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Home My WebLink About20110120 Ver 1_Site Plan_20110613 (2) Steenhuis, Joanne From: Stuart Artman (sartman@hsweng.comj Sent: Wednesday, June 01, 2011 6:57 PM D /aU To: Steenhuis, Joanne; richard.k.spencer@usace.army.mil Cc: Kim Williams; Mike Osborne; Linda Hoffman D Subject: Lejeune P 032 401/404 Permits ,JUN � Attachments: "Overall Sediment Control (4 sheets).pdf; ATT00001..htm/ `' 2011 LJAI Joanne: The constructed stream will have a 6-ft wide bottom. During high flow conditions,velocities within the stream will be greater than 2 fps. (up to+/-5 fps for the 100 year event). Under normal low flow conditions,velocities in the stream will be less than 2 fps and sediment will be deposited in the stream bottom. Thus the design of the new stream will allow for natural development of sinuosity that likely will increase over time. Attached is a combined pdf of the Erosion Control sheets(4).As discussed, these sheets have temporary impact areas noted and numbered.As well,there is a table listing and totaling the impacts. These are the overall erosion control sheets. If you need to see more detail,we do have them at a larger scale....(so they can be read and used by the contractor)...just let me know if you need them.....about 20 sheets though.... 1 2 2 4 5 Elf 2_ 2_ LO CD 0 SEE SHEET EC-1 01 FOR CONTINUATION U U� .................................................... .............................................. . ................. ...................................................................................................................... ............................................................................................................................................................................................. ................ ......................................... ....................... ....................................... ::::::::: I �..............................................................:..:..:..:..: ................................................................ ..................................................................... ....... ..................................................................... ................................................... .... ............. ... < -Z D GRASSI G INFORMAT L0 HE............................................................... ............................................................... ..............................................................H2EHHHHHHH.s:'HH D p ETLAN 7 7z ,7"_7 )T x ...... ............... SEEN E2THIS H7 N Z W 0 304"B IVVJDA _j LONG TOB (TYP.) [10'] OF BER UDA z w ALONG TOB (T .............. D ............ .�.............. ... ..... cn ............ E/I \----AREA TO BE CLEARED AND GRUBBED S, BERMUDA SOD 3:1 OR GREATER F SLOPES (TYP.) US Army Corps [10'] RING OF of Engineers BERMUDA SOD Engineering and Support Center Huntsville,Alabama B AROUNDTOB ........... F"" ........... Y\ T\ 'x �2 Y Y F, L C C Y\\\\ z NAMAC SEAL k�\V\ x SUBMITTED BY Y L L FIRM MEMBER L DATE z APPROVED A\A, ........... 0 V E L L x xxxxxxxxx ........... 0 z SATISFACTORY TO XX ACTIVITY WETLAND DATE /XX/XX AREA L\ APPROVED Y\ \F\ 'FL\ L U� FOR COMMANDER NAVFAC L DATE LL TEMPORARY WETLAND IMPACTS DES PAWO DR TJK > ........... 0 CHK SA GO LLH Impact Number Sq Meters Sq Feet DESIGNER ..........."'F C) 0 1 111.42 1199.31 REVIEWED BY \\\\Nx\ \� " F/F 2 262.16 2821.87 GO ........... < DESIGN MANAGER Uj 3 12613.76 135773.38 FIRE PROTECTION 0 F'\\ EL 4 100.40 1080.70 LL, BRANCH MANAGER LLI ........... ENGINEERING DIR. > 5 5631.09 60612.55 LLI U < U YA, F, U� 6 25.48 274.26 HLI < F/'/ F\ U) Z LL] 7 1350.15 14532.89 < > - LLI LU HL B B \\\\�,\nN HLI 8 1653.40 17797.05 LLI ou 0 LL \\A\ A� HLI U)9 1018.00 10957.66 LL1 0 bV C) 0 LL D 10 6316.48 F\ 0 LF 586.82 < < F� U F\ EL 11 1303.55 14031.30 V� 0 0 CH LL1 �F Lu wog 6603.44 FFQ 613.48 L, 12 < 0 YL;�/ Ln Z FF Y' U _j LL1 Totals 25158.29 270801.58 < < j I- > 2 > LF vvV Y\ < I- C�j < LL L\ WETLAND NOTE A > Q_ CONTRACTOR TO MINIMIZE DISTURBANCE IN < 0 0 E U A� THE TEMPORARY IMPACT AREAS. THERE SHALL z z 0�: BE NO GRUBBING, ONLY REMOVAL OF TRASH x Y LU 0 FA, AND DEBRIS FROM STREAM AND OR DITCH x 0 FY// LU U 0 0-) AREAS. IN THE AREAS OF TEMPORARY IMPACT z 0 Ln ADJACENT TO GRADING AREAS.. LF (D LLI _j H� Z <EF� FEE EL'/ DO NOT PARK MACHINERY IN ANY LLJ m LL-1 HLI TEMPORARY IMPACT AREA. L\ > LU < < U < U� LFF U� COMPLETE WORK CAUSING THE FL LF A ' TEMPORARY WETLAND IMPACTS AS SOON GENERAL NOTES U� 0 Ln EA H� 1. EROSION CONTROL SHOWN ON THESE PLANS DO NOT RELIEVE 0 Z 02 AS POSSIBLE. U < TO, < CE)'FF THE CONTRACTOR FROM USING BEST MANAGEMENT PRACTICES. LL < A// % 0 LFF LL RESTORE EXCESSIVE (+4 inches) VEHICLE 2. ALL AREAS 1/4 AC. OR LARGER UPON FINAL GRADING SHALL BE E\ RUTTING TO ORIGINAL GRADE. HYDRO SEEDED WITHIN 15-30 DAYS AND PROTECTED FROM /E/ L LLI L 24 < § U > A - MINIMIZE PLANT DISTURBANCE, USE ONE FURTHER DISTURBANCE. a_ < " < A �D LLI z < 0 TRAIL. 3. STREAMS, DITCHES & BORROW PITS TO HAVE TEN FEET OF SOD CE _> PLACED ALONG THE TOP OF BANK AS SHOWN ON PLANS. CODE ID. NO. B0091 SIZE D 4. ALL SLOPES GREATER THAN 3-1 SHALL BE SODDED AS SHOWN ON SCALE: 1:600 PLANS. N MAXIMO NO. 5. SEE SHEETS EC-104 THRU EC-503 FOR DETAIL BASIN AND JOB ORDER NO. P-OJ2 o EROSION CONTROL LAYOUT AND DETAILS. SPEC. NO. 57325 HLI CONSTR. CONTR. NO. IF- 6. EROSION MATTING USED ONLY ON AN APPROVED CASE BY CASE 0 Hb- VVEvs-ain .......... BASIS, DUE TO FOLLOWON USE OF THIS AREA FOR PERSONNEL ....................... EY ....................... NAVFAC DRAWING NO. .......... .......... TRAINING. RANCE RES10 MAN 12590672 .......... ............ ................................... T,�AN 30 L HLI 7. ALL AREAS REQUIRING EARTHWORK (CUT/FILL) SHALL BE 0 50 150 250M SHEET PAGES < CLEARED OF ALL VEGETATION TO GROUND LEVEL. 