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Home My WebLink AboutNCC221857_Site Plan or Location Map_2022051622 M I 0 V) 0 Of w 0 �i 0 U r- Ln 0 a \ i�v O _ A \Pp :/� � 118, 8' � \ 8,0 0 _ NOTES. El 7.0 13.0 ' o.a' 09` 1. SEE SHEETS C-0.01 THROUGH C-0.04 FOR EROSION CONTROL NOTES, NCGO1 GROUND za 1189 STABILIZATION AND MATERIALS HANDLING NOTES, AND NCGO1 SELF -INSPECTION, LL ®® ®®® PP 23.9' ®®® \ > \ PP RECORD KEEPING AND REPORTING NOTES. TBM - CONTROL CAP \ AND REBAR �� Tom\ \� \ \ 2. SEE SHEETS C-3.01 AND C-3.02 FOR ADDITIONAL INFORMATION. D� N:865969.29 \ \ F o M� Z:884548 9.65 NC NAD83 2011 \ - - - ONE c1 I N:865902.01 5896-55-1858 E:1595405.34 F A 5896-45-7740 531 6ROBINHOOD RD®�� ROBIN HOOD BAPTIST CHURCH \ DB: 2439 PG: 985 ®\ \ \ CONSTRUCTION 1 \ 5422 ROBINHOOD ROAD \ \� DB: 602 PG: 288 ENTRANCE �/ / V �\ // C-6.00 - 5896-55-3814 / O �C ga' g4 864 � JOEL RAPPOPORT \� \ r / �' Zgg 5310 ROBINHOOD RD \ DB: 1323 PG: 135� �/ ��i - � SKIMMER BASIN #1 \ 10 v wq '� � � � \ //\ � � � F • `� / \ /s ��,� v ve�� Asa �0�� 3 \ T 00 Nrri �'TFR \ �\ �V 00 \ \ / A �- P L p // A S �64'18'55" / 10 0 En 1-b I q MS 49'� w /Q1 % � LI TS OF � � � i s � �r \ i ii � 10.5 \ � � � �U8 0/ oW \\ Gi0 SR r � 71 87287 8EARING - LIAITS OF (TY� 71 OP 1-RBAN �j 867"NNAD83201 LP 3q8 2.49 S _ a 77' . 0LP � RFIL TAN 87DEDICATI IT ��34Ay TBM - CONTROL CAP P I 300 \ N:865509.24 � � � / � I�� PP AND REBAR / \ \ o o \ \ \ \ \\ �`�� \ / � � \ \� III � Z:888.40 E:159626250 /��1 \ \ \ PP V / \Q / / PROPOSED RQw DEDICATI N a \ W 30' STREAM 894 VICINITY MAP SCALE:NTS BUFFER � � � � / c/� ____ _--� � \�d - \ N_�� o\oN� 11LTI 1180 LLJ �� m '894 // �� co EM EX. BOIEDING \ n Iro d - �� -� r \ PG�n a TANR< TANK \\ \ 0 \ \ \ G �0II,�' OIL TANK I �� JURISDICTIONAL \ % %avo _ �s�o ,�� TANK STREAM - _ - A \ \ o \ \ TEMPORARY 3 TOMAHAWK CREEK \�� I INDEX: 12-94-9-1 _ DIVERSION c6.o \ PP\ \ \� CLASS C y (TYP) \ \ ° I If 3 1 A V p �/ x °5 SKIMM R B SIN # c-3.11 A A \ \ �o \ ' ii R39.a4 Ems_ \ \ \ C-181.44' "� �� wA FH S �87'44'4 � 4q A �� PROPO�D FLOW \ \ DEDICATICIN \ AC±i. LIhJ}ITS OF TURBAN S KM E � (TYP) s \ �s� TEMPORARY Y, _ / \ CLEANWATER \ \ \ \\ P� 856 0o C•6.00 � DIVERSION B�M \ 0 I\ 1 v� v �� 8s Bois sss��o v v v .