SW8040916_APPROVED PLANS_20060801

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
Q� APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

STORMWATER DIVISION CODING SHEET
PERMIT NO.
DOC TYPE
❑FINAL PERMIT
❑ MONITORING REPORTS
❑ APPLICATION
❑ COMPLIANCE
❑ OTHER
DOC DATE
❑
YYYYMMDD

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7 MARCH, 2005

COORDINAMN, . NOILS
1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS
REQUIRED FOR CONSTRUCTION OF THESE PLANS.
2. ALL WORK IS TO BE IN ACCORDANCE WITH THE CITY OF WIL.MINGTON,
NEW HANOVER COUNTY AND THE STATE OF NORTH CAROLINA.
3. THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL AND
VERTICAL CONTROLS TO BE USED WITH THE PROJECT. IN ADDITION, THE
CONTRACTOR IS TO COMPUTE THE LAYOUT OF THE ENTIRE SITE PLAN IN
ADVANCE OF BEGINNING ANY WORK ASSOCIATED MATH THE SUBJECT PLANS.
CONTRACTOR SHALL EMPLOY A PROFESSIONAL SURVEYOR TO PERFORM SITE
IMPROVEMENT STAKEOUT(S).
4. ANYTIME WORK IS PERFORMED OFF --SITE OR WITHIN AN EXISTING
EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID
EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TO
FOLLOW ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED
NTH OR REFERENCED IN THE RECORDED EASEMENT.
GENERAL NOTES:
1. EXISTING CONDITIONS WERE TAKEN FROM SURVEY COMPLETED BY WK DICKSON & CO., INC.
TITLED "TOPOGRAPHIC SURVEY", DATED NOVEMBER 3, 2003.
2. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES
ON THE PLANS. THE EXACT LOCATION OF ALL EXISTING UTILITIES IS NOT KNOWN IN ALL
CASES. THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF DITCHING OPERATIONS BY
OBSERVATIONS, ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE
UTILITY COMPANIES. IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF TRENCHING
OPERATIONS SO AS TO ELIMINATE OR MINIMIZE DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ALL COSTS RESULTING FROM ANY DAMAGE TO THE EXISTING UTILITY
LINES INCLUDING LOSS OF UTILITY REVENUES. CONTRACTOR SHALL ARRANGE FOR TEMPORARY
SUPPORT OF EXISTING UTILITIES, SUCH AS POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONE
CABLES, WATER LINES, ETC...
3. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETAIONS OF THE DEPARTMENT
OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED UNDER THE
OCCUPATIONAL SAFETY AND HEALTH ACT.
4. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE TO
THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN AT ALL TIMES
DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS, FENCES, SIGNS
OR OTHER ADEQUATE PROTECTION, INCLUDING FLAGMEN AND WATCHMEN AS NECESSARY TO INSURE
THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE CONSTRUCTION WORK.
CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF "CONSTRUCTION AND
MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANULAL ON UNIFORM TRAFFIC CONTROL DEVICES"
BY THE DOT.
5. ALL MATERIAL CLEARED OR DEMOLISHED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK
SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF -SITE.
6. ALL WORK BY THE CONTRACTOR SHALL BE WARRANTEED BY THE CONTRACTOR FOR A PERIOD OF
ONE YEAR AFTER THE OWNER ACCEPTS THE WORK.
7. CONTRACTOR SHALL CALL THE NORTH CAROLINA ONE -CALL CENTER AT 1 [phone] AND ALLOW
THE CENTER TO LOCATE EXISTING UTILITIES BEFORE DIGGING.
B. CONTRACTOR SHALL REMOVE ASPHALT, AGGREGATE BASE COURSE, AND CONCRETE CURB & GUTTER WITHIN
LIMITS OF DEMOLITION AS SHOWN ON PLAN.
DEMOLITION NOTES
1. CONTRACTOR TO COORDINATE WITH THE OWNER TO PROPERLY MAINTAIN OR RELOCATE
EXISTING SERVICE CONNECTIONS WHEN NECESSARY
2. CONTRACTOR IS TO WALK THE SITE AND BECOME FAMILIAR NTH THE SCOPE OF DEMOLITION
REQUIRED. ALL DEMOLITION WORK REQUIRED TO CONSTRUCT NEW SITE IMPROVEMENTS WILL BE
PERFORMED BY THE CONTRACTOR AND WALL BE UNCLASSIFIED EXCAVATION.
3. DEMOLITION SHALL INCLUDE BUT IS NOT LIMITED TO THE EXCAVATION, HAULING AND OFFSITE
DISPOSAL OF CONCRETE PADS, CONCRETE DITCHES, FOUNDATIONS, SLABS, STEPS, AND
STRUCTURES; ABANDONED UTILITIES. BUILDINGS, PAVEMENTS AND ALL MATERIALS CLEARED AND
STRIPPED TO THE EXTENT NECESSARY AS DIRECTED BY THE SOILS ENGINEER FOR THE
INSTALLATION OF THE NEW IMPROVEMENTS AND WITHIN THE LIMITS OF CLEARING AND GRADING AND
AS SHOWN ON THESE PLANS.
4. THE CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTY, STRUCTURES AND UTILITIES
ON THE PROPERTY NOT TO BE DEMOLISHED. DAMAGE TO PROPERTIES OF OTHERS DUE TO THE
CONTRACTOR'S ACTIVITIES SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT NO COST TO
OWNER.
5. ELECTRIC, TELEPHONE, SANITARY SEWER, WATER AND STORM SEWER UTILITIES THAT SERVICE
OFF -SITE PROPERTIES SHALL BE MAINTAINED DURING THE CONSTRUCTION PROCESS BY THE
CONTRACTOR.
6. THE CONTRACTOR SHALL PRODUCE A PHOTOGRAPHIC RECORD (DIGITAL) OF DEVELOPMENT COMMENCING
WITH A RECORD OF THE SITE AS IT APPEARS BEFORE DEMOLITION IS BEGUN. AFTERWARDS, A
PHOTOGRAPHIC RECORD SHALL BE MAINTAINED WEEKLY DURING CONSTRUCTION AND ENDING NTH A
PHOTOGRAPHIC RECORD OF THE DEVELOPMENT AS IT APPEARS AFTER DEMOLITION. THIS RECORD
SHALL BE DELIVERED TO THE OWNER.
7. EXISTING CURB AND GUTTER, LIGHTS, SIDEWALK, AND UTILITIES NOT INTENDED FOR DEMOLITION
SHALL BE MAINTAINED, PROTECTED AND UNDISTURBED DURING DEMOLITION
S. ALL EXISTING IMPROVEMENTS INDICATED OR REQUIRED TO BE DEMOLISHED MALL
INCLUDE REMOVAL FROM THE PROPERTY AND PROPER DISPOSAL
9. CONTRACTOR SHALL COORDINATE RELOCATION OF ALL EXISTING OVER HEAD AND UNDERGROUND UTILITIES
INCLUDING CABLE, GAS, TELEPHONE AND ELECTRIC AND ANY OTHER UTILITIES THROUGH THE SITE MATH THE
RESPECTIVE COMPANIES.
10. PROVIDE SMOOTH SAW CUT OF EXISTING PAVEMENTS, CURBS AND GUTTERS AND SIDEWALKS TO BE
DEMOLISHED.
11. ALL DEMOLITION MARK SHALL BE DONE IN STRICT ACCORDANCE WITH LOCAL, STATE AND FEDERAL
REGULATIONS AS WELL AS OSHA REGULATIONS.
12. EXISTING FIRE HYDRANTS ARE TO REMAIN IN SERVICE.
13. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS, BUT THE
THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION AND ELEVATIONS OF THE MAINS BY DIGGING
TEST PITS BY HAND.
14. CONTRACTOR SHALL COORDINATE RELOCATION OF ALL EXISTING OVER HEAD AND UNDERGROUND UTILITIES
INCLUDING CABLE, GAS, TELEPHONE, FIBER OPTIC AND ELECTRIC AND ANY OTHER UTILITIES THROUGH
THE SITE MATH THE RESPECTIVE COMPANIES.
15. RELOCATION OF EXISTING SEWER AND WATER LINES TO BE DETERMINED BY OTHERS.
Q0NS1[9.UQ11QN SEQUENCE-
1. CONTRACTOR TO NOTIFY NCDENR (LAND QUALITY SECTION) PRIOR TO BEGINNING
CONSTRUCTION AND HAVE A PRECONSTRUCTION MEETING ON SITE BEFORE WORK
BEGINS. (910-395-3900)
2. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE.
3. INSTALL ANY EROSION CONTROL MEASURES INCLUDING THOSE AT STAGING AREA(S).
4. CLEAR SITE, BEGIN GRADING AND EXCAVATION.
5. CONSTRUCT RETENTION POND FIRST TO SERVE AS A SEDIMENT COLLECTION BASIN.
6. INSTALL SEDIMENT AND EROSION/TURBIDITY MEASURES AS SHOWN, AS CONSTRUCTION
PROGRESSES. AT THE END OF EACH DAY, EROSION CONTROL DEVICES MUST BE IN
PLACE, AS DEPICTED ON THE PLANS, UP TO THE CURRENT END OF DISTURBED AREA.
7. IMMEDIATELY UPON PIPE INSTALLATION, ALL DISTURBED AREAS ARE TO BE LEVELED
OUT, SEEDED, AND MULCHED. DISTURBED AREAS ARE NOT TO LAY EXPOSED LONGER
THAN 15 DAYS.
8. MAINTAIN ALL TEMPORARY MEASURES UNTIL PERMANENT AND UNIFORM VEGETATION IS
ESTABLISHED.
9. CONTRACTOR SHALL CLEAN AND RESTORE TO PRE -CONSTRUCTION CONDITIONS ANY
AREAS OUTSIDE THE PROJECT LIMITS THAT MAY BE DAMAGED DUE TO THE FAILURE
OF THE EROSION CONTROL MEASURES.
10. CONTRACTOR TO CHECK FOREBAYS OF POND AND REMOVED ANY SEDIMENT THAT HAS
ACCUMULATED DURING CONSTRUCTION. POND MUST BE SHAPED TO ORIGINAL DESIGN
GRADES.
11. REMOVE THE REMAINING TEMPORARY EROSION CONTROL MEASURES UPON APPROVAL
BY NCDENR.
EROSION AND .SEDIMENT CONIEQL NOTES
EROSION CON L AND SEQUENCE
OF QCSTRUCTION_ NO, TESL
1. CONSTRUCT TEMPORARY GRAVEL CONSTRUCTION ENTRANCES AND INSTALL ALL TEMPORARY
SILT FENCES.
2. CLEAR AND REMOVE FROM SITE ALL TREES, ROOTS, ROOT MAT. ETC. FROM THE AREA
WIT'MN DESIGNATED CLEARING LIMITS.
