SW8960701_APPROVED PLANS_20170526

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8 `
DOC TYPE ❑ CURRENT PERMIT
PPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE 20\10 5 2\-D
YYYYMMDD

«. REVISIONS
NOW OR FORMERLY , Date Description By
R & R CO OF WILMINGTON LLC ..
BOOK 5549 PAGE 337
ZONE: RB
,272
9
USE: RETAIL AUTO 0
*SITE
N x• d 4
R/W _ 9
WTE 132 0.
S
LOCATION MAP
BOB KING DR VE ( PUBLC ) NTS
ZONIN_ Q 1POGRAPHY COMPLETED BY MICHAEL UNDERWOOD AND SITE DATA:
- - - - - - - - - - - - - - - - - e - ASSOCIATES, PA
— _ PROPERTY OWNER KING ROBERT S MARTHA S
,r 2) PERMITTING OF BUSINESS IDENTIFICATION SIGNAGE IS A PROJECT ADDRESS 5011 NEW CENTRE OR
EXIST. 8 WATER CURB INLET C U R Bw, N L E T ` SEPARATE PROCESS. CITY OF WILMINGTON WILL NOT ALLOW PIN NUMBER R04916-001-006-000
W W W W W W W W W W W W W W W W W W W OBSTRUCTIONS WITHIN THE RIGHT-OF-WAY.
SD MANHOLE 40�� WARNING �LO�� FLOW 40. 14 AND LOCATIONSHALL
ALL� EXIS11NG VERIFY SIZUTILITIESRIAPRIOR INVERTS
AREA NOT IN A FEMA 100—YEAR FLOOD ZONE.
p n n n INV 37.51 POST PREVENTEIR t� F INSTALLATION OF PROPOSED CONNECTIONS. ZONING DISTRICT RB
- - - - - - - - - - - - - - - - - - - - - - BLLYI-'�J�a2- - - -- - - - - - - - - - - - - - _.: 7- - - - - - - - - - - -- - - - - - LV �L1._�4- - -- - - - - - - - - - - - - - - - - - - - - _ 4) EXISTING EASEMENTS AS SHOWN DISTURBED AREA 0.20 AC
_ _ _ _ _ _ _ _ __ _ _ _ __ _ _ - 5) CONTRACTOR SHALL MAINTAIN ALL-WEATHER ACCESS FOR
\ INV. 36. 42 S'D 3 EMERGENCY VEHICLES AT ALL TIMES DURING CONSTRUCTION.
.a -3 , , q , ° 6 UNDERGROUND FIRE LINE S) MUST BE PERMITTED AND SETBACKS REQUIRED FRONT: 25'
a ° ° °° - - °° "_ ° . \ n / /. > 'N 6'/ °.5 5a 43' E° ° 5 4.4-.I ' ° °" ° ° .` °p A. q ° - > ° - n ' \ `�� INSPECTED BY THE WILMINGTON FIRE DEPARTMENT FROM THE
° ° - a p ° - 8 ° a - . q/�� t PUBLIC RIGHT-OF-WAY TO THE BUILDING. CONTACT THE REAR: 15'
/ CA \V A 9 WILMINGTON FIRE DEPARTMENT DIVISION OF FIRE AND LIFE INTERIOR SIDE: 0
ISD �16 SO II LIGHT POLE III � SAFETY AT 910-341-0696. CORNER SIDE: 25'
o III III _ __ _ WM (TYPICAL) — — — — _ — — _ _ 12 'SD III I II PROPOSED BUILDING SETBACKS FRONT: 79
\ _ _ _ _ 1 soup WASTE REAR: 73'
n `- __ -_ -C� - - — - - - — - -=1-1 I� - - - - - - - `� _ _T - - �—� SD -U�— 1 SITE TO USE DUMPSTER.
u a - -Ir �jF� —I I- '- - - 1- - -T -- _- I - -- � - - -� - - - -1 - T '7 - �D - �D ) INTERIOR SIDE: 115'
�I III nny //S I I I I I I I II II I I I I 1 1 I I 111 III TRAFFIC CORNER SIDE: 238'
"SD k'U� t` $y �" I I I I I I I II I 1 I I III �)J 111 F ALL PAVEMENT MARKINGS T PUBUC RIGHTS-OF-WAY WAY AND TRACT AREA 164,055 SF (3.77 AC
CURB INLET O 12 �� �/�/' `S II JJ I I II � � FOR DRIVEWAYS ARE TO BE THERMOPLASTIC AND MEET CITY ( • )
\ ��� I $D �I I I I I I I I I I �\ %J I I \�\ �/ 111 // AND/OR NCDOT STANDARDS BUILDING USE RETAIL AUTO
q -�� / i ✓✓ \ ) TRAFFIC CONTROL DEVICES (INCLUDING SIGNS AND PAVEMENT
ft—
FLOW 39.81 \ S'9 '\ $D $ �UG� I ( I I I \ - / I I I I I \ _/ \\\ / / MARKINGS) IN AREAS OPEN TO PUBUC TRAFFIC ARE TO MEET
III MUTCD (MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES) EXISTING BUILDING AREA 17,000 SF
INV 36. 91 $D / \ 4/ STANDARDS.
_ _ _0 III / —U ,-,ASPHALT DRIVE— � � / 3) CONTACT TRAFFIC ENGINEERING AT 910-341-7888 TO PROPOSED BUILDING AREA (GROSS) 0 SF
1 ENSURE THAT ALL TRAFFIC SIGNALS FACIUTIES AND EQUIPMENT BUILDING LOT COVERAGE (17,000/164,055) 10%
T y T �� III �� / G ARE SHOWN ON THE PLAN. NUMBER OF BUILDINGS 1
4) CALL TRAFFIC ENGINEERING AT 910-341-7888 FORTY-EIGHT NUMBER OF UNITS 1
HOURS PRIOR TO ANY EXCAVATION IN THE RIGHT-OF-WAY. BUILDING HEIGHT 20't F�-I
5) ANY BROKEN OR MISSING SIDEWALK PANELS. DRIVEWAY NUMBER OF STORIES 1
G A N O P Y/ �I nn I PANELS AND CURBING WILL BE REPLACED. SF PER FLOOR 17,000 SF
Q // // 11 \ II it I ^ 6) CONTACT 910-341-7888 TO DISCUSS STREET LIGHTING O
I I I I I ��� I I 1 — OPTIONS.
11 2 1OAKII \ ��� 11 / 7) ALL TRAFFIC CONTROL SIGNS AND MARKINGS OFF THE 124
\\ I I I 1 / \ '\ �� RIGHT-OF-WAY ARE TO BE MAINTAINED BY THE PROPERTY �1
OWNER IN ACCORDANCE WITH MUTCD STANDARDS. <lj
// 8 NO ROWS TO BE CLOSED. EXISTING IMPERVIOUS AREAS:
- - + - - - - - - -I I \� = III J) I >
9) NO STREETS PROPOSED. EXISTING BUILDING + CANOPY 18,215 SF C�
1,. 10) OFF SITE PARKING PROPOSED AS SHOWN. EXISTING PAVEMENT 111,500 SF
0 CO 1" °, �a I I 1 1 i p I I� n) No PROPOSED DRIVEWAY. EXISTING CONCRETE 2,190 SF
\ ° 13) ALL PARKING STALL MARKINGS AND LANE ARROWS WITHIN EXISTING IMPERVIOUS AREA 131,905 SF (807) xj
Cf) Il \\ I I/ - - - - 1 III III </ C THE PARKING AREAS SHALL BE WHITE.
U 1 F 1 I � / 14) STOP SIGNS AND STREET SIGNS TO REMAIN IN PLACE
DURING CONSTRUCTION. (�
15) TACTILE WARNING MATS WILL BE INSTALLED ON ALL PROPOSED IMPERVIOUS AREAS: �+
WHEELCHAIR RAMPS, PROPOSED PAVEMENT 112 SF 0
EXISTING IMPERVIOUS TO REMAIN 131,265 SF
LANDSCAPING
1) A LANDSCAPING PLAN INDICATING THE LOCATION OF TOTAL IMPERVIOUS 131,377 SF
\ / REQUIRED STREET TREES SHALL BE SUBMITTED TO THE CITY OF
BOLLARDS WILMINGTON TRAFFIC ENGINEERING DIVISION AND THE PARKS
I (TYPICAL) III I i / AND RECREATION DEPARTMENT FOR REVIEW AND APPROVAL
a - ° - < - • - - / , PRIOR TO THE RECORDING OF THE FINAL PLAT. I�
II / - 2) NO OBSTRUCTIONS ARE PERMITTED IN THE SPACE BETWEEN PARKING REQUIRED (AUTO DEALERS): z O
THIRTY (30) INCHES AND TEN (10) FEET ABOVE THE GROUND MINIMUM: 1/500 (17,000/500) 34 SPACES
TEL GAS / WITHIN THE TRIANGULAR SITE DISTANCE. MAXIMUM: NO MAXIMUM REQUIRED E-I
\ III \ / 3) PRIOR TO ANY CLEARING, GRADING OR CONSTRUCTION PARKING PROVIDED: 217t SPACES T tt
III FED METER ACTIVITY. TREE PROTECTION FENCING WILL BE INSTALLED
III AROUND PROTECTED TREES OR GROVES OF TREES AND NO W
III `"ASPHALT R CONSTRUCTION WORKERS, TOOLS, MATERIALS, OR VEHICLES ARE CAMA LAND USE: URBAN
III I EXISTING BUILDING PERMITTED WITHIN THE TREE PROTECTION FENCING. O III"
III 4) ANY TREES AND/OR AREAS DESKMATED TO BE PROTECTED PUBLIC WATER AND SEWER BY CFPUA
\ ra III \ FFE=42. 5 III MUST BE PROPERLY BARRICADED WITH FENCING AND PROTECTED EXISTING WATER FLOW:THROUGHOUT CONSTRUCTION TO INSURE THAT NO CLEARING, 2,244 GPD
GRADING OR STAGING OF MATERIALS WILL OCCUR IN THOSE EXISTING SEWER FLOW: 2,040 GPD
(PROJECT BENCHMARK) III AREAS.
- III 5 NO EQUIPMENT IS ALLOWED ON SITE UNTIL ALL TREE PROPOSED WATER FLOW: 1~j
III ) PROPOSED 120 iSEWER FLOW?000 x 110%) 2,244 GPD PROTECTION FENCING AND SILT FENCING IS INSTALLED AND
18 HDPE WITH APPROVED. PROTECTIVE FENCING IS TO BE MAINTAINED
III I III THROUGHOUT THE DURATION OF THE PROJECT AND (120 GPD/1000 SF x 17,000 SF) 2,040 GPD T
III SAND FILTER CONTRACTORS SHALL RECEIVE ADEQUATE INSTRUCTIONS ON
n ° - 1 III \ TREE PROTECTION METHODS. • -
BOTTOM FOR HVAC I 1 ((( �\ 6) ALL PROPOSED VEGETATION WITHIN SIGHT TRIANGLES SHALL
\\ /' NOT INTERFERE WITH CLEAR VISUAL SIGHT UNES FROM 30"-10'. }i� rl
HVAC TOP 42.39 HVAC III �\ CFPUA O
I I I �I I i III PAD INV 37.69 III PAD 111 �� 1) WATER AND SEWER SERVICE SHALL MEET CAPE FEAR PUBLIC
I I I 1 I II I UTILITY AUTHORITY (CFPUA) DETAILS AND SPECIFICATIONS. CO
• - ° / 2) PROJECT SHALL COMPLY WITH THE CFPUA CROSS V
\1 l / — — — — — — — — — — — — — — — B 0 LL A R D S — — / �� / CONNECT ON CONTROL REQUIREMENTS. WATER METER(S) (-j
�� —i CANNOT BE RELEASED UNTIL ALL REQUIREMENTS ARE MET AND
\ • • • ° (TYPICAL) CG ( OS CO //�� \\\ THE STATE HAS GIVEN THEIR FINAL APPROVAL. Approved Construction Plan P-4
3) IF THE CONTRACTOR DESIRES CFPUA WATER FOR N .,...i
GREASE \\ \ CONSTRUCTION, HE SHALL APPLY IN ADVANCE FOR THIS Name Date
TRAP // \\ SERVICE AND MUST PROVIDE A REDUCED PRESSURE ZONE (RPZ) r, 0
q O0 \ \ / \\\ THEBAC FLOW PREVENTION WATER ATER METER BOX. DEVICE ON THE DEVELOPERS SIDE OF Planning W
ASPHALT DRIVE- CO Co CO /� \\ 4) ANY IRRIGATION SYSTEM SUPPLIED BY CFPUA WATER SHALL W -Fj U
(n \ \ COMPLY WITH THE CFPUA'S CONNECTION CONTROL REGULATION. Traffic
CALL 910-332-6419 FOR INFORMATION. Z ri
5) ANY BACKFLOW PREVENTION DEVICES REQUIRED BY CFPUA ,1i O co
WILL NEED TO BE ON THE UST OF APPROVED DEVICES FOR Fire
USCFCCCHR OR ASSE. r • ' ,Cy Ln Lo
6) PUBUC WATER MAIN EXTENSION AND WATER SERVICES V 0 1 I a
I I I \ I \\ \\ PROPOSED. SANITARY SEWER SERVICE PROPOSED. 7
I I I I I I I\ I q 7) CONTACT THE NORTH CAROLINA ONE CALL CENTER AT Z +C '7" co Co.
LSID - -I - - - -4 I— - - L - I- _L 2 1 S D L - -i 1 11 L _)- L _ - l 1= - - - 1 - - - - - _ -I- J \\\ �" \ 1-800-632-4949 PRIOR TO DOING ANY DIGGING, CLEARING OR r, "�• ��
P'S D i 1 1�= D - _ _ - _ _ _ _ _ _ �� _ _- �� - - - - - - _ S D L - _ �I� - _ _` _ _ - _ - _ _ _ _ _ _ _ _ --1- _ _ = J 1�1 III 8)GRADING.
