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SW8960329_APPROVED PLANS_20180806
STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW8 'I �, 0 3 2 DOC TYPE ❑ CURRENT PERMIT ® APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE 20 S 0%Ok-o YYYYMMDD - - - - _ rr r -� r' r �,.` r` ; ' 1 h `\ `�/ AA ♦.. !� i�>y rr i' rr ^' >�=. , \ ♦_ q /• � ,. !.� '.. .y ! I ! 1 _f t� �A 1 � �jY �^�i,,. A \ Yy.`\. � -/ ! /' /' r' !` /' /�� ��-V A y\ 6 _f,��� ` t XERA� ', �v , �� ' _ _ y`� ry ' _ Dav ORNNAGE AREA (CRFATED WiTH ACCESS N f, j _ f V • .ROAD AND ADAIDI ADDITION 1 .r 9 SF (d70 AUl •.� c F m. t TOTAL AREA = 137,472 SF ;9,983 (0.46 AC • '_ \ e _4 \ _ ._ _ .iiAPERVIOUS AREA - 52,718 SF F ,S' (024 AC) sJ 1 , 11' jrs'I\' .� � i,t'<.L C- O.E,`r \ i'. J c. `'*t ` \�^-?" y/'�t{�' _RE RATbNA(. Ci Df 1 f i '�,'� r _ ``. \` 4I '?�i , t:\l _✓ n. / _._..G'-^l '-� `'y1 --- -.- rc?>'\ J \ 1 1�, �1't f'' BASIN E Itr t OY,sli`i lBr , , t -. .-_i ,'�\�. � ,. :3>` a' ,, \ r,t I �` I - --_; =- \\' ,} ,}r :' F:"-��� -_ _ TABLE OF MODIFICATIONS \'` t ` \ `'\ I i �\l2'=+ ,., .'! . s .1 '.� `\.: \ I `r t l f,.,.x 1' j r }��x 5-. may,,„ 3ei ..-6 s r r , i y -�`' a'= � : ti 4 ! rj ;i� - �. ,•�,��7.>' y'"+*w ,:;'ti: - -- _ ^�� I • l� �+.-�'t�- , .. j I I ' _ / �' oy,, '.,.`." _ 1 i- _ 'Y'.:: ^ � T\ #!i �2 . ! .t }Ym ; ,Y"ram'.•" "�''u.n. - li \t, LC �I ' Y .'�---�_ 4 r -,1 .=' .-' _ --- - Q DRAINAGE AREA MAP MODIFIED FOR PROJECT REPAIR FIRE LANE � I J /. � � tea" \�\ - Yt �� ' r/./, s ^,1� � •}-. --Tv� I 4 �l ."-`- ACCESS ROAD NH100 MARINE CORPS BASE -,,,r �� ' ; �=�-,� > ,;�;♦,. �_ , , , CAMP LEJEUNE AND _ _ • ,' / , ;'4�:`i' I` x' �'" -- - -- - E�_- UNTREATED AREA";'�-`'• FOR PROJECT ADMINISTRATIVE OFFICE ADDITION NH100, MARINE �` SF IN 11S�RATIVE ADDITION N�V CURB GUTTER -/ r PROPOSED 17 t 4 a 1 BASE MP LEJEUNE FROJECr � IMPERVIOUS AREA398 SF 0.00 AC CORPS CA j �. l ' f'f ft": ��1' •t�">'. � f � - a1, i-r- .__� 1 v��7 WEST POND BASIN MODIFIED FOR ADDITIONAL PARKING AREA 'l�i / - _ PROJECT N40085 18 B 0028 05-31-2018. ..-- ' ' a. . . . . . ��,.. .1'. \. u /. ,. � L r--_... �✓.t, _.. ..x., ..ra._ t h ?, .±'._ P: I �'j'`'P'Y�.^cz z.-.-`'.'�q �F- d. _.._ li X.{ ( ` \ - WRH ACCESS ) ORAWAGE AREA F (AIODIFlED ROAD = TOTAL AREA = 30,279 SF----� �: Q L?ERVIOUS AREA = 14,683 SF _ - - a I PERVIOUS AREA = 15,596 SF (: _'; y ~;NA _ 5 �' r _ �-y jv r COMPOSITE RATIONAL C = 059 _ Jl`_ rt�-,\\ !'\ i ' // P /'' Jr r, i` � � ..'� f?-��J'--------�-.If..� �j � r l?I Y� ♦ ~ �'/� ', "a,�^7y�' ':Yl , �7 SIy•ii, . `�'.--�_� JJ dl ;tr�`k ii_ 1 I r' rr , /r IJ ! � re i •: ` < ..�, � dk ' - >- ", '\,. }r+,�- ' �, ,!., ^'^r" .. I'��.., � ' � � ia;r s QQ ss r 1 ___.-.�___ ``..-^ ''\� •^� \`l ., ,+.� ��\. ( i a r SI/t, it }s. ! I(=1T , . ,g �� J \ l/ r �\ 1 I--._•__„s6_ -1 � s, cTp• i 1 _ I ♦ _.���`• J\�\`� I y u y 1 I i I @• ;- �� \ 1rJL. ♦_-��>,\ 1 �. !!I. � .l•^_\1 ! 1 t,i r\♦ \t 1 +-j 1 DRAINAGE AREA B J1 \J \^� } 1 g , +�..Lj 3 / .r' - Qt - r \ `'\a '` ••mot•' = 1 1 AL AREA= 325,700 SF (7.48 AC) •.` .�{-� '�� r- -y \\ \\\� 1 -r P RPOUS AREA= 141,907 SF (3.26 AC) -�' - s. i \ \ \ IM E US AREA= 183,793 SF (4-22 AC) r t J •1 - ry N./r '\ \\ \ J } I COMPOSITE RATIONAL C= 0.65 '^ a rl �\ � ! � � .,r_:_ w 2 t'av 9f / t ...\ ,`� • "'Z`T ``• `��-__. 1 ! / i� \�^., `7:c2 f_ _ '� /\ \♦ 1 { 1 i 1� , � , \\ I f.. IJ r II .s ( • �. AT D AREA 1 t \UNTREATED AREA Sal 1 ; } a� TOTAL AREA= 63,238 SF (1.45 AC) h , t -_�' • •. '^`, \ .a \ , .rem �i CS'� EXISTING IMPERVIOUS AREA= 42,662 SF (0.98 AC) > "EXISTING COMPOSITE RATIONAL C= D.75 n ..o-a.PROPOSED IMPERVIOUS AREA= 24,Eo- SF (0,57 AC)j 7 ri j - �-� , ' ` ``J � '-..a ir47w� : { I � : -' .- . ,� PROPOSED COMPOSITE RATIONAL C= 0.59�- V�� _. � j I I d , � _ �z�� it r! i' •IN DRAINAGE AREA A r L _. a.'` _ -:_ _ � .. /i _ .� �s - _ r__ - 4✓ _ _ ! I _ _ _ _ _ ' ill 4 lA j ' r•� '� _ / °' / �i ;q' 1 1 } 1 1 -. , -TOTAL AREA 729:312 SF (2:97 -AC) ; PERVIOUS AREA= 60,644 (7.39 AC) �ti �� -4 �Jrr , J >_. -• «. _ 1 UNTREATED AREA rn t it , 101q,l •I,- , . __ __ _ ,. t� _ _ __ _- - _ ' _ ( ) r J �/�EMERGENCY DEPARTMEN3 CUT THROUGH & STAIRS ,pit' 4HIf` ' IMPERVIOUS AREA= 68,668 SE 1.58 AC t t r ` r _ COMPOSITE RATIONAL C= 0.67 r r/r !'_ X' N \ �'-,' IMPERVIOUS AREA= 1,813 Sr (0.04 AC)- r r / -- a y' \ / r r7 i >�Ty � j� i �, t! /J / t \ i �\ I i 1 '% ♦�,' r ` rf'$a6%/ t}d TOTAL AREA=93,342 SF (2.15 AC) •-P -38,5 7 ,i1, i l7 i ., I" I , t t t . a � N •,' � (, , ! t, � ! t 1 � PERVIOUS AREA - 99SF (0 89AC) ,� t nN e1 i 11 ,f+ DRAINAGE AREA D Q IMPERVIOUS AREA-54,743SF (1.257AC) > : TOTA. AREA= 62,40.. SF (7.43 AC) 'COMPOSITE RATIONAL C=0.62 qr ! I i { i I^I I \ Tyr PERVIOUS AREA= 23,999 SF (0.55 AC) _�, � _ jJ 1v � �`; I � • ;r » , i IMPERVIOUS AREA= 38,410 SF (0.$8 AC}', "�-ca------- ° �.' i. T 1 c\7 I illb i i �'i .>• Jr r/'�i�' ` COMPOSITE RATIONAL C= 0.72 f` , WEST POND- EXISTING " - \ TOTAL AREA= 44, / i hl I i�ilr/ IJ Fld'7 1 I I I t , , PERVIOUS AREA= IMPERVIOUS AREA= / `i ;�'rw v 7 - ��. / r RAT �-7 ` � / I \J`- \♦\,.-'r/ --- Q \\ �\ COMPOSITE Jr7 NAL C=YI 7'-C}..- . "�.1•I1 �- j EAST POND- EXISTING j � i o/ r,' � fir•,', ) \ "�\ / r t4�7`- �--` �* � �� 1 I Ip� �/ 1 ■ TOTAL AREA= 104,544 SF (2.40 AC) PERVIOUS AREA= 44,505 (1.02 AC) 1 ru (��fll IMPERVIOUS AREA= 60,039 SF (1.38 AC) BASIN E . �'.``�.\\ r , d ! t �q! t 1p. ! •COMPOSITE RATIONAL, C= 0.65 \ TOTAL AREA - 63 /! 1APERVVIOU AREA =/1 r / �. Z3 --PERVIOUS PERVIOUS ARFJ► - ,93 J ' CJ = = ' ' ,^l urrr {r 11 _l /(��ypy ' J / r ' _ �t�, BASIN D a 1 ICI riJ /_____\ / J J Y^!r lki t r i` ~` X. .,1n '`` I I f / ■ ��"'- �' �- rr ,UNTREATED Allfl4" '�ADDfT10NAL DRAINAGE `'` ` irk IMPERVIOUS AREA--426 SF-(0.01 �C) J , AREA ADDED BY THIS,THI&,pp-- 1 ---�- - '' PERMIT MODIFICATION r i I�� I ^ DRAINAGE AREA C k3 II cJ '� �J ' ! i / I 1 `� ` n TOTAL AREA= 174,326 SF (4.00 AC) PERVIOUS AREA= 97,229 (2.23 AC) IMPERVIOUS AREA= 77,011 SF {1.77 AC} i 1 L 11 II / J / tRa, r; J 1 , UNTREATED AREA } NEVI EMPLOYEE PARKING LOT SIDEWALK' - IMPERVIOUS AREA_= 206 SF (0.01 AC) ' _ i j i COMPOSITE RATIONAL C= 0.59 h t 9,; ♦ r J 00 Ss \ ♦ �F 1:'�' r' r f '�f � 1' � � � - It ;r4.irf2'.-.i 1�1 yy'. 11 ! �.` l' f �/ r % / ! 1 �I r^- ! ,I ♦ .yrs. T i S � � '�... ' ri'' . � ° � y'" 26�C'F ` ! ' , r � , 3 j C1y �� N ' "♦\ i� tiA � r r: i C t ' - - - - - - - - - - DRNNAGE AREA J TOTAL AREA = 471,864 ST / I16'ERVIOUS AREA = 230,673 SF PERVIOUS AREA = 241,191 SF COMPOSITE RATIONAL C - 0.60 I ' } a A iElf i a i ( I I W 1 �o I i I i I I � I Z ' I C I i v JUN 1 8 2010 - SEAL SMITHGROUP / CLARK-NEXSEN, �C�OWVENTURE .. 324 BLACKWELL ST M 1104 DUF*iW NC 27701360D SMiTH6ROUP addee2we eAgneein9 hH�:s d�,ucim 1 202.842 2100 C ARK • NMEN T 919.828.1876 A./E WO APPRNED FOP, COMH44DER N'4Y.-AZ ACTWTf - $ATISFM,TORY To QVEIloilo OES-CHK- «PM/DM» BRANCH MANAGER CHIEF ENG/ARCH xz» Z U z O T_ S U Z o J z F- z o Ld z< U I;= Q Z N ¢¢ a O Z Lu eL Q C) Lu �C a S� C)� z .� Z Q 0 J of ti.l zM ' t3 0 m o z = w w �> Lu W } F- co W o z-Jtx W T Li U V W d FZQ= -LJ W O z J Q J W ¢ Q �Q� U <zz m o � ca � SCALe: - AS INDICATED EPROJECT NO, P1857 CONSTR. CONTR. NO. N40085-09-C-3212 NAVFAC DRAWING NO, SKEET - OF 661 DA MAP iXUWEORN REVIRON: 10 MIRCH 2O09 AVOLIS ENGINEERING, P.A. LICENSE NO.C-0706 P.O. BOX 15564 NEW BERN, NC 28561 PH.(252) 633-0068 ..� fF1-�i�y, MILT 2 'DESIGN ADDITIONAL PATIENrti I PARKING, AREA D, NH100 MARINE CORPS BASE CAMP LEJEUNE CONTRACT NO. N40085-18-13-00! t8 AG INDEX OF DRAWINGS NAVFAC NUMBER SHEET COUNT SHEET NO. TITLE 60021494 1 OF 10 G-001 COVER SHEET Ar•� � ��f 1 ;�, � / o° 60021495 2 OF 10 CD101 SITE PLAN -EXISTING CONDITIONS &DEMOLITION r 60021496 3 OF 10 CS101 SITE PLAN -LAYOUT & STRIPING y 60021491 4 OF 10 CG101 SITE PLAN -GRADING & EROSION CONTROL D 60021498 5 OF 10 CG102 ENLARGED SITE PLAN-STORMWATER POND 60021499 6 OF 10 CG301 CROSS SECTION 8 DETAILS-STORMWATER POND 60021500 7`OF 10 CS501 DETAILS R0o0 0 R00o 12000 60021501 8 OF 10 CG501 DETAILS -- 60021502 9 OF 10 E-101 SITE PLAN -ELECTRICAL LAYOUT ;CALF of I EET 60021503 10 OF 10 E5501 ELECTRICAL DETAILS LOCATION MAP - U. S. MARINE CORPS BASE CAMP LEJEUNE, NC 7111, °�� �� �! L CIVIL LEGEND ABBREVIATIONS e ✓ IXISPN6 DESCRIPTION NEW AFPiiO%. CONTRAIMA F/AP'FSYIMAIELT A CJ NMPA LION JOINT T a "a! y'f I C4 WATER VALv C4 C/I CENTER LNF PIV ® POSI INDICATOR VALVE F CUBIC TEi r Z�/ SANITARY EWER MA`:HOIF CCUT CONDNODUS PMP CORRUGATED MEAL PIP[ ELLCT L MANHOLE 'DNC. CONCRETE ICE"IMVIINICATIONS MICUPCORRUGATED PIASUC PIPE i U c RM DRAIN MANPQI£ SHE c[ DIA 0 CUMDIAMETER � 0CC SAUDffTENN D IIP RIFT DI m (STORM II ❑ SPRN DRAIN DRCT RIFT DI (STORM DRAIN) DROP ML[T ( OR[ HYDRANT EDMTHL-. DRAINAGE MANHOLE /Pv(/( TEED®m C-0uMUNIu /IDNS WITTSTAD EL-. ELEV TITLING Ob unpry II/PaLE wm+ ueHT E [A nNG = � n WIIRF FLFe ELECTRIC IF 1PDXVL OHS / UGs 00_41IEAD T ENDER POUND CTFAM TO ET CETERA ✓ �. , o C _ _ TA,I n SEWER (RAVNT) : E%. EXIST E%ISRNG // v o— RN SFWEP FES INRFD END SECTION ` PH FIRE ITYFCRAN7 L OHD- CNnESUC WATER FIECB AL HVAC HEBUNC, VENNIATRB AND AIR T U F- RIIFR ND ELE(IP.G4 CONDITIONIN,; (TOJIPMENT) 1 py� 111�.TF xN r T T JU- L1 LER R( ,, COMNU 'AD ONC ENV IN /LRI T F��--yyyy((yy�� i UNm CPOTND FUJI FIRING MAC (MAC, NAIL (CON'ROL) '"1jr, �1[�1`i 11 .r- VICINITY MAP -CAMP LEJEUNE, N.C. MAX MAXIMUM 1 'v Yq ONCRETE MIN MINIMUM V /b /kt N: NomHINr, rhN.kk SITE All J� Y LANDFILL r, 'IS FIT - ��R --- FRENCH CREEK T\ IT\ (� ASPHALT 0 NO./N NUMBER _ O/WS DR/WAFER SEPARATOR - - _ GRAVH. PN POST INDICATOR VALVE A SURVC CONTROL POUF PVC POLYVINYL CHIOADE (PIPE) x 500 'COI LLLVAROiS RIP RPNF%CFD CONCRETE PIPE --- 25---- 11NIOUR IMES R SNIP RADIUS SANITARY SEWLP MAMIOLi_ IRLE SF SQUARE I0W/FCp IPIT I1111 / CLEARING IRUT SLT SILT FENCE titi, _ti TBM TEMPORARY BENCHMAPF ,ITT FENCE LED, TYPICAL ---) SDRR InrRINATIQN JNFNcnN WWF WTLDE[ WIRE IARPIC DISCLOSURE OF INFORMATION: SON 'HI YARD IIYIIRANT THE CONTRACTOR SHALL COMPLY A5 FOLLOWS: AVQLIC ENGINEFRPY3 PA ISEN � & AND Po ../�r,1 IEMGH¶DN NLIY-. 6 R Al A THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION ,El BERry N. H11 I RIDS MINUS ANY UNCLASSIFIED INFORMATION, REGARDLESS OF THE MEDIUM (E.G. FILM, TAPE, DOCUMENT), aweulevDa Z RE SI PERTAINING TO ANY PART OF THIS CONTRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS EFS i K A✓ L I Pr - - FQUALS LTHE CONTRACTING OFFICERHAS GIVEN PRIOR WRITTEN APPROVAL; OR Da MR, inn 2,, THE INFORMATION 15 OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE. , CNN i ✓ A0LIA P' B. REQI FOR APPROVAL SRA1L IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE .opiH ^o sLaemTTo aY MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE, THE CONTRACTOR SHALL SUBMIT ITS „rqv ossru ma T H .,.... .A rT REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED DATE OF 2 EAPPR ver Dr ', RELEASE' ✓ a A> T @O ° C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE "n„N r( n�° =nr crAGTOP. r^ THROUGH ITHE PRIME CONTRACTOR TO THE CONTRACTING OFFICER. AE m ,nD IaPnr. APF,IOF/FL G-001 MARINE CORPS BASE CAMP ECEUNE NORTNCARaINA DESIGN ADDIITIONAL PATIENT PARKING, AREA D, NH100 MARINE CORPS BASE CAMP LEJEUNE COVER SHEET p - cgo I,%rvA NO NAVFAC DAWXING No F 1 8009h 60021494 pArr CO R CONTI N°. NIKIRFI 8COm vR°. HOED ISPEc 11 NIR11 SHEET 01 OF 10 I� I RISIEIL�s DATF /'FPin,l/ED IT , I6 ns / � /f,15nz ( +�I�v / I GENERAL CONSTRUCTION NOTES: 1. THE `v s I ,I5A5 / / T P2 g5 // _ % / o / ��� -13 D} - A9 / �'�I I, I'',. , LOCATION AND DEPTHS OF EXISTING 1Til ITT$ SHnWN ARE nPPROIXIFNTf THE CONTRACTOR SHALL. BE RESPONSIRIF FOR SCANNITC. THE AREA OF 'R TO IDENTIFY TO HIS PAN SATISFACTION THE IL' EXTENT OF UTILITIES PRFSEHT INrLUDING THE UTILITIE', INDICATED TO BE PPFSIfn, THOSE NOT HE / ^ / �,bJ2 Ir / SHOWN. AND THOSE SHOW14 10 IN A IVFFFREIJI InrYTION. q/ _ / Ip / Tv V'V ` 2. PHYSICAL SITE FEATUPFS (YCCE THE AELA CP WO�tlr OR THOSE FEATURES NOT PEIEVART To THE WORK BEING PEPFORHED ARE TIpT HOWII FOR: rI �pIT 3. ALL EXITING VEGETATED ARIA DISTURBFn DUfiINC COL]RUCTION SHALL PE REJECETATED IN /',/ 9n / �� 1'� 19.G1 EX DI z' I �/ /. �I ;sn f� RIM 18.4J s ACCORDANCE WITH THE PPCIFCI vFPETAII N PLAN, FEE DETAIL E SHEET CG501. .�� / e A 16 / V \\INv-15.58 i _ u: - _ SPECIFIC WORK ITEMS (THIS SHEET) �j EX14NG CUHB AND "UTTFF TO BE PEMIFD p/ A V o Q5 /fio E lyaJ� // / ] VAT, / 21 YII B 129 T. G i / q2 - i _ p �2 F%I TINC SIDFWALK TO BE FFMOVFP f. - FXI IING A}HALT TO RE PFMO ED -17 n \ / / EYI'TING AREA TO BF CLEARED AND CRUPRFD / / v % Isn n v oD / ,5r1 s=J // P4 -IBISi1j9R \ J/ ,r`IX4/ /I t✓ .I].fi9 nt?�' v hI //�r / w, EX. DI" 5 INSTALL f.RAVEL COAITROL FNTRANFF SFr DETAIL A SHEET COSOI. // v�5v ,, / /�I / / /, r� � ��/ ♦ =*T—f] ��` .I;.,1 EXISTING STORMWATER POND .I,6P V - ' �'V r !� ] TOBEENLARGED - SEE SHEET CG102v RIM-184P �.. © INSTALL SILT FFNCE. SLL DETAIL B SHFTT C Ul. �',///�-l�I A i / r; v.5r I,.v 'i ^ r •I o.. A� O'EO. �7 INSTALL CHFCK DAM SEE DETAIL SHFFT C5111 i �K� / , - / p �q .1 A ,,, . 62, � t �e ASPHALT cur Ar1D PATrH. sEE DFTwL SuEFt , ETo1 SWP24 P6a� i Ins /1 //,]off Iz n2 1a6A rM �B CURB & GUIIFP CUT AND PATCH SEE 'FTA1L K, .HEAT °SSDi. 1 10 T / n4•, l / Vim` 4 1. A B.9i If - ^IftA4 v 19 a9 - - - Ai ¢59 �V i A �, A �,.., y� �0� A �...., EX. DI ,. _ RIM-2043 10 EXISTING POND OUTLET STPUGTIIPF AND n PfT'cIPE TO PE REMOVE . 11 EX6HNG TRASH RECEPTACLE .� TO BE REMOPED AND PRESERVED FOR F�UTUPE USE. SEE SHEET •' v.P�// \� /� / I "II ,.,]n ,, .IAO) A A�� •laa? "at' 9.SOT i / � fi � Ine\VV' -�19 ':�NV=1].58 (DP.EMIIVF EXISTING Aff,FSSIHIE PAJEMFHi +rAGKING$AID fR00514ALK, THIS AREA. SIDI FEXISOP TINW // INV ,6 '> -,�l/,• / / ] .1X6, v �WT' .Ins+ , 19. sEX slfi/l X/// Iew / A �, on 1 > F,'ti5 em s] p2z 1, ¢90 \��\ CONCRETE WALK Ham. �� A a6a \n \ �r�. Ib REMOVE ACSF1DIIRIF SIGNACE IC O( 4, THI'CAREA. - \ A w _ .IA 19.19 .. r - ]o.. ...� / / TM2 ,` I ZAI 1fie6 .Ie 36 II 19D2\\ \ n41 19.Ic4 4 o �'.,��., / �j� ��� II \�\.11JS „19.As- zD - 9 N - k~ 448 3358 / m2 ~� TBMELIEV � Ex. D RIM=Y206�� I IN _= V B.Ji III - �� .� \\ \� f/ r ,1458 .I&q IA 77 - .196��4 / \\ E 492 42 56T II7 / ,..1�[p" 206 121�+'.D,P '�E ]] -Gfr --h. I(?t 2ri--.a4.29 \\ 4FJ .ITS]'\ .Z 9.78, _ _15 _ � .__ \ 1 4nr '. zIF, ..I ? ]LIn 13n f 1B�Y - _ - +�1 FY ar]N'.BETE WALK rJ' 21 III 1 —__- � �la]l�.,\ \ �'F I I 1/ / /�] �..iP% PARKING r ,;IP6 IT I I1 Ir .iL6f4 / W fi] ^a9T "\ 11 ' '. P;. . IAEX. _ F Tr. _ i� ,}yJ z .J _ 1 / . �P6 _ IrI _ _ I59 n'ff® -- \� 9 ! 6 I 4 / �56} _� I - :=- - s -1 T ee 9 ..J \ II .�aza sP: _ al9A ^ ]].1e I�III 2V'' I' IL1s n, :, e . i' .]I , s. M$]a \sT/_-� ✓�-_._, 1 / 1 i1 —Orr- - `- T / r] % 1 Y API ) 9A9.^]1 ~ '2I ]0 ,a- zI94% , .2zao 2s011` 1 I6.JI,�� IS / 9n /I error T,, ZO '� 4AG` r 7 - ` x j -z; as- �yY .2226 I 1 4f'a Ex. PARKING '.,j AT.,n _ I /� 19J1 / / _ _ ]yy4� , A 96 6 - ^ i49+- ! V 14 / /7 / A&]0/ -- _- /- �4. r '�'^� '. K fi ,!1869� i65 /C _ 1 .19.e5 v -.;. r,: A..lA..s^ �V lu. , / // f �� / 2 .9?.X] .2z]' ati< • 2J.r}--216I /' / / , 1, <Fs, �/ a✓ / ('lop-�. ,r92s 1 �/ �. r 11 I/ , �,9 HF,49A 5.<161 /// i/ I,I / T2P 25'.���� 94 .. :4 L9.1"�V��� i�� ]d. �1A99 �nt>crr� lNy. �. \ z w �_�� 1> VTrViGE ,.'��5 � 6 .?)'Te ] m"'„` --� 1 o ^2J.26 I r,/ -T ,- / ]iq1 �Y. ��` l .+ „ y>� � �...� 6 -. / /'✓I5' , 2 I - _d5` T"jis- ...,,� /i�-� w zIR . t 4 r. _ _ ��_ _ � � .iI - {' k �;/m9s !N. 9 a . �, r/_ : 1] v Ak ^ za6s n(FP, v Ty .; 4 2 �Pn X- V X-�/ a]// T V �. i - vD 9J 26.r6 Iff c}s �/ __ - ..- T>V 'fig, ° 6, / 1421 �A \ `a Or �������\// /] � ��/ 26A. /T/ ;. o v SWP276 ] / n!c •re2 / Y 7 211, 00 D k ti t 201n / r? ✓;.,/ uzs LIMITS OF DISTURBANCE 21 ]A 7A� ti 2 v//1.� n �, 55 541 SF 1.28 ACRES ,. ,� J_ ,C f0. A / �. zn.'R5 ,. 2D ' n S � _- `-13AZ - •Y9 L A �YXX�K LU is pr /� 1 A� 2)r' a49v 9ft9 LrS,], I/ ,, // Cl , / ..../ EX. CONCRETE WALK - �] i ��111 r P1 .. .2I5J ,^}ll �,._ -.. >eEX CJL DITCH .zo.,A _AVM I W U Y - 2 'T\�IDPT -�ta_� lP 2963- N Se _ / T,11 / i. 2r 09�21.14 I .,9C4 / pWMIP COo _ A y _ -'_`� _ \_\ \ --� - 29 _ _ _ / Ilk X, III W _ _ - - ' A _ Alamo 21.11 K x �O 64 _ $i / 2c5'd ti / iU�l3- W -E.,IYc s EX FENCE \ _ _ 20 _�_ - _n. A.\. H _ I NV=2D )D 1 .r15ft / ,2 9] �-.� ?� 2264 B <2L52 �SLT4r 1. ..er1 J 4 - �52 / I 72---_ 1 - A }I89 Y / � 1 IN/ �AOi �] 229Y/ - - `fi 4R I5'I)\ - YYPI 29 ri j •21m / ATE\ E.9 -^ l] /]r e9 I5 n 1, 51 Z2 B / t122Y c '_ __ G __ / � ^ m �- 1'A / /�fl \ / I ,A �p A� cc A / E�'. G 262} a RAVEL DRIVE T, 1 IOIT ^'1034 �19,IP[9 .., - z, 2224 �� \ , , r _ 1! 4.. o.,__. e— 1 T 1j lA- /r ,nn2 1 j — 19, T R I ,a2>e 4 4ie an I V% CO ifoD99 i� c 23 / T� / / / / / ; '/.-2212 _1 Ex GATE IF, IT -21;63 / ; BLDG NH152/.+� 4/ PLOPS JCD 101 DISCLOSURE OF INFORMATION NORTH a SITE PLAN -EXISTING oNDlnoes x DEMOLITION ro101 fAlOI SCALE 1"=20' THE CONTRACTOR SHALL COMPLY AS FOLLOWS: A THE CONTRACTOR SHALL NOT RELEASES ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION AVGus ENGINFFR'9G PA nP0YtS5" xew121w rvc zPv MARINE CORPS BASE ANY UNCLASSIFIED INFORMATION., REGARDLESS OF THE MEDIUM (E.G. FILM, TAPE, DOCUMENT), cR anleTa WNP cnmP /Edeurve. rvoaTH waa1NA Des J KAIL I Pe. DESIGN ADDITIONAL PATIENT PARKING, AREA D, NN100 PERTAINING: TO ANY PART OF. THIS CONTRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS L TIIE CONTRACTING HAS GIVEN PRIOR WRITTEN APPROVAL; OR DI MSP Iw l �1111 epq cux..Lc Avousrr ISBERGEROTHERWISE 2.t1�E INFORMADON I$ OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE DOMA MARINE CORPS BASE CAMP LEJEUNE sneM Tien PY B. REQUI=ISTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS ` `R NQARoL,,, r SITE PLAN+EXISTING CONDITIONS & DEMOLITION DETICN D R T H PURTON PF REQUES1 TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED DATE OFAPPRrneD Pvnoaolct a>Te sve crmFmFNZ NOIS NAvvnc DRnwlNarxiRELEASE.G r-11-1 1u 2D 4o C. TH( CONTRACTOR AGREES'TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER g60021495 F 80091 SAPSACTORm 70 DATE CONST. CONTR. NO.THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE THROUGH i!HE PRIME CONTRACTOR TO THE CONTRACTING OFFICER. K.A .: O1p1� 'sPFc GRAPHIC SC11£: I = X nF PHUITr' A 9fi F111F RCTO) 9slPaaaA SHEET 02 OF 10 I I PrdCD GENERAL CONSiRUgTLON NOTES.,. J` .' i. THE LOCATION AND DFFTHS OF CYSTIC- UIRITIFS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHAL BE RESPONSIBLE FOR SCANNIEITilt AREA OR WORD QO LZENITY TO HIS OWN -ATI;FA[TION THE EXTENT OF IIIILIIL PR�ES[IT INCUIDING THE OTILIELS INPIrATED TO BE PRESENT, THOSE N(T'MOWN AND IH SE SHOWN TO PE IN A DIFFERENTLLCA¶DN. _ - / / / 1. ; c, / / ,�O ��/ �( IF /.' ��' 2. PHYSICAL SITE TEAIIWEo OUl NF TNT AREA OF WORK OR THOSEF[ATUPFS NOT RELEVANT TO THE WORK BLIND PERFORMED ARE NOT SHOWN TOP CLARDY J THE CONTRACTOR SHALL BE RESPDN4UL[ TOP MAINTAINING TRAF1,IC FLOW OIIRI"r, THE COURSE �6,K, h OF CONSTRUCTION THE CLNTPACTOP OIALL DEVCIOP A TRAFFIC CONTROL PLAN TO BE SURMITED TO INC CONTRA NNG OFFICER FOR APPROVAL PRIOR TO STARTINl� CONSTRUCTION. VEGETATED AREAS DVECTHAEI; DURING FEECONSPEH(SHALL RE REVEGETAiED IN 4 ALL. FXiSTINGACCORDANCE PLAN. a„ORDANCE °� ��� IF,A, WITH THE PROJECT AN AI,CY&J DETAIL SEE DETAIL F SHIFT CG501 M AbATIONS CF WITH DETAIL J, SHEET CS01. 5 GRADE EVENLY ALL TRENCH "ALL SPOT fi_ GRADE EVENT( BETWEEN ALL �POi IIIVAT[DNS SHOWN SPECIFIC WORK ITEMS (THIS SHEETS X EXISTING STORMWATER POND \ NEW ASPHALT PAVEMENT SFE DCTAII A SHEET CS501 SeV POO cQ / ' '. 0 BE ENLARGED -SEE SHEET CG102 \ 2O NEW WRB k GLITTER OPE AS I NILATED B/ HATCH PATTERN. SEE DETAIL B SHEET C'S501. NEW VALLEY CUTLER CS501 SEE DETAIL C SHEET NEW CONCRETE aDFWALK, WIDTH IT, IIAICH ISTING SFFIj DETAIL D, SHEET CS501. NEW ACCESSIBLE RMdP. SEC PETAL E gSHEE� CS501 11 � NEW PAVEMENT MARKINGS. SEE DETAIL#, SHEET CS9O1. • SWP24 ' V �� FA, �j ASPHALT CUT AND PATCH. TIE e1P11 G; SHEET CS501 � CURB & (,OTTER O'JT AND PATCH SFF DETAIL X. SHEET QS501. NEW CURB INLET FEE DETAIL H TuEEf CS501 S. /, / // CONCRETE L 10 NEW ACCESSIBLE PAR INC SIGNAGE SEE DETAIL L SHEET CS501EX . RELOCATED TRACH NFr, PTACLF PPiEIDE 64NCPETE FVUNDATION TO MATCH E15RNG_ — \ CROSSWALK TBM MAC NAIL \/ i ,U744B }35C % i�%' E A 492974.4919 __ � _l �20.87 �� �� � -ace Fx na"eOPE WALK - __ ---- TOLD® EX. PARKING -� saoia- - �� _ 'LICE- T ,.-, I` Yi NF/�!� ! 4 k� f— >1A.2P4F� / / I I� 1 EX GATE ARM AIID E� TRPFOC LOOPS to R6MAIN : � �Un _ �� amE /f� _ _ 56/ e e� al EX. PARKING CROSSWALK 6 �� -A- —_ _ ceosswaLK a=' r I _ 2 -`'UGC \J - sVV/ ICY 444 i CPT I 1 r SWP276, � - LIMITS OF DISTURBANCE ;,�10 -_- ' �� 1 � 55,541 SF, 1.28 ACRES \.. � �, ��,, / / /_ - � 2 I I — � i AT w /� _ EY. CONCRETE WALKui LLLi � v 1 /COO m 01 € o I'Lu r E% FENCE P r, GOo RC f z/�- EX GATE � — 000 - - -_ --� uw- — — — - - u�—� / GRAVEL DRIVE HOT r- cc, , L� BLDG ��• NH152 IN>j A- C€ AC, PLAN CS101 NORTH A SITE PLAN -LAYOUT &STRIPING 6101 fSOI SCALE: 1"=20' DISCLOSURE OF INFORMATION THE CONTRACTOR SHALL COMPLY AS FaLows: A THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION AVOLIS PA PO 13OHN sa New e€ax. rvc;Pr - .MARINE CORPS BASE ANY UNCLASSIFIED INFORMATION,. REGARDLESS OF THE MEDIUM (E.G. FILM, TAPE, DOCUMENT), PERTAINING TO ANY PART OF THIS CONTRACT OR ANY PROGRAM RELATED To THIS CONTRACT, UNLESS P__a . CAMPLEPRIN€. NOFTHCARU II D€s c K. ANOOS, Pr DESIGN ADDITIONAL PATIENT PARKING, AREA D, NH100 Dx. MSP wrr 1 THE' CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL: OR 2 THE. INFORMATION IS OTHERWISE IN THE PUBNC DOMAIN BEFORE THE DATE OF RELEASE. MARINE CORPS BASE CAMP LEJEUNE rxx I C AVDLIA r e spew neDe B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION i0 BE RELFASEO, THE MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS REQUEST TO. THE cWriN.... �.a� e N. EBW y�'a�.,y � f SITE PLAN -LAYOUT S STRIPING n€slcNOn P1Ri0.N o€ 1,111vTD. v On ncr 1IIT€ sz€ P.EIDENT,NO NnvT Ac Daewwc rv0 CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED DATE OF RELEASE To e 10 zD 40 C THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER �y 5' 3 >i9 F $0091 60021496 IITIBCACTOpv TO OxTE coxsr. caxrta W. wooestsaaom —�— ` UCiMIM SC1tE 1. p• THIS CONTRACT SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE THROUGH IHE PRIME CONTRACTOR TO THE CONTRACTING OFFICER. Nrc p8o, ' nE Pnlm u,PNDe sri,Te NOTED sP€L os,am�e SHEET 03 OF 10 iiA4 AI "NH - 174 IFal3� - i - - - = s4 9 03 16 05 , /- �v=1393/ C.�it4 �p�A'9 39 5 .r Ifl9eeA'I �i,. T M .cF / sI 15, UP.� RFMAIN �I Z�//' ,/ // �/� / v, i� /-. nes �C RIM 18.43 1?53 3. EXISTING STORMWATER POND TO BE ENLARGED 'K,/ _`� / ' �o-D " 9 SEE SHEET CG102 02 -nu2 -71e A w : ` `N /� vrReS � Syr .• � ` A6 A. rg I � n�, �� v �� ' � MODIFIED DRAINAGE BASIN EX DR 93,342SF, 2.15ACRES I ee RIM=1843 / , r 5 0 �' Ls / _ . ¢9 `tea A V SWP24 /ae a IA ns�e4e /lH, F -n7) �A pg1 - A 66 l4 I " n0 5 z ID i / V I / F i& ,a 1e67 i lac/ I sus _ r&'4 7V V / A' 9A�41T �19AF- IB.en 0 A 9 IX DI ! T-19---_ A� y'. I' w e I � � WI,F20.43 t§J , A�9s V� x� �� INv=258 17 oil ,INV=1326 (NEW 18" RCP) 5 Ispe / /� /� '11'47 2 \ 1920 CCE W DorILK -'T e, .Ia sn <19e5 E% NCRET1v '� R90 .ra3Y i i p45 �I 5/ n12 II .ia60 tYhr �AANXaz� / A .1985 .zo ud �s 1 vzcf A� RM EX I205 �0, : n an �. re9 AA 1<�9�m �. m9/� `� -ao� 0.. 'z0zl I. 1 aaz EN. C/C DITfi4 \ �,ATs �� 2E. ...�I; 59 ��� `1ozr 2e se *2029 �� 04251� I 0 l�� IaP6 "' o, /' 7 '� A A _ _ 53� 5� „2rE le:�y18.n .rxn .w.53� 39.0 �61 2]./5 =ID.6/ 2D fi5 2f1,60 . -- 1 :I i V .Iq]e _� d �.'V �'�2111R / � _ INV 183I C� DITCH we le Se ws0 pad / / - 1 AD 078 '4A6n F I ) E%. DI4N1,?FTE WALK -��jT`i, Ism .-_.--16---_ �./4>�v� Ek. C�ITCH LII I/i9 ¢96e -iv40 jA`za iitlos �sl.0 <zr as �-u 121vt� -s,,,. xJf 52 aT_ 4zn;i .lee . - _ r.C_ -is en. _.m '�'byp.9/ ` ,,EX. PAR IN �9�1r/m na /� a e ,x .. •2r./5 ..19e ,zz.le n r �ia1 �' ,..r�231, ),Nm I�1 -. I�I,D A KING 1`e ,221 2ae F ;/�5 / .aua •rs� ---1 mm s I e / / _ �j fs�__ ` /� 1 .r9m II( rz(,,:e ��//•ar. ,16J5 -- 1 nT - rap - - / .1�s Sq��. les3- Ie30 '�iAS= 71 BA ns^ .zzao 21Cu 1 y 9 Sa `1e,1�_ �5.'1 �aNa ,5g9o/ .1e 9z I� _. / 21S 1 RIM 20/ ,zvo 3_a / I e "yes r ,nn �p'R� L sa'� /�, wv 186 iz>,EX. PARKING 2z11 / f L 95 �16 N� 1.0 n91 UZ � i29 236-"`--,,., w ,zE /. ; ' ' // i r t• 1¢r5Z( v zo. uzF° __ . �. .<e 20 g5 qC'� q&-....i i / I� / I/ %i9, ` 7 .VAS w.25 / '� xIIra i6.Hlti/ �% i r'SP6 Jlseo / T"25 \ _1A2°A� � ���',c. va9`� A�.�'.ia99 i• i1 /n �, .f5: r .,.�__-d; i ,i / n. �'� r .0 L 4 or. 1 v -one/ ne' . v �\ / , ✓e/i'.�sq r Jr50)/l/il �� l A�� P+?. w 20e�.t s-�Cr� A 'S. JO( zi \�1i1.oe I.yL - 3 .... �u J //� Ll' 215 RIM-216 1 /%.' /I���'2n 95 RE Ar Fx. CIL OI1f,H ei INV 1 0 /s 22 /5 i�f'q---6 1 Y� I �I: �� �� A /e 16 e5 /73� ✓F:F7' .>5 3 i / E /zl I / y 9 _.,� '-- �� ®z35 /� fp./ .� F*4 as '1 •a�xo- > / SWP276 / ,. /zT.nO 10 �� ,ez 2232 _ \ S •Is.e s ncn _ - �� 2-1 xTp'n" .n41 4 8 LIMITS OF DISTURBANCE \ / 04 1 u2p 's / ✓rti / , /I J�2a9. scT\ ' 5 TR 5 \ 0 i/ r / S`, �. - /2n -/ q�� - _ -� � _T/r RII f✓ 2616 55,541 SF, 1.28 ACRES, 2153 �1 �12025aLsn_ 4 �39 ,. N.94 w E%. CONCRETE WALK \ �� roe9 h i 1 f ,t2109 . nrl .. �\ \ R - X 6/L DITCH �wW/ 21 o9 /VN/21.14 V v� ��A, ._A '��.a. 19 _ �� ... - _ A0�I to �sss �1 dAf2 r 14 f.0 / __.11 'G A�p9� �� A - W + 9F0 12'11 o xnoe Fz a Ex-FiT C€ J �� ,.. _, AYj. 84 2 _ - sli _ Xc,a . �-[, e1 I� - _ _ C/L NEW DBCH / - �- o-- 12 �INv_zo.]O / - w e / �T93 �cv-.ri "2z z -- zz -str _ `e Q Il - _ - r pq _- -may ara9 �'N ` _ _ -llCC l'l , INV � / I ( 170 1220' E% GATE x L _� / a Is 70 _ icc .arvr q� f ucc �_ / s, qs- zl:oe o� l i 1 - 2 _T_ - 'v / EX GRAVEDRIVEP ;4�- 2 / -� -��- , _ gcG I / 1 2i O5 �I30 V V I f 4 /61i � 42, 'p ( - H34 %�' r - - a2zn . uz4 / Zi` 7 1 L �LIr�C iv9 I13d I '. r / 1rn EX FEr)C�Ra3e °eo 1 v I /l / law T / 00o Y!]D °9 - �� � >1 fi-m -BLDG NH152/ / II �. E%. OATS PLAN - CG101 rao�R�TH DISCLOSURE OF INFORMATION A SITE PLAN -GRADING & EROSION CONTROL /f\THE CONfFACTOR SHALL COMPLY AS FOLLOWS: AVOUS ENGINEERING pA �IeI FFIOI s -90' o pIWBEPN 6 A THE RNIRACTOR SHALL NOT RELEASE i0 ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION Neeax Nwnv MARINE CORPS BASE C,p ANY UNCLASSIFIED INFORMATION, REGARDLESS OF THE MEDIUM (E.G. FILM, TAPE, DOCUMENT), P135e1 NH wee cAMV LedEurvE rIORTHClRNJ. PERTAINING I TO ANY PART OF THIS CONTRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS Des. / x. Avous r F DESIGN ADDITIONAL PATIENT PARKING, AREA D, NH100 1/ TIIFCONTRACTING OFFICER HAS GIVEN PRIOR WRRTEN APPROVAL: OR OR usp/wrr 2 E INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE. `oo oex. J CAVOL,q rC MARINE CORPS BASE CAMP LEJEUNE w, CA a -I B. REQUE33TS FOR APPROVAL SHAH IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE aQgN,l sueuNTEoer � E I MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE, THE CONTRACTOR SHALL SUBMIT US v DesmNDA T N. RURTON. I SITE PLPN-GRADING & EROSION CONTROL REQUEST T� THE CONTRACTING. OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED DATE OF _ RELEASE ' 16y�sigp� _ npnxovFn rrvo on vice once s�t+p canFloFrrT OR NVFAD DRAWING NO 20 a l0 20 4o C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER '_, (' r�Mt9"0� F" 60091 60021497 -- OMIT c T. WINE NO. xm 18RIEI THIS C T SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE K n , snTwTACTogvm NATr GRAPHIC SCNE 11 - p. THROUl PRIME CONTRACTOR TO THE CONTRACTING OFFICER. aE px0de.r IgTnF SC LE NOTED -spec 0111-2e SHEET 04 OF 10 a 1.10Iy v� / j MODIFIED DRAINAGE BASIN / �� J� X 16.42 / x 16.05 / 93,342 SF, 2.15 ACRES / x 17.00 x / J 1 x 6 cl �2 16.86 n 8 / x f� / A w a 9 � . 