3. PLANT GRASS OVER ALL GRADED AREAS WITHIN 15 DAYS OF CEASE OF ANY GRADING
ACTIVITY.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO PRE -CONSTRUCTION
CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY INADVERTENTLY BE
DAMAGED DUE TO THE FAILURE OF THE EROSION MEASURES
5. DURING GRADING AND AFTER GRADING HAS BEEN COMPLETED, CONTRACTOR SHALL CONTINUE TO
MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL MEASURES UNTIL FINAL INSPECTION
AND APPROVAL BY THE NEW HANOVER COUNTY ENGINEERING DEPARTMENT,
6, WATER, FERTILIZE, MOW AND MAINTAIN SPRIGGED, SODDED AND PLANTED AREAS UNTIL FINAL
APPROVAL BY NEW HANOVER COUNTY.
MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN
ONCE EVERY WEEK. ANY NEEDED REPAIRS WALL BE MADE IMMEDIATELY TO MAINTAIN ALL
PRACTICES AS DESIGNED.
2. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP DRESSED WITH AN ADDITIONAL
2 INCHES OF 04 STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED
INTO THE STREET WILL BE IMMEDIATELY REMOVED.
3. SEDIMENT WILL BE REMOVED BEHIND THE SEDIMENT FENCE WHEN IT BECOMES
0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY
TO MAINTAIN A BARRIER. SILT FENCE STAKES WILL BE SPACED 6 FEET APART UNLESS
A WIRE BACKING IS USED WITH 8 FOOT STAKE SPACING. WIRE BACKING SHALL BE USED
WHEN SILT FENCE IS INSTALLED ADJACENT TO FILL SLOPES.
4. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED
ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,
DENSE VEGETATIVE COVER.
5. THE FOREBAYS OF THE POND SHALL BE CLEANED OUT AT THE END OF CONSTRUCTION
PRIOR TO THE POND BEING USED AS A WET DETENTION BASIN.
STABILIZATION NOTES
1. ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 15 DAYS OF CEASE OF ANY
PHASE OF ACTIVITY. THIS INCLUDES SLOPES, SWALES, STOCKPILES, AND ANY OTHER
UNSTABILIZED AREAS.
PERMANENT SEEDING SCHEDULE - MIXTURE 5CP
Seeding Mixture RATE (LB/ACRE)
SPECIES 10-20
CENTIPEDE GRASS
Seeding Dates
MARCH - JUNE
Soil Amendments
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 300 LB/ACRE
10-10-10 FERTILIZER.
Mulch
DO NOT MULCH.
Maintenance
FERTILIZE VERY SPARINGLY--20 LB/ACRE NITROGEN IN SPRING WITH NO PHOSPHORUS.
CENTIPEDE GRASS CANNOT TOLERATE HIGH PH OR EXCESS FERTILIZER.
TEMPORARY SEEDING -LATE WINTER/EARLY SPRING
Seeding Mixture
Rye (GRAIN) 120
ANNUAL LESPEDEZA (KOBE IN PIEDMONT 50
AND COASTAL. PLAIN, KOREAN IN MOUNTAINS)
OMIT ANNUAL LESPEDEZA NA IEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND
BEYOND JUNE.
SPEOES
GERMAN MILLET
FALL
SPECIES
RYE (GRAIN)
Seeding dates
s
COASTAL PLAIN - DEC.1-APR. 15 - LATE WINTER AND EARLY SPRING
APRIL 15 - AUG. 15 - SUMMER
AUG. 15 - DEC. 30 - FALL
Soil amendments
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL
LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
Mulch
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING MATH ASPHALT, NETTING OR A
MULCH ANCHORING TOOL. A DISK MATH BLADES SET NEARLY STRAIGHT CAN BE USED AS
A MULCH ANCHORING TOOL.
Maintenance
REFERTIL.IZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
GENERAL GRADING NOTES
1. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES
ON THE PLANS. THE EXACT LOCATION OF SUCH UTILITIES IS NOT KNOWN IN ALL CASES.
THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF THE DITCI ING OPERATION BY
OBSERVATIONS, ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE
UTILITY COMPANIES IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF THE TRENCHING
OPERATIONS SO AS TO AVOID AND PREVENT DAMAGE TO THE EXISTING UTILITIES.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COST RESULTING FROM ANY DAMAGE TO THE
EXISTING UTILITY LINES INCLUDING BUT NOT LIMITED TO REPAIRS AND LOSS SERVICE REVENUE.
CONTRACTOR SHALL ARRANGE FOR TEMPORARY SUPPORT OF EXISTING UTILITIES, SUCH AS
POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONE CABLES, WATER LINES, ETC...
2. CONTRACTOR SHALL COMPLY NTH THE LATEST REVISIONS AND INTERPRETATIONS OF THE
DEPARTMENT OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED
UNDER THE OCCUPATIONAL SAFETY AND HEALTH ACT.
3. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE
TO THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN
AT ALL TIMES DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS,
FENCES, SIGNS OR OTHER ADEQUATE PROTECTION, INCLUDING FLAG MEN AND WATCHMEN AS
NECESSARY TO INSURE THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE
CONSTRUCTION WORK. CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST
EDITION OF "CONSTRUCTION AND MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES" BY THE NCDOT.
4. ALL MATERIAL CLEARED AND GRUBBED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK,
SUCH AS TREES, VEGETATION, FENCING, ETC... SHALL BECOME THE PROPERTY OF THE
CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF -SITE OR BURNED IF PROPER PERMITS
ARE RECEIVED.
SITE NOTES
1. THE INFORMATION SHOWN HEREIN WAS TAKEN FROM A TOPOGRAPHIC SURVEY
PERFORMED BY MAC DICKSON & CO., INC. DATED NOVEMBER 3, 2003.
2. THE LOCATIONS OF ALL UTILITIES S140VM ON THESE PLANS ARE BASED ON THE
AVAILABLE INFORMATION. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF
UTILITIES WITH THE UTILITY OWNERS PRIOR TO COMMENCEMENT OF CONSTRUCTION.
3. ALL HANDICAP SITE FEATURES SHALL BE CONSTRUCTED TO MEET ALL FEDERAL, STATE
AND LOCAL CODES.
4. ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED
TO THE OWNER PRIOR TO START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE
RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS, EASEMENTS AND DIMENSIONS SHOWN
HEREON BEFORE BEGINNING CONSTRUCTION.
5. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES
AND R.O.W.'S PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS.
6. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC
SMALL BE PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM DAMAGE.
7. ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING. ETC., SHALL REMAIN
UNDISTURBED, UNLESS COORDINATED MATH THE RESPECTIVE UTILITY.
8. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION.
9. THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON COMPLETION
OF THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION.
10. THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION LIMITS"
BROOM CLEAN AT ALL TIMES.
11. THE SIGN CONTRACTOR WILL ERECT AND ILLUMINATE SITE IDENTIFICATION SIGNAGE PER
OWNER'S SPECIFICATIONS. SEE ARCHITECTURAL PLANS.
12. ALL UTILITIES TO SERVICE BUILDING SHALL BE UNDERGROUND ON SITE.
13. ALL. STREET SURFACES, DRIVEWAYS, CULVERTS, CURB AND GUTTERS, ROADSIDE DRAINAGE
DITCHES AND OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY MANNER
AS A RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED IN ACCORDANCE WITH
THE SPECIFICATIONS. ANY MISSING OR BROKEN SIDEWALK PANELS OR CURBING WALL BE
REPLACED IN ACCORDANCE WITH THE SPECIFICATIONS.
14. ALL LOT STRIPING AND DIRECTIONAL ARROWS TO FOLLOW NCDOT SPECIRATION SECTION 1087
FOR PAINT COMPOSITION PAVEMENT MARKINGS. SITE CONTRACTOR TO APPLY TWO COATS.
15. CONTRACTOR SHALL MAINTAIN AN "AS -BUILT" SET OF DRAWINGS TO RECORD THE
EXACT LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE
GIVEN TO THE OWNER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE
TRANSMITTAL LETTER TO THE ENGINEER.
16. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE
CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE
GIVEN TO THE OWNER FOR REVIEW, NO DEPARTURES FROM THE CONTRACT DOCUMENT SHALL
BE MADE WITHOUT THE PERMISSION OF THE OWNER.
17. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE
LOCATION OF ALL EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON PLANS AND WHERE
SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO
EXTRA COST HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY.
NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR
FROM THE PRESENCE OF SUCH PIPE OTHER OBSTRUCTIONS OR FROM DELAY DUE TO
REMOVAL OR REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR ANY DAMAGE TO UNDERGROUND STRUCTURES. CONTACT NORTH CAROLINA ONE CALL"
TOLL FREE 1-800-632-4949 AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THE
CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL NONSUBSCRIBING UTILITIES.
18. ALL PERMITS RELATIVE TO PROJECT MUST BE OBTAINED, PRIOR TO CONSTRUCTION
19. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND
APPLICABLE STATE, COUNTY, AND LOCAL CODES.
20. FOR BUILDING DIMENSIONS, SEE ARCHITECTURAL DRAWINGS.
21. ALL DIMENSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO FACE
OF CURB UNLESS OTHERWISE NOTED.
22. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS,
EQUIPMENT, ETC., THAT MAY BE REQUIRED.
23. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS
AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.
GENERAL UTILITY NOTES
1. ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN TAKEN
FROM AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO DIG
TESTS PITS IN ADVANCE OF TRENCHING IN ORDER TO DETERMINE
THE EXACT LOCATION AND ELEVATION AT CROSSINGS. IF A
CONFLICT IS DISCOVERED, NOTIFY W.K. DICKSON & CO., INC.
(910-762-4200) PRIOR TO BEGINNING INSTALLATION
OF UTILITIES, CONTRACTOR SHALL VERIFY INVERTS AT ALL
CONNECTIONS MATH EXISTING UTILITIES PRIOR TO PURCHASING
OR {ORDERING ANY PRECAST STRUCTURES.
2. ALL STORM SEWERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH
CITY OF WIYILMINGTON & NCDOT SPECIFICATIONS AS SPECIFIED ON
THE DRAWINGS AND IN THE PROJECT SPECIFICATIONS.
3. BEDDING FOR ALL STORM SEWER PIPE SHALL BE AS SPECIFIED IN
THE REFERENCED SPECIFICATIONS UNLESS OTHERWISE SHOWN ON
THE DRAWINGS.
4. ALL STORM SEWER PIPES SHOWN AS RCP ON THE PLANS SHALL BE
REINFORCED CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS
INDICATED OTHERMA.SE ON PLANS.
5. PROJECT SHALL COMPLY NTH CITY OF W ILMINGTON CROSS CONNECTION
CONTROL REQUIREMENTS. WATER METER(s) CANNOT BE RELEASED UNTIL
ALL REOL RREMENTS ARE MET AND THE STATE HAS GIVEN THEIR FINAL
APPROVAL. CALL 343-3910 FOR INFORMATION.
6. ANY IRRIGATION SYSTEM SUPPLIED BY CITY WATER SHALL COMPLY MATH
THE C:ITY'S CROSS CONNECTION CONTROL REGULATION. CALL 343-3910
FOR INFORMATION.
