIVISION PLAN
TRANS.NO.XXXXXXXX
MARK DATE DESCRIPTION
J 50 100 200 NORTH
SCALE: 1"=100'
G
OF'
\�GO�S.(F�
�O�IO
GRADING AND
DRAINAGE P LAN -
OVERALL
\ \ I�---\--����-----�-- \ DATE 10/18/2018
BSALS PROJECT NO. 12820004.01
� L U
3 J
o W
W
Q
f5 Q d
C5000
W X n-
o 0

a
M
In
Go
Go
N
N
N
Go
\ Al3 06 ,
C" ANY q69 9a
0000
out
NSF ENTS.��G
>r101p1 pSG 22G9A55
3112 ; qz'3' P 59
gM a.32
8 g5.a
P1N ov
NIRIDGE �1G
NAl
'3s
95,PG X152
0B aq,P aa1
1101 p185�3.1
p\N-
GRADING LEGEND:
— 200 PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED STORM DRAINAGE
❑® PROPOSED CATCH BASIN
PROPOSED JUNCTION BOX
® PROPOSED AREA DRAIN
44.50 PROPOSED ELEVATION
TC 44.50 TOP/BOTTOM OF CURB
BC 44.00
TW 46.00 TOP/BOTTOM OF WALL
BW 44.00
RIPRAP DISSIPATOR
FLOW DIRECTION
LIMITS OF DISTURBANCE
BSA LifeStructures
510 Glenwood Ave, Suite 321
Raleigh, NC 27603-1262
ph 919.334.7301 fx 317.819.7288
www.bsalifestructures.com
STEWART
223 S. WEST STREET FIRM LICENSE #: C-1051
SUITE 1100 www.stewartinc.com
RALEIGH, NC 27603
T 919.380.8750
MACON POND
SITE
DEVELOPMENT
PRELIMINARY
SUBDIVISION PLAN
TRANS.NO.XXXXXXXX
MARK DATE DESCRIPTION
J 100 NORTH
SCALE: 1 "=50'
G
OF' �G pN
GRADING AND
DRAINAGE P LAN -
LOTS 1 AND 2
DATE 10/18/2018
BSALS PROJECT NO. 12820004.01
� L U
3 J
o
W W
W
Q
f5 Q d
C5001
W W a
o 0

a
M
CO
GO
0
N
N
N
GO
Nlp �O�PROSM\�L, /
\VEN�uR�� g11 / NG �PSEMEt
GRGUP DB 611;PG 11p9 / peg0691
pG_ <
BMZp��g6,5q.5 /
— GHP —1
y L U
3 J 2A.
o a z
00
W W
a a
W X n-
o 0
G\'CY
OF IR��\GEPS
16 0 16
0
2p11,VG 12 \
GaOt s� EN /
DBgp6 PG
NIF O�PRQSM\�L,
GRGUP �vEN��RI GpG BAI
DB 146 1pG' 12A0
pq
9N
2.13A, g5,yq
93
p�N'-
SL pE �
RMz
q 6 N� EPSEM9g0 I
08 90,51,pG
6 g0 6
GB N �Sl A� 3 60 v
Ei
_— —
0000 mmm
45,R H ] I �ox
VAOo
BO
GRADING LEGEND: Em I
200
44.50
TC 44.50
BC 44.00
TW 46.00
BW 44.00
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED STORM DRAINAGE
PROPOSED CATCH BASIN
PROPOSED JUNCTION BOX
PROPOSED AREA DRAIN
PROPOSED ELEVATION
TOP/BOTTOM OF CURB
TOP/BOTTOM OF WALL
RIPRAP DISSIPATOR
FLOW DIRECTION
■ LIMITS OF DISTURBANCE
wo, I 1i i 0
0
.9 AW
BSA LifeStructures
510 Glenwood Ave, Suite 321
Raleigh, NC 27603-1262
ph 919.334.7301 fx 317.819.7288
www.bsalifestructures.com
STEWART
223 S. WEST STREET FIRM LICENSE #: C-1051
SUITE 1100 www.stewartinc.com
RALEIGH, NC 27603
T 919.380.8750
MACON POND
SITE
DEVELOPMENT
PRELIMINARY
SUBDIVISION PLAN
TRANS.NO.XXXXXXXX
MARK DATE DESCRIPTION
J 100 NORTH
SCALE: 1 "=50'
G
OF' �G pN
GRADING AND
DRAINAGE P LAN -
LOT 3
3 \ —0H� `� o NE\L11N1PFN&0,SNPq56
A?�19S�OOOPBN\N3'GpN�NgE55'Sq56\ \SSA
\
DATE 10/18/2018
RAV lWHRGP
.614'-,,OVA0 0BSALS PROJECT N0. 12820004.01
E:20 6.800
206..800' RON LOQ otip
E5.018---_UFOPXA
G GGUSCG 6Gq19800
A5
\ •�_ \'01 p\N 01$553.62
\ ■

a
M
ti
co
co
r
O
N
N
N
00
NIF 9PF 1-1 G
!sF��� �
�.Tl PRas MFF- GEg11
pVJPFt1g262,PG 362
BM 1 �9g5��3aZ1
�S
,.n9 36 gMN 6\6
GRADING LEGEND:
— 200
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
—
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED STORM DRAINAGE
D
PROPOSED CATCH BASIN
PROPOSED JUNCTION BOX
®
PROPOSED AREA DRAIN
44.50
PROPOSED ELEVATION
TC 44.50
BC 44.00
TOP/BOTTOM OF CURB
TW 46.00
BW 44.00
TOP/BOTTOM OF WALL
RIPRAP DISSIPATOR
FLOW DIRECTION
L LIMITS OF DISTURBANCE
JNA
NIF
NSPB15 gF
OB 19ac
PFN•
BSA LifeStructures
510 Glenwood Ave, Suite 321
Raleigh, NC 27603-1262
ph 919.334.7301 fx 317.819.7288
www.bsalifestructures.com
r7ij
STEWART
223 S. WEST STREET FIRM LICENSE #: C-1051
SUITE 1100 www.stewartinc.com
RALEIGH, NC 27603
T 919.380.8750
MACON POND
SITE
DEVELOPMENT
PRELIMINARY
SUBDIVISION PLAN
TRANS.NO.XXXXXXXX
0
MARK DATE DESCRIPTION
Is W
0 25 50 100 NORTH
SCALE: 1 "=50'
GRADING AND
DRAINAGE P LAN
LOT 4
DATE 10/18/2018
BSALS PROJECT NO. 12820004.01
- t U
C5003Z 2,
cn a
o � a

a
M
In
Go
N
N
N
W
STRUCTURE TABLE
STRUCTURE NAME:
DETAILS:
PIPES IN:
PIPES OUT
00 -FES
RIM = 428.22
01-P, 36" RCP INV IN =415.50
N/A
MIN COVER
INV IN = 415.50
RIM = 449.64
N/A
415.50
RIM = 433.88
81.40'
INV OUT = 445.50
01 -CB
INV IN = 428.07
25-P, 24" RCP INV IN =428.07
02-P, 36" RCP INV OUT =426.55
23 -CB *
INV OUT = 426.55
N/A
53.78'
23-P *, 15" RCP INV OUT
RIM = 437.69
2.4
INV OUT = 445.33
02 -CB
INV IN = 429.56
03-P, 30" RCP INV IN =429.56
15"
02 -CB
INV IN = 425.72
02-P, 36" RCP INV IN =425.72
01-P, 36" RCP INV OUT =416.31
01 -CB
INV IN = 433.10
02A -P, 15" RCP INV IN =433.10
INV IN = 429.04
26-P, 24" RCP INV IN =429.04
INV OUT = 416.31
25-P, 24" RCP INV OUT =428.61
RCP
4.0
RIM = 437.79
02 -CB
432.12
02A -CB
INV IN = 433.70
32-P *, 15" RCP INV IN =433.70
02A -P, 15" RCP INV OUT =433.60
RCP
INV OUT = 433.60
32 -CB *
02A -CB
433.98
RIM = 444.61
27-P, 24" RCP INV IN =431.06
28.42'
1.00%
INV IN = 432.70
04-P, 30" RCP INV IN =432.70
03A -CB
03 -CB
437.82
26-P, 24" RCP INV OUT =429.49
03-P, 30" RCP INV OUT =432.12
53.75'
INV IN = 437.57
03A -P, 15" RCP INV IN =437.57
=431.75
04 -CB
INV OUT = 432.12
435.04
INV OUT = 429.49
03A -CB
RIM = 444.79
N/A
03A -P, 15" RCP INV OUT =437.82
26A -CB
INV OUT = 437.82
N/A
443.99
26A -P, 15" RCP INV OUT
RIM = 451.57
103.13'
INV OUT = 432.13
RCP
INV IN = 440.90
05-P, 24" RCP INV IN =440.90
04 -CB
04 -CB
RIM = 438.03
24"
04-P, 30" RCP INV OUT =435.04
1.00%
INV IN = 435.65
12-P, 24" RCP INV IN =435.65
INV IN = 432.53
28-P, 18" RCP INV IN =432.53
INV OUT = 435.04
444.50
18"
27 CB
RIM = 455.00
RCP
8.1
27-P, 24" RCP INV OUT =431.96
INV IN = 446.94
06-P, 18" RCP INV IN =446.94
INV IN = 432.00
05 -CB
=432.00
3.06%
05-P, 24" RCP INV OUT =443.99
6.4
INV IN = 444.50
10-P, 18" RCP INV IN =444.50
456.17
451.49
INV OUT = 443.99
27A -CB
RIM = 438.05
N/A
RIM = 457.10
27A -P, 15" RCP INV OUT
=432.38
06 -CB
INV IN = 451.49
07-P, 15" RCP INV IN =451.49
06-P, 18" RCP INV OUT =448.92
3.03%
INV OUT = 448.92
3.9
RIM = 445.26
08 -CB
RIM = 462.10
459.62
15"
07 -JB
INV IN = 456.73
08-P, 15" RCP INV IN =456.73
07-P, 15" RCP INV OUT =456.17
09A -CB
INV OUT = 456.17
28 CB
462.34
15"
RIM = 464.98
28-P, 18" RCP INV OUT =435.46
RCP
08 -CB
INV IN = 459.62
09-P, 15" RCP INV IN =459.62
08-P, 15" RCP INV OUT =459.12
445.15
INV OUT = 459.12
117.86'
INV OUT = 435.46
RCP
RIM = 467.04
13 -CB
12 -CB
09 -CB
INV IN = 462.34
09A -P, 15" RCP INV IN =462.34
09-P, 15" RCP INV OUT =461.93
28A -P, 15" RCP INV OUT
INV OUT = 461.93
13.4
INV OUT = 440.55
09A -CB
RIM = 468.20
N/A
09A -P, 15" RCP INV OUT =463.27
46.95'
INV OUT = 463.27
RCP
13.3
14A -CB
RIM = 455.39
29 -JB
INV IN = 442.13
10 -CB
INV IN = 445.15
11-P, 15" RCP INV IN =445.15
10-P, 18" RCP INV OUT =445.05
3.0
INV OUT = 445.05
14 -CB
439.06
11 -CB
RIM = 459.10
N/A
11-P, 15" RCP INV OUT =452.74
RCP
INV OUT = 452.74
16 -JB
15 -CB
441.36
RIM = 452.11
31-P, 15" RCP INV IN =447.11
167.33'
12 -CB
INV IN = 436.41
13-P, 24" RCP INV IN =436.41
12-P, 24" RCP INV OUT =436.21
15 -CB
INV OUT = 436.21
30-P, 15" RCP INV OUT =444.79
15"
38.16'
RIM = 452.79
30A -P, 15" RCP INV IN
=448.17
13 -CB
INV IN = 437.00
14-P, 24" RCP INV IN =437.00
13-P, 24" RCP INV OUT =436.80
18"
INV OUT = 436.80
1.00%
RCP
30A -CB
RIM = 453.02
N/A
443.19
30A -P, 15" RCP INV OUT
INV IN = 437.67
15-P, 24" RCP INV IN =437.67
INV OUT = 448.72
14 -CB
12.5
18 -JB
14-P, 24" RCP INV OUT =437.47
450.10
INV IN = 448.07
14A -P, 15" RCP INV IN =448.07
69.45'
1.00%
INV OUT = 437.47
7.7
INV IN = 447.98
14A -CB
RIM = 453.67
N/A
14A -P, 15" RCP INV OUT =448.72
31 -JB
INV OUT = 448.72
31 B -P, 15" RCP INV IN
=447.98
20 -CB
RIM = 455.96
451.73
INV OUT = 448.02
15"
INV IN = 439.69
16-P, 18" RCP INV IN =439.69
RCP
15 -CB
INV OUT = 447.44
20 -CB
15-P, 24" RCP INV OUT =439.06
451.83
INV IN = 449.59
15A -P, 15" RCP INV IN =449.59
RIM = 452.70
31A -P, 15" RCP INV IN
INV OUT = 439.06
N/A
20A -CB *
15A -CB
RIM = 456.20
N/A
15A -P, 15" RCP INV OUT =450.73
2.00%
INV OUT = 450.73
31 B -CB
RIM = 453.32
N/A
RIM = 461.30
31 B -P, 15" RCP INV OUT
=448.38
147.99'
INV IN = 448.68
17-P, 18" RCP INV IN =448.68
0.0
16 -JB
20C -CB *
*,
16-P, 18" RCP INV OUT =441.36
15"
INV IN = 441.94
21-P 15" RCP INV IN =441.94
RCP
0.0
INV OUT = 441.36
33-P *, 15" RCP INV IN
=434.08
443.39
RIM = 461.14
32 -CB *
1.00%
17 -JB
INV IN = 449.41
18-P, 15" RCP INV IN =449.41
17-P, 18" RCP INV OUT =449.16
INV IN = 434.42
INV OUT = 449.16
=434.42
59.70'
1.00%
RIM = 459.22
INV OUT = 433.98
23 -CB *
18 -JB
INV IN = 450.20
19-P, 15" RCP INV IN =450.20
18-P, 15" RCP INV OUT =450.10
RIM = 447.41
INV OUT = 450.10
RCP
32A -P *, 15" RCP INV OUT =434.72
22B -CB *
RIM = 456.44
445.50
445.27
19 -CB
INV IN = 451.35
20-P, 15" RCP INV IN =451.35
19-P, 15" RCP INV OUT =451.15
N/A
INV OUT = 451.15
33-P *, 15" RCP INV OUT
=434.75
429.04
RIM = 457.07
45.50'
1.00%
20 -CB
INV IN = 451.83
20A -P *, 15" RCP INV IN =451.83
20-P, 15" RCP INV OUT =451.73
35-P *, 24" RCP INV IN
INV OUT = 451.73
N/A
37.52'
1.01%
RIM = 462.36
2.3
27 -CB
20A -CB *
INV IN = 452.53
20B -P *, 15" RCP INV IN =452.53
20A -P *, 15" RCP INV OUT =452.43
59.91'
INV OUT = 452.43
RCP
3.1
27A -CB
RIM = 461.66
39-P *, 18" RCP INV IN
=432.20
20B -CB *
INV IN = 453.33
20C -P *, 15" RCP INV IN =453.33
20B -P *, 15" RCP INV OUT =453.23
*,
INV OUT = 453.23
35-P *, 24" RCP INV OUT
=423.83
432.53
RIM = 462.97
36-P 18" RCP INV IN
=432.20
20C -CB *
INV IN = 454.91
20D -P *, 15" RCP INV IN =454.91
20C -P *, 15" RCP INV OUT =454.81
440.55
INV OUT = 454.81
15"
38.26'
20D -CB *
RIM = 462.96
N/A
20D -P *, 15" RCP INV OUT =455.13
35-P, 18" RCP INV OUT =422.00
INV OUT = 455.13
435.73
INV OUT = 422.00
116.03'
RIM = 453.94
RCP
7.9
21 -JB *
INV IN = 443.39
22-P *, 15" RCP INV IN =443.39
21-P *, 15" RCP INV OUT =443.19
15"
INV OUT = 443.19
36 -CB *
INV IN = 432.68
37-P *, 15" RCP INV IN
RIM = 450.78
36-P *, 18" RCP INV OUT
=432.48
448.17
INV IN = 444.47
23-P *, 15" RCP INV IN =444.47
2.25%
22 CB *
3.0
*,
22-P *, 15" RCP INV OUT =444.27
447.44
INV IN = 444.47
22A -P 15" RCP INV IN =444.47
32.91'
36 -JB
INV OUT = 444.27
35-P, 18" RCP INV IN =421.30
31B -CB
36-P, 18" RCP INV OUT =421.20
RIM = 449.15
447.98
INV OUT = 421.20
22A -CB *
INV IN = 445.27
22B -P *, 15" RCP INV IN =445.27
22A -P *, 15" RCP INV OUT =445.07
31 -JB
INV OUT = 445.07
448.02
447.70
PIPE TABLE
STRUCTURE TABLE
END STRUCTURE
START INVERT
STRUCTURE NAME:
DETAILS:
PIPES IN:
SLOPE
PIPES OUT
MIN COVER
226 CB *
RIM = 449.64
N/A
415.50
22B -P *, 15" RCP INV OUT =445.50
81.40'
INV OUT = 445.50
RCP
14.1
25 -CB
01 -CB
23 -CB *
RIM = 452.34
N/A
53.78'
23-P *, 15" RCP INV OUT
=445.33
2.4
INV OUT = 445.33
02 -CB
433.60
433.10
15"
49.73'
RIM = 433.77
RCP
2.8
01 -CB
02 -CB
25 -CB
INV IN = 429.04
26-P, 24" RCP INV IN =429.04
83.15'
25-P, 24" RCP INV OUT =428.61
RCP
4.0
INV OUT = 428.61
02 -CB
432.12
429.56
30"
127.82'
RIM = 436.42
RCP
5.3
32 -CB *
02A -CB
433.98
INV IN = 431.06
27-P, 24" RCP INV IN =431.06
28.42'
1.00%
RCP
26 -CB
03A -CB
03 -CB
437.82
26-P, 24" RCP INV OUT =429.49
15"
53.75'
INV IN = 431.75
26A -P, 15" RCP INV IN
=431.75
04 -CB
03 -CB
435.04
INV OUT = 429.49
30"
156.08'
1.50%
RCP
26A -CB
RIM = 436.42
N/A
443.99
26A -P, 15" RCP INV OUT
=432.13
103.13'
INV OUT = 432.13
RCP
8.4
12 -CB
04 -CB
436.21
RIM = 438.03
24"
55.50'
1.00%
RCP
13.1
INV IN = 432.53
28-P, 18" RCP INV IN =432.53
445.05
444.50
18"
27 CB
1.00%
RCP
8.1
27-P, 24" RCP INV OUT =431.96
05 -CB
448.92
INV IN = 432.00
27A -P, 15" RCP INV IN
=432.00
3.06%
RCP
6.4
INV OUT = 431.96
06 -CB
456.17
451.49
15"
27A -CB
RIM = 438.05
N/A
4.1
27A -P, 15" RCP INV OUT
=432.38
459.12
INV OUT = 432.38
15"
78.69'
3.03%
RCP
3.9
RIM = 445.26
08 -CB
461.93
459.62
15"
85.93'
INV IN = 435.73
29-P, 15" RCP INV IN =435.73
3.7
09A -CB
09 -CB
28 CB
462.34
15"
54.83'
28-P, 18" RCP INV OUT =435.46
RCP
2.7
INV IN = 439.02
28A -P, 15" RCP INV IN
=439.02
445.15
15"
117.86'
INV OUT = 435.46
RCP
4.9
13 -CB
12 -CB
28A -CB
RIM = 445.59
N/A
38.69'
28A -P, 15" RCP INV OUT
=440.55
13.4
INV OUT = 440.55
13 -CB
437.47
437.00
24"
46.95'
RIM = 450.77
RCP
13.3
14A -CB
14 -CB
29 -JB
INV IN = 442.13
30-P, 15" RCP INV IN =442.13
37.88'
29-P, 15" RCP INV OUT =439.21
RCP
3.0
INV OUT = 439.21
14 -CB
439.06
437.67
24"
139.40'
RIM = 452.77
RCP
12.6
16 -JB
15 -CB
441.36
INV IN = 447.11
31-P, 15" RCP INV IN =447.11
167.33'
1.00%
RCP
30 -JB
15A -CB
15 -CB
450.73
30-P, 15" RCP INV OUT =444.79
15"
38.16'
INV IN = 448.17
30A -P, 15" RCP INV IN
=448.17
17 -JB
16 -JB
449.16
INV OUT = 444.79
18"
48.29'
1.00%
RCP
30A -CB
RIM = 453.68
N/A
443.19
30A -P, 15" RCP INV OUT
=448.72
125.40'
INV OUT = 448.72
RCP
12.5
18 -JB
17 -JB
450.10
RIM = 452.54
15"
69.45'
1.00%
RCP
7.7
INV IN = 447.98
18 -JB
451.15
31A -P, 15" RCP INV OUT
=448.02
31 -JB
1.00%
31 B -P, 15" RCP INV IN
=447.98
20 -CB
19 -CB
451.73
INV OUT = 448.02
15"
37.57'
31-P, 15" RCP INV OUT =447.44
RCP
3.1
INV OUT = 447.44
20 -CB
452.43
451.83
15"
31A -CB
RIM = 452.70
31A -P, 15" RCP INV IN
=447.70
N/A
20A -CB *
453.23
INV IN = 447.70
15"
34.82'
2.00%
RCP
31 B -CB
RIM = 453.32
N/A
454.81
31 B -P, 15" RCP INV OUT
=448.38
147.99'
INV OUT = 448.38
RCP
0.0
20D -CB *
20C -CB *
455.13
RIM = 445.75
15"
22.01'
1.00%
RCP
0.0
INV IN = 434.08
33-P *, 15" RCP INV IN
=434.08
443.39
15"
32 -CB *
1.00%
*,
32-P *, 15" RCP INV OUT
=433.98
22 -CB *
INV IN = 434.42
32A -P 15" RCP INV IN
=434.42
59.70'
1.00%
RCP
INV OUT = 433.98
23 -CB *
22 -CB *
445.33
444.47
32A -CB *
RIM = 447.41
N/A
RCP
32A -P *, 15" RCP INV OUT =434.72
22B -CB *
INV OUT = 434.72
445.50
445.27
15"
22.77'
33 -CB *
RIM = 449.56
N/A
26 -CB
33-P *, 15" RCP INV OUT
=434.75
429.04
INV OUT = 434.75
45.50'
1.00%
RCP
2.5
34 -FES *
RIM = 432.76
35-P *, 24" RCP INV IN
=422.50
N/A
37.52'
1.01%
INV IN = 422.50
2.3
27 -CB
26 -CB
431.96
431.06
RIM = 438.86
59.91'
1.50%
RCP
3.1
27A -CB
INV IN = 432.20
39-P *, 18" RCP INV IN
=432.20
15"
37.62'
35 -CB *
RCP
*,
28 -CB
35-P *, 24" RCP INV OUT
=423.83
432.53
INV IN = 432.20
36-P 18" RCP INV IN
=432.20
RCP
3.8
28A -CB
INV OUT = 423.83
440.55
439.02
15"
38.26'
35 -RI
RIM = 425.21
N/A
29 -JB
35-P, 18" RCP INV OUT =422.00
439.21
435.73
INV OUT = 422.00
116.03'
3.00%
RCP
7.9
30 -JB
RIM = 438.80
444.79
442.13
15"
88.43'
36 -CB *
INV IN = 432.68
37-P *, 15" RCP INV IN
=432.68
36-P *, 18" RCP INV OUT
=432.48
448.17
INV OUT = 432.48
24.45'
2.25%
RCP
3.0
31 -JB
RIM = 427.63
447.44
447.11
15"
32.91'
36 -JB
INV IN = 421.30
35-P, 18" RCP INV IN =421.30
31B -CB
36-P, 18" RCP INV OUT =421.20
448.38
447.98
INV OUT = 421.20
25.18'
1.56%
RCP
3.0
31 -JB
RIM = 441.80
448.02
447.70
15"
15.92'
2.00%
INV IN = 435.48
38-P *, 15" RCP INV IN
=435.48
32 -CB *
434.72
37 -CB *
15"
*,
37-P *, 15" RCP INV OUT
=435.28
2.1
INV IN = 435.48
37A -P 15" RCP INV IN
=435.48
434.08
15"
66.63'
INV OUT = 435.28
RCP
5.3
35 -CB *
34 -FES *
37 -FES
RIM = 421.90
36-P, 18" RCP INV IN =420.26
66.37'
N/A
RCP
3.0
INV IN = 420.26
35 -CB *
432.48
432.20
18"
37A -CB *
RIM = 443.18
N/A
0.0
37A -P *, 15" RCP INV OUT =437.40
35 -CB *
INV OUT = 437.40
432.20
18"
62.94'
2.00%
38 -CB *
RIM = 444.47
N/A
36 -CB *
38-P *, 15" RCP INV OUT
=437.56
15"
INV OUT = 437.56
2.00%
RCP
0.0
35 -RI
38 -RI
RIM = 420.00
N/A
18"
38-P, 18" RCP INV OUT =416.50
1.00%
RCP
INV OUT = 416.50
37A -CB *
37 -CB *
437.40
435.48
15"
RIM = 440.42
2.00%
RCP
0.0
38 -CB *
39 -CB
INV IN = 434.00
40-P *, 15" RCP INV IN
=434.00
39-P *, 18" RCP INV OUT
=433.46
RCP
INV OUT = 433.46
36 -JB
37 -FES
421.20
420.26
18"
RIM = 425.84
1.00%
RCP
0.0
40 -CB *
39 -JB
INV IN = 416.15
38-P, 18" RCP INV IN =416.15
15"
39-P, 18" RCP INV OUT =416.05
2.00%
RCP
INV OUT = 416.05
38 -RI
39 -JB
416.50
416.15
18"
RIM = 442.08
0.70%
RCP
0.0
41 -CB *
40 -CB *
INV IN = 436.80
41-P *, 15" RCP INV IN
=436.80
40-P *, 15" RCP INV OUT
=436.64
RCP
INV OUT = 436.64
39 -JB
40 -FES
416.05
415.50
40 -FES
RIM = 423.71
39-P, 18" RCP INV IN =415.50
RCP
EXISTING 18" RCP
IN
42-EXAD
INV IN = 415.50
424.29
18"
EDWARDS MILL ROAD
1.26%
41 -CB *
RIM = 444.05
N/A
43 -CB
41-P *, 15" RCP INV OUT
=438.49
15"
INV OUT = 438.49
4.00%
RCP
2.5
45 -CB
PIPE TABLE
START STRUCTURE
END STRUCTURE
START INVERT
END INVERT
SIZE
LENGTH
SLOPE
MATERIAL
MIN COVER
02 -CB
00 -FES
416.31
415.50
36"
81.40'
1.00%
RCP
14.1
25 -CB
01 -CB
428.61
428.07
24"
53.78'
1.00%
RCP
2.4
02A -CB
02 -CB
433.60
433.10
15"
49.73'
1.00%
RCP
2.8
01 -CB
02 -CB
426.55
425.72
36"
83.15'
1.00%
RCP
4.0
03 -CB
02 -CB
432.12
429.56
30"
127.82'
2.00%
RCP
5.3
32 -CB *
02A -CB
433.98
433.70
15"
28.42'
1.00%
RCP
2.6
03A -CB
03 -CB
437.82
437.57
15"
53.75'
0.47%
RCP
5.0
04 -CB
03 -CB
435.04
432.70
30"
156.08'
1.50%
RCP
9.1
05 -CB
04 -CB
443.99
440.90
24"
103.13'
3.00%
RCP
8.4
12 -CB
04 -CB
436.21
435.65
24"
55.50'
1.00%
RCP
13.1
10 -CB
05 -CB
445.05
444.50
18"
55.03'
1.00%
RCP
8.1
06 -CB
05 -CB
448.92
446.94
18"
64.74'
3.06%
RCP
6.4
07 -JB
06 -CB
456.17
451.49
15"
155.86'
3.00%
RCP
4.1
08 -CB
07 -JB
459.12
456.73
15"
78.69'
3.03%
RCP
3.9
09 -CB
08 -CB
461.93
459.62
15"
85.93'
2.69%
RCP
3.7
09A -CB
09 -CB
463.27
462.34
15"
54.83'
1.70%
RCP
2.7
11 -CB
10 -CB
452.74
445.15
15"
117.86'
6.44%
RCP
4.9
13 -CB
12 -CB
436.80
436.41
24"
38.69'
1.00%
RCP
13.4
14 -CB
13 -CB
437.47
437.00
24"
46.95'
1.00%
RCP
13.3
14A -CB
14 -CB
448.72
448.07
15"
37.88'
1.71%
RCP
3.0
15 -CB
14 -CB
439.06
437.67
24"
139.40'
1.00%
RCP
12.6
16 -JB
15 -CB
441.36
439.69
18"
167.33'
1.00%
RCP
14.4
15A -CB
15 -CB
450.73
449.59
15"
38.16'
3.00%
RCP
3.5
17 -JB
16 -JB
449.16
448.68
18"
48.29'
1.00%
RCP
10.3
21 -JB *
16 -JB
443.19
441.94
15"
125.40'
1.00%
RCP
12.5
18 -JB
17 -JB
450.10
449.41
15"
69.45'
1.00%
RCP
7.7
19 -CB
18 -JB
451.15
450.20
15"
94.53'
1.00%
RCP
3.9
20 -CB
19 -CB
451.73
451.35
15"
37.57'
1.00%
RCP
3.1
20A -CB *
20 -CB
452.43
451.83
15"
29.82'
2.00%
RCP
3.8
20B -CB *
20A -CB *
453.23
452.53
15"
34.82'
2.00%
RCP
0.0
20C -CB *
20B -CB *
454.81
453.33
15"
147.99'
1.00%
RCP
0.0
20D -CB *
20C -CB *
455.13
454.91
15"
22.01'
1.00%
RCP
0.0
22 -CB *
21 -JB *
444.27
443.39
15"
87.90'
1.00%
RCP
0.0
22A -CB *
22 -CB *
445.07
444.47
15"
59.70'
1.00%
RCP
0.0
23 -CB *
22 -CB *
445.33
444.47
15"
85.52'
1.00%
RCP
0.0
22B -CB *
22A -CB *
445.50
445.27
15"
22.77'
1.00%
RCP
0.0
26 -CB
25 -CB
429.49
429.04
24"
45.50'
1.00%
RCP
2.5
26A -CB
26 -CB
432.13
431.75
15"
37.52'
1.01%
RCP
2.3
27 -CB
26 -CB
431.96
431.06
24"
59.91'
1.50%
RCP
3.1
27A -CB
27 -CB
432.38
432.00
15"
37.62'
1.00%
RCP
3.7
28 -CB
27 -CB
435.46
432.53
18"
146.48'
2.00%
RCP
3.8
28A -CB
28 -CB
440.55
439.02
15"
38.26'
4.00%
RCP
3.1
29 -JB
28 -CB
439.21
435.73
15"
116.03'
3.00%
RCP
7.9
30 -JB
29 -JB
444.79
442.13
15"
88.43'
3.00%
RCP
6.5
30A -CB
30 -JB
448.72
448.17
15"
24.45'
2.25%
RCP
3.0
31 -JB
30 -JB
447.44
447.11
15"
32.91'
1.00%
RCP
3.7
31B -CB
31 -JB
448.38
447.98
15"
25.18'
1.56%
RCP
3.0
31 -JB
31A -CB
448.02
447.70
15"
15.92'
2.00%
RCP
3.0
32A -CB *
32 -CB *
434.72
434.42
15"
29.60'
1.00%
RCP
2.1
33 -CB *
32 -CB *
434.75
434.08
15"
66.63'
1.00%
RCP
5.3
35 -CB *
34 -FES *
423.83
422.50
24"
66.37'
2.00%
RCP
3.0
36 -CB *
35 -CB *
432.48
432.20
18"
13.94'
2.00%
RCP
0.0
39 -CB
35 -CB *
433.46
432.20
18"
62.94'
2.00%
RCP
0.0
37 -CB *
36 -CB *
435.28
432.68
15"
129.94'
2.00%
RCP
0.0
35 -RI
36 -JB
422.00
421.30
18"
70.31'
1.00%
RCP
1.2
37A -CB *
37 -CB *
437.40
435.48
15"
95.98'
2.00%
RCP
0.0
38 -CB *
37 -CB *
437.56
435.48
15"
104.06'
2.00%
RCP
0.0
36 -JB
37 -FES
421.20
420.26
18"
93.93'
1.00%
RCP
0.0
40 -CB *
39 -CB
436.64
434.00
15"
132.17'
2.00%
RCP
0.0
38 -RI
39 -JB
416.50
416.15
18"
49.62'
0.70%
RCP
0.0
41 -CB *
40 -CB *
438.49
436.80
15"
84.28'
2.00%
RCP
0.0
39 -JB
40 -FES
416.05
415.50
18"
70.44'
0.78%
RCP
0.0
43 -CB
42-EXAD
424.39
424.29
18"
7.68'
1.26%
RCP
3.0
44 -CB
43 -CB
429.93
425.18
15"
118.68'
4.00%
RCP
2.5
45 -CB
44 -CB
439.70
430.13
15"
239.22'
4.00%
RCP
3.2
46 -CB
45 -CB
445.00
439.90
15"
255.00'
2.00%
RCP
3.8
NOTES:
(*) SIGNIFIES FUTURE STORM TO BE INSTALLED AS PART OF SEPARATE PROJECT.
BSA LifeStructures
510 Glenwood Ave, Suite 321
Raleigh, NC 27603-1262
ph 919.334.7301 fx 317.819.7288
www.bsalifestructures.com
STEWART
223 S. WEST STREET FIRM LICENSE #: C-1051
SUITE 1100 www.stewartinc.com
RALEIGH, NC 27603
T 919.380.8750
MACON POND
SITE
DEVELOPMENT
PRELIMINARY
SUBDIVISION PLAN
TRANS.NO.XXXXXXXX
MARK DATE DESCRIPTION
SCALE: N.T.S.
STORM DRAINAGE
NETWORK
DATE 10/18/2018
BSALS PROJECT NO. 12820004.01
� L U
3 J
W
W �
O
n Q d
� � Q

