NCC242980_Site Plan or Location Map_20240925

GENERAL GRADING/EROSION CONTROL NOTES: PROPOSED ROOF LEADERS: STAGE II EROSION CONTROL SEQUENCE. VICINITY MAP-not to scale
1)DISTURBED AREA=1.37 ACRES. \ 1)INSTALL STORM DRAINAGE.PROTECT PARTIALLY INSTALLED DRAINAGE PIPE AT THE END
PROPOSED ROOF LEADERS-6"PVC @ 1%MIN.FALL.REFER \ \ OF EACH WORKING DAY AND INSTALL INLET PROTECTION ON INLETS AS THEY ARE
2)CONTRACTOR SHALL REVIEW AND BECOME FAMILIAR WITH THE GEOTECHNICAL RL TO ARCHITECTURAL PLANS(BY OTHERS)FOR EXACT \ COMPLETED.ONCE STORM DRAINAGE IS FULLY INSTALLED,FLUSHED,AND INSPECTED,
ENGINEERING REPORT PREPARED BY GEO-HYDRO ENGINEERS DATED OCTOBER 21,2022, DOWNSPOUT LOCATIONS-THOSE SHOWN ON THIS PLAN \ \ S CONNECT TO EXISTING INLET W55�8NeV
FOR REFERENCE ONLY.REFER TO DETAIL ON SHEET C-6,0, \ \
3)REFER TO GENERAL NOTES SHEETS(SHEET C-0.1 8 C-0.2)FOR MORE NOTES RELATED TO \ \ 2)BEGIN UTILITIES AND BUILDING CONSTRUCTION. g
GRADING AND EROSION CONTROL ACTIVITIES. \ \ - , SITE
1 3)FINE GRADE,INSTALL CURB AND GUTTER AND THEN STONE PARKING LOT.CHANGE INLET
STORM PIPE ALTERNATIVES \ PROTECTION FROM WIRE AND STONE INLET PROTECTION FOR INLETS COMPLETED IN�` \ AREAS WHERE CURB AND GUTTER AND ASPHALT HAVE BEEN INSTALLED TO SILT SACK -6
INLET PROTECTION.DUE TO LONG LEAD TIMES IN SOME AREAS ON RCP STORM PIPES-DOUBLE WALL APPROX.LOCATION .. 74
HOPE(AASHTO M252/M294 PIPE BY LANE)IS AN ACCEPTABLE ALTERNATIVE, EXISTING CANOPY ._`_ \ \ 4)ONCE NEW DRIVEWAY ENTRANCE IS CONSTRUCTED,RELOCATE CONSTRUCTION IONWATER TIGHT JOINTS AND PROPER INSTALLATION(BEDDING AND HAUNCHING) m=\ ENTRANCE IF NECESSARY;COORDINATE RELOCATION AND/OR REMOVAL WITH EROSION
REQUIRED FOR USE OF ALTERNATIVE PIPE.ASTM D2321 SPECIFIES THE PROPER CONTROL INSPECTOR. 4000i
g'RF -,s\
INSTALLATION.NCDOT STONE SCREENINGS(NCDOT CLASS IL TYPE 1) S\1 \ 5)PERMANENT SEED ALL REMAINING AREAS.SEE LANDSCAPING PLANS FOR DETAILS FOR Q�
COMPACTED TO 95%STANDARD PROCTOR DENSITY MEETS REQUIREMENTS FOR • O'I \ \I w a�
BEDDING AND HAUNCHING.CONTRACTOR TO MAKE BOTH ENGINEER AND '\ \ PERMANENT VEGETATION.
se SEALS:
CONSTRUCTION MANAGER AWARE OF THEIR INTENT TO USE RCP PIPE • 6)CONTINUE TO MAINTAIN EROSION CONTROL MEASURES UNTIL VEGETATIVE COVER HAS F
ALTERNATIVE AND PROVIDE PRODUCT INFORMATION FOR REVIEW/APPROVAL, IEX.HYDRANT BEEN ESTABLISHED OVER ALL DISTURBED AREAS AND SITE HAS BEEN STABILIZED.