-2 C. � „ ? S3 �. , 5, 86 A, A \ A A C O PP Z 6 2 9� T �� 5 6-6 3049 l f SO 88c°8��C8 -862 ��' MEADOWLARK DEVEL PERS�LLC �� \ \V�s 8 8S SO 1661 \OFD B: WISTERIA �r,/ Q8 �S 86p �\ B: 3 40 PG: 37 \ \ P w �� \ -- y SKIMMER�ASI�V #2 c310 / ��y\ / �d % \ 43 �� \�/' 1 A \ �� A �i1 7 NLET 202 LIMITS \ J�� -858 INV - 1.75 CLEA ING `i� / � 856 0 V � � � � � �� I � aso- 1 � � 8s2 "t �s \ SKIMMER BASIN #3 -860� c3.11 �� \y 0888 $� \ V� �848 s �� 866� 8 85Tg=- � \V . �� V 846� f\ V A V/ A 858 \ V TOP MH = 866.17 \\ A 70 INV. OUT = 859.87 \\��6�\ � / // 8 LIMITS OF o 862' 60 CLEART�IG y \ \ \ \G' o (TYP) / 11 8S \ �832 �3sr mo N EX PN� c°Dn 853,4� � � � OUTLE 2 �\ / GAS LI E 0 11 l -_ A\ o 9 � �) 8856- INV g835 0( DM 201 RCP @10. 0% 3 V\ \ S \ S SH�ET C-3.01 _ _ w o Z U) �� G G G d A O O O \ 5896-64-2981 ro 3 ADJACENT d iO G �` G - -� �� y O _ _ 4>�O SDMH 201 PANNEER MANICKAM O �\ PRO ERTI OWNERS �o� w�P _ _ _ _ �G _ \\ 0 0 0 0 0 0 0 0 0 o O z� \0�0 A Q�/ _ V \ / O O O O O O� 0,0�0�0� O O O 1 RIM = 861.77 5805 ZINFANDEL ST \ �� Q ��"" ITS OF / INV IN 854.64 (INL 2o2P: DISTURBANCE V O < -O O O O OO„� O O O 3485 PG: 1578 UR \y� O O O O O O O O O y0 O O O INV OUT = 854.54 ASS � O O OO OOO OO OO�� QF 850 \\O �>O _ _ _ O 000 00 O 00000 00\�00 00 O\00004 O / TOP MH = 869.15 \ \ \ 1 �� P (T � _� OUOOv0O O \U 900000O<�00C> �� NV. IN = 858.00 \ �p \ N 88'01 1 '�W 840.95 / / y / O Ov O __O O WETLANDSP O O'O O O A / Gj INV. OUT = 858.0 o \ - o0 0 0 00 0000000 /moo O'' \\\\ O(TYP) \\O\ \\ O\ OO �► \ \Z FENCE X� X / � X �� X / / Q v O O O�OOO OO O y00000C>000 -- \ TOP MH = 843.69 FENCE -� O O v v v v / / O O �. „O/ O O O O,jO O O O 0 O O O O O 5896-44-7738 \ �OOOOOOC>0000Ovvvv v0 OOO O\ 00 O O�OO O OOt&o OOO O.O \ O I I\ INV. OUT = 828.37 / \ �O O O O O O O O O O O O O O O O \OvOvO\O O v v v O O O O O O O OC> O O /% O OO O O O 5896-55-6034 \G / BRIAN AND AUDREY SMITH \ I + FO000000000000000000000000000 Ov0000 000000�00 0� 0000-�b�6v C> OOv v0 OvOVOvOv 00000 00 O �O O 0000000 000�\000 OO 00\000000 00 000 000 \ JCS PROPERTIES NORTH LLC 0� / 1676 SWEETGRASS TRL \ 5896-54-1768 \ 0 0 O 0 O O A, \ \ / �\ \ \ \ \ 06,00000<j�v000000000 00 00 \O 00000 00 O 00 0000 00 O O 00000 O O 000 J 5896 44 9779 5220 ROBINHOOD D Q DB: 3290 PG: 1421 / EXP HOMES LLC O 0000 00 000 000\00�000000 00�00<>%_C> 00 000 0 0 0 O 0 00 0 O 0 000 0 00000000 R N R \ JOSEPH AND IN COLE ROMANO / / a 0 � \ O O O O \O O O O O O O O O O O O O O O O O O O O 00 C�' O O O O `\ O0 O O O� O O O\O O O O O O� O� �_ DB: 2833 PG: 1451 \� o 4-3798 I I I 1714 SWEETGRASS TRL 000000000000000 000 OOC\0000OCO0000 00 OOC 00 O O 000 00000�0000 v DALL PEEPLES 1688 SWEETGRASS TRL ��\I DB: 3531 PG: 4162 00000000000000000 00 00 OOOi00 O O O00000 so OB 000 00 0000 00000000 000 ALE DRIVE 345 DB: 3392 PG: 4277 I I h �J \ 0000000000000 000 O 00 \0000000000 00000 000>� ® 0 000 C�000 %O O �>O 00 00 C>' O I 00000000000 000�00 00000 �0000000 00000 00 0. 