15.59 3 / e p / T7.67 � / 15.61 I ! EX. ID" RCP TO REIN' �� x 17.04v tv / EX. PARKING / -x 02 �� �QS� / �/ �� 7.50 / p0 a132 I 16.95 \ o�EBAY BOTTOM EL-1)0 AT ENT c �I� 38 x 17.40 �EORcenY BOTTOM EL=los' T EXIT x 17.18 \ V x 7. 9 x 17.52 A \ VA 6 A 7 A \ 7. V F 7.00 / A x 17 . ' ' � I x \ x 4.� x� x 18.151 x 17.69 x �' x - / �� k4 / �• i' RE MENNEN POOL EL=1a.13' I I T 1 A 17.42 x 18.19x ' x 17.79 V 1 x iz88� 14 / ° ti x - 8__ i� /� 9�° A I ��7 P7.1 - 1 / �x 17.57 7 x 17.91 1/ 18.06 x 18.39 EX. PARKING i VV , ,/ SWP24 A , XT,I / 9 3.62 ;�8.11 MAN POOL BOTTOM EL=9.o' i i x 17.71 �A �� x 18.29 /I ! 1 �� x ./6 F� �� x 18.66 4 I I s. 17.211 7.32 V / - ` XIE 16 0 / x 8.93 & (� x 17.69 NEW zslF 18aRCP 1MRES ENDCTION 3AUS .17 IA��\ \ x 41e.4e Nx18.07 g7 I= SO PE,S(? _ i 1i5.76 Z22 17.90 y�, LIMITS OF DISTURBANCE x Ia- 3 �� \ 6 17.0 EX. PARKING x 18.60 3. s z 1 A � 55,541 SF, 1.28 ACRES I 1 4 / xv16A 119.19 i ��4.42 //t A x 17.81 x 19.02CAP PERMANENT POOL ELEVATION 14.13 , S�7 46 1 �\ x 18.36 \ �A S 6 113 / TEMPORARY Pool ELEVATION= 15.1' x Y 1Z59 �6 x 14.58 1 x18.17 x18.77 � x19.62\ � � I .A ---x-14.29 x �4`83 x ,x 15.7 F, �\ x 17.16 /1 PLAN NORTH A ENLARGED SITE PLAN-STORMWATER POND (Clot ILL@ SCALE1"=IO POND SHALL BE RESTORED TO ITS DESIGN ELEVATIONS AT THE CONCLUSION OF CONSTRUCTION OPERATIONS - GENERAL CONSTRUCTION NOTES: i. THE LOCATION AND DEPTHS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE THE CONTRACTOR SHALL BE RESPONSIBLE FOR SCANNING THE AREA OF WORK TO IDENTIFY TO HIS OWN SATISFACTION THE EXTENT OF DOLINFS PRESENT INCLUDING THE UTILITIES INDICATED TO BE PRESENT, THOSE NOT SHOWN, AND THOSE SHOWN TO BE IN A DIFFERENT LOCATION_ P O V 2. HTHE AREA OF WORK OR THOSE FEATL REST NOT RELEVANT TO SITE FEATURES WORK ED ARE THEWORK IN PERFORMED HM AP NOT SHOWN FORLAXITY. BC G E L CC C O F O 0 1 THE CONTRACTOR SHAH RESPOFOR MAINTAA NG TRAFFIC FLOW DURING THE COURSE OF CONSTRUCTION THE CONTRACTOR SHA TR DNEL-0P A TRAFFIC CONTROL PLAN i0 BE SUBMITTED FICEFOP,SHALL TO THE CONTRACTING DEFILER FOP r1PPPOVAL TO STARTING CONSTRUCTIONRE_ 4. ALL EXISTING VEGETATED AREAS DISTURRFO DURINGINGB CONSTRUCTION SHALL BE REVEGETATED IN ACCORDANCE WITH THE PROJECT VEGETATION PLAN. SEE DETAIL E SHEET CG501 5. COMPLETE ALL TRENCH SECTIONS IN ACCORDANCE WITH DETAIL J. SHEET 05501. 6- GRACE EVENLY BEPNEEN A L SPOT ELEVATIONS SHOWN_ SPECIFIC WORK ITEMS (THIS SHEET) 01 NEW OUTLET STRUCTURE SEE DFTAII A SHEET. CG301. EXISTING STORMWATFR BASIN TO BE HE ARCED, SEE CROSS SECTION, DETAIL P. SHEET CG301, 03 EXISTING OUTLET STRUCIUSF AND OUTIFI PIPE TO BE REMOVED ® INSTALL GRAVEL CONTROL ENTRANCE SEE DETAIL B. SHEET CG501 INSTALL SILT FENCE SEE DETAIL A 'HFET CC501 © INSTALL RIP RAP OUTIPT PROTECTION_ SEE DETAIL 13 SHEET CG501. (7 POND SKIMMER DEVICE, SEE DETAIL C. SHEET CGI01 EROSION CONTROL NOTES: SCHEDULE OF ERO LOU. AND SEDIME RATION CONTROL AC TTIES I_ INSTALL GRAVEL ONTPOL ENTRANCE AT DESIGNATED PROJECT ENTRANCE 2 INSTALL SILT FEII IND DROP INI FT PROTECTION AND CHECK DAMS AS INDICATED. 3. CONSTRUCT SITE AMPROVEMENTS 4. STABILIZE AND SFFD AIL AREAS NOT TO BE FURTHER DISTURBED B° CONSTRUCTION VIRILE PFF 1HF VEGBAIION PLAN AND STATED TIME CONSTRAINTSi 5. INSTALL STD TO ESTABLISH FINAL VEGETATON. B. ADDIIIONAI M`�Cfi[ANTOUPS EPSY,IM rCInROL MEASURES MAY BE REOUIRED WHEN DEEMED NECF sRY M THE CONTRACTING OFFICER OR CONTRACTOR. 7_ REMOVE SILT fENCTNG. GRAVEL C CTP01 ENTRANCE AND CHECK DAMS ONCE VEGETATION C DO% ESTABLISHED - B. REMOVE ACCUMULATED SEDIMENT FROM 51ORMWATER POND UPON ESTABLISHMENT Of PERMANENT VEGETATION MAINTENANCE PLAN 1. ALL EROSION AND SEDIMENTATION CONTROL DEVICES WILL BE CHECKED FOR STABILITY AND OPERATION EOLIOWINC EVERY RUNOFF PRODUCING RAINFALL EVENT BUT IN NO LASE LESS THAN ONCE. EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL DEVICES IN THE OPERATIONAL CONDITIONS INTENDED 2. ALL AREAS WILL RE STABILIZED IN ACCORDANCE TO THE PROJECT SPECIFICATIONS AND THE VEGETATION PLAN IN DEPTH TO ESTABLISH AND MAINTAIN A STABLE GROUND COVER ANY SEDIMENT TRACKED ONTO THE ADJACENT ASPHALT ROAD SHALL BE REMOVED ON A DAILY BASIS 3. SEDIMENT SHALL BE REMOVED FROM BEHIND SILT FENCING, CHECK DAMS AND INLET PROTECTION PRIOR TO THE SEDIMENT ACCUMULATING TO A MAXIMUM DEPTH OF SIX INCHES. SPECIAL SEEDING NOIE ALL IINJD D API AS W 1. Yh-11 CALINFAN DAYS Pr A LETDR OF ANY PHA;L or GRA INP, OP f FATNS OC ADING ACTH ES BE PLANTED AND PRGNDCD 'MIT rl, `P/R' UPF"PIIAOFNT DRGOO `LVP, DEVICES, GR .IR'JCTURF5 DI I(11W P rr RCt 15104 ALL DENUDED AREAS W I Vnr4N 7 DAT F CDVJH : OF CONSTRUCTION OF PeLIPID I"RNANINI CPOUNo (C)$R WEE: I. ALL FILL MATERIAL. NEEDED TO EXECUTE THIS PROJECT SHALL BE OBTAINED FROM AN NCDEUP, LAND QUALITY SECTION PERMITTED BORROW PIT. NGTE. NO WETLANDS EXIST WITHIN THE LIMITS OF DISTURBANCE NOTE'. PROJECT DRAINS TO NORTHEAST CREEK SURFACE WATER CLAGS6ICATION IS tC NSW, HOW STREAM INDEX IS 19-16-(35) SOLID PRECAFT rn.rocs "I bE ALUMIINIII 4 OC. 4" PVC OUTLET DEATH SCOLP) #5 U,UMINUM BAR AT 4' L C EACH WAY V°.OCT 9 TO PLAN FRAME AND ATTA HEU TO-- OVH'FLO'N WEIR POCONO 18" CLEAR TOP OVERFLOW WEIR =160' Pr iYP 4 SCREW TYPE RUG—_ 6. ELEVATION TOP 4 P 15,!, 1 _1tVATION OVERW ARE 15 15 PRNVDFWAUEFASJElSAPE OF ST IURE V OUT-14.0' PVC STUBBED INTO BOX INVERT OUTLET PIPE - 1A1,3'__ ELEV 4" PVC CAP WITH 1 1/2' HOLE DRILLED = 1115 .r TOP OF LOSING = 9.0' -"- BOTTOM OF STRUCTURE 8.5' .g ro BOTTOM OF CONCRETE SECTION STORMWATER POND OUTLET STRUCTURE A THAI LDA IAND AREA_ _SHALLOW WA GO' 1=1911 —F 3 I. 6 3' SAFETY IIDGE� J WDE x 1/4" [HICK METAL STRAPS 24" 0_C_ ANCHORED N CONCRETE 1Y MIN. (TlIICAI. OT 4) IOFED 18" RCP & (1) FLARED END SECTION SECRETE 25 LF 18" RCP & (1) FLARED END SECTION 9" PRICK CONCRETE FOR PIPE PERMANENT POOL ELEVATION = 14.13', AREA = 6,683 SF TEMPORARY POOL ELEVATION = 151', AREA = 9,205 SF SAFETY LEDGE TFMPORARYPOOL = 15 1' ELEVATION=I4.IS 5 — ELEVATION=14.13-� 1 PEVAlI0N-132 PERMANENT POOL REVATION = 14.13' FOREBAY MAIN POOL 1 SEDIMENT CLEANOUT ELEVATION ' 11.5 SEDIMENT GFANOUT FLFVABON = 10.0' 1 _____________ 2 MAIN POND DOTUDM ELFVAIION - 9.0 2 LFOREBAY B070M EL - 10.5' �1a" THICK RIP RAP ON �2�uvERs PoND 9NII HF R6TORT0 TO RS -FORERAY BOTTOM EL - 10.0' A of NON -WOVEN FILTER A RIC DESIGN ELEVATIONS AT THE CONCLUSON 1 OE CONSTRUCTION OPERATIONS. PLgLMETER SHELF FLANUNG-RI'QUIRIPME NIS. SOIL ANALYSIS AND AMENDMENTS THE CONTRACTOR SHALT BE SCOURED TO COLLECT A MINIMUM OF TWO SOIL SAMPLES AT A DEPTH OF 6 INCHES FROM SEPARAIE ARTAS OF THE PERIMETER SHELF AREA OF EACH POND_ 2_ THE SAMPLES SHALL BE SUBMITTED FOR ANALYSIS FOR RECOMMENDED SOIL AMENDMENTS FOR THE PLANTINGS SPECIFIED. r r NECESSARY ADJUST H ,RANI T CONTRACTOR SHALL PROVIDE SPL AMENDMENTS NECFSSAR 0 DJLT SOIL ORGANIC 3. F P CONTENT T F T F LT NI AEI. S II TEXTUk_ TO MEET THE FOLLOWING. 0 PIT VALUANIC a % ID ZO SOIL HC CONTENT C9 MINIMUM By DRY WEIGHT SOIL DMNS LOAMY SAND WITH NO MORE THAN 16 CLAY 4. ANY SOIL AMENDMENTS E ALL BE APPLIED AND MIXED INTOSTONES THE TOP 6 INCHES THAN SOIL DEPTH 5. THE SOIL SI{ALL BE FINE GRADED i0 REMOVE ALL STONES OR ROOTS GREATER THAN 1 INCH DIAMETER PUNT INSTALLAIIQN AND ESTABLISHMENT 1. THE CONTRACTOR SHALL U➢LIZE FRESH, NURSERY RAISED PLANTS AS SPECIFIED IN THE PLANT LIST_ 2, ALL PLANTS SHALL BE INSTALLED WITHIN 48 HOURS OF RECEIPT FROM THE NURSERY AND SHAIL BE MAINTAINED WITH ADEQUATE MOISTURE AND SUN TO MAINTAIN THEIR VITALITY. 3. GIANTS SHALL BE INSTALIEO BY HAND AT THE SPACING SPECIFIED. 4. NEWLY INSTALLED PLANTS SHAIL BE WATERED IMMEDIATELY AFTER INSTALLATION UNLESS THEY ARE INSTAUTA IN A SUBMERGED SHELF AREA PUNTING RESTRICTIONS 1_ PLANTING SHALT. ONLY OCCUR DURING THE MONTHS OF APRIL THROUGH JUNE OR SEPTEMBER THROUGH NOVEMBER FOR SHALLOW LAND AREA PLANTINGS_ SHALLOW WATER PIANTING SHALL ONLY OCCUR BETWEEN APRIL 1 THROUGH JULY 15. 2, FOR STORMWATCR PONDS COMPLETED OUTSIDE THIS PUNTING WINDOW, TEMPORARY VEGETATION TT IT GTA F N THE PI PLANTING AREAS UNTIL THE PIANTING WINDOW IS REACHED RC C. BI IS IED 0 E SHALLOW U D PLA ING E S U L E_ . C PIANTING MAINTENANCE 1. THE CONTRACTOR SHALL INSPECT ALL PLANTINGS ON A WEEKILY BASIS FOR THE FIRST 60 DAYS AFTER PLANTING. THE CONTRACTOR SHALL WATER ALL PLANTS AS NEEDED TO ENSURE SURVIVAL_ 2. ATER 30 DAYS, ANY DISEJSFD DEAD OR DYING PLANTS SHALL BE REPLACED WITH THE SAME SPECIES. 3. THE CONTRACTOR SHALL WARRANT ALL PLANTINGS FOR A MINIMUM PERIOD OF 12 MONTHS AFTER INSTALLAHON PROVIDE PIANTINGS SPFCIFIEO AROUND FULL POND PERIMETER (6 TECH STRIP) SHALLOW WATER AREA SHALLOW LAND AREA RE 15 13' EL Inns-1 , EL-16C' ly S J1 IT 3 fi PERIMETER SHEET PLANTING LIST L PUNTING LOCATION SCIENTIFIC NAME COMMON NAME SIZE SHADOW WATER ANA SRNLOW UMD AREA IRIS VIRGINICA BLUE FUG IRIS URGE. PLUG X PELTANDRA VIRGINICA ARROW ARUM URGE PLUG X SAGITTARIA UNCIFOLIA BU[LTONGUE LABOR. PLUG X SAGITTARIA LATIFOLIA DUCK POTATO LARGE PLUG X PA AN M S RG ILA AM RI AN M E C U -R BUR CID LARGE GE PLUG X ZIZANIOPSIS MILIACFA WATER MILLET LABOR PLUG X- PROVIDE EVEN NUMBER OF SPECIES PUNTED AT 18" O.C. IN ALL DIRECTIONS WITHIN PERIMETER SHELF. PROVIDE A MIXTURE OF EACH PLANT SPECIES SO AS TO PROVIDE APPROXIMATELY 33% COVERAGE OF THE PERIMETER SHELF IN EACH PLANTING ZONE WITH SPECIES SPECIFIED FOR EACH PLANTING ZONE SIORMWATER YET9NlON POND TABLF rI MAIN POND _ CONIQUR 14c 1s1os 14 150TJ 13 IAREASF AR, APEAT DEPTH /L VOL'CF 14474 AJE8 n,3 D IS 1 h59 " 4 55. _ 1) _ _ _I1 10 5954 3467 4214 — 3706 1 � 42'4, 3 370B 2995 32E5 I� 322 3 257 E)IM4M I `I�FNT _ TOTAL ? 16 562 `OREBAY, _. C_OMnUR_ I4.13_ 4 1 AREA(,) IS78 AJ AR.r_A SF/ PFPTH LE VOL !_CFT 1 "'T I 1194 1 _ 1 _ _ _ _ I 20 136E 2 1 A F0,5 9C9 12 2 11 _ 1 OC2 N2 946 O J 4 j 558 FFA'FNE 1 PULAUNT TOTAL___ 3,040_ FOND STAGF/STPFAGJ REIATIONSHI" STAGE OF ELEVADCN A 14 13 F ANFA(S 1 6F,8.'. I 9070 (1 .BL(C, F) G _ NT I TOTA� 1101JIUF AROVF PFPMANENT PDO 0 685E 0.87 FT 15 0 FT 187 FT 16D Ill 10451 P761 'CC14 2'VeM 1„I�5 4' SCN 40 with orange III,\\\y"' GoupAng eonrle Ilan 4' APE, fica1 3'SnN40 SOLID pmnha� n r artn / SUPPLIED BY USER / saw. 3' hose. As dran's 3'tM1readenrypb a'Inlel .. SITou,lel eErl r,tl ekensmr inl 1SKIMMER NLIL,; V MIA P S17F NI ALL PT E P INrIIL5 2. ORFI(F DAIN IFP G14411 11 11 Alb:; ?. TFMPOWPI._i rTYJNECT Sk MMFR ISO I f1 )EVICT T1L I, OJS )F I„N. RPM; L 4A I ., I FIN :)F LNSTk , E D C POND SKIMMER I NOT TO SCALE STORM WATER POND CROSS SECTION THE CONTRACTOR SHALL COMPLY AS FOLLOWS: A THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION wp O�eox Issra �n I NEW BERN. NO 2er1 B NOT TO SCALE ANY UNCLASSIFIED INFORMATION, REGARDLESS OF THE MEDIUM (E.G. FILM, TAPE, DOCUMENT), PERTAINING TO ANY PART OF THIS CONTRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS PHRsz W3m 5 DOS. AVOL IS eE. DR MAP 1lYFF I. THE CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL; OR pPgH CA,go`p.. g Y!yv% YY, A :ry 3 .AA .,, fi'A�°`i` AE PROJECT #19006 CHK d. C. MON PE. 20 0 10 20 4O GMMIIC scue 1' - 20• 2. THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE ��`` B. REQUEyIS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE MEDIUM T0I E USED, AND TW PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS REQUEST7THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED DATE OT RELEASE 3 C. THE CONTRACTOR AGREES lb. INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE THROUGH THE PRIME. CONTRACTOR TO THE CONTRACTING OFFICER, SUBMITTED BY. VESICN CIA THBURTON, PC nvvRovEo. rwo on Olcc SATISFACTORY TO D CUTLET MD PI UG Aluminwn straps .AN.Ann b1e1 J3.x /33' x Skimmer shown in floating position 111+ 41 rf JUL CG301 MARINE CORPS BASE cAMP LEJEUNE, NCMH CAROUNA DESI(7N ADDITIONAL PATIENT PARKING, AREA D, NH100 MARINE CORPS BASE CAMP LEJEUNE CR01 S SECTION & DETAILS-STORMWATER POND I s¢c c FloervT IN NNVFAC DRAMNANO. 60021499 F 800s 1 GGNST. GOSPEL ND, WW6S,&B 0® rt _ SCALE. NOTED I SPEC osmm28 SHEET 06 OF 10 r2' ASPLAI. TIC CnNFRFTL SURrAC[ YTI / -TALK COX[ / ( A,I'HALTIC CON-1111 L E IWITUPHDAIF ➢ ISE E NIW 8 A,c s TONE .p2 BASE COUPE 1 J b rcri //l, 'V A� �CIJPAciEC SURCISADE ASPHALT PAVEMENT SECTION /"A NOT TO SCALE 30" - 1 6, ��u III ul lull Iu-ul III II -III 2' RAPIDS III III III- III II III •.. . PAVEMENT ��. CONCRFT - 1'� SPILL GOULD � 1 �ill�iVi'-liiiulll 111uI1I 2 RASP• VIII —III - { CONCRETE " ,PAVEMENT_ _ ��.. cusp & GunEx. CATCH GUTTER IEGE D SPILL CfIRBINC CATCH CURBING NOTE , 1.(CONTRACTION JOINTS SHAG BE PPACED 100 CC. TO A MNMUM OFRTII OF 1-1/2'. 2 'C(INIRAFFION JOINTS SHALL BE FIRED COMPLETFIRWITH A JOINT FILLER SUDARIE FOR THE APPLICATION 3 CXPAN.,ION JOINTS SHAG BE PUCED RD OC. ADD ADJAf FPT T' ALL F18L0 OBJECTS (COATIS, WALKS. ETC.) 4: PROVOF AT RFVAIIONS SHOWS. SLOPE CURB &:SPIER ISIMI BETWEEN SPOT EIFVATIONS_ (o��/I CRBAGUTTER U RADII I SHOWN """"• A J �IACF Cr CURB PLAN VIEW 4 —C z -- u SECTION A -A IVALLEY GUTTER � NOT TO SCALE ' FINK GRADE ASINUCATFn 1/A XPL4'-JOINT �6,6 WWF I0/10-1 UP 1, PRO 1 C EXPANSION JOINT$ ALONG ALL EXISTING 9RJCHUROIUNES AND wArl'S AND A' 51 wTrPvnLS etDNG CONTRACTION JOINT s Ra14Hr F CONTRACTION DT MnJOIN 2 PROVIDE CHANCES N DIRE TORT$ AT 8'-0" ONRVA6 AND AT ALL SLAT 9F IV 8- WHAT OF - UC CONTRACTION ,InNT snnu nF 1/6" CODE x e/a' PEEP. CONCRETE SIDEWALK D NOT 70 SCALE 0� i NC4BU WARNING EETA - cEeF' NrpnT STANOARp H48 06 ISOMERIC _VIEW SR 6 r 6R8 (` D 1 fi rl RB & CUTTER SHGWTU -IJI MAX RAMP SECTION o 6 SIDEWALK 6-0 WIDTH 6.S SINAIIpIPANS ICB TRANSI�I BCF +ARABIT SORE, vm L TO EXCTrn 101 (10x) SECT;ON A_A ACCESSIBLE RAMP E NOT 70 SCALE A. f SOLID PARKING & HANDICAP AISLE LINE - WHITE SIDEWALK EDGE OF PAVEMCNT L_ r., b 1 A24" GA' 1_10' MIN. WIDTH-1 (CROSSWALK -WHITE STONE rEW 10" AGGREGATEN- BASE COURSE!, G ASP NOT TO 2" ASPHALTIC CONCRETE SURFACE COURSE 2' ASPHALTIC CONCRETE INTERMEDIATE COURSE - 1 PIPE TRENCH SECTION ALT CUT & PATCH IN LI -RANT/CCVFa PAVIME T 8 DEGREES 24 MINIMUM -- ! GROUT ENTRANCE PIPE < --Z X4" KEY .- `.- �15012'O0. EW. `6' COMPACTED STONE NOTES FOR CUP Iw1IS. PROVIDE US FOUNT E5181-6420 INLET HOOD A GRATE _ FOR YARD INLLTS PPDVIDE US FOUNDRY 14120 FRAME & CRATE SER16 WITH GRATE F6170 IN GRASSED AREAS_ UCT DROP RUES Of PRICKS 2 coNmAOoa NAY GGNSTNCURB INLET MAPPER' PER THE SPEGIHGAN�r, HNOT TO SCALE SEE SPECS FOR BURY RFOUWENTUES BODIES WARNING AND DUENTIRDEON TAPE BURIED PORETHTN ,FENCASEMENT- '/ ON' IEUC IIRF ONLY '/Y PIPE 0 L / 6 o°o 00- Nnutt MAIN 0 0`o c O SZE As INDICATED b0 TU O�O�OU U o 6 IlIN CRANDIAR PIPE OPENED 13 -OD. Orr 12" OPF RIVE -TRENCH WITH SEOOING NATERI4 PIPE TRENCH SECTION NOT TO SCALE i ASPHALT G STONE BASE SUBGRADE ACT I'EFp CONTINIJIFIN JOINS SIIAIL BE IT 1,;11 1 i 1Q 0 A HPIHUM DEPTH OF 1 I+ 2 OMEGA TIPO TONIC II nA ILLY VII I I A IUPI 11. FP')IT [P LIi U IF ARE 111APON. 3. E XF ADS E JOIN2 S Al I c I A E F T ILILIFF FIT I I A L FKE INIEEI OA<LSNIIS, ETC 4. DISCARLO n FII,AuIv ,IIJ IPI 11 AI,� 1.1 P� TNrIN IFIG IIF gl'rJS CURB AND GUTTER PATCH K NOT TO SCALE SIGN PAN AID- DUST PLIGII Tn2' yyy 16 CA 2,2 GAL PIT •1PI WIH A PERMANENT WFATHFBpF F rAl OR 1 ;AIV.`ITT LIAErIU IC ETETI TRDWE F OFF] FINISH FPADF OR 1nVT AnU 8' DIA MIN CTEI LIRCTILP T -I L "I I "I I I I I 11IT I L SIGN MOUNTING �\ ACCESSIBLE J— NOT —TO SCALE PAVEMENT MARKINGS I C 1 NOT 705CALE THE COATI SHALL COMPLY AS FOLLOWS: A THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZAPON ANY UNCLASSIFIED INFORMATION, REGARDLESS OF THE MEDIUM (E.G. FILM, TAPE, DOCUMENT), PERTAINING TO ANY PART OF THIS CONTRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS 2. THE CONTRACTING OFFICER HAS NUR WRITTEN APPROVAL; OR Z. JHE INFORMATION IS OTHERWISE IT PUBLIC THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE. INFORMATION i0 BE RELEASED, THE B. REDUESB FOR ,ANDAPPROVALTHE SHALL IDENTIFY THE RELEASE, MEDIUM 10 BE USED, AND THE PURPOSE FOR THE RELEASE THE CONTRACTOR SHALL SUBMIT ITS REQUEST TO THE CONTRACTING. OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED DATE OF RELEASE SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER C. THE CONTRACTOR AGREESSUBCONTRACTORS O INCLUDE A SUBMIT THIS U CONTRACT. SUBCONTRACTORS OSHALLTHE SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE THROUGH HE PRIME CONTRACTOR'. 70 THE CONTRACTING OFFICER. AVOus FNGINEERws. PA D aDxl sa NEvr NERVING ZKx' vnFtst,,aawea DESKAVOID v . I. T . DRMAE', Tan r,.,,,r .oPgN„S9Ho`.��n a Esl� L9 C = f69 NR. AvQ, AS PPmFCl Ix16 cHK I. c. Avous re suNM ITE➢Ni oFsl ,ry ola TH6nRTouvE vRRovcD no oaolrc ,nnsrac rove ro rl r n r- VT 'NAIL AmE JBC ) R6 � PA ISA'EG AN r IF 1 1) [ LL ,TNT: AND R 1 W11TF'STEROL PIT 11 IJ 134. CR'JTb IMOROI II11 1 en I I uL,E ryM,G, ARKING SIGNAGE CS501 r,� MARINE CORPS BASE CAMP LFIEUNE NORW CAEO3" DESIGN ADDITIONAL PATIENT PARKING, AREA D, NH100 MARINE CORPS BASE CAMP LEJEUNE DETAILS PATE SIZE tMF mFNi GOuFVFac SPARRING, N0. F Boogi 1 60021500 DATE CO IGMINTR NO NIWfl BIJWTR 8 suUF uoTFP '6pec oslxane SHEET 07 OF 10 (1 I 1,11. �AITP-FED _ ZR O GJ OO O 6 LATE OF COgR rP-RFCnrE (2"-3'L O �00 EVERT,' LAYER OF r_VF HASF COURSE On On MAINTENANCE O 1> TE O 1- MAINTAIN ENTRANCE I0'I CONDITION THIS MAY 1F O O O REQUIRE PEPIACEMENT CT O OF STONE. C O TOOL OF TXISIING ROADWAY PAVEMENT A GRAVEL CONTROL ENTRANCE NOT TO SCALE SFII ANCHOREC, METRE POST M B 0 C. MAX I - 12 GAUGE C4 WILL IS :H i - IT TIC FABRIC RI IRY I r <- TLEW MAINTENANCE - I. INSPECT STRUCTURES WEEKLY AND AFTER AT LEAST A 1/2' OR GREATER RAINFALL EVENT. IS 2 REMOVE SEDIMENT FROM BEHIND SIT FENCE PRIOR TO IT REACHING A MAXIMUM DEPTH OF SIX (6) INCHES B SILT FENCE NOT TO SCALE rl" THICK NCDOT B57 STONE ON UPSTREAM SIDE 0J Or a OO Y'F j C .x nC 1 0 1. r FILTER. CLOTH IS" THICK OUNCE CAM WASHED 5' UPS STONE ON UPSTREAM SIDE �. fCIASS B ,.(RIPRAP o w Fl•'O.A-p0 2 CLASS A NON-WOVENC 5 FVt%IMUM ,T GFOiEXTILE FABRIC MAINTENANCE I. CONSTRUCT CHECK DAM OF PIP RAP STONE PLACED IN ACCORDANCE WITH DETAIL 2 SEDIMENT BEHIND THE CHECK DAM SHALL BE REMOVED PRIOR TO THE LEMEL REACHING WITHIN 6" OF THE CENTERLINE CREST OF THE DAM. i. SHOULD SCOUR DEVELOP AT THE DOWNCIPEAM END, IT SHALL BE REPAIRED 09FDIATELY CHECK DAM NOT TO SCALE 5STEEL POST I I I 7rR � � � � ' NCDOi 151 STORE I uru. ,mnr..n TEMPORARY VTAW 11.1. K17POA: lodTnR TO rcreoncmN ron -19 GAUGE HARDWARE CLOTH (1/2" OPENINGS) PLAN /- 5 STEEL POST ,'I-- 6" THICK NCDOT r r / E57 STONE AROUND ,L PERIMETER Y��.t rrFrT CATCH BASIN FABRIC v `-CATCH BASIN NOTE: MAINTENANCE UNIFORMLY GRADE A SHALLOW L INSPECT STRUCTURES WEEKLY AND DEPRESSION APPROACHING THE INLET AFFTERR ATT L LEAST A 1/2" OR GREATER RAINFALL EVENT NOT 2. CLEAR DEBRIS AND REPLACE STONE PROVIDF DROP INLET PRDTECTI AS NEEDED M. REMOVED ACCUMULATED SEDIMENT AT AIL DRAINAGE STRUC POKES- WHEN IT REACHES A MAXIMUM OEP11T OF 6 INCHES. 1� DROP INLET PROTECTION \ - / NOT TO SCALP AFTER COMPLETION OF GRADING ALUVIOFS AND THE (C0 STRJCIION OF SWALFS All FXFOcED AREAS SHALL BE.SFCOLD TO TUT FOIIDAiNG SPEITICATIOAS STEP_BED 'UM 1-1/2 RUN PER ACRF TEE III 17FR 1/2-ION PER ACRE SL RY CRAW 50 (KC PER ACRE TAI fE �UF 100ICIS PER ACRE MArjrj 'HRUUSH AVCI';I ,CE NBEDE 5 LOS PER MET ER EDURE 5TRAW MU CH SHA[L BE APPIIFD AT A RATE WHICH WILL INSURE APPROXIMATELY 75% GOVERA;F OF 1HE SEEDED AREA 1HE STRAW AND SOWN SEED WT BE UGLILY OISCED INTO HE BED TO R,$ ITfURTIIFR RCSSTANCE TO BLOWING AND WASHING THE 'CONTRACTOR SHALL GUARANTEE A FULL STAND OF GRASS OVER THE ENTIRE DISTURBED AREA IF NEq OSARY THE CONTRACTOR WET WET DOWN 1HE AREAS r0 ASSIST IN SEED GERMIN,BTIDN OR AID IN GROWTH IN TIMES OF FXLEBSVELY DRY WEATHER. A STAND: OF CRASS PALL BE CONSIDERED ACCEPTAR L WHEN THE ENTIRE STAND OF GRASS IT AT'.I FAST FOUR INCHES HIGH AND HAS ACHIEVED AT LEAST 95% COIICRA T OF DSTURBEB AREAS. RFSEEDING WILL BE REOUIRFO AS NECESSARY BY PHHF CONTRACTOR TO OBTAIN THE SPFCPEP STAND OF GRASS. PERMANENT VEGETATION AIL DISTURBED AREAS NOT COVERED WITH RIMEDINCS. PAVEMENTS. OR OTHER 'IMPERMEABLE SURFACES SHALL RE SODDED WIH CENTIPEDE SOLID SOD AS [HE RNAL/PERMANENT VEGETADON. REFERENCE SPECIFICATION SFCNON 02 82 50 RE-ESIABIIOIITNG VEGETATION" FOR SPECIFIC SOD INSTAUATICN AND SOD BED PREPARATION REQUIREMENTS. SPECIAL SEEDING NOIL ALL DENUDED ARFIS WILL, WITHIN 7 CAI.FNDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING OR Gl ACING OF GRADING ACTIVITIES, BE PLANTED AND PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DFVICFS, OR I STRUCTURES SUFFICIENT 10 RF5FRAIN FROSION- I ALI DENUDED AREAS WILL, WITHIN ? DAYS OF COMPLETION OF CISTPUCRON HF PROVIDED PERMANENT GROUND COVER- F VEGETATION PLAN NOT TO SCALE i I PINNED III PIAJ FlD-, Enswc/nrvlsH URnoF Yl �.. 00 0 -� ,alpo o 000000 1 AOUTLET �PIPE UO O 00 A 000 O oO O C NOTE ° FLOW >� 0. 0 00 RIP RAP 00 0 1. THE CENTIPEDE SOD SHALL INSTALLEDCo 0 IMMEDIATELY AFTER THE COMPLETION OF I,� o� do o11 0 SWALE GRADING ACTIVITIES . -� IcooOo 0 00 OT,ytOOGc� FLAN VEGETATED SWALE CUTLEJ PIPF c -.- NOT TO SCALE FLOW � I RIP RAP 0� 0� g01 0�0�0ii �EII IIR FABRIC SECTION A -A. A B D E RIP RAP_ SIZE MAINTENANCE 1. INSPECT STRUCTURES AT LEAST WEEKLY AND 5" 18 5' 1'4 16 18" D50 6' MAX-9" AFTER AT LEAST A T/2' OR GREATER RAINFALL EVENT. 2 IMMEDIATELY MAKE ALL NEEDED REPAIRS I i RIP, RAP OUTLET PROTECTION NOT TO SCALE Ili I DISCLOSURE OF INFORMATION' I THE C"CTOR SHALL COMPLY. AS FOLLOWS' AVO11S ENGINEERING. PA H 51N , w A THE *TRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION NEWSERN. N!'2MY. ANY UNCLl SIFIED INFORMATION, REGARDLESS OF THE MEDIUM (I FILM, TAPE, DOCUMENT), PH I2521E'JFWKI PERTAINING TO ANY PART OF MIS CONTRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS DES. I AM IT PF L TIDE CONTRACTING OFFICER HAS GMEN PRIOR WRITTEN APPROVAL; OR NE MSPI ITT 2. glwE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE. FJGAs PF`otwB. REOUE 1S FOR APPROVAL PHAtI IOENRF1' THE SPEGFIC INFORMATION TO RE RELEASED, THE FQ�(N HoL MEDIUM TO BE USED AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITSH R.IR1oN PFREQUEST T THE CONTRACITNGOFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED DATE OF OR oacRELEASE 1WZ3g,C THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER `+_THIS CONCT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASEA PROUD H,HE PRIME CONTRACTOR TO THE CONTRACTING OFFICER. AE PRD.ECT '.eDDM 1 CG501 MARINE CORPS BASE CANa LEJEUNE NORTH CAR0.INA DESIGN ADDITIONAL PATIENT PARKING, AREA D, NH100 MARINE CORPS BASE CAMP LEJEUNE DETAILS CIF I C IEIDENT NO NAVFAC CROWING Na F 80091 1 60021501 CONST. CONTR Na NmI!P wHm SCALD NOTES SPEC 0518S2A SHEET 08 OF 10 ... ,.,,. i REVISIONS T SITE _ VU0111AIIERIERNUT TING MODIFICATIONS tt vY" ,N•mr ' REPAIR FIRE LANE ACCESS ROAD, NH100 MARINE CORPS BASE CAMP LEJEUNE LANDFILL All CONTRACT NO. N40085-16-B-0029 m FRENCH INDEX OF DRAWINGS CREEK AREA '•'^ems _ NAVFAC NUMBER SHEET COUNT SHEET NO. TITLE P a' \c P\� e tv P eJ � `E;j %/ 6000 0 6000 12000 ��///�/ SCALE OF FEET LOCATION MAP - U. S. MARINE CORPS BASE CAMP LEJEUNE, NC10 EXISTING T `®'° ' � v ABBREVIATIONS r p° �. ` - xDrRr Pn i A r CIVIL LEGEND <°x 1. cRMxE .e�° IJICiTING DEseMRnox NEW APPRDx. APPROXIMATE/APPROXIMATELY a caNrrepcnoN JOINT POT WATER VALVE Ct, C/L CENTER LINE RIM® POST INDICATOR VALVE Cr CUBIC FEET AD SANITARY SEWER MANHOLE CONT. CONTINUOUS ELECTRIC MANHOLE GNP CORRUGATED METAL PIPE ° COMMUNICATIONS MANHOLE GONG CONCRETE O wP coRRucnrfD Pusnc PIPE OD STORM DRAIN MANHOLE cuMM. cuuuunvE o co snxrtam sexER clEnNour HAS o DIAMETER `rxlti:m Kid, ❑ STORM GRAIN DROP INLET DI (STORM DRAIN) DROP INLET p� FIRE HYDRANT DMN DRAINAGE MANHOLE TPED® m COMMUNICATIONS PCDf5i0. FULLYPOLE/POiE WITH LIGHT EL, ELEV ELEVATION E FASnNG (— GUY WIRE ELEC. ELECTRIC, ELECTRICAL —OHS / UCS- - OVERDUE / UNDERGROUND STEAM ETC. ET CETERA x o 5— SANITARY SEWER (GRAVITY) EX, EXIST �� D— — STORM SEWER FEs FUREo END secnoN - W- - - DOMESTIC HATER FIT HIRE HYDRAN V � e OHE- -- OVERHEAD ELECTRICAL HVAG HEATING, VENTILATION AND AIR UGE- - - UNDERGROUND ELECTRICAL CONDITIONING (EQUIPMENT) '•'m o„e UGC--- UNDERGROUND COMMUNICATOR INV MKRi -- F --- UNDERGROUND FUEL PIPING MAC MAC NAIL (CONTROL) VICINITY MAP -CAMP LEJEUNE, N.C. FENCE MAX MAXIMUM � CONCRETE 0 MIN MINIMUM N: NORTHwc 0 ASPHALT No./d NUMBER C — � GRAVEL 0/WS OIL/WATER SEPARATOR PRE POST INDICATOR VALVE - e SURVEY coxrreoL POINT � m Pvc POLmm CHLORIDE (PIPE) aao saoT ELr]Anorvs +xx.xx recP REINFORCED coxcRLTE PIPE ----25---- COMOUR LINTS 28 R RADIUS SMH SANITARY SEWER MANHOLE NOTE: � TREE sF sounRE FOOT/FEET TREE LINE / CLEARING LIMITSLT SILT FENCE I. ALL FILL MATERIAL NEEDED TO EXECUTE THIS PROJECT SHALL BE OBTAINED TBM TEMPORARY BENCHMARK FROM A PROPERLY PERMITTED COMMERCIAL BORROW PIT AT THE CONTRACTOR'S SILT FENCE --- SLT--- IYP. TYPICAL OWN EXPENSE -- - i SOURCE/pESTINATION UNKNOWN WWF WELDED WIRE FABRIC SIGN YN YARD HYDRANT 2, NO WETLAND AREAS ARE LOCATED WITHIN THE PROJECT LIMITS OF DISTURBANCE. k AND DEMOLITION ITEMS x � ® AT ± PLUS OR MINUS PERCENT SPECIAL SEEDING NOTE x EQUALS CUT &FILL SLOPES 3:1 OR FLATTER WILL, WITHIN 7 CALENDAR DAYS OF COM PLETION TION OF ANY PHASE OF GRADING BE PLANTED ANTED AND PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. ADDITIONALLY, WITHIN 7 DAYS, SLOPES STEEPER THAN 81 SHALL BE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, AND SHALL BE PLANTED. 60018617 60018618 60018619 60018620 60018621 60018622 60018623 60018624 60018625 60018626 L 1 OF 10 G-001 COVER SHEET 2 OF 10 G-002 OVERALL SITE PLAN 3 OF 10 CD101 ENLARGED SITE PLAN-DEMOITION 4 OF 10 CD102 ENLARGED SITE PLAN -DEMOLITION 5 OF 10 C5101 ENLARGED SITE PLAN -NEW WORK 6 OF 10 CS102 ENLARGED SITE PLAN -NEW WORK 7 OF 10 CS501 DETAILS 8 OF 10 CG501 DETAILS 9 OF 10 ES101 ELECTRICAL SITE PLAN 10 OF 10 ES501 ELECTRICAL DETAILS EROSION CONTROL NOTES, SCHEDULE OF EROSION AND SEDIMENTATION CONTROL ACTIVITIES 1, INSTALL GRAVEL CONTROL ENTRANCE AT DESIGNATED PROJECT AREAS. 2. INSTALL SILT FENCING AND DROP INLET PROTECTION DESIGNATED PROJECT APAG. 3. COMPLETE IMPROVEMENTS AS INDICATED. ' 4. STABILIZE AND SEED ALL AREAS NOT TO BE FURTHER DISTURBED BY CONSTRUCTION ACTNDIES IN ACCORDANCE WITH THE PROJECT VEGETATION PLAN. 5. RESEED AS NECESSARY TO ESTABLISH FINAL VEGETATION. 6. ADDITIONAL MISCELLANEOUS EROSION CONTROL MEASURES MAY BE REQUIRED WHEN DEEMED NECESSARY BY THE CONTRACTING OFFICER OR THE NCDENR'S LAND QUALITY SECTION. 7. REMOVE SILT FENCING AND CHECK DAMS AND GRAVEL ENTRANCE ONCE VEGETATION IS 95% ESTABLISHED. MAINTENANCE PLAN 1. THE PROJECT NUDES CONSTRUCTION PERMIT REQUIRES THAT EROSION CONTROL DEVICES AND STORM WATER OUTFACES BE INSPECTED WEEKLY AND WITHIN 24 HOLIES OF A 1/2-INCH RAIN EVENT, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONDUCT THESE INSPECTIONS AND MAINTAIN RECORDS UNTIL THE AREA HAS STABILIZED, EVIDENT BY. 95% VEGETATIVE GROWTH FOR AREAS RECEIVING SEEDING. 'D FACILITATE RAINFALL MONITORING, A RAIN GAUGE IS REQUIRED TO BE ON -SITE. ONES STABILIZATION HAS BEEN ACCOMPLISHED, INSPECTION RECORDS ARE TO BE FORWARDED TO THE CONTRACTING OFFICER AND ALL TEMPORARY EROSION CONTP,OL MEASURES REMOVED. THE CONTRACTOR IS RESPONSIBLE FOR. MAINTAINING COMPLIPICE WITH ALL PERMITS AND ?.PEWS. ANY CHANGES MUST BE APPROVED BY THE STATE PRIOR TO EXECUTION. ifCOPY OF THE EROSION AND SEDIMENTATION CONTROL PLAN, LETTER OF APPROVAL AND NPDES CONSTRUCTION PERMIT MUST BE MAINTAINED BY THE CONTRACTOR AT THE PROJECT SITE. 2. ALL AREAS WILL BE`fERTILiZED, SEEDED, RESEEDED AS NECESSARY, AND MULCI£D ACCORDING TO SPECIFICATIONS IN THE VEGETATION PLAN IN ORDER TOESTABLISH .ND MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. ANY SEDIMENT TRACKED ONTO THE ADJACENT ASPHALT ROAD SHALL BE REMOVED ON A DAILY BASIS. 