SW8000913_APPROVED PLANS_20010215

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. I SW (7llUqL9a
DOC TYPE El CURRENT PERMIT
APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD
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L TST NO. 1 w1 REVISIONS
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M D Newton 4 I I I I M D Newton 4 RB MATCH o LI N E A- A °
� pa{e Description By
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� NEW HANOVER COUNT CITY OF WILMING ON a
Rim 43.55
D.B. 1887, Pg. Ob53 - ! �- °�S I
D.5. 1887, Pg. 0653 ;':�;.:� 18 F.E.S. INV. 38.9 1n I (End 3°f Line)
ro $
I DETENTION POND --� TEL_ PED. •:•- .I � � I
- I
1 1 TOP OF BANK 39.0 x ' I
FLOOD POOL 36.0 NORMAL POOL 34.0 "FS. INV. 33.8 1EXIST. 18"RCP
w/15;x15,x24"E.Q. TO BE REMOVED 27.0 x
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1 1 NCDOT D.I. NO. 5 J
EXIST. 12 II 41.9
One Story Metal RCP RIM
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q° i Building ! INV. 40.f}8 I I II f I I
INV. 38.4
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_ imp._ _ �� , a f EXIST. D.I. TO BE REMOVED EXIST. D.I.
23.46 g. t 6 � 3 .80 60
1'� S8 �� r ° - -- -�- w-_may-- --T-- a� RIM 41.91 ��� RIM 42.20
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RIGHT NE ..
u� 1 " : NOTE I EIP INV. 38.98
1 ` 111 MUST TURN,a� `2 END Y SS PIPE �--�
w - PROPOSED RIGHT" SIGN -� 3 NOT DETERMINED a I
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p Q 9• �°� -y9• I1 I
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D.I. NO. 1 6 INV. 37.
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" 9 1 4 i EXIST. SWAL
w ww * AP, f �� p ye 6 RIM 40.7 n '� i. .
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+ 3� `"a6 EMERGENCY OUTLET STRUCTURE '`'� FIR HYDRANT `T INV. 37.0 1 �& O
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INV. 31 .3Cki - I gz� s , ': I rIg .i (1) 24"K8" TAPPING SLEE 3' ��`' Q Q V 1
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a " 4' �� TO 1$E REMOVXD ��{ �?t o 50 1�� 1 METER w/BA FLOW 200 E I I a_ •::•:j �-1
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8N ; • PREVENTION O ~o o fiCHf HQ TING_ ,�
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T ° �$�? „ 20�Q w 1 w ( go ° o ` -1934,
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�� - - - - - RIM 42.3t CONSTRUCTION.
Rim=41.94 ENTRANCE
w w w w w w w w w f 4 �� s .� 1t o INV. 36.20
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SDMH N0. 4 h 5 �'" n° o PHASE 1 REA 4 SHEET 29 49 Z
" /-- I I{ { ° IN RE CE / SM N 1 A } :y= = RIM 41.8f� (FIELD VERIFY & TCH)
" �p WOLE SDMH NO. 1 5� o + TRAFFIC BEARING
.'�. BRIM 41.8XI . I RCP A� iM 39.25 ° „ o� D.I. NO. 4 RIM 42.3E INV. 37.1
,'PIP � raw NV. 32.2 rE
40 1 TO a5 �� • AVRIM 40.7 INV 3$.0 1_Cq � 8" INV. IN 38.0 NOTE• DROP INLETS WITHIN RIGHT--OF-WAY ��"'�I I FLAP 1 V. IN 33.J E I D yg• o INV. 37.0 t ...' w
w y w , l w , v, w wy*` w X _ - ,�o�• ° z�l y CLOSE EXIST. TO BE NCDOT STD. 840,15 AND FRAME A
AND GRATES TO NCDOT STD. 840.16.
r k � �9 # � I I III{ { Q`NE I _ r ,,I DRIVEV:AY [--� � a I / .
12 .0' i II NCDOT D.I. V ". 3 I NOTE: STORM DRAIN MANHOLE WITHIN RIGHT--OF'--WAY
WETLANDS I . 3�. ''' S� N 1 1 w�, Abond ed SX R k _ W I a N
TO REMAIN 1 E`�f' w• w I Ivj �;I w, •v w ` ° fi D.I. NO. 5 - j 0 U L z .I RIM 41.5 TO BE NCDOT STD. $40.34 AND MANHOLE V
UNDISIURBE 5 ° } i 1 i sq- 5b ASE , 1 • .I INV. 37.0 .
\ I RIM ° �,° Ir r� a`g 0 COVER AND FRAME TO NCDOT STD. 840.54. I --I
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w/ w �• I[ Z P ncrete � t- j Office RIGHT TURN LANE
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! Certification Requirements r 1
I i I Gars e - Iti •
i I J w w vj ► 65 6til �gg9� :2 ro1 (4800) . 1 I - 0 following certifications shall appear on all laps:
3A14 (1) Designer's Certification 0
R� I i 11 I i ,�,s Q�N z� I , df
G1��F� �. aEi r i ° ° �, ? I "I -hereby certify that this plan has been prepared in w co
Z% I I Sheet Metol Y Y
accordance with the latest Wilmington standards and
� •54 �,�y .1.� � ilk � w 5 � � � !k� ' . "-; � 9
`� Garage a q ---% CLOSE EXIST. I Specifications for Stormwater Management and Chapter 20 cf
DRIVEWAY the Code of Ordinan of the City of Wilmington." �
3 �,,. f I {.
w v'` �i M EM i p\NE Op + 4 0 0� 15o 1 2 Pr one 175 0 175 5 sr2j { 5uJ • '�5 i k3Z2 Signature: -
ll
O 5`� w i r r 9 r ( ) r Printed Name and Title: Philli G. Tri P.E.
