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Home My WebLink AboutStout Landing Subdivision - 1283-SIGNED & SEALED (PARTIAL SET)LIPI CHURCH RD I1 o I r 27 �,_ 7 r �-�, r 85 83,E MARI32 w r r LANE GOLD � SITE N/F I �-� / / i � �,_,/2., w I � 91,, � 89,7 � 87 N F PHILLIPPI PRESBYTERIAN CHURCH N F ERB z N / z I DB 732, PG 665 N/F _ ARMANDO SANTIAGO N/F Z c~n N N/F N/F WILLIAM J. BERRY & WIFE, z PC 3, SLIDE 3-50 ANDREW BOYD POOLE / �- DB 839, PG 196 SON R. CHETTI & WIIQ I N/F /F LAKEISHA D. MONROE LESLIE J. BERRY ILI I DB 961, PG 171 r 29 J 5 I CHARLES LEE HEADEN, JR. DAPHNE A. ELLIS MARILYN L. WASHINGTON DB 1002, PG 688 - DB 1129, PG 964 o MAP 004 �--. �7 PC 3, SLIDE 3- 2 BRE I. LUCCHETTI � DB 951, PG 744 DB 789, PG 441 _ �- J PC 3, SLIDE 3-52 r 28 1 7 MAP 005 - D 9 7 PG 200 °' I �'-� DB 949, PG 403 �- �- �- i PC 3, SLIDE 3-52 r 84 PC 3, SLIDE 3-52 / / MAP 005 �� J r 92 PC 3, SLIDE 3-52 r 90 N PC 3, SLIDE 3-52 88 1 PC 3, SLIDE 3-52 r 86 MAP 004 ` �� MAP 004 N F ■ N/F I PC 1005 -52 O o �i MAP 005 `�-�7 i MAP 005 i �_�7 I MAP 004 i `-- 2 I t N F \ 1/2" I TERESA■ RIGS-RODRIGUEZ ❑ GWENDOLYN D. ROPER & HU AND NICKGENE GRA HA CK�R. t I N/F N/F N/F N/F JASON B. NICKERSON & WIFE, ERB / SR DB 849, PG 417 RICF RODRIGUEZ DB 1155, PG 768 I Q � 1 DONALD FLOWERS BRIAN N. KELLAHAN & WIFE, KYLE A. ULLOCK & WIFE, MATTHEW SCHAFFER & WIFE, CRYSTAL A. NICKERSON 742 2 PC 3, SLIDE 3-52 DB �160, PG 698 PC 3, SLIDE 3-52 DB 1126, PG 784 SAM ATH KELLAHAN LINDS11 N. BULLOCK CALLAN SCHAFFER DB 1133, PG 298 / I / MAP 005 / PC 6, SLIDE 3-52 MAP 005 1/2" o PC 3, SLIDE 3-52 DB 979, PG 92 DB J81, PG 354 DB 986, PG 68 PC 3, SLIDE 3-52 1/2" / goo n 1/2" 1/2" 1/� ■MAP 005 1/2" 1/2" 1/21, ERB `r) MAP 005 1/2„ PC 3, SLIDE 3-52 PC 3■ SLIDE 3-52 PC 3, SLIDE 3-52 -- MAP 004 ERB ERB, ERB - - ERB - ERB - - I ERB - - ERB - - ERB �, - - 1 FRg_ - --U MAP 005�- - - -�AP 004 U- - - ._MAP 004 -O 1ER ��2 -Tim�� / {_fir - + ---Lr i \ U /Z2�i z25 - 1 PHILLIPI CHURCH ROAD - SR 1422 r 226 _ 25 - 226 01 o ENL II''q q .00ATI� 60' R/W -PUBLIC STREET � -1 / 2EIR 24. 225 226 22E 227 VICINITY MAP N /F PHILLIPPI PRESBYTERIAN CHURCH�� 21 20 19 3118 17 16 15F(_1413 I 12�(,1Frimo� 9 Fo 5 NOT TO SCALE PCB3,3SLIDE 3650 22 MAP 004 23 / / 224 L- 225 - - - 225 - - - 224 - 225 - - - 226 - - 22- - - 227 - - PP � 4 224 226 - - 226 224 ARCHIBALD WAY 223 226, I 223 224 225 226 2 ■ 224 50' R/W - PUBLIC STREET��23 / 223 ERB- 226 73)) ) FC2 �� \ - 226 - 225 - LEGEND: n. �- 223-- -- --224 -- -- -- - -- -- -- -- - ---226 -- -- - -- -- ENL L� L� 225 224 EIR OENL-EXISTING NAIL / `�' `�' � i 224 224 225 225 225 225 226 226 227 227 226 N OD EIR-EXISTING IRON ROD h / 225 N ERGO EXISTING AXLE I ti� /�' 159 160 161 FCC, 2 163 164 165 166 167 1 I � 168 169 170 171 172 173 174 175 176 177 I N CIC178 O ERB-EXISTING REBAR /s 158 1 N O O O