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HomeMy WebLinkAboutNCC230362_Site Plan or Location Map_20230209116 AIR FORCE WAY, KURE BEACH, NC 28449 DEQ EROSION CONTROL SUBMITTAL ISSUED DATE: 05.10.22 RE ISSUED DATE: 06.02.2022 SITE VICINITY MAP SCALE: 1" = 500' A _, SITE DATA PROJECT NAME: FORT FISHER 116 SITE ADDRESS: 116 AIR FORCE WAY, KURE BEACH, NC 28449 COUNTY: NEW HANOVER RIVER BASIN: CAPE FEAR DISTURBED AREA: 4.59 AC EXISTING IMPERVIOUS AREA: 209,001 SF PROPOSED IMPERVIOUS AREA: 227,629 SF CIVIL ENGINEERING - GEOMATICS STEWART 223 S. WEST STREET FIRM LICENSE #: C-1051 SUITE 1100 www.stewartinc.com RALEIGH, NC 27603 PROJECT #: L20001 T 919.380.8750 STEWART INC. - CIVIL ENGINEER STEWART INC. - GEOMATICS CONTACT: NATALIE CARMEN, PE CONTACT: FRANK G. MUNDY, II, PLS PROJECT ENGINEER DIRECTOR OF GEOMATICS 919.866.4776 (T) 919.866.4806 (T) 919.380.8752 (F) 919.380.8752 (F) NCARMEN@STEWARTINC.COM FMUNDY@STEWARTINC.COM SHEET INDEX C0.00 COVER SHEET CO.10 GENERAL NOTES C1.00 EXISTING CONDITIONS PLAN C2.00 DEMOLITION PLAN C3.00 SITE PLAN C4.00 EROSION CONTROL NOTES EROSION CONTROL PLAN PHASE 1 C4.01 C4.02 EROSION CONTROL PLAN PHASE 2 C4.03 EROSION CONTROL PLAN PHASE 3 C4.10 NPDES PLAN PHASE 1 C4.11 NPDES PLAN PHASE 2 C4.12 NPDES PLAN PHASE 3 C4.20 NCG01 PLAN C9.10 EROSION CONTROL DETAILS E ❑i C E 0_ 00 77 N N 0 B N N 0 c r) co c 0 a c 0 U r) c X W 0 0 U 0 0 0 N J a� a� U) M 0 U U) 0 U N 'o d c a� E A U co a� co 0 ca 0 Cu z O O O N J O N 0 U a� 'o ^L LL J NOTES: 1. THE UNDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMATE LOCATIONS AND ARE BASED ON ABOVE GROUND FEATURES, PHYSICAL EVIDENCE, PAINT MARKINGS PROVIDED BY STEWART. THE SURVEYOR DOES NOT GUARANTEE THAT ALL EXISTING UNDERGROUND STRUCTURES SUCH AS UTILITIES, TANKS, PIPES, ETC. ARE LOCATED HEREON, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED. NO EXCAVATIONS WERE MADE BY THE SURVEYOR TO LOCATE ANY BURIED UTILITIES OR STRUCTURES. 2. CONTACT NC 811 REGARDING UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION OR CONSTRUCTION. 3. NO DETERMINATION HAS BEEN MADE BY THE SURVEYOR AS TO THE FOLLOWING: UNDERGROUND STORAGE FACILITIES; HAZARDOUS WASTE DEPOSITS OR MATERIALS OR WETLANDS OR BURIAL SITES. 4. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES IN U.S. SURVEY FEET UNLESS OTHERWISE NOTED. 5. THE HORIZONTAL DATUM IS N.C. GRID NAD 8312011. 