7. ANY BACKFLOW PREVENTION DEVICES REQUIRED BY THE CITY WILL NEED
TO RE ON THE LIST OF APPROVED DEVICES BY USCFCCCHR OR ASSE.
1. THE GENERAL CONTRACTOR SHALL CONFIRM ALL NEW UTILITY TAP LOCATIONS
WITH THE UTILITY OWNERS.
2. IT IS THE RESPONSILITY OF THE GENERAL CONTRACTOR TO VERIFY THE ACTUAL
LOCATION AND AVAILIB.ITY OF ALL EXISTING AND PROPOSED UTILITIES IN THE
FIELD PRIOR TO GROUND BREAKING.
3. UNDERGROUND CONDUITS SHALL BE PLACED IN GRASS OR LANDSCAPE AREAS
WHENEVER POSSIBLE. THE LOC:�kTION OF THE CONDUIT SHALL BE DETERMINED
BY THE CONTRACTOR IN THE FIELD, PVC SCH, 40 SLEEVES SHALL BE INSTALLED
FOR ALL CONDUIT CROSSINGS UNDER PAVED AREAS.
4. MINIMUM SLOPE FOR SANITARY SEWER:
2.0% FOR 4" LINES AND 1.0 % FOR 6" LINES WITH
CLEANOUTS AT 75' INTERVALS MAXIMUM.
5. ALL WATER LINES SHALL HAVE FINAL COVER DEPTH OF 3'-00
.
6. ALL SEWER LINES SHALL HAVE A FINAL COVER DEPTH OF 3'-0" UNLESS D.I.P.
IS USED.
7. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE
GROUND, ARE BASED ON A FIELD SURVEY AND THE BEST AVAILABLE RECORD
DRAWINGS. THE CONTRACTOR SHALL FIELD VERIFY FIELD CONDITIONS PRIOR
TO BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED
TO THE OWNER'S REPRESENTATIVE IMMEDIATELY.
LEGEND
PROPERTY UNEAOT LINE
0
IRON FOUND
I
MONUMENT FOUND
(�^EC
ELECTRICAL SERVICE STUBUP
ELECTRICAL TRANSFORMER
-
FIRE HYDRANT
VALVE
WATER METERS
WATER LINE
-SS-
SANITARY SEWER LINE
O
SANITARY SEWER MAN HOLE
&'0'
SANITARY SEWER CLEANOUT
Q
STORM SEWER MANHOLE
PROPOSED SWWALE
- - -- -31- -
- - CONTOUR LINE
=
EXISTING CULVERT
PROPOSED HEAVY DUTY PAVEMENT
►�
PROPOSED GATE VALVE
PROPOSED INLET PROTECTION
PROPOSED SILT FENCE
PROPOSED LIMITS OF DISTURBANCE
9
PROPOSED SPOT ELEVATION (FACE OF CURB AT GUTTER)
EXISTING TREE TO BE REMOVED
RIRAP
TREE PROTECTION FENCING
PROPOSED 8' CHAIN LINK FENCE
XX
PROPOSED 8' SOLID WOOD FENCE
NOTICE REQUIRED
ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED BY CONTRACTOR
PRIOR TO THE BEGINNING OF ANY CONSTRUCTION IN THE VICINITY OF SAID UTILITIES.
CONTRACTORS SHl LL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES
IN THE AREA OF PROPOSED EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE
THAN TEN WORKING DAYS PRIOR TO ANY EXCAVATION OR DEMOLITION.
CONTACT "CAROLINA ONE CALL" AT
1-800-632-4949
CONTACT THESE UTILITIES
CITY OF WILMINGTON (WATER/SEWER) NEW HANOVER COUNTY (INSPECTIONS)
ATTN: BILL JUSTICE ATTN: KEN FOWLER
PH: 910-341-7884 PH: 910-798-7206
CAROLINA POWER AND LIGHT BELLSOUTH
PH: 800-632-4949 PH: 910-392-8712
N.C. NATURAL GAS CO. TIME WARNER CABLE
PH: 910-763-1636 PH: 910-763-4638
EMERGENCY DIAL 911
POLICE - FIRE - RESCUE
DESIGN & CONSTRUCTION TEAM
ARCHITECT STRUCTURAL ENGINEER
ATTN: ROGER LEESON ATTN: ROD ANDREW
PH: 910-790-9901 PH: 910-202-5555
MEP ENGINEER ELECTRICAL ENGINEER
ATTN: KEN LYNCH ATTN: MARK CIARROCCA
PH: 910-452-4210 PH: 910-452- 4210
CIVIL ENGINEER
ATTN: MARK HARGROVE
PH: 910-762-4200
UTILITY CONTACTS:
1. CONTACT THE NORTH CAROLINA ONE CALL CENTER PRIOR TO DOING AND DIGGING.
1-800-632-4949
2. THE BELLSOUTH CONTACT IS STRVE DAYVAULT, HE IS THE BUILDING INDUSTRY
CONSULTANT 1-910-392-8712. PLEASE CONTACT HIM PRIOR TO STARTING THE
PROJECT IN ORDER TO FACILITATE GOOD COMMUNICATION AND MAXIMUM FLEXIBILITY.
3. THE PROCESS FOR TELEPHONE CABLE PLACEMENT:
* FINAL GRADE WILL NEED TO BE ESTABLISHED.
* POWER WATTLE PLACE THEIR CABLE FIRST -THEY GO IN AT ABOUT 3 FEET DEEP.
* BELLSOUTH J CABLE TV WELL THEN PLACE THEIR CABLE AT APPROXIMATELY
2 FEET DEEP.
QMRMWATER XMAS
APPROVED
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C1.1
7 MARCH, 2005

CORBETT
INDUSTRIES
ZONING: LM
USE: VACANT
VOAK
48"OAK
CORBETT INDUSTRIES
ZONING: LM
USE: VACANT
` �'• WALL
lift T C l FAR TOP
WALL. El"ATIOG AND
MASONRY
ARCr+N MAAIL RKAHS
FOR DETAIL j{(
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15'OAK
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BLOCK RETAINING
WALL (SEE DETAIL
SHEET C&4)
L
COURTYARD
ko
ELIZABETH P. ADAMS
HRS. ETAL
ZONING: LM '*
USE: VACANTco
HOWARD L. ARMISTEAD, JR.
\ ZONING: LM
\ USE: VACANT
,�
�'�
12'GuM
1 O'OAK
Ow
_
6"CHERRY
' S' CHAINLINK FENCE
(SEE DETAIL SHEET C&l )
16 OAK
14,
D,b
LIMIT OF ALTERNATE
W FENCING FOR
2 M 1122�GUM "80 HORSE PEN \
110i CE
rya, xs�o; �d' (SEE DETAIL SHEW SOLID WOOD ET 05.1)\
20"GUM �� ►' 15" K
(ALTERNATE . SID)
GATE FOR
DOG RUN AREA HORSE PEN
VATH B' CHARI1JOW (ALTERNATE ®ID) � -
FENCE MATH PENCE TOP 10 OAK e
(AL'I WATE BIG)
CANOPY FOR PAIROL CAR PAI K04G
(SEE ARCH C AL PLANS)
[� ram• _}
P C G 2 p4—mL4 Pi II m
POSED 2—STORY WILIM
PROPI OM BUL G HEWT - 33'
Ior ANICAL YARD. TOTAL. 0LDG AREA = SC667 SF
FOl1NDArt'IdFi PLANS I OOMF.F.E.= 2&00
gat EALINWENT aY OTHERS PROPOSED F.F.E. SECOND D FLOOR - W.33
MASOMY WALL ARCHIT'EC• L4tAL PLANS FOR EXACT DIMENSIONS)
SEE SIFT C4,1 FOR TOP OF v1�
A71ON:8 AM Ai 0*WiCTLWAL
PL
FAR LIETAN s
FRONT ENTRANCE
SALLY
SALLY PORT EXIT
'� "'12"OAK
8"OAK
10" K
0"OAK
12"0
5"OAK
AREA FOR
APSES ( ATE
e"o (ALTERNBID
8"OAK
30"OAK
LIMI OF ALTIMAX ■D
G HOME PEN a
B"OAK
m
LOADING BAY
r PROPERTY
PKxup
ENTRANCE
826.45'
T.
615 BESS STREET
HANOVER COUNTY P.I.N.:
3118—•12-95-6220
MAXIMUM BUILDING HEIGHT:
35 FT.
itTll FLOOR SF:
43,719 SF
FLOOR :
44� SF
TOTAL SUILDM:
MU7 SF
7E INFORMATION
Mil UM LOT SIZE
RL9LM PROVIDED
NONE 9.92 AC
PROJECT BUILT—UPQN AREA
N/A 48.7%
TOTAL BUILDING
N/A 59,029 SF
Ohl —SITE PARKING
N/A 134,933 SF
ON —SITE SIDEWALKS
N/A 16,487 SF
TOTAL
N/A 210,449 SF
CAM>A LAND USE CLASSIFICATION:
DEVELOPED
FLOOD ZONE:
ZONE C
X LOT COVERAGE:
1
DISTURBED AREAL
9.85 AC.
BUILDING SEIRACK STANDARDS
MINIMUM FRONT YARD:
50 FT. 50 FT.
NOTES-
1 - THERE ARE NO REAR OR SIDE SETBACKS FOR THE BUILDING AS IT DOES
NOT ABUT A RESIDENTIAL USE OR STREET TO THE SIDE OR REAR.
2. THE FUEL ISLAND FOR THE VEHICLE
REFUELING STATION MUST BE 12 FT.
(MINIMUM) FROM ANY STREET RIGHT
OF WAY AND 40 FT. (MINIMUM) FROM
ANY RESIDENTIAL DISTRICT OR RESIDENTIAL PROPERTY LIME.
REQU REQ PARKING:
TOTAL BUILDING AREA
88,687 SO FT
BUILDING HEIGHT
33 FT.
PARKING GROUP F; 1 SPACE / 250 SO.
FT. MAXIMUM 354 SPACES
1 SPACE / 400 SO.
FT. MINIMUM 222 SPACES
TOTAL PARKING
239 SPACES
PROADED P INg:
TOTAL PARKING: 239 SPACES
PROVIDED
PARKING RATIO: 2.69/1,000 SO FT
HANDICAPED SPACES: 8 PROVIDED,
8 REQUIRED
VISITOR PARKING: 42 SPACES
LAtjQS.APE INFORMATION:
TREES REQUIRED PER ZONING:
176 PROVIDED; 154 REQUIRED (SEE SHEETS L1.0 AND L1.2)
1 SIGNIFICANT TREE TO BE REMOVED
DUE TO CITY UTILITY PROJECT
PARKiNG AREA:
134,933 SF
8% LANDSCAPING REQUIRED:
10,794 SF
PARKING AREA LANDSCAPING PROVIDED:
14,224 SF
LANDSCAPED AREAS PROVIDED:
11%
FOUNDATION PLANTING (FRONT):
7,2 SF PROVIDED; 1,340 SF REQUIRED
FOUNDATION PLANTING (REAR):
6,445 SF PROVIDED, 2,229 SF REQUIRED
STREETYARD (25 MULTIPLIER):
31,116 SF PROVIDED, 30,000 SF REQUIRED
NO
1. ALL PADS WITHIN MECHANICAL YARD
SHALL BE CONSTRUCTED AS PER MANUFACTURERS
RECOMMENDATIONS. CONTRACTOR SHALL REFER TO THOSE SPECIFICATIONS FOR DIMENSIONAL
REQUIREMENTS AS WELL AS MINIMUM
DESIGN STANDARDS.
