SW3240801_Plansheets C0.0-C1.1_20241118

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GR''e� -� TOWN OF WAXHAW PROJECT #: LDCP-2023-00378 ��
-� TOWN OF WAXHAW EROSION CONTROL PERMIT #: SEC-028904-2024 ��
NPDES PERMIT #: NPDES-SW3240801
GUTH8ER7SON ROAD I
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YW INDEX OF SHEETS C5.10 PISA ALLEY STREET PLAN&PROFILE-STA.0+00-7+76 - 05/15/2024 09/20/2024 ``,\\\1,11111/]JJ]'
O I) C5.11 CIANO STREET PLAN&PROFILE-STA.0+00-3+22.83 05/15/2024 09/20/2024 �`-(N �ARp 7�i
W ii SHEET NO. SHEET NAME I ORIGINAL DATE REVISED DATE - - - ��•.•••""'^•.•����i
N J - C5.12 BORGHESE STREET PLANBPROFILE-STA.0+00-4+00 05/15/2024 09/20/2024 �• 19
3�3�" CO.0 COVER SHEET 05/15I2024 10/29/2024 C5.13 BORGHESE STREET PLANBPROFILE-STA.4+00-8+39 05/15/2024 09/20/2024
_ _ e LICENSE NO.:•:
C0.1 SITE DEVELOPMENT NOTES(SHEET 1 OF 2) 05/15/2024 09/20/2024 C5.14 PISTORIA DRIVE PLAN&PROFILE-STA.0+00-8+72 05/15/2024 09/20/2024 = 1 F-1407
C0.2 SITE DEVELOPMENT NOTES(SHEET 2 OF 2) 05/15/2024 09/20/2024 C5.15 ORSINI ALLEY PLAN&PROFILE-STA.0+00-4+16 05/15/2024 09/20/2024 %C^\'•• f
C1.0 EXISTING CONDITIONS 05/15/2024 09/20/2024 C5.16 SICILIAN STREET PLAN&PROFILE-STA.0+00-8+31 s 05/15/2024 09/20/2024 i fq•••'•••••••••'f�C``
VICINITY MAP SCALE:1"=2,000' CI.1 PROJECT&PHASE BOUNDARY EXHIBIT 10/29/2024 C5.17 FLORENTINE STREET PLAN&PROFILE-STA.0+00-6+00 05/1512024 09/20/2024 '';�j�11��„\`\`/
C2.0 OVERALL PHASE SITE PLAN 05/15/2024 09/20/2024 C5.18 FLORENTINE STREET PLAN&PROFILE-STA.6+00-11+87 05/15/2024 09/20/2024
C2.1 OVERALL SITE PLAN(SHEET 1 OF 2) 05/15/2024 09/20/2024 \1\\1111111�/
C5.19 ALDOBRANDINI STREET PLAN&PROFILE-STA.0+00-8+03 05/15/2024 09/20/2024 �0\�j1Y =��`�/
C2.2 OVERALL SITE PLAN(SHEET 2 OF 2) 05/15/2024 09/20/2024 C6.0 OVERALL EROSION CONTROL PHASE 1 PLAN-SHEET 1 OF 3 05/15/2024 10/29/2024 :�:\'�•�• / 9,
C2.3 SITE PLAN(SHEET 1 OF 7) 05/15/2024 09/20/2024 C6.1 OVERALL EROSION CONTROL PHASE 1 PLAN-SHEET 2 OF 3 05/15/2024 10/29/2024 / <'•
C2.4 SITE PLAN(SHEET 2 OF 7) 05/15/2024 09/20/202d /�,E
C6.2 OVERALL EROSION CONTROL PHASE 1 PLAN-SHEET 3 OF 3 05/15120TA o9/zo/zoza 038830
C2.5 SITE PLAN(SHEET 3 OF 7) 05/15/2024 09/20/2024 C6.3 EROSION CONTROL PHASE 1 PLAN-SHEET 1 OF 10 05/15/2024 09/20/2024 .��
C2.8 SITE PLAN(SHEET 0 OF]) 05/15I2024 09I20I202d C6.4 EROSION CONTROL PHASE 1 PLAN-SHEET 2 OF 10 05/15/2024 10/20/2024 ��9Tj F.NCII`�E::::::���\
C2.7 SITE PLAN(SHEET 5 OF]) OS/15I2024 09120I202d C6.5 EROSION CONTROL PHASE 1 PLAN-SHEET 3 OF 10 05/151202d 09/20/2024 i I/W I Rjj111118�
C2.8 SITE PLAN(SHEET 6 OF 7) 05/15/2024 09/20/2024 C6.6 EROSION CONTROL PHASE 1 PLAN-SHEET 4 OF 10 05/15/2024 10/29/2024 2024.10.31 20:40:30-04'00'
C2.9 SITE PLAN(SHEET 7 OF 7) 05/15/2024 09/20/2024 C6.7 EROSION CONTROL PHASE 1 PLAN-SHEET 5 OF 10 05/15/2024 10/29/2024
C2.10 SITE DETAILS(SHEET 1 OF 3) 05/15/2024 C6.8 EROSION CONTROL PHASE 1 PLAN-SHEET 6 OF 10 05/15/2024 10/29/2024 m 1
C2.11 SITE DETAILS(SHEET 2 OF 3) 09/20/2024 C6.9 EROSION CONTROL PHASE 1 PLAN-SHEET 7 OF 10 05/15/2024 10/29/2024
C2.12 SITE DETAILS(SHEET 3 OF 3) 05/15/2024 09/20/2024 C8.10 EROSION CONTROL PHASE 1 PLAN-SHEET 8 OF 10 05/15/2024 09/20/2024
C3.0 OVERALL GRADING PLAN(SHEET 1 OF 2) 05/15/2024 10/29/2024 C6.11 EROSION CONTROL PHASE 1 PLAN-SHEET 9 OF 10 05/15/2024 09/20/2024
C3.1 OVERALL GRADING PLAN(SHEET 2 OF 2) 05/15/2024 10/29/2024 C6.12 EROSION CONTROL PHASE 1 PLAN-SHEET 10 OF 10 05/15/2024 09/20/2024
C3.2 GRADING PLAN(SHEET 1 OF 7) 05/15/2024 10/29/2024 C6.13 OVERALL EROSION CONTROL PHASE 2 PLAN-SHEET 1 OF 3 05/15/2024 10/29/2024
C3.3 GRADING PLAN(SHEET 2 OF 7) 05/15/2024 10/29/2024 C6.14 OVERALL EROSION CONTROL PHASE 2 PLAN-SHEET 2 OF 3 05/15/2024 10/29/2024
C3.4 GRADING PLAN(SHEET 3 OF 7) 05/15/2024 09/20/2024 C6.15 OVERALL EROSION CONTROL PHASE 2 PLAN-SHEET 3 OF 3 05/15/2024 09/20/2024 i
C3.5 GRADING PLAN(SHEET 4 OF 7) 05/15/2024 10/29/2024 C6.16 EROSION CONTROL PHASE 2 PLAN-SHEET 1 OF 10 05/15/2024 09/20/2024 '1
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C3.6 GRADING PLAN(SHEET 5 OF 7) 05/15/2024 10/29/2024 C6.17 EROSION CONTROL PHASE 2 PLAN-SHEET 2 OF 10 05/15/2024 10/29/2024
C3.7 GRADING PLAN(SHEET 6 OF 7) 05/15/2024 10/29/2024 C6.18 EROSION CONTROL PHASE 2 PLAN-SHEET 3 OF 10 05/15/2024 09/20/2024 64 r 64 c
C3.8 GRADING PLAN(SHEET 7 OF 7) 05/15/2024 10/29/2024 C8.19 EROSION CONTROL PHASE 2 PLAN-SHEET 4 OF 10 05/15/2024 10/29/2024 = =
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C4.0 STORM DRAINAGE AREA&PLAN(SHEET 1 OF 7) 05/15/2024 09/20/2024 C6.20 EROSION CONTROL PHASE 2 PLAN-SHEET 5 OF 10 05/15/2024 10/29/2024 w w <W< <
C4.1 STORM DRAINAGE AREA&PLAN(SHEET 2 OF 7) 05/15/2024 09/20/2024 C6.21 EROSION CONTROL PHASE 2 PLAN-SHEET 6 OF 10 05/15/2024 10/29/2024 g Ow S 2 L
C4.2 STORM DRAINAGE AREA&PLAN(SHEET 3 OF 7) 05/15/2024 09/20/2024 C6.22 EROSION CONTROL PHASE 2 PLAN-SHEET 7 OF 10 05/15/2024 10/29/2024 3 u 3 G
C4.3 STORM DRAINAGE AREA&PLAN(SHEET4 OF 7) 05/15/2024 09/20/2024 C6.23 EROSION CONTROL PHASE 2 PLAN-SHEET 8 OF 10 05/15/2024 09/20/2024 O O O O d
C4.4 STORM DRAINAGE AREA&PLAN(SHEET 5 OF 7) 05/15/2024 09/20/2024 C6.24 EROSION CONTROL PHASE 2 PLAN-SHEET 9 OF 10 05/15/2024 09/20/2024 O 2 O IN
C4.5 STORM DRAINAGE AREA&PLAN(SHEET 6 OF 7) 05/15/2024 09/20/2024 C6.25 EROSION CONTROL PHASE 2 PLAN-SHEET 10 OF 10 05/15/2024 09/20/2024 w w w w is
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C4.6 STORM DRAINAGE AREA&PLAN(SHEET 7 OF 7) 05/15/2024 09/20/2024 C6.26 EROSION CONTROL DETAILS-SHEET 1 OF 4 05/15/2024 09/20/2024 p
C4.7 SCM 1-WET POND PLAN 05/15/2024 10/29/2024 C6.27 EROSION CONTROL DETAILS-SHEET 2 OF 4 05/15/2024 09/20/2024 w 5/ 5/ 5 g g
C4.8 SCM 2-WET POND PLAN 05/15/2024 10/29/2024 C6.28 EROSION CONTROL DETAILS-SHEET 3 OF 4 05/15/2024 10/29/2024
C4.9 SCM 3-SAND FILTER PLAN 05/15/2024 10/29/2024 C6.29 EROSION CONTROL DETAILS-SHEET4 OF 4 05/15/2024 74 A A 'q` 'q`
C4.10 SCM 4-WET POND PLAN 05/15/2024 10/29/2024 C7.0 SIGNAGE PLAN-SHEET I OF 2 05/15/2024 09/20/2024 < g g w
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C4.11 SCM 5-WET POND PLAN 05/15/2024 10/29/2024 C7.1 SIGNAGE PLAN-SHEET 2 OF 2 05/15/2024 09/20/2024
C4.12 STORM SYSTEM A 05/15/2024 09/20/2024 C8.0 TREE PRESERVATIONS PLAN-SHEET 1 OF 2 05/15/2024 09/20/2024 z w ,,, 4 -
C4.13 STORM SYSTEM B,D,H,&I 05/15/2024 10/29/2024 C8.1 TREE PRESERVATIONS PLAN-SHEET 2 OF 2 05/15/2024 09/20/2024
C4.14 STORM SYSTEM C(SHEET 1 OF 4) 05/15/2024 09/20/2024 C9.0 FIRE ACCESS PLAN 05/15/2024 09/20/2024 2
C4.15 STORM SYSTEM C(SHEET 2 OF 4) 05/15/2024 09/20/2024 C9.1 SU-30 TURNING MOVEMENT PLAN 05/15/2024 09/20/2024 Q
C4.16 STORM SYSTEM C(SHEET 3 OF 4) 05/15/2024 10/29/2024 L1.0 LANDSCAPE PLAN-SHEET 1 OF 8 05/15/2024 09/20/2024 Q
C4.17 STORM SYSTEM C(SHEET 4 OF 4) 05/15/2024 09/20/2024
( L1.1 LANDSCAPE PLAN-SHEET 20F8 05/1512026 09/20/2024
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C4.18 STORM SYSTEM E(SHEET 1 OF 6) 05/1512024 09I2012024 L1.2 LANDSCAPE PLAN-SHEET 3 OF 8 05/1512026 09/20/2024
FINANCIAL RESPONSIBILITY: C4.19 STORM SYSTEM E(SHEET 2 OF 6) 05/15/2024 09120I2024 L1.3 LANDSCAPE PLAN-SHEET 4 OF 8 05/15/2024 09/20/2024 OF
OWNER: SHEA HOMES CAROLINAS C4.20 STORM SYSTEM E(SHEET 3 OF 6) 05/15/2024 09/20/2024 L1.4 LANDSCAPE PLAN-SHEET 5OF 8 05/15/2024 09/20/2024
