SW8110901_APPROVED PLANS_20110920

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8 l\0C1 O 1
DOC TYPE ❑ CURRENT PERMIT
® APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
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o e�RMUDADR Z 2� ENGINEER (CIVIL):
a R PARAMOUNTE ENGINEERING, INC.
NEW HANOVER ?�
c 2FA/ COUNTY AIRPORT 5911 OLEANDER DRIVE, SUITE 201
o RRjE�DOR WILMINGTON, NORTH CAROLINA 28403
PRINGRD AGE O ATTN:TIM CLINKSCALES, P.E. [phone]
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SHEET NUMBER SHEET TITLE
VICT ORIA DR ° C-0.0 COVER SHEET
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PST C-1.0 NOTES
CO LE
y HEwLEn pR C-2.0 SITE PLAN
NEW HANOVER
o �FA� COUNTY AIRPORT C-3.0 GRADING PLAN
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o �a° z C-4.0 EROSION CONTROL PLAN E
II 6RFN�Y AIRPORT BLVD C-6.0 - C-6.2 DETAILS
NOTICE REQUIRED qs °Oo
ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED PRIOR TO THE BEGINNING CF ANY
r CONSTRUCTION IN THE VICINITY OF SAID UTILITIES. r NEW HANOVER ICE
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COUNTY AIRPORT
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CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED �y
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To EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS PRIOR TO COMMENCEMENT 3 ��
OF EXCAVATION OR DEMOLITION.
CONTACT "CAROLINA ONE CALL"AT L
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1-800-632-4949
VICINITY MAP
CONTACT THESE UTILITIES (SCALE: 1"-1000')
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o NEW HANOVER COUNTY PLANNING & INSPECTIONS CAPE FEAR PUBLIC UTILITY AUTHORITY (WATER & SEWER) PREPARED BY:
�- PH:910-798-7165 ATTN:FRANK STYERS
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° PIEDMONT NATURAL GAS N
11 PH:910-7997165 PROGRESS ENERGY "" ` PAR MOU , TE
PH:1-800-632-4949 ," ,���nm,,, ,
c EMERGENCY DIAL 911 ''�pQ`�Ness ROB °-- F
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SEA 911 Oleander Drive, Suite 201
BELL SOUTH
POLICE - FIRE - RESCUE PH:1�oo 63z asas n :
36?�35 APPROVED �p�gton, North Carolina 28403
a TIME WARNER CABLE 3s'•. INS CAROLINA ENVIRONMEN
(' ) 791-6707 (0) [phone] (F)
PH:910-7634638
o `.., p �cf ANAGEMENT COMMISSION
NER NC License#: C-2846
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"""" DIVISION OF WATER QUALITY PROJECT # 11137.PE e
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FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
CONSULTANTS: ARCHITECT/ENGINEERS Dnmft TO ftled'ft Office of
0 PROJECT ARCHITECT- SUMMIT SMITH ARCHITECTS COVER OUTPATIENT CLINIC euWllp Wunder Construction
CML: PARAMOUNTE ENGINEERING INC.
and Facilities
OD STRUCTURAL: Approved Project Director uc dm Dm*q Nunber
MEP: WILMINGTON— NOM CAROu� Management
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VA FORM 08-6231
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PERMANENT SEEDING SCHEDULE - MIXTURE 5CP EROSION CONTROL AND SEQUENCE OF CONSTRUCTION NOTES: COORDINATION NOTES:
Seeding Mixture NOTE:THESE EROSION CONTROL AND SEQUENCE OF CONSTRUCTION NOTES ARE INTENDED FOR 1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE
EACH"PHASE"OF CONSTRUCTION. THE ORDER AND STEPS TAKEN MUST BE IMPLEMENTED AS EACH PLANS.
SPECIES RATE(LB/ACRE) PART OF THE PROJECT IS DEVELOPED;WHETHER AS A WHOLE OR IN PHASES. ANY EROSION
CENTIPEDE GRASS 10-20 CONTROL DEVICESIMEASURES MUST REMAIN IN PLACE UNTIL THE ENTIRE BASIN DESIGNED TO 2. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND WITH NEW HANOVER COUNTY,AND
HANDLE SEDIMENTATION AND EROSION IS STABILIZED AND AL IMPROVEMENTS WITHIN THE BASIN THE STATE OF NORTH CAROLINA
Seeding Dates ARE COMPLETE.
MARCH-JUNE 1. CONSTRUCT TEMPORARY GRAVEL CONSTRUCTION ENTRANCE(S),ESTABLISH THE LIMITS OF 3. THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL AND VERTICAL CONTROLS TO BE USED WITH
DISTURBANCE,TEMPORARY DITCH PLUG(S),AND TEMPORARY SILT FENCE. THE PROJECT. IN ADDITION,THE CONTRACTOR IS TO COMPUTE THE LAYOUT OF THE ENTIRE SITE PLAN IN
o Soil Amendments ADVANCE OF BEGINNING ANY WORK ASSOCIATED WITH THE SUBJECT PLANS. CONTRACTOR SHALL EMPLOY A
2. CLEAR AND REMOVE FROM SITE ALL TREES(ONLY ONES TO BE REMOVED),ROOTS,ROOT MAT,
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS,OR APPLY 300 LB/ACRE PROFESSIONAL SURVEYOR TO PERFORM SITE IMPROVEMENT STAKEOUT(S).
0 - 10-10-10 FERTILIZER. ETC.FROM THE AREA WITHIN THE DESIGNATED CLEARING LIMITS.
V- 4. ANYTIME WORK IS PERFORMED OFF-SITE OR WITHIN AN EXISTING EASEMENT,THE CONTRACTOR IS TO NOTIFY
3. INSTALL REMAINING EROSION CONTROL MEASURES AS SHOWN ON THE PLANS WITHIN THE THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK,AND TO FOLLOW ANY GUIDELINES
c Mulch
o AREA DISTURBED. ALL EROSION CONTROL MEASURES MUST BE INSTALLED BEFORE OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT.
II DO NOT MULCH. COMMENCING CONSTRUCTION.
5. CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS BY OTHERS FOR ALL BUILDING DIMENSIONS AND A
Maintenance 4. PLAT GRASS OVER ALL GRADED AREAS WITHIN 15 WORKING DAYS OF CEASE OF ANY GRADING DETAILS.
t FERTILIZE VERY SPARINGLY-20 LB/ACRE NITROGEN IN SPRING WITH NO PHOSPHORUS. ACTIVITY.
c CENTIPEDE GRASS CANNOT TOLERATE HIGH PH OR EXCESS FERTILIZER.
•� 5. IETC., TELY UPON THE INSTATHE CONTRACTOR SHALLLLATION INS ALL INLET PROTECTION OF ANY STORM I O STOP ANY NAGE CATCH EDIME TO FROM GENERAL NOTES:
ENTERING THE DRAINAGE SYSTEM.
TEMPORARY SEEDING-LATE WINTER/EARLY SPRING 1. EXISTING CONDITIONS AND TOPOGRAPHIC SURVEY SHALL BE FIELD VERIFIED BY CONTRACTOR AND ANY
6. IMMEDIATELY UPON THE INSTALLATION OF ANY STORM DRAINAGE SYSTEM,THE CONTRACTOR DISCREPANCIES REPORTED TO THE OWNER,OWNERS REPRESENTATIVE AND/OR ENGINEER IMMEDIATELY.
SHALL INSTALL OUTLET PROTECTION AS SHOWN ON THE PLANS AND DETAILS.
Seeding Mixture 7. THE CONTRACTOR SHALL CONVERT THE SEDIMENT BASIN TO THE WET DETENTION POND ONCE 2. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES ON THE
THE ENTIRE DRAINAGE BASIN IS FULLY STABILIZED. THE CONTRACTOR SHALL REMOVE ANY PLANS.THE EXACT LOCATION OF ALL EXISTING UTILITIES IS NOT KNOWN IN AL CASES. THE CONTRACTOR
o SEDIMENT FROM THE POND AND ESTABLISH THE FINAL POND BOTTOM ELEVATION. ONCE ALL SHALL EXPLORE THE AREA AHEAD OF DITCHING OPERATIONS BY OBSERVATIONS,ELECTRONIC DEVICES,
_ WINTER AND EARLY SPRING CONSTRUCTION IS FINISHED WITHIN THE POND DRAINAGE AREA THE CONTRACTOR SHALL HAND DIGGING AND BY PERSONAL CONTACT WITH THE UTILITY COMPANIES. IN ORDER TO LOCATE EXISTING
y REMOVE THE SKIMMER TO COMPLETE THE WET POND CONSTRUCTION. UTILITIES IN ADVANCE OF TRENCHING OPERATIONS SO AS TO ELIMINATE OR MINIMIZE.DAMAGE O EXISTING
c UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AL COSTS RESULTING FROM ANY DAMAGE TO
O SPECIES RATE(LB/ACRE) 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING O THE EXISTING UTILITY LINES INCLUDING LOSS OF UTILITY REVENUES. CONTRACTOR SHALL ARRANGE FOR
II Rye(GRAIN) 120 PRE-CONSTRUTION CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY TEMPORARY SUPPORT OF EXISTING UTILITIES,SUCH AS POLES,CONDUITS,FIBER OPTIC CABLES.
ANNUAL LESPEDEZA(KOBE IN PIEDMONT INADVERTENTLY BE DAMAGED DUE TO THE FAILURE OF THE EROSION CONTROL MEASURES. TELEPHONE CABLES,WATER LINES,ETC.