a
M
Go
Go
0
N
N
N
GO
o a z
SCM NORTH PLAN
1 " = 20'
_ � a
POND ROUTE -STARTING WATER
SURFACE @ PERMANENT POOL
NORTH POND
PERMANENT POOL
416.50
RISER RIM ELEV.
420.00
OUTLET PIPE SIZE
18"
OUTLET INVERT ELEVATION
416.50
OUTLET SLOPE
0.70%
TOP OF DAM ELEVATION
425.00
EMERG. SPILL. WIDTH & ELEV.
20' 422.50
POND BOTTOM ELEV.
409.00
DRAWDOWN SIZE
1.50"
1 -YR ELEV.
419.22
2 -YR ELEV.
420.02
10 -YR ELEV.
420.42
25 -YR ELEV.
420.69
100 -YR ELEV.
421.84
-02_�
TART
T
_ I -
MAINTENANCE ACCESS BERM
100 -YR STORM ELEV: 421.84 TRASH RACK WITH ACCESS HATCH
CENTERED OVER RISER STEPS
10 -YR STORM ELEV: 420.42 4'X 4' RISER STRUCTURE
10:1 2 -YR STORM ELEV: 420.02 ELEV. 420.00
3:1 3:1-
WATER
:1-WATER QUALITY ELEV: 420.00
90 LF 36" RCP INLET PIPE
@ 1.00%
INV. 416.00
PERMANENT POOL ELEV: 416.50
i\�\jri\�r�`�rri\�r�\�/�\�r\\
-- -
3:1 4" DIAMETER PVC WITH 2.5" -
HOLE DRILLED IN BOTTOM
ori\rri\ori\�ri�i\�\�/� 3:1
�r`r\/r FO REBAY BERM AND TOP CAP SEE DETAIL 1
j\"i,,"i"/`�
I
r
^I
/
MAINTENANCE ACCESS BERM
100 -YR STORM ELEV: 421.84 TRASH RACK WITH ACCESS HATCH
CENTERED OVER RISER STEPS
10 -YR STORM ELEV: 420.42 4'X 4' RISER STRUCTURE
10:1 2 -YR STORM ELEV: 420.02 ELEV. 420.00
3:1 3:1-
WATER
:1-WATER QUALITY ELEV: 420.00
90 LF 36" RCP INLET PIPE
@ 1.00%
�r\ter\\ MAIN BASIN
CURTAIN WALL,\\/i\\�/i�\\�\\\ 3:1 BOTTOM ELEV.
SEE DETAIL C5.22 /\\ir\�i�i�i�i�ii:�i:�i:\i`\`r\i�\ii:�i:�i�ii�i�i` 409.00*
28'X15'X2'
NCDOT CLASS'B'
RIP RAP OVER KEYED -IN
GEOTEXTILE FABRIC
BOTTOM IS TO BE CLAY LINER SUCH THAT THE INFILTRATION RATE
IS NO MORE 0.01 IN/HR. CONTRACTOR SHALL SUBMIT A SOILS
REPORT DOCUMENTING THE SEASONAL HIGH WATER TABLE
ELEVATION PRIOR TO CONSTRUCTION OF THE POND.
ANTI -FLOTATION DEVICE 4'X4X36".
FILL BOTTOM 36" W/ CONCRETE
BOTTOM ELEV. 418.91
SEE DETAIL THIS PAGE
TOP OF BERM
10, ELEV. 425.00
/r rr rr
101M,
•�rr�rr���r/�r�r/rir�rr�rr\� �r/�r�r,�rir�rr�rr\
�r/\\//\\//\\//\/
O- so LF 1 g" RCP r�`ir�ii\`i
R//VG GASKET'
`r``r``�`i\`i
@ 070%
- I
EMERGENCY
ELEV. 422.50
3:1
SPILLWAY
ri
�rr\rr r�r�
r\ FILTER DIAPHRAM
r\`�\`� SEE DETAIL C5
/r
.22
WET DETENTION POND NORTH CROSS SECTION A -A'
N.T.S.
FLYWHEEL SHALL BE INSTALLED
ABOVE TRASH RACK. STEM SHALL
BE BOLTED TO TRASH RACK
4" PVC INVERTED
CONCRETE TO BE ADDED TO RISER
BASE FOR ANTI -FLOTATION
FILL BOTTOM 36" W/ CONCRETE.
BOTTOM ELEV. 411.50
RISER DETAIL
N.T.S.
OUTLET RISER
KEYWAY TRENCH
SEE DETAIL C 5.22
1- 6..
0 STAINLESS
STEEL CONCRETE
I� 3" ANCHOR LAGS
12"x4"xi"
GALVANIZED
STEEL STRAP
NOTES:
CREATE A WATERTIGHT SEAL IN
THE JOINT WITH CONSEAL CS
102 (OR ENGINEER APPROVED
EQUAL)
PARGE EACH JOINT INSIDE AND
OUTSIDE.
INSTALL 4 STRAP ANCHORS AT
EACH JOINT
JOINT ASSEMBLY
SEE JOINT ASSEMBLY
RISER STEPS TO BE LINED UP
WITH ACCESS HATCH ON DAM
SIDE
PRECAST REINFORCED
CONCRETE RISER
MANHOLE STEPS 0
16" VERTICAL CENTERS
8" PLUG VALVE (TO REMAIN
CLOSED UNTIL DRAINING)
EXIST. GRADE
DURING CONSTRUCTION OF A PROJECT, THE FOLLOWING SHALL BE KEPT ON
SITE AT ALL TIMES:
A SET OF DRAWINGS SHOWING AS -BUILT LOCATIONS OF VALVES, MANHOLES,
CATCH BASINS, METERS, CLEAN -OUTS, STORM DRAIN PIPES, CULVERTS, ETC
PERM POOL ELEV. 416.50
N
DRAWDOWN PIPE DETAIL
N.T.S.
4" PVC CAP WITH HOLE DRILLED
INTO CAP - SEE STORMWATER BMP
DETAIL SHEET FOR DRAWDOWN
HOLE SIZE
BSA LifeStructures
510 Glenwood Ave, Suite 321
Raleigh, NC 27603-1262
ph 919.334.7301 fx 317.819.7288
www.bsalifestructures.com
STEWART
223 S. WEST STREET FIRM LICENSE #: C-1051
SUITE 1100 www.stewartinc.com
RALEIGH, NC 27603
T 919.380.8750
MACON POND
SITE
DEVELOPMENT
PRELIMINARY
SUBDIVISION PLAN
TRANS.NO.XXXXXXXX
MARK DATE DESCRIPTION
J 40 NORTH
SCALE: 1 "=20'
G
OF'
�O.0e
STORMWATER
MANAGEMENT PLAN -
SCM NORTH
DATE 10/18/2018
BSALS PROJECT NO. 12820004.01
C5.20
INV. 416.00
PERMANENT POOL ELEV: 416.50
i\�\jri\�r�`�rri\�r�\�/�\�r\\
-- -
3:1 4" DIAMETER PVC WITH 2.5" -
HOLE DRILLED IN BOTTOM
ori\rri\ori\�ri�i\�\�/� 3:1
�r`r\/r FO REBAY BERM AND TOP CAP SEE DETAIL 1
j\"i,,"i"/`�
\\
i\ri\r BOTTOM ELEV. �`r�` ELEV. 416.00 THIS SHEET
HEADWALL
412.00 i��i`yr`\����`\�`\��`\�r�\�r�`yr`\
�r\ter\\ MAIN BASIN
CURTAIN WALL,\\/i\\�/i�\\�\\\ 3:1 BOTTOM ELEV.
SEE DETAIL C5.22 /\\ir\�i�i�i�i�ii:�i:�i:\i`\`r\i�\ii:�i:�i�ii�i�i` 409.00*
28'X15'X2'
NCDOT CLASS'B'
RIP RAP OVER KEYED -IN
GEOTEXTILE FABRIC
BOTTOM IS TO BE CLAY LINER SUCH THAT THE INFILTRATION RATE
IS NO MORE 0.01 IN/HR. CONTRACTOR SHALL SUBMIT A SOILS
REPORT DOCUMENTING THE SEASONAL HIGH WATER TABLE
ELEVATION PRIOR TO CONSTRUCTION OF THE POND.
ANTI -FLOTATION DEVICE 4'X4X36".
FILL BOTTOM 36" W/ CONCRETE
BOTTOM ELEV. 418.91
SEE DETAIL THIS PAGE
TOP OF BERM
10, ELEV. 425.00
/r rr rr
101M,
•�rr�rr���r/�r�r/rir�rr�rr\� �r/�r�r,�rir�rr�rr\
�r/\\//\\//\\//\/
O- so LF 1 g" RCP r�`ir�ii\`i
R//VG GASKET'
`r``r``�`i\`i
@ 070%
- I
EMERGENCY
ELEV. 422.50
3:1
SPILLWAY
ri
�rr\rr r�r�
r\ FILTER DIAPHRAM
r\`�\`� SEE DETAIL C5
/r
.22
WET DETENTION POND NORTH CROSS SECTION A -A'
N.T.S.
FLYWHEEL SHALL BE INSTALLED
ABOVE TRASH RACK. STEM SHALL
BE BOLTED TO TRASH RACK
4" PVC INVERTED
CONCRETE TO BE ADDED TO RISER
BASE FOR ANTI -FLOTATION
FILL BOTTOM 36" W/ CONCRETE.
BOTTOM ELEV. 411.50
RISER DETAIL
N.T.S.
OUTLET RISER
KEYWAY TRENCH
SEE DETAIL C 5.22
1- 6..
0 STAINLESS
STEEL CONCRETE
I� 3" ANCHOR LAGS
12"x4"xi"
GALVANIZED
STEEL STRAP
NOTES:
CREATE A WATERTIGHT SEAL IN
THE JOINT WITH CONSEAL CS
102 (OR ENGINEER APPROVED
EQUAL)
PARGE EACH JOINT INSIDE AND
OUTSIDE.
INSTALL 4 STRAP ANCHORS AT
EACH JOINT
JOINT ASSEMBLY
SEE JOINT ASSEMBLY
RISER STEPS TO BE LINED UP
WITH ACCESS HATCH ON DAM
SIDE
PRECAST REINFORCED
CONCRETE RISER
MANHOLE STEPS 0
16" VERTICAL CENTERS
8" PLUG VALVE (TO REMAIN
CLOSED UNTIL DRAINING)
EXIST. GRADE
DURING CONSTRUCTION OF A PROJECT, THE FOLLOWING SHALL BE KEPT ON
SITE AT ALL TIMES:
A SET OF DRAWINGS SHOWING AS -BUILT LOCATIONS OF VALVES, MANHOLES,
CATCH BASINS, METERS, CLEAN -OUTS, STORM DRAIN PIPES, CULVERTS, ETC
PERM POOL ELEV. 416.50
N
DRAWDOWN PIPE DETAIL
N.T.S.
4" PVC CAP WITH HOLE DRILLED
INTO CAP - SEE STORMWATER BMP
DETAIL SHEET FOR DRAWDOWN
HOLE SIZE
BSA LifeStructures
510 Glenwood Ave, Suite 321
Raleigh, NC 27603-1262
ph 919.334.7301 fx 317.819.7288
www.bsalifestructures.com
STEWART
223 S. WEST STREET FIRM LICENSE #: C-1051
SUITE 1100 www.stewartinc.com
RALEIGH, NC 27603
T 919.380.8750
MACON POND
SITE
DEVELOPMENT
PRELIMINARY
SUBDIVISION PLAN
TRANS.NO.XXXXXXXX
MARK DATE DESCRIPTION
J 40 NORTH
SCALE: 1 "=20'
G
OF'
�O.0e
STORMWATER
MANAGEMENT PLAN -
SCM NORTH
DATE 10/18/2018
BSALS PROJECT NO. 12820004.01
C5.20
WET DETENTION POND NORTH CROSS SECTION A -A'
N.T.S.
FLYWHEEL SHALL BE INSTALLED
ABOVE TRASH RACK. STEM SHALL
BE BOLTED TO TRASH RACK
4" PVC INVERTED
CONCRETE TO BE ADDED TO RISER
BASE FOR ANTI -FLOTATION
FILL BOTTOM 36" W/ CONCRETE.
BOTTOM ELEV. 411.50
RISER DETAIL
N.T.S.
OUTLET RISER
KEYWAY TRENCH
SEE DETAIL C 5.22
1- 6..
0 STAINLESS
STEEL CONCRETE
I� 3" ANCHOR LAGS
12"x4"xi"
GALVANIZED
STEEL STRAP
NOTES:
CREATE A WATERTIGHT SEAL IN
THE JOINT WITH CONSEAL CS
102 (OR ENGINEER APPROVED
EQUAL)
PARGE EACH JOINT INSIDE AND
OUTSIDE.
INSTALL 4 STRAP ANCHORS AT
EACH JOINT
JOINT ASSEMBLY
SEE JOINT ASSEMBLY
RISER STEPS TO BE LINED UP
WITH ACCESS HATCH ON DAM
SIDE
PRECAST REINFORCED
CONCRETE RISER
MANHOLE STEPS 0
16" VERTICAL CENTERS
8" PLUG VALVE (TO REMAIN
CLOSED UNTIL DRAINING)
EXIST. GRADE
DURING CONSTRUCTION OF A PROJECT, THE FOLLOWING SHALL BE KEPT ON
SITE AT ALL TIMES:
A SET OF DRAWINGS SHOWING AS -BUILT LOCATIONS OF VALVES, MANHOLES,
CATCH BASINS, METERS, CLEAN -OUTS, STORM DRAIN PIPES, CULVERTS, ETC
PERM POOL ELEV. 416.50
N
DRAWDOWN PIPE DETAIL
N.T.S.
4" PVC CAP WITH HOLE DRILLED
INTO CAP - SEE STORMWATER BMP
DETAIL SHEET FOR DRAWDOWN
HOLE SIZE
BSA LifeStructures
510 Glenwood Ave, Suite 321
Raleigh, NC 27603-1262
ph 919.334.7301 fx 317.819.7288
www.bsalifestructures.com
STEWART
223 S. WEST STREET FIRM LICENSE #: C-1051
SUITE 1100 www.stewartinc.com
RALEIGH, NC 27603
T 919.380.8750
MACON POND
SITE
DEVELOPMENT
PRELIMINARY
SUBDIVISION PLAN
TRANS.NO.XXXXXXXX
MARK DATE DESCRIPTION
J 40 NORTH
SCALE: 1 "=20'
G
OF'
�O.0e
STORMWATER
MANAGEMENT PLAN -
SCM NORTH
DATE 10/18/2018
BSALS PROJECT NO. 12820004.01
C5.20