IRRIGATION SYSTEM SHALL BE EQUIPPED WITH A RAIN CTTY OF hil �y
_ --fS \ __ _ / AND FREEZER SENSOR. 0 Q I
-- TRANS r 11 /j 9) CONTRACTOR TO FIELD VERIFY EXISTING WATER AND SEWER GTO n - +� —1 v
SERVICE LOCATIONS, SIZES AND MATERIALS PRIOR TON F"'•I a
�` NORTH C_AROLIN 9 t1O 0) M t z
PAD CURB INLET CONTROL O III III // 10) A UTILITY CUT PERMIT IS REQUIRED FOR EACH OPEN CUT Public Services * Engineering Division QI U •� Q) �Z
\ O/ CONSTRUCTION. ENGINEER TO BE NOTIFIED OF ANY CONFLICTS. ,�
E E -V E Z E B 0 X I E X 1ST. (I // OF A CITY STREET. CONTACT 910-341-5868 FOR MORE 0 � nw
PP PP W \ FLOW 40.67 WET WELL 11 III �/ DETAILS' APPR OU
OVED DRAINAGE PLAN/ III \ DUMPSTER i/ 0
GUY GUY INV 38. 48 TOP 41 . 76 1 III �/ DRAINAGE
II \ III O/ RASHEET FLOW N SYSTEM. TO PROPOSED DROP NLETS TO EXISTING STORM Date: --____--_— Permit E-4 -t p [�
RB INLET CURB INLET S68°00'24"W 476. 30' '�" ''/— Signed: _____--___
UNDERGROUND umrnirs
II /// 1) ALL ELECTRIC, CABLE TELEVISION AND TELEPHONE ----
FACILITIES, FIRE ALARM CONDUITS, STREET LIGHTING WIRING AND
OW 39. 95 FLOW
37. 21
40,20 / / \ II /\/ OTHER WIRING CONDUITS AND SIMILAR FACILITIES SHALL BE
V 37. O5 INV 37. 2 I \ \ I III \C\\ APPROPRIATE UPLACED TILITY COMPANY.ROUND BY THE DEVELOPER OR THE
\ 2) A MINIMUM COVER OF 3D-INCHES OVER ALL PROPOSED For each open utility cut
\\\\\ WATER LINES SHALL BE PROVIDED. of
\ / City streets, a $325
permit
F shall be required from the
— — — \ A�}p� City prior to occupancy
/`1! I'���� and/or project Q isslgy�•�'y
t�GRiH CARG�I d✓ acceptance. s E A L
\ \ NOW OR FORMERLY I f'AN AC- M`NTCOMMI��NONN"�NT.4i y'. n374 ;
I G COOK 4 S-26' E' 7 G 7 PIZ ;�j '•FnGINE `' ��:
C� BOOK 1665 PAGE 798 °c'"LIZ-S �� ��� � '� OREGOR�
I
TaFC� � 41EGO
ZONE: RB I — — _ _ PROPERTY BOUNDARY USE: BUSINESS E�EIVE
\ \ I LIMITS OF DISTURBANCE MAR 2 9 209 DATE 02-15-17
DESIGN PGT
BY: __ _----- DRAWN EJW
\ SITE PLAN C
CP \ BAR SCALE 1"=20' IDATE PRINTED
20' 10' 0' 20' 40' 50, MAR 0 7 2011
SHEET 2 OF 3
r_:�tooi
' I

REVISIONS
I. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING
- No
SITE AREA STABILIZATION STABILZATION CONDITIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE. Date Description By
- - DESCRIPTION TIMEFRAME AMEFRAME 2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS
- - - ams OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
PERIMETER DIKES, 7 DAYS NONE 3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,
SWALES, DITCHES VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
NOTE: NOTE: AND SLOPES MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
THE CRITICAL ROOT ZONE (CRZ) OF A TREE IS CROWN OF THE TREE IS NEEDED FOR LEAF HIGH QUALITY 7 DAYS NONE 4• MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
WHERE THE MAJORITY OF A TREE'S ROOTS LAY. GROWTH TO PRODUCE OXYGEN, FILTER WATER (HOW) REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
85% OF MOST TREE ROOTS ARE FOUND IN THE THE AIR, REDUCE WIND AND SOFTEN NOISE. ZONES 5. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE
TOP 24" OF THE SOIL AND SUPPLY THE MAJORIT DO NOT DISFIGURE CROWN WITH SLOPES STEEPER 7 DAYS IF SLOPES ARE 10' OR REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
INTENSIVE PRUNING. THAN 3:1 LEss N LENGTH AND 6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT.
OF NUTRIENTS AND WATER. GENERALLY, ROOT ARE NOT STEEPER THAN 7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED
SPREAD OUT 2-3X THE HEIGHT OF THE TREE 2n, 14 DAYS ARE ALLOWED. EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND
SLOPES 3:1 OR 14 DAYS 7 DAYS FOR SLOPES FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
FLATTER GREATER THAN 50 FEET 8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF-SITE
IN 1FJNOTn - PROPERLY PERMITTED FACILITY AS REQUIRED.
- _ - ALL OTHER AREAS 14 DAYS NONE (EXCEPT FOR 9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
NTH SLOPES PERIMETERS AND - EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
FLATTER THAN 4:1 x0w ZONES) IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE
1 1' EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF
( NPDES GROUND THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.
STABILIZATION CRITERIA 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/
RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH
Y `f "TS APPROPRIATE PERSONNEL.
-� - 11. EXISTING SURVEYING PERFORMED BY MICHAEL UNDERWOOD AND ASSOC., AND SUPPLIED BY THE OWNER.
12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
T SPRING-SUMMER PRIOR TO INSTALLATION.
PERMANENT 'GRASSING DETAIL 13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
T ORANGE SAFETY FENCE SEEDING MIXTURE HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
CRZ T / OR ORANGE SILT FENCE 14. ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER
( r RAIE fiblowil AT FINAL GRADE.
I (TYPICAL) PENSACOLA B,ANIAGRASS 50 15, ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
$ERI°° _^^^_^^°°^^'^^ Ooo°°°0O°°°°°°°°° COMMON �UDA GRAM 1ZA 0 METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
°'° rTAL1"� 50 OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
e'
°° DBH °° 16, ALL PAVEMENT, BASE AND SUBGRADE SHALL CONFORM TO NCDOT STANDARDS INCLUDING
°°°° >(1 °°=e„ SEEDING NOTES WORKMANSHIP, MATERIALS AND EQUIPMENT, APPROPRIATE BARRICADES, SIGNS, LIGHTS
3' MIN 1. WHERE A NEAT APPEARANCE Is oE9RED OMIT sEMOEw OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT
e°
2.USE COMMON BERMUDA GRASS ONLY ON ISO.A70 970 WHERE IT CANNOT BE- TO MAINTAIN SAFETY AND TWO WAY TRAFFIC.
COME A PEST. BERMUDA GRASS MAY BE REPLACED WIN 5 m/care.CENTIPEDE GRASS
17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT
ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE
° °°°°°°°°°°°°°°"°°��°°--�^;, °°°° SEEDING DATES SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
APRIL I - JULY 15 18. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS
8' MAX - AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.
SOIL AMENDMENTS 19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A
APPLY LIME AND FERTIUZER ACCORDING TO SOIL TESTS, OR.APPLY 3,000 m/ace CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING,
NOTES: WHERE RUNOFF IS DIRECTED GROUND AGRICULTURE LIMESTONE AND 500 m/sae 10-10-10 AWAY FROM CURB, GUTTER FFITUZER. NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR
1. PROTECT CRITICAL ROOT ZONE (CRZ) OF TREES PRIOR TO CONSTRUCTION. CLEARLY SHALL SLOPE AWAY AS SHOWN- _ NIGHT REFLECTING.
MARK THE TREES AND ERECT A PROTECTIVE BARRIER AT THE CRZ. BARRIER SHALL BE CLASS A CONK. 20. DUCTILE IRON SHALL BE CLASS 50.
MAINTAINED UNTIL CONSTRUCTION IS COMPLETE. I MULCH 21. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUM COMPRESSIVE
ASPHALT STRENGTH OF 300D PSI 0 28 DAYS - AIR ENTRAINED.
2. CRZ RADIUS IS 1 FT PER INCH OF TREE DIAMETER AT BREAST HEIGHT (DBH). SLOPE 3 R AO MULCH.
CHObR/ByT GNNG5WITHAR EQUIVALENT�KOUft OF ANOTHER T 22. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR
3M IF CONSTRUCTION OCCURS WITHIN THE CRZ, AT LEAST 12" OF MULCH AND/OR LOGGING NTH A MULCH ANCHORING TOOL A DISK NTH BLADES SET NEARLY STRAIGHT GAN BE BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE QF
MATTS SHALL BE PLACED WHERE MACHINERY MANEUVERS TO REDUCE SOIL COMPACTION IN a /$"R. USED AS A MULCH ANCHORING TOOL PAID FOR BY THE CONTRACTOR. I-�
THIS ZONE. 23. SEE GEOTECHNICAL REPORT NO. . DATED -------- BY z
4. WHERE SIDEWALKS AND PATHWAYS PASS WITHIN CRZ, EXTRA CARE SHALL BE TAKEN TO DRAINAGE AWAY FROM CURB MAINTENANCE ----- FOR FOR ADDITIONAL REQUIREMENTS. a
AVOID DAMAGE TO THE ROOTS. ALTERNATE CONSTRUCTION METHODS, SUCH AS A REINFORCED REEERTIOZE THE FOLLOWING APRIL NTH 50 myaae NITROGEN.REPEAT AS GROWTH CONSTRUCTION SEQUENCE
SIDEWALK, SHALL BE IMPLEMENTED AS NECESSARY. DESIRED.
MAY BE MOWm ONLY ONCE A YE WHERE A NUT APPEARANCE s
REQUIRE OMIT SBE MO AND MOW AS OFTEN As NEEDED. 1. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR
5. FOR ALL TREES, CUTTING OF LARGE STRUCTURAL ROOTS LOCATED NEAR THE BASE EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL).
OF THE TRUNK IS PROHIBITED. DO NOT COMPACT SOIL BENEATH TREES. NO VEHICLE ;ARI
FALL-WINTER 2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED �N
SHALL BE ALLOWED TO PARK UNDER TREES. AR MATERIALS OR EQUIPMENT SHALL CLASS A CONC. PERMANENT GRASSING DETAIL 3. INSTAINCLULLNPRMIDE SLOPES ARY ROSIONUCO CONTING ROL AFTER MEASURES BEFOREIBEGINNING CONSTRUCTION INCLUDING `4
BE STORED BENEATH TREES. DAMAGING THE BARK WITH LAWNMOWERS, CONSTRUCTION ASPHAL BUT NOT LIMITED TO GRAVELED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC.EQUIPMENT, OR ANYTHING ELSE IS PROHIBITED. CONTRACTOR SHALL REPAIR DAMAGE TO SLOPE SEEDING MIXTURE INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING
TREES. SPECIES RATE (le/aerrl CONSTRUCTION.
6. FAILING TO INSTALL OR MAINTAIN PROTECTION MEASURES SHALL RESULT IN A STOP i� f TALL FESCUE BLEND a TWO OR 4. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN.WORK ORDER AND FINE OF $500/DAY. DISTURBANCE- OTHER THAN THAT ALLOWED ON THE -- Rri(EAIIMP VARIETIES) 200 SILT FENCE AND INLET PROTECTION ARE TO BE CLEANED WHEN 0.5 FEET OF SEDIMENT HAVE E-i E 4
APPROVED PLAN WILL REQUIRE OWNER TO POST A LETTER OF CREDIT FOR 3 YRS FOR TREE 25 ACCUMULATED IN FRONT OF THE DEVICE OR WHEN THEY LEAK OR FAIL. SEDIMENT TRAPS ARE Q4
DRAINAGE TOWARD CURB
MITIGATION. SEEDING DATES CLEANED OUT AS STATED OR WHEN HALF FULL. O O
JANUARY- APRIL
-- AUGUST-DECEIBER 5. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN
SOIL AMENDMENTS DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER
8' MAX. CURB SECTION FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION, 1�
APPLY LIME AND FERTIUZER ACCORDING TO SOIL TESTS, OR APPLY aaao-so0o ro/ao. 6. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS ISM
VARIABLE AS DIRECTED BY THE ENGINEER PLASTIC OR GROUND AGRICULTURAL LIMESTONE(USE THE LOWER RATE ON SANDY SOLE)AND DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM �j
/WIRE TIES TUTS 1,00E Ib/ocre 10-1D-10 FERnuzER. ENTERING STORM DRAIN PIPING. F�-•1 Z
WARNING SIGN / MULCH 7. A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED. O
TREE PROTECTION AREA APPLY 4,000 m/ace GRAN STRAW OR EOAVAIENT COVER OF ANOTHER SUITABLE S. MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PROJECT IS COMPLETE.
DO NOT ENTER MULCH. AN al STRAW BY TACKING NTH ASPHALT,ROVING,OR NETTING OR BY CRIMP- 9. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS E'1
N0 NTH A MULCH ANCHORING TOO. A DISK WITH BLADES SET NEARLY STRAIGHT CAN PLAN PROVE TO BE LESS EFFECTIVE. V 1 BE USED AS A MULCH ANCHORING TOOL 10. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION.
ZONAL PROTECTORAL PARR y
LOS IDO ENS ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION. F�-1 �-I
PROHIBIDO ENTRAR MAINTENANCE �E O H
FERIUZE ACCORDING 10 SOIL TESTS OR APPLY 4G m//am Mma;EN N JWARV MAINTENANCE PLAN <4 GRADE 16 4-8. OR SIMILAR m IN F FIR BIER R. A OI m AIR UZER APP FROM A DURING 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY ANDIx
OR FEBR OR . 40Ib TURF TEMBER 40 FER71L12FR APPLICATIONS DURING
=11111=11111 IIIIIflIIF=_IIIII=111II IIBI=11111=11111=fl111=11111=IIIII=III=11111-IIIIt=1 -IIIII=1flp=11fll-IIIN=1 III' WIND YWEAT ER.AS
THIS INCREASES STAND
MOW ES E TO DISEASE.� OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL, BUT IN NO CASE, LESS THAN w
2" TYPE SF 9.5A (NCDOT) AS NEEDED. ONCE EVERY WEEK AND WITHIN 24 HOURS OF EVERY HALF INCH RAINFALL. n r
III 8' ABC STONE (NCDOT) 2. ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT WILL BE PERIODICALLY ^ w
LATE MANTER & EARLY SPRING TOP-DRESSED WITH AN ADDITIONAL 2 INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH.
TEMPORARY GRASSING DETAIL THEY WILL BE MAINTAINED IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING
ORANGE, UV RESISTANT THE SITE. IMMEDIATELY REMOVE OBJECTIONABLE MATERIAL SPILLED, WASHED OR TRACKED
HIGH - TENSILE STRENGTH II IIII SEEDING MIXTURE ONTO THE CONSTRUCTION ENTRANCE OR ROADWAYS.