50
r AND COASTAL PLAIN,KOREAN IN MOUNTAINS)
9. DURING GRADING AND AFTER GRADING HAS BEEN COMPLETED,THE CONTRACTOR SHALL 3. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE DEPARTMENT
c O OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND CONTINUE TO MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL MEASURES UNTIL OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED UNDER THE
w BEYOND JUNE FINAL INSPECTION AND APPROVAL BY NHC. OCCUPATIONAL SAFETY AND HEALTH ACT.
t SUMMER
10. UPON RECEIVING FINAL INSPECTION AND APPROVAL BY NHC,THE CONTRACTOR CAN REMOVE 4. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE TO THE
TEMPORARY EROSION CONTROL MEASURES. OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE,ERECT AND MAINTAIN AT ALL TIMES DURING
p co SPECIES RATE(LBIACRE) THE PROGRESS OR TEMPORARY SUSPENSION OF WORK,SUITABLE BARRIERS,FENCES,SIGNS OR OTHER
GERMAN MILLET 40 11. THE CONTRACTOR SHALL CONTINUE TO WATER,FERTILIZE,MOW AND MAINTAIN SPRIGGED, ADEQUATE PROTECTION,INCLUDING FLAGMEN AND WATCHMEN AS NECESSARY TO INSURE THE SAFETY OF
SODDED,AND PLANTED AREAS UNTIL AL CONSTRUCTION IS COMPLETE. THE PUBLIC AS WELL AS THOSE ENGAGED IN THE CONSTRUCTION WORK.CONSTRUCTION SIGNING SHALL
FALL BE IN ACCORDANCE WITH THE LATEST EDITION OF"CONSTRUCTION AND MAINTENANCE OPERATIONS B
GENERAL EROSION AND SEDIMENT CONTROL NOTES: SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES'BY THE DOT.
0
SPECIES RATE(LB/ACRE) 1. THE EROSION CONTROL PLAN SHALL INCLUDE PROVISIONS FOR GROUNDCOVER ON EXPOSED 5. ALL MATERIAL CLEARED OR DEMOLISHED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK
RYE(GRAIN) 120 SLOPES WITHIN 21 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING; SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFFSITE.
N SHALLPERMANENT GROUNDCOVER FOR ALL DISTRRBED AREAS WITHIN 15 WORKING DAYS OR 90
CALENDAR DAYS(WHICHEVER IS SHORTER),FOLLOWING COMPLETION OF CONSTRUCTION OR 6. ALL WORK BY THE CONTRACTOR SHALL BE WARRANTEED BY THE CONTRACTOR FOR A PERIOD OF ONE
Seeding dates DEVELOPMENT. YEAR AFTER THE OWNER ACCEPTS THE WORK.
COASTAL PLAIN-DEC.1-APR.15-LATE WINTER AND EARLY SPRING 2. UNLESS OTHERWISE INDICATED,ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT 7. CONTRACTOR SHALL CALL THE NORTH CAROLINA ONE-CALL CENTER AT 1(8W)6324949 AN ALLOW THE
APRIL 15-AUG.15-SUMMER CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE CENTER TO LOCATE EXISTING UTILITIES BEFORE DIGGING.
AUG.15-DEC.30-FALL MINIMUM STANDARDS AND SPECIFICATIONS OF THE NORTH CAROLINA EROSION AND
SEDIMENT CONTROL HANDBOOK.(NO SEPARATE PAYMENT).
Soil amendments
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL 3. THE CONTRACTOR SHALL NOTIFY PLAN APPROVING AUTHORITY ONE WEEK PRIOR TO THE SITE NOTES :
LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER. PRECONSTRUCTION CONFERENCE,ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND
DISTURBING ACTIVITY,AND ONE WEEK PRIOR TO FINAL INSPECTION.
0 1. ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER PRIOR TO
w Mulch 4. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO CLEARING START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL
oO APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT,NETTING OR A MULCH AND/OR LAND DISTURBANCE. SETBACKS,EASEMENTS AND DIMENSIONS SHOWN HEREON BEFORE BEGINNING CONSTRUCTION.
., ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH 5. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN AND PERMIT SHALL BE
p ANCHORING TOOL 2. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC SHALL BE PROTECTED
MAINTAINED ON THE SITE AT ALL TIMES. FROM INJURY,AND ADJOINING PROPERTY PROTECTED FROM DAMAGE
c co Maintenance 6. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON 3. ACCESS TO UTILITIES,FIRE HYDRANTS,STREET LIGHTING,EOM.,SHALL REMAIN
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED,REFERTILIZE AND MULCH THESE PLANS(INCLUDING,BUT NOT LIMITED TO OFFSFTE BORROW OR WASTE AREAS, UNDISTURBED,UNLESS COORDINATED WITH THE RESPECTIVE UTILITY.
c IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. STAGING OR STORAGE AREAS),THE CONTRACTOR SHALL PREPARE AND SUBMIT A
0 SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND TO
NCDENR FOR APPROVAL.CONTRACTOR SHALL PAY ALL FEES REQUIRED AND SHALL INSTALL 4. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION.
NECESSARY MEASURES AT NO SEPARATE PAYMENT. THE CONTRACTOR SHALL PROVIDE THE 5. THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON COMPLETION OF THE PROJECT `'
DEMOLITION NOTES: OWNER AND THE ENGINEER A COPY OF THE AMENDED PERMIT.
AND AT LEAST ONCE A WEEK DURING CONSTRUCTION.
7. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION g, THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE"CONSTRUCTION LIMITS"BROOM CLEAN AT ALL
1. CONTRACTOR TO COORDINATE WITH THE OWNER TO PROPERLY MAINTAIN OR RELOCATE CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS
EXISTING SERVICE CONNECTIONS WHEN NECESSARY. DETERMINED BY EITHER THE REVIEWING AGENCY OR THE ENGINEER. (NO SEPARATE TIMES. -
o c�I PAYMENT).
0 2. CONTRACTOR IS O WALK THE SITE AND BECOME FAMILIAR WITH THE SCOPE OF DEMOLITION 7. ALL UTILITIES TO SERVICE PROPOSED STRUCTURE SHALL BE UNDERGROUND ON SITE.
w REQUIRED..ALL DEMOLITION WORK REQUIRED TO CONSTRUCT NEW SITE IMPROVEMENTS 8. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL
N WILL BE PERFORMED BY THE CONTRACTOR AND WILL BE UNCLASSIFIED EXCAVATION. TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL 8. ALL STREET SURFACES,DRIVEWAYS,CULVERTS,CURB AND GUTTERS,ROADSIDE DRAINAGE DITCHES AND
c
0 STABILIZATION IS ACHIEVED. OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY MANNER AS A RESULT OF CONSTRUCTION
3. DEMOLITION SHALL INCLUDE BUT I5 NOT LIMITED TO THE EXCAVATION,HAULING AND OFFSTTE SHALL BE REPLACED OR REPAIRED IN ACCORDANCE WITH THE SPECIFICATIONS.
II DISPOSAL OF CONCRETE PADS,CONCRETE DITCHES,FOUNDATIONS,SLABS,STEPS,AND 9. ALL AREAS DISTURBED BY CONSTRUCTION UNLESS OTHERWISE IMPROVED SHALL BE
r STRUCTURES;ABANDONED UTILITIES,BUILDINGS,PAVEMENTS AND ALL MATERIALS CLEARED SODDED OR SEEDED AS INDICATED AND STABILIZED. 9. CONTRACTOR SHALL MAINTAIN AN'AS-BUILT'SET OF DRAWINGS TO RECORD THE EXACT LOCATION OF ALL ..
V AND STRIPPED TO THE EXTENT NECESSARY AS DIRECTED BY THE SOILS ENGINEER FOR THE
_ - c PIPING PRIOR O CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE OWNER UPON COMPLETION OF THE
INSTALLATION OF THE NEW IMPROVEMENTS AND WITHIN THE LIMITS OF CLEARING AND 10. DURING DEWATERING OPERATIONS,WATER SHALL BE PUMPED INTO AN APPROVED PROJECT WITH A COPY OF THE TRANSMITTAL LETTER TO THE ENGINEER.
m GRADING AND AS SHOWN ON THESE PLANS. FILTERING DEVICE PRIOR TO DISCHARGE TO RECEIVING OUTLET.
V 10. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE CONTRACTOR,
ADJACENT O 4. THE CONTRACTOR SHALL PROTECT ALL ADJACE PROPERTY,STRUCTURES AND UTILITIES 11. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE GIVEN TO THE OWNER FOR REVIEW,NO
ON THE PROPERTY NOT TO BE DEMOLISHED. DAMAGE TO PROPERTIES OF OTHERS DUE TO AFTER EACH RUNOFF-PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO
THE CONTRACTOR'S ACTIVITIES SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT NO DEPARTURES FROM THE CONTRACT DOCUMENT SHALL BE MADE WITHOUT THEPERMISSION OF THE OWNER.
O MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE
COST TO OWNER IMMEDIATELY. 11. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE LOCATION OF AL
S. ELECTRIC,TELEPHONE,SANITARY SEWER,WATER AND STORM SEWER UTILITIES THAT 12. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED BY CONTRACTOR ONCE EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON PLANS AND WHERE SHOWN ARE ONLY APPROXIMATE.
SERVICE OFF-SITE PROPERTIES SHALL BE MAINTAINED DURING THE CONSTRUCTION PROCESS STABILIZATION OR A SUFFICIENT GROUND COVER HAS BEEN ESTABLISHED OR AS DIRECTED BY THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO EXTRA COST HAVE LOCATED ALL UNDERGROUND LINES
BY THE CONTRACTOR. THE ENGINEER. (NO SEPARATE PAYMENT).NCDENR'S FINAL APPROVAL IS REQUIRED. AND STRUCTURES AS NECESSARY. NO CLAIMS FOR DAMAGES R EXTRA COMPENSATION SHALL ACCRUE O
THE CONTRACTOR FROM THE PRESENCE OF SUCH PIPE OTHER OBSTRUCTIONS OR FROM DELAY DUE TO
6. THE CONTRACTOR SHALL PRODUCE A PHOTOGRAPHIC RECORD(DIGITAL)OF DEVELOPMENT 13. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE REQUIRED AT ALL CONSTRUCTION REMOVAL OR REARRANGEMENT OF THE SAME.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO
COMMENCING WITH A RECORD OF THE SITE AS IT APPEARS BEFORE DEMOLITION IS BEGUN. STAGING AREA ENTRANCES AND ALL CONSTRUCTION ACCESS LOCATIONS INTO NON-PAVED UNDERGROUND STRUCTURES. CONTACT NORTH CAROLINA ONE CALL"TOLL FREE 1-800-M4949 AT LEAST 48
AFTERWARDS,A PHOTOGRAPHIC RECORD SHALL BE MAINTAINED WEEKLY DURING AREA. (NO SEPARATE PAYMENT). HOURS PRIOR TO CONSTRUCTION.THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL NONSUBSCRIBING D `
d• CONSTRUCTION AND ENDING WITH A PHOTOGRAPHIC RECORD OF THE DEVELOPMENT AS IT UTILITIES.