A BICYCLE RACK FOR 5 BICYCLES IS PROPOSED TO BE LOCATED WITHIN 20 FT. OF THE
HOWARD L. ARMISTEAD, JR.2'
PRIMARY ENTRANCE OF THE FACILITY. THE SPECIFIC LOCATION OF THE BICYCLE RACK IS
SHOWN ON THE LANDSCAPE PLAN.
ZONING: LM
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ALTERNATE BID FENCING
FAR HORSE PEN
15'OAK
0
HOWARD L. ARMISTEAD, JR.
ZONING: LM
RAIL/F\ USE: VACANT
Lu6RiCATOR ATOR
BLOCK RETAINi NG
WALL (SEE DETAIL
SWEET CIL4)
IIr OHAINLI NK \
FENCE ALONG
TOP OF WALL
�a�-
30"OAK
18'M APLE
f,-
MASONRY WALL
(SEE SHEET C4,1 FOR TOP OF WILL
ATKIINS AND ARCHITECTURAL
PLANS FOR DETAILS)
PREMANUFACTO ED CANOPY
FOR VEHKxE F"RO STATION
(SEE ARCHIT> crjRAL PLANS)
VEHICLE FUELING STATION
(SEE SHEET 7.1) 15"OAK
(ALTERNATE BID)
g vISiTOR ENTRANCE_
v� M--
_ _._.. __..,_ BESS STREET
_...... ._-......__,..._-.._.__.
®.._ .
---
ENTRANCE FOR
---
EMPLOYEES
AND DELIVERIES
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_ 1
MRii WA�TE.lt �-.-
APPROVED
-'
NEW HANOVER COUNTY
CITY OF WILIAIM 14 r'}
t
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BOARD OF EDUCATION
NEW HANOVER COUNTY
�lIRTaf1' ;
i CITY OF WILMiNGTON 4
BOARD OF EDUCATION
.•�"I
DATB
L
ZONING: LM�0
ZONING: LM ZONING: LM
ZONING: LM
USE: RECREATIONAL
USE: RECREATIONAL
U SE: RECREATIONAL
USE: SCHOOL
GRAPHIC
SCALE
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SCALE.
1 "- 40'
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FUTURE PARKING
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n
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17.0'
0
N
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12'
M
2
PROPOSED STANDARD
DUTY ASPHALT
(SEE DETAIL SHEET C8.3)
I 1 1c�aJ f fr �2•
co
Q
M
4
15' GATE
OFI B
NOTES: ALL. SIGNS AND PAVEMENT MARKINGS IN AREAS OPEN TO PUBLIC TRAFFIC ARE TO
MEET MUTCD (MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES) STANDARDS.
PERIMETER FENCE GRADING AND INSTALLATION ARE TO BE COMPLETE PRIOR TO
JULY 1, 2005.
PROPOSED
CHAIN LINK
FENCE
HALT
C8.3)
PROPOSED 24" CURB &
GUTTER (SEE DETAIL
SHEET C8.3)
At 11
ti
1
� ss'3s0�s
es� F
END WOOD
FENCE
C�HEET
2 FOS LIMITs cS�
OF ALTERNATE BID
FOR HORSE PEN
AND DOG RUN AREAS
?s8,
PROPOSED SOLID
WOOD FENCE
SIR END SOD c
CE T
24.6'
'R 25.9' 4.6 79.9'
2.6' - 18.31r
RAIL/FLANGE
LUBRICATOR
r/ �■ � / / ■ � ■ ;• ♦ % % f/ , j F'(4•'}�.�+4NCIiETF1-,FfL1-Elri �ST�EL
'R
cn y f/ r vi :f: f� ; . /♦ ,r' 2 `�G / LOOP
� /' ' f f`PIPE. C-ARDS '(SEE'Q `SHEE:ON �/ `,J /' r ♦, ♦�i /`,�
13 TE'A 3'�J YA41 ` ■� / i / / �/ �i
DETE OOP FAR r/f 98 3• a (S E.. T121CAi�L, ,RS) i ,� rR 7 w 3 R �eR
TOR
(SEE E G LAN■r rR o '! N `15.3' # �-- �15.2,/ !
/ 1 7' PROPOSED HEAVY j� :-' /' RAMP BI—PARTING MECHANICAL GATE
M3 6'X660 o N r' a (ROLLING) — REFER TO SLIDING
0 DUTY ASPHALT N ' ' ■ % �+
(SEE DETAIL SHEET C8.3) o.a .: ,. -•-a 6 GATE POST AND GATE FRAME ,�NCRETE' PAD
CONCRETE PAD 36.0' ' _ DETAILS ON SHEET C8.4
•� 3 . % PROPOSED 2—STORY BUILDING ■ /
25•R r,' f� f SEE SHEET L1.1 FOR GATE OPERATOR PEDESTAL m AND SPECIFICATION 02836 / I �'/ ♦ %
/ f' DIMENSIONING PLAN PROPOSED BLDG HEIGHT 33 ,- � FRB �fr f� /,r/ / a 3sR � / i / /
�' ♦ 0WR TOTAL BLDG AREA = 88,687 SF WITH FOUR(4) CONCRETE = / , , / f' �. /r • . ! S
MECHANICAL GATE (RO 1 G�`r/ 5 6'X10.3 FILLED STEEL PIPE BOLLARDS TERMINATION / [3'X iCO14RETE, PAD
— REFER TO SPECIFICATION 02B36✓ ,F CONCRETE PAD PROPOSED F.F.E.= 25.00
ATTACH GATE TO RETAINING ■ .` it PROPOSED NCDOT No. 4 PROPOSED F.F.E. SECOND FLOOR = 40.33 •�P
WALL PER MANUFACTU ,' / STONE WITH GEOTEXTILE (SEE ARCHITECTURAL PLANS FOR EXACT DIMENSIONS) ��
SIR ' ! 37 LINER, (NCDOT--APPROVED s♦} f f" /�/ / /' / 'f 130'R
3' No. 6 OR GREATER 6 RAMP
l ' 1 STONE DEPTH 6 5.3 �; , , F ■
25'R r Qo f � j ...•. r"
1ST FLOOR FOOTPRINT O 7.5 4
// ♦i :aONr �Na / PAINTEDFNTRANCE13 15'io
PARKING
ANOtCAP` '� /` f♦//v;;`�rrf� `' .t'' :::�' ':, y:' � t ./�' /' �, f!
STALLS
♦ , �-2ND FLOOR FOOTPRINTOP
♦ f15.2• /
25'R CURB 4' CURB
f ! �!'■ �,! t���'.. " s. �,V•, .„ t. �}e. i
TERMINATION
fINAJT'IONrTERMINATION
INATIO/N
He H{ 25
!fDUMPSTER
9.78 (SEE DETAIL SHEET C8.3) {!f/
`
/
SEE SHEET C7.112
/ a ,:" ip I-17r-j r / , ! 1f� ■, ECRANICAL % FOR DIMENSIONS
'R 8 3'R 'r■'� /, + �` 36" CONVEX ' ■' (UK
CONTRACTOR /' �' ,� ♦ {ALTERNATE BID)
�;♦ , /f♦ r :O" ,4 RACTOR TO PROVIDE
SHOP DRAWINGS 25'R
HANDICAP �� f i � s• LANDSCAPE .� : `
r ,.
1,3) PARKING SIGN PLANTER _ � �;;,: DETECTION LOOP FOR f r•` . NON MECHANICAL GATE
ISLAND 5, GATE OPERATOR f/ (ROLLING) -- REFER TO /■.%% `
SEE ELECTRICAL PLANS) f" SPECIFICATION 02836
o /
ALK 828.45 � � /!` / 70' x 20' FIGHT TRIANGLE
r 1 N86'49r r4-�• 30r0'/� e3
ns'
r
_ BESS
_-_ DEFT 2 x 70' SIGHT TRIANGLE
- PROPOSED STANDARD DRIVEWAY w_ STREET 0• 13r 1--
PROPOSED ' ' �ry��
--�� (SEE DETAIL SHEET C8.2) SEE SHEET L1.1 FOR 60R/W (PUBLIC) _..___._.. __-_.......4....... - _ - _ _W.__ - 13 f— o��
EXACT DIMENSIONING PLAN
rn - _ _ Q
J
In 70' x 20' SIGHT TRIANGLE cy
PROPOSED STANDARD DRIVEWAY
(SEE DETAIL SHEET C8.2) PROPOSED STANDARD DI WAY
— (SEE DETAIL SHEET C8.2) I "o
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f ism
Gt
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GRAPHIC SCALE
0 10 20 40 so 120
SCALE: 1"= 40'
SITE LAYOUT AND PAVING PLAN
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PRINCIPAL: DED
PROJECT MANAGER: DLF
DESIGNED BY: MNH
DRAWN BY: VAR
CHECKED BY: MNH
PROJECT NUMBER: 00720.80.WL
CADD FILE: 0072080—C3--1 A
C3wlA
7 MARCH, 2005

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ZONING: LM
USE: RECREATIONAL
SSMH
't TOP 29.15
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jll
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CITY OF WILMINGTON
ZONING: LM
USE: RECREATIONAL
ELIZABETH P. ADAMS
HRS. ETAL
ZONING: LM
USE: VACANT I
NEW HANOVER COUNTY
BOARD OF EDUCATION
ZONING: LM
USE: RECREATIONAL
HOWARD L. ARMISTEAD, JR.
ZONING: LM
\ USE: VACANT
HOWARD L. ARMISTEAD, JR.
ZONING: LM
USE: VACANT
NEW HANOVER COUNTY
BOARD OF EDUCATION
ZONING: LM
USE: SCHOOL
GRAPHIC SCALE
0
SCALE: 1 "=40`
IN ►.ET NUMBER 1.
SCALE: 1 w=1 fl'
RAD[NG FLAN
N
- SITE
LOCATION MAP
N.T.S.
2,
24.9
24.96
HOWARD L. ARMISTEAD, JR.
ZONING: LM ",•o
USE: VACANT APPROVED
c" or WI X
DATA
PwwfT# �
Aparoved Const. Pia
Name
-. - O�897
I PROPOSED ELEVATION AT FACE OF CURB AT GUTTER / SPOT ELEVATION
st4 PROPOSED TOP OF WALKWAY ELEVATION
woes PROPOSED TOP OF WALL ELEVATION
SCALE " S 40'
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ELIZABETH P. ADAMS
HRS. ETAL
ZONING: LM
USE: VACANT
HOWARD L. ARMISTEAD, JR.