l (Base Bearing) _� {+' tr P Date
,� a' .00 Registra on Number: 17374 W
....... ...�.., - I ._.,,.,....... T' ",...."�" i $ 12 " - o �� Cont o RIM 42.5 tL'S
1 Nr 21'0000 W 137107 `�� , I 1 ti P 1P�a1�N D GN z I T I (2) Owner's/Developer's Certification
u ! 1 k t 1 INV. 38.0
s' ' I 1 11{ oP I I I I oA°w IflA� I >�� �,A� I I I I I I I I I I I cam r -� :.'.I�"� '��` I o
I ;; v �,, �r gl6 pP 0 3�2 "I; .:e hereb certif that an clearin
Y Y Y g, grading, constructi_-a: �� ,Lj 0
to 1 �� '' I I i I I I I I I I I I I I I I or development, or all of these, will be done pursuant to +�
`r + I R/R 4ikel in we s' ' -� � I , this plan and that the appl cable Stormwater Management O a
;
Pole - Elev.=43. .',', I conditions and req irement of the City of Wilmington, the
State of No th Car Tina a d the Federal Government and its 1�1 +� �-+ Z
agencies ar hereb made rt of this plan." � w w
I R--15 I -__-____-_-___ _ ________ w W a
f" :. CLOSE E}IST. �j I Signature: 00
O z
r - Printed Na e an tle: on T. Vincent, Managin Member r,{ a
I T { r,: 43 �� Data / (�
II n/f E-+ NORTH MrOL �A E;,•'j', 'it'_,-,ITAL •� +v
IDuncm 4 Alice RB - - - J _ - ! :I� r VisIOMANI.GN OF VrATtri N
Lot 8 Lot °I I I ....j --r •� (z CC
I I I I I Covenaugl I I _ - -I_ _ _ - - -� --- ;y� II J Data 1
I + ( D.s. 206�, Pg. 0313 I I _
1 I --51-CO14C. SIDEWA .{� j I tormwater Pensrtt
I I
5' I R.I`.QESTRIAN EASEMEN F �r • 1
I NCDOT D.I. NC 1
I SITE DATA-----------_-__--i _--�--- --I- RIM 43.0�-
DISTURBED AREA 3.6 ACRES INV. 39.0
I ZONING RB/I-1 I - �• I
..:
PARKING SPACES REQUIRED
PARKING SPACES PROVIDED 184 I I I I I I - 3-
ASPHALT AREA101,852 SF
LANDSCAPING AREA REQUIRED: 8148 SF I 1 .' 1I ° I -GENQ
LANDSCAPING AREA PROVIDED: 8210 SF
32- -- EXISTING CONTOUR Y' '
29.63 EXISTING SPOT ELEVATION S E A I_
I I I I 1 I I I I I I I I I 1 ! I 40'� ::: -
r PROPOSED SPOT ELEVATION � _'. 17374
y ® il
DROP INLET w/INLET PROTECTION % /.0
NOTE: ALL CONSTRUCTION WILL COMPLY WITH THE REQUIREMENTS WITH THE I I I { j� ' ° k� �-- STORMWATER RUNOFF DIRECTION
CITY OF WILMINGTON TECHNICAL STANDARDS AND SPECIFICATIONS MANUAL. _-----_._------.-----__....._-.....---._:.-----_.._-------------•-•.---J--------L------- --------•-------------------------------- � I I
� ' _'�►rlkllltil, \
NOTE: PROJECT WILL COMPLY WITH CITY CROSS CONNECTION CONTROL REQUIREMENTS, z a (175) LANDSCAPING w/AREA
910-343-3910. IF WATER IS NEED FOR CONSTRUCTION, CONTRACTOR SHALL �Icx Judges Road SR 2127I " =
19-01
PROVIDE A RPZ BACKFLOW PREVENTION DEVICE BEHIND THE METER. `�� �L`° rn t �� �� �1 LIMITS OF DISTURBANCE DATE 01 PGT
g � � DESIGN PGT
NOTE: AT COUNTY SOLE DISCRETION, OWNER WILL HAVE TO CAMERA IF LEAKS ARE +�� +�� w "} +�� +� - - - +�- - - - - - - - EXISTING TREES TO BE REMOVED
FOUND. COUNTY WILL INSPECT SEWER AND SEWER GUARDS FOR INFILTRATION--------------••••------------•---'---'---------------'----------------------"---�---------------------------- DRAWN MVL
AND INFLOW. SSMH
8"SS LINE Rim-43.18 I x�x,,.TSE TEMPORARY SILT FENCE
NOTE: CONTRACTOR SHALL �' NTT ,Q7Y�,QN� I L
`"'"' '�"" Shelf=36.86
341-4697, PRIOR TO TRANSPLANTING TREES ON THE SITE.
Inv.=36.20 � .�.� P��
4A,
-1 INV. 27.0E RECEIVED
TT Ism I A 1 ,�AN 19
01
EXIST. DITCH 1" 1T�C1
� N BAN zQ� ��
` I SHEET 1 OF 3
PROD 96L 00038
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2
U4 (MOOD FRAME
7 SITE WORK NOTES 1
DRApNTAORCO
/ WOOD OR STEEL STAKE AaAt-r�r�rr CiiY OF WILYIiIK'Ts ON 1. THE CONTRACTOR SHALL Vlsfi THE SITE AND BECOME FAMILIARIZED WifH EXISTING REVISIONS
�E° LusH PAVED OTHER // Nr r A MINIMUM LANDSCAPE REQUIREMENTS CONDTHONS BOTH ON AND IMMEDIATELY ADJACENT` TO THE SITE. O- I
I�f 7S� OR 3/�-C�rAWIDE
_c� ', I ~' �,ry�yyT 2. CLEARING: CONTRACTOR SFWl REMOVE ALL TREES AND VEGETATION WITHIN LIMITS Neste D65Gflp#LOLL Byi&ARRA9L%% o 1 1/8" 1 1/4" 9� S2 I i . - JV4'Q9WA02W ROM OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN, E
W II TREE PRESERVATION: MINIMUM 15 REGULATED TREES PER ACRE.
3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,
VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE. ORGANIC
TOP OF COVER Ai- ° ° ° ° STREET YARD: MINIMUM REQUIREMENTS: FOR EVERY 50 LF, , TREE MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
CO
�i o ° o o °° 8 FT W HEIGHT OR 3 FLOWERMIG TREES 5 FT W #IEIGHf MIQ S 4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNI AL
I1LIM� A A '4 A RUNOFF WATER I ' .. ° 70 5 ,$" MINIMUM AT PLANTING.