0 LI 0 1 2 5 H EC - 100 3 4 5 DRAWFORM REVISION 01 AUGUST 2004 1 2 B 4 B Elf Q TEMPORARY WETLAND IMPACTS o Impact Number Sq Meters Sq Feet 1 111.42 1199.31 2 262.16 282/ .87 Lz' 3 12613.76 ;1-85773.38 GENERAL NOTES: i%;' 4 100.40, 1080.70 1. EROSION CONTROL SHOWN ON THESE PLANS DO NOT RELIEVE '" 5 563Q9' 60612.55 THE CONTRACTOR FROM USING BEST MANAGEMENT PRACTICES. 6 28 274.26 2. ALL AREAS 1/4 AC. OR LARGER UPON FINAL GRADING SHALL BE i o HYDRO SEEDED WITHIN 15-30 DAYS AND PROTECTED FROM 7// 1,�50.15 14532.89 FURTHER DISTURBANCE. ' ;;8 1653.40 17797.05 0LO 3. STREAMS, DITCHES & BORROW PITS TO HAVE TEN FEET OF SOD PLACED ALONG THE TOP OF BANK AS SHOWN ON PLANS. 9 1018.00 _ ;10957.66 -J w 4. ALL SLOPES GREATER THAN 3:1 SHALL BE SODDED AS SHOWN ON 10 586.82 ��16.48 Q z PLANS. �� ' '� � ;�' /Oi� 11 1303.55 14031�3Q", 5. SEE SHEETS EC-104 THRU EC-503 FOR DETAIL BASIN AND EROSION CONTROL LAYOUT AND DETAILS. 12 613.48 6603.44 6. EROSION MATTING USED ONLY ON AN APPROVED CASE BY CASE % �� „i , Totals 25158.29 270801.58 BaaaaaBcn BASIS, DUE TO FOLLOWON USE OF THIS AREA FOR PERSONNEL TRAINING. WETLAND NOTE.� , � - ,"; ..- � '• /„� ` 7. ALL AREAS REQUIRING EARTHWORK (CUT/FILL) SHALL BE �,/ CONTRACTOR TO MINIMIZE DISTURBANCE I y CLEARED OF ALL VEGETATION TO GROUND LEVEL. = THE TEMPORARY IMPACT AREAS. THERE SHALL BE NO GRUBBING, ONLY REMOVAL OF TRASH V US Army Corps of Engineers AND DEBRIS FROM T R EAM AND OR DITCH Engineering and support center AREAS. IN THE AREAS OF TEMPORARY IMPACT Huntsville,Alabama U/ ADJACENT TO GRADING AREAS.. ANY iB DO NOT PARK MACHINERY I TEMPORARY IMPACT AREA. WORK CAUSING THE Z %� � TEMPORARY WETLAND IMPACTS AS SOON 0 AS POSSIBLE. TEMPORARY WETLAND /B % -%' 'B ; ' �. _ IM PACT AREA s - RESTORE EXCESSIVE (+4 inches) VEHICLE RUTTING TO ORIGINAL GRADE. Z MINIMIZE PLANT DISTURBANCE, USE ONE '"/ — r TRAIL. ZNAMAC SEAL AREA TO BE CLEARED BY HAND OF DEBRIS AND 0 SUBMITTED BY ' " O SEDIMENT ACCUMULATION (SAND BARS) %- U L L FIRM MEMBER /B B/ \ /i��' DATE LL APPROVED % X XXXXXXXXX 0 i %' A ACTIVITY - DATE SATISFACTORY TO /i' ' XX / /XX/XX APPROVED O ' LLI O j FOR COMMANDER NAVFAC CD DATE DES MWO DR TJK O ;� ,i,i/ �% � '%i' CHK SA GC LLH O /U/ /,�i DESIGNER O , i�0 ice, ,ii �B REVIEWED BY "U B W QC �-Q / i / ,' ,�' %%' W DESIGN MANAGER i� , , FIRE PROTECTION CD EL BRANCH MANAGER . ' ENGINEERING DID. U, O wi O - - - - ,��, - - - - - - - - - - - - - - - - - - - - - - CE EE U B - - - - - - - - - - - zZ B O ,i B w o � 0 _ Lv RMUDA s 3:1- - - - - - - - - V V E - - - - - - - - - - - - - O H O O /' 3048 [10'] OF ERMUDA SOD GREATgf - - - - - - - - - - - - - � � `� - - - - - - - - -% Q o B B , B O - - - - - - - - - - - - - - - - - - - -FTyP-)ALONG TQb'(TYP. SL - - - - - - - -Q WE-T LAVDi � - - - - - - - - O— - - O U o- - - - - - - - - - - -AREA - - - - - - - WU 3048 [10] BERMUDA W O- - ONG (T P.) vZ LJ-J f — _ _ _ _ NO WORK OTHER THAN AREA TO TLAND Q Q TEMPORARY WE w B� �'' _ TEMPO WETLA BB 'GETATI N TO IMPACT AREA 4 U Q y IMPACT 2 BB� GROUND LEVE AREA aE�� R T'E� �o ,, > 0 m O B w Q 0 O eecuwrc exce u4 F or ,aEE eaoeo o Re RE 7 EL B t IND- wb { B W � 0 O O O �_ / TEMPO RY moo} �,. l Q o ��B '�% �' WETL ND .' GRASSING INFORMATIOi ��o" -I _ a O �, ,'�' = I M PAC RE .