CONFIRM FEASIBILITY WITH REQUIRED COVER PER MANUFACTURER \�.\ �`P\ I\ q REMOVE EROSION CONTROL MEASURES ONLY AFTER FINAL INSPECTION AND APPROVAL
SPECIFICATIONS PRIOR TO USE OF ALTERNATIVE PIPE. S' \ BY INSPECTOR.
\ \ '• \ 7/CONTACT CITY OF JACKSONVILLE EROSION CONTROL INSPECTOR FOR - NCBEES C:0:T.NO.:C-1347
CLOSEOUT/TERMINATION INSPECTION ONCE SITE IS PERMANENTLY STABILIZED AND ALL SOD PREPARATION: •"•" R,„"
\ \ \ EROSION CONTROL MEASURES ARE REMOVED.REMOVEALL REMAINING DEVICES •••`,\H O[ �'..�
FOLLOWING APPROVAL FROM L4ND QUALITY SPECIALIST .`P
\ 1,REMOVE UNDESIRABLE GROUND COVERS INCLUDING ANY TEMP.SEEDING. =O OR a 104,'L'P
8)FILE AN ELECTRONIC NOTICE OF TERMINATION)E-NOI)AFTERA CLOSE OUT INSPECTION 2.RIP THE AREA TO BE SODDED TOAMINIMUM DEPTH OF4-B". 4 '�
APPROX.S.LAYOUT (41 \ ®' REPORT HAS BEEN ISSUED BY THE DEQ LAND QUALITY SPECIALIST. 3.REMOVE ALL LOOSE ROCKS,ROOTS,ETC.LEAVING SURFACE - S L -
EXISTING CIRCLE K \ C. SMOOTH AND UNIFORM.
• INSPECT AND REPAIR ALL EROSION AND SEDIMENT CONTROL DEVICES ON A WEEKLY 4.PREPARE SOD BASE PER A.A.N.STANDARDS. 3g'
lit
/ GQ1 \ BASIS AND INSPECT AND REPAIR IMMEDIATELY FOLLOWING ANY RAINFALL.REPAIR/ S.APPLY SODB/MMEDIATELY STAKE/FLAG OFF ALL NEW LAWN AREAS 09-093829 ,
\ \ REPLACE ALL DETERIORATED MATERIALS. FROM PEDESTRIAN AND VEHICLES FOR THREE(3)WEEKS. PA, 0�ti \
6.IRRIGATE SODDED AREAS FOR THE THREE WEEK PERIOD. '. CH G 1 N.E �J..
\ ydl?' PROVIDE GROUND COVER ON EXPOSED SLOPES WITHIN 14 CALENDAR DAYS.FOLLOWING ',q R D L•
-STJB#10 EX.LATCH BASIN \ f'�., \ COMPLETION OF ANY PHASE OF GRADING.G.C.TO FOLLOW THE NPDES GENERAL PERMIT ,,,1,,1
RIM=47.69 TOP:49,05 NA \ !j \ FOR CONSTRUCTION ACTIVITIES(NCG010000)WHEN DETERMINING STABILIZATION PERMANENT SOD:
JAX STD DET 634.01 SEE SHEET G6.2 INV.:44.37 IN 40 •. O�A SCHEDULE
INV.:44.250UT _ 0 ALL UNPAVED DISTURBED AREAS(OR LAWN TO BE RE-ESTABLISHED\ INV IN=43.30(STJB#11) � �`.! SILTSAGKINET z1 \\ qy \ )
INV OUT \\ �\V - ' • ' CONTRACTOR TO MUCK-OUT LOW AREAS PRIOR TO PLACING NEW PAVEMENT-TYP.