ADDRESS: 10130 PERIMETER PARKWAY SUITE 300 C4.21 STORM SYSTEM E(SHEET 4 OF 6) 05/15/2024 09/20/2024 L1.5 LANDSCAPE PLAN-SHEET 6 OF 8 05/15/2024 09/20/2024
CHARLOTTE,NC 28216
PHONE: [phone] C4.22 STORM SYSTEM E(SHEET 5 OF 6) 05/15/2024 09/20/2024 L1.6 LANDSCAPE PLAN-SHEET 7 OF 8 05/15/2024 09/20/2024
CONTACT: JAY SEYMOURE C4.23 STORM SYSTEM E(SHEET 6 OF 6) 05/15/2024 09/20/2024 L1.7 LANDSCAPE PLAN-SHEET 8 OF 8 05/15/2024 09/20/2024 LLI
FAX: [e-mail] Cn
C4.24 STORM SYSTEM F(SHEET 1 OF 2) 05/15/2024 09/20/2024 L2.0 LANDSCAPE NOTES&DETAILS 05/15/2024 09/20/2024 w
ENGINEERING FIRM: ESP ASSOCIATES,INC. C4.25 STORM SYSTEM F(SHEET 2 OF 2) 05/15/2024 09/20/2024 A.1 ALTA BOUNDARY SURVEY-SHEET 1 OF 2 9/10/2022 W
ADDRESS: 3475 LAKEMONT BLVD. C4.26 STORM SYSTEM G 05/15/2024 09/20/2024 A.2 ALTA BOUNDARY SURVEY-SHEET 2 OF 2 9/10/2022 '= II
FORT MILL,SC 29708 C4.27 STORM SYSTEM J 05/15/2024 09/20/2024 T.1 TOPOGRAPHIC SURVEY-SHEET I OF 2 11/27/2023 Cr)
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PHONE: [phone] �4•�
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CONTACT: MATTHEW R.REIKING,PE C4.28 BYPASS CULVERT&BMP OUTFACES 05/15/2024 10/29/2024 1.2 TOPOGRAPHIC SURVEY-SHEET 2 OF2 11/27/2023 IX
FAX: [e-mail] C5.0 ADELINA BLVD&FUTURE ROAD PLAN&PROFILE-STA.0+00-8+00 05/15/2024 09/20/2024 S1.0 REZONING 4/10/2023 w Z
e. C5.1 ADELINA BLVD PLAN&PROFILE-STA.8+00-19+10 05/15/2024 09/20/2024
DEVELOPER: SHEA HOMES CAROLINAS O J
ADDRESS: 10130 PERIMETER PARKWAY SUITE 300 C5.2 SHETLAND AVE PLAN&PROFILE-STA.0+00-8+00 05/15/2024 09/20/2024 w
CHARLOTTE,NC 28216 C5.3 SHETLAND AVE PLAN&PROFILE-STA.6+00-10+82.21 05/15/2024 09/20/2024 Q
PHONE: [phone] C5.4 PAMPHILI DRIVE PLAN&PROFILE-STA.0+00-7+00 05/15/2024 09/20/2024 Q
CONTACT: JC CHAMPION
C5.5 TOLOMEI ALLEY&SAN MINIATO STREET-PLAN&PROFILE 05/15/2024 09/20/2024
FAX: [e-mail] z
C5.6 MILINESE ALLEY PLAN&PROFILE-STA.16+00-24+00 05/15/2024 09/20/2024
• REVIEW AGENCY: UCPW0
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�' C5.7 GENOESE DRIVE PLAN&PROFILE-STA.24+00-31+00 05/15/2024 09120I202d
ADDRESS: UNION COUNTY GOVERNMENT CENTER,
500 N MAIN ST,MONROE NC,28112 C5.8 GENOESE DRIVE PLAN&PROFILE-STA.31+00-38+78.33 05/15/2024 09/20/2024 U
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• PHONE: [phone] C5.9 PRATO STREET PLAN&PROFILE-STA.0+00-4+15 05/15/2024 09/20/2024 IL
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• REVIEW AGENCY: TOWN OF WAXHAW PLANNING DEPT.
ADDRESS: 1150 N.BROOME STREET,PO BOX 6 w
WAXHAW,NC 28173 x
PHONE: [phone] EXT.225 rn
PROJECT INFORMATION
Ot• PROPERTY OWNER 1: SHEA HOMES CAROLINAS
PROJECT MANAGER: MRR
ADDRESS: 10130 PERIMETER PARKWAY SUITE 300
N CHARLOTTE,NC 28216 811
' DESIGNED BY: SAV
A PHONE: [phone] DRAWN BY: SAV
3 CONTACT: JC CHAMPION ` PROJECT NUMBER: 23.00609
\�� ORIGINAL DATE: 05/15/2024
THIS SET IS CURRENT THROUGH SHEET DATE 10/29/2024 Know
Call before you al9. SHEET:
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DEMOLITION NOTES:
NOTES: m m m m r _-,
EXISTING CONDITIONS NOTES: STORM DRAINAGE NOTES N o E y i g N 8
1. THE PURPOSE OF THIS PLAN IS FOR DEMOLITION ONLY. 1. ESTIMATED START DATE:JANUARY,2025 m m
1. THIS MAP IS NOT INTENDED TO BE A BOUNDARY SURVEY. A.GENERAL NOTES ESTIMATED COMPLETION DATE:JANUARY,2027 < 0 U R m .0 3 $
2. ALL NECESSARY PERMITS FOR DEMOLITION SHALL BE OBTAINED BY THE CONTRACTOR PRIOR S LL .9V
2. THIS PROPERTY IS ZONED R4 CZ AND CC CZ WITH ADMINISTRATIVE APPROVAL DATED NOVEMBER 28,2( TO BEGINNING WORK.CONTRACTOR SHALL PROTECT ALL ADJACENT LANDS FROM DAMAGE 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE NCDOT STANDARD 2. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH INSPECTOR. W
3. EXISTING TOPOGRAPHICAL DATA OBTAINED FROM"TOPOGRAPHY SURVEY OF:WEST FORK FARM,LLC DURING DEMOLITION WORK.ANY OFF-SITE AREAS DISTURBED SHALL BE RETURNED TO A SPECIFICATIONS UNLESS OTHERWISE SPECIFIED IN THIS MANUAL.ALL CONCRETE USED FOR DRAINAGE
(F/K/A EVELYN LEWIS FAMILY LIMITED PARTNERSHIP)"BY ESP ASSOCIATES,INC.DATED NOVEMBER 27, CONDITION EQUAL TO OR BETTER THAN THE EXISTING CONDITION. STRUCTURES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3600 PSI AT 28 DAYS.THIS 3. ALL ROAD IMPROVEMENTS AT ARE TO BE COORDINATED WITH THE NCDOT AND TOWN OF WAXHAW ENGINEERING DEPARTMENT PRIOR TO
2023&"TOPOGRAPHY SURVEY"BY ESP ASSOCIATES,INC.DATED NOVEMBER 27,2023. REQUIREMENT SHALL BE PROVIDED REGARDLESS OF ANY LESSER COMPRESSIVE STRENGTH SPECIFIED =MI
3. NO DEMOLITION EXPOSING SOILS PRIOR TO PRE-CONSTRUCTION MEETING. IN THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADS CONSTRUCTION.
4. VERTICAL DATUM BASED ON NAVD 88. AND STRUCTURES.
4. BUILDINGS AND APPURTENANCES DESIGNATED FOR DEMOLITION SHALL NOT BE DISTURBED BY 4. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED.
5. BOUNDARY LINE INFORMATION TAKEN FROM PRELIMINARY BOUNDARY SURVEY ENTITLED:"ALTA/NSPS THE CONTRACTOR UNTIL HE HAS BEEN FURNISHED WITH A NOTICE OF POSSESSION AND 2. REINFORCED CONCRETE PIPE MAY BE USED IN ALL STORM DRAIN APPLICATIONS.HIGH DENSITY
LAND TITLE SURVEY OF:WEST FORK FARM,LLC(F/K/A EVELYN LEWIS FAMILY LIMITED PARTNERSHIP)"I APPROVAL TO PROCEED BY THE DEVELOPER.FOUNDATIONS,FLOORS,FLOOR SLABS,AND POLYETHYLENE PIPE(HDPE)MAY BE SUBSTITUTED FOR PIPE DIAMETERS OF 48 INCHES OR LESS. 5. DEVELOPER WILL PROVIDE STREET SIGNS PER TOWN OF WAXHAW STANDARDS
ESP ASSOCIATES,INC.,DATED NOVEMBER 27,2023. BASEMENTS SHALL BE REMOVED TO A MINIMUM OF ONE FOOT BELOW GRADE OF THE CULVERTS BO INCHES IN DIAMETER OR GREATER MAY BE CORRUGATED ALUMINIZED METAL PIPE(CAMP)
SURROUNDING AREA OR TO A DEPTH REQUIRED TO ACCOMMODATE PROPOSED STRUCTURES OR ALUMINUM WITH A MINIMUM 14 GAUGE METAL
6. SUBJECT DEED REFERENCE:DB 1484 PG 535,DB 1484 PG 537,DB 376 PG 137 AND UTILITIES. 6. IN ROLLING AND HILLY TERRAINS,SWEEPING OF THE STONE BASE AND/OR APPLICATION OF A TACK COAT MAY BE REQUIRED NEAR INTERSECTIONS.
3. ALL PIPE SHALL BE LAID WITH THE BELL OR GROOVE UPGRADE AND THE JOINT ENTIRELY THESE REQUIREMENTS WILL BE ESTABLISHED BY THE INSPECTOR AND BASED ON FIELD CONDITIONS.
T. SUBJECT TAX PARCELS:06159010&06162017 5. DEMOLITION MATERIALS NOT SUITABLE FOR FILL MATERIAL SHALL BE LEGALLY DISPOSED OF INTERLOCKING. PMTMIII
OFFSITE.ALL DEBRIS SHALL BE HAULED OFF-SITE TO A DISPOSAL AREA APPROVED BY THE T. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES.WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, `
8. SITE ADDRESS:0 PROVIDENCE ROAD,WAXHAW,NC 28173 STATE OF NORTH CAROLINA FOR THE HANDLING OF DEMOTION DEBRIS. 4. THE MINIMUM COVER FOR ALL PIPES IS TWO(2)FEET MEASURED FROM THE FINAL SURFACESPECIAL
APPLICATIONS FOR LESS THAN TWO(2)FEET OF COVER WILL BE REVIEWED AND APPROVED BY THE CITY PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS.
9. THE SUBJECT PARCEL IS GRAPHICALLY LOCATED WITHIN ZONE"X"(WITH BASE FLOOD ELEVATOR OR 6. TANKS SHALL BE COMPLETELY REMOVED AND BASEMENTS SHALL BE CLEARED OF ALL DEBRIS ENGINEER INDIVIDUALLY.THE MAXIMUM COVER FOR STORM DRAINAGE PIPES SHALL AT A MINIMUM
DETPH)-AREAS DETERMINED TO BE OUTSIDE THE 0.2%ANNUAL CHANCE FLOODPLAIN,PER FEMA MAP APPLIANCES,WOOD OR METAL PARTITIONS,WOOD FLOORS,ETC.,SO THAT ONLY MASONRY COMPLY WITH THE REQUIREMENTS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION 8. IN ORDER TO ENSURE PROPER DRAINAGE,KEEP A MINIMUM OF 0.5%SLOPE ON THE CURB.