SCM SOUTH PLAN
1"=20'
POND ROUTE -STARTING WATER
SURFACE @ PERMANENT POOL
POND A
PERMANENT POOL
425.50
RISER RIM ELEV.
427.50
OUTLET PIPE SIZE
18"
OUTLET INVERT ELEVATION
422.00
OUTLET SLOPE
1.00%
TOP OF DAM ELEVATION
431.00
EMERG. SPILL. WIDTH & ELEV.
20'P_429.50
POND BOTTOM ELEV.
419
DRAWDOWN SIZE
3
J
427.65
2 -YR ELEV.
427.95
10 -YR ELEV.
429.02
o
429.28
100 -YR ELEV.
w
W
>0
n
¢
a
1 D
0
Q
SCM SOUTH PLAN
1"=20'
POND ROUTE -STARTING WATER
SURFACE @ PERMANENT POOL
POND A
PERMANENT POOL
425.50
RISER RIM ELEV.
427.50
OUTLET PIPE SIZE
18"
OUTLET INVERT ELEVATION
422.00
OUTLET SLOPE
1.00%
TOP OF DAM ELEVATION
431.00
EMERG. SPILL. WIDTH & ELEV.
20'P_429.50
POND BOTTOM ELEV.
419
DRAWDOWN SIZE
2.00"
1 -YR ELEV.
427.65
2 -YR ELEV.
427.95
10 -YR ELEV.
429.02
25 -YR ELEV.
429.28
100 -YR ELEV.
429.72
/ / / / / / / / / / / /\ /
/ / // / / /
MAINTENANCE ACCESS BERM
100 -YR STORM ELEV: 429.72 TRASH RACK WITH ACCESS HATCH
CENTERED OVER RISER STEPS
10 -YR STORM ELEV: 429.02 4'X 4' RISER STRUCTURE
10:1 2 -YR STORM ELEV: 427.95 ELEV. 492.00
3:1 3:1-
WATER
:1-WATER QUALITY ELEV: 427.50
65 LF 24" RCP INLET PIPE
@ 1.00%
TOP OF BERM
10,
ELEV. 431.00
-
WITH ACCESS HATCH ON DAM
r:
EMERGENCY SPILLWAY
�r\\
ELEV. 429.50
ri 3:1
PRECAST REINFORCED
r�rr r�r�
CONCRETE RISER
'
FILTER DIAPHRAM
777
SEE DETAIL C5.11
INV. 424.00 zz%z/zz zz/�z�/��z z�% /��.
PERMANENT POOL ELEV: 425.50 / ��i�
3:1 rr rr\rr\rr\rj 4" DIAMETER PVC WITH 2.5" �jr�yj\\jr\\jr\jr\\jr\\jr\\jr�jr�yj\\jj\\jr\j
HOLE DRILLED IN BOTTOM
✓,.r/�rX\!i�\ir\\r:\\!�\\\\��\\r \r�\ \r�\\\ \rr rr\\r�\\r�\\r�\\\r�\\ 3:1
FORE BAY //j\!/j�//�ij�ij�/ // // \ FORE BAY BERM AND TOP CAP SEE DETAIL
BOTTOM ELEV. //ij\iii\�/i\�/i\�/i\�/i\�/fi/ii� \ ELEV. 425.00 THIS SHEET
HEADWALL 420.00*
\'� i\moi\moi\moi\iii\\r\moi\%\moi\moi\moi\i%T\\/\i\�i\�i\\moi\moi\i\�/`\\i\moi\moi\�i� r\r\\�\��\moi\moi\i�ri\\r\moi\%\moi
CURTAIN WALL, \\ii\i\\i\\i\\iii\�\moi\moi\i\\i\\i\\iii\�\moi\moi\i\\i\\rid\iii\\�\i\ MAIN BASIN
SEE DETAIL C5.22\\/��\\\r�\ �\ \ 3:1 BOTTOM
419.00*
ELEV. 70 LF 18„ RCP /\/\\
NG
GAS O -RI
28'X 1
@ 1.00% 0p0
NCDOT CLASS 'B'
RIP RAP
OVER
KEYED-IN
GEOTFABRIC
INV. 379.00
IS NOTTOM IS TO O MORE 0.01 BN/HR.AY LINER SUCH THAT THE CONTRACTOR SHALL SUBMIT A SOILS FILL
RATE ANTI -FLOTATION DEVICE 4'X4X36".j�\j�\/�\�\\/�\
FILL BOTTOM 36" W/ CONCRETEr\//\//\\//\\//\i/\\i/\\/r
REPORT DOCUMENTING THE SEASONAL HIGH WATER TABLE BOTTOM ELEV. 418 '\\jj \\/j/\\jj\r�\\jj\jj\j-1 NIOXMIM,,\r�%jam/j�;
ELEVATION PRIOR TO CONSTRUCTION OF THE POND. SEE DETAIL THIS PAGE
` WET DETENTION POND SOUTH CROSS SECTION A -A
\I
\ CB * �`
PROPOSED FUTURE
N.T.S.
RISER CREST
ELEV: 427.50
FLYWHEEL SHALL BE INSTALLED
ABOVE TRASH RACK. STEM SHALL
BE BOLTED TO TRASH RACK
(1) 6" -DIA HOLE CAST INTO
RISER ® ELEV. 427.50
4" PVC INVERTED
SIPHON INV. 425.50
4" PVC SCREW TYPE PLUG
TOP ELEV. 426.50
4"X4" PVC TEE--\
TOP VIEW
ELEV: 425.50 12" 18"_30"
4" PVC SCREW TYPE PLUG ++4
W/2.0" HOLE DRILLED
IN CENTER
3:1
8" DIP P.POOL DRAIN Y
INV.=422.00 /
CONCRETE TO BE ADDED TO RISER
BASE FOR ANTI -FLOTATION
FILL BOTTOM 36" W/ CONCRETE.
BOTTOM ELEV. 418.00
4'
RISER DETAIL
N.T.S.
OUTLET RISER
EXIST. GRADE
KEYWAY TRENCH
SEE DETAIL 5/C 5.11
0 STAINLESS
STEEL CONCRETE
3" ANCHOR LAGS
12"x4"�•
GALVANIZED
STEEL STRAP
NOTES:
CREATE A WATERTIGHT SEAL IN
THE JOINT WITH CONSEAL CS
102 (OR ENGINEER APPROVED
EQUAL)
PARGE EACH JOINT INSIDE AND
OUTSIDE.
INSTALL 4 STRAP ANCHORS AT
EACH JOINT
JOINT ASSEMBLY
SEE JOINT ASSEMBLY
RISER STEPS TO BE LINED UP
WITH ACCESS HATCH ON DAM
r:
SIDE
.• t
PRECAST REINFORCED
CONCRETE RISER
'
MANHOLE STEPS
777
16" VERTICAL CENTERS
18" RCP
f�
0 -RING GASKET'
ELEV: 425.50 12" 18"_30"
4" PVC SCREW TYPE PLUG ++4
W/2.0" HOLE DRILLED
IN CENTER
3:1
8" DIP P.POOL DRAIN Y
INV.=422.00 /
CONCRETE TO BE ADDED TO RISER
BASE FOR ANTI -FLOTATION
FILL BOTTOM 36" W/ CONCRETE.
BOTTOM ELEV. 418.00
4'
RISER DETAIL
N.T.S.
OUTLET RISER
EXIST. GRADE
KEYWAY TRENCH
SEE DETAIL 5/C 5.11
0 STAINLESS
STEEL CONCRETE
3" ANCHOR LAGS
12"x4"�•
GALVANIZED
STEEL STRAP
NOTES:
CREATE A WATERTIGHT SEAL IN
THE JOINT WITH CONSEAL CS
102 (OR ENGINEER APPROVED
EQUAL)
PARGE EACH JOINT INSIDE AND
OUTSIDE.
INSTALL 4 STRAP ANCHORS AT
EACH JOINT
JOINT ASSEMBLY
SEE JOINT ASSEMBLY
} 8" PLUG VALVE (TO REMAIN
CLOSED UNTIL DRAINING)
DURING CONSTRUCTION OF A PROJECT, THE FOLLOWING SHALL BE
KEPT ON SITE AT ALL TIMES:
A SET OF DRAWINGS SHOWING AS -BUILT LOCATIONS OF VALVES,
MANHOLES, CATCH BASINS, METERS, CLEAN -OUTS, STORM DRAIN PIPES,
CULVERTS, ETC
PVC SCREW I YNE PLUG
PVC TEE
TOP ELEV. 426.50
PERM POOL ELEV.425.50
4" PVC CAP WITH HOLE DRILLED
INTO CAP - SEE STORMWATER BMP
DETAIL SHEET FOR DRAWDOWN
HOLE SIZE
B*S**w/\
BSA LifeStructures
510 Glenwood Ave, Suite 321
Raleigh, NC 27603-1262
ph 919.334.7301 fx 317.819.7288
www.bsalifestructures.com
STEWART
223 S. WEST STREET FIRM LICENSE #: C-1051
SUITE 1100 www.stewartinc.com
RALEIGH, NC 27603
T 919.380.8750
MACON POND
SITE
DEVELOPMENT
PRELIMINARY
SUBDIVISION PLAN
TRANS.NO.XXXXXXXX
MARK DATE DESCRIPTION
U IU /_0 NORTH
SCALE: 1 "=20'
G
STORMWATER
MANAGEMENT PLAN -
SCM SOUTH
DATE 10/18/2018
BSALS PROJECT NO. 12820004.01
DRAWDOWN PIPE DETAIL
N.T.S.
C5021
RISER STEPS TO BE LINED UP
WITH ACCESS HATCH ON DAM
r:
SIDE
.• t
PRECAST REINFORCED
CONCRETE RISER
'
MANHOLE STEPS
777
16" VERTICAL CENTERS
18" RCP
Ji +
0 -RING GASKET'
0+/- 1.00%
INV=422.00
} 8" PLUG VALVE (TO REMAIN
CLOSED UNTIL DRAINING)
DURING CONSTRUCTION OF A PROJECT, THE FOLLOWING SHALL BE
KEPT ON SITE AT ALL TIMES:
A SET OF DRAWINGS SHOWING AS -BUILT LOCATIONS OF VALVES,
MANHOLES, CATCH BASINS, METERS, CLEAN -OUTS, STORM DRAIN PIPES,
CULVERTS, ETC
PVC SCREW I YNE PLUG
PVC TEE
TOP ELEV. 426.50
PERM POOL ELEV.425.50
4" PVC CAP WITH HOLE DRILLED
INTO CAP - SEE STORMWATER BMP
DETAIL SHEET FOR DRAWDOWN
HOLE SIZE
B*S**w/\
BSA LifeStructures
510 Glenwood Ave, Suite 321
Raleigh, NC 27603-1262
ph 919.334.7301 fx 317.819.7288
www.bsalifestructures.com
STEWART
223 S. WEST STREET FIRM LICENSE #: C-1051
SUITE 1100 www.stewartinc.com
RALEIGH, NC 27603
T 919.380.8750
MACON POND
SITE
DEVELOPMENT
PRELIMINARY
SUBDIVISION PLAN
TRANS.NO.XXXXXXXX
MARK DATE DESCRIPTION
U IU /_0 NORTH
SCALE: 1 "=20'
G
STORMWATER
MANAGEMENT PLAN -
SCM SOUTH
DATE 10/18/2018
BSALS PROJECT NO. 12820004.01
DRAWDOWN PIPE DETAIL
N.T.S.
C5021

NOTES:
1. TRASHRACK TO BE FABRICATED FROM ALUMINUM ALLOY 6063-T6 PIPE.
2. TRASHRACK HATCH TO HAVE A MIN OPENING OF 2'X3' WITH STAINLESS STEEL HINGES.
3. ACCESS HATCH TO BE IN LINE WITH RISER STEPS.
4. ALL ANGLES TO BE HOT DIP GALVANIZED (AFTER FABRICATION).
5. THE SUPPORT BARS AND 2"x2"x1/4" ANGLES SHALL BE WELDED TO THE TRASH RACK. ONCE WELDED, THE
ENTIRE ASSEMBLY SHALL BE PLACED ONTO THE MANHOLE RISER WITH ANGLES SITTING DIRECTLY ON TOP
OF RISER.
VERTICAL ANGLE TO TOP OF
RACK FOR STABILIZATION
BRACING AT 4 POINTS
TO BE PLACED AT
ELEV
a
M
co
0
N
N
N
00
VERTICAL TO TOF
FOR STABILIZATION
ACCESS GATES (CENTERED ON MANHOLE STEPS)
END OF ACCESS GATE SHALL OVERLAP ON 5'X 5'
SQUARE
WW
0Zo
w � a
D � Q
HEIGH
(SEE
1' X 1' SQUARE
4' X 4' SQUARE
5'X 5' SQUARE
7' X 7' SQUARE
7.0 LF 2"x2"x1/4"
ANGLE
4'X 4'
SQUARE
RISER
7.
2"x2":
AN
WELDED
(TYP.)
(SEE NOTE)
CI C\/A TI(lAl \/IC\AI
'^^ESS GATE (CENTERED ON MANHOLE STEPS)
OF ACCESS GATE SHALL OVERLAP ON TOP
X 5' SQUARE.
PLAN VIEW
IEGREES (TYP.)
6' MANHOLE RISER
1' SQAURE
4' SQUARE
5' SQUARE
T SQUARE
TRASH RACK (ABOVE)
ANCHOR TRASH RACK TO MANHOLE WALL WITH FOUR EQUALLY SPACED HOT -DIPPED GALVANIZED STEEL CLAMPS.
EACH CLAMP ATTACHED TO MANHOLE RISER BY 2-3"x1/4" CONCRETE ANCHOR BOLTS. EACH CLAMP TO BE COATED
WITH A BITUMINOUS COATING.
CONNECTION
TRASH RACK DETAIL
N.T.S.
#57 STONE
PEA GRAVEL
WASHED SAND
SEEPAGE CONTROL PIPE
FILTER DIAPHRAGM
10' WIDE BERM
NOTES:
1. EXISTING MATERIAL IN KEYWAY TRENCH
TO BE REMOVED AND REPLACED WITH
SELECT MATERIAL USED FOR
CONSTRUCTION OF DAM EMBANKMENT.
2. KEYWAY TRENCH SHOULD BE
LONGITUDINALLY CONTINUOUS
THROUGHOUT DAM FILL SECTION.
3. W = 5' MIN, D = 3' MIN
SLOPE 1:1 MAX
KEYWAY
TRENCH
W
KEYWAY TRENCH DETAIL
N.T.S.
4" PERFORATED PIPE AS
PEA UNDER DRAIN PIPE
J" INCH HOLES ON ALL
FOUR SIDES EQUALLY
SPREAD AT 6" INTERVALS
24" RCP STORM PIPE
PLAN VIEW OF CROSS SECTION ENLARGEMENT
NOTES:
1. DIAPHRAGM TOP SET A MINIMUM OF 2' BELOW FINISH GRADE (TOP OF
DAM) AND TO BE INSTALLED DOWN TO 12" BELOW EXISTING /
UNDISTURBED GROUND.
2. No. 57 STONE (COURSE FILTER) EMERGENCY SPILLWAY
3. PEA GRAVEL USE EITHER NUMBER 8 OR 9 STONE (CHOKER STONE FILTER)
4. ASTM C 33 CONCRETE SAND (FINE FILTER)
i------------------------------------------------------7
1 '
1 '
1
1 1
1 1
1 1
1 0 1
1 1
RISER STRUCTURE
1 1
1 1
1 r 1
40 SOLID 4
PVC PIPE
DAM EMBANKMENT
Emm
X/STING GGRADE
SLOPE 1:1 MAX
SUBGRADE
1
2'
1
1
1
1
1
1
1
J
r.
0
J •. '••
1
� 1
1
�. d'
CD
Q. �•'•.
1
.j 1
Ln
z
ALL PIPE — i 1
1
W
In
W r
1
♦ 1
- - - - - -/- - - /////Jz -
1 - --- - -z
24 -Z
RCP 0—RING ' SECTION VIEW L
1 GASKET STORM PIPE
' 1
1
1
1 .. /X11111
1 ,
1
1 �
1 �
------------------------------------------------------
FILTER DIAPHRAGM CROSS SECTION ENLARGEMENT
FILTER DIAPHRAGM DETAIL
N.T.S.
1
1
1
1
1
1
SECTION VIEW
TOP OF BERM
FILTER DIAPHRAGM W/
WASHED 57 STONE, PEA
1.67" GRAVEL, AND ASTM C 33
SAND. (SEE DETAIL THIS
SHEET)
J
1 �
1
1
4 �
1
1 1
1 1
TS
LINE
SCHEDULE 40 SOLID 4" PVC PIPE FROM
FILTER DIAPHRAGM TO OUTLET
BSA LifeStructures
510 Glenwood Ave, Suite 321
Raleigh, NC 27603-1262
ph 919.334.7301 fx 317.819.7288
www.bsalifestructures.com
r7LJ
STEWART
223 S. WEST STREET FIRM LICENSE #: C-1051
SUITE 1100 www.stewartinc.com
RALEIGH, NC 27603
T 919.380.8750
MACON POND
SITE
DEVELOPMENT
PRELIMINARY
SUBDIVISION PLAN
TRANS.NO.XXXXXXXX
MARK DATE DESCRIPTION
0 10 20 40 NORTH
SCALE: 1 "=20'
SCM STANDARD
DETAILS
DATE 10/18/2018
BSALS PROJECT NO. 12820004.01
C5.22

a
M
GO
GO
N
N
N
W
0 Q W
0 0
LU
C7 z O
z
K
W K a-
0
0 0 Q
Npmm0 50 1 0 200 NORTH
SCALE: 1 "=100'
BSA LifeStructures
510 Glenwood Ave, Suite 321
Raleigh, NC 27603-1262
ph 919.334.7301 fx 317.819.7288
www.bsalifestructures.com
r7L]
STEWART
223 S. WEST STREET FIRM LICENSE #: C-1051
SUITE 1100 www.stewartinc.com
RALEIGH, NC 27603
T 919.380.8750
MACON POND
SITE
DEVELOPMENT
PRELIMINARY
SUBDIVISION PLAN
I1:L1016*1 ki[��:13:13333:1
MARK DATE DESCRIPTION
UTILITY PLAN -
OVERALL
DATE 10/18/2018
BSALS PROJECT NO. 12820004.01
C6.00

