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Home My WebLink AboutNCC231682_Site Plan or Location Map_20230606 Y "� „ „„ % S.R. 1010 _ W 'v v i / y 'v .v/' v W a 'Vrtte or:un• iM„ „ „ a/„ „ u„ / „ „ :/::::*** ., OOD.� I „„3/� :::i/f y W I - a 4u w.EOh � w - -. 4 o Ao z'�� /\�� 401 j w\ I / �OW„//y „ „//p „ • W/yy.✓ W / / I E ' �IWrV1 � 4% i „./ •1D0E % ¢F „ O/ OA `„ / \,. EIP„ .„C SERVATION SF NATURAL HAZAI@DYIC ya / / \ \ ILLModel 1517=02(761)24c BU o Lz-N ` 100 YEAR FEMA \ v�934 IQ ' FLOODPLAJG✓ / / / A 1\ 16-Box Unit '" BANKS RD. SEAL: .��y d'26.T &�°43'S9", soo�rEAR FEMA A { „%. 6 "� ` .N y 'EGM y y Z F LOT 89 /a.a { S.R. 2724 ,•,�CA/2'i„ / LOODPLAIN w T p E N......�(�'' . i" - / _ �� EIP LOT 90 A � \ ---1-___ o 5 ?�OFSSi••'.��y%_ / - ,Y: _ ��EIP // LOT 91 / o \ �' :Q •�' c „„ i' „ wf - 1. 419.85 25'/TREE&VEGETATION // 3 N \ ro'mu SEAL �/ �H� e s27°24. ProTEcnoN ZONE / LOT 92 I o�� V VICINITY MAP (no scale) 22024 a _ 1i: / / A2• +W ��71.W C V 100' NEUSE RIVER RPARIAN n."�mx u"u.•.io,"row:oru."o<o,.K.o.�o..o o •.so"x �.o""o Sao n•,•our �•• �. �{�y; ' "�' „ / - MANENT"„ I' 3S;8'30.25 - `10,.. 419.85 / I BUFFER MEASURED 0' FROM ..•Y:"� ' / I P6ERSPACE BtJG.7:'40'57 86 �\ S27 24 1' TIP I ml CREEK BANK,ON BO1�H SIDES U^E ceMe Local AND ` „ „/ „ - I i-•W 172.66 LANERIDG4 SUBDIVISION I RECORDED IN B.M.2 00, ""cau alA snou RESIDENT. / l 03 15-202i1 „,,.,/,* „ „ „ //, FLOOD„k l „ / -.79 AC. , '�pLL E L FENCE 22'S•^yy 1" EIP I of PI(IASE j PG.2298-2300 P couEcroa sueorvlsloH stxeEls r�• .y y LOT #2 I I (.COACHES) / _ 2519123 u> B.M. 2004, PA 298 2300 . „ 20•DRAIyAG- - 8'27"r is 1" EI" m I I LOT 93I„„y// „„ '� EASEMENT .i4/„„ „ ./y „ II20'DRAINAGE /f - 3U W I I / I 1 co 02. - „. „ . I LOT 94 I II of„ „�,, ` b / EASEMENT I^ 181' 20'PUBLIC I O„ '✓ ` '� „ y „ • mI HICKEN COOP - 5769a DRAINAGE 20' PERMANENT -�J ,� „W P „ � • II \�/ ® NCROACHES) , \ EASEMENT CONST.AND / 95 I I I O0,1 .V / „ �I� 2g,' .ERMANENI' �k i .. y \ I I ( 3 8 I MAINTENANCE ESMT LOT 96 IIANERIDGPHASE D2 IVISIONI On /'"+ „ „ „I1 5lANGE.AND a�/ „ W n38,530 SF. / / 13 I �'t- � 1•• EIPERIMET�- LOT 97 I1 N/ „I�'MAIN'TE ANCE ESM'L„ „.. ,yy \ I I /\\ / ` MIA=8,000 SF. /.1 /� \ I�/ \\ NG SBACKI I M. 2000, PAGE 1107l ' Q„ �l " a ICE WETS,.\ / \ \ / // 30.920SF. I �l / -4G 8815 FFO�PLOT 98 U QN„I` „ „ I \ -2pq• MIA=8,000 SF. I I 1 l I VO NEUSE RIVER BUFFERz Oo0.I„ „ „`20', IW „ „ +PONG \ \ / 20'PUBLIC 48" 11.1 I / ] p k „I. „ / „ :AGCEss „ 33 �\ \ \/ .••//y '� W S27°2 E' i I�pETERMINED OR SHOWN IN / W C „ 'i I „ „ - ESMTT „ \„ I I / ? 