6. THE VERTICAL DATUM IS NAVD 88 IN U.S. SURVEY FEET. THE CONTOUR INTERVAL IS ONE FOOT. 7. THE PROPERTY LINES SHOWN HEREON ARE FROM NEW HANOVER COUNTY GIS. PROPERTY DATA SHOWN HEREON FROM TAX DATA. 8. THIS MAP WAS PREPARED WITHOUT THE BENEFIT OF A CERTIFIED TITLE REPORT AND THEREFORE THE PROPERTY SHOWN HEREON MAY BE SUBJECT TO RECORDED OR UNRECORDED RIGHT-OF-WAYS, EASEMENTS, RESTRICTIONS OF RECORD, OR OTHER ENCUMBRANCES NOT OBSERVED OR SHOWN HEREON. 9. DATE OF SURVEY: 01/29/2020 THRU 03/12/2020 AND 01/14/21. 10. THIS SURVEY IS IN ZONE X (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) AND ZONE AE (EL 13) (0.2% ANNUAL CHANCE FLOOD HAZARD) ACCORDING TO FEMA FLOOD MAP NUMBER 3720302800K, MAP REVISED AUGUST/28/2018. .yA i4wel_l1:9iI�-191 IT/M7_10G7_TK�i�1 I, DURWARD S. LEGGETT, CERTIFY THAT THIS PROJECT WAS COMPLETED UNDER MY DIRECT AND RESPONSIBLE CHARGE FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION; THAT THIS GROUND SURVEY WAS PERFORMED IN ACCORDANCE WITH THE MINIMUM STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA; THAT THE RATION OF PRECISION IS 1:10,000 +; THAT THIS SURVEY WAS PERFORMED TO MEET THE REQUIREMENTS FOR A TOPOGRAPHIC/PLANIMETRIC SURVEY TO THE HORIZONTAL ACCURACY OF CLASS "AA" AND VERTICAL ACCURACY TO THE CLASS "C" STANDARD. I FURTHER CERTIFY THAT THIS SURVEY WAS BASED ON HORIZONTAL AND VERTICAL CONTROL POINTS DETERMINED FROM AN ACTUAL GPS (OR GNSS) SURVEY MADE UNDER MY DIRECT SUPERVISION AND THE FOLLOWING INFORMATION WAS USED TO PERFORM THE SURVEY: HORIZONTAL POSITIONAL ACCURACY: 0.10 FEET VERTICAL ACCURACY:.10 FEET TYPE OF GPS: RTK/VRS DATE OF SURVEY: 01/29/20 HORIZONTAL DATUM/EPOCH: NAD83(2011) VERTICAL DATUM: NAVD 88 PUBLISHED/FIXED-CONTROL: NGS "NEW 4" GEOID MODEL: GEOID12B COMBINED FACTOR: 1.00012895 UNITS: US SURVEY FEET APPROXIMATE DIRECTION ASS SSMF TOP 11.4E INV N 8" PVC = 3.2E INV W 4" PVC = 3.9' INV E 8" VCP = 3.9E INV S 8" PVC = 3.16 Co Co APPROXIMATE DIRECTION . a SEAL ` L-5085 _ •ry 1/21/21 UR //11qRD' S.11 t IS �O`� APPROXIMATE DIRECTION STEPS 1 OHW SSMH TO SSMH \ DIRECTION �P �G / CANNON -a4 X4" WOOD POST NOT TO SCALE � U } \ 15PC / � Z ' SLOPED /�� 0 12P \- -j `. 7 W C,/` ANCHOR \ \ \ \ I / ' SS U CONC. fix / �- -ONC. ® 0 Z 0 CON-LDG.13 . CONC. 2 20 \ \ I I J OHW SS ( 5 % BOx ED TPED \ F OK W I I I \ k W WV \ I C. 4 I TP 7 S H FF=196' v.67 -� \ l 2 I SSMH I , APPROXIMATE S � PAD Goy _ t`� t \ \ �23 OHW \ \ W C ' / • / FEMA FLOOD TOP 14.18 �l DIRECTION 22PC \ U ASPHq XT UDED -O FO '- E M \ CONIC.