3. SEDIMENT SHALL BE REMOVED FROM BEHIND SILT FENCING, CHECK DAMS, AND DROP INLET PROTECTION WHEN THE SEDIMENT ACCUMULATES TO A DEPTH OF SIX INCHES (6") MAXIMUM.., THE CONTRACTOR SFW1 COMPLY AS FOLLOWS: A THE CONTRACTOR•;§HALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S OFGWIIATION ANY UNCLASSIFIED INFORMATION, REGARDLESS OF THE MEDIUM (E.G. FILM, TAPE, DOCUMENT), PERTAINING TO ANY f''-RT OF THIS CONTRACT OR ANY PROGRAM RELATED TO THIS CONSTRICT, UNLESS I. THE CON7RACTNG OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL; OR 2. THE INFORFAAPON 5 OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE GATE OF RELEASE. B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFlC INFORMATION TO BE R LS THE MEDIUM TO BE US IAMB PURPOSE FOR THE RELEASE THE CONTRACTOR SHAH SUBMIT ITS REQUEST TO 1HE NC OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED DATE OF RELEASE. s, - C. THE CONTRACTOR; AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER THIS CONTRACT. SIIRCONIRAC70R5 SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE THROUGH THE PRIME £OND2ACTOR TO THE CONTRACTING OFFICER. ClWtk 1(a/lz APPROVED JKA NOTE: ENGINEERING SURVEYING COMPLETED BY AVOLIS ENGINEERING, PA. SITE HORIZONTAL AND VERTICAL CONTROL ESTABLISHED BY GASKINS LAND SURVEYING, PA DES. 1M. AVCIIBA.E. DR MBPIWFF ritlx 'NiIAW\�PJ CHIC LCAVq.IS. PE. SL&AIIIEDBY.DESIGN DIRiNBURTONPE APPROVEDFR'Dpt01CC SATISFACrORv TO G-001 MARINE CORPS BASE CM1P LEJEUNE, NORTH CA0.0.1Ni REPAIR FIRE LANE ACCESS ROAD, NH100 MARINE CORPS BASE CAMP LEJEUNE COVER SHEET DATE szE CODE mENT. No rvnvFAc vuwx�c rp. F 60091 60018617 DATE WNBTM1 CONIR. NU. NIW0618AOBPB scuE. rrorED sPEc. Ds1saon SHEET 01 Of 10 SIM _ DATE APPROVED 1 STORMWATER PERMITTING MODIFICATIONS 10-10-tT JHA NLW ASYHALI IVULLU41 845E BID BASE BID ITEM 0001 NEW ASPHALT PULLOUT ITEM 0001 \ NEW 12' WIDE ASPHALT DRIVE BASE BID ITEM 0001 / o / �.�`''�:,r'-'.. STATION 14+50 END PROJECT EXISTING INFILTRATION BASIN TO BE ENLARGED SWP314 I / /' \ ..L _ \ EXFUELTANKsouND NEW 12' WIDE ASPHALT DRIVE \ / / BASE BID REM DD01 LIMITS OF DISTURBANCE v v I I� 89,298 SF, 2.05 ACRES \ .1.,,,• �x a ,. Qa _ EX. ASPHALT DRIVE" 00� STATION 4+00 TO REMAIN I �----}NH104 START DRIVE NEW ASPHALT DRIVE / EXISTING CONCRETE DRIVE— ITO REMAIN NE BID ITEM 0002 jT7T � _ NEW CONCRETE PAD ® o % e. _ _ _ I NHR160 NHRi61 S ADDITIVE BID 1TEM 0002 J _. NEW ASPHALT PARKING AREA o S EXISTING ASPHALT DRIVE, TO REMAIN / PLAN A OVERALL SITE PLAN NORTH FW1 C-0B2 SCALE 1"=40' a) PROJECT N40085-17-B-0112 DISCLOSURE OF INFORMATION THE CONTRACTOR SHALL COMPLY AS FOLLOWS: A THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION ANY UNCLASSIFIED INFORMATION, REGARDLESS OF THE MEDIUM (E.G. FILM, TAPE, DOCUMENT), PERTAINING TO ANY PART OF THIS CONTRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS I. THE CONTRACTING OFFICER HAS GIVEN PRIOR WRHIEN APPROVAL: OR 2. THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE. �"H B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED DATE OF 3 BEAU 1 4� a s C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER ; o au THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER. '4 MkI,A pA ' AL PROJECT 01609 GRAPHIC SCAJ£ 1` = W. a �00 sCLI M [� p, 0+00 G-002 GIOUS ENGINEERING P A POBERN BOX NEW OX' %, PH. 152 B330][A MARINE CORPS BASE LAMP LV"E. NORTH CARD IN4 Des LLIs,PP REPAIR FIRE LANE ACCESS ROAD, NH100 MARINE CORPS BASE CAMP LEJEUNE OVERALL SITE PLAN DR MBPI WFF MSPI CW aC. AWLIS, P.E. SUOITTEaeY DESIGNDIR. T. H. BURTON, BE. APPROVED'. Pwo DR01Cc DATE s¢E F CWEIDwT. NO 80091 NAVFACDMWINGxD. 60018618 SUISFAUMYTO. GATE CONSIR4�'XO'N1�14�8 sME NOTED ISPEC. sslsmzS SHEET 02 OF 10 0 9a 'E%. WOOD z z �rr93T22g � . � 03 S U 12. t 1 CD1U9a n. 12. u.n 10.IS- \ 122')l A 332 y�j r 1146 1 _ 99 I2.41 AA \ 13,07 \\ \ 14.05 1A 14.09 • 14.16 `t� �EX. WOOD 14.I0 4 EX. GRAVEL) �398 `65 15 29 \ EDGE OF EXISTING GRAVELY \\ \ \ V A . A 1550 \ VA 9,3 \\ rEz. ss-/ LIMITS OF DISTURBANCE 89,298 SF, 2.05 ACRES \. \\ 17 *1E62 l i\ PLAN A ENLARGED SITE. PUN -DEMOLITION NORTH (0101 mtm SCALE: 1'40T W- �Ez. GRA __ _ TEz'w REVISIONS STORMWATER PERMITTING MODIFICATIONS /--E%. GRAVEL-/ !-EX. GRAVEL) �E%. GRAVEL-, 19 16.62 20,pp0 GAL AST 2 NP,2 -/ --EX. WOODS-/ 20,000 GAL AST - 748 .� SOONG GAL AST rEX. GRAVEL-/ \ .8,96 �� 1.21.49 V'1896 .i69fi 199 B. \ . 19,09 2176 \ 1 21 21 m EX. CONCRETE APRON D 21 42 2130 2 \� 0 �� -21.61 r2210 f F, Fill,.�,y4, m syyrs.rn: , I ©}, 21 43 P1 \ \ STATION 4+00 DRIVE WIDENING GENERAL CONSTRUCTION NOTES: i. ME LOCATION AND DURING OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SCANNING THE AREA OF WORK TO IDENTIFY TO HIS OWN SATISFACTION THE EXTENT OF UTILITIES PRESENT INCLUDING THE UTILITIES INDICATED TO BE PRESENT, THOSE NOT SHOWN, AND THOSE SHOWN TO BE IN A DIFFERENT LOCATION, 2. PHYSICAL SITE FEATURES OUTSIDE THE AREA OF WORK OR THOSE FEATURES NOT RELEVANT TO THE WORK BEING PERFORMED ARE NOT SHOWN FOR CLARITY. 3. ALL EXISTING VEGETATED AREAS DISTURBED DURING CONSTRUCTION SHALL BE REVEGETATED IN ACCORDANCE WITH THE PROJECT VEGETATION PLAN, SEE DETAIL D, SHEET CG501. DEMOLITION WORK ITEMS (THIS SHEET): O EXISTING ASPHALT DRIVE TO BE REMOVED -SEE DETAIL A, SHEET CS501. 2O EXISTING GRAVEL TO BE REMOVED. SACKFUL AREA OUTSIDE NEW PAVEMENT WITH COMMON FILL GRADE TO DRAIN AND VEGETATE IN ACCORDANCE WITH PROJECT VEGETATION PLAN. O3 EXISTING SIGN r0 BE RELOCATED 3 FEET OFF EDGE OF NEW PAVEMENT. COORDINATE ORDERING WITH CONTRACTING OFFICER. TYPICAL OF 19 SIGNS - NEW WORK ITEMS (THIS SHEET) O1 INSTALL GRAVEL CONTROL ENTRANCE -SEE DETAIL A, SHEET CC501. O INSTALL SILT FENCE -SEE. DETAIL B, SHEET CG501. • 21,41 21 4 fi 21.49 2�.53 L..__ 21 3a00 w+111 = - 2299 4�-55 . 22.42 • 2270 �u�fti\ 222- A$PjALT-/ ' 22.26 =� U 2a0p �22.45 �2 § 2 65 2269 /-Ex. GRAVEL-/ 2330 . 23.04 - 2306 2272 22.67 14Cp 1 _ 22a5 2H5 23.06 ' 2265 23. a 22 21 * 2261 2255 22,44 22.97 22-64 - 22.46 2202 235 22.53 27 452290 - 2235 42 j of 22 ]3 23,15 22.16 2345 JKA a7NHR160 16 I z3o1 REVADON=22.76 Y \OC � 4 T � I �z266 zzoz 25 75 /1 NG z69 z3 I I NHR161 *,25z 22.19 23.03 24 1 22.2G 2255 y43 II , 25-81 ' 25.81 J GE RUC(_ GE 11 - GE -- 2253 221a 25.66 C -UGC_ 2204 2277 -- UGC- NHtd7 2239 UNDERGROUND - EX. GRASS- �EX. GRASS-/ A. CONCRETE :PRON / �Et. GRASS-/ d RECEIVE i 71 NH117 Ex. A=anLr DISCLOSURE OF INFORMATION THE CONTRACTOR SHALL COMPLY AS FOLLOWS: A THE CONTRACTORS SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION ANY UNCLASSIFIED INFORMATION, REGARDLESS OF THE MEDIUM (E.G. FILM;:TAPE, DOCUMENT), PERTAINING TO ANY PART OF THIS CONTRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS I. THE CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL; OR 2. THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE. B. REQUESTS FORAPPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE MEDIUM TO BE VSED,'AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED DATE OF RELEASE. r 20 0 15 20 40 C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT OH EACH SUBCONTRACT UNDER THIS CONTRACT. SAIDWRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE 4RAAllC SCALE ,. - 2T THROUGH THE PRIME.; CONTRACTOR TO THE COMPACTING OFFICER. vo. nx 1s:5q NEW SERN, NC 61 PH. 5 8330068 DES. J. K AVOUS, PE. OR. MSPIWFE - pOPN CARO�O�!/ BEAL 97 cHK. J. C. AVouS, Pe. sueNmeO Rr. DwcN OR. T. HRL 73 - AvvNOVEO PWOORo AV'yO��� SATISfACi0RV i0'. CD101 MARINE CORPS BASE CAMPLEJEUNE, NORINCFNO_INA REPAIR FIRE LANE ACCESS ROAD, NH100 MARINE CORPS BASE CAMP LEJEUNE ENLARGED SITE PLAN -DEMOLITION DATE SrzE OGEE IDENT ME NAVEACDRFw1-- F Boo9i 60018619 DATE VTR CONIR. NO. NaW0618BdIA SCUE. NOTED SPEC. osl6 n SHEET 03 OF 10 1 1 I STORMWATERPERMITTING MODIFICATIONS I10-10-171 JKA ( SWP278 14.11 PLAN A ENLARGED SHE PLAN -DEMOLITION NORTH WI07 mlvl SCALE 1 =20T aVo IT L 89,298 SI,./IMITS OF J -13.37 1205 11. 9 9,13 13 10� 9 40 Ll * 9.46 � O �/ Id EDGE OF EXISTING GRAVEL X RIP -RAP OVERFLOW, TO REMAIN /am STURBANCE 2.05 ACRES /'° - - - 94 �EX. GRASS>94 ,53 i J T436. fi.w .149> J G 74 / i4.07 ' 1405 �0.66IOd8 �- LAYOUT POINT FOR ! s / NEW CONCRETE APRON /! �65 e 1 9� 1399 13Tz 1s.oT tina.xn / / 1702 / 4 000666 I 6 - 10 94 �a.ae 193WP314 -1406 fisa f fi {17,19 6 �I�6 \ =1907 �� *IA01 4606 � I t419 A14A 2] - 19.6 A e �i * I275 II,59 16.41' 6-1439 . s 6.1120 �.a1 •,e2n Ofi _ .fijl�ID -1690 �18.47 •18.18 .qJi 1 -I6. 2415 EX. GRASS 2 -2. 20J6 .'ti�e53 0.66 , 1835 19,54 19.14' a � 18.53 _ A 14 2020 .t9.59� 17.74, 166V 50 5 1 /� 999555 2 I. 2b.60 1867 TO 016 EXISTING gk NCRE�N DR REMAIN I i' /-EX. WOODS- QQ EXISTING INFILTRATION BASIN Y =1469Z.13 SE L 13 /=1229 x9.84 �X 0W -.(6 i / - 1374 �EX. GRASS-/ 1555 ,/1523 is - /� 7Z- _ IN W -1579 D / .145 *13T] - 15.58 1f(dF II 39 _ 39 .1 F... .. - .. - _ K T / 1 e 33 / W A S All K THIS AREA .. t2593- .. - . 19. Zj moo/ -1754 ADDIf1VE BIB M 0002- a jGs6 5 9.111R 97 IU S 'I 9 1890 6 11 Q Q 20.99 19. 3 19^" 1887 I8]T -D- a . Q Q 6 19 �.� W K E r 21.6) Q 1986 SX S 1993 CC / / - 2112 S I 1895 ' Ia84 x 1896 Ex GRASS�` 18T6 21/� �x 8I �� � P S � 1 IB 0 .1891 - 4 21 � 19.3] q9 CCU L6 ''W' .43 - M .. - 44 �� IB.6B 1 • 19.v - G_ - pP0 -.. MJ W I870, 1 �EX. GRASS =OHE- EY. CONCRETE APRON NE---OHE---- ----- oHE------ -s cRAsS / I 5 20.17 N GENERAL CONMUC70N NOTES I. THE LOCATION AND DEPTHS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SCANNING THE AREA OF WORK TO IDENTIFY TO HIS OWN SATISFACTION THE EXTENT OF UTILMES PRESENT INCLUDING THE UTILITIES INDICATED TO BE PRESENT, THOSE NOT SHOWN, AND THOSE SHOWN TO BE IN A DIFFERENT LOCATION. 2. PHYSICAL SITE FEATURES OUTSIDE THE AREA OF WORK OR THOSE FEATURES NOT RELEVANT TO THE WORK BEING PERFORMED ARE NOT SHOWN FOR CLARITY. 3. ALL EXISTING VEGETATED AREAS DISTURBED DURING CONSTRUCTION SHALL BE REVEGETATEO IN ACCORDANCE WITH THE PROJECT VEGETATION PUN, SEE DETAIL D, SHEET CG501. DEMOURION WORK ITEMS (THIS SHI O EXISTING ASPHALT DRIVE TO BE REMOVED -SEE DETAIL A. SHEET CS501. 2O EXISTING GRAVEL TO BE REMOVED BACKEILL AREA OUTSIDE NEW PAVEMENT WITH COMMON FILL GRADE TO DRAIN AND VEGETATE IN ACCORDANCE WITH PROJECT VEGETATION PUN. O3 EXISTING CONCRETE SUB TO BE REMOVED. NEW WORK ITEMS (THIS SHEET): 0 INSTALL GRAVEL CONTROL ENTRANCE -SEE DETAIL A, SHEET CG501. O INSTALL SILT FENCE -SEE DETAIL B, SHEET CG501. O INSTALL DROP INLET PROTECTION -SEE DETAIL C, SHEET CG501. ® EXISTING INFILTRATION BASIN TO BE ENLARGED - SEE DETNL E, SHEET CG501. DISCLOSURE OF INFORMATION THE. CONTRACTOR SHALL COMPLY AS FOLLOWS: A THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION ANY UNCLASSIFIED INFORMATION, REGARDLESS OF THE MEDIUM (E.G. FR1A, TAPE, DOCUMENT), PERTAINING TO ANY PART OF THIS CONTRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS 1. THE CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL; OR 2. THE INFORMATION IS OTHERWISE IN THE PUBUC DOMAIN BEFORE THE DATE OF RELEASE B. REQUESTS FOR kPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE MEDIUM TO BE USED, ME THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS REQUEST TO THE CONTRACTNG OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED DATE OF RELEASE. 20 0 10 20 40 C. THE CONTRACTOR' AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE c2WNK SGUL I• = p. THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER. 17,84 I 21 O \ •' ) .2262 PO WX 15W NEV,SP NCR%1 1759 -1752 2045 .19. n02 -1- 92� 2��E .2 4� 2252 a, p�Ty�1G4 R CXK J. C. AVOLIS,PE. J 5.... O���i� n8 BU&AIIIW BT. gT6 DESIGN pIR, i. H. BUaTON.PE. 10 > 8£c S = APPRovEo-. Plp GB acc iii�Ng-ja" �O"• , Npp�� SATISFACTORYTO'. X,-EX. WOODS-/ 12.13 7P4 CD102 MARINE CORPS BASE CAMP LEJEUNE NORTH CARMNA REPAIR FIRE LANE ACCESS ROAD, NHiOO MARINE CORPS BASE CAMP LEJEUNE ENLARGED SITE PLAN -DEMOLITION DATE SIZE CODE AIR NAVBACORAWINSNO. F 80091 soo,esp onTe 1'/IN9TM1coNTB. No. N100afi-tB80Vl9 SCARE NOTED I SPEC. 05T600z9 SHEET 04 OF 10 REVISIONS SYM DATE APPROVED 1 STORMWATERPERMITTING MODIFIGITIONS 10.10-11 JKA 1337 12.85 •1i.9 �E%. WOODS-/ .9.1e z ,-EX- WOODS O H �1813 x10. 94 ,E%. WOODS J O -940 868 x121a ' " . "A-4 0 �� /-EX. WOODS -9.46NV CIf A i -BBB lU1Y'-S� 957 G�J 1 3 ID EXISTING INFILTRATION BASIN EX. RIP -RAP OVERFLOW, ro REMAIN EDGE OF EXISTING GRAVEL o 1336 LIMITS 0 DISTURBANCE / �o c 820 2 6. 3` w 91 89,298 S , 2.05 ACRES - - .94 � EX GRASS �.J5 34 p .14.1c 15.91 33 1 May, ,.,15g1 4 1602 xi6.33 \ O-61I5 EXISTING $WALE . Z53 �\ -% -68J� A as _-�_ 15IS--...L6� x1T20 - t71L \ % �8 fiA9. 6 � i •_ 18 .�� 18J3 �-v93 LAYOUT PONT FOR a .-18.04 y,8.6 1 / � / NEW CONCRETE APRON � � / 18.Si / ��/ /098 AI �` - �� / A �11 4�... 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' I QTHIS}4 I 8A-D W Q 8621I6 216J _ _ . -14.11 21 LJC-J -¢<': J •- �1^3) / -EX GRA$$� 1s.95_ 21.12 11fl96flJ6 ' 12 .41 21I4 2, ]7087213 2d2 EQ 18n2252 18+1 lass21 57 S 193J x 91U Y262 mom 227 • •21 CC_19 X 186J r4 0 WM _ C186 1851 .19117 /� 1884. II -E%. GRASS o _ n 7j, -19J0 � I 178 4�eF --- _ -� 8�t-OHE- S -ONCRETE APRON,4.45* / / SEX. GRASS-' I BUILDING NH1O0 1841 2017. H GENERA CONSTRUCTION NOTES: 1. THE LOCATION AND DEPTHS OF EXISTING UTIUUES SHOWN ARE APPROXIMATE. THE CONTRACTOR 1%������� SHALL BE RESPONSIBLE FOR SCANNING THE AREA OF WORK TO IDENTIFY TO HIS OWN SATISFACTION THE EXTENT OF UTILITIES PRESENT INCLUDING THE UTILITIES INDICATED TO BE PRESENT, THOSE NOT - SHOWN, AND THOSE SHOWN TO BE IN A DIFFERENT LOCATION. '} ^ 2. PHYSICAL SITE FEATURES OUTSIDE THE AREA OF WORK OR THOSE FEATURES NOT RELEVANT TO - p THE WORK BEING PERFORMED ARE NOT SHOWN FOR CLARITY. i 3. ALL EXISTING VEGETATED AREAS DISTURBED DURING CONSTRUCTION SHALL BE RCVEGETATED IN IYJt ACCORDANCE WITH THE PROJECT VEGETATION PLAN, SEE DETAIL D, SHEET CC501. NEW WORK ITEMS (THIS SHEET) . S C1 02 OI INSTALL GRAVEL CONTROL ENTRANCE -SEE DETAIL A, SHEET C0501. DISCLOSURE OF INFORMATION 0 INSTALL SILT FENCE -SEE DETAIL B. SHEET CG501. O3 INSTALL DROP INLET PROTECTION -SEE DETAIL C, SHEET CC501. THE CONTRACTOR SHALL COMPLY AS FOLLOWS: A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGIWIZARON AVOUS ENGINEERING, P.A. RD OX1,NczasB+ Pmass, MARINE CORPS BASE PLAN NORTH ® NEW ASPHALT DRIVE -SEE DETAIL A, SHEET CORSI, ANY UNCLASSIFIED INFORMATON, REGARDLESS OF THE MEDIUM (E.G. FILM, TAPE, DOCUMENT), PERTAINING TO ANY PART OF THIS CONTRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS vx. zsz Asamse DES. 4. KAVOLIS,PE. CAMPLEJEUNE, NORTHCAROLINA A ENLARGED SITE PLAN -NEW WORK a1o2 L51M SCALE: I"=20' SO NEW CONCRETE APRON -SEE DETAIL B, SHEET CSSOI. 7. THE CONTRA(.71NG OFFICER PAS GNEN PRIOR WRITTEN APPROVAL; OR -THE M591sEF REPAIR FIRE LANE ACCESS ROAD, NH1(p © SLAB -ON -GRADE JOINTS -SEE DETAIL C, SHEET CS501. 2. THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE DATE OF RELEASE. - B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE cHx. J. C. AVOLIs, RE SIWMPrTED BY nm„�,,r.E MARINE CORPS BASE CAMP LEJEUNE O7 REMOVE AND RESET MANHOLE FRAME AND COVER TO BE FLUSH WITH NEW PAVEMENT. MEDIUM TO BE USED., AND THE PURPOSE FOR THE RELEASE THE CONTACTOR SHALL SUBMIT ITS REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED DATE OF OesICN MR. r.NBURTONpE ENLARGED SITE PLAN -NEW WORK ® PROVIDE ID' PAVEMENT MILLING RANSITION, SEE DETAIL F. SHEET CS501. 10' TAPER WID1H TRANSITION. RLL E APPROVED'. PWJOROKC DATE SIZE CGDEIDENiNONPVFACMW1NGNoPROVIDE zD 4D C. THE CONTRACTOR! A(kiEE$ TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTkCT UNDER 60018622 F BDD9� 10 EXISTING INFILTRATION BASIN TO BE ENLARGED -SEE DETAIL E SHEET CGSOI. THIS CONTRACT, SUBCONTRACTORS SPACE SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE -THROUGH a„Nkll^;;. sATISFAQORYTc'. OArE cwsm coxm. NO N4DDBsmemm GR4MtlC SLNF 1, - 20THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER. AE PROJECT 76099 SCALE: rvmeD sPEc. MI60JR SHEET 06 OF 10 EXISTING PAVEMENT WIDTH= 10't (VARIES) REVISIONS APPROVED JKA ASPHALT PAVEMENT TO BE REMOVED SLOPE EXISTING STONE BEYOND EDGE OF LEXISTING STONE BASE TO REMAIN -SUPPLEMENT EXISTING PAVEMENT TO BE REMOVED STONE BASE TO REACH THE NEW PROJECT GRADES AND PAVEMENT SECTION EXISTING STONE BEYOND EDGE OF EXISTING PAVEMENT TO BE REMOVED a w 0- NEW (2) LAYERS ASPHALT o W x SLOPE 7EW 8" STONE BASE COMMON FILL A ASPHALT ORNE LSiol LC01 NOT TO SCALE PUN FOR #5 0 12' O.CJ EACH WAY 6" ABC STONE BASE SECTION PROMDE THICKENED SLAB AL( G AU EDGES AT SLAB PERIMEIER. CJ = CONTRACTION JOINT, SEE DETAIL C, THIS SHEET EJ= EXPANSION JOINT, SEE DETAIL C, iHi6 SHEEP B CONCRETE APRON CSlol aWl NOT TO SCALE EXISTING STONE BASE TO REMAIN -SUPPLEMENT I\ NEW 8" STONE BASE STONE BASE TO REACH THE NEW PROJECT GRADES COMMON FILL AND PAVEMENT SECTION / NEW DRIVE CROSS SECTION — � --SEE TYPICAL PAVEMENT SECTION COAT 2" THICK ASPHALTIC CONCRETE SURFACE COURSE LNEW B" ABC STONE BASE EXISTING STONE BASE TO REMAIN -SUPPLEMENT STONE BASE TO REACH THE NEW PROJECT GRADES AND PAVEMENT SECTION NEW PAVEMENT SECTION $5 CORE SUBGRADE REMOVED OF NEW PAVEMENT OF SLAB J/8 r 1/4.. TOP OF SLAB 4" M71-� PREFORMED JOINT FILLER BACKER ROD 1/2" SMOOTH DOWEL X 2'-6" LONG 0 2O.C. WRAP OR GREASE ONE END TYPICAL CONTRACTION JOINT (CJ) C SLAB -ON -GRADE JOINTS 610i 46RI NOT TO SCALE TYPICAL EXPANSION JOINT (EA ' SOLID PARKING &HANDICAP AISLE LINE - MUFFE D PAVEMENT MARKINGS 13101 6W1 NOT TO SCALE FEW ANCHOR 3.000 PSI CONCRETE (IYP. OF 2) SMOOIH FNISH 3,M PSI CGWCRETE _ REEAR ANCHOR SMOOTH HNISH A CYR. OF 2) A. PLAN E WHEEL STOP blm 65oi NOT TO SCALE NEW 2" THICK ASPHALTIC CONCRETE PAVEMENT SURFACE COURSE 10'-MILL EXISTING PAVEMENT 2' TO ALLOW A SMOOTH: TRANSITION TO EXISTING PAVEMENT ` EXISTING BITUMINOUS PAVEMENT STACK COAT— / OR CONCRETE D-O-O-O-O-CinlSPFMAINv NE 'BASE 0 O Q O 0 O 0 O D OI F wl PAVEMENT MILUNG TRANSITION fSiAl 6NOT TO SCALE THE CONTRACTOR SHIU,. COMPLY AS FOLLOWS: A THE CORIRACT ISRI NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION ANY UNCLASSIFIED IN JRMIRON, REGARDLESS OF THE MEDIUM (E.G. FlLM; TAPE, DOCUMENT), PERTAINING TO ANY F'PRT.,OF THIS CONTRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS 1 THE CO OFFICER HAS MEN MEN PRIOR WRITTEN AP'. OR 2, THE INFOR IS OTHERWISE IN THE PUBLIC DOMAIN BEFORETHEDATE OF RELEASE B. REQUESTS FOR ATEbROVA1 SHALL IDENTIFY THE SPECIFIC INFORMOTION TO BE RELEASED, THE MEDIUM TO BE USED''ILLAHDTHE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS REQUEST TO THE GONNO OFFICER AT LEAST 45 DAYS BEFORE THE ,PROPOSED DATE OF RELEASE Ira w C. THE CONTRACTON AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EkH SUBCONTRACT UNDER THIS CONTRACT, SUBCONTRACTDRS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE THROUGH THE RIM f%fNDNCTOR TO THE C09MAONG OFFICER. > ECEIVE CS501 MARINE CORPS BASE G PLEJELWE.NORIHCARCUNS REPAIR FIRE LANE ACCESS ROAD, NH100 J.C.AWUS,P.e MARINE CORPS BASE CAMP LEJEUNE pOHH 1caH0 •.q..' SII Hum BY g9? DESIGN OIR. T. H. BURTON, PE. DETAILS SEAL e 17APPROVED: W ORCIM DATE SIZE cLOE R)EM. No NAVFACORAWWONO. xEY� a9 F 60018623 SAT �i�T1NKP11�,o 80091 carsm cwm. No. NIWAS11V8dDA SATISFACTORY TO PATE SCAJE. NOTED I SPEC W16 29 SHEET OT OF ID .. ..1 F .. .. 0000 6" LAYER OF COARSE AGGREGATE (2"-3") 000 OVER 12" LAYER OF STONE BASE COURSE 0000°0 0 0°° 00000 MAINTENANCE 0000° 0 10 1. MAINTAIN ENTRANCE CONGRGH. O THIS MAY REWIRE REPLACEMENT 00°00 OF STONE. 0°0000, o EDGE OF EXISTING ROADWAY PAVEMENT A GRAVEL CONTROL ENTRANCE alDl aSOI NOT TO SCALE SELF -ANCHORING METAL POST 0 6' O.C, MAX 12 GAUGE 6"X6" ARE MESH FILTER FABRIC S' BURY <�= FLOW B SILT FENCE a101 U301 NOT TO SCALE 6* THICK N 157 STONE PERIMETER MAINTENANCE: 1. INSPECT STRUCTURES WEEKLY AND AFTER AT LEAST A 1/2' OR GREATER RAINFALL EVENT 2, REMOVE SEDIMENT FROM BEHIND SILT FENCE PRIOR TO IT REACHING A MAXIMUM DEPTH OF 6INCHES. 5STEEL 157 STONE -19 GAUGE HARDWARE CLOTH (1/2" OPENINGS) L /- 5' STEEL POST CATCH BASIN BASIN FABRIC NOTE: MAINTENANCE'. UNIFORMLY GRADE A SHALLOW I. INSPECT STRUCTURES WEEKLY AND DEPRESSION APPROACHING THE INLET AFTER AT (FAST A 1/2.OR GREATER RAINFALL EVENT. NOTE: 2. CLEAR PERRIS AND REPLACE STONE PROVIDE DROP INLET PROTECTION AS NEEDED. 3. REMOVED ACCUMULATED SEGMENT AT ALL DRAINAGE STRUCTURES. ON IT REACHES A MAXIMUM DEPTH Cf 61NCNE5. C DROP INLET PROTECTION alai DJA1 NOT TO SCALE TEMPORARY VEGETATIVE SIM (PRIOR TO ESTABLISHING PERMANENT VEGETATION) AFTER COMPLETION OF GRADING ACTIVITIES AND THE CONSTRUCTION OF SWALES, ALL EXPOSED AREAS SHALL BE SEEDED TO THE FOLLOWING SPECIFICATIgJS'. SEED BED LIME 1-1/2 TON PER ACRE FERTILIZER 1/2-TON PER ACRE SEED RYE GRAIN 50 LBS PER ACRE TALL FESCUE 100 LBS PER ACRE STRMAY7OUT&IM HROUGH ALI CENTIPEDE 5 UPS PER ACRE PROCEDURE STRAW MULCH SHALL BE APPLIED AT A RATE WHICH WILL INSURE APPROXIMATELY 75% COVERAGE OF THE SEEDED AREA. THE STRAW AND SOWN SEED ALL BE LIGHTLY FISCUS INTO THE BED TO GIVE IT FURTHER RESISTANCE TO BLOWING AND WASHING. THE CONTRACTOR SHALL GUARANTEE A FULL STAND OF GRASS OVER THE ENTIRE DISTURBED AREA. IF NECESSARY THE CONTRACTOR ALL WET DOWN THE AREAS TO ASSIST IN SEED GERMINATION OR AID IN GROWTH IN TIMES OF EXCESSIVELY DRY WEATHER. A STAND OF GRASS WILL BE CONSIDERED ACCEPTABLE WHEN THE ENTIRE STAND OF GRASS IS AT LEAST FOUR INCHES HIGH AND HAS ACHIEVED AT LEAST 95% COVERAGE OF DISTURBED AREAS. RESEEDING ALL BE REWIRED AS NECESSARY BY THE CONTRACTOR TO OBTAIN THE SPECIFIED STAND OF GRASSPERMANENT VEGETA70 ALL DISTURBED T COVERED W1T1 BUILDINGS, PAVEMENTS, OR OTHER IMPERMEABLE SURFACES SHALL BE SODDED WITH CENTIPEDE SOLID SOD AS THE FINAL/PERMANENT VEGETATION. ALL DENUDED AREAS WILL, WITHIN 7 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING OR CEASING OF GRADING ACTIVITIES, BE PLANTED AND PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. ALL DENUDED AREAS WILL, WITHIN 7 DAYS OF COMPLETION OF CONSTRUCTION, BE PROVIDED PERMANENT GROUND COVER. D VEGETATION PLAN alDl CCOI NOT TO SCALE ;.1 1 1 STORMWATER PERMITTING MODIFICATIONS EX. RIP -RAP OVERFLOW, TO REMAIN GRADE TO ENLA(2GE BASIN TO CONTOURS SHOWN 94 O \ f{ 14.97 / l 11 .48 ✓ -/16.73 6� NEW 93 lP SILT FENCE / ��; /,xxY6�/ x �7 ¢ 6b.76 13.98 /ii ✓13.9 13.99 \ I I 1 / x'�17.02 13��7� I k 507 / /lA i / ji i 6.64 111 41 14 13.8814.00 1�1 / 1 .62 )7 / x14.01 / I' d16.8 /x I1 1 \ / 16x/35.88. - x 14;. 1T1 11 A 14.19 N, 10. 7�i/ v X� v� 7.75 # 17.a4 � / , ��% 16-41 x 17,81` `Zo I --- - 66 ,o. .� 5 i a 1 x x 16.90 j REMOVE IX. FES AND 24LF RCP, � / RESET FES AT NEW �PE END POINT 1 1W 5 7 x/ 7 7 x 16.68 X1 x �/ 29.16 ' T � xxl � t� •.. ._ 5.55 1 x/17.06 x 19.54 16.81 19.14 x 1 6 \ \ 8.5� 17.33 x 16 6 � 516 15.96 1 20.28 \ A� 8j6' /16.17.0.61 ,1686W / 20. 5 x A 60 ,`x / x 1 n.73 �1 J is.iE�.90 / i 11 20 5 x 1 E 9. 2/ E THE CONTRACTOR A THE COFRRM 1. THE CONTI 2. THE IIdOF B. REQUESTS FOR MEDIUM TO BE USE REQUEST To THE C RELEASE 10 0 5 10 20 C. THE CONTRACT( THIS CONTRACT. S MowAG SCMI I' - 10• THROUGH THE PIN 3 i BASIN SECTION (NOT TO SCALE). DR BASIN MODIFICATIONS =10' NEON ,,&MPLY AS FOLLOWS: HALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRNCIOWS ORGWATION *ATION, REGARDLESS OF THE MEDIUM (E.G. FIUA,=APE DOCUNEq, ?OF THIS CONTRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS JIO OFFICER WAS GWEN PRIOR WRITTEN APPROVAL;'. OR ON: IS OTHERWISE IN THE PURE DOMAIN BEFORE THE DATE OF RELEASE NNE SHALL IODIDE! THE SPECIFIC INFORMATION TO BE RELEASED, THE NO THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SKILL SUBMIT ITS UCRNG OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED DATE OF x CHIDES TO INCLUDE A SIMILAR REOUIREMENT IN EACH SUBCONTRACT UNDER NITRACTORS SHALL SUBMIT REQUESTS FOR AUTHOWATION TO RELEASE JFRRACTOR TO THE CONTRACTING OFFICER. .. RIP -RAP OVERFLOW=16.35' " �C EIVE �DEC 0 5 2017 n APPROVED JKA _ CG501 PO. BOXIY81 MARINE CORPS REAR REIM, xc AYE BASE Px. ®a0oee uMP1&EMrt. xomxcwaxA M J.KADJ%of REPAIR FIRE LANE ACCESS ROAD, NHT00 DR. MSPl WFF on c A.c AVOLI$ PE MARINE CORPS BASE CAMP LEJEUNE SLEY.TTEDBYDETAILS r6-k-loavis APP OVED. RY OR DATE SlU C.MEOMRNN'J NAVFACDRAWNGMO F BGo9160018624 e eF PRnAn A,vwR S.ATDTACTm To DATE Cda1TR.COn0. xo. NIWRMBU® sCxE, NOTED I SPEc. wIlLcm SHEET W OF 10 0 l� c AIR STA RACE COARSE AREA RIFLE Store Buy it A KNOX TARAWA TERN Tr, PARK II I Northeast CreN`� Rl® S AREA RAG K2 PR Pt y �F4w P8144 MEDICAL CLINIC REPLACEMENT MARINE CORPS BASE MIDWAY WATKINS OG,9 VILLAGE •P I p,A PROJECT OPEN STORAGE AREA -p FRENCH CREEK AREA my T ope Bay nR BTr}w ST7 110" o,o O as � LANDFILL %J TRIANGLE OUTPOST COMB OWN S 4 a SFr CAMP LEJEUNE 2 O Z 6000 0 6000 12000 SCALE OF FEET LOCATION MAP - U.S. MARINE CORPS BASE CAMP LEJEUNE, NC ,NC Olive Tuscarora on pAK 4 . I Hill ... _. . Richlands gHQy Ridge Burgaw Words Corn G ampstead Al 2 J/ F— Scott Hill O P Z Acme v Delco Wilmington t".1 6 Bolton Leland I Q, VICINITY MAP - CAMP LEJEUNE, N.C. aE Loco APPROVED FOR COMMANDER NAVFAC ACTMIY SAT -NAME SATISFACTORY TO 0.47E SAT_DIATE DES DRW CHK LI E' z a z _j LLJ `e U w ✓� rP9 ryr. xr;.'�. ( 1 ,,;I� 'I;�iV+i,a1 V W DIV13101ti LU 2 i}F �/AI QUALITY w CAN la/i74aj w w LLJ �CC O co _ a- Z J - V FIN'0 v 2 7 201.2 o � � A BY: w _z SCALE: AS NOTED STORMWATER AND EROSION & EPROJECT NO. SEDIMENTATION CONTROL DESIGN BY: CONSTR. CONTR No. AVOLIS ENGINEERING, P.A. P.O. BOX 15564O NAVFAC DRAWING NO. NEW BERN, NC 26561 PH. 252 633-M, FAX 252 633-6507 SHEET of G-101 1 ' 2 t 1 2 I 3 I 4 5 x C a x 18.56 / x 16.11 / � � / / / / / / / x 1460 // r / / / / / / 18.61 18.3i / /x18.4o/ / / .00 / #143 I / '16,94 J19.18 x18.55 x18.38 mr s .Jm // / / / /- x 17.13 /n.nsz 2j/y3 / /x t�t83/ 1d39x x17.46 I / /16.12 x / x94 x 17.22 ' x 20.21 1yr / / / l x17.66 17.37 x 18.66\ E:. ASPlYILT 18.KNxi1Mi 1RAL 21.46 2,.7� '�9 / / I co, \\ \\ / / `p xI�6 1 05 xn� I xle.ao x18.56 \ � I EX A9KT JOG=1 IVIL � / �fyl I i �I I IX. FENCE x 19.34 / /7 I i I II J I x17.57 //r / / J x 18.8E 1° I I i I ` \ ,'ate \ \ / x 21 I x 18.79 x�8.7 1 1 1 J \ / x 20.61 / \ x 19.42 / / / 1 1 I I I I J x 18.27 ` / I x 20-76/�'`/ xiu \�V I 1 \ 7 ',/18 g4 x20.17 Ixz1.12(xal III I i I I + IJ/ x2o.}g(. FENCE / x,g.66 1 \ n x 20.74 x 19.21 I ` 1 1 x 21.31(\' 1 '�,N� 1 .79 EX �a4wt� DNNE x t .39 5 6� \\\ x20.06 \ , x19.03 IX. pp N' .37 ' �, /// ti �,V/ / \\ \ \ x20.22� ®- / ti� ' I / � Ez.�FENCE / / O ✓ \\\� �y as3 � x �' \ EX SIW 20.J8 \ x 64x 19.0 RIIk20.57 i x 19.7 / 2.26 / I 20 • / .86 19.03 x a� 9.60 7 I P 0 OSE6 STORMWATER 9.86 �pVs�9 l \ \\ 1 DETENTION POND B1 1Q1a � \ \\\x,fi. a z I ' i�r N'� \ 2j nV=1a1T \ 3 eve EX FENCE 1 SEE ENLARGED ry, .7 \ 30\ \ ]]]QQQA���T�orr �21.10 �1 VIEW, SHE\E1T C- 103 0.07 �01.8 \/ ✓ luJ I 1 I RCP t90 0..5T4ti \ \ 3e 33jb J v I I 19 5' x \ 2.4, .2 \ \ I 1 \l\ �\\ 2232.52 9`9 s.o/ 23.1 4. / x 25.6+ I \ �'i'S . .62 23.03 x23. �t5 _ "SITE 952.03 +232 24.1 9 26. Zr 2MAG RRB x21V 25.4 / 9 s.9 EVMON=21190I z - �2. x24s �6x 241 24.HMARK 19. 9 �S / EL 16 x .32 2 1 x 21.17 5 23 2. J324.024+ 55 za.