SW8070843_Approved Plans_20080417

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TOWN OF SURF CITY
PENDER COUNTY NORTH CAROLINA
OWNER
ALVIN BATTS
P.O. BOX 2294
SURF CITY, NC 28445
[phone]
ENGINEER.
CAVANAUGH AND ASSOCIATES, P.A.
130 NORTH FRONT NT STREET, SUITE 202
WILMINGTON, NORTH CAROLINA 28401
[phone] / [phone] (fax)
SURVEYOR.
CANNY MARCO PADGETT
P.O. BOX 130
SNEADS FERRY, NC 28460
[phone]
BEFORE YOU DIG 1
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAW 1
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PROJECT SPECIFICATIONS
TOTAL SITE ACREAGE
TOTAL DISTURBANCE ACREAGE
TOTAL SEDIMENT FENCE
PROPOSED LOT COUNT
SINGLE FAMILY
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=900
10.54 ACRES
10.73 ACRES
3,493 L.F.
VICINITY MAP
NOS' TO SCALE
FINAL DESIGN
SHEET INDEX
01
LEGEND
EXISTING
PROPOSED FUTURE
ROW LINE/PROPERTY LINE
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SANITARY SEWER _ss
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SEWER FORCE MAIN _FM
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WATER LINE
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CULVERT/ STORM PIPE
SEDIMENT FENCE
SEWER MANHOLE
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UTILITY EASEMENT
PLUG VALVE/GATE VALVE
BLOW —OFF
130
0
FIRE HYDRANT ASSEMBLY
C) EIP
EXISTING IRON PIPE
0
EXISTING PROPERTY CORNER
LIMITS OF DISTURBANCE
LOD
JUNCTION BOX (JB)
@
YARD INLET (YI)
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F-1
BYPASS BOX (BP)
BP
CATCH BASIN/CURB INLET (CI)
Will
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MAJOR CONTOURS
10
MINOR CONTOURS
8
TEMPORARY SEDIMENT BASIN CONTOURS
—[101
RIP RAP
VEGETATIVE FILTER
TOE OF DITCH
TOD
FINISHED FLOOR ELEVATION
FFE
DRAINAGE AREA BOUNDARY
SOIL STOCKPILE
SEDIMENT BASIN/TRAP
TEMPOR-ARY: DIVERSIIONI,,, DITCH
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of
POWER LINES
POWER POLES
TREE
INLET PROTECTION
STORMWATER BASIN
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C.1.1
COVER AND SHEET INDEX
C.2.1
EXISTING CONDITIONS
C.301
OVERALL SITE PLAN
C.5.1
OVERALL STORMWATER PLAN
C.7.1
STORMWATER INFILTRATION BASIN
& GENERAL DETAILS 1
C.7.2
STORMWATER GENERAL DETAILS —
2
C. 7.3
STORMWATER GENERAL DETAILS —
3
C.7.4
STORMWATER GENERAL DETAILS —
4
C.7.5
GRADING, EROSION & SEDIMENTATION CONTROL DETAILS 1
C.7.6
GENERAL SITE DETAILS — 1
C.7.7
GENERAL SITE DETAILS — 2
SURVEY BY OTHERS
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C AVM N A U G H
Solutions through integrity and partnership
DATE: JULY 11., 2007 PROJ. NO.: 041.07.016

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GENERAL NOTES: ���
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(1) TOPOGRAPHICAL SURVEY INFORMATION PROVIDED BY DANNY MARCO PADGETT AND ASSOCIATES, P.L.S.# L-2639. INFORMATION PROVIDED FOR ENGINEERING DESIGN PURPOSE
ONLY. NOT FOR RECORDATION.
(2) WETLANDS WERE NOT PRESENT ONSITE PER LAND MANAGEMENT GROUP SITE REVIEW. A LETTER OF ENO INTEREST' IS PENDING PER A REVIEW OF THE SITE BY THE ARMY CORPS
OF ENGINEERS.
(3) CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITIES BEFORE COMMENCING CONSTRUCTION.
(4) CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF ALL WASTE MATERIALS GENERATED THROUGH DEMOLITION AND GRUBBING ACTIVITIES SHOWN.
(5) SEDIMENT FENCING TO BE AT THE LIMIT OF DISTURBANCE FOR THIS CONSTRUCTION SITE, AT LEAST ONE FOOT (1') FROM WETLANDS.
(6) CONTROLLED SEDIMENTATION OUTLETS TO BE PLACED AT 200 L.F. INTERVALS ALONG SEDIMENT FENCING.
(7) ALL DISTURBED AREAS TO BE SEEDED, FERTILIZED, AND MULCHED WITHIN 15 CALENDAR DAYS OF GRADING ACTIVITIES.
(8) WATER, SEWER, AND STORMWATER PIPES TO BE INSTALLED IN TRENCHES ACCORDING TO STANDARD SPECIFICATIONS AND DETAILS.
(9) LATERAL SEPARATION OF SEWERS OR WATER MAINS. WATER MAINS SHALL BE LAID AT LEAST TEN (10) FEET LATERALLY FROM EXISTING OR PROPOSED SEWERS, UNLESS LOCAL
CONDITIONS OR BARRIERS PREVENT A TEN (10) FOOT LATERAL SEPARATION -- IN WHICH CASE:
(A) THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION ON THE BOTTOM OF THE WATER MAIN AT LEAST EIGHTEEN (18) INCHES ABOVE THE TOP OF SEWER; OR
(B) THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE WATER MAIN LOCATED AT ONE SIDE ON A BENCH OF UNDISTURBED EARTH, AND WITH THE ELEVATION
OF THE BOTTOM OF THE WATER MAIN AT LEAST EIGHTEEN (18) INCHES ABOVE THE TOP OF SEWER.
(10) CROSSING A WATER MAIN OVER A SEWER. WHENEVER 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 EIGHTEEN (18) INCHES ABOVE THE TOP OF THE SEWER, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT AN EIGHTEEN
(18) INCH 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 TEN (10) FEET ON EACH SIDE OF THE CROSSING.
(11) 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 TEN (10) FEET ON EACH SIDE OF THE POINT(S) OF
CROSSING. A SECTION OF WATER MAIN PIPE SHALL BE CENTERED AT THE POINT OF CROSSING.
(12) SEWER AND STORMWATER PIPES TO HAVE A MINIMUM OF 24" SEPARATION FROM BOTTOM OF STORMWATER PIPE AND TOP OF SEWER PIPE.
(13) ROOFTOP RUNOFF FOR ALL RESIDENTIAL LOTS TO BE DIRECTED TO ON --LOT STORMWATER BASINS. ALL DRIVEWAYS, SIDEWALKS AND ROADS TO BE CONVEYED BY OVERLAND
FLOW AND PIPED TO COMMON STORMWATER BASIN.
(14) FOR MAXIMUM ALLOWABLE BUILT --UPON AREA PER LOT SEE TABLE 5.1 ON SHEET 5.1.
(15) THE STORMWATER MANAGEMENT PLAN DEPICTED ON THESE SHEETS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SEDIMENT & EROSION CONTROL PLAN APPROVED BY
THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES.
(16) ACCORDING TO THE SEDIMENTATION POLLUTION CONTROL ACT OF 1973 (NORTH CAROLINA GENERAL STATUTE 113A 51-66) THIS PROJECT IS SUBJECT TO AN APPROVED
SEDIMENTATION AND EROSION CONTROL PLAN. THE CONTRACTOR SHALL ADHERE TO ALL OF THE CONDITIONS SET FORTH IN THE APPROVED PLAN, AS PRESCRIBED BY NCDENR.
A COPY OF THE APPROVED SEDIMENTATION AND EROSION CONTROL PLAN SHALL BE DISPLAYED AT THE JOB SITE AT ALL TIMES.
(17) ALL FITTINGS TO BE MJ DIP WITH THRUST BLOCKING UNLESS OTHERWISE NOTED ON PLANS.
(18) EXCELSIOR MATTING AND SEEDING TO BE USED ON SLOPES STEEPER THAN 2:1. SOD SHALL BE USED FOR ALL SLOPES FLATTER THAN 2:1.
i) CONTRACTOR SHALL IMPLEMENT TRAFFIC CONTROL MEASURES IN ACCORDANCE WITH M.U.T.C.D.
NOTE: SITE IS PARTIALLY WOODED WITH CLEARED POCKETS
OF LAND TOWARD J.H. BATTS ROAD
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Lot 98
SCALE: 1 = 50
50' 0 50'
II
James L Rochelle, Jr, and CaH E, Rochelle
SCALE OF MAP MAY VARY -
15 5 4 / 17 8 DUE TO METHODS OF REPRODUCTION.
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S81 57 30 E 1408,7
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Lot 100
Town of Surf City
2415/162
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GEI'N'ERAL SITE NOTES:
1. THIS PLAN REFERENCES A SURVEY BY:
DANNY MARCO PADGETT
P.O. BOX 130
SNEADS FERRY, NC 28460
[phone]
2. OWNER: ROYAL PALM DEVELOPMENT
ALVIN BATTS
P.O. BOX 2294
SURF CITY, NC 28445
(910) 328-126
3. APPLICANT/DEVELOPER:
ALVIN BATTS
P.O. BOX 2294
SURF CITY, NC 28445
(910) 328-126
4. PARCEL: JH BATTS ROAD
SURF CITY, NC
ZONED: MHS (MANUFACTURED HOME SUBDIVISION)
USE: SINGLE FAMILY DWELLINGS AND MANUFACTURED HOMES
TOTAL ACREAGE: 10.54 ACRES
5. ZONING DATA FOR MHS (MANUFACTURED HOME SUBDIVISION) ZONE
CRITERIA
REQ'D (SEC 4.1.6)
PROPOSED
MIN. LOT AREA:
5,000 SF 0.11 AC
8,733 SF 0.20 AC
MIN LOT WIDTH
50'
64'
MIN. FRONT YARD:
15'
15'
MIN. SIDE YARD:
7•5'
7.5'
MIN. REAR YARD:
20'
20'
MAX. IMPERVIOUS COVER:
40%
26%
MAX. BUILDING HEIGHT:
48'
< 48'
UNITY DENSITY
N S
0.26 ACRES UNIT
N/A = NOT APPLICABLE N/S = NOT SPECIFIED (C)= COMPLIES
* 3,000 SF BUA PER LOT FOR DWELLING ON SMALLEST LOT (4.1.6.3H)
6. PARKING (SECT 7.1):
REQUIRED PARKING:
SINGLE FAMILY DWELLINGS: 1 PER DWELLING UNiT
THEREFORE: 40 UNITS X 1 = 40 REQUIRED.
TOTAL PARKING SPACES REQUIRED = 40 SPACES
TOTAL PARKING SPACES PROPOSED = 40 SPACES
SPACES TO BE LOCATED ON EACH INDIVIDUAL LOT
SECT 5.1.4:
MIN. SPACE SiZE PER ORDINANCE: 9' X 18'
7. BUFFER:
MIN. BUFFER TO RESIDENTIAL: NONE REQUIRED (SURROUNDING PROPERTIES ARE IN THE RA (RURAL/AGRICULTURE) ZONE.
8. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT ALL REQUIRED PERMITS AND
APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED
AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS BY ALL OF THE PERMITTING AUTHORITIES.
9. THE OWNER/CONTRACTOR SHALL BE FAMILIAR WITH AND RESPONSIBLE FOR ANY/ALL CERTIFICATIONS, INSPECTIONS, ETC..
REQUIRED BY ALL GOVERNING JURISDICTIONAL AGENCIES DURING AND AFTER CONSTRUCTION FOR SiGN-OFF AND CERTIFICATE OF
OCCUPANCY ISSUANCE, INCLUDING BUT NOT LIMITED TO PROCUREMENT OF SERVICES, SCHEDULING OF FIELD OBSERVATIONS AND
COORDINATION WITH REPRESENTATIVES OF THE APPROPRIATE PARTIES.
10. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE REQUIREMENTS AND
STANDARDS OF THE LOCAL GOVERNING AUTHORITY.
11. THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SET FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION
DOCUMENTS AND IN CASE OF CONFLICT SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS.
THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF ANY SUCH DISCREPANCY BETWEEN GEOTECHNICAL REPORT AND
PLANS, ETC..
12. THE PROPERTY SURVEY SHALL BE CONSIDERED A PART OF THESE PLANS.
13. THESE PLANS ARE BASED ON INFORMATION PROVIDED• TO CAVANAUGH AT THE TIME OF PLAN PREPARATION. CONTRACTOR
SHALL FIELD VERIFY EXISTING CONDITIONS AND NOTIFY CAVANAUGH, IF ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON
THE PLAN, OR IF THE PROPOSED WORK WOULD BE INHIBITED BY ANY OTHER SITE FEATURES.
14. ALL DIMENSIONS SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR
SHALL NOTIFY ENGINEER IN WRITING IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA
COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN
INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN.
15. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL/BUILDING PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRY/EXIT
POINTS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY LOCATIONS. ELEVATIONS TO BE CONFIRMED WITH CIViL AND
ARCHITECTURAL PLANS.
16. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE AND ALL UNSUITABLE EXCAVATED MATERIAL AND DEBRIS (SOLID WASTE)
SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL TOWN, COUNTY, STATE AND FEDERAL LAWS AND APPLICABLE CODES.
17. CONTRACTOR IS RESPONSIBLE FOR ALL SHORING REQUIRED DURING EXCAVATION (TO BE PERFORMED IN ACCORDANCE WITH
CURRENT OSHA STANDARDS) AND ANY ADDITIONAL PROVISIONS TO ASSURE STABILITY OF CONTIGUOUS STRUCTURES, AS FIELD
CONDITIONS DICTATE.
18. CONTRACTOR IS TO EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO PAVEMENT, STRUCTURES,
ETC.. TO REMAIN. CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING THE APPROPRIATE MEASURES AS NECESSARY TO
ENSURE THE STRUCTURAL STABILITY OF SIDEWALKS AND PAVEMENT TO REMAIN, AND TO PROVIDE A SAFE WORK AREA.