POLY BARRICADE FABRIC (TYPICAL) SPECIES RATE (blows) 3. SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL INLET PROTECTION, BLOCK
STEEL POST III _ Rye (grain) 120 AND GRAVEL INLET, ROCK DOUGHNUT INLET PROTECTION AND ROCK PIPE INLET PROTECTION a t-H
Annual lespedezo (Kobe In
FRONT VIEW NOTE: pppLVTypAENNTG FP% LTAY VARY Piedmont and Coastal Plain, WHEN THE DESIGNED STORAGE CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT. ROCK WILL 0
EN TRAC UPON FIELD CONDITIONS.
TRACTOR SHALL COORDINATE Korean In Mountains) Sp BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS AS DESIGNED. �N
WARNING SIGN w OWNER t GEOTECHNICAL Omit annual lespedezo when duration of temporary cover M not to extend DEBRIS WILL BE REMOVED FROM THE ROCK AND HARDWARE CLOTH TO ALLOW PROPER
GINEER TO DETERMINE be nd June.
ORANGE, UV RESISTANT ACTUAL PAVEMENT SECTION. yO DRAINAGE. SILT SACKS WILL BE EMPTIED ONCE A WEEK AND AFTER EVERY RAIN EVENT. (ec
SEEDING DATES: SEDIMENT WILL BE REMOVED FROM AROUND BEAVER DAMS, DANDY SACKS AND SOCKS �J
HIGH - TENSILE STRENGTH CITY OF WILMINGTON ONCE A WEEK AND AFTER EVERY RAIN EVENT.
Mountdna- Above 2500 It Feb. 15-May 75 Z ((S
I POLY BARRICADE FABRIC (TYPICAL) ,Now 250o It Feb. t-May 1 4. DIVERSION DITCHES WILL BE CLEANED OUT IMMEDIATELY TO REMOVE SEDIMENT OR OBSTRUCTIONS
PAVEMENT SECTION Piedmont - Jan. l-MoyI FROM THE FLOW AREA. THE DIVERSION RIDGES WILL ALSO BE REPAIRED. SWALES MUST BE
M a NTS Coastal Plain - Dea 1-Apr. /5 TEMPORARILY STABILIZED WITHIN 21 CALENDAR DAYS OF CEASE OF ANY PHASE OF
SOIL AMENDMENTS ACTIVITY ASSOCIATED WITH A SWALE. O
Follo- 5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES HALF FILLED.
40" turalwlimestonereand 750 ndations E/awe 1100-e100-or 10°ffeyrtili w°le/acn Bound agrlcul- THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. STAKES MUST
BE STEEL. STAKE SPACING WILL BE 6 FEET MAX. WITH THE USE OF EXTRA STRENGTH
MULCH FABRIC, WITHOUT WIRE BACKING, STAKE SPACING WILL BE 8 FEET MAX. WHEN STANDARD N p T-H
II=1 _ -mli[r STRENGTH FABRIC AND WIRE BACKING ARE USED. IF ROCK FILTERS ARE z Q) ��--11 CD co
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING N WITH ASPHALT, NETTING. ,�--1
TT OR A MULCH ANCHORING TOOL. A DISK NTH BLADES SET NEARLY STRAIGHT CAN BE DESIGNED AT LOW POINTS IN THE IN THE SEDIMENT FENCE THE ROCK WILL BE REPAIRED �� �" +1 eti CD
o TREE PROTECTION AREA USED As A MULCH ANCHORING Tool OR REPLACED IF IT BECOMES HALF FULL OF SEDIMENT, NO LONGER DRAINS AS DESIGNED - S..N LO Lo
N DO NOT ENTER oR IS DAMAGED. p
111 1-$" MAINTENANCE 6. SEDIMENT WILL BE REMOVED FROM SEDIMENT TRAPS WHEN THE DESIGNED STORAGE CAPACITY HAS p')ZONA PROTECTORA PARR Ref.HFIA. If growth 1. not fully adequate. Reseed. rafeRBMe One mmrA tn- BEEN HALF FILLED WITH SEDIMENT- THE ROCK WILL BE CLEANED .OR REPLACED WHEN Z � z co �Oz
III LOS ARBOLES mediately following arwlon or other damage. THE SEDIMENT POOL NO LONGER DRAINS OR WHEN THE ROCK IS DISLODGED. BAFFLES w
PROHIBIDO. ENTRAR WILL BE REPAIRED OR REPLACED IF THEY COLLAPSE. TEAR, DECOMPOSE OR BECOME
INEFFECTIVE. THEY WILL BE REPLACED PROMPTLY. SEDIMENT WILL BE REMOVED WHEN +� Oz
TEMPORARY SUMMER GRASSING DETAILO O DEPOSITS REACH HALF THE HEIGHT OF THE 1ST BAFFLE. FLOATING SKIMMERS WILL BEPT CLEAN. Q) 2
SIDE VIEW WARNING °SIGN DETAIL SEEDING MIXTURE INSPECT7. SEDIMENT WILL BEWEEKLY EMOVEDWFROM THE ILL BE ESEDMENT BASIN WHEN THE DESIGN STORAGE CAPACITY HAS 4 0)az
SPEIDIES RATE (Ib/arre) BEEN HALF FILLED WITH SEDIMENT. ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT pr.l (� 1
NOTES: GERMAN MILLET 10 POOL NO LONGER DRAINS OR IF THE ROCK IS DISLODGED. BAFFLES WILL BE REPAIRED OR H� Cy �, �z
IN THE PIEDMONT AND MOUNTAINS,A SMALL-STEMMED SLNAANCRASS MAY BE REPLACED IF THEY TEAR, DECOMPOSE OR BECOME INEFFECTIVE. THEY WILL BE REPLACED N
1. THE TREE PROTECTION FENCING SHALL NOT BE VIOLATED FOR THE ENTIRE suSSIUEDAT""AEQFSD B/ALOE PROMPTLY. SEDIMENT WILL BE REMOVED FROM BAFFLES WHEN DEPOSITS REACH HALF W O J
DURATION OF THE PROJECT WITHOUT APPROVAL FROM URBAN FORESTRY STAFF. - - SEEDING NOTES THE HEIGHT OF THE 1ST BAFFLE. FLOATING SKIMMERS WILL BE INSPECTED WEEKLY AND `
d4 a V
2. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL. LETTERS TO WILL BE KEPT CLEAN.
`MOUNTAINS-MAY 15-AUG.15 S. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING
BE 3" HIGH, MINIMUM, CLEARLY LEGIBLE AND SPACED AS .DETAILED, - PIEDMONT- wY I-AuG Is COASTAL PLAN- APR.15-AUG. 15 TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE
3. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS. PLACE A SIGN AT EACH VEGETATIVE COVER. ALL SLOPES WILL BE STABILIZED WITHIN 21 CALENDAR DAYS. ALL
END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER. FOR TREE SOIL AMENDMENTS OTHER AREAS WILL BE STABILIZED WITHIN 15 WORKING DAYS. E�
PROTECTION AREAS LESS THAN 100' IN PERIMETER, PROVIDE NO LESS - FOLLOW RECOMMENDATIONS OF SOL TESTS OR APPLY ZODO LEI/ACE GROUND ARUAL- 9. FLOCCULATES WILL BE USED TO ADDRESS TURBIDITY ISSUES, THE PUMPS, TANKS, HOSES AND
THAN TWO SIGNS PER PROTECTION AREA. - TURAL LIMESTONE AND 750 LB/ACRE ID-10-10 FERTIUZER. INJECTION SYSTEMS WILL BE CHECKED FOR PROBLEMS OR TURBID DISCHARGES DAILY.
4. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. MAINTAIN TREE MULCH
PROTECTION FENCE AND SIGNS THROUGHOUT DURATION OF PROJECT. APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING NTH ASPHALT,METING 1.SITE
ITT AREAS FOR MANAGEMENT OF LAND CLEARING AND DEMOLITION DEBRIS, CONSTRUCTION AND DOMESTIC
5. TREE PROTECTION FENCING AND SIGNAGE SHALL BE REMOVED AFTER CONSTRUCTION. OR A MULCH ANCHORING TOO. A DISK NTH BLADES SET NEARLY STRAIGHT CAN BE WASTE, AND HAZARDOUS OR TOXIC WASTE. THIS LOCATION SHALL BE AT LEAST 50' AWAY FROM STORM DRAIN INLETS AND
6. ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF WILMINGTON, BASED ON ACTUAL USED AS A MULCH ANCHORING TOO. SURFACE WATERS UNLESS IT CAN BE SHOWN THAT NO OTHER ALTERNATIVES ARE REASONABLY AVAILABLE. N fl NNN /
FIELD CONDITIONS. - - 2. DUMPING OF PAINT OR OTHER LIQUID BUILDING MATERIAL WASTES IN STORM DRAINS IS PROHIBITED. (�,Q QO
MAI�NmNAFIFGROCGESNONFULLYAEQUATE 4ALOCATEOEARTHENM SANITARY
TRAALESTOCKPPIREIAREAS SHALL
LEAOST OLAWAYFROM MANAGEMENT
STORMAND
DRAONSPNLETSOSAL OANDISERFACEWATERSR AND SANITARY
`\\ QC`�TESSY)1]
•I RE IAIUIE F GROWN R NOT ILLY ER A DAMAGE RESEED,RFFERILI2E AND 11ILO1 M-
TREE PROTECTION DURING CONSTRUCTION SD 1 5-09 UNLESS IT CAN T SHOWN THAT IN OTHER ALTERNATIVES ARE REASONABLY AVAILABLE.
5. CONCRETE MATERIALS ONSITE, INCLUDING EXCESS CONCRETE, MUST BE CONTROLLED AND MANAGED TO AVOID CONTACT S E A L
SURFACE WATERS, WETLANDS OR BUFFERS. NO CONCRETE OR CEMENT SLURRY SHALL BE DISCHARGED FROM THE SITE.NOT TO SCALE 6. ANY HARDENED CONCRETE RESIDUE WILL BE DISPOSED OF, OR RECYCLED ON SITE, IN ACCORDANCE WITH LOCAL AND STA
TEMPORARY FALL GRASSING DETAIL SOLID WASTE REGULATIONS. yl 17374 TQ
7. SOIL STABILIZATION SHALL BE ACHEIVED ON ANY AREA OF A SITE WHERE LAND-DISTURBING ACTIVITIES HAVE TEMPORARILY. i \
PERMANENTLY CEASED ACCORDING TO THE FOLLOWING SCHEDULE:
SEEDING MIXTURE I. ALL PERIMETER DIKES, SWALES, DITCHES. PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO I VERTIC ��/7p• LK. „1NE• .••• '�\�
SPECIES RATE Ob/acm) (3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE �OM THE LAST LAND DISTURBING ACTIVITY. � �REGORii,
- ,,t/ _ Rye (groin) 120 ANY EVENT ALL OTHER DISTURBED CALENDAR
AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON ,//�'11/11111 I00\\
STORM WATER MANAGEMENT PLAN SEEDING NOTES AS PRACTICABLE BUT TI ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY.
8. CONDITIONS-IN MEETING THE STABILIZATION REQUIREMENTS ABOVE, THE FOLLOWING CONDITIONS OR EXEMPTIONS SHALL L
MOUNTAINS- AUG. 15-DEC. 15 i. EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY BASED ON WEATHER OR OTHER SITE-SSE
COASTAL PLAN and PIEDMONT- AUG. 15-DEC 30 CONDITIONS THAT MAKE COMPLIANCE IMPRACTICABLE, DATE 02-1 5-1 7
APPROVED ii. ALL SLOPES 50' IN LENGTH OR GREATER SHALL APPLY TO GROUND COVER WITHIN 7 DAYS EXCEPT WHEN THE S EIS DESIGN PGT
SOIL AMENDMENTS THAN
THAN 4:1. SLOPES LESS THAN 50' SHALL APPLY GROUND COVER WITHIN 14 DAYS EXCEPT WHEN SLOPES ARE
CITY OF VJILMINGTON HAN Y THE 7-GAY REQUIREMENT APP ES.
For each open utility Cut - FOLLOW SOIL TESTS OR APPLY 2,ODU LB/ACRE GROUND AGRICULTURAL - ll. ANY SLOPED AREA FLATTER THAN 4:1 SHALL BE EXEMPT FROM THE 7-DAY GROUND COVER REQUIREMENT. DRAWN EJW
Approved Construction Plan ENGINEERING DEPARTMENT LIMESTONE AND 1,000 LB/ACRE 101010 FERTILIZER. Lv. SEISES 10' R LESS IN LENGTH SHALL BE EXEMPT FROM THE 7-DAY GROUND COVER REQUIREMENT EXCEPT WHEN HE
P P Of SLOPE IS STEEPER THAN 2:1.
. Name Date d�. - - v. ALTHOUGH STABILIZATION IS USUALLY SPECIFIED AS GROUND COVER, OTHER METHODS, SUCH AS CHEMICAL STABILIZATION,
p ___ City streets, a $325 MULCH MAY BE ALLOWED ON A CASE-BY-CASE BASIS. C
`^'DATE PERMIT ermit APPLY 4,DOD LB/ACRE STRAW. ANCHOR STRAW BY TACKING NTH ASPHALT. NETTING A. FOR PORTIONS OF PROJECTS WITHIN THE SEDIMENT CONTROL COMMISSION-DEFINED "HIGH QUALITY WATER ZONE" (15ANCAC-- --- P -' OR A MULCH ANCHORING TOO-. A DISK NTH BLADES SET NEARLY STRAIGHT CAN BE 04A. 0105), STABILIZATION WITH GROUND COVER SHALL BE ACHIEVED AS SOON AS PRACTICABLE BUT IN ANY EVENT.ON ALL
Planning shall be required from the USED AS A MULCH ANCHORING TOOL AREAS OF THE SITE WITHIN 7 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACT.
Traffic City P • MAINTENANCE
prior to occupancy v ECEIVE DATE PRINTED
SIGNED________________-_------ and/or project
Repal and refertlllze damaged crew Immadlately. Topdreas with 50 lb/acre MAR So 9
Fire - acceptance. of nitrogen In March. N It la neeeseary to extend temporary rover bred �o�� SHEET 3 OF 3
June 15, overued with 50 m acre Kobe (Piedmont and Coosid Plain))
or Korea, (Mountains) leape�eza In late February or early March. - _ MAR 0 7 2017
17001
1

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LOCATION MAP I 41.4� j i I , ; I Q > w 0 z
i I I �C I I ! I N� I I I I I - t II ! I ! CC
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42.1 - -- --- -a-- --- � ._ -a -6,.R - = 7 --_ 42.1
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GWN 4112 \ 410 I 41L2 410 !__A
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IL= _- - _ . =-�_�_�_ _ - --. - I r� II I i t
_-- EXISTING BOB KING r-- -- v-
8 SWAG BUILDING _ _ \ I _ I I ' I
�/ I .4. v I
4 . j��2��F. � `�� 4�_ 3 I RAMP ! - - -�---- ------ -----------�--�-------------------- �I ''
! NEW 300 S F TOTAL I
I�� II� I • '�'
� 9
F = 2 LC� / 42.4 - -- II i L BUILDING EXPANSION /^
`v4i.1 I
-- I3 . 76 - -- 42_.4 MATCHING EXISTING � � � 1 j
1 l � I _� i BUI ING FFE .
