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Home My WebLink AboutNCC216082_Site Plan or Location Map_20211103SURVEY DISCLAIMER � 1 1 1. CONTRACTOR IS FULLY RESPCN&SLE FOR CONTAC7NG APPROPRIATE PARTIES AND ENSURING THAT ALL EXISTING UTIL1TES ARE LOCATED PRIOR TO CONSTRUCTill 2, CONTRACTOR IS RESPONSIBLE FCR PLACING BARRICADE`,.-JSIq� FLAG MEN, ETC., AS NECESSARY TO ENSURE THE SAFETY DF THE �'.JBLIC , ALL PAVEMENT CUTS, CONCRETE QR ASPHALT, ARE TO BE REPLACEQ ACCORDING TO THE STANDARDS OF THE `1CRTH LAFOLINA `LPARTME=NT OF TRAN5PORTATICN. CR LOCAL JURISDICTION. WHICHEVER 15 MORE STRINGENT, 4. SHORING SHALL BE IN ACCORDANCE NTH 05HA TRENCkNC STANDARDS, 29 CFR, PART 1926, SUBPART P, OR AS AllllilD • 1 \ 0 Ile _J 10- ter, / / Lam-\ J \ -i - J /// /r�jj `` ✓"" \ / m It ch ie °P e W OP ✓ftft ill / /ftft / Z,PROPERTY E, TYP. �✓ !% / - /// / / 246 c , r / �loff` w'llOw ^\J TOP OF BANK V _4 I \�� \ \ //i = / mot, 3 .�o ` \ s -\ or 9 \ \ I 1 TOP OF CREEK BANK / / j/�/ -_ // / �� \ \ l"' o f b/rcl r ajo1A 1 ham. \ \ c EXISTING CONDITIONS BASED ON SURVEY IN BASE CAD FILE, PROVIDED BY BNK, RALEIGH, NC (919) 851-4422. DATED 08/31 /18 (REVISED DATED 07/09/19). OVRNPM m a U 2 SITE I HWY 98 0 zr co `e 16 VICINITY MAP N.T.S. I i \� ✓ \\ WETLAND _I 50 ' NEUSE ? \ ( / i / / \� \\ \�, N . RIPARIAN BUFFER \,\\ RIPAR \ / \ \\ l NEUSE RIPARIAN 1vc:'• :• ;:• ch� ti TOP OF BANK . �\ \ \ �� \ / \\ \ \ \\\ \ \ ':�'''. • :::• . BUFFER TYP.VP . ::�?.� ;.,� �\ / TER SUPPLY kyr.=.\''.. ::'-':: :'.•'.'•'-�%::.:: ':' \ - / 66 \ \ \ `-��. / 1�IS((t(::: ' '� i WETLAND, TYP. r ,\ I / WATERSHED BUFFER _ \\\\ \ \ \ '/�:•,:'•. •;.%�:�1'•::?.�. • ••/•• \� '�•�''�' ' �'•� • \ � IV 'Oal \\ I n l (i / // 111\ \ \ o •:�100 YRk' p� /`�`--: yS^ •.:?':•..•.:,.y;' l � \ �O`--. / �l/)ll 1 � I- � /� / - I, 11 I \ \ \ Ple \ '•'::•• II AIN, TYP.'';•)..•• •.>=• I 100' WATER SUPPLY•; ,-- ':�.i�.'•:-• i \ _ -- �i- i / U / - / /// I \ �• T FLOODPL' ::::: l // 11 / o ` 1 ,/ \ / /� /// / \ ►ill \\ \ �h r �► :0 ?' WATERSHED BUFFER :Y;.'•; __1 - \ \\ _ �t_Fys 100 YEAR FLOODPLAIN / _ __, i160.2' PROGRESS ` �� s" l.J / j% /9✓�i / /// /ii 1 t \ \ \ B �. '•'• ' l ' - _ \ :P : �:::.: . :a• ' _ I ENERGY UTILITY / \ J L r 3�`, / ////�///// - _ �v ' / / / / �� \ : `::. ':•:` :% r.''.' ^•'. d / _ -t / _ -� �` \I V'� d ,..:. '50' NEUSE RIPARIAN \ / / EASEMENT BUFFER TYP. ; 1 / / rays// �/ /i / / \ // / �i% -�1 ' ••'•'' ` . 