\ i 1 PROTECTION , ®®® "� .: \ G� OUTSIDE PLANTING BED TO BE SODDED W/AN EVEN MIXTURE OF KENTUCY
\\ 2 LF 18" DETAIL SFR.C6.1 � • V
31,OR APPROVED EQUAL FOR REGION SO AS TO EASPRODUCEAREAS K FIRM
RCP '\ C1N THE PROPERTY OWNER IS RESPONSIBLE FOR MAINTENANCE OF PERMANENT GROUND STAND OF GRASS.DO NOT FERTILIZE SODDED AREAS.ALL AREAS TO BE
�- .A COVER AFTER SITE DEVELOPMENT SODDED TO HAVE APPROPRIATE SOIL PREPERATIONS,SEE
\ @ 0.50% / 9SILT FENCEi•'�= ` ' \ SPECIFICATIONS SOD SHALL BE OF GOOD 8 HEALTHY COLOR WHEN
\ Ex CATCH BASIN T DETAIL,SHf.CB. \ w • CONTRACTOR IS RESPONSIBLE FOR STABILIZATION OF ALL EXPOSED GRADES WITHIN I4 DELIVERED SOD SHALL BE HARVESTED&DELIVERED W/INAPERIOD OF 38
TOP:47 5] ` \ O /\ WORKING DAYS. HOURS OR PRECAUTIONS MUST BE TAKEN TO PREVENT SOD FROM DRYING
„ C
\ w .. V .34 OUT EX.YARD INLET OUT WHILE IN TRANSIT.
p / O
�. d / P EDP 48 B6 BASIN ✓.\. • •� / i
% \
\ -3 THROAT: 46.49 EX CATCH BASIN �e pG HP 48.5 V: CH BAT (� /
RGP fx, INV.. 63441N OP.47.88 �` '.\,''a \ / \ A EROSION CONTROL MAINTENANCE PLAN:
a`R INV 4343 OUT INV 43.671N NE . . .�
\ \t �•.46�/ ` CP I INV 43.fi31N SE SG 48.5 / 349�1
/ -, INV:63.82 OUT 19.16 ) \ I `. •/�• 1. INSPECT ALLSEDIMENTA;ION8EROSION CONTROL DEVICESFORSTABILITY L1/1�11y�1/�1
el
rl\j y F-Y 1 i -'- 49 LF 15"RCP CLS IV / \: \ \ ANDFUNCTION EACH WEEKAND FOLLOWING EACH RAINFALL EVENT S I 1 1 1 1 1 1•� \,-' \ _ \_ \ C LgNDSCqPE ARCHITECTURE
EX.CATCH 47 ROP / @0.51/0 43 / / �C ,SRP CIVIL ENGINEERING
' I Alj y I -/' 2. REMOVE ALL SILT/SEDIMENT FROM TEMPORARY TRAPS WHEN ACCUMULATED
TOP:d]69`` LAND PLANNING
INV.:43.24114 sG dB SG 48.] 1•S1\, ` VOLUME HAS REACHED 50%OF CAPACITY
INV.:43.19 OI�R \ TC 348.• ' 92• - ►� " OIN ENGINEERING
6 REET,SUITE 200
\ SILTSACKINET / a \ 3. REMOVE ACCUMULATED SILT/SEDIMENT FROM BEHIND TEMPORARY WINSTON-$ALEM,NC 27101
•' Al LF 15"RCP@0.50"� CB il9 C Ex.GRATI INLET SEDIMENT FENCE WHEN DEPTH EXCEEDS APPROXIMATELY05'REPAIR AND
2:1 SLOPE P:336.723.1067
