NCC243162_Site Plan or Location Map_20241016

SITE DATA VICINITY MAP(NOT TO SCALE):
I PARCEL ID: Ro7600-002-191-000(TO BE DIVIDED) do :7
�y�0:('''; z
MITIGATION REQUIRED FOR REMOVAL OF CURRENT ZONING: 0&I `77 o 0
SIGNIFICANT TREES �d az°
REPLACEMENT, PROJECT ADDRESS: 701 FINER RD. m SIT
QTY SIZE TYPE INCHES WILMINGTON,NC 28409
1 18" OAK 36.0o p '$,
CURRENT OWNER: GL&SM LTD.PARTNERSHIP
2 10" MAGNOLIA 40.00 5146 MASONBORO HARBOR DR. Si
1 so" MAGNOLIA 24.00 WILMINGTON,NC 28409
TOTAL REPLACEMENT INCHES too ACREAGE IN EXISTING TRACT BOUNDARY 164,171 S.F.(t 3.77 ac.) 5
fg
ACREAGE IN PROP.PROJECT LOT BOUNDARY 69,804 S.F.(t 1.6 ac.)
I EXISTING ONSITE IMPERVIOUS AREAS: REVISIONS
ROAD 3,53o S.F.
CREDITS FOR PRESERVED TREES GRAVEL 285 S.F.
DOCUMENTED SIGNIFICANT CONCRETE SIDEWALK 1,185 S.F.
QTY DBH INCHES TYPE INCHES INCHES CREDITS TOTAL: 5,000 S.F.
1 14" OAK 14 21.00 EXISTING ONSITE IMPERVIOUS AREAS TO BE REMOVED:
1 12" OAK 12 18.00 GRAVEL 285 S.F.
1 1 11" OAK 11 16.50
2 9" OAK 18 27.00 SOILS TYPE: Le(Leon sand-Group A)
1 8" OAK 8 12.00 (Per NHC GIS Soil Map)
1 zz" PINE 22 33.00
1 so" PINE 20 30.00 NOTES:
LOTI 1 16" PINE 16 24.00 1. ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH NEW HANOVER COUNTY LAND
2 15' PINE 30 45.00 DEVELOPMENT CODE.
1 1 13" PINE 13 19.50 2. PROJECT SHALL COMPLY WITH ALL FEDERAL,STATE&NEW HANOVER COUNTY O
°/1'QI TOTAL INCHES PRESERVED t6 REGULATIONS. l l BENNErT 0K AGEn/A 6266, 500100S,LLC TREES q 3. EXISTING SURVEYING PERFORMED BY C.I.GLOVER,PLS,L-4o90 ^ 1--1 m 'C
TOTAL CREDITS FOR PRESERVED 4. SITE IS LOCATED IN ZONE"X"PER FRIS ON FIRM MAP NUMBER 3720313400K,DATED /^� � y
Use:Apartments TREES zg6.o 8/28/2018. I�""I r o N
"'s" DROPINLETCUR,INLET 5. NO WETLANDS,SURFACE WATERS,PROTECTED VEGETATED SETBACKS OR RIPARIAN N N q vD
m':`D
_ - BUFFERS EXIST ON SITE. V) g q 9
1 Ai eN e s w.N.s 6. PRIOR TO CLEARING,GRADING,OR CONSTRUCTION ACTIVITY,ANY WELLS THAT ARE 'a-.00°:L
\ 1 EXISTING MUST BE PROTECTED AROUND EACH WELL HEAD/CASING AND CAPPED. 1114
I CI I 1/ / 7. ALL PINE TREES ARE ASSUMED TO BE LOBLOLLY PINES.ALL GUM TREES ARE Jr..0 00 0 F
wa.Bsu1MC 00c5;is/",z.,POFe�K 't'- \ • i l❑ I " / �J 1UM to ASSUMED TO BE SWEET GUMS.CONTRACTOR TO VERIFY SPECIES PRIOR TO CUTTING. O I~�p O 5
--- . ` cu66�xLer FFF+++iii o
\�V ) -- ` 1 1 I TREE PRESERVATION NOTES: C ) w a,'a
��` 9 I' I 1. PRIOR TO ANY CLEARING,GRADING,OR CONSTRUCTION ACTIVITY,APPROVED TREE .T4 �" q 2
s - _• \y I _ -_ J_ E ., z°z5'gq"E -- 721.90'_-__-__----__-_---------_------ PROTECTION FENCING,SUCH AS SAFETY BARRIER FENCING,AWOODEN SLAT SNOW O o p�8
56