� B Z Q W m 0 - - - SEE NOTE 2 THIS SHEE o � � �� ,� U� W %" � O -. O Q B t . AREA-:-, ,.., m / �.I W HLI . EE O V O a - F /� �� U O - B - Og O - - - - - - � w _ O WETLAND z C,, - - - - - - AREA - �...,„a C�R;��SI INF R TIO — O L �; - - - - - - - - - B� SE T TH S 02 BB UQ � - - - LL O 6„ WET AND w L� O Z - - - JIVETLAND - - - � �I w r � AREA . A, Q Q Q Z � .. �.....: z .... ....... ....... ....... 0....... ... ........ ...... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ..... .... ... ....... ....... ....... ....... ............................ ..... ...... ....... ....... ..... O O B w v �t x B w � B SEE SHEET E -1 FORCONTINUATION ODE ID. NO 0091 SIZE o S S C 00 O 0 SCALE: 1:600 O W JOB ORDER NO P-032 SPEC. NO. 57325 O W CONSTR. CONTR. NO. 0 H .r,nc NAVFAC DRAWING NO. ..... 2590673 :: 0 0 50 1 5 0 2 5 0 m SHEET PAGES w 1 2500 B B o 10 1 1 � � 4 5 DRAWFORM REVISION: 01 AUGUST 2004 1 2 2 4 2 Elf GENERAL NOTES: TEMPORARY WETLAND IMPACTS 1. EROSION CONTROL SHOWN ON THESE PLANS DO NOT RELIEVE L THE CONTRACTOR FROM USING BEST MANAGEMENT PRACTICES. Impact Number Sq Meters Sq Feet 2. ALL AREAS 1/4 AC. OR LARGER UPON FINAL'GRADING SHALL BE 1 111.42 1199.31 HYDRO SEEDED WITHIN 15-30 DAYS AND,PROTECTED FROM T FURTHER DISTURBANCE. �% 2 262.16 2821.87 3. STREAMS, DITCHES & BORROW PITS TO HAVE TEN FEET OF SOD 22 3 12613.76 135773.38 �j;;�� 2\\ PLACED ALONG THE TOP OF BANK AS SHOWN ON PLANS. 4 100.40 1080.7 � :V2 4. ALL SLOPES GREATER THAN 3:1 SFfA BE SODDED AS SHOWN ON % PLANS. 5 5631.09 6 ; ' 5. SEE SHEETS EC-104 THRU EC-503"FOR DETAIL BASIN AND 6 25.484.26 �'� �� EROSION CONTROL LAYOUT AND DETAILS. 7 1350.15/ ��"14532.89 U�2 6. EROSION MATTING USED ONLY ON AN APPROVED CASE BY CASE i2 8 1653 17797.05 L, BASIS, DUE TO FOLLOWON USE OF THIS AREA FOR PERSONNEL o 960 10957.66 N z TRAINING. 1 . _j w 7. ALL AREAS REQUIRING EARTHWORK (CUT/FILL) SHALL BE /U� 10 86.82 6316.48 o �� CLEARED OF ALL VEGETATION TO GROUND LEVEL. i 11 %'� 1303.55 14031.30 w 613.48 6603.44 r T, , �\ Is 25158.29 270801;58 UT , ,WETLAND NOTE. , ' ONTRACTOR TO MINIMIZE DISTURBANCE IN T L HE TEMPORARY IMPACT AREAS. THERE SHAL '%� BE NO GRUBBING,. ONLY REMOVAL OF TRASH US Army Corps of Engineers AND DEBRIS FROM STREAM AND OR DITCH 9 rtc CQAI/ enter ,�' CT Huntsv�le�Aabama�� en er "��roaE�R�Eo � � i o sMoor�roPRo�oE AREAS IN THE AREAS OF TEMPORARY IMPACT SEECG510PA�E �OT DErao PA ��\ ;;�,� ADJACENl�TO GRADING AREAS.. DO. NOT PARK MACHINERY IN ANY T IMPACT AREA. COMPLETE WORK CAUSING THE T, AA TEMPORARY WETLAND IMPACTS