19. CONTRACTOR IS RESPONSIBLE FOR REPAIRING THE DAMAGE DONE TO ANY EXISTING ITEM DURING CONSTRUCTION SUCH AS BUT
NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT, STRIPPING, CURB, ETC.. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND
SHALL REPLACE ALL SIGNAL INTERCONNECT CABLE, CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED
DURING CONSTRUCTION. REPAIR SHALL BE EQUAL TO OR BETTER THAN EXISTING CONDITIONS. CONTRACTOR IS RESPONSIBLE
TO DOCUMENT ALL EXISTING DAMAGE AND NOTIFY CONSTRUCTION MANAGER PRIOR TO CONSTRUCTION START.
20. ENGINEER iS NOT RESPONSIBLE FOR CONSTRUCTION METHODS/MEANS FOR COMPLETION OF THE WORK DEPICTED ON THESE
PLANS NOR ANY CONFLICTS/SCOPE REVISIONS WHICH RESULT FROM SAME. CONTRACTOR IS RESPONSIBLE FOR DETERMINING
METHODS/MEANS FOR COMPLETION OF THE WORK PRIOR TO THE COMMENCEMENT OF CONSTRUCTION AND NOTIFICATION OF
OWNER AND ENGINEER OF RECORD WHEN A CONFLICT IS IDENTIFIED.
21. ENGINEER OF RECORD IS NOT RESPONSIBLE FOR JOB SITE SAFETY NOR HAS HE BEEN RETAINED FOR SUCH PURPOSES.
22. ALL CONTRACTORS MUST CARRY STATUTORY WORKER'S COMPENSATION INSURANCE, EMPLOYER'S LIABILITY INSURANCE AND APPROPRIATE
LIMITS OF COMMERCIAL GENERAL LIABILITY INSURANCE (CGL). ALL CONTRACTORS MUST HAVE THEIR CGL POLICIES ENDORSED TO NAME
CAVANAUGH AND ITS SUB CONSULTANTS AS ADDITIONAL INSURED AND TO PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO
INSURE THE HOLD HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED BY THE CONTRACTORS. ALL CONTRACTORS MUST FURNISH
CAVANAUGH WITH CERTIFICATIONS OF INSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE PRIOR TO COMMENCING WORK AND UPON
RENEWAL OF EACH POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION. IN ADDITION, ALL CONTRACTORS WILL, TO THE FULLEST EXTENT
PERMITTED BY LAW, INDEMNIFY AND HOLD HARMLESS CAVANAUGH AND ITS SUB CONSULTANTS FROM AND AGAINST ANY DAMAGES,
LIABILITIES OR COSTS, INCLUDING REASONABLE ATTORNEYS' FEES AND DEFENSE COSTS, ARISING OUT OF OR IN ANY WAY CONNECTED WITH
THE PROJECT, INCLUDING ALL CLAIMS BY EMPLOYEES OF THE CONTRACTORS.
23. NEITHER THE PROFESSIONAL ACTIVITIES OF CAVANAUGH, NOR THE PRESENCE OF CAVANAUGH, OR ITS EMPLOYEES AND SUB CONSULTANTS
AT A CONSTRUCTION/PROJECT SITE, SHALL RELIEVE THE GENERAL CONTRACTOR OF ITS OBLIGATIONS, DUTIES AND RESPONSIBILITIES
INCLUDING, BUT NOT LIMITED TO CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING,
SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND ANY HEALTH OR SAFETY
PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES. CAVANAUGH AND ITS PERSONNEL HAVE NO AUTHORITY TO EXERCISE ANY
CONTROL OVER ANY CONSTRUCTION CONTRACTOR OR ITS EMPLOYEES IN CONNECTION WITH THEIR WORK OR ANY HEALTH OR SAFETY
PROGRAMS OR PROCEDURES. THE GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR JOB SITE SAFETY. CAVANAUGH SHALL BE
IDENTIFIED BY THE GENERAL CONTRACTOR AND SHALL BE MADE ADDITIONAL INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF
GENERAL LIABILITY INSURANCE.
24. CAVANAUGH SHALL REVIEW AND APPROVE OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS, SUCH AS SHOP
DRAWINGS, PRODUCT DATA, SAMPLES, AND OTHER DATA, WHICH THE CONTRACTOR iS REQUIRED TO SUBMIT, BUT ONLY FOR THE LIMITED
PURPOSE OF CHECKING FOR CONFORMANCE WITH THE DESIGN CONCEPT AND THE INFORMATION SHOWN IN THE CONSTRUCTION MEANS OR
METHODS, COORDINATION OF THE WORK WITH OTHER TRADES, OR CONSTRUCTION SAFETY PRECAUTIONS, ALL OF WHICH ARE THE SOLE
RESPONSIBILITY OF THE CONTRACTOR. CAVANAUGH'S REVIEW SHALL BE CONDUCTED WITH REASONABLE PROMPTNESS WHILE ALLOWING
SUFFICIENT TIME TO PERMIT ADEQUATE REVIEW. REVIEW OF A SPECIFIC ITEM SHALL NOT INDICATE THAT CAVANAUGH HAS REVIEWED THE
ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. CAVANAUGH SHALL NOT BE RESPONSIBLE FOR ANY DEVIATIONS FROM THE
CONSTRUCTION DOCUMENTS NOT BROUGHT TO THE ATTENTION OF CAVANAUGH IN WRITING BY THE CONTRACTOR. CAVANAUGH SHALL NOT
BE REQUIRED TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN RECEIVED.
25. IN AN EFFORT TO RESOLVE ANY CONFLICTS THAT ARISE DURING THE DESIGN AND CONSTRUCTION OF THE PROJECT OR FOLLOWING THE
COMPLETION OF THE PROJECT, CAVANAUGH AND THE CONTRACTOR MUST AGREE THAT ALL DISPUTES BETWEEN THEM ARISING OUT OF OR
RELATING TO THIS AGREEMENT OR THE PROJECT SHALL BE SUBMITTED TO NON -BINDING MEDIATION UNLESS THE PARTIES MUTUALLY AGREE
OTHERWISE.
26. THE CONTRACTOR MUST INCLUDE A MEDIATION PROVISION iN ALL AGREEMENTS WITH INDEPENDENT SUBCONTRACTORS AND CONSULTANTS
RETAINED FOR THE PROJECT AND TO REQUIRE ALL INDEPENDENT CONTRACTORS AND CONSULTANTS ALSO TO INCLUDE A SIMILAR MEDIATION
PROVISION IN ALL AGREEMENTS WITH THEIR SUBCONTRACTORS, SUB CONSULTANTS, SUPPLIERS AND FABRICATORS, THEREBY PROVIDING FOR
MEDIATION AS THE PRIMARY METHOD FOR DISPUTE RESOLUTION BETWEEN THE PARTIES TO ALL THOSE AGREEMENTS.
27. IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES CONTAINED THEREON, WITHOUT FIRST
OBTAINING PRIOR WRITTEN AUTHORIZATION FOR SUCH DEVIATIONS FROM THE OWNER AND ENGINEER. IT SHALL BE RESPONSIBLE FOR THE
PAYMENT OF ALL COSTS TO CORRECT ANY WORK DONE, ALL FINES OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL
COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM. THE CONTRACTOR SHALL INDEMNIFY AND HOLD THE OWNER AND ENGINEER
HARMLESS FROM ALL SUCH COSTS TO CORRECT ANY SUCH WORK AND FROM ALL SUCH FINES AND PENALTIES, COMPENSATION AND
PUNITIVE DAMAGES AND COSTS OF ANY NATURE RESULTING THEREFROM.
28. ALL CONCRETE WILL HAVE COMPRESSIVE STRENGTH OF 3,000 P.S.I. AT 28 DAYS UNLESS SPECIFIED OTHERWISE. ALL CONCRETE AT OR
WITHIN 6" OF FINISHED GRADE SHALL BE AIR ENTRAINED, CONFORMING TO A.S.T.M. C260.
29. THE CONTRACTOR IS RESPONSIBLE FOR ALL INSPECTIONS, TESTING AND LAB ANALYSES. THE CONTRACTOR SHALL ALSO COORDINATE ALL
INSPECTIONS, TESTING, AND LAB ANALYSES WITH THE APPROPRIATE LOCAL, STATE, AND/OR FEDERAL AUTHORITY.
30. NO DEMOLITION DEBRIS, CUT VEGETATION, CONSTRUCTION DEBRIS OR ANY OTHER WASTE IS TO BE BURIED ON SITE. ALL WASTE, DEBRIS,
LITTER, ETC.. MUST BE PROPERLY REMOVED AND DISPOSED OFF SITE, WASTE DISPOSAL RECEIPTS ARE TO BE PROVIDED, AND ALL TOWN,
COUNTY, STATE AND FEDERAL LAWS TO BE FOLLOWED.
31. EXISTING TOPSOIL ON SITE IS TO BE PROTECTED. NO TOPSOIL IS TO BE SOLD OR REMOVED FROM THE SITE OR USED AS SPOIL UNLESS
APPLICATION IS MADE TO THE TOWN BOARD AND APPROVAL GRANTED.
32. STREET LIGHTING TO BE PROVIDED BY ELECTRIC COMPANY AS REQUIRED.
33. AS -BUILT SURVEY TO BE SUBMITTED TO THE TOWN BY CONTRACTOR AFTER CONSTRUCTION IS COMPLETE.
34. FEMA FLOOD ZONE X; 100 YEAR FLOOD ELEVATION NOT DETERMINED.
I
PHASE 2 PHASE 1
30 UNITS (339,873 SF/ 7.8 0ACRES) 10 UNITS (119,377 SF/ 2.74 ACRES)
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PROPOSED 50' VEGETATIVE FILTER
(TYP.)
SEE DETAIL
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C.7.
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0.20 Ac..0.20 Ac.s q I 32 - ? 0.20 Ac. 0.2fl Ac. I i 29 i 0.20 Ac., I I 1 I t I I I } ' I
0.20 Ac0.20 Ac. I I I I I;
• + , . 0.19 Ac., 0.20 Ac. 0.20 Ac. 0.20 Ac ,i
, •' +' • 'li
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SEE DETAIL T IL • •' C t I Ac. 0.20 Ac. a i I I I I I(TYP.) I
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M TAMES AVENUE
PROPOSED STREET (DEDICATED TO SURF CITY) 60' ROW ---- ROAD -
77.777
♦ b'
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-
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1955 Sq Ft021A9150 Sq 2
0.21 Ac. PROPOSEDSTREET
1 PER 6 LOTS I
L20' BACKYARD {BY OTHERS) � L__ _ l__ __ ___ _� (_20' BACKYARD I L_ __
I
N21'5937"W 1434.99'
APPROXIMATE LOCATION OF
PROPOSED GREEN SPACE (96' X 37')
(3,632 SF / 0.083 AC) LOT 100
TOWN OF SURF CITY
2415/ 162
ZONED G1
USE-- COMMUNITY CENTER
PROPOSED STREET TREES
PER TOWN ORDINANCE
(TYP.)
2' CURB TAPER (TYP.)
SEE DETAIL 4
c.7.1
PROPOSED 6" CURB
AND GUTTER (TYP.)
SEE DETAIL 5
EXISTING POWER POLE
(TO BE RELOCATED)
1
PROPOSED STRIPING
SEE DETAIL 4
.7.
�t 1
20' RADIUS �,•„�...---
No Loop
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15' RADIUS
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--smwcv I I L
i
COMMUNITY CENTER DRIVE
I
I
L4_�w4w" j
PROPOSED 6" CURB
AND GUTTER (TYP.)
SEE DETAIL s
c.7. 2CURB TAPER (TYP.)
SEE DETAIL 4
c.7.
SHEET NUMBER
C.3.1
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GENERAL NOTES:
CONSTRUCTION SEQUENCE
1. PERFORM CONSTRUCTION STAKE OUT
2. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE.
3. CLEAR SITE, BUT DO NOT GRUB.
4. INSTALL ALL EROSION AND SEDIMENT CONTROL MEASURES
5. GRUB SITE.
6. CONSTRUCT SEDIMENT BASINS.
7. COMMENCE ROUGH GRADING OF THE SITE.
8. INSTALL STORMWATER MANAGEMENT DEVICES.
9. CONSTRUCT SEWER COLLECTION SYSTEM.
10. CONSTRUCT WATER SYSTEM.
11. ROUGH GRADE THE SITE.
12 SHAPE SHOULDERS AND CUT AND FILL SLOPES.
13. SCARIFY, SEED, FERTILIZE AND MULCH ALL DISTURBED AREAS.
14 INSTALL DRY UTILITIES (ELECTRICAL, FIBER-OPTIC, CABLE, PHONE, ETC).
15. RE -SCARIFY, RE -SEED, RE -FERTILIZE AND MULCH ALL DISTURBED AREA.
16 CONSTRUCT ROADBED BASE COURSE AND INTERMEDIATE ASPHALT COURSE.
17 APPLY FINAL ASPHALT COURSE.
18. AFTER DISTURBED AREAS ARE STABILIZED WITH VEGETATION, THE
CONTRACTOR 'SHALL RETURN TO THE SITE AND REMOVE ALL TEMPORARY
EROSION CONTROL MEASURES.
t
DRAINAGE AREA
DRAINAGE AREA AREA (ACR S).
BASIN A 2.55
BASIN A DRAINAGE AREA
U
NOTE: INFILTRATION BASIN WILL ONLY TREAT STORMWATER FROM ROAD, VALLEY
CURB, SIDEWALK, AND DRIVEWAYS. STORMWATER RUNOFF FROM LOTS TO BE
TREATED ON AN INDIVIDUAL LOT BASIS BY MEANS OF AN UNDERGROUND
INFILTRATION TRENCH, WHICH INCLUDES THE 3,000 SF OF BUA FOR DWELLING.