Ym-r� 1.'"�Y�W` - =` 0,_,, I QC.�MH q2o. FENCE OR WIRE FENCE,SHALL BE INSTALLED AROUND PROTECTED TREES OR TREE ��Cj-� 'n �'""•�
511y I = 5 STANDS LOCATED IN CONSTRUCTION AREAS OR OTHER SITE AREAS THAT WILL BE HI 4 r Q 1'�
_ I DISTURBED BY CONSTRUCTION ACTIVITIES.THE FENCING SHALL BE AR MINIMUM OF r , C�
/IIII / , ' , I*4.. ° I1
■ FOURFEETINHEIGHTANDBEOFDURABLECONSTRUCTION.TREEPROTECTIVE/ II ■N >e ro e2R�.,oyen ���.,RN \ � >�«,y e lY wNe>';G� � I FENCING SHALL REMAIN IN PLACE THROUGH COMPLETION OF CONSTRUCTION Z �e
■t ,
I■ / ,�,.>.�i oAR s•;.;y. i�'- \ seo i' 1 e 2. NO CONS RUCTION WORKERS,TOOLS,MATERIALS,OR VEHICLES ARE PERMITTED N
ALLEY CURB
1 'q,16 •'°^K \z,°P�xe roeeln�'r"9zNoveD w'. I WITHIN THE TREE PROTECTION FENCING.
's^'°" a e �/ ,�Po 1 a, '` a emu. 2 \ N --NI1 aI.3.4 W--11Q.6S'-- 3 IF AN EXISTING TREE RETAINED TO COMPLY WITH THE STANDARDS OF THIS SECTION
/ \46\ I /} rus 7(', ' o one I \ I p I IS DESTROYED,SUBSTANTIALLY DAMAGED,OR DIES AS A RESULT OF NEGLIGENCE ON
�0002 �,�. _ ,�„'°^s li I *�� / THE PART OF THE PROPERTY OWNER WITHIN THREE YEARS AFTER COMPLETION OF
III II \\ I J >"wrf 1 2 I CONSTRUCTION,THEN REPLACEMENT TREES SHALL BE PLANTED ON THE SITE WITH ��
} a' j i 555 1
I I I I I A TOTAL DIAMETER EQUAL TO TWICE THE DIAMETER OF THE RETAINED TREE.A
WATERSTOP OF a°RIaDIcn0NAL °ANK +I II II sews � P i i. ; i j 1 x I MINIMUM GROWING AREA OF 144 SQUARE FEET SHALL BE PROVIDED FOR EACH
11 S70O,S ' I s I REPLACEMENT TREE.IF THE PLANNING DIRECTOR DETERMINES IT IS INFEASIBLE OR
e"� X e I, 16a i i EX.DRIVEWAY APRON& I I FOR REPLACEMENT TREES)TO BE ACCOMMODATED ON THE SITE,THEN A PAYMENT
/ I I / `_ 'I I I I I MAYBE MADE TO THE COUNTY'S TREE IMPROVEMENT FUND EQUIVALENT TO THE
I I/1 / -- 12] XCURBING TO BE REMOVED I I PRICING STANDARDS IN THE COUNTY FEE SCHEDULE. U
II .0. I I I , W
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��i 1 I I. \ „^��OP ��4 _ � I>�>*. GRA�. II I 1 G, I LOT 2 I I IWEL I �0 z �
���I ,e^♦>w. P� �� u ws %.•i -° MAP BOOK 64 PAGE wz °,� II
id
'► Yrw6 AREA:3.TI ACRES>� ,.^e� I ✓ P1D:R°,6°°-002- -000 I I p-I
II II L Hill T
--� ZONINfP „ I I I nit i I--I �U 0
ER.GL M LIMITED PARTNERSH sc, IC6no6a,PREAVG 27ogDANNEN PRLLC /' � \ .I II) I' HI O IU 6a GL&9MLIMTS PARTNERSH,P
ER
Go mg: 111 6, �UeaNVacan°[AD I Use:Single FamByOtteeidentiel vl I � Single Residential O 1�1 O
11 1 I.ROPOSED LOT 3 6q� 1 ► z G� W
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11 J ,e °xw w \ I, a I z I II I U =°
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- 3u�-- -----E.a WATER MAIN at- -w ^„ --=rS�e mow- ' w--..-aq 751 ---w---w---w---w---w---w---w N62°z5'49°W 153. S' �✓I�-i�
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1 6765.
