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Home My WebLink AboutSW6240605_Plansheet - Other_20240618 (2) \\\1111111111111///// FINAL �N oARo McDOUGLAS RD FOR = SEAL 035670 -�o SITE - - _ ` � \ v v v v v v v v \ v I I v /\\ v� - - / �, REVIEW ctiG pF o �� - - - \ \ \ \ \ \ \ I I \\ \\\ \\ — _ — \ / ONLY = �'�oo ciNE��P;: u \ — — — MCCORMICK FARMS — — — _ _ _ _ VICINITY MAP v — — — �z— v LTD PARTNERSHIP — — — — — — ` Z � •Q) NOT TO SCALE — �� _ _ _ _A v� DB 1133, PF 465 � — — _ / cV M N W —s e7•� 1�� w - \V � \ _0 z U 00 M624.0 ZN Ej)o 00 @ ro N — — CONSTRUCTION SEQUENCE & EROSION CONTROL ' I — —�� — �� ` v`�v �`� v� � � ocn MEASURES - CONSTRUCTION PHASE: PHASE 2 _ — I — — v v -� — _ _ _ — ALL SWALES AND DITCHES \ \ SFO 18"THICK CLASS B �° I U _REQUIRE 7-DAY GROUND COVER. — — _ I_ — \� \ -RIP RAP ON FILTER a �P, �\ 2 4 I I _ — — tru Ol —ZLZ — _I— \ — — — — — — \ \ FABRIC v PPe � � �1 _ . . . _ U c _ TEMP DIVERSION A SKIMMER �� _> 1. CHECK ALL SILT FENCE AND REPAIR AS NECESSARY. ASSURE ANY ERODED AREA ARE \ \ — — I — _I-7'WIDE NATURAL 'ice �� / I — — pl • • -0 U � DITCH 3 A — — — I t' DEVICE,TYP OF ALL \ FPS � a) J STABILIZED WITH TEMPORARY SEEDING AND MULCH OR EROSION CONTROL \ \ ALL SWALES AND DITCHES NAG S75BN LINING_ — I FLOW SPREANUSD AT �� 4 �� _ c ALL SWALES AND DITCHES TERMINUS L; SEE SCHEDULE THIS / j / _ (� REQUIRE 7-DAY GROUND COVER. (SEE LEGENDS FOR DITCH �— \ S SHEET. ALL SWALES AND DITCHES wa _ — O — U MATTING AS INDICATED ON THE PLANS. \ REQUIRE7-DAVGRouNDcovER. �� _� — G — — K-U �/ _ ____ _ _ , X LINING TYP OF ALL) — y\ �._s_,' REQUIRE 7-DAY GROUND COVER. \� — Z TEMP DIVERSION \ _� _ — / — aJ O •- 2. ROUGH GRADE ROADWAY RIGHT OF WAY AREA. e \ \ — — — — — z LOD — — — — — — — — — — WITH RIPRAP LINING _ S \ � � � - - m _ _ ___ K. _ _ = o 3. INSTALL WATER SYSTEMS AS SHOWN ON THE PLANS. N �\ — 5[z I — \ SK SK 4. INSTALL INLET/OUTLET BMP S WHERE REQUIRED. TD _ _ TD — _ N _ _ TSD � — �. — — _� — m 5. GRADE AND PREPARE SUBGRADE FOR PAVEMENT AREA. —I — — — — — — — 6(� I `(� — I N — — — — �rsz \ \ �\ _ _ � __ 139�_ �Z j_ �// —J �8'WIDE NATURAL TEMP DIVERSION 6. PLACE COMPACTED G.A.B.0 FOR ASPHALT CONSTRUCTION. — — — F — — _ k k _k I z I FLOW SPREAD AT\ \' m TSD \ _DITCH 1-C M — _— — — _ — 1 k k £8z — — TERMINUS — V << . �zrz 