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417 I ! ARE.p. L►M�TS 9oPrzV 36.8 40 7 ' INV. 37.6 I 1 I J ?
a btST 407 o00 ! I
415 ; o- 42 4 ` 4G.7 / I I 1 tiI i -j (6 M M
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50 SETBACK -
-- 4"
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40.8 \ ( CB# 1 so 0.4 _ I ! I ( �` W
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-
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- - -- - - _ -- ---- -- -- --- - - - 00� - 40 2 6 7 55 4 3 F, 50 4 41 -- -- -- - -�
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_-___._. W ..._-____ w __ w .- W __ w .- iw __.__ w ___- wr ____ w .-_- w _-__- w .--_- w -___.- wp-_'._- l -_,r- W --_- W -____- w -____- W - - W -___-. J -__._- - U YJ - YJ W _-
- w - - - w ---- w --- -._ w ..--- w -- -- w - - w -- o, T H OA I = 3 9 .5 8„ D. .P. w o� ! (�
34.54 - BOB`- KING BLVD.
� INV. - [
as S ..,�, °s °s �r as (NEW PUBLIC STREET 60 RIGHT OF WAY, p �'oL _ \ 9. 17 ' �' o
_ - D I MCP 0 .
24" RCP - - _ - _ -°s ....... °s °sras as- as " 67°55 - 6�-7:�/6J � � - - -- - - -- _ - - - - -- - { -- I� ;o � ,�3 ( . L .
- - - - -
_ - - -- ---
cis
-- - CAT B�s!N � 4 . �Ico I 12032
SITE DATA FOR EXISTING SITE PROPOSED NEW IMPERVIOUS AREA = 300 SF THRo T = 39.5 :- - t I - 'i 1 I 4 j&C7c � F� j DEL JST
TbT - > ► vl�-ruw � ARC• = 18rZt 3� -rZ = 640 - �a. © I - -- 36.��-- -- -- - - I PPRC�VED «o. N"s
TOTAL PROJECT AREA LOT 1 6.3 ACRES �-
_ _ - I V. .' o�w�.
- - - - -- - - - - ` _ L b 1 NORTH C RO!iNA ENVIRO EN L�' i
_ DISTURBED AREA 6.0 ACRES NOTES: - I i ' MANA EMENTCOMMrIS 10 !r j DA,� 4/1 ,/,2
- �0� I DIVISION N OF WATER QU LI
ALLOWABLE IMPERVIOUS AREA 233,300 SQ. Fr. (85%) 1 . I N FO WAfl 0 N SHOWN ON THIS P LA WAS I s<< . 2 r ,,,�;�•CA��'�'
EXISTING IMPERVIOUS AREA 2o1 ,s95 SQ. Fr. AQU'RED FROM ORIGINAL BOB KING I "h
23 465 SQ, Ff. 1 �)
BUILDINGS
S 164, 9 Nil
E ' 13o SQ. Fr. VOLKSWAGEN PERMITTING AND CONSTRUCTION 1 i ! s ��£��2
CONCRETE 14,100 SQ. Ff.
MIN. PARKING ALLOWED 164 SPACES
PLANS. FIELD VERIFY ALL GRADES, UTILITI `, �,� -I --,y
MAx.PARKING ALLOWED 246 SPACES ALLOWABLE IMPERVIOUS CALCULATIONS: ETC. \ n r I --ti � ,-
PARKING PROVIDED 246 SPACES (5 HC) LOT 1 LOT 2 TOTAL i
INVENTORY PARKING PROVIDED 100 SPACES SITE AREA: 6.3 0.4 6.7 E)j
_ _TOP � '�J . `J r
i - I ( r
TOTAL PARKING PROVIDED 346 SPACES (5 HC) ALLOW. IMP. %: 85 85 85 2. NO WETLANDS EXIST WITHIN SITE AREA. I I I ►� �► (I
CA
ff
LANDSCAPE REQUIRED 13,130 SQ. Ff. ALLOW. IMP. AREA 5.4 AC. 0.3 AC 5.7 AC I V/"'�ILE : 1
s 233,300 SF 14,800 SF 248,100 SF
LANDSCAPE PROVIDED 13,975 SQ. FT.
0 20 40 60
ZONING RB

2006 APPENDIX B
BUILDING CODE SUMMARY
L
Name of Project: BOB KING VOLESWAGEN SERVICE ADDITION ALLOWABLE HEIGHT e
Address: 5115 NEW CENTRE DRIVE.WILMINGTON Zip Code: 28403
ALLOWABLE INCREASE FOR SPRWIO.ERS SHOWN ON PLANS CODE W
Proposed Use: CAR DEALERSHIP
MTl_ ROOFING Owner Authorized (TABLE 503) REFERENCE
/ Agent: HALE WILDINGPhone: 910.313.2468 Email: [e-mail] Type of Construction Type: H-B Type: H-B
Owned by: ❑City/County Iy,Private ❑State _ Building Height in Feet Feet: 55 Ftet= H + 20' = - 24'
Code Enforcement Jurisdiction: ❑City Ly)County NEW HANOVER El State Building Height in Stories - : 3 Stones+ 1 = - Stories: 2 Q I'
v
LEAD DESIGN PROFESSIONAL: H. BlairGoodrich FIRE PROTECTION. REQUIREMENTS- W
DESIGNER FIRM NAME LIC. # TELE. # EMAIL H
Life Safety Plan Sheet#,if Provided
Architectural Goodrich Architecture PA H. Blair Goodrich NC 7434 910.343.1065 [e-mail] BUILDING ELEMENT FIRE RATING DETAIL DESIGN# DESIGN# DESIGN#
Civil _ SEPARATION REQ'D PROVIDED AND FOR FOR FOR
® t1
Structural Dudek Consulting� Bob Dudek NC C1489 910.762.1515 [e-mail]
DISTANCE (w1_' SHEET# RATED RATED RATED
3" BLANKET INSUL g Engineers, PLLC David Hahn NC 023551 910.791.4000 [e-mail] (�� ��) ASSEMBLY reNEmnnoN JOINTS
Plumbing MCBH Structural Frame,
Mechanical MCBH Engineers,PLLC David Hahn NC 023551 910.791.4000 [e-mail] including columns,girders, 0 0
Electrical MCBH Engineers, PLLC Duncan McFadyen NC 008433 910.791.4000 [e-mail] trusses
Fire Alarm Bearing walls
Sprinkler-Standpipe Exterior
Retaining Walls North 0 0
BOB KING VOLKSWAGEN ( >5' High) East 0 0
Other west 0 0 W
South 0 0 3 Z
- 2006 EDITION OF NC CODE FOR: ❑-New-ConstructionAddition 0 Upfit Interior W M D
EXISTING: ❑Reconstruction El Alteration El Repairtions Repair Montions Walls and er m O
Q � N r J
SERVICE ADDITION CONSTRUCTED ORIGINAL USE: RENOVATED: CURRENT USE: Exterior Walls N 000
STEEL'T GIRT North 0 0 -1 n o
East 0 0 J Z q of o
BUILDING DATA171 5115 NEW CENTRE DRIVE 0 0 N Z ° m a
3" BLANKET INSUL CONSTRUCTION TYPE: ❑I-A II-A ❑III-A ❑N ❑V-A
Interior Walls and Partitions H O m D O
I-6 II-$ ❑III-6 ❑V-B Floor Construction l7 yj °' D
WILMINGTON , NC Mired Construction: No El Yes Types including a djoist supporting Z D x t7
� beams and gists 0 0
x SPRINKLERS: 10 No ❑Partial Yes ❑NFPA 13 ❑NFPA 13R ❑NFPA 13D Roof Construction 3 i` 4
METAL SIDING LU inducing supporting D
J
a STANDPIPES: �}NO ❑Yes- Class: ❑I ❑II []III ❑Wet ❑Dry
L iL berms and olSts 0 0
CDFIRE DISTRICT: NO ❑Yes FLOOD HAZARD AREA: NO []YesShaftSEfid005Ure04
Fait A NA W
Shafts Enclosure-Other_ _. N A_ .._ N/A _.____ Ir1.
BUILDING HEIGHT: Feet 24 No. of Stories -
Corridar Separation N A N A
MEZZANINE: 56No ❑Yes occupancy EXIST EXIST
GROSS BUILDING AREA: Party/Fire Wa11.Separation t N/A N/A
Smoke Barrier Separation I N/A N/A o
FLOOR EXISTING (SF) NEW (SF) SUB-TOTAL(SF) ITenarit Separation I N/A N A CD
6th Floor linddental Use Separation N A N/A
Sth Floor * indicate section number permitting reduction Z �2
Z
4th Floor
3rdFloor LIFE SAFETY SYSTEM: 0 _Z3
H 2nd Floor 10,060 (BUS. 3119 STOR.1568) 10,060 Emergency Lighting: ❑No Yes L�
Mezzanine Exit Signs: 4 No Yes Q F
1st Floor 9447 (BUS, 6328 STOR. 8492) 1,770 11,217 Fire Alarm: (yJ No ❑Yes [] W
s-TL LAYOUT PER STL DRAWINGS m Basement Smoke Detection System: mm No ❑Yes Z W
TOTAL 19,507 1,770 21,277 Panic Hardware: ❑ No (L�Yes Q
ALLOWABLE AREA EXIT REQUIREMEI`:TS: J
J
MAINFRAME BEYOND
PRIMARY OCCUPANCY: Assemb NUMBER AND ARRANGEMENT OF EXIITS a m
ly: ❑A-1 ❑A-2 ❑A-3 ❑A 4 ❑A-5 0 Q
❑Business ❑Educational Factory: ❑F-1 Moderate ❑F-2 Low BOOR,ROOM,TI MINIMUM TRAVEL DISTANCE EGRESS 1,3 ARRANGEMENT OF N 1014.F
SPACE DESIGNATION NO.OF EXITS EGRESS 1•a (SECTION 1014.2) > Q /�
�/
SHOWN ALLOWABLE ACTUAL REQUIRED ACTUAL
Hazardous: ❑H-1 Detonate ❑H-2 Deflagrate ElH-3 Combust ❑H-4 Health ❑ H-5 HPM REQIR® ON PLAN DISTANCE DISTANCE DISTANCE DISTANCE
(TABLE SHOWN BETWEEN SHOWN Q
Institutional: ❑I-1 ❑I-2 ❑I-3 ❑I-4 101s.1) ON PLANS EXIT DOORS ON PLANS
REINFORCED CONC SLAB I-3 Use Condition: 0 1 ❑2 ❑3 El ❑5 S-1 REPAIR GARAGE 2 2 200' 74' 81' 84' Z W Z
PER STRUCT DWGS
❑Mercantile,1 Residential: ❑R-1 ❑R-2 ❑R-3 ❑R 4 U W
AS UZ
Storage: pU S-1 Moderate ❑S=2 Low 0 High-plied ' v G a,
Utility and Misc Parking Garge: Open Enclosed Repair Garage 1 corridor dean aids(section 1a16 3)
❑ ElEl [I 1 single aft(Table 1018.2) MANAGEMENT COMMISSION m � W Z_ �'
FOUNDATION PER STRICT DWGS / SECONDARY OCCUPANCY: Business a Common Path of Travel(Section 1013.3) DIVISION OF WATER QUALITY 0 Z Q
EXIT WIDTH ust 7+3 A6to (D U)
SPECIAL USES: 402 403 404 ❑ ❑ ❑ ❑ ❑ ❑ ❑405 406 407 408 ❑409 410 411 412 USE GROUP (a) (b) (c) EXIT WIDTH(in) ..
/ ❑ ❑ ❑0413 ❑414 ❑415 ❑416 ❑417 ❑418 ❑419 ❑420 171421 OR SPACE AREA' AREA PER CALCULATED EcRE5S WIDTHFA
ED WIDTH AMAL WIDTH
SPECIAL PROVISIONS' DESCRIPTION (sf) OCCUPANT - OCCUPANT PM OCCUPANT (SEC N1005.1) SHOWN ONPLANS
. ❑508.2 ❑508.3 ❑508.4 ❑508.5 ❑508.6 ❑508.7 ❑508.8 (TABLE LOAD (TABLE1005.1) b)xc SHOWN
1003.2.22) STAIR LEVEL LEVEL STAIR LEVEL
(�Yes 56 Separation: 2 Hr Exception: " j MIXED OCCUPANCY: ❑No EXISTING S-1 REPAIR GARAGE 11,830 300 40 N/A 2 8 N/A 72
❑Incidental sepal Use Separation t as a.1) o
This separation is not exempt as a NorrSeparted Use (see execeptions).
❑Non-Separated Mixed Occupancy(302,3,1) 1 See Table 1004.1.2 to determine wheal net or grossarea is applicable.
The required type of construction for the building shall be determined by applying the seememitian°area.Grote"and"Area Net° in.corn looz)
height and area limitations for each of the applicable occupancies to the entire building. 2 Minimum stairway width(Salto y Ncti;min.corridor widtlr(Section 10162);rvn:door w&10r(Sectian 1018:1)
9 PP Pa 9• 3 Minimum width�e�dt passageway(section 10202) .
TYPICAL WALL SECTION The most restrictive type of construction,so determined,shall apply to the entire building. 4 See Season 1004:Sfor cdrrvergug eXh
s The loss of are means of egress dw not reduce the aval aae capacity to less than so percent of the total required(Section 1005.1) Approved
Qj] ( Seperated Use (302.3.2) - See below for area calculations 6 Asserrd*occupancies(Section 1024)
SCALE: 3/4° For each story,the area of the occupancy Sub*t to NC
parr y shall be such that fine sum of the ratios of the ud Coda ComPi ar ar
actual floor area of each use divided by the alkwuable floor area for each use shall not exceed i. PLUMBING FIXTURE REQUIREMENTSQS�� '
WATERCLOSETS URINALS LAVATORIES SHOWERS DRIIJIO.NG FOUNTAINS
Actual Area of Occupancy A + Actual Area of Occupancy B < 1 USE MALE
ncy MIALE MALE FEMALE TUBS REGt1lAR ACCESSIBLE -
Allowable Area of Occupa A Allowable Area of Occupancy B - pay-RNG 1 1 1 1 1
GENSMAL__NOTES + + ..... _ < 1.00 NEW ;
1. DO NOT SCALE DRAWINGS.-USE W.RLTTEN DIMENSIONS ONLY SUBMIT TO ARCHITECT ANY , EMSTING S-18492 + NEW S-1 1770 = 11,830 REQUIRED 1 1 1 1 y
DISCREPANCIES FOR CLARIFICATION.
