Loading...
HomeMy WebLinkAboutSW6231106_Plansheet - Proposed Conditions/Site Plan_20240228 .......................................................................... .................................................................................... ............. ............................... ....................... ................................................................................................................................................................................................... �� BEFORE YOU DIG, AREA 1 00 to CALL 10 (y) ZD (SR 17 201 SITE INFORMA TION � ;o 810AI 'WIDT USLIC R/\N x 0) 0 Ifl PROJECT NAME: .........................................................BRYANT ROAD SUBDIVISION 0 Lc) AB M 0 PG PS 200 SITE LOCATION: .........................................................ERWIN, NC HARNETT COUNTY c\j to PIN:...........................................................................................1507-37-7604 �AW c"I f 1507-35-0329 IV NORTH CAROLINA _-J DEED BOOK/PAGE.....................................................3737/849, 338/36 0 ONE CALL CENTER www.ncocc.org 2C LANDSCAPE §UFFER ZONE:.....................................................................................PRO. PUD ZONING x"t (SEE BELOW DIMENSIONAL REQUIRMENTS) C�. a 1 --------------I TRACK ACREAGE:.........................................................±54.82 AC. :2 ilk 0 ----- I it ;\ , ' �: '\ I ' i 1 aea aF s i °; I a 1 � NUMBER OF LOTS:......................................................±247 LOTS y : V, SINGLE FAMILY DETACHED:................................204 f'11 A.' X 1 4- 0 SINGLE FAMILY TOWNHOMES:...........................43 • LLJ t I i P L Ag� LINEAR FOOTAGE OF STREETS:....................±7,120 LF afJA. -- — C5 > LLI ..........±7.98 Ac. ——————— ————— 4� AREA OF PROPOSED STREET R/W. U) am ------- y—1 z au- 7 OPEN amff j- DISTURBED AREA (ESTIMATE):.......................±44 Ac. S, S PAeE c�L———————--—————— art MINIMUM BUILDING SETBACKS: SF TH a.- sr. ......................................................................20' 20' LLI 0 It FRONT/R/W. 09 Lu "-------4" SIDE:........................................................................................ 5'It 7WF \aW- REAR:.....................................................................................15' 15' J CN Lu V) ———————--—————— I a14 A f CORNER SIDE:.................................................................10' 10' r 0 LQ z 00 MINIMUM STREET FRONTAGE:................................40' 20' r- C14 .11-1 AY. MINIMUM LOT SIZE (SF):......................................4,800 1,400 ------- ------ LM M \1 if 'y , 401 7 '7\ <\ TOWNSHIP:...........................................................................ERWIN, NC A, It LLI It SI -j PRO. OPEN SPACE AREA...................................16.24 Ac. (±307.) V) -j