}i /-o242l / x22.35 "x At1'\ 20. p 8 24.7 4' x .90 a e. s bsi 24.a \ �f \24.1 x 23.56 x p; 22. it4.024.1 / DS zz.ss 24.0 xw c,w x 19'51 19.52 / / x 22 x 21.65 � x DRAINAGE STRUCTURE SUMMARY TABLE STRUCTURE ID RIM EL. INVERT EL. REMARKS DS#1 23.6' 21.1' CATCH BASIN DS#2 25.75' 23.6' CURB INLET DS#3 23.6' 20.72' CATCH BASIN DS#4 23.6' 20.47' CATCH BASIN DS#5 23.6' 20.05' CATCH BASIN DS#6 23.6' 19.67' CATCH BASIN DS#7 25.4' 22.1' CURB INLET DS#8 24.1' 21.9' CATCH BASIN DS#9 24.1' 20.6' CATCH BASIN DS#10 23.6' 19.29' CATCH BASIN DS#11 22.2' 18.32' CATCH BASIN DS#12 22.8' 18.12' CURB INLET SITE GRADING PLAN SCALE: 1 " = 50' e x 2�49 y 7 78, N N\\N 37� _ �xpRJ / 0 2 .46 / �6' 26.69 +25.8 9G11 L EOP I +26. 6B9 I I + EOP I INSET'A' Gam\ SCALE: 1 " = 20' It DL SIM DR04A10.1W AC RES f 26.44 " \ 2/ x 26� / IT NCHMARK MI ,\ \ EL TION=2,�1 EOP PROVIDE 12) [ONCRETE FL ME, 2' WIDE 3' LONG PROVIDE FILL OVER PIPE, 3.1 SIOE SLOPES EOP DS# AS I P1pEP 3�11DSIpELSLOPES L OVER INDICATED N I YrIL AL INF-IL I KA I IUN IbLANU SCALE: 1" = 20' - -- -- GRAPHIC SCALE: 1" = 20GRAPHIC SCALE: 1" = 50' 1 2 3 4 5 AND EROSION & CONTROL DESIGN BY: I I sl� a� .oco FOR COMMANDER NAVFAC ACTMIY SAT_"E SUSFACTORY To DATE SATJMlE - DES DRW CHK z 4.i Z W zd z J W UV a wg W z 2� 0 0 dT' 0o U w ~ _ J U � N o U w z_ SCALE: AS NOTED EPROJECT NO. R. CONTR. NO. - I lifummmilf NA DRAWING NO. 5dL11 OF C-102 C C O u 1 2 3 0 5 C \Y18.V x20.17 1�21.121 -W-�-- � I� I I1 I I 1 5 1 20.74 \ 19.21 x1D I x21.75 II 1 J� \ 1�x21.31 \ RELOCATED SEWER MAIN I x 120.06 \ 2 x 20.2�0,0 EX. SMH 1� \ ' RIM=20.57 1 2 I POND OI�TLET STRUCTURE 7 BENCH=8.10 + \_ 15 ,SEE IDETAIL�, SHEET C-104y x 1INV=7.38 x 7 �\- - - - -,x 19.03\ '19.60 I -P \\\ x 54 / 2 \ III \ I �` s r-AEX. FENCE ,cl-A o �11 II\ l II\ I\x 11I.60 II \\ \moo L S ATION \ `� 21.10 1 x S7 6. �� 1 46 19.73 1\ \ \ \1 I `\ \NvI 11 11 \ \ I I �2.33 44 11 I KK\49 I ?2.49\\ 50 x 41.7� .i\ 7 2.50\ `\ a x 20.1 22r35`\\ x 20.67 I I \ \2.46 `\\ \ \\/�- � /// x 22.32 � \3 \ x 21.11 1 .97 \\ \ IN\=19.8± \ \ \\ \ 22.48 x 22.55� x 22.35 I \ \\ 22 �, % \ I 78�\�\ NN �6..74\ \\ NOTE: THE PROJECT NPDES CONSTRUCTION PERMIT REQUIRES THAT EROSION CONTROL DEVICES AND STORM WATER OUTFALLS BE INSPECTED WEEKLY AND WITHIN 24 HOURS OF A 1/2-INCH RAIN EVENT. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONDUCT THESE INSPECTIONS AND MAINTAIN RECORDS UNTIL THE AREA HAS STABILIZED, EVIDENT BY 95% VEGETATIVE GROWTH FOR AREAS RECEIVING SEEDING. TO FACILITATE RAINFALL MONITORING, A RAIN GAUGE IS REQUIRED TO BE ONSITE. ONCE STABILIZATION HAS BEEN ACCOMPLISHED, INSPECTION RECORDS ARE TO BE FORWARDED TO THE CONTRACTING OFFICER AND ALL TEMPORARY EROSION CONTROL MEASURES REMOVED. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING COMPLIANCE WITH ALL PERMITS AND PLANS ANY CHANGES MUST BE APPROVED BY THE STATE PRIOR TO EXECUTION. A COPY OF THE EROSION AND SEDIMENTATION CONTROL PLAN, LETTER OF APPROVAL AND NPDES CONSTRUCTION PERMIT MUST BE MAINTAINED BY THE CONTRACTOR AT THE PROJECT SITE. ENLARGED SITE PLAN - STORMWATER POND SCALE: 1" = 20' 1 ' 2 / - CONCRETE ,FLUME 23 16 / \ I / \ I x 18.77 1� ,x/ 19. x 18.77 1 79 EX. GRAVEL DRIVE EX. FENCE, 19.03 l TO REMAIN NSS --- SS 20 19.86 _ J o 0.07 x N N \✓/ ___�jNSS 19.7� �EX'SMH RIM=19.86 BENCH=10.68 I NV=10.1� oe x 21.81 24 / 22r x / / / / 21.52 / / Q / - _ J � x i i I 1 I I 6 92 22.56 65 NOTE: SECTION 404 WETLANDS ARE NOT LOCATED WITHIN THE PROJECT LIMITS OF DISTURBANCE. NOTE: ALL FILL MATERIAL NEEDED TO CONSTRUCT THIS PROJECT SHALL BE OBTAINED FROM THE FRENCH CREEK BORROW PIT OR FROM A PROPERLY PERMITTED COMMERCIAL BORROW PIT AT THE CONTRACTOR'S OWN EXPENSE. i i 22/K9 DRAINAGE STRUCTURE SUMMARY TABLE STRUCTURE ID RIM EL. INVERT EL. REMARKS DS#1 23.6' 21.1' CATCH BASIN DS#2 25.75' 23.6' CURB INLET DS#3 23.6' 20.72' CATCH BASIN DS#4 23.6' 20.47' CATCH BASIN DS#5 23.6' 20.05' CATCH BASIN DS#6 23.6' 19.67' CATCH BASIN DS#7 25.4' 22.1' CURB INLET DS#8 24.1' 21.9' CATCH BASIN DS#9 24.1' 20.6' CATCH BASIN DS#10 23.6' 19.29' CATCH BASIN DS#11 22.2' 18.32' CATCH BASIN D_1412 22.8' 18.12' CURB INLET GENERAL CONSTRUCTION NOTES: 1. THE LOCATION AND DEPTHS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SCANNING THE AREA OF WORK TO IDENTIFY TO HIS OWN SATISFACTION THE EXTENT OF UTILITIES PRESENT INCLUDING THE UTILITIES INDICATED TO BE PRESENT, THOSE NOT SHOWN, AND THOSE SHOWN TO BE IN A DIFFERENT LOCATION. 2. PHYSICAL SITE FEATURES OUTSIDE THE AREA OF WORK OR THOSE FEATURES NOT RELEVANT TO THE WORK BEING PERFORMED ARE NOT SHOWN FOR CLARITY. 3. ALL DISTURBED AREAS SHALL BE REVEGETATED IN ACCORDANCE WITH THE PROJECT VEGETATION PLAN, SEE DETAIL J, SHEET C-105. SPECIFIC WORK ITEMS 01 NEW CONCRETE WHEEL STOP, SEE DETAIL A, SHEET C-105. 0 INSTALL GRAVEL CONSTRUCTION ENTRANCE, SEE DETAIL B, SHEET C-105. 03 INSTALL SILT FENCING, SEE DETAIL C, SHEET C-105. 0 INSTALL CHECK DAM. SEE DETAIL D, SHEET C-105. 05 INSTALL OUTLET PROTECTION, SEE DETAIL E, SHEET C-105. © INSTALL DROP INLET PROTECTION, SEE DETAIL F, SHEET C-105. © NEW DROP INLET/CURB INLET, SEE DETAIL G, SHEET C-105r 0 NEW VEGETATED SWALE, LENGTH AS INDICATED, SEE DETAIL H, SHEET C-105. SEQUENCE OF OPERATION: 1. OBTAIN APPROVED EROSION AND SEDIMENTATION CONTROL PERMIT FROM THE NCDENR'S LAND QUALITY SECTION. 2. REVIEW EROSION AND SEDIMENTATION CONTROL REQUIREMENTS AT PRECONSTRUCTION CONFERENCE. 3. INSTALL GRAVEL CONTROL ENTRANCES. 4. ERECT SILT FENCING. 5. EXCAVATE STORMWATER DETENTION POND AND STABILIZE. 6. CONSTRUCT SITE IMPROVEMENTS. 7. STABILIZE WITH CENTIPEDE SOD ALL AREAS NO' TO BE FURTHER DISTURBED BY CONSTRUCTION ACTIVITIES IN ACCORDANCE WITH THE PROJECT VEGETATION PLAN. 8. REMOVE ANY ACCUMULATED SEDIMENT FROM STORMWATER DETENTION POND. 9. ADDITIONAL MISCELLANEOUS EROSION AND SEDIMENTATION CONTROL MEASURES MAY BE REQUIRED WHEN DEEMED NECESSARY BY THE PROJECT ENGINEER, THE NCDENR'S LAND QUALITY SECTION OR THE CONTRACTING OFFICER. 10. REMOVE GRAVEL CONTROL ENTRANCES, SILT FENCING AND STONE CHECK DAMS AT COMPLETION OF CONSTRUCTION AND THE ESTABLISHMENT OF FINAL VEGETATION. MAINTENANCE PLAN: 1. REMOVE SEDIMENT FROM BEHIND SILT FENCING AND CHECK DAMS IN ACCORDANCE WITH THE INDIVIDUAL MAINTENANCE PLANS INDICATED FOR EACH DEVICE. 2. ALL AREAS WILL BE SODDED WITH CENTIPEDE SOD AS A PERMANENT VEGETATIVE COVER IN ORDER TO ESTABLISH AND MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. 3. ANY SEDIMENT TRACKED ONTO THE ADJACENT ASPHALT ROAD SHALL BE REMOVED ON A DAILY BASIS. STORMWATER AND EROSION & SEDIMENTATION CONTROL DESIGN VOLTS ENGINEERING, P.A. P.O. BOX 15564 NEW BERN, NC 2M NOV 27 20 0 10 20 40 GRAPHIC SCALE: 1 = 20' 3 4 5 E� SEAL AE LOGC FOR COMMANDER MVFAC ACTNITY SAT -NAME E� SATSFAGTORY TO DATE SAT�IITE DES DRW f:HK z w z �s w C o a Lu Z JW Lu VU o W :5 a. a. z W -it CC a 00 U _� (L z `� J uj W U (D z FE d L1.1 E 8 W z_ SCALE: AS NOTED EPROJECT NO. CONSTRRg. yC$gOgNNTTgRg.. yJN(JOO{.�{gJ{gggg $g�J{{$y 1 HHPH9HTl7111 H1HHH NAVFAC DRAWING NO. SHEET OF C-103 C L� 0 2 3 i 4 5 A TO BE VEGETATED IN ACCORDANCE WITH THE PROJECT VEGETATION PLAN PROVIDE PLANTINGS SPECIFIED AROUND FULL POND PERIMETER (10 FOOT STRIP SHALLOW LAND AREA , SHALLOW WATER AREA D I r ELEVATION�$0 0 EVATION=19.5' C J3 PERMANENT POOL ELEVATION = 19.5', AREA = 19,487 SF TEMPORARY POOL ELEVATION = 21.18', AREA = 24,786 SF SAFETY LEDGE TEMPORARY POOL = 21,18' ELEVATION=19.0' // 4 3 PERMANENT POOL ELEVATION = 19.5' 10 1 3 SEDIMENT CLEANOUT ELEVATION = 13.5' 1 POND BOTTOM ELEVATION = 12.5' rni in nnrn A rT nnninnrrr onv #4 ALUMINUM 4" 0. C. 4" SCREW PVC OUTLET D 1-2"x2"x1/4" CONTIP 3/8%4" ALUMINU BOLTS AT 1' ON ELEVATION= 19.0'- ELEVATION=18.5 1 SEDIMENT CLEANOUT ELEVATION_ 13.5' 3 FOREBAY ELEVATION = 12.5' STORMWATER DETENTION POND CROSS-SECTION - 3' CLEAR - TRASH SCREEN-#4 ALUMINUM BAR 4 4" O.C. EACH WAY WELDED TO PLAN FRAME 10-YEAR PEAK 3/8"x4" ALUMINUM EXPANSION STAGE = 21.94' BOLTS AT 1' ON CENTER L2"x2"x1/4" CONTINUOUS FRAME-WELDEI TOP RISER ELEV = 220' 4" SCREW TYPE CAP 4" PVC GROUT ANNULAR SPACE WITH NON -SHRINK GROUT 6" INVERT OVERFLOW WEIR ELEV = 21.18' ELEV.=21.18 GROUT ANNULAR SPACE 4 CLEAR WITH NON -SHRINK GROUT 1' 2 OUTLET PIPE INVERT ELEV = 19.5' 3' CLEAR INV OUT=19. 4" PVC STUBBED INTO BOX s ELEV=19.4' 4" PVC PLUG WITH 2 3/4" HOLE DRILLED ELEV = 19.0' ° °a a CONCRETE FILL ° Qa a a QA 12" 12„ TOP OF FOOTING = 16.5' °' Lj BOTTOM OF PRECAST CONCRETE BASE = 15.5' Q A I 6'x6' - SECTION DETENTION POND OUTLET STRUCTURE STORMWATER DETENTION POND SECTION AND DETAILS NOT TO SCALE IC 1 18" CORRUGATED NUM PIPE 3" WIDE x 1/4" THICK GALVANIZED METAL STRAPS 24' O.C. ANCHORED IN CONCRETE 12" MIN. (TYPICAL OF 4) 35 LF 18" CORRUGATED ALUMINUM PIPE 30" WIDE x 9" THICK CONCRETE ANCHORAGE FOR PIPE 4LLOW WATER =19.5'--\ 5' 1 3 10' TION=20.0' I � 1 1 3 10 VEGETATIVE SHELF PERIMETER SHELF PLANTING LIST PLANTING LOCATION SCIENTIFIC NAME COMMON NAME SIZE SHALLOW WATER AREA SWALLOW LMD AREA IRIS VIRGINICA BLUE FLAG IRIS LARGE PLUG X PELTANDRA VIRGINICA ARROW ARUM LARGE PLUG X SAGITTARIA LANCIFOLIA BULLTONGUE LARGE PLUG X SAGITTARIA LATIFOLIA DUCK POTATO LARGE PLUG X SPARGANIUM AMERICANUM BUR -REED LARGE PLUG X ZIZANIOPSIS MILIACEA WATER MILLET LARGE PLUG X PROVIDE EVEN NUMBER OF SPECIES PLANTED AT 18" O.C. IN ALL DIRECTIONS WITHIN TEN FOOT WIDE PERIMETER SHELF. PROVIDE A MIXTURE OF EACH PLANT SPECIES SO AS TO PROVIDE APPROXIMATELY 33% COVERAGE OF THE PERIMETER SHELF IN EACH PLANTING ZONE WITH SPECIES SPECIFIED FOR EACH PLANTING ZONE. STORMWATER DETENTION POND TABLE FOREBAY ONLY CONTOUR AREA SF AVG. AREA SF 0 VOL CF CUMM. VOL. 12.5 1002 SF - - - 13.0 1157 SF - - - 13.5 1317 SF - - - 14.0 1509 SF 1413 706 706 15.0 1861 SF 1685 1685 2391 16.0 2275 SF 2068 2068 4459 17.0 2731 SF 2503 2503 6962 18.0 3229 SF 2980 2980 9942 19.0 3768 SF 3498 3498 13440 19.5 4981 SF 4374 2187 15627 POND ONLY CONTOUR AREA SF AVG. AREA SF A VOL CF CUMM. VOL. 12.5 7501 SF - - - 13.0 7844 SF - - - 13.5 8195 SF - - - 14.0 8553 SF 8374 4187 4187 15.0 9292 SF 8922 8922 13109 16.0 10060 SF 19676 9676 22785 17.0 10858 SF 10459 10459 33244 18.0 11685 SF 11271 11271 44515 19.0 12542 SF 12113 12113 56628 19.5 14506 SF 13524 6762 63390 POND STAGE/STORAGE RELATIONSHIP STAGE ELEVATION AREA SF ni VOL CF TOTAL VOLUME ABOVE PERMANENT POOL 0 FT 19.5 FT 19,487 0 0 0.5 FT 20.0 FT 22,509 10,499 10,499 1.5 FT 21.0 FT 24,427 23,468 33,967 2.5 FT 22.0 FT 26,423 25,425 59,392 3.0 FT 23.0 FT 28,486 27,454 86,846 PERIMETER SHELF PLANTING REQUIREMENTS: SOIL ANALYSIS AND AMENDMENTS PLANTING RESTRICTIONS 1. THE CONTRACTOR SHALL BE REQUIRED TO COLLECT A MINIMUM OF TWO SOIL SAMPLES 1. PLANTING SHALL ONLY OCCUR DURING THE MONTHS OF APRIL THROUGH JUNE OR SEPTEMBER THROUGH AT A DEPTH OF 6 INCHES FROM SEPARATE AREAS OF THE PERIMETER SHELF AREA OF EACH POND. NOVEMBER FOR SHALLOW LAND AREA PLANTINGS. SHALLOW WATER PLANTING SHALL ONLY OCCUR BETWEEN 2. THE SAMPLES SHALL BE SUBMITTED FOR ANALYSIS FOR RECOMMENDED SOIL AMENDMENTS FOR APRIL 1 THROUGH JULY 15. THE PLANTINGS SPECIFIED. 2. FOR STORMWATER PONDS COMPLETED OUTSIDE T111S PLANTING WINDOW, TEMPORARY VEGETATION SHALL 3. THE CONTRACTOR SHALL PROVIDE SOIL AMENDMENTS NECESSARY TO ADJUST SOIL pH, ORGANIC BE ESTABLISHED ON THE SHALLOW LAND PLANTING AREAS UNTIL THE PLANTING WINDOW IS REACHED. CONTENT AND SOIL TEXTURE TO MEET THE FOLLOWING: pH VALUE 5.5 TO 7.0 PLANTING MAINTENANCE ORGANIC CONTENT 5% MINIMUM BY DRY WEIGHT SOIL TEXTURE LOAMY SAND WITH NO MORE THAN 10% CLAY 1. THE CONTRACTOR SHALL INSPECT ALL PLANTINGS ON A WEEKLY BASIS FOR THE FIRST 60 DAYS AFTER 4. ANY SOIL AMENDMENTS SHALL BE APPLIED AND MIXED INTO THE TOP 6 INCHES OF SOIL DEPTH PLANTING. THE CONTRACTOR SHALL WATER ALL PLANTS AS NEEDED TO ENSURE SURVIVAL. 5. THE SOIL SHALL BE FINE GRADED TO REMOVE ALL STONES OR ROOTS GREATER THAN 1 INCH DIAMETER 2. AFTER 30 DAYS, ANY DISEASED DEAD OR DYING PLANTS SHALL BE REPLACED WITH THE SAME SPECIES. 3. THE CONTRACTOR SHALL WARRANT ALL PLANTINGS FOR A MINIMUM PERIOD OF 12 MONTHS AFTER INSTALLATION. PLANT INSTALLATION AND ESTABLISHMENT 1. THE CONTRACTOR SHALL UTILIZE FRESH, NURSERY RAISED PLANTS AS SPECIFIED IN THE PLANT LIST. 2. ALL PLANTS SHALL BE INSTALLED WITHIN 48 HOURS OF RECEIPT FROM THE NURSERY AND SHALL BE MAINTAINED WITH ADEQUATE MOISTURE AND SUN TO MAINTAIN THEIR VITALITY. 3. PLANTS SHALL BE INSTALLED BY HAND AT THE SPACING SPECIFIED, 4. NEWLY INSTALLED PLANTS SHALL BE WATERED IMMEDIATELY AFTER INSTALLATION UNLESS THEY ARE INSTALLED IN A SUBMERGED SHELF AREA. 4" Sch 40 Coupling Connection 1 2" Vent Inlet 5 with Orange tip i 4 pvc That 3" Sch 40 SOLID pvc barrel or "arm' SUPPLIED BY USER;3 PMent& S ^7s1 Aluminum straps susaendinq inlet 33" z r 330 2 I Skimmer shown in floating position 3" hose, ss clamps 3' threaded male nipple 4` inlet 4' HEAD on center of on outlet end extension 4 inlet and orifice NOTES: 1. TO BE USED DURING CONSTRUCTION PERIOD ONLY. 2. SKIMMER TO BE 4-INCH AS MANUFACTURED BY J. W. FAIRCLOTH AND SON OF HILLSBOROUGH, NC. 3. SKIMMER ORIFICE TO BE 2.8 INCHES IN DIAMETER. SEDIMENT BASIN DRAWDOWN SKIMMER STORMWATER AND EROSION & SEDIMENTATION CONTROL DESIGN BY: AVOLIS ENGINEERING, P.A. P.O. BOX 15564 NEW BERN, NC 28561 PH.(252) 633-0068, FAX (252) 633-M7 C APPOv D FOR COMMANDER NAVFAC ACT V' SAT_NNE SATISFACTORY TO DATE SALDATE DES # IDPW # ICH" U BZ U Lal = rn J t Uj 9 F- C W 13 F- Q Z Z Q2 F- U W u) �U o Wg a �CL W Z O �c coU w aZ o J Uj U w N o o AU Uj Z_ d) SCALE. AS NOTED 'PROJECT NO. # CONSTR. OONTR- NO- i�#�i�i�#��i�i���i�iiiii� NAVFAC DRAWING NO OF C-104 2 ' 3 1 � 2 3 I 4 5' STEEL POST 5 LJ IN €, 0 0 0 a 0 U i a w E a Z 24" 24" REBAR #5 ANCHOR 3,000 PSI CONCRETE P. OF 2) SMOOTH FINISH a � 4° a, $" SECTION A -A 3,000 PSI CONCRETE SMOOTH FINISH a eo ' o . b d A " REBAR #5 ANCHOR (T P. OF 2) e ea .a PLAN CONCRETE WHEEL STO NOT TO SCALE C-102 o ° o ° 0 6" LAYER OF COARSE AGGREGATE OVER 00000 0 12" LAYER OF STONE BASE COURSE 00000 o ° 0 ° o ° MAINTENANCE: 0 ° 0 ° 1. MAINTAIN ENTRANCE CONDITION. 0 o 0 0 0 10' THIS MAY REQUIRE REPLACMENT OF STONE. 00000 i_Dl o°o°o°o Nd EDGE OF EXISTING ROADWAY PAVEMENT GRAVEL CONTROL ENTRANCE NOT TO SCALE C-102 LV SELF ANCHORING METAL POST ® 6' O.C. MAX 12 GUAGE 6 X 6 WIRE MESH FILTER FABRIC �8" BURY MIN. FLOW MAINTENANCE: 1 AFTER AT LEAST A 1/2" OR GREATER. INSPECT STRUCTURES WEEKLY AND RAINFALL EVENT. 2. CLEAR DEBRIS WHEN A 6" DEPTH OR POTENTIAL FAILURE IS PRESENT. SILT FENCING C NOT TO SCALE C-102 12" THICK NCDOT #57 STONE ON UPSTREAM SIDE tILTER 00 CLOTH /��/• 12" THICK NCDOT #57WASHED 1.5, STONE ON UPSTREAM SIDE CLASS B I /RIPRAP z C 0�00o:II O 0 0%� °O�0O 0000 0O� �iv Q 0�0O0�0 NON -WOVEN GEOTEXTILE % 47 MINIMUM FABRIC 6 MAXIMUM A OUTLET FLOW PLAN OUTLET PIP FILTER FAB SECTION A -A 1. SEDIMENT BEHIND THE CHECK DAM SHALL BE REMOVED ONCE THE LEVEL IS WITHIN 6" OF THE CENTERLINE CREST OF THE DAM. 2. SHOULD SCOUR DEVELOP AT THE DOWNSTREAM END, IT SHALL BE REPAIRED IMMEDIATELY. CHECK DAM D NOT TO SCALE C-102 0 0°0 oo ° 0�o0 0 0000 0 000 o° 0 0 00 00 RIF 000 � 00 0 °0000 00 ° p°o0�0 ° o 0000 ° 0000 0 Eo A ° 0 0 o° 0 0 00 0 00oo o°g00 0o DEVICE I.D. A B C D E AVG. RIP RAP SIZE MAX. RIP RAP SIZE POND INLET 36" 9' 21' 24' 21" 9" 13.5" POND OUTLET 18" 4.5' 10' 14.5' 9" 4" 6" ALL OTHERS 18" 4.5' 6' 6' 9" 4" 6" MAINTENANCE: 1. INSPECT STRUCTURES AT LEAST WEEKLY AND AFTER ANY RAINFALL EVENT OF 1/2" OR GREATER. 2. IMMEDIATELY MAKE ALL NEEDED REPAIRS. OUTLET PROTECTION E NOT TO SCALE C-102 6' THICK N #57 STONE PERIMETER 2 ' 3 NCDOT #57 STONE — 19 GAUGE HARDWARE CLOTH (1/2" OPENINGS) PLAN i— 5' STEEL POST :ll �`llll SECTION FABRIC NOTE: UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET. NOTE: PROVIDE CURB INLET PROTECTION AT ALL DRAINAGE STRUCTURES. MAINTENANCE: 1. INSPECT STRUCTURES WEEKLY AND AFTER AT LEAST A 1/2" OR GREATER RAINFALL EVENT. 2. CLEAR DEBRIS AND REPLACE STONE AS NEEDED. 3. REMOVE ACCUMULATED SEDIMENT WHEN IT REACHES A MAXIMUM DEPTH OF SIX (6) INCHES. 4" TIP INVERT DROP INLET PROTECTION F NOT TO SCALE C-102 PIPE O.D. + 12' -1" WIDE CONCRETE COLLAR 8" CONCRETE ROUT ENTRANCE PIPE `-2"X4" KEY 15 0 12" O.C. E.W. COMPACTED BASE SECTION DROP INLET G NOT TO SCALE C-102 0 3 3 NOTE: SIDE SLOPES SHALL BE 3:1 OR FLATTER, AS INDICATED ON PLANS BY CONTOURS OR SPOT ELEVATIONS VEGETATED SWALE H NOT TO SCALE C-102 TEMPORARY VEGETATIVE SEEDING (PRIOR TO ESTABLISHING PONANt NT VEGETATION) AFTER COMPLETION OF GRADING ACTIVITIES AND THE CONSTRUCTION OF SWALES, ALL EXPOSED AREAS SHALL BE SEEDED TO THE FOLLOWING SPECIFICATIONS: SEED BED LIME 1-1/2 TON PER ACRE FERTILIZER 1/2-TON PER ACRE SEED RYE GRAIN 50 LEIS PER ACRE TALL FESCUE 100 LEIS PER ACRE SUPPLEMENTAL SEED MAY THROUGH AUGUST: CENTIPEDE 5 LEIS PER ACRE PROCEDURE STRAW MULCH SHALL BE APPLIED AT A RATE WHICH WILL INSURE APPROXIMATELY 75% COVERAGE OF THE SEEDED AREA. THE STRAW AND SOWN SEED WILL BE LIGHTLY DISCED INTO THE BED TO GIVE IT FURTHER RESISTANCE TO BLOWING AND WASHING. THE CONTRACTOR SHALL GUARANTEE A FULL STAND OF GRASS OVER THE ENTIRE DISTURBED AREA. IF NECESSARY THE CONTRACTOR WILL WET DOWN THE AREAS TO ASSIST IN SEED GERMINATION OR AID IN GROWTH IN TIMES OF EXCESSIVELY DRY WEATHER. A STAND OF GRASS WILL BE CONSIDERED ACCEPTABLE WHEN THE ENTIRE STAND OF GRASS IS AT LEAST FOUR INCHES HIGH AND HAS ACHIEVED AT LEAST 95% COVERAGE OF DISTURBED AREAS. RESEEDING WILL BE REQUIRED AS NECESSARY BY THE CONTRACTOR TO OBTAIN THE SPECIFIED STAND OF GRASS. PERMANENT VEGETATION ALL DISTURBED AREAS NOT COVERED WITH BUILDINGS, PAVEMENTS, OR OTHER IMPERMEABLE SURFACES SHALL BE SODDED AS THE FINAL/PERMANENT VEGETATION. SPECIAL SEEDING NOTE: CUT & FILL SLOPES WILL, WITHIN 7 CALENDAR DAYS DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED AND PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. VEGETATION PLAN NOT TO SCALE C-102 mf7 c v-1 NOV 2 7 STORMWATER AND EROSION do tY._ SEDIMENTATION CONTROL DESIGN BY: AVOLIS ENGINEERING, P.A. P.O. BOX 15564 NEW BERN, NC 28561 PH. 252 633-M8, FAX 252) 633M6507 ' 5 EAT AE L GO FOR COM"DER RAVFAC AMMTY SAT -NAME SATISFACTORY TO DATE SAT�1ITE DES DRW #CHK z 4i z a J W UV og J cW G � a W W 4 � '- U 00 _ a Z J U to CL U W AS NOTED EPROJECT NO. CONSTR. #AA#HH1 NAVFAC DRAWING NO. SHEET OF C-105 C 7' 77777T ---- r 1 •' r _ t 1 i S 71 \ • `1i C • - x 95 it. X If -�--�\ ram! ��->�i \-- -\�--� a \ ♦ \\ ♦ 1 BASIN A DRAINAGE AREA A L TOTAL AREA-- 129,312 SF (2.97 AC) - i PERVIOUS AREA-- 60,644 (1.39 AC) - /r ; ^'IMPERVIOUS AREA= 68,668 SF (1.58 AC) COMPOSITE RATIONAL C= 0. 7 1 TOTAL AREA - ! 9PEAYIm AREA -, rr-) PERN0115 A�'I %1 , 111 • Itrj tot � ORNIIII,E AREA J / TOTAL NREJ1 = - 23 47SF MpFRVpUS AREA 230,673 SF ` PERVIOUS AREA - 241,191 SF COIPOSRE RA110NAL C - 0.80 If IfY`\I 1 i`Nj 1 � % Iflli 1 1j1 - "tl 11 , Ili F 'III f II{I ' 1j11 Ir UNTREATED AREA 1 CCC 1 1 I NEW EMPLOYEE PARKING LOT SIDEWALK IMPERVIOUS AREk- 206 SF (01.011 AC) 1 I 1`O I i , t I 1 t 1 ! r. ' r�iN "r� r \ rZPoo / r r ! 1 1 , 1 1 I T)RRIIJk&�E Iv1� k"J ISi Bn) 1 A#'d 147v'eA,"3`r z�( i2 ��33�ou68 ECEIVE NOV 2 7 2012 grc 3 c F CAlta5%. WA 4 lilt SMITHGROUP / CLARK-NEXSEN, A JOINT VENTURE V4 B1AMV LL STSTE 110/ OIIR m, NC 2ml- 88 SMITHGROUP mom" T 202.842.2100 CLARK*NEmEN T 919.828.1876 - ArF &F0 APFRM _. FOII WAKWEA 1B66K Amm SAlSfACKN'r TO DAB - DES - ORW - ICHK - «PN/Dm>> BRANCH IYNM1GER CHEF ENG/ARCH <OIX» �U z L U � J J oKo 2 C) 0 Id CJ � Z (L FLzi 7 Z O W �d Q 0 Q Z a z o w CL z W Z W C'3 0 0 Z W Lu W Lo gc ` H >< 2 W Co.to Z T O Lu a !z Q LL -5 J O J d� � Z m SCAM' - AS INDICATED EPRQIECT Na: P1857 COWk CONTR. NO. N400B5-09-C-3212 NAVFAC ORA*V C—NO. SHEET — OF 661 DA MAP OOIAA} m Ilium 10 w=N m" 1 I 2 I 3 I 4 IN PROJECT # I SHEET # I SHEET TITLE C IGENERAL -- GI-001 TITLE SHEET DRAINAGE AREA MAPS -- DA MAP PRE DEVELOPMENT DRAINAGE AREA MAP -- DA MAP POST DEVELOPMENT DRAINAGE AREA MAP CIVIL P1857 GC101 SITE PHASING P1857 C-001 GENERAL NOTES, ABBREVIATIONS, AND LEGEND P1857 C-002 GENERAL NOTES, ABBREVIATIONS, AND LEGEND P1857 C-100 OVERALL EXISTING CONDITIONS PLAN v P1857 CD100 OVERALL DEMOLITION PLAN - P1857 C1100 OVERALL SITE IMPROVEMENT PLAN P1857 CG100 OVERALL GRADING AND DRAINAGE PLAN P1857 CG101 GRADING AND DRAINAGE PLAN P1857 CG102 GRADING AND DRAINAGE PLAN P1857 CG103 GRADING AND DRAINAGE PLAN P1857 CC104 GRADING AND DRAINAGE PLAN P1857 CG105 GRADING AND DRAINAGE PLAN P1857 CG106 GRADING AND DRAINAGE PLAN P1857 CG107 STORMWATER PIPE TABLE o P1857 CG110 OVERALL EROSION CONTROL PLAN P1857 CG111 EROSION CONTROL. PLAN P1857 CG112 EROSION CONTROL PLAN o B P1857 CG113 EROSION CONTROL PLAN k P1857 CG114 EROSION CONTROL PLAN P1857 CG115 EROSION CONTROL PLAN P1857 CG116 EROSION CONTROL PLAN w P1857 CG501 DRAINAGE DETAILS P1857 CC502 DRAINAGE DETAILS o P1857 CG503 DRAINAGE DETAILS P1857 CG504 EROSION & SEDIMENT CONTROL DETAILS z P1857 CG505 EROSION & SEDIMENT CONTROL DETAILS s P1857 CG506 EROSION & SEDIMENT CONTROL DETAILS P1331 C-001 GENERAL NOTES, ABBREVIATIONS, AND LEGEND P1331 C-002 GENERAL NOTES, ABBREVIATIONS, AND LEGEND P1331 C-100 OVERALL EXISTING CONDITIONS o P1331 CG101 GRADING AND DRAINAGE PLAN P1331 CC102 GRADING AND DRAINAGE PLAN P1331 CG103 GRADING AND DRAINAGE PLAN o P1331 CG111 EROSION CONTROL PLAN P1331 CG112 EROSION CONTROL PLAN 3 P1331 CG113 EROSION CONTROL PLAN s P1331 CG501 DRAINAGE DETAILS P1331 CG502 DRAINAGE DETAILS P1331 CG503 DRAINAGE DETAILS P1331 CG504 EROSION & SEDIMENT CONTROL DETAILS J P1331 CG505 EROSION & SEDIMENT CONTROL DETAILS o A LANDSCAPE 0 P1857 L-100 LANDSCAPE KEY PLAN P1857 L-101 LANDSCAPE PLAN P1857 L-102 LANDSCAPE PLAN P1857 L-103 LANDSCAPE PLAN z p1RF7 1 —1nA 1 At\lnCrAPF PI AN o P1857 L-105 LANDSCAPE PLAN P1857 L-106 LANDSCAPE PLAN P1857 L-504 LANDSCAPE DETAILS P1331 L-101 PLANTING PLAN a w P1331 L-102 PLANTING PLAN 1 P1857 & P1331 CAMP LEJEUNE NAVAL HOSPITAL ADDITION &RENOVATION MARINE CORPS BASE CAMP LEJEUNE, NC NCDENR DWO STORMWATER PERMIT S.UBM�ITTAL'- SW8960329 CAMP LEJEUNE NAVAL HOSPITAL PARKING LOT ADDITION -MODIFICATION JUNE 189 2010 ffor W VICINITY MAP SCALE: NONE 2 I 3 I 4 I 5 a a a a 0 JUNNN 11 8 2010 SMITHGROUP / CLARK-NEXSEN, A JOINT VENTURE 324 BLACMELL ST STE 1104 DURHAM, NC 27701-3600 SMINGROUP a2hitMure engineenng interiors planning T 202.842.2100 CLARK+NEXSEN T 919.628.1876 A/E INFO APPROVED FOR COMMANDER NAVFAC SATISFAWRY TO DATE — DES ORW CHK «PM/DM» BRANCH MANAGER CHIEF ENC/ARCH - <<XX>> o < aU� U z LEI U z N J J > z z o Q Z o W z Cr) Y w a Q Z aZ� CLLJ a� _ z O Q cn LLJ 0Q z 1 F— F- i w d w z U) 0 O z = w U Lo >wrL > I_I W co J o w z r ::5 ~ Q LJ tL s o J z J w i < � Q � U EL w m 0 SCALE: AS INDICATED EPROJECT NO.: P1857 CONSTR. CONTR. NO. N40085-09-C-3212 NAVFAC DRAWING NO. SHEET — OF ---&61 GI-001 DRAWFORM REVISION: iO MARCH 2OM I it ��, 4 J C L r 7 l J 1 r 7 l J 1 1 I 2 I 3 I 4 5 I I A r ! 1/ ,J f ' i r +) Ii BASIN ?B J ! I , ,, r 0 \ / ! \ 1 I J / f I I 1 / \'v-� LL f .�` \ 1 1 �+It`s \ \ 1 i � O'IAL ARE \ I' v \ P RP IOUS AF rIM E VIOUS A COMPO! BASIN A DRAINAGE AREA A _ =, TOTAL AREA 129,312 SF (2.97 AC) PERVIOUS AREA= 60044 (1.39 AC) _ =1 IMPERVIOUS AREA= 68,668 SF (1.58 AC) COMPOSITE RATIONAL C= 0.67/ / Y, \\------49---- `T -Te` OF ,' -ra - �lr I/ J f \\\ --—---------- -- — ---------- ------_ _. a - --- 1 1 2 A= 4Z,btI JF IU.9b AG/AC)f� \ I I ONAL C= 0.75 REA= 24,813 SF (0.57 \TIONAL C= 0.59 I.L 1h 1 1 I 1 1 1 1 1 I p / Vl,li ,' i // U 1 �• I l j l 1 • .0 t nJ+ I � f I{I 111 !j!f I UNTREATED AREA NEW EMPLOYEE PARKING LOT SIDEWALK IMPERVIOUS AREA= 206 SF (0.01 AC) ++ 1 i 1 I -\\m ; A \\ I f 3 1 4 GRAPHIC SCALE 1 "=80' 80, 160' 5 a a w 0 0 a 0 0 IUN 1 tn�r SEAL SMITHGROUP / CLARK-NEXSEN, A JOINT VENTURE 324 BLACKWELL ST STE 1104 DURHAM, NC 27701-3600 SMITHGROUP xchitecture engineering interors planning T 202.B42.2100 CLARK • NEXSEN T 919.828.1876 A/E INFO ' FOR COMMANDER NAVFAC t ACTN Y SATISFACTORY TO DATE - DES — DRW — CHK — <<PM/DM» BRANCH MANAGER CHIEF ENG/ARCH «xx» o a < C) U z I— S L V Z yJ J >- z o Q ? z O w z 0 Z Y U zw Q w Z O tz z R z Q Q Q > z0 Q W Q z Z W (L z z_ (n :20 O Z = I w w WrL in c� C H I w 00 F-- z J o wV% z r w a p F- Q rr � J t1LL o J z GO a W ¢ Q az - o � M U � SCALE: - AS INDICATED EPROJECT NO.: P1857 CONSTR. CONTR. NO. N40085-09—C-3212 NAVFAC DRAWING -NO. SHEET - OF 661 DA MAP DRAWFORM REVI510N: 10 MARCH 2O09 u C 0 L 1 O t 2 1 3 I 4 5 I C 0 U z GENERAL NOTES SEE SHEET GC101 FOR CONSTRUCTION SEQUENCING. WORK IN THIS PROJECT SHALL CONFORM TO THESE CONSTRUCTION DOCUMENTS, THE LATEST EDITIONS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) ROAD AND BRIDGE SPECIFICATIONS, THE NCDOT ROAD AND BRIDGE STANDARDS, THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL HANDBOOK, THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL REGULATIONS, THE FINAL GEOTECHNICAL REPORT, AND GENERAL DESIGN STANDARDS. IN THE EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS, OR PLANS, THE MOST STRINGENT SHALL GOVERN. ENGINEER AND/OR GOVERNMENT DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND/OR METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL JOBSITE SAFETY, INCLUDING BUT NOT LIMITED TO TRENCH SAFETY, DURING ALL PHASES OF CONSTRUCTION. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS, EQUIPMENT, ETC. THAT MAY BE REQUIRED. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE ACTUAL AND EXACT LOCATION, SIZE AND MATERIAL COMPOSITION OF ANY EXISTING WATER OR SEWER SERVICE PROPOSED FOR CONNECTION OR USE ON THIS PROJECT. THE RELOCATION OF ANY UTILITY SERVICES REQUIRED TO COMPLETE ANY PORTION OF THESE CONSTRUCTION PLANS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS, SPECIFICATIONS, AND SITE CONDITIONS OR ANY INCONSISTENCIES OR AMBIGUITIES IN DRAWINGS OR SPECIFICATIONS SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER, IN WRITING, WHO SHALL PROMPTLY ADDRESS SUCH INCONSISTENCIES OR AMBIGUITIES. WORK DONE BY THE CONTRACTOR AFTER HIS DISCOVERY OF SUCH DISCREPANCIES, INCONSISTENCIES, OR AMBIGUITIES AND BEFORE FORMAL RESPONSE FROM THE ENGINEER SHALL BE DONE AT THE CONTRACTOR'S RISK. CONTRACTOR SHALL MAINTAIN AN "AS BUILT" SET OF DRAWINGS TO RECORD THE ACTUAL LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE CONTRACTING OFFICER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE TRANSMITTAL LETTER (FOR RECORD KEEPING) TO THE ENGINEER. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR DETAILS OF BUILDINGS AND BUILDING DIMENSIONS. TRAFFIC CONTROLS WITHIN THE ROADWAY SHALL BE IN COMPLIANCE WITH STANDARDS OF THE NORTH CAROLINA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. TRAFFIC CONTROL WITHIN ALL VEHICULAR AREAS IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE IN CONFORMANCE WITH THE "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES." ROADWAYS AND PARKING LOT DRIVE ISLES MUST BE CAPABLE OF SUPPORTING FIRE APPARATUS DURING CONSTRUCTION. ALL DIMENSIONS ARE IN FEET, TO OUTSIDE FACE OF BUILDING, TO CENTERLINE, CENTER TO CENTER ON STRIPES, AND/OR TO FACE OF CURB, UNLESS OTHERWISE NOTED. THE UTILITY DRAWINGS DO NOT SHOW EVERY OFFSET, TRANSITION, AND FITTING THAT MAY BE REQUIRED. CONSTRUCTION NOTES CONTRACTOR TO PROVIDE ADEQUATE PEDESTRIAN AND VEHICULAR SIGNAGE/FENCING TO DIRECT VISITORS AND EMPLOYEES SAFELY AROUND ALL CONSTRUCTION. CONSTRUCTION/SAFETY FENCING REMOVED TO FACILITATE ACCESS BY THE CONTRACTOR FOR CONSTRUCTION MUST BE REPLACED AT THE END OF EACH WORK PERIOD TO DIRECT PEDESTRIAN TRAFFIC AWAY FROM HAZARDOUS AREAS. CONSTRUCTION NOT OCCURING WITHIN ANY CONSTRUCTION FENCING MUST HAVE SIGNAGE AND BARRIERS TO DIRECT PEDESTRIAN TRAFFIC AWAY FROM HAZARDOUS AREAS. ANY EXCAVATION MUST BE BACKFILLED IN AND COMPACTED AT THE CONCLUSION OF EACH WORK PERIOD, AND EQUIPMENT AND SUPPLIES RETURNED TO THE CONSTRUCTION STAGING AREA. THE CONTRACTOR MUST, AT ALL TIMES, KEEP THE PREMISES FREE FROM ACCUMULATIONS OF WASTE MATERIALS OR RUBBISH CAUSED BY CONSTRUCTION CONTRACTOR AND SUB -CONTRACTORS, ALL DEBRIS SHALL BE REMOVED FROM THE SITE TO MAINTAIN A CLEAN AND SAFE WORK AREA. CONTRACTOR SHALL RESTORE THE LAY DOWN AND STAGING AREA TO ORIGINAL CONDITIONS AND TO THE SATISFACTION OF THE CONTRACTING OFFICER, PRIOR TO DEMOBILIZATION AT THE CONCLUSION OF THE PROJECT. SURVEY NOTES SITE AND TOPOGRAPHICAL SURVEY COMPLETED ON JUNE 25, 2009 BY: STEWART ENGINEERING, INC 421 FAYETTEVILLE ST., SUITE 400 RALEIGH, NORTH CAROLINA 27601 919-380-8750 (OFFICE) 919-380-8752 (FAX) ENTRY ROAD AND WOUNDED WARRIOR DESIGN INFORMATION PROVIDED BY NAVFAC. BASED ON GPS METHODS USING NORTH CAROLINA VIRTUAL REFERENCE STATION SOLUTIONS FOR THE SURVEY CONTROL POINTS SHOWN HEREON AND TIED TO NORTH CAROLINA GEODETIC SURVEY MONUMENTS 'TERRENCE" AND "WARE". (COMBINED SCALE FACTOR IS 0.99991656') "TERRENCE" N 364,248.51' E 2,491,497.01' EL 31.72' "WARE" N 355,053.05' E 2,508,144.97' EL 36.58' THE PROJECT IS ALSO TIED TO THE BASE CONTROL SYSTEM USING DATA PROVIDED BY THE CAMP LEJEUNE PUBLIC WORKS OFFICE. ELEVATION AND COORDINATES PROVIDED BY CAMP LEJEUNE ARE AS FOLLOWS: "PW-131, N 356,187.07' E 2,496,293.15' EL 28.92' HORIZONTAL DATUM IS NAD 83 (NSRS 2007) AND VERTICAL DATUM IS NAVD 88. ACCORDING TO FEMA FLOOD INSURANCE RATE MAP COMMUNITY -PANEL NUMBER 3720438400J DATED NOVEMBER 3, 2005, THE SUBJECT PROPERTY LIES IN FLOOD ZONE 'Y' (AREA DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE AND FUTURE CONDITIONS 1% ANNUAL CHANCE FLOODPLAIN). THERE ARE NO PROPERTY BOUNDARIES WITHIN THE SURVEYED AREA. DEMOLITION NOTES ALL DEMOLITION AND SUBSEQUENT CONSTRUCTION TO BE IN ACCORDANCE WITH PLANS AND SPECIFICATIONS APPROVED BY NAVFAC, PERMITS ISSUED, AND APPLICABLE STATE, COUNTY, AND LOCAL CODES. RELOCATION OF EXISTING UTILITIES TO BE COORDINATED WITH THE MCB CAMP LEJEUNE PUBLIC WORKS DEPARTMENT AND/OR THE UTILITY PROVIDER(S). ALL UTILITIES LOCATED IN AREAS OF DEMOLITION OR SUBSEQUENT CONSTRUCTION SHALL BE PROTECTED FROM DAMAGE AND RIM ELEVATIONS ADJUSTED TO FLUSH WITH NEW GRADE. ELECTRICAL GAS UTILITY SERVICES TO BE REMOVED SHALL BE REMOVED AND RELOCATED (AS INDICATED) BY THE UTILITY PROVIDER. CONTRACTOR SHALL SCHEDULE AND COORDINATE THIS WORK WITH THE APPROPRIATE SERVICE PROVIDER. ALL SERVICES SHOULD BE INSTALLED PRIOR TO THE INSTALLATION OF PAVEMENT, SIDEWALKS, CURB AND GUTTER, OR OTHER PERMANENT FEATURES. WHERE UTILITIES (TO BE REMOVED) IMPACT THE FOOTPRINT OF THE NEW BUILDING, CONTRACTOR SHALL EXCAVATE AND REMOVE AN ADDITIONAL 2 FEET OF SOILS TO EITHER SIDE OF PIPE, AND 1 FOOT BELOW TO REMOVE UNSUITABLE SOILS. SUITABLE SOILS SHALL BE UTILIZED FOR BACKFILL. COMPACTION OF THESE SOILS PERFORMED IN ACCORDANCE WITH SPECIFICATIONS AND SITE PLAN. DEMOLITION, AND SUBSEQUENT CONSTRUCTION OF STORM DRAINAGE FACILITIES, SHALL BE PERFORMED IN SUCH A MANNER THAT THE OLD PIPE AND STRUCTURES ARE REMOVED AND NEW STRUCTURES AND PIPING ARE IMMEDIATELY PUT INTO SERVICE. CONTRACTOR SHALL ENSURE THAT STORM DRAINAGE DOES NOT REMAIN OUT OF SERVICE FOR LONGER THAN 12 HOURS AT A TIME. PROVISIONS SHALL BE MADE TO MAINTAIN STORM WATER DRAINAGE DURING CONSTRUCTION. WHERE ASPHALT/CONCRETE SECTION IS TO BE REMOVED, CONTRACTOR SHALL USE A SAW CUT AT THE LIMITS OF DEMOLITION OR NEAREST COLD JOINT TO CREATE A CLEAN VERTICAL EDGE. CONTRACTOR SHALL SALVAGE CONCRETE WHEELSTOPS, WHICH ARE IN USEABLE CONDITION, FOR RE -INSTALLATION AT THE END OF THE PROJECT. TREE PROTECTION NOTES ALL TREE PROTECTION FENCING SHALL BE INSTALLED PRIOR TO LAND DISTURBANCE OPERATIONS INCLUDING TREE REMOVAL, IN SUCH A MANNER AS TO CLEARLY AND ADEQUATELY SEPARATE ALL TREES TO BE REMOVED FROM REMAINING VEGETATION. AT THE START OF GRADING INVOLVING THE STRIPPING OF TOPSOIL OR LOWERING OF EXISTING GRADE AROUND A TREE, A CLEAN, SHARP, VERTICAL CUT SHALL BE MADE AT THE EDGE OF THE TREE SAVE AREA THE SAME TIME AS OTHER EROSION CONTROL MEASURES ARE INSTALLED. THE TREE PROTECTION FENCING SHALL BE INSTALLED ON THE SIDE OF THE CUT FURTHEST AWAY FROM THE TREE TRUNK. NO STORAGE OF MATERIALS, FILL, OR EQUIPMENT SHALL BE PERMITTED WITHIN ANY PROTECTED AREA(S), AND NO TRESPASSING SHALL BE ALLOWED WITHIN THE BOUNDARY OF THE PROTECTED AREA(S), AND SHALL BE SO NOTED ON THE GRADING AND EROSION CONTROL PLANS AND POSTED ON THE PROTECTION FENCE. A PROTECTION FENCE CONSTRUCTED OF MATERIAL RESISTANT TO DEGRADATION BY SUN, WIND, AND MOISTURE FOR THE DURATION OF THE CONSTRUCTION SHALL BE INSTALLED AT THE SAME TIME AS THE EROSION CONTROL MEASURES, AND SHALL REMAIN IN PLACE UNTIL ALL CONSTRUCTION IN THE VICINITY OF THE TREES HAS BEEN COMPLETED. N TREE PROTECTION NOTES continued) SIGNAGE," STRIPING, THE TREE PROTECTION FENCE SHALL BE MAINTAINED ON THE SITE UNTIL ALL SITE WORK AND MARKING N 0 T E S IS COMPLETED AND THE FINAL SITE INSPECTION PRIOR TO THE CERTIFICATE OF OCCUPANCY (CO) IS SCHEDULED. FENCING SHALL BE REMOVED PRIOR TO THE CONTRACTING OFFICERS FINAL SITE INSPECTION. EROSION CONTROL NOTES A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE ON FILE AT THE JOB SITE AT ALL TIMES. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. PROTECT ALL EXISTING DRAINAGE STRUCTURES WITH INLET PROTECTION WITHIN LIMITS OF WORK. WHEN HAND PLANTING, MULCH (HAY OR STRAW) SHOULD BE UNIFORMLY SPREAD OVER SEEDED AREA WITHIN 24 HOURS OF SEEDING. EROSION AND SEDIMENT CONTROL DEVICES MUST BE INSTALLED AND INSPECTED PRIOR TO ANY GRADING ON SITE. SEDIMENT/EROSION DEVICES MUST BE CHECKED AFTER EACH STORM EVENT. EACH DEVICE IS TO BE MAINTAINED OR REPLACED IF SEDIMENT ACCUMULATION HAS REACHED ONE HALF THE CAPACITY OF THE DEVICE, CONSTRUCTION, MAINTENANCE AND REMOVAL OF ALL EROSION CONTROL DEVICES ARE THE RESPONSIBILITY OF THE CONTRACTOR. ALL EROSION CONTROL DEVICES SHALL CONFORM TO THE STANDARDS SET FORTH IN THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES LAND QUALITY SECTION EROSION AND SEDIMENT CONTROL PLANNING LAND DESIGN MANUAL. NO SEDIMENT SHALL BE ALLOWED TO RUN OFF SITE. IF SEDIMENT IS TRACKED ONTO THE ROADWAY, IT MUST BE CLEANED OFF DAILY. ADDIWNAL MEASURES, BEYOND APPROVED PERMITTED DESIGN, TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A LOCAL REPRESENTATIVE OF THE STATE, CITY, OR COUNTY. ANY GRADING BEYOND THE LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE STATE EROSIDN CONTROL ORDINANCE AND IS SUBJECT TO A FINE. CONSTRUCTION AND MAINTENANCE OF ALL EROSION CONTROL DEVICES SHALL CONFORM TO THE STANDARDS SET FORTH IN THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES LAND QUALITY SECTION EROSION AND SEDIMENT CONTROL PLANNING LAND DESIGN MANUAL. GROUND COVER SHALL BE PROVIDED ON EXPOSED SLOPES WITHIN 14 WORKING DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING AND PERMANENT GROUND COVER FOR :ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT IN ANY PHASE. SIDEWALK/PAVING/CURBING NOTES WHERE NEW CURB AND GUTTER TIES TO EXISTING CURB OR CURB AND GUTTER, A TRANSITION OF 10' SHALL BE MADE TO CONFORM TO THE EXISTING HEIGHTS, WIDTHS, AND SHAPES. INSTALL EXPANSION JOINT WITH THICKENED EDGE WHERE CONCRETE PAVEMENT ABUTS BUILDINGS, MANHOLES, INLETS AND OTHER STRUCTURES IN THE PAVEMENT UNLESS NOTED OTHERWISE. ALL FREE CONCRETE PAVEMENT EDGES ABUTTING GRASSED, GRAVEL OR ASPHALT PAVEMENT SHALL BE THICKENED. CONSTRUCTION JOINTS SHALL BE USED AT THE END OF EACH DAY'S PLACING OPERATIONS AND WHEN CONCRETE PLACEMENT IS INTERRUPTED FOR 30 MINUTES OR LONGER. ALL ODD SHAPED SLABS AND SLABS WITH PENETRATIONS (FOR UTILITIES, BASINS, BOLLARDS, ETC.) SHALL BE REINFORCED WITH WWF (6x6 W2.9/W2.9). SLOPE OF PAVEMENT WITHIN HANDICAPPED PARKING SPACES AND ACCESS AISLES SHALL NOT EXCEED 2% IN ANY DIRECTION. ALL HANDICAP RAMPING SHALL CONFORM TO ADA STANDARDS FOR ACCESSIBLE DESIGN. ALL SIGNAGE SHALL CONFORM TO MUTCD AND NCDOT STANDARDS. SIGNAGE SHALL BE AS INDICATED IN PLAN, AND INSTALLED BY CONTRACTOR. ALL LOT STRIPING AND DIRECTIONAL ARROWS SHALL BE WHITE PAINT AND SHALL CONFORM TO STATE DOT STANDARDS AND SPECIFICATIONS. CROSSWALKS SHALL BE MARKED WITH THERMOPLASTIC MATERIALS AND CONSTRUCTED IN ACCORDANCE WITH STATE DOT SPECIFICATIONS. CONTRACTOR TO INSTALL CROSSWALKS IN SUCH A MANNER THAT CROSSWALKS ARE ALIGNED BETWEEN HANDICAP/WALKWAY ACCESS POINTS OR PERPENDICULAR TO THE ROADWAY/DRIVE LANE. SOME PAINTED MARKINGS IN THESE PLANS MAY BE SHOWN FOR INFORMATIONAL PURPOSES ONLY AND WILL NOT BE REQUIRED WHERE PARKING/DRIVE AREAS ARE INSTALLED AS GRAVEL. ALL HANDICAP STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO ADA STANDARDS FOR ACCESSIBLE DESIGN. STANDARD R7-8a RESERVED PARKING AND MAXIMUM PENALTY $250 NCGS 20-37.6 SIGNS MUST BE INSTALLED IN FRONT OF THE HANDICAPPED PARKING SPACES. VAN ACCESSIBLE SIGN(S) MUST BE PROVIDED IN FRONT OF VAN ACCESSIBLE SPACES. GENERAL UTILITY NOTES A LICENSED UTILITY CONTRACTOR MUST PERFORM ALL UTILITY WORK INVOLVED IN CONSTRUCTING THIS PROJECT. NCDENR WATER AND SEWER PERMITS ARE REQUIRED. NO WORK SHALL BE DONE PRIOR TO RECEIVING THESE PERMITS. CONTRACTOR SHALL ISOLATE ALL NEW PIPING FROM EXISTING PIPING UNTIL ALL NEW PIPING HAS BEEN TESTED AND ACCEPTED FOR SERVICE. EXISTING UTILITIES SHALL BE PROTECTED DURING ALL CONSTRUCTION. CONTRACTOR SHALL NOTIFY AND RECEIVE APPROVAL FROM THE CONTRACTING OFFICER AT LEAST 10 DAYS PRIOR TO ANY UTILITY DISRUPTION. WATER NOTES ALL UNDERGROUND UTILITIES AND FIRE HYDRANTS MUST BE TESTED AND ACCEPTED PRIOR TO STRUCTURAL CONSTRUCTION OF THE BUILDING(S) WHICH THEY SERVE. ALL BACKFLOW PREVENTION ASSEMBLIES TO BE LOCATED WITHIN THE BUILDING MECHANICAL ROOMS UNLESS LOCATED ON PLANS. WHERE WATERLINE CROSSES UNDERNEATH STORM DRAINAGE PIPE, CONTRACTOR SHALL PROVIDE A MINIMUM 12" VERTICAL CLEARANCE BETWEEN PIPES. SANITARY SEWER NOTES CLEANOUT SYMBOLS SHOWN ON THESE PLANS REPRESENT LOCATION OF SURFACE ACCESS POINT. CONTRACTOR SHALL LOCATE WYE APPROPRIATELY BASED ON PIPE DEPTH. SPACE CLEANOUTS AT 75 FEET MAXIMUM. LOCATE CLEANOUTS AT ALL VERTICAL AND HORIZONTAL CHANGES OF DIRECTION. MINIMUM SLOPE: 4" SEWER SERVICE - 2.00% SLOPE 6" SEWER SERVICE - 1.00% SLOPE 8" SEWER SERVICE - 0.50% SLOPE MANHOLES LOCATED IN PAVEMENT, CONCRETE OR OTHER TRAFFIC AREAS SHALL BE SET AT GRADE. MANHOLES LOCATED IN OTHER AREAS (I.E. GRASS OR WOODED AREAS) SHALL HAVE THEIR RIMS SET AT GRADE (UNLESS OTHERWISE INDICATED BY RIM ELEVATION). WHERE EXISTING SERVICE/MAIN IS REMOVED FROM AN EXISTING UTILITY STRUCTURE, CONTRACTOR TO PERMANENTLY PLUG OPENINGS THROUGH STRUCTURE WALL. PROFILES ARE TAKEN OVER CENTERLINE OF HORIZONTAL ALIGNMENT OF PIPE. JUN 1 8 2010 IN0 0 0 SEAL SMITHGROUP / CLARK-NEXSEN, A JOINT VENTURE 324 BLACKWELL ST STE 1104 DURHAM, NC 27701-3600 SMITHGROUP annitecture engineering interiors planning T 202.842.2100 CLARK • NEXSEN T 919.828.1876 A/E INFO ' FOR COMMMER MWAC ' 1. SATISFACTORY TO DATE — DESVJC DRWSBT DHKRLE «PM/DM» BRANCH MANAGER CHIEF ENG/ARCH XX>> 0 s C) U Z �F Ug Z�Z I o W D z W cU 13 I 0 J z� 4 Q o Q Q �OC) Q v) J z < � W m z Q 0 0 vi w = Li o z w CO ~� W a J La Z r '' W z iE Qy L.L J Li U to O J fig EL QZS U z W m U SCALE: - AS INDICATE PROJECT NO.: P1857 CONSTR. CONTR. NO. N40085-09-C-3212 NAVFAC DRAWING NO. 12569526 SHEET 6 OF 661 C-001 DRAWFORM REVISpN: 10 MARCH 2O09 C E u 1 GENERAL GRADING NOTES REFER TO FINAL CONSTRUCTION PLANS FOR CLEARING LIMITS AND TEMPORARY EROSION CONTROL DEVICES TO BE INSTALLED PRIOR TO COMMENCING CONSTRUCTION. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY, RELOCATED WHEN AND AS NECESSARY, AND SHALL BE CHECKED AFTER EVERY RAINFALL. SEEDED AREAS SHALL BE CHECKED REGULARLY AND SHALL BE WATERED, FERTILIZED, RESEEDED, AND MULCHED AS NECESSARY TO OBTAIN A DENSE STAND OF GRASS. PRIOR TO LAND DISTURBANCE, THE CONTRACTOR SHALL STAKE OUT AND MARK THE LIMITS OF PAVEMENT AND OTHER ITEMS ESTABLISHED IN THE PLANS. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY SURVEYING FOR LINE AND GRADE CONTROL POINTS RELATED TO EARTHWORK. CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANIES FOR ANY REQUIRED UTILITY ADJUSTMENTS AND/OR RELOCATIONS. MATERIALS USED TO CONSTRUCT EMBANKMENTS FOR ANY PURPOSE, BACKFILL AROUND DRAINAGE STRUCTURES, OR IN UTILITY TRENCHES FOR ANY OTHER DEPRESSION REQUIRING FILL OR BACKFILL SHALL BE COMPACTED PER THE SPECIFICATIONS. THE CONTRACTOR SHALL, PRIOR TO ANY OPERATIONS INVOLVING FILLING OR BACKFILLING, SUBMIT THE RESULTS OF THE PROCTOR TEST TOGETHER WITH A CERTIFICATION THAT THE SOIL TESTED IS REPRESENTATIVE OF THE MATERIALS TO BE USED ON THE PROJECT. TESTS SHALL BE CONDUCTED BY A CERTIFIED MATERIALS TESTING LABORATORY AND THE CERTIFICATIONS MADE BY A LICENSED PROFESSIONAL ENGINEER REPRESENTING THE LABORATORY. ALL SPOT GRADE ELEVATIONS IN CURB AND GUTTER REPRESENT GUTTER FLOWLINE ELEVATION AT FACE OF CURB UNLESS OTHERWISE NOTED (ADD 6" FOR TOP OF CURB). WHERE FILL IS TO BE PLACED ON EXISTING SLOPES STEEPER THAN 4:1, CONTRACTOR SHALL EXCAVATE BENCHES WITH A MAXIMUM DEPTH OF 3'. C THE CONTRACTOR SHALL COORDINATE WITH THE GEOTECHNICAL ENGINEER FOR APPROPRIATE SLOPE STABILIZATION ON ALL SLOPES STEEPER THAN 3:1. TOP OF WALL ("TW") AND BOTTOM OF WALL ("BW") GRADES SHOWN ON THESE PLANS REPRESENT FINISHED GROUND ADJACENT TO WALL. STORM DRAINAGE NOTES 0 c.> E A 0 Al U w a . THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS SHOWN, INCLUDING THE HORIZONTAL AND VERTICAL LOCATION OF CURB INLETS AND GRATE INLETS AND ALL UTILITIES CROSSING THE STORM SEWER. THE LOCATIONS OF STORM SEWER STRUCTURES SHOWN ON THESE PLANS ARE APPROXIMATE. THE CONTRACTOR SHALL STAKE ALL CURB INLET STRUCTURES SUCH THAT INLET TOPS ALIGN HORIZONTALLY WITH NEW CURB LOCATIONS. WHERE NEW STORM SEWERS TIE TO EXISTING STRUCTURES, PIPES, ETC., THE CONTRACTOR SHALL FIELD ADJUST NEW STORM SEWERS TO MATCH THE LOCATIONS OF THESE EXISTING FEATURES. ALL ROOF LEADER DRAIN LINES ARE TO BE INSTALLED AT A MINIMUM OF 1% SLOPE. COMPACTION NOTES WHEN MATERIALS, WHICH ARE DEEMED UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR PAVEMENT PURPOSES BY THE TESTING LABORATORY, OCCUR WITHIN THE LIMITS OF BUILDING OR PAVEMENT CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER PRIOR TO REMOVING AND REPLACING THE UNSUITABLE SOIL. ONCE APPROVED, THE CONTRACTOR SHALL EXCAVATE SUCH MATERIAL BELOW THE SUBGRADE SHOWN ON PLANS AND THE AREAS SO EXCAVATED SHALL BE BACKFILLED WITH APPROVED SUITABLE MATERIALS. BORROW AREA NOTES CONTRACTOR IS RESPONSIBLE TO ENSURE BORROW AREA HAS AN APPROVED EROSION CONTROL PERMIT AND APPROPRIATE MEASURES IN PLACE PRIOR TO ANY LAND DISTURBING ACTIVITY. THE LOCATION OF THE BORROW PIT IS AT THE CORNER OF MCHUGH BLVD AND SNEADS FERRY ROAD. TOPSOILS SHALL BE REMOVED FROM BORROW AREA AND STOCKPILED AT THE BORROW SITE AND SPREAD AT THE COMPLETION OF GRADING ACTIVITY. AT THE CONCLUSION OF THE PROJECT, SOILS IN THE BORROW AREA SHALL BE GRADED SMOOTH, COMPACTED, SEEDED, STABILIZED AND INSPECTED. BORROW AREA IS LOCATED AT THE INTERSECTION OF McHUGH BLVD AND SNEADS FERRY ROAD. 2 ABC AGGREGATE BASE COURSE BLDG BUILDING BM BENCH MARK BMP BEST MANAGEMENT PRACTICE CONIC CONCRETE CLF CHAIN LINK FENCE CMP CORRUGATED METAL PIPE CPP CORRUGATED PLASTIC PIPE CO CLEAN OUT COND CONDUIT DIP DUCTILE IRON PIPE E EAST, EXISTING ELEC MH ELECTRIC MANHOLE ELEV ELEVATION ES EXISTING STORM EUT EXISTING UNDERGROUND TELEPHONE EW EXISTING WATER, EACH WAY EX EXISTING FFE FINISH FLOOR ELEVATION FL FLOW LINE FH FIRE HYDRANT HPS HIGH PRESSURE STEAM INV INVERT MG MATCH GRADE MIN MINIMUM MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES mC UIRRUENTER PC PUMPED CONDENSATE PP POWER POLE PVC POLYVINYL CHLORIDE RCP REINFORCED CONCRETE PIPE R RADIUS S SOUTH/SANITARY SEWER SAN SANITARY SAN FM SANITARY FORCE MAIN SD STORM DRAIN SF SILT FENCE SHWT SEASONAL HIGH WATER TABLE STM STEAM STY STORY SAN MH SANITARY SEWER MANHOLE TBM TEMPORARY BENCHMARK TIC TOP OF CURB TEL PED TELEPHONE PEDESTAL TMH TELEPHONE MANHOLE T.O.B. TOP OF BANK T.O.S. TOE OF SLOPE TP TREE PROTECTION TYP TYPICAL WV WATER VALVE WWF WELDED WIRE FABRIC EXISTING LEGEND le� SURVEY CONTROL POINT/TRAVERSE POINT $ SURVEY BENCHMARK OO STORM DRAIN MANHOLE ® STORM DRAIN INLET ® STORM DRAIN INLET v STORM DRAIN FLARED END SECTION OO SANITARY SEWER MANHOLE ® SANITARY SEWER CLEANOUT IS. HYDRANT x WATER VALVE oM WATER METER SIAMESE CONNECTION Da IRRIGATION CONTROL VALVE © GAS MANHOLE El GAS METER swP 0 GASLINE WITNESS POST O TELEPHONE MANHOLE El TELEPHONE PEDESTAL O ELECTRIC MANHOLE IT] ELECTRIC TRANSFORMER ® ELECTRIC BOX UTILITY POLE GUY WIRE LIGHT POLE 4 LANDSCAPE LIGHT • BOLLARD 3 1 4 EXISTING LEGEND (CONTINUED SIGN FF=267.18• FINISHED FLOOR ELEVATION FENCE r UNDERGROUND TELEPHONE LINE FO— UNDERGROUND FIBER OPTIC LINE _c UNDERGROUND GAS LINE E UNDERGROUND ELECTRIC LINE W UNDERGROUND WATER LINE ss— SANITARY SEWER LINE FM SANITARY SEWER FORCE MAIN — - STORM DRAIN LINE —ST— - STEAM LINE OHP OVERHEAD POWER LINE 1 UNKNOWN DESTINATION WETLAND BOUNDARY HANDICAP PARKING WETLANDS GRAVEL ❑ LIGHT POLE BASE TREELINE TREE LEGEND AR RED MAPLE cF DOGWOOD cc PIGNUT HICKORY u CREPE MYRTLE Mc SOUTHERN MAGNOLIA PT LOBLOLLY PINE QA WHITE OAK op WILLOW OAK OR RED OAK THEE UNKNOWN SPECIE EXAMPLE: IOQR = 10" RED OAK NEW LEGEND SEE CG111 FOR EROSION AND SEDIMENT CONTROL LEGEND. /-14.5 SPOT ELEVATIONS 14 CONTOUR .,�..,.,.,. TREELINE CONCRETE CURB AND GUTTER - - W - - WATER LINE ►t GATE VALVE i FIRE HYDRANT 9 POST INDICATOR VALVE SD STORM DRAIN 0 DROP INLET/CATCH BASIN 10 STORM MANHOLE FLARED -END SECTION (F.E.S.) S SANITARY SEWER O SANITARY SEWER MANHOLE • SANITARY CLEANOUT OR DRAIN LIGHT POLE B-1 BORING LOCATION • LIMITS OF WORK o BOLLARD LAYDOWN AREA 5 NEW LEGEND (CONTINUED) DOOR LOCATION O INDICATES REINFORCED SLAB. ALL SLABS WITH UTILITY AND SERVICE POINTS SHALL BE REINFORCED WITH WWF (66 W2.9/W2.9) WHETHER INDICATED OR NOT. REMOVE UTILITY PIPE/LINE -�f-�F- REMOVE CURB AND GUTTER — — 33' AT/FP - - 82' AT/FP EJ EXPANSION JOINT TE THICKENED EDGE INDICATES TIED JOINT LKJ LONGITUDINAL CONSTRUCTION JOINT LCJ_ LONGITUDINAL CONTRACTION JOINT TKJ TRANSVERSE CONSTRUCTION JOINT _ TCJ_ TRANSVERSE CONTRACTION JOINT X REMOVE LIGHT POLE/LIGHT BOLLARD xCLEAR AND GRUB TREE xREMOVE UTILITY STRUCTURE CLEAR AND GRUB EXISTING VEGETATION DEMOLISH CONCRETE/ASPHALT/GRAVEL `w BUILDING HEAVY DUTY ASPHALT PAVEMENT (SEE DETAIL Al/C1501) LIGHT DUTY ASPHALT PAVEMENT (SEE DETAIL Al/C1501) ASPHALT GREENWAY (SEE DETAIL Al/C1501) LIGHT DUTY CONCRETE PAVEMENT (SEE DETAIL Al/C1501) �� HEAVY DUTY CONCRETE PAVEMENT (SEE DETAIL Al/C1501) CONCRETE SIDEWALK REINFORCED TURF JUN 1 8 2010 15 0 U 0 r SEAL SMITHGROUP / CLARK-NEXSEN, A JOINT VENTURE 324 BLACKWELL ST STE 1104 DURHAM, NC 27701-3600 SMITHGROUP a¢hjt tore engineering interiors planning T 202.842.2100 CLARK * NEXSEN T 919.828.1876 A/E INFO 1 j COMMANDER NAVFAC 1 ACTNnv SAnSFACrOR! TO DATE — DESVJC jDRWSBTICHKRLB PM/DM» BRANCH MANAGER CHIEF ENG/ARCH XX>> C3 =� �U� z a Q= o z � �g Q zLLJ 13 i� 0 Ld J Z �Q F-- o O C) Q N O U J H � W m z � a 0 0 cr; w = Ld o z wr L J a W w0 Z w d z i < J W CD III O J � Lu>a Q U Z _ m o � � SCALE: — AS INDICATED EPROJECT NO.: P1857 CONSTR. CONTR. NO. N40085-09-C-3212 NAVFAC DRAWING NO. 12569527 SHEET 7 OF 661 C-002 C A E u 2 N 5 DRAWFORM REVISION: 10 MARCH 2O09 5 1 WQUND�tl RRI 0 \ \ \ \ \ 1 SHEET C-101 /r 1 1/ f i r,` /sriJa,'',.�^ ...''_ ((I ___r .�-.Adn♦.e, ' > ^-\ 1 ' ' � �'/ // ! r' 1 rf ,//sia/"r.. / f �'•�',I"�.--iY r —__-•\ `, `.\\� ��` w...`1 \\ _ T1 o TJ • °� .\ % 1 t ' / 1 // ill, ! / ! ''/J`/ /' \` -----` Im \` • � ,= � / /! � ! / I it ! 1 ! f , w 1t - f _-- , p'i. �y ' � ' •\' • \i, ' 11 ? I'J!/ !/` I I I i 1\ \ : s\\ \` --`" __w-_-..'' _ i t /1 1r6°"- • `w s _ \ // . .■ 'II. 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CONTR. NO. 400' M N40085-09-C-3212 NAVFAC DRAWING NO. 12569528 SHEET a OF 661 C-100 DRAWFORM REvrADN: 10 MARCH 2O09 C C E Ilk T 1 x C 0 0 a mal I_1 WOUNDED WARRI;l 1 SHEET C1101 GREENWAY 1 1_ � � o 4 I oftftbaftfta. .� .� . — a . . L or 9 sm SMITHGROUP / CLARK-NEXSEN, A JOINT VENTURE 324 BLACKWELL ST STE 1104 DURHAM, NC 27701-3600 SMITHGROUP a himcmre engineering invtors panning T 202.842.2100 CLARK • NEXSEN T 919.828,1876 A/E INFO /v . / / /ry.In. p �W_�i�ii \� �� .' // u./ 1 FOR COMMANDER NAWAC l J� i1J/ 1 8 I P133 L S1mFACrORY TO DATE DESVtJC IDRWSE3T CHKRLB WSJ�. Q BRANCH MANAGER Ri CHIEF ENG/ARCH 1 / �/ / ¢d// t ■ e Q <ax» 1 0 =U 0 Z � ® ----'•-,�—Em , ---- d� I g J z � CCL ...• ..6i O / y�` STORM TER / / 1 :� f J i3 I : _ z � �~ �s 1 WET ND . > PARKING INFORMATION a H �at Ae .� h ® C) F— Lu ,r!~ � ` ` EXISTING 616 CAR O Q w EMPLOYEE: Z �� Q 1, 12 MOTORCYCLE c) J o �,�, ya• �� ADDITIONAL 150 CAR Z Q a \ Ir F— �®� r� .x !�� , TOTAL 766 CAR w w d t d ^ 1 -- 12 MOTORCYCLE Z U) ti 1 ople>r �� �\� ��� 1 o _�. VISITOR: z s w .0/ �\\ �� 1 1 1 1 EXISTING 476 CAR a) w 1 ADDITIONAL 123 CAR w L Llop o 1uj co 1 1 1 TOTAL 599 CAR U f2 JUN 1$ 2010 w L J STORMP LATER WEf 1 1 1 Q i U \\i OADW A IG MENTF N W 1 1\--�/ 1 GRAPHIC SCALE Z M \\\ B E EN Y 0 DP J T SEE PROJECT P1331 NAVAL scALE: — AS INDICATED \\\ PE HOSPITAL RENOVATION AND MRI — — — — — — EPROJECT NO.: P1$57 d ADDITION FOR WORK IN THIS AREA - 0 100' 200' 400' CONSTR. CONTR. NO. \ \ 1=100' MOM N40085-09-C-3212 NAVFAC DRAWING NO. \\ Y� 12569543 \\ SHEET 23 OF 661 C1100 1 2 3 4 MGMFORM REVISION: 10 MARCH 2009 r C 1 2 2 3 8 5 I C z J r ,// , / , / / / '• 00 SEE PROJECT P1857 HOSPITAL ADDITION FOR WORK OUTSIDE THIS AREA , \ \ 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 \ eI SPIGOT it j `\\ \11 , it TT 1 1 2 1 3 - ---------- 1 I 1 I I I I� I I I I II I I / i / I , / „ I / I a 11 GRAPHIC SCALE 0 30, 1 "=30' A SEAL SMITHGROUP / CLARK-NEXSEN, A JOINT VENTURE 324 BLACKWELL ST STE 1104 DURHAM, NC 27701-3600 SMITHGROUP architeCNre engineering interiors planning T 202.842.2100 CLARK • NEXSEN T 919.820.1876 A/E INFO FOR COMMANDER NAYFACVVyVyVyV�/ ACTMIY X/\AA/\ SAWACTORY TO DATE — DES VJC I DRWSBT CHKRLB PN/DM» XXXX BRANCH MANAGER xx CHIEF ENG/ARCH xxx <<XX>> XX o = U Z o Lj J Q w ON a YZ U O W 0 > Z �Q 0 ZZ a� Z O O [w cr-w H0 o w Q Z o� Z W Wr6 a �t-ig w�?'a Lu W z LL J O J T M 2Q§ in a Z= T— M EL a � � SCALE: - AS INDICATED EPROJECT N0: P1331 CONSTR. CONTR. NO. 60' 120' N40085-09-C-3212 Ni DRAWING NO. JUN 1 S 2010 12570420 SHEEF 40 OF 832 CG 103 5 DRAWFORM RENSION: 10 MARCH 2O09 E I 11 1 3 r"➢ I C w I � J , JJ , Ff f JJJJ J JJ ` ! , r ! r -------------- ! ! j s /- J r X J J J r -------------------- / f B1 / CG5010.00 rit � 1 / i j + , /j TENNIS NETS J' N ; ; - STORMIyATER VWET ,' If 11 i SD POND B; ll GATE Ag CLASS B RIP RAP 12'0'08" ', R-B Al �' A5 CG503 �� ? BASKETBAtI pYr. aYc I aL.c \ 1 1 —1 GOAL (TYP) CG50 C5 C5 1 �7 ,tCG503 i �� ; d '� F f-to'CLF �x IG504 ° !' I 1 TENNIS IAL i AL .Apy � � i e` !' r+ � i � +(( I � BACKBOARD — ol aYc A, Abe A, C1 AA AL sly WETLANDS ALL Arc (' AMA >r 1 !� ,; , 5 5LF %PVC 23.55 AL i AL '"` 1 21.36��� f� SCO 1a CG50 RIM=22.60 IW-" �� 4 I y'Iy� sYA .,4 �. `\ � I 1" ' \)`\ `\ `\ \ ,vet \\ �� i �f � �t140LF` 0 ®sco 2.0% B3 RIM=22 40 � r '`` '` ! CG50 INV.=20. 7 'r` % CLASS B RIP RAP 18 x11 x18 0-2 CG50 -��f°• «� ��, AL ! r + / , — —/i— AIL — Aks r MATCHLINE SEE SHEET CG102 / I r. Fit \ , I I I I I I I I 7ST FLOOR FFE=23.68' 2ND FLOOR FFE=3R.36' I 5 CONSTRUCTION NOTES CONTRACTOR TO CLEAN SEDIMENT FROM DITCH TO INVERT OF EXISTING PIPES ❑2 CONTRACTOR TO CLEAN SEDIMENT FROM EXISTING PIPES CONTRACTOR TO CONVERT EXISTING STRUCTURE TO JUNCTION BOX CONTRACTOR TO CONVERT EXISTING STRUCTURE TO DROP INLET �5 4" SCH 40 PVC FOUNDATION DRAIN OUTLET GENERAL NOTES: 1. SEE SHEETS PF100-Al AND PF100-A2 FOR CONTINUATION OF ROOF DRAINS. 2. SEE SHEET A5-3-1 FOR CANOPY DRAINS. 3. FINISH GRADE ADJACENT TO BUILDING IN TURF/PLANTER AREAS TO BE 8" BELOW FINISH FLOOR ELEVATION. 4. COORDINATE FOUNDATION DRAINS FOR BUILDING WITH STORM DRAINAGE SYSTEM. JUN 1 8 2010 GRAPHIC SCALE I 1 "=30' 60' 120' a a L JC?1L ""/Illlilln•' Sm SMITHGROUP / CLARK-NEXSEN, A JOINT VENTURE 324 BLACKWELL ST STE 1104 DURHAM, NC 27701-3600 SMITHGROUP amhiteaure engineering interiors plawng T 202.842.2100 CLARK • NEXSEN T 919.828.1876 p/E INFO FOR COMMANDER NAVFAC ACTMTT SATISFACTORY TO DATE — DESVJC, DRWSBT CHKRLE «PM/DM» BRANCH MANAGER CHIEF ENG/ARCH <<XX>> o s ZU23 U Z o~ LL O Z J �Q= o Z 0 Y U z Z v Z � O Z g �Q 0 a $ O Q LLJ U z z J Q Q ZE w H Z_ 0 O CD Z w = a w rL J Z T - wU w a- �Q 4 u— W J OJT N1 LLJ Q < U az�gp G 7 U � SCALE: — AS INDICATE PROJECT NO.: P1857 CONSTR. CONTR. NO. N40085-09—C-3212 NAVFAC DRAWING NO. 12569566 SHEET 46 OF 661 CG 101 C C C 2 � 3 LI 60 DRAWFORM REVISION: 10 MARCH 2O09 2 1 3 u 0 60 ! r TC15.21 /1 D , �/FL14.71 _1 O r C1 CG501 TC14.83 I o FL114.33 N � ; el. MATCHLINE SEE SHEET CG101 15.24� l/ �!1 16.63 (73� r �`<, '���k r `SCO RIM=23.60 CG50 INV.=19.85 16.78'I x w rtT -1 �ti 20.77 1 16.41- I �'`,� 40LFOF 4 , ��h PVC ® 1.0% 23 67 SD>1 SCO rt- , ,' fti 2 +'ti � a B3 I 16• TC15.77 I x" a RIM=22.98 ;' C1 `\ � , � �� ,� _ � , � q �� , CG50 INV.=19. FL15.27 23.41r \6 TC15.50 14' CG50 , 21.65 �23 67. r va s} 40LF OF 4 1 FL15.00 TC15.91 t TIC 15.69' FL15.41 23.09 1 TC15.01 + 3 FL14.51 t FL15.191„ I22.72M l TC15.32 � 1 ;A ; ' i���;�� FL14.82 16.03 18.87 / 1 IM 5.53 1' I i{ It TC16.15 FL15.65 TIC 17.23 FL16.73 -.17.95 �\ ! 1 TC15.99 ,+ , �% / ;17.04 1 �� FL15.49 ' J, '; n `t ; 17.29 \ o TC16.10 \? .,, , c% ' Inn ' t 1 FL15.60 l t : �l - 17.37 I , IFL15.54+ ; +, ;' / �` FL17.39 TC15.65 / TC16.92 \ ` •c `\ FL15.15 FL16.42 `,TC17.28 TC15.51 `w, r` �TC16.76 FL16.78 -- `y% FL15.01 a` /f rs ` FL16.26 ,�, c_- TIC 7.69 It FL17.19 T.C15.02 FL14.57.99 17.99 2 ., XX .TC16.38 T171TC17.81 `1522 0 FL17.31 .F15.88 60 (, S , 15.65 ', f to kk TC15.24 TC16.84 TC19.00 ' + .r, I -F FL15.62 FL16.34 TC18.11 TC14.85 ` 47FL18.50B-9 TC15.83 FL17.61; A2 .TC17.79L14.35 \T` I \`\ `,�\ `y 1 TC15.17 1 a \ i ~TC15.29 CG501--- ----__ 15� _. FL17.29 B-2 ` : TC18,20 r FL14.67 .o v,/ FL14.79 - FL17.70 - "f ,e ``, ,�'; \'`\ ` C2 k \ TC15.67' - TC17.56 - B-5 TC15.59 FL15.17 '`, FL17.06 TC18.25 z CG503 FL15.09 -==� c,0 FL14.91 '`-'FL17.75 \ �• FL16.39 rl c TC17.17 F 4 14.83 B �, (�14.64' o I \ .�, �------ �59 FL15.45� 5A C14.25 L13.75 FL13.90 ' TC14.83� FL16.67 TC17.84 O , FL14.33�� B_4 FL15.69 FL17.34 -f° TIC 14.70 CG501 __________________ ' 30 P ; FL14.20 ; `� TIC 16.48 _ ' TC15.22 TC15.06 `; `. FL15.98 TC17.40 ' FL14.11 ; TC16.50 FL16.90 B-8 , FL14.72 FL14.56 , 15.02 /t, N ` TC15.29 \� FL16.00\ 16.29 TC15.51k FL14.79 _T 15. /FL15.01 ', B76 FL14.89 { \ C1 E-6 TC16.50 °, CG50 `1 'kFL16.00 '\ TC16.01 \\ TC15.70 - ' FL15.51 / FL15.20 TC16.48 TC16.16.00 -; `�s TC16 01 ' FL15.74' FL15.98 f TC 16.29 FL15.51 ; TC16.79 FL15.79 ;' FL16.29 �� , / � TC16.42 / TC17.07 FL15.92r/ 9 r , TIC 17.07 FL16.53�% ' FL16.57 'D, 1 TIC 16.79el f FL16.29 , 1 , cc� FL17.04--,, '°ETC 17.04 FL15.70 FL16.54, rQ Q 34 �6•C1 \TC 16.6 FL16.10, :16.24 15.74 \kk\ kkkk ! / 2 1 3 8. //FL1 8.73, C1 FFE=23.62' I 7 FFE=23.69' I `-- --- _ -- - _ FFE-1 TC22.68� l r --?- FL22.18-- ---- 22.74 TC22.33! - DRAIN (2) _FL21.83 I � ,22.9 - -`I- TC21.69- - 12"ate' - -'� ` FL21.19 -4 t / 43 ?