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4
PINER ROAD P
MG OP WAY WIDTHVARIES
4 `
,BEN > , os ESTATE °BK ,PG36 6Rs0a0P ° n/f n/f
nig: -i IZoning:
-1 MYRTLE GROVE PRESBYTFAIAN CHURCH MYRTLE
YTERIAN CHURCH
Use: Use:Single B,de a BR 668g,PG0863 IC56yPGoac CLIENT INFORMATION:
\ I \ U Residential
R-S5 \ Zoning:R-i5
\ I \ Use:Single PemilyResidential \ Use,...
GL&SM Ltd.Partnership
\ I \ \ MasonboroHarbor Dr.
Wilmington,NC 28409
I --
\ \ \ I LEGEND ox FENCE DRAWN: JDC SHEET SIZE: 241C36
\ (
eGDER°Y MNe
wFOT CHECKED: CDC DATE: �/3/2G24
m PROTECTION
LIMITSOPDISNRBANCE APPROVED: CDC SCALE:
\ I \ \ X THEM BBREMOVED
I
30' 15' 0' 30' 6 PROJECT NUMBER 2024-003
\ \ \ I NMI NMI � DRAWING NUMBER: C O
Scale:1"=30' 1 OF 7

SITE DATA VICINITY MAP(NOT TO SCALE):
UTILITY NOTES: m
1. EXISTING WATER AND SANITARY SEWER SERVICES ARE CURRENTLY PARCEL ID: Ro7600-002-191-000(TO BE DIVIDED) 8r' Gm 17 I
AVAILABLE TO THE SITE FROM CAPE FEAR PUBLIC UTILITY 'y�oG+ y p AIf1
CURRENT ZONING: 0&I ci^ ° a
LOT 1 AUTHORITY PUBLIC MAINS. �t o
2. ALL PROPOSED UTILITY SERVICES,SUCH AS ELECTRIC POWER,CATV, PROJECT ADDRESS: 701 PINER RD. 'SIT p
GAS&TELEPHONE SHALL BE INSTALLED UNDERGROUND. WILMINGTON,NC 28409 S
c-4 3. ALL WATER&SEWER UTILITIES TO BE INSTALLED PER CFPUA P �
n/f TECHNICAL SPECIFICATIONS&STANDARDS. CURRENT OWNER: GL&SM LTD.PARTNERSHIP P' RD
BENNETT VILLAGE APARTMENTS,LLCPROJECT SHALL COMPLY WITH CFPUA CROSS CONNECTION CONTROL
4. 5146 MASONBORO HARBOR DR q
Q BK 6207,PG 2432 REQUIREMENTS.WATER METER(S)CANNOT BE RELEASED UNTIL WILMINGTON,NC 28409 Li 2
c- Zoning:O&I ALL REQUIREMENTS ARE MET AND N.C.D.E.N.R.HAS ISSUED THEIR E,
Use:Apartments YARD INLET "FINAL APPROVAL.".CALL 332-6558 FOR INFORMATION. ACREAGE IN EXISTING TRACT BOUNDARY 164,171 S.F.(±3.77 ac.) g a
Y RIM=25 91 5• ANY BACKFLOW PREVENTION DEVICES REQUIRED BY THE CFPUA ACREAGE IN PROP.PROJECT LOT BOUNDARY 69,804 S.F.(±1.6 ac.) p
o DROP INLET CURB INLET WILL NEED TO BE ON THE LIST OF APPROVED DEVICES BY
O RIM=25,5R RIM=25.94 USCFCCCHR ORASSE.