AS SOON Z � �2 AS POSSIBLE. RESTORE EXCESSIVE (+4 inches) VEHICLE RUTTING TO ORIGINAL GRADE. C %" /4 %' - MINIMIZE PLANT DISTURBANCE, USE ONE C ' \ % TRAIL. OF SEAL - /� SUBMITTED BY O j / �� o FIRM MEMBER DATE % \/ ' APPROVED //, O �i, i 0 � , `� �` /��'' X XXXXXXXXX LL O ACTIVITY— SATISFACTORY TO �// DATE XX/XX/XX AREA TO BE CLEARED BY HAND OF DEBRIS 4 %�'� APPROVED AND SEDIMENT ACCUMULATION (SAND BARS) SILVICULTURE AREA �� ' `�� //' o AREA TO BE CLEARED "�' 2�� w � OF ALL TREES OR COMMANDER NAVFACC w DATE LLI U DES MWO DR TJK O m CHK SA GO LLH O LLI O > DESIGNER LLI O ' �� //i ��` REVIEWED BY TEMPORARY WETLAND �'� �jj, J QHLI 0 IMPACT AREA 5 z Qc Q j' DESIGN MANAGER Q ,� �� ,��' z FIRE PROTECTION O LLI2 , LU �'� ,'� - - / i BRANCH MANAGER ENGINEERING DIR. U s ✓' - - - - - - - - - - - - 22 ��, - - - - - - �/ , Lu z Q , / z O C) U \ a ;�� . - - - - - - - - - - ��' Q o Q HLIU O z L1J ,, , - - - - - - - - - - - - - - - Q �',.� -AREA f) BE CLEARED BY HAND Of DEBRIS �:� - - - - - - - - �! w z B LHLI,-I AND, ZlMENT ACCUMULATION jSAND BARS) '% ' U z % . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - - - - . . . . . . . . . . . . . /, Q O /,. ' i -% O - . - . - . - ¢ - - Li - - - - - - - - - - - - - - - -Vi/� AN-D . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o z LLI 0 i, -TEM//RARY WETL N ��'��- - - - - ��, z o . �. IMPACT` .� - - - - �;� � �'' 2 0 2U CH . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Uk - - - - ,,�� -� - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . � w o v LLI y \ 2- - - - . LLI - - - - - - - - - - - - - - - %4 - - - - - - - - f�TL-AI�D- - - - - - - - ° - - - - - - - - - - - - -TEPUU . RARY WETLAND- - - - - - - - - - - - - �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FACT AREA 6 - - - - - - - - - - - - - - - - - - - - - - - - - - - - � O O - - - - - - - - - - - - - o 0 —�-... �'' Q ' _ \ �� m C _ _ F . . i i 1 OF BERMU ,� `' - - - . �q;. . . . . . . . . . . . . . . . . . . . . . — A .TLAND 1 ALO ) B DA D ® �, . O v o a�A OR GREA R �.. s - W LU O o 0 ��.. TY o \ 1 ,, — - , Z i HFWETLAND LLI C -„ 2 c� 2LLI \ W 2 \4� LL Z Q RE�4 ........... .... . W co o U i/ zU) O > Q III� LL GREATER ; % Q \ W SLOPES (TYP.) � — a FTT` /V� I 0 LLI \ RA Ln 3048 0'] OF DA / / - / o O L� CID m ALO TOB (T Q U ;SING INF RMATIO�f T v ,x SEE NOTE 2 THI SHEET 2' ELT] o v GRASSING INFORMATION �'%� BERMUDA SOD 3:1 Q Z LLI . ,�, w i SEE NOTE 2 THIS S ,: ET %' <� Q o o , o G SOLOPESATYP. o El- DA Nv O �._ 2 ....... ........: n..n � n � x . CODE ID. N0. 80091 SIZE D s s � s .. s ................. ...._........ ........ ..... ......... ......... .. ........... x" ....:.. ......._.. s".__^.. °i ,: ,: ,: ........ ...._....... s ......_....±' s ......... .._._........ ,: � ,:: :: .........YX' ... ...... ......... .. � -Y .