NUMBER 371045900K WITH AN EFFECTIVE DATE OF SEPTEMBER 2,2015. WALLS AND CONCRETE BASEMENT FLOORS REMAIN.ALL FLOOR SLABS AND MASONRY WALLS HIGHWAY DESIGN BRANCH ROADWAY DESIGN MANUAL,PART I,SECTION 5,AND"DRAINAGE DESIGN".
TO REMAIN SHALL BE BROKEN UP AND USED AS FILL AS DIRECTED BY THE GEOTECHNICAL STORM PIPE DESIGN THAT EXCEEDS THESE CRITERIA MAY BE APPROVED AT THE DISCRETION OF THE
10. WETLANDS LOCATIONS AS SHOWN TAKEN FROM"FIGURE 5:PJD FIELD SKETCH(LIDAR)"PROVIDED BY ENGINEER.THE CONTRACTOR SHALL COMPLY WITH ALL REGULATIONS APPLICABLE TO THE CITY ENGINEER. 9. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OF WAY IF DEEMED NECESSARY BY THE INSPECTOR. �
KIMLEY HORN,DATED APRIL,2023 REMOVAL AND DISPOSAL OF UNDERGROUND TANKS.
5. ALL PIPES IN STORM DRAIN STRUCTURES SHALL BE FLUSH WITH THE INSIDE WALL. 10. CURB AND GUTTER SHOWN ON PLANS MAY BE ADJUSTED BASED UPON FIELD STAKING BY TOWN ENGINEERING.ASSOCIATED STORM DRAINAGE MAY
11. PROJECT LOCATED WITHIN THE CATAWBA WATERSHED T. ALL MATERIAL EXCEPT THAT BELONGING TO A PUBLIC OR PRIVATE UTILITY COMPANY SHALL `11111111CIA11//T4j'''
BECOME THE PROPERTY OF THE CONTRACTOR.THE CONTRACTOR SHALL NOTIFY PIEDMONT ALSO REQUIRE MODIFICATION BASED UPON FIELD CONDITIONS. N •R�
12. PROJECT BENCHMARK: NATURAL GAS,UNION COUNTY WATER,AND DUKE POWER WHEN WATER,GAS,AND ELECTRIC 8. ALL STORM DRAIN STRUCTURES OVER THREE(3)FEET AND SIX(8)INCHES IN HEIGHT MUST HAVE STEPS `CAI,...• •• /,.
NC GRID COORDINATES METERS ARE READY FOR REMOVAL AND SHALL BE RESPONSIBLE FOR DISCONNECTING ALL IN ACCORDANCE WITH STANDARD DETAILS SET FORTH IN THIS MANUAL. ` �• •• "`•-9
NAD 80I2011 11. THE PURPOSE OF THE STORM DRAINAGE EASEMENT(SDE)IS TO PROVIDE STORM WATER CONVEYANCE BUILDINGS ARE NOT PERMITTED IN THE •1
N.446,775.30 UTILITIES IN COMPLIANCE WITH UNION COUNTY REQUIREMENTS. T. THE INTERIOR SURFACES OF ALL STORM DRAINAGE STRUCTURES SHALL BE POINTED UP AND EASEMENT AREA.ANY OTHER OBJECTS WHICH IMPEDE STORM WATER FLOW OR SYSTEM MAINTENANCE ARE ALSO PROHIBITED. ? SE NO.: -
SMOOTHED TO AN ACCEPTABLE STANDARD USING MORTAR MIXED TO MANUFACTURER'S
8. ALL STRUCTURES NOT LABELED FOR DEMOLITION SHALL BE PROTECTED FROM DAMAGE DURING I407
ALL PHASES OF CONSTRUCTION.ANY STRUCTURES THAT ARE TO REMAIN THAT ARE DAMAGED SPECIFICATIONS. 12. THE OWNERSHIP AND MAINTENANCE RESPONSIBILITY OF THE OPEN SPACES,TAILS,AND THE WATER QUALITY PONDS,SHALL BE THE RESPONSIBLITY OF 1
RETAINING WALL NOTES SHALL BE REPAIRED BY THE CONTRACTOR TO A CONDITION EQUAL TO OR BETTER THAN THE THE ADELINA HOMEOWNERS ASSOCIATION. 1.1rt 3
8. STORM DRAINAGE PIPING SHALL BE PLACED IN A STRAIGHT ALIGNMENT AT UNIFORM GRADE NO �1�i Sq .•• f.``:
EXISTING CONDITION AT NO ADDITIONAL COST.THE OWNER AND ENGINEER SHALL BE .Z.
CHANOLES,OR OTHER
1.CONTRACTOR IS
CONSTRUCTIONCERTIFIEDIBLE FOR HAVING ALL RETAINING BYA REGISTEREDPROFESSIO AL4ENGNEEREXPERENCEDANDQUALIFIEDIN ALLS DESIGNED,SEALED,AND IMMEDIATELY NOTIFIED OF DAMAGE TO ANY EXISTING STRUCTURE. JUNCTIIIONSTHAT PROVDEAPPROPRIA ECLEANOUTACC SS.THE MES IN ALIGNMENT SHALL BE ALLOWED EXCEPT AT CATCH IAXIM MNS,AXIMUMLENGTH BETWEEN 13. HIGH-DENSITY POLYETHYLENE(HOPE)STORM DRAINAGE PIPE INSTALLED WITHIN EXISTING OR PROPOSED PUBLIC STREET RIGHT-OF-WAY MUST BE 'Y:.4::s1,:,s,FE,0_N
C A������11111�,SUCH WORK IN THE PROJECT LOCATION. 9. CONSTRUCTION ENTRANCE AND PERIMETER EROSION CONTROL MASURES,SUCH AS SILT ACCESS POINTS IS 300 LINEAR FEET. APPROVED BV THE TOWNS INSPECTOR PRIOR TO ANV BACKFILL BEING PLACED.BACKFILL MATERIAL MUST 8E APPROVED BY THE TOWN INSPECTOR
FENCE,PER THE APPROVED EROSION CONTROL PLANS SHALL BE INSTALLED PRIOR TO PRIOR TO PLACEMENT OF THE MATERIAL WITHIN THE PUBLIC STREET RIGHT-OF-WAY. y�y /2 AND LOCALCONTRACTOR IS BUILDNG COES.E FOR OBTAINING A BUILDING PERMIT FOR RETAINING WALLS)PER STATE DEMOLITION OPEATIONS. 9 CURRENT EDITION OF THE TOWN OF WAXHAW LAND DEVELLOPMNT STANDARDS MANUALALL FRAMES,GRATES,RINGS,COVERS,ETC.,MUST CONFORM TO THE STANDARDS SET OAND THERTH IN HE \`��O ,I r�- ��
10. NECESSARY BARRICADES,SUFFICIENT LIGHTS,SIGNS,AND OTHER TRAFFIC CONTROL METHODS NORTH CAROLINA DEPARTMENT OF TRANSPORTATION(NCDOT(ROADWAY STANDARD DRAWINGS, 14. THE DEVELOPER SHALL MAINTAIN EACH STREAM,CREEK,OR BACKWASH CHANNEL IN AN UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE /•.
3.CONTRACTOR AND CONTRACTOR'S REGISTERED PROFESSIONAL ENGINEER ARE RESPONSIBLE FOR AS MAY BE NECESSARY FOR THE PROTECTION AND SAFETY OF THE PUBLIC SHALL BE PROVIDED DETAILS,AND OTHER RESOURCES. CHANNEL AND BANKS OF THE STREAM ALL DEBRIS,LOGS,TIMBER,JUNK AND OTHER ACCUMULATIONS. j/' /9,. '._
PERFORMING OR CAUSING TO BE PERFORMED ANY REQUIRED TESTS,STUDIES,ANALYSIS,ETC THAT MAY AND MAINTAINED THROUGHOUT THE LIFE OF THE PROJECT. / SEAL -_
BE NEEDED TO SUPPORT THE DESIGN OF THE RETAINING WALLS INCLUDING GLOBAL STABILITY 10.ALL GRADED CREEK BANKS AND SLOPES SHALL BE AT A MAXIMUM OF TWO(2)FEET HORIZONTAL TO 15. ANY CONSTRUCTION OR USE WITHIN THE FUTURE CONDITIONS FLOOD FRINGE LINE IS SUBJECT TO THE RESTRICTIONS IMPOSED BY THE FLOODWAY
ANALYSIS,TRIAXIAL SHEAR TESTS,AND OTHER TESTS,STUDIES,ANALYSIS,ETC AS MAY BE IDENTIFIED ONE(1)FOOT VERTICAL(2:1)AND NOT TO EXCEED 10'WITHOUT TERRACING OR THE SLOPES SHALL BE 038830 i =
DURING THE DESIGN OF THE WALLS-MINIMUM REQUIREMENTS INCLUDE THE FOLLOWING: DESIGNED BY A PROFESSIONAL GEOTECHNICAL ENGINEER AND APPROVED BY THE CITY ENGINEER ON A REGULATIONS OF THE TOWN OF WAXHAW AND UNION COUNTY.
CASE BY CASE BASIS. i9T 1 FNC INE'�\4'�C`
A.COMPONENT TEST BMP NOTES: B.HIGH DENSITY POLYETHYLENE PIPE(HOPE) 16. PE SEALED SHOP DRAWINGS FOR RETAINING WALL MUST BE SUBMITTED TO CITY ENGINEER PRIOR TO CONSTRUCTION. %�NeWI R11RF`1,,
REINFORCED ZONE SOILS STANDARD PROCTOR EMBANKMENT FILL MATERIALS
ATTERBERG LIMITS 1. THE PRODUCT USED SHALL BE CORRUGATED EXTERIOR/SMOOTH INTERIOR PIPE(TYPE 3), 17. "AS-BUILT"DRAWINGS AND PLANS OF THE STORM DRAINAGE SYSTEM,INCLUDING DESIGNED DITCHES,MUST BE SUBMITTED PRIOR TO SUBDIVISION FINAL 2024.09.26 09:39:54-04'00'
GRAIN SIZE ANALYSIS 1. BORROW MATERIAL SHALL BE CLASSIFIED AS ML,MH,CL OR CH SOILS ACCORDING TO THE UNIFIED CONFORMING TO THE REQUIREMENTS OF AASHTO SPECIFICATION M294(LATEST EDITION)FOR INSPECTION TO THE TOWN/COUNTY ENGINEERING DEPARTMENT IN ACCORDANCE WITH THE CITY/COUNTY SUBDIVISION ORDINANCE.
TRIAXIAL SHEAR SOIL CLASSIFICATION SYSTEM(ASTM 02487)OR ANY MIXTURE OF THESE SOILS. CORRUGATED POLYETHYLENE PIPE. m
RETAINED ZONE SOILS STANDARD PROCTOR 2. BORROW MATERIALS SHALL HAVE A LIQUID LIMIT(LL)BETWEEN 40 AND 60 AND A PLASTICITY INDEX 2. BELL AND SPIGOT JOINTS SHALL BE REQUIRED ON ALL PIPES INSIDE THE RIGHT-OF-WAY.BELLS 18. PRIOR TO CO,SURVEYOR SEALED AS-BUILT DRAWINGS OF ALL WATER QUALITY BMP'S AND DETENTION SYSTEMS MUST BE PROVIDED.
ATTERBERG LIMITS (PI)BETWEEN 15 AND 30(ASTM 04318).
