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Home My WebLink AboutSW5120101_Demolition/ESC Plan_20130410_._ _. _ _. _. .�_..1,_.-.�. s-.. r r.. . _ �. - _ . f- . a ,r u I_.1_ ..•. .. -�- - yA. u .. r. ,f.. .•... --. .... _ .� ... ... ..�� f ..... �. i..�..a�.ei- i i 1 / + i �qP I i SILT FENCE OUTLET \ 11 IN \\ ® / / / y / 'I/f \ vrc��p. \ +i\\,��4\\ \ '�� SILT FENCE (TYP) 4- NOTE: S UNDER THE ADD ALTERNATE, THE ASPHALT GRINDING A THE REEDY CREEK ROAD SITE SHALL NOT GO BENEATH THE STONE SUBGRADE. LIMITS OF SEDIMENT OTHERWISE A SOIL AND EROSION CONTROL PERMIT WILL BE REQ D DISTURBANCE \ It \ \ \ 1 ` �� `\ I� \ APPROX. FOR THAT SITE. LIMITS OF CLEARING — / \ _ ~~ram`�� \ \ , \ \ \ \\\ \\ I ` IN It IN \ ,\ GIB/.`��\ uUY l t \ \+ \ \ \ \ .10 N. It I. �� _ / /: `�)' \� / fi/ ' I/� TEMPO RY DIVERSION \\ 14 \ 4` • / /= - \ \ •� ��r-yl`dv,1 '!�'- . .fff DITC /P� ANEI� DITCki�- \ \ INSTALLED AT BEG NING ® :;' / It \ OF C0 STRUG` ION / /' '�` r r11 ri%`• '/' / fff; \ �:=- "� / , � / 1 A�i ,r \ � ' � ''� \ 7 � � \ �� 0•�. � / � �� ,,�''?� _ \ \ \ � � ' i ,�\ � ji!/ �/ \ � III,' /` �P �I IK \ L } L j �;'�; 1 _ \ \ ry 1 ,, '� \ �'/ / \ / /% 1S LF \1 G �,� ` •'�, �" ,� \ ` _ ', is W/4'W p,� ,111 / 1 /I / \,/22" CL RIPRA PP Gill' AAFES 6`g� ID CARD /1, t\\\ y` -I- Ma rL`. ELLDW RIBBON \ -'-' ;t 1 , 1 / �% ,l I j :'J i' / SILT FENCE (TYP) •��'� \.�� [ ' // , ri /r HISTORY/ PA / 1 1 ) ! / I I � / jr I -/'r r TEMPORARY DIVERSI DITCH/PERMANENT C '' -- y \ � � � � \ ® 11---•--`� � i�f //f � /i I`i � �i� /; C � INSTALLEDAT BEGINI' OF CONSTRUCTION PLACE CO ST UCTION ENTRANCE ST'hNE t I a I d/ f Y`' / v IN T IS'AREA. SEE DETAIL SHEET C7. / ��, t �``\ ` ® \ It ) C,/� // ,' r�// �N r` \ LIMITS OF CLEARING 1•i�l—��I �\ \ \\ �1�, ,may\ 1 `' / '/'/� ;� ; �•///;/•• IN F / rIf �1 1 1 I �40 VOLLEY B/ILA COURT � c � ` �\ , �; 44 ^ ` \*` 1 ,./,>'/,///\ �\r�sr,i ' f Cl J `\` 1 %'� f `' �I'!� •/// 1 I' / , f/I 14� \a ROCK CHECK DAM (TYP) If Ile � .� \ 1 1 �' \ 1 `1. t \ ti\ lam` S r 1 /, ,fff , I1 , f // ff• rr LIMITS OF 1 ` \ t,•� ! f' II 111\;�\I\�,, �` //// /// I / /// r DISTURBANCE tiVJ-ATE R TOIL! i t� � II 11 ')1 RP II\\�`^ \ \' ® \` '�_—• ,/�j' ) rr �,-.,I�/ � \ i� 1\a `'� \ , 1 fff ' i fI/ /i' /�ir /r � 1 \ r a95 3:1 SLOPE 1MITS O'FIICLEAI } ` ,�\ 88. �,�\ �•v 1 ff j �f� ///,' f �\1 t\ 1`, �' 1 a / / t)1 / \\I 1 a �:' .� \\ k�� f1// -•,�••- / . ; •- .A ,• / , �• \ I,X \ \ \� �, l` [f,I ; ' `� .4,'•:' - _�f G II\ \ .+� `�1 '� � �"��"\�\• t:� \\tt :� \�� // ;/ '/ it _�.• r END EX. ROAD TO TIE t / / - j I - ` V.P1 1. 