STORY DESCRIPT. (A) (8) (C) (D) (E) (F)
2. ALL WORK SHALL BE IN COMPLIANCE WITH THE NORTH CAROLINA BUILDING CODES. NO. AND USE BLDG AREA TABLE 503 s AREA FOR AREA FOR ALLOWABLE MAXIMUM
RECDGMED INDUSTRY STANDARDS,ALL MANUFACTURER'S RECOMMENDATIONS AND PER STORY AREA OPEN SPACE SPRINKLERZ AREA OR BUILDING ACCESSIBLE PARKING
a
ALL OTHER APPLICABLE CODES. (ACTUAL) INCREASE INCREASE UNLIMITED AREA LOT OR TOTAL#OF PARIONG SPACES #OF ACCESSIBLE SPACES PROVIDED ATTOTA IBI.E
PARICING AREA REQUIRED PROVIDED REGULAR WITH 5' VAN SPACES WITH
PROVIDED
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR BUILDING THIS PROJECT IN ACCORDANCE 1 S-1 11830 17 500 17,500 AcrEss AS[I F ACCESS AISLE " 00
o
WITH THE PLANS AND SPECIFICATIONS UNLESS HE RECEIVES A WRITTEN NOTIFICATION FROM EMSTINGce
THE OWNER OR ARCHITECT TO THE CONTRARY. lW m O
TOTAL
4, THE LOCATION OF THE EXISTING UTILITIES AND STRUCTURES SHOWN HERON ARE APPROXIMATE. 1. Frontage area Increases from Section 506.2 are computed thus: i]
IT SHALL BE THE RESPONSIBILTY OF THE CONTRACTOR TO VERIFY THE EXISTANCE AND LOCATION a. Perimeter which fronts a public way or open space having 20 feet minimum width =
(F) W
OF SUCK WHETHER SHOWN HEREON OR NOT. PRIOR TO ANY EXCAVATION AN` Y DAMAGES SHALL b. Total Building Perimeter= (P) SPECIAL E C FA L APPROVALSIt
BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. c• Ratio(F/P) _ (F/P) ..
d. W = Minimum width of public way= _ (W) SPECIAL APPROVAL:(focal Jursidiction, Dept. of Insurance, OSC, DPI, DFS, ICC, etc., describe below)
5. THESE DRAWINGS AND SPECIFICATIONS,AS INSTRUMF_NTS OF SERVICE,ARE AND SHALL REMAIN THE e. Percent of frontage increase If = 100[F/P-0.251 x W/30
PROPERTI'OF GOODRICH ARCHITECTURE, PA..THE OWNER SHALL BE PERMITTED TO RETAIN COPIES 2. The sprinkler increase per Section 506.3 is as.follows:
OF DRAWINGS AND SPECIFICATIONS FOR INFORMATION AND REFERENCE IN CONSTRUCTION WITH OWNER'S a. Muni-story building Is = 200 Percent
USE ON THIS PROJECT.THESE DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY ANYONE ON b.Single story building Is = 300 percent
ANY OTHER PROJECT WITHOUT WRITTEN AGREEMENT FROM GOODRIC H ARCHITECTURE PLUS 3. Unlimited area applicable under conditions of Sections Group B, F, M,S,A-4(507);
APPROPRIATE COMPENSATION.. Group A motion picture(507.9); Malls(402.6); and H-2 aircraft paint hangers(507.7).
STRUCTURAL, MECHANi-CAL , PLUMBtNGf
4. Maximum Building Area =total number of stories in the building x E(506.4) rz r�
6. THIS IS A LIMITED SET OF CONSTRUCTON DOCUMENTS. THE INFORMATION HEREIN ARE FOR GENERAL S. The maximum area of parking garages must comply with 4116.3.5. The maximum area of air traffic INTERIOR
O N DRAWINGS
INTERIOR LAYOUT AND BASIC DCTERIOR ASTHETICS. IT IS THE CONTRACTORS RESPONSIBILITY AND control towers mast comply with 412.1.2.
LIABILITY TO PROVIDE A STRUCTURALLY SOUND STRUCTURE,AND FLASHED PROPERLY FOR A WATER DETERENCE. \`
Jul- 2 7 2
01

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W
ADD NEW GARAGE DOORS
f
f
I I F
I� O =
EXISTING SHOWROOM, i< REMOVE EXIST WALLS
XISTING O
O � STOORAGE E
I� RAGE
5016F REPAIRGi-A 1-STORY
1ST FLOOR BUSINESS 6328 SF STORAGE 3476 SF I� ADDITION
2ND FLOOR BUSINESS 3119 SF STORAGE 1568 SF 11y 1770 SF
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I I I I I I NEW DOOR I I NEW DOOR I NEW DOOR I I NEW DOOR
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EXIST. DR 6020 W ce °
— ----------------------- --- H m
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EXISTING BUILDING M.O
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. . � FLOOR PLAN 2' N
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NEW DOOR NEW DOOR NEW DOOR NEW DOOR EXIST DOOR z w 0 �—
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32'-0" ADDITION m u 0 W
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32'-0"ADDITION
RIGHT SIDE ELEVATION
�
JUL 2 7 2010 Q
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00
ORIGINAL SITE PLAN PREPARED BY ANDREW & KUSKE CURRENT SITE DATA o
LEGEND: o °
CONSULTING ENGINEERS, INC DATED 15TH MAY 2000.
DRAWINGS FURNISHED BY OWNER'S REPRESENTATIVE. \ \ ! F TOTAL PROJECT AREA 6.3 ACRES
\\ /5 CINvlsOavH I REQUIRED PROPOSED EX. PROPERTY LINE _
DISTURBED AREA 6.0 ACRES SETBACKS: SETBACKS: PROPERTY LINE
ALLOWABLE IMPERVIOUS AREA 233,300 SQ. FT. (859) EX. SPOT ELEV mat
\\ / PROPOSED IMPERVIOUS AREA 201,695 SQ, FT. FRONT 25' FRONT 75.43'
\ / 3iSItl SS300Y a3AVd BUILDINGS 23,465 5Q. FT. BACK 15' BACK 74.67' PROP. SPOT ELEV �®
Approved Construction Plan ASPHALT 164,130 SQ. FT. CORNER SIDE 25' CORNER SIDE 237.11' WATER LINE
/ 1 CONCRETE 14,100 SO. FT. INTERIOR SIDE 0' INTERIOR SIDE 391.13'
Name Date @ / , ASIR ASPHALT SANTARY SEWER �-
4 / TO RE N ( MIN. PARKING ALLOWED 164 SPACES
PlanningMAXPARK ONVl 21VH PA KING PING ROVIDEDWED 246 SPACES 246 SPACES (5 HC) STORM SEWER ® ,�
Public Utilities $ti / ^ INVENTORY PARKING PROVIDED 100 SPACES ALLOWABLE IMPERVIOUS CALCULATIONS: CATCH BASIN z •>
O CLEARING MANHOLE M N
�p� / / \ p I UNT Q TOTAL PARKING PROVIDED 346 SPACES (5 HU LOT t ��
SITE AREA: 6.3 0.4 6. CLEANOUT • 0
LANDSCAPE REQUIRED 13,130 SQ. FT. ALLOW. IMP. %: 85 85 8 ----- O
Traffic �� � / LANDSCAPE PROVIDED 13,975 SQ. FT. EX. CONTOURS U
3TIY S53�Y I ALLOW. IMP. AREA: 5.4 AC. 0.3 AC 5.7 AC PROP. CONTOURS al
Fire // / ' r \ I ZONING RB 233,300 SF 14,800 SF 248,100 SF Ir
w
ASPHALT Ld
CONCRETE w
ONViS021tlH GRAVEL LLI
/ / ' ;' I ems• ' Ax INLET EROSION CONTROL
SITE
I R BOOK PROPERTIES352 PAGE 0085 CT / /; ' 6 1 \ s 2I3y S sB3L #`? I ALLOW. IMP.
AREA: a�
9.39 ACRES , 92q - S 67°5139 88W 149.88'
RBE NEW CENTRE KING e5 \ / a j ; �Dd+Y ys lL 29 q��A 15.00'
5011
DRIVE 1 I
COM-COMMERCIAL y
A \ { I 1
R04916-001-006-000 4 / / pS• \ I I \ 6 1
313820.90.8501.000 1 \ \ \ I I
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PROPERTY LINE IS00
j CLEARING LIMIT // `D 1 !;�i.�•'.. : • � / a�, /'\ cam'.*, ; \ \`O O. \ G I I 1 ..
D I in � b0� JERRY & MARILYN COOK I JERRY & MARILYN COOK I I 0 Z Z
`. 5019 NEW CENTRE DRIVE Z
5041 NEW CENTRE DRIVE I I I Z
`� \ COIN-COMMERCIAL A I 1 I
COM-COMMERCIAL a ¢ O o
d a R04916-001-028-000 _
70 J \ cPj R04916-001-006-001 E`er t I t�t1
a P �>i R I \ 313820.90.7293.000 313820.90.5163.000 w I 1 d Z �
13 9, \
` ssv LOT 2R
6 h Q o° ^6 0°' 1 \ \ 00
NOW OR FORMERLY 1 1.7 ACRES (GROSS) A I I j 3 O CCn o
W LESS 0.09 ACRES R I ( I
/ u 0.98 ACRES (NET) I
gip;r Qoy^ate DEED BOOK 1665 PAGE 798
> m y5 \ F I I
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o�>z a, �` 9�O o Ip 3 ' CUR / �\\ _ -43 2 _ h" _ - - - i91.99' - - !A �9 -299.31' - - - - - - - F P.
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26.7 135' 135' 81' 7 ' 21 I 1 0 > C
z\'00 R=1 �j G
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LL1I __ }n I ' I ` I STORMIWATER MANAGEMENT PLi
24' e' za a I ry5 I s, ^141 I i I I APPROVED
vro ect No.-----
I I ANHOLE\ \\ U - 1 R� nP R.�?S� l p CITY OF WiLLUNGTOM1 pg3
I I _ 3'a\ w 2 34.8' 9' 126' �? I o - 1 1 c. E
li OUT20#08 " �,Ya N 20° • S I I I i ENGINEERING L'SAA4iT ENT I o o ~ g i?
I I m• u3 \� y \ h Rat a � Re15. 1 R' \ 162' 1 DATE 9 PE i c
wAc�v SETBACK
F�5 6 4 - --- - - 9 - - - - Z�v f `=04
T @ --- - o o z -'
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. .$ - - a _ i QQ c c e a '.63
m��rn I \ \ \ N 4- PRIOR R � i ��O N a 24 la 1 I I �oG°�'� m„ry
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No�y� I � 7 tSa R: 7rT 45 \ EXI�TIN FIR - n,�i,3F� LU
N I A z o I I I N � $ �S' 14 14 1b I R-31 '\ c`+ o HYDRAN�f e m a
gol>D� I LOT 2 \ � ' - - — — - - - I P — `
00 I I I 0. 4 ACRES + \ - - - - - - - - - ` _ - - - - T TT - - TIZEETY - -1 — - ----- --
x I 1 BOB KING \ ry -. ., . i s
W ,i x
o I ROBERT & MARTHA KING i I I II
• m I 1 5011 NEW CENTRE DRIVE \ I EXISTING FIRE HYDRANT -r - 13 \ FI P.vP
I COM-COMME AL BOB KING DRIVE f aoxE
R0491 6-001-0�-000 \ - _ I _ DAPPLE T.
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313820.90.8501.000 \ 4
126 738' 9' 36' 'rb1,,aAR '\ 9.17' #3 I�i C50' PUBLIC R/W>
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3NOlS Ol0 ys'+i
— — — S 67.55'43^ # tk
(14NORESS/ECRESS/ACCESS ROBERT & MARTHA KING \
AND i1TILIii EASE3IENT) 5011 NEW CENTRE..DRIVE
PROPOSED BOB ICING RIW COM-COMMERCIAL 1 = 1
R0 491 6-001-006-0 00 I REV. #3 - 7/12/00 - DRIVE STRIPES, SIGNS
EXISTING SITE PLAN AND �PPf R�► 313820.90.8501.000 I REV. 2 - 6/15/00 - SAN SEW., LIGHTS. TR : c.
1.19 ACRES (XINC PORTION) I
REV. 'I - 4/74/00 - GRADING, SD, WALK`"'
-40 N ASPHALT PARKING 'Ev% ► ,,:$'`�
�y R & R CO WILMINGTON, LLC R04916-001-014-000 FINAL DESIGN
4" DOUBLE YELLLOW. s C?"5fD• . ` - 4951 NEW CENTRE DRIVE 313820.90.5900.000 RELEASE FOR CONSTRUCTION
YELLOW— 4" W WHITE TE
CENTERLINE WITH LANE LINE COM-COMMERCIAL -
6" SEPARATION Project No. V$017
OPTIONAL GRAPHIC SCALE �I 2 7 2Q10 Drawn By SEM
12 12 12 CITY STANDARD 40 0 so 40 a
PAVEMENT MARKING Checked By JKK
"` '' - Issue Date: 09.22.08
ARROWS
NOTE: THE THREE DRIVEWAYS ON BOB KING DRIVE WILL
RAMP—TYPE DRIVEWAY BE MARKED IN ACCORDANCE WITH THE MANUAL EXISTING SITE PLAN (',, '� 00
ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 1 inch = 40 tL
NOT TO SCALE
I

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H ag SITE �� cr a Qrr�ya�\ i CLEARING LIMIT 1S A%'>' w rr�byQ PROPERTY LINE IS \ 4
r \ RSA 9 A- Q 10`� ( 4 -
CLEARING LIMIT q, q�/ � o
ep
/ r 9 \ � S
VICINITY MAP I' (��t - � RELOCATE EXISTING WILLOW OAK. 5' 68° ' 2 X
I �Y �' - - S 68 2 w
PROTECTION BARRIER TO BE PUT \ Ld
s• 24' ( 15120 SF
AROUND AFTER RELOCATING) 6• 24' 15120 SF w
EXISTING Z6 135 135 25 7 1 135' 135' w
��WILLOW OAK 2650 SF 2650 SF
390 SF 390 SF
� 1 >
� z EXISTING BAY BUSHES TO BE RELOCATED
EXISTING \I I , ' , � �6 �� N Jvy 32 LF OF NEW 5' SIDEWALK
CREPE MYRTLE h v: b . �' �.9 �' 6' DOUBLE DOOR
z s_ SAWCUT AND REMOVE EXISTING CURB us
I II SO, : .J R� a
,:
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z i3` y FH L" I s w.o fl c� «....;, ..,
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o u 14.820 S.F. ( �' N 14,820 S.F.