+ I TC21.72 FL21.22 - 1.32 r Ti FL20.66 ; „y DSCAPED ; y y , F 45 IIREA Vii I ` TC20.60 j / BOAT\ANCHOR ).62 I FL20.10 -o ).12 + ----;r � BARE FOR LAND�CAPE HT P. " TC20.31 ; FL19.81 % `v 0.03 9.53 1 \ ,244 y _ _ C1 -- ' TC19.58 E-1 CG50 FL19A8 - 1 md/m LANDSCAPED AREA I/ GRAPHIC SCALE 1 "=30, 1 4 1 5 n 71 A w Sm SMITHGROUP / CLARK-NEXSEN, A JOINT VENTURE 324 BLACKWELL ST STE 1104 DURHAM, NC 27701-3600 SMITHGROUP whirature engineering interiors planning T 202.842.2100 CLARK • NEXSEN T 919.828.1876 p,E INFO APPROVED FOR COMMANDER NAVFAC ACTMTY SATWACTORf TO DATE - DES VjC, I DRWSQTj CHKRLB «PM/DM» BRANCH MAWER CHIEF ENG/ARCH «xX>> 0 5 �aUA U Z C C �- Li D_ z = w Z w� z Z � O Z Q 42 C) C) Q L.L.I CD U z J Q p z w (L z z G7 a 10 z = o w LO � w J � Z00 LJ Q w JUN 1 8 2010 o J Z CL /� 1Qgg��� z z a U /- z a 0 U SCALE: - AS INDICATED EPROJECT NO.: P1857 CONSTR. CONTR. NO. 120' N40085-09-C-3212 NAVFAC DRAWING NO. 12569567 SHEET 47 OF 661 CG 102 DRAWFORM REVISION: 10 MARCH 2O09 , 0 c 0 U U N J E �A 0 0 0 x 1 TC 16.69 FL16.19-`-J TC 16.50 FL16.00 TIC 16.27 FL15.77 TC16.50 FL16.00 2 �- --- ----- \ - - -" a---------- - TIC --- ""-- -- - FL16.67� ""- FL16.84 TIC 17.42 TIC 17.85 FL16.92 FL17.35 TC18.08 FL17.58 TC 18.: --- " FL17.7 __ \\\, TC 18.65� FL18.15 e ` TIC 19.54 FL19.04 o� t I � � I i � L 1® WETLANDS I RAP I I TC 18.08 FL17.58; �7 / i' 39 CONC P ; WITH ,91cN /i /(8'vC {UNKNOWN USE) M? I 'i ------------------ GRAPHIC SCALE 0 1 "=30' JUN 1 8 2010 r w Fr SEAL SMITHGROUP / CLARK-NEXSEN, A JOINT VENTURE 324 BLACKWELL ST STE 1104 DURHAM, NC 27701-3600 SMITHOROUP architecture engineering Interiors planning T 202.842.2100 CLARK •NEXSEN T 919.828.1876 A/E NFO ' FOR COMMANDER NAYFAC ' ACTM11' SATISFACTORY TO DATE — DESVJC, DRWSBT CHKRLB «PM/DM» BRANCH MANAGER CHIEF ENG/ARCH «YY» o A <0 U Z E- L1,A O Z U J J g o W Q 1 Z 0 (9 N Y Q W c G% 7 Z (d W z � Q O Z g �Q Q Z O < Lu Z Z m ir 0 w Q /z v O '^ V Z w = Q w —J Z T Q w LL J O J zQ� Q Q U z= m all� � SCALE: - AS INDICATED EPROJECT NO.: P1857 CONSTR. CONTR. NO. N40085-09-C-3212 NAVFAC DRAWING NO. 12569568 SHEET 48 OF 661 CG 103 C c 1 i 2 5 DRAWFORM REVISION: 10 MACH 2O09 I FAr, 0 0 U n EA U 0 0 Q w 1 I 2 I 3 I 4 I 5 _ - q HYDRAULIC 1 23 0 .65'' BRICK FFE=23.66' FFE= _ LIFT (TYP) \ I WALL (TYP) ,\ 23.02 FFE=23.63' 0 FFE= 23.67' 1 FFE=23.59' ---'' `'�------ ---- ----1 -- CONC -23.06 ; 115 a , , WOOD -------- ---- FFE=23.99' ' SCAPEd, I kO� 23.00 BENCH ,i �2.88 PARKING FOUNTAIN ------- �' ----- �` , --------------- ADJUST L ' ---__TC22.49 ' ' '22.45 -$M-22.73 22.521 40 � BRICK i fl'` ,,� - - F 8 FL21.99 ° - /COLUMN p ! �I , 1 <c------- --------22.00--- - - -_---- _ WOOD GAZEBO i (TYP) pfA wa 22.91 '-________ - ____ 22.29� 12. TC22 ;38 TC22.27 �� ---- - ' 1' 10 I / 12 f " IN FL21.88 a ( `, 104 " a!/ �, . 22.29 , 22.48 - -1 A2 ----- SD. ' Sp FL21.77 N I ,' ------ -- O' A2 -10 11 °23.29 _CG501 ��•�" TC22.18 ^I -----' A D // 1 12 OVERHAN� CG501 --� ,-'23.03-------'1 22.23 ��� ' - _ _ - FL21.68 - ' J 11 �/ ' r 23.77 I < 23.51 fAT �. - QCA C1 •�t4 . � f `\ "_ �` "\ 23.56 23.801 `I \ 9s ;• r CG501 CONc _® 42,c 1ST FLOOR S �£� % , , 1 3 et �, .�" _ -. _ �`' - - -- '�� z 1 _ PVC IU7. 1 ` 2 _ - - _ FLAG; i a T FFE=23.63' B3 SC0� 23 67 q / `�\` / + w i 12 POL ' RIM=23.00 �f Fi l I r r' 2'M TAL �$ / 41 i CG50 INV.=17.80 ���� Ft34 s aA r:' r 96 1 ' FFE=23.61' x °. �.°'`,� �£ 4§ s svvaS �� POL , y FFE_ 5 r' 94 3' •�G// i / =23.67' SC0 '�. , // 1 95 0 / LANDSCAPED / 2ND FLOOR 16LF OF 10" B3 RIM 25 20 ' ; - 15.00 93 12 / / I BOAT ANCHOR , / ® FFE=38.26' CG50 j / ,( I FFE-3s.31 Fr PVC 0 1.0% INV 1$ 18 r - 25.25\ j TIMBER APE 1 I i E .i83"i vv s , jj `\ �pZ P \� '-_ cy FFE .3s 32 1 1 1111111 II j 1 it- o`a� f 11 23.65 G FL23.51 B3 ,�' A2 �3 i23�45 TC24.08 f -� fit1 RIM 3800 fit- __ I /� INV 33 00 CG50 CG501 » •, jj FL23.58 23.46 ; 11'� -1 8 26 � FTLC2234..8333 , e 23 67" ' 23.4� ,. / 23.49 _ 2 ,Vi w x p ,s. �'eY a sk t z�F 1 0 s l�O P.GS t - �., `� % `• -14 HM I I j�_.J ' Ian ° J' a� C1 r l y �. y�Ljjrl _� 5 • { i ' i' I' ' ' ' n ' i(FL3% 64 TC26 08 TC2608 CG501 C1 o° COIN i 11 , r,. `FL25 58 �FL25 58 • -1 G50 TC25.44 L1 ! r, f I I I I I I + r 1 1 ! 0 ` It I IF „ 1 1 , 1 ' �s FL24.94 1 I,lI, 1, I 1 / I 1 I , -- qSp y C Jill I 11 , , / N 1 I . TC38.04 MtA1'' '' `�' i - =12 12C i\ 2 2"RCP /y y , , + 1 1 u t r I I 1 1 1 1, , I _ ® \.�`` q< t 11I ' + 4 I n ; FL37.54 1 I ' I + + , , , I TC26.08 , I - /l- \\ ;e'r Y.. ` ''"'. ,1 r TC25.72 D `ooN ; I / ! _ TC37.45 s' ,FL25.58 , ! ! \\ 3 - -- C1 TC25.90 FL25\22 - M F-9 CG50 FL25.40 \ p, p' i' ,'y -1 TC36.67 + 11 it 11111 it 1 '' 25.17 cpi ! ! i O ' TC25.87�'' 9 / 13 \ 56 57 ', ' I I f I I` 1'+i'I'1 ,/' i, I t, 7/ 1 y FL36.17 + , ;1, i ` a I i \\ \ FL25.37 9 9 13 I ' 36.33 r A!,;i,l,,1 �.. ,I / 1 \ 9- t3 ' ' 1i„' « It;'� TC24.92' \i F SEAL SMITHGROUP / CLARK-NEXSEN, A JOINT VENTURE 324 BLACKWELL ST STE 1104 DURHAM, NC 2770W600 SMITHGROUP architecture engineerng inreeors planning T 202.542.2100 CLARK • NEXSEN T 919.828.1876 A/E NFO APPROVED FOR COMMANDER NAVFAC 36.531 I ' \ \ VJC SBT RLB , FL24.42!' `, / V , : _ SATISFACTORY TO DATE I I I I I i t t t TC25.97 U TC26.20 13 ``� .\ �\\ i 11 ; 1 I , li, t, ;,// ! ,,a` 131 - , DES DRW CHK t-._4 I ! r I % FL25;47 \\ e�� \ FL25.703 0 ------ : ' 2 \ `. � i \i s i J « PM/DM» i / w BRANCH MsP AGEZR 36.23 iTC2398-_ ' CHIEF ENG/ARCHTC36. CONIC BASE ONLY ,i\59 FL23.48 «XX» MO LIGHT POLE ( )15tTC35.50 TC26.37 15RCP FL35.00 +1 L25.87 U 2 4 i \\ \ \ i TC24.21 � ; if C1 � \` ,Ld ' \ U Z J i I 1 f/ v. I! 14 P % zi !! ° ` 1 ' i i i `" �il , ' ! �' , FL24.22 FL23.71, -, CG501 I I g � TC26.34 '-z _ _ t4� % / ' i z z FL25.84 ` s',? - , Y i I GwP Q o , , \ 14 I i w 1 FL26.00 ® LIGHT POLE WITH - 16 1 - 1 CONIC PAD (TYP; 14 Jl ) /' � ---- ' w z I'1, , 11GV X toll „�) �,% , 12�PVC� /S}' / O 1' ' I f %L 1 ,�'^ / 19, �''/ ` I 5 0 1 Z 1- -Q-3 -�3 _\t4 ,Qi %,/ i / c l- .� `--- $/• ---�, Q Q a- `\ O[iD-4 a j- 'I J �O Q TC34.03r❑ CPFL33.50 12RC D Z 1 "RP Ae QQ ��s i ° IrCONC PAD t I I I I' I I 1 1 , ✓ / 1 1 1! I i i • ' 'O \ ' '15 TMZQ) < Z - TRANSFORMER \Z = o SDlg+ �, ,/ f, I , a n 0 4 LLI S� y h SE T �1 31 AV L / F -%` i= 00 C--- i i 7 C1 -,-3D ( CG501 H PITAt,' NQ AT I NA D RI ' I -�� � � ° � I � J� z r � D-5 f , ' DITIg1(! F RIi4 DIT ON WORK / i -- ''- ` w U w a. I I I CG501 _ _ _ _ (' �1 /rl AREA I _ `_®`- / 11 rr_ '�. r_ 1 4 LL J 1J 1 12' RCA 0 - -12"RCP - 99 '`- 1 , 1 ~z Q CL i---___-- I w 1 , a Z i ' III - GRAPHIC SCALE mQ c ASPHALT -� i �jJ.\ A 1 SCALE: AS INDICATED \`, /'' 1 EPROJECT NO.: P1857 `-----2& ASPHALT 'V 1 CONSTR. CONTR. NO. j/ 0 30' 60' 120' N40085-09-C-3212 1 I i i �= �,/- _i 1 �. �r L L ��` 11 1 "-3D' NAVFAC DRAWING NO. MATCHLINE SEE SHEET CG106 12569569 .. SHEET 49 OF 661 JUN 1- 8 2010 CG 104 1 2 3 4 DRAWFORM REVISION: 10 MARCH 2OD8 r A C 0 �J C a Z / 1 , 1 1 / / 1 / \ I 1 � \ l , I f / I / 1 / 1 i I/ t 1 1 � 1 1 1 { l ! 1 1 1 1 1 r , r r , , , / / 1 1 2 I I I I r I 1 I i 1 A5 CG5( I 1 I I i I� - ASPHALT CURBING 1 - -- IC26.31 2 +! ,; FL25.81 ti s CONIC {� �) I --VAULT--� \ A2 -0-' - , / I / 1 a 1 I 1 I 7 1 I , i I ! I I V I I f 1 , , I 1 , I r. Al 1 i I i B1 CG50 /1 If If t / If If r If 1 If If / 1 / �m=i p_ O \ I \ \ ASPHALT Ld W LLJ STCRMWATER i POND . `-18" 18O _RCP j 17 TC26.81 FL26.31 .82 t TC27.26� C28.501 FL26`76 ------TCFC27.88 FFI 8.0 0 . - TC28.47� �TC27.95� TC27.73 FL27.97 FL27.45 FL27.23 TC28.03� TC28.30 TC27.68 FL27.53 FL27.80 FL27.18 TC27.47 7-1 C28°:�5 FL26.97 f27.. _ , - C1FL27.5 26.70'50 TC27.57-C FL27.07 C 1 27.03 26.31 TC 28.11 TC28.48 FL27.98 TC28.18 L2-7 68----, A5 1 27.53,/� CG501 TC27.33NO FL27.21 FL26.83 -' t`, TC27.71/ �, I =� TC27.74 `» FL27 21 �'1 N FL27.24 TC27.26 FL26.76 26.29 \` 1 \ A r1 /1L CG501 tir `TC27.57 FL27.07 C-2 TC27.27 26.28 FL26. 77 TC27. FL27.; 1 TC27.87 FL27.37 TC28.31 FL_27.81 �\ � 27�23 / ' C-1' 27.10 TC27.79 FL27.29 TC28.11 Cl FL27.6 SD A5 60 CG5( 15° A5 V C5 CLASS B 15'x8.5'x CG5( 27.28 TC27.93 FL27.43 mum , TC31.53 30.70 ' - FL31.03 ,d TC31.28 FL30.78 TC31.06 FL30.56 = TC30.95 ' CONC FL30.45 PAD TC31.23, FL30.73 30.10 TC30.91 FL30.41 ---- 30.33 TC3¢.80 FL34.30 ' I ` TC30.97 1 1 TC30.62 FL30.47 '\ TC30.70 a�o FL30.12 'tFL30.20\ ' TC30.49 \ FL29 99 l TC30.66 29.80 n FL30.16� 29.82 '` TC30.58 FL30.1 TC30.47 J \ FL29.97,7 '' 11 I \ C30.841 FL30.341 1 i I 1 i I 1 / / I f 1 \\ 1 1 \ i \ I \ 1 / __ I '\� � --1 \ I 1 1 \\ I I I \ � I 1 / I �\ 1 i 1 1 I I I P / I I I ! 1 i I i � 1 / FL30.48 GRAPHIC SCALE 0 1 "=30' 1 JUN 1 8 2010 1 W SEAL SMITHGROUP / CLARK-NEXSEN, A JOINT VENTURE 324 BLACKINELL ST STE 1104 DURHAM, NC 27701-3600 SMITHGROUP archltxtue engineering intemrs planning T 202,842.2100 CLARK • NEXSEN T 919.828.1876 A/E INFO FOR COMMNM[IER RAVFAC ACTMIY SATISFACTORY 10 DATE - DESVJC IDRWSBTICHKRLI «PM/DM» BRANCH MANAGER CHIEF ENG/ARCH <ea» z = U_ U Z o ~ z W J U zg Q o I Z � Y U Z Sol z lai CQ G Q Q Q Lq O ZU Q z 0 z -� < o ZE W z ran `�' Q 00 z = W Q Ln }Wr > ~ LJ 00 J Z T WV w Q LL LL J J yz(� C U z z i M a SCALE: - AS INDICATE EPROJECT NO.: P1857 CONSTR. CONTR. NO. N40085-09-C-3212 NAVFAC DRAWING NO. 12569570 SHEET 50 OF 661 CG 105 C C E U 5 ORAWFORM REVISION: 10 MARCH 2ODO I C (vim �I I WO HAND AA D RAMS (TYP) `'- '�- MOBILE OFFICE Ync •' WOOD E�'� HDECKFFE=26.88' TRAILER 'FFE=26.88---- OFFICE / _ER MOBILE OFFICE---� TRAILER \\\ VAULT ------------- TC23.39 FL22.89 TC22.74 FL22.24 \ \ 1 4 i \ \ TC22.91 /FL22.41 I 0 MATCHLINE SEE SHEET CG104 I I D-9 i CG50 It 6 COWAN I t '\ colic ` A5 C5 0-4 / 1 FL�o ME CG50 CG504 - '2=RCP TC28.39 FL27.89 ' FL'23.96� i i TC28.09 ' 'TC25.�5 TC26.21 IFL27.59 ' 1-24.85 FL�i71 ' I TC27.60 / ` FL27.10 JC27. Q /, TC23.7§ fL26.73 ' FL23.29, 1 \ / - TC24.23 25.62 12 FL23.73' r, TC27.35 , I / i 1 � CG503 /CON ULT 69 OWN USE) 23.70 1 CON \'\ HEAtWALJ. i i kHEAb(j I RCP R. !� III■■■ ij �- MATCHLINE SEE SHEET CG105 A2 CG5( -a sr i ■ r I W W i GRAPHIC SCALE 0 30' 60' 1 "=30' JUN 18 2010 120' a c 0 0 r, SEAL SMITHGROUP CLARK-NEXSEN, A JOINT VENTURE 324 BLACKWELL ST STE 1104 DURHAM, NC 27701-3600 SMINGROUP archii engineering interiors planning T 202.842.2100 CuRK • NEXSEN T 919.828.1876 FOR COMMANDER NAVTAC�COMMANDER RAVEACC ACTMIY SATISFACTORY TO DATE — DESVJC DRWSBT CHKRLE «PM/DM» BRANCH MANAGER CHIEF ENG/ARCH <<XX>> 0 5 Iv U z V z LAJ J Q N Z 0 z Y Q Ld D Z U z _0 �Q > O �0 Q Q LLJ Z J zp w z z 0O u z w = Q w LO CD J_ Z r W U �Q // �A LLd 1 L L J O J t CL �QZS U iz= o m SCALE: - AS INDICATE EPROJECT NO.: P1857 CONSTR. CONTR. NO. N40085-09-C-3212 NAVFAC DRAWING NO. 12569571 SHEET 51 OF 661 CG 106 C C C 2 I 3 I 4 I 5 DRAWFORIA REVISION: 10 MACH 2O09 2 3 1 4 I C it ra V U 0 E �A 0 U STORMWATER PIPE TABLE Pipe/Structure Pipe Length Upstream Downstream Upstream Description Slope (%) Structure Type Name (ft.) Invert Invert Rim Al-A2 81 15" RCP 1.000/0 11.01 10.20 13.90 Drop Inlet A2-A3 102 24" RCP 1.000/0 10.20 9.18 14.01 Drop Inlet A3-01 13 24" RCP 1.40% 9.18 9.00 13.64 Junction Box 0-1 11.79 Flared End Section A4-A5 21 15" RCP 1.00D/ 15.50 15.30 17.46 Flared End Section A5 15.30 17.26 Flared End Section A6-A7 22 15" RCP 1.000/0 15.50 15.30 17.46 Flared End Section A7 17.26 Flared End Section B1-B2 169 15" RCP 0.50D/ 12.07 11.23 19.15 Catch Basin 62-133 110 15" RCP 1.01% 11.23 10.68 17.51 Catch Basin B3-B4 80 24" RCP 0.500/ 10.68 10.28 13.74 Drop Inlet B4-B5 40 24" RCP 0.31% 10.28 10.08 12.96 Drop Inlet B5-B9 23 30" RCP 0.31% 10.07 9.97 14.63 Catch Basin B6-B8 45 15" RCP 0.71% 12.00 11.68 15.50 Catch Basin B8-B5 69 18" RCP (CLASS IV) 0.50D/ 11.68 11.34 14.54 Catch Basin B9-B10 215 30" RCP 0.30% 9.97 8.87 14.52 Catch Basin B10-B11 45 30" RCP 0.31% 8.87 8.65 14.36 Catch Basin 811-1314 113 36" RCP 0.30% 8.65 8.26 14.88 Catch,Basin B12-B13 80 12" RCP 4.00% 16.38 13.17 21.06 Junction Box B13-Bll 83 15" RCP 1.73% 13.17 11.75 16.28 Junction Box B16-B17 123 24" RCP 1.62% 14.25 12.25 22.37 Drop Inlet 1317-1314 153 24" RCP 2.00% 12.25 9.19 20.53 Junction Box B19-B8 18 12" RCP (CLASS IV) 0.50% 10.52 10.43 13.78 Catch Basin B14-02 32 36" RCP 0.500/ 8.26 8.00 16.80 Junction Box 0-2 11.92 Flared End Section Cl-C2 80 2411 RCP (CLASS IV) 0.51% 22.75 22.34 25.75 Drop Inlet C2-C3 69 24" RCP 0.99% 22.34 21.66 25.69 Drop Inlet C3-03 33 30" RCP 0.36% 22.29 22.17 27.00 Junction Box 0-3 22.33 Flared End Section C5-C6 109 15" RCP 1.00•0 23.57 22.48 25.25 Flared End Section C7-C8 139 15" RCP 0.50•/ 23.00 22.28 24.96 Flared End Section C8-C9 49 15" RCP 0.50DD/ 22.28 21.89 25.10 Junction Box C-9 21.89 25.00 Catch Basin (Modified) C10-C11 22 15" RCP 1.80•D/ 24.71 24.30 26.66 Flared End Section C-11 24.30 26.26 Flared End Section C12-C13 20 15" RCP 1.87% 26.25 25.87 26.25 Flared End Section C-13 25.87 Flared End Section D4-D5 62 15" RCP 1.00D/ 29.02 28.39 33.60 Catch Basin D5-D8 17 15" RCP 2.00% 28.39 28.05 32.22 Catch Basin D8-D9 88 15" RCP 3.40% 28.05 25.00 32.06 Catch Basin D9-04 61 15" RCP 2.90% 25.00 23.25 27.80 Junction Box 0-4 24.46 Flared End Section El-E2 75 24"' RCP 0.51% 12.40 12.02 18.95 Junction Box E2-E3 34 36" RCP 0.5000/ 12.02 11.85 18.40 Junction Box E3-E4 164 36" RCP 0.600/ 11.85 10.87 19.04 Junction Box E4-E5 58 36" RCP 3.20D/ 10.87 9.00 17.50 Junction Box E5-E6 54 48" RCP 4.10% 9.00 6.78 16.40 Junction Box E7-E8 52 18" RCP 0.50DD/ 12.74 12.48 14.99 Junction Box E8-06 63 18" RCP 1.100/ 12.48 11.80 15.72 Junction Box 0-6 14.13 Flared End Section E6-E9 300 48" RCP 0.30% 6.57 5.67 14.97 Junction Box E-9 10.84 Junction Box E-10 16.40 21.86 Drop Inlet 178-118 25 12" RCP 0.50% 19.38 19.24 21.73 Catch Basin Fll-118 59 1211 RCP 0.500/0 19.70 19.40 22.00 Drop Inlet F9-1`10 76 30" RCP 1.000/ 15.75 15.00 23.98 Junction Box, Gasket Joints F13-F10 15 15" RCP 1.00% 15.15 15.00 23.00 Drop Inlet 1`14-1713 30 15" RCP 1.000/ 15.45 15.15 23.00 Catch Basin F-10 23.32 Drop Inlet F-7 17.44 25.77 Drop Inlet F-15 20.79 24.44 Junction Box RA-09 33 18" RCP 0.500/ 9.50 9.33 12.75 Riser 0-9 11.58 Flared End Section RB-010 37 24" RCP 0.50% 8.50 8.32 10.79 Riser 0-10 11.11 Flared End Section RC-C9 49 18" RCP 1.00% 22.50 21.89 24.25 Riser RD-011 40 15" RCP 3.80D/ 22.50 21.00 23.96 _ Riser 0-11 25.30 Flared End Section RE-08 41 15" RCP 3.709/ 16.50 15.00 17.96 Riser 0-8 16.96 Flared End Section 3 1 4 1 5 JUN 1 8 2010 15 0 r SEAL SMITHGROUP / CLARK-NEXSEN, A JOINT VENTURE 324 BLACKWELL ST STE 1104 DURHAM, NC 27701-3600 SMITHGROUP a¢NtKture englneenng interiors planning T 202.842.2100 CLARK • NEXSEN T 919.828.1876 A/E INFO FOR COMMANDER NNWAC ACM sKnSFAMW TO DAIS - DES UJC, I DRWSBT CHKRLB PM/DM» BRANCH MANAGER CHIEF ENG/ARCH XX>> � z 0Z zg �Q N F 30 <7 Y Q w z �o O � zQ � Q w J O Q ~ U J w � Z Q CL _ � ~ w LLI Z U5 0 of z w = o W F„ w LO �E-g w 00 J Z r W iE Q L6 LL J J F Q NN W 1 CL Q � z a U z m U SCALE: - AS INDICATED EPROJECT NO.: P1857 CONSTR. CONTR. NO. N40085-09-C-3212 NAVFAC DRAWING NO. 12569572 SHEET 52 OF 661 CG 107 C C C U DRAWFORM R@A51ON: 10 MARCH 2O09 1 I 2 1 3 1 4 5 r 1 SHEE-T CG111 1 ` •� ! Y - ®f D { 1 + / a 1 � r C 1 � 1 rn 1 0 1 s w rn , 1 E 1 ac 1 o r of r V 0 I 5 0 NOTES ACCORDING TO THE SEDIMENTATION POLLUTION CONTROL ACT OF 1973 (NORTH CAROLINA GENERAL STATUTE 113A 51-66) THIS PROJECT IS SUBJECT TO AN APPROVED SEDIMENTATION AND EROSION CONTROL PLAN. THE CONTRACTOR SHALL ADHERE TO ALL OF THE CONDITIONS SET FORTH IN THE APPROVED PLAN, AS PRESCRIBED BY NCDENR. A COPY OF THE APPROVED SEDIMENTATION AND EROSION CONTROL PLAN SHALL BE DISPLAYED AT THE JOB SITE AT ALL TIMES. THERE SHALL BE NO DISTURBANCE WITHIN FIVE (5) FEET OF THE WETLANDS EXCEPT AT THE LOCATION OF AN EXISTING OUTLET PIPE TO BE REMOVED, WEST OF THE PROPOSED BUILDING. WETLANDS ARE LOCATED AT THE EXISTING PIPE OUTLET & HEADWALL. THE HEADWALL WILL REMAIN IN PLACE PREVENTING ANY DISTURBANCE OF THE WETLANDS. SEQUENCE OF CONSTRUCTION ACTIVITIES L 1. A PRECONSTRUCTION CONFERENCE MUST BE HELD 48 HOURS PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITIES. 2. INSTALL CONSTRUCTION ENTRANCES. 3. DETERMINE AND MARK LIMITS OF DISTURBANCE. 4. INSTALL TREE PROTECTION FENCING, PERIMETER SILT FENCE, AND SILT FENCE OUTLETS. 5. CLEAR AND GRUB SITE. STOCKPILE TOPSOIL IN AN AREA TO PREVENT EROSION INTO EXISTING DITCHES OR WETLANDS. PLACE SILT FENCE AROUND PERIMETER OF STOCKPILE. 6. CONSTRUCT REMAINING EROSION CONTROL MEASURES AS REQUIRED. 7. MASS GRADE SITE. 8. CONSTRUCT SITE UTILITIES AND BUILDING ADDITIONS. 9. INSPECT AND MAINTAIN ALL EROSION CONTROL MEASURES EVERY 7 DAYS AND AFTER EACH SIGNIFICANT RAINFALL (0.5 INCHES OR GREATER) AND DOCUMENT WITH INSPECTION REPORTS. 10. PLACE TEMPORARY SEEDING ON ALL DISTURBED AREAS THAT WILL BE IDLE 14 DAYS OR LONGER. 11. COMPLETE CONSTRUCTION AND FINAL GRADING. 12. PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL GRADE AND IN SEASON. FERTILIZE, WATER AND RESEED AS REQUIRED 10 ESTABLISH AND MAINTAIN A VIGOROUS STAND OF GRASS. 13. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED, (A) REMOVE ALL ACCUMULATED SEDIMENT FROM SEDIMENT TRAPPING MEASURES AND SPREAD EVENLY ACROSS THE SITE. (8) REMOVE TEMPORARY EROSION CONTROL MEASURES, SMOOTH AREA AND APPLY APPROPRIATE GRASS. SEQUENCE OF CONSTRUCTION ACTIVITIES 1. CONTRACTOR TO CHECK ALL EROSION AND SEDIMENT CONTROL PRACTICES FOR INTEGRITY FOLLOWING EVERY RUNOFF PRODUCING RAINFALL EVENT, OR AT A MINIMUM, ONCE A WEEK. ANY REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN THE FUNCTION OF THE DESIGN MEASURES. 2. CONTRACTOR TO REMOVE ALL SEDIMENT FROM THE SEDIMENT FENCE WHEN IT BECOMES A HALF OF A FOOT DEEP AT THE FENCE BASE. SEMMENT FENCE TO BE REPAIRED AS NECESSARY TO MAINTAIN PROPER FUNCTION. 3. THE SEDIMENT FENCING AREA AND COLLECTED SEDIMENTS WILL BE REMOVED AND BROUGHT TO GRADE AFTER THE CONTRIBUTING AREA HAS BEEN PROPERLY STABILIZED. 4. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. 5. CONTRACTOR TO SWEEP AND KEEP CLEAN OF SEDIMENT THE ROADWAY ADJACENT TO THE PROJECT SITE AS NECESSARY. 6. AT NO POINT IN TIME MAY EXPOSED DISTURBANCE EXCEED 20 ACRES. 7. CONTRACTOR TO REMOVE SEDIMENT FROM ALL SEDIMENT TRAPS PRIOR TO CONVERSION INTO STORMWATER BMPS. GRAPHIC SCALE 0 100' 200' 1 "=100' JUN i S 2010 g co o O o N M QFD SEAL SMITHGROUP / CLARK-NEXSEN, A JOINT VENTURE 324 BLACKWELL ST STE 1104 DURHAM, NC 27701-3600 SMITHGROUP architecture_ engineering interiors glanning T 202.842.2100 CLARK • NEXSEN T 919.828.1876 A/E INFO FOR COMMANDER MVFAC XINM S1T6FACTORt TO DATE — DESVJC IDRWSBT CHKRLB «PM/DM» BRANCH MANAGER CHIEF ENG/ARCH «xx» 0 5 U 13 U Z g ~ S LMA O U Z J 2 =o LLI Q 1 LLI V) z 0 z Y Q w Z ii t a 0 z g Z;s � a � Q J Q O Z 0 Q U J z O 0 U z Z Ir O z_ U) w c5 O W = Q WLLJ I6 Lf7 j J O Z W U Q //- W LL W LL IL. J O J r�a� CL w U Z [D o �C-) SCALE: — AS INDICATED EPROJECT NO.: P1857 CONSTR. CONTR. NO. N40085-09-C-3212 NAVFAC DRAWING NO. 12569573 SHEET 53 OF 661 CG110 C E C 1 1 2 3 4 1 5 I DRAWFORM REVISION: 10 MARCH 2O09 1 1 2 3 NOTES 5 C C w r CHANNEL B1-1: ; CH, SHAPE = TRAPEZOIDAL SHY MIN. DEPTH (FT) = 0.50 MIN BOTTOM WIDTH (FT) = 7.0 B01 SIDE SLOPES (X:1) = 3.0 SIDI SLOPE (%) = 1.70 SLC SEDIMENT BASIN 'B': LINING = STRAW WITH NET W/ MIN. SHEAR LINI (PROPOSED WET POND TO BE USED AS BASIN) STRESS OF 0.75psf TRAP SIDE SLOPES (X:1) = 3.0 STORAGE DEPTH (FT) = 2.0 1 - STORAGE REQUIRED (CF) = 25,776 STORAGE PROVIDED (CF) = 49,566 /,= A3 - SURFACE AREA REQUIRED (SF) = 13,657' CG504 SURFACE AREA PROVIDED (SF) = 29,451 BOTTOM OF TRAP ELEVATION = 8.0 ,; ; '"----------- SPILLWAY ELEVATION = 10.5 ' Z SPILLWAY LENGTH (FT) = 35 �'' --- • �—�-'' TOP OF BERM ELEVATION = 12.0 ; ' /' --- -'"--------- t t ' CG504 f ` _ _ --- I .�� Fes-- >- ,- ' ' ' _ -- � ---- � it /' �' t ' i ' �` : • TS t` of ONLY EXCAVATE TO ELEV. 8.0 FOR t CG506 t , SEDIMENT BASIN. CONSTRUCT BERM AND EMERGENCY SPILLWAY PER GRADING PLAN. TENNIS NETS t t , ' .CHANNEL I CG504 it BASKETBALL GOAL (TYP) aLc & ; AL AL srA - )� ,' , , t ! 1 \ t / i 1 - BACD DOUBLE ROW OF SILT FENCE J r CG506 w ADJACENT TO WETLANDS WITH ` � >, WETLAND PROTECTION SIGNS ��\\`\ \ � , t r f! t r t t t t , i � ,♦ , I t 1 r o \`\\ ♦♦,♦ WETLANDS A, A& it ♦ % ♦� ` t C ♦ G505 it kit If I� ( l- 1 \ . - 1 it / - `\ It /; yl r It f 1 AIL I /-�', I` '�.. ( , , �\ CHANNEL B2-1 -------- --- + A& r f r r r r r ! r / r s , f r I I ---- t � 1 P MATCHLINE SEE SHEET CG112 3 1 I I I I iST FLOOR FFE_23.68' 2ND FLOOR F FE=38.36' I ------NJ 0 TP TP— ■.•■ .■•■ SF SF — CE —TD --No- • � ROCK PIPE INLET PROTECTION GRASS LINED CHANNEL SEDIMENT BASIN TEMPORARY SEDIMENT TRAP STONE WEIR TEMPORARY SEEDING OUTLET STABILIZATION STRUCTURE TREE PROTECTION BLOCK AND GRAVEL INLET PROTECTION TEMPORARY SEDIMENT (SILT) FENCE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT TEMPORARY DIVERSION DITCH LIMITS OF WORK GRAPHIC SCALE 1 "=30' 1 JUN 1 8 2010 120' 0 U W z U 0 Z 0 SMITHGROUP / CLARK-NEXSEN, A JOINT VENTURE 324 BLACKWELL ST STE 1104 DURHAM, NC 27701-3600 SMITHOROUP architecture engineertrg iritcnors Planning T 202.842.2100 CLARK • NEXSEN T 919.828.1876 ArE INFO APPROVED FOR COMWNDER NAVFAL ACTMTY SATISFACTORY TO DATE — DESVJC DRWS[3 cHKRLB PM/DM» BRANCH MANAGER CHIEF ENG/ARCH «D» C3 s �Uaag U Z 0 ~ S Z g Q o W I Z 0 Y U *2 —"> 7 1 O E U Z Q a z0 U J 0 Z H w o U w IZ Z � Z 0 0 O N z = w Ld W_ 156 �F, co W W J r ZCL W Q LL W oQ$ a Q Zz U w m 0 SCALE: — AS INDICATED EPROJECT NO,: Pt857 CONSTR. CONTR. NO. N40085-09—C-3212 NAVFAC DRAWING NO. 12569574 SHEET 54 OF 661 CG111 DRAWFORM REVISION: 10 MARCH 2O09 C Im i i I 1 2 MATCHLINE SEE SHEETT CG111 f` CG504 ' r CHANNEL B1-1 I° D 1, \� /1 / /(l ,' CHANNEL B1-2 START 7 � 1 \ � ♦♦♦ r I 1 , I Vi �:= \ ♦ I r I I l \ � `�3 tz M Ld LLI I \ \ N Z A3 ♦ M v CG504 `� `, ♦ 1 v AIL \, ail. ♦ TS Lil g 1r ,_ � i \ , \ ♦ mr "O f d / ♦ \ / ♦\ \ i A3 _\CG5041 o /f r ,% SOIL STOCKPILE AREA ` /° '� a ,� ^h / x A CG5 Tim 1 / ��,� ♦ 0 E C l�04 Q \ 0 a 6i z J \ \ do. MATCHLINE SEE SHEET CG113 3 1 4 LIMITS OF WORK 3 I FFE=23.62' I 23.69, ® I I 1 �f) L` DSCAPEO 1 45 REA WITH BOAT. ANCHOR FOR ,{ APE / I GHT J Pj \ \ I \ 5 CHANNEL B1-1: SHAPE = TRAPEZOIDAL MIN. DEPTH (FT) = 0.75 BOTTOM WIDTH (FT) = 7.5 SIDE SLOPES (X:1) = 3.0 SLOPE (%) = 1.70 LINING = FIBERGLASS NETTING W/ MIN. SHEAR STRESS OF 0.60psf CHANNEL B1-2: SHAPE = TRAPEZOIDAL MIN. DEPTH (FT) = 0.75 BOTTOM WIDTH (FT) = 5.5 SIDE SLOPES (X:1) = 3.0 SLOPE (%) = 1.70 LINING = FIBERGLASS NETTING W/ MIN. SHEAR STRESS OF 0.60psf CHANNEL 131-3: SHAPE = TRAPEZOIDAL MIN. DEPTH (FT) = 0.75 BOTTOM WIDTH (FT) = 3.0 SIDE SLOPES (X:1) = 3.0 SLOPE (%) = 1.70 LINING = FIBERGLASS NETTING W/ MIN. SHEAR STRESS OF 0.60psf 1 0 0 0 N SEAL SMITHGROUP / CLARK-NEXSEN, A JOINT VENTURE 324 BLACKWELL ST STE 1104 DURHAM, NC 27701-3600 SMITHOROUP arthKe Lure engineering in2rims planning T 202.842.2100 CLARK • NEXSEN T 919.828.1876 NE INFO n:9 Xjlf' FOR COMMANDER NAVFAC ACTMIT SATISFACTORY TO DATE DESVJC IDRWSBTICHKRLB «PM/DM» BRANCH MANAGER CHIEF ENG/ARCH <<XX>> a 8 U c,= Z 0Z C z Z Z ON Ld Q M Z 0 Y z Q Ld D 7 �3 t p U z 4 Q Z Zo Q J J z ~ cr_ O w z O 0 C1 N z = w w IKE L~ QH4J 00 z J Z ^T' w Q Lil CL JUN 1 8 2010 w o _j 2 J >� 5 iRAPHIC SCALE Z gg c 3 m SCALE: — AS INDICATED EPROJECT NO.: P1857 CONSTR. CONTR. NO. 0 30' 60' 120' N40085-09—C-3212 1 "=30' NAVFAC DRAWING NO. 12569575 SHEET 55 OF 661 CG112 5 DRAWFORM REVISION: 10 MARCH 2OD9 C E U I C 1 I 2 ■■■■ � � T � � �IY■- �� �t Via.—oir• �■ �C � ��'� � � � � . cX� tic CG50 - A3 t` ` / I wooas ONLY/ SEDf�P --- EMER • `\ I1 _� TS ` _ A3 CG504 A5 Al CG505 -_- _ CG506 `\'Y1 :CAVATE TO ELEV,146 FOR `\ ` T BA'SINAONMUCT'BERM AND kY Sk�Wfi PER GRADNG. PLAN1 \\ �OOBLE-ROW OF SILT FENCE \ ADJACENTATIANDS WITH I --WETIA-gD PROTEVIIONi SIGNS I w = V) \ •~`a , w ` IN C2 \ ``J • CG504 Cl ` 25 I if \ i ` r . ` �;I f' , A5 G50GRAVEL--`_` % C5 `' -- \�\\` • C5 - CG505 ------ ! CHAN ! 1 1 CHANNEL A� i, I I r � , • LL N *, h _ \\\ ' I 1 \\ � 1 \ / 1 \ C2 CHANNEL Al CG504 \ \\ ----------- LIMITS OF WORK -------------------------- 1 LAYDOWN AREA \ I ` \ r \ • 1 t 1 , I ' 1 Y 1 2 A3 � ------ C5 • 3 2 FAI SEDIMENT BASIN 'A': (PROPOSED WET POND TO BE USED AS BASIN) TRAP SIDE SLOPES (X:1) = 3.0 STORAGE DEPTH (FT) = 2.0 STORAGE REQUIRED (CF) = 8,626 STORAGE PROVIDED (CF) = 18,376 SURFACE AREA REQUIRED (SF) = 4,540 SURFACE AREA PROVIDED (SF) = 5,636 BOTTOM OF TRAP ELEVATION = 8.5 SPILLWAY ELEVATION = 10.5 SPILLWAY LENGTH (FT) = 35 TOP OF BERM ELEVATION = 12.0 \ to MATCHLINE SEE SHEET CG112 ,�.•� ..� C2 r ,/I O f' CONC P� �r ; wITH,s1GN ; Lsv \X � / • (/moo v f ' 8"PVC (UNKNOWN USE)] 40 tONC ( \ CONF//PAD/ ' i TYP) \ `` •� W'P4 SIGN}!' xNOi'------------------- [A I 5 CHANNEL Al: SHAPE = 'V BOTTOM MIN. DEPTH (FT) = 0.50 SIDE SLOPES (X:1) = 3.0 SLOPE (%) = 1.30 LINING = SOD CHANNEL A2: SHAPE = TRAPEZOIDAL MIN. DEPTH (FT) = 0.50 BOTTOM WIDTH (FT) = 2.0 SIDE SLOPES (X:1) = 3.0 SLOPE (%) = 2.70 LINING = FIBERGLASS NETTING W/ MIN. SHEAR STRESS OF 0.60psf CHANNEL Al SHAPE = TRAPEZOIDAL MIN. DEPTH (FT) = 0.50 BOTTOM WIDTH (FT) = 3.0 SIDE SLOPES (X:1) = 3.0 SLOPE (%) = 2.20 LINING = FIBERGLASS NETTING W/ MIN. SHEAR STRESS OF 0.60psf GRAPHIC SCALE 1 "=30' JUN i 8 ?010 a a sE SMITHGROUP / CLARK-NEXSEN, A JOINT VENTURE 324 BLACKWELL ST STE 1104 DURHAM, NC 27701-3600 SMIAGROUP architecture engineering inIaiors 2 anninq T 202.842.2100 CI.ARK • NEXSEN T 919.828.1876 A/E INFO ' FOR C0 WNDER NAVFAC I ACiMtt SATISFACTORY TO DATE — DES VjC I DRWSBT CHKRLE «PM/DM» BRANCH MANAGER CHIEF ENG/ARCH «a» 0 s Z C) U Z H 0 Z � J J_ w Q o 1 Y a z W �I> O Cad G 0 Z Q O 0 J F- it C> w z_ o c0 O N W = Lckf ILJ w Lo w J z r w C) w LL 7 J 0 J z w�g�g�� Q 25 U a Z i w m 0 SCALE: — AS INDICATE PROJECT NO.: P1857 CONSTR. CONTR. NO. N40085-09—C-3212 NAVFAC DRAWING NO. 12569576 SHEET 56 OF 661 CG113 DRAWFORM REVISION: 10 MARCH 2O09 ra C } 0 r I U a B V V 0 0 L Q U 1 2 3 4 5 ----� FFE=23.66' of HYDRAULIC \ FJ'J� _ P7171BRICK 0 \FFE=23.65') WALL (TYP) \FFE=23.63' FFE=23.6T FFE=23.59' -'' \\.`______________J H -- CONC `\ I 115 t \ / WOOD -.-r. --------- , FFE=23.99' LANDS Ed\ �I �O�Q BENCH frr PARKING FOUNTAIN • J ' AREA \\ o h I I a0 {r/ BRICK I ~}J v I I - ------ A / \ COLUA�$J t /' -- _-- ---- } -- 9' - • W000 GAZEBO `\ ____ (TYP) I ! ' CG504 -- ---- UI -- -- - i^ ,' Ierr � ----� I f4 �I ,G El 2 \ \ 1\\ Arf \ / — (�,�, % rL BELL! /r I 12 OVERHANG TS v _ / ------------- !fie " N J s STAOD rr I 5 I '' A2 l\ \\.per �\yI �. `. "�\`, / w_\ \�Sj I o CG505 -' ` 11 \ \ 36"RCP I CONC / i ! \ / / / \ .�--- t � p� � •-�i�i�a.��.- _, �" wrr 1 c.t � ., a I \ # i I ! 1ST FLOG ,. J` \\ 1 \ 1 3 t — _ — — - --/ ` • FLAG1 1 - FFE=23.63' � a�r/ \ 1 0� i J 12 — - —42"CMP — \(��y�N(( - t 3 g( 3 - \0- ib�� / ha k �x ;:� i �� � �t"' -� �� ✓ \`/ iL a +/ 1 " ----....— -- ''' I III `'C� 2"MIxT i /y ' — — I �42"CMP — I `\ 41 , t b �m\\ PO i 6 rr \ 1 — —48"CMP FFE=23.61' r / n ` %� -M~~ i — I — — FFE- t 4V *` i Cl i��36RG4 /tJ 94 tt ;v� _ -- 23.67'� = `- 1 / 1 95 t r�� --'' IV1 ---i8-------- ,� / LANDSC'•�A.PED � � AREA RAT ANCHOR 2ND FLOOR �� I t _ /_�, //^ # i f ` k4 - ' r I , • FFE=38.26' FFE=38.31' FFE=s \ TS t // LANDSCA `\\ ()` `` / 93 -- 12 // ❑ �I r 1 TIMBER A rr -NLOVFAC - ! TV j I I , f' p ry • FFE 38 32' a 1c, s�s ` / 'v' rr �\ ' \\,. 2'� `\ / 18"+RCP — 1 *v x • �3 . K�¢�`� a a ^ 'i CQi I P 92 \ 'a ��,L/ --'L2 --- Ir-_--_'_�i�'�"_-"_____- `l — ,� — Z = _ • +j 1 1 i 1' \` '` I �- 1 ( \ I �Uul uUUI� `h�„e- { �( 1 Vincen eII��R� / / j�/ // f 1! l ! 1 11i u� P `,.5 .as .1>"r e•w..+ :.,x "i'Ev ,: \` /` !' ' \R _--`'___ s i — x8 T-`. 1 1 �1 i 1 i� A ` �� a \ # \ / / a � ' � 'Y •• �' � JJ ,�J'i�N\�\�\�� "�,s _i b I I i 1 t I '" T �`a .a * �Z,`�`a:.s �w a• , twtt .f. {: Poi - .f _ ® ,\ `'\ t,."LY " _ f , Sm. ry €�'� SMITHGROUP / I'll I R ma �. �, /,r , � _:t ~� � k � � � / � �, 1 1 1 CLARK-NEXSEN, III 1 I I , C111 pz'TA � ,".