GRAIN SIZE ANALYSIS SHALL COVER AT LEAST TWO FULL CORRUGATIONS ON EACH SECTION OF PIPE.THE BELL AND
TRIAXIAL SHEAR 3. MATERIAL SHALL BE FREE OF TOPSOIL,ORGANIC MATERIAL,ROOTS,STUMPS,BRUSH,ROCKS SPIGOT JOINT SHALL HAVE AN"0"RING RUBBER GASKET MEETING ASTM F477 WITH THE GASKET 19. PRIOR TO PLAT RECORDATION,OFFSITE RIW AND/OR CONSTRUCTION EASEMENTS ARE REQUIRED TO BE OBTAINED ACCORDING TO THE GUIDELINES OF
LARGER THAN 31NCHE5,SUBSOIL,DEBRIS,VEGETATION AND OTHER FOREIGN MATERIAL. FACTORY INSTALLED,PLACED ON THE SPIGOT END OF THE PIPE.PIPE JOINTS SHALL MEET ALL THE"OFFSITE R/W ACQUISITION PROCESS".THESE NEEDED RIW AND CONSTRUCTION LIMITS ARE CLEARLY SHOWN ON THE ROADWAY IMPROVEMENT
FOUNDATION BEARING ZONE SOILS STANDARD PROCTOR REQUIREMENTS OF AASHTO M294. PLAN.
ATTERBERG LIMITS 4. ALL MATERIAL CLODS SHALL BE BROKEN DOWN WITH TILLERS AND/OR DISCS TO PROVIDE
GRAIN SIZE ANALYSIS HOMOGENEOUS SOIL THAT IS FREE OF CLAY CLODS GREATER THAN 3 INCHES IN DIAMETER. 3. ALL HDPE PIPE INSTALLED MUST BE INSPECTED AND APPROVED BY THE CITY'S INSPECTOR PRIOR TO
TRIAXIAL SHEAR ANY BACKFILL BEING PLACED.THE CITY INSPECTOR MUST BE PRESENT DURING THE BACKFILLING 20.PER THE TOWN OF WAXHAW I UNION COUNTY POST CONSTRUCTION CONTROLS ADMINISTRATIVE MANUAL,ALL REQUIRED NATURAL AREAS AND/OR POST
B.WALL DESIGN STABILITY ANALYSIS EMBANKMENT CONSTRUCTION OPERATION AS WELL. CONSTRUCTION CONTROLS EASEMENTS(PCCES)MUST BE RECORDED PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY.
FAILURE TYPE GLOBAL STABILITY STEP 1:SUBGRADE PREPARATION4. BACKFILL MATERIAL USED TO INSTALL HOPE PIPE WITHIN THE STREET RIGHT-OF-WAY SHALL BE SELECT 21.NON-STANDARD ITEMS(IE:PAVERS,IRRIGATION SYSTEMS,ETC.)IN THE RIGHT-OF-WAY REQUIRE A RIGHT-OF-WAY ENCROACHMENT AGREEMENT WITH THE
SLIDING MATERIAL,CLASS II-IV,AS DEFINED BY SECTION 1016-3 OF THE NORTH CAROLINA DEPARTMENT OF OVERTURNING TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES.UPON SUBMITTAL OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BEFORE INSTALLATION.FOR TOWN OF WAXHAW MAINTAINED STREETS,CONTACT UNION COUNTY
ECCENTRICITY 1. COMPACT SUBGRADE TO DENSITY REQUIREMENTS FOR SUBSEQUENT FILL MATERIALS. WRITTEN CERTIFICATION OF MATERIAL SUITABILITY BY A LICENSED GEOTECHNICAL ENGINEER,
BEARING FAILURE NCDOT CLASS I SELECT MATERIAL MAY BE USED.ALL BACKFILL MATERIAL SHALL BE APPROVED 22.SIDEWALK WITHIN THE TOWNS RIW THAT REQUIRES REPLACEMENT AS A PART OF THE DEVELOPMENT AND/OR STREET IMPROVEMENTS SHOULD BE x
EXCESSIVE SETTLEMENT 2. CUT OUT SOFT AREAS OF SUBGRADE NOT CAPABLE OF COMPACTION IN PLACE.
BY THE CITY INSPECTOR PRIOR TO PLACEMENT OF THE MATERIAL WITHIN THE STREET RIGHT-OF-WAY. PHASED IN SUCH A WAY AS TO MINIMIZE THE DURATION OF THE SIDEWALK CLOSURE TO THE EXTENT FEASIBLE.THE DEVELOPER SHOULD MAKE EVERY
INTERNAL STABILITY 3. SCARIFY SUBGRADE SURFACE TO A DEPTH OF B INCHES. ATTEMPT TO HAVE SIDEWALK REPAIRED AND REOPENED FOR PUBLIC USE WITHIN 30 DAYS OF REMOVAL.
OUTSIDE INFLUENCING FORCES INCLUDED IN DESIGN 5. THE MINIMUM LENGTH OF HDPE PIPE PERMITTED FOR USE SHALL BE FOUR(4)FEET.HDPE FLARED END 12
4. PROOF ROLL SUBGRADE TO IDENTIFY SOFT SPOTS:FILL AND COMPACT TO DENSITY EQUAL TO OR SECTIONS ARE NOT ALLOWED. u.
C.OTHER INFORMATION FOR EACH COMPONENT(REINFORCED,RETAINED,AND FOUNDATION): 23.ANY WORK WITHIN THE TOWNS RIW THAT REQUIRES CLOSURE OF SIDEWALK OR TRAVEL LANE MUST BE APPROVED BY NCDOT AND WILL REQUIRE A RIW 3
GREATER THAN REQUIREMENTS FOR SUBSEQUENT FILL MATERIAL
FRICTION ANGLE(PHI)PROVIDED BY GEOTECHNICAL ENGINEER 6. ALL HDPE PIPE INSTALLED SHALL BE THIRD PARTY CERTIFIED AND SHALL BEAR THE PLASTIC PIPE USE PERMIT OR RIW LEASE DEPENDING UPON THE PROPOSED DURATION OF CLOSURE.THESE APPROVALS ARE IN ADDITION TO SITE APPROVALS AND
COHESION COEFFICIENT(C)PROVIDED BY GEOTECHNICAL ENGINEER STEP 2:SEEPAGE KEY PLACEMENT INSTITUTE'S(PPI)CERTIFICATE STICKER. SHOULD BE COORDINATED WITH NCDOT PRIOR TO CONSTRUCTION.CONTRACTOR SHALL MAKE EVERY EFFORT S TO CONSTRUCT IMPROVEMENTS WITH 3
SOIL UNIT WEIGHT PROVIDED BY GEOTECHNICAL ENGINEER MINIMAL IMPACT TO DRIVERS AND PEDESTRIANS. O
RECOMMENDED LATERAL EARTH PRESSURE COEFFICIENTS PROVIDED BY 1. SEEPAGE KEY TRENCH WILL BE LOCATED BETWEEN EMBANKMENT ABUTMENTS. C.REINFORCED CONCRETE.
GEOTECHNICAL ENGINEER 24.RIGHT-OF-WAY CLOSURES LONGER THAN 30 DAYS REQUIRE ARM LEASE AGREEMENT WHICH WILL INCLUDE THE SUBMITTAL OF A TRAFFIC CONTROL O
SOIL CLASSIFICATION PROVIDED BY ENGINEER 2. SEEPAGE KEY SHALL EXTEND TO A MINIMUM DEPTH OF 4 FEET OR AS REQUIRED THROUGH 1. ALL CONCRETE SHALL BE AT LEAST 3600 PSI.PRIOR APPROVAL SHALL BE OBTAINED IN ORDER TO USE
GEOTECHNICAL SEEPAGE ANALYSIS.A MINIMUM BOTTOM TRENCH WIDTH SHALL BE 10 FEET AND THE PRE-CAST STORM DRAINAGE STRUCTURES IN ANY STREET RIGHT-OF-WAY BY CITY ENGINEER. PLAN.TRAFFIC CONTROL PLANS REQUIRED THROUGH A LEASE AGREEMENT MAY BE DIFFERENT FROM THE ONE REQUIRED DURING THE LAND w
4.CONTRACTOR IS RESPONSIBLE FOR HAVING THE REGISTERED PROFESSIONAL ENGINEER WHO DESIGNED TRENCH SIDEWALLS SHALL BE SLOPED OR BENCHED TO PROMOTE STABILITY AND BONDING DEVELOPMENT PLAN REVIEW AND ARE SUBJECT TO REVISIONS.THE REVISED TRAFFIC CONTROL PLANS MUST BE SUBMITTED AS PART OF THE LEASE
THE RETAINING WALLS CERTIFY THAT THE RETAINING WALLS WERE BUILT AND ARE IN CONFORMANCE BETWEEN THE SIDEWALL SOILS AND SEEPAGE KEY FILL 2. CONCRETE PIPE USED WITHIN THE STREET RIGHT-OF-WAY SHALL BE A MINIMUM OF CLASS III AGREEMENT PROCESS FOR APPROVAL PRIOR TO START OF RAN CLOSURES.CONTRACTOR SHALL CONTACT NCDOT.
WITH THE RETAINING WALL DRAWINGS,THESE SPECIFIC NOTES,AND THE CONSTRUCTION DOCUMENTS. REINFORCED CONCRETE PIPE,WITH A MINIMUM DIAMETER OF FIFTEEN(15)INCHES(EIGHTEEN(18) - i
STEP 3:EMBANKMENT FILL PLACEMENT INCHES MINIMUM ON CROSS DRAIN CULVERTS WITHIN THE ETJ).INSTALLATION OF CLASS IV OR 25.THE DEVELOPER SHALL CONTACT THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION TO IDENTIFY ANY CONFLICTS WITH TRAFFIC SIGNALIZATION
5.CONTRACTOR AND HIS REGISTERED PROFESSIONAL ENGINEER MAY NOT EXCLUDE OR ASSIGN TO HIGHER CONCRETE PIPE SHALL BE IDENTIFIED ON THE AS-BUILT PLAN AND THE CITY INSPECTOR SHALL
OTHERS ANY OF THE OBLIGATIONS OR ITEMS NOTED. 1. EMBANKMENT FILL SHALL BE CONSTRUCTED AT 3(HORIZONTAL)TO(VERTICAL)OR AS SHOWN ON BE GIVEN DOCUMENTATION AND NOTIFICATION OF THIS INFORMATION PRIOR TO CONSTRUCTION. EQUIPMENT.60-90 DAYS WILL BE REQUIRED TO COORDINATE RELOCATION.DEVELOPER SHALL BE RESPONSIBLE FOR ALL RELATED RELOCATION COST
THE CONSTRUCTION DRAWINGS.DEMONSTRATION OF APPROPRIATE SAFETY FACTORS AGAINST AND/OR ANY REPAIR COST CAUSED BY THE CONTACTOR/DEVELOPER. w
8.FENCING SHALL BE INSTALLED ALONG THE TOP OF RETAINING WALLS.FENCE TYPE,LENGTH,AND FAILURE THROUGH GEOTECHNICAL ANALYSIS SHALL BE REQUIRED FOR SLOPES STEEPER THAN 3:1. 3. RCP STORM DRAINAGE PIPE SHALL BE SINGLE OFFSET JOINT PIPE WITH PROFILE GASKET,IN p _
HEIGHT SHALL BE PER THE DEVELOPER'S SPECIFICATIONS. ACCORDANCE WITH ASTM C443,UNLESS OTHERWISE SPECIFICALLY NOTED ON THE CONSTRUCTION 26.THE PROPOSED STREETS ARE TO BE ACCEPTED INTO THE NCDOT FOR OWNERSHIP AND MAINTENANCE. e
2. FILL SOILS SHALL BE PLACED IN LOOSE LIFTS NOT TO EXCEED 8 INCHES IN THICKNESS AND BE PLANS.
T.PERMITTING REQUIREMENTS: COMPACTED TO A MINIMUM OF 95 PERCENT OF THE SOILS STANDARD PROCTOR(ASTM D698)
MAXIMUM DRY DENSITY,OR AS SPECIFIED ON THE CONSTRUCTION DRAWINGS. D.INSTALLATION OF REINFORCED CONCRETE PIPE. 27.DEVELOPER TO CONTACT NCDOT AND COORDINATE WITH DUKE ENERGY AS NECESSARY TO DETERMINE LIGHTING LEVELS,LIGHTING LAYOUT,AND i
A.RETAINING WALLS>4 FT(RESIDENTIAL)OR 5 FT(COMMERCIAL)IN HEIGHT REQUIRES A PERMIT REQUIREMENTS FOR INSTALLATION.