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oa III m / 5 9' COMPRESSOR = 4Z.CJ Q �.(Dz z = 42•`J,
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COMPRESSOR �'z F
M S T BE RELOCATED `' SHED in�.o Cf N
z III �} m o PAVEMENT PATCH (MATC E G I �¢
III ' y r I - I O I ,�h I c�
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I IIII PROPOSED - ¢ Z
REMOVE EXISTING �•• �/ �b ��� �� O .• �
I III II I CREPE MYRTLE I \ - - 2 OVERHEAD DOORS TO EXISTING BAY I - -a o
I CONCRETE PAD AND - v I-
I III NOTE: 1 24' 9' 24' REMOVE ASPHALT FROM 6' DOUBLE DOOR S� 1 24' 2 OVERHEAD DOORS TO NEW BAY
\ GROUND COVERING \ ( BENEATH PROPOSED DRIVE AND PARKING AREAS 12 1 e��R I ��\ y
1 IN ALL EXPOSED AREAS \ ( 12 LF OF NEW CURB & GUTTER g W
CJ I CREPEINMYRTLE r�\\ 1 - \ BUILDING ADDITION AREA. y .` . _. ' - r �r _� 4 _ O3 p CO 3 0
,: \ �} AREA NOT TO BE USED FOR PARKING 'y
,�,, I e� REMOVE THESE 10 PARKING SPACES •I' y� ED PIN 3138209085010000
I IIIII I � R,�Q. ® � H3 �� 5 ' � ti R>>0, R=5' # 31� 6.
L I EXISTING �5 PRIOR SETBACK �y 9' 4 _ 5 PRIOR SETBACK
@� WILLOW OAK ����- _�_ _ _ _ __ _50'_SET_BA_C_K_ _ __ R - ____ Z
/II — — T a
n a EDGE OF ISLAND TO BE CUT BACK R�� �ih Fgo N 36'Lit z4,� / c --- - - -- -- 5tJ SETBACK- - ---R 3 y10 _ _ ' -- - -4,y
co N N 13.4 C Mf �P y N 13.42
EXISTING BAY BUSH TO BE RELOCATED 24.6'
`L Q' y. �.'L C•
24.6'
LANDSCAPE PLAN � � R�¢R-3 14 © 14 C � s R�¢R� 14 14 C z
W J
-A A tfl I 's 1 6
18 PROPOSED INKISORY HHOLLY SHRUBS, 3 GALLON • . :. — -$ •l•• — — — U
PLANTING: MIN. HT. 18' _ 7
y 4
p :. .
4J 10 EXISTING INKBERRY HOLLY SHRUBS ,.•. • ^ . -. . J' •.: . " • i' •,.•.,.•:• - w
f27 8 HC SipVS
STANDARD: HT. SI SPREAD 2'-3' lq4 N lb
Q 12 PROPOSED BLUE RUG JUNIPERS -L;' ••; : ': ,-('`% . M Z U)
PuwTINQ MIN. HT. 4 XISTING FIRE HYDRANT �J� BOB KING DRIVE 13 XISTING FIRE HYDRANT ;rl B 0 B KING DRIVE 13
4 PROPOSED OLEANDER SHRUBS \ '''
PLAN71NQ MIN. HT. 1t1• EXISTING BUILDING � Q W O �
I PLANTING: CREPE MOUE' 2-1/2' CAL.. 1 _30 PROPOSED BUILDING ADDITION O W U UI a
2 EXISTING MALLOW OAK, 2' CAL (MIN) V=30' GRAPHIC SCALE > Z LLI
STANDARD: HT. 70" 100' SPREAD 40-OW S
PLANTING DISTANCE 25' BETWEEN TREES JD 0 15 30 00 G
AND 15' FROM BUILDING ■ ' W J W
2 EXISTING CREPE MYRTLE TREES, 2' CAL (MIN) THE CURRENT DRAINAGE PASSAGE DOES NOT ALLOW THE USE OF DEPRESSED `/ > Z j
STANDARD: HT. 15'-20' SPREAD IW-15' CURB AND ISLAND INFRAIRATION. C�
PLANTING DISTANCE 12' BETWEEN TREES ( 1N FEICT Z O
AND 6' FROM BUILDING z
NOTE GROUND COVER TO CONSIST OF ST. AUGUSTINE GRASS TOTAL PROJECT AREA 6.3 ACRES 1 inch - 30 rL —
SOD (AREA HATCHED) AND ALL ADDITONAL AREA SHALL HAVE W LO
DISTURBED AREA 3,000 SQ.FT. � Ln �
PINE OR CEDAR MULCH. REQUIRED PROPOSED ALLOWABLE IMPERVIOUS AREA 233,300 SQ. FT. (85%) 0
PRIOR TO ANY CLEARING, GRADING, OR CONSTRUCTION ACTIVITY, TREE WATER CAPACITY CALCULATIONS BASED UPON SETBACKS: SETBACKS: PROPOSED IMPERVIOUS AREA 201,185 SQ. FT. M
PROTECTION FENCING WILL BE INSTALLED AROUND PROTECTED TREEES 25 GAL. PER DAY/PERSON/SHIFT FRONT 25' FRONT 75.43' BUILDINGS 26,031 SQ. FT. LEGEND: DRAINAGE PLAN W
OR GROVES OF TREES. AND NO CONSTRUCTION WORKERS, TOOLS, MATERIALS BACK 15' BACK 74.67' ASPHALT 161,000 SQ. FT. _ _ APPROVED O
OR VEHICLES ARE PERMITTED WITHIN THE TREE PROTECTION FENCING. GPD PERSONS TOTAL CORNER SIDE 25' CORNER SIDE 237.11' CONCRETE 14,154 SQ. FT. EX. PROPERTY LINE - _ CITY OF WILMINGTON
WATER (CURRENT USE) 25 42 1,050 INTERIOR SIDE 0' INTERIOR SIDE 391.13' MIN. PARKING ALLOWED 164 SPACES PROPERTY
P�EROTYLLL�
OR 00
NO CONSERVATION RESOURCES ASSOCIATED WITH THE PARCEL NOR ANY WATER (PROPOSED USE) 25 42 1,050 NUMBER OF BUILDINGS ON SITE 2 MAX. PARKING ALLOWED 246 SPACES STORMWATER DISCHARGE
RARE AND ENDANGERED SPECIES IN ACCORDANCE WITH THE NORTH EXISTING BUILDING S.F. 14,820 S.F. PARKING PROVIDED 236 SPACES (5 HC) PROP. SPOT ELEV �® PERMIT NOT REQUIRED
CAROLINA WILDLIFE COMMISSION. SEWER CAPACITY CALCULATIONS BASED UPON PRIOR APPROVED S.F. 9,441 S.F. (UNBUILT) INVENTORY PARKING PROVIDED 100 SPACES WATER LINE rw
125 GAL. PER DAY PER PLUMBING FIXTURE TOTAL 24,261 S.F. TOTAL PARKING PROVIDED 336 SPACES (5 HC)
GENERAL NOTES: GPD FIXTURES TOTAL LOT COVERAGE % 8.84� STORM S SEWER -n--
_ LANDSCAPE REQUIRED 12,880 SQ. FT. STORM SEWER ®'•�� SIGNATURE DATE
SEWER CURRENT USE 125 2 250 PROPOSED ADDITION S.F. 1,770 S.F. LANDSCAPE PROVIDED 14,485 SQ. FT. CATCH BASH ■ Project No
-----
NEW THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMIL2tD WITH ( ) NEW LOT COVERAGE % 9.49%
EXISTING CONDITIONS AND WORKING CONDITIONS. ANY DISCREPENCES SEWER (PROPOSED USE) 125 2 250 CAMA LAND USE URBAN ZONING RB MANHOLE • a r)
WITH THE DRAWINGS SHALL BE BROUGHT TO THE OWNER'S
CLEANOUT • p L
REPRESENTATIVE- Approved Construction Plan
I DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL WATER AND SEWER CAPACITY PROPOSED SITE DATA EX. CONTOURS ----- ----- W g s.ur
SHALL BE REMOVED FROM STE AND DISPOSED OF IN A PROPERLY PROPOSED SITE DATA
PROP. CONTOURS 41 Name Date N z a a f o-
PERMITTED FACILITY. e
3. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION ASPHALT O z z °
OF ALL EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING EXISTING TREE CONCRETE --'"� Planting o ee Q oYgH
m n €ava
ANY EXCAVATIONS IN OR ALONG ROADWAY RIGHT-OF-WAYS, PUBLIC AREAS Z h f o 0 44ga
OR IN PRIVATE EASEMENTS, THE CONTRACTOR SHALL PROVIDE PROPER I. SIDEWALK THICKNESS SHALT. BE 4" UNLESS NOTED OTHERWISE. GRAVE Public Utilities „� a a 1 3 ag
MET EROSION CONTROL LL a g z
NOTCE TO ALL UTILITY COMPANIES IN CONFORMANCE WITH THE 2. CONTRACTION JOMIrS (C.J.) SPACE SAME AS SIDEWALK WIDTH. 1/8"R TOOLED ® Traffic W InI,
'UNDERGROUND DAMAGE PREVENTION ACT', LATEST REVISION. UTILITIES, 3. THICKEN SIDE#" TO 6' AT DRIVEWAYS. JOINT
IF USTED ON THE DRAWINGS, MAY OR MAY NOT REPRESENT ALL UTILITIES 4. THICKEN SIDEWALK TO 6' IN LAST 3' WHERE IT ABUTS PAVEMENT Fire
WITHIN THE LIMITS OF CONSTRUCTION. WRH NO CURB-
I.4. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE 5. 1L/Z-'-E_X?ANSION JOINT (E.J.) REQUIRED AT 50' bill AT SIDEWALK � .`: U E Y
DISCONNECTION/RECONNECTION AND/OR THE RELOCATION OF EXISTING JIIWMN:S, AT STRUCTURES. AND AS NOTED ON SITE PLAN. a
UTILITY UNFS WITH APPROPRIATE PERSONNEL 6- PROVIDE A LAYER OF 15�y BLDG. FELT BET,�N WALK AND ADJACENT a I 2'-0 `s`sI
5. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE PARAWNG CURB OR STRDCTURE. y\ �� �/` I 1 1 1' ag
zL.E»
FURTHERMORE, THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR 7• REINFORCE w/6x6-10/t0 W.W,.tA. rt' I 1'-4.5" If 0 -4.5 sP
OUESTIONS TO THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. ••R
ry=saE
S. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REWIRED TO "„89c
CONSTRUCT HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER. 1 2" EXPANSION DRIPLINE 1"R
7. ALL PAVEMENT. BASE, AND SUBGRADE SHALL CONFORM TO NCDOT J�INT MATERIAL I
STANDARDS INCLUDING WORKMANSHIP, MATERIALS, AND EQUIPMENT. �B 50' MAX. SPACING EXPANSION JOINT (E.J.) 1 I 3' MIN. STAKE 1 "R
APPROPRIATE BARRACADES, SIGNS. LIGHTS OR OTHER TRAFFIC CONTROL HI ~I—HEADS ABOVE ., `' . . " , o
DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT TO MAINTAIN PROTECTI rt
SAFETY AND TRAFFIC MOVEMENTS BARRIER
B. ALL AREAS SHALL GRADED FOR POSITIVE DRNNACE THE
' .: • •� . .
u7
CONTRACTOR SHALL REPORT ANY DISCREPENCIES TO THE ENGINEER PRIOR • ..:• �1/B'R 7 .XVtN1 '—� 11 �" p ' , .Q, ,, �. •• S • �.
T) INSTALLATION. ALL AREAS SHALL SLOPED TO DRAIN AWAY FROM '. , ,.
THE BUILDING AT ALL TIMES O
9. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS PAINT - 1
SHALL BE CHLORINATED RUBBER ALKYD. FS TT-P-115, TYPE III. FACTORY I r�l� `1 �ffi • RV�" +`4.
MIXED. QUICK DRYING. NON-BLEEDING. REFLECTIVE MATERIAL MAY BE 'y �. • ~ r �v '� -'1 •�•� I-�1 Iti• Y� lL I I .� s 1 �� ( �� , .75 WHERE CENTER MEDIAN CURB IS REQUIRED
ADDED AT OWNER'S OPTION FOR NIGHT REFLECTING. '�:_ .i-�''�—^• GUTTER SHALL SLOPE AWAY AS SHOWN
10. CONCRETE FOR WALKS. CURBS DRIVES. ETC. SHALL HAVE A MINIMUM tF �Ev1 e�
EfJ,JdtiJt#1�9.