3Fj // DRAINAGE \ _ \ .i392 VV 11.08 /-y 2E.2298- BM2000, p „y/ „ „„�\„ , 34 / ESjd� / DEVICE#1 S, 1" EIP ffjjG.2298-2300 , p .IA=8,000 SF. O \ / WET "27'03' 235.3 AI'JD B.M.2000, P078 O Y ,�yy 44,084 SF. \ POND O p „W a„„ `I 1n ; „ „�% I I 75,649 SF. // \\ MIA=8,000 SF. 12 I II 7/�6� S27"26'p6" 1EI� / vl ZU MIA=8,000 SF. �gA/ `� PERMANENT �," W 42.23 „,..../ Q „ „/„ „ •„ 20'PUB /ti, / / ;lit tN Q ro r, - .` •1„ / 35 \ , \ OPEN SPACE - 1 1 Ii 1 O / ; EIP ¢ =o^ „ „ „ J DRAINAGE& �+ I I / \ A31,71 SF. 4 1.54 AC. " - „ • „II „ ACCESS ESM'T / 32,685 SF. • \ N. 33,365 SF.F I / Iw U z „ „ CO„ „ .„„ „ ' MIA=8,000 SF. �• 1� 4.5 MIA= ,000 SF. z „r . „ n O I 30'UTILITY: „„ / p�`,; /,/� SIGHT \ 4 / 36,412 SF. �, O / A20'PUBLIC - I m I I > 20'PUBLI MIA=8,000 SF MIA=8,000 SF ' DRAINAGE •4 / DRAINAGE DEVICE Ili D I „ „ PUBLIC I- �O6 . ( TRIANGLE \\ ?q ACCESS ESM I / 171 SF WET S€MENF� Lail Ox�� A„�,N W I�W„ DRAINAGE _J L - J / /^\\ >2 7' \ / I / 37. POND , \ W N._ „ _ C0 i „ ACCESS ESMT m/ ,' 132_ _ 141'_ _ 2g• / 25 �\ \ _ I� �/ _ _ I 14' 75�/i / MIA=8,000 SF. \ z S m(O Ro Ro I W1'60,: 9 SF. I F - -. - 1\ / 20'PUBLI \ PERMANENT I O d 'D I „ 'r ( •• _ •- \ V DRAINAGE& OPEN SPACE \ W C 36,233 SF. w - t"' t-" I „ 'MyA= .0 SF. \ _ a_ \ MIA=8,000 SF. ••�1 \ ' = / 2.00 AC. I O Km y�4. , \ 34 iqq' 110' �1i / \27' - / _ _ `_ ACCESS ESMT Y N I O o'er /��• \ - 111' 4,.q' 20' PERMANENT O_ O I / / I `\ \ \ // 10'X70' \ 20'UTILI'`� o�Oj II „ / /- 1j - I Q` SIGHT �20'TEMPORARY�� • �s ANDACCETINi. CONST.AND \ \ Z (/1 // 1/ \\ \\ 26 \\ / f OC \ \� O ♦ MAINTENANCE ESM q ACCESS& EASEMENT $' TRIANGLE MAINTENANCE LAT:35'38'46.28 \ ' EASEMENT \ - I 31 I I 39,934 SF. / J 23 // \ I `` I �%/�, O \\ @ \ L MIA=8,000 SF. 22 \\ 30,850 SF. w LONG:78'T/40'43.31 LOT 73 w II 29 28 \' MIA=8,000 SF. / 2'4 m 1T 5,918 SF. �';- `'�, \ MIA=8,000 SF. ( i- 'U II „ • 30 i L O I I 10 �� f c �100 YEAR w / O WELL _ I \ 39,788 SF. o a _ MFFE II o� L�7 ,Z- 1 .'; 0.453 SF. II 40,077 SF. \ MIA=8,000 SF. �20'PUBLIC=344.34 • \ r H I A=8,000 SF.- 37,843 SF. �" 45,960 SF. \\ MIA=8,000 SF. / o EASEMENT DRAINAGE = 30,100 SF. \\ \'''' \ \ LOT #1 I S E IM o= 20g• „ I MIA=8,000 SF. 39,118 SF. MIA=8,000 SF. \\ ' - rS ELEVATION = 3 3.34'_-E ,,- - \\ MIA=8,000 SF. \ / \ I N (4 - MIA=8,000 SF. \ L. I I / I I \\ _ 290' EIP \ ,D LTL z, I I I_ =-*----- __ ___ - - 226' PINCH-TOP T \\ \ O Z- \ =i 113 \ \ 7 \ / I ' - I // - - - -=-1 -'- N1'°27 55' 4t` _ _..0' PERIMETER- \�-198'_ \\ L�7 I Ill / 156' 267 1767.00 BUILDING SETBACK \Y 43,202 SF. / I LAN ERIDGE SUBDIVSION I o 'Z,' _- - - 192' 25'TREE&VEGETATION \ \"', MIA=8,000 SF. i / PHASE 3 B.M. 2000, PAGE S'] ,-9 335' PROTECTION ZONE \\ 21 \ / j / II 