a
M I
00 i
CD
N �
1
N _
N-
00 C
BACK OF CURB
SCORE FULL WIDTH OF
CURB AND GUTTER
EDGE OF PAVEMENT
PLAN
2'-0"
6„
FRONT
7f
2 m
w
Q
0 0
w LL
O 0
W Y
O U
C]
w m C0
2'-6"
2'-0" 6.,
END
JOINT FILLER
NOTE: MAINTAIN 50' MAX. BETWEEN EXPANSION
1/8" RADIUS (TYP.) JOINTS OR AT ALL RIGID OBJECTS.
n�
FRONT ELEVATION
TRANSVERSE EXPANSION JOINT
6" 24" a 4.1 4.5"
SLOPE=112" I FT.
° a°
7"
6„ 73 a a
SLOPE=1/2' I FT °
711 o1
6"
2. 30" VALLEY TYPE GUTTER
1. 30" CURB & GUTTER
1-3/4" R
® � N
a.4
a
9„ 9„
MEDIAN CURB AND GUTTER
SIDE ELEVATION
NOTES:
1. 10' MAXIMUM BETWEEN DUMMY JOINTS.
15' MAXIMUM BETWEEN DUMMY JOINTS ON
MACHINE POURS.
2. 1/2" EXPANSION JOINT EVERY 50'.
3. 3000 PSI CONCRETE MINIMUM, 4" SLUMP MAXIMUM.
4. LIQUID MEMBRANE CURING COMPOUND SHALL MEET
THE REQUIREMENTS OF SECTION 1026-2 OF NCDOT
STANDARDS & SPECIFICATIONS FOR ROADS AND
STRUCTURES.
5. ALL CONSTRUCTION JOINTS SHALL BE FILLED
WITH JOINT FILLER AND SEALER IN ACCORDANCE
WITH NCDOT ROADWAY STANDARD DETAIL 846.01
THE JOINT MATERIAL SHALL CONFORM TO SECTION
1028-2 OF NCDOT STANDARD & SPECIFICATIONS FOR
ROADS AND STRUCTURES.
6. REFER TO NCDOT DETAIL 846.01 FOR CURB AND
GUTTER SUPERELEVATION RATES.
oU0000°000°00 o0c3 poo 0 o.0� ',7
°o o Q°° 00°O 0 0 0o O 0 p 0 o0 0Oo O�o
g o0 0°000 0°0°0000002�0�°0 �oO�oo�o0 �OO°°0o°0m0 0
4" COMPACTED A.B.C. UNDER STANDARD
CURB & GUTTER (MIN)
NO VALLEY CURB SHALL BE USED
AT INTERSECTIONS, HYDRANTS, ETC.
6" 24"
3"
SLOPE=1/2"/ FT.
6 °° •° a ° a ' °o ° a ° °C,I
SPILL CURB DETAIL
SHEET IOF2
REQUIRED TRANSITION LENGTH
1/2 "EXPANSION \
2'-6" 2'-6" 2'-6"
:PANSION
JOINT
10" I
30
2'-6"
PLAN VEIW
77 1/2" 8 3/4"
-
12' 12':7T
2"aoo 10" o_:° ° 7T
7'
7 7"
2'-6" 2'-6" 2,_6„
NOTES:
1. TRANSITION NOT TO BE LOCATED WITHIN
THE CURB RADIUS.
SHEET 2 OF 2
---------------------
UTILITY EASEMENT
ED
N
RIGHT OF WAY LINE
m PROPOSED SIDEWALK
SAW CUT
JOINTS @ 6'
m PLANTING STRIP MAXIMUM
2'-6" CURB AND GUTTER
11
n
i
W
W
U)
(D d
z�
�a
Oa
c)
U 0
Q z
�a
W=
�W
p ~
Wz
00
U) Z
Z a
O
Qz
U Z)
O �
J W
FW
aca
0 m
W
1Y L)
U
WO j
0
LL
IL
O
W =
p F_
CD
U W
Z J
W
a H
ri
STD. METHOD OF ENDING CURB AND GUTTER NTS 2)CURB AND GUTTER NTS 3CURB TRANSITION NTS 4 CONCRETE SIDEWALK NTS
PLAN PLAN PLAN PLAN
F_
ASPHALT PAVEMENT PATCH G�2
FW
r�Q
CONCRETE PATH W
y
z z
(D� U) w a W Ian
AND TACK AND TACK rn U c� LL co co zSAW CUT SAW CUT U� z 0 U) 2
EXISTING PAVEMENT W a 0 M
EXISTING PAVEMENT NEW ASPHALT 3" MINIMUM � ih LL m a
PLAN VIEW SAW CUT JOINT SPACING @ 10' O.C. �� �`
(V W z D a
W
>n (D d
d LU z_
00 o0°Oo O 0 o0 00 °Oo oOoO°00000 a m
0 d J
°00 0m
NEW ABC 12" MINIMUM DEPTH °0 0 0 ° 1�
CONCRETE PATH 0° 0 00 0 d
(3000 P.S.1.) 00 0 0° 0 0 0 0 00 0 0° 0° 0 0 0 0 0 0 0°
EXISTING ABC 1' KEY-INI1' KEY -IN EXISTING ABC io IIIIII11111
SHOULDER SHOULDER 1
EXISTING SUBGRADE 1'
1 /4"/FT 1 /4"/FT 1 /�4"/FT I I I I I I I I n 1
N (V LL I V
I -11_
=1I III=111=111 1=111=1I a . -I I1=1I III-III=1I 111-111: -'
III III=III III III=111 III -I a III=III III III -111 III II_I- - COMPACTED FILL
-
=I -I III III -III 111_111 -III -I I -111_L i. I IFI[' I I I
--, -III
COMPACTED TO A DENSITY III #0 a1 7
OF NO LESS THAN 95% -III III -III-III I I
TYPICAL SECTION = V 1 _
p� Q H z ¢z z <z
az W J Oa U W J CDa
CD o Z 2 J 0 � J
Um W cwn -> W U)i 0' ->
PATH SURFACE III (�, a a a
JOINT FILLER _ m -m W W %� W W
dN W ON (O N O
W
NOTES:
1. THE PAVEMENT EDGE SHALL BE DEFINED BY A STRAIGHT EDGE FORMED BY A MACHINED SAW CUT.
TRANSVERSE EXPANSION JOINT 2. THE TRENCH SUBGRADE MATERIAL SHALL BE BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED TO A DENSITY 1
OF AT LEAST 95% OF THAT OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH AASHTO iv N
T-99 AS MODIFIED BY NCDOT.
3. THE FINAL V OF FILL SHALL CONSIST OF ABC MATERIAL COMPACTED TO A DENSITY EQUAL TO 100% OF THAT z
NOTES: N
OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH AASHTO T-80 AS
1. TRANSVERSE EXPANSION JOINTS TO BE A MAXIMUM OF 50 FEET APART.
MODIFIED BY NCDOT. BITUMINOUS BASE OR BINDER MAY BE SUBSTITUTED IF APPROVED BY CITY OF RALEIGH ENGINEER. cD
2. ALL CONCRETE TO BE FINISHED WITH CURING COMPOUND. ifl Z
3. A 6 INCH DEPTH IS REQUIRED. 4. THE ENTIRE THICKNESS/VERTICAL EDGE OF THE CUT SHALL BE TACKED. F o
4. SAW CUT JOINTS EVERY 10 FEET OR SAME AS WIDTH. 5. THE SAME DEPTH OF PAVEMENT MATERIAL WHICH EXISTS SHALL BE REINSTALLED, BUT IN NO CASE SHALL
� � m
5. NO UTILITY SURFACE COVERS/PLATES/MANHOLES (i.e. WATERLINE VALVE COVERS, ETC.) SHALL BE LOCATED WITHIN PATH THE ASPHALT BE LESS THAN 3" THICK. zo
AND SHALL BE MINIMUM 1 FOOT FROM THE EDGE OF PATH. 6. THE ASPHALT PAVEMENT MATERIAL SHALL BE INSTALLED AND COMPACTED THOROUGHLY AND ROLLED WITH A SMOOTH
6. ALL PATHS SHALL BE LOCATED MINIMUM 6 FEET FROM THE BACK OF CURB. DRUM ROLLER TO ACHIEVE A SMOOTH, LEVEL PATCH.
7. MULTI -USE PATH WIDTH TO BE DETERMINED BY CITY OF RALEIGH BASED `-4CITY OF RALEIGH
ON ROADWAY TYPE, LOCATION AND PEDESTRIAN VOLUMES. SHEET 2 OF
PUBLIC WORKS DEPARTMENT
CITY OF RALEIGH CITY OF RALEIGH CITY OF RALEIGH REVISIONS DATE: 911113 NOT TO SCALE
PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENTLIC WORKS DEPARTMENT
REVISIONS
DATE: NOT TO SCALE REVISIONS DATE:9/1/13 NOT TO SCALE H Al_""ry REVISIONS DATE:9/1/13 NOT TO SCALE ALLEY
>}W
ASPHALT PAVEMENT U�w NOTE: FOR PAVEMENT DESIGN ONLY
CONCRETE MULTI -USE PATH PATCH `0Da NEIGHBORHOOD YIELD T-10.22
W
T-30.02.2 T-10.05
NOTE: FOR PAVEMENT DESIGN ONLY T-1 0.7 O
CONCRETE MULTI -USE PATH NTS �� ASPHALT PAVEMENT PATCH NTS ��� STREET SECTION NTS STREET SECTION -ALLEY NTS
PLAN v J PLAN
B*S*awl\
p
W
J z > (D
a a
p W O J
W
(Y
a
J
(Y
w
z
w
CD
z }
� � F
U
a Z � Z
Y Q W tY
a J � a
a
PLAN v l PLAN
BSA LifeStructures
510 Glenwood Ave, Suite 321
Raleigh, NC 27603-1262
ph 919.334.7301 fx 317.819.7288
www.bsalifestructures.com
r7l.2
STEWART
223 S. WEST STREET FIRM LICENSE #: C-1051
SUITE 1100 www.stewart
inc.com
RALEIGH, NC 27603
T 919.380.8750
MACON POND
SITE
DEVELOPMENT
PRELIMINARY
SUBDIVISION PLAN
TRANS. NO.XXXXXXXX
MARK DATE DESCRIPTION
SCALE: N.T.S.
01�1
SITE DETAILS
DATE 1011812018
BSALS PROJECT N0. 12820004.01
C9000
LU
U
Y
a
W
z
m
_III(
W'\r
C] rn
J
<
p^
:IIII=
az
cwnU?
IIII 0=
p
---0 a-
oo
LL
VIII- LUU)Z
a�
v
II=1_I' W
III- 0J
o
=
II �III:I a O
gz
Z
1111
1 0 W
I- U O
Z
O
a
I_II
II
1111111
N
(n
Z
E
U
}
v
IMI
'
X
0
- 1=
J
W
III��
U
W
-III-
U)
1111111
d
J
III=
}
W
I-11
H
i
III-
1=11
z
(n
W
v
1=111, m W
I~-
11111111
~
U (D
I I1=•
19z
=1G
_ (V a
v
---------------------
UTILITY EASEMENT
ED
N
RIGHT OF WAY LINE
m PROPOSED SIDEWALK
SAW CUT
JOINTS @ 6'
m PLANTING STRIP MAXIMUM
2'-6" CURB AND GUTTER
11
n
i
W
W
U)
(D d
z�
�a
Oa
c)
U 0
Q z
�a
W=
�W
p ~
Wz
00
U) Z
Z a
O
Qz
U Z)
O �
J W
FW
aca
0 m
W
1Y L)
U
WO j
0
LL
IL
O
W =
p F_
CD
U W
Z J
W
a H
ri
STD. METHOD OF ENDING CURB AND GUTTER NTS 2)CURB AND GUTTER NTS 3CURB TRANSITION NTS 4 CONCRETE SIDEWALK NTS
PLAN PLAN PLAN PLAN
F_
ASPHALT PAVEMENT PATCH G�2
FW
r�Q
CONCRETE PATH W
y
z z
(D� U) w a W Ian
AND TACK AND TACK rn U c� LL co co zSAW CUT SAW CUT U� z 0 U) 2
EXISTING PAVEMENT W a 0 M
EXISTING PAVEMENT NEW ASPHALT 3" MINIMUM � ih LL m a
PLAN VIEW SAW CUT JOINT SPACING @ 10' O.C. �� �`
(V W z D a
W
>n (D d
d LU z_
00 o0°Oo O 0 o0 00 °Oo oOoO°00000 a m
0 d J
°00 0m
NEW ABC 12" MINIMUM DEPTH °0 0 0 ° 1�
CONCRETE PATH 0° 0 00 0 d
(3000 P.S.1.) 00 0 0° 0 0 0 0 00 0 0° 0° 0 0 0 0 0 0 0°
EXISTING ABC 1' KEY-INI1' KEY -IN EXISTING ABC io IIIIII11111
SHOULDER SHOULDER 1
EXISTING SUBGRADE 1'
1 /4"/FT 1 /4"/FT 1 /�4"/FT I I I I I I I I n 1
N (V LL I V
I -11_
=1I III=111=111 1=111=1I a . -I I1=1I III-III=1I 111-111: -'
III III=III III III=111 III -I a III=III III III -111 III II_I- - COMPACTED FILL
-
=I -I III III -III 111_111 -III -I I -111_L i. I IFI[' I I I
--, -III
COMPACTED TO A DENSITY III #0 a1 7
OF NO LESS THAN 95% -III III -III-III I I
TYPICAL SECTION = V 1 _
p� Q H z ¢z z <z
az W J Oa U W J CDa
CD o Z 2 J 0 � J
Um W cwn -> W U)i 0' ->
PATH SURFACE III (�, a a a
JOINT FILLER _ m -m W W %� W W
dN W ON (O N O
W
NOTES:
1. THE PAVEMENT EDGE SHALL BE DEFINED BY A STRAIGHT EDGE FORMED BY A MACHINED SAW CUT.
TRANSVERSE EXPANSION JOINT 2. THE TRENCH SUBGRADE MATERIAL SHALL BE BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED TO A DENSITY 1
OF AT LEAST 95% OF THAT OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH AASHTO iv N
T-99 AS MODIFIED BY NCDOT.
3. THE FINAL V OF FILL SHALL CONSIST OF ABC MATERIAL COMPACTED TO A DENSITY EQUAL TO 100% OF THAT z
NOTES: N
OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH AASHTO T-80 AS
1. TRANSVERSE EXPANSION JOINTS TO BE A MAXIMUM OF 50 FEET APART.
MODIFIED BY NCDOT. BITUMINOUS BASE OR BINDER MAY BE SUBSTITUTED IF APPROVED BY CITY OF RALEIGH ENGINEER. cD
2. ALL CONCRETE TO BE FINISHED WITH CURING COMPOUND. ifl Z
3. A 6 INCH DEPTH IS REQUIRED. 4. THE ENTIRE THICKNESS/VERTICAL EDGE OF THE CUT SHALL BE TACKED. F o
4. SAW CUT JOINTS EVERY 10 FEET OR SAME AS WIDTH. 5. THE SAME DEPTH OF PAVEMENT MATERIAL WHICH EXISTS SHALL BE REINSTALLED, BUT IN NO CASE SHALL
� � m
5. NO UTILITY SURFACE COVERS/PLATES/MANHOLES (i.e. WATERLINE VALVE COVERS, ETC.) SHALL BE LOCATED WITHIN PATH THE ASPHALT BE LESS THAN 3" THICK. zo
AND SHALL BE MINIMUM 1 FOOT FROM THE EDGE OF PATH. 6. THE ASPHALT PAVEMENT MATERIAL SHALL BE INSTALLED AND COMPACTED THOROUGHLY AND ROLLED WITH A SMOOTH
6. ALL PATHS SHALL BE LOCATED MINIMUM 6 FEET FROM THE BACK OF CURB. DRUM ROLLER TO ACHIEVE A SMOOTH, LEVEL PATCH.
7. MULTI -USE PATH WIDTH TO BE DETERMINED BY CITY OF RALEIGH BASED `-4CITY OF RALEIGH
ON ROADWAY TYPE, LOCATION AND PEDESTRIAN VOLUMES. SHEET 2 OF
PUBLIC WORKS DEPARTMENT
CITY OF RALEIGH CITY OF RALEIGH CITY OF RALEIGH REVISIONS DATE: 911113 NOT TO SCALE
PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENTLIC WORKS DEPARTMENT
REVISIONS
DATE: NOT TO SCALE REVISIONS DATE:9/1/13 NOT TO SCALE H Al_""ry REVISIONS DATE:9/1/13 NOT TO SCALE ALLEY
>}W
ASPHALT PAVEMENT U�w NOTE: FOR PAVEMENT DESIGN ONLY
CONCRETE MULTI -USE PATH PATCH `0Da NEIGHBORHOOD YIELD T-10.22
W
T-30.02.2 T-10.05
NOTE: FOR PAVEMENT DESIGN ONLY T-1 0.7 O
CONCRETE MULTI -USE PATH NTS �� ASPHALT PAVEMENT PATCH NTS ��� STREET SECTION NTS STREET SECTION -ALLEY NTS
PLAN v J PLAN
B*S*awl\
p
W
J z > (D
a a
p W O J
W
(Y
a
J
(Y
w
z
w
CD
z }
� � F
U
a Z � Z
Y Q W tY
a J � a
a
PLAN v l PLAN
BSA LifeStructures
510 Glenwood Ave, Suite 321
Raleigh, NC 27603-1262
ph 919.334.7301 fx 317.819.7288
www.bsalifestructures.com
r7l.2
STEWART
223 S. WEST STREET FIRM LICENSE #: C-1051
SUITE 1100 www.stewart
inc.com
RALEIGH, NC 27603
T 919.380.8750
MACON POND
SITE
DEVELOPMENT
PRELIMINARY
SUBDIVISION PLAN
TRANS. NO.XXXXXXXX
MARK DATE DESCRIPTION
SCALE: N.T.S.
01�1
SITE DETAILS
DATE 1011812018
BSALS PROJECT N0. 12820004.01
C9000
PLAN v l PLAN
BSA LifeStructures
510 Glenwood Ave, Suite 321
Raleigh, NC 27603-1262
ph 919.334.7301 fx 317.819.7288
www.bsalifestructures.com
r7l.2
STEWART
223 S. WEST STREET FIRM LICENSE #: C-1051
SUITE 1100 www.stewart
inc.com
RALEIGH, NC 27603
T 919.380.8750
MACON POND
SITE
DEVELOPMENT
PRELIMINARY
SUBDIVISION PLAN
TRANS. NO.XXXXXXXX
MARK DATE DESCRIPTION
SCALE: N.T.S.
01�1
SITE DETAILS
DATE 1011812018
BSALS PROJECT N0. 12820004.01
C9000

n o a
i o �
W W
i z z p
1 3: W
n ¢ a
J
m
Q O
X
> — STOP BAR I O
DETAIL SHOWING TYPICAL LOCATION
OF SIDEWALK ACCESS RAMPS, PEDESTRIAN
CROSSWALKS AND STOP BARS.
1
STOP BAR
GRASSED AREA
PED-XING �,,,�,",,,,
,o \STOP BAR � W
O Q
PED-XING
0
ey
VARIABLE
1
STOP BAR
PED-XING
DETAIL SHOWING TYPICAL LOCATION OF SIDEWALK ACCESS RAMPS
PEDESTRIAN CROSSWALKS AND STOP BARS FOR TEE INTERSECTION.
1
STOP BAR
SIDEWALK SIDEWALK
GRASSED AREA GRASSEDAREA
DEPRESSED CURB & WINGS
OR HARD RETURN AT RAMP
FOR RAMPS AT ASPHALT TO ASPHALT STREET
TYPE DRIVEWAYS OR PRIVATE STREET TIE IN.
CURB RAMPS
PLAN
RAMP WIDTH AREA VARIABLE
4' MINIMUM
0 0 0 0
0 0 0 0
0 0 0 0
O
GRASSED AREA
w7,D
STOP BAR W
J
Q
0 0
Z
o 0
0 0
0 0
0 0
0 0
0 0
STOP
0 0
0
0 0
0 0
GRASSED AREA
SIDEWALKI I I I SIDEWALK
DETAIL SHOWING TYPICAL LOCATION OF SIDEWALK ACCESS RAMPS
PEDESTRIAN CROSSWALKS AND STOP BARS FOR TEE INTERSECTION.
1
STOP BAR
SIDEWALK SIDEWALK
GRASSED AREA GRASSEDAREA
DEPRESSED CURB & WINGS
OR HARD RETURN AT RAMP
FOR RAMPS AT ASPHALT TO ASPHALT STREET
TYPE DRIVEWAYS OR PRIVATE STREET TIE IN.
CURB RAMPS
PLAN
RAMP WIDTH AREA VARIABLE
4' MINIMUM
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0
o 0
0 0
o 0
0 0
0 0
0 0
o 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0
0
-@<D
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
SHEET IOF6
CITY OF RALEIGH
PUBLIC WORKS DEPARTMENT
REVISIONS DATE -911113 NOT TO SCALE
CURB RAMPS
T-20.01.1
BASE DIAMETER
0.45" R TO 0.70" R
TOP DIAMETER OF NO
LESS THAN 50% TO
NO MORE THAN 65%
OF THE BASE
DIAMETER
0.65"
0.9" TO 1.6" TO
MIN.
20"
1.4"
2 1 PRECAST CLASS "B"
CONCRETE
DETECTABLE WARNING
DOMES CONCRETE PAVER
NTS
4' MIN LANDING SLOPE 12:1 MAX (6' MIN.)
2'DETECTABLE DEPRESSED CURB
1 /4"/FT
WARNING DOMES STANDARD 2'- 6"
4 6" SEE NOTE #1 CURB &GUTTER
AO ES3 RAMPLK
EXPANSION JOINT ° >
4" CONCRETE FOUNDATION
FOR WARNING DOMES TO BE
WITH SAME POUR AS RAMP,
FLARES, ETC.
RAMP SECTION
WITH DETECTABLE WARNING PAVERS
NOTES:
1. DETECTABLE WARNING DOMES SHALL COVER 2'-0" LENGTH AND FULL
WIDTH OF THE RAMP FLOOR AS SHOWN ON DETAIL. SIZE OF PAVER
SHALL BE VX 1'.
2. OBTAIN 70% CONTRAST VISIBILITY WITH ADJOINING SURFACE, EITHER
LIGHT ON DARK, OR DARK ON LIGHT SEQUENCE COVERING THE
DETECTABLE WARNING AREA.
SHEET 2 OF 4
CITY OF RALEIGH
PUBLIC WORKS DEPARTMENT
REVISIONS DATE: 9/1/13 NOT TO SCALE
DETECTABLE WARNING
SURFACE PAVERS
T-20.04.2
DETECTABLE WARNING SURFACE PAVERS NTS
PLAN
1/2" EXPANSIONS/DEhg2Al
JOINT (TYP) G
• � • �SSSTR/P
6"W X 12"D
CONCRETE CURB P,"
1yp '�,41VD/NG
Q
R=1, • "Fly/
/
5' MAX. 3 / J ,
• / (D /•
/ 12" D. (TYP)
/ CROSS SLOPE NOT TO
EXCEED 2% ON ANY
PORTION OF RAMP OR
R=1' (typ) TRANSITION TO STREET. 8"W X
DETECTABLE 1/2" EXPANSION 1/2" EXPANSION
WARNING JOINT (TYP) JOINT (TYP)\
SURFACE (TYP)
TYPE N-1 (CURB TYPE) 5' MAX. 3
O8.33% (12:1) MAX RAMP SLOPE
O CROSS SLOPE: 2.00%
OCURB RAMPS REQUIRE A (4'-0") MINIMUM LANDING
WITH A MAXIMUM CROSS SLOPE AND LONGITUDINAL
SLOPE OF 2.00% WHERE PEDESTRIANS PERFORM
TURNING MANEUVERS. SLOPE TO DRAIN TO CURB.
SIDEWALK
'Pirss
1/2" EXPANSION
DEPRESSED Z-6"
CURB & GUTTER
24" TYP WIDTH
12 MIN WIDTH
1/2" EXPANSION
'JOINT (TYP)
GRASS
- DETECTABLE WARNING
SURFACE (TYP)
6" W X 12"D CONCRETE CURB J DEPRESSED Z-6"
CURB & GUTTER
PAY LIMITS FOR CURB RAMP
CONCRETE DEPTH
RAMP/FLARE 6"
LANDING 4"
S/Dekk
- G�SSSTR/P
CROSS SLOPE NOT TO
EXCEED 2% ON ANY
PORTION OF RAMP OR
TRANSITION TO STREET.
DETECTABLE WARNING
SURFACE (TYP)
EXPANSION
DINT (TYP)
TYPE N -1A (FLARE TYPE)
NOTE: USE SMALL FLARES ONLY WHEN A CURB
TYPE DIRECTLY CONFLICTS WITH
APPROACHING VEHICULAR TURNING
MOVEMENTS.
1/2" E?
JOIN
TYPE N-2 (RADIUS)
CONCRETE DEPTH
RAMP/FLARE 6"
LANDING 4"
TYPE N-2 (TEE INTERSECTION
(TYP)
LE WARNING
CURB RAMPS (NEW DEVELOPMENT)
PLAN
•� Z
X
LU
a
HI -VISIBILITY CROSSWALK
PLAN
W Y
7 Q
0 c LU f/j LLQ
Z W LL Q O Z W O
UOf JFn W W W F -
¢Z ZO =1=-Wd
O ¢x hF-F-
¢
(nZ. =Z po=Z Z
m00 ¢� ¢?wW O
F_ U LL 2 D_
>-0n- w W I—w0F LL
o�� ga Uc7Wp w
9Z p, aW J - LU
LU
CO 4; m F D- W U LC
W
=(nU _jU) mZ2= 2
U)-5; Z)0� 0 W F - F-7
(n Z W Ow J U Z_U 2
Q�J O0Q 0 m 0 Z
WZ V)Z¢D
cQcn �❑ W O W ¢
�z Z ZOZW
D_I-O J¢ JrgZ ¢
UZU¢(n `LJ
(..i ?) W JJJ m
=LL UQ ¢W>Z p
Jam¢ OJ
U LQ LU
W ULU > �(n=> U
LU 2�Q FF- ¢H W O1--
1--
0 d
O
Z N c+1 V
SHEET 2 OF 6
CITY OF RALEIGH
CURB RAMPS
GENERALNOTES
1. CITY OF RALEIGH STANDARD CURB RAMPS HAVE BEEN DEVELOPED IN ACCORDANCE WITH THE
AMERICANS WITH DISABILITIES ACT (ADA) AND PUBLIC RIGHT OF WAY ACCESS GUIDELINES (PROWAG).
2. CURB RAMPS SHALL BE PROVIDED AT LOCATIONS AS SHOWN ON THE PLANS
OR AS DIRECTED BY THE ENGINEER. SIDEWALK ACCESS RAMPS SHALL BE LOCATED AS
INDICATED IN THE DETAIL, HOWEVER, THE LOCATION MAY BE ADJUSTED IN COORDINATION WITH
THE CITY OF RALEIGH WHERE EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. AFFECT
PLACEMENT.
DOUBLE WHEELCHAIR RAMPS ARE TO BE INSTALLED AT ALL PUBLIC STREET INTERSECTIONS
WHERE SIDEWALK IS REQUIRED.
3. THE WALKING SURFACE SHALL BE SLIP RESISTANT. COLORS FOR THE DETECTABLE WARNING AREA
SHALL BE DARK CHARCOAL GRAY FOR CONTRAST WITH LIGHT PATHWAY COLORS AND
LIGHT CONCRETE GRAY FOR CONTRAST WITH DARK PATHWAY COLORS.
4. NO SLOPE ON THE SIDEWALK ACCESS RAMP SHALL EXCEED 1"/FT (12:1) IN RELATIONSHIP TO
THE GRADE OF THE STREET.
5. IN NO CASE SHALL THE WIDTH OF THE SIDEWALK ACCESS RAMP BE LESS THAN 48"
HOWEVER, RAMP MAY EXCEED 48".
6. USE CLASS A (3000 PSI) CONCRETE WITH A SIDEWALK FINISH IN ORDER TO OBTAIN A ROUGH
NONSKID SURFACE.
7. A 1/2" EXPANSION JOINT WILL BE REQUIRED WHERE THE CONCRETE SIDEWALK ACCESS RAMP
JOINS THE CURB AND ALSO WHERE NEW CONCRETE ABUTS EXISTING CONCRETE.
8. CURB RAMPS SHOULD BE PLACED PARALLEL TO THE DIRECTION OF TRAVEL.
NTS ��� CURB RAMP NOTES
NTS
PLAN
SHEET 6 OF 6
CITY OF RALEIGH
PUBLIC WORKS DEPARTMENT
REVISIONS DATE: 9/1/13 NOT TO SCALE
CURB RAMP NOTES
T-20.01.6
TYPE N-1, N -1A & R-1
Lgiy�/NG gLK
:r• •
• ¢ Z=_�LIgX
• fff?f_r
r•
Oil✓NP/ �
CROSS SLOPE NOT TO
EXCEED 2% ON ANY
PORTION OF RAMP OR
TRANSITION TO STREET.
TYPE N-2 & N-3
PLANTING OR OTHER NOW
WALKING SURFACE IF DROPOFF
IS NOTP7ECTED
RAMP F MIN SIDE
SHAREDFLARE
�• •• LANDING
SHARED
LANDING
1 WALKIN
m l •• �� S RFACE
1
116'
6' (()-I
4' MIN
TYPE N -3A
IOTA
SIO
), EVvA
5, (u11tJ �MN G p`k W10T gill
Wtijp F�R
G ON
S/_ ~� r• O
-'gl J \
TYPE R -1A
TYPE R-2
TYPE R-3
PLANTING OR OTHER NON -
WALKING SURFACE IF DROPOFF
�N�/NG
IS NOT PROTECTED
•�
a 2=
5'MIN1 8,3% SMIN
SIDEWALK
•��Jy�¢
SHARED RAMP •: '
8.31 LANDING
/�°'
,
RAMP '
•;, .
r
O6%TYP�
N \H
6"W X 12"D CONCRETE CURB 6\�
CROSS SLOPE NOT TO
PARALLEL CURB RAMP
EXCEED 2% ON ANY
PORTION OF RAMP OR
TRANSITION TO STREET.
TYPE R-4
2' STRIP IF CUT THROUGH
IS GREATER THAN 4' IN LENGTH.
FORE
OTHERWISE PLACE DETECTABLE MIN
WARNING ON THE ENTIRE SURFACE RFF
RAMP OF CUT THROUGH. UGF
SIDEWALK VW X 12"D CONCRETE CURB
ALIGN CURB PARALLEL
a3�o S' WITH CROSSWALK
10'
;
MI� 00
FOR RAM ��•
::a:=-=• �N�ING pa•a o
•.
� , •; �•.;
EO
St\PFZ O\N
6 �Q\
�e8se�e e�
6W X 12"D e�
CONCRETE CURB a
FLPR • O
O
CURB RAMPS AT MEDIAN ISLANDS
6 FLARE
8.3%
RAMP
SHEET 1 OF 4
/
CITY OF RALEIGH
FLARE
PUBLIC WORKS DEPARTMENT
DETECTABLE WARNING
5'X 5'(MIN) SURFACE SHALL EXTEND
8,3% SHARED FULL WIDTH OF SIDEWALK
REVISIONS DATE: 9/1/13 NOTTOSCALE
RAMP LANDING OR RAMP
0
1-13-2014
DETECTABLE WARNING
SURFACE PLACEMENT
1FLARE FLARE
8.3%STOP BAR
RAMP
T-20.04.1
rvTs ^ DETECTABLE WARNING PLACEMENT
PLAN
NTS
BS/
BSA LifeStructures
510 Glenwood Ave, Suite 321
Raleigh, NC 27603-1262
ph 919.334.7301 fx 317.819.7288
www.bsalifestructures.com
STEWART
223 S. WEST STREET FIRM LICENSE #: C-1051
SUITE 1100 www.stewartinc.com
RALEIGH, NC 27603
T 919.380.8750
MACON POND
SITE
DEVELOPMENT
PRELIMINARY
SUBDIVISION PLAN
TRANS.NO.XXXXXXXX
MARK DATE DESCRIPTION
SCALE: N.T.S.
G
OF' �G pN
000
lop�
SITE DETAILS
DATE 10/18/2018
BSALS PROJECT NO. 12820004.01
C9.01