1+'• `: //�//// / \ �• `'�o\\\ l �/ /// �, \• \\ e _ _ _ / _ - _/�\\ I I 1/ `%� j _ ��t� / ///' // //// /III �11////// // \ \\\\l11 -,�� - '/ i _ 11 I I / •r'-•'�; ``• / w � U / , 46 // l / ((\ \\` (I l I \ I I \ \ \� \1 11 t R - -- - erk=- 11I I 14�1 ;:?�':'. // �I// v / ^\\ �J l I f � / // / / � / ( I 1 \ \ \ \ \ \ I e ^` _ _ _ _ \\ III I .:•1::••1•'' /� � �/ / / \ \- / � / / It / \ \\\ �'° y ^ -`-' \ _ \\ \ ) I ` / / _ / luc/ sii_ / /l \\ \\ ' \ `_= \I -I- \\\ \ \ \\ \ "M i •, �M / _ 100' WATER SUPPLY 100�G�r.\\� Y SUP - I ��I�� I / / ' WATER PL WATERSHED BUFFER I I III ( ( I/(I I 1/ \_�N!` / /�I //%/ / _,-%//-� -II - , I_-� _\_//\- / 1� \II \2/\8 A \IJ\\ ` t _\ I� /' //\///(_� /_\\/ � /,I \r�//I\ ///• �/ IlI I/�/// l�II\I �/II I`\I/1I/I/I I/\�II/I\ 1I'li�IIII\ IIIIIlI I\I IJ\I(/II\ 1I\/II II/\IJ//IJI l J/\ IJ\II /I \ \I/�\I�IIf/ I\J1J1:1 lf'l :l IJ:.I.::'1:' ' ;..- . ,. ;t::':�J1I. /�I`I IIII II /Il II (I/I\/ �I/I/III I I o/ I1 / I (I I RJI�// I / I /fI /I �1l J / I// l BUFFER T/ EI/R/ -\ISH^\I\ED B\- \U�\ \ F\. \ - FE - =/RW( / - / 264 L i \ BUFFER TYP. �) I / 50' NEUSE RIPARIAN /�/ ; i l IIlIt / II % / ��l1/l1 lI /lll/ / /h l //� /��/ l/I// //y1I -��I� 0 Al / / lI J / // /•2ao_-I/ /Illl ( Pf 270// 260 ITOP OBANK- I 11II 1\ j 28sr It It -Ii Z/J/ 9 NEUSE RIPARIAN) BUFFER TYP.<i 290ao-(7 N\, / ( 1_ = -_) 1 11II�o TEMPORARY CONSTRUCTION y / (� .'. ENTRANCE, SEE DETAIL l I I l 11 \ - 280 TEMPORARY CONSTRUCTION 264 _ II 1I l / / 12/C801 Alp �� \\ \ �l I I I I I \\ I C 1 I I/ l I �/ I I I�11II I II I \ ENTRANCE, SEE DETAIL J I I Ill 1 I ENTRANCE CLOSED TO _ \\ \\\ \ \\ \\ \\ I I I \ I I o \\ \ I I I I I I I II ,/ 12/csol , / / \\ - - / l l l 11 l I I CONSTRUCTION TRAFFIC \ \N \ \ 1 I I I \ I / , 11 I 1 II I I II I 11 _ _ � 1 / I III I \ /-•\ \ \ `�-//'270_\\ �/ ol III I \ JiJ /I I DISTURBANCE \ / GRAVEL YARD INLET \\`; j1 `�", \\I I II// \ I I / \ I 1 �\ I I� y II\11 1 / lTi,� l J' I 1 / I \ \ I 11 l I I I \� I I I I I I\ \ III I I I 1 I(I f��/�'' PROTECTION, o 1 L \\ I 1 ( I I �' JIJ I l / SEE DETAIL 5/EC-3.0 ` - J \ \ \ / \ \ - / ` \ \ \ 1 I I \ I I\ \ \ ((III J 1 \ �\ I I l l 1 1 1 1 ( I I I ter` / 1\ - _ \ �\ I �l l 1 / l I \ \ _ i _ •°•°•°•• \\ \\ \ \ `,;.: \\ III TYP. '\_-// � \ \ � 11 I •o°seo°s � \�\\ � ' \ \ I 1 I I � I ( 1 \ \ � °•°•°•° _ - it / _ � \ °O EXISTING NCDOT - '-X /!-� -- --- - -=-----..-..-.` _ __. _ = _ - _ - _ _ _ _ = - - �` _ _�_ ___ _ �/ � - � �\ v_\ _\\ ( / \ CONTROL OF �► d - =Rig-- _ _ - I ACCESS FENCE - - - - - - - } / I _ _ - -/ .