7. FINISH FINE GRADING THE ROAD RIGHT OF WAYS AND COMMON AREAS. l k k k k kk k k — — — — _ {I ram^ k k k k I < I f \I \ \ \ —/ � /— / / ' —z "'"� k APPROx 2zs cv I �+ A V A A / �� k kk k kk ] STORAGE —IZ_i_— — C 8 \ \ (� / � /7 ' / / 8. IMMEDIATELY STABILIZED ALL DISTURBED GROUND WITHIN ROAD RIGHT OF WAY CONCRETE WASHOUT k k k k r SIDE SLOPES 5 I + — A,PROX.z2sCY J 1\ \ K \I <'e - . _ _ WITH PERMANENT GROUND COVER. MAINTAIN 50'FROM k k k TALL 11.21 I ST°RA6E(21 \ 6 — — —\ I \ �APPROX.225 C�' ' SIDE SLOPES 5 \ — EROSION DEVICES AND WA k k FLATTOP) , I- TaLL 11.2s , I I J SKIMMER BASIN WITH \I \� \ STG — — _TEMP DIVERSION k O FLATTOP) + _I— — — BAFFLES.TYP OF ALL \ \ \ SIDESLOPEs,s ALL SWALES AND DITCHES SURFACE WATER. — k �� P I I \ I \ LiL,ll.zs _ DITCH_1-B k k C ��T I APPROX. LOCATION RECP I \ \ \ I \ FATTi3P) _REQUIRE 7 DAY GROUND COVER. \ OF RAIN GAUGE OVERFLOW DITCH _ INSTALL S75BN \ 7 J _ — — -vyZ _ ___ +C,O�PG�k I\ I MATTING I TEMPORARY STOCKPILE — SYMBOL PRACTICE DESCRIPTION _ _ - - - k k k k k I ALL SWALES I I I — — — —9—{ — I AREA WITH SILT FENCE I y I \ AND DITCHES COIR WATTLE_ RECP I — — — _ (AS NEEDED) \— _ h ROADWAY OVERFLOW W WATTLE/ROLLED — — — — t= (TYP.)_ J MAINTAIN MINIMUM I \ ; \ \ -COIR WATTLE SWALE — EROSION — — — — — — — RECP —REQUIRE 7-DAY — — 50,FROM ALL SEDIMENT \ V A \ f z z Q PROTECTIVE LINING TO PREVENT SOIL EROSIONS DUE TO EXCESSIVE _ 8 _I \ \ / / (PERMANENT) I o o s RECP CONTROL PRODUCT --—- — — — 80.0 ' 8 GROUND COVER. _ RECP — _ J— I DEVICES AND SWALES. \ — — \ \I \ —�5 O_ STORMWATER VELOCITIES THAT PROHIBITS VEGETATIVE LININGS. _ _ _ _ _ _ _ — — \ \ FOR SLOPES �� TYP OF ALL) / ; ALL SWALES "^CP — RECP L I\ — — RECP RECP IMMEDIATELY STABILIZED' z \ TEMPORARY FACILITY PROVIDED ONSITE FOR CONCRETE TRUCKS TO \ \ a a J \ CONCRETE WASHOUT WASHOUT PRIOR TO LEAVING CONSTRUCTION SITE, CONTRACTOR MAY — — -- _ PINE STA WAY o CE =50 AND DITCHES — — RECP L — _ I � \ 82 / WITH NAG S756N o CWA _ REQUIRE 7-DAY _� \ 82 \ / _ MATTING. \ AREA RELOCATE ONSITEAS DEEMED NECESSARY THROUGH-OUT �� PUB--R-/ ttT o GROUND COVER. _ pI CONSTRUCTION o o — w ALL SWALES (50 WE VISTA U/Ay _ RECP J 1h RECP \ \ \ iPl IR o _ i SAND DITCHES _W ALL SWALES "� — � 8 1• V � \ � � A REQUIRE 7-DAY _ AND DITCHES ALL SWALES — ROADWAY— — GROUND