1/2"
8" MINIMUM; OVER 8' DEEP,
GRATE PER CITY STANDARDS
USE STD. SW -10.08 OR SE -°10.09
1 2'-0" 0
z
C?
W
J
Q
12" MINIMUM UP TO 6' °
FROM TOP OF CURB. ° W. -
a d
°
>
❑°
c
❑ a s d ❑ d a a ❑ a ❑ a
3000 PSI CONCRETE_4
a ❑ a a ❑ a a a❑ a o
°a a ❑ c a ❑ a a E a °
Ft 8" T-0" — — 8"_I
4'-4"
199
"v�nihv
4'-4"
DROP INLET
% PLAN
z
z
O
U
W
U
W
O
U
BOLTED COVER
E
NOTES:
1. FOR 24" RCP & LARGER USE
PIPE DIAMETER PLUS 12" FOR
MINIMUM INSIDE DIMENSION.
2. 24" X 24" CASTING WITH 12",
15" & 18" PIPE, 24" X 36"
CASTING USED WITH 24" PIPE
OR LARGER. IF PLACED WITHIN
PUBLIC R/W CASTING MUST BE
TRAFFIC BEARING TYPE PER
NCDOT STANDARDS.
3. USE 4" X 4" X 8" OR 4" X 8" X 16"
SOLID CONCRETE BLOCK. CAST
IN PLACE OR PRECAST CONCRETE TO
MEET N.C.D.O.T. STANDARDS
ACCEPTABLE.
4. FOR STEP REQUIREMENT; SEE NOTE
2 ON STANDARD SW -10.13.
v� o0
V LO co
co
�. 4'-4"
3'-0"
41"
CONCRETE SLAB TOP
3'-6"
NO.3 REBAR 3" O.C.
PLACED 3" FROM
EDGE, ALL SIDES.
CITY OF RALEIGH
PUBLIC WORKS DEPARTMENT
REVISIONS DATE -911113 NOT TO SCALE
STANDARD
JUNCTION BOX
SW -10.04
TYPICAL MH FOR STORM SEWER
PIPE SIZE MH DIAMETER
12-24"
N0.3 REBAR 3" O.C.
30-42"
5'-0"
48"
PLACED 3" FROM
54"
GROUT FRAME
EDGE, ALL SIDES.
TREAD SURFACE
%/
TO
SLAB TOP
IWW
p
°
2'-0"
3'-6"
0
A
a
Q
NOTES:
I`III
7/8
o
.
0 0 0 ° o o °o o
1. FOR 24" PIPE & LARGER USE
111�`�II�`��II�,
° 2 1/2"
(V
o
4"
0
I�
PIPE DIAMETER PLUS 12" FOR
°
LU
1=1111,E SII
MINIMUM INSIDE DIMENSION.
❑� v
°❑°
° 1111-111
-
°
ADJUST TO TOP
° ° ° ° CLA
"A" CONCRETE , o ° . °
°D
m
7
2. USE 4" X 4" X 8" OR 4" X 8"X 16"
OF BRICK
0
%
SOLID CONCRETE BLOCK. CAST
2 -0
0 0 0 0 0 0 0 0
6” PERFORATED PIPE
IN PLACE OR PRECAST CONCRETE
1/2" PLASTER
° o 0
0 0 0
0 0 0 0
0
2" MIN.
°?
TO MEET NCDOT STANDARDS
ACCEPTABLE.
6„
18"
3" MAX.
°
4'70"
OR
5'-0"
8" MINIMUM, OVER 8' DEEP
SLOPE 45' o
C
m
3. FOR STEP REQUIREMENTS,
12" MINIMUM UP TO 6'
B
C 6" THICK UP TO 12' DEEP
D
Q
SEE NOTE #2 ON STANDARD
FROM TOP OF CURB
SECTION
B -B
°
° o
K
NO SW -10.13.
LOPE 6"/12"
N
6"
°
6"
°
6'-0"
3000 PSI
BA
3000 PSI CONCRETE GROUT
SECTION A -A
SECTION B -B
NOTES:
B
°
o ° ° ° . op
v ❑° °°
. ❑° v v
CASTING TO INVERT OF MANHOLE.
3000 PSI CONCRETE
o ° °� °,'❑ o o ° v ° ❑ v . °. v ° ,
°• ❑ . . ° ❑
❑ • o ° • ❑ ° ° ❑ . o° ❑ ° o ❑ ❑ -A
MEET ASTM -C-478 REQUIREMENTS.
v� o0
V LO co
co
�. 4'-4"
3'-0"
41"
CONCRETE SLAB TOP
3'-6"
NO.3 REBAR 3" O.C.
PLACED 3" FROM
EDGE, ALL SIDES.
CITY OF RALEIGH
PUBLIC WORKS DEPARTMENT
REVISIONS DATE -911113 NOT TO SCALE
STANDARD
JUNCTION BOX
SW -10.04
TYPICAL MH FOR STORM SEWER
PIPE SIZE MH DIAMETER
12-24"
4'-0"
30-42"
5'-0"
48"
6'-0"
54"
8'-0"
TYPE A
SECTION C -C
CITY OF RALEIGH
PUBLIC WORKS DEPARTMENT
REVISIONS DATE: 9/1/13 NOT TO SCALE
STANDARD CLASS "A"
MANHOLE
SW -10.05
5'-3"
----
SIDE ELEVATION
B
A
15"
PLAN OF COVER B
171117
1,
3/14"
2'-41/2" 1"�� 2'-41/2" V" 11/2"
L 5'-3-
I
SECTION A -A
211/4"
411 rzz/j 3
1 5„ —►II 1 1/4„
SECTION 13-13
TOP VIEW
3/8" ROUND 1 1/2"--� �.— 12 1/2"---.� 1 1/4"
3 3/4"
111" RECESS
3/4"
1/2"HID. S
HD. NUT 1t�3/8"-16NC 1 /2"
-
I_ 5„ 3/4" 41/2"
DETAIL OF HANDLE
�� 211/4" ON
1 1/2"
21/4"
12"
3/4"
9 3.4"
_z_
5„�
STANDARD MANHOLE
B
A
1„
RING AND COVER
1„
3/4" HOLES FOR
HANDLES
-SEE DETAIL-
TREAD SURFACE
%/
a
IWW
p
°
2'-0"
k
0
0
A
a
Q
°
fV o
7/8
o
.
0 0 0 ° o o °o o
FABRIC ENCLOSED
° 2 1/2"
(V
o
4"
0
3 3/8"
vv
12
°
LU
0 0 0 0 0 0
°.
°
J
¢
0
°D
7
4'_0„
D .
0
%
'
OR 5'-0" O
0 0 0 0 0 0 0 0
6” PERFORATED PIPE
° o 0
0 0 0
0 0 0 0
0
0 0 0 0 0
0 0 0
o 0 0 0 0 0
6„
18"
°
4'70"
OR
5'-0"
1 1/2"
SLOPE 45' o
C
°
B
C 6" THICK UP TO 12' DEEP
D
SECTION
B -B
°
12" THICK OVER 12' DEEP
o
LOPE 6"/12"
N
6"
6"
°
6'-0"
3000 PSI
BA
3000 PSI CONCRETE GROUT
SECTION A -A
SECTION B -B
NOTES:
B
1. DEPTH MEASURED FROM TOP OF
CASTING TO INVERT OF MANHOLE.
2. PRECAST MANHOLE COMPONENTS SHALL
MEET ASTM -C-478 REQUIREMENTS.
— 3. SEE STANDARD. SW -10.10 FOR MANHOLE
COVER DETAIL.
4. DOMESTIC CASTINGS REQUIRED
`
,l
A WITHIN STREET RIGHT-OF-WAY.
TYPE A
SECTION C -C
CITY OF RALEIGH
PUBLIC WORKS DEPARTMENT
REVISIONS DATE: 9/1/13 NOT TO SCALE
STANDARD CLASS "A"
MANHOLE
SW -10.05
5'-3"
----
SIDE ELEVATION
B
A
15"
PLAN OF COVER B
171117
1,
3/14"
2'-41/2" 1"�� 2'-41/2" V" 11/2"
L 5'-3-
I
SECTION A -A
211/4"
411 rzz/j 3
1 5„ —►II 1 1/4„
SECTION 13-13
TOP VIEW
3/8" ROUND 1 1/2"--� �.— 12 1/2"---.� 1 1/4"
3 3/4"
111" RECESS
3/4"
1/2"HID. S
HD. NUT 1t�3/8"-16NC 1 /2"
-
I_ 5„ 3/4" 41/2"
DETAIL OF HANDLE
�� 211/4" ON
1 1/2"
21/4"
12"
3/4"
9 3.4"
_z_
5„�
NTS ,� JUNCTION BOX NTS ,0:) MANHOLE NTS , A CATCH BASIN CASTINGS NTS
1"
1„
>
1„
3/4" HOLES FOR
HANDLES
-SEE DETAIL-
TREAD SURFACE
%/
a
IWW
0
k
0
1"
A
a
Q
NTS ,� JUNCTION BOX NTS ,0:) MANHOLE NTS , A CATCH BASIN CASTINGS NTS
J
m
LLI OW
Q o
W �w
Q 0�
cl) p'0
Y �z
UWc��
W0
m Z�m
SHEET 2OF2
CITY OF RALEIGH
PUBLIC WORKS DEPARTMENT
REVISIONS DATE:9/1/13 NOT TO SCALE
BOLTED COVER
ASSEMBLY
SW -10.06.2
NTS
L % PLAN
B
>
O
0
k
o
IWW
0
k
0
A
a
Q
J
m
LLI OW
Q o
W �w
Q 0�
cl) p'0
Y �z
UWc��
W0
m Z�m
SHEET 2OF2
CITY OF RALEIGH
PUBLIC WORKS DEPARTMENT
REVISIONS DATE:9/1/13 NOT TO SCALE
BOLTED COVER
ASSEMBLY
SW -10.06.2
NTS
L % PLAN
2'-0"
1' 11 3/4
2' 1 1/4" -
5/8" 1/2" 7/8" 1/8"
N
NTTI I I I I I
41/2" 1 "
SECTION A -A
STANDARD 24" X 24" DROP INLET CASTING F--
DROP INLET CASTING
CITY OF RALEIGH
PUBLIC WORKS DEPARTMENT
REVISIONS DATE: 9/1/13 NOT TO SCALE
DROP INLET
CASTING
SW -10.08
NTS
PLAN
M P N U F AC
o
"'CQG O
23 1/2" 21 "
0 �
F� �� O
° SPACE DD
n'1ADE I N USP V
2 3/4" °
COVER 120 LBS. MINIMUM
25 1/16"
2311/16"
BUTYL-NEK OR
APPROVED SEALANT 7 1/2" 22"
BETWEEN FRAME
AND COVER I
NOTES:
1) ALL MANHOLE FRAMES SHALL BE
BE DOMESTICALLY CAST.
2) FRAME SHALL BE A MINIMUM
WEIGHT OF 182 LBS. WITHIN
PUBLIC ROW AND 160 LBS.
WITHIN EASEMENTS.
3) COVER SHALL WEIGH A
MINIMUM OF 120 LBS.
4) ALL MANHOLE FRAMES OUTSIDE
OF PAVED SURFACES SHALL BE
BOLTED TO THE CONE
SECTION OR RING WITH A
MINIMUM OF 4 BOLTS PER FRAME.
2515/16" ►�
33 1/4"
5/8"X3" LAGSHIELD IN HOLE
DRILLED INTO CONE OR
RING WITH ANCHOR SUNK TO
DESIGN DEPTH, AND 5/8"X3"
HOT DIPPED GALVANIZED
LAG BOLT AND WASHER.
PLAN
B
>
SOIL BACKFILL
LL
A
A
a
Q
7/8
0 0 0 ° o o °o o
FABRIC ENCLOSED
° 2 1/2"
(V
0
STONE FILTER
3 3/8"
1/2"
0 0 0 0 0 0
7/8"
WASHED STONE
7
0 0
(#57 OR #67)
0
%
3 7/8"
0 0 0 0 0 0 0 0
6” PERFORATED PIPE
° o 0
0 0 0
0 0 0 0
0
0 0 0 0 0
0 0 0
o 0 0 0 0 0
6„
18"
1 1/2"
21/2"
B
SECTION
B -B
2'-0"
1' 11 3/4
2' 1 1/4" -
5/8" 1/2" 7/8" 1/8"
N
NTTI I I I I I
41/2" 1 "
SECTION A -A
STANDARD 24" X 24" DROP INLET CASTING F--
DROP INLET CASTING
CITY OF RALEIGH
PUBLIC WORKS DEPARTMENT
REVISIONS DATE: 9/1/13 NOT TO SCALE
DROP INLET
CASTING
SW -10.08
NTS
PLAN
M P N U F AC
o
"'CQG O
23 1/2" 21 "
0 �
F� �� O
° SPACE DD
n'1ADE I N USP V
2 3/4" °
COVER 120 LBS. MINIMUM
25 1/16"
2311/16"
BUTYL-NEK OR
APPROVED SEALANT 7 1/2" 22"
BETWEEN FRAME
AND COVER I
NOTES:
1) ALL MANHOLE FRAMES SHALL BE
BE DOMESTICALLY CAST.
2) FRAME SHALL BE A MINIMUM
WEIGHT OF 182 LBS. WITHIN
PUBLIC ROW AND 160 LBS.
WITHIN EASEMENTS.
3) COVER SHALL WEIGH A
MINIMUM OF 120 LBS.
4) ALL MANHOLE FRAMES OUTSIDE
OF PAVED SURFACES SHALL BE
BOLTED TO THE CONE
SECTION OR RING WITH A
MINIMUM OF 4 BOLTS PER FRAME.
2515/16" ►�
33 1/4"
5/8"X3" LAGSHIELD IN HOLE
DRILLED INTO CONE OR
RING WITH ANCHOR SUNK TO
DESIGN DEPTH, AND 5/8"X3"
HOT DIPPED GALVANIZED
LAG BOLT AND WASHER.
PLAN
NOTES
ALL PIPE UNDERDRAINS ARE TO EXIT
INTO DRAINAGE STRUCTURES SUCH AS
CATCH BASINS OR JUNCTION BOXES.
IF STRUCTURE IS NOT AVAILABLE, SPECIAL
EXIT REQUIREMENTS WILL APPLY IN
ACCORDANCE WITH THE DIRECTION OF
THE PUBLIC WORKS DIRECTOR OR HIS/HER
DESIGNEE.
MANHOLE COVER NTS 0 PIPE INSTALLATION NTS
o `J / PLAN v / PLAN PLAN PLAN
a
0
M E c
d w t U
co
G i W
N N Z 3
N � (A Q d
N W 2 d
OD D p p Q
SHEET 1 OF 2
BSA LifeStructures
510 Glenwood Ave, Suite 321
Raleigh, NC 27603-1262
ph 919.334.7301 fx 317.819.7288
www.bsalifestructures.com
STEWART
223 S. WEST STREET FIRM LICENSE #: C-1051
SUITE 1100 www.stewartinc.com
RALEIGH, NC 27603
T 919.380.8750
MACON POND
SITE
DEVELOPMENT
PRELIMINARY
SUBDIVISION PLAN
TRANS.NO.XXXXXXXX
MARK DATE DESCRIPTION
SCALE: N.T.S.
G
OF' �G pN000
DRAINAGE DETAILS
DATE 10/18/2018
BSALS PROJECT NO. 12820004.01
C9.20
>
SOIL BACKFILL
LL
Q
0 0 0 ° o o °o o
FABRIC ENCLOSED
0
STONE FILTER
0 0
0 0 0
0 0 0 0 0 0
WASHED STONE
0 0
(#57 OR #67)
0
%
0 0 0 0 0 0 0 0
6” PERFORATED PIPE
° o 0
0 0 0
0 0 0 0
0
0 0 0 0 0
0 0 0
o 0 0 0 0 0
6„
18"
NOTES
ALL PIPE UNDERDRAINS ARE TO EXIT
INTO DRAINAGE STRUCTURES SUCH AS
CATCH BASINS OR JUNCTION BOXES.
IF STRUCTURE IS NOT AVAILABLE, SPECIAL
EXIT REQUIREMENTS WILL APPLY IN
ACCORDANCE WITH THE DIRECTION OF
THE PUBLIC WORKS DIRECTOR OR HIS/HER
DESIGNEE.
MANHOLE COVER NTS 0 PIPE INSTALLATION NTS
o `J / PLAN v / PLAN PLAN PLAN
a
0
M E c
d w t U
co
G i W
N N Z 3
N � (A Q d
N W 2 d
OD D p p Q
SHEET 1 OF 2
BSA LifeStructures
510 Glenwood Ave, Suite 321
Raleigh, NC 27603-1262
ph 919.334.7301 fx 317.819.7288
www.bsalifestructures.com
STEWART
223 S. WEST STREET FIRM LICENSE #: C-1051
SUITE 1100 www.stewartinc.com
RALEIGH, NC 27603
T 919.380.8750
MACON POND
SITE
DEVELOPMENT
PRELIMINARY
SUBDIVISION PLAN
TRANS.NO.XXXXXXXX
MARK DATE DESCRIPTION
SCALE: N.T.S.
G
OF' �G pN000
DRAINAGE DETAILS
DATE 10/18/2018
BSALS PROJECT NO. 12820004.01
C9.20

a
M
00
O
N
N
N
W
FINISHED
GRADE
s �'
o.a
RUBBER
• v".
W,
>
z
z
n a • Q.. v .
24" MAX
a•
-
LOWER THAN MAIN SPRING-
/
4'
>
C Q •. / d a
FINAL
BACKFILL
MIN. 9" COMPACTED #G7 STONE
O -
UNDISTURBED
z
0
n D
OR SEALED AND VENT TO BE
/' /''
:.a
-
w w
.v
-.2 -0"
•;'.;:.:�:: :•:
INITIAL
�•.:'••.:'.•::•':•.:'•:;'_:
0000000000000 0000 OO O 000 0
0000 000000000000000000000
O
T
BACKFILL
w
4'
�. p
N
V oo vo OVVO o �O
G" #G7 STONE �—MINIMUM SIDE
WHEN ROCK IS G" O.D. OF PIPE G" CLEARANCE
ENCOUNTERED 12" O.D. OF PIPE 2" -,.MAXIMUM SIDE
W -j
CLEARANCE
OIL
NOTES:
1. TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE INSIDE
FACE OF THE SHORING AND BRACING.
2. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN INITIAL BACKFILL.
3. ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL.
4. BACKFILL SHALL BE TAMPED IN G" LIFTS IN TRAFFIC AREAS, 12" IN NON -TRAFFIC AREAS.
5. ACHIEVE 80% COMPACTION IN NON -TRAFFIC AREAS, AND 95% COMPACTION IN TRAFFIC AREAS.
G. IF IN EASEMENT 4" TOPSOIL, AND 12" CLEAN SELECT FILL MAY BE REQUIRED.
7. NO BOULDERS 8" IN DIAMETER OR GREATER ALLOWED IN FINAL BACKFILL.
TRENCH BOTTOM DETAIL - DIP
PLAN
FINAL
BACKFILL
INITIAL
13AClKFI LL
1 SPRING LINE
HAUNCHING
FyINISHED
7Y
GRADE
UNDISTURBED 501L
OG7 STONE
PIPE GRADE
4" BEDDING
TAMP WELL UNDER MINIMUM SIDE
BOTTOM HALF OF PIPE r. G". O.D. OF PIPE G"_ �� CLEARANCE
TYPICAL TRENCH BOTTOM DIMENSIONS FOR
SDR 35 PVC GRAVITY PIPE
NOTES:
1. FOR TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE
INSIDE FACE OF THE SHORING AND BRACING.
2. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN INITIAL BACKFILL.
3. ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL.
4. BACKFILL SHALL BE TAMPED IN G" LIFTS IN TRAFFIC AREAS, 12" IN NON -TRAFFIC AREAS.
rvTs � TRENCH BOTTOM DETAIL -PVC
MANHOLE OVER EXISTING SEWER MAIN NTS
PLAN
PLAN
COVER 120 LBS. MINIMUM
23 112"
BUTYL-NEK OR
APPROVED SEALANT
BETWEEN FRAME
AND COVER
2 3/4"
MANHOLE FRAME AND COVER
NTS
O
O � PERM I T
q� d
no
� 'PACE
O
I " VENT HOLE
25 1/1 G"
23 1 1/1 G" �I „
NOTES:
1) ALL MANHOLE FRAMES SHALL BE
DOMESTICALLY CAST.
2) FRAME SHALL BE A MINIMUM WEIGHT OF
162 LBS. WITHIN PUBLIC ROW AND I GO LBS.
WITHIN EASEMENTS.
3) COVER SHALL WEIGH A MIN. OF 120 LB5.
4) ALL MANHOLE FRAMES OUTSIDE OF PAVED
SURFACES SHALL BE BOLTED TO THE CONE
SECTION OR RING WITH A MINIMUM OF 4
BOLTS PER FRAME.
MANHOLE COVER
PLAN
5/8"X3" LAGSHIELD IN HOLE
DRILLED INTO CONE OR
RING WITH ANCHOR SUNK TO
DESIGN DEPTH, AND 3/8"X3"
HOT DIPPED GALVANIZED
LAG BOLT AND WASHER.
NTS
SEE C.O.R. STANDARD
5-25 FOR MANHOLE
FRAME AND COVER
-
nb•.
s �'
o.a
RUBBER
• v".
W,
>
z
z
n a • Q.. v .
24" MAX
a•
-
LOWER THAN MAIN SPRING-
o
4'
>
C Q •. / d a
MIN. 9" COMPACTED #G7 STONE
O -
a
z
0
n D
OR SEALED AND VENT TO BE
W
:.a
-
w w
.v
X W
d
0000000000000 0000 OO O 000 0
0000 000000000000000000000
O
T
•:v
w
4'
�. p
N
� •d
�
O
'
0
a "
4a,
a a
• cri
a•
v• x z
p w
4'
MANHOLE OVER EXISTING SEWER MAIN NTS
PLAN
PLAN
COVER 120 LBS. MINIMUM
23 112"
BUTYL-NEK OR
APPROVED SEALANT
BETWEEN FRAME
AND COVER
2 3/4"
MANHOLE FRAME AND COVER
NTS
O
O � PERM I T
q� d
no
� 'PACE
O
I " VENT HOLE
25 1/1 G"
23 1 1/1 G" �I „
NOTES:
1) ALL MANHOLE FRAMES SHALL BE
DOMESTICALLY CAST.
2) FRAME SHALL BE A MINIMUM WEIGHT OF
162 LBS. WITHIN PUBLIC ROW AND I GO LBS.
WITHIN EASEMENTS.
3) COVER SHALL WEIGH A MIN. OF 120 LB5.
4) ALL MANHOLE FRAMES OUTSIDE OF PAVED
SURFACES SHALL BE BOLTED TO THE CONE
SECTION OR RING WITH A MINIMUM OF 4
BOLTS PER FRAME.
MANHOLE COVER
PLAN
5/8"X3" LAGSHIELD IN HOLE
DRILLED INTO CONE OR
RING WITH ANCHOR SUNK TO
DESIGN DEPTH, AND 3/8"X3"
HOT DIPPED GALVANIZED
LAG BOLT AND WASHER.
NTS
SEE C.O.R. STANDARD
5-25 FOR MANHOLE
FRAME AND COVER
-
nb•.
s �'
o.a
RUBBER
BOOT
w
z
'a
24" MAX
a•
-
LOWER THAN MAIN SPRING-
o
4'
o
a
MIN. 9" COMPACTED #G7 STONE
G..
' v cz
W
z
a: d kA
OR SEALED AND VENT TO BE
•o
:.a
-
2' ABOVE 100 YEAR FLOOD
9
PLAIN. WHEN MANHOLE TOPS
0000000000000 0000 OO O 000 0
0000 000000000000000000000
O
T
ARE IN EXCESS OF 3' ABOVE
w
4'
�. p
N
� •d
a "
• cri
v• x z
p w
Lu
z
(s)
O
J
U
W
CZ
Z
v u -
U
�. O
Cli
Z
—
A "o J
U
w
O
z
U
�
d
Q
.•
U'
_ O
�D
J
Q
�'
z
O
0
LU
z O
O ft -
h
o O
>
w � �
U o z
Q z U
O
O
C)
'-u
>1
z
O w IL
U w z
z
Q
z
O
C) (1z
w
W z
Q
J- eL w
Q U U P
z
U�
Q
J�
Q
O> ry
Q
V
w Q
0
w
Q
c= O
L U z�
In -O
m J
cn z
o
U
O
O
O °� o o C
z
U
�L
w
W f7
J
O
_
w~
O
Q Q Z
O O OJ
Z
Q
Q
J (Y
Q F
J
O
Z
Q
�� w Q cn
z w J Q
Q m
>
w
W z
z
O
U O I- D p
(6 -
o
=�
w
UJO W Q
0-i
f)
L
LL-
Z —
C
It Ln L9 Z
MANHOLE OVER EXISTING SEWER MAIN NTS
PLAN
PLAN
COVER 120 LBS. MINIMUM
23 112"
BUTYL-NEK OR
APPROVED SEALANT
BETWEEN FRAME
AND COVER
2 3/4"
MANHOLE FRAME AND COVER
NTS
O
O � PERM I T
q� d
no
� 'PACE
O
I " VENT HOLE
25 1/1 G"
23 1 1/1 G" �I „
NOTES:
1) ALL MANHOLE FRAMES SHALL BE
DOMESTICALLY CAST.
2) FRAME SHALL BE A MINIMUM WEIGHT OF
162 LBS. WITHIN PUBLIC ROW AND I GO LBS.
WITHIN EASEMENTS.
3) COVER SHALL WEIGH A MIN. OF 120 LB5.
4) ALL MANHOLE FRAMES OUTSIDE OF PAVED
SURFACES SHALL BE BOLTED TO THE CONE
SECTION OR RING WITH A MINIMUM OF 4
BOLTS PER FRAME.
MANHOLE COVER
PLAN
5/8"X3" LAGSHIELD IN HOLE
DRILLED INTO CONE OR
RING WITH ANCHOR SUNK TO
DESIGN DEPTH, AND 3/8"X3"
HOT DIPPED GALVANIZED
LAG BOLT AND WASHER.
NTS
SEE C.O.R. STANDARD
5-25 FOR MANHOLE
FRAME AND COVER
4'-G' DIA. AS
-
nb•.
s �'
o.a
RUBBER
BOOT
w
o: • •.
'a
24" MAX
a•
-
LOWER THAN MAIN SPRING-
o
4'
4"
'IL
A
MIN. 9" COMPACTED #G7 STONE
G..
a• :o•
z
a: d kA
OR SEALED AND VENT TO BE
•o
:.a
-
2' ABOVE 100 YEAR FLOOD
9
PLAIN. WHEN MANHOLE TOPS
0000000000000 0000 OO O 000 0
0000 000000000000000000000
O
T
ARE IN EXCESS OF 3' ABOVE
4'
�. p
N
� •d
4'-G' DIA. AS
o.u•Q �
s �'
D REQUIRED
RUBBER
BOOT
w
o: • •.
a.v'
_Q ,
GO° o "''
a•
-
LOWER THAN MAIN SPRING-
o
4'
4"
'IL
A
MIN. 9" COMPACTED #G7 STONE
G..
NEW MANHOLES USE A BUTYL
SEALANT BETWEEN FRAME AND
MANHOLE TOP SECTION WHEN
SECURING FRAME TO MANHOLE TO
✓ KOVIDE A WATER TIGHT SEAL.
b' 2'-
�.v
e•
ECCENTRIC M.H. CONE
MAY BE USED ON 8" 101'
AND 12" SEWER MAINS.
MANHOLE CONE AND
BARREL SECTIONS SHALL
BE AS PER ASTM.
STANDARDS
"0" RING SEAL
OR RAM -NECK
o _
o.u•Q �
SHELF
p <: •a
RUBBER
BOOT
SLOPE o .a :.
o: • •.
LATERAL INVERT SHALL NOT BE
_Q ,
GO° o "''
•'� C °'
A
LOWER THAN MAIN SPRING-
- p'•o--•:-
"•'�-:Q'�•4
LINE. MANHOLE SHALL BE 21
MIN. 9" COMPACTED #G7 STONE
G..
ABOVE 100 YEAR FLOOD PLAIN
a a: p �,.p
a: d kA
OR SEALED AND VENT TO BE
•o
:.a
-
2' ABOVE 100 YEAR FLOOD
9
PLAIN. WHEN MANHOLE TOPS
0000000000000 0000 OO O 000 0
0000 000000000000000000000
O
T
ARE IN EXCESS OF 3' ABOVE
SECTION A -A
PRECAST MANHOLE
PLAN
NTS
BSA LifeStructures
BF/
510 Glenwood Ave, Suite 321
Raleigh, NC 27603-1262
ph 919.334.7301 fx 317.819.7288
www.bsalifestructures.com
r7L)
STEWART
223 S. WEST STREET FIRM LICENSE #: C-1051
SUITE 1100 www.stewartinc.com
RALEIGH, NC 27603
T 919.380.8750
MACON POND
SITE
DEVELOPMENT
PRELIMINARY
SUBDIVISION PLAN
TRANS.NO.XXXXXXXX
MARK DATE DESCRIPTION
SCALE: N.T.S.
SANITARY SEWER
DETAILS
DATE 10/18/2018
BSALS PROJECT NO. 12820004.01
C9.30
GRADE. OUTSIDE STEPS MUST
BE PROVIDED. SEE STANDARD
5-2(5FOR STEP DETAIL. IN
NON TRAFFIC AREAS, TOP OF
FRAME AND COVER SHALL BE
INSTALLED A MIN. OF I' ABOVE
A
FINISHED GROUND SURFACE.
SEE SEWER DESIGN
SECTION
MIN. 9" COMPACTED #G7 STONE
BASE TO BE INSTALLED UNDER
NEW MANHOLE.
NTS
BSA LifeStructures
BF/
510 Glenwood Ave, Suite 321
Raleigh, NC 27603-1262
ph 919.334.7301 fx 317.819.7288
www.bsalifestructures.com
r7L)
STEWART
223 S. WEST STREET FIRM LICENSE #: C-1051
SUITE 1100 www.stewartinc.com
RALEIGH, NC 27603
T 919.380.8750
MACON POND
SITE
DEVELOPMENT
PRELIMINARY
SUBDIVISION PLAN
TRANS.NO.XXXXXXXX
MARK DATE DESCRIPTION
SCALE: N.T.S.
SANITARY SEWER
DETAILS
DATE 10/18/2018
BSALS PROJECT NO. 12820004.01
C9.30