CONCRETE ��/SEDEMMENT-- REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
a A 1 O 3/4' SIDE ELEVATION OOOO ° PARKING FACILITIES WITHIN 50 FT OF RIGHT OF WAY REQUIRES t ROM! 5. DISPOSAL CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE
LAW BUFFER EVERGREEN SHRUBS MINIMUM 18' AT PLANTING. REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
• 5 t2- �' "� � z SEONMENT NLEi AAM1eW L/AG3 T� ATrx,15 6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTEGHNICAL REPORT.
f MH ;,, A�,TNI�q py J( 7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED
f BOTTOM OF COVER PLAN VIEW ® �Y BURIED FABRIC SKIRT jaw � MIN MUM 8% OF THE GROSS PAVED AREAS SMI BE LANDSCAPED. EARTHWORK CONDMON. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND
AS DIRECTED BY ENGINEER ' FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
CAST , I �S />rYWOr 70 DST F L "ff OF AFr 1 TREE 8 FT MINIMUM HEIGHT AND 6 SHRUBS 18" MWII NUM AT 8. THE CONTRACTOR SHALL FURNISH SUffABLE BORROW MATERIAL FROM AN OFT" -SITE
PROPERLY PERMITTED FACILITY AS REQUIRED. ;
►rypaNT ,�*" Tr
gLIMtAMZy pgCB PLANTING REQUIRED FOR EVERY 15 PARKING S SPACES OR FRACTION 9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
ELEVATION SECTION A -A U
THEREOF. CONSECUTIVE PARING SPACES SHALL INCORPORATE EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
WHOLE eo V-11 1/2- U LANDSCAPE PENINSULAS NO MORE THAN 15 SPACES APART AM AT THE IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE
IN THICIQ�S r ° THE ENDS OF ALL PARKING ROWS MINIMUM 8 Ff WIDE AND 100 SF EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF
F R 4i DIA. BARREL N ,. MANHOLE STEP DETAIL ° p ° ;°o° IN AREA. 5 TREES MINIMUM REQUIRED FOR INTERIOR ISLANDS. THEIR INTENT TO EXCAVATE, IN WRITING. NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.
5. WA NT$ THICKNESS ° 10. THE CONTRACTOR SHILL BE RESPONSIBLE TO COORDINATE DISCONNECTION/
I; } BLUFFER YARDS: HEIGHT REQUIREMENTSfeANT RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING LmLITTES WITH
~ IT TREES - 8 FT 1111N1MUM AT FLAMING 2" MCI. CAL APPROPRIATE PERSONNEL. _
y TYP PERFORMED ErY i 2X4 WOOD FRAME STEpELp OR
15 FT MINIMUM MATURE HEIGHT 12. THE CONTRACTOR�SFWI FIELD VERIFY ALL DIMENSIONS ATTHECOMPANY,
SiTE. FURTHERMORE THE OWNER.
�! PER I 1, ) V-10 1/2- 'fir7 Ii1�l T EVERGREEN SHRUBS - 36 MINIMUM AT PLANTING
1 THE CONTRACTOR SWILL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
pf�0 P���H LET 13. THE �CO OO INSTALLATION.
SWILL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
soN ITtLRIED FABRIC s,clhr H?'AI�UV% 7ri AftIIIV TELL
� I. •I N0. -2� •/SATE 6' MINIMUM MATURE HEIGHT
HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
1 - -.-- _ JI/4' TIE 6Ci[75 FENCE OPTION - B FT MINIMUM HEIGHT INDUSTRML ZONING 14. ALL PVC UTILITY MAINS SWILL BE INSTALLED WITH A MINIMUM OF 36" COVER
MINIMUM 6" STONE j N - 4" MIN. R - 6 FT MINIMUM HEIGHT ALL OTHER AT FINAL GRADE.
BEDONN�G FOUNDATION 2'-9 1/4" w t� y VISION CLEARANCE: N0 PLANT MATERIAL OVER 3D- IN THESE AREAS 15. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
- -� 'a�_ 1 EEC �� METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
�1 PROTECTION FROM VEHICULAR TRAFFIC PROVIDED AROUND ALL PLANT
T!MXMM
SECTION A -A COINE •� OF THE CONTRACTOR AND SHALL COMPLY WITH ALA. REQUIREMENTS.
��� "ate• ��/r /•��w.< <+ MATERIAL (CURBING, CROSS TIES, TIMBERS, ETC.) 15. ALL PAVEMENT, BASE AND SUBGRADE SHALL COMFORM TO NCDOT STANDARDS INCLUDING
G/�7� r7I illi/1IW7 IW i iWI (IG lI'YL.7 WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS
cASKEr MANHOLE FRAME AND COVER '�� EXCESS �; THE OWNER Is RFSPONBLE FOR MAINTENANCE of O0 OTHER TRAFFIC SAFETYANDTWO WAICES BE PROVIDED IN ACCORDANCE WITH NCDOT
DOUMM e" MEN. 17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHILL REPORT
L� `� AT CORNERS LANDSCAPING TO ENSURE THE PLANT MATERIAL LIVES
Rt>7LIt� FT]R t) NM 2" TYPE I-2 (NCDOT) ' �I NOTES: ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE
��tp SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
TQ'�� STANDARD MANHOLE 6' ABC (NCDOT) - -- - - - 1. As SYNTHETIC FABRIC, L16E A PERVIOUS SHEET OF NYLON, 5. TO PROVIDE NEEDED STABILITY TO THE INSTALLATION, FRAME WITH A A 18. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS
i POLYESTER, OR ETHYLENE YARN -EXTRA STRENGTH 2x4-INCH WOOD STRIPS AROUND THE CREST OF THE OVERFLOW AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS,
NT5 PIPE SHALL NOT BE CUT OUT (50 LB/ 11NCH MIN.) -THAT CONTAINS ULTRAVIOLET RAY AREA AT A MAXIMUM OF 1.5 FT ABOVE THE DROP INLET CREST.WHITE
PIPE ZONE PIPE ZONE UNTIL AUTHORIZED BY COUNTY INH OTORS AND STABILIZERS. FABRIC SHOULD BE SUFFICIENTLY 19. USE CHLORINATED
LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL 8E A
6 PLACE THE BOTTOM 12 INCHES OF THE FABRIC IN A TRENCH AND Iy CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE NI, FACTORY MIXED, QUICK DRYING,
o �ry.l CLASS POROUS 7O PROVIDE ADEQUATE DRAINAGE OF THE TEMPORARY BiACKF1LL THE TRENCH WITH AT LEAST 4 INCHES OF CRUSHED STONE , At
#n NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR
8" O.D. 8" B- O.D. 6' FOOT OOFICNREIE SEDIMENT POOL BURLAP MAY BE USED FOR SHORT-TERM OR 12 INCHES OF COMPACTED SOIL. NIGHT REFLECTING.
