NCC240974_Site Plan or Location Map_20240410

I > L - - - - - - - µoyw. REVISIONS
om- NOTES' f Dais Description By
N/F I A ZONING 1R7i 1 1323rmD AND
BJW
Cameron Properties Land 'all, N/F 1) TOPOGRAPHY AND TREE SURVEY COMPLETED BY MICHAEL UNDERWOOD AND HS UPDATE TREES
Company, LLC I FAEC Holdings, LLC ASSOCIATES, P.A. N. h % Dl232&DUDB. 5884-2941 D.B. 6110-1716 2) CONTRACTOR SHALL FIELD VERIFY SIZE, MATERIAL, INVERTS AND LOCATION OF ALLirr.
ZOnn" �g[I 7nin 0&I EXISTING UTILITIES PRIOR TO INSTALLATION OF PROPOSED CONNECTIONS. G, r
1G•NON-MUNICIPAL EASEMENT Land Use: Vacant Land Use: Medical Offices 3) EXISTING EASEMENTS AS SHOWN QP
MAP BOOK 66 PAGE 314 _ 4) CONTRACTOR SHALL MAINTAIN ALL-WEATHER ACCESS FOR EMERGENCY VEHICLES AT 66
R/W T •y - ALL TIMES DURING CONSTRUCTION. 04
/ �• �` 5) ADDITIONAL FIRE PROTECTION AND/OR ACCESSIBILITY REQUIREMENTS MAY BE 00 S
/'p, REQUIRED DUE TO ANY SPECIAL CIRCUMSTANCES CONCERNING THE PROJECT.
_ NO •'441
--------- -------- 'y ' 6) UNDERGROUND FIRE LINE(S) MUST BE PERMITTED AND INSPECTED BY THE
- - ----- - -- 'la 1 -"c
6'•w 6"W - 6"W 6"W 6"W 6•W 6"W 6"W / 6"W -6'W CONTACT
FIRE DEPARTMENT FROM THE PUBLIC RIGHT-OF-WAY TO THE BUILDING.
a -44--- 4 / CONTACT THE WILMINGTON FIRE DEPARTMENT DIVISION OF FIRE AND LIFE SAFETY AT
_ 4 / 91 0-341-0896.
-�� w% � N. % IRON GATE DRIVE // LOCATION MAP
SOLID WASTE H15
c - D u'9M� - z - - - - - - - - 1) SITE TO USE DUMPSTER.
`° ��°/F q '` °' - - 44 .`♦ SITE DATA:
4'SS 8"SS 6"SS -9' s_ 6'Ss =(6 0 PUBLIC R/W) IBAmC
„ I.. REBUILD SIDEWALK ATCH DUST.ASPHALT GRADE 1) PLEASE COORDINATE WITH CITY TRAFFIC SIGNS AND MARKINGS MANAGER PRIOR TO PROPERTY OWNER CAMERON PROPERTIES LAND COMPANY, LLC
--0<^-- t'I' __--- 43.5* INSTALLATION OF ANY TRAFFIC SIGNS.
_ PROJECT ADDRESS 2725 IRON GATE DR
_--- - ---_-=---- - _ _ -_ 7. -- 2) ALL PAVEMENT MARKINGS IN PUBLIC RIGHTS-OF-WAY AND FOR DRIVEWAYS ARE TO PIN NUMBER R06020-001-046-000
- oPµ ^' ---- � cPr` BE THERMOPLASTIC AND MEET CITY AND/OR NCDOT STANDARDS.
f e2 d • r or or or oY:t• •-� D / AREA NOT IN A FEMA 100-YEAR FLOOD ZONE.