5 TO NEW GRAVEL RD.It �\ ` _ -�i9 c�•,t''' �� fit. ��\\ fit. �- �iL_ /;' It RE CROSSTIES -�� \\�-` .4 �` f \ .� -` —` A-� DEMOLISH EX. DRIVE INTO 'IN `'3 j ,'� 1 I`\\ \\ I \ `= ; � / , THE PARKING LOT y ; \ d r� A PLACE CONSTRUCTION ENTRANCE STONE IN THIS AREA. SEE DETAIL SHEET C7. \ � - � / 'y � 1 \ I 1 III III \ 1 �/;. w. /• \ 11�:� 1` \ I�It� ,� % I;' �: TEMPORARY DIVERSION �1 �.� ,• � _�_� It , _ t ^ , / DITCH FOR CONSTRUCTION If \ EMPO ARLBEBMAIyEN DIVERSION / / �''49,�' y' '�,�C / I / ,f /, // ! ((( ,r, 3:1 SLOPE DITCH FOR CONSTRUCTION.00 < ` f j'/, � y}� \ / f/ , , j fc• ;�/ � / ,1 \\ / y—/i' — ''//, �� t� f I� k1T+1 f TQ�Jf CL ='I-8 / .12' `\ N. ! / ,', /I/ II/ / FI1 PAINTED BOLT CAN / / f TOP FH FLANGE / SILT FENCE (1YP) /f If '// SILT FENCE OUTLET �� / / + / / I ,�, // fff// ;• 1 , i 1_ r / f�f f ff / �I /l SEED AREA IMMEDIATELY SAME DAY /� r /'.'� '•• f / l THE GRADING IS COMPLETE. LIMITS OF CLEARING SEDIMENT BA #1 ��'- _ 4 y // /�- / '�i�� frh� /% f / APPROX. 100'X35 AFTER INSTALLATION OF G!, INSTALL INLET PROTECTION CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING SILT FENCE AND CONSTRUCTION ENTRANCE FOR PERMANENT DITCH , / '� t��=�1 �� //� �r �` BORROW SITE ACROSS ROBERTS CHAPEL ROAD IF 1llV-40.79' USED FOR THIS PROJECT. SILT FENCE O ' L ,` .ter / / %• � r NOTE: ONCE SITE IS STABILIZED AND NCDENR HAS GRANTED APPROVAL, SKIMMER BASINS SHALL BE CONVERTED INTO BIORETENTION BASINS. BAFFLES AND SKIMMERS SHALL BE REMOVED, AND THE BASINS ADEQUATELY MUCKED OUT PRIOR TO ADDITION OF UNDERDRAIN PIPING AND SAND. LEVEL SPREADER TO BE CONSTRUCTED ONCE SKIMMER BASIN 2 IS CONVERTED. SKIMMERS IN BOTH BASINS SHALL UTILIZE A 1.25" ORIFICE AND A 4" MINIMUM PIPE DIAMETER. SKIMMER BASIN #1 BASIN #2 )'X40' 2Q o 3Q 20 AQ_ y ti `-�\ -------------� 41 TEMP. DIVERSION) DIA' tt TO K[MLvI1=R I �1� BASIN DURING CONSTRUCTIO ONLY. i 1 + \\ \\ N. ,.r 1 1 I = 15" RCP 5S 8 STON It 11 II � \ `` �\ `• PAD \ 11 II 11 ,�, \ TEMPORARY CONTOORS. SEE ET I i l + ® BASIN PROFILE SHEET. 1 t111 6K(MMER 35'�~ '\25' f 2 1� `��\ \` \� `�•\ �/ 18' WIDE 1 A SEDIMENT SIN 1 Q OVERFI-4 �V 1 / APPROX. 1 0' X 35' X 3' ' \ ,� `\ / j0 /I1 /IX� / I \ BAFFLE BAFFLE BAF�L /\� // `N. \ \ \C .01 / f 4' DIA. CONCRETE RISER IN iCH ~—------------^ _--------------- . ./-----------• NG 490 -�----------------------- / / -----_----- --_-491 --------� -__-- -_ _ _____--_- ------------------ �-—rr � r -�-T7� --------------------- ---------------- 1--, -_-__ - __ 12"PVCORHDPESTORMPIE � --___� .