The URL can be used to link to this page

Home My WebLink Aboutmapo� m o ROPO PO'90 _ A GOP�S m SR1516 w v h m o A a x o 0 SITE o N u i o J NORTH VICINITY MAP NOT TO SCALE LEGEND: N/F- NOW OR FORMERLY R/W - RIGHT OF WAY PROPERTY LINE — ADJACENT PROPERTY LINE — - - — RIGHT-OF-WAY - — — - — -SETBACK LINE w WATER LINE OVERHEAD UTILITY —PERMANENT EASEMENT o SUITABLE SOILS TREE LINE PROPOSED FIRE HYDRANT 17 STREET LIGHT AREAS: (BY COORDINATE COMPUTATION) TOTAL AREA 474,833 SF (10.90 AC)_ TOTAL BUILDABLE AREA 474,833 SF (10.90 AC) PROPOSED IMPERVIOUS AREA: TOTAL IMPERVIOUS AREA 247 IMPERVIOUS AREA PER LOT 7,039 SF LOT COUNT: TOTAL 12 LOT AREAS: AVERAGE LOT SIZE - 27,449 SF MINIMUM LOT SIZE - 20,001 SF ZONING: RA-30 RA-30 35' FRONT 20' REAR 10' SIDE 20' CORNER SIDE REFERENCES, DB 1140, PG 383 DB 1394, PG 979 DB 1452, PG 44 DB 2775, PG 280 DB 3145, PG 376 DB 3395. PG 431 PB F, PG 541-D PB F, PG 542-A PS 2000, PG 654 PB 2003, PG 139 VARIES (SWALE) a a G 10 v (SHOULDER) 8% NCffES' 1. SECTION SHOWN TO DEPICT TYPICAL CUT At FILL CONDRIONS ONLY. GRADING PLAN SHOWS WHETHER SECTION IS IN CUT, FILL OR BOTH. pm SUBGBADE ROADWAY TYPICAL SECTION NEEDED TO MEET NCDOT REQUIREMENTS a (SHOULDER) 8% N/F JOHN MANFRED HARDEE & BEVERLY H. POLLOCK, CO -TRUSTEES OF THE HILDA.B. HARDEE IRREVOCABLE TRUST DB 3395, PG. 431 THIS IS FOR FILL SECTION IX �- XT USE 3:1 CUT SLOPES IN CUT SECTIONS X--____,_ X X X X NC GRi X X _ ERB 214 213 N / ^ it `\ _._•- - o NOBS. 1) ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES - UNLESS OTHERWISE NOTED.- 2) THIS PROPERTY DOES NOT LIE WITHIN A FLOOD ZONE - ACCORDING TO MAP # 3720066000J OF THE FLOOD _ INSURANCE RATE, DATED OCTOBER 3, 2006. - 210 I r 3) WATER LINES ARE SHOWN USING INFORMATION PROVIDED �✓ `� BY HARNETT COUNTY UTILITIES. j 4) THIS DEVELOPMENT LIES APPROXIMATELY 6,200 LF FROM NEAREST - SEWER UNE 208 5) PROJECT SITE IS WITHIN A WS-IV WATER SUPPLY q _ ` ti 20 WATERSHED AREA. IMPERVIOUS AREA IS NOT TO EXCEED 36% WITHIN • _ WS-IV AREAS. ;'-- - - ! 0 _ r 22 6) THIS DEVELOPMENT WAS DESIGNED IN ACCORDANCE WITH COMPATIBILITY DESIGN CONCEPT STANDARDS. `_ N/F.b„ 7) TOTAL LOTS: 12 ... �0g .' 'j /' -. 8) 1.38 LOTS PER ACRE. - - - '� / \ ( _ .. WA DB WATERMARK HOMES 35, G10 INC. ) LAND USE CLASSIFICATION = MEDIUM RESIDENTIAL 91) INDIVIDUAL HERIG HOMEOWNERSARE RESPONSIBLE THE DIAMETER OF ALL CS IDN OOTMFT MEASURED -: 0 206, zng r ...,_ PB 2018. P i - 11;^ \ G 274 H FOR MAINTAINING ANY DRAINAGE EASEMENT THAT IS LOCATED ON THE LOT. P09 '�•-; , .2 / I \ \ Pq 12) THE STREET LIGHTING WILL COMPLY WITH SECTION 7.3 OF THE HARNETT COUNTY UDO. STREET LIGHT LOCATIONS SHOWN ARE FOR PERMITTING PURPOSES ONLY 13) FIRE HYDRANTS WILL BE PRESENT IN ACCORDANCE WITH 1 •� \ qs SECTION 6.4 OF THE HARNETT COUNTY UDO. _ \- c _ �ry^� _ } _ i _ ' _ 14) SUBDIVISION INTERIOR ROADS ARE 20' IN WIDTH. 