NCC232584_Site Plan or Location Map_20230829

STAGE II EROSION CONTROL SEQUENCE: GENERAL GRADING/EROSION CONTROL NOTES: SOD PREPARATION: VICINITY MAP-not to scale
I)INSTALL STORM DRAINAGE AND STORM WA TER MANAGEMENT SYSTEMS PROTECT 1 1)DISTURBED AREA 1.07 ACRES. 1.REMOVE UNDESIRABLE GROUND COVERS INCLUDING ANY TEMP.SEEDING.
, PARTIALLY INSTALLED DRAINAGE PIPE AT THE END OF EACH WORKING DAY AND INSTALL 2.RIP THE AREA TO BE SODDED TO A MINIMUM DEPTH OF 4-6". /). UP
, INLET PROTECTION ON INLETS AS THEY ARE COMPLETED.ENSURE BAYFILTER SYSTEM IS 2)CONTRACTOR SHALL REVIEW AND BECOME FAMILIAR WITH THE GEOTECHNICAL 3 REMOVE ALL LOOSE ROCKS,ROOTS,ETC.LEAVING SURFACE Os
PLUGGED AND OFFLINE UNTIL THE SITE IS PERMANENTLY STABILIZED.ONCE ENGINEERING REPORT PREPARED BY GEO-HYDRO ENGINEERS DATED OCTOBER I SMOOTH AND UNIFORM. / 4
STORMWATER MANAGEMENT SYSTEM IS FULLY ONLINE,FLUSHED,AND INSPECTED, 25,2022. 4 PREPARE SOD BASE PER A.A.N.STANDARDS. OO
CONNECT TO EXISTING DROP GRATE(CONVERTED TO MANHOLE). 5.APPLY SOD&IMMEDIATELYSTAKE/FLAG OFF ALL NEW LAWN AREAS St i m m el
A - 3)REFER TO GENERAL NOTES SHEETS(SHEET C-0.1&C-0.2)FOR MORE NOTES FROM PEDESTRIAN AND VEHICLES FOR THREE(3)WEEKS. o'' �t
2)BEGIN UTILITIES AND BUILDING CONSTRUCTION. RELATED TO GRADING AND EROSION CONTROL ACTIVITIES. 6.IRRIGATE SODDED AREAS FOR THE THREE WEEK PERIOD.
3)FINE GRADE,INSTALL CURB AND GUTTER AND THEN STONE PARKING LOT CHANGE INLET `I' 72
LANDSCAPE NITECTURE
s
J plCIVIL ENGINEERING
PROTECTION FROM ECURBARE AND STONE INLET PROTECTION FOR INLETS COMPLETED IN PROPOSED ROOF LEADERS: PERMANENT SOD: O' �y QR�" LAND PLANNING
AREAS WHERE CURB AND GUTTER AND ASPHALT HAVE BEEN INSTALLED TO SILT SACK ,0 SITE f
INLET PROTECTION. 7 c 601 N STREET,SUITE 200
ALL UNPAVED DISTURBED AREAS(OR LAWN TO BE RE-ESTABLISHED) O�1,J 601 N.TRADE
.TN-SALE NC SUITE
4)ONCE NEW DRIVEWAY ENTRANCE IS CONSTRUCTED,RELOCATE CONSTRUCTION PROPOSED ROOF LEADERS-6"PVC @ 1%MIN.FALL. OUTSIDE PLANTING BED TO BE SODDED W/AN EVEN MIXTURE OF KENTUCY
27101
ENTRANCE IF NECESSARY COORDINATE RELOCATION AND/OR REMOVAL WITH EROSION REFER TO ARCHITECTURAL PLANS(BY OTHERS)FOR 31,OR APPROVED EQUAL FOR REGION,SO AS TO PRODUCE A THICK,FIRM EX.MI-IS TOP 1114.05 P:336.723.1067 F.336.723.1069
CONTROL INSPECTOR. RL EXACT DOWNSPOUT LOCATIONS-THOSE SHOWN ON THIS STAND OF GRASS.DO NOT FERTILIZE SODDED AREAS.ALL AREAS TO BE INV IN(W)1109.85 / www.stlmmelpa.com
PLAN FOR REFERENCE ONLY.REFER TO DETAIL ON SODDED TO HAVE APPROPRIATE SOIL PREPERATIONS,SEE INV OUT 1109.65 ii, 1 s
5)PERMANENT SEED ALL REMAINING AREAS.SEE LANDSCAPING PLANS FOR DETAILS FOR SPECIFICATIONS.SOD SHALL BE OF GOOD&HEALTHY COLOR WHEN O SEALS:
SHEET C-6. qq
PERMANENT VEGETATION. DELIVERED.SOD SHALL BE HARVESTED 8 DELIVERED W/IN A PERIOD OF 36 EX.CB TOP 1114.30 /ys
HOURS OR PRECAUTIONS MUST BE TAKEN TO PREVENT SOD FROM DRYING INV IN(W)1110.85 J / s'"s
6)CONTINUE TO MAINTAIN EROSION CONTROL MEASURES UNTIL VEGETATIVE COVER HAS STORM PIPE ALTERNATIVES OUT WHILE IN TRANSIT INV OUT1110.15 Off' ' (0, 1'
BEEN ESTABLISHED OVER ALL DISTURBED AREAS AND SITE HAS BEEN STABILIZED. 'O� NCBEES CERT.NO.:C-1347
REMOVE EROSION CONTROL MEASURES ONLY AFTER FINAL INSPECTION AND APPROVAL AIDUE TO LONG LEAD TIMES IN SOME AREAS ON RCP STORM PIPES-DOUBLE
BY INSPECTOR. \ NJ \I 11/
WALL HOPE(E. ATE PIPE PROPER AIN ACCEPTABLE INSTALLATION
N O lg.`:' DROP INLET NOTES: O`\\\ ,A" ///'
7)CONTACT NCDEQ LAND QUALITY SPECIALIST FOR CLOSEOUT/TERMINATION INSPECTION ALTERNATIVE.WATER TIGHT JOINTS AND PROPER (BEDDINGINSTALLATION N `� O i,
ONCE SITE IS PERMANENTLY STABILIZED AND ALL EROSION CONTROL MEASURES ARE AND HAUNCH/NG)REQUIRED FOR USE OF ALTERNATIVE PIPE.ASTM D2321 \ ONJ �\ /O'<X'L�i
REMOVED.REMOVE ALL REMAINING DEVICES FOLLOWING APPROVAL FROM LAND SPECIFIES THE PROPER INSTALLATION.NCDOT STONE SCREENINGS(NCDOT S' S FOR ALL NCDOT 840.14 DROP INLETS,CONTRACTOR TO ENSURE 2
QUALITY SPECIALIST CONTACT PHONE NUMBER IS(828)2964500. CLASS II,TYPE i COMPACTED TO 95%STANDARD PROCTOR DENSITY MEETS S CONCRETE COLLAR IS CONSTRUCTED AROUND GRATE WITH MINIMUM - .a E
J EX.CB TOP 1115.87 \ r.
S F.REQUIREMENTS FOR BEDDING AND HAUNCH/NG.CONTRACTOR TO MAKE N 4500 PSI STRENGTH. 051253
8)FILE AN ELECTRONIC NOTICE OF TERMINATION(E-NO'r)AFTERA CLOSE OUT INSPECTION BOTH ENGINEER AND CONSTRUCTION MANAGER AWARE OF THEIR INTENT N -EX.CB TOP 1125.04 O $ S �� oeny2oz3 '_�
REPORT HAS BEEN ISSUED BY THE DEQ LAND QUALITY SPECIALIST. TO USE RCP PIPE ALTERNATIVE AND PROVIDE PRODUCT INFORMATION FOR INV IN 1122.04 NJ GC' $$ , 8 ONJ j '1'GINEEQ,• P�
' INSPECT AND REPAIR ALL EROSION AND SEDIMENT CONTROL DEVICES ONAWEEKLY REVIEW/APPROVAL.CONFIRM FEASIBILITY WITH REQUIRED COVER PER \ EX.CB TOP1127.03 INV IN(W)1121.49 O,S9L� _�� '> / EROSION CONTROL MAINTENANCE PLAN: ',No•• •oO,3
MANUFACTURER SPECIFICATIONS PRIOR TO USE OF ALTERNATIVE PIPE. INV IN(W)1,23.73 INV OUT 1121.14 - O \O+ J Y/ FR�H.5 \
BASISLANDALL DETERIORATED
REPAIR IMMEDIATELY FOLLOWING ANY RAINFALL.REPAIR/ N J/ , SS,O,,o 01'` ///IIIIIII\\\\
REPLACE ALL DETERIORATED MATERIALS. N INV OUT 1123.63 Y\ C d \ J 1. INSPECT ALL SEDIMENTATION&EROSION CONTROL DEVICES FOR STABILITY
//,P / / `ON AND FUNCTION EACH WEEK AND FOLLOWING EACH RAINFALL EVENT.