COVER. REQUIRE 7-DAY ECIAND DITCHES - - � _ w REQUIRE 7-DAY ALL SWALES \ ALL SWALES ALL SWALES OVERFLOW _ GROUND COVER. — AND DITCHES AND DITCHES TD SWALE I _ _ GROUND COVER. ALL SWALES AND DITCHES ALL SWALES \ ` RECP REQUIRE 7-DAY — \ REQUIRE 7-DAY _ _ I IMMEDIATLEY STABILIZE ROAD (PERMANENT) I I O — I� — — — _ REQUND_COVER. AND DITCHES � REQUIRE 7-DAY GROUND COVER. AND DITCHES \ \ GROUND STABILIZATION REQUIREMENTS _ _ ' - DITCH WITH PERMANENT _____� — — — — I I — —� REQUIRE ALL SWALES ROUND COVER. REQUIRE 7-DAY \ ECP GROUND COVER. AND DITCHES GROUND COVER. _ GROUND COVER. I _-- I I COIR WATTLE _ — REQUIRE 7-DAY CONTRACTOR SHALL BE REQUIRED TO ESTABLISH GROUND --- I (TYP.) I I --_ I COIR WATTLE- — — _ _ r GROUND COVER. STABILIZATION AS PER FOLLOWING CHART. \ INSTALL DITCHES WITH I I — — �— — — — — \I (TYP.) I I TEMP DIVERSION NAG S7BN MATTING IMMEDIATELY STABILIZED _ _ _ j A �I V DITCH 1-A �� Ln \ \ SITE AREA STABILIZATION STABILIZATION TIME APPLICABLE \ ti WITH NAG S75BN- \ DESCRIPTION TIME FRAME FRAME EXCEPTIONS THIS PROJECT I \ MATTING. \ A I I ____ \ LOD A \ PERIMETER DIKES, 7 DAYS NONE LOD / I _ I — i \ \ 3 9 40 v i 4� 44 1 RECP v v SWALES, DITCHES AND YES l \ / �� I � 1 / � TEMPORARYST�CKPILE�� \ HIGH QUALITY WATER 7 DAYS NONE �v \ v 45 AREA WITH SILT FENCE (HQW) ZONES NO / / / SF / v I \ �� I 4I (AS NEEDED) \ \ SF I I I \ \ MAINTAIN MINIMUM �\ 49 s FLATTER THAN 4:1 l v � /50'FROM ALL SEDIMENT SLOPES STEEPER 7 DAYS IF SLOPES ARE 10 OR LESS — — vI MENv \ V DEVICES AND SWALES. THAN 3:1 IN LENGTH AND ARE NOT NO I , � I \ / (TYP OF ALL) STEEPER THAN 2:1 14 DAYS / V SF \ \ I / ALLSWALEs ARE ALLOWED / A \ SF \ AND DITCHES r� ALL SWALES AND DITCHES N I V ALL SWALES V / I \ REQUIRE 7-DAY REQUIRE 7-DAY GROUND COVER. l / � \ SFO I AND DITCHES \ SLOPES 3:1 OR 14 DAYS 7 DAYS FOR SLOPES GREATER N \ � . V ALLSWALES 47 V GROUND COVE W THAN 50 FEET IN LENGTH YES SFO REQUIRE 7-DAY ,qND DITCHES SFO \ LOD SF I / �� GROUND COVER. / ALL SWALES REQUIRE 7-DAY \ �� O ALL OTHER AREAS 14 DAYS NONE / / / Ir'' I "AND DITCHES �� GROUND COVER. WITH SLOPES (EXCEPT FOR PERIMETER YES l / / \ �I REQUIRE 7 DAv �� A ` 1i ALL SWALES FLATTER THAN 4:1 AND HQW ZONES l /� / / GROUND COVER. �, \ � `�cP W AND DITCHES p (,+ W APPROX.22c / / NJ JI / 00 STORARA ( GE(21 / I v po '� 