O O O O O O N N/F - NOW OR FORMERLY I / N I 226 227 R/W - RIGHT OF WAY I N VV`' 225 225 226 226 I 226 226 226 RCP - REINFORCED CONCRETE PIPE I 225 I M PROPERTY LINE / 225 226 225 Z2� I 225 225 22a 225 225 224 225 ADJACENT PROPERTY LINE N/F I ICID N 1 225 I N 179 TIE LINE PHILLIPPI PRESBYTERIAN CHURCH N I 1 - - CN RIGHT-OF-WAY DB 732, PG I I 154 1�61CN -SETBACK LINE 3, SLIDE 3650 N 555 5ED 44 0 ED 0 (9 ED 33 MAP 004 225 225 224 M 180 ss SANITARY SEWER LINE I I 224 224 225 225 224 224 225 224 224 223 224 22a 22q 1� N N SD STORM DRAINAGE I I ^� 7 - - - - - - - - 224 - - - - - - - - - - 223 N - - - - - 223 - - - - - - - 224 - 223 N - 224 223 - w WATER LINE I 222 _-223 N OVERHEAD UTILITY 223 223 22a 223 TALLULAH LANE 223 1 50' R/W - PUBLIC STREET 223 223 222222 N X FENCE LINE I I -- -- -- -- - - - -- -- - - -- -- -- -- -- - - ■ -- -- - 223 -- -- `' I • 223 223 223 I N I •223 - - 223 224 224 �� D � WOODEN FENCE I "' 224 225 22a 224 225 225 224 224 I - 224 224 I TREE LINE 8 BENCHMARK I 116 117 118 119 120 121 122 123 124 125 126 1 127 128 129 130 131 132 133 134 135 136 I I co I PPS SIGN I I w I O O I N • UTILITY POLE I I I I N 182 N C• GUY WIRE 1 w A I N I 225 Q N 224 I N U N ❑T TELEPHONE PEDESTAL AXLE I ( 9 225 224 224 in 225 224 D4 WATER VALVE I 223 223 i� a- `�c'y 225 224 224 223 222 ■ ■ - ■ ■ - xFIRE HYDRANT ■ ■ ■ ■ I■ ■ , I I 224 l�J I N O SANITARY SEWER MANHOLE I N 183 HARDWOOD TREE II I 115 114 113 112 08 I 4 9999 ED ED ED ED 99 RIP RAP o PROPOSED EASEMENT N % V N 224 224 224 223 225 225 223 222 I N N/F - LDc- LDc- LIMITS OF CONSTRUCTION 222 223 224 223 ti N JEFFREY ROY HENDRIX 222 223 = - - - - 223 - - - 222 - - - - - - - - - - - - 224 - - - - - 223 - - - - 222 - - N N 184 I DB 1116, PG 636 - SF - SF - SILT FENCE LINE -JN -JN - JUTE NETTING 223 -� 222, �21 WINNSBORO ROAD 223 222 221 J O INLET PROTECTION II I �� - - - - - - - - - - 221 - 50' R/W - PUBLIC STREET 223 - - - - - - - - - - - - - - - - - w N 1 22 223 - 223 222 222 224 223 �221 IW IN AXLE 224 223 222 223 223 223 224 225 224 223 222 0 - N 185 / FU , I N/F j CC3 1 I 75 76 77 78 79 80 81 82 83 84 85 I 86 87 88 89 90 91 92 93 94 1 _ a o PELICAN PROPERTY HOLDINGS, LLC & I I I > I GREAT OAKS PROPERTY HOLDINGS, LLC ( I � 223 1 223 1 , p � IDB 982, PG 496 co N 186 ( �. I N w I 1 22 222 I 223 223 223 223 224 1 U I N I I 223 74 73 72 71 224 63 I N 62 N 226 55 54 53 O O O O G70) 69 I 22s 56 4 1 3 A I O 68 1 57 O 223 223 O 67 2�s 58 �j - - - - 222 _ _ _ 223 66 I I 59 225 \ - _ 224 224 - - - - N 60 N DN I 222, '21 .223 224 65 N 64 N� 61 6 _ 223 2 I II 3 A 222 � _ N O 22 225 23 -- -- -- 223 _ - -- N N 222 - - � I 225 � 224 224 224 P w ~ 222 22 223 - - 22 222 225 1 1/2" CA1 P 3- 2 2241 5 N I I 1 ERB 223 35 223 - - 50' R/W AM SIRE 223 2-a _ 226 50 51 52 1 - _ � PUBLIC ST ET 222 _ - 225 2�6 - 49 REET 37 38 223 222- - � 226 � o 225 �23 224 0223 223 224 225 46 47 by 40 224 45 226 224 a O 41 I 44 SCM ACCESS 220 223 0 MAINTENACE 215 1 ■ 222 42 I 43 EAEEMENT 224 74 210 S 215 ona 223 J 202 / 1 ■ _ L 212n203 Z Z / 1 1 ■ 22 C'2O ?