SW6211101_Plansheet C2 - Notes_20220311

STREET NOTES
1) GENERAL: THE CONTRACTOR SHALL PROVIDE LABOR, MATERIALS, AND EQUIPMENT REQUIRED FOR A COMPLETED PROJECT AS SHOWN IN THE DRAWINGS. WORK SHALL COMPLY WITH ALL APPLICABLE LAWS, CODES, JURISDICTION REQUIREMENTS AND ORDINANCES.
2) MATERIALS: PAVING/PATCHING SHALL MEET DOT STANDARDS FOR S 9.5 B ASPHALT AND CABC, AND BE MEASURED AFTER COMPACTION. CABC WILL BE COMPACTED TO 100%+ MINIMUM. CONCRETE SHALL BE 3000 PSI UNLESS NOTED OTHERWISE.
3) GRADING AND TYPICAL SECTION: GRADE INTERSECTIONS FROM 1-5 % DO NOT EXCEED 5%. FOR THE FIRST 100 FEET. OTHER STREET GRADES NOT TO EXCEED 10 %. GRADE ROADS TO TYPICAL SECTION. EXTEND BEYOND THE R/W TO MAINTAIN THE BACK SLOPE OR FILL
SECTION. WITHIN THE PROPERTY THE CROSS SECTION HAS PRIORITY OVER CONSTRUCTION LIMITS EXCEPT IN AREAS OF WETLANDS OR OTHER PROTECTED AREAS. ADJUST SILT FENCE, TEMPORARY SWALES AND OTHER SOIL EROSION MEASURES AS NEEDED. WHERE A
DITCH IS CALLED TO BE EXTENDED TO DAY LIGHT THE CONTRACTOR WILL SLOPE THE SIDES TO A MAXIMUM OF 3:1 OR AS NOTED OTHERWISE ON THE PLANS.
IN C & G SECTIONS, THE MINIMUM ASPHALT SLOPE DRAINING ACROSS THE INTERSECTION WILL BE A MIN OF 1% FROM GUTTER TO GUTTER OR USE 4' x 6" CONCRETE VALLEY SECTION.
4) CLEARING: CLEAR 5 FT BEYOND CUT OR FILL LINE MINIMUM OR TO THE R/W - WHICHEVER IS GREATER.
5) EARTHWORK AND/OR UNSUITABLE BACK FILL: WHEN UNSUITABLE MATERIALS ARE FOUND THE CONTRACTOR WILL NOTIFY THE ENGINEER IN WRITING. CONTRACTOR TO REMOVE UNSUITABLE MATERIAL TO 12" MIN. UNSUITABLE SOILS WILL BE USED IN
EMBANKMENT CONSTRUCTION.
FILL MATERIAL WILL BE FREE OF ROOTS, DEBRIS, ROCKS LARGER THAN 2" AND ICE. FILL MATERIAL TO BE PLACED IN 6" TO 9" LIFTS AND COMPACTED TO 95% STANDARD PROCTOR MINIMUM OR AS OTHERWISE NOTED.
NOTE: THE CONTRACTOR WILL GRADE AND ADJUST ELEVATIONS AS NEEDED TO BALANCE THE SITE. BALANCING SHALL BE INCLUDED IN THE BASE BID.
EXCAVATION IS UNCLASSIFIED UNLESS AGREED TO BY OWNER IN WRITING. APPROPRIATE DOCUMENTS COVERING CHANGES MUST BE EXECUTED BY BOTH PARTIES TO BE VALID.
6) MINIMUM COVER AND CLEARANCE: A MINIMUM COVER OF 36" IS REQUIRED ON ALL PVC PIPE. A 24" CLEARANCE WITH ANY STORM DRAIN IS REQUIRED FOR CITY AND DOT STREETS. USE DIP IF THESE REQUIREMENTS CANNOT BE MET.
7) EXISTING UTILITIES: THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES IN THE PROJECT AREA. AT A MINIMUM THE CONTRACTOR SHALL CONTACT THE NORTH CAROLINA ONE CALL CENTER (NCOCC) AT 1-800-632-4949 FOR UTILITY LOCATION PRIOR TO
CONSTRUCTION.