FROM CODE ENFORCEMENT PRIOR TO CONSTRUCTION.THE ENGINEER OF RECORD FOR THE 3. COMPACTED MOISTURE CONTENT SHALL BE BETWEEN 3 PERCENT BELOW AND 3 PERCENT ABOVE 1, ALL BACKFILL SHALL BE NON-PLASTIC IN NATURE,FREE FROM ROOTS,VEGETATIVE MATTER, 0
RETAINING WALL(S)MUST CERTIFY THE WALL(S)IS(ARE)CONSTRUCTED TO SPECIFICATIONS PRIOR TO THE OPTIMUM MOISTURE CONTENT FOR ALL FILL PLACED,OR AS OTHERWISE APPROVED BY THE WASTE,CONSTRUCTION MATERIAL OR OTHER OBJECTIONABLE MATERIAL.SAID MATERIAL SHALL 28. MAIL KIOSK TO BE LOCATED WITHIN AMENITY AREA.
ISSUANCE OF C.O. ENGINEER.
BE CAPABLE OF BEING COMPACTED BY MECHANICAL MEANS AND SHALL HAVE NO TENDENCY TO
B.RETAINING WALLS INVOLVING A CULVERT OR LOCATED WITHIN THE INFLUENCE OF A ROAD MUST BE 4. FILL SOILS SHOULD BE PLACED IN CONTINUOUS,HORIZONTAL LAYERS FROM ABUTMENT TO FLOW OR BEHAVE IN A PLASTIC MANNER UNDER THE TAMPING BLOWS OR PROOF ROLLING. 2
REVIEWED AND APPROVED BY LAND DEVELOPMENT.CULVERTS MUST HAVE HEADWALLS OR BE ABUTMENT.EXISTING SLOPES GREATER THAN 4(HORIZONTAL):1(VERTICAL)SHALL BE BENCHED TO
COLLARED. PROMOTE BONDING OF NEWLY PLACED FILL WITH EXISTING SOILS.BENCHING SHALL BE PERFORMED 2. MATERIALS DEEMED BY THE ENGINEER AS UNSUITABLE FOR BACKFILL PURPOSES SHALL BE REMOVED
AT MAXIMUM OF 2 FEET VERTICAL INTERVALS AND SHALL EXTEND A MINIMUM OF 4 FET AND REPLACED WITH SELECT BACKFILL MATERIAL. O
C.CONSTRUCTION OF RETAINING WALL(S)CANNOT BEGIN UNTIL ALL NECESSARY PERMITS ARE HORIZONTALLY OR AS SPECIFIED ON DRAWINGS. 66
_ ACQUIRED. 3. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER THE PIPE IS LAID.THE FILL Cl) 0
5. WITHIN THE UPPER 12 INCHES OF EMBANKMENT,FILL SOILS SHOULD BE COMPACTED TO 100%OF ITS AROUND THE PIPE SHALL BE PLACED IN LAYERS NOT TO EXCEED EIGHT(8)INCHES,EACH LAYER V
8.AS-BUILT DETAILS AND ENGINEERING LETTER CERTIFYING THE RETAINING WALL IS BUILT IN STANDARD PROCTOR(ASTM D698)MAXIMUM DRY DENSITY. SHALL BE THOROUGHLY COMPACTED TO 95%OF THE MAXIMUM DENSITY OBTAINABLE WITH THE W
• ACCORDANCE WITH NCBC AND THE APPROVED PLANS WILL BE REQUIRED TO BE SUBMITTED TO THE TOWN STANDARD PROCTOR TEST(A DENSITY OF 100%STANDARD PROCTOR IS REQUIRED FOR THE TOP EIGHT
PRIOR TO THE FINAL INSPECTION APPROVAL AND THE ISSUANCE OF THE CERTIFICATE OF COMPLIANCE. 6. FILL AGAINST SUPPORTED STRUCTURES.DO NOT FILL AGAINST UNSUPPORTED STRUCTURES. (8)INCHES). O
r
17
T. PLACE FILL SIMULTANEOUSLY ON EACH SIDE OF UNSUPPORTED STRUCTURES UNTIL SUPPORTS ARE 4. COMPACTION REQUIREMENTS SHALL BE ATTAINED BY THE USE OF MECHANICAL COMPACTION Z W
_ IN PLACE. METHODS.EACH LAYER OF BACKFILL SHALL BE PLACED LOOSE AND THOROUGHLY COMPACTED IN
• STORMWATER NOTES: PLACE. N CD
8. PLACE A MINIMUM OF 6 INCHES OF TOPSOIL ACROSS DAM EMBANKMENT TO PROMOTE VEGETATIVE Z I.L. Q
1. ALL STORM STRUCTURES SHALL MEET CURRENT NCDOT STANDARDS APPROVED GROWTH. 5 AFTER THE PIPE BEEN PLACED.MSTANCES SHALL WATER BE PERMITTED TO RISE IN UNSACKFILLED TRENCHES O T
FOR USE IN THE TOWN OF WAXHAW STEP 4:OUTLET PIPE FILL PLACEMENT C i
G
2 2. ALL STORM INLETS LABELED"CB"SHALL BE GRATE TYPE INLETS(NCDOT 840.02). Ia F
1. FILL OF THE CULVERTS SHALL BE PLACED
THE OUTLET STRUCTURE AND ABOVETHE CUD ERMPACTED IN 6-INCH THICK LOOSE LIFTS AROUND LV L
3. ALL STORM STRUCTURES LABELED"JR'SHALL BE JUNCTION BOXES(NCDOT 840.52). O Q
4. ALL STORM STRUCTURES LABELED"DI"SHALL BE GRATE DROP TYPE INLET(NCDOT 2. COMPACTION SHALL BE PERFORMED BY HAND TAMPERS OR SMALL HAND OPERATED COMPACTORS. -Iw Z
ti
840.14&840.17 IF PIPE GREATER THAN 30"DIA.) 3. COMPACTION SHALL BE AT A MINIMUM 95 PERCENT OF THE STANDARD PROCTOR(ASTM D698) W = J
MAXIMUM DRY DENSITY.COMPACTED MOISTURE CONTENT SHALL BE BETWEEN 3 PERCENT BELOW Uw w
5. ALL CURB SPOT ELEVATIONS SHOWN ARE TOP BACK OF CURB(BC)UNLESS AND 3 PERCENT ABOVE THE OPTIMUM MOISTURE CONTENT FOR ALL FILL PLACED OR AS OTHERWISE W Q
OTHERWISE NOTED. APPROVED BY THE ENGINEER. Q
8. SEE STORM DRAINAGE PROFILE SHEETS FOR RIM AND INVERTS. 4. ADDITIONAL COMPACTION OF LIFTS 2 FEET OR GREATER ABOVE CULVERTS SHALL CONFORM TO THE LLI
EMBANKMENT FILL PLACEMENT SECTION OF THIS SPECIFICATION. Q
T. SHADED CURB&GUTTER INDICATES LOCATIONS FOR SPILL CURB. Z
Cl)�'L I 8. CONTRACTOR IS RESPONSIBLE FOR OBTAINING POSITIVE DRAINAGE AT ALL
INTERSECTIONS.SPECIAL CARE MUST BE TAKEN WHERE SPILL CURB IS CALLED 5. DRAINAGE AREA MUST BE STABILIZED BEFORE FILTRATION CONTROLS AND FILTER MEDIA ARE
INSTALLED. N 0
Q
OUT. FIELD QUALITY CONTROL 0
N
• 9. SDE=STORM DRAINAGE EASEMENT. 1. PERFORM LABORATORY MATERIAL TESTS IN ACCORDANCE WITH ASTM D422,ASTM D698,ASTM D2216 2
• 10. SWPE=STORMWATER PROTECTION ELEVATION AND ASTM 04318. 02
2. TEST ATA FREQUENCY OF EVERY 500 CUBIC YARDS OF EMBANKMENT FILL MATERIAL PLACED,WHEN W
11. PROJECT BENCHMARK: MATERIALS USED FOR EMBANKMENT FILL CHANGE,AND/OR AS DIRECTED BY THE ENGINEER. 2
NC GRID COORDINATES VI
NAD 8312011 3. SAMPLE SIZE SHALL BE 50 LB.
N:446,775.30 PROJECT INFORMATION
Ot E:1,472,054.53 4. PERFORM IN PLACE COMPACTION TESTS IN ACCORDANCE WITH ASTM D1556 OR ASTM D2937 AND
EL:593.65(NAVD 88) NATURAL MOISTURE CONTENT TEST IN ACCORDANCE WITH ASTM 02216. PROJECT MANAGER: MRR
DESIGNED BY: SAV
5. FREQUENCY OF COMPACTION/NATURAL MOISTURE CONTENT TESTS:
3 EMBANKMENT FILL: DRAWN BY: SAV
EACH LIFT SHALL BE TESTED AT A MINIMUM FREQUENCY OF 1 PER 2,500 SQ.FT.
PIPE INSTALLATION: PROJECT NUMBER: 2340409
g. EACH LIFT SHALL BE TESTED AT A MINIMUM FREQUENCY OF 1 PER 30 LF OF PIPE ORIGINAL DATE: 05115/2024
6. WHEN TESTS INDICATE WORK DOES NOT MEET SPECIFIED REQUIREMENTS,REMOVE WORK,REPLACE SHEET:
AND RETEST.
P CO.1

GRADING NOTES STREET NOTES N =N .,
D. ROADWAY INTERMEDIATE AND SURFACE COURSE w o Z go q c,,+ x
1.GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE m m.
TOWN OF WAXHAW S EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. A.GENERAL NOTES Q O W 3 "
1. ALL PUBLIC ROADWAYS SHALL BE CONSTRUCTED WITH AN INTERMEDIATE AND SURFACE COURSE AS DESCRIBED ON THE APPROPRIATE TOWN OF 0_ r-t $m 1 2.ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE TOWN OF 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD WAXHAW LAND DEVELOPMENT STANDARD DETAIL DRAWING. W U 3
WAXHAW'S EROSION CONTROL ORDINANCE AND IS SUBJECT TO FINE.
SPECIFICATIONS FOR ROADS AND STRUCTURES UNLESS OTHERWISE SPECIFIED IN THIS MANUAL.
3.APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES.WHEN FIELD 2. PLANT MIXED ASPHALT SHALL CONFORM IN ALL RESPECTS TO SECTION 610 OF THE NORTH CAROLINA DEPARTMENT OF
CONDITIONS WARRANT OFFSITE GRADING,WRITTEN PERMISSION SHALL BE OBTAINED FROM THE ADJACENT 2. ALL ASPHALT CUTS SHALL BE MADE WITH A SAW WHEN PREPARING STREET SURFACES FOR PATCHING OR WIDENING STRIPS. TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES.
PROPERTY OWNER(S).
4.ALL BACKFILL MATERIAL SHALL BE NON-PLASTIC IN NATURE,FREE FROM ROOTS,VEGETATIVE MATTER, 3. PAPER JOINTS SHALL BE USED TO SEAL THE ENDS OF AN ASPHALT POUR SO THAT FUTURE EXTENSIONS CAN BE MADE WITHOUT CAUSING ROUGH 3. THE FINAL(1)ONE INCH LIFT OF ASPHALT SURFACE COURSE FOR RESIDENTIAL SUBDIVISION STREETS SHALL BE WITHHELD UNTIL A MINIMUM OF(75%)
WASTE,CONSTRUCTION MATERIAL OR OTHER OBJECTIONABLE MATERIAL SAID MATERIAL SHALL BE JOINTS. SEVENTY-FIVE PERCENT OF THE DEVELOPMENT IS OCCUPIED(OCCUPIED MEANS A CERTIFICATE OF OCCUPANCY HAS BEEN ISSUED)OR AT LEAST(1)ONE
CAPABLE OF BEING COMPACTED BY MECHANICAL MEANS AND THE MATERIAL SHALL HAVE NO TENDENCY TO YEAR HAS LAPSED FROM THE APPLICATION OF THE INTERMEDIATE COURSE LAYER(ALL DOCUMENTATION TO BE PROVIDED BY THE DEVELOPER AND
FLOW OR BEHAVE IN A PLASTIC MANNER UNDER THE TAMPING BLOWS OR PROOF ROLLING. APPROVED BY THE TOWN INSPECTOR).ALL KNOWN BASE FAILURES SHALL BE REPAIRED PRIOR TO APPLICATION OF THE FINAL ONE INCH LIFT OF
4. WHEN PLACING ASPHALT AGAINST EXISTING SURFACES,A STRAIGHT EDGE SHALL BE USED TO PREVENT"HUMPING"AT THAT LOCATION.
5.MATERIALS DEEMED BY THE INSPECTOR AS UNSUITABLE FOR BACKFILL PURPOSES SHALL BE REMOVED ASPHALT SURFACE COURSE.