�ti 21p ^2 3 CA2 Ccc N N N N N I o � 22150 I 1 224 210 N/F 22905 215 ■ PELICAN PROPERTY HOLDINGS, LLC & 220 222 - 2< GREAT OAKS PROPERTY HOLDINGS, LLC 224 DB 982, PG 496 2t Li �w / N/F JEFFREY ROY HENDRIX cn DB 1116, PG 636 / ~ LOC_ n LoC_ ' I0�� 7 L � • NC GRID NAD 83 (2011) w L / EIP 0-4 U �•EI S ❑ SSMH #13893 Know what's below. / O� RIM 174.07 INV IN 158.59 Call before you dig. / 0 INV OUT 158.56 / I v I 187 I N N N N t� N 188 ti� NN I ElO :0 226 225 ■ �203■■�■■� 227 \ ` LJ w 218 OC = ?2o L cn • ERB �0 •C__ (n lei �LLJ LJ z -_J GRAPHIC SCALE 100 0 50 100 200 400 < ( IN FEET ) 1 inch = 100 ft. 4DSite solutions civil engineering I land surveying 409 Chicago Drive, Suite 112, Fayetteville, NC 28306 office 1 910-426-6777 fax 1910-426-5777 license number I C-2354 www.4Dsitesotutions.com REVISIONS PROJECT NAME STOUT LANDING SUBDIVISION OVERALL GRADING AND EROSION CONTROL PLAN CLIENT STOUT & CO, LLC 16224 Hwy 53 West White Oak, North Carolina 28399 Phone: (910) 850-7145 PROJECT INFORMATION DESIGNED BY: CALEB DRAWN BY: CALEB CHECKED BY: SCOTT PROJECT NUMBER: 1283 7 DRAWING SCALE HORIZONTAL: 1 "=100' DATE RELEASED MAY 2, 2019 SHEET NUMBER THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED C-3nO PHILLIPI CHURCH ROAD - SR 1422226225227227223222224225226226226225225225226226226226227227227225224 223 224 223 223 221 222 223 2242222232222222242232222232242242232242 2 3 2242252242232242252262272262272272242252262272232242241401751793215476176141134135137173174181132139136133182177180138178CROWVILLE STREET ARCHIBALD WAYTALLULAH LANE224VICINITY MAPNOT TO SCALETHE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATEDKnow what'sbelow.before you dig.CallRI:\Herschel Edge\1283-Stout Landing\CIVIL 3D\DWG\1283-DESIGN.dwg l C3.3 G&EC l 3.7.2019 6:56:09 AM HORIZONTAL: 1"=40'SEAL027452N O R TH CAROLINAPR OFESSIONALC.SCOTT BROWNENGINEERDETAILEDGRADING ANDEROSIONCONTROL PLANSTOUTLANDINGSUBDIVISIONSTOUT & CO, LLC16224 Hwy 53 WestWhite Oak, North Carolina 28399Phone:(910) 850-7145REVISIONSDRAWING SCALEC-3.3SHEET NUMBERPROJECT NAMECLIENTPROJECT INFORMATIONCALEBCALEBSCOTT1283DATE RELEASEDDESIGNED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:MARCH 7, 2019SITEC3.1C3.2C3.3C3.4C3.5C3.6C3.7SHEET KEY PHILLIPI CHURCH ROAD - SR 1422 222222221222 222 223222 2 2 3221 22322 4 223223223222224223223222222223223222221221222224223 224223223223222222222221 220221 22222422322222122322322222322422322422322222322322311511211011411130313233CA135343637697470717273757679777880113ARCHIBALD WAY WINNSBORO ROADSACKSONIA STREET223224222223223224223223VICINITY MAPNOT TO