�,} � ......... ........X..... ......... ....... .. .. .. .. .. ............... .. .. ,: ......... a .......v..._ +'...xx...x. .,..0 ..v.4..._.....i.... i ......... .. .. .. ... SEE SHEET EC-103 FOR CONTINUATION SCALE: °°° JOB ORDER NO P-032 SPEC. NO. 57325 0 W CONSTR. CONTR. NO. 0 H Evigine rhu NAVFAC DRAWING NO. \90674 Q :: 0 5 0 1 5 0 2 5 0 m SHEET PAGES w o2500 EC - 1 22 1 2 3 4 5 DRAWFORM REVISION: 01 AUGUST 2004 1 2 2 4 2 Elf C w 0 0 U w 2 SEE SHEET........................................ EC-102 FOR CONTINUATION 2 } :w: .... ......., , ...ur.. .... ........X ...... .��...... ... ... .... ....... ...... __...� .......... ....... ........ ......: ....... ....... ....... "':..�".. ��... ......... ......... ......... ..... .. .. .................... ..........................._. ..................................................................................................... ......... ...... ......... ......... ......... ......... ......... ......... x� ... ..... ......... ......... .. ............ 4 22 u � � o 4 ....... , Z. O I oa �Eo 2 � 2 I s�o ANo o o TEMPORARY WETLAND d 0 d R PA.o 0 90% 2 j r Q z � IMPACT AREA 8 3 48 M , , Q A YID.)- FLL Eo . - - - - TEMPORARY WETLAND 2... ,RwGR�oro IMPACT AREA 9 UASO 3: R �x� H aaaaaaa cn aEo wETLAN j ° AREA T CLE R NO WORK OTHER THAN AREA rt ;- R � �� BERMUDA SOD 3:1 S (TYP. A F :3J . . . . - GR U ALIOV L BE CLEARED OF V ET. . . _ _ _ _ _ - - - _ OR GREATER s -y _ _ _ _ _ _ _ - TO GROUND LEVEL- - - - - - - - - SLOPES (TYP.) ;�` WETLAND- . . . . . . - . . . . . . . . . . .AREA . . . . . . . . 6069F "I IX r r _ _ _ _ /... . . . . . . . . . . . . . . . ��o - - - - - - - - - - - - - - - - - . - . - . - . - . - . - . - . - . - . - . - . SArmyCorps roaEN STALLED o EXIST /, 2 . . . . . . . . - . . . . . . . . . . . . . . . . . . . of Engineers v - 9 . . . . . . _ _ _ _ _ . . . . . . . . . . . . . . . . . . . . . 3048 [10'] RING OF Engineering and support Center WFTL9ND_ � Huntsville,Alabama wwta ro ...- �/ �s�rn Dees - - - - - - - - - - - - - - - - - - - AROUND TOB AREA ` BERMUDA SOD - - - - - - j�/ - TENIPORARYWETLAND l - - - - - - - - - - - - - - - � j��i- IMPACT AREA - - - � �� - - - - - W�TLA Np - - - - - - /; - - - WETL 'ND. - - - - - - - - - - - - - - - - - - - - - I�u //i%�� . . . . . . .; _ �2 i /i WETLAND - - / . . . /.ETLT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . WETLAND _ _ _ _ _ _ �2 AREA- TEMPORARYW �� - . - . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2 C - - - - 4 -IMPACT AREAT T,/,/` ''O C Z . . . . - . . . - - - - - - - - - - - - - - - - - - - - - - /� O. - - - - - - - - - ; NAMAC/ SEAL / i` �.. s F- / �i �i/ SUBMITTED BY -I ii WETLAND - - - - - - - - - - - . . . . . . . . . . . . . . . . . . . . 