APPLICATIONS. iT MUST BE REPLACED EVERY 60 DAYS. 20. DUCTILE I20HI SHALL BE CLASS 50.
LIN. MIN. MI MIN. z
+ i •f'q,'`. o 2. Off FABRIC FROM A CONTINUOUS ROLL TID ELIMINATE JOINTS.7. FASTEN FABRIC SECURELY TO THE STAKES AND FTRAMf JOINTS MUST BE 21, CONCRETE FOR WALKS, CURBS AND DRIVES SWILL HAVE A MiNIMUMN COMPRESSIVE
a a 3. FOR STAKES. USE 2x4-INCH WOOD(PREFETtRED)OR EQUIVALENTOVERLAPPED
TO THE NEXT STAKE. 6 STRENGTH` OF 3000 PSI O 28 DAYS - AR ENTRAINED,
FINAL BAC FINAL I 'L'` METAL WITH A IMWMUY LENGiTH OF 3 FT. 22. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAD FOR
* & n S. THE TOP OF THE FRAME AND FABRIC MUST BE WELL BELOW THE GROUND 2' - 3' PLAHI BY THE OWNER. FURTHER TESTING REQUIRES] DUE TO A FAILED TEST WILL BE
DEFIERMINPIPE 512E AS 14AICiLIAL Pll DVEMENT SECTgM1E .-.:' 4. SPACE STAKES EVENLY AROUND THE PERIMETER OF THE INLET BYPAELEVATION SSING THE E FROM THE I MAY BE NECESSARY TO BUOP INLEr TO ILD A TEORARY FROM COARSE AOGYiECIIiE PAID FOR BY THE CONTRACTOR.
• s A iilU(NMLHN OF 3 Fi APART, AND SECURELY DRIVE THEM IHRO
INDICATED 3' MIT, THE GROUND. APPROXIMATELY 1S INCH I S DEEP. DIKE ON THE DOMMSLAPE SIDE OF THE STRLICIURE I CONSTRUCTION SEQUENCE �I
ON T14E P O k"f. e� 1. 2 o PAVEMENT SECTION RUBBER GASKEr TEMPORARY GRAVELLED � PtAi1 I. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR
!ems O.D. EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL
12" %4 BARS O 12. O.C. EX WAY F 2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE ALL EROSION SHALL BE CONTROLLED
III . ,• -:� TEMPORARY FABRIC DROP INLET EROSION CONTROL CONSTRUCTION ENTRANCE- INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION.
INITIAL BAC "Tg.= 8' MIN. CLASS ' OR ° MN, N HIS 3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING
� ' 1= DOGHOUSE MANHOLE "� TREATED ENERGY DISSIPATOR BUT NOT LIMITED TO GRAVELLED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC. Z
= _ -STABLE _ --'STABLE LANDSCAPE CONSTRUCTION SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING 04
MATERIAL MATERIAL 4. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN. T/1 O
��� FOUNDATION
IViS � n SILT FENCE, SILT TRAPS, AND INLET PROTECTION TO BE CLEANED WHEN HALF FULL. �/ 1
PVC PIPE DUCTILE IRON PIPE 2-2r/YALmmma urG WIIWIGMt EAF�L'Y NG 5. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN
cavwzw C.I. BOX $ o T� ��NL DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER
* r A a • i"� 4 C.L BOX SEEDING MIXTURE FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION.
PIPE BEDDING DETAILS Nt °0"� x COVER X.4N4 �� 6. IF APPUCAABL.E, INSTALL DROP INLETS WiTH INLET PROTECTION TO ACT AS SILT TRAPS
_ RATE &CM DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM
COMBINATION _ p _ REQ D O REACH g ) 120 ENTERING STORM DRAIN PIPING.
k MAX �, SWEEP MUM Mnual I�ep�deza (Kobe in 7. A 4' LAYER OF TOPSOIL SAW BE APPLIED TO ALL NEW AREAS TO BE GRASSED.
mw �•prCow ^' BENDS AS READ �I Piedmont and Coax) Plain, 8. ALL DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE WITH SEEDING SCHEDULE AS
Koran in Mountains) 5D SOON AS POSSIBLE BUT NO LATER THAN 30 DAYS AFTER DISTURBANCE.
NIPPLE PER COUNTY VARIABLE SLOPE Omit anlwd kepodsm when * adon of tw oomy amor Is not to extend ALL SLOPED AREAS TO BE SEEDED NO LATER THAN 15 DAYS.
AlrAMI TILE 3• 1.S1i MINIMUM bsyad Mrn 9. MAINTAIN ALL EROSION CONTROL MEASURES UNITT_ PROJECT IS COMPLETE. W
COAL �,yp MAIN / � REQUIREMENTS NIPPLE PER COUNTY MAIN I-+-1 fir..(
E-4
As PEEP SPECS I c: - AS REQ'D REQUNIRTS COMBINATION SEEDING DATES' 1O. PEMORE AK PROVE TO BE LESS
REQUIRED TO HALT EROSION IF THLOSE ON THIS s.-
HNOAE: MINIMUM 3 FEET OF � W a +
CA: MUEAMT � .v. SETAE` BE MAINTAINED UNLESS Yorrrtairn - Abou,s 2500 It Feb. 13--May 13 11. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION.
u NOTE: MINIMUM 3 FEET OF COVER DUCTILE IRON PIPE 1S USED. Bs1 2500 fE FeL 1-Yvy t ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION.