AND REPLACED WITH SELECT BACKFILL MATERIAL. 5. STONE SHALL BE PRIMED IF PAVING IS NOT COMPLETE WITHIN SEVEN DAYS FOLLOWING STONE BASE APPROVAL.
4. THE CITY INSPECTOR SHALL BE GIVEN A(24)TWENTY-FOUR HOUR NOTIFICATION TO INSPECT THE INTERMEDIATE COURSE DEFICIENCIES.ALL DEFICIENCY
6.COMPACTION REQUIREMENTS SHALL BE ATTAINED BY THE USE OF MECHANICAL COMPACTION METHODS. REPAIRS ARE TO BE MONITORED BY A CITY INSPECTOR AND ACCEPTED PRIOR TO APPLICATION OF FINAL LAVER.
EACH SIX INCH LAYER OF BACKFILL SHALL BE PLACED LOOSE AND THOROUGHLY COMPACTED INTO PLACE. 6. SURFACES SHALL BE TACKED WHEN ASPHALT IS BEING PLACED OVER EXISTING ASPHALT STREETS OR ADJOINING CONCRETE,STORM DRAIN AND
SANITARY SEWER STRUCTURES.
T.CLEARING AND GRUBBING SHALL BE PERFORMED WITHIN THE LIMITS SHOWN ON THE PLANS.ALL TIMBER, 5. CITY INSPECTORS SHALL BE NOTIFIED PRIOR TO USING RECYCLED PLANT MIXES.
BRUSH ROOTS,STUMPS,TREES,OR OTHER VEGETATION CUT DURING THE CLEARING OPERATIONS SHALL
BECOME THE CONTRACTOR'S RESPONSIBILITY TO DISPOSE OF PROPERLY,AND SHALL BE EITHER REMOVED T. IN ROLLING AND HILLY TERRAINS,SWEEPING OF THE STONE BASE AND/OR APPLICATION OF A TACK COAT MAY BE REQUIRED NEAR
FROM THE PROJECT SITE BY THE CONTRACTOR,OR SATISFACTORILY DISPOSED OF ON-SITE WITH APPROVAL INTERSECTIONS.THESE REQUIREMENTS WILL BE ESTABLISHED BY THE TOWN INSPECTOR BASED ON FIELD CONDITIONS. 6. FAILURE TO MEET THE ABOVE REQUIREMENTS MAY RESULT IN THE DELAY OR PREVENTION OF STREET ACCEPTANCE BY THE TOWN OF WAXHAW OR
FROM THE OWNER. NCDOT.
8.WHEN UNDERGROUND OBSTRUCTIONS NOT SHOWN ON THE CONSTRUCTION DRAWINGS(ROCK,PIPING, 8. ALL CONCRETE USED FOR STREETS,CURB AND GUTTER,SIDEWALKS AND DRAINAGE STRUCTURES,ETC.SHALL HAVE A MINIMUM COMPRESSIVE 7..,,,„),„,„...:.„,,,,,„.„,,,,luETC.)ARE ENCOUNTERED,THE CONTRACTOR SHALL PROMPTLY REPORT THE CONFLICT TO THE OWNER'S STRENGTH OF 3600 PSI AT 28 DAYS.THIS REQUIREMENT SHALL BE PROVIDED REGARDLESS OF ANY LESSER COMPRESSIVE STRENGTH SPECIFIED IN THEA ,EENGINEER.NGCEED.ALL CHANGES MUST BE APPROVED IN WRITING BY THE ENGINEER BEFORE CONSTRUCTION CAN ` ,•••NORTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES.THE CONTRACTOR SHALL PREPARECONCRETE TEST CYLINDERS IN ACCORDANCE WITH SECTION 1000 OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD ~• ••y99.CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR REPAIR AND/OR REPLACEMENT OF ANY UTILITIES SPECIFICATIONS FOR ROADS AND STRUCTURES AT THE DIRECTION OF THE PROJECT INSPECTOR.ALL EQUIPMENT AND CYLINDER MOLDS SHALL BE rDAMAGED DURING CONSTRUCTION. E NO.:FURNISHED BY THE CONTRACTOR.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT THE CYLINDERS UNTIL SUCH TIME AS THEY ARE r340710.CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR PROPER REMOVAL OF ALL CONSTRUCTION WASTE TRANSPORTED FOR TESTING.TESTING FOR PROJECTS SHALL BE PERFORMED BY AN INDEPENDENT TESTING LAB,AT NO COST TO THE CITY.THE - 3 i7
AND DEBRIS.ALL WASTE AND DEBRIS SHALL BE LEGALLY DISPOSED AT AN OFFSITE LOCATION. CONTRACTOR SHALL PROVIDE EQUIPMENT AND PERFORM TESTS ON CONCRETE FOR A MAXIMUM SLUMP AND AIR CONTENT AS DEFINED IN SECTION 1000 - /�C?,'S11.ROAD SHOULDERS,SWALES,BACK-OF-CURBS,AND CUT/FILL BANKS SHALL BE COMPLETELY DRESSEDOF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES.THESE TESTS SHALL BE .....�5`�BY THE CONTRACTOR AND SEEDED AS SOON AS POSSIBLE.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMED AT A FREQUENCY ESTABLISHED BY THE INSPECTOR.MATERIALS FAILING TO MEETSPECIFICATIONS SHALL BE REMOVED BY THEVT� I IIIIIIII`
MAINTENANCE OF THESE AREAS UNTIL A PERMANENT STAND OF GRASS IS ESTABLISHED. CONTRACTOR.
12. II
AND A MINIMUM OF EIGHT FEET BEHIND THE CURB FOR CURB AND ED STREET RIGHTS-OF-WAY SHALL BE GRADED TO EGUTTER SECTIONSIR FULL WIDTH . 9.
DITCH TYPE STREETS 9. ALL CONCRETE SHALL BE CURED WITH 100%RESIN BASE,WHITE PIGMENTED CURING COMPOUND WHICH MEETS ASTM SPECIFICATIONS C-309,TYPE 1, ,,,,O.'C. ,I gilded
APPLIED AT A UNIFORM RATE AT ONE(1)GALLON TO 400 SQUARE FEET WITHIN 24 HOURS OF PLACEMENT OF THE CONCRETE. r'/`. •.
13.FILL EMBANKMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 235 OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES �/ 9�;'/�
AND PLACED IN SUCCESSIVE LIFTS NOT TO EXCEED MORE THAN SIX(6)INCHES IN DEPTH FOR THE FULL 10. ALL CURB AND GUTTER SHALL BE BACKFILLED WITH SOIL APPROVED BY THE INSPECTOR WITHIN 48 HOURS AFTER CONSTRUCTION TO PREVENT = . SEAL 1 E
WIDTH OF THE CROSS-SECTION,INCLUDING THE WIDTH OF THE SLOPE AREA.NO STUMPS,TREES,BRUSH, EROSION. - 1 038830
RUBBISH OR OTHER UNSUITABLE MATERIALS OR SUBSTANCES SHALL BE PLACED IN THE RIGHT-OF-WAY.
EACH SUCCESSIVE SIX(6)INCH LAYER SHALL BE THOROUGHLY COMPACTED BY THE SHEEPS-FOOT TAMPING 11. ALL BACKFILL SHALL BE NON-PLASTIC IN NATURE,FREE FROM ROOTS,VEGETATIVE MATTER,WASTE,CONSTRUCTION MATERIAL OR OTHER ;9T'F/V .�•'.
ROLLER,10-TON POWER ENGINEER.EMBANKMENTS OLLER,OVER AND AROUND ALL PIPE CULVERTOTHERS SHALL THODS BEOF SELECTOVED BY MATE MATERIAL, TOWN OBJECTIONABLE MATERIAL.SAID MATERIAL SHALL BE CAPABLE OF BEING COMPACTED BY MECHANICAL MEANS AND THE MATERIAL SHALL HAVE NO ��HEyyIR�E2E1 �
PLACED AND THOROUGHLY TAMPED AND COMPACTED AS DIRECTED BY THE TOWN OR HIS REPRESENTATIVE. TENDENCY TO FLOW OR BEHAVE IN A PLASTIC MANNER UNDER THE TAMPING BLOWS OR PROOF ROLLING.
2024.09.26 09:40:01-04'00'
14.THE CONCRETE CURB AND GUTTER SHALL BE CONSTRUCTED ACCORDING TO THE LINES AND GRADES
ESTABLISHED BY THE ENGINEER. 12.MATERIALS DEEMED BY THE INSPECTOR AS UNSUITABLE FOR BACKFILL PURPOSES SHALL BE REMOVED AND REPLACED WITH SELECT BACKFILL
MATERIAL m 3
15.COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH THE CITY/COUNTY INSPECTOR.
16.IN ORDER TO ENSURE PROPER DRAINAGE,CURB SHALL HAVE A MINIMUM OF 0.50%SLOPE,UNLESS SPILL 13. ALL TRENCHES IN THE STREET RIGHT-OF-WAY SHALL BE BACKFILLED WITH SUITABLE MATERIAL IMMEDIATELY AFTER THE PIPE IS LAID.THE FILL AROUND
CURB IS INDICATED ON THE PLANS.CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING POSITIVE ALL PIPE SHALL BE PLACED IN LAYERS NOT TO EXCEED SIX(6)INCHES AND EACH LAYER SHALL BE COMPACTED THOROUGHLY.
DRAINAGE AT ALL INTERSECTIONS.SPECIAL CARE MUST BE TAKEN AT LOCATIONS WHERE SPILL CURB IS
INDICATED. 14.UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED TO RISE IN UN-BACKFILLED TRENCHES AFTER THE PIPE HAS BEEN PLACED.
17.ALL PROPOSED GRADES SHOWN ON THESE PLANS ARE FINAL GRADES.CONTRACTOR SHALL BE
RESPONSIBLE FOR DETERMINING THE APPROPRIATE SUBGRADE ELEVATIONS. 15.COMPACTION REQUIREMENTS SHALL BE ATTAINED BY THE USE OF MECHANICAL COMPACTION METHODS.EACH SIX(6)INCH LAYER OF BACKFILL SHALL
18.CUT AND FILL SLOPES OF ANY AREA SHALL NOT EXCEED THE RATIO OF 21,UNLESS NOTED OTHERWISE. BE PLACED LOOSE AND THOROUGHLY COMPACTED INTO PLACE.
19.STREETS SHALL BE GRADED IN ACCORDANCE WITH THE LINES AND GRADE SET BY THE ENGINEER. 16.STRAIGHT FORMS SHALL NOT BE USED FOR FORMING CURB AND GUTTER IN CURVES.
BEFORE PLACING CURB AND GUTTER OR BASE ON THE GRADED SUBGRADE,THE SUBGRADE SHALL BE
COMPACTED TO 100%IN ACCORDANCE WITH AASHTO-T99 AND NCDOT SPECIFICATIONS SECTIONS 500,AND 17. ALL EXCESS CONCRETE ON THE FRONT EDGE(LIP)OF GUTTER SHALL BE REMOVED WHEN CURB AND GUTTER IS POURED WITH A MACHINE.