M. PROPOSED USE: GENERAL&MEDICAL OFFICE REVISIONS'=*'S3 6. IF CONTRACTOR DESIRES CFPUA WATER FOR CONSTRUCTION,HE
AY SHALL APPLY IN ADVANCE FOR THIS SERVICE AND MUST PROVIDE A BUILDING SIZE: 13,125 S.F.GFA TOTAL
0 REDUCED PRESSURE ZONE(RPZ BACKFLOW PREVENTION DEVICE
\ ) (6,000 SF Med.Office/7,125 SF Gen.Office)
I ON THE DEVELOPER'S SIDE OF THE WATER METER BOX.
\\\\\ INV 6"ORIFICE-z1.o* /.(y\ y� ❑ r❑ R WHEN PVC WATER MAINS AND SERVICES ARE PROPOSED,THE PIPES BUILDING HEIGHT: 1-STORY/t14'
\ WATER SURFACE 3/26/24=21.3 / CURB INLET ARE TO BE MARKED WITH NO.10 INSULATED,SINGLE-STRAND
TOP OF BANK ��EP CALCULATION FOR BUILDING COVERAGE:
`? \ \sa^^RCP -�7 i R M=26.62 TAPEETHIS IDS TO BE ACCESSIBTIE IN ALL VALVES PIPES
AND METER OXES PROPOSED COVERAGE 13,125 S.F.a 69,804 S.F.=18.8%
CI*1 \ I �z \as�� -
RIM.zq 8 J a / TO AID IN FUTURE LOCATION OF FACILITIES. BUILDING SETBACKS:
18"RCP INTO , I ° 8. SEWER GUARDS REQUIRED AT ALL MANHOLES.STAINLESS STEEL
INV:21.6 \`es - - 2 INV:BOX -�- _ I / SEWER GUARDS REQUIRED AT MANHOLES LOCATED IN TRAFFIC FRONT: REQUIRED=25' PROPOSED=32'
ay�� 5• _ E%.42"RCP - - - _ AREAS. SIDE: REQUIRED=Q o'Interior/zg'Street PROPOSED=33/64'
-- - -- -- - - -- -a- -k - - - -- 9.- SERVICES SHALL BE PERPENDICULAR TO MAIN AND TERMINATE AT REAR: REQUIRED=3o To Res.Use PROPOSED=148'
�916^TINE \� �� �� ° 1 3 RIGHT-OF-WAY LINE.SERVICES IN CUL-DE-SACS ARE REQUIRED TO T
�53 18"RCP N � I EX.SSMH BE PERPENDICULAR OR MUST ORIGINATE IN MANHOLE AND PROPOSED IMPERVIOUS AREAS: `J p
1 I �� ° TERMINATE AT RIGHT-OF-WAY LINE. BUILDINGS 13,1z5 S.F. l o
- - rc -� +"'o°1 ASPHALT PARKING/DRIVE AREA 22,475 S.F. pp
M1�` + OBE i yo. ALL SERVICES TYING INTO DUCTILE IRON MAINS SHALL BE 1 r•I Q
III I ryyb+ + CONCRETE SIDEWALK,C.&G.,ETC. 3,530 S.F. (--1i.