- �� - - - \\" \ �/ J `= /� • �` - \ �� r - _ / / _ o- HIGHWAY 98 - EXISTING NCDOT - 15 RCP 1 HIGHWAY 98 \ ` \ \ =�Js" CONTROL OF �/ _ _ _ / / - a- ^ - ACCESS FENCE !, �\ N I \ \ \ \ ,1� - -� �� a - NC 98 BYPASS (DR CALVIN JONES HWY)s--�: _ _ - \\_ l -\ _-_-- / _ - --- \ --- 111 I J _J 15 - - - _ ------ - \ _\ \ \�\\-or `��, I1CI III n \ _�_ r_� _ _ _oJ_=7_ __1 -_ _ _- - -_- �_� _ _ _-- •`-` - - _ - _ _-_ _ -_ ` \ - �-� \- I o -------��`__ - •-: ' L== _=___ \\ \ / � / 0' AIL__- _------- it l� J/ Ill ,� - \\\�\\� \�\\\ /___/ \\ 1� II -\ J/// _ - _ / , / I '�%�= \\�\\\ \\\-�� / 1 �� - J /////ii/� - - ~� I I 1 ` ; l �ssco 11 > ^ / I \ -\- I /i I ( gRIM: 299.93 �-' /Rrq �\\\ N 1 \ 1 ( 1 1 .... , .... r .,., ... - '---� --, //. Pl (fir S/ _ //, ///. �// �_ �\ N \ Toil EROSION PERMIT NOTES: Toil CONSTRUCTION SEQUENCE NOTES: SEEDBED PREPARATION NOTES NPDES STABILIZATION PLAN NOTES: 1. THIS PAGE IS SUBMITTED TO COMPLY WITH NPDES GENERAL 1. A LAND DISTURBING (E&SC) PERMIT IS REQUIRED FOR PROJECTS OVER 0.50 ACRE. IF 1. PRIOR TO THE SCHEDULING THE PRECONSTRUCTION MEETING, THE EROSION AND SEDIMENT CONTROL SURETY MUST 1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN. STORMWATER PERMIT NCGO10000. MULTIPLE LOTS WITH LAND DISTURBANCE OVER 0.50 ACRE TOTAL ARE EITHER CONTIGUOUS BE SUBMITTED TO THE TOWN OF WAKE FOREST. THE NCGO10000 CERTIFICATE OF COVERAGE MUST BE OBTAINED BY OR NON-CONTIGUOUS IN THE SAME SUBDIVISION BEING TAKEN DOWN BY THE SAME THE PERMITTEE, WHEN APPLICABLE. A COPY OF THE COC MUST BE SUBMITTED TO THE TOWN. 2. THIS PLAN CAN BE APPROVED BY THE CITY PURSUANT TO NPDES TO WITH AVAIL RI TO AREAS BE SEEDED SHALL BE RIPPED AND SPREAD ABLE TOPSOIL 3 DEEP. BUILDER/OWNER, A LAND DISTURBING PERMIT IS REQUIRED. THE COST OF THE PLAN Z. GENERAL STORMWATER PERMIT NCGO10000 ONLY. TOTAL SEEDBED PREPARED DEPTH SHALL BE 4" TO 6" DEEP REVIEW AND PERMIT IS $500/ACRE ROUNDED UP (1.1 ACRES = 2 ACRES 0 $500/ACRE = 2• AFTER THE PRE -CONSTRUCTION MEETING IS HELD, THE CONTRACTOR CAN INSTALL INITIAL EROSION CONTROL $1,000). THE FEE IS DUE AT TIME OF PLAN SUBMITTAL. DEVELOPER IS RESPONSIBLE FOR MEASURES ONLY. THIS INCLUDES BUT IS NOT LIMITED TO CONSTRUCTION ENTRANCE, SILT FENCE, PERIMETER 3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE SURFACE SO 3. THIS PAGE OF THE APPROVED PLANS IS ENFORCEABLE EXCLUSIVELY INFORMING BUILDER OF E&SC