THEN SHALL BE PROOF ROLLED IN THE PRESENCE OF THE ENGINEER.PLACES THAT ARE FOUND TO BE
LOOSE,SOFT,OR COMPOSED OF UNSUITABLE MATERIALS,WHETHER IN THE SUBGRADE OR BELOW IT,MUST
'U
BE DUG OUT AND REFILLED WITH SUITABLE MATERIAL ALL EMBANKMENTS OR FILLS SHALL BE MADE IN 18. ALL SUBGRADE SHALL BE COMPACTED TO 100%OF THE MAXIMUM DENSITY OBTAINABLE WITH THE STANDARD PROCTOR TEST TO A DEPTH OF EIGHT(8)
SIX-INCH VERTICAL LIFTS OF SUITABLE MATERIAL.THE FILL SHALL BE ROLLED WITH A SHEEPS-FOOT ROLLER INCHES,AND A DENSITY OF 95%STANDARD PROCTOR FOR DEPTHS GREATER THAN EIGHT(8)INCHES.ALL TESTS SHALL BE PERFORMED BY DEVELOPER w
AFTER EACH LIFT,FOLLOWED BYA WHEEL ROLLER,EACH WEIGHING NOT LESS THAN TEN(10)TONS.
AT NO COST TO THE CITY. 3
20.THE STONE BASE SHALL BE COMPACTED TO 100%OF THE MAXIMUM DENSITY OBTAINABLE WITH THE g
MODIFIED PROCTOR TEST(AASHTO4180)BY ROLLING WITH RING OR TAMPING ROLLER OR WITH A 19. A CANVAS COVER OR OTHER SUITABLE COVER SHALL BE REQUIRED FOR TRANSPORTING PLANT MIX ASPHALT DURING COOL WEATHER WHEN THE
PNEUMATIC TIRED ROLLER WITH A MINIMUM WEIGHT OF TEN TONS.WHEN COMPLETED,THE BASE COURSE 3 FOLLOWING CONDITIONS ARE PRESENT:
SHALL BE SMOOTH,HARD,DENSE,UNYIELDING AND WELL BONDED.
O
A.AIR TEMPERATURE IS BELOW 60 DEGREES F.
21.SIDEWALKS SHALL BE CONSTRUCTED OF NOT LESS THAN 3,600 PSI CONCRETE AND SHALL BE 4-INCHES B.LENGTH OF HAUL FROM PLANT TO JOB IS GREATER THAN FIVE(5)MILES. O
THICK,CONSTRUCTED ON AN ADEQUATELY GRADED BASE.SUBGRADE SHALL BE COMPACTED TO 95%OF C.OTHER OCCASIONS AT THE INSPECTOR'S DISCRETION WHEN A COMBINATION OF FACTORS INDICATES THAT MATERIAL SHOULD BE COVERED IN IA
THE MAXIMUM DENSITY OBTAINABLE WITH THE STANDARD PROCTOR TEST.THE SURFACE OF THE SIDEWALK
SHALL BE STEEL TROWEL AND LIGHT BROOM FINISHED AND CURED WITH ACCEPTABLE CONCRETE CURING ORDER TO ASSURE PROPER PLACEMENT TEMPERATURE.
COMPOUND.TOOLED JOINTS SHALL BE PROVIDED AT INTERVALS OF NOT LESS THAN FIVE(5)FEET AND IA i
EXPANSION JOINTS AT INTERVALS OF NOT MORE THAN FORTY-FIVE(45)FEET.THE SIDEWALK SHALL HAVE A 20.CONCRETE OR ASPHALT SHALL NOT BE PLACED UNTIL THE AIR TEMPERATURE MEASURED AT THE LOCATION OF THE PAVING OPERATION IS AT 35
LATERAL SLOPE OF ONE-QUATER(1/4)INCH PER FOOT. DEGREES F AND RISING BY 10:00 A.M.CONCRETE OR PAVING OPERATIONS SHOULD BE SUSPENDED WHEN THE AIR TEMPERATURE IS 40 DEGREES F AND
22.THE DEVELOPER/CONTRACTOR SHALL MAINTAIN EACH STREAM,CREEK,OR BACKWASH CHANNEL IN AN DESCENDING.THE CONTRACTOR SHALL PROTECT FRESHLY PLACED CONCRETE OR ASPHALT IN ACCORDANCE WITH SECTIONS 420(CONCRETE
UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE CHANNEL AND BANKS OF THE STREAM ALL DEBRIS, STRUCTURES),600(ASPHALT BASES AND PAVEMENTS),AND 700(CONCRETE PAVEMENTS AND SHOULDERS)OF THE NORTH CAROLINA DEPARTMENT OF N
LOGS,TIMBER,TRASH,JUNK AND OTHER ACCUMULATIONS. o
TRANSPORTATION STANDARD SPECIFICATIONS WHEN THE AIR TEMPERATURE IS AT OR BELOW 35 DEGREES F AND THE CONCRETE HAS NOT OBTAINED AN
23.ALL GRADING OF RIGHTS OF WAY AND EASEMENTS MUST BE COMPLETED PRIOR TO THE INSTALLATION AGE OF 72 HOURS.
OF WATER MAINS,SANITARY SEWERS,FORCE MAIN,AND DRAINAGE PIPES.
24.FILLS IN RIGHTS OF WAY WILL BE MONITORED BY THE CITY INSPECTOR AND THE DEVELOPER'S TESTING 21.THE CONTRACTOR SHALL MAINTAIN TWO-WAY TRAFFIC AT ALL TIMES WHEN WORKING WITHIN EXISTING STREETS.THE CONTRACTOR SHALL PLACE AND
i
FIRM MUST SUBMIT COMPACTION TESTING RESULTS TO THE CITY INSPECTOR AS VERIFICATION THAT MAINTAIN SIGNS,DANGER LIGHTS,AND BARRICADES AND FURNISH WATCHMEN OR FLAGMEN TO DIRECT TRAFFIC IN ACCORDANCE WITH THE LATEST
O
SPECIFIED COMPACTION IS ACHIEVED. EDITION WORK AREA TRAFFIC CONTROL HANDBOOK(WATCH),WORK IN THE RIGHT-OF-WAY OF STATE SYSTEM STREETS MAY REQUIRE ADDITIONAL
TRAFFIC CONTROL PROVISIONS.
25.ALL BACKFILL AND FILL MATERIAL USED IN RIGHTS OF WAY AND UTILITY EASEMENTS MUST BE NON- i
PLASTIC IN NATURE,FREE FROM ROOTS,VEGETATIVE MATTER,WASTE,CONSTRUCTION MATERIAL OR OTHER
OBJECTIONABLE MATERIAL SAID MATERIAL MUST BE CAPABLE OF BEING COMPACTED BY MECHANICAL 22.THE CONTRACTOR SHALL DO THAT WHICH IS NECESSARY TO CONTROL EROSION AND TO PREVENT SEDIMENTATION DAMAGE TO ALL ADJACENT
MEANS AND THE MATERIAL MUST HAVE NO TENDENCY TO FLOW OR BEHAVE IN A PLASTIC MANNER UNDER PROPERTIES AND STREAMS IN ACCORDANCE WITH THE APPROPRIATE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY STANDARDS.
THE TAMPING BLOWS OR PROOF ROLLING. O
26.MATERIALS DEEMED BY THE CITY INSPECTOR AS UNSUITABLE FOR BACKFILL OR FILL PURPOSES SHALL 23.NO OBSTRUCTIONS,PLANTINGS,OR FENCING WILL BE ALLOWED WITHIN SIGHT DISTANCE EASEMENTS AS SHOWN ON PLANS. Cl) 0
17, BE REMOVED AND REPLACED WITH SELECT BACKFILL MATERIAL.
• 27.ALL TRENCHES IN THE STREET RIGHT OF WAY SHALL BE BACKFILLED WITH SUITABLE MATERIAL B. GRADING 1
IMMEDIATELY AFTER THE PIPE IS LAID.THE FILL AROUND THE PIPE SHALL BE PLACED IN LAYERS NOT TO
EXCEED SIX INCHES AND EACH LAYER MUST BE COMPACTED THOROUGHLY. 1. PROPOSED STREET RIGHTS-OF-WAY SHALL BE GRADED TO THEIR FULL WIDTH FOR DITCH TYPE STREETS AND A MINIMUM OF EIGHT(8)FEET BEHIND THE 0 r
CURB FOR CURB AND GUTTER SECTIONS.
• 28.UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED TO RISE IN UN-BACKFILLED TRENCHES AFTER W
"- THE PIPE HAS BEEN PLACED. I- N Cl)
2. FILL EMBANKMENTS SHALL BE FORMED OF SUITABLE MATERIAL PLACED IN SUCCESSIVE LAYERS NOT TO EXCEED MORE THAN SIX(6)INCHES IN DEPTH LL
29.ALL SUBGRADE SHALL BE COMPACTED TO 100%OF THE MAXIMUM DENSITY OBTAINABLE WITH THE FOR THE FULL WIDTH OF THE CROSS-SECTION,INCLUDING THE WIDTH OF THE SLOPE AREA.NO STUMPS,TREES,BRUSH,RUBBISH OR OTHER UNSUITABLE STANDARD PROCTOR TEST TO A DEPTH OF EIGHT INCHES,AND A DENSITY OF 95%STANDARD PROCTOR FOR MATERIALS OR SUBSTANCES SHALL BE PLACED IN THE EMBANKMENT. EACH SUCCESSIVE SIX(6)INCH LAYER SHALL BE THOROUGHLY COMPACTED BY W T O
w DEPTHS GREATER THAN EIGHT INCHES.
O THE SHEEPSFOOT TAMPING ROLLER,10-TON POWER ROLLER,PNEUMATIC-TIRED ROLLER,OR OTHER METHODS APPROVED BY THE CITY ENGINEER. Cl-
2
30.NO GRADING MAY OCCUR WITHOUT FIRST OBTAINING A GRADING PERMIT FROM THE TOWN OF WAXHAW. EMBANKMENTS OVER AND AROUND ALL PIPE CULVERTS SHALL BE OF SELECT MATERIAL,PLACED AND THOROUGHLY TAMPED AND COMPACTED AS � N F
THE CITY WILL NOT ISSUE THIS PERMIT UNTIL AN APPROVED EROSION CONTROL PERMIT HAS BEEN DIRECTED BY THE CITY ENGINEER OR HIS REPRESENTATIVE. L�
OBTAINED.