SCALETHE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATEDKnow what'sbelow.before you dig.CallRI:\Herschel Edge\1283-Stout Landing\CIVIL 3D\DWG\1283-DESIGN.dwg l C3.4 G&EC l 3.7.2019 6:56:51 AM HORIZONTAL: 1"=40'SEAL027452N O R TH CAROLINAPR OFESSIONALC.SCOTT BROWNENGINEERDETAILEDGRADING ANDEROSIONCONTROL PLANSTOUTLANDINGSUBDIVISIONSTOUT & CO, LLC16224 Hwy 53 WestWhite Oak, North Carolina 28399Phone:(910) 850-7145REVISIONSDRAWING SCALEC-3.4SHEET NUMBERPROJECT NAMECLIENTPROJECT INFORMATIONCALEBCALEBSCOTT1283DATE RELEASEDDESIGNED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:MARCH 7, 2019SITEC3.1C3.2C3.3C3.4C3.5C3.6C3.7SHEET KEY 224223222226224225222223223SDSD2252252242252262262242252242252262262 2 4 223224223222223222223223223224222222222223221221222223223222223223223224223222224223 223223223223222223223222222224223225225225224 22622622622522322422422522422322322422422422422522422522522422021521020520321021522022420520321021522022422522699106102109105100101104107103108110394241373840454346444847CA2585759636260616468656667698083818284858786888990SACKSONIA STREETWINNSBORO ROADGIRARD WAY 223223223222223222223226VICINITY MAPNOT TO SCALETHE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATEDKnow what'sbelow.before you dig.CallRI:\Herschel Edge\1283-Stout Landing\CIVIL 3D\DWG\1283-DESIGN.dwg l C3.5 G&EC l 3.7.2019 6:57:31 AM HORIZONTAL: 1"=40'SEAL027452N O R TH CAROLINAPR OFESSIONALC.SCOTT BROWNENGINEERDETAILEDGRADING ANDEROSIONCONTROL PLANSTOUTLANDINGSUBDIVISIONSTOUT & CO, LLC16224 Hwy 53 WestWhite Oak, North Carolina 28399Phone:(910) 850-7145REVISIONSDRAWING SCALEC-3.5SHEET NUMBERPROJECT NAMECLIENTPROJECT INFORMATIONCALEBCALEBSCOTT1283DATE RELEASEDDESIGNED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:MARCH 7, 2019SITEC3.1C3.2C3.3C3.4C3.5C3.6C3.7SHEET KEY 22722722 5 226222225226224222SD222222 222 221222 224 223 225 224 22 5 226 226226226 226 2 2 5 225224225 224 223 222 22122422522522322322222122522422422422322422322322222122 1222 222223222223224223224205203215220205203210224220215210205202202205210215220224202 205 210 215 220 224 225225227 989799929395969418418518319150484952CA2515354565591186188187192190189CROWVILLE STREET WINNSBORO ROADSACKSONIA STREETSD223225226225225226223224226 VICINITY MAPNOT TO SCALETHE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATEDKnow what'sbelow.before you dig.CallRI:\Herschel Edge\1283-Stout Landing\CIVIL 3D\DWG\1283-DESIGN.dwg l C3.6 G&EC l 3.7.2019 6:58:19 AM HORIZONTAL: 1"=40'SEAL027452N O R TH CAROLINAPR OFESSIONALC.SCOTT BROWNENGINEERDETAILEDGRADING ANDEROSIONCONTROL PLANSTOUTLANDINGSUBDIVISIONSTOUT & CO, LLC16224 Hwy 53 WestWhite Oak, North Carolina 28399Phone:(910) 850-7145REVISIONSDRAWING SCALEC-3.6SHEET NUMBERPROJECT NAMECLIENTPROJECT INFORMATIONCALEBCALEBSCOTT1283DATE