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HomeMy WebLinkAboutSW6231105_Plansheet - Proposed Conditions/Site Plan_20240701 DocuSign Envelope ID:060510C1-E606-4864-B739-73B9A5B4B841 1 an 1 mm am - VEGETATIVE BUFFER, 20' ' ® OPAQUE SCREEN,TYPE A 1 � PAE PAE PAE ma no ® SIDE SETBACK, 8' I - j j M 47 52.0 E PAE $U �Ifl�2 Ilnl�lrudc D m Z I . .•.. Min an _ '• W 1 I I .ti N m •s I I � .. ` I I I m II I I TRANSFORMER PAD 1 I I (SEE DETAIL, SHT E302) I I I I y FRONT SETBACK ' i m - (FROM R/W), SIGN, 10' M RISER I FRONT SETBACK (FROM R/W), BUILDING, 20' ROOM BUILDING B �P I I 10.01 BUILDING A (16 UNITS) I 20. (16 UNITS) 10,450 SF N PR. CONCRETE 8 060 SF pAE PAE I A PAD (TYP.) c; E co o I � � N I i I 6' WHITE CROSSWALK, TYP. TRUCK TURNING ANALYSIS Q'o 1 I I M STOP SIGN (SEE DETAIL) PAE z E LL PAE SCALE: 1" = 30' e o I 2' WHITE "� o I STOPBAR (TYP.) r •:' , . ... • I I I 4" SOLID C/G - 1.5' (TYP.) a + ; a� I I WHITE LINE 6 26.1' 7 66.3' 7 13.0 7 Q LO a) IIC-) 23.0 o 898 07 7w q 00 J II I PAE PA PAE PAE = PAE PAE PAE PAE 5.0' PA 9.0' PAE PAE HPAE ?�? v� , 0 �I o o DUMPSTER CORRAL z " I I �I o �_ Y' STORMWATER WETLAND 00 I I 0 0 P�j l Q�� ��, SEE DETAIL ON A-401 SEE GRADING PLAN o II I PAE PAE PAE PAE PAE PAE PAE E PAE PAE PAE , ( ) N SJ II I 12 '• �:•� � m I I I I I 2' WHITE 25.8' 6 26.1' 6 32.4' 32.V 34.6' m ` ' ' ►' • • 4"THICK WHITE 1 I STOPBAR(TYP.) 24.0' r' STRIPE (TYP.) C I M PROPOSED . ►r ..••: r: :.. .' . ••'w . .'' ' :_. :.. . :•. . .•:. :. . .. . ������� `r • m o MONUMENT SIGN PICNIC �•r m '= r•. PAD (SEE DETAIL)TER Z co I (COORDINATE W/ OWNER) 24.0 20 STORMWATER SHELTER 0 ACCESS EASEMENTI. (16' x 16') :2 .5.. . 'r •• ` I I 24.0 L TER 0' S RMWATER m o STOP SIGN MAILBOXES 16.0' m CCE S EASEMENT I I (R1-1) (TYP.) Z 9F � O I I 10 COMMUNITY z J 0 I I 0 CENTER b : :i. > BUILDING E 10 aILL 500 SFN �_• ~ar RISER (8 UNITS) m U 1 CONCRETE FLUME o z p MECHANICAL/ ::. ROOM 5100 SF L 0 I PARKING STRIPE ELECTRICAL o o.:` m � vF C.� co W Z I z = 4" WHITE (TYP.) r ROOM °' °' :' P 9F 2 Z Q J S p 6.0' .' 6.0' ® � H Z J 0 PICNIC ILL ZO W SHELTER ' 0 ,y n M •.i (16' X 16') •:• PAE PAE v CITY OF LUMBERTON ' 9F m = N SANITARY SEWER ;'...'': • ..•' , , �. ' . �: ;.ram .. . * < ' •, . '• • . :; .::'•s, •.: VALLEY CUR NEW 90 R/W . . _ r •. Y. •:R: .