COMPRESSIVE STRENGTH OF 3000 PSI O 28 DAYS - AIR ENTRAINED. -' - FINAL DESIGN
NOTE RELEASE FOR CONSTRUCTION
_ 11. SOLID WASTE DISPOSAL TO BE HANDLED BY ON SITE WMPS7ER. � .. CONTRACTION JOINT (C.J.) TREES TO BE SAVED WILL BE CLEARLY MARKED PRIOR TO CONSTRUCTION AND A CURB DETAIL (MATCH EXISTING)
1S AIR DIMENSIONS TO BE FACE OF CURB UNLESS OTHERWISE NOTED. PROTECTIVE BARRIER IS TO BE INSTALLED AT THE DRIPLINE. Project No. V8017
I& ALL SIGNS AND PAVEMENT MARKINGS IN AREAS OPEN TO PUBLIC BLDG.-STRUCTURE NOT TO SCALE -
TRAFFIC ARE TO MEET MUTCD (Manual an Uniform TraflR Control Dev cim) DRIP LINE — THE AREA OF SOIL DIRECTLY BENEATH THE TREE EXTENDING OUT TO Drawn By SEM
STANDARDS PLAN THE TIPS OF THE OUTERMOST BRANCHES. 1UL 2 1 201©
Checked By JKK
UT ALL UTILITIES ARE APE FEAR
NO NEW UTILITIES AS O ADDED. METHOD O F TREE PROTECTION DURING CONSTRUCTION _
UTILITIES OWNED BY.R CAPE FEAR PUBLIC UTILITIES ASSOCIATION. -.-_ - - --' Issue Date: 09.22.08
15. ORIGINAL SITE PLAN PREPARED BY ANDREW dt KUSKE
CONSULTING ENGINEERS. INC DATED 15TH MAY 2000. SIDEWALK JOINT DETAILS SD 1 5-08
DRAWINGS FURNISHED BY OWNER'S REPRESENTATIVE NOT TO SCALE NOT TO SCALE SITE PLAN
0 0
1
• I

I
PART OF A
SET OF DRAWINGS CONSTRUCTMgNTHESE EA DOCUMENTS
S. LEGEND:
THAT INCLUDE BOTH PLANS AND
NOTES: SPECIFlCATIONS. EACH IS DEPENDENT
• a, UPON THE OTHER AND NEITHER IS TO
SITE DATA
- - - BE USED INDEPENDENTLY. THE
_ \ ` �� 1. THERE ARE NO 404 WETLANDS IN THIS SITE. EX. PROPERTY LINE ARCHITECT OF RECORD DISCLAIMS ANY
SCALE: 1 - 3 0 \ ` \ 1(44 ' - LIABILITY FOR PROBLEMS THAT MAY
\\ ,b i I PROPERTY LINE TOTAL PROJECT AREA 6.3 ACRES ARISE DUE To THE USE of ONE
I 2. NEW SPOT ELEV. SHOWN ARE TOP OF WALK, TOP
EX. SPOT ELEV WITHOUT THE OTHER.
o ao s0 90 `\ \\ \ �920 3 � �' j OF PAVEMENT OR TOP OF PAVEMENT/GUTTER AT � °R DISTURBED AREA 6.0 ACRES
' TURNED DOWN WALK/CURB E GUTTER LOCATIONS. at3
OLVEMENT
SITE �A \\\\ 8� �<980 ' PROP. SPOT ELEV ALLOWABLE IMPERVIOUS AREA 233 300 SQ. FT. (85%) AND THE INITIAL COMPLDUE TO THE CONSTANT EXITY OF THE
3. ALL PERSONNEL AND GARAGE DOORS TO HAVE AMERICANS WITH DISABILITIES ACT
<v \ \\ \ \ '� WATER LINE 2'W PROPOSED IMPERVIOUS AREA 201,695 SO. FT. (ADA> THIS DOCUMENT DOES NOT
ti A 0.1' STEP DOWN AT FACE OF BLDG.. HANDICAP BUILDINGS 23,465 SO. FT.
I X $$ REQUIREMENTS ENTS OFC THIS LACT.WAS THE
\ , alv�isaalvH -- N � I ACCESSIBLE DOORS AT TWO SHOW ENTRANCES TO SANITARY SEWER N ASPHALT 164130 SQ. FT.
� ARCHITECT AND OR ENGINEER IS NO
HAVE A 0.5' STEP. STORM SEWER CONCRETE 14,100 SQ. FT. LICENSED To INTERPRET LAWS, THE
N OWNER SHOULD HAVE THEIR LEGAL
3�siv ss3�w �nvd o 4. SIDEWALK GRADE AT TURNED DOWN WALK COUNSEL MAKE A DETERMINATION AS
d J �' \ \ � ° D = AROUND BUILDING TO BE 0.4' ABOVE TOP OF CATCH BASIN ■ MIN. PARKING ALLOWED 164 SPACES To THE COMPLIANCE WITH ADA AND
Pj �o "� \ \ , \ MAX.PARKING ALLOWED 246 SPACES OTHER LAWS.
�w \ I D ��� PAVEMENT GRADE SHOWN, EXCEPT AS NOTED MANHOLE PARKING PROVIDED 246 SPACES (5 HC)
XISTING
REMAIN
I • o��_ AT NEW CAR DELIVERY DOOR. CLEANOUT •
MA \ � _ INVENTORY PARKING PROVIDED 100 SPACES
M, - oo - aNvdH - 5. ALL WORK WITHIN BOB KING BLVD. R.O.W. BY OTHERS. EX. CONTOURS - - TOTAL PARKING PROVIDED 346 SPACES (5 HC)
���� o ` CLEARING \ i PROP. CONTOURS 41
LANDSCAPE REQUIRED 13,130 SQ. FT.
� / �v LIMIT vv ASPHALT LANDSCAPE PROVIDED 13,975 SO. FT.
��`�� TEMPORARY SILT FENC / \ \\ I CONCRETE ZONING RB
LOCATION MAP \� 3IV ss3��d a
I \ GRAVEL '•' '• `•`•`• at
4 Cb
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ALLOWABLE IMPERVIOUS CALCULATIONS: co
LOTLOT TO z E
1 T 2 TOTAL W M M 3
" R k R PROPERTIES TRACT" / 5SF a a w cad 9g NA �8� 1 AI o �o
/ at1 _ __ ` 2� Ij y > I SITE AREA: 6.3 0.4 6.7
� ROOK >3,5� PAGE 0085 / - - _ �� `9,7,9��9�j� 3q OS2 5�� #36 ALLOW. IMP. %: 85 85 85 1-
W W Z c
9. 39 ACRES p 'J _ _\ , 41. ,tta9 \ � = I� `9�q S 67°55'16" W >49.88 ' 3d. � ALLOW. IMP. AREA: 5.4 AC. 0.3 AC 5.7 AC a � Y�°:°;o
A � _\�- _ - - _ - 1 - - 134.88- - a I o NCO a
M,ss.�e s 233,300 SF 14,800 SF 248,100 SF z i
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/ d ' TOPO THIS AREA FROM DESIGN" 155140
PLANS`FOR EXISTING HARDST%AND-
NO FIELD TOPO DONE.
PROPERTY LINE IS 42. / 2•
CLEARING LIMIT CB#6
RIM 40.1 J o C� \
A 0? INV 372 '
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--- - -- _'� PROPERTY \ \ 88.49 ,, 1 . `. 3 F 7 4
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--- THROAT = \ �� RIM 40.3 \ � : L� 0 SF I I i
_ INV. = 33.14 <. INV 35.6 - - - 412 \ }, I I ! Z
- _ T T q
TURN H \
/� 42. �1 DOWN 41 4 41 w Ii
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40. \ 42. AT SIDEWALKS 41.1 S ��l I FN-
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RECEIVED W
V I m o n I I
BY OTHERSV V OS,F V o oqL 42. Y \ \ 0
a° ss ,,_,,... • \ APR 19 2000
40. \ 41.2 2.4 I NEW f. R - - cO v o DW@ Q
A 1. T � PROD#
T SIDEWALK DELIVERY o 1n 2 .0 41. Tl
r • v 42._ 42. 24 A m , I:
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I INV_ OU- = 3�.08 �t': T s_', A �� 41. o 0.6 RIM 40.1 ° i
INV. 37.6 11'
'o.�q_ �,' C'o ry I �. 5' SIDEWALK AF
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q - - - 9' 50 S V. 36.82 p DW�r
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I THROA- - 39.5 ° < �. INV. - z J�Ni�6AT=39� -8„ D. .P
INV. = 34z9y_ yr _ _ BOB KING BLVD. �� INV. = 365 - o v _ cg Q
see.=q¢ - - °OL �h _ �R �o ro 9. 17' Ij T - DAPPLE z
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APH 1 9 2000 CD CA
m z N
*WORK IN R.O.W. IS PART OF SEPARATE CONTRACT BY\ ss 'I" ' DA"CE PRINTED
TON 4� I 15 DECEMBER C 1
SEPARATE OWNER - SHOWN FOR INFORMATION ONLY. II
ti ASPHALT PARKING 0 1999
DWG FILE C:\JOBS-99\99091\99091MAIN I ' E 'I REV. #1 4114100
5 99091

</ - THESE DRAWINGS ARE A PART OF A
SET OF s• \ - . ry - TWIT INCLUDES CONSTRUCTION PLANS DOCUMENTSD/ r-- - LEGEND: SCALE. 1 - 30 SPECIFICATIONS. AND NEITHER DEPENDENT
E ERDE TO
s�g \ / - BE USED INDEPENDENTLY. THE
SET EX. PROPERTY LINE - - - 0 30 60 90 ARCHITECToO RECORD DISCLAIMS
PROBLEMS THAT ANY
PROPERTY LINE - - ARISE DUE TO THE USE OF ONE
WITHOUT THE OTHER.
O9 I , i ) EX. SPOT ELEV 40.87 41.3 SITE DATA
SITE `� 9S 1Ojq #�3 _ - " F PROP. SPOT ELEV DUE TO THE CONSTANT EVOLVEMENT
880�'" WATER LINE 20w TOTAL PROJECT AREA 259,230 SQ. FT. AND THE INITIAL
svo SANITARY SEWER SsDISTURBEDJ s Hr To�Cco P wm+ ui
y AMERICANS WITH DISABILITIES ACT
p /� STORM SEWER AREA 6.0 ACRES ARCHITECT AND OR ENGINEER IS H
REQUIREMENTS OF THIS ACT. AS THE
C� G R / ( OT
PROPOSED IMPERVIOUS AREA 201,695 SQ. FT. LICENSED TO INTERPRET LAWS, THE
CATCH BASIN BUILDINGS 23,465 SO. FT. SHOULD HAVE
MANHOLE • ASPHALT 164,130 SQ. FT. TONETHE COMPLIANCE WITHIADALEGAL
ANDCLEANOUT CONCRETE 14,100 SQ. FT. COUNSEL MAKE A DETERMINATION AS
OTHER LAWS.
EX. CONTOURS '-38- MIN. PARKING ALLOWED 164 SPACES
MAKPAw
EX. CO - - - - - -
246 SPACES
PROP. CONTOURS 41 PARK NGR PROVIDED KINC WED 246 SPACES (5 HC)
ASPHALT INVENTORY PARKING PROVIDED 100 SPACES
TOTAL PARKING PROVIDED 346 SPACES (5 HC)
21 R=25' CONCRETE
LOCATION MAP �` \ GRAVEL LANDSCAPE REQUIRED 13,130 SQ. FT.
/ INLET EROSION CONTROL LANDSCAPE PROVIDED 13,975 SO. FT.
"R &- R PROPERTIES TRACT" ® ZONING RB z o
nv-
BOOK 1352 PACE 0085
9. 39 -ACRES �s A I W W ,�',
9 p7 185 SF 99 _ od 0 1 Z a A�
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AND I TILIT EMENT) 1 �'fP S� a .. . .,, I l i I'PROPosED BOB o , J j \ r�� 14,024.8 SF - �. ,� y I I
� v \ o• I '`� I v I I
42.5 } w
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• jam, w, /rn�� `� R=1p, 3151 252.4' cal
SF 6- S EA E TSS 50 SF Pats -.+-9' TYP. 162 9 8 'i A �0 � �' -- - - - - - - 50_ SETBACK- - - - R,5 - - - - - - - - - - - - - - - - - �'
II h RO I A
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: e 210 s R,2S, N 14 N 14 6 � . E.
o LOT 2 \ ee N IHC HC C N o N 54 '49" v, . 3 s 2G v
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A
BOB KING
U
O \ cQ CA CH B o o
7H OAT = 3 LIT 13' 13 CATCH BASIN \ U ¢
34.54 13 B D B KING G BLVD. N 67°55'93' E 527.�3 7�55 a' 1 OAT 36 mil. 46 ' w O
s3 q�s0 CATCH 8 - - - - -r- - CB
T - 9' 36' - - - 9. 17' J T - _ w O A 0 z ¢
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ZN 60.
. . ... A iN : �� J Oz Z
o0� 1N3W 1NOW Po o ARCS 504.55'- - THRO-T3�9- o � cL
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S 67055'43" W CD U
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I
{
15 DECEMBER C 2
1999
DWG FILE C:\JOBS-99\99091\99091
99091

NOTE
I CONTRACTOR MAY USE BRICK WITH MAX CORAL T PER COURSE THESE DRAWINGS ARE A PART OF A
SET OF CONSTRUCTION DOCUMENTS
2 CONTRACTOR MAY USE ECCENTRIC MR UNIT Ox THAT INCLUDE BOTH PLANS AND
co cmSPECIFICATIONS. EACH IS DEPENDENT
` \ UPON THE OTHER AND NEITHER IS TO SEE PLAN FOR PIPE BE USED INDEPENDENTLY. THE
Y
i"
U ORIENTATIO ARCHITECT OF RECORD DISCLAIMS ANY
LIABILRY FOR PROBLEMS THAT MAY
Y 3 --T-- ARISE WE TO THE USE OF ONE
U W ------ ------- WITHOUT THE OTHER.
g FRAME AND GRATE ,--- -- T--- ; A A AND THE INITIAL COMPLEXITY
OF THE
DEWEY BROS. MODEL CH-BN-2001 AMERICANS WITH DISABILITIES ACT
Pp OR EQUAL !_.)-- CASTING = REPRESENT TO COMPLY WITH ALL
-- -�--- i NOTE: 2' X 2' DROP (ADA) THIS DOCUMENT DOES NOT
REQUIREMENTS OF THIS ACT. AS THE
I ARCHITECT AND OR ENGINEER IS NO
I , INLET FRAME & GRATE.
LICENSED TO INTERPRET LAWS, THE
SHALL BE HEAVY DUTY OWNER SHOULD HAVE THEIR LEGAL
GROUT CONC. COLLAR ; i H-20 LOAD RATED IF 1/4" WIRE MESH COUNSEL MAKE A DETERMINATION AS
IN GRASS AREA �------------------
IN` TRAFFIC AREA. TO THE COMPLIANCE WITH ADA AND
OTHER LAWS.
PLAN
26" MIN. CONCRETE CONC. COLLA ASPHALT PAVEMENT
BRICK IN GRASS AREA 5' STEEL POST
PLAN
N rt �I ° ELEV. VARIES STEEL ANGLE TYPE)f L f-1 SLOPE WITH ADJACENT
PRECAST SI E ASPHALT
STD. M.H. RING B COVER PRKAST a R�2 RrIG BRIG OR ASONR 6" VA IE 6" '" N
HEAVY DUTY H-20 !!ww
v/ U ci
LOAD RATED. LC J y.