PERMIT REQUIREMENTS ON INDIVIDUAL LOTS. DISCLAIMER: DIVERSION DITCH, CHECK DAMS ROCK OR WADDLE TYPE), TREE PROTECTION FENCE, EXISTING INLET PROTECTION, ( ) THAT THEY WILL NOT INTERFERE WITH ESTABLISHMENT AND MAINTENANCE OF VEGETATION. PURSUANT TO NPDES GENERAL STORMWATER PERMIT NCGO10000. TOWN OF WAKE FOREST FEES AND CHARGES ARE SUBJECT TO CHANGE WITHOUT NOTICE. SKIMMER SEDIMENT BASINS, AND SEDIMENT TRAPS. CLEAR ONLY AS NECESSARY TO INSTALL THESE MEASURES. SURFACE FOR FINAL SEEDBED PREPARATION AT FINISHED GRADES SHOWN SHALL BE PLEASE CALL 919-435-9443 TO CONFIRM CURRENT FEES AND CHARGES. REASONABLY SMOOTH AND UNIFORM 4. THE TOWN IS NOT AUTHORIZED TO ENFORCE THIS PAGE OF THE PLANS 3. CONTRACTOR IS RESPONSIBLE FOR E&SC WEEKLY INSTALLATION AND MAINTENANCE LOG INCLUDING DATES OF . AND IT IS NOT A PART OF THE APPROVED PLANS FOR PURPOSED OF 2. IF ADDITIONAL ACREAGE IS ADDED TO AN EXISTING PERMIT REVISED FORMS PLANS AND TEMPORARY/PERMANENT GROUND COVER, A RAIN GAGE, COPY OF TOWF SIGNED PLANS ONSITE, REVISED SIGNED 4 IF NO SOIL TEST IS TAKEN PROVIDE FERTILIZER AND LIME ACCORDING TO SEEDING ENFORCEMENT UNDER THE TOWN of WAKE FOREST CODE. ANY ADDITIONAL FEES MUST BE SUBMITTED. PLANS, NPDES LOG, AND CONSTRUCTION BOX MUST BE PRESENT AND EASILY ACCESSIBLE ONSITE. SPECIFICATIONS. IN ADDITION, PROVIDE 15 LBS/1000 S.F. SUPERPHOSPHATE. 3. IF OWNERSHIP OF A PROPERTY HAS CHANGED A REVISED FRO MUST BE SUBMITTED. 4. ONCE MEASURES ARE INSTALLED, CONTRACTOR/FRO TO CALL TOWF FOR AN INITIAL INSPECTION. IF SITE PASSES 5. IF SOIL TEST IS TAKEN, PROVIDE LIME AND FERTILIZER ACCORDING TO SOIL TEST REPORT. SITE PERMITTING APPROVAL INSPECTION, A CERTIFICATE OF COMPLIANCE WILL BE ISSUED. CONTRACTOR CAN NOW BEING CLEARING, GRUBBING, 4. IF A PROPERTY IS TAKEN OVER BY THE BANK, THE BANK SHALL CONTACT THE TOWN AND AND GRADING. 6. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL DURING water and sewer Permitsllrapplicahle) REPAIR ALL EROSION CONTROL MEASURES TO TOWN/NCDENR STANDARDS. THEY SHALL SEEDBED PREPARATION, The City of Raleigh consents to the connection and extension of the City's Public Sewer System as shownon this plan. The ALSO SUBMIT A NEW FRO FORM. 5. CONTRACTOR TO MAINTAIN ACCESS ROAD FOR EMERGENCIES AT ALL TIMES. material and Construction methods used for this project shall conform to the standards and specifications, oftheeity'sPublic 7. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DEPENDING ON FIELD CONDITIONS. utilities Handbook. city of Raleigh Public Utilities Department Permit# s-4917 5. IF A PROJECT IS NOT COMPLETE WITHIN TWO YEARS, THE PLANS MUST BE RENEWED AT 6. PHASE PROJECT TO LEAVE AS LITTLE GROUND OPEN AS POSSIBLE. $250/ACRE. A REVISED SET OF PLANS MAY BE SUBMITTED IF ACREAGE HAS ALREADY 8. MULCH TO BE TACKED OR MECHANICALLY TIED DOWN WITHIN TWO DAYS AFTER MULCH IS The City of Raleigh consents to the connection and extension of the CEty's Public Water System as shown on this plan. The material and construction methods used for this project shall conform to the standards and specifications of the City'sPublic BEEN DEVELOPED AND A CERTIFICATE OF OCCUPANCY HAS BEEN ISSUED. 7. TEMPORARILY SEED, STRAW AND TACK OR HYDROSEED WITHIN 14 DAYS OF ANY PHASE OF GRADING, INCLUDING SPREAD. utilities Handbook. City of Raleigh Public Utilities Department Permit# w-3848 SLOPES. SEED BASINS AND DITCHES IMMEDIATELY AFTER CONSTRUCTION. 6. AN EROSION PRECONSTRUCTION MEETING MUST BE HELD WITH THE TOWN OF WAKE FOREST 9. ALL SLOPES STEEPER THAN 3:1 AT MORE THAN 5 FEET IN VERTICAL HEIGHT SHALL BE The City of Raleigh consents to the connection to its public sewer system and extension of the private sewer collection PRIOR TO START OF ANY WORK, INCLUDING INSTALLATION OF EROSION CONTROL MEASURES, 8• PRIOR TO REMOVAL OF TEMPORARY MEASURES, TOWN MUST APPROVE REMOVAL. ALL AREAS ABOVE TEMPORARY STABILIZED WITH AN EROSION CONTROL BLANKET CONSISTING OF A DOUBLE POLYPROPYLENE system as shown on this plan. The material and constructions methods used for this project shall conform tothe standards DEMOLITION, CUTTING TREES, AND GRUBBING. CALL ENGINEERING AT (919) 435-9443 TO MEASURE MUST HAVE 85% GROUND COVER. NET WITH A STRAW -COCONUT FIBER MATRIX HAVING A MINIMUM LONGEVITY OF 24 MONTHS. and spec€ficationsoftheCity'sPublic Utilities Handbook. SET UP A MEETING. ALL PLANS MUST BE SIGNED AND COPIES RETURNED BACK TO THE 9. THE TOWN OF WAKE FOREST CONSTRUCTION INSPECTOR WILL EVALUATE THE SITE AT LEAST ONCE A MONTH. A City of Raleigh Public Utilities Department Permit# N/A TOWN 1 WEEK PRIOR TO PRECONSTRUCTION MEETING. COPY OF THE INSPECTION FORM WILL BE EMAILED TO THE FRO. THE WEEKLY EROSION LOG AND NPDES LOG MUST 7. THE OWNER, GENERAL CONTRACTOR, GRADING COMPANY, AND EROSION CONTROL INSTALLER BE ONSITE AND AVAILABLE FOR REVIEW. MUST BE PRESENT AT THE PRECONSTRUCTION MEETING. 