15) A CERTIFIED FOUNDATION SURVEY OR SETBACK VERIFICATION / / _ O SURVEY IS REQUIRED TO BE SUBMITTED AT THE COMPLETION OF FOUNDATION CONSTRUCTION.- 16) THERE SHALL BE NO LAND DISTURBANCE WITHIN ANY DESIGNATED WETLANDS AREAS ON -SITE. 23'2 17) THE LINEAR FEET OF ROADS IS AS FOLLOWS: .� 7 ,I ROAD NAME TOTAL B 0 3 FT 208 -�,• / I, - 2'` ',- - S - / N/F BAYVIEW ROAD 225.00 FT - 2`34 -, CUMBERLAND HOMES, INC. HEATH DRIVE 575.30 FT ------ TOTAL II 4?> {y . - • d DB 3646, PG 760 \\ r - ( ) _ 19 - / ,.✓'� 48 ' PB 2018, PG 274 �> z 8 os �� 1 , ,� 21� �� 26.22�F� 7 v 4 . -_ - J r — j` Co I / _ 216 � R`�S• 1 �01'4 45"E 150.00 —,,. - C l _ ryp9 1 / o 0) 1 1 `24 T Z N `2 CUMBERLAND HOMES, INC. 0 \ I P p DB 3646, PG 760 N/F I -. :S p^ �' I PB 2018, PG 274 11 COY L. BROADWELL & WIFE, 31,214 SF ` 47 1 qo� L J _ 1 CAROLYN B. BROADWELL '� 0.72 AC -� I - DB 1394, PG 979 "' ; i� 29,180 SF ER8 Ian I 2 i PB F, 7, 542-A i ` Inl 1 I 0.67 AC —, N F I - PB 2017, PG 345 ( S01'40'45"W 203.92' I 1 COY L. BROADWELL & WIFE,, \ f CAROLYN B. BROADWELL / • '�/"r" �' - - 5/e' nl DB 1394, PG 979 / ' / RB vi�.oP�� t- ¢ 25 I PB F, PG 542-A PB 2017, PG 345 723 - 0o 224 N/F 1 225 - CUMBERLAND HOMES, INC. < p I L o DB 3646, PG 760 I �22 223 -�.. LO PB 2018, PG 274 1 �'NI N01 4045E 175.00' J w— 20' DRAINAGE EASEMENT- _ o b I 24,470 SF I ( �.-I , 0.56 AC 2z3 - N S01'40'45"W 203.92, -1 F o 1�- ` = \�, ( 26 % 7 1�. I �I 1 o - N/F 122A ^- oD ` a , ; ®, I � 213 ' 9, ii' y L Z ih ?As z�.: 1 `* 401 INVESTORS, LLC WATERMARK HOMES INC. �' ♦ . N \ TO I - �. v�i �- ' J �( 1 a - PB 2017, PG 34DB 3552, PG � / DB 3655, PG 106 ... -w -v'i RE 2018, PG 274 1 21a -.- n O'52'26 W 419.43'I41 o ldo r rh I 1 I i s 51 Ito ro 001 Ia 46 y 15/8' —1 (V ERB l.� ♦ _ _ .� _ - 0 S '��z -- 30,406 SF • ® o 55 a s ; _ — — — ��,. `�. w ( 20.59 ACF I �23I I I I� I 0.70 AC • I 33.aD2 SF _. - /� OPL -PL— OPL ERB �� \ N Z I I 20' 1 I 27 F 5/8 - / / ERB 5/8 ( L I S01'40'45'W 203.g2' w ryry. --1 WEAVER HOMES, INC. ® - arts ,.._ --� _. - / /C,- 7 0.78 AC— �" , `•' / W� ry I N01'40'45"E 175.00' DB 3645, PG 150 .�'-....... o L J S00'52'26"E 210.00�$i'J� 'V. - (� _� N I PB 2018, PG 274 1 STREET LIGHT M -_ 217- v�- . , H 6 ,� --- — 03 op J 0. _ N ® -27a / i wl i �S ; , N ® I223o- I 1_�I 45 I '0—� I52 I I 1 1 20725 SIF 2 1 I -- o _-' { ��o �; 's' ra I 1 I I `�_�' 0.46 AC 0 ,.