IN ADDITION, SHOULD OTHER UTILITIES PUBLIC OR PRIVATE BE OBSERVED IN THE AREA, THE CONTRACTOR WILL CONTACT THE APPROPRIATE UTILITY COMPANY OR OWNER FOR LOCATION. THE CONTRACTOR SHALL NOTIFY THE INSPECTOR OR ENGINEER OF ANY
OBVIOUS CONFLICTS PRIOR TO CONSTRUCTION AND ANY NOT FOR SEEN DURING CONSTRUCTION.
8 WORK PLACE PROCEDURES AND SAFETY: THE ENGINEER SHALL HAVE NO CONTROL OVER NOR RESPONSIBILITY FOR THE CONTRACTOR'S MEANS METHODS SEQUENCE, TECHNIQUES OR PROCEDURES IN PERFORMING THE WORK SITE SAFETY OR SAFETY PROGRAMS
IN CONNECTION WITH THE WORK. THESE ARE SOLELY THE RESPONSIBILITY OF THE CONTRACTOR, WHO IS ALSO RESPONSIBLE FOR COMPLYING WITH ALL HEALTH AND SAFETY PRECAUTIONS AS REQUIRED BY REGULATORY AGENCIES.
WHEN NEEDED, TRENCH SHORING OR BRACING WILL BE DESIGNED BY A PROFESSIONAL ENGINEER.
9) DRIVEWAY AND ROAD CROSSINGS: THE CONTRACTOR SHALL SAW CUT ALL ASPHALT AND CONCRETE CROSSING. REPLACEMENT MATERIALS ARE TO MATCH. REPLACEMENT THICKNESS ARE EXISTING DEPTH +_ 1". CABC BASE MATERIAL SHALL BE INCLUDED IN THE
COST OF THE ASPHALT CONCRETE.
10) GRASSING AND SEEDING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANUP AND SEEDING AS PER THE APPROVED PLAN. THE CONTRACTOR SHALL FURNISH ALL LABOR, EQUIPMENT LIME, FERTILIZER AND SEED NECESSARY TO COMPLETE IN ACCORDANCE
WITH THE SEEDING SCHEDULE. ALL ROOTS, STONE, AND DEBRIS SHALL BE REMOVED AND OVERALL SHAPING OF THE AREA TO LEVEL OUT HIGH AND LOW SPOTS SHALL BE DONE BY THE CONTRACTOR. THE CONTRACTOR SHALL MAINTAIN THE GRASSED AREA FOR A
PERIOD OF THREE (3) MONTHS AFTER THE GRASS GROWTH APPEARS AND SHALL RE -SEED BARE SPOTS AND REPAIR ANY AND ALL ERODED AREAS DURING THIS TIME. REPAIRED AREAS SHALL BE MAINTAINED UNTIL GRASS IS ESTABLISHED.
11) SOIL EROSION CONTROL: ONCE THE CONTRACTOR STARTS WORK ALL PROVISIONS OF RULES AND REGULATIONS FOR EROSION CONTROL AND SEDIMENT CONTROL" OF THE STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY
DEVELOPMENT SHALL BE COMPLIED WITH WHEN APPLICABLE.
THE CONTRACTOR SHALL CONSTRUCT TEMPORARY EROSION CONTROL MEASURES CONSISTING OF BERMS, SILT FENCES, SWALES, AND BASINS AS NECESSARY TO CONTROL EROSION. PHASING OF THE CLEARING, GRADING, TRENCHING AND PIPING OPERATIONS SHALL
BE CLOSELY COORDINATED WITH THESE TEMPORARY CONTROL MEASURES. INSTALL STORM DRAIN PIPES PRIOR TO FILTER BASINS WHEN FILTER BASINS DISCHARGE INTO THE PIPE INLET. IMMEDIATELY FOLLOWING CONSTRUCTION OF FINAL SLOPES, FILLS, BACK FILLS
AND GRADING, THE CONTRACTOR SHALL BEGIN PERMANENT TYPE EROSION CONTROL MEASURES. THESE MEASURES PRIMARILY CONSIST OF SEEDING, FERTILIZING AND MULCHING. UPON SATISFACTORY STABILIZATION OF ALL AREAS, THE CONTRACTOR SHALL
REMOVE THE TEMPORARY EROSION CONTROL MEASURES.