-------"------------- - -_ __ - --r - �-----------------`=`-� - ��'`--------------- ^`__'__ �-------------r-� ----__.....------ - v------------------------- ------------- -- ---__ ____ ____ `'-\--------------------- -_' ------- --_ - �________ - -----____------ �'______ ___----------�}- 7_-----_-\------_------___-- / - ---- � �------------___-------1---------�� - / ---___--____------------_------_ ----_ ----- ------ --- f_ -__- -�--------------- ' CONCRETE OR BLOCK & MORTER BOX/ -_ _ �---------------^- -- 1 _ FILL AREA TO SLOPE WITH GRATED INLET. PLACE OVER " �'---�------------- TO GRATED INLET. EXISTING RCj ACROSS ROAD. BOX TO / \ MEET H2O LOAD[ G REQUIREMENTS. � t TOP OF GI EL. 484.75 \ IN 4# ` \ ` \ IN NN It - �` ,-` —1= C 479 -- --------\ s \ \ \-------------------------- y \ —� \ \ \ \ BERM `\\ \\ N. `\� 4 � _ �It\ \\\\ �\`- - ` tl +I1 s 80' X 4O' X 3' EDIMENT TRA 78 It\\ TOP EL. 478. _ — -- 477 \ \ -BOTTC)M-E5.0It \\ \\ \� _ ` ` \ -- -� 28' 20' 20` 2' mi �\ It It IN \ \ \ \\\ It '` �\�- \` `� \`\ It t11 _ BAFFLE \\ \\ 47 _ ___ \` ' - - /! `� `� `� 11 _ �` -- BAFFLE 4 47E �\ \ 1 - _ _' `\ \ It I I _ SKIMMER \� BAFFLE _J _--- --------- _ _ 4' _DIA. C NCRETE RISE 10' WIDE DRIVABLE DAM \ \ �_______---------- 478 _-----_---- __--_------- 18"PVC_OR HDPE STORM PIPE! J_ _ 1 \\ .------- .__.-_-_-_--Cz------------------ -------- 15"RCP DRIVEWIYPIPF\--------------------,� ---- 474 -------------------- `________— - j GRAVELLED GRASS aF`tIVE ,-- — �~�--__ - --__ i----------------- 473 —' r- �-_ ------------- --- 47 LEVEL SPREADER TO BE CONSTRUCTED H R!= 4'x10' MIN. CLASS B �, _/_ _ _ _ 4' X 4' CONCRETE-�OR FLOCK SPUTTER BOX RIP RAP PAD. SEE 1 \\ GRADE TO MAX 8°dSLOPE WITH = `-------- RIP RAP DETAIL. 1 � AMMENDED $OIL AND SEED _ Ni WITH GRAS., GRASS SHALL BE STABLISHED BEFORE 18- x 9- RIP RAP PAD_ 20 0 1Q 2Q IQ- INSTALLING THE LEVEL SPREAD€R OR 10" DIA AVG It CONTRACTOR SHALL USE SOD. SKIMMER BASIN #2 CENGINEERING 3220 GLEN ROYAL RD, RALEIGH, NC 27617 TELE 919.788.0224 FAX 919.788.0232 NC LICENSE #P-0189 NC NATIONAL GUARD Camp Butner Training Center 539 Roberts Chapel Road Butner, NC 27609 Budget Code 12102B1, Item# PN1 11-12 SCOM 11-08915-01 A CHE: AS1101 seal/signature C.A it 06 SEAT. r . -- OM12 ' issued for date Construction Document 09/02/2011 item date A ADDENDUM #3 09/13/2011 ADWQ COMMENTS 1 11/10/2011 CANTONMENT MODULAR UNIT RELOCATIONS key plan sheet title DEMOLITION & EROSION CONTROL sheet number C1 drawn by EMT checked by TRH WHEN PLOTTED AT FULL SIZE THIS SHEET MEASURES 24"x38'