10. IF THE SITE IS FOUND OUT OF COMPLIANCE A NOTICE OF VIOLATION WILL BE ISSUED GIVING THE CONTRACTOR/FRO 8. THE E&SC PERMIT WILL BE GIVEN OUT AT THIS MEETING. 7 WORKING DAYS TO REMEDY THE PROBLEM. IF THE SITUATION IS NOT RESOLVED WITHIN THE TIME PERIOD A FINE CITY OF RALEIGH- PLANS AUTHORIZED FOR CONSTRUCTION MAY BE ISSUED. Electronic Approval: This approval is being issued electronically. This approval is valid only upon the signature of a C tyof 11. IF SEDIMENT LEAVES THE SITE A FINE MAY BE ISSUED UP TO $5,000 PER DAY PER VIOLATION. IF SEDIMENT Raleigh Review Officer below. The City will retain a copy of the approved plans. Any work authorized by this approval must ENTERS A BUFFER, STREAM, OR WETLAND NCDWQ WILL BE NOTIFIED. THEY MAY ISSUE FINES UP TO $25,000 PER proceed in accordance with the plans kept on file with the City. This electronic approval may not be edited once issued. Any modification tothisapproval once issued will invalidate thisapproval. DAY PER VIOLATION. City of Raleigh Development Approval 12. CALL THE TOWN UPON COMPLETION FOR A FINAL EROSION INSPECTION. A PUNCHLIST MAY BE GENERATED ADDRESSING ANY REMAINING ITEMS. THERE MUST BE 85% GROUNDCOVER ON THE ENTIRE SITE PRIOR TO A Raleigh Water Review Officer CERTIFICATE OF OCCUPANCY. IF THE SITE IS FOUND TO BE IN COMPLIANCE AN EROSION CERTIFICATE OF COMPLETION WILL BE ISSUED. ColeJenest & Stone Shaping the Environment Realizing the Possibilities Land Planning + Landscape Architecture Civil Engineering Urban Design 131 t/z Wilmington Street, Suite 200 Raleigh, North Carolina 27601 p+9197191800f+9197191819 url+ www.colejeneststone.com STILES CORPORATION 300 W. SUMMIT AVE SUITE 230 CHARLOTTE, NC 28203 GROVE 98 PLANNED UNIT DEVELOPMENT 0 DR. CALVIN JONES HIGHWAY WAKE FOREST, NC SOIL EROSION PLAN OVERALLPLAN CJS Project No. 50436.00 Issued 05/03/2021 INFRASTRUCTURE CONSTRUCTION DOCUMENT PLAN SET Revised 06/21/2021 - RESPONSE TO Ti COMMENTS 08/06/2021 - RESPONSE TO Ti COMMENTS 09/10/2021 - RESPONSE TO Ti COMMENTS 10/15/2021 - RESPONSE TO Ti COMMENTS Pil O#%! oMF�L`r v :: oRP RqT•,. Q m SEAL \ F-1409 O C-596 =Q pTHCARC�.: �. = S 1 NEF'�' Hio� 10 15 2021 / / N SCALE: 1 "=100' 0 50, 100, 200' Cm300 The drawings, the project manual and the design shown theron are instruments of ColeJenest & Stone, P.A.. The reproduction or unauthorized use of the documents without consent of ColeJenest & Stone, P.A. is prohibited. ColeJenest & Stone, P.A. 2021