APPEARS AFTER DEMOLITION. THIS RECORD SHALL BE DELIVERED TO THE OWNER. 14. WHEN CROSSING CREEK OR DRAINAGE-WAY,THE DIVISION OF WATER QUALITY SHALL BE
CONTACTED PRIOR TO DISTURBING A CREEK. THE CONTRACTOR SHALL INSTALL RIP-RAP WITH 12. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS,CERTIFICATIONS,EQUIPMENT,ETC.,THAT MAY
7. EXISTING CURB AND GUTTER,LIGHTS,SIDEWALK,AND UTILITIES NOT INTENDED FOR FABRIC ALONG DISTURBED BANKS AND CHANNEL AND RESTORE SLOPES TO ORIGINAL BE REQUIRED.
DEMOLITION SHALL BE MAINTAINED,PROTECTED AND UNDISTURBED DURING DEMOLITION. CONTOURS,BUT NOT STEEPER THAN 2:1 MAXIMUM.DISTURBED CREEK AREA SHALL BE
o STABILIZED IMMEDIATELY.
- ,Q 8. ALL EXISTING IMPROVEMENTS INDICATED OR REQUIRED TO BE DEMOLISHED SHALL INCLUDE 13 WITH THE PROJECT AS SET FORTH IN THESE E IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED
E PLANS.
REMOVAL FROM THE PROPERTY AND PROPER DISPOSAL.. MAINTENANCE PLAN
c
O 9. CONTRACTOR SHALL COORDINATE RELOCATION OF ALL EXISTING OVER HEAD AND 14. AL LOT STRIPING AND DIRECTIONAL ARROWS TO BE YELLOW REFLECTIVE MARKINGS AND SHALL CONFORM TO
! 11 UNDERGROUND UTILITIES INCLUDING CABLE,GAS,TELEPHONE AND ELECTRIC AND ANY OTHER 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND NCDOT.
-C UTILITIES THROUGH THE SITE WITH THE RESPECTIVE COMPANIES. OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL BUT IN NO CASE LESS THAN
ONCE EVERY WEEK.ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
15. ALL PARKING LOT DIMENSIONS ARE FROM FACE OF CURB.
10. PROVIDE SMOOTH SAW CUT OF EXISTING PAVEMENTS,CURBS AND GUTTERS AND SIDEWALKS PRACTICES AS DESIGNED.
TO BE DEMOLISHED. 16. LANDSCAPE PLANTINGS AT ENTRANCE/EXITS WILL BE INSTALLED AND MAINTAINED SO AS NOT TO INTERFERE
o O 2. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP DRESSED WITH AN ADDITIONAL 2 WITH SIGHT DISTANCE NEEDS OF DRIVERS IN THE PARKING AREA AND AT ENTRANCE/EXIT LOCATIONS PER LOCAL
L 11. ALL DEMOLITION WORK SHALL BE DONE IN STRICT ACCORDANCE WITH LOCAL,STATE AND INCHES OF#4 STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED INTO STANDARDS.
m FEDERAL REGULATIONS AS WELL AS OSHA REGULATIONS. THE STREET WILL BE IMMEDIATELY REMOVED.
c
0 17. SEEDING TO BE INSTALLED TO LOCAL REQUIREMENTS 6 STANDARD
12. EXISTING FIRE HYDRANTS ARE TO REMAIN IN SERVICE. 3. SEDIMENT WILL BE REMOVED BEHIND THE SEDIMENT FENCE WHEN IT BECOMES 0.5 FEET DEEP
AT THE FENCE.THE SEDIMENT FENCE WILL BE BE REPAIRED AS NECESSARY O MAINTAIN A 18. ALL DIMENSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR O FACE OF CURB UNLESS OTHERWISE
13. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE BARRIER.SILT FENCE STAKES WILL BE SPACED FEET APART UNLESS A WIRE BACKING IS NOTED.
RECORDS,BUT THE THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION AND USED WITH 8 FOOT STAKE SPACING.
ELEVATIONS OF THE MAINS BY DIGGING TEST PITS BY HAND.
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.
6 5. INLET PROTECTION-INSPECT WIRE AND ROCK INLET PROTECTION AT LEAST ONCE A WEEK
,0 AND AFTER EACH SIGNIFICANT a INCH OR GREATER)RAINFALL EVENT AND REPAIR
IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE SEDIMENT STORAGE AREA TO ITS E
SEDIMENT
c ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN
O DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL
II AREA AND REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING.
6. SEDIMENT BASIN-REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS
c
WHEN IT ACCUMULATES TO WITHIN ONE HALF OF THE DESIGN DEPTH. PLACE SEDIMENT IN AN
N AREA WITH SEDIMENT CONTROLS. CHECK THE EMBANKMENT,SPILLWAYS,AND OUTLET FOR
t EROSION DAMAGE,PIPING,AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY.
."c REMOVE ALL TRASH AND OTHER DEBRIS FROM THE RISER AND POOL AREA
rn
7. SKIMMER-INSPECT SKIMMER AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL TO MAKE
m p SURE THAT THE INTAKE MECHANISM,ORIFICE,OR DISCHARGE PIPE IS NOT CLOGGED WITH
t TRASH OR SEDIMENT. IF THE BASIN IS DRY,MAKE SURE THAT ANY VEGETATION GROWING ON
..... •� THE BOTTOM IS NOT HOLDING THE SKIMMER DOWN. TAKE SPECIAL PRECAUTION IN WINTER TO
PREVENT THE SKIMMER FROM PLUGGING WITH ICE.
8. OUTLET PROTECTION-INSPECT RIP RAP OUTLET STRUCTURES WEEKLY AND AFTER
SIGNIFICANT a INCH OR GREATER)RAINFALL EVENTS TO SEE IF ANY EROSION AROUND OR
BELOW THE RIP RAP HAS TAKEN PLACE,OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY
MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE.
p 9. EMERGENCY SPILLWAY PROTECTION-AFTER EVERY HIGH-WATER EVENT INSPECT THE
INTEGRITY OF THE LINED SPILLWAY AND THE ADJACENT EARTHENED BANKS. IMMEDIATELY
0
MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE. REPAIR ANY VOIDS IN THE RI
w RAP LINED APRONS,RE-ESTABLISH ANY LOOSE STONES,AND FIX GAPS IN THE ADJACENT
VEGETATIVE COVER.
c
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7
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FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
CONSULTANTSARCHITECT/ENGINEERS Draft'& ` od'a Office of
PROJECT ARCHITECT' SUMMIT SMITH ARCHITECTS NOTES OUTPATIENT CLINIC e�aro Nu�er Construction
Cnamnnnuu'pgq M
,. �� CARo ° CML- PARAMOUNM ENGINEERI INC. and Facilities
II p AMOU E ��ss;o %-
r Ay` NT zayilj9�•,� _ STRUCTURAL' AppwW + �° °^ °�"'�'"" Management
SEAL MEP W�MINGTON, NOall-I CAROLINA c to
S E N C3 1 N E E F2 1 N G , 1 N c. ___ : 36235
Q`•' �` Dais 7:17::11
4) PER 000 p� d
o fthkirw Dais
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1 I 2 3 I 4 I 5 I 6 I 7 8 9
0
2 NEW HANOVER MACH LINE
pA� COUNTYAIRPORT
PRING RD ryAGE D
O� \
v(2)DOCKAREAS �� . `�� \ PIN: R04100-007-003-000
ARLINGrO
�. R NDR nlNr Flo No. USA DEPT.00 ZONED AICULTURE
FLIGH
YORhOWNO H A. ; exlsnNG WETLANDS i 4
R Ok Q' wf 20'X 20'CANOPY
ty ' / \ HATCHED AREA
Q- DENOTES HEAVY DUTY
F RESTLN g- �` ;' -•"z+ 'xyx .'7. „ PAVEMENT SECTION
17
looJaka` fl v,
o �
r
No.
N 4i N
o y y HEWLETT D K I \
II NEW HANOVER Coo" _ O
y COUNTY AIRPORT
e
Z / A
c RD m
AIRPORT BLVD
L
1� 1
t / i
NEW HANOVER SF'PVICE
a„ COUNTYAIRPORT W p J
o m �,
3 (0
.. cy O
y as
II AMBULANCE ' W
PROPOSED ' �
U o / STORM WATER Res. a
w MANAGEMENT Rat' w
VICINITY MAP
o SCALE: 1"=1000' j; J
CURRENT ZONING: Al -AIRPORT INDUSTRIAL / SMOKING vA C LINK BUILDING I 18 Ira' 3 �
za' I za--{ iv) K �— —� L'— —� B
o WILMINGTON VA OUTPATIENT CLINIC SHELTER
I
NHC PARCEL#: R04200-001-025-000 (1 STORY SMO
I '
C
o TOTAL LOT SIZE: 856,716 SF(19.67 AC) �_ i j
iPROPOSED 2' "
N ' CURB&GU R
SETBACKS REQUIRED PROVIDED �' � __ �'�— (SEE DETAIL)
�-..�.