\ OHW BOUNDARY LINE INV N 8" PVC = 9.82 F \ LT �N�, -URB f! DECORATIVE E PAD OHW I / / / 44/ / INV NE 6" PVC = 12.56 / C s E U INV E 4" VCP = 8.73 l l E TIMBER - -CONC. BLOCK WALL CONC. 2� XTRUDED -O j ' (Z NE X) INV SE 4" PVC = 8.32 / 20PC BENCH WALL f NC' CURB I ( MINIMAL f'LOOD RISV O /-y/ 44 INC W 8" VCP = 7.13 ' 1 / 18LI SPHALT z J �20 COVERED 0 A TIMBER 0 O R0CI<� \ I I l Q / 2( 0.2% ANNUAL CHANCE 15PC U CONC. PADS CONC. CAR PAINT MARK I I0 FLOOD HAZARD '"U( / STOP (TYP.) (TYP.) \ / I I I / STEPS INLET CONC. 1 STORY / fir` 0 CO W / � TOP 17.36 FP PAD BRICK I I / _4 C, - t BENCH WITH INV 6" VCP =14.21 TIMBER / FF=21.76 LANDSCAPE gpO INV 8" VCP =13.37 CONC. CONC. f SLOPED ^ TIMBER (TYP.) Z ABOVE GROUND S� APPROXIMATE ~ / CONC. LI_ - BFP PROPANE TANK DIRECTION 15P¢'1 I WITH CO �. PAD TIMBER � 6LI CONC. F Li � 0 PAD Iry r PO a ^co01 STEPS CONC. i �p NOj / J ttt / � Li 18PC ��.�H 10TRE WALL Ci BLDG. 117 ( / / CONC. F 0 BLDG.116 I ( UNDERGROUND ^1 /J CONC. BLDG. BLOCKY GAS LINE U ) `-° Lo Li CONC. CONC. FF=23.45 z ^ �WM U �L F f UNIDENTIFIED O 0/ /Q U � CONC. / UTILITY �`�,J � � E / T / T ATDIRECTION ROXIMATE/ / DIRE OXIIMATE I y \ O �� U U ^� GENERATOR WITH / / \ CT / N D °i BRICK U DECOR IV TIMBER LI -� T CONC. PAD /r CON I (TYP.) U BLOCKVALL ` I CO SSMH 8u / / / / \ ( E / INLET C. U 1 CONC. STEPS TOP 18.18 APPROXIMATE U 2L � ( 'k TOP 9.50 �0 \ 1� 8LI 2p INV N = 5.66± � / o, � N INV NE 8" VCP =13.58 DIRECTION OF H / / H / E INV W = 5.88± SLOPED \ 15PC/ I INV SE 4" DIP =15.90 LINE {Z1 ,20 ��� INV SW 8" VCP = 13.58 0' H INV S = 5.51± \ CONC. / o2 CONC. • E SSMH 1 BLDG. 125 (PIPES RECESSED) / \ �- \ 6' WOOD FENCE Z 4 L FF=22.94 FF=19.89 sLl E / 1 STORY BLOCK MH / TOP 14.92 \CON- `� /6.86 �� O TIMB R I SSMH FF=18.80 " 3" CLOSE/ INV N 8" = 12.2 / EA - INVN4"=12.29 INLET TOP 9.79 \ \ TIMBER TOP 18.84 TIMBERS SIGN/LANDSCAPE (UNKNOWN) ` CONC. ` `PIPES / J INV S INV W " .44 79 MH UNKNOWN / ro II ` \ 1 / INV NE 8" VCP =14.36 H I J / / INV BOX = 5.33 18PO TIMBER E- TOP 18.84 v O \ j CONC. INV SW =14.28 Q -�.