00 O�j 000000000 00000000 000000000\ 0\O0 \ \ / PG: 2482 \, If I 347 °C> o C> o C> o o C> °�\ °�°�°� °�°�°�°\ \0 ° °0°�° °\ 00 \\ �\O \ O O \\ O O O O O O\ O O O O O O O O O O O O O \� STAGE 1 SEQUENCE O F CONSTRUCTION \ \ OOOOOOOO\OOOOO v��o� vvvo \o\0000000 �O �00\ O�OO o 000\oo000000 0�0 C C>0 O\NOO� \ \ \ 589s-44-6517 �KgERR 346 I o000 000000\0 00 0�00 0000 oO°o0 00 0 0 00 0 0 00,0 0,00000 0000000 0 00% o o 0000000��o0 00\000 0000000//,Co v\ OO 0\vo o �oov 00000 0000 000 �0 I I- O O O O O O O O O O\ O O O O o O O O O O��O O O O G=S SZ O <�0��\� �O O O 30' STREAM , O O O O �\OO�OO O1. CONFIRM THAT THE GRADING PERMIT AND NCDEO NCG01 CERTIFICATE OF COVERAGE HAS BEEN ISSUED FOR THE GREGORYDOWDN NG R CREEKO CTN S 4 P G• 2� P �A I I' II / O O O O O O O O O O O O O O O O O O O \O O< � O/ O O 0000 v00 0 B U F F E R TO 00000 0000 00000 00000000 O <' \ O O O O O O O O O O O O O O O O >O OO O O O g O O O O O \ PROJECT PRIOR TO BEGINNING LAND DISTURBANCE ACTIVITIES. �pN MP / I, I / \ 000000000 oo<1> 00 0000�Aoo�oo \a= s«o°o° 000 %° �yy00000� vo 00000000 DB: 3095 PG: 4313 Pe M �� I OOOOOOOOOOO OOO OOOOOO OOOO 000000 \ 00 OOO<>0 000OO 000 0 O OOO \ 5896-64-1756 FPR / I 0 y y y y° °y C> y° o y°yy y° O y O o O C) O 00�y O O o0 O y0\ O O O 00000 O O O O O O O O O O O O O 00 O O O O O MEADOWLARK DEVELOPERS LLC 2. SET UP PRE -CONSTRUCTION MEETING WITH CITY OF WINSTON-SALEM EROSION CONTROL INSPECTOR, OWNER, AND \I O� > \0 0 0 0 0 0 0 0 0 0 0 v 0 0 0P/O 00 0\' 0 O 0 0��0 0 � 0 0 <>v 0 0 0 0 0 ? 00 0 0 0 0 0 0 0 0 0<p 0 0 0 0 0 0 0 0 0 \ 5817 ZINFANDEL ST ENGINEER. \ I I"'. _ 00000000 0\\\\\ O 0\e\„\v\ \000 00 00 000000 0 000 000\0000000 �0\CS�00�0�0'000 000 \000 O� \ lh DB: 3340 PG: 375 �� I NV. INTOP 827 063 348 0 0 \ 0 C> O 0 \ \° \ \° °o \° o°o o \ \° \°0 0 0 \°o o° \0 0 0 �o o 00 o 0 0 O \O 0 0 \ \ 0 \ 0 0 0O< _ O 00 o 000 �O \ 3. DISTURB SITE ONLY AS NECESSARY TO INSTALL INITIAL EROSION CONTROL MEASURES AS FOLLOWS: \ TOP MH = 838.47 I I \ O 000000000F00�0 �O O O O 00�0v00 O O O �O OOC`OOOO1O�oO o 0000�000yOOOOI / \ INV. IN = 827.62 H INV. OUT= 827.0y O OOOOO OO 0000\0 O O O OOO �\ O%O O O<�OO OOOOOOOOOOO 00000� a. CONSTRUCTION ENTRANCE INV. OUT 827.58 -C� 0000 �yy00 00 0000 O\0 OV O O <AO�0000\O OOC 00000 0� 000 >O 00 0 00 A 0 OO OO O O 0� O O O \O O J S J \O O O O O O O O O O O O O O O O O\ \O O O v O O O / b. PERIMETER