�� = y'�91 L i1• 3) ALL SIGNS AND PAVEMENT MARKINGS IN AREAS OPEN TO PUBLIC TRAFFIC ARE TO
��•.,, • - : \ • • %, .• ,". • LEN ayn �,•r� z��� .b�„ MEET MUTCD STANDARDS, ZONING DISTRICT O&I
R/W - - 3. - ,_ �Y mir ar 4 R/W 4) ALL TRAFFIC CONTROL SIGNS AND MARKINGS OFF THE RIGHT-OF-WAY ARE TO BE
4," tr NON-MUNI 'AL EASEM" • X ''0� •• ,y 4+3�P I�.I �' I.11' / `� 4 MAINTAINED BY THE PROPERTY OWNER IN ACCORDANCE WITH MUTCD STANDARDS. DISTURBED AREA 1.6 AC
' •, `-♦' MAP BOOK 66 PAGE 314 NSA '6 „.,.0 t• OY.iz4.t!T,!` �' '. , "4i - '0^c^ 5) ALL PARKING STALL MARKINGS AND LANE ARROWS WITHIN THE PARKING AREAS SETBACKS REQUIRED
.1 • �-, a5,�';�I- al},./-�- F- - - - - SHALL BE WHITE. FRONT: 20'
3 15' •
Stree rd \ I�; ��.���11- '2 °-, 6) ANY BROKEN OR MISSING SIDEWALK PANELS AND CURBING WILL BE REPLACED. REAR: 20'
- 3 .._�„ /!XK!T� �l!T�i�' // I ', / 4'' TOPO•o �2�o PB 7) CONTACT 811 PRIOR TO CONTACTING CITY OF WILMINGTON, TRAFFIC ENGINEERING SIDE: 0' a
µ,7 -'��� - ,�' '���i� •11 / ' ��-_�_�� 4'D'oy,,L L y��L� REGARDING THE UTILITIES IN ROW.
/� •r 4Y Y 4,,, •,,.F�, / y ,�F PROPOSED SETBACKS: FRONT: 204'
M� '"r •/,!'I I A ►- 'o°• T1 'It 9 o •o r 8) CONTACT TRAFFIC ENGINEERING AT [phone] TO DISCUSS STREET LIGHTING N
?/ Y1YiY Y��• "I e III1♦ I 2 2 d OPTIONS. REAR: 20,2' F+I
-�i•� �i�i� \i 9) NO PARKING SPACES, FENCES, WALLS, POSTS, LIGHT, SHRUBS, TREES, OR OTHER SIDE: 16' E l
i ..... .I�► '- , p oY..i•:i!Y vY: I I F I No. 7
�e il���,I���� 1•• �II I RIM 43.5 TYPE OF OBSTRUCTIONS NOT SPECIFICALLY EXEMPTED SHALL BE PERMITTED IN THE Z
I No. 2 -- 1I SPACE BETWEEN 30 INCHES AND ABOVE GROUND AND 10 FEET ABOVE GROUND LEVEL TRACT AREA 64,705 SF (1.49 AC)
/ vole/ • NO, 1 RIM 44.0 • �'U •I V - INV. 40.45 WITHIN A TRIANGULAR SIGHT DISTANCE.
(/ b RIM 4430 $ I INv: 40.72 n: 'III I BUILDING USE OFFICE U
, INV. 41.0 ��\ �b I No. 3 \N 1 0 LANDSCAPING EXISTING BUILDING AREA 0 SF z sn
/ 3 -------44- \ / RIM 45.0 II 1x 1) A LANDSCAPING PLAN INDICATING THE LOCATION OF REQUIRED STREET TREES SHALL TOTAL PROPOSED BUILDING AREA (GROSS 21,000 SF Z l/)
/ // 3 0 \ / I I 0' TEMPORARY BE SUBMITTED TO THE CITY OF WILMINGTON TRAFFIC ENGINEERING DIVISION AND THE BUILDING LOT COVERAGE (10,500/64,705)) 16.2% W r,
7INV. 40.54 48. PARKS AND RECREATION DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO THE O W
--- 1,}4.w I I CONSTRUCTION ENTRANCE NUMBER OF BUILDINGS 1//r- _• \ / RECORDING OF THE FINAL PLAT. STREET TREES MUST BE LOCATED A MINIMUM OF 15 MAXIMUM BUILDING HEIGHT 45' V) W 0
.a\ �� A• FEET FROM STREETLIGHTS./t�ou��\\ _ II j''' I BUILDING HEIGHT 31'-7"
p * 2) ALL PROPOSED VEGETATION WITHIN SIGHT TRIANGLES SHALL NOT INTERFERE WITH NUMBER OF STORIES 20N 0 F---1
i , ; �, 3 \ I CLEAR VISUAL SIGHT LINES FROM 30"-10'. SF PER FLOOR GROSS w 'rT'
Y 3 ao, i / II3) PRIOR TO ANY CLEARING, GRADING OR CONSTRUCTION ACTIVITY, TREE PROTECTION ( )
b /'► b 1ST FLOOR 10,500 SF W r Q/ FENCING WILL BE INSTALLED AROUND PROTECTED TREES OR GROVES OF TREES. NO F+�/ /� - (.� �`}\ v. > II CONSTRUCTION WORKERS, TOOLS, MATERIALS, OR VEHICLES ARE PERMITTED WITHIN THE 2ND FLOOR 10,500 SF/ (� _- .. vI I TREE PROTECTION FENCING.3 I I 4) ANY TREES AND/OR AREAS DESIGNATED TO BE PROTECTED MUST BE PROPERLY EXISTING IMPERVIOUS AREAS: 0 SF W Op