• ASP ALT INV E 8" PVC 15.58 I (PIPES RECESSED) ^o ` -E TIMBER s = 12CEDAR 1 ,I! E 4" PVC =15.62 / Z , Q INV S 8" PVC =16.12 24PA M % \ UO GO CONC. -17-WOOD ROCKS/LANDSCAPE INV S 4" PVC =16.27 G CONC. DECK FF=17.60 TIMBERS \ Lu CONC 18 HH Eq CONC. ^ (SE LED) HH CO \ E I ~ T P 15 Q \ f- N " I DECORATIVE 10TRE DRIP LINE Fq �� ^cD/ l I W T a ASPHALT \W BLOCK WALL ELEC. CONC HH _ II E / Co WQ / g Z I I I PANELS CONC. O o 0 � I I I MH (UNKNOWN) O \ f HEADWALL EA r a a 3 TOP 17.13 �2 gTREE CONC. ASPHALT BROKEN BLDG. 136 ASAREA USED STORAGE / a r INV N 8" PVC =13.47 �, I EXTRUDED 1 STORY 18PALM Q O �� I I I I ,INV N 4" PVC =13.50 �� RAMP EXTRUDED O�`� CONC. CURB METAL 1 / l BRICK INV E 4" PVC =13.51 CONC. CURB �. O O FF=17.79 CO C / 12.47 CONC. W I I I I I INV E 8" PVC =13.51 17 /// / co 18" RCP 18PALM I I I I I S RIPRAP / I / POST W �� ,- APPROXIMA- \fir CONC. LEGEND ` DIRECTION OF u \ ASPHq / l E -u- SIGN ® STORM YARD INLET ® SEWER CLEANOUT OS SEWER MANHOLE ® WATER MANHOLE WV m WATER VALVE FIRE HYDRANT OP BACKFLOW PREVENTOR O WM WATER METER ® TEL-COM PEDESTAL TPED 0 MANHOLE UNKNOWN CWP 0 CABLE MARKER ® POWER MANHOLE ❑T TRANSFORMER TELEPHONE MANHOLE OH HANDHOLE GUY WIRE J¢f LIGHT POLE 4 LANDSCAPE LIGHT 0 UTILITY POLE (� HANDI-CAP SYMB ® AIR CONDITIONER • BOLLARD MB 0 MAILBOX ,!' E • � _PALM PALM _PINE 0- PINE PINE 0- OAK OAK Q-LI CREPE MYRTLE 0 _PC `0 BRADFORD PEAR BUSH LET TOP 9.18 L OF WATER) (ZONE X) MINIMAL FLOOD RISK / � 0.2% ANNUAL CHANCE OFLOOD HAZARD / 0 C) WOODS l \A FEMA FLOOD / SSMH \ BOUNDARY LINE p TOP 15.28 \ / \ INV NE8"VCP =8.01 INV 10.42 INV SW 8" VCP =7.98� \ / 15" RCP 1 _ CONC. U \ \ j� HEADWALL V / -- � � ANCHOR LINE I ` � PROPERTY LINE FROMTHE HANOVER COUNTY GIS WOODS � < r' \ _ �� NEW �. T FO 81-I WV\ 48TRE O F ` \ 7p APPROXIMATE F / O �- U �U DIRECTION 24LI EA �/15TREE WOODS O ASPH \ \_ \ 48TREE SS ALT ~ `_ -12 - / 0 12TREE 4V RCP 8.82 WOODS L - G�Eg ERI V ERFRO/V ROAD 24PINE 14- ` %/24PALM / ` f� FO -13- \ \ �� O - GRASS �� S INV 11.45 /J GJQ� ISLAND WITH 7/ Ci14r� ` a � G Fp EXTRUDED SS \ IN5"11.08 RCP HEADWALL EA .14- -7 \ 13\ \\ \ \ 24" RCP ` /� 10LI P �pGO� �6 ICON . CONC. CURB `w f ` S CONC. \ SIGN \ ' \ ON JO 0, WAL ` S� - - \ \ J �Q f U - ---- ,. � EA \ � � 1 FO �� 24PALM 55 FO I O# SSMH ` _ ill U FO \ / G� TOP 15.28 12 - CONC. /` 10LI 8LI INV NE 8" = 7.82 CWP - 13 J 1U ASPHALT HEADWALL/ / FO INV SW 8" PVC =7.76 14 1 � Fp FO T RIVERFRONT EA `'' FO C/j -- -16- FO ROAD N O �- -15EA FT0 J 18QA �\ 24QA '\ POST -17- �� \ls F\ F � T EA CONC. � T FO / cop 24TREE - 24TREE I HEADWALL l / JJ �3 22TREE (7)21TREE `QFO MT�0 24QA ®\ 0 12TREE T P I O \�8 j � 20TRE���.