RELEASEDDESIGNED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:MARCH 7, 2019SITEC3.1C3.2C3.3C3.4C3.5C3.6C3.7SHEET KEY 227210225 226190220 195205 180 1 8 5 170175 SDSD226226226 225220224225191192190 SD165 SD164 165 166 1 6 8 167225226225225226226224222 223224 226VICINITY MAPNOT TO SCALETHE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATEDKnow what'sbelow.before you dig.CallRI:\Herschel Edge\1283-Stout Landing\CIVIL 3D\DWG\1283-DESIGN.dwg l C3.7 G&EC l 3.7.2019 6:59:00 AM HORIZONTAL: 1"=40'SEAL027452N O R TH CAROLINAPR OFESSIONALC.SCOTT BROWNENGINEERDETAILEDGRADING ANDEROSIONCONTROL PLANSTOUTLANDINGSUBDIVISIONSTOUT & CO, LLC16224 Hwy 53 WestWhite Oak, North Carolina 28399Phone:(910) 850-7145REVISIONSDRAWING SCALEC-3.7SHEET NUMBERPROJECT NAMECLIENTPROJECT INFORMATIONCALEBCALEBSCOTT1283DATE RELEASEDDESIGNED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:MARCH 7, 2019SITEC3.1C3.2C3.3C3.4C3.5C3.6C3.7SHEET KEY 224222226224227225SD2262252242252 2 4 22322422322222322222322422021521022421522022422522642414045434644CA2STORM DRAIN -0+50 TO 6+00DI-137 TO FES-148I:\Herschel Edge\1283-Stout Landing\CIVIL 3D\DWG\1283-DESIGN.dwg l C5.14 PRO l 3.7.2019 7:13:05 AM SEAL027452N O R TH CAROLINAPR OFESSIONALC.SCOTT BROWNENGINEERSTORM PROFILESTOUTLANDINGSUBDIVISIONSTOUT & CO, LLC16224 Hwy 53 WestWhite Oak, North Carolina 28399Phone:(910) 850-7145REVISIONSDRAWING SCALEC-5.14SHEET NUMBERPROJECT NAMECLIENTPROJECT INFORMATIONCALEBCALEBSCOTT1283DATE RELEASEDDESIGNED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:MARCH 7, 2019HORIZONTAL: 1"=40'VERTICAL: 1"=4' 226227227SD225226225224220215210205203210215220224205203210215220224224220215210205202202205210215220224202205210215220224225225227225226454647CA2CA2SD226225225STORM DRAIN -0+50 TO 5+00POND #1STORM DRAIN -0+50 TO 3+00RI-150 TO JB-15122722722522 6 SD202205210215220224202205210215220224225225227CA22 2 5226225225226226 2242222232 2 4 2 2 6 I:\Herschel Edge\1283-Stout Landing\CIVIL 3D\DWG\1283-DESIGN.dwg l C5.15 PRO l 3.7.2019 7:15:02 AM SEAL027452N O R TH CAROLINAPR OFESSIONALC.SCOTT BROWNENGINEERPOND & STORMPROFILESSTOUTLANDINGSUBDIVISIONSTOUT & CO, LLC16224 Hwy 53 WestWhite Oak, North Carolina 28399Phone:(910) 850-7145REVISIONSDRAWING SCALEC-5.15SHEET NUMBERPROJECT NAMECLIENTPROJECT INFORMATIONCALEBCALEBSCOTT1283DATE RELEASEDDESIGNED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:MARCH 7, 2019HORIZONTAL: 1"=40'VERTICAL: 1"=4' 19108436512I:\Herschel Edge\1283-Stout Landing\CIVIL 3D\DWG\1283-DESIGN.dwg l C6.1 DETAILS l 3.7.2019 7:17:27 AM SEAL027452N O R TH CAROLINAPR OFESSIONALC.SCOTT BROWNENGINEEREROSIONCONTROL & SITEDETAILSSTOUTLANDINGSUBDIVISIONSTOUT & CO, LLC16224 Hwy 53 WestWhite Oak, North Carolina 28399Phone:(910) 850-7145REVISIONSDRAWING SCALEC-6.1SHEET NUMBERPROJECT NAMECLIENTPROJECT INFORMATIONCALEBCALEBSCOTT1283DATE