ONCE THE PROJECT BEGINS, THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE UNTIL THE PROJECT IS COMPLETED UNLESS THE PROBLEM ITEMS FALL UNDER THE ONE YEAR WARRANTY,
12) REPLACEMENT: THE CONTRACTOR SHALL REPLACE CULVERTS, AND LANDSCAPING INCLUDING SHRUBS DAMAGED DURING CONSTRUCTION.
13) SIGNAGE AND TRAFFIC CONTROL: THE CONTRACTOR SHALL PROVIDE SIGNAGE AND TRAFFIC CONTROL FOR PROJECT AS NEEDED.
14) LOCATION: EXISTING WATER MAINS SHOWN ON THE PLANS ARE APPROXIMATE. THE CONTRACTOR WILL SHIFT THE WATER AND/OR SEWER LINE LOCATION TO AVOID EXISTING UTILITIES OR PROPOSED INFRASTRUCTURE.
15) QUANTITIES: THE CONTRACTOR WILL BE PAID FOR ACTUAL QUANTITIES AT THE UNIT PRICES OR LUMP SUM PRICE STATED IN THE PROPOSAL. PRICES SHALL BE FOR ALL WORK COMPLETE IN PLACE
THE CONTRACTOR SHALL MAKE NO ADDITIONAL CLAIMS FOR EXTRA COMPENSATION AS THE RESULT IN THE CHANGE OF LOCATION OF THE PROPOSED WATER AND/OR SEWER MAINS.
16) OBSERVATIONS: FIELD OBSERVATIONS OF WORK AT A PARTICULAR TIME AND PLACE ARE JUST OBSERVATIONS AND DO NOT RE LEAVE THE CONTRACTOR OF HIS SOLE RESPONSIBILITY TO PERFORM ALL WORK AS CALLED FOR IN THE PLANS AND SPECIFICATIONS.
17) COMPLIANCE WITH JURISDICTION: PRIOR TO STARTING ANY WORK, THE CONTRACTOR SHALL CONTACT THE APPROPRIATE JURISDICTIONS AND COMPLY WITH THEIR REQUIREMENTS, SPECIFICATIONS AND DETAILS DURING THE PERFORMANCE OF THE WORK.
18) CHANGES: THE CONTRACTOR SHALL NOTIFY THE ENGINEER WRITING OF ANY CHANGES REGARDING DEPTH OR LOCATION PRIOR TO MAKING CHANGES.
19) WARRANTY: THE CONTRACTOR SHALL WARRANT THE MATERIALS AND WORK FOR ONE YEAR AFTER FINAL ACCEPTANCE.
20) STAKING: STAKING TO BE PROVIDED BY CONTRACTOR.
21) CONFLICTS: THIS PROJECT INCLUDES SEWER AND DRAINAGE PIPE WITH SPECIFIC INVERTS AND RIM ELEVATIONS THAT ARE CRITICAL AND MAY LEAVE LITTLE ROOM FOR ADJUSTMENT.
AFTER LOCATES AND BEFORE LAYING ANY PIPE OR CLEARING, THE CONTRACTOR SHALL LOCATE AND VERIFY DEPTHS OF EXISTING UTILITIES AND PIPING. SHOULD A CONFLICT BE FOUND, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF ANY SUCH
CONFLICTS FOR REVIEW AND ADJUSTMENTS OF DESIGN.
FAILURE OF THE CONTRACTOR TO VERIFY DEPTHS AND LOCATE ANY AND ALL UTILITIES AND STORM DRAINAGE THAT COULD AND MAY CAUSE ANY CONFLICTS WITH NEW OR PROPOSE UTILITIES OR DRAINAGE PIPE SHALL BE THE SOLE RESPONSIBILITY OF THE
CONTRACT.
REDESIGN AND OR INCREASE COST OF AVOIDABLE CONFLICTS SHALL SOLELY BE AT THE CONTRACTOR EXPENSE
22) BALANCE: THE CONTRACTOR SHALL ADJUST GRADES AND OR WASTE SOILS ON SITE TO CREATE A BALANCED SITE.