\ DEENL,SFR.C8.1 �� i,, TC 49.19 "Y' A 80D TC48.36 TOP:47.96
REPLACE SILT FENCE AS NECESSARY
y. �� ♦ 3.1 SLOPE \ wwwstimmelpa.com
\ '� INV OUT=45.26� INV.:43.8]OUT
\ .' \ ` SEEDED \ 4. SEED AND STABILIZE TEMPORARY DIVERSION BERMS IMMEDIATELY AFTER
\\ \ 98 LF 18"RCP @ 0.50% -p ` ,. \ CONSTRUCTION INCLUDING'CLEAN"WATER DIVERSION BERMS RE-GRADE/
0q � \�� CB#8 \ REPAIR BERMS AS REQUIRED, PROJECT'
\ EX.CATCH BASIN STA-."V/ �' TC d8.51 \
\.' TOP:48.00 ('_ .Y �� INV IN=44.89(CB#9) ,A \ 5 CONTRACTOR SHALL INSPECTIONS IN
ONSITE INSPECTOR AND MAINTAIN
48 I p'•:.23 INV OUT=44.85 I RECORDS OF INSPECTIONS IN ACCORDANCE WITH THE PROVISIONS OF THE
INV.:43.911N CB 49.00 i, O� •\ �. TC d9. �£
R.$ INV.:63 8]OUT Q @ GENERAL NPDES STORMWATER DISCHARGE PERMIT,IF REQUIRED,FOR
\V ,��_ /15 R(' 1 TC 49.24 \ I \ CONSTRUCTION ACTIVITIES
29 LF 15"RCP @ 0.50% 2F CB#7
' \ -BI
•% -47. TC44.81 / TC=46.79 111*._ \�' \ e EVERYSEVEN(7)DAYS AND WITHIN ALL SEDIMENT AND EROSION OHOURS AFTER EACH RAINFA L DEVICES SHALL BE D/ INV IN=44.60(CB#8) GS 4080-tiOCCURRENCETHATEXCEEDSONE-
\\ ' ' ^ -, 1 ,�j _ \ 1 HALF(0 5i INCH,TI SITE E EFFECTIVELY,
INSPECTIONS
\ ' / / \ INV OUT=44.56 IDENTIFY&MPS THAT ARE DAMAGED A NOT OPERATING EFFECTIVELY,
\ CB4.13 SG \ MAINTENANCE MUST BE PERFORMED AS SOON AS PRACTICABLE OR AS Q
TC-4720 CB# / 68.67 +TC 481 ' \ \ REASONABLY POSSIBLE AND BEFORE THE NEXT STORM EVENT WHENEVER <
INV OUT �- TC 48.93 _ �l
`' •TC 47.5: %f.80 CB#1 TC 48.B3 RL INV.:345.85 , PRACTICABLE �,
27 LF 14"X23" \• . '41 1 + TC-4760 ( ) SG 40.89 SG \ \ \ \ \ �/ z
INV IN-4420 CB#7
TC INV IN 44zo(cBm) 49 �� TC \ I IMPERVIOUS CALCULATIONS: •N
ELLIPTICAL RCP G40.97 1 TC ds. 40s7 •> U
I _ R[ INV OUT .20( \� = w
• 45 G48.86 RL INV.:345.23 \
STJB.1 ...._I_,
, ANDGR VE.NLI \ 3:1 SLOPE J
SEEDED ``
RIM 46.71 ` ., ) TC 47.90 PALIGRAVELI TC 4964 -\ 4902 T, \ \ z J
JAX STD DET 634,01 SEE SHEET C-6.2 • // i A' PR0TEC00N R( ,' \ \
TC 47.90 DETAIL SHE C87 EXISTING IMPERVIOUS CALCULATIONS.