I 3 El BARRICADED WITH FENCING AND PROTECTED THROUGHOUT CONSTRUCTION TO INSURE PROPOSED ONSITE IMPERVIOUS AREA:44 I THAT NO CLEARING, GRADING OR STAGING OF MATERIALS WILL OCCUR IN THOSE AREAS. PROPOSED BUILDING FOOTPRINT 10,500 SF Q�I b \ I {I$ 5) NO EQUIPMENT IS ALLOWED ON SITE UNTIL ALL TREE PROTECTION FENCING AND SILT PROPOSED ASPHALT 35,615 SF Z W W U
CI No. 5- L o_ \ /- I I. N, FENCING IS INSTALLED AND APPROVED. PROTECTIVE FENCING IS TO BE MAINTAINED PROPOSED CONCRETE 2,390 SF E' x
RIM 44.4 .&I, c� 3 \ td a I THROUGHOUT THE DURATION OF THE PROJECT AND CONTRACTORS SHALL RECEIVE FUTURE 23 SF Q� �I q E.
INV. 41.4 1 �`��"� 4 3 �V' \ II III ADEQUATE INSTRUCTIONS ON TREE PROTECTION METHODS. TOTAL IMPERVIOUS AREA 48,528 SF (75%) (Y,
',i,�. No. 4 \ 6) ALL CURBING AROUND LANDSCAPE ISLAND TO BE MINIMUM 6" IN HEIGHT.RIM 45.0 44.�6•� I. (J I 7)TREE PRESERVATION/REMOVAL PERMIT IS REQUIRED PRIOR TO CLEARING AND LAND IMPERVIOUS ALLOTTED: (75% OF 64,705) 48,528 SF A T FR ,'�• b iDI
INV. 40.36 44.y� (1 DISTURBANCE. vy 15" INd IN ..1.1 /;-1- \ , '1 - II I 8) LABEL PROTECTIVE FENCING WITH SIGNS TO BE PLACED EVERY 50 LINEAR FEET, OR PROPOSED OFFSITE IMPERVIOUS AREA: 1,564 SF CS
° l \\` MI II AT LEAST TWO (2) PER AREA, IN BOTH ENGLISH AND SPANISH 'TREE PROTECTION AREA: C O Z
Z?�'1, 3 �+ 1 I I I I I DO NOT ENTER". PARKING REQUIRED: (MEDICAL OFFICE-10,500) I 0 F
•�, �4� b �� ,, v 11 / 1 � 9) STREET TREES MUST BE LOCATED A MINIMUM OF 15 FEET FROM STREETLIGHTS. MAXIMUM: (1/200 SF) 53 SPACES I`•-I�'U'
Z • il t�
I 9 �/ 0 t ♦ ,I3 CFPUA PARKING REQUIRED: (PROFESSIONAL OFFICE-10,500) 2A Q Z
d 3 4� •' K4 1) WATER AND SEWER SERVICE SHALL MEET CAPE FEAR PUBLIC UTILITY AUTHORITY MAXIMUM: (1/250 SF) 42 SPACES
'' \i I 1 I l�i^4- -1�'4" (CFPUA) DETAILS AND SPECIFICATIONS. MAXIMUM PERMITTED: 95 SPACES t,,�
w N: 1\ •.% I IIII{ I 2) PROJECT SHALL COMPLY WITH THE CFPUA CROSS CONNECTION CONTROL SPACES PROPOSED: 95 SPACES ~�02
111 I REQUIREMENTS. WATER METER(S) CANNOT BE RELEASED UNTIL ALL REQUIREMENTS ARE •
I f *4 1'- °" I�' MET AND THE STATE HAS GIVEN THEIR FINAL APPROVAL ♦1
N/F I b I b r I 3) IF THE CONTRACTOR DESIRES CFPUA WATER FOR CONSTRUCTION, HE SHALL APPLY MO ORCYLE/MOPED SPACES REQUIRED 4 SPACES U
Flagship. Ashton I w 1'' A/ II IN ADVANCE FOR THIS SERVICE AND MUST PROVIDE A REDUCED PRESSURE ZONE (RPZ) (1 25) ^
�•+ 3SO I BACKFLOW PREVENTION DEVICE ON THE DEVELOPERS SIDE OF THE WATER METER BOX, MO TO�CYLE/MOPED SPACES PROPOSED 4 SPACES W
Wllmin t c, LLC 1'4 v;. 7b D.Ia• I III I N/F 4) ANY IRRIGATION STSILM SUPPLIED BY CFPUA WATER SHALL COMPLY WITH THE
w { LE TRIC VEHICLE REQUIRED 2 SPACES N'
D.B. 6 61-2996 _ Flagship Ashton CFPUA'S CONNECTION CONTROL REGULATION. CALL 332-8419 FOR INFORMATION. ( '�1F�� CO
Zoning:0&I ( -== "'• •'v •3 45.- µ' � � > . CI No. 6 g p 5) ANY BACKFLOW PREVENTION DEVICES REQUIRED BY CFPUA WILL NEED TO BE ON ELE TRIC VEHICLE PROPOSED 2 SPACES VJ N
Wilmington, LLC
Land Use: Medical V h 3 4 -' �'��' - R''m j ') RIM 43.7 THE LIST OF APPROVED DEVICES FOR USCFCCCHR OR ASSE.