BUILDING SETBACKS: � �
��._ J ,
MIN. ROW SETBACK 100' 280' -� -�
-
MIN. REAR SETBACK 25' 90 �.
J ] N
MIN. SIDE SETBACK 15' 90' 00000 00000
�85,L I 1PROPOSED
00000 t ' STRIPING(TYP.)
MAXIMUM HEIGHT 35'
(SEE DETAIL)
o
° IMPERVIOUS INFORMATION00000
0 o PROPOSED BUILDING AREA(INCL.ALL CANOPIES) 100,695 SF
PROPOSED ASPHALT 237,565 SF
cII PROPOSED SIDEWALK 24,194 SF WOMEN'S CLINIC PARKI NG
TOTAL AREA 362,454 SF(42% IMPERVIOUS) LANDSCAPING INFORMATION LOT_ i 21 SPACES x
a� 8%OF OVERALL PARKING LOT AREA MUST BE LANDSCAPING I / W
o PARKING REQUIREMENT REQUIRED: 8%OF 236,650= 18,932 SF PIN: R04100-007-001-001
REQUIRED: 400 SPACES(PER VA HOSPITAL REQUEST) PROVIDED: 27,968 SF NATIONAL ENERGY RESOURCES, INC. Z
PROVIDED: 401 SPACES ZONED: Al I A
365 REGULAR SPACES BUFFERING REQUIREMENTS DB 1458 PG 763 I PATIO:
1 /
36 HANDICAP SPACES (6 VAN ACCESSIBLE, 30 TYPICAL) PRIMARY STREETYARD: AIRPORT BLVD. (TRACT 1) RIOR W
INI G COURT y
REQUIRED: 25'(LENGTH OF FRONTAGE-DRIVEWAY)=25* (623-0)= 15,575 SF I I w PROPOSED O
N 232 TOTAL VISITOR SPACES(203 STANDARD,25 TYPICAL HANDICAP, 4 VAN ACCESSIBLE) PROVIDED: 15,775 SF CONCRETE SIDEWALK
(SEE DETAIL) c
m 21 TOTAL WOMEN'S CLINIC SPACES(18 STANDARD, 3 TYPICAL HANDICAP)
148 TOTAL EMPLOYEE SPACES(144 STANDARD, 2 TYPICAL HANDICAP, 2 VAN ACCESSIBLE
0 ) SECONDARY STREETYARD: GARDNER DRIVE I '
II REQUIRED: 12.5- (LENGTH OF FRONTAGE-DRIVEWAY)= 12.5 * (721-75)=8,075 SF ; - -- -"- ,- y;A
o PROVIDED: 12,865 SF
. .
O I 25'STANDOFF LINE el
�. I HANDICAP PARKING LOT v
4 VAN&25 CAR SPACES a PROPOSED
L Coo
\ � ENTRANCE SIGN
PIN: R04200-001-025-00
v NEW HANOVER COUNTY �`
\ ZONED: Al
\ DB 5403 PG 2816 =
D
STOP BAR(TYPJ
o HATCHED AREA -
` • DENOTES HEAVY DUTY
/ \ I PAVEMENT SECTIONLU
55
k �
4) zo 000w i TT V w
� \ I --+ss'I-- � PIN: R04200-001-025-000
NEW HANOVER COUNTY
24' 24 2N n DB 5400E PG 2816
PROPOSED v v ��'� PROP a cui�R
STORM WATER (SEE DETAIL) �
w % 4 MANAGEMENT
MENT \ \ I N VISITOR PARKING LOT e
\ 200 SPACES
o
i
X. E
' HATCHED AREA `
14 1+ 1 +
u / j DENOTES HEAVY DUTY ( 2N
CONCRETE DUMPSTER PAD PAVEMENT SECTION
,t W/SCREEN WALL&GATE �
•� of" j/^� / / I a 00' ROWi � i�
.r yam'
j EXISTING / / / ,, ( . ... _ .> x / . •.�
ETrDSj PROPOSED STRIPING(1YPJ , �
(SEE DETAIL) •j'�.�( /,` '` �� �X00 No.
/0 7
< 7/
LEGEND SEE ABOVE /\ xx ��\ \; �.;....
EXISTING PROPERTY LINE
c ® =EXISTING WETLANDS F
GRAPHIC SCALE \
0 20 ao eo 120 o =PROPOSED BUILDING FOOTPRINT TO: AIRPORT TERMINI� � /,/
o. SCALE:1"=40'
Q o =PROPOSED CONCRETE SIDEWALK > AIRPORT BLVD.
TO: 23RD STREET
c --a— (R/W VARIES) FP
0
�`? = PROPOSED HEAVY DUTY ASPHALT
© =PARKING SPACE.COUNT
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
to CONSULTANT °ra � is '� " °T � Office of
�N.,CAP'%,, PROJECT ARCHITECT- SUMMIT SMITH ARCHITECTS � � �A� � el�a�r Construction
''�Q :F�ss�o iy`
II =2, � ,�9< CML� PARAMOUNTE ENGINEERIN INC.
00 pA.RAOtJT S62 5 ,: = STRUCTURAL: A,W� and Facilities
°rs " °� 9
-C e N G 1 N E e F2 i N Ca , 1 N C. -� '�N E�&• eS MEP-• pK TM CgRpUl lq Management
•E
D� Coed D
C-2
0 o Rs�liei011s pets 06/31/11 TGO TQC D d
VA FORM 08-6231

LEGEND: MATCH LINE
SEE BELO PG=z
_ ;
6.ao � P'", ry``""` ` / \
199 RIP RAPEXISTING CONTOUR / / / ti5 iryh ' js APRON#2 -2'- �' \\ -2 =26.40
% I % PG=27.4 N 1 PG-27.45 •\. �2'\.. - ✓ i' /� '
199 PROPOSED CONTOUR / / ` / \ PG=z6so YI-27 - PG=26.95 f p
+ / ' / d� 25 2 G=27.05 N;,- \ i G=27.65 � �
EG=27.90�� EXISTING SPOT ELEVATIO / \ POND#1 OUTLET /' / PG=27.05 PGA,` PG-27.35 ( tie i
n / STRUCTURE ` rsn, / ,�' / - _25-'' i [- YI-28
-'� �( ` W W W W G=27A W -r�L ---� O PG=26.30 --2g_,`
(SEE DETAIL) _ /� h) :. 111 ' i '.
PG=26.90-� PROPOSED SPOT ELEVATION (TOP OF PAVEMENT) PG=2z2 i I PG=28.95 / ry%
PG- �
7. 6/ I `� -
S -2 SED S A N r. / ' / 7 �y, PG=26.82 ( I _ %_ �_-� / ✓ /
/ s.
' li i PG=27.55 '-.•'• /
G= 8.20 PG=28.20 P =28.2 -
YI'26 - �•21$ TC=25.90--� PROPOSED 70P OF CURB ELEVATION / �/ S VEGETATIVE / / "�� / / -- -
� SHELF(TYP.) &F .��� ,� � � � \ ^r/A 28 �•; I `/ \' •� \ PG=27.47
[SEE DETAIL] % i PG= 6.$ _ w 28 I -
C INLET PROTECTION I �� C =2 60 i PG=27.
o wF> T1 a ( PG=27.35_
NOTATION: / ' �\ P - \N I ✓ PG= 727 ?� A
L w 26 = 6.4t}•• EG=27:95 ! /
w % ' a ;,- ,%-1 PG=27.65 / PG= 6.93 \ �. ,
O - -PG-z DI-4 = � � PG-27.55Y} � t
DI _ DROP INLET . ``.\ / N 2 �. `. 25^pG_ O: 2 1 I 26 PG=27.80 \\ P =27 = 7 .70 PG-27.10 / qh
YI - YARD INLET ' G_ 2 PG=2 .1 % > PG=26.00ON
CI = CURB INLET PG=
MH = STORM DRAIN MANHOLE , ry w �_
`�\ 91' 1 `�� �./.
FFE = FINISHED FLOOR ELEVATION ^y 233' ; ' S.i PG=26.95 ! DA#2
o PG=2 .64T ' S. CO CT R S AL C NN C PG= 6.30 1; PG=26.96 5.60Ac.
-2s- i YI30 PG-27. 1 �
GRADING & DRAINAGE NOTES: / ' % PG .95 ROOF DRAINAGE TO STORMMH O ! ry
O ` % + ------ =27.16 PG=27.14
1. THE CONTRACTOR SHALL PLACE INLET PROTECTION AROUND ALL STORM DRAIN INLETS TO I (SEE PLUMBING PLANS) �J
- / �G-26 PG-27.30
C PROTECT THE SYSTEM FROM COLLECTING SEDIMENTATION DURING CONSTRUCTION. INLET /// , \ ` ryro \ ! N \ �_2 d N PG- 7 ti I g0
PROTECTION SHALL REMAIN IN PLACE UNTIL THE PARKING LOT IS PAVED. PG= 7 - G=2a.o3
11 / ro
2. ALL PROPOSED SPOT ELEVATIONS SHOWN IN THE PARKING LOT ARE PROPOSED EDGE OF / POND #1 ` ♦ PG ,1 g 5 N PG 2698
O PAVEMENT ELEVATIONS. / 90' r� N � �•-•� 28 N =2 : o PG--2630
PG-26. DI-33 pG= ,7�
=2rG 7.85 PG-27.55 I R MH-31
zs II 1I
s 3. ALL ROOF DRAINS SHALL BE DIRECTED INTO THE STORM SEWER SYSTEM. 25 , 11 ) z7so /I PG=2 20 PG=26.30
I I v
d _ 4. ALL SIDEWALK CROSS SLOPES HAVE BEEN GRADED TO MEET ADA REGULATIONS. / �, - 27
`O CONTRACTOR SHALL CONFIRM GRADES BEFORE PLACING PAVEMENT OR SIDEWALKS. / 108 t sPG=26.30 g I--, y PG=28.60
3 5. THE CONTRACTOR SHALL USE EITHER RCP(CL. 111)OR HDPE PIPE FOR THE STORM DRAINAGE ��
G--2(.25 G=27. '1, I ry/ '
SYSTEM. IF THE CONTRACTOR CHOOSES TO USE HDPE PIPE, IT SHALL BE ADS N-12 HP ` / PG=27.2 I /// B
C STORM PIPE OR APPROVED EQUAL AND SHALL BE INSTALLED TO MANUFACTURER �/
SPECIFICATIONS. IN ADDITION,THE CONTRACTOR SHALL BE SURE TO PROVIDE CONCRETE ` t6 PG=zi.1 PG=2 0 PG=27.70 2 8U P - .25 I
Y.r
N COLLARS AROUND EACH F.E.S. TO PREVENT FLOATATION IF HDPE PIPE IS CHOSEN. - ` ` - �` z PG 2 s _ YI 7 W-T Vol =z6.75w ryy / I N i
PG- 30 PG�=27.00"-W PG=27.