(1) TOPOGRAPHICAL SURVEY INFORMATION PROVIDED BY DANNY MARCO PADGETT AND ASSOCIATES, P.L.S.# L-2639. INFORMATION PROVIDED FOR
ENGINEERING DESIGN PURPOSE ONLY. NOT FOR RECORDATION.
(2) WETLANDS WERE NOT PRESENT ONSITE PER LAND MANAGEMENT GROUP SITE REVIEW. A LETTER OF 'NO INTEREST' IS PENDING PER A REVIEW
OF THE SITE BY THE ARMY CORPS OF ENGINEERS.
(3) CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITIES BEFORE COMMENCING CONSTRUCTION.
(4) CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF ALL WASTE MATERIALS GENERATED THROUGH DEMOLITION AND GRUBBING ACTIVITIES SHOWN.
(5) SEDIMENT FENCING TO BE AT THE LIMIT OF DISTURBANCE FOR THIS CONSTRUCTION SITE, AT LEAST ONE FOOT (10) FROM WETLANDS.
(6) CONTROLLED SEDIMENTATION OUTLETS TO BE PLACED AT 200 L.F. INTERVALS ALONG SEDIMENT FENCING.
(7) ALL DISTURBED AREAS TO BE SEEDED, FERTILIZED, AND MULCHED WITHIN 15 CALENDAR DAYS OF GRADING ACTIVITIES.
(8) WATER, SEWER, AND STORMWATER PIPES TO BE INSTALLED IN TRENCHES ACCORDING TO STANDARD SPECIFICATIONS AND DETAILS.
(9) LATERAL SEPARATION OF SEWERS OR WATER MAINS. WATER MAINS SHALL BE LAID AT LEAST TEN (10) FEET LATERALLY FROM EXISTING OR
PROPOSED SEWERS, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A TEN (10) FOOT LATERAL SEPARATION -- IN WHICH CASE:
(A) THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION ON THE BOTTOM OF THE WATER MAIN AT LEAST EIGHTEEN (18)
INCHES ABOVE THE TOP OF SEWER; OR
(B) THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE WATER MAIN LOCATED AT ONE SIDE ON A BENCH OF UNDISTURBED
EARTH, AND WITH THE ELEVATION OF THE BOTTOM OF THE WATER MAIN AT LEAST EIGHTEEN (18) INCHES ABOVE THE TOP OF SEWER.
(10) CROSSING A WATER MAIN OVER A SEWER. WHENEVER 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 EIGHTEEN (18) INCHES ABOVE THE TOP OF THE SEWER,
UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT AN EIGHTEEN (18) INCH 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 TEN (10) FEET ON EACH SIDE OF THE CROSSING.
(11) 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 TEN (10) rEET ON EACH SIDE OF THE POINTS) OF CROSSING. A SECTION OF WATER MAIN PIPE SHALL BE CENTERED AT THE
POINT OF CROSSING.
BEFORE YOU DIG !
CALL 1-800-632-4949
N.C. ONE --CALL CENTER
IT'S THE LAW !
SCALE: 1" = 50'
50' 0 50'
SCALE OF MAP MAY VARY
DUE TO METHODS OF REPRODUCTION.
SITE SPECIFICATIONS
JUNCTION BOXES (JB)
YARD - INLETS (YI)
CURB INLETS (CI)
5' X 7' BYPASS BOX
15" HDPE SDR 32.5
24" HDPE SDR 32.5
INFILTRATION BASINS
RIP RAP APRONS
2
12
1
1,435 L.F.
419 L. F.
2 1
(12) SEWER AND STORMWATER PIPES TO HAVE A MINIMUM OF 24" SEPARATION FROM BOTTOM OF
STORMWATER PIPE AND TOP OF SEWER PIPE.
(13) ROOFTOP RUNOFF FOR ALL RESIDENTIAL LOTS TO BE DIRECTED TO ON --LOT STORMWATER BASINS.
ALL DRIVEWAYS, SIDEWALKS AND ROADS TO BE CONVEYED BY OVERLAND FLOW AND PIPED TO
COMMON STORMWATER BASIN.
(14) FOR MAXIMUM ALLOWABLE BUILT -UPON AREA PER LOT SEE TABLE 5.1 ON SHEET 5.1.
(15) THE STORMWATER MANAGEMENT PLAN DEPICTED ON THESE SHEETS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE SEDIMENT & EROSION CONTROL PLAN APPROVED BY THE NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES.
(16) ACCORDING TO THE SEDIMENTATION POLLUTION CONTROL ACT OF 1973 (NORTH CAROLINA GENERAL
STATUTE 113A 51-66) THIS PROJECT IS SUBJECT TO AN APPROVED SEDIMENTATION AND EROSION
CONTROL PLAN. THE CONTRACTOR SHALL ADHERE TO ALL OF THE CONDITIONS SET FORTH IN THE
APPROVED PLAN, AS PRESCRIBED BY NCDENR. A COPY OF THE APPROVED SEDIMENTATION AND
EROSION CONTROL PLAN SHALL BE DISPLAYED AT THE JOB SITE AT ALL TIMES.
(17) ALL FITTINGS TO BE MJ DIP WITH THRUST BLOCKING UNLESS OTHERWISE NOTED ON PLANS.
(18) EXCELSIOR MATTING AND SEEDING TO BE USED ON SLOPES STEEPER THAN 2:1. SOD SHALL BE USED
FOR ALL SLOPES FLATTER THAN 2:1.
(19) CONTRACTOR SHALL IMPLEMENT TRAFFIC CONTROL MEASURES IN ACCORDANCE WITH M.U.T.C.D.
BASIN A DRAINAGE AREA DATA
TOTAL AREA 2.55 ACRES
IMPERVIOUS AREA 1.62 ACRES
PERCENT IMPERVIOUS 64.0%
VOLUME 1.5" RAINFALL 8,695 CU.FT.
BASIN VOLUME 8,862 CU.FT.
PROPOSED INFILTRATION BASIN A
* ON LOT BUA= 3,660 SF MAXIMUM FOR EACH LOT• 13,
1kh
PROPOSED 50' VEGETATIVE FILTER (TYP.}
(BUA INCLUDES DWELLING AND DRIVEWAY) r i `
SEE DETAIL '> PROPOSED RIP RAP
(TYP-)
INSTALL APPROX. 6 LF 1 $. <r SEE DETAIL 5
OF 24" HDPE DR C-7• �7.
PPHASE 2 PHASE 1 32.5 C� 0.83%
PROPOSED STORMWATER TRENCH ,
.. TYP.
30 UNITS (339,873 SF/ 7.80 ACRES) 10 UNITS (119,377 SF/ 2.74 ACRES) JB_2 INV. OUT 16.00 - °
INFILTRATION BASIN A
SEE DETAIL s
PROPOSED GREEN SPACE 0.103 AC RIM 18.19
( } Y�, �� BOTTOM ELEV: 16.00'
6 INV. IN 16.19 Y ` t INV. OUT 16.05 BOTTOM AREA= 4,762 SF
C.7.1
PROPOSED RIP RAP
(TYP-) 1 15' EMERGENCY SPILLWAY
SEE DETAIL @ 17.85
INS
TALL APPROX.
• r ,. x.
32
v
OF TWO 2 15 HDPE r
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20 BACKYARD
- - -SETBACK-_ {�
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24�e i I
INSTALL APPROX.
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• � i � � ( a t INV. OUT 26.7 -- Q � �. ,.., � CI 8 �'°,�
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20 ASHPALT ROAD �5 ( I (TYP.} € y► rn �° /�1 m ,A GRT 27.18 F r �/� g _
S ' T'`' f tz,...n`` j C �r ,rr 2r fr".+` F t/ v j �.L: f�', 2 J` k �* 4I { 4 V f D
2 VALLEY CURB TYP• (TYP.} € -t I I
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€ SEE DETAIL SEE DETAIL = - L XID �w t 7, D m ° I`= INV. OUT 21.00
st �� .{ L
SEE DETAIL 1- I ') (TYP.} CI 4
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,�� GRT 18.43
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. 0 ifi•18
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3 HDPE DR 32.5 01.547, 0 2 15 HDPE
,
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;. �=�.: �:: •,-• • :•, , .:... :. � .. ... .'.. � '••• :: ' •' •--: SETBACK �- - �.�• •: INSTALL APPROX. 59 LF OF 15 • : ;• '..: � INSTALL APPROX. 143 LF OF 24 '.�: .'��. ,
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DIRECTION ARROW (TYP.)
INSTALL APPROX. 33 LF OF 15"
HDPE DR 32.5 0 0.34%
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BMW -Wald CI-2
INV. IN 13.78
UT 13.78
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INV. OUT (BYPASS): 16.50 INV. OUT 15.25 INV. IN 15.00 W W
INV. OUT (BASIN): 16.05 SEE DETAIL INV. OUT 14.50 Q
PROPOSED STORMWATER TRENCH STORMWATER FLOW SEE DETAIL 3 4 SEE DETAIL 3 ._! J
COMMUNITY CENTER DRIVE (�') DIRECTION ARROW (TYP.) C.7• C.7.3' `� W Z
SEE DETAIL C 7 Z
6 I
C.7.1 ! 20' UTILITY EASEMENT (TYP.)
�%

24"
PI
PARKING STRIP
(FINISH GRADE)
x �� /Z
XX X,\���������������������� 6*l OF
SELECT FILL/\\/\\
EXISTING SUBGRADE
GENERAL NOTES:
1.) CONTROL JOINTS SHALL BE PLACED 0 10' INTERVALS UNLESS OTHERWISE
SPECIFIED BY ENGINEER, PLANS; OR SPECIFICATIONS.
2.) ALL CONTROL JOINTS SHALL BE FILLED WITH JOINT SEALER. FINISHED GRADE
3.) EXPANSfON/CONTRACTION JOINTS SHALL BE AT 90 FOOT INTERVALS, AND
ADJACENT TO ALL RIGID OBJECTS.
4.) ALL JOINTS SHALL MATCH LOCATIONS WITH JOINT IN ABUTTING SIDEWALK.
5.) CONCRETE SHALL ACHIEVE A MINIMUM 28 DAY YIELD STRENGTH AT 3,000 15" PERFORATED PIPE
PSI.
VALLEY CURB DETAIL
DETAIL
SCALE: NOT TO SCALE
EXISTING
SUBGRADE
5'-0" CONCRETE SIDEWALK
AT 2%, SEE DETAIL 1 /C.7.3
`-5'-0" CONCRETE SIDEWALK
AT 2%, SEE DETAIL 1 /C.7.3
TYPICAL VALLEY CURB TYPICAL ROAD SECTION
SEE DETAIL 1/C.7.1 SEE DETAIL 3/C.7.1
NOTES:-
(1) EOP =EDGE OF PAVEMENT
(2) BOC =BACK OF CURB
TYPICAL ROADWAY SECTION — (4j Bos - eacK of SIDEWALK
CC(%rlAlilADV CI IQI'IIVICI(lAI Dl1AI'1C (5) ROW =RIGHT OF WAY
DOWN SPOUT FROM DWELLING
4" BYPASS STRUCTURE
FOR STORMWATER
RUNOFF IN EXCESS OF 1.5"
3/4" WASHED STONE
STORMWATER TRENCH
DETAIL
SCALE: NOT TO SCALE
�i
�t\.�`rs•i�,sw
s
• d`
of
APPROX. 70'
r`" e
0.5' MIN. COVER
EXCESS STORMWATER
RUNOFF TO DISCHARGE
TO GRADE
2.0' MIN. SEPARATION FROM
BOTTOM OF TRENCH TO SHWT
MINIMUM ELEVATION= 15.83'
f; F.
APPROX. 124' 4
a
L
TWO (2) 15" FLARED
5' BYPASS SPILLWAY 0 17.60'
\jAPPROX. 52'
ice'' ,�►,, �, •'�'
PROPOSED
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BOTTOM ELEV. `
® 16.00' ,d
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jF: n
, a �'"i ' � " � � �•�' ..
15' EMERGENCY SPILLWAY ­-
0 17.85'
� SEE DETAIL s
t' fr A L
f p� SCALE: 1 " = 20
_ Fµ� 20 0 200000 ` TOP OF BERM 0 18.50'
SCALE OF MAP MAY VARY
�a DUE TO METHODS OF REPRODUCTION.
PLAN VIEW
E
U
U
vi
c
a
'yr
U
V)
N
r
0
as
^ ���Nppp
N
i_ co
r-
0)
C IN
Z
c °
50 VEGETATIVE FILTER 0 a
BYPASS BOX 4A
SEE DETAIL 3/C.7.2
3:1 SLOPE MAX.
15' SPILLWAY 0 EL. 17.85' w
7 4 w
100 YR STORM EL. — 17.02'
—.--- FLOW Q
INFIL. BASIN A 2.0' MIN SEPARATION 24" FLARED
FROM SHWT END SECTION
BOTTOM: 16.00' RIP RAP WITH INV OUT 16.43'
NOTE: SEASONAL HIGH WATER SHWT LEVEL SPREADER
TABLE ELEVATION C� 28.00' = SEE DETAIL 5/C.7.2
SECTION A --A
INFILTRATION BASIN A
DETAIL r3
SCALE: NOT TO SCALE
2 tl RAD O /! 2►- O t
DETAIL
.
�►
2
RAD
1/8 ►' RAD .
SCALE: NOT TO SCALE
C. 7.1
. r
co
i•7` h J•
2f-6►'
2'- f " CURB AND MUTTER
2.0'
SECTION VIEW OF CURBS OR CURBS AND MUTTERS
FINISHED GRADE
2' TAPER
0.5'
GENERAL NOTES: FILL ►' x 1" DEEP
-PLACE CONTRACTION JOINTS AT 10► INTERVALS, EXCEPT THAT GROOVED OR SAWN
JOINT WITH JOINT
• •
4
' :
A 15' SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN
SEALER
'
°: f
1.0'
°'e
SATISFACTORY SUPPORT FOR THE FACE FORM CAN BE OBTAINED
►,
1,� RAID
JOINT SEALER
..----.--- ��--''
(\
• ° .: 4 •
: < ,� 0.5
4
WITHOUT THE USE OF TEMPLATES AT 10' INTERVALS.