ry °4 + 5 CONSTRUCTED OF CLASS 5o Dip.WITH PROTECTO 401 CERAMIC •
+ + ^0 FUTURE 8,508 S.F. ��I 1 ^ r 7 y
/ I + + + 2D o3° + tl EPDXY LINING. TOTAL 47,638 S.F(68.2%) �+ � 1 00 N
/ + + ' �. ®I
tlNII I 11. MINIMUM 1o'UTILITIES EASEMENT PROVIDED ALONG THE WNCInz p FRONTAGE OF ALL LOTS AND AS SHOWN FOR NEW DEVELOPMENTS. TOTAL ONSITE IMPERVIOUS AREAS: r +' `�oc q 0
Ip + so
++++ T / 6 _ • 8 + a 1TTE TO EX.6"SSCO ' 12. NO FLEXIBLE COUPLINGS SHALL BE USED. PROPOSED 47,638 S.F. Cr) �./ 50, ;Pr/2 [NV:zvo +� �� C6 y ALL STAINLESS STEEL FASTENERS SHALL BE 16. EXISTING TO REMAIN 4,715 S.F. ' 0 ;9z5,0 / / _ _ +I I vALLev CURB 3 3 ofis5ow 14. THE CONTRACFOR IS RESPONSIBLE FOR THE LOCATION AND TOTAL 52,353 S F(75 0%) QU00ro.,I I \ \ '�'_ 252 / PROTECTION OF EXISTING UTILITIES DURING CONSTRUCTION. O p`� I 6"S8C0 CALL NC811 AT 811 OR 1-800-6 z- PARKING REQUIRED: r ai•�6 p0 51 es �p pp 3 4949 CONTRACTOR IS RESPONSIBLE MEDICAL OFFICE USE:(g.g/1,000 of) \„) rTl c,G® / \ I /I
) ®\ O ¢III 3 Iwx GUTTER FOR THE PAEVEMENTPAIR DETCPTHATMAY BELACEMENT FBEE DAMAGEU ANY EDURING& 6,00o SF/l000*3.5= 21 SPACES W z .?~y1 \ -_ \ z Fp / CONSTRUCTION.DAMAGED ITEMS SHALL BE REPAIRED TO ATGENERAL OFFICE USE:(z.5/1,00o of) g w O p OLEAST THE UALITY OR WORKMANSHIP FOUND IN THE ORIGINAL x'-"" 1)
1 o aCC Q 7,125 SF/loon*2.5= 18 SPACES 'OvBaI + O \ Z� ++ ; 10 I I I ' ITEM. OT3 O 15. THE PROCESS FOR TELEPHONE CABLE PLACEMENT:*FINAL GRADE PARKING PROVIDED: 67 SPACES(3 ADA) T., - O
TOP OF BANK 11 ,
JURISDICTIONAL WATERS �55 ® o ® ® ,z$.651I.O WILL NEED TO BE ESTABLISHED.*POWER WILL PLACE THEIR ��j-1 `�5 + ®+ , u +®++ c4 z IXICABLE FIRST-APPROXIMATELY 3'DEEP.*BELLSOUTH&CABLE TV PARKING LOT INTERIOR LANDSCAPING 1--) Z •1yI@j (.2
5 I' iP,++ ® Iw I �' WILL THEN PLACE THEIR CABLE AT APPROXIMATELY 2'DEEP. REQUIRED 22,475 S.F.*8% 1,798 S.F. F-1 5
w I r., I � 16. 3'SEPARATION BETWEEN JOINTS,FITTINGS,SERVICE SADDLES AND PROVIDED 2,740 S.F. 41
1l �8U +15 eyv + ®�I WYES ARE REQUIRED FOR SS AND WATER TAPS.
I O / 5 MATCH EX.SIDEWALK FOUNDATION PLANTINGS:
iII1 c4 �?5 \ 17. ANY EXISTING SEWER AND WATER SERVICES NOT BEING UTII iZFD REQUIRED 175 LF X 12.FACADE X 1z%: 252 S.F.
DUMPSTER PAD&ENCLOSURE + m \ - -27.25 ARE TO BE ABANDONED TO THE MAIN PER CFPUA STANDARDS. PROVIDED: 1,28o S.F.
(SEE DETAIL) I yr I1X118. SOLID WASTE DISPOSAL IS BY PRIVATE DUMPSTER SERVICE. ‘,. ,.%,
1I I1i \ N I li
MATCH EX.SIDEWALK STREETYARD PINER RD.:(18 S.F./LF FRONTAGE.9'MIN./27'MAX.WIDTHS) "
I z6.15 \ / MI
IMI
0 t27.2o \ 272 LF FRONTAGE 272-23 LF ROADWAY=249 LF FRONTAGE
n NI/N�JJJ'* a° -N / \ .p • ('III` REQUIRED:18'X 249 LF 4,482 S.F.
4 6 z 0 I 6 (1)z"WATER SERVICE 1 `\ \ PROVIDED: 4,60o S.F.
MATCH EX.SIDEWALK
z6.15 I ' �/ (36"MIN.BURY)
z6.35 \ 227.16
���, -.1 9'CTYP) 1 T zs.8 , I I I I f 1 C:_.1.