� � CONC. CAR TP - F F = FO 600AK J / 20TREE�, 20TREE `\ I STOP (TYP.) SIN/LANDSCAPE �� FO ~TPED - I ¢��3� -16, TI BERS r 3.1 FO T TPED \ F � j 24QA 020TREE � � � � � \ O� INV 1 31. 2 / T CWP Y V ATER TOP 1MANHOLE � j - 19 -� Y ` \ / l / \ 24" RCP / J WATER STRUCTURE Co CWP 24�E / 1 p � /03 \ � '-- G TIMBER z \' J U-15 /-- -��� O 300AK ICD 19 8PC J I Q / -16 12PINE l / u� 0 7 _ Lf \ \ �_ I J f CONTROL POINT #2 c CONC. 9� o / \ \ - 17 _- I I f / MAG NAIL coo �7 W BLDG. 134 I I p -19 \, 48OAK \ BFP 1 STORY I I �- -20 O F W BLOCK ASPHALT X 1 FF=19.45 V �� o> DECORATIVE Lu / `,� \ WOOD �c �� APPROXITE BLOCK WALL / / / ROPE F NE CE / DECK � MA I I I I I I W ----EtN�EW -17- EA LT Fq • FP FLAG POLE I O' 'WIND I I ss COVERED i SOCK / / NCGS MONUMENT - O - CHAIN LINK FENCE I I I CONC. ; - l' 17� _� / / / / INV 12.29 "NEW 4" �W"A\ \ PICNIC AREA a `_ CO I / 18" RCP FES TREELINE I PULISHED DATA I 0 BF P J - - - 16- / / % NAD83/2011 T N 79080.91 ASPHALT UNDERGROUND TELEPHONE LINE I O GRILL �~ -"" --- -� ``"` �1 � - - I ❑ \ / / ' / E 2325183.75 FO UNDERGROUND FIBER OPTIC LINE BASKETBALL (TYP) \ COURT TOILETS \ \ I EL 5.41 NAVD 88 -GAS- UNDERGROUND FUEL LINE I O ASPHALT 1 STORYLOCK O \ \ \76 / /l CONTROL POINT #3 C.F. 1.00012895 LL TENNIS FF=16.72 U MH (UNKNOWN) \76 \ i MAG NAIL CONTROL POINTS GROUND LOCALIZED ABOUT NCGS MONUMENT "NEW 4" G UNDERGROUND GAS LINE I U COURT CONC. \ ASPHgLT TOP 17.49 CONC \ / ' / �O INV NE 8" PVC =14.08 BETE STRIP E UNDERGROUND ELECTRIC LINE = U ` a_ INV NE 4" PVC =14.18 - O 0 `` 17 INV W 4" PVC =13.92 W UNDERGROUND WATER LINE -SS- SANITARY SEWER LINE -SD- STORM DRAIN LINE -OHW- OVERHEAD WIRES U UNIDENTIFIED LINE DIP DUCTILE IRON PIPE PVC POLYVINYL CHLORIDE PIPE RCP REINFORCED CONCRETE PIPE VCP VITRIFIED CLAY PIPE CLF CHAIN LINK FENCE CONC. CONCRETE BLDG. BUILDING EA EDGE OF ASPHALT FF FINISHED FLOOR FES FLARED END SECTION MGS MAG NAIL SET 1 SSMH TOP 16.92 INV E 8" PVC = 11.30 iniv c p" ON - 4 4 05 Co ) EXT ED INV W 8" PVC =13.75 ' RUp 5T SSMH _ CONC CONC.CUR13 TOP 16.42 HH -17E �- U 0 ASPHALT / INV NW 4" PVC =12.34 -°_ INV NE 8" PVC =11 96 INV SW 8" PVC =11.95 OO CONC. SSMH - l TOP 16.17 INV N 8" PVC =8.51 W 0ALUMINUM PANEL Co � INV W 8" PVC =4.19 ® PANEL RAMP / SS INV SE 6" PVC =10.23 / METAL BLDG. INV E 6" PVC =12.16 1 STORY FF=19.11 �, f / COMMUNICATION �^ FEMA FLOOD RISER _ BOUNDARY LINE Co Co Co 0.2% ANNUAL CHANCE SS /� FLOOD HAZARD O \ -SS SSMH /ZQ (ZONE X) TOP 15.57 MINIMAL FLOOD RISK APPROXIMATE INV N = 4 \ INV NW 4" PVC VC =11.48 LINE INV NW 12" PVC =5.31 i2 DIRECTION OF \ 4 \ p ! 