I2T 4 ?\ PG=26.9 aftG= .65 =27.25
ro PG=27.2
1 �'�►�, 26 � ` RIP RAP -•\. \ PG=2 .50 �G-27.4 a / / - /
_ \ APRON#1 \ ,/ 1 PG=2 .7 P = 6.90�,, �- •� D�6
-. 25 PG=26.
PG=26.85 21 / i , G= � N
loft
PG=26.30 ry/ � PG=27.'�0 = 6.30 I P - .75
-� _
o �- - ' / I P -27.5 PG= 7.85 PG=27. PG=26.90
p O =
P =26.90 PG=28.00
t ' I PG=27 PG=27.00 PG-27.55 y 27.60 G=27.16 P .40
O FI - + I I 5 SS SS gggg SS -SS'-- � S I,_ \ °N''
` I G=26.4 1` DA 1 PG=27.40 PG=27.55 "'
c I l PG=27.15 PG=27.75 ti W I I I I 0 26.15
i D1_6 i I j N 8.73 Ac. =27.5 0=27.65 4 ryh N I I I ,J 4 I
/ f-1
,
/ N ff 3I I �" C
_ ON TO S LCO NECT 1 , ti/ II aj
5 ROOF DRAINAGE TO STORM MH 2 PG= .00 YI-15
0 N (SEE PLUMBING PLANS
c 28
O PG=2s. I I ' 28 - H-10 /h / �P --26.87
v ;25_.-. t f !( -26.95
1 I �s �'/ PG--26.35
26.00 �1 -- -
YN7 PG 26:00 =28.55 N N
PG= 7.35 N �w ��� / A• m 1 , I
rr i0 DI-6 g i NV- W �' \ YI - -1+�/% i / / r/•f / - (PG=26. 13 ! EG=24.60
PG=26.
PG=26.10
27 C-6 G=26.20 \ -27.57 PG= 7.4pmy' ryh �75
/ % PG=27.2 co co
P -26. 5 \\ \ PG=26C=27.8 - ,� i PG= G=26.80 / P
_
Nit '8� PG 27.70
�\ PG=16. 0 PG=26.60 `\\ �; •,� / ' / .� CI-17 \�\ 26 2T i P '. 4.40 I II
N
G'27.20
IIII�I m \\ PG=26.80 N PG=27.40 PG=26. /
21 L/ /� I-1�' / PG=2 . r PG=27.01 ?> G- .1 I I�
N \ I PG 27.54 PG=27.62 -27.14 ' P - 6.97 I` I a .
' '.' PG=27.30
\, PG=27.53 - -- N
« !. G=26.00 \ - - / PG=2 .63 PO=28.07 I PG=27.55 ` / PG=26 37 / PG=27 97 PG=27.43 Y PG=27.11 - PG-2g•75
w - fI)II ' ~�\�. A cn�� PG-27.50 =27.14 PG=2g.so • \
PG=27.60 PG=27.64 N /% PG=27.50a
PG=27. o r I-1L =27.55. .2`t"` 2 ac�e.le I
PG=27.21 1 ! f((
.; O 32 L 18"RC .
p GRAPHIC SCALE j I ' 27 , / I =2 .10 �/ /� - 7.36 PG=27. / � t_ -- -25 �. I(CL.III)Q 0.30%. P � I I I N
s 0 20 40 80 120 I I PG�27.15 \ PG--27. \ / ! , ry PG=26.10/ Z5 26 2T `� ,INV.0 - 4.40
j INV.D N--24.00 1
SCALE:1"=40' I j PG=27.00 a \ III ti I / ' // - ` •�. I , ' I , •1.-- -____"�
I PG 26.45 I P = 6.7 I ` - PGA-27.43 PG=27.85 lb Gi PG= ,gg PG=26.45 j/ry�RGyt . 2 f
- t 11 CI 19
`� / � \ \ I �. I I PG=2� PG--27 PG=2675 DI-18 . / d =26 I �. I 7 11
-
O PG=26.50 DI-20 PG=26.55I / PG=27.10 PG--26.91 2 ----�- 1`
/ \\� 1 I Lv I PG=26.00 - PG=27.10 `�% 20 .y0PG`=26.75 PG=`26.00� , PG= PG-28.83 -
�� -25,- G=26__ - �� P�= �40 rye--. PG=26.92
PG=2&82 / �'" i / i i2 PG=27.60
/ �, `'�.• I .. ` ..?8 -^-26 26_,. Pc 27.5a �
_ ✓ 'I} 9 j rn N
=28.74 PG- 8 \ 20 PG=27.42 PG=2747 -26.99 =27.15 1� '�� y \ �1 I EG=23.00
=27.17 � � I - 9 '"-22„I N
.. s - /� \ 10'VEGETATIVE ( \' '� ( \. G- ?1 1 'L1
O + �� i \ ' PG_=27. T �\�\ -27.8 / / ?� �,� /
O / 1 / SHELF(TYP.) �AI�I \ G=2 .15 G=27.7 PG=27.30 - .75 `\
- " [SEE DETAIL] \ \�'�. \� •25- _ 4 -24-G .40' 24 25 = g
o ` \`•2S ICI I \ ~� PG=2 PG= .90 PG= .15 �f'=2 .7 PG= • . � PG=27.35 26.90 2 _PG=27:75 N .-. -� �S --- SS I� ` ` I �,
(I _ _
II \ �I. \\ \ -27.15 PG=28.82 P =27. \\PG=27.36 j /! / 0-:2 �2L17_--._ ,/ --� = - 'P �27 4 - \20
•c M _25V I \._.-?s \ I ?8 1 =27.54 \ Y
22
-26- ,t1 ,�\ PG=26.74 ! / PG=27.42 / �' , PG= .99 _ l PG= 7.34 I - ._•22....,,, �\•\��\ ,�' O��
PG=26,50 DI-21 2� _ // ( PG=27.20 s\ 21 eD122 PG=26.00 PG=26.00 PG=2g.55 G 27.10 ! ,/ ? =26.75 ,\ PG=27.15
al / �25-�_ _.•�5_-' _-' - ?p. \ �2 PG=26:22 PG--n.67 _ \ PG=27:11 PG=28.23 PG=26.42
O r\ \ ' 78 / \ / -- \ _�`\ ' �«--- _... \27.0 PG=26. J� _ 26
, D#2 OUTLET• / / \ PG=27.00 PG=26.46 I / 6. AG-27.35 �� PG=27.0_9 PG-2-$.
.. STRUCTURES r ND 2 8 `G=2 .5 261
-�•� 72' �-.. PG=26.59 ?� PG=26.46 PG=27.95I
(SEE DETAIL) ( /- '\•` , N
r 28
26 .20 6 PG=26.90 / / i / �\\` 6...\ \ ',;•_- 25 1 _ ` I ,~IS,
1 1pl`t 1 /
00
\ 1 \ 27
c01 I 25- ;�'•"� `, yrAn`uuurrrrri, '4 \-.�. �-..-j R
G=26.40 �i26__ --- ,-.� � / .//'
RIP RAP`1"--� 26-� � 5. / �` '� a ' �
APRON#4 �` /� ( /" �� �E S7 �'`�'c-� \ 2 �_
RIPRAP
' .��APRON#3 i �Y PG--27. 6 2>
Q -/ /' j / / �/ �`\ ( ��• ,.�` � �..� �� \\'�. PG=27.10 J = N Val - _ r M �-27 -- __ .--•.` 1 26 -5 .N ._.�_S[t`-2
�'' 27 •.
O , j \ S..V� ..` PG=2 zT '� l ' \ �ii--_- -�__2s__ .` ''';yG• CUNT`-',...,,°`�� AIRPORT BM) •.._--
26' nruC OM1 %
W vtES
6 I h
� 2 �'ry1� -- \ z5 ATG�Fft1 E PG=z7. �.� 4� I f �i�I �; _'-' -zT---_-- �� )
SEE ABOVE
FINAL DESIGN NOT RELEASED FOR CONSTRUCTION
CONSULTANTS ARCHIT MENGINEERS� °ram"°�'' �'° �'°'°�"""a°'
Office of
0
PROJECT ARCHITECTS SUMMIT SMITH ARCHITECTS PLAN OUTPATIENT CIJNIC � el�aro ,,,�,. Construction
11 CMU PARAMOUNTE ENGINEERI INC. 5w$iivw and Facilities
°° DA.RAMOUNTE STRUCTURAL: ^ DM*V Management
WILMINGTON, NORTH CAROUNA
MEP' _ C-ao
L
A BA8®ON NCDBA( OI�I�ITS 9/15/11 00/3" TQC 1C#C d V�
C o ROYiAlg1l� Deb
VA FORM 08-6231
2 ( 3 4 5 6 7 8 I 9

1 I 2 I 3 I 4 I 5 6 I 7 8 9
1l2"R 18"
118" 112"R 18" 6"
1/8" �-•— VARIES 12" 12" 6" 3„R 1/8"R
RAID. I I 6 —0 — FLUSH W/ 6 —0" 3"R U8"R o
° 4 1;, ASPHALT RESERVED
a
4" PARKING >1" R7$a � �! N � °
a ACCESSIBLE ,2 s" ° e °° 7"
�.. ° 444, 4 ° ° - e 6" (O 4 4
°o , ZSLOPE ° SLOPE 4 ° z" °
"' co 1/2" JOINT " =� ° d' 18" RESERVED 5X?fie .4u r!{ s.•.,,t,*7 ^.� a y '!Y J� G,i Sdti�� �'� .�„
1/8 RADIUS, TYP. t' TAGGREGATEBASE r t 6"AGGREGATE BASE
0 SEALER DUMMY GROOVE 4d 4 ° PARKING L>�k a`; ,. r, r .i w 1 yK 15t nt°F Yk ;
4 , 5....,, , COURSEUNDERCURB. s y 4.��w.AOURSEUNDERCURB.