W t° U
� 7
o a 8
W W
zZco o
Q-
W WQ-
n-
o 0 Q
3000 P.S.I. CONCRETE
TYP. Q ENCASEMENT
ADJUST FLUSH PLAN
WITH FINAL GRADE
A.B.C.
STANDARD
MANHOLE
s
PRECAST CONCRETE SPACER
(DONUT RINGS) IN TRAFFIC
AREAS ONLY. DONUT RINGS
NOT ALLOWED IN
EASEMENTS.
STANDARD MANHOLE
FRAME AND COVER
� •D S_
A Q'.: a. .
r�u COMPACTED
BACKFILL
TOTAL
lri CHIMNEY NOT
rr/ TO EXCEED I I "
MANHOLE IN PAVED SURFACES NTS
PLAN
PLASTIC GREEN MANHOLE
MARKER -LABELED SEWER
MANHOLE, SEE NOTE 3
TEST STATION OR TEST PORT -
STANDARD H2O TRAFFIC LOAD RATED
VALVE BOX WITH LID LABELED "TS" AND
PAINTED GREEN, PLACED ABOVE
LOOP 3 FT (MIN) DOWNSTREAM SEWER
OF WIRE INTO
TEST STATION
EX15TING GRADE
STANDARD I I \ C�X/
INDUSTRIAL CRIMP
(SIMILAR METAL), TYP I 12" HOLE
NO. 12 GAUGE FILLED WITH
z SOLID BARE I I \' CONCRETE
L COPPER TRACER
WIRE, TYP
w I I LATERAL
Q WRAP TRACER
WIRE AROUND I I I NOTE 2
CIRCUMFERENCE OF
MANHOLE AND SPLICE I I I SEWER
TO TRACER WIRE FOR I I I SADDLE
DOWNSTREAM SEWER I I I I TAP
MAIN I I I
,�-----�------ - - - - -
� r---�,-
YI FLOW IF u �
-- L-------- —L— --v
L -----------------J SEWER
NOTES: MAIN
I . THE TRACER WIRE SHALL BE CONTINUOUS TO THE GREATEST EXTENT POSSIBLE. FOR GRAVITY MAIN
AND OR LATERAL INSTALLATIONS LESS THAN 8 FT, THE TRACING WIRE SHALL BE ATTACHED TO THE
PIPE. TRACER WIRE SHALL BE LAID FLAT AND SECURELY AFFIXED TO THE PIPE AT 10 FOOT INTERVALS.
FOR GRAVITY MAIN AND OR LATERAL INSTALLATION DEEPER THAN 8 FT, THE TRACING WIRE SHALL BE
INSTALLED AT A DEPTH OF 7-8 FT. THE WIRE SHALL BE PROTECTED FROM DAMAGE DURING THE
EXECUTION OF THE WORK. NO BREAKS OF CUTS IN THE TRACER WIRE SHALL BE PERMITTED.
2. WHERE LATERAL TAPS ARE MADE BY SERVICE SADDLES, THE TRACER WIRE SHALL NOT BE ALLOWED
TO TO BE PLACED BETWEEN THE SADDLE AND MAIN.
3. MANHOLE MARKERS SHALL BE PLACED ADJACENT TO MANHOLES AT THE DISCRETION OF OWNER OR
OWNER'S REPRESENTATIVE.
TRACER WIRE
SECTION
NTS
0 F W W O Q UQ•pa.�
u �� Q�W �' ��
W
w
z
'IIS\
"III`
U=
LU
LU
cti g z
Z
°
Q
Q
m D
IL/
11141\.
\\
Q W
LU
�U
o\III�\o�
Lu Q
L w
�0�
(n—
20
C)
J
°
m
o
LIL/L LU
Z — �
Q v(n
c W
ql\1 ,
o
wLU
UULL
�(Z/
�c0n
UQ�
.•
�O��w�O zO
SNIT
�
-1
=
CL/LU
A Agjo?Jd
LUC)0nU
LU
_LU
W Q
Z
cp w
nw
Q�oW�w��z
oLU
4.
ILI
—
o z
W-
v v
11111
�`1\\�\ �Jw�w��n�00
LU
-
"IIIA\1.2,.
J
rY
Uj
�y \
°1lll:��\
LU ID
W
�
vol
ZLU
SII►.\.\.
�zu�
0U
IU
LU
m~ 0
y-Q
w -) Q
d;oo"
0oN
C Q
0
U=�
0�U
z
0 LLi -5 0
Ln Q
U7 0
;
Q
Lu
p]
F--
z LU a.
>7 1—�
J J =
-� =mN -o
OZ
LUz �? p
5v.,
0 F W W O Q UQ•pa.�
u �� Q�W �' ��
W
' J
L�
LU
N w
-�
U=
LU
LU
cti g z
Z
°
Q
Q
Illlp\� 0�°-�m�zLU
' p �
z �_
LU
�U
LU
� �
L w
�0�
(n—
20
C)
J
U_ LU Q U O
m
o
LIL/L LU
Z — �
Q v(n
0 F W W O Q UQ•pa.�
u �� Q�W �' ��
W
wIlio\
N w
-�
U=
Q Z
z0D
LLJ
LU
a-LUO ><Q LU
m J OZ LLJ- z
Z
°
Q
- 0�
Illlp\� 0�°-�m�zLU
I—Q�
u7
z �_
w
�U
LU
� �
�QzLU z0
XLLJLO��Q� Z LU�
�0�
(n—
T)LuLU
LUU
U_ LU Q U O
m
o
LIL/L LU
W
L U
Q�UQ ��
LL~�= LULL w I -z
o
wLU
UULL
�(Z/
�c0n
UQ�
Z �
�O��w�O zO
z
LU
�
-1
=
CL/LU
LLJ )U(f)1iLU� z QLU
��J� LU 0
LUmQ7� z
�
~ _LU O w Q
OO
o�OLUQ m > Ww zct7o�o U7°
LU Z U_ zIL
0 o Q= 0 Q z
�z>�/>
z-OUa�� Q zw
pLU Oo U LU
zLU��LL�Q m
0 0 0 z O LU(f)
LLJ Q LU U-3
�CZ
U�O�Up u�7vOz
QLU-ULUzz z�(nUz
=ZJ=U� 0 LU
LU IL/
LU LU = LU
G- LU 0<n0zLU0 _j DEPART
Q F Q
~ �/
�UL-L1j > zwz TYPICAL:
LL==o("L��°�000X LATERAL
O= 0= O Z LU Z
a-1-LLQnn LL- QLU
z DWG. NO, REVISIONS I
N m S -30A WKD
LATERAL TRACER WIRE
PLAN
� W =
<a- Ua
U�Z�tu
wIlio\
>
U=
w
LU
'
Z
°
Q
zO�
Illlp\� 0�°-�m�zLU
z
~
w
�U
LU
� �
X
LU
LU
U
m
o
``III
W
0
w�
o
wLU
Ui
Q
Z �
0 �_
z
LU
�
-1
=
�
L-
LUC)0nU
LU
_LU
� W =
<a- Ua
U�Z�tu
wIlio\
�\ LU
�� UQ �0
U=
w
=
�zz 0
Z m=
m
©
Z
°
Q
O
Illlp\� 0�°-�m�zLU
p�
~
w
�U
Q
00z2< LUJ
LU
m
o
``III
0
w�
o
wLU
Ui
Q
LLULzU--
I\�I\I�\.OCZ <0
0 �_
z
LU
-1
=
�
p D
LUC)0nU
LU
_LU
W Q
Z
cp w
nw
Q�oW�w��z
oLU
o �CL-_
—
o z
W-
v v
11111
�`1\\�\ �Jw�w��n�00
-
d
Q
Q
\ Z Z
�o�Or�.�._�o�
N
J
i
N
m
]NIS
IU
LU
m~ 0
J
QLLI
N
LU 1\\
U=�
I
z
0 LLi -5 0
Ln Q
U7 0
;
Q
Lu
p]
Q
SIIII"
LU
CI
C)
IIS\•
LLJ
z_
CV/
LU
LLj
LU
C)
Q
u7
z
�Illo\ti,..
o
m
LU
9.
U
z
F
o
�0
C�
z z
LLI
Lu (L/D
•.
'D Ga
LL C)
LL -
0
N
LU> LU
QQ>
a .' Q.• .
v' v
'.P,a'
O
U `.
(17
CZ�
IL >0
•�.v
w_ z�Q
z�wL-=-
SCJ
o
�OLU
c17(f)Q>
,':'
4..
U
Z O z J
z
Qz
,,
LLJ
J
Q
Q
—
� W =
<a- Ua
U�Z�tu
��
U=
w
=
�zz 0
Z m=
m
©
Z
°
Q
p
Qg
p�
w
°�OW�LU
�U
Q
Q
��p
w�
O
Ui
Q
m
wzmW�
C� lu H
-1
=
J
Q
�Qz LU
J W Qz Q
z
-u:)-
Z� (n � J
w w� LU
•.
Ui
U
z
Q C)
U p- O LU
—
w LULLI
Jp
W-
m
0 X
J L>� b�
tu
LU~ m Q
=
H
Q
U
Z Q lL
Q U7 � 0/ LU
�
LULU �
N p Q
N
J
i
N
m
o
IU
LU
m~ 0
N
LU 1\\
U=�
I
z
0 LLi -5 0
Ln Q
U7 0
Q
%LL
Q
Lu
p]
>
LU
CI
C)
LLJ
CV/
U
9.
z
F
LU (n C9 U
O z � Q
C�
z z
LU
Q
°
z
w>o �(n
o
�OLU
U
1—
o U0
Qz
LLJ
J
Q
Q
—
r�__j
LU LL
r
C
O
QLL-= J
O O
0 LLJ
LULU
°p
\
=LL-jQ
ZI-coQ�
Oo
-.<
� w
r✓ _
CO
NTS r 0:)� LATERAL CONNECTION
PLAN
l0
PVC TO D.I. PIPE ADAPTER -
USE 'FERNCO COUPLING
B *S*MW/
BSA LifeStructures
510 Glenwood Ave, Suite 321
Raleigh, NC 27603-1262
ph 919.334.7301 fx 317.819.7288
www.bsalifestructures.com
BACKFILL UNDER PVC SADDLE,
ADAPTOR, AND CAST IRON BEND
WITH#G7 STONE AS SHOWN ON
S-4.
PE SPRINGLINE
SADDLE INSTALLATION LIMITS CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
LATERAL SADDLE INSTALLATION
DETAIL FOR PVC PIPE
DWG. NO. REVISIONS I DATE 1 REVISIONS DATE
3-1-871
5-31 11
rPPH I � szn nn
NTS r', � LATERAL SADDLE INSTALLATION
PLAN
NTS
STEWART
223 S. WEST STREET FIRM LICENSE #: C-1051
SUITE 1100 www.stewartinc.com
RALEIGH, NC 27603
T 919.380.8750
MACON POND
SITE
EVELOPMENT
PRELIMINARY
SUBDIVISION PLAN
TRANS.NO.XXXXXXXX
MARK DATE DESCRIPTION
SCALE: N.T.S.
G
OF' r*�G pN
I?
\-�O�
WATER DETAILS
DATE 10/18/2018
BSALS PROJECT NO. 12820004.01
C9.31
z
U=
w
IV 1--
LU�
w
>
Qg
p�
o
�U
NTS r 0:)� LATERAL CONNECTION
PLAN
l0
PVC TO D.I. PIPE ADAPTER -
USE 'FERNCO COUPLING
B *S*MW/
BSA LifeStructures
510 Glenwood Ave, Suite 321
Raleigh, NC 27603-1262
ph 919.334.7301 fx 317.819.7288
www.bsalifestructures.com
BACKFILL UNDER PVC SADDLE,
ADAPTOR, AND CAST IRON BEND
WITH#G7 STONE AS SHOWN ON
S-4.
PE SPRINGLINE
SADDLE INSTALLATION LIMITS CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
LATERAL SADDLE INSTALLATION
DETAIL FOR PVC PIPE
DWG. NO. REVISIONS I DATE 1 REVISIONS DATE
3-1-871
5-31 11
rPPH I � szn nn
NTS r', � LATERAL SADDLE INSTALLATION
PLAN
NTS
STEWART
223 S. WEST STREET FIRM LICENSE #: C-1051
SUITE 1100 www.stewartinc.com
RALEIGH, NC 27603
T 919.380.8750
MACON POND
SITE
EVELOPMENT
PRELIMINARY
SUBDIVISION PLAN
TRANS.NO.XXXXXXXX
MARK DATE DESCRIPTION
SCALE: N.T.S.
G
OF' r*�G pN
I?
\-�O�
WATER DETAILS
DATE 10/18/2018
BSALS PROJECT NO. 12820004.01
C9.31