RELEASEDDESIGNED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:MARCH 7, 2019NOT TO SCALETRASH RACKNTSGABION BAFFLEGABION SPECIFICATIONSMATERIALGABIONS SHALL BE MADE OF WELDED STEEL WIRE MESH OF ANOMINAL SIZE OF 3” X 3”. THE WELDED STEEL WIRE SHALL BE PVCCOATED IN ALL APPLICATIONS PERTAINING TO THE GABION.DIMENSIONSGABIONS SHALL BE BUILT IN VARIOUS LENGTHS AND HEIGHTS. THELENGTH SHALL BE IN MULTIPLESOF THE WIDTH. THE WIDTH SHALL NOT BE LESS THAN 3'. DIMENSIONSFOR HEIGHTS, WIDTHS AND LENGTHS ARE SUBJECT THE APPLICATIONAND PURPOSE. IF THE LENGTH IS INCREASED BY A MULTIPLE OF THEWIDTH THE BASKET SHALL HAVE A WIRE WALL DIAPHRAGM SEWN INTOITS INTERIOR TO MAINTAIN THE SHAPE OF THE BASKET.FABRICATIONGABIONS SHALL BE FABRICATED IN SUCH AWAY THAT THE BASE, SIDES,LIDS, ENDS, AND DIAPHRAGMS CAN BE ASSEMBLED AT THECONSTRUCTION SITE INTO A RECTANGULAR UNIT OF THE SPECIFIEDSIZE. THE LID SHALL BE A SEPARATE UNIT OF THE SAME MESH ANDWIRE SPECIFICATIONS AS THE BODY. THE WELD SHEAR STRENGTHSHALL COMPLY WITH ASTM A-185-90A. WHERE THE LENGTH OF THEGABION EXCEEDS ITS WIDTH, THE GABION SHALL BE DIVIDED BYDIAPHRAGMS INTO CELLS OF EQUAL LENGTH. THE WIRE MESH SHALLBE MADE OF GALVANIZED STEEL WIRE HAVING A MINIMUM DIAMETEROF 3 MM. ALL WIRE USED IN THE FABRICATION OF THE GABION AND INTHE WIRING OPERATIONS SHALL CONFORM TO US FEDERALSPECIFICATION QQ-W-461H AND POSSESS A SOFT TENSILE STRENGTHWITH A CLASS 3 FINISH 5 ZINC COATING IN ACCORDANCE WITH ASTMA-641. PREFORMED STEEL WIRE SPIRAL BINDERS WITH A 3” PITCH AREUSED TO ASSEMBLE AND INTERCONNECT EMPTY GABIONS AND SHALLMEET THE SAME SPECIFICATION AS THE WIRE USED IN THE MESH.AFTER ASSEMBLY, THE INDIVIDUAL GABION UNITS AREINTERCONNECTED USING THE SAME WIRE AND THE CONNECTIONSHOULD BE MADE NO LESS THAN EVERY 6” ALONG THE PERIMETER.THEY SHOULD THEN FILLED WITH CLEAN, HARD STONE FROM 4” - 8”INDIAMETER. THE LIDS ARE THEN CLOSED AND JOINED TO THE TOPEDGES OF THE INDIVIDUAL GABIONS AND DIAPHRAGMS. THE USE OFEXPEDIENT CLIPS OR HOG RINGS FOR THIS PURPOSE IS NOTPERMITTED.IF PROPERLY CONSTRUCTED, THE LIDS AND PANELS SHOULD MEETCLOSELY WITHOUT GAPS AND THAT THE TIES PROVIDE A TIGHT JOINTAT ALL PANELS AND DIAPHRAGMS.NTSWET POND X-SECTION WITH GABION BAFFLESNTSSTORM BASIN RISER WITH ORIFICE DETAILNTSTYPICAL RIP RAP APRONNTSGROUND STABILIZATION CHARTNTS2724" STANDARD ROLL CURBNTSASPHALT PAVEMENTNTSSIDEWALK WITH CURBNTSROADWAY TYPICAL SECTIONNTSNTSVEGETATED SHELF PLANTING DETAILEROSION CONTROL BLANKET INSTALLATIONNTSMAINTENANCE:1. INSPECT THE EROSION CONTROL BLANKET ONCE A WEEK AND AFTER EVERY RAINFALL.2. IMMEDIATELY REPAIR AND/OR REPLACE ANY DAMAGED BLANKET.3. IF GROUND COVER IS NOT ESTABLISHED THROUGH THE BLANKET WITHIN 2 WEEKS, THE BLANKETSHOULD BE REMOVED AND THE AREA RESEEDED. AFTER RESEEDING, THE BLANKET SHOULD BEREINSTALLED.1.6.7.2.5.4.8.3.11