� �/ � A JOINT VENTURE 324 BLACKWELL ST STE 1104 f t I' f I I j '� I LI1 r '', �k. .; i ' y i' r/ ��N t • j DURHAM, NC 27701-3600 111 I i i t I I, I t .. 4ce :" 'g / j /rr /-' -----�}- 4-- Z 5 r I � t i n (i , ,erg _ s m r S 9' + 1 51 52 \ 4 R+1II , 1 /I �LI4LJ 1 !:, i J r J i' 2 O\lse rri ��� 1 i r 53 i l 1 I, I I ff>s� �� 11 I �.. _ _ /rr r a R� I , I SMITHGROUP 9 planning . , r .." / r/ „ ! i a¢h202.8 en ine 00 in�nors e� 7 202.842.2100 I C 7LARK8 NEXSEN i q 1\C C I I r 1 1 I i I 1 1 I I -., �I f 1 1 {y " t( t+� \ • `.. ee t + l s!� rI1f iI, I 1 _ ■ . I - {2C _ \ . a {, r i I RM y1 , I i•5� " 1_2" \ • 2® 12"RCP \ �1 j 1 A/E INFO I n y �J,1E"V ' 1 '�! 7 i t' f \\ -I �- 1t /^ \\ \ \ \'\ '�. �^.\ - ! 1 1 1 i � ! ; f i `r ,wP `` `\ iTl 1 I / \ 1 r'✓ .�' r \CA r' l \ `� ! 1 1 e � r'' ��- i \` r `i� \`"-. / , 1 I FOR COIINANDER NAYFAC aj,tl i;r , >!r CG505 ,. p, ' I- ' \ t { 'O, ''/13 \ r r f t � ! ! AC1MI'! TS •13 V A` v \/1 SATSFXM TO DATE �! , t1 .: i i VJC SBT RLB 731'^ % DES DRW CHK \\ I ' II,,.1 i �L( i TS J ✓' ,i N\ `'�� // �i t 1 i 1 «PN/DN» O i 1`' ' 11 1 1 t A/1 I `\. t ' J I I I I /J _ \ ) - 6'__ _ /� l \ \` �`� rl 2�b'NNN` /J !/ /• `, �/ V ,/ BRANCH MAINAGER 60 I j I I I t t A 1 i i J \ �' i i + i 5��'/ a \` /' \ \7 \ i ' i �� ' GJNC BASE ONLY _ / ' I CHIEF ENG/ARCH �i- _ _ O r !O LIGHT POLE _ 59 , I 1 1 t t \ / , CG504 — i a 1 . I , I CE I ! gFl" \ a, r �\t ( > V / r4 / �J' �j «Xc» r' _•� \\ r • ,, \��A /rr i N 151` �'D /r flg¶■ '/ 15"R,CP °i I I , t r �, I 5 4 — / J \\\ / • \ \ \ 15 / , % r I U Z i , f 1 I j �' t f ', I • \ II it / \� \ \\���, \- ` , f --___/ ' , - U Z J \ 14. N I I I Z J LIMITS OF WORK I ! G i % {v- _`` \\ 2�; _ tt ~ JrJ I j �GRIP W Q II r \\ ar � !J % J/ LIGHT POLE WITH \\ / I =� ! \\ ! / CONC PAD TYP ! // J 1 / - ---- / w � + r 1 I 1 II U / I aII / ! ! ! ( ) 14 tJN , -' O Al 001 ( \\ T/O , r''~ J \ 141 I /\\ ' ~ / -- I 34 s2 i it : " 1 1 , I I i \ I �� +•� o I /b / I� ` 5 ,//�,'-- - t • t /� 1 { 1 � -°'- -a' v 's.-'''// µ \\1 a... \ _ 4 / J' 1 �`i'''', i'��•• ` ' \ I 0 E /// / t # 12"RCP �I \/ ❑=--10 Y — 12"RCP / \ _ -. & Z Z ' 1II I t RPM I I, -- f l 111i I II i vbz O / II ,/ J C'1 • J` jY ( �'M ,: , W U 1 I I 1 I I t I N l 1 •,2�5,' J J/ i I I i \ It .' Jt i l 15 CONC PAD WITH I �cn Z 1 II I I t CU+N ! f\ �: \ z 1J4 I TRANSFORMER \ to o C3 O o y l \ Z = � I I s 2 h \ W w I ! / -- 1 II t i i l i l• " M r l r / SE T �11 31 I�AV L / \\ / C i Yy II 1 1 I I i I i t: rl r H PITAt,I NQ ATI N A D RI r4on �$'' Qw 1 S _�_3 / 1 t ! / l .>'"�. I �/ `` I Z J Z L.L �f, II i i i > t rr DITIQIV F I�tA DIT ON W RK - � � - -- \ \ w U w I J J/ • ! f o AREA II - I ❑ i 40 u- J 1 1 ! 1 I Q r / d /• — r -i \\\ 1 II 12'RCP 0 — 12"RCP — — 99 1 z Q K CL /; r! \\ 1t 04 Q w C) GRAPHIC SCALE Z = m Li ASPHALT J i I I i , ., , • ! \ // o I' It i i i i i i / tt ^ /% \\\ i i SCALE: - AS INDICATED EPROJECT NO.: P1857 ASPHALT JJ a CONSTR. CONTR. NO- 0 30' 60' 120' N40085-09-C-3212 1 =301 NAVFAC DRAWING NO. 12569577 SHEET 57 OF 661 n' '�1 b CG 114 1 1 2 1 3 1 4 5 DRAWFORN REVISION: 10 MARCH 2O09 --- - T -- - - - - I 1 I 2 3 L! 5 (b C I Q U n 0 x z MATCHLINE SEE SHEET CG116 STORMWATER POND CHANNEL Cl: SHAPE = TRAPEZOIDAL MIN. DEPTH (FT) = 0.50 BOTTOM WIDTH (FT) = 2.5 SIDE SLOPES (X:1) = 3.0 SLOPE (%) = 0.4 LINING = SOD CHANNEL C2: SHAPE = TRAPEZOIDAL MIN. DEPTH (FT) = 0.50 BOTTOM WIDTH (FT) = 2.5 SIDE SLOPES (X:1) = 3.0 SLOPE (%) = 1.0 LINING = JUTE NETTING W/ MIN. SHEAR STRESS OF 0.45psf CHANNEL Cl SHAPE = TRAPEZOIDAL MIN. DEPTH (FT) = 1.0 BOTTOM WIDTH (FT) = 2.5 SIDE SLOPES (X:1) = 3.0 SLOPE (%) = 1.0 LINING = JUTE NETTING W/ MIN. SHEAR STRESS OF 0.45psf A SEAL SMITHGROUP / CLARK-NEXSEN, A JOINT VENTURE 324 BLACKWELL ST STE 1104 DURHAM, NC 27701-3600 SMITHGROUP architecture engineenng!nrenors, anning T 202.842.2100 CLARK • NEXSEN T 919.828.1876 A/E INFO FOR COMMANDER NWFAC ACTIVITY I GRAPHIC SCALE 1 "=30' JUN 1 S 2010 120' SATISFACTORY TO DATE — DES VJC DRWSBTI CHKRLB «PM/DM» BRANCH MANAGER CHIEF ENG/ARCH «a» O r O Z J IX Q O Lu I Z In a Ld z 13 O so Z LY)U Q Q Z IL O a J 0 Z FrU W o O �Lu V O Z = LuLLJ }WIK > F /Lyo� W Z w U ui ~ Q 4 LL W J O J CL Q Ld U a Z m _z W O SCALE: - AS INDICATED EPROJECT NO.: P1857 CONSTR. CONTR. NO. N40085-09-C-3212 NAVFAC DRAWING NO. 12569578 SHEET 58 OF 661 CG115 C C0 E I 2 1 3 I 4 5 DRAWFORM REVISION: 10 MARCH 2O09 1 1 2 1 3 I 4 1 5 C C a OFFICE _ER I LIMITS 1 1 2 MATCHLINE SEE SHEET CG114 MATCHLINE SEE SHEET CG115 SEDIMENT BASIN 'D': (PROPOSED WET POND TO BE USED AS BASIN) TRAP SIDE SLOPES (X:1) = 3.0 STORAGE DEPTH (FT) = 2.0 STORAGE REQUIRED (CF) = 2,736 STORAGE PROVIDED (CF) = 8,320 SURFACE AREA REQUIRED (SF) = 2,555 SURFACE AREA PROVIDED (SF) = 12,394 BOTTOM OF TRAP ELEVATION = 21.7 SPILLWAY ELEVATION = 23.7 SPILLWAY LENGTH (FT) = 50 TOP OF BERM ELEVATION = 25.0 GRAPHIC SCALE 1 "=30' 1 5 60' JUN 1 8 2010 a °d s it —19 SEAL SMITHGROUP / CLARK-NEXSEN, A JOINT VENTURE 324 BLACKWELL ST STE 1104 DURHAM, NC 27701-3600 SMITHGROUP a¢f mWure engineering interiors planning T 202.942.2100 CLARK • NEXSEN T 919.828.1876 A/E INFO APPROVED FOR COMMANDER NAVFAC ACW SATISFACTORf TO DATE — DES VjC I DRWSBT CHKRLB «PM/DM» BRANCH MA94GER CHIEF ENG/ARCH <<XX>> 13 S c) U Z 0~� U Z J zg Z 0 Q 1 Y Z Q W G 7 to I > O so 2Q z 0 Q U J 0 EE w Ia— o z fn z 0 0 O N z = � w w w Lo W Z W (= L.L LL J O J z EL W Q ZS U Z Z G m U SCALE: - AS INDICATED EPROJECT NO.: P1857 CONSTR. CONTR. NO. N40085-09-C-3212 NAVFAC DRAWING NO. 12569579 SHEET 59 OF 661 CC" 116 DRAWFORM REVISION: 10 MARCH 2O09 C C It C dl— 1 2 3 �i 5 C E oA U 0 0 Q c U n x z v vm IN � M Z 7o v) 0 0 r O -n CO mz =� =-nZym _ En 0 0 -n X----- n D � � V OZ I J--- 0 z 0 mm a)) TOP SLAB m r N j C = N -p =M �z� = z -� m Cc Quo o _0 D 0 I�I m-4a) 0 _ 0 0 m W N z SHEET 1 OF 2 840.04 v vm F 1' Z 70000 DO r O -n C/) ImD =-nZDm =coo0 zH-r -T D D (1) 0 O rion, m O cn m m p z MI D M � N H =z u)r= O � � - �i z D in v m v 4 n D O Z z Z Z a O O y Dom .p N O cn SHEET 1 OF 1 1140.16 N L A I Im _I Y 2" WEEP HOLES PLAN .1 ow. �_ < SECTION X-X SEE NOTE 41, ncoocSSION SECTION G-G F2'-31X4" 1 16" 2" SECTION H-H NOTES: USE CLASS "B" CONCRETE THROUGHOUT. Z PROVIDE ALL CATCH BASINS OVER W-8" IN DEPTH WITH STEPS 12" } ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR 04 BAR DOWELS AT Q 12" CENTERS AS DIRECTED BY THE ENGINEER. 1Z-i =C=7 U USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. LL J (LI-.1 Z IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB 0 0 to = AS SHOWN ON STD. NO. 840.00. W Q Z LLFOR 8'-0" IN HEIGHT OR LESS USE 6" WALLS AND BOTTOM SLAB. OVER H 02 C)� 8'-0" TO 16'-0" IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. ADJUST Q QUANTITIES ACCORDINGLY. N F-ZO LLE CONSTRUCT WITH PIPE CROWNS MATCHING. O O Q INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER. Z cf)CC INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 78M STONE IN A �- 7 POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER. O- 0 CHAMFER ALL EXPOSED CORNERS 1" I W t� DRAWING NOT TO SCALE. *INCREASE THE SIZE OF THE 6" OPENING TO 8" MAX., AS DIRECTED BY THE ENGINEER BY ADDING 2" TO THE WALL HIEGHT ABOVE THE TOP ELEVATION. ADJUST QUANTITIES ACCORDINGLY. Z Fi Q :� m TOP SLAB aj GC � GUTTER LINE LL #4 BAR Z- -I 1" 6 * \ N TOP ELEVATION cc d CLR, p a a PIPE WALL 101� p Q It "CLR. I(THICKNESS VARIES Q = (MIN.) z #4 BAR Z = I W ~ i = a N SECTION Y-Y PART SECTION Y-Y H O T SHOWING DETAILS AT OPENING UJ z MIN. DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN (BASED ON MIN. HEIGHT, H) W W REINFORCING TOP & BOT. SLAB CU. YOS. CONC. TOTAL QUANTITIES DEDUCTION DED. ONE BARS - X BARS - Y SAPS - Z DIMENSIONS IN BOX BOX & SLABS ONE PIPE 6 THROAT OPENING Z 0. LENGTH N0. LENGTH N0. LENGTH F G TOP SLAB aor. sue MML1F(. HT. LBY. REIXF. 19° (YIX N) C.S. R.C. PE 4 3'-V 6 4'-3" 2 4'-3" 4'-6" 3'-3" 0.181 0.271 0.250 27 1.046 0.015 0.032 0.046 0 4 3'-0" 6 4'-3" 2 4'-3" 4'-6" 3'-3" 0.181 0.271 0.250 27 1.108 0.023 0.036 0.046 V 5 W-5" 7 4'-9" 2 4'-9" 5'-0" 3'-e" 0.226 0.340 0.284 35 1.379 0.033 0.049 0.053 5 3'-5" 7 4'-9" 2 4'-9" 5'-0" 3'-B" 0.22E 0.340 0.284 35 1.621 0.059 0.085 0.053 5 4' 3" 9 4'-9" 2 4' 9" 5'-0" -4 -6" 6.278 0.417 0.315 43 1.916 0.092 0.127 0.053 5 4'-9" 10 5'-3" 2 5'-3" 5'-6" 5'-0" 0.340 0.510 0.352 51 2.390 0.132 0.178 0.050 SHEET 1 OF 2 5 E 3" 12 -5 92 5'-9" 6'-0" 5'-6" 0.407 0.611 0.389 64 2.914 0.180 0.243 0.066 5 5'-9" 13 5'-9" 2 5'-9" 6'-0" e'-O" 0.444 0.66E 0.407 68 3.298 0.235 0.317 0.066 840.04 �- 1 /211 1 /2 " �\ 1 r,'8_�� ��11r1 r ;-w- H -G- G =ff:= C4 7 O 7 F c 111 10u ' H r L4W 1'-711 1'-7§'8" PLAN OF GRATING CAST IRON CATCH BASIN 3'-611 F --wu] E N 1/8 D 1 31-33411 1/8" 8 3/ 1/' 4 3' 2 " 21j8" - �z_ 2/811 3'-14411 N N 3'-6" SECTION E-E I PLAN OF FRAME CAST IRON N N SECTION F-F DROP INLET FRAME AND GRATE A2 Z oV) H } Q Q H � o U LL JaHZ 00co LU QaLL= F CUFLLOJ ZOI04cc OL H 1 Q p U) co) W QD LL j= < 0 s! z Z o Q � = Q OD p W p O cr z ILL p Q . co W J N H 1--E Z 0. 3. w 0 Lu 0 W j1 OF 1 0.1E v vm HI -0 7Dco) 00 r 0'T1 � fA mz => =TZDm = O O 0 ZIHOrRI n DD D U 1 1 rac, Z 0 m m m Z m r- p cp N-pM co Z D = Z C .� U 0 D n H m > z n TI = o m ♦/W V/ M Z 0 vm N a H Z 70000 r�„�� mz 3: =0ZDm =cnoo z ,_., -v I- -1 0 0,_, �)DDD �" U) O C Z m z O G) Z N C) _ rsa �mz C D c camIS =� v m Z z ro o SHEET 1 OF 1 840.14 11L2"CLR. `% o w _ v is Ll y a rn m CD J 12" 12n a w 1"CL 11/2" #3 BARS "X" 11�" CLR. EQUALLY SPACED F LAN PRECAST OR CAP IN PLACE TOP SLAB F #4 BARS "Y" HANDLE �1" PIPE SLEEVE #3 BARS "X" I 4n EQUALLY SPACED 1L2" CLR. 11/2" CLR' E UALBLYRSPACED 11t" CLR. v #3 BARS "X" SECTION W-W I Y--I P ILAN WITH GRATE & FRAME REMOVED SECTION X-X WEISP HOLES :OPING(INCIDENTAL) )P ELEVATION 840.16 FRAME - RATE (SEE NOTE) R. Z O $$" RAD. E-Q Q N2�C, LL-J�11Z OD 2 - 3" X 1/4" THICK 0 2Z ROUND OR SQUARE W Q Q LLS CUT WASHER Q 0 2 O f01 F-=~ZLL) 2 - HEX NUT CO F- LL O J 6,r F.- Z O 1U'1 d ~ DETAIL OF HANDLE I o p z COUNTERSINK PART WHERE HANDLE IS LOCATED 1" ~ AND ALLOW HANDLE TO MOVE VERTICALLY.ir Q m O = ML LL `-- 1" PIPET SLEEVE X 3" LONG. Z a W v PART SECTION Hti a THRU COVER SHOWING HANDLE p Q = Do a * i z ~ °C H Z N CO W #4 BAR n• N = v p ,- N L N W 0 w W 6" C� Z A AI■IC• 1 V GENERAL MOTES: USE CLASS "B" CONCRETE THROUGHOUT. PROVIDE ALL DROP INLETS OVER 3'-6" IN DEPTH WITH STEPS 12" ON CENTEF. USE STEPS WHICH COMPLY WITH Si IRAWING 840.66. OPTIONAL CONSTRUCTION - MONOLITHIC POUR 2" KEYWAY OR #4 BAR DOWELS AT 12" CENTERS AS DIRECTED BY THE ENGINEER. USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM ULAB. IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB AS SHOWN ON STD. NO. 840.00. CONSTRUCT WITH PIPE CROWNS MATCHING. INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER. INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 78M STONE IN A POROUS FABRIC BAG 01 WRAP, AT EACH WEEP HOLE CR AS DIRECTED BY THE ENGINEER. CHAMFER ALL EXPOSED CORNERS 1". DRAWING NOT TO SCALE. B s l OI MAX. PIPE THIS SIDE SECTION Y-Y DIMENSIONS AND QUANTITIES FOR DROP INLET(BASED ON MIN. HEIGHT, H) DIMENSIONS OF BOX & PIPE CUBIC YARDS COMIC. IN BOX DEDUCTIONS FOR ONE PIPE PIPE SPAN WIDTH M::N. HEIGHT D A B H BOTTOM SLAB WALL PER FT. HT. wu nuFre FOR MINI" NEIMT, N C.M. R.C. 12" 3'-0" 2'-0" 2'-0" 0.222 0.222 0.592 0.015 0.026 15" 2'-3" 0.648 0.023 0.036 18" 2'-6" 0.703 0.033 0.049 24" 3'-0" 0.814 0.059 0.085 30" 3'-0" 2'-0" 3'-6" 0.222 6.222 C.925 0.092 0.127 #4 BAR i 6"_ DOWEL 0 z oco H} F- Q Q 1Z4�C=7V 00E5=z W¢QLL= QOCCOO F- NF=-LL0J ZOF1ou3= H> 0- M 0C3 o LL W O J rZ1Zw F-1 CL a d. pO�Co 2 Q M o c . Z¢ W = IMMM ccn W _ CC N r y T H Z J O Z � w HEET 1 OF 1 840.14 SUNTs-010 ''�Annunua SEAL SMITHGROUP / CLARK-NEXSEN, A JOINT VENTURE 324 BLACKWELL ST STE 1104 DURHAM, NC 27701J600 SMITHGROUP architecture engineering Mrsors planning T 202.842.2100 CLARK • NEXSEN T 919.828.1876 A/E INFO APPRM ' FOR 71 MIDER NAVFAC ' AclNlrr SATISFACTORY TO DATE - DES VJ C I DRWS BT DHK R LE PM/DM» BRANCH MANAGER CHIEF ENG/ARCH <<XX>> 0U= z V Z 0 g J >J> � z _ Q Z o I Z `1 U w Z 12 1 _p 4z ~ 0 a42 -10 J o 0 Z Q W z V O cn z = w W r L0 F- 4i J W co Z Q Ld LL J O J Q d w w Q gE U Z= m o � U � SCALE: - A$ INDICATE EPROJECT NO.: P1857 CONSTR. CONTR. NO. N40085-09-C-3212 NAVFAC DRAWING NO. 12569580 SHEET 80 OF 661 CG501 C 1z 5 ORAWFORM RENSION: 10 MARCH 2O09 1 I 2 I 3 11 C A v vm N v 1C1' z 7DU00 r � -n cl) Fm1 Z-i m> =�Zym =cno0 or1l O O N �DDD CD N i o C Z 0 Z O ^ Z r = 11 = N _ �VM> rn 0) -Np m D r = 0 r v z -1 Mm Z W cn v 0 N Z O X 0 m SHEET 1 OF 1 840.31 F U_ MANHOLE C � U M 0 m¢ n D l \ �T3� 3 ).54FOR Ci P LAN / OPTIOONALMANHOLE COVER & FRAME #SPACED 6" / C. TO C. /- BRICK MAY BE USED / TO ADJUST FRAME & COVER TO SURFACE ELEVATION MAX. 1' p u OUTLET PIPE . J. a EORF �112 A o 6 SECTION 6„ C-C OR D-D SECTION X-X 6. 144 91 , „ fill -- B \ DOWEL 61 SEE NOTE 3' SECTION Y-Y JUNCTION BOX NO SCALE TOP OF BERM EMERGENCY NO SCALE GENERAL NOTES: CHAMFER ALL EXPOSED CORNERS 1". USE CLASS "B" CONCRETE THROUGHOUT. OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT 12" CENTERS AS DIRECTED BY THE ENGINEER. USE FORMS TO CONSTRUCT THE BOTTOM SLAB. IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX, ADD TO BASE AS SHOWN ON STANDARD NO. 840.00. PROVIDE ALL JUNCTION BOXES OVER 3'-6" IN DEPTH WITH STEPS 12" ON CENTERS IN ACCORDANCE WITH STD. NO. 840.66. ADJUST THE STEEL, CONCRETE AND BRICK MASONRY QUANTITIES TO INCLUDE THE ADDITION OF THE MANHOLE (I.E. DIAGONAL BARS SHORTENED AROUND OPENING IN TOP SLAB, ADDITIONAL VARIABLE HEIGHT BRICK MASONRY, OPENING IN TOP SLAB.) MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP ELEVATION IS 12 FEET. #4 BAR 6 DOWEL DIMENSIONS AND QUANTITIES FOR CONCRETE JUNCTION BOXES DIMENSIONS OF BOX AND PIPE REINFORCEMENT BARS "A" TOP SLAB DIMENSIONS CUBIC YARDS IN BOX TOTAL QUANTITIES BOX AND SLABS DEDUCTIONS FOR ONE PIPE CU.YDS. PIPE SPAN WIDTH HEIGHT D A B H NO. LENGTH E F TOP SLAB BOTTOM SLAB MALL/ FF. OF HT. LBS. REINF CU. YDS. MIN. "H" C.S. R.C. 12" 2'-0" 2'-0" 2'-3" 12 2'-9" 3'-0" 3'-0" 0.167 0.167 0.185 22 0.750 0.015 0.024 15" 2'-3" 2'-3" 2'-6" 12 3'-0" 3'-3" 3'-3" 0.196 0.196 0.204 24 0.902 0.023 0.036 18" 2'-6" 2'-6" 2'-9" 14 3'-3" W-6" 3'-6' 0.227 0.227 0.222 30 1.065 0.033 0.049 24" 3'-0" 3'-0" W-3" 16 3'-9" 4'-0" 4'-0' 0.296 0.296 0.259 40 1.434 0.059 0.085 30" 3'-6" 3'-6" 3'-9" 18 4'-3" 4'-6" 4'-6" 0.375 0.375 0.296 51 1.860 0.092 0.127 36" 4'-0" 4'-0" 4'-3" 20 4'-9" 5'-0" 5'-0" 0.463 0.463 0.333 64 2.341 0.132 0.178 42" 4'-6" 4'-6" - 4'-9" 22 5'-3" 5'-6" 5'-6" 0.560 0.560 0.370 77 2.878 0.180 0.243 4_8 5'-4" 5'-4" 5'-3" 26 6'-3" 6'-4" 6'-4" 0.743 0.743 0.407 111 3.623 0.235 0.317 54" 5'-loll 5'-loll 5'-9" 28 6'-7" W-10" 6'-10" 0.865 0.865 0.444 126 4.283 0.297 0.401 W 6'-6" 6'-6" 6'-3" 30 7'-3" 7'-6" 7'-6" 1.042 1.042 0.481 145 5.090 1 0.367 1 0.495 - 66" 7'-1" 7'-1" 6'-9" 32 7'-10" 8'-1" 8'-11, 1.210 1.210 0.518 169 5.917 1 0.444 10.589 BASIN ELEV. LENGTH A 10.85 35' B 10.00 35' C 24.00 25' D 23.70 30' NCDOT RIP RAP CLASS 'B' STONE LENGTH n On NON -WOVEN GEOTEXTILE FABRIC aCG103 CG105 CG106 SWALE Al NO SCALE LL 1 2 CG101 CG103 CG105 W102 W104 W106 z oV) 1- y' mcr QQ "a(D . LL -I "m CL O O U S FW-UQO= Q F- N NF LLOJ O C"U Q Z j 2 (L H d o� ox LL Q ^ uj Lu < Q D cr 0E-=_ V J 76 z Q (D ' z °C ~ 1- o E.W. o Ul = N _ V N r H Z O V LLJ CLEANOUT BOX IS INDEPENDENT OF PIPE AND THEREFORE IS FREE TO MOVE WITH ANY SETTLEMENT OF THE GRADE / FLOW STORM DRAINAGE CLEANOUT NO SCALE PROFILE VIEW CONCRETE SADDLE NO SCALE v v T^ N a H' Z cn r H�ZI� mZ =-1 _-nZym S CDO O zmrm O N �DDD Tn N 0 z ; OAF Z � H o= co --I"n> y v 3 D mo z v* ci G) m0 840.54 A L - SOLID COVER SHOWN PERFORATED. PERFORATED AVAILABLE IF SPECIFIED. STATE USE OF SYSTEM ON COVER (I.E.: SEWER, STORM DRAIN, ELECTRICAL) TOP OF COVER B � B BOTTOM OF COVER PLAN OF FRAME 2'-11/41' 11-113 4 44 1'-10 ,8" 4' 1" // `\. TYPE #1 7� ALTERNATE i �L }- \ / \ 1. 21 91Z4 " SECTION A -A 1 J / TYPE #2 MANHOLE FRAME AND COVER NO SCALE HEAVY DUTY GRATED COVER -HEAVY DUTY CLEANOUT BOX ,-4000 PSI CONCRETE / \--SHORT LENGTH OF DUCTILE IRON PIPE FURNISHED FOR CLEANOUT BOX DUCTILE IRON PIPING PROVIDE PLUG WHERE C.O. IS OTHER THAN IN -LINE, OR WHERE REQUIRED HEAVY DUTY ! GRATED COVER c" NOTE: TO BE USED WHEN THERI LESS THAN 1' CLEARANCE BETWEEN PIPES. B3 CG101 M102 M104 111 PLAN OF COVER 1'-111r¢" 4/4 1/2" 43/4 rr 1'-1 O�Brr SECTION B-B MINIMUM WEIGHTS - LBS. FRAME - 180 COVER - 120 TOTAL - 300 SPECIFICATION CLASS 30 IRON MEETING ASTM A-48 C4 SPIGOT END ON INLET END SECTIONS HUB END ON OUTLET END A SECTIONS - - - - / --------- PLAN \ BAR OR STEEL FABRIC REINFORCING C I B I I a D SECTION A -A fl FRONT ELEVATION z oco F_} ¢a ILJ�NZ O O O 2 Q QUp�OH O CC O Q Z ,; CL H a Qo O ; O Z Z Q Q z o Q W Q Q LL F_ Lu m J cf) O o z 840.54 END SECTION DIMENSIONS DIA. A B C D E 15" fill 2'-3" 1'-9" 4'-0" 2'-6" 18" 9" 2'-3" 1'-9" 4'-0" 3'-0" 24" 9 1 /20 3'-7" 2'-6" 6'-1 " 4'-0" 30" 1'-0" 4'-6" 1'-7 3/4" 6'-1 3/4" 5'-0" 36" 1'-3" 5'-3" 2'-10 3/4" 1 8'-1 3/4" 1 6'-0" 48" 2'-0" 6'-0" 2'-2" 8'-2" 7'-0" FLARED END SECTION (FES) NO SCALE / A r CG101 CG106 „%J CG103 M105 5 o C o N hLAVFAC 111111111I/7j Vince Ctlella( A U..1/n- �= y;" T331441 ;s_ i C SEAL SMITHGROUP / CLARK-NEXSEN, A JOINT VENTURE 324 BLACKWELL ST STE 1104 DURHAM, NC 27701-3600 SMITHGROUP archdecture engineering interiors planning T 2D2.842.2100 CLARK • NEXSEN T 919.828.1876 A/E INFO APPRWED FOR COMMANDO? MAVFAC SATISFXMW TO DATE DES VJC I DRWSBT CHKRLB PM/DM» BRANCH MANAGER CHIEF ENG/ARCH <aa» o z U U Z H L1J �gz J I- Q 1 oN z 0 `L uj z o1 o �Q 0 1 O (n U Q J z Q Im F Lu z U 0 O o z = w w r� Lj 1 J 1 z o0 ui 0 w � Q w 4 1 0 JCL z Wile m �a z i CmO o � � SCALE: - AS INDICATED EPROJECT NO.: P1857 CONSTR. CONTR. NO. N40085-09-C-3212 NAVFAC DRAWING NO. 12569581 SHEET 61 OF 661 CG502 DRAWFORM REVISION: 10 MARCH 2O09 0 3 I 4 a I °a 12" MIN. SCREW TYPE PLUG #a REBAR ®12" oc s 4 ¢ 6` IN FRONT k REAR FACE o cD -- a OF COLLAR. REBAR TO o 0 HAVE 3" MIN. CONC COVER o N .$ „ FROM EDGE OR FACE OF COLLAR = RISER I 6 PVC ' 2 MIN , ` Wa' NOTES: I "a 1. ALL CONCRETE TO BE 3000 PSI A :.. A a �. NON -FLY ASH 5.0' PEAKED RACK I PERMANENT POOL 2. APPLY 1/2" THICK WRAP OF PEAKED ROOF TRASH- a ASPHALTIC CEMENT AROUND TRASH RgCK a DISCHARGE PIPE 6" BEYOND D 2' MI POND CULVERT `M .w PLANNED SEPPAGE COLLAR ON BOTH A PIPE a SIDES. B B I 3. APPLY ADDrrIONAL ASPHALTIC 5 ZD I CEMENT AT PIPE/SEEPAGE COLLAR A INTERFACE ON UPSTREAM FACES. LLJ " I ORIFICE (SEE �' 4. ASPHALTIC CEMENT TO MEET OR o 5.0' I RISER DETAIL "". EXCEED FEDERAL SPECIFICATION B B SS-153 TYPE 1: ASTM-D-2822-75 w � Q TYPE 1. o W 2 MIN. 5. WHERE TOP OF BERM IS WITHIN HEIGHT o 0 0 0 OF ANTI -SEEPAGE COLLAR, STOP o ". ANTI -SEEPAGE COLLAR AT TOP OF 5.0' A I BERM, I 6" PVC CAP WITH HOLE DRILLED (REMOVED SFOR CLARITY) CONCRETE ANTI -SEEPAGE COLLAR A EL 11.50 - D3 TRASH RACK (TOP OF RISER) DRAIN DOWN ORIFICE NO SCALE EL 11.00 (REMOVED FOR CLARITY) - EL 10.48 (100-YR) ----------- - 1p" C2 (TOP OF RISER) EL 10.35 - _ EL 10.30 (10-YEAR) ----------- - NO SCALE G 10" EL 9.48 (100-YR) -- - - - - - - - - - - l/ EL 9.45 ----------- - - EL 10.12 (2-YEAR) osox s oPE EL 9.26 (10-YEAR) Vince 18 RCP - EL 10.04 (1-YEAR) I ; SOD SDESLOPES SOD SIDESLOPES INV 9.50 •i �l .•• .� - EL 9.50 (ORIFICE) - EL 9.50 (ORIFICE) 24• RCP ! J P OF EMBANKMENT - EL s.os (2-YEAR) 0.60z SLOPE EL 9.01 (1-YEAR) a EMERGENCY SPILLWAY INV 6:50 - EL 8.50 (ORIFICE) - EL 8.50 (ORIFICE) 375"MINx �.. Y c5D a. -.,.. _� ",931441 s ATM• C RISER RIM ------- -- 4.z%MINj. E °< y C c 7' x 7' x 6" '• �•• CONCRETE FOOTING . \,X'77//%/11C1111\R` SECTION B-B SECTION A -A 7' x 7' x 6" SEAL 3 CONCRETE FOOTING 1 1 SECTION B-B SECTION A -A SMITHGROUP / NOTES: CLARK-NEXSEN 1. RISER TO BE PRE -CAST CONCRETE STRUCTURE. OUTLET PIPE (SEE CG108) , CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL A JOINT VENTURE NOTES: 2. ORIFICE: 2" PVC DRAWDOWN PIPE TOP OF SEDIMENT STORAGE 1. RISER TO BE PRE -CAST CONCRETE STRUCTURE. 324 BLACKWELL ST STE 1104 (BOTTOM OF BASIN) CONCRETE CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL. DURHAM, NC 27701-3600 ANTI -SEEP COLLAR 2. ORIFICE: 3" PVC DRAWDOWN PIPE SMITHGROUP i RISER INLET BOX A SEDIMENT CLEANOUT 1 FT. OF SEDIMENT STORAGE 10' VEGETATED SHELF Thz 2°84?z oo"�` planning C1 BOTTOM ELEVATION NO SCALE CG103 Q CI ARKS NEXSEN E WFO c I APPROVED BOTTOMOF RISER PERMANENT SEASONAL HIGH EMERGENCY ;TERARY POOL TOP OF BASIN BASIN ELEV STRUCTURE POOL ELEV. WATER TABLE ELEV. SPILLWAY ELEV. VATION EMBANKMENT RISER INLET BOX B A 5.00 R-A 9.50 4.00 10.85 0.35 13.00 C5 FOR coMMANOER ravPac iB 3.00 R-B 8.50 8.00 10.00 -45 12,00 NO SCALE CG101VACTMC moo R-C 22SO 21.00 24.00 3.20 25.00 D 17.50 R-D 22.50 22.00 23.70 3.20 125.00 a SAT5FACTORf TO DATE m DES VJC I DRWSBT cHKRLB WET DETENTION BASIN SECTION C3 BRANCH M'MANAGER A s 5� _ o' _ NO SCALE CHIEF ENG/ARCH PEAKED ROOF A «xx» TRASH RACK g(,_ 0 0 5 U Z V G; B B PEAKED ROOF ~ L�.I < o B B TRASH RACK U Z J z J 0 0 � :> o ui m Z Z w z O 5 5.0' T-. N -==-t o W Q I N 5.0, z - Q w� z >i 0 0 A �Z� A 0� 0 (/0 TRASH RACK 0 o (REMOVED FOR CLARITY) U Q a EL 24.75 - TRASH RACK 0 J im (TOP OF RISER) (REMOVED FOR CLARITY) 9 W C y EL 25.25 (TOP OF RISER) cc W Q c 10" EL 23.23 (100-YR) Z Q 'c EL 23.20 ---------- - -----_----- - EL 23.07 (10-YEAR) 10" (� O Q L EL 23.20 EL 23.22 (100-YR) _ ___--_____ _ Z = ,, EL 22.94 (2-YEAR) . , . . o EL 23.07 (10-YEAR) W o i 00%SLOPE EL 22.67 (1-YEAR) EL 22.94 (2-YEAR) / ' N ■ INV 22.50 A 1 W Lo c - EL 22.50 (ORIFICE) _ - EL 22.50 (ORIFICE) 3.79%SLOPE EL 22.88 (1-YEAR) ;j F- W co JINV 22.50 EL 22.50 (ORIFICE) \� _ �� - EL 22.50 (ORIFICE) w V W E 3.75, MINA �; r Q L? A r 4 q LL 4.25 MIN O _j I !� 0 CL 7'x7'x6" t y, z Q a CONCRETE FOOTING 2 Q U SECTION B-B SECTION A -A a Z= v LLI Ca SECTION B-B SECTION A -A G m NOTES: scALE: - AS INDICATED 0 1. RISER TO BE PRE -CAST CONCRETE STRUCTURE. EPROJECT NO.: p1857 = CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL. NOTES: CONSTR. CONTR. NO. n 2. ORIFICE: 2" PVC DRAWDOWN PIPE 1. RISER TO BE PRE -CAST CONCRETE STRUCTURE. N40085-09-C-3212 RISER INLET BOX C RISER INLET BOX D CONTRACTOR" SUBMIT SHOP DRAWINGS FOR APPROVAL a 2. ORIFICE: 1.25PVC DRAWDOWN PIPE NAVFAC DRAWING NO. JUN 15 MCI 12569582 NO SCALE �105 Al NO SCALE �106 A3 SHEET 62 OF 661 J LL ///��/ CG503 1 3 4 DRAWFORM REVISION: 10 MARCH 20DO :7 �J C ult 1. SET THE STEEL POSTS. 2. EXCAVATE A 8"X4" TRENCH UPSLOPE ALONG THE LINE OF POSTS. 3. WIRE FILTER FABRIC TO POSTS AND EXTEND IT INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. 18" WETLANDS DO NOT DISTURB b BEYOND THIS POINT NOTE: PLACE EVERY 100' ALONG FENCE WETLANDS PROTECTION SIGN CONSTRUCTION OF A FILTER BARRIER CONSTRUCTION SPECIFICATIONS 1. CONSTRUCT THE SEDIMENT FENCE OF STANDARD OR EXTRA STRENGTH SYNTHETIC FILTER FABRICS. 2. ENSURE THAT THE HEIGHT OF THE FENCE DOES NOT EXCEED 18 INCHES ABOVE THE GROUND SURFACE. 3. IF JOINTS ARE NECESSARY, FASTEN THE FILTER CLOTH ONLY AT A SUPPORT POST WITH OVERLAP TO THE NEXT POST. 4. USE 1.33LB/LINEAR FT STEEL WITH A MINIMUM LENGTH OF 5 FT., AS POSTS. 5. WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A MAXIMUM OF 8 FT APART, OTHERWISE, SPACE POSTS A MAXIMUM OF 6 FT. APART. 6. USE WIRE TO ATTACH FABRIC DIRECTLY TO POSTS. 7. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES. 8. DO NOT INSTALL SEDIMENT FENCE ACROSS SEDIMENT TRAP OUTLETS AND INLET PROTECTION, OVER PAVEMENT, STORM OUTLETS, CONSTRUCTION ENTRANCES, OR IN AREAS THAT MAY BLOCK STORMWATER CHANNELS. SILT FENCE DRIP LINE �- 2" X 2" STAKES NOTE: AT 4' C.C. DRIVE STAKES FIRMLY INTO GROUND AT LEAST 12" TREE PROTECTION NO SCALE CG112 CG114 CG115 CG116 CG111 00115 CG112 CG116 CG113 CG114 C2 NOTE: STRUCTURAL STONE SHALL BE NCDOT (CLASS "B") STONE FOR EROSION CONTROL PURPOSES. SEDIMENT CONTROL STONE SHALL BE NCDOT NO. 5 OR NO. 57 STONE. 2 SEDIMENT CONTROL STONE SILT FENCE 1'-6" MIN. 3' MAX. STRUCTURAL STONE SEDIMENT FENCE OUTLET NO SCALE SILT FENCE M MAINTENANCE INSPECT RIPRAP OUTLET STRUCTURES AFTER HEAVY RAINS TO SEE IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE. NOTES: 1. A FILTER BLANKET OR FILTER FABRIC SHALL BE INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION. RIP RAP DISSIPATOR PAD TOP VIEW MIN FRONT VIEW T FENCE ru r rrAlnr CG111 CG112 CG113 A3 CONSTRUCTION SPECIFICATIONS: 1. ENSURE THAT THE SUBGRADE FOR THE FILTER AND RIPRAP FOLLOWS THE REQUIRED LINES AND GRADES SHOWN IN THE PLAN. COMPACT ANY FILL REQUIRED IN THE SUBGRADE TO THE DENSITY OF THE SURROUNDING UNDISTURBED MATERIAL. LOW AREAS IN THE SUBGRADE ON UNDISTURBED SOIL MAY ALSO BE FILLED BY INCREASING THE RIPRAP THICKNESS. 2. THE RIPRAP AND GRAVEL FILTER MUST CONFORM TO THE SPECIFIED GRADING LIMITS SHOWN ON THE PLANS. 3. FILTER CLOTH, WHEN USED, MUST MEET DESIGN REQUIREMENTS AND BE PROPERLY PROTECTED FROM PUNCHING OR TEARING DURING INSTALLATION. REPAIR ANY DAMAGE BY REMOVING THE RIPRAP AND PLACING ANOTHER PIECE OF FILTER CLOTH OVER THE DAMAGED AREA. ALL CONNECTING JOINTS SHOULD OVERLAP A MINIMUM OF 1 FT. IF THE DAMAGE IS EXTENSIVE, REPLACE THE ENTIRE FILTER CLOTH. 4. RIPRAP MAY BE PLACED BY EQUIPMENT, BUT TAKE CARE TO AVOID DAMAGING THE FILTER. 5. RIPRAP MAY BE FIELD STONE OR ROUGH QUARRY STONE. IT SHOULD BE HARD, ANGULAR, HIGHLY WEATHER -RESISTANT AND WELL GRADED. 6. CONSTRUCT THE APRON ON ZERO GRADE WITH NO OVERFALL AT THE END. MAKE THE TOP OF THE RIPRAP AT THE DOWNSTREAM END LEVEL WITH THE RECEIVING AREA OR SLIGHTLY BELOW IT. 7. ENSURE THAT THE APRON IS PROPERLY ALIGNED WITH THE RECEIVING STREAM AND PREFERABLY STRAIGHT THROUGHOUT ITS LENGTH. IF A CURVE IS NEEDED TO FIT SITE CONDITIONS, PLACE IT IN THE UPPER SECTION OF THE APRON. 8. IMMEDIATELY AFTER CONSTRUCTION, STABILIZE ALL DISTURBED AREAS WITH VEGETATION (PRACTICES 6.10, TEMPORARY SEEDING, AND 6.11, PERMANENT SEEDING). CG101 W103 CG105 CG106 TEMPORARY RATE SPECIES (LB/AC) DATES RYE (GRAIN) 120 DEC. 1 - APR. 15 KOBE LESPEDEZA 50 DEC. 1 - APR. 15 GERMAN MILLET 40 APR. 15 - AUG.. 15 RYE (GRAIN) 120 AUG. 15. - DEC. 30 SOIL AMENDMENTS FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER MULCH APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. MAINTENANCE IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND YEAR ACCORDING TO SOIL TESTS OR TOPDRESS WITH 500 LB/ACRE 10-10-10 FERTILIZER. RESEED, REFERTILIZE, AND MULCH AREA IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. IF SEEDING IN FALL, TOPDRESS WITH 50 LB/ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 LB/ACRE KOBE LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH. TEMPORARY SEEDING SCHEDULE A5 NO SCALE CG111 CG115 CG112 CG116 CG113 CG114 JUN 1 2010 T r a SEAL SMITHGROUP / CLARK-NEXSEN, A JOINT VENTURE 324 BLACKWELL ST STE 1104 DURHAM, INC 27701-3600 SMITHGROUP architecture engineering interiors Manning T 202.842.2100 CLARK • NEXSEN T 919.828.1876 A/E INFO APPROVED FOR COMMANDER NAVFAC ACTIVITY SATISFACTORY TO DATE — DES VjC I DRWSBT CHKRLB «PM/DM» BRANCH MARAGER CHIEF ENO/ARCH <<XX>> o z U a U z f s U z � Lv J 15Q= O z �_ oz U W�a z Ln J 2:0 L a Ej z �Q Q w ~ Q o J z Q z w m z_ �w c� O "' w = `� w IL Lo z o V) z J_ wU Z w w iEQLL w w J O J z z Q U z z m w 0 m SCALE: - AS INDICATED EPROJECT NO.: P1857 CONSTR. CONTR. NO. N40085-09-C-3212 NAVFAC DRAWING NO. 12569583 SHEET 63 OF 661 CG504 C AN 1 1 2 3 4 5 DRAWFORM REVISION: 10 MARCH 2O09 _ :,.: . , . ., .., I C EA0 0 Q U EXISTING GROUND FILTER 70' MIN. 1 A I --5:1 M POSITIVE DRAINAGE TO SEDIMENT TRAPPING DEVICE PLAN VIEW 12' MIN. M EXISTING PAVEMENT MOUNTABLE BERM (OPTIONAL) � EXISTING PAVEMENT o z s SECTION A -A DCIKI17 "�1rrn nnAIrDCTr SECTION B-B STONE CONSTRUCTION E NO SCALE NTRANCE CG112 CG113 CG114 CG115 2 3 I 4 I 5 a. MACHINE COMPACTION OF ALL FILL IS REQUIRED. DIVERSIONS SUFFICIENT TO DIRECT ALL SEDIMENT- LADEN STORMWATER. NOTES: SEDIMENT CONTROL DEVICE MUST BE INSTALLED PRIOR TO POSITIVE GRADE MUST BE PROVIDED TO CLEARING AND GRUBBING OF THE AREA. ASSURE DRAINAGE. IF SLOPE EXCEEDS 2%, SEED AND MULCH DIVERSION. TRY b. DIVERSIONS SHOULD BE LOCATED TO MINIMIZE DAMAGE DURING NOT TO EXCEED 5% (HIGH VELOCITIES CONSTRUCTION OPERATIONS. RESULT). MAXIMUM D.A.