ZONING: LM
USE: VACANT
STORM SEWER
STRUCTURE SCHEDULE
STR. 140.
TYPE
REMARKS
S-1
F.E.S.
FLARED END SECTION
S-2
BRICK CATCH BASIN
NCDOT STD. $40.01 840.03 840.86
S-3
M.
NCDOT.STD. 840.51, 840.54 8/40.66
S-4
BRICK �g�AM BAS'N+i
NWOT . SID. NaOl 840.. 840. 8
S-5
MANNQLE
NC374T STD. 840.51 840.54 840.88
S_-B
MANHOLE ..
T M. 84Q:51. .54, 840 ,
-7
MANHOLE
NCDOT STD. 84Cl.51 840.54 84G:
$-8
MANHOLE
NC DOT STD. 840.51, 840.54; 640L `
S-9
CA
T STD. 840.01, .840, .
S-9A
PWC5 2LTO On
NCDOT .STD.. 840.01. a40..: 8
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S-1
14
DF W_ 11"T
39 fit
§=I§
DOW15,
84CL16
S--16
DROP MB E T
T STD. 840.15, 840.16
S-17
DROP iRiliET
T STD. 840.15 840.16
S-18
DROP INLET
NMT STD. 840.15 840.16
S-19
DROP INLET
MCDOT :SM. 840.15 80.16
S-20
DROP INLET
NCDOT . . . 840.1 840.16
S-21
DROP INLET
N=T SM. 840.15, $40.16
S-22
DROP INLET
NqQLT SM. 840.15 .16
S-23
DROP INLET
NCDOT STD. 840.15. 84Q.16
S-24
BRICK CATCH BASIN
NCDOT STD. 840.01, 840.03, 840.56
S-25
DROP INLET
NCDOT STD. 840.15 $40.16
S-25A
DROP INLET
MCDOT SM. 840.15 840.16
S--26
DROP INLET
NCDOT SM. W.15, W.16
S-27
DROP INLET
NCDOT STD. $40.1 840A6
S-28
BRIMCA
NCDOT STD. 840.01. 840.03, SQ.64
S-28A
DROP INLET
NCDOT STD. 840.15. WAS
S-�29
BRICK CATCH BASIN
NCDOT STD 01 84S03 f6
S-30
MAww
NCDOT SM. 84p.51 a+W:54 86
S-31
127 DROP INLET
CONTRACTOR $1JBRINT $ WP DRAWNGS
S-32
12 NO INLET
Ca4TRACTIM TO SUIWT SWV DRAMIN65
.S-49
F.E.S.
_FLLm 04D W&RON
s?
BRICK CATCH BASIN
NCDOT 'STD. 840.01 840:03, 840.66
S- 1
MAC
Fi=T STD. 840.51 840.54 840.66
S-52
BRICK CATCH BASIN
NCDOT STD. 840.01. 840.03, 840.66
S-53
MANHOLE
NCDOT STD. 840.51. 840.54, 840.66
S-54
DROP INLET
NCDOT STD. 840.15, 840.16
S-55
MANHOLE
NCDOT STD. 840.51., 840.54 840.66
S-56
MANHOLE
NCDOT STD. W.51, 840.54 840.66
S-57
MANHOLE
NCDOT STD. 540.51 840.54 840.66
S-58
BRICK CATCH BASIN
NCDOT STD. $40.01 840.03 840,66
S-58A
MANHOLE
T M. 40.51 840.A
S-59
MANH
14CDOT STD. 840.01 840.03 a4O.66
Om ARCH
AN.
BRICK CATCHN
NCDOT 840.03
_EMCK
CATCH BASIN
N
S-65
MANHOLE
NC UT
NCDOT T SM. 111266
S-68
BRICK CATCH BASIN
NCDOT STD. 840.01. 840,03. 840.66
S-69
DROP INLET
W&QT SM. $0,15,.16
NCDOT STD. 84Cf:01., 84Q.03 840.06
S-71
BRICK CATCH BASIN
S-72
BRICK CATCH BASIN
S-73
BRICK CATCH BASIN
NCDOT SM, 840,01,
S-74
DROP INLET
NCDOT STD. 40.1 840.16
S-75
BRICK CATCH BASIN
NCDOT Siff. 840.01 840.03 W-86
S-76
MANHOLE
NCDOT STD. 840.51 840.54 840.66
S-77
DROP INLET
NCDOT STD. 840.15 840.16
S--7
MANHOLE
NCDOT STD. 84Q.51 840.54 840.66
S-79
DROP INLET
NCDOT STD. 840.15 840.16
S--80
DROP INLET
NCDOT STD. 84Q.15, 840.16
S-81
DROP INLET
NCDOT SM. 840.15, 840.16
S-82
DROP INLET
NCDOT STD. 840.15 $40.16
S-83
DROP INLET
NCDOT OT . 84Q.15 840.16
S-84
POND OUTLET DEVICE
SEE DETAIL SHEET C8.1
S-85
F.E.S.
FLARED END SECTION
S-86
DROP INLET
NCDOT STD. 840.15 840.16
S-87
MANHOLE
N.CDOT STD. 840.51, 840.54, 840.6o
S--88
F.E.S.
FLARED END SECTION
5-89
DROP INLET
NCDOT STD. 840.15, 840.16
NOTE: CITY OF VALMINGTCIN STORM SEWER STRUCTURE DETAILS SHOWN ON SHEET C8.1.
15"GAK NCDOT STORM SEVIER STRUCTURE DETAILS S14OWN ON SHEET C&5
rip. \,\
10"OAK Cry \
�1 2"pAK -- �
` -4O OAK
12" O
15 OAK �� ■
8"OAK
8"OAK 4-0 0 1K 5�'E}
1 10"OAK Ay I \ 14LL/FLANGE
8'OAK \ ` \ %4CATOR \
J 23 21.75 \ \ \
v la
�
G�5`
11"'
NOeE
- SITE
LOCATION MAP
N.T.S.
STORM DRAINAGE SCHEDULE
DRAINAGE PIPE DATA
LINE
NUMBER
FROM
S7RUCT.
NO.
TO
STRUCT.
NQ.
PIPO
Type/
Class
Pipe
Size
in
LENGTH
SLOPE
DOWNSTREAM
RIM
ff
UPSTREAM
RIM
ft _
DOVINSTIWA M
INVERT
ft
UPSTREAM
INVERT
"Rl:
P-1 *
S-4
- ..
RCP III
24'
1'.. :.
N A
22,26
14,60
1.5 .30
-
-
3 _
RCP III
4 ..
1
-
.90
15.
1 .14
P--.
-
S•-4
FtcP HI
4
23.9Q
21.
15.14
16. :
P-4
S-4
S-•5
RCP Ili
24
8� LF
1-10
22.00
23.70
16.51
17.76
P-5
S-5
S-6
RCP 111
18
122 LF
1.00
23.70
26.95
17, 6
18.98
P-6
S-6
S-7
RCP 111
18
114 LF
1.00
26.95
27.80
1&98
20.12
P--7
S-7
-8
RCP ill
18
31 LF
1.§5
27.80
2&70
0.12
20.63
P-8
A=&
S-9
RCP III
t15
116 6E
1.18
28. 0
27.51
20.63
22..00
P-BA
S-IRA
III
1
13
4..
.26
26.66
6
21.15
-
.
-
-
4
1
-1
1
5-9
0.50
. 1
29.00
22.12'
P-11
-1
-1
i
0.44
P-12
S-12
S-113
RCP 111
1
-2317
0.74
P-13
S-13
S-14
RCP Ill
15
51 LF
Q.49
P-14
S-14
S-15
RCP 111
15
47 LF
6.51
P-1
S-15
P Ili
15
4 LF
0.
P-1
-16
S-16R
P 11l
1
0.
P-1
S-1
CP 1il
1
41
-18
S-1RCP
91
1
66 LF
0
4. -
P-19
-
R P111
t5
4 LF
4.71-20
S-14
RCP 111
1
43
4.12P-21
S-15
CP III
15
43 i_F
3.55P-22
S-18RCP
1N
15
30 LF
1.33
4.P-23
S-5
RCP NI
15
12 LF
6.00
23.70
16
17.76
1t3.
P-24
S-5
S-25
RCP III
18
95 LF
1.38
2
1
P--25
S-25
S-26
RCP III
18
56 LF
1.00
23700
23.0D
19.071
`
P-25A
I S-25
S-25A
RCP 111
15
21 LF
1.00
. 0
19.07
P-26
S-26
S-27
RCP 111
15
21 LF
1.00
23.00
23.00
19.63
19.84
P-27
S-7
S-26
RCP 111
15
81 LF
Q.51
27.80
24.53
20.12
20.5
P-28
9-8
S-29
RCP 111
15
16 LF
1.00
28.70
28.00
20.63
20.79
P--28A
S- 8
S-28A
RCP III
t5
45 LF
0.51
24.53
23.70
20.93
20.76
P-29
S-26
S-30
RCP III
15
30 LF
1.01
23.00
23:96
10.6
19.g
P-30
I S-30
S-31
HDPE
8
21 LF
1.00
23.90
24.0810.93
1
P-31
S-31
S-32
HDPE
8
50 LF
1.00
24.08
2410
20.14
20.6
P-500
S-49
S--50
RCP ill
30
32 LF
0.91
1
14.601
.
P-51
S-50
S-51
30
58 LF
0.06
­21TT-
14.
P-52
S-51
S-52
RCP IN
30
92 LF
0.30
. 4
22.50
15.27
15.55
P-53
S-
S-53
RCP 111
LF
0.35
15.83
P-54
-53
S-54
RCP 10
15
53 LF
0.40
22.
1&49
18.75
P-55
S-53
S-55
RCP III
W
65 LF
0.34
.OB
23.41
15,83
16.05
P-56
S--55
S-56
RCP III
24
55 LF
0.31
.41
4_. IF
16.
16.22
P- 7
S=
S-57
RCP 111
24--48
LF
0.29
24.151
16.36
P--sm
S-
S-58
RCP Ill
1
99 LF
0.30
23.61
16.36
1.6406
-
A
RCP III
A
S-
5-59
RCP III
1
42 LF
I
P
S-
S-60
RCP III
1r 1
Y7" L F
0,
23.94
YT55
16.96
17.15
P : 1
S=BO
5-61
RCP 111
1
47 :LF
0.
ing
17.30
P
S--61
S-62 1
RCP III
Or
45., LF23.ff
24.'M17.30
17,44
S-62
S-63 1
RCP III
18
" LF
24.00
.44
17.7
P-64
S--63
S-64
RCP III
f5w
114 LF*
M44
26.1
5-64
S-65
RCP IN
15
104 If
&24
26.1D
5-85
S-66
RCP 111
15
1.30.511
31. ,
S-51
S-68
RCP III
1
'ro LF
.24
1517
17.60
-69
S-5
S-69
RCP IN
15
is LF
23.61
23.00
17.50
18.06
P-71
S-58
S-71
RCP 111
15
42.1.E
22.90
22. 5
19.16
-72
S-63
S-72
RCP IV
1
:
0.30
20.44
20.44
117.73
1-7-52
P-73
-64
S-73
RCP Ni
15
F
1.