L—————————————— 5; LLI 10'ow uuLQq- u V V 1 WALONG TRAIL > 3 <BORDER au- 1jW AVD, 0 00 z LOTS BY PHASE TABLE an F, It < a7l Z OF TOWN LOTS BUILT I\It a r---j I /r- PHASENUMBER # OF LOTS # I HOMES IN PHASE N • PRO 'z/ DGE OF WATER -4, 108-123, 157-166, BLN=C-1874 SCIVI '1 104 170, PHASE 1 57 14 78-204, 219-232 \ PHASE 32-54, 74-75, 104-107, ) ob a X 54 14 124-130, 147-156, 167- U 174, 12-218, 33-239 5-31, 131-146, 175-177, PHASE 46 15 1 205-211, 240- �47 V /,//OPEN "I - </ SPACE d 12, PHASE 4 55-73, 76-103 IN 47 Aw�.jf-1, -"\ 19, —A. a ni Z c fA \ / i aars'�sF. ` aam sF. /\ L 6 \C' \ \ ` /, _ Y \\ /_, O PHASE 4 WATER AND SEWER PERMITS TO BE APPLIED FOR AT ONCE THE FIRST 47 BUILDING PERMITS ARE ISSUED. CONSTRUCTION ,A 4" NMI. "Ai 021 a1JA. air DRAWINGS TO BE REVIEWED AND APPROVED IN ONE PHASE ar INDICATING THAT PERMITS TO BE APPLIED FOR AT A LATER DATE. am \ a sij / ( `-- -- \\\\ O allA.1 'A. a1JA.4 F. V EDGE OF WATER r / , \ aaF la AREA2 \a"- Sr. M lli4 N\ arz- 1 yw\ w w— Vol 2q- 21n an Am sr. >1 POND LOT 161,698 SF far z '4 SF 3.71 AC /A allA._l / Nis F*\l IIA mF far S 124 SOW af4- I -0 > N f 022 7a fAY. r I I I ------ QD K-- is I III all A. 19 '1\ --- \7— N \ 14 4� 7 A/ z IS? %oai all 1. 174 Voz fm D7 \7--7 117-1�—1 a" as. 471" 2J < < A Z9�zli c1b PRO. M an V T< / 1 1I 4 �cm IJAX \Aoaiso: F allA. SqAtE ALL DRAINAGE EASEMENTS OUTSIDE THE PUBLIC RIGHT-OF-WAY ANDQ� \ O F. ALL SCM'S WILL BE THE MAINTENANCE `23 'J" RESPONSIBILITY OF THE HOA. 40' 114 \all A. its 0 A. all Al2A�Z 15' IVIBSL Fl� 15' IVIBSL art 'A air X\-0-4 Z F-1 El F-1 as /lar I ------------ MKS OF RESMAEV 26 > Air DIP 6'a4 X VAL W 22' 22' 26' 1 '71RUSr CQUAR U) HOUSE el I \6�1 XM An rAPPED W1 - MI M I &OHMF 0 PAD 1 1 \ IN .41� C\A < or all (3 O'x 6 0') mi - I ,so — \ < Ln Lr) aarr�. air 0107 . -'\\.%4 A. Z PRO. PUMP CAITO STATIC > N (SEE D-08) r-33 0 A 20 L SEAL 20' MBSL x 5 UTILITY ESIVIT. Ix 19843 k�lMBS a14 A. 5 UTILITY ESIVIT. y R/W EP9 PRO. RAW RAW sc�,- "',41,1CHAEL SIDEWALK SIDEWALK ROLL CURB & GUTTER ROLL CURB & GUTTER W > 10/16/23 TYPICAL TOWNHOME (NTS) TYPI AL LOT (NTS) • OVERALL -- SITE LAYOUT -------- --------- REVISIONS -7 40 R/W 2/28/20 EC&PWS Comments 1.5' GRASS ------- 4/16/20 RFC - Kolter Rev. 5' UTILITY STRIP 6.5' GRASS 5' UTILITY 3/7/23 30% Plot Set EASEMENT 5' S/W 27' BB STRIP ,-SPACE 7/6/23 Permiti Ig Set 3" SF9.513 ASPHALT 9/11/23 Resubmittal 2.0%— 12 (2-1.5" LIFTS)-,\ 1/41 2.0% 11/1/23 HRW Resubmittal 1/24/24 HRW Resubmittal L WATERLINE 3' MIN. BURY FILE NO. 2022-063 COMPACTED SUBGRADE PREPARE t HORZ. SCALE: 1"=100' IN ACCORDANCE WITH GEOTECHNICAL VERT. SCALE: NONE REPORT. SCALE: 1 100' STREET CROSS SECTION ETRO 3 PRESSURE ZONE DUNDARY.SEE D FOR NOT TO SCALE ETAILS ON CHECK VALVE N VAULT AND AII 0 160 200 250 300 CE-01 MANY ARE THE PLANS IN A PERSONS HEART, BUT IT IS THE LORD'S PURPOSE THAT PREVAILS. PROVERBS 19:21 L =of— ------