• 31.SOIL COMPACTION TESTING IN RIGHTS OF WAYS AND UTILITY EASEMENTS IS REQUIRED WITH THE TOWN C. ROADWAY BASE O w Z
Ci' TO
NDRECEIV COPIES
T OFG SAID
FIRM TESTO RESU M SUCH TESTSRACTOIOWNER SHALL RETAIN A QUALIFIEDEPEND 1 T
1. ALL ROADWAYS SHALL BE CONSTRUCTED WITH A BASE COURSE AS DESCRIBED ON THE APPROPRIATE CHARLOTTE LAND DEVELOPMENT STANDARD Cl)
LLJ DETAIL DRAWING. 1 `i Q
2 CI
2. THE MATERIAL FOR STONE BASE COURSE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 1010,AGGREGATE FOR NON-ASPHALT FLEXIBLE TYPE Q
BASE,AND SECTION 520,AGGREGATE BASE COURSE OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR LLJ a
ROADS AND STRUCTURES. fi
'/� O
i 3. THE STONE BASE SHALL BE COMPACTED TO 100%OF THE MAXIMUM DENSITY OBTAINABLE WITH THE MODIFIED PROCTOR TEST(AASHTO-T180)BY Q
ROLLING WITH RING OR TAMPING ROLLER OR WITH A PNEUMATIC TIRED ROLLER WITH A MINIMUM WEIGHT OF TEN TONS.WHEN COMPLETED,THE BASE U
7.7 COURSE SHALL BE SMOOTH,HARD,DENSE,UNYIELDING AND WELL BONDED. CO
2
4. A BITUMINOUS CONCRETE BASE COURSE,AS SPECIFIED ON THE STANDARD DETAIL DRAWING MAY BE SUBSTITUTED IN LIEU OF A STONE BASE COURSE. 0
2
a
w
5. ASPHALT BASE COURSE WILL ONLY BE ALLOWED WITHIN WIDENING STRIPS LESS THAN FIVE(5)FEET IN WIDTH. N
PROJECT INFORMATION
Ot
PROJECT MANAGER: MRR
DESIGNED BY: SAV
3 DRAWN BY: SAV
PROJECT NUMBER: 23-00409
ORIGINAL DATE: 05/15/2024
SHEET:
CO.2

ci
EXIST.SSMH 18
EXISTING CONDITIONS NOTES: \ \, RIM=534.13' LEGEND y m -o a'n
\-, INV IN=(NW)514.41'12"PVC
1. THIS MAP IS NOT INTENDED TO BE A BOUNDARY SURVEY. Y.\, E ``�
A INV OUT=(SE)514.29'12"PVC ..I .. o? E y 2,1 8
\ EXIST.PROPERTY (\ EXIST.WETLANDS - w _
2. THIS PROPERTY IS ZONED R4 CZ AND CC CZ WITH ADMINISTRATIVE APPROVAL DATED NOVEMBER 26,2023. �'' `\\\ BOUNDARY(nP.) J l //,, S\\ I _��77. � N O U LL $O N
3. EXISTING TOPOGRAPHICAL DATA OBTAINED FROM'TOPOGRAPHY SURVEY OF:WEST FORK FARM,LLC ///` \ .d PROP.WETLANDS BUFFER IF7 a a 3g$
(FIK/A EVELYN LEWIS FAMILY LIMITED PARTNERSHIP)"BY ESP ASSOCIATES,INC.DATED NOVEMBER 27, I - , / / ••\ \` \ W 5
2023 8"TOPOGRAPHY SURVEY"BY ESP ASSOCIATES,INC.DATED NOVEMBER 27,2023. EXIST. 50'STREAM \ • \ / ••\ \� \ PROP.PCSO BUFFER
SETBACK (TYP.) \ • \ /_/ \ -s
/
4. VERTICAL DATUM BASED ON NAVD 88. \ 1 - n��/� EXIST.SSMH 17
\ //111// PROP.TREE SAVE E
( ) / \ I \ \ --�//• I. /\ ��� I�\ \S RIM=528.79' ❑ ❑ n n n n
5. BOUNDARY LINE INFORMATION TAKEN FROM PRELIMINARY BOUNDARY SURVEY ENTITLED:PARTNERSHIP)"
\ I I. / // \ INV IN=(NW) 12"PVC
LAND TITLE SURVEY OF:WEST FORK FARM,LLC F/WA EVELYN LEWIS FAMILY LIMITED PARTNERSHIP"BY ••\ / 4 __��\'\ .•p\ \ INV OUT=(SE)512.07''12"PVC / PROP.TREE PROTECTION FENCE ❑ 0 0
CI 1ESP ASSOCIATES,INC.,DATED NOVEMBER 27,2023. SOMERLED WAY/ \ ����� \ /�y//{/� �/ - )))\�, \ ♦\
8. SUBJECT DEED REFERENCE:DB 1484 PG 535,DB 1484 PG 537,DB 378 PG 137 �- \ j^�\` li)cv, \ ��I NN LAWSON COMMUNITY EXIST.TOP OF BANK
' \\ 1{11)\I(- \ EXIST. 16 ION, INC.
7. SUBJECT TAX PARCELS:06159010 8 06162017 y y�//�j�ry��,� 1\4( T� � I / /_ \ 1\
\ 7 1 / • `I� �i � \\\ II\�\LII� \ �{ \ RIM=527.85' 135244 /// EXIST.MAJOR CONTOUR
% � \\\\\\e \ �i INV T.SSMH 510.15'12"PVC I PG 51 w
8. SITE ADDRESS:O PROVIDENCE ROAD,WAXHAW,NC 28173 \\\ \\l^�. IN=(NW)
/ _\\\\� �)l\�= \ `r INV OUT=(SE)509.93'12"PVC / EXIST.MINOR CONTOUR
9. THE SUBJECT PARCEL IS GRAPHICALLY LOCATED WITHIN ZONE"X"(WITH BASE FLOOD ELEVATOR OR \J / �� I / // � ��� /\\\\ \�\\� 1\\ . \\`!����•\ / /
DETPH-AREAS DETERMINED TO BE OUTSIDE THE 0.2%ANNUAL CHANCE FLOODPLAIN,PER FEMA MAP O \\\ �\I{L \\ _\��
NUMBER 371045900K WITH AN EFFECTIVE DATE OF SEPTEMBER 2,2015. \�\\\\f�11 \I\' //1\ EXIST.EDGE OF PAVEMENT
� 62 ,�vyyv, ��. �vvv //i�����
10. WETLANDS LOCATIONS AS SHOWN TAKEN FROM"FIGURE 5:PJD FIELD SKETCH(LIDAR)"PROVIDED BY / U y EXIST. PERENNIAL ,\ �J�/ / /\
KIMLEY HORN,DATED APRIL,2023 / /\� / EXIST. 30' /�_' STREAM 548•\\\ I//,/\ \R ..
EXIST. 100' EXIST.100 YEAR FLOODPLAIN
/ /\ m\ '/ INTERMITTENT // -\\\1 / I\ POWER ESMT. / / / / _�\
11. PROJECT LOCATED WITHIN THE CATAWBA WATERSHED , \ / ( _ $TR(TYP AM BUFFER//j )')\�)k��\\1 \ /J// EXIST.WATER LINE -W W W
12. PROJECT BENCHMARK: _ _ /�/ / / / PERENNIAL �_=`�\99-4B2.424\\\1\�\I •I\ `0 EXIST. SSMH, 15 _ �_ 111111111////
NNC AD 831D CO11 ORDINATES `� /\ \�11/�(///r$TREAM INTERMITTENT%/� _'.STREAM BUFFER - �\\N1V,.��\\ ���1\ N RIM=523.83 / EXIST.UNDERGROUND TELEPHONE LINE -T T r `y�N �qRo'%,
N:446,775.30 - III\ //E �/ ( 6p -)11111\\�\( \\ , I\ \ INV OUTNW)508.06'12"PVC / \ ; •••.........,�/
/ ! '.),T' ISI t,. (/ - s �I SE 507.93'12"PVC/ /� . a r ....
E:1,472,054.83 'r')\: �/f// // �"�/�!„Ill,il)I II�1 //\ '\_ OUT=(SE) EXIST.STORM DRAINAGE $D SD �1 'y9'i
EL:593.65(AVD 88) \ STANDARD PACIFIC OF 49, / INVERNESS ON PROVIDENCE ��/ ///j/ { EXIST. 50'STREAM I\ / L I S
13. FEMA FLOODMAP: THE CAROLINAS. LLC OWNERS ASSOCIATION, LLC 57M��///, EXIST. 100-YEAR FEMA SETBACK (TIP.) . \ = ,/ ♦ ` \ - • LICENSE NO.:
•
F.
MAP NUMBER: 3710447400J �\ PID(/06159432 / _ PID 06159457 /,/-// V FLOODPLAIN (nP)/ ,/,_ •4 . N / ( \ EXIST.SANITARY SEWER $$ SS - F_1407 `
PANEL: 4076 DB 7462 PG 208 .9., 11/// DB 7554 PG 48 )/ / _i / /// % 46 `- ��� �I\ �/ EXIST.SSMH 14 \ \ 1 `
/ \\�.` 1( /`_- 'J/ /( / �� ///////// //�F 5 _-=��/• RIM=579.57' \ LAWSON COMITY �c�`y 3
EFFECTIVE DATE: OCTOBER 18,2008 %/ \ NI rl'/�_--S6 �/ / - ��/ //1 \ EXIST.TREE LINE ' f''•••• f V'���
I�` / \\\r Ill//(r = 4 /1.�•=i�//t /i/ EXIST. -i�i/%!r!� ��_�_�_A• \/\J,� 11NV IN=(NW)505.77'12"PVC ASSOCIATION, INC. ''�A ♦♦
r ,�\\`�y8ry;8,:,1I�II\1f1j//ice %J/�__ d 6%. INTERMITTENT //,//!•�3(//-G� /'•• \ N INV OUT=(SE)505.56'12"PVC\ PID#06135244 'p/s$O III IS �y♦/
"' \1 / 572 T /1/// STREAM (TYP.) / ///7 / •�j •-//8,••• y � d DB 7554 PG 51 EXIST.OVERHEAD POWER LINE -OH OH ////lllllllla\y`1
f-I / 0. r PROP.DISTURBANCE LIMITS �����
sss a�\h�\)I\I11d / -,\/ 1I II / //////« / I /// 51. I�/ I%y/�i $S \ xxlyu ly
r\ i\� I\1111 5g2 / // /rl c //f�� � � " -��/� ,,,`ot /v ,
DEMOLITION NOTES: '�l\ // =\\\�Q\\)r\\\\\\�\II III/// )) r 11/IIII(l11�ll�_=`_�\�`` h� / E%IST.SSMH 13 y� \ PROP.PHASE LINE ) /
AV,II/ \ \ \ I 11 I ( 1( I I( I \��� h \ RIM=519.86' A'/� / 9�. ��
1. THE PURPOSE OF THIS PLAN IS FOR DEMOLITION ONLY. �\\III\II1111/( _ \\\�\,,\` \\\\\`\\\I I\\\ (� II/ll j1`\� „\i�� / Ij77� -✓ - INV IN=(N W)502.62'12"PVC ` EXIST.TREE -_ . //SE(\L •
2 AL9NECESS NECESSARY
PERMITS FOR CONTRACTOR SHALL SHALL PROTECT OBTADJACENTINEBHE CONTRACTOR
DAMAGEIOR j1�11�H/�5g2\\\� \�\`\\\\�` \\) \\\\\II\\\ EXIST. 30' '` 568 // -/ -___/' \I INV OUT-(SE)499.76 12"PVC // \ - 038830 ,
): �/�///� \\\\��\\\^���\\\\\\\ \\�^ INTERMITTENT ` EXIST. OVERHEAD A� / EXIST.LIGHT POLE * �7�-.. Jam`
DURING DEMOLITION WORK.ANY OFF-SITE AREAS DISTURBED SHALL BE RETURNED TO A �� �V---. \\\a 17"�'\ / // / / / / // /� .9 CC
CONDITION EQUAL TO OR BETTER THAN THE EXISTING CONDITION. \ I \�//'I/le '--- 1111\L y`,\ V`�'\\\\\ \{ \.PHAS STREAM BUFFER „or,
`UTILITY LINE (TYP.) /\,// \l// / / ��/'T•NGINEF:•'�\��
3. NO DEMOLITION EXPOSING SOILS PRIOR TO PRE-CONSTRUCTION MEETING. // > f - \`JI/I%/ =\�\\\\\\\\`��;yc\f ��\�\�\�111 rs T.•,\ (TP) O'1' // EXIST. 100-YEAR , /z/// / V/ EXIST.UTILITY POLE `a' j7HFl4y/RIIREy�
/ �=�592 As,/%1Vie-,.i`\\\-,AW PROP.PHASE /� 0 6, h'S\` //' IIIIIII FEMA FLOODPLAIN / / // / / EXIST.GUY WIRE > 2024.09.2809:40:10-04.00'
4. BUILDINGS
THE CONTRACTOR UNTILENANCES HE HAS BEENGNATED FOR FURNISHED WITH A NOTTIN SHALL NOT BE ICE OF POSSESSION ANDBED BY '/ =_= \\\\l \\I///j\\J/, LINE(TYPJ , ') a' '' f)/j ` I/I / \i //y
APPROVAL TO PROCEED BY THE DEVELOPER.FOUNDATIONS,FLOORS,FLOOR SLABS,AND \ i%� -��� \\\\_�\\\l// \�\✓1 I \ \l c(� L )) I // 7- o� /, / LENNAR CAROLINAS, LLC /// �/ / \/ / EXIST.FIRE HYDRANTBASEMENTS m
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