09 A p \ REQUIRE 7-DAY R\y �� to sIDESLOPEs,s ALL SWALES TYPICAL GROUND COVER STABILIZATION TYPES - GRASS / V / N \ GROUND COVER. Y ^' w ' 1 ti� ` TAL`=',P; "sue AND DITCHES / AND OR SOD, WHEAT STRAW, MULCH, BIODEGRADABLE / c° �� \ — \ N VBALL SWALES vREQUIRE 7-DAY / / /AND DITCHES STRAW MATTING, SYNTHETIC MATTING, ETC. l I / \ �\ \ \ \ / \ / REQUIRE 7-DAY � GROUND COVER. ' 1010 z GROUND COVER. L X ALL SWALES I ALL SWALES O AND DITCHES AND DITCHES TEMP DIVERSION 7 ` ` 1 ` �� ` ` N ` REQUIRE 7-DAY I REQUIRE 7-DAY DITCH 2 � l ` / A> OVER. I AGROUND COVER. SFO GROUND C / (2) u SFO / SKIMMER BASIN WITH _ \ / / \ � V � �� I ALL SWALES SFO V V BAFFLES.TYP OF ALL \\ — \ Z) j AND DITCHES\ � � � � � � � � � ALL SWALES / � 11� � � / L1 i tpI IMMEDIATELY STABILIZED REQUIRE 7-DAY AND DITCHES / ALL SWALES AND DITCHES — \ GROUND COVER. ✓ SFO REQUIRE 7 DAY GROUND COVER-- WITH NAG S75BN \ REQUIRE 7-DAY MATTING. \ I GROUND COVER. i � _ V) — m 9 9 c \ ` IX / I �� SK 7'WIDE NATURALS � V / 18'THICK CLASS B/ '� FLOW SPREAD AT � z RIP RAP ON FILTER �0 TERM US \ 0 Lu FABRIC I ` i �2'� V) Q 3 An. S Z_ / I I _ _ z o ALL RE � � I� � � � � � � � � � � � � � � � � � � � � � � � SKIMMER- .y SFO — � � \ - \ I I I — — — —DEVICE,TYP OF ALL Z�� 2 O LL U SEE SCHEDULE THIS I I� j I I — \ I I ti�ti SHEET. N 176.83� — 50 ACCESS N _ MATTING MUST � , � � � � � � � � � � � � � � � � � � _ _ —�� - -z$3 — a EASEMENT _ w �� c�1� 177.08'/ / / \ _ — — C� \ Q 9 9 9 9 '� \� 5 07°57130" E 88 .44' Jr a \ / J 4 \ 177.01' � � \` /- - / - - -� 6121 z m Z BE INSTALLED a 4' — — 6087 PIN -9588-64-6048.000o ��I _ o o 176.8 \ — — — — PIN -9588-64-6215.000 FLACK TIMOTHY MARSHALL& F_ 4 � N � 9 a _ U / � � 176.68' _ — 6061 \ CAMPBELL GERALD JT W/ROS & \ FLACK TIFFANY MARIE � Z IMMEDIATELY / a � _ — — PIN - 9588-64-5492.000 CAMPBELL CHELSEA JT W/ROS � 5995 z \ / / 6027 PORTA JEFFERY A & \ / / u / \ PIN -9588-64-5757.000 PIN - IS SA ANTH & PORTA DEBORAH S / O / F WHEELER MICHAEL JT CHAVIS SAMANTHA& ` / ` F_ / / W/ROS & HARRIS-SMITH CHAVIS ADAM i / ` \ w UPON GRADING OLE JT W ROS o Q z w om z H1aoN Know what's below DESIGNED BY.' JEH 0 50 10 ' Call before you dig. DRAWN BY.- JLF Q Dial 811 H O RZ. Or Call 800-632-4949 SCALE FEET APPROVED BY.- JEH SHEET NO. REVISION DESCRIPTION: DATE: 1 C3 .02 2 CIVIL