V o'-12'off +�►�� �Nr TYPICAL FAR SIDE 1. CONSTRUCTION ENTRANCE MUST BE MAINTAINED TO PREVENT MUD OR SEDIMENT FROM LEAVING
SHOULDER Am A9W A � -y .4 : 6 SHLDUCTILE IROBE �P� IS USED O1@*nwA - im 1-Mm Ajar. iS MAINTENANCE REQUIREMENTS
"' TYPICAL NEAR SIDE SEWER SERVICE DETAIL SOIL AMENDMENTS SITE PERIODIC TOP DRESSING WITH TWO INCH STONE MAY BE REQUIRED. Z f�""••i
x r SEINER SERVICE DETAIL N15 2• ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
Fabr reomnmwidatb�r d sae tsda p Ib/ocn griwmd ayrkwl- OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, BUT IN NO CASE LESS THAN
' .s. firm Imsetone and 750 lb/am 10•-10-10 ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
i-1 1/2" LAYER
EXISTING PAVEiAFNF TYPE 1-2 (NCDOT) EXIST. GROUND
x ITS PRACTICES AS DESIGNED.
1 /4- PER FOOT (2) i- SOLD G11A'1 r x r x e- PLANY MULCH 3. SEDIMENT BASINS WILL BE CLEANED WHEN THE LEVEL OF SEDIMENT REACHES 2.0 FEET r%1
APPLY 4,000 Ls/ACieE sarrAw• ANptoR srRtw B TAaoNr: Wmt ASPIMLT, NETTwc, BELOW THE TOP OF THE RISER. #57 GRAVEN WILL BE CLEANED OR REPLACED WHEN TIME CIO
_ fl+ GENERAL NOTi OR A MULCH AtiCLNORItO TOOL A W WITH MA)FS SET NEARLY SIRAXINT CAN BE SEDIMENT POOL NO LONGER DRAINS PROPERLY. _ ��- A5 ON. UT LM.VARIES 10' MAX yj /l �f NJI�i �� U5ED A5 A MULCH ANCHICIM TOP., 4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT
.i +�, Si•*�, :"4,'s.,. �_s�J1 �.rtY:it:: N•' 1. K'iwT� t�.rt 1 r::.
_ ALL DROP INLETS OVER 3'-6" IN DEPTH TO BE PROVIDED 0.5 FELT DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY
WITH STEPS V-2' ON CENTERS. STEPS SHALL E IN
:• : = y'i"�'�'�q�Y.'...._. :i.tJ4',. < 1:1 SLOPE STEEL OR WOOD POST I ACCORDANCE WiTH STD. 840.66,
TO MAINTAIN A BARRIER.
I_I I I�I I j I MIN.
I MAI�CE 5. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING
5 1 /2- HEI __ I � FABRIC C,5 CLASS "e' CONCRETE TO BE USED. ft"Ofts N yrawfh i. not Vy ,a.qu,t. R«;.�s rA rom One �sn wh im- DTO ENSESPECIFICATIONS
VEGETATIVE IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, F-4
-III-III-I FILTER FABRIC Y 'A _ ALL MORTAR JOINTS ARE TO BE 1 /2 t 1 /8" faea.r�g wnron or �� V i
NOTE: MIN. 12-1/2 GA o a� Pq �. v :� �. '. v
1. THERMOPLACTiC PAVEMENT MARKINGS SHALL BE INTERMEDIATE I, y ? t+°"^. Q FORMS ARE TO BE USED FOR THE CONSTRUCTION OF
DONE BY CONTRACTOR TO NCDOT STANDARDS * �, X - _ X THE BOTTOM SLAB- SPRING -SUMMER I--�
T a'PICAL'AVEMENT WIDENING SECTION - -
BRICK MASONRY DROP INLET NOT TO BE USED IN �.- PERMANENT GRASSING DETAIL
I: �... 1 L - LOCATIONS SUBJECT TO TRAFFIC. R J SEEDING MIXTURE
JUMBO BRICK WILL BE PERMITTED. CONCRETE BRICK �N' " " ` • SUMMER SING DETAIL
o I ANCHOR FABRIC SKIRT �. LOR IEU4OFOCLAYCBRICKETE BLOCKS MAY BE USED MN SEEDING MIXTURE �"�"�
AS DIRECTED BY IONGMIEER &'mv X X qlw A EZEYAII�IY 1�lj W
SEE IN ACCORDANCE I I p l I IF REINFORCED CONCRETE PIPE IS SIT IN BASE SLAB/�m� � � tp
WITH GRASSING DETAIL { � E�+ r Y OF BOX, ADD TO BASE AS SHOWN ON STANDARD 840.00. GERM MIlET aC TIUGUAMFEFEMUEQ 30
- I Q� _ 1 I -I i "" ,- FOR 8'-0' IN HEIGHT OR LESS Usf B' WALL. OVER 8'-0- N 1W PERM U AND MOUNTANI% A SWLL-SM*Im 3U NDVAW 3 Wr K H
-_ I I � II P�iN_ IN HEIGHT USE 12" WALL TO W-0 FROM TOP OF WALL AWINUM AT A NA1E OF 30 LB/ACHL
SRO -L=� � I=I U u N N 22 tip ArA�, (� AND 8" WALL FOR THE REMAINING W-O', QUANTTES SEEDING NOTES
i 1- AF -III- NOTES SIZE I ® ®® ® WITH COPING REMOVED TO BE ADJUSTED ACCORDINGLY. SEEDING NOTES 1 i1MMtIE A INFAT APPFATMANCE B DMRA OMIT SE UML •
1. FENCE FABRIC SHALL BE A MTV. OF 32" 1N W1QTH AND 2 USE COMMON BE1IMAWO ONLY ON L maW STIES MIERE IT CAINIMT EE-