=�/ ...,. L. .7 0 OPEN SPACE ) o N/F F'ol¢ ^D 95,012 SF 47,475 SF \ ` INI 1 N/F N F 21,000 SF 401 INVESTORS, LLC ��1 ~0 6 a , ',L \ �,' 218 AC '�^ 1.09 AC �I I 401 INVESTORS, LLC 'n' 0.48 AC - DB 3552, PG 922 "' rs WEAVER HOMES, INC. D 3552, PG 922 /J PB 2017, PG 345 �' 10' UTILITY s M I �, 'ro DB 3645, PG 150 o �, EASEMENT aL T.L �� PB 2017, P 345— -J PB 2018, PG 274 jI —itto ' ' �► 5/8^ I I RB,' N01'40'45"E 175.00' I rn ,SQQ'S2'26'E 210.00217.34 " P� O • - �, '� �, ... y, w 'i,, ERB I I ,1 /C-�} OPL _— I W I1 / �� _s� n -.n N`L �c �L J/ I ,� 'I �I - �a N N Q _ Oi l / / - O Qo `" LLI t /� ' f 13' \ 44 I n \ 29 o I / 53 �olmn ry .. rj Q , ` op 20' 1 > `I' `I' Ji I - / �20.001 SF N /F of 37 . ✓ __ _ 21,000 SF ..--- o -�. 0.46 AC I WATERMARK HOMES INC. 1 o / N I 2 w 0.48 AC 22 \ s _ +L '.� / 2�9 cn ! \ DB 3655, PG 106 7 I Y I PB 2018, PG 274 Q m _S01'40'45"W 18.99' W - "4�F,.. �.jGRAPHIC SCALE 2io.o' zos.00' 5/850.00 155.34' a ERB I 'ERB s/a" I S00'52'26"E 975.34' TOTAL s/8" 1 60 0 30 60 120 240 \ "�a Ii.i-` ERB l I ERB ERB ERB 38) I `i �"1 \.v'I v � �� N/F ❑ v1 e/ 37,1 1 36 1 `�._ w 35 - 1- 1 I 1 33 ( IN FEET ) WATERMARK HOMES INC. I a0 � U x I \'. w 2 ��_ i '-"a'_� r-�..m m. J "'"�Rg ` 34 ' �` \N-F 2 IF 100' Lu J N III \ 32�% 31 I ` 30 1 1 inch = 60 ft. PB 2018, PG 274 1 a a a I CUMBERLAND HOMES, INC. I CUMBERLAND HOMES, INC. I GARY ROBINSON I SIGNATURE HOME I SIGNATURE HOME I 0 a a - 1 UCH I UCH N/F 1 v 1 DB 3646, PG 782 DB 3646., PG 782 HOMES, LLC BUILDERS, INC. BUILDERS INC. I SOUTHERN TOUCH HOMES LLC- SOUTHERN TOUCH HOMES, LLC. WATERMARK HOMES INC. DJ w = I , I I DB 201 8, PG 616 I DB 3645, PG 484 I F = N� DB 3645, PG 29 DB 3645, PG 29 PB 2018, PG 274 PB 2018, PG 274 DB 3645, PG 484 I I DB 3646, PG 445 � F �,. PB 2018, PG 274 PB 2018, PG 274 PB 2018, PG 274 Q � F PB 2018, PG 274 PB 2018, PG 274 PB 2018, PG 274 I 1 � 1 1 1 I4Dsite solutions civil engineering I land surveying 409 Chicago Drive, Suite 112, Fayetteville, NC 28306 office 1910-426-6777 fax 1910-426 5777 Lcense number I C-2354 wwwADakeeolutlonxmm REVISIONS PROJECT NAME SOUTH CREEK SUBDIVISION PHASE II SITE PLAN CLIENT 401 INVESTORS, LLC 2204 Bayview Drive Fayetteville, North Carolina 28305 Phone: (910) 485-5790 Fax: (910)678-9988 PROJECT INFORMATION DESIGNED BY: CALEB DRAWN BY: CALEB CHECKED BY: SCOTT PROJECT NUMBER: 1279 ..:':....a: _ aauaree. DRAWING SCALE HORIZONTAL 1 60 DATE RELEASED APRIL 1, 2019 SHEET NUMBER