2298-2300 z O \- I I NOW OR FORMERLY FORREST Al \ MIA=8,000 SF. I AND DELORES BALL D.B. \ 37,235 SF. - 1 2580, PG. 331 \ / \ MIA=8,000 SF,/ / _ FOR REVIEW ONLY- \\ 20 \'\ ; \ / O / J1 LOT 72 o aE a' 3 NOT FOR CONSTRUCTION \ 30,10o SF. \ 35,960 5F. / / i( M gm< aJ MIA=8,000 SF,/ / SO - \ MIA=8000 SF. \ • \$\ / " / I o 1" EIP - I o`°' PLAN IS SUBJECT TO REVISIONS DURING \ I rn< THE CONSTRUCTION APPROVAL PROCESS \\ / - - /O II / 4 I N GRAPHIC SCALE % / 35,171 SF.I / LOT 71 STORMWATER CONTROL AND MANAGEMENT <oo \\ \�\ \'{y'\ MIA=8,000 SF. 1,/ �-'\ 50' RIGHT OF WAY IMPERVIOUS CALCULATIONS ` 19 \-\ /i 3>� 20' PAVEMENT [] - 0 loo suo zoo \ // I o -8�- ►�6 .f IMPERVIOUS AREA PER LOT TO BE LIMITED TO 18.000 S.FI _ \ 30,116 SF. / I- 10' CL 10' THIS AMOUNT TO BE TO STRINGENTLY ENFORCED INTO PERPETUITY. ( IN FEET) .\ MIA=8,000 SF. 3 A \ I LOT 70 WAKE COUNTY TOOL V2.2 WAS USED FOR ALL STORMWATER CALCULATIONS. � Oct 1 inch= 100 ft. \\ / \I 0 r,L_PER Pr.-_= 2" S9.5B LEGEND 1o. \ / i _-\ rg,\ 31,818 S . �LN I (n ..................::':,.:,.........,... ER t1, 2;\ NOTE: m i Zp1'- \ \ MIA=8,000 SF. II 25'TRE�cl&VEGETATION P�' BEFORE ACQUIRING A BUILDING PERMIT FOR LOTS MARKED WITH AN THE BUILDER 8,000 SF = MAXIMUM IMPERVIOUS ALLOWED o .n \ \\ / 1 PROTECTION Z�NE W Z H NPR 8" CABC s '1 MAY NEED TO OBTAIN A FLOOD HAZARD AREA USE PERMIT FROM WAKE COUNTY \- 1 \ z ,Z." CUT ENVIRONMENTAL SERVICES.THE BUILDER'S ENGINEER,ARCHITECT AND/OR SURVEYOR \\ 1 g % I FILL (AS APPROPRIATE) MUST CERTIFY THAT ALL FLOOD HAZARD REQUIREMENTS ARE MET. r„„ „w = FLOOD HAZARD SOILS \ 30,342 SF. \ \ / A` I•IMI0=8Z000%SF. LOT 69 Q ¢ Q Lu THERE SHALL BE NO FILLING OR THE ERECTION OF PERMANENT STRUCTURES IN THE \ / O I I( d AREAS OF WAKE COUNTY FLOOD HAZARD SOILS OR FEDERAL EMERGENCY MANAGEMENT „ ' MIA=8,000 SF. RESIDENTIAL STREETS AGENCY(FEMA) 100 YEAR FLOOD ZONES UNTIL A FLOOD STUDY IS APPROVED BY _, �/� TYPICAL CROSS SECTION WAKE COUNTY AND/OR F.E.M.A. \ \ / �// 30,100 SF. \ III LIJ Q WETLAND AREA / MIA=8,000 SF. ��JE. LLJ = J NTS NOTES: \ �s / \ p �� Ili - PRESENT STREETS LAND USE IS A 50 VACANT, WOODED AND FALLOW. / 1 7 \ \ I II/W. O•(<'4"/ W > - ALL STREETS WILLJ LL BEEET INTERSECTIONSPUBLIC AND ARE 25'CONSTRUCTED TO NORTH CAROLINA SITE DATA-TOTAL \ MO_83000 SF. SF./?��'\ . -•= 100' S QJ0 0 2 0 Q DEPARTMENT OF TRANSPORTATION STANDARDS -SUBDIVISION# �\ / O ; w - WATER SYSTEM WILL BE COMMUNITY WATER SYSTEM. -TOTAL TRACT SIZE=47.59 AC. \ ' I `�+•as 1 EIP Al I - . I - SEWER SYSTEM WILL CONSIST OF INDIVIDUAL SEPTIC SYSTEMS. -TOTAL NO.LOTS ALLOWED=69 LOTS \\ \ \ Y Q -TOTAL OPEN SPACE REQUIRED(10%)=4.76 AC. /" 16 =19 W \ ( - ALL WAKE COUNTY EROSION CONTROL MEASURES WILL BE COMPLIED m \ /// ` \ Z CO (n WITH DURING CONSTRUCTION -TOTAL OPEN SPACE PROVIDED=7.87 AC. 40,3 4 SF. KIOSK -TOTAL NO.LOTS=37 MIA=8,000 SF./ LOCATION PROPOSED I - ALL FEDERAL FLOOD HAZARD REGULATIONS WILL BE COMPLIED WITH SIGN Q J Rr DURING CONSTRUCTION -AVERAGE LOT SIZE=0.97 AC.