PROVIDE GROUND COVER ON EXPOSED SLOPES WITHIN/4 CALENDAR DAYS.FOLLOWING \ 9 my/
COMPLETION OF ANY PHASE OF GRADING.G.C.TO FOLLOW THE NPDES GENERAL PERMITE S'I J S
EXISTING HYDRANT 0 $ \ , '�� ON S 2. REMOVE ACCUMULATED DEPTH EXCEEDS APPROXIMATELY 0.5'REPAIR AND
SCHEDULE. N F ( J/� �S / ..54 • • REPLACE SILT FENCE AS NECESSARY.
\�t /�r EX.GI TOP 1112.98
j;,/ SLTS4q(NLET :••' ` '
` CONTRACTOR TO MUCK-OUT LOW AREAS PRIOR TO PLACING NEW PAVEMENT-TYP. \WO \ �G�I�I_ $ P 1'AL'SFN ,� 'all;4\ INV IN(SW)1110.81 3. CONTRACTOR SHALL APPOINT AN ONSITE INSPECTOR AND MAINTAIN
\ (\\W_, �1�� s'l DErAL,SHr.cu \ 4 PROJECT:
THE PROPERTY OWNER IS RESPONSIBLE FOR MAINTENANCE OF PERMANENT GROUND EX.CB TOP 1130.29 'c q "� I� INV OUT 1110.26 4 RECORDS OF INSPECTIONS IN ACCORDANCE WITH THE PROVISIONS OF THE
COVER AFTER SITE DEVELOPMENT. \ / . INV us,,,,
GENERAL NPDESSTORMWATER DISCHARGE PERMIT,IF REQUIRED,FOR
INV OUT 1127.94 _ N \/�' , ; E�, / / \ �. O O\' FOM' \\ 1 .....
CONSTRUCTION ACTIVITIES
' CONTRACTOR IS RESPONSIBLE FOR STABILIZATION OF ALL EXPOSED GRADES WITHIN 14 �� ��A� Y`'t- I - �/ \ ^ l G >S^ A- 4. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED
WORKING DAYS. EX.MHS TOP 1129.50 / •6INI 'I IN V.N a /1 �MAN/TEE#1 �` C� ��� ,♦�
INV IN(W)1123.40 \ S EVERY SEVEN(7)DAYS AND WITHIN 24 HOURS AFTER EACH RAINFALL
INV IN(N)1124.35 _Y-�� AND ACCESS EASEMENT,10 1 CDDT890S2 SG150BN ER03• ��11 i
OFF-SITE BORROW: INV OUT 11z3.3o / �� 11,11 ,� M:11 ICON RO MATDNG \ al �� 15"RCP \ IDENTIFY
BMPS THAT
H TARE ONE-HALFR(OT)IPERA IF SITEINSPECTIONS
. NV.IN:111531 "'•\ 'I• EX. IDENTIFY THATARE DAMAGED OR NOT OPERATING EFFECTIVELY
l F �N / DETAIL,SHT.C6.1 ,tic,_-- S MAINTENANCE MUST BE PERFORMED AS SOON AS PRACTICABLE OR AS
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ANY OFF-SITE BORROW AND/OR WASTE REQUIRED FOR THE PROJECT MUST COME FROM A •N yJ C t 0"OHO/\� �� , ,PROPOSED ADS UNDERGROUND \ REASONABLY PoSSIBLEAND BEFORE THE NEXT STORM EVENT WHENEVER
SITE WITH AN APPROVED EROSION CONTROL PLAN,A SITE REGULATED UNDER THE MINING / ,`G .�f TORMWATER DETENTION AND PRACTICABLE
.