-1 SEE SITE PLAN FOR INVERT SHALL HAVE A MIN. OF SIX LINE MIRES WITH 12 STAY 1461 1 ' 1 ' I ' 1 1 ' 1' BRICK COPING IIOlIND1IM5 - MAY t3-M1C t5 CCti A iW. IERMMIAtpM NAY BE NPLM ti M 5 b/aas cgflaPmp�s
SPACING. ' 1 1 A271
V4'
I ' 9- 3 _g" 2•-6 oD PEDMONr- MKIr APRAM 1A 1C 15
2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF 177
14 1 4 SEEDING DATES
36" IN W,DTH. FABRIC SHALL BE FASTENID7 1 1 14 901E AMENDMENT'S APR` t - DULY 15 '"•I
ADEQUATELY TO THEE WIRE FABRIC AS DIRECTED BY THE 4 ¢' 4 - - - - - -0
ENGINEER. 16' 38' 87' 21' 1 ' 24' 0" 20' S4' 'r FOLLOW lECOmil ?mA m of $a TE515 OR APPLY zm wpm GROUND AOm _ �N
TYPICAL GRASS SWALE 3. STEEL POST SHALL BE 5'-D' IN HEIGHT AND BE OF' THE T ,NNN,L LIE3101E AND 750 lJM/ACRE 1a10-10 Pit SUL AMENDMENTS .% 00
SELF -FASTENER STEEL ANGLE TYPE, AL7TE, Based on Z5 x rork,Ing pressww of 1t%0 PSI plus AVVA Water Hai"er: A B APPLY LIME AND FEAIIRER AGIORONG To SOL IBM OR AppLY 3,000 MA/nas
4. WOOD POST SHALL BE A MIN. OF 6' IN HEIGHT AND 3' A!! bearkV surfaces to be carrded to urxA'sturbed growW MULCH WANT AGRICULTURE LIiEROIE Arm 5W Ib/a m to-1o_10 FERINLIOSR
NTS TO 4' IN DIAMETER. WIRE FABRIC SHALL BE FASTENED APPLY 4,000 LB/A= STIMrr. MOM SARAN BY MI Ma LATH AmwT. rEnsm
TAD' /WOOD` POST WITH NOT LE M THAN f 9 WIRE STABLE z - - x AMMUICNiD+ORI+oNIG10I 0 TILDE NTH NAORS SQ NEARLY %FWAi iT qW K z
sT O _ _ MULCH .ram
AFQP I✓ATAEJP A+�4AlAtS - MaNTENANCE FULLY wim ,,� i WOM^ M OF WM W fff CI o
NTSMTIH A M LCH ANCHORNO TOOL A DEK U M NADE3 SET ) MLY S1RM16Hf CNN BE W
- - MEDIM&Y FOILOI FL00H OR 01IBNQI}ER I Nm MlLg1 Ir- UBED A6 A MULCH ANCHOIrM TOOL
AUIM cd
A b f 0M? AEW A W ID AVE ARWVL" jT IAE CM W +3 0
r` E �� ►�N'� r VA SECTION X-x SECTION Y-Y ���C Z Q ,--M 0
REFEI1MLNff THE FauoAtwG ANC tnrlMN 5o b Dan Rm GM REPEAT AS 6ROINtM r IM
FINISH AS GRADED
3 bM17£JP ArMU M1U MW K La''i 10 ATV RPi'VEVA)T ATfIT Air AAUT �7
NETT �7C Dw=W SAP" R 1105 oMMIT sB M Al OALYY AS ORM AS ONCE 1� AA NEAT A PPEWAMMm 1S 0 -4
2-0 STD. CITY OF wILIAENGTON . `a DIMENSIONS AND QUANTITIES TEMPORARY FALL GF�AWING DETAAIL 0 `n L 1 o_
M.H. COVER. SEE DETAIL L,1 wr JEW ArM? AW DIMENSIONS OF BOX & PIPE CONC. TOTAL BRICK MASONRY DEDUCTIONS FIDR O I I
SHEET SD-14-01d:14-02 IFsr N1aar SEEDING MIXTURE zI
PIPE SPAN WIDTH HEIGHT Ii'I �� PER FT. BRICK MIN. ONE PIPE
D A B H MIN CU. YDS. HEIGHT DOPING H C.M. R C W Q ,-� CO
3/4" CEMENT PIASTER O 12- V-0" 2'-0" 2'-B" 0.267 0.313 0.037 0.871 0-020 0.032 ) 120 FALL -WINTER W I z
15' 3'-0" 2'-O" 3'-0' 0.267 0.313 0.037 0.976 O,o3t O.o47 PERMANENT GRASSING DETAIL 4., M•i 0
DOAX. CORBEL 1' V18' 3'-0" 2'-0" 3'-5' 0.267 0.313 0.037 1.106 0.044 0.065 SEEDING NOTES F/] O 0 o W
PER COURSEf SEEDING MIXTURE r-N
24' 3 -0" 2 -O 4'-0' 0.267 0.313 0.OR 11W 0.078 0.113 � -P �--I
" M011NiAWS - NJR 1b-DEC 1S n_
30' 3'-0 2'-0" 4'-3" 0.287 0.313 0.037 1367 0122 0.170 RATE fib 10ZE
Lad ,-�
rx;tASTAL PLAN and PEOMIOIif - AUG. 1s--Doi ao DO � O� a
Cx STEPS * , TALL FESCUE OF M OR
6 > N C D OT DROP N LET DETAIL SOIL AMENDMENTS '°' P -1 0 25 p
FOLIow Still TESTS OR APPLY Z.00O uT/ACRE OROUMw a:RIGAITLLRAL m 0 O ►� cv
r.•M
TIE �,I� ILA MULCH
AND 1,DOD La/AMCRE 10-10-10 Fral�ft SEEDING DATES �y V
AUGusr - NIEICOWTt 1 roL� vrl� Aloe Y A SOIL AMENDMENTS
APPLY 4,000 18/ACF{E _sIRAM ANCFNOR SRtAw Ii TACKrNG M71H ASPFiAIT, METTNfw
7 i 4 -0 f%IP% l�6eT-18 1iF7�12 SEE_ PLAN FOR PIPE 11 ANClMwalO
ORI ATIO I 2' OR A MULCH TOOL A DW = BLAES SET CK4MM SIRANIfE' CAN IME
A SPILLWAY USED AS A MULCH ANCHOF M TOOL. APPLY LAE AND FenL�R ACCORDW TO SOIL TMM OR APPLY 3000-UW Ib/,=
3/8' AIRCRAFT - a/ t.O ib/oar fo'A- t0MF�� THE LASER RHE ON SOW 50M.5) AND
CABLE, LIRA - 11/A�" �►A?�R A0PiX�' BI�QL�L01 f j �" .