II d 4 a .4 ° 4 6" 24' ���LLLLLL 6" G� ...,.. 24" _
0 EXPANSION JOINT CONTRACTION JOINT ° 4
--- A
TMUTCD 24" CURB AND GUTTER
VARIES- SEE PLAN 3000 PSI 18" 12"x18" (REVERSE SLOPE 24" CURB AND GUTTER
� 1/4" PER FT. CONCRETE o 6" NOT TO SCALE NOT TO SCALE
HANDICAP RAMP
d MAXIMUM GENERAL NOTES:
SECTION VIEW PENALTY 9" 2" CONTRACTION JOINTS SHALL BE SPACED AT MAX. 10' INTERVALS, EXCEPT THAT A 15
FOOT SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN SATISFACTORY
6"4ASPHALT 5' 7 $ 250 MAXIMUM 7$D SUPPORT FOR THE FACE FORM CAN BE OBTAINED WITHOUT THE USE OF TEMPLATES
I SIDEWALK �I PENALTY 9" AT 10 FOOT INTERVALS.JOINT SPACING MAY BE ALTERED BY THE ENGINEER TO
PAVEMENT 1z"Xs•
0 4" ' n. .� O ,� 25O PREVENT UNCONTROLLED CRACKING. CONTRACTION JOINTS MAY BE INSTALLED BY
THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED METHODS. WHERE SUCH
II — JOINTS ARE NOT FORMED BY TEMPLATES,A MINIMUM DEPTH OF 1-1/2"SHALL BE
\\ 12:1 MAX.
9" PAVEMENT
OBTAINED.ALL CONTRACTION JOINTS EXCEPT IN 8"X 6" MEDIAN CURB SHALL BE
° 45' o PAVEMENTIGRASS 107
AND ADFILLED J/ACENITH OTINT TO ALL RIGID OBJECTS.
JOINTS SHALL BE SPACED AT 90' INTERVALS
SECTION A-A
w 3„
x. o
s
C : A�
0 t0 10:1
-0
1/2" EXPANSION JOINT- MAX. 50'O.C.
0 8 BETWEEN STRUCTURES NOTES: B
N 5' 5' 1. METAL POST AND ALL HARDWARE SHALL BE GALVANIZED STEEL,ASTMA307-90.
0 2. POST HOLES SHALL BE FILLED WITH GRANULAR BACKFILL IN 3 INCH TO 4-INCH LIFTS.
r� THOROUGHLY HAND TAMP EACH LIFT AND CROWN BACKFILL AT TOP TO SHED WATER.
a \ 3. CONCRETE FOR FOOTING SHALL BE PORTLAND CEMENT AND HAVE A MINIMUM
1T� COMPRESSIVE STRENGTH OF 3000 PSI.
4. SIGNS SHALL BE CONSTRUCTED OF ALUMINUM,TYPE 6061-T6 AND IN CONFORMANCE
WITH ASTM STD B-209.THICKNESS SHALL BE 0.80 INCHES. 2"SF9.5A SURFACE
5. TOP EDGE TREATMENT FILM SHALL BE 3"WIDE, CLEAR AND TRANSPARENT WITH A °D COURSE
GROOVED CONTRACTION SUB-RESISTANT PRESSURE SENSITIVE NON-YELLOWING ADHESIVE,"SKOTCHCAV 6" NCDOT CRUSHED STONE AGGREGATE
JOINT TRANSPARENT FILE#639 OR APPROVED EQUAL. BASE COURSE 100% ASTM D698
PLAN VIEW WHEELCHAIR RAMP (DROP CURB) 6 BREFLECTIVE Y 3M FACING MATERIAL$HALL
APPROVEDQUABE SCOTCHLITE HIGH INTENSITY, MANUFACTURED
NOT TO SCALE 7. SIGN LETTERING SHALL BE NPS MODIFIED CLARENDON TYPEFACE.UPPERCASE LETTERS COMPACTED SUBGRADE
8 SIDEWALK DETAIL SHALL BE 3.75"HEIGHT AND LOWERCASE LETTERS SHALL BE 2.5"HEIGHT WITH 3.75" 100% P TM D698 TO
SPACING BETWEEN LINES. 12 DEPTH
0 o NOT TO SCALE 8. CORNER RADIUS OF SIGNS SHALL BE 2.5" PAVEMENT SECTION
ARROWS SHALL BE 5.625"LONG BY 3.75"HIGH.
11 NOT TO SCALE
- - 9. MOUNT ON BUILDING OR METAL POST AS DIRECTED.
c
HANDICAP SIGN DETAIL ASPHALT 4,000PSICONCRETE
0 NOT TO SCALE
" CONCRETE C
12"a .
°
g a , \�\\�\\x 6" 6 / \ i
10 SKIP LINES \ /�
o YELLOW OR WHITE //\�/ / /\�\ 95%STANDARD PROCTOR
LEFT COMBINATION STRAIGHT AND \ COMPACTED
,I LEFT OR RIGHT TURN ARROW
GORE LINE
s ®� ® ASPHALT TO CONCRETE PAVEMENT TRANSITION
y RIGHT OR LEFT I NOT TO SCALE
STRAIGHT ARROW TURN ARROW WHITE
20. DIAGONAL LINE 40'�
a,• � N EDGE LINE � �� 2' MINI-SKIP LINES
YELLOW OR WHITE YELLOW OR WHITE
~ N 3 r YELLOW OR WHITE s 2' a XPANSION JOINT (8'-10' O.C.)
" CROSSWALK LINE m ®� ® IN. 1" DEPTH
FA
,,. ,. R " m TURN LANE LINE 13 s J 4000 P.S.I. CONCRETE
R WHITE 15 . : f r;.- ;, .. `
T , ..:�.-. ... . ,' : 6" X 6" W2.0 X W2.0 W.W.F.
a WHITE _T STOP OR TRANSVERSE BAR au MIN. 2" DEPTH
*NOTE: WHERE TWO WIDTHS ARE INDICATED, THE FIRST O
6" C.A.B.C.
o I J
WIDTH APPLIES FOR A 'NORMAL' WIDTH LINE THE SECOND
N , ��11 a' 4'
CENTER LINE WIDTHFDESIGNAI�IN THE PLANS, LINES WHEN
c DIRECED BY THE ENGINEER /\//\//\//\//\//\//\//\//\//\/\i COMPACTED SUUUKADE
o WHITE (95% STANDARD PROCTOR)
t COMBINATION LEFT AND YELLOW
c STRAIGHT AND RIGHT TURN ARROW PAVEMENT MARKINGS REINFORCED CONCRETE DETAIL
_ LINE TYPES NOT TO SCALE
a0
t NOT TO SCALE
C
c
0
COMBINATION LEFT
AND RIGHT TURN ARROW — 3"SF9.5A SURFACE
CD COURSE
g0 8" NCDOT CRUSHED STONE AGGREGATE
BASE COURSE 100% ASTM D698
COMPACTED SUBGRADE * E
d
c 100% ASTM D698 TO
0 12" DEPTH
II
HEAVY DUTY PAVEMENT SECTION
NOT TO SCALE
m
r GENERAL NOTES
o+ -ALL PAVEMENT MARKING SYMBOLS SHALL BE WHITE IN COLOR
5 -PAVEMENT MARKING SYMBOLS SHALL NOT BE LOCATED AS TO
O ENCROACH INTO INTERSECTION AREAS.
r -ON PORTLAND CEMENT CONCRETE PAVEMENTS,PAVEMENT MARKING
_ •. SYMBOLS SHALL NOT BE PLACED ACROSS TRANSVERSE EXPANSION
JOINTS UNLESS APPROVED BY THE ENGINEER.
PAVEMENT MARKINGS
ARROW SYMBOLS
00 NOT TO SCALE
0
0
w
d
c
0
II It F
s
U
G
N
0
O
7
!1'
O
c
0
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
dw
to CONSULTANTS ARCHITECT/ENGINEERS °rar"`"°�° �° "` Office of
"' PROJECT ARCHITECT' SUMMIT SMITH ARCHITECTS DETAILS OUTPATIENT (�C eu>I�o per Construction
° N CA/?
o�` FEss�o°��2= CML: PARAMOUNTE ENGINEERING INC. and Facilities
II _.: 7 '
D A RAMOUNTE STRUCTURAL: D
Management
_ : 036235 _ nt GTCN NQ9l H C/if7V JNA
E N O 1 N E E R 1 N G , 1 N C. �i . MEP' �40
HE
Dols Checked Drawn
,,,,,,,,,,,,,,,,,,, 06/30 TOC TtiC
c o jDab d
0
VA FORM 08-6231

NOTE: POND#1 OUTFALL
1. FOR MAINTENANCE EFFORTS OR IN CASE OF EMERGENCY,
STORMWATER STORED BELOW PERMANENT POOL SHALL BE Line ID Length Size. Material Sloe Inv. Down Inv. Up Rim Down Rim U
PUMPED.