�,�'8" RAD
8
GUTTER
��
4 ' :
JOINT SPACING MAY BE ALTERED IF REQUIRED BY THE ENGINEER. Y PAVEMENT
``
SURFACE
', e
-CONTRACTION JOINTS MAY BE INSTALLED WITH THE USE OF SURFACE
:�4 ..: �,
.... . e
a '
TEMPLATES OR FORMED BY OTHER APPROVED METHODS. . r
CONSTRUCT NON -TEMPLATE FORMED JOINTS A MIN. OF 1 ►r DEEP..:' r>. :�+ fr'' I .
lR; . . .
j. '.` •
. e ° �'
.4
b o
4 '< 4 4 ,
.
-FILL-ALL ALL CONSTRUCTION JOINTS, EXCEPT IN 8"XG" MEDIAN CURB `' `-
'
f,.
'cy
:`�
e
�'°:Q°'
4 4 e
4
a e. q 4
4 a, 2.0'
WITH JOINT FILLER AND SEALER. PROPOSED :, _• ��
-SPACE EXPANSION JOINTS AT 00' INTERVALS AND ADJACENT TO CURB &GUTTER f PROP.
1/2►r
�
`� FILLER
4:
PAVEMENT
.MINT
4,
ALL RIGID OBJECTS. JOINT
LONGITUDINAL JOINT`
TRANSVERSE
EXPANSION JOINT
1.5' PAVED SHOULDER,
IN CURB AND MUTTER
SECTION VIED
OF JOINTS
2' CURB'TAPER
DETAIL
r4
CONCRETE CURB AND CUTTER
SCALE: NOT TO
SCALE
�7_
DETAIL----..
5
SCALE: NOT TO SCALE �3_
o
a
U.
�
0
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z
c
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00
00
Lu W W
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or
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Z Lu
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Q w W
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44
SHEET NO.
C. 7.1
o
c�
Nfir••:
�
!—
!•.
W
O
ZLL.,,,��
,••N••••• ��I,',
Z.
i Lq
•�•
t�s``�•
ZXZ
0 i� '••i
,••• ! ���

NOTE:
(1) USE PENSACOLA BERMUDAGRASS
AS VEGETATED COVER
(2) USE WOVEN PAPER NET AS
CHANNEL LINER
VEGETATIVE FILTER
DETAIL �
SCALE: NOT TO SCALE �.7_
5'-0"
SUB END C
END
SPIGC
NLET END
9,—n>,
STEEL
• ° V 0
' s J
Mm
INVERT INVERT
IN
OUT
NOTES:
(1) ALL CONCRETE TO BE 31000 P.S.I.
(2) ALL CATCH BASINS MORE THAN 3'-6" IN DEPTH SHALL HAVE STEPS
12" ON CENTERS.
(3) ALL PIPE IN STORM DRAIN STRUCTURE SHALL BE STRUCK EVEN WITH
THE INSIDE WALL, GROUTED, AND BRUSHED SMOOTH.
(4) 4'-0" BOX TO USED FOR STORMWATER PIPES 12"-24" AND 5'-0"
BOX TO BE USED FOR STORMWATER PIPES GREATER 24" IN
DIAMETER.
STANDARD STORMWATER YARD INLET_jYl
DETAIL rT
SCALE: NOT TO SCALE
3' — Ota
EXIST. GRADE MIN.
6" LAYERS OF
HAND PLACED
COMPACTED BACKFILL
SEE SPECIFICATIONS
PROVIDE UNIFORM
AND CONTINUOUS
SUPPORT OF PIPE
BARREL BETWEEN
BELL HOLES
2'-0" MIN. 3'-0"
FINISHED GRADE MIN. EXIST. GRADE
00
TRENCH WALLS
MAY BE SLOPED
\ CONDUCTIVE TRACER TAPE
VARIES \ #57 WASHED STONE TO 1/6TH
VHDPE/RCP � DIAMETER OF PIPE O.D.
i f •
NOTES:
1. SOIL FROM TRENCH SHALL BE PLACED TO ENSURE RUNOFF WILL RETURN TO THE TRENCH.
2. GROUND COVER ABOVE TOP OF PROPOSED WATERLINE SHALL BE A MINIMUM OF 3'.
BEDDING FOR HDPE,,/RCP PIPE.
DETAIL /� �2
SCALE: NOT TO SCALE
LGEOFABRIC TO
BE STAPLED
EVERY 5 FEET
[MOTE: MINIMUM H = 2/3 PIPE DIA.
SECTION A —A
LEVEL SPREADER
NATURAL GRADE
VARIES RIP RAP
� ~�
�2
[ wx I
c� a
W .•'
H
LAYER OF FILTER FABRIC
NOTE: MINIMUM H = 2/3 PIPE
SECTION B—B
GENERAL NOTES:
1. ALL SUBGRADE FOR STRUCTURE TO BE
COMPACTED TO 95% OR GREATER.
2. SIDEWALLS SHALL EXTEND UP AS SHOWN ON
THE PLANS BUT NOT LESS THAN TWO THIRDS
THE PIPE DIAMETER.
3. THERE SHALL BE NO OUTFALL FROM THE END
OF THE APRON TO THE SURFACE OF THE
RECEIVING CHANNEL. THE AREA TO BE
PAVED OR RIP RAPPED SHALL BE UNDERCUT
SO THAT THE INVERT OF THE APRON SHALL
BE AT THE SAME GRADE (FLUSH) WITH THE
SURFACE OF THE RECEIVING CHANNEL. THE
APRON SHALL HAVE A CUTOFF OR TOE WALL
AT THE DOWNSTREAM END.
4. THE WIDTH OF THE END OF THE APRON
SHALL BE EQUAL TO THE BOTTOM WIDTH OF
THE RECEIVING CHANNEL.
5. THE PLACING OF FILL, EITHER LOOSE OR
COMPACTED, IN THE RECEIVING CHANNEL
SHALL NOT BE ALLOWED.
6. NO BENDS OR CURVES IN THE HORIZONTAL
ALIGNMENT OF THE APRON WILL BE
PERMITTED.
INV. OUT: D
BYPASS LINE
RIP RAP APRON REQUIREMENTS
OUTLET #
CLASS
L
W
THICKNESS
WEIGHT
(LBS.)
SIZE
BASIN A
A
7'
6'
12"
N/A
2-6"
BYPASS
A
B
12'
7'
1 g"
15-300
5-15"
SWALE
B
A
5'
6'
12"
N/A
2-6 $f
CLASS A: 10% TOP & BOTTOM SIZES.
NO GRADATION SPECIFIED
CLASS B: NO GRADATION SPECIFIED.
RIP RAP APRON FOR FLARED END SECTION
DETAIL 51
SCALE: NOT TO SCALE C.7.2
INFILTRATION
MAe�tAi
BY—PASS
LINE
FROM DRAINAGE
AREA
BY—PASS
LINE
NOTES:
THICKNESS OF CONCRETE
TO BE 6" UNLESS
OTHERWISE STATED
Ir.icI7-A I ISOLID
.E COVER MARKED
SEWER'
INSTALL SOLID MANHOLE COVER
MARKED 'STORM SEWER'
BYPASS WEIR: B
INV. IN: C
INV. OUT: E
INFILTRATION BASIN
SUMP: F
12" WASHED A.B.C.
BOTTOM: G
INVERT ELEVATIONS
BASIN
A B C D E F G
A 18.25 17.60 16.05 13.96 16.05 12.96 11.46
STORMWATER BY-PASS BOX
DETAIL r74
SCALE: NOT TO SCALE C. 7. 2
1" SF 9.5A SURFACE COURSE
2 1 /2" 1 19.0 B
6" AGGREGATE BASE COURSE (ABC)
COMPACTED SUBGRADE UPPER 8"
MINIMUM OF 95% STANDARD PROCTOR
FILL — MAXIMUM 8" LIFTS AS REQUIRED
MAXIMUM DRY DENSITY
THIS SECTION REPRESENTS THE MOST
RESTRICTIVE PAVEMENT DESIGN
\\
SYSTEM. FINAL PAVEMENT DESIGN
SYSTEM TO BE DETERMINED IN THE
FIELD BASED ON FIELD CONDITIONS.
MATERIALS SHALL MEET THE REQUIRED SECTIONS OF THE NCDOT
STANDARD SPECIFICATION FOR RQADS AND STRUCTURES
LIGHT -DUTY ASPHALT PAVEMENT
DETAIL n
SCALE: NOT TO SCALE �_2
a
0
® s
E9
:3
N
O
r
N
z.. c
N �
c
0
cis
CL U
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s,.
o
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Zi z
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UZ
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a V�
Ow
'J p
Q OU
W
Ca
Q CL
0
C
SHEET NO.
C. 7.2
U
0
0
�
N
Z
Lou
cn
V_
w
0

FINISHED GRADE TO BE
FLUSH WITH WALKWAY
VARIES 5' PER PLAN 3
SLOPE 1 /4" PER 1 rpQE
FT. FROM R.O.W.
v a C(/
Q 40 4. 40 . 4 tic
\ as 1 s� ort�
O O O O O O O 4 P
\ O O O O O O O O O
3 MIN.
APPROVED COMPACTED 4" SELECT FILL COMPACTED TO
SUBGRADE 95% OF STANDARD PROCTOR
SECTION 4" AIR ENTRAINED CONC.
3,000 P.S.I. @ 28 DAYS
NOTE:
TRANSVERSE EXPANSION JOINTS 1 /2" WIDE SHALL BE PROVIDED AT INTERVALS OF
NOT MORE THAN 20 FEET AND FILLED WITH PREFORMED BITUMINOUS CELLULAR
TYPE JOINT FILLER. CONTRACTION JOINTS SHALL BE PLACED ON 5 FEET
INTERVALS. LONGITUDINAL JOINTS 1 /4" WIDE SHALL BE PROVIDED BETWEEN
CURBS ABUTTING SIDEWALKS, AND SHALL BE FILLED WITH PREFORMED BITUMINOUS
TYPE JOINT FILLER. THE TOP OF ALL JOINT FILLER SHALL BE 1 /4" BELOW THE
TOP OF THE SIDEWALK.
SIDEWALK DETAIL
DETAIL
1
SCALE: NOT TO SCALE C•7.3
NLET PIPEwf
61
to
E
AL MANHOLE
_i Bt
40.54
---- FOR MANHOLE COVER & FRAME
PLAN a OPTIONAL
_...... BRICK Cif MAY BE USED
TO ADJUST FRAME a
COVER TO SURFACE
ELEVATION MAX, 1'
% x
1/ r#
• =r ' , NUTLET PIPE
a Ij
SECTION X-X
rt 3 r`
SEE MOTE' L DOWEL
SECTION YY
'EXP, JOINT
E
bPAL;tU b
C. TO C.
SECTION
C-C OR D-D
DRIVEWAY
RE
24" CONCRETE VALLEY CURB
HOT MIX PAVEMENT
TYPICAL ,CONCR TE APRON DETAIL
DETAIL r2
SCALE: NOT TO SCALE
GENERAL NOTES:
CHAMFER ALL EXPOSED CORNERS 1"
USE -CLASS "B" CONCRETE THROUGHOUT.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR
#4 BAR DOWELS AT 12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS TO CONSTRUCT THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX,
ADD TO BASE AS SHOWN ON STANDARD NO. 840.00.
PROVIDE ALL JUNCTION BOXES OVER 3°-6" IN DEPTH WITH STEPS
12,t ON CENTERS IN ACCORDANCE WITH STD, NO. 840.66,
ADJUST THE STEEL, CONCRETE AND BRICK MASONRY QUANTITIES
TO INCLUDE THE ADDITION OF THE MANHOLE (I.E. DIAGONAL BARS
SHORTENED AROUND OPENING IN TOP 'BLAB, ADDITIONAL 'VARIABLE
HEIGHT BRICK MASONRY, OPENING IN TOP SLAB.)
MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP
ELEVATION IS 12 FEET.
#4 BAR
y-
n
�tt
DOWEL
DIMENSIONS AND QUANTITIES FOR CONCRETE JUNCTION BOXES
DIMENSIONS OF BOX AND PIPE
REINFORCEMENT
BARS "A"DIMENSIONS
TOP SLAB CUBIC YARDS
IN BOX
TOTAL QUANTITIES
BOX AND SLABS
DEDUCTIONS FOR ONE
PIPE CU.YDS.
PIPE
SPAN
WIDTH
HEIGHT
D
A
B
H
NO.
LENGTH
E
F TOP
SLAB
BOTTOM
SLAB
WALL
F1'. OF HT i
LBS .
REINF
Cu . YDsrt
MIN. N
C.S.
R . C.
12t°
21-01#
2t Ort
2'-3"
12
2t- tt
3t-Ott
3t-0`r 0.167
0.167
0.185
22
0.750
0.015
0.024
tt
15
2r -Str
r ,r
2 _3 .
t r
-5
1
t tr
3 -t
r tr
3 -S
t tt
S -S _ 0.196
0.196
0.20�4
24
0.902
0.023
0.036
S tt
24"
G "
3t_0art�0rt
G�
"9
3t�3rt
q
16Jt,,St+
t
a"7P
r mr
4'w0ft
Jt ra rG7
4'-Ort 0.26
jaT
0.295
{.G
0.259
30
40
1r04
1.434
0.033
0,059
.09
0.085
30
3►_6tt
3t_6=f
3t_8rr
16
4'-3"
4'-61t
4t-6" 0,376
0,375
0,296
61
1.860
0.092
0.127
36't
�#2tr
4{*,0"
4tr6ar
4'41
4t#8rr
41411
41.9 rt
20
22
4a-9"
5t�3tt
5'-0"
5t,�6tt
_5? 0„ 0.463
5r eta i}.S+Bo
0.463
Q.56t3
0.333
0.37+D
64
77
2.341
2.878
D.132
0.180
0.178
0,243
4,8tt
6t-4"
6t-4''
S'-3"
26
6'-S"
6r-4rt
fit-4r° 0.743
0.743
0.40�'
111
5►.823
0.236
0.317
54 tt
t�.,wr.<-
60
5' • 1®"
t
6 .6rt
5'' 10't
t ?t
t3 6
5t - 9't
r �tt..�
6 ., 3
2:8
..,,.�,.....,�
30
6' - 71,
1 tr
7 - 3
6t -10"
! tt «
7 .6
6f _ 10" O.865
..� t ft
7 -6 1.042
0. 865
1 .042
0.444
0.481
126
145
4.283
5.090
0.287
0.367
0.401
0.495
6611
71_111
71-1"
6t-9it
32
7r-1011
61-,1,t
8'-1" 1.210
1.210
0.618`
160
6.917
0.444
0.689
CONCRETE JUNCTION BOX (JB)
DETAIL _ ��
SCALE: NOT TO SCALE C.7.3
CRASS MEDIAN OR
CONCRETE ISLAND 2t _ 6 tt
B
A -- EXPANSION JOINT .