4� i / FIRM MEMBER ii � J - AREA��;1 , TEMPORARY WETLAND - - - - - - - - - - - - - - - - - - - - - - -�- . . . . . . . . < K19 2� DATE - - - - -/ i;' - IMPACT AREA - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . - _ - _ - - Js�� N APPROVED _ �� ° z V�IET �, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - »�� 8 �� X XXXXXXXXX O /_, �' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - NO WORK OTHER THAN AREA TO ACTIVITY- SATISFACTORY TO XX XX XX - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - BE CLEARED OF VEGETATION DATE APPROVED /,// - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - g TO GROUND LEVEL `` �i, � ;�/} / TEMPORARY WETLAND IMPACTS OR COMMANDER NAVFADATE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A . - - - DES MWO DR TJK > O . . . . . . . . . . . . . . . . .WETLA1�I�p - - - - - - - - - - - - - - - Impact Number Sq Meters Sq Feet cHK sA oc LLH 0 o - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 111.42 1199.31 DESIGNER U = 2 262.16 2821.87 REVIEWED By W w - \ QC Q . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 12613.76 135773.38 DESIGN MANAGER CD w o 4 100.40 1080.70 FIRE PROTECTION w : 5 5631.09 60612.55 El- BRANCH MANAGER > _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ENGINEERING DIR. U . . . . . . . . . . . . . . . . . . . . \ 6 25.48 274.26 U Q U O w 7 1350.15 14532.89 0 z O W - - - - - W 2 w } 8 1653.40 17797.05 O O 2 W11111w 9 1018.00 10957.66 0U H o 4 O Q o m O 10 586.82 6316.48 w Q' o � Q 11 1303.55 14031.30 w z Q 2 12 613.48 6603.44 w p Q w 2 Totals 25158.29 270801.58 N Z J L_L_I J O V, JQQ WETLAND NOTE: CONTRACTOR TO MINIMIZE DISTURBANCE IN Q O m THE TEMPORARY IMPACT AREAS. THERE SHALL Q (D BE NO GRUBBING, ONLY REMOVAL OF TRASH Z Z 2 AND DEBRIS FROM STREAM AND OR DITCH w O 2 AREAS. IN THE AREAS OF TEMPORARY IMPACT LU O ADJACENT TO GRADING AREAS.. Z ~ - DO NOT PARK MACHINERY IN ANY Z Q m J 2 TEMPORARY IMPACT AREA. w o Q Q - COMPLETE WORK CAUSING THE Q w Q m TEMPORARY WETLAND IMPACTS AS SOON w w Ln GENERAL NOTES: AS POSSIBLE. 4 O - 0 O m 1. EROSION CONTROL SHOWN ON THESE PLANS DO NOT RELIEVE - RESTORE EXCESSIVE (+4 inches) VEHICLE 0 < Cn U Q THE CONTRACTOR FROM USING BEST MANAGEMENT PRACTICES. RUTTING TO ORIGINAL GRADE. o LLF LL O 2. ALL AREAS 1/4 AC. OR LARGER UPON FINAL GRADING SHALL BE Q w L Z 4 - MINIMIZE PLANT DISTURBANCE, USE ONE _ HYDRO SEEDED WITHIN 15-30 DAYS AND PROTECTED FROM TRAIL. Q > 2 o FURTHER DISTURBANCE. o Z : O N 3. STREAMS DITCHES & BORROW PITS TO HAVE TEN FEET OF SOD CODE ID. N0. 80091 SIZE D PLACED ALONG THE TOP OF BANK AS SHOWN ON PLANS. SCALE: 1:600 4. ALL SLOPES GREATER THAN 3.1 SHALL BE SODDED AS SHOWN ON N MAXIMO No. PLANS. JOB ORDER No. P-o32 0 5. SEE SHEETS EC-104 THRU EC-503 FOR DETAIL BASIN AND SPEC. No. 57325 � EROSION CONTROL LAYOUT AND DETAILS. CONSTR. CONTR. No. 0 6. EROSION MATTING USED ONLY ON AN APPROVED CASE BY CASE . . . eeri c,J BASIS, DUE TO FOLLOWON USE OF THIS AREA FOR PERSONNEL NAVFAC DRAWING No. LLI TRAINING. F : 12590675 Q 7. ALL AREAS REQUIRING EARTHWORK (CUT/FILL) SHALL BE 0 50 150 250m SHEET PAGES w CLEARED OF ALL VEGETATION TO GROUND LEVEL. 1 2 5 00 o 103 1 2 3 4 5 DRAWFORM REVISION: 01 AUGUST 2004