6.10
26.10
=05
P-74
-
S-74
RCP III
1`5
LF
1. L2
26.10
27.25
22
2101
P-75.
S-56
S-75
RCP 111
15
.35 LF
7
24.15
23.80
19.02
P-
S-75
S-76
RCP III
w
1
4
,30
4.1
19.91
P- <
S-76
S-77
DIP
15
.. 1
.1
.:
20.04
P-
S-77
S-78
DIP
15
52. LF
0,31
24.15
20.20
P- :
S-78
S- 9
RCP 111
1
59 LF
0.40
23.76
2am
20.20
20.44
P-:
S-79
S-80
RCP III
15w
131
0.50
28.05
24.55
F+-
S-78
S-81
RCP IN
15
23.
23.50
mis
2Q.27
P--
S-78
5-82
RCP IV
t5
1
.76
99
1...
P-
S-$
S-83
RCP IV
12
29 LF
0.54
2 .99
24.00
21.56
P- -*
I S-85
S-84
RCP 111
24
02 LF
0.81
N A
19.
OD
12.50
S-97
S-86
RCP ill
1'
1.
0.22
14.01
P .
S-
S- 7
RCP III
1
N.� A
19
13.SO 1
13:
P-87
S-w
S-59
RCP ill
15'
219 LF
1.26
19.20
21.75
16.75 1
19.50
MCLUDES-
CLASS AWWA Cf51
ARED END SECTION
DIP
■
rr
P-59 3k�.� ,� \ \
E RELIE`F
FOOTING.
swwo
01
_.-,mot_
34 _ .._- � _� f rs J�.
r �'14 ., �i �: \ .. •.4� �' .\ � \`'_ . � . � •, 1 ��
R,y
1i P 72
TOP 26-99 � a, 'AN.
INV u1 1
102
7E1 I 1
INV OUT 26.53
NEW HANOVER COUNTY �-
NEW HANOVER COUNTY
1
CITY OF WILMINGTON BOARD OF EDUCATION �� i�1,,
BOARD OF EDUCATION PL az •,,
CITY OF WILMINGTON
K l 1 ZONING: LM
48'OAK ZONING: LM ZONING: LM '.'.
ZONING: LM
I USE: RECREATIONAL USE: RECREATIONAL O` 8597
j USE: RECREATIONAL USE: SCHOOL s�a�. sE 1 GRAPHIC SCALE ;,N� .��r�IEE� J#4.
..�
rr
NOTE: SEE ARCHITECTURAL PLANS FOR LOCATION OF PRESSURE RELIEF b ' ++i+llfffff
SCALE: 1 �•4Q`
DRAINS AT FOOTING. SEE STRUCTURAL PLANS FOR FOOTING ELEVATIONS.
DRAINAGE PLAN ISCALE 1� = 40'
,t
�s
s.
ONEY
M LIM
�t1f�II��I�
T
W It Ul N
00
�
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REVISIONS
J
w
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5
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CONSTRUCTION
DRAWIN
w
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L J
II-_
ujo oc
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0 �fiiiw Z x
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ulZ
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R�REkEC't" AtAu�tAiEiR• DIED
gu!msy- MNH
tl4ANN Blft OH®
Q E D BY,
`P'RMCT NUM1IM- 00720.80-Y&
CADD FLE: W` MO--C4-2
C4m2
7 t AR04, 2005

RACK OF CUM F T NUN: OMAR JOIMRB hm TO hm THICK.
THE
X UK CLAN @ RO CONCIIITE THU@HM . TOP AND BOTTOM WDOD
C RM� BRACES SHALL PLACED ON C "f TOP ELEVATION UIIE Of FOR CONSTRUCTION OF THE BOTTOM SLAB. !�
FIRM 7HE END CF THE ATTACH EACH 2" x 6" DEDUCT FOR PIPE(6) FROM TOTAL CU. YDB. OF BRICK WMMNIY. �
P+ICIMTS. THE MMf1ygL;E I1MtAM7E SMALL CROSS BRACE TO THE FER1
PROAIIDE ALL CATCH WAIN OM W-S" IN DEPTH WITH VMP@ 12"
6'-O" PC6T TO (MAX) 4" x r TKATED WOOD Y Y OM. MITER. UBE STEPS IMtICH OONPLY WITH @TD. DMWIMI MO.".
BE CENTERED WITHIN THE FENCE. VMTH 2-3' x 1/4" Fri � A - �_ - _ _ UBE TYK "E", "F" AND "a" GRATES UXES@ OTHERWISE INDICATED. z
GALVANIZED LAG BOLTS m UN @R OONONBTE RACK NOW OOMPLIaS WITH THE RIMIIRBIN TO Lu
..
WITH WASHERS {TYP.) - @ OF MIEIItT M I" OF THE BTAMYIMB VIC FIOATIONG.
■ " sIF m pp��PI /� • Ii SET IRA BO?TRA ikA OF BBC • AIDD TO SLABoc
x is
2" x a` SATED WOOD n i� MIALL In
7 iPRMIIN 47�P �IFh UN t "A to WALL PWALL OVIIIIII 011 OTME 11[ i�iNiTI1i �E E/3 W
CROSS BRACE (TYP.) i`D
" x S" 71EATED N • a, -ON. QUANT T " SE ADAVO ACOBMIMINBLY. . as
POST (TYP.) PLAN o . e.
CONSTRUCT WITH PIPE CROWNS MATCHING.
7
Opp i f m EX#SI NC TREE ATTAfrF# EACH 2" x i• , j( CtwIIPER ALL ExPOiM OORNEile 1". � 0
G�-',yam WOOD PKw1` Tn 7HE SECTION X-X Na Nnr To SCALE.
% +�^ ' i 2" X 8" CRIO MACE WITH a TOP ELEVATION
3 GALVANIZED NAILS (TYP.) m
"t TOP ELEVATION
x 6" TREATED WORD SE STEPS -STD. N0. a40.a6
PICKET (TYP.} " 1'-d" STEP@ BTD. NO. 040.08
M9' MIME. " . r '+; • �� ��� ..: � '� �� �, I - - - - "• � _ - - - - - -
.
COARSE AGGREGATE` � :: *k _ F'T1 A - TOVELEVA
- - -
GRADE 1 2" SLOPE 4r � � - -. - - - � A
PLAN VIEW DRIPUNE I /
}� r Ba" E--i _
r
r*� a"3 MIN. STAKE CONCRETE '� My 50' MIN. f---r-HEIGHT ABOVE FOUNDATION NGRADE TYP. ° _ CASECTIONY-Y CG" DIVERSION TO DIRECT RUNOFF FROMI R PROTECTIVE B'U2RIl=R ( } ° f YIN. IL
v r' r n
- f I INSTALL 2 x 6 BOARDS I @ D
D YIN.
1AERT. 2 x a's MAY °
SECTION VIEW r .4• TOP OF CONCRETE C4 f� "
� R' • SLOPE OR BE HORIZ. TO ; .. • Q ' ' FCIUNDATION TO BE R IiBIR HT .
T FOR GRADE -4 V'ARIp
6" GRAVEL BASE =S. A RECTANGULAR SHAPE
� an �rr
`"! v - • o . .e, • n',- .p. • o . . f• • N yE
T• ,.i `� �-- •.. r ���
TEMPORARY CONSTRUCTION ENTRANCE ~^ Imo_ �4" ® "141 ff T°Iat PIPE is USED SECTION -a ~
N . T. S. ELEVATION �� FENCE SECTION X "o E� W,N:1RE 4!" TO 54" PIPE Ia usm cy
m N R HT. MMHEMIE 90" TO aa" PIPE I@ LISTED �
I Ic v -
NOW- z
TREES TO BE SAVED MILL BE CLEARLY MARKED PRIOR 'I.0 CONSTRUCTION AND A 4" x 6" TREATED WOOD POST (TYP.) J r J
PROTECTIVE BARRIER IS TO BE INSTALLED AT THE DRIPUNE. 4 x 6" _ TREATED MOD POST (TYP.) - - - - - - - - - _ M
_ � M
DRIP LINE - THE AREA OF SOIL DIRECTLY BENEATH THE TREE EXTENDING OUT TO INSTALL 2 x 6 BOARD � I - e r � W
THE TIPS OF THE OUTERMOST BRANCHES. AT END OF FENCE IF A ,I
LAWN AND STREET SIDE SIDE IS VISE "
METHOD OF TREE_ PROTECTION 12URINQ CONS UCTION 2' x 6" TREATED WOOD PICKET (TYP.) 2" x a" TREATED WOW CROSS BRACE (TYP.)i
ti r
r a
PLAN VIEW `
TREE PROTECTION MNERE 42" TO 84" PIPE IS USED
N . T. S. A. TOP OF CONCIIEIE FOUNDATION SHAtl BE RAW MA`7MI GRADE
IN PENCE AROUND HOW PEW. T 1 OF t DETAIL SHOWING METHOD ET 1 OF 2
IL USE NO. 1 REMM TREATED WOW UNLESS OTHERWISE @ OF RISER CONSTRUCTION PLAN s�A . 01
Ul11CATED. �V
SOLID WOOD FENCE DETAIL 0 g �
C -1 7 EXPANSION JOINTS- �..�
N.T.S. SR1 -`I
ca
" „ r-K .