2. ALL STORMWATER(INCLUDING ROOF DRAINAGE)MUST BE (ft) (m % ft ft ft ft
CONVEYED TO THE STORMWATER BMP. DI-2TOFES-1 146 48 **HPDE RCP CL. III 0.50 16.00 16.73 16.00 26.00
3. CONTRACTOR SHALL PROVIDE ANTI-FLOTATION COLLARS AS
REQ'D. YI-3 TO DI-2 25 15 **HPDE RCP CL. III 0.80 20.00 20.20 26.00 26.30
D14 TO YI-3 117 15 **HPDE RCP CL. III 0.80 20.20 21.14 26.30 26.00
GALVANIZED BAR GRATING C x 1/8" BEARING BARS. DI-5 TO DI-2 141 48 **HPDE RCP CL. III 0.50 16.73 17.44 26.00 26.00
FASTEN WITH J-CLIPS,ATTACH TO A 1 1/4"x 1 1/4"x 1/4"
GALVANIZED ANGLE FRAME. MORTOR FRAME TO TOP OF DI-6 TO DI-5 134 48 **HPDE RCP CL. III 0.50 17.44 18.11 26.00 26.00
RECT.WEIR(3 SIDES OF BOX) OUTLET STRUCTURE O-V MIN YI-7 TO DI-6 54 24 **HPDE RCP CL. III 1.20 18.15 18.80 26.00 26.00
LENGTH =4' (12'TOTAL) D-3T MAXCI-8 TO YI-7 67 24 **
EL. 25.00 Fw YI-9 TO CI-8 67 24 **HPDE RCP CL. III 1.19 18.80 19.60 26.00 26.52
.- /��� HPDE RCP CL. III 1.20 19.60 21.03 26.52 26.90
o is Cuss N Cuss MH-10 TO YI-9 52 18 **HPDE RCP CL. III 1.19 21.03 21.65 26.90 27.80
TOP OF RISER=25.30 I OR II I OR I,
0 MATERIAL BAC FILL YI-11 TO DI-6 85 48 **HPDE RCP CL. III 0.51 18.11 18.54 26.00 2&00
0 3"SCH.40 PVC / OUTLET PIPE CI-11A TO YI-11 146 36 **HPDE RCP CL. III 0.50 18.54 19.27 26.00 27.00
11 DRAWDOWN ORIFICE / 50 LF OF(2)24"RCP(CL.III) CI-12 TO YI-11A 171 36 **
/ (2)24"CULVERT o � HPDE RCP CL. III 0.50 19.27 20.13 27.00 26.02
INV. UP=24.00 ix CI-13 TO CI-12 55 18 ** A
0 G+-4'-�� I / INV. DOWN �4 �2 Di4 �TZ,,, Dro HPDE RCPCL. III 0.51 20.13 20.41 26.02 26.02
t NORMAL POOL EL. =24.00 v 4 *=aid Cuss I v * r
IF _. °. DI-14 TO CI-13 44 18
SLOPE=0.0% C"" ia . r 1•MN. BEDDING # tz . , , 4•M"L HPDE RCPCL. III 0.50 20.41 20.63 26.02 26.00
111.
DI-20 TO YI-11 72 24 **HPDE RCP CL. III 0.50 18.54 18.90 26.00 26.00
0I-18 TO CI-12 51 18 **HPDE RCP CL. III 0.51 20.13 20.39 26.02 26.00
r 6"/ I EL.24.00 EL. 27.00 DI-21 TO DI-20 120 24 **HPDE RCP CL. III 0.50 18.90 19.50 26.00 26.00
1 TxT REINFORCED CLASS "A" CLASS "B" CI-19 TO DI-18 145 15 **HPDE RCP CL. III 0.50 20.39 21.12 26.00 26.02
i CONCRETE BOX DI-22 TO DI-21 281 18 **HPDE RCP CL. III 0.50 19.50 20.91 26.00 26.00
(6'x6'GRATE OPENING) EL.23.50 (TOP OF RIP-RAP) EL. 26.10(TOP OF RIP-RAP) *YI-15 TO DI-14 74 15 **HPDE RCP CL. III 0.50 20.63 21.00 26.00 26.30
J HPDE RCP CL. III 0.50 21.00 21.54 26.30 26.00
o •v 1+-6" *YI-16 TO "YI 15 109 15 **HPDE RCP CL. III 0.50 20.63 21.45 26.00 26.02
6"EXTENDED
K, BASE FILTER FABRIC FILTER FABRIC CI-17 TO DI-14 164 18 **
y�ae� 8.X 8,_� 6"THICK CLASS W RIP-RAP 6"THICK CLASS W RIP-RAP
y\o�/ Ls K i Lnoa n DENOTES THAT STRUCTURES FORDTHESE OWH BASIN TRAFFIC AREAES OR APPROVED EQUAL STORM S. AL STORM DRAIN STRUCTURES SHASTRUCTURES
BE RATED FOR H 20 C USED
LASS C LOADINGS.
REINFORCEDCONCRETE
II °j1 BACKF7LL BACKFlLL
POND #1 OUTLET STRUCTURE SECTION FOREBAY PROTECTION DETAIL: POND #1 EMERGENCY SPILLWAY DETAIL: POND #1 - - - - - - - - -
c NOT TO SCALE NOT TO SCALE NOT TO SCALE o o "ALL HDPE PIPE SHALL BE ADS N-12 HP STORM PIPE OR APPROVED EQUAL AND SHALL BE INSTALLED TO MANUFACTURER SPECIFICATIONS.
w
L OVERFLOW)TRUCTURE TOP OF DAM EL.=27.00 Cues °�6
SEE DETAIL IORII
- - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - _ - 100YR.EL.=26.41 - - - - - eEoolNo *N. • POND #20UTFALL
O O _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ TOP EL.FOREBAY _ _ _ _ _ _ _ 50 YR.E.=26.31 _ - - - - - - - - - - - - -.. _ .._._.- .. -- __ ._. _.,__ _... _... _ _..._... ____._......__..._-i _._...__.... _ _._. ._-._...._._ _ __._.._. ..__ _
- - - - - I i
- - - 25YR.EL.=26.01 - - - - - " „ „ Line ID Length Size Material Sloe Inv. Down Inv. U Rim Down Rim U
. 3 c - - - - - - - - - - - - - - - - - - - - - - - - - - 10 YR.EL.=25.83 - - - - - - - CLASS C CLASS D ft in % ft ft ft ft B
- - - - - - - - - - - - - - - - - - 1YR_EL.=25.25 - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ CI -24 132 36 **
O 1.5"RUNOFF STORAGE EL.=24.88 _ HPDE RCP CL. III 0.50 17.00 17.66 26.00 26.32
- - - - - - - - - - - - -
_ _ _ _ _ _ -PERMANENT POOL 4.00 _ _ _ - _ _ _ BEDDING DETAILS CI-25 TO CI-24 98 15 **HPDE RCP CL. TII 0.76 18.50 19.24 26.32 26.32
C-4 3 0 --- - a 3 NOT TO SCALE *YI-26 TO CI-25 72 15 **HPDE RCP CL. III 0.75 19.24 19.78 26.32 27.55
1 Q FOREBAY MAIN POND o 1� *YI-27 TO *YI-26 101 15 **HPDE RCP CL. III 0.75 19.78 20.54 27.55 26.50
BOTTOM E.FOREBAY=15.o0 ;o 10, YI-28 TO CI-24 120 36 **HPDE RCP CL. III 0.50 17.66 18.26 26.32 26.30
POND BOTTOM E.=15.00 VEG SHELF CI-29 TO YI-28 68 15 **HPDE RCP CL. III 0.50 21.50 21.84 26.30 26.32
FOREBAY IS DIVIDED FROM THE SEDIMENT STORAGE E.=16.00 +1'OF POND DEPTH IS FOR 10:1 SLOPE TYP. YI-30 TO YI-28 141 36 *
AROUND POND HPDE RCP CL. III 0.50 18.26 18.87 26.30 26.30
- MAIN POND BY EARTHEN BERM SEDIMENT ACCUMILATION MH-31TOYI-30 28 36 **HPDE RCP CL. III 0.50 18.97 19.11 26.30 27.08
POND #1 FOREBAY AND STORAGE POND SECTION PER DWQPOLICY DI-32 TO MH-31 81 24 **HPDE RCP CL. is 0.51 19.11 19.52 27.08 26.30
NOT TO SCALE DI-33TO DI32 120 15 **HPDE RCP CL. III 1.00 19.52 20.72 26.30 26.30 -
o CI-34 TO 01-33 117 15 **HPDE RCP CL. III 1.00 20.72 21.89 26.30 26.32
DI-35 TO DI-32 107 18 **HPDE RCP CL. III 0.50 19.52 20.06 26.30 26.30
DI-36 TO DI-35 120 15 **HPDE RCP CL. III 1.00 20.35 21,55 26.30 2&30
00 *YI-37 TO DI-35 81 15 **
HPDE RCP CL. III 1.00 20.70 21.51 26.30 26.30
I i I
-DENOTES THAT NDS 24"CATCH BASIN SERIES OR APPROVED EQUAL STORM DRAIN STRUCTURES CAN BE USED IN PLACE OF REINFORCED CONCRETE
STRUCTURES FOR THESE LOW TRAFFIC AREAS. ALL STORM DRAIN STRUCTURES SHALL BE RATED FOR H-20 CLASS C LOADINGS.
NOTE: __.�
- -T -
0 1. FOR MAINTENANCE EFFORTS OR IN CASE OF EMERGENCY,
STORMWATER STORED BELOW PERMANENT POOL SHALL BE !.*ALL HDPE PIPE SHALL BE ADS N-12 HP STORM PIPE OR APPROVED EQUAL AND SHALL BE INSTALLED TO MANUFACTURER SPECIFICATIONS.