INV IN=4383(CB#12) ,' .t�/ ��'\ \ / d9.29 •
INV OUT 3(CB#12) ` �� ��j� - \ \ TC 49.8d98 \\ 1 • `.. ( BUILDING. 0.000 ac 00.00% •1■■� /
J 'SG4646� TC d].50 �,TC 4B44 - 48.5 ® 49 SG d9.T, \\\ \ \ \ ` \ PAVEMENT z
i SG 49.76 14,9 \' OPENPACE: 0 000 ac 00.00%
` ".�\ i SG 48.80 , 548.74 , R[ TC 49,62 \ m 0
_ G4988 SG 49.] \ \
TOTAL SITE: 1062 ac f00.0%
,ETC d8.60 •
3 LF 14'X 23' fi.„-
/ C 48.68 G 49.76 \ \ \ TOTAL IMPERVIOUS, 0,000 ac. 00.00% (nELLIPITICAL RCP •-♦_..___
/ TC 5o.1 \ Y-o • PROPOSED SG 49.ef�\ TC 69.69 PROPOSED IMPERVIOUSCALCULATIONS: //�@0.67% SG 46.90 f, TC 492 \,
'T 8..5 S $isCuitvillB G49.38 c=U \\ \ BUILDING. O.OB7e. 08.31% HI U
I , 8 7 S F �t G 49.27 ,� \ \ \ I OPEN SPACE: 0.37E ea 29.76% ^ Q7
TC•7.97 N 4 o PAVEMENT. 0.679 au 63 93% •
\' 2,872 SF+/- IFS
TC 48.49 SG 49.]. 1 \ \ TOTAL SITE: 1.062 ec. 100.0%
CB#12 ` a‘ TC 48,94 FFE:49.88 `
TC=46.51 / TOTAL IMPERVIOUS 0.746 ac 70,24%
\• l off sc4s.76 l� TC 49.7 3:1 SLOPE 5
INV IN=43.89(CB#14) 1L I ,I RL INV.:347.35 AT TC 49.'1 \C�� SEEDED SO` \\ \ I\ Nofe In atldifion fo the0746 ac o/bu,#upon area on ME° N
INV IN=43.89(CB#13) C
%
I CONNECTION TO � \� \ �' � \ the subject parcel,there,s 5e oIOnadditional0 134 ac
SG 47.00 ( SG 49.64 i\/\ > \ o/bui#upon area m the extension of the private mad
INV OUT=43.85 y BUILDING(TVP.)
CB#2 Td 48.4 �,,, '.76 SG 490 C50,3 \ , 1,,.,.
TC 48,38 TC 40. / �V• 0
N �• \ INV IN 4484(CB iq) I\. t
G 69.:. ' NDS#19 49 \ I \INV OUT=44.60 \� C�85_ fie, RIM-4a as • PROPOSED ROOF LEADERS:
\. SG 49,7: ✓�\� NYLOPLAST IS DRAIN BASIN W/SOLID COVER p`O\ .,p IwTO 4a `\� sG a9.7. IlL' T);°s.7fi \ PROPOSED ROOF LEADERS-6"PVC @ 1%MIN.FALL.
G47.o0 d\. > TC 497, \ RL REFER TO ARCHITECTURAL PLANS OTHERS) R CLIENT:
:C 49.50
%� NS(BY RS)FO
A. • \\ TD C47 8989 - :C 49.40 2:1 SLOPE J`\\\\\O \ EXACT DOWNSPOUT LOCATIONS-THOSE SHOWN ON THIS
\ Us TC496 �- RIMH4864 / \, l��•� "?- • \ BISCUITVILLE
/ - INV OUT-44.50 'ad].BB �� - SG as.t4 ��� SOD PLAN FOR REFERENCE ONLY.REFER TO DETAIL ON
` A PO TL 49 E ♦ SHEET C-6.0
SG d9.28 INV IN 1414 YANCEYVILLE ST.
SG 47.74 \ ` q, G49.16 INV IN-4578(NDS#19) / CO•- p841 A6
TC CB7 89 , �� + INV our 4s.z7 OC- - # .
"" :° GRADING/EROSION CONTROL LEGEND: ITE300 NC 27405
i� \ SUITE 300
TC 48.20 TC 49.13 STMH#g / \I \
INV IN=44.35(CB#16) N1-.../
, , ` TC 40.04�` / TC 48 \ 17 LF 15 RCP ,„.../
49 / O EX. GREENSBORO,
\ 27 LF 18"RCP 25 LF 15"RCP CLS IV 4% / PROPOSED SPOT ELEVATION
INV 44.35 4.31#15) ` ° SG 483 @1.00% /� \ �L
INV OUT=44.31 \- @0.56% YS � @052/0 - �Tc 91415 \8G:91415\ sc a7 as ` 1 ." \ ��ROP or cuR9 ELEVAT oro ••`ISPaTGaArvE ELEYAT DN>� \ FL 91475o, .. I HEXaTNDEEA ory ,FLUSH CURB ELEVATION)
`\ - SG47.68 CB#3`� I` ,/� , \\ 91475 I NaHEOFLOORELEVATION) JAL,
SILT FENCE-A• 41 FFE
_`IFAT 1 DRAWN' AHB,JKB
11
\` • ! SG 46.o0-,. DB# 4a ` ♦ \„,::.