24) STORM DRAINAGE PIPE: ANY PIPE WITHIN A STREET OR ROAD CROSSING SHALL BE CLASS III CONCRETE UNLESS INDICATED OTHERWISE IN THE PLANS.
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LEGEND
EXISTING HYDRANT
DQ
EXISTING VALVE
H
PROPOSED VALVE
PROPOSED HYDRANT & VALVE
PROPOSED TEE
PROPOSED PLUG
90° BEND
ELECTRICAL LINE
OSEWER
MANHOLE
WATTLE CHECK DAM
— W W
— PROPOSED WATERLINE
W
EXIST WATERLINE
G
GAS
®
DUCTILE IRON PIPE
WM
WATER METER
LP
LIGHT POLE
PP
POWER POLE
TP
TELEPHONE PEDESTAL
MB
MAIL BOX
FOBX
FIBER OPTIC BOX
FO
FIBER OPTIC CABLE
FOM
FIBER OPTIC CABLE MARKER
TWC
TIME WARNER CABLE
GW
GUY WIRE
CM
CONCRETE MONUMENT
R/W
RIGHT OF WAY
CTVBX
CABLE/TV BOX
DIP
DUCTILE IRON PIPE
WV
WATER VALVE
n
NCDOT NOTES
1. ALL MATERIALS AND WORKMANSHIP, INCLUDING BUT NOT LIMITED TO, DRAINAGE
STRUCTURES, BASE COURSE, AND PAVEMENT, MUST MEET THE MINIMUM
REQUIREMENTS OF THE NC DEPARTMENT OF TRANSPORTATION'S STANDARDS
AND SPECIFICATIONS.
2. THE DEVELOPER IS REQUIRED TO HAVE AN APPROVED LABORATORY FURNISH
THIS OFFICE WITH A COPY OF THE TEST RESULTS OF THE SOILANALYSIS, SOIL
PROCTOR, THE DEPTH AND DENSITY OF THE SOIL TYPE BASE COURSE, THE DEPTH
AND DENSITY OF THE ASPHALT, AND A COPY OF THE ASPHALT EXTRACTION TEST.
PLEASE NOTE THAT ONLY SUPERPAVE ASPHALT MIXES ARE ACCEPTABLE.
3. PRIOR TO THE PLACEMENT OF ANY ASPHALT, THE DEVELOPER IS REQUIRED TO
SUBMIT THE QMS-MV L FORM FOR ALL PROPOSED ASPHALT TYPES.
4. IF AGGREGATE BASE COURSE IS USED IN LIEU OF SOIL TYPE BASE COURSE, THE
DEVELOPER IS REQUIRED TO SUBMIT THE TEST RESULTS FOR THE DEPTH AND
DENSITY OF THE AGGREGATE BASE COURSE.
5. THE DEVELOPER IS ALSO REQUIRED TO SUBMIT THE VERIFICATION OF
COMPLIANCE WITH ENVIRONMENTAL REGULATION S FORM. IT IS NECESSARY FOR
THE DEVELOPER TO CONTACT CHRISTOPHER JONES AT: (910) 364-060 IN THE
DISTRICT ENGINEER'S OFFICE DURING EACH PHASE OF CONSTRUCTION.
6. THE DEPARTMENT OF TRANSPORTATION RESERVES THE RIGHT TO MAKE ANY
INSPECTIONS AND TESTS THAT IT DEEMS NECESSARY TO ASSURE THAT
CONSTRUCTION MEETS THE MINIMUM REQUIREMENTS. WHEN CONSTRUCTION IS
COMPLETED, THE DEVELOPER IS REQUIRED TO PROVIDE TESTING REPORTS AND A
CONTRACTOR CERTIFICATION MEMO. THESE ITEMS SHOULD INDICATE THAT THE
CONSTRUCTION ASSOCIATED WITH THE DRIVEWAY PERMIT, SUBDIVISION DESIGN
APPROVAL, AND/OR ENCROACHMENT AGREEMENT IS IN COMPLIANCE WITH THE
APPROVED PLANS AND THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE
DEPARTMENT.