SILT FENCE WITH STONE OUTLETS 00000 00o 0o OO�OO OHO o0 000o O�yO o0 O O o00000000 0O�O 00o O \ / wv � 0\ O< \0\� 0��/0 0 \ o V 0000 0b vo �ep \ ��O? Ao O v0� 0 O0 O \ \ 000 O O 000 0�v O\ >\ O 0000 \ O O 6 c. SKIMMER BASINS / 000000 v00\O <%1<>>:< 00000 �V 00 ��00�00000000 O o0 O 0 00 O n o 5896-54-2659 O O O O O �0 0 0 0 0 0 O 0 0 o o O o 0 QC,,' O O O<O O O O O O O O O O O�O O O O�O O O O O �\ d. DIVERSION BERMS AND SLOPE DRAINS AT BASINS \ 0 0 0 0- O O O O O O OO\ O O O O O O O O O O O O O O <<>> O O O O v v v v v v v v v v v v v O O O O O 5896-64-0698 co JAMES AND JEAN STARMAN \ 67no�o>�<><<>> -� \\ MEADOWLARK DEVELOPERS LLC -- 1, O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O J 0 0 0 0 \ 1734 SWEETGRASS TRL <\O O O O O oA O O O O d\O O O �O O O� O O O O O� O O O O O O JURISDICTIONAL 2 O O O O�� A e. INSTALL THE REMAINING STAGE 1 SEDIMENT AND EROSION CONTROL MEASURES AND DEVICES. W 0\0000\0000000\000 0000 00�� O O 00 00 00000 00 O J O 0 5823 ZINFANDEL ST DB: 3430 PG: 984 i� I00000 0000 000000 0 0000 O 0000 00000000 0000 O O \O O O \� O O 0�><a0 O �s-A- O O OO O O O O O O O O O O�O OO O 9 STREAM O I DB: 3340 PG: 375 4. SEED AND MULCH BASINS (EXCEPT BOTTOM AREA) AND DISTURBED AREAS OF DEVICES UPON COMPLETION OF I 0 0 0 0 0 0 0 0 0 ` 0 0 O 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 O 00 O 001/1 \ �2 0 0 0 0 0 <O O O O AO O O O O O 00 O O O O �O O O O O\ O O O O O O O C O c CONSTRUCTION. SEED DIVERSION BERMS. SEE GROUND STABILIZATION CRITERIA BELOW FOR MORE c� oo�e0000 o /000 00 \o0 00 �0 000000000000 0 000o UNNAMED TRIBUTARY o -J G A ��00000000oo0AO \ O 000 00 000000 000 000000 C O 589�-64-0620 / INFORMATION. / v «0°0°0°017 ° o o°o°o <,> Q o% 0 00 0 04 \O<V°> ° o°AoAOo o°o° o°o° °0 0 0 O<> °o° °0 °c TO TOMAHAWK CREEK MEADOWLARK DEVELOPERS LL A P � 0 000 0\o O�oo \000 00 000\o<<>>C> \O� o\o 0 / D 000000 0000 O 00 00 O 00 O 0000 0000000000000 5829 ZINFANDEL ST \ 0 0 0 C> 0 o O O o o O O O o 0 0 o O O O O o 0 0 0 O O O O O O O O o5 INDEX: 12-94-9-1 GROUND STABILIZATION CRITERIA: (n DB: 3340 PG: 375 O O O O o0v0v0v00000 000 0 � O°O°O°y �\y 0, 0 0 O/ / O°o°o o°0 0 0 0 °O°O°o°o o° vo O v C LAS S C I GRADING& EROSION CONTROL LEGEND: Q� yyy000�00\O\ 0 000 O 0w000000 000\\0 0000 / 7 [Y / o000 000000 00 0o OO O o0>00o OOOOOOOOOO o000 0 wy T �0000\0O \0v/\O 000", 00000e��"ovovo 00000 000 OO OO\OOO 00 C� J Co �> O yOOOOO OOO OO 000/O OOO \OO O 000O0O�C6� O OO�OOOO 0 m 5896-54-2566 O 0000 00 000 000 000 Oy 00 000000 OOOOOOO m O O O O O \O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O <�O<�O O O O O O O O PROPOSED CHECK DAM L�J n_ �J CASSIE AND DENNIS CAMPBELL C O 0000 O O O O O O O /OHO O O O O O O O O O O O O,XO„O„O„y O„O„ O„O„O„O„O„�,O \ 0 O v000v00 v000 Ov0 5896-54-9563 WETLANDS Q2 v\o0000000 00000 0� o O 0000000< >oo W o 1754 SWEETGRASS TRL 0000000 \0000 00 00 000 0000 000 �+ 00 00 000 WISHON AND CARTER n DB: 3396 PG: 4147 O O� O O O O O O O\OO�O O O O O O O < TREE �7AVE AREA > O O O O O O O O BUILDERS INC DELINEATED BY. PROPOSED SILT FENCE STONE OUTLET o 0 0 00 0„ 0 0 0 0�V 0' >�� 000\0 0 0 0 0 0 0 0 0 0 / O 00000 O 000 O O 00 00 O< > O 000000000 5835 ZINFANDEL ST m 000000. o 000® O OO oo OOOOOvo�00000000 000 0 0 00 \ MICHAELT.BRAME 00X00 000000 �00 O\O o �00 00 00�0000/000 000000 O O 0000� DB: 3411 PG: 4492 13 PROPOSED WIRE& GRAVEL INLET PROTECTION I 349 0000000 000 0 000 000000 0000000000 000000 0000000 0< \ 0000 0000 00 0000000000000 000 000 000 0 0 000c/ PILOT ENVIRONMENTAL O 0 O o0 00\ 00 00 000000,>000o000 000000000 O 8 PROPOSED STONE DOUGHNUT INLET PROTECTION �� 0 ° °O\° o y��/<> °\ - p0<>0 o°o o°000° °o°o°o°o°o° �o o°o°Ao°o° o°o�o\o° °o°o°o°o o°o° O \ \ KE R N E R SV I L L E, NC 27285 1 �0000 0 0000\00000�0 00�00\/0 000000 00000000000000 336-310-4527 0 0 0 0 0 v o 0 0 O 0 0 O, O 0 0 0 0 0 0 0 0 0 o 0 o 0 0 0 o 0 0 0 0 0 0 O 0 0 0 000\O o000 00000000000 00000 o0 0000000 O \000PROPOSED SLOPE DRAIN \ 000 000 000 0 0000000 000o 00 00 000000000000 o P 0�0V0000 O\O�/////oO\O\/o�000 //0�00�0000O� O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O 0 0 0 PROPOSED SKIMMER OUTLET 0 0� o o oo o�o 0 0 0,�0„� 0 0 0 0 0 0 0, 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 5896 54 a495 P� 0 0 y� 0 0 0 0 0 0 0 0 0 0 0 0 0f<C 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o o O O y </ 5896 54-2456 / \ O= JO O O O O O, OCO O O0 O O OO O O O O O O O O O O O O O O� O O O C WISHON CARTER BUILDERS INCNv / 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 / 5841 ZINFANDEL ST / O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O P STABILIZATION SITE AREA STABILIZATION TIMEFRAME DESCRIPTION TIMEFRAME EXCEPTIONS PERIMETER DIKES, SWALES, DITCHES, & 7 DAYS NONE SLOPES IF SLOPES ARE 10' OR LESS IN SLOPES STEEPER THAN 3:1 7 DAYS LENGTH & ARE NOT STEEPER THAN 2:1, 14 DAYS ALLOWED SLOPES 3:1 OR 14 DAYS 7 DAYS FOR SLOPES > 50 FEET FLATTER IN LENGTH ALL OTHER AREAS WITH 14 DAYS NONE SLOPES FLATTER THAN 4:1 NAG S75BN MATTING CHARLES AND TANYA SELLARS / O O O O O O O O O O O O O O