_ _--
"" A 1tlt-O`: L.
1'w6't
lot -oft
3t�iIto
STD. 840.03 FRAME, GRATE AND HOOD
EXPANSION JOINT
eta 9tt
RADIUS--,,
-- '� RADIUS
` RADIUS
1 " RADIUS---'
SECTION - AA
_VAR._ VAR. 911
stt Try all TO 2- "
1/b" PADIUS-.,\
" RADIUS
I
RADIUS
144" RADIUS f
VAR; 1'-6"
-err
t DEPRESSED CUTTER LINE [1 `
EXPANSION JOINT I EXPANSION JOINT
-SEE STANDARD NO. 840.01 OR 840.02
ELEVATION
�tt 2'-Ott
" RADIUS-S.
'\ 3'° RADIUS
�.. ; ;t i�•g,t RADIUS
f�
2'- 1
SEC ! ION - CC
CURS FOR CATCH BASIN
DETAIL r4
SCALE: NOT TO SCALE 2J.3
R,
ON"
1'-6" CURB AND GUTTER
NOTES:
INSTALL ALL STEPS PROTRUDING 4" FROM INSIDE FACE OF STRUCTURE WALL.
STEPS DIFFERING IN DIMENSIONS CONFIGURATION OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THE CONTRACTOR HAS FURNISHED
THE ENGINEER WITH DETAILS OF fHE PROPOSED STEPS AND HAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SUCH STEPS.
4 tt
IF
.� rt
f
It
d„
lv `13.
nt
v,
PLAN SIDE
ELEVATION
PLAN
{\ 11.011
ELEVATION
SIDE
ELEVATION
1 tr
8 �t € ace
�.
PLAN_
rr
1/2
SIDE
,,8�►
--� .-- �I•-�-
��--- 4
'
(�
1
ELEVATION
COMPOSITE
1211
ELEVATION
L
CAST IRON
YPRO
STIC
SECTION A -A
DRAINAGE STRUCTURE STEPS
DETAIL
SCALE: NOT TO SCALE C.7.3
y LV
t
I
_ 14tf
ELEVATION
PLAN
OAST IRON
- - #S BAR OR
#8 BAR
GALV'D .
SIDE
E L EVAT I ON
c� REINFORCING STEEL
NOTE:
12t► DO NOT USE IN
SANITARY SEWER MANHOLES.
ELEVATION
1 � 1
1 E
CL04
L
O0)
o
c
m
N
2
c
CD
o
N
Mc
YJ
i
CD
OL
0
u.
'~
o
co
z
M
O
4-0
Q
:3a
O
CD
0
Q
rn
c
U
Z
cl-
0
O
L.v
Cj Z
L.�
ok�
0
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Q
v )
LL
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Q
OV
Q
U
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CL
V
W
i
z
V
O
u
ce
SHEET NO.
C. 7.3

BACK OF CURB ---
X
t
►!
Y
1
PLAN
x
SECTION Y-Y
RISER HT.
VARIES 1r;Oo► *,..,. gg:...— -
4
64 f! r
y7' E
;r
'ry
tt
PIPE USED
WHERE �a TO 3�t► E IS US I RISER HT.
VARIES
WHERE 2ff fl 54F► PI
PE USED
T 4 I EIS
DETAIL SHOWING METHOD
OF RISER CONSTRUCTION
43 tr
,,ell A
r�
PLAN
FRAME,GRATE, & HOOD ASS`Y
------------
SECTION - AA
GRATE AND H OD GENERAL NOTES:
►, NO. 840 - a3 USE CLASS "B" CONCRETE THROUGHOUT.
,► '} PROVIDE :ALL CATCI4 BASINS OVER 3'-6" IN DEPTH WITH STEPS 12►'
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
TOP ELEVATION OPTIONAL CONSTRUCTION MONOLITHIC POUR, 2`" KEYi'�AY, OR #4 BAR DOWELS AT
r:. 12►' CENTERS AS DIRECTED BY THE ENGINEER.
- ._w.... USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
3f! �' IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
„W g AS SHOWN ON STD. NO. 840.00 .
8}' USE TYPE "E"' frF" AND rtGfl GRATES UNLESS OTHERWISE INDICATED.
r? ,
3!, FOR 8'-0" IN HEIGHT OR, LESS USE 6" WALLS AND BOTTOM SLAB. OVER
Srt J-1
D 8,-oftTO 16`-0" IN HEIGHT USE 8" WAL.LS ANC} BOTTOM SLAB. ADJUST
£QUANTITIES ACCORDINGLY.
CONSTRUCT WITH PIPE CROWNS MATCHING.
.`` CHAMFER
�q �! t y�g �+ tY CORNERS
{
> CHAMFER ALL EXPOSED CORNERS t"e
"'SEE NOTE
SECTION X-X DRAWING NOT TO SCALE.
occ 01U.11v. 0"-.v1.i' ,rAi:�i.�a"i 13i 17a Rims
�'-a" {�
TOP ELEVATION
3tr
'f .. n.....-• }�
B
6"
611
;M
G
D
SEE NOTE/
SECTION J _ J
WHERE Sat' TO 36" PIPE IS USED
�.! E .a�nn J
• `s B _...ter _ <% • .
I -
•'t
PLAN
NOTE: USE TYPE "Elf,
tEtt, tr F rt AND "0" GRATE
UNLESS OTHERWISE NOTED.
A ALIGN FRAME WITH INSIDE -
EDGE OF WALL TO ALLOW
FOR VERTICAL ADJUSTMENT
MALL SECTION
SECTION - BB
fr 3/4
It
Q
>
t�
3 21r 31 Ott �j,�-tF
>v7 }' t
SECTION - KK
K
------------
.y €
i
TOP
STEPS - STD. NO. 840.66
off
A
$ft
6"
t. "
k
SECTION M - M
P USED
���,} T 4 PIPE E I US
WHERE 42 (} S S
C
211s It
SECTION LL
{ to
SECTION - PF
' ►
cm N
K
If
t L
-FRAME PLAN
St -O�$lr
tt 2ottt)
T' 16tt
R
HOOD ELEVATION
PLAN
S -•�
6't E --.•;
6" 61
,#_4 BARS t'Vrr
ti
_ F
aiPACES i .} €
! 3r )! 1/2 11
3 !,
- s- }-------
._,-...
� f
Cr'1 Lu W
R ' ' ��' R
'�
LL —A
nri
c3c;
k4 7F MA
jj
f ....-,......w.,....w,. .....�.. ,a..,.,
S
PLAN OF TOP SLAB SECTION S-S
..- "WIT BARS
SECTION R-R
— #4 BAR
t �,F
� f
6 rr {
DOWEL
�- - - -- EXPANSION JQZNTS_________._.,._____;i
4' 6" 41,61
STD. 840.03 FRAME,
1�' GRATE HPOD
...i......e...,....:.,.�,..-..:...n.....pwa. .....,�......�-«fie; r.....,...,...7............ - [ � F � �....,..«-.�.w.im«..+......+....•. ..d....... � ' )v..,.......�.. ��
{ t tr ,
�,......._ o -v
PLAN
CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES
TOP 6"
ELEV.� EXPANSION JOIN
USE CAN FLAT �?
GRADES 2% AND UNDER
3'-0'► DEPRESSED GUTTER LINE
EXPANSION JOINT-----_f - - - --
TMELEVATION—,
NORMAL CURB AND GUTTER ON LIGHT GRADES
NORMAL GUTTER LINE
EXPANSION JOINT' 6,t
$.t►
TOP,
USE ON GRADES VER 2%..
DEPRESSED GUTTER LINE
10►►JAX , Gt_4r'
EXPANSION JOINT �•�' '�� •'� "" _��
MELEVATION
NORMAL CURB AND GUTTER ON STEEP GRADES
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€ MINIMUM DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN(BASED ON MIN. HEIGHT, Ho
_ _ _ .. - __ ,..... ..,--_ .._..�.. �.....-,..........� ...,_ ..
WITH NO RISER) *u..._._....,,..,.._�._u_..,,....�.__-.._
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DIMENSIONS OF BOX AND PIPE Ct1VER
CU. YDS. CONC. IN BOX DEDUCTIONS
PIPE SPAN WIDTH 1 WIDTH SPAN MIN. HEIGHT DIMENSION BARS-U BARS-V BARS-W TOTAL
TOP BOTTOM �T. Ct1NC, ONE PIPE
,FOR MIRIMM
SLAB SLAB €HEIGHT, H C.M. R,C,
D
A
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iLENGTH
Na.
LENGTH
NCI:
LENGTH
LBS,
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41
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0,297
0a441
CONCRETE CATCH BASIN
DETAILrT�
SCALE: NOT TO SCALE C•7.4
DETAIL SHOWING TYPES OF GRATES
USE ACCORDING TO WATER FLOW,
---TYPE "Grr TYPE "Erl rr rr
N
N 21_ :
SECTION MM
SECTION - NN
WATER FLOW, SAG — — WATER FLOW —
TYPE "F rl
TYPE "E" ---,TYPE ?'Grl
1
..• RAISED FLOW ARROW 23/4
HIGHF
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SECTION A -A
TYPE - F
SECTION - RR
FRAME GRATES AND HOOD FOR USE ON STANDARD CATCH BASIN)
DETAIL _r2
SCALE: NOT TO SCALE C.7.4
* RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT
1 - 1 1 3 tt
A f � �F � A
1 Liv
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112
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RAISED FLOW ARROW 3, rr
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MINIMUM 5' LONG
STEEL POSTS OR OTHER STEEL POST
APPROVED MATERIAL (TYP.)
S SEPARATION = 6' MIN. & 8'
mow/ MAX.
O WELDED WIRE MESH
�Bern
BACKFILL 24" TYP.
,, EROSION & SILTATIONAq�, /Cq� Tq� Fjt�e CONTROL FABRIC _ GROUND LINE
N Oq
She S p WELDED WIRE MESH
24' MIN. EXTRA DEPTH
REQUIRED FOR
NOTE: .:►.: ° '� ''- ' I1= flI- NON --STABLE SOILS
BURLAP SHALL NOT °
BE USED. u-
'* L_- COMPACTED FILL SECTION VIEW
T!!t 11 f SEDIMENT FENCE DETAIL
NOT TO SCALE
ALTERNATE: IN LIEU OF BURYING
SKIRT, 6" OF N0.5 STONE MAY BE
USED TO ANCHOR SKIRT.
12 GAUGE 4"X4" OR �`�FORg� ° •
2 X4 WELDED WIRE G •
HOOKED ONTO
PREFORMED CHANNELS p�\ R� •
ON METAL POSTS. xs `18 . • /
6
s •
/ �a� / • s
• MAXIMUM SEDIMENT STORAGE
• LEVEL. REMOVE SEDIMENT
• WHEN THIS LEVEL IS REACHED
/ OR AS DIRECTED BY
• CONSERVATION INSPECTOR.
• / ' ULTRAVIOLET RESISTANT (BLACK) MIRIFI
FABRIC OR EQUIVALENT SECURED TO
3' / _ WIRE WMTH METAL CLIPS OR WIRE AT
• 8" OFF CENTER.
• GENERAL NOTES:
NATURAL GRADE 1. FENCE FABRIC SHALL BE A
CARRY APPROXIMATELY 12" OF FABRIC INTO MINIMUM OF 32" IN WIDTH AND
TRENCH, COVER WITH SOIL AND TAMP BACKFILL
CARRY 6" OF WIRE INTO TRENCH. SHALL HAVE A MINIMUM OF' 6
2' MINIMUM LINE WIRES WITH 12" STAY
SPACING.
METAL POSTS.
2. FILTER FABRIC SHALL BE MIRAFI
100 FABRIC OR EQUIVALENT.
BURLAP CANNOT BE USED
,SEDIMENT FENCE DETAIL WHERE SILT FENCE IS TO
NOT TO SCALE REMAIN FOR A PERIOD MORE
THAN 30 DAYS.
MAINTENANCE NOTES:
3. STEEL POSTS SHALL BE 1.33
1. FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LBS./L.F. HAVE A MIN. LENGTH
LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE OF 5' AND BE OF THE
IMMEDIATELY. SELF --FASTENER ANGLE STEEL
TYPE.
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE
EXPECTED USABLE LIFE AND THE BARRIER STILL BE NECESSARY, THE FABRIC SHALL. BE
REPLACED PROMPTLY.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE
REMOVED WHEN DEPOSITS REACH APPROXIMATELY 0.5 FT. IN DEPTH
4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER BARRIER
IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH THE EXISTING GRADE,
PREPARED AND SEEDED.
5. PROVIDE OUTLETS IN SEDIMENT FENCE AT LOW SPOTS FOR DEWATERING LARGE AREAS
(USE CLASS B STONE).