\ STREETYARD BENNETT VILLAGE RD.:(9 S.F./LF FRONTAGE.4.5'MIN./y3.5'MAX.WIDTHS)
I 11 388 I IDS t!3 S'�;9 ' (1)z"WATER SERVICE W/1.0"METER 18" OT 2 / z55LFFRONTAGE255-z5 LF ROADWAY=z30 LF FRONTAGE
i �,=it;
+ + INSIDE EASEMENT&CFPUA APPROVED / REQUIRED:9'X 23o LF 2,O7o S.F.
++ A - PROVIDED: 2,480 S.F.++ ' BACKFLOW PREVENTOR �7�7 £�'\ + ++++++. ..,$, 3 SEPARATION BETWEN JOINTS, MAP BOOK 66,PAGE 142 /�Ia + O f a + �y���� - EXISTING SEWER AND WATER DEMAND: o GPD® L� `� \+ FITTINGS,SERVICE SADDLES AND WYES r k py
Y ® V® a n ` rMNIII + +d ARE REQUIRED FOR SS AND WATER TAPS. -® E ® ® + o PROPOSED SEWER AND WATER DEMAND: 2,00o GPD (Vu:€ A 11)ATIINE TO PROP.WATER AREA: ACRES Z
a
z6.8 .SPSiI)EWALK Er . °- ! n 1 W/z"X8'T.S.&V. PID:R0760o 002-191-000 ESTIMATED TRIP GENERATION(Per Trip Generation Manual): IW-I z
1)I - ° - I/ ZONING:O&I OFFICE&INSTITUTION 6,00o SF MEDICAL DENTAL OFFICE(ITE CODE 720)
n/f - ® �\+. -�-,>, u �� �. �. A.� H_4o PVC�I. __-- AMPEAK:19 PMPEAK:24 DAILY:217 1�1
10" OWNER:GL&SM LIMITED PARTNERSHIP I-I ^
DANNEN PROPERTIES,LLC I u •`` ; DEED BOOK 3430,PAGE 30 1-; 1i O
II II //// / / / / 1 / / /// / / /
BK g98q PG 2355 I I Ri INLET TRACT V(RESIDUAL) 7425 SF GENERAL OFFICE(ITE CODE 710) ^ H
Zoning:O&I =26.a7 AM PEAK:a PM PEAK:10 DAILY:77 I--1 � r
_ 7o1 PIKER ROAD `/
Use:Vacant ", _ ------ MATCH EX.SIDEWALK .'
�71 Use:Vacant PROJECT TOTAL: AM PEAK:30 PM PEAK:34 DAILY:294
PROPOSED LOT 3 ` z w W
YI#1 = CURE INLET i � O
I e ,. I6 Rin-26.47 'I W
I{ RIM:25.9
I zo 75 DEVELOPMENT NOTES: <I O
11 / ' I * II 1. ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH NEW HANOVER COUNTY LAND DEVELOPMENT CODE. 6 W r',
10"PVC INTO BOX 2. PROJECT SHALL COMPLY WITH ALL FEDERAL,STATE&NEW HANOVER COUNTY REGULATIONS. _WJ C-' Y+I
,a Ilif
/ INV-20 3 3. NO SIGNS ARE PROPOSED AT THIS TIME.ANY FUTURE PROPOSED SIGN IS SUBJECT TO SECTION 5.6.OF THE UDO. _
IL / PROP.i-STORY BUILDING i I I \ II 11
FIRE&SAFETY NOTES:
5' 75'X 175' '?/ '' III i / 1. CONSTRUCTION TYPE:II-B(COMMERCIAL) W a
FFE:27.0 @! - III \ II 2. PROPOSED BUILDING WILL NOT BE SPRINKLED. H
jI / a I I / I ON.
\P / 3 CURINGCONS ALL MAINTAIN AN ALL-WEATHER ACCESS FOR EMERGENCY VEHICLES AT ALL TIMES -
I v° I / / 4. BUILDING INFORMATION SIGNS MUST BE PROVIDED IN ACCORDANCE WITH THE"2018 NC FIRE CODE APPENDIX ZW
I 1. w 1 yI
I 5. CORENTRACTOR SHAS.LL SUBMIT A RADIO SIGNAL STRENGTH STUDY FOR ALL COMMERCIAL BUILDINGS THATCi)
I I I R I , I _ -.9 I I DEMONSTRATES THAT EXISTING EMERGENCY RESPONDER RADIO SIGNAL LEVELS MEET THE
I _26� B„OAK I \ n REQUIREMENTS OF SECTION 510 OF THE 2018 NC FIRE CODE.