� W t U
El o a
i
w w
w w
i z z
3
n a a
FINISHED
GRADE
LINE FROM ANY OBJECT.
"Cl
"D"
FIRE HYDRANT, PUMPER NOZZLE TO BE POINTED
XIA
11-711
2"
TOWARDS FIRE TRUCK ACCESS.
20" - 24"
11-411
11-711
3'-0" IV I N. ­.: "
UNDISTURBED
SOI L
3011- 30
11-411
1'-7"
4"
BAC KFILL
48" greater
1-8"
I '-9"
SIDEWALK /CURB AND GUTTER
j
U
-4S '
az
e... ;;. �!
PAVEMENT
LO
YY..
Y : i. I.t •P i -SIC
p
LA
oo
., a
o Wn8° 0 0$ 800
MINIMUM SIDE
G O.D. OF PIPE G `� CLEARANCE
G OF #G7 STONE WHEN — _ _ _ — —_
ROCK OR WATER IS
ENCOUNTERED
NOTES:
1. TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE
INSIDE FACE OF THE SHORING AND BRACING.
2. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN BACKFILL.
3. ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL.
4. BACKFILL SHALL BE TAMPED IN G" LIFTS.
5. ACHIEVE 95% COMPACTION IN BACKFILL.
TRENCH BOTTOM - DIP
SECTION
"X" BAR
3" MIN.
CLEARANCE
THRUST COLL^
UNDISTURBED 501L
PROPERTY MINIMUM 30 HORIZONTAL CLEARANCE
"A"
LINE FROM ANY OBJECT.
"Cl
"D"
FIRE HYDRANT, PUMPER NOZZLE TO BE POINTED
11-411
11-711
2"
TOWARDS FIRE TRUCK ACCESS.
20" - 24"
11-411
11-711
3"
TRAFFIC FLANGE BETWEEN 2" - G"
3011- 30
11-411
1'-7"
4"
ABOVE GRADE
48" greater
1-8"
I '-9"
SIDEWALK /CURB AND GUTTER
7/8"
U
-4S '
az
e... ;;. �!
PAVEMENT
LO
YY..
Y : i. I.t •P i -SIC
p
LA
6' O
6, d.
.6
VALVE BOX
G" GATE VALVE
CONC. THRUST
N COMPACTED BACKFILL
BLOCK
(TAMPED IN G" LIFTS)
Oil
�GRESTRAIBRANCH
NG
MAIN
GLANDS ce
L--I'-3x I'-3"1 THICK RESTRAINING
GLANDS
7 CU. FT. CRUSHED
STONE MIN.
\—UNDISTURBED EARTH.
NOTES:
1. FIRE HYDRANT SHALL BE AS MANUFACTURED: MUELLER, AMERICAN DARLING, KENNEDY, M*H,
WATEROUS, CLOW, EAST JORDAN IRON WORKS, OR US PIPE.
2. BRANCH PIPE SHALL BE DUCTILE IRON AWWA C 150-9G
3. G" GATE VALVE SHALL BE AWWA C500 -BG OPEN LEFT
4. STEEL RODS AND BOLTS SHALL BE 4" HOT DIPPED GALVANIZED
5. FIRE HYDRANTS WILL BE INSTALLED IN TRUE VERTICAL POSITION
RODS SHALL NOT BE COUPLED MORE THAN ONCE. IF THE LENGTH FROM THE VALVE TO THE
HYDRANT EXCEEDS 20' THEN A MECHANICAL RESTRAINING GLAND WITH A REBAR CAGE SHALL BE
INSTALLED NO MORE THAN I O' FROM HYDRANT AND POURED IN CONCRETE.
FIRE HYDRANTS TO BE LOCATED IN ROW OR 2 FOOT EASEMENT ADJACENT TO ROW
ANYTIME SITE WORK, CONSTRUCTION,
ROAD WORK, OR ANY OTHER WORK
CHANGES THE GRADE OF THE FIRE CITY OF RALEIGH
HYDRANT, THE PERSON RESPONSIBLE
FOR THE WORK IS RESPONSIBLE FOR DEPARTMENT OF PUBLIC UTILITIES
ADJUSTING THE FIRE HYDRANT TO STAY
WITHIN COMPLIANCE. STANDARD FIRE HYDRANT
INSTALLATION DETAIL
DWG. NO, REVISIONS DATE REVISIONS DATE
ABB 4-G-04 PAP 2/17/09
W-4 DHL 2/14/08
NTS
FIRE FIRE HYDRANT NTS
"Y' BAR v
REINFORCING REQUIREMENTS
3" MIN.
CLEARANCE
I.D. PIPE REBAR 51ZE "X" BAR LENGTH "X" BAR WEIGHT "Y' BAR LENGTH "Y" BAR WEIGHT NO, REQUIRED
G" - 30 #5 2'-2"+ O.D. PIPE 1.043 LBS/PT P- 1 " 1. 1 LBS. EACH X-24, Y- 12
48" _- greater #G 3'-O"+ O.D. PIPE 1.502 LB5/FT 3"1.9 LBS. EACH X-24, Y- 12
THRUST COLLAR, AND THRUST SCHEDULE
I.D. PIPE
"A"
"B"
"Cl
"D"
G" - I G"
11-411
11-711
2"
3/8"
20" - 24"
11-411
11-711
3"
112"
3011- 30
11-411
1'-7"
4"
5/8"
48" greater
1-8"
I '-9"
G"
7/8"
NOTES:
1 . SEE STANDARD DETAIL W-9 FOR THRUST BLOCK LOCATIONS.
2. CONCRETE SHALL BE 3000 PSI AND TRANSIT MIXED.
3. REINFORCING BARS SHALL BE DEFORMED AND TIED TOGETHER.
4. TRENCH BOTTOM WIDTH IN VICINITY OF THRUST BLOCK INSTALLATION
SHALL BE THE MINIMUM WIDTH AS SHOWN ON STANDARD DETAIL W-3.
5. BACKFILL TAMPED IN Gil LIFTS PER
STANDARD DETAIL W-3. CITY C
G. THRUST COLLAR MUST BE FACTORY DEPARTMENT C
WELDED ON BOTH SIDES ALONG BOTH
EDGES OF COLLAR AROUND THRUST BLOCKI
CIRCUMFERENCE. FnR 1A/ATFR MAI
THRUST BLOCKING
ELEVATION
d •
0 oa. .
o .p. .
Q' .a
V d o
d,* .
. v
w
CD v
o
Ln
z
w
m
o
O
6�
_z
U=
O O
czin_
9 w o
LU o - >
`1— U 0 Q ALU=
V J cn LU Es J
mW ��Q
ELI 0 Q
0 =
�Q In <�cn
(Z U O z -n
Z C
L (n0
� OOz
~ Q0zQ [D
U— O
z �ucnm
z
z CD =oz1—
O z _ 1 -
in
Q Q 0 Q Q W Qz
U �=Qcz
I QQQ=
Lu w w U 0 o °-cn LU
LUOQ= QOo�
LU UU=LU
z n —nU
W m W — J
Z Z U Z
\ Z O Uj:5 ,Z- QOU
LLJ z - N In 4- Ln
e. �
D •d ' CITY OF RALEIGH
d.. DEPARTMENT OF PUBLIC UTILITIES
STANDARD THRUST BLOCKING VIEWS
a' •`� DWG. NO. REVISIONS DATE REVISIONS DATE
W_9 D.W.C. 3-1-87 RKH 3-31-00
9-7-99 D. H. L. G-18-08
rvTs THRUST BLOCKING VIEWS NTS
SECTION v / PLAN
1 911 6'' OPERATION NUT
CE
2 1 /2 NATIONAL STANDARD
OUTLET THREADS
HYDRANT OPERATING NUT
PLAN
A nnn
J
J
a
z
Pa
wQ�
v, a
w
Ury
wo
I.
1 .8" CPRE -DRILLED HOLE
6'
A4
WAFER O
1,75"
METER
19 1/4'
1 I I
HOOKJLF-11 L--
17 5/8
136 TYP,
SECTION A -A
WATER METER
PLAN
-R
1
I'
I8
24
CL -1 18"
DK 03
1n x
CU o
I P4
3�
w
H
aw
w
V) LLI
ED > Y
W W W Q J J W
zzx¢ wa-
Lel 0 > w
IL LLjmnq
o
H > J W
~ W QCUWPq a -
Q L7
O > W U O O z Z—
x Q W Ll-
,;I-
� ED W 0J W
Pa w OW �W =)
Pl C a- W \OE70
D
EJo n z w> r�c�zc�
W 0 Q
o Q
W z
Q
�
W
U
�
+-1
D
�
3
00
04S
D
U
-4S '
az
L
LO
x -Z
�
6' O
1n x
CU o
I P4
3�
w
H
aw
w
V) LLI
ED > Y
W W W Q J J W
zzx¢ wa-
Lel 0 > w
IL LLjmnq
o
H > J W
~ W QCUWPq a -
Q L7
O > W U O O z Z—
x Q W Ll-
,;I-
� ED W 0J W
Pa w OW �W =)
Pl C a- W \OE70
D
EJo n z w> r�c�zc�
W 0 Q
o Q
W z
Q
W z W
>0U
Q�>
> W Q
�>
W
r U 0�
V ClJ = W
\U
mW 3
a-
<
Ja
J
Ld zW
Y
q H Q U O
�LIJ QV Q wp
W Y PIP LU W Q
W D U (s)>
LL H
U Q�
W W �
(L11 j V) — uw
z J m
00 w m o
\� o z
Lr) O O
Q�
W Z Z
cn<U ° O
V) Uwc9
O
r -
i W
D w w F w
C/l N g —Qi W�
Q m O Q E- U) 0 0 u� Q
P o w Woo n
o Q z o LU
o(nm
J=W
z U � Q wtu0 Q�
D O U w zz� ��
z o =Q� QQz
�O O w UUQ =p0
o/ (f)W0"D W AU-jWB/ x<
OU �QQ O �LLJ �� n-
Un
�z0 p w�U 0 0
9
Lu m
m �c/cz in
LU
W W Q W W 0
wQinE= �z =0� zLu
��� =�OO� QUO
z-0`�� m0-0 �QU �zU
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
STANDARD 3/4" * I " WATER SERVICE
INSTALLATION
3. NO. REVISIONS DATE REVISIONS DATLZ
ABB 4-G-04 RKV 7/23/13
D. H. L. G/ 18/08
NTS(A STD. 1" WATER SERVICE INSTALLATION NTS
SECTION C—C
NOTES:
I. COVER WEIGHT: 13 LBS +/- 5%
2. LIDS TO BE COATED WITH
00 BITUMINOUS COAL TAR COATING
3. BOXES AND LIDS MUST BE
MANUFACTURED FROM SAME
DOMESTIC FOUNDRY.
7/8'
1/4"
T T
1 00
In m
m 00
SECTION B—B
NTS
1/4'
PLAN
BSA LifeStructures
510 Glenwood Ave, Suite 321
Raleigh, NC 27603-1262
ph 919.334.7301 fx 317.819.7288
www.bsalifestructures.com
STEWART
223 S. WEST STREET FIRM LICENSE #: C-1051
SUITE 1100 www.stewartinc.com
RALEIGH, NC 27603
T 919.380.8750
MACON POND
SITE
DEVELOPMENT
PRELIMINARY
SUBDIVISION PLAN
TRANS.NO.XXXXXXXX
MARK DATE DESCRIPTION
SCALE: N.T.S.
G
OF' �G pN
I?
WATER DETAILS
DATE 10/18/2018
BSALS PROJECT NO. 12820004.01
C9032
� L O
N
+-1
D
N
E -2
04S
U
-4S '
az
L
= U U 7
x -Z
6' O
W z W
>0U
Q�>
> W Q
�>
W
r U 0�
V ClJ = W
\U
mW 3
a-
<
Ja
J
Ld zW
Y
q H Q U O
�LIJ QV Q wp
W Y PIP LU W Q
W D U (s)>
LL H
U Q�
W W �
(L11 j V) — uw
z J m
00 w m o
\� o z
Lr) O O
Q�
W Z Z
cn<U ° O
V) Uwc9
O
r -
i W
D w w F w
C/l N g —Qi W�
Q m O Q E- U) 0 0 u� Q
P o w Woo n
o Q z o LU
o(nm
J=W
z U � Q wtu0 Q�
D O U w zz� ��
z o =Q� QQz
�O O w UUQ =p0
o/ (f)W0"D W AU-jWB/ x<
OU �QQ O �LLJ �� n-
Un
�z0 p w�U 0 0
9
Lu m
m �c/cz in
LU
W W Q W W 0
wQinE= �z =0� zLu
��� =�OO� QUO
z-0`�� m0-0 �QU �zU
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
STANDARD 3/4" * I " WATER SERVICE
INSTALLATION
3. NO. REVISIONS DATE REVISIONS DATLZ
ABB 4-G-04 RKV 7/23/13
D. H. L. G/ 18/08
NTS(A STD. 1" WATER SERVICE INSTALLATION NTS
SECTION C—C
NOTES:
I. COVER WEIGHT: 13 LBS +/- 5%
2. LIDS TO BE COATED WITH
00 BITUMINOUS COAL TAR COATING
3. BOXES AND LIDS MUST BE
MANUFACTURED FROM SAME
DOMESTIC FOUNDRY.
7/8'
1/4"
T T
1 00
In m
m 00
SECTION B—B
NTS
1/4'
PLAN
BSA LifeStructures
510 Glenwood Ave, Suite 321
Raleigh, NC 27603-1262
ph 919.334.7301 fx 317.819.7288
www.bsalifestructures.com
STEWART
223 S. WEST STREET FIRM LICENSE #: C-1051
SUITE 1100 www.stewartinc.com
RALEIGH, NC 27603
T 919.380.8750
MACON POND
SITE
DEVELOPMENT
PRELIMINARY
SUBDIVISION PLAN
TRANS.NO.XXXXXXXX
MARK DATE DESCRIPTION
SCALE: N.T.S.
G
OF' �G pN
I?
WATER DETAILS
DATE 10/18/2018
BSALS PROJECT NO. 12820004.01
C9032

a
M
r_
In
co
CD
N
N
N
REACTION BEARING AREAS FOR HORIZONTAL WATER PIPE BENDS
BASED ON TEST PRESSURE OF 200 P.S.I.
NO. OF RODS
ALL AREAS GIVEN IN SQUARE FEET.
J7-0
o
O / Q
_0o� O� v O� N
4
o
0�o
G"
Ik
_° v °0
s °
� �N
4, 4�/ O� (JUj�
Yl
2°O m ¢�
x?
0p
�D
2411
8"
4
12"
4
101
G
24"
G
I I I /4 °
1, 1 08
1
1
1
1
1
1 1
2
1
5
22 1 /2°
2,207
1
2
2
1
1
1
3
1
3G
45°
4,328
2
3
3
1
1
2
1 5
1
70
90°
7,996
2
4
5
1
1
2
8
1
128
PLUG
5,655
2
3
4
1
12
2
G
1
10
8u
�
z
4'
°
LP OR d
PHASE
1 1 I /4°
1,970
1
1
2
1
1
14
2
1
2
22 1/2°
3,922
22 1 /2°
2
3
1
1
1
4
1
14
45°
7,694
2
4
5
1
I
1 2
8
1
14
90°
14,215
4
8
9
2
2
4
15
2
PLUG
10,053
3
5
G
2
2
3
10
1
1 18
1 211
3G
142
15
z
W
(°
3611
zJ
O tL
z
z
W =
1 1 1 /4°
4,433
2
3
3
1
1
2
5
1
20
22 1/2°
8,826
3
5
G
2
2
3
9
1
20
45°
17,312
5
9
1 I
3
3
5
18
2
moo
90°
31,983
8
1 G
19
4
4
8
32
4
PLUG
22,G 19
G
12
14
3
3
G
23
3
203,57
G'
51
102
122
2G
2G
51
204
21
PLUG
1 1 1 /4°
7,881
2
4
5
1
1
2
8
1
22 1 /2°
1 5,G9 1
4
8
10
2
2
4
1 G
2
8
45°
30,779
8
1 G
19
4
4
8
31
4
142
90°
5G,8G 1
15
29
35
8
8
15
57
G
70
PLUG
40,213
10
21
25
5
5
10
41
5
G4
REACTION BEARING AREAS ARE IN SQUARE
FEET MEASURED IN A VERTICAL PLANE IN THE
TRENCH SIDE AT AN ANGLE OF 90° TO THE
THRUST VECTOR.
USE G" - 90 BEND VALUE FOR
HYDRANTS FOR ADDITIONAL DWG. NO.
SAFETY FACTOR. W_ 10 D.W.C.
512
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
THRUST BLOCKING DESIGN
QUANTITY TABLE
REVISIONS DATE REVISIONS DATE
G-23-99
91
THRUST BLOCKING
PLAN
3000 PSI SOLID CONCRETE SHALL BE
USED AS FOOTING FOR DUCTILE IRON
PIPE.
0
.4 .
o•�Q :o••: a :Q: •a.
TAPPING SLEEVE
SIDE VIEW
NOTES:
1. CONCRETE SHALL NOT CONTACT
BOLTS OR ENDS OF MECHANICAL JOINT
FITTINGS.
2. SEE STANDARD REACTION BLOCK
TABLES, W-10 AND W- I I FOR AREA OF
CONCRETE REQUIRED.
/ALVE
l/dII��I9
M.J. FITTING
REACTION BEARING AREAS FOR HORIZONTAL WATER PIPE BENDS
BASED ON TEST PRESSURE OF 200 P.S.I.
NO. OF RODS
BRANCH IZE
4"
ALL AREAS GIVEN IN SQUARE FEET.
Ik
_° v °0
s °
� �N
4, 4�/ O� (JUj�
Yl
2°O m ¢�
x?
0p
�D
2411
8"
4
12"
4
101
G
24"
G
30"
8
301
1 1 1/4'
17,734
5
9
1 1
3
3
5
18
2
22 1/2°
35,305
9
18
22
5
5
9
3G
4
45°
69,252
1--
n
18
35
42
1 9
9
1 18
70
7
J (n =
z
90°
127,93G
32
G4
77
1 G
I G
32
128
13
PLUG
90,478
23
4G
55
12
12
23
91
10
3011
�
z
4'
°
LP OR d
PHASE
D- z
1 1 1/4*
27,709
D
7
14
17
14
4
7
2
3
.�
�• :p .
22 1 /2°
55, 1 G3
•v
14
28
34
7
7
14
5G
G
45°
1 08,20C
28
55
G5
14
14
1 28
109
11
90°
1 99,90C
50
100
120
25
25
50
200
20
PLUG
141,372
3G
71
85
1 18
18
3G
142
15
z
W
(°
3611
zJ
O tL
z
z
W =
LL ILI
U =
�
'�
1 1 1 /4°
39,901
6)
10
20
24
5
5
10
40
4
m>' W
22 1/2°
79,439
-1 O� O
20
40
48
10
10
20
30
8
V 1
z
45°
155,61 C
moo
39
78
94
20
20
39
1 5G
I G
Q J O
90°
287,855
72
144
172
3G
3G
72
288
29
17]
203,57
51
102
122
2G
2G
51
204
21
PLUG
Q0Q�
1 1 1 /4°
70,935
18
3G
43
9
9
18
71
8
D
22 1/2°
141,218
z
O �
3G
71
85
18
18
3G
142
15
N
45°
277,007
70
139
1 G
35
35
70
277
28
90°
511,742
128
25G
320
G4
G4
128
512
52
PLUG
3G 1,9 1 I
1
91
181
1 2 1 7
4G
4G
91
3G2
37
REACTION BEARING AREAS ARE IN SQUARE FEET MEASURED IN
A VERTICAL PLANE IN THE TRENCH 51DE AT AN ANGLE OF 90o
TO THE THRU5T VECTOR.
U5E G" - 90' BEND VALUE FOR HYDRANT5 FOR
ADDITIONAL5AFETYFACTOR.
DWG. NO.
W- I I
�
z �
CITY Of RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
THRUST BLOCKING
DESIGN QUANTITY TABLE
REVISIONS DATE REVISIONS DATE
D.W.C. G-23-99
m Q Q
JUzm�
NTS r,)� THRUST BLOCKING
PLAN
TEE
d •
•4 Q
a 0
0
SEE W-10 AND W- I I
FOR REACTION
BLOCKING CONCRETE
AREA.
GATE VALVE
3/4" ALL -THREAD STEEL
ROD (CUT TO LENGTH)
1'-0" M.J. NIPPLE WITH
GLANDS (MIN.)
VALVE MAY BE BOLTED
DIRECTLY TO TEE.
ROD REQUIREMENTS
NO. OF RODS
BRANCH IZE
4"
2
G"
2
8"
4
12"
4
101
G
24"
G
30"
8
301
8
NOTES:
1. STEEL RODS AND BOLTS SHALL BE 3/4" HOT DIPPED GALVANIZED.
2. SEE STANDARD THRUST BLOCK. TABLES W-10 AND W- I I FOR CONCRETE.
3. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL FITTINGS.
4. THIS RODDING REQUIREMENT DOES NOT APPLY TO FIRE HYDRANTS.
D
D
i-- (n
w
W
d•
cz
W W
O
Z
Q W
°°>
W
W
U p U
O Q U
"
� J
W
O
z
N(nW
>w0
D
x
1--
n
m LLJ
Ln
OI -
J (n =
z
nn
W
O
O
(h
a o a
.D
cz
N
�
�
co
�
z
4'
°
LP OR d
PHASE
D- z
e .d.cz
D
z
1- O
.�
�• :p .
•v
(f) D
O
D •'
•° D
oaLU
z
z
v'
D
Q LU
W
OLULu
ILI
LL
Q0 _jLl
z
W
(°
zJ
O tL
z
z
W =
LL ILI
U =
�
'�
-N~O z
n
N
6)
N
N Q
�Nmm�N
O
O
m>' W
-1 O� O
N
J
„,U
ED 0
a
lLQN
O>(n
�
V 1
z
z z
LLJ°
moo
DU() (n
NZU z
D
W-Jiu
N
W
W
z
Q J O
Qz
z
Q=-
z>
W
> U �O
z
W
O =
17]
U
�WtL>-W
O�
Ln
>D
d-
Q0Q�
O
� � C)
D
D
N
LLl
z
O �
N
C9
D W� z Z
Q Q
N
��DWO
O
U00
O0Lu=o
- (n z
J
O>p Uz
z
co
U--
J W
Utz
�gWl-
row
(n
OQm
�w� (uWQ
mOO�z
J
W
o
�
z �
z
o�
m Q Q
JUzm�
W w
u]
o W
Qg
= Z (� W m
ED
Q
a
mLU in
<C)
�OUOD
� w
N
zQ�
JOz -�
a `n`
O�
QJz
z
o�z=JW
CITY OF RALEIGH
`
W W U
DEPARTMENT OF PUBLIC UTILITIES
D J W I- >
z Q U O
�zDLLJ
WQ=�=U
D
TEMPORARY WATER MAIN
ODWLUW
DWG. NO.
REVISIONS
DATE REVISIONS DATE
W-2 I
D.W.C.
12-25-99 A.B.B. 4-12-041
RRH
-j
Q
�O
V e,
.
W IW Z° W
w(~nvCLI
�D
p•
U
a•
-N n TLn
W
LU
d .
(n _
Q
a
� i
z W
O�
U o
U�
-<g
WZW
O U
z
CITY OF RALEIGH
O
; .
DEPARTMENT
OF
PUBLIC UTILITIES
STANDARD VERTICAL BEND
DWG. NO. REVISIONS
DATE
REVISIONS
DATE
W- 12 ABB
4-G-04
F. 5.
1 1 -1-1 0
D.H.L.
G-18-08
D
i-- (n
w
cz
W W
O
Z
Q W
°°>
W
U p U
O Q U
"
O
N(nW
>w0
D
x
1--
n
OO
OI -
J (n =
z
W
O
O
(h
W �
O
N
�
�
co
�
z
LP OR d
PHASE
LINE
D
z
•v
O
•° D
oaLU
z
z
W
D
Q LU
W
OLULu
ILI
LL
Q0 _jLl
DQ
zJ
O tL
z
W =
LL ILI
U =
�
'�
-N~O z
n
N
6)
N
N Q
�Nmm�N
� _
O
Z
-1 O� O
N
„,U
ED 0
mW NCQ(� U
�
z z
LLJ°
moo
D
Q LLI
W
z
Q J O
z>
W
> U �O
z
O =
17]
O�
Ln
d-
O
N
-
z
O �
N
C9
V
ICON
N
NTS r.) VERTICAL BEND NTS
PLAN
BSA LifeStructures
510 Glenwood Ave, Suite 321
Raleigh, NC 27603-1262
ph 919.334.7301 fx 317.819.7288
www.bsalifestructures.com
STEWART
223 S. WEST STREET FIRM LICENSE #: C-1051
SUITE 1100 www.stewartinc.com
RALEIGH, NC 27603
T 919.380.8750
MACON POND
SITE
DEVELOPMENT
PRELIMINARY
SUBDIVISION PLAN
TRANS.NO.XXXXXXXX
\U,
0
0
MARK DATE DESCRIPTION
SCALE: N.T.S.
OG
OF' �G pN
I?
�O�
WATER DETAILS
OVERALL
(�4 TAPPING SLEEVE AND VALVE NTS 5 VALVE RESTRAINT NTS 6 BLOW -OFF ASSEMBLY NTS
PLAN PLAN PLAN DATE 10/18/2018
BSALS PROJECT NO. 12820004.01
W t U
7
o a 8
0 0
W
O
U) a a
C9033
W W n-
o o
i-- (n
w
cz
W W
Z
Q W
°°>
U z
U p U
O Q U
"
O
N(nW
>w0
x
1--
n
OI -
J (n =
z
O
(h
W �
D
.v
LP OR d
PHASE
LINE
•v
•° D
oaLU
z
W
D
Q LU
W
OLULu
ILI
LL
Q0 _jLl
DQ
zJ
O tL
z
W =
LL ILI
U =
'�
-N~O z
n
D =LU
N Q
� _
O
Z
-1 O� O
N
„,U
ED 0
mW NCQ(� U
z z
LLJ°
W O Q W p
Q LLI
W
Q J O
z>
> U �O
z
O =
O�
W
W
z
O �
ICON
�w
D
`
O>p Uz
z
co
G`
J W
Utz
�gWl-
C)
OQm
�w� (uWQ
o�
LLJ
Q
� w
N
z
CITY OF RALEIGH
Q
DEPARTMENT OF PUBLIC UTILITIES
TEMPORARY WATER MAIN
BLOW OFF ASSEMBLY
DWG. NO.
REVISIONS
DATE REVISIONS DATE
W-2 I
D.W.C.
12-25-99 A.B.B. 4-12-041
RRH
1 - DHL 8-1 G-07
BSA LifeStructures
510 Glenwood Ave, Suite 321
Raleigh, NC 27603-1262
ph 919.334.7301 fx 317.819.7288
www.bsalifestructures.com
STEWART
223 S. WEST STREET FIRM LICENSE #: C-1051
SUITE 1100 www.stewartinc.com
RALEIGH, NC 27603
T 919.380.8750
MACON POND
SITE
DEVELOPMENT
PRELIMINARY
SUBDIVISION PLAN
TRANS.NO.XXXXXXXX
\U,
0
0
MARK DATE DESCRIPTION
SCALE: N.T.S.
OG
OF' �G pN
I?
�O�
WATER DETAILS
OVERALL
(�4 TAPPING SLEEVE AND VALVE NTS 5 VALVE RESTRAINT NTS 6 BLOW -OFF ASSEMBLY NTS
PLAN PLAN PLAN DATE 10/18/2018
BSALS PROJECT NO. 12820004.01
W t U
7
o a 8
0 0
W
O
U) a a
C9033
W W n-
o o