PUMPED. -
2. ALL STORMWATER(INCLUDING ROOF DRAINAGE)MUST BE •____..-_-_-__. __�_,._ ..._.._.___._._,.- .---._.-.____.,_,___..__.._,..._.._,_,_,-____.-___,,..______._...__ _._____._.._ �___�.. C,
CONVEYED TO THE STORMWATER BMP. LENGTH
3. CONTRACTOR SHALL PROVIDE ANTI-FLOTATION COLLARS AS ALL OUTLET
_ REQ'D. PIPES SHALL HAVE
GALVANIZED BAR GRATING 1"x 118"BEARING BARS.
FLARED END SECTIONS
o 04 FASTEN WITH J-CLIPS,ATTACH TO A l 1/4"x 1 1/4"x 1/4"
TOP OF RISER=25.05 GALVANIZED ANGLE FRAME. MORTOR FRAME TO TOP OF
d
�z.
o _ _ STORM DRAIN PIPE RIP-RAP
c OUTLET STRUCTURE
II DRAWDOWN ORIFICE F�V APRON ". so
Nw
PLAN -
g �, ..: r ,
OUTLET PIPE .-
o O / (2) 18 CULVERT \ SLOPE=0% TAILWATER 6"MIN.
a J
" 75 LF OF(2) 18"RCP(CL.III) },. .*:C'
� INV. UP=24.00 / .•-�'""•:•�` •%"
1 10 NORMAL POOL EL. =24.00 i INV. DOWN.24.00 / 3 f•>', 6�
_ - i SLOPE=0.0°h / / `\ FL•--_ O_ W _ COARSE AGGREGATE /A
I �(
y - 10' 35 STORM DRAIN PIPE ` ' --- - --- -- - -- - PLAN VIEW
6" /I
/ I EL.24.00 EL. 27.00
I 6'x6' REINFORCED -
50'MIN.
CONCRETE BOX /
5'x5'GRATE OPENING EL.23.50(TOP OF RIP-RAP) EL. 26.40(TOP OF RIP-RAP)
( ) FILTER FABRIC • N.C.D.O.T.CLASS B 8'DIVERSION TO DIRECT RUNOFF FROM RNJ n- -��• n •'
L-- ---J RIPRAP, MINIMUM .. .. .._ .,,F.,,= D
J/ -// SECTION _
6"EXTENDED 18-THICK,TYPICAL
oQj BASE FILTER FABRIC 6"THICK CLASS W RIP-RAP FILTER FABRIC 6"THICK CLASS W RIP-RAP SECTION VIEW
o --7 X 7 RIP-RAP SCHEDULE
UPSTREAM DOWNSTREAM TEMPORARY CONSTRUCTION ENTRANCE
i POND #2 OUTLET STRUCTURE SECTION FOREBAY PROTECTION DETAIL: POND #2 EMERGENCY SPILLWAY DETAIL: POND #2 PIPE DIA. (IN.) LENGTH (FT.) WIDTH (FT.) WIDTH (FT.) NOT TO SCALE
0 NOT TO SCALE NOT TO SCALE NOT TO SCALE
11 1 48" 10, 12' 12'
s OVERFLOW STRUCTURE TOP OF DAM EL.=27.00 2 24" (2) 14' 6' 18, VARIES AS DIRECTED BY ENGINEER(6'.MAX.)
0 - - - - - (SEE DETAIL)- -
c 3 36" 10, 9' 9' TOP STRAND MIN.#10 GUAGE
.Oc O - - - - - 100 YR.EL.=26.63 - - - - - - - - - " STAY WIRES MIN.#12-1@ GUAGE
_ - - - - - - - - - - - TOP EL.FOREBAY- - - - - - - 60 YR.EL.=26.52 4 18 (2) 9 14' 17
7 /7
c - - - - - - - - - - - - - 25YR.EL.=26:38 - -
0 - - - - - - - - 25YR.EL.=26.15- - - - - - - - - - - - - - iw
- - - - - - - - - - - - - - - - - - - - - - - _- - - - - - - - - RIP-RAP APRON so
- - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - 1YR.EL.=25.27 6
_ - _ _ _ _ - - _ _ _ _ _ _ _ - - - - _ - - - 1.5"RUNOFF STORAGE EL.-25_04 - _ NOT TO SCALE �Q
- - - - - - _ - - - - - - - PERMANENT POOL EL.(NORMAL WATER SURFACE)24.00 - - - - - - - - - - N
- -3 - - - - - - - - - - - - - (_NORM_AL
- - - - - - - -
w
1 ao W FOREBAY --- MAIN POND o 1� J"
BOTTOM EL.FOREBAY-16.00 10' - \ /\/ / /
VEG SHELF
SEDIMENT STORAGE ELND BOTTOM EL.= . 17.00 10:1 LOPE TYP. / BOTTOM STRAND MIN.#10 GUAGE
s{• FOREBAY IS DIVIDED FROM THE 'T OF POND DEPTH IS FOR AROUND POND \
d MAIN POND BY EARTHEN BERM - SEDIMENT ACCUMILATION
0 POND #2 FOREBAY AND STORAGE POND SECTION PER DWQPOLICY 5'STELPOST E
n
NOT TO SCALE V MAX (SELF-FASTENER
cSTEEL ANGLE TYPE)
1&GUAGE HARDWARE CLO STEEL POST
t (} MESH OPENINGS)
o+
NCDOT#5 OR#57
O WASHED STONE WIRE MESH - NOTES:
FILTER FABRIC
I NCDOT#5 OR#57
- .t.. SUITABLE PLANTS WET DETENTION POND PLANTING WASHED STONE
PICKERELWEED (PONTEDERIA CORDATA) CONTRACTOR TO INSTALL ON THE 10:1 - - 2, 1.WIRE SHALL 8E A MINIMUM OF 32"IN -
DUCK POTATO (SAGGITARIA L.ATIFOUA AND SAGGITARIA CARDINAUS) SLOPED SHELF, EQUAL NUMBERS OF EACH 7 1 WIDTH AND SHALL HAVE A MINIMUM OF 6 g
SWAMP ROSE (HIBISCUS MOSHEUTOS) OF THE LISTED SUITABLE PLANTS. DURING + 'a . - M FILL SLOPE-
LINE WIRES W/12"STAY SPACING GROUND LINE
BLUE FLAG (IRIS VIRGINICA) INSTALLATION, GROUP SIMILAR SPECIES OF 4 �
CARDINAL FLOWER (LOBELIA C Al PLANTS TOGETHER• INSTALL PLANTS 24" TOP aF BANK I__ _--__- 5, _I TOP OF BANK •° 2.FILTER FABRIC SHALL BE A MINIMUM D ry //
O.C. IN A CHECKERBOARD PATTERN. 1� 'l __�-- A A 36"IN WIDTH AND SHALL 8E FASTENED
ADEQUATELY TO THE WIRE AS DIRECTED
---_-- - 3 / / j/// / , . BY THEENGINEER MIN.!/ // / / !/ 11 130X
SEED ALL SLOPES A80VE PERMANENT POOL EL / !/ /j / / . / / j « CO
PENING,/ \ \
/ / / / / / / / SILT FENCE
W O / j / / / / . j / /j - _ 3.STEEL POST SHALL BE 5'0"IN HEIGHT
0. 1 R S N VE & 6" BELOW Vegetative Shelf Plantin Calculation - Per NCDEN !j// !% !j / !/ // !j / / 3j AND BE OF SELF FASTENER ANGLE EL \ \ \\ \\ \\ \\
`�-� ER ENT POOL PLANTED WITH SUITABLE !/ /j/jj// /j�////j/jj///jj/jj _ STEEL TYPE
ro WETLAND SPECIES OR VEGETATION. /j // / . / /j !j /j /j / /j !j !j / w N \\ \\ \\ \\
10• Pond #1 ! / ! ! i ! ! / ! . j !
II -I I I �� Asneif = 7,000 sf ±,.•
in
NOTES: •,>,,,.:• : :, .,, '•...�;<, •:''I ;°° 'C C!
sd' Re . Plantin s = 50 Iants 200 sf - ¢;.•�'•• . � /\
.Cj - - PERMANENT P 1. CONTO BE 1t 10 ,#WALLM D11a FUKs As E O N ON FIANS B7 ALL � SECTION A - A O oy.,�-; j\\//\ F
_ 6 = Number Of Plants = 1,750 lasts BE FX S TO 6E Rule; pra R.ucs ARE TO BE WSTAllED Ai✓D DI1pff5 TO NOTE: _ �' / ANCHOR FILTER
c III-f I I- 3 BE faLeD RiN]R To ANY RAIN EVENT L r \ \
I- 1 VARIES. Pond #2 FOR CURB INLETS AND DROP INLETS w; \\ \\ FABRIC SKIRT
o, TEMPORARY DITCH PLUG =,moo ;
P _I ( _ AShelf = 4,830 sf NOT TO SCALE INLET PROTECTION �'"��'
POND SIDE SECTION -I i I- Reg. Plantings = so lasts zoo sf ''�y' ,r
o (TVPKALBOTHPONDs> Number of Plants = 1 208 lasts NOT TO SCALE """"'�„CLAN" ° GUIDELINES FOR TEMPORARY SILT FENCE DETAIL
NOT TO SCALE
NOT TO SCALE
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
CONSULTANTS: ARCHITECT/ENGINEERS: °r° "A'�° TRb �`Nireer
Office of
PROJECT ARCHITECT' SUMMIT SMITH ARCHITECTS OUTPAl1ENT CLINIC
Bl,�aro NL Construction
0 CML• PARAMOUNM ENGINEERING INC.
' and Facilities
Do PIRA MOUNT S,"RUCTURAL: °�" N Management
t MEP• WLMINGTON, NORTH CAROLINA
- E N G 1 N E E R i N G , i N C. . C-61
.2 � Checked �r8w11
a BASM ON NIA COIIIt16d1 1 Will
o O peMli" Dde oe/ " me me Dwo d
VA FORM 08-6231
2 3 I 4 5 I 6 I 7 I 8 I 9