SEDIMENT FENCE
DETAIL n
SCALE: NOT TO SCALE C.7.5
NOTES:
(1) INSTALL CONTROLLED SEDIMENT
OUTLET EVERY 200' ALONG
SEDIMENT FENCE.
4' MAX 11 8' MAX
1' MAX
vk
46
��-------5' -
CLASS "A" RIP --RAP ENERGY DISSIPATER
ELEVATION
SUPPORT WIRE
FILTER FABRIC
95% STANDARD 1' MAX SPILLWAY HEIGHT
�QW PROCTOR POST 18" DEEP MIN.
COMPACTED
CLASS "A" RIP --RAP
SOIL
ENERGY DISSIPATER
MIN. f`-�''yMs�• 1 "
4"
MIN. 5
SECTION FILTER FABRIC
SECTION
CONTROLLED SEDIMENT FENCE OUTLET
DETAIL 2
SCALE: NOT TO SCALE �_5
100'
20'
EXISTING g" EXISTING CRUSHED STONE H
GROUND g GROUND,,,
Poe
VCRUSHED STONE \--PROVIDE TRANSITION BETWEEN CONSTRUCTION
ENTRANCE/EXIT.
PROFILE PLAN
NOTES:
(1) STONE SIZE — 1"-2" COURSE AGGREGATE, CRUSHED STONE MAY BE USED.
(2) WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR
TO ENTRANCE ONTO PUBLIC RIGHT OF WAY. WHEN WASHING IS REQUIRED, IT
SHALL BE PERFORMED ON A SURFACE STABILIZED WITH CRUSHED STONE,
DRAINING INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. ALL
SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH
OR WATERCOURSE THROUGH THE USE OF SANDBAGS, GRAVEL, BOARDS OR
OTHER APPROVED METHODS.
(3) THE ENTRANCE/EXIT SHALL BE MAINTAINED IN A CONDITION WHICH PREVENTS
THE TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS OF WAY.
THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS
CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES
USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR
TRACKED ONTO PUBLIC RIGHTS OF WAY MUST BE REMOVED IMMEDIATELY.
(4) MINIMUM DIMENSIONS: LENGTH AS EFFECTIVE BUT NOT LESS THAN 50 FEET.
THICKNESS NOT LESS THAN EIGHT (8) INCHES. WIDTH NOT LESS THAN FULL
WIDTH OF ALL POINTS OF INGRESS OR EGRESS
CONSTRUCTION ENTRANCEZEAT
DETAIL 3
SCALE: NOT TO SCALE C.7.5
WASHED STONE
A
SEDIMENT FENCE
0
J
V--STEEL POSTS
PLAN VIEW
INSIDE SLOPE
NOTES:
(1)
SEDIMENT SHALL BE REMOVED AND TRAP
CATCH BASIN
RESTORED TO ITS ORIGINAL DIMENSIONS WHEN
THE SEDIMENT HAS ACCUMULATED TO 1/2 THE
DESIGN DEPTH OF THE SEDIMENT FENCE.
REMOVED SEDIMENT SHALL BE DEPOSITED IN A
SUITABLE AREA AND IN SUCH A MANNER THAT
A
IT WILL NOT ERODE.
(2)
THE STRUCTURE SHALL BE INSPECTED AFTER
EACH RAIN AND REPAIRS MADE AS NEEDED.
(3)
CONSTRUCTION OPERATIONS SHALL BE CARRIED
OUT IN SUCH A. MANNER THAT EROSION AND
Opp
WATER POLLUTION SHALL BE MINIMIZED.
(4)
THE SEDIMENT, ' "AP SHALL BE REMOVED AND
THE AREA STABILIZED WHEN THE REMAINING
DRAINAGE AREA HAS BEEN PROPERLY
STABILIZED.
TEMPORARY INLET PROTECTION
DETAIL n
SCALE: NOT TO SCALE C. ].5
3
1
(MAX SIDE
SLOPE TYP.)
i
35' (MAX.)
I-� - VARIES
4 OR 5 MESH STEEL POSTS
TO THE INCH
GALV. WOVEN
WIRE CLOTH. X/
-WASHED STONE
9" MIN.
EXCAVATE TRAP
STOCK PILE SHALL BE STABILIZED VIA
SEEDING, MULCHING ETC. WITHIN 15
DAYS OF LAND DISTURBING
ACTIVITIES. CONTRACTOR SHALL
MAINTAIN DENSE VIGOROUS COVER AT
ALL TIMES.
CONSTRUCT SILT FENCE
AROUND PERIMETER OF
STOCKPILE (SEE DETAIL
ON THIS SHEET)
TEMPORARY STOCKPILE DETAIL
DETAIL n
SCALE: NOT TO SCALE C. J.S
MATTING SHALL BE APPLIEC
A MINIMUM OF 3' DOWN
INSIDE DIKE SLOPE FROM
SPILLWAY CREST
Z//Z// 7/;
SECTION A --A
DESIGN TOP OF BERM — ELEV. = VARIES (SEE PLAN)
6" M(11 N LAP
VARIES (SEE PLAN)
EMERGENCY SPILLWAY CREST
ELEV. = VARIES (SEE PLAN)
EROSION CONTROL
MATTING AT ALL JOINTS, UPSLOPE
O&�s MAT SHALL OVERLAP THE
SECTION i DOWNSLOPE MAT
NOTES OAS
1. THE EROSION CONTROL MATTING SHALL BE INSTALLED AFTER �0,0
GRASS SEED AND SOIL AMENDMENTS HAVE BEEN APPLIED. F
2.WHEN INSTALLING THE EROSION CONTROL MATTING THE
MANUFACTURER'S RECOMMENDATIONS SHALL BE FOLLOWED
FOR LAP DISTANCES, ANCHOR SPACING & NUMBER, AND
TRENCHING.
3.FERTILIZER, LIME, AND SEED SHALL BE APPLIED BEFORE
MATTING IS INSTALLED. SEEDING AND SOIL AMENDMENTS
SHALL BE APPLIED AT TWICE SCHEDULED RATES IN THE
SPILLWAY SECTION.
MATTING SHALL BE APPLIED OUT
TO THE TOE OF THE DIKE FILL SLOPE
EMERGENCY SPILLWAY
DETAIL
SCALE: NOT TO SCALE
12" THICK BLANKET OF
1 /2" TO 3/4" AGGREGATE
(NCDOT # 5 WASHED
STONE) ON INSIDE FACE OF
I., TRAP
DESIG11
9M TOP
3,600 CU FT/AC
r
6
C.7.5
1.5' HEIGHT OF WEV,
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CROSS SECTION
\. -FILTER FABRIC
RIP RAP, NCDOT CLASS B.
OVERFILL 6" FOR
/ —SETTLEMENT
TEMPORARY SEDIMENT TRAP
DETAIL
SCALE: NOT TO SCALE
EXISTING GROUND
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3" 2"—
)
4 1_011 VARIABLE 4 0-011
wm —
PLAN FORMIDDLEOF BLOCK
VAR. SLOPE NOT
TO EXCEED 12:1
r-BACK OF CURB
FACE OF CURB
4 9—on
so FULL CURB
B.O.C. ELEV.
F.O.C. ELEV.
ELEVATION OF CURB DROP
HANDICAP RAMP IN SIDEWALK
DETAIL �'
SCALE: NOT TO SCALE
TAPER SIDEWALK TO
VALLEY CURB
--'-:SIDEWALK
H�4
:4
24" WHITE
CROSSWALK LINE
24!' GAP
10' MIN. WIDTH
PLANTING STRIP
CROSSWALK
DETAIL
SCALE: NOT TO SCALE
EDGE OF EXISTING PAVEMENT--\
00
NEW ASPHALT PAVEMENT EXISTING ASPHALT PAVEMENT
900
29 7" R-31-3tv BUTT JOINT—/
R=29-3t' NOTE:
ALL EXISTING PAVEMENT SHALL BE CUT OFF SQUARE IN
ORDER TO RECEIVE THE NEW ASPHALT PAVING. THE SQUARE
3#-7" CUT SHALL BE MADE AS FAR BACK FROM THE EXISTING EDGE
OF PAVEMENT AS REQUIRED TO FIND A SUITABLE BUTT JOINT
TO BE MADE. NEW PAVEMENT SHALL BE FEATHERED AND
0
WEDGED TO FORM A SMOOTH TRANSITION AND AS DIRECTED
CNN BY THE ENGINEER.
10 1 9
1 9
0 MIN. MIN.
,5u- 3 9' of$ I
V_wj NEW PAVEMENT EXISTING PAVEMENT
—291 SURFACE COURSE SURFTCE C5URgr
BASE COURSE BASE COURSE
JOINT SHALL BE SEALED WITH BITUMINOUS LIQUID TACK COAT.
TRAFFIC ARROWS
DETAIL
SCALE: N OT TO SCALE
TYPICAL BUTT JOINT
DETAIL
SCALE.- NOT TO SCALE
' PROPOSED SIDEWALK
VALLEY CURB
VARIES
WHITE PAINT
STRIPE
STOP BAR
DETAIL 73
SCALE: NOT TO SCALE
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AUXILIARY TURN LANES
20' SPACING
ALONG LANE LINES
PLACED INSIDE OF
THE TURN -LANE.
YELLOW PAtINTED ISLAND 1WHITE PAINTED ISLAND''
20' SPACING
ALONG WHITE LINES
40' SPACING ALONG f
DOUBLE YELLOW
CENTER LINES
ra
&mmi:zi: < :K.
LEGEND
DIRECTION OF TRAFFIC FLOW
CRYSTALIRED PAVEMENT MARKER
YELLOWIYELLOW PAVEMENT MARKER
PAVEMENT MARKING SYMBOL
PAVEMENT SURFACE
PLACEMENT ALONG WHITE SKIP LINES
80'
REFER TO SPACING CHART
FOR SPACING REDUCTIONS
15' 15'
0I----p log 10,
C�
WHITE
SKIP
PLACEMENT ALONG WHITE MINI -SKIP LINES
PLACEMENT ALONG YELLOW CENTER LINES
:
REFER TO SPACING CHART
FOR SPACING REDUCTIONS
1 � 80,
DETAIL OF PAVEMENT
MARKER PLACEMENT
15'
15' f 15'
MARKERS CENTERED
BETWEEN DOUBLE CENTER LINES
CENTER LINES FOR
TWO-LANE TWO-WAY ROADWAYS
UNDIVIDED ROADWAYS
TWO-WAY LEFT TURN LANES
al
1515'
SNOWPLOWABLE RAISED PAVEMENT MARKERS
so'
6 oil
ED
MARKER CENTERED � RAISED REFLECTIVE PAVEMENT MARKERS
BETWEEN MINI -SKIP LINES
(� — - — - — - — - oil t61f
r
MARKERS CENTERED BETWEEN MARKERS CENTERED
DOUBLE CENTER LINES BETWEEN SKIP LINES
PAVEMENT MARKERS
DETAIL
SCALE: NOT TO SCALE
TYPICAL PAVEMENT MARKER
TOP VIEW
4" MIN. - 5" MAX,
i �� ♦ter tie'ri�/' •.�T'.rS►wSQEiir�►+i,. '�' �a;.r .►
FRONT V I EVE.,
:fiTVF
LENS A
LENS B
YELLOW
YELLOW
CRYSTAL
RED
CRYSTAL
CRYSTAL
0.5" 0.'
SIDE VIEW
25° - 350
1---PAVEMENT SURFACE
GENERAL NOTES
1- UCE A MINIMUM OF 2 SQUARE INCHES FOR THE AREA OF EACH REFLECTIVE LENS,
2- FOR A COMPLETE LISTING OF PAVEMENT MARKERS AND ADHESIVES ACCEPTABLE FOR
U E IN NORTH CAROLINA, REFER TO THE NCDOT WORK ZONE TRAFFIC CONTROL UNIT
APPROVED PRODUCTS LIST AT:
http://www.d©h.dot.state.nc.us/construction/wztc/Apu_Prod/apv_prod.htm
2'
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1' DIA
CAP STREET SIGN
(TYPICAL SIZE)
iol
STOPII
STREET SIGNAGE
DETAIL
SCALE: NOT TO SCALE
1141' X 4„
,BOLT
DIMENSION IS
SUFFICIENT FOR
YIELD SIGNS
AS WELL
2 3/8" GALVANIZED
WALL THICKNESS MIN 0.047"
FINAL GRADE
N STOP SIGN DETAIL
CONCRETE BASE
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RIM 17.09'
INVERT IN 12.18'
INVERT OUT 10.40'
TIE INTO EXISTING
8" WATERLINE
SEE DETAIL s 10
C.7. C.7.$
SCALE: 1 " = 40'
40' 0 40'
SCALE OF MAP MAY VARY
DUE TO METHODS OF REPRODUCTION.
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GENERAL N 0
TE S .
(9)
LATERAL SEPARATION OF SEWERS OR WATER MAINS. WATER MAINS SHALL BE LAID AT LEAST TEN (10) FEET LATERALLY
FROM EXISTING OR PROPOSED SEWERS, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A TEN (10) FOOT LATERAL
SEPARATION --- IN WHICH CASE:
(1)
TOPOGRAPHICAL SURVEY INFORMATION PROVIDED BY DANNY MARCO PADGETT AND ASSOCIATES,
(A)
THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION ON THE BOTTOM OF THE WATER MAIN AT LEAST
P.L.S. L-2639. INFORMATION PROVIDED FOR ENGINEERING DESIGN PURPOSE ONLY. NOT FOR
EIGHTEEN (18) INCHES ABOVE THE TOP OF SEWER; OR
2
(}NO
RECORDATION.
WETLANDS WERE NOT PRESENT ONSITE PER LAND MANAGEMENT GROUP SITE REVIE'N. A LETTER OF
(B)
THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE WATER MAIN LOCATED AT ONE SIDE ON A
BENCH OF UNDISTURBED EARTH, AND WITH THE ELEVATION OF THE BOTTOM OF THE WATER MAIN AT LEAST EIGHTEEN
INTEREST' WAS ISSUED FOR THE SITE BY THE ARMY CORPS OF ENGINEERS.