ACT OF 1971,OR A LANDFILL REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT NJ G° \ 41110110,:So
1 �j, _ �•,1�?�__ • "�.. 6', .'AYFILTER SYSTEM SEE SHEET C-5.0TRASH OR DEBRIS FROM DEMOLITION ACTIVITIES OR GENERATED BY ANY ACTIVITIES ON O v` L �' y`��_- Imo•^ ) /�
SITE MUST BE DISPOSED OF AT FACILITY REGULATED BY THE DIVISION OF SOLID WASTE VP. %Ye'°C' '�� \ liii ��� 11, to CONVERT TOP TO NCDOT
MANAGEMENT OR PER DIVISION OF SOLID WASTE MANAGEMENT OR DIVISION OF WATER •CP Q I ) I , 'j1111Y11i1�77_-►���.• �i 0.52,840.53 AND RAISE IMPERVIOUS CALCULATIONS: N
RESOURCES RULES AND REGULATIONS. P O� P` le / ��• 1 �141r`(N►' \� v � RIM LEVATION TO 1121.SCCO
v5 Ir gA.E ° irE I��pr A d �'�A'� - of I 1
�� , \ I 0 EXISTING IMPERVIOUS CALCULATIONS:
��/�.N CATCH BASINiRi BUILDING. 0.000 ac. 00.00%
� ' SS\ I •1124 .� \ \I ) (,,v'L1 / ( (�1����t� ,� \\ 1 I,1p• 1 Q OPEN SPACE:73 PAVEMENT: 01.39f ac. 89.45% ^�
5 / I I �INV.I W 1719 a I �` III�II�I I': . I 1 1 1 I o 1 TOTAL SITE: 1.555 ac. f00.0% j
/ .N ° NV.II'ISi 1,1572 1 ���/// 1 TOTAL IMPERVIOUS: 0.164 ac. 10.55%
S I INtf#7 s ,�\ �111� I \,,
N O PROPOSED IMPERVIOUS CALCULATIONS:
l/I ° ( ; 89014 `_-I-�f!�, 6 I \..
I I 1 G BUILDING: 0.067 ac. 04.31% Q \J\ [-$iI / / /.: GRATE.1124.ID ' .�I '4 .` �� I I 1�. - r Z
PAVEMENT. 0.721 ac. 46.37% \IM/ATE:1124E ► / P, 70m1 //• • $ >>,p W..N(61:112= �ly ' rW y� t'YL4 I I- -88 LF 15'RCP C 1.0% t� OPEN SPACE: 0.767 ac. 49.32% LJs , ( TOTAL SITE: 7.555 ac. 700.0% '7'-
NN • ° / NVourn,56a/ / �► y y • CO
, • X$//\\ Y /-1,J`�,��',�,^ >'mo 7-''‘
/�/ ' /m' / ` IV, l•!� TOTAL IMPERVIOUS: 0.788 ac. - 50.68
\YQ .• �/ / 9 �j/�i 4 v'`- /// �� � ^ I . �'� I \ '1 I 1■ •TCH Bv^INp5 Q U O
>>9> / /' v / ' eq(1.o2 NET INCREASE OF IMPERVIOUS:0.624 AC-40.13%
0
EX.MHS TOP 115060 N S \ 63 LF15"RCP@1.0Y. 6 a - �• > I INVIN.1116.92 G
N A • Q. . �> d / / \12 N.-
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INV IN(s)11as.10 g� R //nnDq sore r I U J
INV IN(N)114570 • 1125 - �/ '�` k,t,
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INV OUT 1145.57 N+ I r'4�' j //�/ iII,N.N:1,a1.os ' 11a5 "�%t \ „zap�`�1� 4......`•� 1 "'I 1 SPECIAL CONDITIONS NOTES:j >� /////� // /// j / / 9,-� a a�/./' RLINV.3,120 85 I7 � a j���`� v» - rr% . I ) ALL PROPOSED CURB HEIGHTS ARE STANDARD 6"HEIGHT �/�
\ / / / ^ _ 2y ���/ I•• UNLESS OTHERWISE NOTED ANY CURB HEIGHTS W
\ \>> //// / /\ -. r�> , r a e - % '� / �- dik,� I )I �A DESIGNATED BY THIS SPECIAL CONDITIONS KEYNOTE ARE O
I Al IIII / / / / j / / a W` Q j°` \\.\ I I I I SILTFBNCE 4"CURB HEIGHT TO ALLOW FOR BETTER DRAINAGE IN J
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\ I \ l //// ////// //// //// ^^ \ 2 872 SF+/ / ��� I�v� \ )` 77 LF 15"RCP C to... `OOP OF cUae ELEvanoNl ELEV�``(sPor cRnOE ELEvanON1
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a / // l ll / ll l/ l 1114. >23 / �� ��' ,° 173 ce: 11111�'� 1 `•�.�110HL1 OHU� ® DRAINAGE SLOPE ARROW
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II EX.CB TOP 1111.71 REFER TO DETAIL ON SHEET ob1 CLIENT:
� // / l / 0 - I�/ I � f V OUT 1107.81 SILT FENCE
:�,� I' l e / Nw• � >2 II I�112, 1121 ��/ I ¢ '�• I Ti •:ow SILT FENCE OUTLET• 0 REFER TO DETAIL ON SHEET ca
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EX.YI TOP 1150.84 [41
a I/I I I ^I nI I I/�/ l'/ IIII t \ \ I �, _-�' PROTECTION '.0 RE o oN Ercb.1DRAWN: JAL,AFIB,JKB
INV C 1146.42 ,3' / ��,/ J `�k�--' • In DETAIL SFi7.CB.1 XII IIIIIIIIIII"'I IM// / h t y• / .I r���n e' o W- I C ,nC / / RE aroeoresoe Tn....c.0.4 DATE: 03/15/23
IIIIIIIIIIIIIII III III - �' i / �' / ill^16NVIN.'11m7.9fi Ow ' S A. 1 4 A REVISIONS:
INVOUr:,,769 -oC� ' I IIII ' //m N k, 1124 . /Vi ^ ' / - 19 iF 10"HDPE e2.0'. i1 OS-1623 WPCOG CITYCOMMENTS
•
�/ 9I( I � - 3qtr i08.11-23NECOMMENTS/I8 ���TPOL a" OLO 3 08-23-23NODESCOMMENTS I I I I I II IIIII III �-^ ]. � �,2 ! r-� _ - ,om3D> GE IIII III IIo • _, / ': -f.- . , _ r NJ.HIGH„1H6I lI l`'I I III I I I IIII BILTI I -\ ` / SILTFBJCE-•• INJ.LON:11183] / --��1* \ I
I1ry1IIIIIII I I I III I I I I I DEfNL,SHI.CS. \ 1•= r J / DOURErSiT.Cfi.1 / / - \ IC1JOB.NO: 22-059
I ,11IIIIIIIIIIII IIIIII r / r J I 1\, \ SHEET TITLE:1 1 II STORM SEWER/
1 111 IIIIIIIII III IIIII /\ ca STAGE II
J,��S10�N0 UTILITYPq FOR4> _ 1 II_�_°�0D"'� �C 'I��III�111I�11i�lllllil��l\lL-� EROSION
n \ CONTROL PLAN
\ ' \I III II
\ I SCALE: AS NOTED
„„,„;Apr„. \\ /\ 20 0 20 40 60 SHEET NO.:
IBASE MAP INFORMATION FROM SURVEY BY REGIONAL LAND C 3• 1
BEFORE YOU DIGI O L SURVEYORS,INC.,8642 WEST MARKET STREET,SUITE 100, ■
CALL 811 TCC.THE ONE-CALL CENTER \\\ North SCALE:1"=20' GREENSBORO,NC 27409,DATED DECEMBER 20,2022 ©STIMMEL ASSOCIATES,P.A.