PAST IN A&KLA LNTS WITH -------- I .C� ,C�.C� �/,C� ,hd o / / / / / ? c
DOT APPROVED s a>z oc FLOW � 0r W I � M v 0
--------
SEDIMENT CONTROL 3 m 0) rn E
a STONE T-6• 2 NOTES: La w „� I •-
p� z
MOR3/4'TAR SEAL ' 3000 PSI GONG. 4 ' - 1. SEDIMENT CONTROL STONE z Z
SHALL BE OR AND w zoo
SHALL BE AID FO AT THE Y o CC) o;Y
/\ \ \�\ ��/\\ \�/\ COMPACT SUBGRADE SECTION A-A CONTRACT UNIT PRICE PER z i w c
- #4 0 12" EACH WAY COCN. FIG. /\i /\i / / / //\/ /
M.H. OC a t-o T TON SEDIMENT CONTROL L t-- Z
MULTI-DIRECTIONAL FLOW STONE." o $ '
NOTE: PRECAST BOX rn rn a w w
TYPICAL CURB INLET SHALL BE HEAVY DUTY 2. WIRE MESH SHALL BE z
LOADINGDESIGNEDIN °TRAFFIC° SECTION INLET PROTECTION MINHARDA DESHALLH 19 GAGE HAVE 1/4-
cow. Q V
M" 24" CURB AND GUTTER NTS AREAS. NTS MESH OPENINGS.
i 6" TER DROP INLET DETAIL III II
LLARRMM THE ARGEST 8• > - III IIII
FORM PL W CHAM•a
_ /// IIIIII) IIIIIII
\ \i\\/ \ COMPACTED SUBGRADE 6 1 5 1 6" - oo (I I I
�� M III
CONCMH BLOIXS PRECAST MH RNCS
SECTION
L 7 3 16" <r• 3
QJ� M r�
4"
IR GAP
STORM DRAIN MANHOLE DETAIL �
NTS HtN l
20 LF DUCTLE IRON z
/ /\ /\ /\ `••�.v�P,.\' ' 6� '•,
WATER PIPE CENTERED IF LESS
OVER SEWER THAN 18'
6 MIN..
FINISHED GRADE
9700
co
L
COARSE AGGREGATE 1ti�� I 1 " NOTE �''•,d0,�,
�2 1. BOX EQUIVALENT TO .,,
ENNIS ENTERPRISES w
NOTES: No. EEVB-001
1. SIDEWALK THICKNESS SHALL BE 4" UNLESS NOTED OTHERWISE. st 4 PIPE 2. STD. WEIGHT 30 LBS.
2. CONTRACTION JOINTS (C.J.) SPACE SAME AS SIDEWALK WIDTH. 1/8"R TOOLED
3. THICKEN SIDEWALK TO 6" AT DRIVEWAYS. JOINT
4. THICKEN SIDEWALK TO 6" IN LAST 3' WHERE IT ABUTS PAVEMENT 4"-4S' BEN
WITH " CURB. TEMPORARY GRAVELLED 18" N.'PPLE &
5• 1/2-
U/CTI ,EXPANSION TRUCTTURFS.)ANDQAS ENO ETD SON MAX. AT SIDEWALK L
6. PROVIDE A LAYER OF 1 BLDG. FELT BETWEEN WALK AND ADJACENT ! . :. CONSTRUCTION ENTRANCE 20 LF DUCTILE IRON GLUED CAP
�ff SS PIPE -EN ERED—
PARAWNG CURS OR STRUCTURE.
7. REINFORCE w/6x6-10/10 W.W.M.
NTS UNDER WATER PIPE
/ WATER & SANITARY SEWER INTERSECTION
JOINT EMAIERIAL-LN
N.T.S. 4" WYE
CURB 50' MAX. SPACING EXPANSION JOINT (E.J.)
STANDARD CLEANOUT �
1/4"0" DEEP w/AN
�1/8"R TOOLED JOINT
NTS N.r
CD a,*
.. a. � oLLI�
N
b. 2 TYPE I-2 (NCDOT) mva
6" ABC STONE (NCDOT) CURB & GUTTER oQc�
azo
3'
PAVEMENT •`'
U
`3a k .tit 'v .�
° CONTRACTION .JOINT (C.J.) -
BLDG.-STRUCTURE $Yn
PLAN } 40
r m f
O ggL(�
ULN
I Ed I MI I I- COMPACTED SUBGRADE o
SIDEWALK JOINT DETAILS
NOTE: PAVEMENT SECTION MAY VARY CURB END DETAIL N
DEPENDING UPON FIELD CONDITIONS. -
CONTRACTOR SHALL COORDINATE NTS ® z
g
w/OWNER & GEOTECHNICAL
ENGINEER TO DETERMINE 2'-0"
ACTUAL PAVEMENT SECTION. 1'—s` s' v
HANDICAP SPACE -
STANDARD PAVEMENT SECTION CLASS A CONC.
• N.T.S. ASPHALT , I 3"R ' U
• - - VARIES (10' MAX.) ^t o Q
. a 3R
AS DIR. BY EWC.
--- -- — STEEL OR WOOD POST •1(8"R tO
WIRE FABRIC y
°C FILTER FABRIC
�0 EXPOSED AGGREGATE ' • - T V
0 oc o 2% ON RAMP 6,SIrOPE MIN. 12-1/2 CA. o m
i O i o INTERMEDIATE WIRES LaL
°p 1/4' PER FT. LU
1 : • Y
MAX. SLOPE �� `r
ACCESS AISLE V-6" x 1'-O" x .080 STD. ALUM. *' CURB SECTION
HANDICAPPED PARKING SIGN v NTS
TO READ "RESERVED PARKING"
WITH IDENTIFICATION SYMBOL o ( I
'• RESERVED BOLT TO WD. POST W/ 3/8" CADMIUM o I I N I I z
PLATED NUTS, BOLTS & WASHERS. o I i AS DIRECTED BY ENGINEER w
p I I ANCHOR FABRIC SKIRT 1-
�. : :a 00 PARKING 9" x 1'-Q" x .080 STD AIeUM. SIGN ❑ I I o O I I U
TO READ "VAN ACCESSIBLE . " p
BOLT TO WD. POST WITH 3 8 CADMIUM l l 3 I I
HANDICAP SPACE -' - PLATED NUTS, BOLTS & WASHERS I I I I �
U 4" CONC. SIDEWALK
12 9" x 1'-Q" x 080 STD ALUM SIGN NOTES. LJ w/6x6-10/10 W.W.M.
» Elf
TO READ MAXIMUM PENALTY100, = U
-. ..� GS 20-37.6". BOLT TO WD. POST
—� WITH 3[8 CADMIUM PLATED 1. FENCE FABRIC SHALL BE A MIN. OF 32" IN WIDTH AND
NUTS, dOLTS & WASHERS. FINISHED SHALL HAVE A MIN. OF SIX LINE WIRES WITH 12' STAY U
Z
LEGEND AND BORDER - GREEN TREATED WOOD 4"x4" POST. GRADE SPACING. z J
_ PLAN WHITE SYMBOL ON BLUE BACKGROUND -
WHEEL CHAIR RAMP BACKGROUND - WHITE " --- 2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF
1-1/2 R(TYP 1 1/2"R(TY I 36" IN WIDTH. FABRIC SHALL BE FASTENED ASPHALT z CD
MAXIMUM ' ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE w U
1 1/2" 1-2 — _ 1�?-_ PENALTY Vm I—_—I III i— _ ENGINEER. -Fll�L l ll Q Z
0 8"(TYP) AccEssleLE /8"(TYP) —III-I I I� �I I I—I I—II— _ llTt F,PE,Al
SECTION I I (-I I—III' -I I—I I ' 3. STEEL POST SHALL BE 5'-0" IN HEIGHT AND BE OF THE Ln �
° WHEEL CHAIR RAMP III—III-� rI I I=III= SELF-FASTENER STEEL ANGLE TYPE. p
9, SUSCRADEE LEGEND AND BORDER - GREEN LEGEND AND BORDER - GREEI�I I I=I—( I1`JII—=III (— 4. WOOD POST SHALL BE A MIN. OF 6' IN HEIGHT AND 3 w
BACKGROUND - WHITE BACKGROUND - WHITE =III=1 I 1=1=I I I TO 4' IN DIAMETER. WIRE FABRIC SHALL BE FASTENED 4 8 z =
TYPICAL SIDEWALK AND TYPICAL HANDICAPPED SIGN 1°1/2'OLONGN POST WITH NOT LESS THAN #9 WIRE STAPLE z w O N
Y U Z — 1
WHEEL CHAIR RAMP DETAIL VAN ACCESSIBLE - DETAIL TEMPORARY SILT FENCE TURN DOWN SIDEWALK m o NT5
NTS
15 DECEMBER
DWG FILE C:\JOBS-99\99091\99091MAW 1999 C3
_-- OOnCa 1

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BOB KING FES 10, x 10, x 151, a0 m
fy-
INV. 38.8 ENERGY DISSIPATOR 0) ® �(
O AUTO MAL34; • N.C. DOT CLASS B EROSION
� `�-117 CONTROL STONE
CATCH P �-:71`! / / 41 42 41;.., OAl
� U
J
I m
GRASS SPILLWA7 1 BENCHMARK Cf
T aP GIFT• BASIN ��'` // TOP OF IRON PIPE �'
LOCATION MAP INV 391416 } 41eI / 1,1 = c �ELEV, 41.80
r•.� , u d 99 tal5U-1
N.T.S.
` O
50 �"'��"� - 30 LF 15" RCP @ 0.33•- Z
' 'p2, P INLET - 4�
[J P �8 5 '1N1 - 4148 ` 10 X 10 5 tiZoS♦ �\ �H\
` `.• INV 'a4GI0UT'.,p'.� ! 1 / I I / II 9 ♦ �
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ENERGY/ DISSIPATOR TOP 40,2t Q z
4136 N.C. DOT CLASS B EROSION ♦ "C' � � 111 ORIFICE 39.0
• ♦ CONTROL STONE 1511 INV. • 38.9 Z LL 0
�rLO AR:A LISN' 4 A yyr� BOTTOM 37.0
C ♦l vH ^.A • ♦ ♦ o. ,� ACCESS'" IL / / 40. ° o DETENTION POND AREAS / VOLUMES J z
TOP' 4 10666 .9 . .Z � EASEMENfa � / n
A v 3i �I;:hJi
Rqp ELEV AREA VOLUME
INV. 38 s curl ` . 2ti ♦ ` N / .. . Cy / TaF �0` 10 x 10 x 1511
41,74 0y`� ♦ \ j
'I a \\ $TOR 39.9 6800 0 H
rj6• / �' '1 \ �`. sl/E� ` N.C. DOT DCLA SA BOEROSION 40 8300 8150 7550 W
♦ � �i3 I eVft
0. CONTROL STONE HWL 40.5 20,600 141780 CD
�. , 42.0
♦ S ,'.9� / rr / ��� rim, ,'�O, ". i F-�
'7� CyeJ.�`1 r Rl*r. .,+`.'' •,•`s ti vCD
`•., _`•., Rp FLUME
�.�' ?A / ���•' `., S rq INV. 39.0
�' YPICAL EACH SIDE)
n ` . . d' . . ./ ♦r `♦ .� N� T CFI w
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\..,\ CUE STORY / \ \ ` ��/ . . / i .,,,` _ ft.,, $ qI .''`•♦ ^� 41 8 -. . . � 41.5 V
WORK SHOP \ 1`Ik1R 42 N ` ,` / •., , }1 - Z M r�
\ \ j / I ,� ��
„ - . . .;-
i % - ti r ��' �. ` WILMINGTON ASSOCIATES 0(D
,
\,..\ / / . . 2.6 5 ` / . . . �•.�• 41,E •.,'. �� :- S '9'VQ.., •. `•.� - t4 0 � !Z La2.
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1
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._OR . 4 1r.� 41.1.. . . . . *•., `�. . . .:.� �. .; ; N
41.3 /ygRDsr , .' ,•�' 4ta
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41.0 / / / + ��� , Z
40.5 \� TOP OF / )O� / /
BOTTOM OF \. SPILLWAY / / /V ? 42, h , ,�•.�%', ,,•��
� CA / ?Sg, + �. Aso at 'uv' Z
SPILLWAY �, 4 IIIJJJ
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N.T.S. tij� SS , , 41 0
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/ / k
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0
U
NOTE S.d ` `, 2: 4- r {a
1. BASIN, FRAME AND GRATE MAY : /` •0"
II II
VARY IN NONESSENTIAL DIMENSIONS. 21✓ Sep cf�
` 2 v' Q 5 ucv9C�7v� �
SITE PLAN- 111 424 I�IUnf`�'�J(� ECEIVE
2' X 9 PRECAST CONC. BASIN a 41. E 4' u 0 I I I I I I I I I
W/ KNOCKOUT PANELS SCALE: 1" = 3 0' u u
ALL 4 SIDES ,� ,. ` ` SEP 0 31996
34 z
II����II III II
413 4',4 PROJ
TACKWELDED AST 61 O.C. EACH WAY LAIDDATE PLAN
1N TOP OF BASIN ��
96121
LEGEND Des. CLS
TOP 40.20 - - PROPERTY LINE/CONSTRUCTION LIMIT DRWN. Kr-D/DMB
ATTACH SCREEN WITW-- -
GALV. LAG 6 WEDGE DATG 5/16/86
FOREBAYI POND
ANCHOR$ '�r,, xaxxx,.,fl` x'hi;::<x��y.x, . . . . . .
k x ASPHALT PAVEMENT Jep�ja CARP/��
0.4V WEIR xnt`y y
--1/21 OPNG. GALV. OR ,': ^r nh.
2.5 2.5 39.0 39,0 NWL 39.0 ,
' �.•' F�3SIp . e 9
ALUMINUM EXPANDED a,%`lj w 'jx WEIR J8.90 3
15 DIA. OUTLET x x, f �y ,
METAL SCREEN
INV. 38.9
as � 43.2 EXISTING SPOT ELEVATION33.0 '•.FNS!CQE$IA)/
W41 I.D. INLET PIP 59.00 o.5, � '
GROUT IN PLACE PROPOSED SPOT LE
�?
INV. 39.00 T BOT. 57.00 I = SECTION A A 42 -.,��FryC.....•E�v`,,.
= I - I = - - EXISTING CONTOUR-_ --43-- ..-.-_..
311 ASPHALT OR - � R
COMPACTED SUBGRADE OR 61 CONC. FLUME _ _ - I 42 PROPOSED CONTOUR
CRUSHED STONE.
SECTION ELEVATION
DETENTION POND OUTLET STRUCTURE FLUME DETAIL c 1
N.T.S. N.T.S.
- 77 11 T , _