/ IN ///////////////////////////////-/T////////// //// P L I 6. ANY DRIVEWAY GATE TO BE SIREN ACTIVATED AND HAVE KNOX KEY OVERRIDE. �Iuunul� {
2� NE °e�a� 7. ALL FIRE HYDRANTS MUST BE INSTALLED WITH 5 INCH STORZ QUICK CONNECTS ON A 4.5 INC
IH STEAMER �,,1� C.J
I I I _ i io"SCH-40 PVC @ 1.5% 3"PINE I Q CAR 3
Mi _ I Lo'X 70'NCDOT IN COMPLIANCE WITH NHC FIRE SERVICE REQUIREMENTS. "\�`
1 "�' 22'PINE P /, a EX.F� I SIGHT TRIANGLE TYP. 8. NO OBSTRUCTIONS WITHIN 36"AROUND A FIRE HYDRANT,INCLUDING BUT NOT LIMITED TO,STREET .S(O
, I1 L - - _26 ��-2- 9 OAK_ea_• 'S'PINFaU1 d ��ri I - l
}/ 25 - aAx as-M I f_ /� SIGNS,LANDSCAPING AND BROUGHT POLES AND BOXES. _ A
9. NEW HYDRANTS MUST BE INTO SERVICE PRIOR TO COMBUSTIBLE MATERIALS DELIVERED TO THE (�
r ® ♦♦♦♦♦ PRIMARY STREETYARD♦ / I / JOB SITE. iy'> _O3zQR5
1�•/ 20'PUBLIC UTILITY EASEMENT -- - - ----I- - 10. FIRE APPARATUS ACCESS ROADS SHALL PROVIDE A CLEAR VERTICAL CLEARANCE OF 14 FEET INCLUDING TREES, •. V' �
\ 1 _ - _� - - CANOPIES,BRIDGES,ETC. -Q�S, 1���`
o' • 11. DURING CONSTRUCTION,PREMISES IDENTIFICATION IS REQUIRED,AND MAY TEMPORARY IN NATURE GP���.
- - -3Fl0_ - -3.• - - - -- •♦® ♦�� .- = • _•: / 1L- L L - _ -- -_ PROVIDED IT IS LEGIBLE AND WEATHER RESISTANT. Q � n(n I'��
_W�� EX.8"WATER MAIN i _ _ L W_ W_ W W W W 12. PREMISES IDENTIFICATION IS REQUIRED.ADDRESS NUMBERS ARE REQUIRED ON THE STREET SIDE.NUMBERS .(�v
N SHALL NOT BE LESS THAN 6 INCHES TALL AND a/4 INCHES WIDE,MUST BE WEATHER RESISTANT,AND CONTRAST c �0,
I ------ ---- __-_--- N IN COLOR AGAINST THEIR BACKGROUND.
I 2715 -
II
PINER ROAD i, LEGEND CLIENT INFORMATION:
RIGHT OF WAY WIDTH VARIES --- GL&SM Ltd.Partnership
E OF PAVEMENT 5146 Masonboro Harbor Dr.
Wilmington,NC 28409
_F. SS FL Pao°6=3SED rrnnx sewers LINE
RUNOFF DIRECTION
// ®II SPOT ELEVATION
- - - - - - - - - - - - - - - - - - ,'••,.,J TARRING LOT LANDSCAPING
SPREEPYARD LSOBSCAPING DRAWN: SAE SHEET SIZE: 24036
n/f n/£ CHECKED: CDC DATE: 7/3/2O24
BENDER NELLIE C LIFE ESTATE OVERSTREET] UNDanoxeuNrnNCE
BK 1892,PG 0036 BK 5424,PG APPROVED: CDC SCALE:
Zoning:R-15 N. PROJECT NUMBER: 2B24-003
Use:Vacant Use:Single Family
20' 10' 0' 20' 40' DRAWING NUMBER:
J J C_1
Scale:1"=20' 2 OF 7