/ o0o INV, 40.03 D.B.. 6161-2996 6 PUBLIC WATER ANO SEWER EXIST WITHIN WRIGHTSVILLE AVE. R W. NO RECORDS OF Z g
Offices 3 °4 rn ) / HANDICAP PARKING REQUIRED N A
\ rn o Zoning:0&I INDIVIDUAL EASEMENTS EXIST. 1 PER 25 N
\� \ I>-- n I Land Use: Medical 7) CONTACT THE NORTH CAROUNA ONE CALL CENTER AT 1-800-632-4949 PRIOR TO 92/25 = 3.68 4 SPACES/PROVIDED W ~O
3)V �• �'' dl c: Offices DOING ANY DIGGING, CLEARING OR GRADING. W F.
N.. 3�® •1 \ u' m�Y' P 8) ANY IRRIGATION STSILM SHALL BE EQUIPPED WITH A RAIN AND FREEZER SENSOR. GI
I�.j > Ip' 9) CONTRACTOR TO FIELD VERIFY EXISTING WATER AND SEWER SERVICE LOCATIONS, W -, U
SIZES AND MATERIALS PRIOR TO CONSTRUCTION. ENGINEER TO BE NOTIFIED OF ANY Z1-� O'-'
• >� ti I I CONFLICTS. BICYCLE SPACES REQUIRED 8 BICYCLE SPACES I�-1 FO. .�- o
°' ,1 F 11 .140 40. v $,11 (4/10,000 GFAI v C0 1-, 'n tn,.;
I DRAINAGE 66ICYCLE SPACES PROPOSED 10 BICYCLE SPACES O I I"
3 i1 1) STORMWATER PROVIDED BY OFFSITE STORMWATER POND. Z .J Z W 7,6
• ICI:::11I IQ .I CO 60_
16" LP & 14" LP MISSIN ; PS
v ' I .I FIRE AND LIFE SAFETY NOTES, PUBLIC WATER AND SEWER BY CFPUA W 0 S I Li 4-
a I A.CONTRACTOR SHALL MAINTAIN AN ALL-WEATHER ACCESS FOR EMERGENCY VEHICLES EXISTING WATER FLOW: 0 GPD +-� i
•4„ ,4• m W � ..i -0 I AT ALL TIMES DURING CONSTRUCTION EXISTING SEWER FLOW: 0 GPD /^� O9 Oo
\•4 B.NEW HYDRANTS MUST BE BROUGHT INTO SERVICE PRIOR TO COMBUSTIBLE MATERIALS PROPOSED WATER FLOW: 2,772 GPD W 00 o O'.
•oi --44� 'v " _ 'I I DELIVERED TO THE JOB SITE F'i �N
z� •1 __--PR6POSED'S i 44 ' I C.A HYDRANT MUST BE WITHIN 150' OF THE FDC (MEASURED AS THE TRUCK DRIVES PROPOSED SEWER FLOW: 2,520 GPD 11
U•.. 5 95
• 2-STORY \\ I I I FOR PRACTICAL USE) W OF s 0 64w'
/ u;, '"I' I D.FDC MUST BE WITHIN 40' OF FIRE APPARATUS PLACEMENT �'•" A••� 0 O
♦ o "�� BUILDING N
10,500 SF/FLOOR \1 ii x 11 -I- E.LANDSCAPING OR PARKING CANNOT BLOCK OR IMPEDE FOC'S OR FIRE HYDRANTS. A E ' "Cl' �' P.G"
(��" 3-FOOT CLEAR SPACE SHALL ALWAYS BE MAINTAINED AROUND THE CIRCUMFERENCE
.\,� // �'� 4 _ ---- FEE:f 6.5 I ° I OF HYDRANTS AND FDC'S.