ASPHALT • � _ Ads I I � MAINTENANCE
ry gpsd
- FLOW--.- R�spolr and � NCR Is a� TOE MIIh 50 Ib/Don MULCH
/nsose Kobe
tsmpwaY oowr bsOrond APPLY 4A00 /Den GRW SIWMt OR 6OUMAiiMT COVER OF A110TFEiR SIMDIBIE
4y;`'•, ` Jun. 1 ersrsssd wNlr 50 b oen Kola PMrnard end Coastal Plain) MJtCN. ANC11o11 E M Br SAC W WlH At,PIMIT, WAIL, OR NIMM OR BY CRIMP -
CASTING f NOTE: USE NEENAH yy or Kanan (MourAatns) Iap.dem to Nals sbn�r or sort' Mardr W MRH A MULCH ANCHOIW TOOL A DISK 1NIH RMM SET !EARLY STI WW CM
A , 1- R-3402-E FOR CATCH Z BE USED As A MULCH NNCHOTaM Tea.
A I-�� i BASINS AND R-3402 A 1� -0 O.C. x 12 ,® 1 L A i 111
FOR YARD INLETS ` Al AA A/ ,
I-30"RC I I I UNDISTURBED MpiINTENANCE \\` � /,
iD �Rr A{rk. '�y.4 'i�,. *n lA1-,,,f.�:��li ''/. 9':j j;...;�..•t:
EXTRUDED. CURB -
SUMP
I BOTTOM CHANNEL BOTTOM
NT5 I I GONG. COLLAR L - - - - - J fETD1� ACCOIM 1O SOIL, 11313 OR APPLY 40 b aen NIWaffi w J*AM �11 �� • • •"• • / ',i
STORM DRAIN MANHOLE l! ,,,�NNBE,=.
CROSS SECTION ON iEBRINRY, 40 b w SiP1o�IETt AND 40 b w RION A 12-4-4, � q�
r , . • 1WMM NEAIML DN S STANDL> .i 10 OW46 , RL m FERIMJjE, A • �( �_
NTS PLAN W � IAomm AVERS BEEAWAiELY. MOW TO A HELM OF 2,5-3.4 IiIGIES S E A L
6 VEGETATED SHELF TO BE PLAN _
PLANTED WITH WETLAND 1'-0'
TOP OF BANK EMBANKMENT SPECIES GALA. BAR GxNAnNG - i- x 1/6" BEARING BARS. FASTEN wmi CONC. CO ASPHALT PAVEMENT TEMPORARY SEDIMENT TRAP TABLE ;2 ., 17374
TYPE J CUPS. ATTACK TO 1- /4" x 1-.1f4 x1 4' GALVANIZED , �A pj
DOFF ATTACH GALVANIZED IMRE
EL. 39.0 ANGLE FRAME MORTt7R FRAME TO TOPOFsTRucTURE CLOTH SMALL DIAMETER = ELEV. VARIES NO• ACRES REG? D PROVIDED L �W D ; ,''•.E?IGI•
......
39.0 1 W 0.05 90 200 20 5 2 ,,, �,•
= z [OD POOL 36.0 • - 2' 0" 2 0.11 198 250 25' 4' 2' �A 1 2�d AAREG01�
NORMAL POOL CD � NORMAL POOL EL. SILO �
�-kP BRICK MASONRY V) STONE SECTION A -A SEE PLAN SHEET FOR LOCATION BACKFLO r Y NQTES
NOTES 1. THE BACK FLOW ANY SHOULD BE AS QDSE TO THE WATER METER AS POSSIBLE. DATE 01 - 1 9 - 01 I
EL. SILO i� FL. 33_D I - - - IN ALL CASES iT SHALL BE 9EFDRE THE FIRST INTER SOMM
�,OyV I dor 1. SEDIMENT TRAP WILL BE CONSTRUCTED FIRST,
3 SUMP SECONDLY. 2 THE DOUBLE [MEEK VALVE AM REDUCED PRESSURE ALIBI SHALL BE INSTALLED AT DESIGN PGT
I I NV. .3 RNA- POOL 34• 4 2. SEDIMENT TRAP HEIGHT TOO BOTTOM OF SPILLWAY LEAST 12 INCN6 ABOVE THE F'NISH GRADE, FLOW LEVEL OR FLOOR•
FOREBAY 3 MAIN POOL H +I� 3�i. _ - WILL BE NO LESS THAN TWO FEET. 3. PRESSURE VACUUM BREAKER ASSEMBLIES ( ) BE INS PALLED AT LEAST 12 INGfS DRAWN MVL
3. SPILLWAY DEPTH SHALL BE ONE FOOT. ABOVE THE HIGHEST WATER OUTLET. WHEN I A PVB ON AN IRRIGATION SYSTEM
BOTTOM EL. SILO = 4. STONE FACE SHOULD BE NO LESS THIN 6 INCHES
COIMLSIDER THE PLACEMENT OF SPPoHI0.m wA3s ON FILLS AND SLOPES. PMEI SHALL
2 TEMPORARY 3000 PSI GONG• a a0 MEASURED PERPENDICULARLY FROM THE FACE NOT BE INSTALLED AT A LOWER LEVEL THAN THE HIGHEST OUTLET.