30 a O pz � I 2 I 3 I 4 I 5 CONTROL POINT TABLE GROUND COORDINATES POINT # NORTHING EASTING ELEVATION DESCRIPTION 2 85918.36' 2328831.62' 14.77 MGS 3 85577.92' 2328697.67' 15.87 MGS GRAPHIC SCALE 15 30 60 ( IN FEET ) 1 inch = 30 ft. 120 LS�P 434 FAYETTEVILLE STREET SUITE 1700 RALEIGH, NORTH CAROLINA 27601 TEL. 919.829.2700 FAX 919.829.2730 WWW.LS3P.COM MILCON PROJECT NUMBER: 94360-371901 NC SCO PROJECT NUMBER: 19-21526-01BA STEWART 223 S. WEST ST., #1100 FIRM LICENSE #: C-1051 RALEIGH, NC 27603 www.stewartinc.com T 919.380.8750 A RO 'i �Q�oFESS/0 .�ti SEAL 'Z: 049487 = �Z.9T�HG I NE��'��(i�` B. U22 JUNE 02 COPYRIGHT 2020 ALL RIGHTS RESERVED PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM LS3P ASSOCIATES LTD. ko VIIIIIIIIIIIIIIII I..I� W 00 O J Q Q (V U Lr) - z O00 Lu z , 0 FMO U `Q Co0 V O z U Q l0 Lu a LL z�� a en No. Description Date 1 06.02.2022 REVISED P KEY PLAN: SHEET NAME: TOPOGRAPHIC SURVEY DATE: 05.09.2022 DRAWN BY: RM CHECKED BY: SL SHEET: clsoo CONSTRUCTION DOCUMENTS E ❑c C B E c� N M i N N O N N O C 7 0) C CO d a� cn 0 0 co U 0 0 0 N J i a� a� U M 0 U U C� 0 U N O ^L LL c E A U co a� -a co c� 0 cu z CD CD CD J 0 N CD .o J \ \ \ 1HEAVY DUTY `I CONCRETE PAVEMENT RAMP AND HANDRAILS W ATCH EXISTING ASPHALT APPROXIMATE LOCATION OF UNDER GROUND ELECTRICAL BURIED 36" STORMWATER \ WETLAND \ TP REFER BtALDING 134 DRAWINGS FOFTI_ORK / WITHIN THIS LINE REFER BUILDING 134 DRAWINGS FOR 8" HIGH EXPOSED EGATE CONCRETE r CURB 1 � STAIRS (4 RISERS) AND C9.02 HANDRAILS ^T 1 8" HIGH EXPOSED C9.01 AGGREGATE CONCRETE CURB EXISTING UTILITY STRUCTURE TO REMAIN EXISTING BASKETBALL COURT AND EXTENT OF STORMWATER — WETLAND. SEE SHEET C5.00. � �E o FLUSH CURB AND RAMP TIE INTO EXISTING ASPHALT RESERVED: VIP 4 RESERrf .STAFF QSERQ:STAFF DUTY TREE PROTECTION FENCE, RESERVED: N TYP. — — I 11 AVY DUTY CONCRETE PAD 9.00 CpVN��C'\� AND RELOCATED HISTORIC OM�N�N�W NPNpv�R CANNON E — — TIE INTO EXISTING ASPHALT EXISTING GRASS ISLAND WITH LIMITS OF DISTURBANCE EXTRUDED CONCRETE CURB a� _ EXISTING EDGE OF ASPHALT o� �P 1�c CWP NEW POSTS AND SINGLE SWING GATE AIR FORCE WAY 1.5" S9.5C ASPH, LT OVERLAY LIMIT OF DISTURBANCE, TYP. TOTAL AREA:.4.13 ACRES 1 llmV I,VIVI,IIL 1 L \ SIDEWALK TO REMAIN- 0C7 z EXISTING TRAILER \ TO REMAIN m �> \ 0 z \ w 0 15 30 �? SCALE: 1" = 30' 1 12 13 14 15 J 60 NORTH SITE LEGEND: SYMBOL DESCRIPTION DETAIL REFERENCE PROPOSED BUILDING SEE ARCH. PLANS '.'