�_� --
(18) INCHES ABOVE THE TOP OF SEWER.
3
()
CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITIES BEFORE COMMENCING CONS :.UCTION;
10
( )
CROSSING A WATER MAIN OVER A SEWER. WWENE VER :.NECESSARY FOR A WATER MAIN TO CROSS OVER A SEWER, THE
4OTTOM
OWATER
RAT THROUGH
WASTE TRIALS GENERATED
I PO SAL OF ALL MATERIALS
CONTRACTOR IS RESPONSIBLE FORDS
OF THE WATER MAIN IS AT LEAST EIGHTEEN 18
MAIN SHALL BE LAID AT SUCH AN ELEVATION THAT THE B ( )
M
TIES SHOWN.
DEMOLITION AND GRUBBING ACTIVITIES
DEMOLI
AT THE LIMIT OF DISTURBANCE FOR THIS CONSTRUCTION SITE.
TOP OF THE SEWER UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT AN EIGHTEEN (18) INCH
INCHES ABOVE THE 0 ,
5
O
SEDIMENT FENCING TO BE
SEPARATION -- IN WHICH CASE, BOTH THE WATER MAIN AND SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS
(6)
CONTROLLED SEDIMENTATION OUTLETS TO BE PLACED AT 200 L.F. INTERVALS -ALONG SEDIMENT
AND WITH JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF TEN (10) FEET ON EACH SIDE
(7)
FENCING.
ALL DISTURBED AREAS TO BE SEEDED, FERTILIZED, AND MULCHED WITHIN 15 CALENDAR DAYS OF
(11 )
OF THE CROSSING.
CROSSING A WATER MAIN UNDER A SEWER. WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER,
I ACTIVITIES,
GRADING
BOTH THE WATER MAIN AND THE SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS EQUIVALENT
(8)
WATER, SEWER, AND STORMWATER PIPES TO BE INSTALLED IN TRENCHES ACCORDING TO STANDARD
TO WATER MAIN STANDARDS FOR A DISTANCE OF TEN (10) FEET ON EACH SIDE OF THE POINT(S) OF CROSSING. A
SPECIFICATIONS AND DETAILS.
SECTION OF WATER MAIN PIPE SHALL BE CENTERED AT THE POINT OF CROSSING.
35
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LOW POINT ELEV = 17.02
30
LOW POINT STA
0+34.24
PVI STA = 0+34.24
PVI ELEV = 16.65
A.D. = 4.3409
K = 15.8953
6.00'VC
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EXISTING GRADE
15" HDPE
-- STORMPIPE
INV. 13.84 (SS)
' 24" HDPE
10 STORMPIPE —
INV. 13.76 (W)
I
JH BATTS ROAD SS
SEE SHEET C.6.4 -
5
0+00 1 +00
TWO (2) 15" HDPE
STORMPIPE
INV. 16.25 (SS)
1
PROPOSED GRADE --�
1.49'g`� yx 3G F . OF
APPROX. 400 1-•
4 0.80%
g" PVC (SDR 35)
TWO (2) 15" HDPE
STORMPIPE
INV. 16.05 (W)
2+00
2.05'
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24" HDPE
STORMPIPE
INV. 17.35 (SS)
NOTE: SANITARY SEWER NOT VISIBLE ON PROFILE WHEN
PARALLEL TO AND AT THE SAME ELEVATION AS WATERLINE.
3+1 00 I 4 i00
no
PVI STA = 5+10.11
PVI ELEV = 26.98
A.D. 1.5967
K = 33.7954
-i 5 .96' V i-
(12) SEWER AND STORMWATER PIPES TO HAVE A MINIMUM OF 24" SEPARATION FROM BOTTOM OF STORMWATER PIPE
AND TOP OF SEWER PIPE.
(13) ROOFTOP RUNOFF FOR ALL RESIDENTIAL LOTS TO BE DIRECTED TO ON -LOT STORMWATER BASINS, ALL
DRIVEWAYS, SIDEWALKS AND ROADS TO BE CONVEYED BY OVERLAND FLOW AND PIPED TO COMMON STORMWATER
BASIN.
(14) FOR MAXIMUM ALLOWABLE BUILT --UPON AREA PER LOT SEE TABLE 5.1 ON SHEET 5.1.
(15) THE STORMWATER MANAGEMENT PLAN DEPICTED ON THESE SLEETS SHALL BE CONSTRUCTED IN ACCORDANCE WITH
THE SEDIMENT & EROSION CONTROL PLAN APPROVED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES.
(16) ACCORDING TO THE SEDIMENTATION POLLUTION CONTROL ACT JI° 1973 (NORTH CAROLINA GENERAL STATUTE 113A
51-66) THIS PROJECT IS SUBJECT TO AN APPROVED SEDIMENTATION ATION AND EROSION CONTROL PLAN. THE
CONTRACTOR SHALL ADHERE ` TO ALL OF THE CONDITIONS SET -FORTH IN THE APPROVED PLAN AS PRESCRIBED BY
NCDENR. A COPY OF THE APPROVED SEDIMENTATION AND EROSION CONTROL PLAN SHALL BE DISPLAYED AT THE
JOB SITE AT ALL TIMES.
(17) ALL FITTINGS TO BE MJ DIP WITH THRUST BLOCKING UNLESS OTHERWISE NOTED ON PLANS.
(18) EXCELSIOR MATTING AND SEEDING TO BE USED ON SLOPES STEEPER THAN 2: 1. SOD SHALL BE USED FOR ALL
SLOPES FLATTER THAN 2:1. g`
(19) CONTRACTOR SHALL IMPLEMENT TRAFFIC CONTROL MEASURES IN ACCORDANCE WITH M.U.T.C.D.
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24" HDPE
sTORMPIPE
INV. 18.75 (SS)
INSTALL APPROX. 1,366 L.F.
8" PVC (C900) WATERLINE
AT A 3' MIN. BURY DEPTH
HORIZONTAL: 1" = 40'
VERTICAL: 1" = 4'
5+00
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PARKING STRIP
1 DROP (FINISH GRADE)
PROPOSED ROAD SURFACE
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GENERAL NOTES:
1.) CONTROL JOINTS SHALL BE PLACED 0 10" INTERVALS UNLESS OTHERWISE
SPECIFIED BY ENGINEER, PLANS, OR SPECIFICATIONS.
2.) ALL CONTROL JOINTS SHALL BE FILLED WITH JOINT SEALER. FINISHED GRADE
3.) EXPANSION /CONTRACTION JOINTS SHALL BE AT 90 FOOT INTERVALS, AND
ADJACENT TO ALL RIGID OBJECTS.
4.) ALL JOINTS SHALL MATCH LOCATIONS WITH JOINT IN ABUTTING SIDEWALK.
5.) CONCRETE SHALL ACHIEVE A MINIMUM 28 DAY YIELD STRENGTH AT 3,000 15" PERFORATED PIPE
PSI.
VALLEY CURB DETAIL
SLOPE VARIES
3:1 MAX
EXISTING
SUBGRADE
5'-0" CONCRETE SIDEWALK
AT 2%, SEE DETAIL 1/C.7.3
1.5' PAVED SHOULDER
DOWN SPOUT FROM DWELLING
4" BYPASS STRUCTURE
FOR STORM WATER
RUNOFF IN EXCESS OF 1.5
\1/ 4- \1/
Nv
DETAIL 1 �' i
�� � o 0
SCALE: NOT TO SCALE _A
60' ROW
/-4-UV- F I DL
- EOS 17-00 FT EO
- BOC. 12-00 FT BO
- EOP 10.00 FT EO
TYPICAL VALLEY CURB
SEE DETAIL 1/C.7.1
0.5' MIN. COVER
EXCESS STORMWATER "
RUNOFF TO DISCHARGE
TO GRADE
122.00 2.0' MIN. SEPARATION FROM
Ild BOTTOM OF TRENCH TO SHWT
d
MINIMUM ELEVATION= 15.83'
"2\.5 0< 3/4" WASHED STONE
3
SLOPE VARIES STORMWATER TRENCH
3:1 MAX P
DETAIL 6
SCALE: NOT TO SCALE
- �7.1
5'-0" CONCRETE SIDEWALK
AT 2%, SEE DETAIL 1/C.7.3
TYPICAL ROAD SECTION
SLE DETAIL 3/C.7.1
NOTES:
(1) EOP =EDGE OF PAVEMENT
(2) BOC =BACK OF CURB
(3) Bos
EDGEOFSIDEWALKTYPICAL ROADWAY SECTION (4) = BACK OF SIDEWALK
CE'nnKlnADV CHDnIX ICInKi Dn (5) ROW = RIGHT OF WAY
DETAIL n
SCALE: NOT TO SCALE k C.7.1
2.0
FINISHED GRADE 2' TAPER
0.5'
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2' CURB TAPER
DETAIL
SCALE: NOT TO SCALE
PLAN VIEW.
5' BYPASS SPILLWAY 0 17.60'
APPROX. 52 p
BYPASS BOX 4A -
SEE DETAIL 3/C.7.2
3:1 SLOPE MAX. AL
15' SPILLWAY @ EL. 17.85 0 f
7
I&
100 YR STORM EL. = 17.02'
I I F 0
LOW=1
PROPOSED RIP RAP
(TYP.)
C
Q �
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C
Q�
50' VEGETATIVE FILTER as
INFIL. BASIN A 2.0' MIN SEPERA110N 24" FLARED
BOTTOM: 16.00' FROM SHWT END SECTION
RIP RAP WITH
NOTE: SEASONAL HIGH WATER LEVEL SPREADER INV OUT 16.43'
SHWT
TABLE ELEVATION 0 28.00 SEE DETAIL 5/C.7.2
SECTION A —A
INFILTRATION BASIN A
DETAIL 3
SCALE: NOT TO SCALE CJ.1
il
1/2 RAD. 6 — 21 - 0
3 RAD. 1/8 RAD.
cwo
21- 6 ry
2t-6" CURB AND GUTTER
SECTION VIEW OF CURBS OR CURBS AND GUTTERS
GENERAL NOTES:
FILL3/8" x 1" DEEP
GROOVED OR SAWN
-PLACE CONTRACTION JOINTS AT 10' INTERVALS, EXCEPT THAT
A 15' SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN
JOINT WITH JOINT
SEALER
1.0,
SATISFACTORY SUPPORT FOR THE FACE FORM CAN BE OBTAINED
RAD JOINT SEALER
0.5'
WITHOUT THE USE OF TEMPLATES AT 10' INTERVALS.
-JOINT SPACING MAY BE ALTERED IF REQUIRED BY THE ENGINEER.
1/8" RAD PAVEMENT
GUTTER
/SURFACE
-CONTRACTION JOINTS MAY BE INSTALLED WITH THE USE OF
SURFACE
TEMPLATES OR FORMED BY OTHER APPROVED METHODS.
FORMED A MIN. OF 1 � DEEP.
CM
CONSTRUCT NON -TEMPLATE JOINTS
-FILL ALL CONSTRUCTION JOINTS, EXCEPT IN 8"x6" MEDIAN CURB,
WITH JOINT FILLER AND SEALER.
-SPACE EXPANSION JOINTS AT 90' INTERVALS AND ADJACENT TO
PROPOSED
CURB & GUTTER PROP.
1/2 jt \
FILLER
/ PAVEMENT
\JOINT
ALL RIGID OBJECTS.
JOINT/
LONGITUDINAL JOINT
TRANSVERSE EXPANSION JOINT
IN CURB AND GUTTER
SECTION VIEW
OF JOINTS
CONCRETE CURB AND GUTTER
DETAIL r5
SCALE: NOT TO SCALE
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GENERAL SITE NOTES:
1. THIS PLAN REFERENCES A SURVEY BY:
DANNY MARCO PADGETT
P.O. BOX 130
SNEADS FERRY, NC 28460
[phone]
2. OWNER: ROYAL PALM DEVELOPMENT
ALVIN BATTS
P.O. BOX 2294
SURF CITY, NC 28445
(910) 328--126
3. APPLICANT/DEVELOPER:
ALVIN BATTS
P.O. BOX 2294
SURF CITY, NC 28445
(910) 328-126
4. PARCEL: JH BATTS ROAD
SURF CITY, NC
ZONED: MHS (MANUFACTURED HOME SUBDIVISION)
USE: SINGLE FAMILY DWELLINGS AND MANUFACTURED HOMES
TOTAL ACREAGE: 10.54 ACRES
5. ZONING DATA FOR MHS (MANUFACTURED HOME SUBDIVISION) ZONE
CRITERIA
REVD (SEC 4.1.6)
PROPOSED
Y MIN. LOT AREA:
5,000 SF 0.11 AC
8,733 SF O.20 AC
MIN LOT WIDTH
50'
64'
MIN. FRONT YARD:
15'
15'
MIN. SIDE YARD:
7.5'
7.5'
MIN. REAR YARD:
20'
20'
MAX. IMPERVIOUS COVER:
40%
26%
MAX. BUILDING HEIGHT:
48'
< 48'
UNITY DENSITY
N S
0.26 ACRES UNIT
N/A = NOT APPLICABLE N/S = NOT SPECIFIED (C)= COMPLIES
3-XO SF BUA PER LOT FOR DWELLING ON SMALLEST LOT (4.1.6,3H)
6. PARKING` (SECT 7.1):
REQUIRED PARKING:
SINGLE FAMILY DWELLINGS: 1 PER DWELLING UNIT
THEREFORE: 40 UNITS X 1 = 40 REQUIRED.
TOTAL PARKING SPACES REQUIRED = 40 SPACES
TOTAL PARKING SPACES PROPOSED = 40 SPACES
SPACES TO BE LOCATED ON EACH INDIVIDUAL LOT
SECT 5.1.4:
MIN. SPACE SIZE PER ORDINANCE: 9' X 18'
5
SCALE OF MAP MAY VARY
DUE TO METHODS OF REPRODUCTION.