7. UPON COMPLETION OF CONSTRUCTION, IT IS NECESSARY THAT ALL EXPOSED
GRADED AREAS BE SEEDED AND MULCHED IN ACCORDANCE WITH THE
DEPARTMENT OF TRANSPORTATION'S STANDARD SPECIFICATIONS, WHERE AN
OPEN DITCH SECTION IS USED, CONCRETE PAVED DITCH MAY BE REQUIRED TO
CONTROL EROSION, IF DEEMED NECESSARY BY THE DISTRICT ENGINEER.
8. THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL MEASURES.
THIS INCLUDES, BUT IS NOT LIMITED TO, THE PLACEMENT OF STOP SIGNS AT ALL
INTERSCTIONS. ALL TRAFFIC CONTROL MEASURES SHALL MEET THE STANDARDS
OUTLINED IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)
PUBLISHED BY THE FEDERAL HIGHWAY ADMINISTRATION, NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION SUPPLEMENT TO THE MUTCD, AND THE
CURRENT EDITION OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
ROADWAY STANDARD DRAWINGS. INQUIRIES REGARDING TRAFFIC CONTROL
MEASURES MAY BE DIRECTED TO MR. FRANK WEST, DIVISION TRAFFIC ENGINEER,
AT [phone]. PLEASE NOTE THAT THESE STREETS WILL NOT BE ADDED TO
THE STATE SYSTEM WITHOUT THE PROPER TRAFFIC CONTROL MEASURES BEING
INSTALLED.
9. PLEASE NOTE THAT ALL MAINTENANCE OF THE DRAINAGE EASEMENTS BEYOND
THE DEDICATED RIGHT -OF- WAY, PIPED OR OPEN DITCH, WILL BE THE
RESPONSIBILITY OF THE DEVELOPER AND/OR THE PROPERTY OWNERS.
PROPERTY OWNERS SHALL BE NOTIFIED OF THIS RESPONSIBILITY
10. THE STREETS IN THIS SUBDIVISION WILL NOT BE ADDED TO THE STATE SYSTEM
WITH BRICK MAILBOXES, BASKETBALL GOALS, AND/OR OTHER HIGHWAY
OBSTRUCTIONS INTERFERING WITH TRAFFIC/MAINTENANCE.
11. ANY DRAINAGE PIPE AND DRAINAGE STRUCTURE(S) SHALL BE CONSTRUCTED IN
ACCORDANCE WITH DIVISION 3 OF THE LATEST NCDOT STANDARD SPECIFICATIONS
FOR ROADS AND STRUCTURES AND AMENDMENTS OR SUPPLEMENTALS THERETO
AND ALSO THE STANDARD DRAWING NUMBERS 300.01, 310.02 AND 310.03 OF THE
NCDOT ROADWAY STANDARDS DRAWINGS 2018 OR AS DIRECTED BY THE
ENGINEER.
12. PIPE AND/OR STRUCTURES SHALL BEAR THE STAMP OF APPROVAL BY THE NCDOT
MATERIALS AND TESTS UNIT. ANY APPLICABLE CONCRETE TESTING RESULTS
SHALL BE PROVIDED TO THE DISTRICT ENGINEER'S OFFICE AT TIME OF PROJECT
COMPLETION.
13. A MINIMUM 20 FEET OF DRIVEWAY PIPE SHALL BE USED ON ALL COMMERCIAL AND
RESIDENTIAL SUBDIVISION DRIVEWAYS. THE LENGTH OF ANY DRIVEWAY PIPE MAY
BE DETERMINED AS THE SUM OF THE WIDTH OF THE DRIVEWAY (SURFACE WIDTH
AND SHOULDER WIDTH) AT THE DITCH LINE AND THE DISTANCE NEEDED TO
ACCOMMODATE A SIDE SLOPE OF AT LEAST ONE VERTICAL TO THREE HORIZONTAL
FROM THE DRIVEWAY GRADE TO THE DITCH.
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TYPICAL STREET CROSS SECTION
FOR AGENCY REVIEW 9-2-2021
FILE:
CP-202101-MASON RIDGE