-- '4 I -- SDMH No. 'I I •4y t„ F.PRIVATE UNDERGROUND FIRE LINES REQUIRE A SEPARATE UNDERGROUND FIRE LINE N
• *�, I I PERMIT FROM THE WILMINGTON FIRE AND LIFE SAFETY DIVISION 910-343-0696
44 ss }• I RIM 44.0+ - G.CONTRACTOR SHALL SUBMIT A RADIO SIGNAL STRENGTH STUDY FOR ALL MULTI-STORY
_S3 MATCH FINISH GRADE '24"Fle
�' ` i' I" I INV. 39.70 I�'v� TIE IWTO EXIST. DI COMMERCIAL BUILDINGS AND ALL SINGLE-STORY COMMERCIAL BUILDINGS EXCEEDING LEGEND
?c�. 3 �+" •'1 •
v5 I. I V IN 39.68 7500 SQ/FT THAT DEMONSTRATES THAT EXISTING EMERGENCY RESPONDER RADIO
.�wall LEA CPP DER$O OF3%RMIN. . SIGNAL CODE. LEVELS MEET THE REQUIREMENTS OF SECTION 510 OF THE 2018 NC FIRE „s- v°' II - - I _- Il�;- I\ eH.ALL ISOLATION VALVES WITHIN THE "HOT BOX"AND BETWEEN THE "HOT BOX"AND �42.3 ED SPOT ELEVATION .s'410„0,,,,,,,_,,,,,,,,,„
N c.'"rg ��i,
PROPOSED IN
- - - qzq P 36"RCP-- THE RISER ROOM, MUST BE ELECTRICALLY SUPERVISED. S
�V.,59.6f -' -- '' 'r et Setbc '' 'I- • w 'y4 30' PUBLIC DRAIN ss SEWERi
4.
s„ h4 'v$ • - - MAP BOOK 39 -
' ' '
_ p® , SITE LIGHTING _ SEAL PROPOSED 10-�� 15' streetycrdI w WATER
- _ • �, --_,0:', o 7 -----..,,,, - g 1) SITE LIGHTING PLAN TO BE PROVIDED BY OTHERS. a
Y4 -},y- - � 0 � •µ -�_ ___AEI' ' � b 4 2) DUKE ENERGY TO PROVIDE STREET LIGHT TO CITY STANDARDS (NON-PHOTOMETRIC) -SD - PROPOSED STORMWATER 17374 'tt
�.� R/W l_�.`C,l
T' __ " _, v ti _ - LIMITS OF DISTURBANCE
v�-2----' --- 4 ---- --- - _ .ns4R.33'7 � 899 O, 4 --- '.;_... 'b. Q NCDEO �I ''%q,,GIHE `\p.‘``�
- 4=-- - -4 - - - _ "6' 1) NO SURFACE WATERS, WETLANDS, REGULATORY FLOOD ZONES, PROTECTED omum••
it---_- •-_ - - "- _ �� - - o X TEMPORARY SILT FENCE
•�4- _- =y� - ��- _�`- •u�- �1 42ti 0?
�y VEGETATED SETBACKS OR PROTECTED RIPARIAN BUFFERS EXIST ON SITE.
`� -_=u+ •,-->_ •
=-- 35=_____ -- _3 -'H'A ` - L��ds e�F`,. ..NOTE:
4 DATE 06-16-23
.6618� 1) CONTRACTOR SHALL FIELD VERIFY SIZE, MATERIAL, INVERTS AND DESIGN PGT
(44".J LOCATION OF ALL EXISTING UTIIJTIES PRIOR TO INSTALLATION OF DRAWN EJW
`7, 1 N D E P E N D E N C E BLVD. J PROPOSED CONNECTIONS.
f6), (IRREGULAR PUBLIC R/W) SITE PLAN
62°iyB, BAR SCALE 1"=20" C 3
ti
A2 NF/FT
�O�9
20' 10' 0' 20' 40' 60' 23004