jr
Ilk
lee
IP-
• �fJ • ' 414' A7� �-• A.. , • i
I ' ? ".fi'''r 1 r .-, 7 `•' ' ' ♦ 1' •� � � y. ' � T '\ � •! � � �
. � ' f „ .� � m • \� tom.
*06
,ii•'t.46
'4� i'• '•rte. T f,S . f w 1, },�� i - - t i '♦ _ �� -.
is Ah'
47
AL
ft
g.I w OA_
i.:..�. \... • • . AREA 7
;, �►iy , ' .� SECONDARY ALTERNATE \; ..�^'
Al
COMPLIANCE TREE
'*» CONSERVATION AREA ` �►�.C't`'
65' WIDE PERIMETER YARD �.,;;,,:, y�� ''
PG 2012, PG 642 \\" . -" \
ADDITIONAL _ SF OF PRIMARY TCA
20' ZONE 2 NEUSE RIVER BUFFER PER �' �O\ ®�P �® ,
F, oft WETLAND SURVEY
- , J.-. - . - I: I , lF jG NO I y ' / ' \�\ 11.• ~^ •' 1 • .� r
882.208 SF OF AREA 5 c
TO BE RELOCATED �� •�
- ,�. • • -testis - ' _'`� �' ='' _ = _ - - _ �� ' / \ � � ry ` g '�j.
AREA 4 �
ALTERNATE COMPLIANCE
SECONDARY TREE V/ /
CONSERVATION AREA
50' WIDE MAJOR \�,_
THOROUGHFARE YARD 496.28 SF OF AREA 7 j \ \\ \
If
BM 2012, PG 642 / TO BE RELOCATED itir. at
AREA 5
admall / PRIMARY TREE CONSERVATION AREA PG 642 PROPOSED SECONDARY
LAM
2253.40 SF OF AREA 4 20' ZONE 2 NEUSE RIVER BUFFER - - \ ^`` t #
\\\\\ BM 2012,
TO BE RELOCATED ALTERNATE COMPLIANCE TREE \ �, E"`
1 ) y
IT `�' _�`�Y` 1 AREAE II LOT 4 - CONSERVATION AREA
�F! " \ _ SECONDARY ALTERNATE
F f \ \ COMPLIANCE TREE 65'
WIDE PERIMETER YARD II -- 1 " ` • "
r \ BM 2012, PG 642 {} /
N� ROAD
P ,1 / BLUE RIDGE_
PUBLIC RIGHT -OF WAY
op F
NN X
y II I PROPOSED •-R• •.- G G� \\\;
RIGHT-OF-WAY -4 >r ��' R';�, \� �► /
Er
'SLOPE EASEMENT
p t' v
• LOT 3 11 �, \ \ ✓' ' \k
010
IT -
AREA 3B
ALTERNATE COMPLIANCE
SECONDARY TREE / \\� 1 \ 9� ,�, ' \ \",rr!�
CONSERVATION AREA " / 111 1 ; : a.► t ;.: \ \\ �'• ,/�!
50' WIDE MAJOR
THOROUGHFARE YARD f
/ I \\ 1 I J ' 1 \ \ \\ ,
BM 2012, PG 642 1 1 1 I \ \'
AREA 3A / 1216.43 SF OF AREA 3
7►',•
ALTERNATE COMPLIANCE TO BE RELOCATED
SECONDARY TREEPROPOSED
CONSERVATION AREA y \ �\ RIGHT-OF-WAY
i
50' WIDE MAJOR =���•
THOROUGHFARE YARD \ / _ _ �� - 1290.99 SF OFAREA 1
BM 2012, PG 642 / __ TO BE RELOCATED
MACON POND ROAD AREA 1
'�� SECONDARY TREE
_60' PUBLIC RIGHT-OF-WAY - CONSERVATION AREA OsEM106P.
_ s
- - - - =�'o �, _ 50' WIDE THOROUGHFARE YARD 1h \ e
4` v°' \\ _ _ _ _• ^ " o'A' ''l � BM 2012, PG 642 i+ \
�,. vteor ;r�.I� I - .jE.�F�'��.�Gr��...xat`�,
I t�
OW
r
5948.48 SF OF AREA 2
/ TO BE RELOCATED = -
%P
AREA 2
ALTERNATE COMPLIANCE\ , o! •.. �,.. » . e
/ ` t SECONDARYTREE - Alb, y„�I rr Pb '
CONSERVATION AREA 50' WIDE , fk
® BM 2012, PG 642, •o
i�
01
��\:ice• \ .• - ►'. ll ". - fi
�Q ADO \\ � - �,' - .-t _ �'"�- j�••,t
^per �� ., • \ 1 . �'{ ��✓
TREE CONSERVATION AREA:
GROSS SITE AREA:
AREA OF RNV DEDICATION:
NET SITE AREA:
EXISTING TREE CONSERVATION:
PROVIDED TREE CONSERVATION
TOTAL TREE CONSERVATION:
u.« ac
4.03 ac
1,010,178.5 sf (23.19 ac)
2.88 ac
0.07 ac
2.95
TREE CONSERVATION LEGEND
PRIMARY TREE CONSERVATION
ADDITIONAL PRIMARY TREE CONSERVATION
® SECONDARY TREE CONSERVATION
TCA Calculations
Existing
Site Acreage
27.22
Proposed
Primary Tree Conservation Area
Area (ac)
Difference
SF
0.19
0.71%
SF
SF
0.19
Areal
5063.298
Secondary Tree Conservation Area
Area 1
3772.31
Major Throughfare: 50 -foot Average Buffer
(1290.99)
0.32%
Area 2
17625.034
3.58%
Area 2
11676.55
6.24%
(5948.48)
2.76
Area 3
45254.966
Total All Tree Conservation Areas
Area 3a
13908.42
(1216.43)
Area 3b
30130.12
Area 4
7430.55
Area 4
5177.15
(2253.40)
Area 5
7386.318
Area 5
6504.11
(882.21)
Area 6
6494.184
Area 6
6494.184
0
Area 7
36427.84
Area 7
35931.56
(496.28)
Area 8
1951.04
1951.04
PLOT 1
2500
2500
PLOT 2
2500
2500
PLOT 3
2500
2500
PLOT 4
2500
2500
PLOT 5
3084.87
3084.87
TOTAL
125682.19
1 SF
128630.314
1 SF
2.89
AC
1
2.95
AC
0.07
AC
Tree Conservation Plan Data
Site Acreage
27.22
Primary Tree Conservation Area
Area (ac)
% of tract
Zone 2 of Neuse Riparian Buffer
0.19
0.71%
Subtotal of Primary Tree Conservation Areas
0.19
0.71%
Secondary Tree Conservation Area
Area (ac)
% of tract
Major Throughfare: 50 -foot Average Buffer
0.09
0.32%
Alternate Compliance Area: 65 -foot perimeter yard
0.97
3.58%
Alternate Compliance Area: 32 -foot perimeter yard
1.70
6.24%
Subtotal of Secondary Tree Conservation Areas
2.76
10.14%
Total All Tree Conservation Areas
2.95
10.85%
B#Skaff/
BSA LifeStructures
510 Glenwood Ave, Suite 321
Raleigh, NC 27603-1262
ph 919.334.7301 fx 317.819.7288
www.bsalifestructures.com
STEWART
223 S. WEST STREET FIRM LICENSE #: C-1051
SUITE 1100 www.stewartinc.com
RALEIGH, INC 27603
T 919.380.8750
MACON POND
SITE
DEVELOPMENT
PRELIMINARY
SUBDIVISION PLAN
TRANS.NO.XXXXXXXX
MARK DATE DESCRIPTION
0 50 1 0 200 NORTH
SCALE: 1 "=100'
G
OF' �G pN
TREE CONSERVATION
PLAN
DATE 10/18/2018
BSALS PROJECT NO. 12820004.01
L1.00

CENTRAL LEADER. (SEE CROWN
OBSERVATIONS DETAIL).
TRUNK CALIPER SHALL
MEET ANSI Z60 CURRENT
EDITION FOR ROOT BALL SIZE.
ROOT BALL MODIFIED
AS REQUIRED (SEE
SPECIFICATIONS).
ROUND -TOPPED SOIL BERM
4" HIGH X 8" WIDE ABOVE ROOT
BALL SURFACE SHALL BE
CONSTRUCTED AROUND THE
ROOT BALL. BERM SHALL
BEGIN AT ROOT BALL PERIPHERY.
TOP OF ROOT BALL SHALL BE
FLUSH WITH FINISHED GRADE.
PRIOR TO MULCHING, LIGHTLY TAMP
SOIL AROUND THE ROOT BALL IN 6"
LIFTS TO BRACE TREE. DO NOT
OVER COMPACT. WHEN THE
PLANTING HOLE HAS BEEN
BACKFILLED, POUR WATER AROUND
THE ROOT BALL TO SETTLE THE
SOIL.
3" LAYER OF SETTLED MULCH.
NO MORE THAN 1" OF MULCH ON
TOP OF ROOT BALL. (SEE
SPECIFICATIONS FOR MULCH).
SECTION
3" LAYER OF SETTLED
EXAMPLE
MULCH. NO MORE THAN
A
1" OF MULCH ON TOP OF
Aspec
Ratio
ROOT BALL. (SEE
0.50"
SPECIFICATIONS FOR
2.50"
MULCH).
m
2.0"
��
ORIGINAL SLOPE
CJJ U�
SHOULD PASS
0.64
THROUGH THE
AROUND THE ROOT BALL. BERM
POINT WHERE THE
TRUNK MEETS
FINISHED GRADE.
SUBSTRATE/SOIL.
lam]
ROOT
BALL
SHRUB ON SLOPE (TYPICAL
SECTION
ACCEPTABLE
REJECTABI
Q L
M E c
d L U
l(� L N J
Q R
L0 Lu
W
N N Z 3 K
N
00 D p p Q
NE CENTRAL LE
(NO CODOMINP
LEADERS)
ASPECT
RATIO IS
LESS
THAN 0.66.
MULTIPLE LEADE--
EVERAL CODOMII
LEADERS)
ASPECT RATIO
PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND
THE ROOT BALL IN 6" LIFTS TO BRACE SHRUB. DO
NOT OVER COMPACT. WHEN THE PLANTING HOLE
HAS BEEN BACKFILLED, POUR WATER AROUND THE
ROOT BALL TO SETTLE THE SOIL.
SCARIFIED SOIL.
SPECT RATIO OF B:A Lf
..IAN 0.66 AS MEASURE[
ABOVE THE TOP OF THE
BRANCH UNION.
EXAMPLE
THE ROOT BALL IN 6" LIFTS TO BRACE SHRUB. DO
A
B
Aspec
Ratio
1.50"
0.50"
0.33
2.50"
0.90"
0.36
2.0"
1.00"
0.50
2.50"
1.60"
0.64
SPECT RATIO OF B:A Lf
..IAN 0.66 AS MEASURE[
ABOVE THE TOP OF THE
BRANCH UNION.
I IS
GREATER THAN ASPECT RATIO OF B:A GREATER THAN
0.66. OR EQUAL TO 0.66 AS MEASURED 1"
ABOVE THE TOP OF THE BRANCH UNION.
CROWN OBSERVATIONS - HIGH BRANCHED
TRUNK CALIPER SHALL
ANSI Z60 CURRENT ED
FOR ROOT BALL
ROOT BALL MOD
AS REQUIRED
SPECIFICATIt
ROUND -TOPPED SOIL
4" HIGH X 8" WIDE A
ROOT BALL SURFA(
THE DOWNHILL SI[
THE ROOT BALL. I
SHALL DIE INTO SI
MODIFIED SOIL. D
VARIES. (SEE
PREPARATION F
i
-III III III III III III III III III III I
EQUAL EQUAL EQUAL -4
TREE ON SLOPE (TYPICAL)
SECTION
CENTRAL LEADER. (SEE CROWN
OBSERVATIONS DETAIL).
FINISHED SLOPE SHOULD PASS
THROUGH THE POINT WHERE THE
TRUNK BASE MEETS
SUBSTRATE/SOIL.
PRIOR TO MULCHING, LIGHTLY TAMP
SOIL AROUND THE ROOT BALL IN 6"
LIFTS TO BRACE TREE. DO NOT OVER
COMPACT. WHEN THE PLANTING
HOLE HAS BEEN BACKFILLED, POUR
WATER AROUND THE ROOT BALL TO
SETTLE THE SOIL.
3" LAYER OF SETTLED MULCH. NO MORE
THAN 1" OF MULCH ON TOP OF ROOT
BALL. (SEE SPECIFICATIONS FOR
MULCH).
FINISHED GRADE(MAX
SLOPE SHALL BE 3:1).
BOTTOM OF ROOT BALL RESTS ON
EXISTING OR RECOMPACTED SOIL
(SEE NOTE 8).
4" O SOCK DRAIN CONTINUOUS
AROUND BASE OF TREE. INSTALL
4" - 6" DEEPER THAN ROOT BALL
FOR LOWERED PLANTING HOLE
AS NEEDED WITH POOR
DRAINAGE (SEE PLANTING
PIT/BED DRAIN DETAIL).
FACE OF WALL OR BUILDING.
NTS
LEAN NURSERY STAKE AGAINST THE WALL. STAKE
TO BE REMOVED AT THE END OF THE MAINTENANCE
(WARRANTY) PERIOD AFTER THE VINE HAS
ATTACHED TO THE WALL.
IJI1►L
BALL.
PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND
EXAMPLE
THE ROOT BALL IN 6" LIFTS TO BRACE SHRUB. DO
A
B
Aspect
Ratio
2.50"
1.80"
0.72
SOIL BERM ABOVE ROOT BALL
2.0"
1.0
t504
2.0"
0.80
ON TOP OF ROOT
3.0"
0.75
I IS
GREATER THAN ASPECT RATIO OF B:A GREATER THAN
0.66. OR EQUAL TO 0.66 AS MEASURED 1"
ABOVE THE TOP OF THE BRANCH UNION.
CROWN OBSERVATIONS - HIGH BRANCHED
TRUNK CALIPER SHALL
ANSI Z60 CURRENT ED
FOR ROOT BALL
ROOT BALL MOD
AS REQUIRED
SPECIFICATIt
ROUND -TOPPED SOIL
4" HIGH X 8" WIDE A
ROOT BALL SURFA(
THE DOWNHILL SI[
THE ROOT BALL. I
SHALL DIE INTO SI
MODIFIED SOIL. D
VARIES. (SEE
PREPARATION F
i
-III III III III III III III III III III I
EQUAL EQUAL EQUAL -4
TREE ON SLOPE (TYPICAL)
SECTION
CENTRAL LEADER. (SEE CROWN
OBSERVATIONS DETAIL).
FINISHED SLOPE SHOULD PASS
THROUGH THE POINT WHERE THE
TRUNK BASE MEETS
SUBSTRATE/SOIL.
PRIOR TO MULCHING, LIGHTLY TAMP
SOIL AROUND THE ROOT BALL IN 6"
LIFTS TO BRACE TREE. DO NOT OVER
COMPACT. WHEN THE PLANTING
HOLE HAS BEEN BACKFILLED, POUR
WATER AROUND THE ROOT BALL TO
SETTLE THE SOIL.
3" LAYER OF SETTLED MULCH. NO MORE
THAN 1" OF MULCH ON TOP OF ROOT
BALL. (SEE SPECIFICATIONS FOR
MULCH).
FINISHED GRADE(MAX
SLOPE SHALL BE 3:1).
BOTTOM OF ROOT BALL RESTS ON
EXISTING OR RECOMPACTED SOIL
(SEE NOTE 8).
4" O SOCK DRAIN CONTINUOUS
AROUND BASE OF TREE. INSTALL
4" - 6" DEEPER THAN ROOT BALL
FOR LOWERED PLANTING HOLE
AS NEEDED WITH POOR
DRAINAGE (SEE PLANTING
PIT/BED DRAIN DETAIL).
FACE OF WALL OR BUILDING.
NTS
LEAN NURSERY STAKE AGAINST THE WALL. STAKE
TO BE REMOVED AT THE END OF THE MAINTENANCE
(WARRANTY) PERIOD AFTER THE VINE HAS
ATTACHED TO THE WALL.
IJI1►L
BALL.
PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND
VINE
SECTION
PICAL) NTS
NOTES:
1. SEE PLANTING LEGEND FOR GROUNDCOVER SPECIES, SIZE AND SPACING DIMENSION.
2. SMALL ROOTS (Y" OR LESS) THAT GROW AROUND, UP OR DOWN THE ROOT BALL PERIPHERY ARE
CONSIDERED A NORMAL CONDITION IN CONTAINER PRODUCTION AND ARE ACCEPTABLE, HOWEVER THEY
SHOULD BE ELIMINATED AT THE TIME OF PLANTING. ROOTS ON THE PERIPHERY CAN BE REMOVED AT THE
TIME OF PLANTING (SEE ROOT BALL SHAVING DETAIL).
3. SETTLE SOIL AROUND ROOT BALL OF EACH GROUNCOVER PRIOR TO MULCHING.
4. WHEN GROUNDCOVER PLANTINGS ARE USED IN MASSES, ENTIRE BED SHALL BE EXCAVATED AND TILLED
WITH SOIL AMENDMENTS PER SPECIFICATIONS.
5. CONTRACTORS SHALL ASSURE PERCOLATION OF A ALL PLANTING PITS PRIOR TO INSTALLATION.
SETBACK FOR 48" - 60" O.C. /+'/+\/+�
( ` Z PROVIDE MIN. 18" SPACING
SETBACK FOR 36" O.C. 00 BETWEEN DIFFERENT
X. PLANT TYPES.
SETBACK FOR 24" O.C.
NOTE:
X + + +
SETBACK FOR 6" O.C. ALL SHRUBS AND GROUNDCOVER
MASSES TO USE TRIANGULAR
NI oo
SPACING EXCEPT WHERE NOTED
THE ROOT BALL IN 6" LIFTS TO BRACE SHRUB. DO
REFER TO PLANT LIST FOR
4" HIGH X 8" WIDE ROUND - TOPPED
NOT OVER COMPACT. WHEN THE PLANTING HOLE
CURB OR EDGE OF PAVEMENT.
HAS BEEN BACKFILLED, POUR WATER AROUND THE
SOIL BERM ABOVE ROOT BALL
THAN 1" OF MULCH
ROOT BALL TO SETTLE THE SOIL.
3" LAYER OF SETTLED MULCH. NO MORE THAN
ON TOP OF ROOT
1" OF MULCH ON THE TOP OF THE ROOT BALL.
AROUND THE ROOT BALL. BERM
(SEE SPECIFICATIONS FOR MULCH).
FINISHED GRADE.
.''_;..._
..
••;i<�%"i:;�i:;�iiiiiiiiiiiriii
°'
o•
- � � �- PAVEMENT.
.��Si"'�
PERIPHERY.
MULCH).
ROOT >'`•
PRIOR TO MULCHING, LIGHTLY TAMP
FINISHED GRADE.
..
BALL :.`'.............................`::: i::•.`.....'.`.'::.:•.`.:....
SOIL AROUND THE ROOT BALL IN 6"
...................................................::::::::
LIFTS TO BRACE SHRUB. DO NOT
OVER COMPACT. WHEN THE
MODIFIED SOIL.
DEPTH VARIES. (SEE
::::\1`1'
MODIFIED SOIL DEPTH VARIES. SEE PLANTING
,.
:.:.:.iiFi:....
:::........>:c•;:c•::c•::c•::c•;:c•;>:•;>:•;>...;>:............
PLANTING SOIL PLAN).
SOIL PLAN)
/
THE ROOT BALL TO SETTLE THE
............................................................
.........................................................................
SOIL.
4 :17L,
a
�-11
f'T�
SCARIFIED SOIL.
SCARIFIED SOIL.
VINE
SECTION
PICAL) NTS
NOTES:
1. SEE PLANTING LEGEND FOR GROUNDCOVER SPECIES, SIZE AND SPACING DIMENSION.
2. SMALL ROOTS (Y" OR LESS) THAT GROW AROUND, UP OR DOWN THE ROOT BALL PERIPHERY ARE
CONSIDERED A NORMAL CONDITION IN CONTAINER PRODUCTION AND ARE ACCEPTABLE, HOWEVER THEY
SHOULD BE ELIMINATED AT THE TIME OF PLANTING. ROOTS ON THE PERIPHERY CAN BE REMOVED AT THE
TIME OF PLANTING (SEE ROOT BALL SHAVING DETAIL).
3. SETTLE SOIL AROUND ROOT BALL OF EACH GROUNCOVER PRIOR TO MULCHING.
4. WHEN GROUNDCOVER PLANTINGS ARE USED IN MASSES, ENTIRE BED SHALL BE EXCAVATED AND TILLED
WITH SOIL AMENDMENTS PER SPECIFICATIONS.
5. CONTRACTORS SHALL ASSURE PERCOLATION OF A ALL PLANTING PITS PRIOR TO INSTALLATION.
SETBACK FOR 48" - 60" O.C. /+'/+\/+�
( ` Z PROVIDE MIN. 18" SPACING
SETBACK FOR 36" O.C. 00 BETWEEN DIFFERENT
X. PLANT TYPES.
SETBACK FOR 24" O.C.
NOTE:
X + + +
SETBACK FOR 6" O.C. ALL SHRUBS AND GROUNDCOVER
MASSES TO USE TRIANGULAR
NI oo
NTS (Q) SHRUB AND GROUNDCOVER SPACING
SECTION v / PLAN
NTS
�yv
3" LAYER OF SETTLED
SPACING EXCEPT WHERE NOTED
REFER TO PLANT LIST FOR
4" HIGH X 8" WIDE ROUND - TOPPED
INDIVIDUAL PLANT SPACING 'X'.
CURB OR EDGE OF PAVEMENT.
"tel �T�
NTS (Q) SHRUB AND GROUNDCOVER SPACING
SECTION v / PLAN
NTS
�yv
3" LAYER OF SETTLED
YJ'
/���`�
4" HIGH X 8" WIDE ROUND - TOPPED
MULCH. NO MORE
"tel �T�
SOIL BERM ABOVE ROOT BALL
THAN 1" OF MULCH
SURFACE SHALL BE CONSTRUCTED
ON TOP OF ROOT
AROUND THE ROOT BALL. BERM
BALL. (SEE
SHALL BEGIN AT ROOT BALL
SPECIFICATIONS FOR
PERIPHERY.
MULCH).
PRIOR TO MULCHING, LIGHTLY TAMP
FINISHED GRADE.
..
'r ''
SOIL AROUND THE ROOT BALL IN 6"
...................................................::::::::
LIFTS TO BRACE SHRUB. DO NOT
OVER COMPACT. WHEN THE
MODIFIED SOIL.
DEPTH VARIES. (SEE
::::\1`1'
ROOT .:.''.•.•::.:.:.:.:.:.:.:.:.:.:.:.:.:..:.:.:.:.:.:.:.:.:.:.:.:.:.:.:..:.:.:::::::::::::::::
BALL::':::::::::::::::::::::::::::::::::::...................
PLANTING HOLE HAS BEEN
BACKFILLED POUR WATER AROUND
......................................................
............................................................
PLANTING SOIL PLAN).
/
THE ROOT BALL TO SETTLE THE
............................................................
.........................................................................
SOIL.
4 :17L,
a
�-11
f'T�
SCARIFIED SOIL.
ROOT BALL RESTS
ON EXISTING OR
RECOMPACTED SOIL.
SHRUB (TYPICAL)
SECTION
GROUNDCOVERP
BE TRIANGULARLI
MULCH.
PAVEMEP
3" LAYER OF SETTLED MULCH.
FINISHED GRADE.
NTS
GROUNDCOVER PLANTING (TYPICAL
PLAN
PLANTING NOTES:
1. DO NOT STAKE TREES EXCEPT WHERE SPECIFIED BY
LANDSCAPE ARCHITECT. STAKING IS REQUIRED FOR TREES
PLANTED ON SLOPES.
2. WHERE SEVERAL TREES WILL BE PLANTED CLOSE TOGETHER
SUCH THAT THEY WILL LIKELY SHARE ROOT SPACE, TILL IN SOIL
AMENDMENTS TO A DEPTH OF 4-6" OVER THE ENTIRE AREA.
3. FOR CONTAINER GROWN TREES, USE FINGERS OR SMALL HAND
TOOLS TO PULL THE ROOTS OUT OF THE OUTER LAYER OF
POTTING SOIL; THEN CUT OR PULL APART ANY ROOTS CIRCLING
THE PERIMETER OF THE CONTAINER.
4. FOR FIELD GROWN TREES, CUT BURLAP, ROPE AND WIRE
BASKET AWAY FROM TOP AND SIDES OF ROOT BALL.
5. THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT
PREPARED SOIL SEVERAL TIMES DURING THE FIRST MONTH
AFTER PLANTING AND REGULARLY THROUGHOUT THE
FOLLOWING TWO SUMMERS.
6. THE PLANTING PROCESS IS SIMILAR FOR DECIDUOUS AND
EVERGREEN TREES.
7. DO NOT WRAP TRUNK; MARK NORTH SIDE OF TREE IN THE
NURSERY AND LOCATE TO THE NORTH IN THE FIELD.
PLANTING NOTES
A IT('1
8. WIDTH OF PLANTING HOLE IS 3X ROOT BALL AT THE SURFACE,
SLOPING TO 2X THE ROOT BALL DIAMETER AT THE DEPTH OF
THE ROOT BALL.
9. BEFORE PLANTING, ADD 34" OF WELL COMPOSTED LEAVES,
RECYCLED YARD WASTE OR OTHER COMPOST AND TILL INTO
TOP 6" OF PREPARED SOIL. ADD COMPOST AT 20-35% BY
VOLUME TO BACKFILL.
10. PERFORM PERCOLATION TEST FOR EACH TREE PIT TO CONFIRM
THAT WATER DRAINS OUT OF THE SOIL. PROVIDE GRAVEL SUMP
FILTER FABRIC & VENT PIPE IF DRAINAGE DOES NOT OCCUR
WITHIN 24 HOURS. INCLUDE ALL SUMPS IN BASE BID. SHOULD
SUMPS NOT BE NECESSARY AFTER PERCOLATION TEST,
PROVIDE CHANGE ORDER DEDUCT TO OWNER.
11. IF PLANTING HOLES ARE DUG WITH A LARGE AUGER BREAKING
DOWN THE SIDES WITH A SHOVEL CAN ELIMINATE GLAZING AND
CREATE THE PREFERRED SLOPING SIDE.
12. TREES SHALL HAVE SINGLE LEADERS. TREES WITH 2 LEADERS
WILL BE REJECTED.
13. DO NOT PLACE MULCH IN CONTACT WITH TRUNK.
14. PROVIDE GATOR BAGS FOR ALL TREES WHERE IRRIGATION IS
NOT PROVIDED.
BSA LifeStructures
510 Glenwood Ave, Suite 321
Raleigh, NC 27603-1262
ph 919.334.7301 fx 317.819.7288
www.bsalifestructures.com
r�
STEWART
223 S. WEST STREET FIRM LICENSE #: C-1051
SUITE 1100 www.stewartinc.com
RALEIGH, NC 27603
T 919.380.8750
MACON POND
SITE
DEVELOPMENT
PRELIMINARY
SUBDIVISION PLAN
TRANS.NO.XXXXXXXX
\U,
MARK DATE DESCRIPTION
SCALE: N.T.S.
G
\ ot
-�Q�
PLANTING DETAILS
DATE 10/18/2018
BSALS PROJECT NO. 12820004.01
L6.00