PROPOSED GREEN SPACE (86' X 45')
(4,471 SF / 0.103 AC) MAXIMUM DWELLING SIZE
(3,000 SF)
(TYP-)
• •
+
22.
ALL CONTRACTORS MUST CARRY STATUTORY WORKER'S COMPENSATION INSURANCE, EMPLOYER'S LIABILITY INSURANCE AND APPROPRIATE
7.
BUFFER:
LIMITS OF COMMERCIAL GENERAL LIABILITY INSURANCE (CGL). ALL CONTRACTORS MUST HAVE THEIR CGL POLICIES ENDORSED TO NAME
MIN. BUFFER TO RESIDENTIAL: NONE REQUIRED (SURROUNDING PROPERTIES ARE IN THE RA (RURAL/AGRICULTURE) ZONE.
CAVANAUGH AND ITS SUB CONSULTANTS AS ADDITIONAL INSURED AND TO PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO
INSURE THE HOLD HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED BY THE CONTRACTORS. ALL CONTRACTORS MUST FURNISH
8.
PRIOR TO STARTING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT ALL REQUIRED PERMITS AND
t
CAVANAUGH WITH CERTIFICATIONS OF INSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE PRIOR TO COMMENCING WORK AND UPON
APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED
RENEWAL OF EACH POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION. IN ADDITION, ALL CONTRACTORS WILL, TO THE FULLEST EXTENT
AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS BY ALL OF THE PERMITTING AUTHORITIES.
PERMITTED BY LAW, INDEMNIFY AND HOLD HARMLESS CAVANAUGH AND ITS SUB CONSULTANTS FROM AND AGAINST ANY DAMAGES,
LIABILITIES OR COSTS, INCLUDING REASONABLE ATTORNEYS' FEES AND DEFENSE COSTS, ARISING OUT OF OR IN ANY WAY CONNECTED WITH
9.
THE OWNER/CONTRACTOR SHALL BE FAMILIAR WITH AND RESPONSIBLE FOR ANY/ALL CERTIFICATIONS, INSPECTIONS, ETC..
THE PROJECT, INCLUDING ALL CLAIMS BY EMPLOYEES OF THE CONTRACTORS.
REQUIRED BY ALL GOVERNING JURISDICTIONAL AGENCIES DURING AND AFTER CONSTRUCTION FOR SIGN --OFF AND CERTIFICATE OF
OCCUPANCY ISSUANCE, INCLUDING BUT NOT LIMITED TO PROCUREMENT OF SERVICES, SCHEDULING OF FIELD OBSERVATIONS AND
23.
NEITHER THE PROFESSIONAL ACTIVITIES OF CAVANAUGH, NOR THE PRESENCE OF CAVANAUGH, OR ITS EMPLOYEES AND SUB CONSULTANTS
COORDINATION WITH REPRESENTATIVES OF THE APPROPRIATE PARTIES.
AT A CONSTRUCTION/PROJECT SITE, SHALL RELIEVE THE GENERAL CONTRACTOR OF ITS OBLIGATIONS, DUTIES AND RESPONSIBILITIES
INCLUDING, BUT NOT LIMITED TO CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING,
10.
ALL WORK SHALL BE PERFORME D IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE REQUIREMENTS AND
SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND ANY HEALTH OR SAFETY
STANDARDS OF THE LOCAL GOVERNING AUTHORITY.
PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES. CAVANAUGH AND ITS PERSONNEL HAVE NO AUTHORITY TO EXERCISE ANY
CONTROL OVER ANY CONSTRUCTION CONTRACTOR OR ITS EMPLOYEES IN CONNECTION WITH THEIR WORK OR ANY HEALTH OR SAFETY
11,
MICA REPORT AND RECOMMENDATIONS SET FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION
THE GEOTECH L
PROGRAMS OR PROCEDURES. THE GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR JOB SITE SAFETY. CAVANAUGH SHALL BE
DOCUMENTS AND IN CASE OF CONFLICT SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS.
IDENTIFIED BY THE GENERAL CONTRACTOR AND SHALL BE MADE ADDITIONAL INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF
THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF ANY SUCH DISCREPANCY BETWEEN GEOTECHNICAL REPORT AND
GENERAL LIABILITY INSURANCE.
PLANS, ETC..
24.
CAVANAUGH SHALL REVIEW AND APPROVE OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS, SUCH AS SHOP
12.
THE PROPERTY SURVEY SHALL BE CONSIDERED A PART OF THESE PLANS.
DRAWINGS, PRODUCT DATA, SAMPLES, AND OTHER DATA, WHICH THE CONTRACTOR IS REQUIRED TO SUBMIT, BUT ONLY FOR THE LIMITED
13.
THESE PLANS ARE BASED ON INFORMATION PROVIDED TO CAVANAUGH AT THE TIME OF PLAN PREPARATION. CONTRACTOR
PURPOSE OF CHECKING FOR CONFORMANCE WITH THE DESIGN CONCEPT AND THE INFORMATION SHOWN IN THE CONSTRUCTION MEANS OR
SHALL FIELD VERIFY EXISTING CONDITIONS AND NOTIFY CAVANAUGH, IF ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON
METHODS, COORDINATION OF THE WORK WITH OTHER TRADES, OR CONSTRUCTION SAFETY PRECAUTIONS, ALL OF WHICH ARE THE SOLE
THE PLAN, OR IF THE PROPOSED WORK WOULD BE INHIBITED BY ANY OTHER SITE FEATURES.
RESPONSIBILITY OF THE CONTRACTOR. CAVANAUGH'S REVIEW SHALL BE CONDUCTED WITH REASONABLE PROMPTNESS WHILE ALLOWING
SUFFICIENT TIME TO PERMIT ADEQUATE REVIEW. REVIEW OF A SPECIFIC ITEM SHALL NOT INDICATE THAT CAVANAUGH HAS REVIEWED THE
14.
ALL DIMENSIONS3 SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR
ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. CAVANAUGH SHALL NOT BE RESPONSIBLE FOR ANY DEVIATIONS FROM THE
SHALL NOTIFY ENGINEER IN WRITING IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA
CONSTRUCTION DOCUMENTS NOT BROUGHT TO THE ATTENTION OF CAVANAUGH IN WRITING BY THE CONTRACTOR. CAVANAUGH SHALL NOT
COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN
BE REQUIRED TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN RECEIVED.
INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN.
25.
IN AN EFFORT TO RESOLVE ANY CONFLICTS THAT ARISE DURING THE DESIGN AND CONSTRUCTION OF THE PROJECT OR FOLLOWING THE
15.
CONTRACTOR SHALL REFER TO THE ARCHITECTURAL BUILDING PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRY/EXIT
COMPLETION OF THE PROJECT, CAVANAUGH AND THE CONTRACTOR MUST AGREE THAT ALL DISPUTES BETWEEN THEM ARISING OUT OF OR
RELATING TO THIS AGREEMENT OR THE PROJECT SHALL BE SUBMITTED TO NON --BINDING MEDIATION UNLESS THE PARTIES MUTUALLY AGREE
POINTS, PRECISE BUILDING DIMENSIONS EXACT BUILDING UTILITY LOCATIONS. ELEVATIONS TO BE CONFIRMED WITH CIVIL AND
PO t
OTHERWISE.
ARCHITECTURAL. PLANS.
EXCAVATED MATERIAL AND DEBRIS SOLID WASTE)
(
26.
THE CONTRACTOR MUST INCLUDE A MEDIATION PROVISION IN ALL AGREEMENTS WITH INDEPENDENT SUBCONTRACTORS AND CONSULTANTS
16«
DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE AND ALL UNSUITABLE
RETAINED FOR THE PROJECT AND TO REQUIRE ALL INDEPENDENT CONTRACTORS AND CONSULTANTS ALSO TO INCLUDE A SIMILAR MEDIATION
SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL TOWN, COUNTY, STATE AND FEDERAL LAWS AND APPLICABLE CODES.
PROVISION IN ALL AGREEMENTS WITH THEIR SUBCONTRACTORS, SUB CONSULTANTS, SUPPLIERS AND FABRICATORS, THEREBY PROVIDING FOR
MEDIATION AS THE PRIMARY METHOD FOR DISPUTE RESOLUTION BETWEEN THE PARTIES TO ALL THOSE AGREEMENTS.
17.
CONTRACTOR IS RESPONSIBLE FOR ALL SHORING REQUIRED DURING EXCAVATION (TO BE PERFORMED IN ACCORDANCE WITH
CURRENT OSHA STANDARDS) AND ANY ADDITIONAL PROVISIONS TO ASSURE STABILITY OF CONTIGUOUS STRUCTURES, AS FIELD
27.
IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES CONTAINED THEREON, WITHOUT FIRST
CONDITIONS DICTATE.
OBTAINING PRIOR WRITTEN AUTHORIZATION FOR SUCH DEVIATIONS FROM THE OWNER AND ENGINEER. IT SHALL BE RESPONSIBLE FOR THE
PAYMENT OF ALL,. COSTS TO CORRECT ANY WORK DONE, ALL FINES OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL
18.
CONTRACTOR IS TO EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO PAVEMENT, STRUCTURES,
COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM. THE CONTRACTOR SHALL INDEMNIFY AND HOLD THE OWNER AND ENGINEER
ETC.. TO REMAIN. CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING THE APPROPRIATE MEASURES AS NECESSARY TO
HARMLESS FROM ALL SUCH COSTS TO CORRECT ANY SUCH WORK AND FROM ALL SUCH FINES AND PENALTIES, COMPENSATION AND
ENSURE THE STRUCTURAL STABILITY OF SIDEWALKS AND PAVEMENT TO REMAIN, AND TO PROVIDE A SAFE WORK AREA.
PUNITIVE DAMAGES AND COSTS OF ANY NATURE RESULTING THEREFROM.
19.
CONTRACTOR IS RESPONSIBLE FOR REPAIRING THE DAMAGE DONE TO ANY EXISTING ITEM DURING CONSTRUCTION SUCH AS BUT
28.
ALL CONCRETE WILL HAVE COMPRESSIVE STRENGTH OF 3,000 P.S.I. AT 28 DAYS UNLESS SPECIFIED OTHERWISE. ALL CONCRETE AT OR
NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT, STRIPPING, CURB, ETC.. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND
WITHIN 6" OF FINISHED GRADE SHALL BE AIR ENTRAINED, CONFORMING TO A.S.T.M. C260.
SHALL REPLACE ALL SIGNAL INTERCONNECT CABLE, CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED
DURING CONSTRUCTION, REPAIR SHALL BE EQUAL TO OR BETTER THAN EXISTING CONDITIONS. CONTRACTOR IS RESPONSIBLE
29.
THE CONTRACTOR IS RESPONSIBLE FOR ALL INSPECTIONS, TESTING AND LAB ANALYSES. THE CONTRACTOR SHALL ALSO COORDINATE ALL
TO DOCUMENT ALL EXISTING DAMAGE AND NOTIFY CONSTRUCTION MANAGER PRIOR TO CONSTRUCTION START.
INSPECTIONS, TESTING, AND LAB ANALYSES WITH THE APPROPRIATE LOCAL, STATE, AND/OR FEDERAL AUTHORITY.
20.
ENGINEER IS NOT RESPONSIBLE FOR CONSTRUCTION METHODS/MEANS FOR COMPLETION OF THE WORK DEPICTED ON THESE
30.
NO DEMOLITION DEBRIS, CUT VEGETATION, CONSTRUCTION DEBRIS OR ANY OTHER WASTE IS TO BE BURIED ON SITE ALL WASTE, DEBRIS,
PLANS NOR ANY CONFLICTS/SCOPE REVISIONS WHICH RESULT FROM SAME. CONTRACTOR IS RESPONSIBLE FOR DETERMINING
LITTER, ETC.. MUST BE PROPERLY REMOVED AND DISPOSED OFF SITE, WASTE DISPOSAL RECEIPTS ARE TO BE PROVIDED, AND ALL TOWN,
METHODS/MEANS FOR COMPLETION OF THE WORK PRIOR TO THE COMMENCEMENT OF CONSTRUCTION AND NOTIFICATION OF
COUNTY, STATE AND FEDERAL LAWS TO BE FOLLOWED.
OWNER AND ENGINEER OF RECORD WHEN A CONFLICT IS IDENTIFIED.
31.
EXISTING TOPSOIL, ON SITE IS TO BE PROTECTED. NO TOPSOIL IS TO BE SOLD OR REMOVED FROM THE SITE OR USED AS SPOIL UNLESS
21.
ENGINEER OF RECORD IS NOT RESPONSIBLE FOR JOB SITE SAFETY NOR HAS HE BEEN RETAINED FOR SUCH PURPOSES.
APPLICATION IS MADE TO THE TOWN BOARD AND APPROVAL GRANTED.
32.
STREET LIGHTING TO BE PROVIDED BY ELECTRIC COMPANY AS REQUIRED.
33.
AS --BUILT SURVEY TO BE SUBMITTED TO THE TOWN BY CONTRACTOR AFTER CONSTRUCTION IS COMPLETE.
34.
FEMA FLOOD ZONE X; 100 YEAR FLOOD ELEVATION NOT DETERMINED.
PROPERTY LINE
LOT 98
JAMES L. ROCHELLE, JR. AND
CARL E. ROCHELLE PROPOSED 50' VEGETATIVE FILTER
1554/ 172
ZONED RA PHASE 2 PHASE 1 SEE DETAIL
NO USE 30 UNITS (339,873 SF/ 7.80 ACRES) 10 UNITS (119,377 SF/ 2.74 ACRES)
IPROPOSED STORMWATER INFILTRATION BASIN
I
S21 `57'30"E 1408.74
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APPROXIMATE LOCATION OF
PROPOSED STREET TREES
PROPOSED GREEN SPACE (96' X 37') PER TOWN ORDINANCE COMMUNITY CENTER DRIVE
/
(3,632 SF / 0.083 AC) LOT 100 (TYP.) I TOWN OF SURF CITY
2415/ 162
ZONED G1 I
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