•..•• • .: _ a� 9F Q LIJ EASEMENT(ESTIMATED) N ••..•.••� n• � J BK: M 56 '' �` s 18.4' s 39.8' 34.9' 12 27.6' H Z 1 A PG: 164-164 m Q Lu 0 M BUS SHELTER ,yam Q err, Z 2 z j i WITH BENCH (COORDINATE o 9F ? U p I i I W/OWNER) I EX. 60' R/W d �"'� "' 02 Z I I A TRANSFORMER PAD, 1 I BK TM 56TED) "� CO 5 19.0' s 38.5' ti 1 I 0 34.8' 5 sD. (SEE DETAIL, SHT E302) o 9 I a a F ! PG: 164-164 r I I .w •..'• ►. .'y •T. .•i • :►. : r • 1111111 .• .►..•. . .. • .. • • •: ••�• •.wt:. .• .•.. :•.• '••• \\\\111111111// m C M co PR. ADA SIGN (TYP.) H A p TRANSFORMER PAD, - ADA RAMP w/DETECTABLE a� =OQESS/pNq` 1 I (SEE DETAIL, SHT E302) WARNING STRIP, TYP. � = SEAL = ■ 1 I I :. (SEE DETAIL) Z DDef'ai�"ML9. PARKING COUNTS \ BUILDING D RISER BUILDING C (BASED ON RESIDENTIAL ZONING) (16 UNITS) ROOM D (16 UNITS) 5.0 (TYP.) 9,600 SF 10,450 SF P//1/2024 QP p HOUSING UNITS 72 PAE 1.5 SPACES PER 1-2 BEDROOM UNIT 2 SPACES PER 3 BEDROOM UNIT FUTURE STUB 1 SPACE PER 4 TOTAL UNITS CONNECTION 56 x 1.5 = 84 SPACES + 16 x 2 = 32 SPACES + 72 / 4 = 18 SPACES 134 TOTAL SPACES REQUIRED 134 PARKING SPACES SHOWN EXISTING SURFACE INCLUDES 7 ADA SPACES (2 VAN) WATER SETBACK DESIGNED BY' A M W 11 ■ ►YI 1 1 SITE INFORMATION DRAWN BY: ,JCB HOUSING AUTHORITY OF CHECKED BY: THE CITY OF LUMBERTON _ AMW PIN 938201446100 PROJECT NO.: P.O. BOX 7O9 `� ' PROPOSED CONCRETE SIDEWALK ��1ti0111 3313-C LUMBERTON, NC 28359 B U A TABLE DATE: D.B. 2099, PG. 128-129 DRAINAGE B U I L D I N G S PARKING SIDEWALKS PROPOSED ASPHALT PAVEMENT, LIGHT DUTY 08-30-2023 S9.5B - 2-INCH THICK � D.B. 1077, PG. 850-853 AREA (SF) (SF) (SF) ABC - 6-INCH THICK SCALE: D.B. 2307, PG. 513-522 SITE PLAN NOTES D A 1 13284 10121 7 69 o AS SHOWN PROPOSED ASPHALT PAVEMENT, HEAVY DUTY TOTAL ACREAGE: 30.84 1. ALL SIDEWALK SHALL BE T WIDE UNLESS OTHERWISE NOTED. D A 2 29192 55416 16 5 9 3 S9.5B - 2-INCH THICK 0 s' 30' 60' ABC - 8-INCH THICK SHEET NO. BUA: 9.5% ;00 PROPOSED ONSITE IMPERVIOUS AREA: 127,420 2. FACE OF CURB RADIUS IS EQUAL TO 5' UNLESS OTHERWISE NOTED. SCALE: 1"=30' SF/2.93 AC 3. SEE ROADWAY WIDENING PLANS FOR PAVING IN ROW. EXISTING ZONING: R-3, RESIDENTIAL 0 WATER B UNDARY WATER BOUNDARY FINAL D RAW I N G EXISTING LAND USE: UNDEVELOPED / AGRICULTURE ■ 0- FLOOD ZONE AE NORTH OF WOODS LINE FOR REVIEW PURPOSES ONLY