�. p�� • SODLOPE @ DETAIL S ,Gen \\ C- APPROX.LAYOUT ® PROPOSED CONTOUR DATE' 03/16/24
Dry AL
\ ��\, TC 40.8 ',«?�-- _ "- REVISIONS:
\` `, INV IN=44.64(CB#4 C� O° /.T �•�/ � .:r'4883 -PINE / \ W \ \ \ DRAINAGE SLOPE ARROW 1 OB-OF24 ROUND REVIEW COMMENTS
\ INV OUT=44.81 TC 48 fi0 ` • %%C-
\ TC 48.3 \/ • / INV OUT=45.48 O -RL- PROPOSED ROOF LEADER 3
\" / ` \\ll f,. a OB-1424 R EROSION REVIEW COMMENTS
74 LF 18"RCP @ 0.50% • IA
,I SG 68.23 %/" \'b' / / ZG \ \ T TEMP.
ONS Rry CTIONdENTRANCE 09.0&24 CONTROL COMMENTS
\ - � !) 51 LF 15"RCP CLS IV \ RE
\ °' SG 47.8: HARDWARECLOTH
N N• $ TC d8.•1 l� 1 @0.51% ANDGRAVEL INLET
REFER FENCE
DETu
\ - SG gm PROTECTION(fYP., �- DETAIL ON sneer ca,l
\ �� ' CB OEfNL,SFR.C8.1 _ _ _
\ �\' TC=46.29 SG \ �. SILT FENCE OUTLET ca JOB.NO: 21-125
\` •INV IN=45.01(STMH il5) REFER TO DETAIL ON SHEET
\ G46 oo �� INv Dui=4as7 \ \ ® TEMPORARY ENWLaETPROTECTION SHEET TITLE:
2:1 SLOPE \V\ V� yl
SOD \ ` 1y 14 0o> #17 / O \ LIMITS OF DISTURBANCE(DENUDED LIMITS) GRADING/
.\. � INV OUT=44.91 sGSTAGE II
StRJNO UTILITY PR TOR \ 3:18LOPE
\\ STORM DRAINAGE CALCULATIONS: EROSION
GO�O�O ecrMOrO TC De#16 SEEDED Q
SEE SHEET C-6.2 FOR STORM
c,a��PE �9°e INV IN=44.76(CB#17) - -47 , STRUCTURE&PIPE SCHEDULES OZG\ REFER TO SHEET C-6.2 FOR STORM PIPE AND STORM CONTROL PLAN
c3[,,d
INv our=44.72 / 27 LF 18^RCP @.056%I \ STRUCTURE SCHEDULES. . SCALE: AS NOTED
�� / PRE-CONSTRUCTION MEETING NOTES:
_`�� / / CONTRACTOR TO SCHEDULE A PRE-CONSTRUCTION / 20 0 20 40 60 SHEET NO.:
_`` MEETING WITH THE CITY OF JACKSONVILLE NC
/ PRIOR TO ANY SITE ACTIVITY CONTACT ANDY . BASE MAP INFORMATION FROM SURVEY BY REGIONAL LAND
i / BOURLAND AT(910)358-3665. SURVEYORS,INC.OF GREENSBORO,NORTH CAROLINA ■
BEFORE YOU DIG /
CALL 811 N.L.ONE-CALL CENTER � North DATED JANUARY 30,2023-LAST REVISED JUNE 13,2023
IT'S THE 044SCALE:1"=20' ©STIMMEL ASSOCIATES,P.A,