#4 "V" 6 6 STD. $40.03 FRAME, = Z
hip GRATE &HOOD
VARIES 6' MAX. STAKES 8" I I t g
TOP STRAND MIN. #I10 GUAGE STAY MIRES MIN. n �.•� r \ I ' / ' LL W
12-1/2 GUAGE SILT BARRIER ; vs w m ao 2 . ~
1 STAKE AT G ROUNo I .. • ........:. • .:: ..� . . PLAN
EACH CC>ltAIER 4" SELF CLOSING FOOT m N ~ CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES CL
LLJ � CAST COVER IN SLAB SO
LINE MARES MIN. OPERATED LIP IS FLUSH FOR WASH ' C
SCOPE TQ TO 4 e _ TOP ELEYATIOT�E all#I12-1 /2 GUAGE �,. RAIN MAIN EXPANSION JOINT
USE ON FLAT GRADES 2% AND UNDER
ij
- S S1-0n T I f DEPRESSED GUTTER LINE
3-0
+. ,,I . •t : w �� f - '� ' s EXPANSION JOINT-]m �
BOTTOM STRAND MIN. #110 GUAGE ' �'-2' TYP. m PLAN OF TOP SLAB SECTION S-S
SILT BARRIER FENCE M M ¢
,, Cnnnl A - A DETAIL A PLAN VIEW NORMAL Cu ELEVATION
GU TER ON LIGHT GRADES
MOTE FOR CURB INLETS AND DROP INLETS Z
STEEL OR WOOD POST M = TOP ELEVATION NORMAL GUTTER LINE ~ all �W
DROP INLET PROTECTION = co B" E +� "w" BARS EXPANSION JOINT
FILTER FABRIC N . T. S. "� n �" " USE ON GRADES a�R
TFILL SLOPE C � I 10" MAX 6�-OPIREBGED GUTTER LINE RA
(� n „ EXPANSION JOINT-j 1'-O" .� F I -I Q
cc
NOTES: GROUND LINE I f DETAIL A 3 1 �¢" .� _
1. Z%SH& A IiSH ALL OUA M1INIMUM F 6 N SLOPE ELEVATIONco
LIM MARES W 12 STAY SPACING `� TOP OF BANK TOP OF BANH. �-� � � SECT ION R - R NORMAL CURB AND GUTTER ON STEEP GRADES Q N
2. FlL " FABRIC SHALL BE A MINIMUM CO' b WIDTH VARIES M iNa
36 NV U07H AND SHALL BE FASTENED � r ADEQUATELY TO THE MIRE ~ SEE PLAN
3. STEEL POST SHALL BE S' ON IN HEIGHT f.Q.
AND BE OF SELF FASTENER ANGLE I /
SEED & MULCH AFTER
STEEL TYPE -6DIGGING SWALE - SEE �� 1' MIN-4-
N NOTE BELOW /
4. WOOD POSTS SH$.L BE A MINIMUMI OF 6' M f \
IN HEK.HT AND 3 OR IN DIAMETER
WE • /
E FABRIC SHALL BEMORE
TO WOODEN � - \ : T •�
POST MATH NOT LESS THAN 09 WRE STAPLES � ��/ � �/ '��� • � � � //�\�
1-1/2 LONG ANCHOR FILTER FABRIC � / \/ f �/ /\�/, 4" DRAIN
SKRT
ET >I: OF S
Ml!
1. SIDESLOPE VARK (3:1 MAX.), SEE PLAN FOR PROPOSED CONTOURS 2 OF g
2. I90TTMTMM OF SWALET%1 SE FULLY LINED MMTH AN EROSION CONTROL I� ANH(ET . • RIM HAS . a21 cuBI1: YARDS oP @RICK wAitNRr PIN P@vT NBIIHT . 0 1
P'RIM3R TO� t M6JLCHIMMG.
SILT FENCE SANITARY DUMPING STATION r
N. T. S. TYPICAL GRASS SWALE N.T.S.
N.T.S.
11 GAUGE It 1' Si %UM GALVA#NZW 10 20.0
' '
S- BD M>1TiN NXT MOD NUT 10 3:1 SIDESLOPE 21.0
teAN
3/6" DNA. DW4. TENROADS AT EACH 3:1 SIDESLOP - E�1660 I �"
GATE & C01100" OF LINE FENCING (�•) - - - 1-INCH STORAGE _- - NORMAL POOL EL. 14.60 h---'
IIIIEWED 2- DIA. CAT'E E•-RAMES (TYP.) NAL ORMPOOL ELEV - 1.0'
EL 19.5
TOP RAC
EL. 10.60 6:1 SIDESLOPE
6:1 SIDESLOPE EL. 7.10 RED TOP GRASS SEED
ALONG LITTORAL 94ELF
FORE BAY POND BOTTOM (ARGOSITS ALBA) FILTER FABRIC 12" THICK CLASS
DIMENSIONS AMA? ' NOMINAL pM1ETER MID MIMMMIUMM IRMEI6FMT'S FOR ALL , ,
CHAMP LINK Pi9M5T5r FR+MMAES AND GATES SHALL BE IN ACOORDAMM WITH THE -/
ONE TENSION WIRE
FOLLO'"m TAKE_ CLIP EA. LINE POLE
(THE 6 OUNCE MIN.) LINE RAIL
OUTSIDE DI+AMIETER
W. M M FOOT
UK AND SECTION
NOMINAL 96CHES
NOMSMAL LIM
END C.comm AND PIR.L POST
{TU■[Ik.AR FARADIC FR M:i M 6'0'
1375
3.65
AND L€SS: ROLM
OVER 6'0': ROUND
2.1M7S
5.79
INTERMEDIATE POST FOR FABRIC
1'�
2.72
HEIGHTS (TUBULAR) 6'0' AND LESS
OVER 6'0"
Z375
3.65
RAILS AND POST BRACES
1.65
1.30
GATE POSTS FOR NOMINAL WIDTH
OF GATE SINGLE OR COME LEAF OF
2.875
5.79
DOUBLE GATE IADTH 6'0" OR LES&
ROUND
13'0" OR LESS: ROUND
4=
9.10
13'0' TO 134.0": ROUND
6.625
1ia17
OVER 18'0'
6.625
24.70
GATE FRAMES VO. OR LESS IN
HEWT S'0. OR LESS IN WIDTH:
NOt"
1.660
1.806
GATE FRAMES OVER 680" IN
HENOHT OVER a'0' IN MADTN:
ROUND
1.90
2.72
MINIMS OUNEWOM AND GLAANTITIE@ FOR NICK CATCH SASIN(MAIM 0:I MIN, HEi9HT, H, WITH NO RISER)"
DIMENSIONS
OF BOX AM PIPE
'FOP SW
BIMBMIBIONB
iCU. YDS.
CONC. IN BOX
@RIOK YABONRY
D®HCT.I61M
ONE PM
E.g. it.
PIPE
@PAN
WIDTH
WID11t
SPAN
IBM. NEIiIT
BARS-U
NO.
LENGTH
BAMRS-V
NO.
LENGTH
@ARB-W
NO. LENGTH
TOTAL
LBB.
TOP
SLAB
BOTTOM
@LAB
TOTAL
CONIC.
MIDI ■@.
pl@Y14
D
A
@
C
t
N
E
F
12"
3'-Ow
IE' - 2"
- -
- -
!' -Y"
- -
- -
..
_
-
_ .
..
..
0.291
0.901
0.80
1.144
8.01110
0.04MI
10'
3'-Om
2'-2"
W-Ow
0.281
0-201
0.91110
1.244
*.Oft
0.047
15"
W-Off
2'.2"
S'-
0.2111
0.201
1 1.043
1.31114
0.044
.O.NI@i
24"
S'-0"
2'-2"
S -
0.281
0.2@1
1.04
1.4B@
0.0"
0.11M
3O"
S'-0"
2'-2"
1 3'-4"
K � or
1'-2"
4'-4"
4
1'.6"
1 S
4'.1"
1 S
4'-1"
46
OA47
0.374
0.621
1.ON
2.217
0:1f
*a'It"
at"
S'-ON
2'-2"
S'-10"
4 Wt
V-a"
4'-4"
4
2 -O
4
4'-10
a
4 '-l"
40
0.107
0.415
0.@02
1.914
2.S
81
0.4
O.2BM
42'
3'-0"
2'-2"
41.6"
V-@"
S'-a"
4
v-@"
a
6'-3
a
W-11
M
0.185
0.373
0.506
2.152
2.S@0
O.BM
0.971
W-0
2'-R"
5'-
270
"
4
2'-8
4
a -a
41
00
a.
2.41
2.@@t
0.@1
0.4740"
64
-
6'7"
2'-'1"
V4
4
a-Sa'"
4
0.211
0.44B I
0-M@
2.1I016
S-40
10.1001
*41011-
B RIP -RAP
Ap2roved Coast. Plan
QN2
P;�-�n'sn�
EMERGENCY SPILLWAY s�
N . T. S. Public Ur' .93
#,C--
K ill A0001IDNICE MAfiE
� T►a1i�•:
MANUFACTlNAE15R5 SPECS. k POND CROSS-SEDTION Fum
3/B" MEIN. RC+ M ROD N . T. S.
MATH TURNBUCKLE
1 '
O.
CALVA NLIED COIL SP7RINNGGSGE GALVANIZED BAR GRATING 1" x 1 /8" BEARING BARS.
STRETCHM OUT FASTEN WTH J-CUPS, ATTACH TO A 1 1 /4" x 1 1 /4" x 1 /4"
• GROUND CLEARANCE 3"� ., . , 2 - 8'" x 13" ORIFICE OPENINGS p�Tj �I�STRUCTURE D ANGLE FRAME. MORTOR FRAME TO TOP OF
PLACE 1 /2 GALVANIZED HARDWARE.-•.•
L
MAJIIlUM 1 M@rBrfUM ; • 2 a' RIM ELEV 19
CLOTH OVER ORFICE OPENING .0
�,-i MRMWATM ELAN
b
M MUSHROOM TYPE
ATAN'
' BOTTOM HOW PER � GE CHOR � WITH STAINLESS STEEL FASTENERS APPROVED
ER (TYP.)
MANUFACTURER
CONCRETE FOOTING 1b' DNA. TYP.
17 DNA- AT AND M:APM
MAXIMUM TC 2 SCH. 40 PVC OUTLET 4'x4' REINFORCED / DATE �� � P lw
tlt�lAEaER T " / 1OV MAX
�13'� CONCRETE BOX
FLOOD POOL EL. - 16.60 r ~
10. 0' � I / _w
NOTES:
A FENCMw- SHALL CONFORM TO DETAIL SHOM AND THE M"ABARENT I:. CONCRETE F0CITMNMIi !HALL BE TO THE DEPTH AS SPMEOIPIED BY EL. 14.60 NORMAL POOL EL - 14.60
STANDARDS ESTABUSMED BY THE MOM LINK PDK1E MANUFACTURERS THE CHAIN UNK PENCE MMANUFACUTUNI S BRAS IR1TE 00"DING
MN311TUTE. ON THE HEIGHT OF THE FiNOE. i
B FRAMES SHALL CONa1ST OF IDLFW TOTE 1 MAIRRIALS SMD TO F. TOP OF CONTE CREFOOTING $HALL BE FE,iM MART GRADE 12"
" 1.0' EL. 13.6
ACOOM kX DATE THE SPANS :IIBSUMA ID PWIS SBE HALL OF FOR PENCE AROUND HORSE PEAL. 12 2
STANDARD UX*ff HOT DI 0 i1M1.WANM PIPE COM►ORMMNR TO •�- 24
ASTM A-120 DOLE 40 FO C�CBIM/t AND WE POSTS, AND t 8� E SOP
SCHEDULE SO FM LINE AM 'W RAMS. 2 FT MIN. 24" CULVERT -
C. GATE FRAMES SHALL BE FA/BPA MED OF GALVAMM STEEL AND FILTER FABRIC /
SM TO ACCOMMODATE SPAM It eu. GAIM *$ALL ME SWIG 12" THICK CLASS
l,��stti��,�►r"f�•
TYPE. MATE POS S SHALL ME A xo 'B' RIP -RAP �
ADEOUA1El.Y 91AfP0RT OkR'IE MIR THE !AN lFlOhw! ON THE ` .�� CA �• ,
PLANS. GATE PCIMiTS, IRA: MIIM 6. tA'IE SIM1Pi AW LATICM
SHALL BE OF ADEQUAX" FM1lR E MONMIEQ AND F OR:EB A Y RIP -RAP
j IN V'. EL 13.00
LAT0 *3 94ALL EME SUITA INA FOR sEMM OU9 A PA BLOOL S L
D. FENCE FABRIC 9 4ALL OE 2 PM #USIA, 9-GAUGE 101111MMCALLY N . T. S.
CLEANED AND ZINC COAIM MB1MI SLACK %*M COATING ORMANG O �� ;
70 ASTM A-392 FOR CLASS 2 FAr"Mc. 6" EXTENDED BASE
OUTLET STRUCTURE DETAI-L �'�7
CHAINLINK FENCE DE-T&L N.T.S.