3 r� GRAVEL OF THE LARGE STONE. 4. 111E MAXIMUM HEIGHT OF A ®ACiCFLDW A55EmgLY 3 36 INCHES INSIDE AND 80 INCHES OUTSIDE
2 BOTTOM 4�TI.fi' FILTER I 5. SUMP DIMENSIONS SHOULD ALLOW FOR A MINIMUM OF 5. AN ENCLOSURE SHALL BE PROVIDED THAT PROTECTS THE iSSSElBLY FROM THEFT, vmAwISM, '
EL. 27.0 f -- T NOTE: 900 CF OF SEDIMENT STORAGE. TAMPI7W^ WFATHER NO FROST
�80OM7,0 DROP INLET TO HAVE SAND 6. DEPTH OF SEDIMENT IN SUMP WILL B CHECKED AFTER EACH & IN FLOOR. tNNDERGNOl1ND AND VAULT INSTALLATIONS ARE PROHIBITED.
SECTION A •- A TRAP DROP FOOTING 12 & STORM AND CLEANED AS NECESSARY F(MIN. ONCE EACH 6 MONTHS). 7. THERE SHWA BE 24 INCHES CLEARANCE ON ALL SIDES OF THE ASSEMBLY. - LEAVE OPENING AS SHOWN
DETENTION POND OUTLET STRUCTURE SECTION 7. REMOVAL OF SEDITION. TRAP WILL BE DONE IN SUCH A WAY EDIJN'ME7NT, OUTLETS Mq B�A4"R gOH _ BE j� TM
AS TO LIMIT SILTATION. THE
DETENTION POND & FO R EBAY SECTION, D R 0 P INLET DETAIL TEMPORARY 9. 1 TO INSTALLING ASSEMBLIES INDOORS IT I5 RECOMMENDED THE THE CROSS -CONNECTION
NTS - - - SEDIMENT TRAP DETAIL CONTROL OFFICE BE DGWACTFD MR NFORMAI N. W7ER MITERS WILL SHEET 3 of 3
NOT BE SET LHMfI1L THE CITY HAS INSPECTED AND APPROVED THE BACK -FLOW PROTECTIOFL
NTS IDS (910) 343-39tD 00038

Lot 93 r-----------------------
Lot 94 �
Lot 95
Wlld Flower
Section 4
M.B. 25, Pg. 185
Lot 96
Lot 41.
Wild Flower
— —Section 2 —
M.B. 25, Pg. 145
Lot 40
Lot 15
I
Wild FlowerI
— Section 1 _
M.B. 25, Pg. 151
I
Lot 14 i
Lot 1
VICINITY MAP (N•T•S•)
Site
S 20. 47, 18" E 240.2S
I
SCS Properties
D.B. 2266, Pg. 0731 Lot 8
1.46 Ac.
SCS Properties
D.B. 2266, Pg. 0729
1 4.51 Ac.
n/f
M D Newton &
I I
I I
I I I I
I I I I n/f
M D N t A.
Company I I I
D.B. 1887, Pg. 060
I I
I I i
I I
S W W OW E 1123.4W I
I !
l I
11
I I I
I I f
I
ew on
Company
D.B. 1887, Pg. 0653
:'.'.'.L'.'.'.'.'.'.'.'. one Story Metal .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.
Building ......'.. .
Total Area= I 1
11.55 Ac.
1125.0'1
L o t 7
(Abandon d CSXI Rail X
SCS Properties
D.B. 2270, Pg. 0084 I Ico
I I a rn � X� .' �`t i,Pad.•`-:*
I I o I 1 :'.:...
Sheet Metal
4
1 1 N H 1 •Garage'
w
— .... ... 4g.
Base Bearing)J.
..
I T I N 21W OW W i 371.Or I ,
{ I I I I I I I
I I I I I I I
I I I I I
I I I I I I I
I I I I I
I
Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 I Lot 7 I Lot 8 I Lot 9 1 1 F I I I I I
I I I I Division of Lbt #s I I I I I I I
I Elm Grove Fprms I I ( I I 1 1
I I I M.B. 9, PgJ 19 1 I
I I I I !
I I I I II I
L
Judges Road 60' R/W (Public)
GENERAL Notes: Le end
—Boundary information referenced to Book 300,
at Page 156 1 /2.
O EXISTING IRON P
--This property is not located in the 100 year flood EXISTING GROUN
boundary. k
—Tax Parcels 314815643894, 314815645952, 3148116504899 — —s— — EXISTING CONTOUR LINE W/ELEV.
314811652487 & 314811650898
suRVEirm er: Tony Ellsworth SURVEY FOR:
--The contractor is responsible for the location and "" BY' Kristen Dougherty
protection of existing utilities during construction.
vy� For location of underground utilities contact U—LOCO �"�` 1 " = 50' Jon Vincent
at 1-800-632-4949. fD11A"NG
August 1, 2000
CT No.: SURS-99351
—The contractor is responsible for the repair and 5315 S. College Road
replacement of any utilities, curb & gutter, pavement NAmF- ELMGROVE.DWG
etc. that may be damaged during construction. All : Wilmington, N C 28412
damaged items shall be repaired to at least the quality
of workmanship found in the original item. 1 o f i
S1
Sheet : "'
Metal M
Garage 01
Cr
—Linked Fenffw"�6_ Wood Fence
n/f
Duncan & Alice
Cavenaugh
D.B. 2064, Pg. 0313
• len•raee
aim
o�
�E
v�
a
DROP INLET
RIM = 42.20
INV=38.80
I
4" RCP
EIP
I2
NV=38.96
POWER POLE
INV=39.13
R
E
INV=39.
a
o
z,
Ilo
I:
TEL. PEDA
/X INV=38.93
12" RCP %
INV= 40.08
EIP
DROP INLET
a RIM=41 .91
INV=38.9
POWER POLE
WATER VALVE
FIRE HYDRANT
r WV=38.26
Conc. ..�
34
mark Elevation I
R Spike in Power
Pole — Elev.—*IrO
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50' 25' 0'
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RE EIVED
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p I DEC 0 6 2000
I EsC,Fcxx)y/Z
PROd #
BAR SCALE : 1" =50'
50, 100' 150'
6005 & 6011 Market Street I HOBBS SURVEYING COMPANY, INC.
Harnett Township New Hanover County North Carolina
Topographic/As-Built Survey
Lots 18 8, Om Grove Forms
1 0 T
7225 WRIGHTSVILLE AVENUE — SUITE 103
WILMINGTON, NORTH CAROLINA 28403
OFFICE: [phone] / FAX: [phone]