. PROPOSED CONCRETE SIDEWALK 3/C9.00 PROPOSED CONCRETE PAVERS 5/C9.00 - PROPOSED ASPHALT 1/C9.00 PROPOSED HEAVY DUTY CONCRETE 3/C9.00 PROPOSED HEAVY DUTY CONCRETE PAVERS 6/C9.00 PROPOSED RIVER ROCK 7/1-6.00 PROPOSED 8" CURB 1/C9.01 PROPOSED FLUSH CURB 2/C9.01 EXPOSED AGGREGATE 7/C9.02 CURB PROPOSED CROSSWALK N/A ASPHALT OVERLAY 1/C9.00 PROPOSED SIGN 4/C9.01 H/C PROPOSED ADA PARKING SPACE 4&5/C9.01 m PROPOSED SEATWALL 8/C9.02 0 PROPOSED CIP WALL 6/C9.01 PROPOSED WHEEL STOP 3/C9.01 _ _ _ _ _ _ _ ACCESSIBLE ROUTE N/A SINGLE SWING VEHICULAR GATE 10/C9.02 o—V PROPOSED LIGHT REFER TO ELECTRICAL DRAWING • ATFP REMOVABLE BOLLARD 8/C9.01 ® BOLLARD AND SLEEVE 10/C9.01 TABLE AND CHAIR 11/C9.02 • FLAGPOLE 7/C9.01 TP TREE PROTECTION FENCE N/A LIMIT OF ALTERNATE #3 N/A LIMITS OF DISTURBANCE N/A PA PLANTING AREA N/A NOTES: 1. SEE SHEET C0.10 FOR GENERAL AND SITE NOTES. 2. ALL EXTERIOR PARKING SIGNAGE TO MEET NCDOT SPECIFICATIONS. 3. PARKING LOT STRIPING TO BE THERMOPLASTIC. SITE ANALYSIS NARRATIVE • THE NC NATIONAL GUARD LEASES BUILDINGS FROM SEYMOURJOHNSON AIR FORCE BASE, WHICH OWNS THE SITE. THE PROJECT PROPOSES REPLACEMENT OF AN EXISTING BUILDING THAT WAS DAMAGED DURING A HURRICANE. • THE PROPOSED BUILDING IS REQUIRED TO FIT WITHIN THE LIMITS OF THE EXISTING BUILDING 116 IT IS REPLACING. • NEW PARKING AREAS AND DRIVEWAYS ARE PROPOSED IN THE LOCATIONS OF EXISTING PAVED AREAS. EXISTING PAVEMENT SUBBASE IS ANTICIPATE TO BE REUSED. 90 PARKING SPACES 5 ACCESSIBLE SPACES (52 ALT #3) TOTAL SPACES 142 + 5 LS0 �P 434 FAYETTEVILLE STREET SUITE 1700 RALEIGH, NORTH CAROLINA 27601 TEL. 919.829.2700 FAX 919.829.2730 WWW.LS3P.COM MILCON PROJECT NUMBER: 94360-371901 NC SCO PROJECT NUMBER: 19-21526-01BA ppomlow 'I AA STEWART 223 S. WEST ST., #1100 FIRM LICENSE #: C-1051 RALEIGH, NC 27603 www.stewartinc.com T 919.380.8750 ARC/2 Ate• .•moo �'• 7 * w 2007 = - * '•• SEPH 6410/Z°2Z N \ O R Z,/4, SEAL '..I 04948�7 INE��.�_ 41e B . C F 11111110 Zo 22. J la N E< o'L COPYRIGHT 2020 ALL RIGHTS RESERVED PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM LS3P ASSOCIATES LTD. ko W _ H O LL I..I� (D J Q z O U z Q W = O Q (.o � o 00 (V u, U z 0 = 00 U Q V LLI m-% W a °C a D J No. Description Date 1 06.02.2022 REVISED PI KEY PLAN: SHEET NAME: SITE PLAN DATE: 05.09.2022 D RAW N BY: J P CHECKED BY: DB SHEET: C100 s CONSTRUCTION DOCUMENTS