N.T.S
MISCELLANEOUS DETAILS SCALE: N.T.S.
SURFACE AREA
SURFACE AREA
FORE BAY
FORE BAY
NORMAL POOL
POND DEPTH
1" STORAGE
REWIRED
PROVIDED
VOLUME REQ.
VOLUME PROVIDED
ELEVATION
(FT)
ELEVATION
(SF)
(SF)
(CF)
(CF)
14.60
7.5
16.60
8,314
8,580
3,277
3,455

C4RETE
4" DIA. DI
IN BASE, MIN. 2 rs�wre��u
I��
FIRE DEPARTMENT CONNEC110N
N.T.S.
TMENT
I
x 6" CONCRETE' PAD
GMRAL NOTES
L LOCATION OF VO4MCHAIR RAMNP:
1. IN ACCOIWWI VITH THE RATIFIED HOUSE RILL 1296, ALL STREET CUIM IN MONTH CAROLINA BEING CONSTRUCTED OR RECONSTRUCTED FOR
MAINTENANCE PROCEDURES. IRlAF RC OPI11A710NS, REPAIIS, COIMIACTION OF UTIL171ES OR ALTERED FAR ANY REASON AFTER SEPTEMBER 1.
1973 SHALL PROMS 04M.CI40M RAW% I= IM PHYSICALLY N#IEIICAPPED AT ALL NNTERSECTIOMS M6INK 40'M CURT AND GUTTERS AND
WEW ALKS ARE PROI+OED AND AT OWN NAM PONT$ OF PE KSWAfN F1.W
2. MA4EELCI4AN RAIDS SMILD K LOCA10 AS "PICA10 IN DETAIL DRAMMNOS. HOMIEVER EXISTING LIGHT POLES. FIRE HYDRANTS. DROP
INLETS. ETC. MAY AFFECT PLACII: AVOT.
II. CONSTRUCTION NOTES:
1. NO SLOPE SHALL EX= 1*-1* (12:1) ON THE RAMP OR SIDEWALK.
2. IN NO CASE 94ALL TREE MNDTH OF MMIMAWA RAMPS BE LESS THAN 40" (3'-4"). MADTHS MAY EXCEED 40" IF NECESSARY.
3. USE CLASS "A" CQWWW WIN TIME lW#0E HAWC A ROUGH, NO-9 0 7"1A+E f1 W.
4. 1/2" EXP*NW JOINT I&L BE 019"II O M W TFIE CONORETE 040MMM III JOINS ANY RIGID PAVEMENT OR STRUCTURE.
5. CONSTRW6" JIETF = SHALL CONFORM V#TH THOSE OF THE GAVAIiMNNiC SMY WNW HAS JLI103DICTION OF THE PARTKXR.AR STREET.
M. ADDITIONAL ilVIM'
1. 1HE Iai9 P90937RIAN CROSSWALK LINES SHALL BE ESTABLISHED WY M TMC THE RAN MN41E MARKED (SEE NOTE 6).
2. THE 11141RU134M RAC SHALL K LWCAM 90 THAT TMIE BEENINIIO air TIE **a Dom RAIMIP MILL BE TWO FEET FROM 114E INSIDE
PEDESTiIIA1N anoww" UK.
3. THE WIDTH OF THE AN CROSSWALK SHALL IRE 10 FEET UNLESS A GREATER VIIDTH IS REQUIRED TO ACCOMMODATE THE PEDESTRIAN
TRAFFIC.
4. STOP BARS SHALL 9E USED INH M IT IS IMPORTANT TO INDICATE T#E POINT 91 WHICH %V*CLES ARE REQUIRED TO STOOP IN
COMPLIANCE IMTH A TRAFFIC SWAL. STOP ION. OR OTHER LEGAL R��INBai�.
5. PARKING 94ALL BE EIJW4ATED A #IINII UM OF 20 FEET RACK OF PGOESIiAp CROSSWALK.
S. ALL PAVEMENT #IAWllNG5 SHALL K IN ACCORDANCE VATH THE LATEST WTM CN` THE MANUAL OF UWORM TRAFFIC CONTROL DEVICES.
PUBLISHED BY IM FWMAL H 04VIIAY ADMINISTRATION. THIS IS AVALAILE FROM THE 9101941I17I:IE#EANT OF DOCUMENTS. U.S GOWROA NT
PRINTNN6 OFFKX WAASHINGTON. D.C. 20402.
-GUIDELINES FOR WHEELCHAIR RAMPS
PLAZA{VAR)
11f EVIAMpl JOINT -pp 1./Z" EIIIPi 8 M JONT
—4
1
T�
�' ' • i A #
TMa � �+gal
wwwww
�a
1 �'v'SC1;,4'•dM��^T�x,�ykMx'M.ktrtitF't=tot� �t,�,n„T'r,r P "�
aW � � \• �� any
v
If• '' '" .
I 1" Ymm MVMMT
-HEAD ANY WTH
VACLIUM NMAk R
3/4" IiW
CWNCREW BASE
r-
�.I
VIE2: MNATAII LINE
2'- or SWAM
1" YARD HYDRANT
N.T.S.
gI YAW HllIARAK T+I� I� � l�RG7EC'RE1,
A1U�I gft QRAI�Ifi. A
So w
W/ AM7
�w
4Wlagoot � 11E
1 R&L JOINT
rig "p
0
BACK FRAME
GATE FRAME
r
1.660" O.D.DIAG. MEM RS 2.375" 0 ©SCH. 40
STR. WT. 1.sl4iii/ T: M.
. TOP a BOTTOM
OR SCH. 40
2.272 #/PT.7
MALLEABLE'
NCI ROLLERS
STD. BAR
AND IMANOS
1.90" O.D.
6" CLq
TS CONCREPE NOTE
CHANNL 4" O.Q. ALL
SUP MT r I
ITS (2 K
RIEW �)MD
VIN
CONCRETE CHANNEL
CURB FOR GAIT M€�VEAiIENT
400 PSI
SEE PLAN SHEETS
CHANNEL SLOPE 0.5% TO DRAIN OUT
SECTION _q—A._
SLQLN _ GATE PQ5T ,TAIL
N.T.S.
NUT OPIMIED
3" MJ ®ATE VALVE
W/ VALVE BOX
AND W/ RESTRAINING; GLANDS
3" DIP,� (') FVOW
�. 90' MJ mm
rW/ RE37RAM M GLANDS
A
map m
JaY
TO BUILDING
° - r e- r� LAA�E EMD w
GLANDS
3" OOMPNI4Ii1 WA7IIJt
14
J. 4. ir &aw
IIW#It .� T@ Ifs
4•
���1L MOLEPIIEI+I1iT OONOIWIE
WA LT
=AND
T9AAAN MNMlaALlt9 IN VAULT
LID.) '� moll
I AIIEA MUST
3" DATER METER VAVLT PLAN
N. T. S.
VAR
SEE NOTE .
VAR
VAR
1 /2" EXPO
SIDEWALK
1 /T" EXPANSION JOINT
1
ApJtQ.APa.`f4r�s��`.IFi'dir'YP-
�� `-FACE OF CURB
SLOPE NOT TO
EXCEED 12:1
TYPICAL LOCATION OF V44EELCHAIR RAMPS, PEDESTRIAN PLAN MEW WHEELCHAIR RAMP
CROSS WALKS & STOP BARS FOR TEE INTERSECTION
BACK OF SIDEWALK 4'—O" 3'-4" 4'—®
SIDEWALK 1 /4" PFIt 1' w STANDARD 2' CURB AND VART 1 .1 TOP OF CURB
OUT" V1111H 1 1 /4" R 4
12:1 GUTTER LINE
DEPIRESSED CURB
1 /2" EXPANSION JOIN 1' L#A7S OF 11N�IMCNAIR
R
SECTION A --A SECTION 8-8
GUIDELINES FOR WHEELCHAIR RAMPS & DEPRESSED CURBS
N.T.S.
ENTIRE GATE TO
HAVE FABRIC
O.D. 'TIES 1
_ #7 GA. TENSK
WIRE TOP 0
BOTTOM, H
RANG TO Ft9
FAIC
—ALL BE �
2 '.
I ICKLED TOO
OM SELVAGES.
BE ill ACC
YL OOA'I'EL3
12"
TV. GATE FRAME
N.7.S.
2.Bg O.Q.
LAT POST
2"
LATCH
i�.D."
2"
TCH
1.90" O.D. STR. WT. E
02.176 #/Ir T. OR o
SCH. 40 02.72 T.
TYPICAL ALL VE R AL y +�
MEMBERS ..
NOTE:
GATE TRAC70R SHALL PROAK OPERATOR
PAD PS MANUFACTLAERS DIKC'IM.
i f M
•w
F
af4} �fjhf��•{i'rf�Not�ii
A +
�aT�'� f�rii
•� .t , r ., ...f
ter": �i•� f
B
r i �fBi #� �i*, �1.� �.* ���A`�f�
M
��•��� w iTor a »
9
Ni }NIGH OMN%M FI
SK DETAIL INKY C6.1
CAPS Tit AIE PINNED AND GLUED TO
VARIES
MAW WALL II ACOMANCE TO MWS
SLOPERE+CMMIrIillp"7ION6
7w ME WALL
`•
::r ':•..;::�
TAIP OF WALL m "NIB E C E I V E
PL�AIt
i ;, ..' ,,•
•
+�
M,QCII RiTAINING WALL
m wm No" 10a �/�
M M I»
AUG 0 2006
i f
TO
•
PRAM TIN "Alt At HIC AM MALL
D W �
GNOW MAT APPROV�f RY
T,ti
A4 '1 F. ,pil 1IIDN MODULAR 111LOCK
RI�AiINMN6 WALL 6
PROd #
�t am M ACItmot
AIM OF 'i"AI
.•
' :
"PALL tAD!M16 A
TWX AL IINN 1LM §MXK
WAALL. I oy
7 wAm srm wRA ""
..
IIIL
oowm OF Ski.
-
WL
MP DRAIN
��,IN++�iu,,�
wr
%,%CA
MODULAR
BLOCK RETAINNG WALL DETAIL
7 ;
- -
'J
MISCELLANEOUS DETAILS I SCALE: N.T.S.