(42,230 S.F.) \ 15 / EASEMENT I \ J CO U `'. x� - ALL STATE AND LOCAL GOVERNMENT APPROVALS SHALL BE SUBMITTED -LINEAR FEET OF STREET= 3,272LF \ ,// •4•45 SF. I LOT 67 \ o' TO THE SUBDIVISION OFFICE BEFORE FINAL PLAT APPROVAL -IMPERVIOUS IN STREET=1.57 AC.(68,389 S.F.) \ TREE I 8.0"" /' /1 cryt Q if ts' - DRAINAGE EASEMENTS SHALL BE PROVIDED FOR ALL AREAS -IMPERVIOUS IN LOTS=6.80 AC.(296,000 S.F.) 20'PUBLIC y- 30,100 SIF.o \ DRAINING 4 ACRES OR 4 LOTS AND SHALL BE SHOWN ON THE -IMPERVIOUS IN KIOSK=0.02 AC.(870 S.F.) \\DRAINAGE& 7 CIA=8,000 S = . \ qCCESS ESM'T CONSTRUCTION DRAWINGS AND ON THE FINAL PLAT: AFTER -IMPERVIOUS IN WELL 1= C. (13,068 S.F.) \ // J �I Z SUCH AREAS CAN BE DETERMINED AND HAVE BEEN FIELD VERIFIED -TOTAL IMPERVIOUS= 8.69 AC.(378,327 S.F.) VAR. 6' 8' 5' - BOUNDARY INFORMATION SURVEYED BY STEWART-PROCTOR PLLC. -AREA OF STREETS=3.78 AC. �- \ //DIRT PATHE CL R/W PAVEMENT SHOULDER OPEN 30' PERIMETER- PAVEMENT Ry�6y THE HOMEOWNERS ASSOCIATION WILL BE RESPONSIBLE FOR MAINTENANCE PIN#0698-48-6568 SPACE 35• WIDTH WIDTH - - \\ BUILDING SETBACK - , t/4^/Fr ,a5 OF THE OPEN SPACES IN THIS DEVELOPMENT. -MINIMUM LOT SIZE=12,000S.F. \, // �`0.54 AC. - - r16x - PROTECTED TREES TO BE LOCATED AT TIME OF CONSTRUCTION PLANS AND -MINIMUM LOT WIDTH=80' _/ e"ABc ` d oR AVOIDED OR REPLACED PER WAKE COUNT UDO. -ZONED R-30 - -' I. 157 2'S9.58 SUPERPAVE ASPHALT - - NITROGEN REDUCTION CALCULATIONS WILL BE APPROVED AND BUYDOWN -TOTAL DISTURBED AREA 8.20 AC. 521.4• " EIP OR RECEIPT OBTAINED PRIOR TO CONSTRUCTION. -%IMPERVIOUS=18.3 205 S12°05'29 W \ SECTION A-A I"/FT `z5q 10' PERMANENT CEMETERY LIMITS DRAWING - OPEN SPACE TO BE DEEDED TO HOMEOWNERS ASSOCIATION. -SETBACKS= FRONT=15' 1 EIP EASEMENT AROUND NOW OR FORMERLY SYMMETRICAL CUL-DE-SAC SIDE=S' DEVELOPER / - NOT DETERMINED SHEET SHOULDER SECTION - PROPERTY IS LOCATED IN THE MIDDLE CREEK WATERSHED. CEMETERY N.C.D.O.T. WITH 100' R/W RADIUS - ROADS AND INTERSECTIONS TO COMPLY WITH ALL NCDOT REQUIREMENTS. REAR=15' BGM INVESTMENT COMPANY /NOW oR pORMERLYI D.B. 17314, PG. 376 NO CURB AND GUTTER - APPROVAL AND A TREE SURVEY IS REQUIRED PRIOR TO ANY ACTIVITY AND/OR CORNER=15' 51 KILMAYNE DRIVE, STE 100 / N'CDo"T" - C-3 NTs DRIVEWAY TURNOUT GRADES CARY, NC 27511 / / D.B. 17314, PG. 376\ / t