O O O O O O O O O O O O O O O \O O O O O O O DB: 3497 PG: 3987 \ 1774 SWEETGRASS TRL v� O O O 00 0 00000 0000000 00000000000 000�\ Op / DB: 3292 PG: 3359 / O�O O\O O O �'O FAO A> O O O O O O/ 00\O g <C O \ \ 0V � O O O ��O O O O\000 \ O A Q� Q� 100 PROPOSED MAJOR CONTOURS � �� 0, 0 o O O O 0 \0 0 <A- C> O O O O"O 0 O O O%O O O �0 O O 6 O O O�O 5. PERFORM THE SELF INSPECTIONS AT PHASES OUTLINED BELOW AND DOCUMENT THE INSPECTION IN WRITING ON 350 O' L.. C O O O oo O O O 00 0o O O O O O O O O O O 0`°� �r .� APPROVED FORMS AVAILABLE FROM THE CITY OF WINSTON-SALEM INSPECTIONS OFFICE. 101 PROPOSED MINOR CONTOURS / \�� _��„�'�o�� o 0 0 0 0 0 o 0 0 0�0 o c A Q. 0�0 0 0 0 \ \ \ v \ THE PHASES AREAS FOLLOWS: PROPOSED STORM DRAINAGE LINE _ �,3 // / � / $�0 �/ `e 328 LLC e. INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES. ( \ A -100- EXISTING MAJOR CONTOURS 5896-54-8 / \ I MEADOWLARK DEVELf. CLEARING AND GRUBBING OF EXISTING GROUND COVER. 101- EXISTING MINOR CONTOURS I /' 5847 711NFANDEL ST OPERS g. COMPLETION OF ANY PHASE OF GRADING OF SLOPES OR FILLS. DB: 3340 PG: 375 \ / 5896-54-7320 / � \ h. INSTALLATION OF STORM DRAINAGE FACILITIES. SD EXISTING STORM DRAINAGE LINE l MEADOWLARK DEVELOPERS LLC \ 10 i. COMPLETION OF CONSTRUCTION OR DEVELOPMENT. DIVERSION BERM DB533340 ZINFAPG E NDL 375 ST \ j. ESTABLISHMENT OF PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION. FLOW / SWALE LINE 351 \ North 6. CONTACT THE CITY OF WINSTON-SALEM EROSION CONTROL INSPECTOR FOR INSPECTION ONCE ALL TEMPORARY 11 EROSION CONTROL MEASURES ARE INSTALLED AND PRIOR TO ANY ADDITIONAL LAND DISTURBANCE TAKING PLACE. LOD LIMITS OF DISTURBANCE THE ARBORS AT MEADOWLARK SCALE: 1" - 60' ONCE APPROVAL FROM THE INSPECTOR IS RECEIVED, THE AREAS DRAINING TO THE EROSION CONTROL MEASURES CAN BE DISTURBED. SILT FENCE (TYPE I) \ P.B. 67 PG. 1 / 60 0 60 \ / 7. CLEAR AND GRUB REMAINING AREAS. 8. PROCEED TO STAGE 2. K • stimmel LANDSCAPE ARCHITECTURE CIVIL ENGINEERING LAND PLANNING 601 N. TRADE STREET, SUITE 200 WI NSTON-SALEM, NC 27101 P:336.723.1067 F:336.723,1069 www.stimmelpa.com SEALS NCBEES CERT. NO.: C-1347 CARp SEAL 14985 = 4/21/22 PROJECT: wZ C� F p Z W Z) 0 U w � O ILL CLIENT: ADAMS PROPERTY GROUP 2298 MT. PLEASANT ST. CHARLESTON, SC 29403 (843) 941-4027 DATE: 02/01 /22 REVISIONS: 1A 03/15/22 CITY OF W-S COMMENTS Q2 04/21/22 CITY OF W-S COMMENTS DRAWN: TEG JOB. NO: 19-057CD SHEET TITLE: EROSION CONTROL STAGE 1 PLAN OVERALL SCALE: 111=60' SHEET NO.: C=3mOO QC STIMMEL ASSOCIATES, P.A