= 5 ACRES c. DIVERSIONS SHALL BE SEEDED AND MULCHED IF THEY ARE TO WITHOUT SUPPORTING CALLS. DIVERSIONS AT THE TOP OF SLOPES REMAIN IN PLACE OVER 30 DAYS. MUST EMPTY INTO AN APPROVED SLOPE d. CHECK DEVICE AFTER EACH RAIN, BUT ONCE A WEEK DRAIN. BERM/DITCH IS MOST COMMONLY USED. REGARDLESS. REPAIR AS NECESSARY. 24" MIN SLOPE 2:1 MAX py1 00 z ✓� II NATURAL GROUND OR FILL OR CUT �, \ (/ .. :::: —� =r SLOPES W �" W —. I. ..... FAI CURB INLET I FILTER CONCRETE1 RUNOFF OVERFLOWWITH SEDIMENT SEDIMENTWIRE SCREEN �• e 111 STUD " INLET •• PROTECTION INLET •' DEWATERING CONCRETE BRICK 2:1 SLOPE, �— GRAVEL FILTER TEMPORARY _ SEDIMENT �— POOL a WIRE SCREEN 1' MIN iD 4. PLACE CLEAN GRAVEL, 3/4-TO 1/2-INCH IN 2' MAX * DIAMETER, 2 INCHES BELOW THE TOP OF THE r BLOCK ON A 2:1 SLOPE OR FLATTER AND BRING TO EVEN GRADE (DOT #57 WASHED STONE IS SEDIMENT WTH DROP INLET RECOMMENDED, AND ON THE SLOPE TOWARDS D IEWATEN G THE INLET, USE STONE 3 INCHES IN DIAMETER OR LARGER. INLET PROTECTION FOR AREA DRAINS BLOCK AND GRAVEL INLET PROTECTION n NO SCALE NOTES FOR AREA DRAINS: 1. KEEP THE HEIGHT OF THE BARRIER AT LEAST 12 INCHES AND NO GREATER THAN 24 INCHES. 2. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON ITS SIDE IN THE BOTTOM ROW TO ALLOW POOL DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED AT LEAST 2 INCHES BELOW THE CREST OF THE STORM DRAIN. 3. PLACE HARDWARE CLOTH OR WIRE MESH WITH J-INCH OPENINGS OVER ALL BLOCK OPENINGS TO HOLD GRAVEL IN PLACE. CG111 CG115 CG112 CG116 CG113 CG114 BEEM 1v.1111MIN 7 24" MIN 7 COMPACTED FILL ._...... SOW B ERM/DITC H FLOW t NA/FAC Vince CIIa(` d �= y�nrrofl31441 :�_ SMITHGROUP / CLARK—NEXSEN, A JOINT VENTURE 324 BLACKWELL ST STE 1104 DURHAM, NC 27701-3600 SMITHGROUP a htedure engineenng ioteeors planning T 202,842.2100 CLARK • NEXSEN T 919.828.1876 A/E INM TEMPORARY DIVERSION DITCH AP�D NO SCALE /yt C5 VN111 FOR COMMANDER NAVFAL CG113 ACTS. CG115 \ / SATISFACTDRI TO DATE — \ DES VJC 1 DRWS13 CHK RLB BRANCH MANAGER .CLASS 1 RIP RAP(SEE SECTION THRU BASIN BELOW ' CHIEF ENG/ARCH �OwT \ <<XX>> z INVERT CLASS 1 .141P RAP HEADWALL m U c PIPE i II— S W 3' i � z WASHED STONE./1' THICK % HIGH MIN. w 0 IMEO STORAGE AREA—�� w CQ I (/'1 W G Q z J O U Z /PERSPECTIVE VIEW NOTE: � Q I— / NO SCALE GRAVEL & RIP RAP FILTER BERM BASIN DETAIL JJ 0 IS DESIGNED TO PROTECT EXISTING PIPE INVERTS 6 C I''� THAT DRAIN 10 ACRES OR LESS. G C) Ov J o AREAS TO BE DISTURBED SEDIMENT STORAGE PIPE INVERT 0 Q (CUT, FILL, ETC.) Z FLOOD STORAGE ZONE RIP RAP HEADWALL 1. 2• LLI Lu f1� 3 __ ____GROUNDL 'S• w U�/)� FLOW SOW y 1.5 ------------ W Z V! Z CLASS 1 RIP —RAP FlLTER FABRIC 0 O N DIMENSIONS ARE MINIMUM ACCEPTABLE g57 WASHED STONE UNLESS w NOTED. OTHERWISE MAX. SEDIMENT DEPTH(CLEAN OUT POINT) Z w IK Lo o SECTION THRU BASIN, FILTER AND CULVERT PIPE P: 1 w 00 o NO SCALE w V W W Q � �U— o J z GRAVEL & RIP RAP HORSESHOE 'w �Q8 c> INLET BASIN 0 Z m A5 SCALE: - AS INDICATED NO SCALE /W/�111 EPROJECT NO.: P1857 CG113 CONSTR. CONTR. NO. CG115 N40085-09-C-3212 CG116 NAVFAC DRAWING NO. 12569584 JUN 1 5 2UI0 SHEET 64 OF 661 CG505 91 C ■ V 2 I V I 4 I 5 DRAWFORM REVISION: 10 MARCH 2ODO -- 2 3 4 5 C C� Im NOTES: 1. DRIVE STEEL FENCE POST AT LEAST 18" INTO SOLID GROUND 2. WOOD POSTS ARE NOT ACCEPTABLE. 3. USE STAPLES 1' APART TO ATTACH FABRIC TO "HOG WIRE" BAFFLE 4. SPACED AS PER APPROVED PLAN. HORIZONTAL METAL POST WIRED SECURELY TO VERTICAL POSTS "HOG WIRE ATTACHED TO POSTS WITH LENGTHS OF WIRE BAFFLE INSTALLATION — STEP 1 BAFFLES SEDIMENT STAKE SET 1.0' ABOVE BOTTOM OF BASIN TEMPORA HORSESHOE INLET PROTECTION 6" DRAWDOWN ORIFICE ENSURE SIDESLOPES ARE FULLY STABILIZED TO PREVENT EROSION BOTTOM OF BASIN 5. MATTING: PROVIDE MATTING TO MEET THE FOLLOWING REQUIREMENTS: 100% COCONUT FIBER (COIR) TWINE WOVEN INTO HIGH STRENGTH MATRIX THICKNESS 0.30 IN. MINIMUM TENSILE STRENGTH 1348 X 626 LB/FT MINIMUM ELONGATION 34% X 38% MAXIMUM FLEXIBILITY (MG -CM) 65030 X 29590 FLOW VELOCITY OBSERVED 11 FT/SEC WEIGHT 20 OZ/SY SIZE 6.6 X 164 FT (120 SY) "C" FACTOR 0.002 OPEN AREA (MEASURED) 50% RISER RIM HORSESHOE INLET PROTECTION BAFFLES (TYP.) C1 CG506 SEDIMENT BASIN CV 6" DRAWDOWN ORIFICE BOTTOM OF BAFFLE IN TRENCH AND TRENCH FILLED WITH SOIL AND COMPACTED VA \ oon�n � TOP OF BAFFLE SHOULD BE 6" HIGHER THAN THE BOTTOM OF THE SPILLWAY BAFFLE INSTALLATION — STEP 2 TRASH RACK TOP OF BERM EMERGENCY SPILLWAY OUTLET PIPE (SEE CG108) CONCRETE ANTI -SEEP COLLAR Cu STO COIR FABRIC ...... . #57 WASHED STONE PERSPECTIVE VIEW CLASS I RIP -RAP HORSESHOE INLET PROTECTION NOTE: SEDIMENT BASINS TO BE DESIGNED AND CONSTRUCTED PER NCDENR EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. CG111 OG113 CG115 CG111 CG115 CG113 JUIN t 8 2010 a g SEAL SMITHGROUP / CLARK-NEXSEN, A JOINT VENTURE 324 BLACKWELL ST STE 1104 DURHAM, NC 27701-3600 SMITHGROUP architeRure engineering inteeors planning T 202.842.2100 C.AIRK * NEXSEN T 919.828.1876 A/E INFO FOR COMMMIER NAVFAC SATSFACTOR/ 70 DATE — DESVJC IDRWSBT GHKRLB PM/DM» BRANCH MANAGER CHIEF ENG/ARCH «)D(» 0 29 U Z LULa o r V Z �J z > O WAIN Z 0 _ z Y U W z J_ I3 c M p Q U Z wQ >2 o <m C Z0U o J ziE Q z w CL m z co 0 O z CD w_r ti Lo z o J Z r Of Q W u- J o J = =Q1 WQIQ v a z m LLI gg 0 3 U SALE - AS INDICATED PROJECT NO.: P1857 CONSTR. CONTR. NO. N40085-09-C-3212 NAVFAC DRAWING NO. 12569585 SHEET 65 OF 661 CG506 C C E LAI 1 2 ►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q (HIRING MNSTRWTION_ ALL DIMENSIONS ARE IN FEET, TO OUTSIDE FACE OF BUILDING, TO CENTERLINE, CENTER TO CENTER ON STRIPES, AND/OR TO FACE OF CURB, UNLESS OTHERWISE NOTED. THE UTILITY DRAWINGS DO NOT SHOW EVERY OFFSET, TRANSITION, AND FITTING THAT MAY ' BE REQUIRED. U _g SURVEY NOTES 5 . SITE AND TOPOGRAPHICAL SURVEY COMPLETED ON JUNE 25, 2009 BY: STEWART ENGINEERING, INC 421 FAYETTEVILLE ST., SUITE 400, RALEIGH, NORTH CAROLINA 27601 919-380-8750 (OFFICE) 919-380-8752 (FAX) M ENTRY ROAD AND WOUNDED WARRIOR DESIGN INFORMATION PROVIDED BY NAVFAC 0 HORIZONTAL DATUM IS NAD 83 (NSRS 2007) AND VERTICAL DATUM IS NAVD 88. 0 BASED ON GPS METHODS USING NORTH CAROLINA VIRTUAL REFERENCE STATION SOLUTIONS FOR THE SURVEY CONTROL POINTS SHOWN HEREON AND TIED TO NORTH 0 CAROLINA GEODETIC SURVEY MONUMENTS "TERRENCE" AND "WARE". (COMBINED SCALE FACTOR IS 0.99991656') "TERRENCE" N 364,248.51' E 2,491,497.01' EL 31.72' "WARE" N 355,053.05' E 2,508,144.97' EL 36.58' THE PROJECT IS ALSO TIED TO THE BASE CONTROL SYSTEM USING DATA PROVIDED BY THE CAMP LEJEUNE PUBLIC WORKS OFFICE. ELEVATION AND COORDINATES PROVIDED BY CAMP LEJEUNE ARE AS FOLLOWS: "PW-13" N 356,187.07' E 2,496,293.15' EL 28.92' A ACCORDING TO FEMA FLOOD INSURANCE RATE MAP COMMUNITY -PANEL NUMBER 3720438400J DATED NOVEMBER 3, 2005, THE SUBJECT PROPERTY LIES IN FLOOD ZONE 'Y' (AREA DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE AND FUTURE CONDITIONS 1% ANNUAL CHANCE FLOODPLAIN). THERE ARE NO PROPERTY BOUNDARIES WITHIN THE SURVEYED AREA. CONSTRUCTION NOTES CONTRACTOR TO PROVIDE ADEQUATE PEDESTRIAN AND VEHICULAR SIGNAGE/FENCING TO DIRECT VISITORS AND EMPLOYEES SAFELY AROUND ALL CONSTRUCTION. CONSTRUCTION/SAFETY FENCING REMOVED TO FACILITATE ACCESS BY THE CONTRACTOR FOR CONSTRUCTION MUST BE REPLACED AT THE END OF EACH WORK PERIOD TO DIRECT PEDESTRIAN TRAFFIC AWAY FROM HAZARDOUS AREAS. CONSTRUCTION NOT OCCURING WITHIN ANY CONSTRUCTION FENCING MUST HAVE SIGNAGE AND BARRIERS TO DIRECT PEDESTRIAN TRAFFIC AWAY FROM HAZARDOUS AREAS. ANY EXCAVATION MUST BE BACKFILLED IN AND COMPACTED AT THE CONCLUSION OF EACH WORK PERIOD, AND EQUIPMENT AND SUPPLIES RETURNED TO THE CONSTRUCTION STAGING AREA. THE CONTRACTOR MUST, AT ALL TIMES, KEEP THE PREMISES FREE FROM ACCUMULATIONS OF WASTE MATERIALS OR RUBBISH CAUSED BY CONSTRUCTION, CONTRACTOR, AND SUB CONTRACTORS. ALL DEBRIS SHALL BE REMOVED FROM THE SITE TO MAINTAIN A CLEAN AND SAFE WORK AREA. CONTRACTOR SHALL RESTORE THE LAY DOWN AND STAGING AREA TO ORIGINAL CONDITIONS AND TO THE SATISFACTION OF THE CONTRACTING OFFICER, PRIOR TO DEMOBILIZATION AT THE CONCLUSION OF THE PROJECT. DEMOLITION NOTES ALL DEMOLITION AND SUBSEQUENT CONSTRUCTION TO BE IN ACCORDANCE WITH PLANS AND SPECIFICATIONS APPROVED BY NAVFAC, PERMITS ISSUED, AND APPLICABLE STATE, COUNTY, AND LOCAL CODES. RELOCATION OF EXISTING UTILITIES TO BE COORDINATED WITH THE MCB CAMP LEJEUNE PUBLIC WORKS DEPARTMENT AND/OR THE UTILITY PROVIDER(S). ALL UTILITIES LOCATED IN AREAS OF DEMOLITION OR SUBSEQUENT CONSTRUCTION SHALL BE PROTECTED FROM DAMAGE AND RIM ELEVATIONS ADJUSTED TO FLUSH WITH NEW GRADE. ELECTRICAL AND GAS UTILITY SERVICES TO BE REMOVED SHALL BE REMOVED AND RELOCATED (AS INDICATED) BY THE UTILITY PROVIDER. CONTRACTOR SHALL SCHEDULE AND COORDINATE THIS WORK WITH THE APPROPRIATE SERVICE PROVIDER. ALL SERVICES SHOULD BE INSTALLED PRIOR TO THE INSTALLATION OF PAVEMENT, SIDEWALKS, CURB AND GUTTER, OR OTHER PERMANENT FEATURES. WHERE UTILITIES (TO BE REMOVED) IMPACT THE FOOTPRINT OF THE NEW BUILDING, CONTRACTOR SHALL EXCAVATE AND REMOVE AN ADDITIONAL 2 FEET OF SOILS TO EITHER SIDE OF PIPE, AND 1 FOOT BELOW TO REMOVE UNSUITABLE SOILS. SUITABLE SOILS SHALL BE UTILIZED FOR BACKFILL. COMPACTION OF THESE SOILS PERFORMED IN ACCORDANCE WITH SPECIFICATIONS AND SITE PLAN. DEMOLITION AND SUBSEQUENT CONSTRUCTION OF STORM DRAINAGE FACILITIES, SHALL BE PERFORMED IN SUCH A MANNER THAT THE OLD PIPE AND STRUCTURES ARE REMOVED AND NEW STRUCTURES AND PIPING ARE IMMEDIATELY PUT INTO SERVICE. CONTRACTOR SHALL ENSURE THAT STORM DRAINAGE DOES NOT REMAIN OUT OF SERVICE FOR LONGER THAN 12 HOURS AT A TIME. PROVISIONS SHALL BE MADE TO MAINTAIN STORM WATER DRAINAGE DURING CONSTRUCTION. WHERE ASPHALT/CONCRETE SECTION IS TO BE REMOVED, CONTRACTOR SHALL USE A SAW CUT AT THE LIMITS OF DEMOLITION OR NEAREST COLD JOINT TO CREATE A CLEAN VERTICAL EDGE. CONTRACTOR SHALL SALVAGE CONCRETE WHEELSTOPS, WHICH ARE IN USEABLE CONDITION, FOR RE -INSTALLATION AT THE END OF THE PROJECT. TREE PROTECTION NOTES ALL TREE PROTECTION FENCING SHALL BE INSTALLED PRIOR TO LAND DISTURBANCE OPERATIONS INCLUDING TREE REMOVAL, IN SUCH A MANNER AS TO CLEARLY AND ADEQUATELY SEPARATE ALL TREES TO BE REMOVED FROM REMAINING VEGETATION. AT THE START OF GRADING INVOLVING THE STRIPPING OF TOPSOIL OR LOWERING OF EXISTING GRADE AROUND A TREE, A CLEAN, SHARP, VERTICAL CUT SHALL BE MADE AT THE EDGE OF THE TREE SAVE AREA THE SAME TIME AS OTHER EROSION CONTROL MEASURES ARE INSTALLED. THE TREE PROTECTION FENCING SHALL BE INSTALLED ON THE SIDE OF THE CUT FURTHEST AWAY FROM THE TREE TRUNK. NO STORAGE OF MATERIALS, FILL, OR EQUIPMENT SHALL BE PERMITTED WITHIN ANY PROTECTED AREA(S), AND NO TRESPASSING SHALL BE ALLOWED WITHIN THE BOUNDARY OF THE PROTECTED AREA(S), AND SHALL BE SO NOTED ON THE GRADING AND EROSION CONTROL PLANS AND POSTED ON THE PROTECTION FENCE. A PROTECTION FENCE CONSTRUCTED OF MATERIAL RESISTANT TO DEGRADATION BY SUN, WIND, AND MOISTURE FOR THE DURATION OF THE CONSTRUCTION SHALL BE INSTALLED AT THE SAME TIME AS THE EROSION CONTROL MEASURES, AND SHALL REMAIN IN PLACE UNTIL ALL CONSTRUCTION IN THE VICINITY OF THE TREES HAS BEEN COMPLETED. THE TREE PROTECTION FENCE SHALL BE MAINTAINED ON THE SITE UNTIL ALL SITE WORK IS COMPLETED AND THE FINAL SITE INSPECTION PRIOR TO THE CERTIFICATE OF OCCUPANCY (CO) IS SCHEDULED. FENCING SHALL BE REMOVED PRIOR TO THE CONTRACTING OFFICER'S FINAL SITE INSPECTION. EROSION CONTROL NOTES A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE ON FILE AT THE JOB SITE AT ALL TIMES. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. PROTECT ALL EXISTING DRAINAGE STRUCTURES WITH INLET PROTECTION WITHIN LIMITS OF WORK. WHEN HAND PLANTING, MULCH (HAY OR STRAW) SHOULD BE UNIFORMLY SPREAD OVER SEEDED AREA WITHIN 24 HOURS OF SEEDING. EROSION AND SEDIMENT CONTROL DEVICES MUST BE INSTALLED AND INSPECTED PRIOR TO ANY GRADING ON SITE. SEDIMENT/EROSION DEVICES MUST BE CHECKED AFTER EACH STORM EVENT. EACH DEVICE IS TO BE MAINTAINED OR REPLACED IF SEDIMENT ACCUMULATION HAS REACHED ONE HALF THE CAPACITY OF THE DEVICE. CONSTRUCTION, MAINTENANCE AND REMOVAL OF ALL EROSION CONTROL DEVICES ARE THE RESPONSIBILITY OF THE CONTRACTOR. ALL EROSION CONTROL DEVICES SHALL CONFORM TO THE STANDARDS SET FORTH IN THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES LAND QUALITY SECTION EROSION AND SEDIMENT CONTROL PLANNING LAND DESIGN MANUAL. NO SEDIMENT SHALL BE ALLOWED TO RUN OFF SITE. IF SEDIMENT IS TRACKED ONTO THE ROADWAY, IT MUST BE CLEANED OFF DAILY. ADDITIONAL MEASURES, BEYOND APPROVED PERMITTED DESIGN, TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A LOCAL REPRESENTATIVE OF THE STATE, CITY, OR COUNTY. ANY GRADING BEYOND THE LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE STATE EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. CONSTRUCTION AND MAINTENANCE OF ALL EROSION CONTROL DEVICES SHALL CONFORM TO THE STANDARDS SET FORTH IN THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES LAND QUALITY SECTION EROSION AND SEDIMENT CONTROL PLANNING LAND DESIGN MANUAL. GROUND COVER SHALL BE PROVIDED ON EXPOSED SLOPES WITHIN 14 WORKING DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING AND PERMANENT GROUND COVER FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT IN ANY PHASE. SIDEWALK/PAVING/CURBING NOTES WHERE NEW CURB AND GUTTER TIES TO EXISTING CURB OR CURB AND GUTTER, A TRANSITION OF 10' SHALL BE MADE TO CONFORM TO THE EXISTING HEIGHTS, WIDTHS, AND SHAPES. INSTALL EXPANSION JOINT WITH THICKENED EDGE WHERE CONCRETE PAVEMENT ABUTS BUILDINGS, MANHOLES, INLETS AND OTHER STRUCTURES IN THE PAVEMENT UNLESS NOTED OTHERWISE. ALL FREE CONCRETE PAVEMENT EDGES ABUTTING GRASSED, GRAVEL OR ASPHALT PAVEMENT SHALL BE THICKENED. CONSTRUCTION JOINTS SHALL BE USED AT THE END OF EACH DAY'S PLACING OPERATIONS AND WHEN CONCRETE PLACEMENT IS INTERRUPTED FOR 30 MINUTES OR LONGER. ALL ODD SHAPED SLABS AND SLABS WITH PENETRATIONS (FOR UTILITIES, BASINS, BOLLARDS, ETC.) SHALL BE REINFORCED WITH WWF (6x6 W2.9/W2.9). SLOPE OF PAVEMENT WITHIN HANDICAPPED PARKING SPACES AND ACCESS AISLES SHALL NOT EXCEED 2% IN ANY DIRECTION. ALL HANDICAP RAMPING SHALL CONFORM TO ADA STANDARDS FOR ACCESSIBLE DESIGN. SIGNAGE, STRIPING, AND MARKING NOTES ALL SIGNAGE SHALL CONFORM TO MUTCD AND NCDOT STANDARDS. SIGNAGE SHALL BE AS INDICATED IN PLAN, AND INSTALLED BY CONTRACTOR. ALL LOT STRIPING AND DIRECTIONAL ARROWS SHALL BE WHITE PAINT AND SHALL CONFORM TO STATE DOT STANDARDS AND SPECIFICATIONS. CROSSWALKS SHALL BE MARKED WITH THERMOPLASTIC MATERIALS AND CONSTRUCTED IN ACCORDANCE WITH STATE DOT SPECIFICATIONS. CONTRACTOR TO INSTALL CROSSWALKS IN SUCH A MANNER THAT CROSSWALKS ARE ALIGNED BETWEEN HANDICAP/WALKWAY ACCESS POINTS OR PERPENDICULAR TO THE ROADWAY/DRIVE LANE. SOME PAINTED MARKINGS IN THESE PLANS MAY BE SHOWN FOR INFORMATIONAL PURPOSES ONLY AND WILL NOT BE REQUIRED WHERE PARKING/DRIVE AREAS ARE INSTALLED AS GRAVEL. ALL HANDICAP STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO ADA STANDARDS FOR ACCESSIBLE DESIGN. STANDARD R7-8a RESERVED PARKING AND MAXIMUM PENALTY $250 NCGS 20-37.6 SIGNS MUST BE INSTALLED IN FRONT OF THE HANDICAPPED PARKING SPACES. VAN ACCESSIBLE SIGNS) MUST BE PROVIDED IN FRONT OF VAN ACCESSIBLE SPACES. GENERAL UTILITY NOTES A LICENSED UTILITY CONTRACTOR MUST PERFORM ALL UTILITY WORK INVOLVED IN CONSTRUCTING THIS PROJECT. NCDENR WATER AND SEWER PERMITS ARE REQUIRED. NO WORK SHALL BE DONE PRIOR TO RECEIVING THESE PERMITS. CONTRACTOR SHALL ISOLATE ALL NEW PIPING FROM EXISTING PIPING UNTIL ALL NEW PIPING HAS BEEN TESTED AND ACCEPTED FOR SERVICE. EXISTING UTILITIES SHALL BE PROTECTED DURING ALL CONSTRUCTION. CONTRACTOR SHALL NOTIFY AND RECEIVE APPROVAL FROM THE CONTRACTING OFFICER AT LEAST 10 DAYS PRIOR TO ANY UTILITY DISRUPTION. WATER NOTES ALL UNDERGROUND UTILITIES AND FIRE HYDRANTS MUST BE TESTED AND ACCEPTED PRIOR TO STRUCTURAL CONSTRUCTION OF THE BUILDING(S) WHICH THEY SERVE. ALL BACKFLOW PREVENTION ASSEMBLIES TO BE LOCATED WITHIN THE BUILDING MECHANICAL ROOMS UNLESS LOCATED ON PLANS. WHERE WATERLINE CROSSES UNDERNEATH STORM DRAINAGE PIPE, CONTRACTOR SHALL PROVIDE A MINIMUM 12" VERTICAL CLEARANCE BETWEEN PIPES. SANITARY SEWER NOTES CLEANOUT SYMBOLS SHOWN ON THESE PLANS REPRESENT LOCATION OF SURFACE ACCESS POINT. CONTRACTOR SHALL LOCATE WYE APPROPRIATELY BASED ON PIPE DEPTH. SPACE CLEANOUTS AT 75 FEET MAXIMUM. LOCATE CLEANOUTS AT ALL VERTICAL AND HORIZONTAL CHANGES OF DIRECTION. MINIMUM SLOPE: 4" SEWER SERVICE - 2.00% SLOPE 6" SEWER SERVICE - 1.00% SLOPE 8" SEWER SERVICE - 0.50% SLOPE MANHOLES LOCATED IN PAVEMENT, CONCRETE OR OTHER TRAFFIC AREAS SHALL BE SET AT GRADE. MANHOLES LOCATED IN OTHER AREAS (I.E. GRASS OR WOODED AREAS) SHALL HAVE THEIR RIMS SET AT GRADE (UNLESS OTHERWISE INDICATED BY RIM ELEVATION). WHERE EXISTING SERVICE/MAIN IS REMOVED FROM AN EXISTING UTILITY STRUCTURE, CONTRACTOR TO PERMANENTLY PLUG OPENINGS THROUGH STRUCTURE WALL. PROFILES ARE TAKEN OVER CENTERLINE OF HORIZONTAL ALIGNMENT OF PIPE. JUN 16 2010 w r a SEAL SMITHGROUP / CLARK-NEXSEN, A JOINT VENTURE 324 BLACKWELL ST STE 1104 DURHAM, NC 27701�3600 SMITHGROUP architecture engineering interiors planning T 202.842.2100 CL ARK • NEXSEN T 919.828,1876 A/E INFO IFIR COMAAWDER NAVFAC ' ermnry XXXXX SATISFACTORY TO DATE — DESVJC, DRWSBT CHKRLB PM/DM» XXXX BRANCH MANAGER XX CHIEF ENG/ARCH XXX <<XX>> XX in s < () U Z 22 1— 5 L'-i 0 a U ZOO gCR Z o Q w� W Z z C) O w� a w E z a J J 0 `�` 2 > 2 O -' z z Qo w0 z U 0 oC H L m w Q z � Q O En w 2� w 0 0 W z z J zLi w Q LLAJ z F_ w Z LLJ CCD M LL o J Z W>� r a CCL U m Z r OR z m C-)o M SCALE: — AS INDICATED EPROJECT NO.: P1331 CONSTR. CONTR. NO. N40085-09-C-3212 NAVFAC DRAWING NO. 12570400 SHEET 20 OF 832 C-001 C 14 0 2 3 1 4 5 DRAWFORM REVISION: 10 MARCH 2O09 C C GENERAL GRADING NOTES REFER TO FINAL CONSTRUCTION PLANS FOR CLEARING LIMITS AND TEMPORARY EROSION CONTROL DEVICES TO BE INSTALLED PRIOR TO COMMENCING CONSTRUCTION. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY, RELOCATED WHEN AND AS NECESSARY, AND SHALL BE CHECKED AFTER EVERY RAINFALL. SEEDED AREAS SHALL BE CHECKED REGULARLY AND SHALL BE WATERED, FERTILIZED, RESEEDED, AND MULCHED AS NECESSARY TO OBTAIN A DENSE STAND OF GRASS. PRIOR TO LAND DISTURBANCE, THE CONTRACTOR SHALL STAKE OUT AND MARK THE LIMITS OF PAVEMENT AND OTHER ITEMS ESTABLISHED IN THE PLANS. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY SURVEYING FOR LINE AND GRADE CONTROL POINTS RELATED TO EARTHWORK. CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANIES FOR ANY REQUIRED UTILITY ADJUSTMENTS AND/OR RELOCATIONS. MATERIALS USED TO CONSTRUCT EMBANKMENTS FOR ANY PURPOSE, BACKFILL AROUND DRAINAGE STRUCTURES, OR IN UTILITY TRENCHES FOR ANY OTHER DEPRESSION REQUIRING FILL OR BACKFILL SHALL BE COMPACTED PER THE SPECIFICATIONS. THE CONTRACTOR SHALL, PRIOR TO ANY OPERATIONS INVOLVING FILLING OR BACKFILLING, SUBMIT THE RESULTS OF THE PROCTOR TEST TOGETHER WITH A CERTIFICATION THAT THE SOIL TESTED IS REPRESENTATIVE OF THE MATERIALS TO BE USED ON THE PROJECT. TESTS SHALL BE CONDUCTED BY A CERTIFIED MATERIALS TESTING LABORATORY AND THE CERTIFICATIONS MADE BY A LICENSED PROFESSIONAL ENGINEER REPRESENTING THE LABORATORY. ALL SPOT GRADE ELEVATIONS IN CURB AND GUTTER REPRESENT GUTTER FLOWLINE ELEVATION AT FACE OF CURB UNLESS OTHERWISE NOTED (ADD 6" FOR TOP OF CURB). WHERE FILL IS TO BE PLACED ON EXISTING SLOPES STEEPER THAN 4:1, CONTRACTOR SHALL EXCAVATE BENCHES WITH A MAXIMUM DEPTH OF 3'. THE CONTRACTOR SHALL COORDINATE WITH THE GEOTECHNICAL ENGINEER FOR APPROPRIATE SLOPE STABILIZATION ON ALL SLOPES STEEPER THAN 3:1. TOP OF WALL ("TW") AND BOTTOM OF WALL ("BW") GRADES SHOWN ON THESE PLANS REPRESENT FINISHED GROUND ADJACENT TO WALL. STORM DRAINAGE NOTES THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS SHOWN, INCLUDING THE HORIZONTAL AND VERTICAL LOCATION OF CURB INLETS AND GRATE INLETS AND ALL UTILITIES CROSSING THE STORM SEWER. THE LOCATIONS OF STORM SEWER STRUCTURES SHOWN ON THESE PLANS ARE APPROXIMATE. THE CONTRACTOR SHALL STAKE ALL CURB INLET STRUCTURES SUCH THAT INLET TOPS ALIGN HORIZONTALLY WITH NEW CURB LOCATIONS. WHERE NEW STORM SEWERS TIE TO EXISTING STRUCTURES, PIPES, ETC., THE CONTRACTOR SHALL FIELD ADJUST NEW STORM SEWERS TO MATCH THE LOCATIONS OF THESE EXISTING FEATURES. ALL ROOF LEADER DRAIN LINES ARE TO BE INSTALLED AT A MINIMUM OF 1 % SLOPE. COMPACTION NOTES WHEN MATERIALS, WHICH ARE DEEMED UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR PAVEMENT PURPOSES BY THE TESTING LABORATORY, OCCUR WITHIN THE LIMITS OF BUILDING OR PAVEMENT CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER PRIOR TO REMOVING AND REPLACING THE UNSUITABLE SOIL. ONCE APPROVED, THE CONTRACTOR SHALL EXCAVATE SUCH MATERIAL BELOW THE SUBGRADE SHOWN ON PLANS AND THE AREAS SO EXCAVATED SHALL BE BACKFILLED WITH APPROVED SUITABLE MATERIALS. BORROW AREA NOTES CONTRACTOR IS RESPONSIBLE TO ENSURE BORROW AREA HAS AN APPROVED EROSION CONTROL PERMIT AND APPROPRIATE MEASURES IN PLACE PRIOR TO ANY LAND DISTURBING ACTIVITY. THE LOCATION OF THE BORROW PIT IS AT THE CORNER OF MCHUGH BLVD AND SNEADS FERRY ROAD. TOPSOILS SHALL BE REMOVED FROM BORROW AREA AND STOCKPILED AT THE BORROW SITE AND SPREAD AT THE COMPLETION OF GRADING ACTIVITY. AT THE CONCLUSION OF THE PROJECT, SOILS IN THE BORROW AREA SHALL BE GRADED A SMOOTH, COMPACTED, SEEDED, STABILIZED AND INSPECTED. BORROW AREA IS LOCATED AT THE INTERSECTION OF McHUGH BLVD AND SNEADS FERRY ROAD. 2 1 4 11111111111111111 ABBREVIATIONS EXISTING LEGEND (CONTINUED ABC AGGREGATE BASE COURSE BLDG BUILDING BM BENCH MARK BMP BEST MANAGEMENT PRACTICE CONC CONCRETE CLF CHAIN LINK FENCE CMP CORRUGATED METAL PIPE CPP CORRUGATED PLASTIC PIPE CO CLEAN OUT COND CONDUIT DIP DUCTILE IRON PIPE E EAST, EXISTING ELEC MH ELECTRIC MANHOLE ELEV ELEVATION ES EXISTING STORM EUT EXISTING UNDERGROUND TELEPHONE EW EXISTING WATER, EACH WAY EX EXISTING FFE FINISH FLOOR ELEVATION FL FLOW LINE FH FIRE HYDRANT HPS HIGH PRESSURE STEAM INV INVERT MG MATCH GRADE MIN MINIMUM MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES mC 190011NTER PC PUMPED CONDENSATE PP POWER POLE PVC POLYVINYL CHLORIDE RCP REINFORCED CONCRETE PIPE R RADIUS S SOUTH/SANITARY SEWER SAN SANITARY SAN FM SANITARY FORCE MAIN SD STORM DRAIN SF SILT FENCE SHWT SEASONAL HIGH WATER TABLE STM STEAM STY STORY SAN MH SANITARY SEWER MANHOLE TBM TEMPORARY BENCHMARK TIC TOP OF CURB TEL PED TELEPHONE PEDESTAL TMH TELEPHONE MANHOLE T.O.B. TOP OF BANK T.O.S. TOE OF SLOPE TP TREE PROTECTION TYP TYPICAL WV WATER VALVE WWF WELDED WIRE FABRIC EXISTING LEGEND 2� SURVEY CONTROL POINT/TRAVERSE POINT $ SURVEY BENCHMARK OO STORM DRAIN MANHOLE ® STORM DRAIN INLET ® STORM DRAIN INLET STORM DRAIN FLARED END SECTION Os SANITARY SEWER MANHOLE ® SANITARY SEWER CLEANOUT HYDRANT X1 WATER VALVE oM WATER METER SIAMESE CONNECTION Da IRRIGATION CONTROL VALVE © GAS MANHOLE ECM GAS METER cwP 0 GASLINE WITNESS POST O TELEPHONE MANHOLE TPE° TELEPHONE PEDESTAL OL ELECTRIC MANHOLE FTI ELECTRIC TRANSFORMER ® ELECTRIC BOX UTILITY POLE GUY WIRE LIGHT POLE < LANDSCAPE LIGHT :1 F•1 SIGN FF=zszls' FINISHED FLOOR ELEVATION FENCE T UNDERGROUND TELEPHONE LINE FO UNDERGROUND FIBER OPTIC LINE G UNDERGROUND GAS LINE E UNDERGROUND ELECTRIC LINE VV UNDERGROUND WATER LINE ss SANITARY SEWER LINE FM SANITARY SEWER FORCE MAIN — STORM DRAIN LINE -Si- STEAM LINE OHP— OVERHEAD POWER LINE UNKNOWN DESTINATION WETLAND BOUNDARY HANDICAP PARKING WETLANDS GRAVEL ❑ LIGHT POLE BASE TREELINE AR RED MAPLE cF DOGWOOD cc PIGNUT HICKORY Ll CREPE MYRTLE MG SOUTHERN MAGNOLIA PT LOBLOLLY PINE CIA WHITE OAK OR WILLOW OAK OR RED OAK TREE UNKNOWN SPECIE EXAMPLE: 10QR = 10" RED OAK NEW LEGEND SEE CG111 FOR EROSION AND SEDIMENT CONTROL LEGEND. /-14.5 SPOT ELEVATIONS 14� CONTOUR .,.,... ,... TREELINE CONCRETE CURB AND GUTTER — — W — — WATER LINE ►t GATE VALVE Y FIRE HYDRANT 9 POST INDICATOR VALVE SD STORM DRAIN DROP INLET/CATCH BASIN STORM MANHOLE FLARED -END SECTION (F.E.S.) S SANITARY SEWER O SANITARY SEWER MANHOLE • SANITARY CLEANOUT OR DRAIN LIGHT POLE B-1 BORING LOCATION �� • LIMITS OF WORK o BOLLARD LAYDOWN AREA NEW LEGEND (CON O EJ TE LKJ LCJ TKJ TCJ x W 11114'14009040041 5 TINUED) DOOR LOCATION INDICATES REINFORCED SLAB. ALL SLABS WITH UTILITY AND SERVICE POINTS SHALL BE REINFORCED WITH WWF (6x6 W2.9/W2.9) WHETHER INDICATED OR NOT. REMOVE UTILITY PIPE/LINE REMOVE CURB AND GUTTER 33' AT/FP 82' AT/FP EXPANSION JOINT THICKENED EDGE INDICATES TIED JOINT LONGITUDINAL CONSTRUCTION JOINT LONGITUDINAL CONTRACTION JOINT TRANSVERSE CONSTRUCTION JOINT TRANSVERSE CONTRACTION JOINT REMOVE LIGHT POLE/LIGHT BOLLARD CLEAR AND GRUB TREE REMOVE UTILITY STRUCTURE CLEAR AND GRUB EXISTING VEGETATION DEMOLISH CONCRETE/ASPHALT/GRAVEL BUILDING HEAVY DUTY ASPHALT PAVEMENT (SEE DETAIL Al/C1501) LIGHT DUTY ASPHALT PAVEMENT (SEE DETAIL Al/C1501) ASPHALT GREENWAY (SEE DETAIL Al /C1501) LIGHT DUTY CONCRETE PAVEMENT (SEE DETAIL Al/C1501) HEAVY DUTY CONCRETE PAVEMENT (SEE DETAIL Al/C1501) CONCRETE SIDEWALK REINFORCED TURF Jura 1 8 2010 C C SEAL SMITHGROUP / CLARK-NEXSEN, A JOINT VENTURE 324 BLACKWELL ST STE 1104 DURHAM, NC 27701-3600 SMITHGROUP architecture engineering intriors planning T 202,842.2100 CLARK • NEXSEN T 919,828.1876 A/E INFO FOR COMMANDER NAVFAC ACTIVITY XXXXX SATISFACTORY TO DATE — DES VJC DRWSBT GHKRLB «PM/DM» xxxx BRANCH MANAGER xx CHIEF ENG/ARCH xxx xx» xx o s <05 c� Z H s w 0 U Z YJ 0!5o J Z Q 0 Z z 0 Z QO z¢ w InF F_ LLJ W 4Q a ZZ a W O z O cl z QO a� H 0 w Q m z U) N w w 2 ~o wk: J Z Q LLJ a Z _j= Z w Q W z � Q LL D Z (LLJ D A zQ� � M m Q U 1 - aaZi m Q_ U a SCALE: — AS INDICATED EPROJECT NO.: P1331 CONSTR. CONTR. NO. N40085-09—C-3212 NAVFAC DRAWING NO. 12570401 SHEET 21 of 832 C-002 2 I 3 1 4 5 DRAWFORIA REVISION: 10 MARCH 2O09 C D O\ 1 2 3 4 5 0/ --------- ;'` — 1 g rr /' /' ,' i i t I L'\---j ' \\ `\ `♦ `\ `\\ ♦\;�\\ "�` ,P>_\ ' \ / / TI ��• /�1, / mot__ T �` � 1 // r / 1 \r ♦O'ih� ♦ ` ♦ \� ♦\„\-_l i `\ �'jl, / i •1�Y/ /x6 q' i '/�" �\ `yam l .� . ' r / / r / / t 1 1 � 1 \ \\�\♦ 4 .�� WOUNDED WARRIOR -'r r' t nor 0 Ibis ,i f L1.N. i GREENWAY ' - 'J SNEE t�+,*I� (1� ' \\` , r ,--t , , �? _ IL ALI I / i r, % l r/ / % .\ ♦\ ♦ ~\ V r \ 1 ,1 \ \ I l �� \ \ `\ \ i � I -✓' I !r t `\ ` ` � 1 `rV -, t / 1 f t r�r � i `� ♦ .� ,\ `\ V \ �,.4� ` ♦.\\ l � j 1 j !/ ! / ( / f � , 1"� � � `. ♦r 1 1 d'Pc-7�„ �� .`�`r�"� -iv p`r.�= ,/ fA 1} i f /t ;',` i 1 \'� gvi 1 - _ =', ,, ♦\' 11 O ♦.�' IF i a /le �' 26 ' k }\ � �� � 1.+' 1 \4 ` I i wd 1 � � �.F'r�-•-.Y�'-_ 0 `^ ...i r • � _ L xj� � ,.bi 4• V r__�t __--\ \ 1 0 r: TJ & - - all - / t l ! t 11 ! t / tr. % `♦ .---------- `� -1\ \ \ � t / j / / /t l t t // r .------- ' r— f �'�2c ' r / '-�\••'\�-� `\``\\1 t 1 �---- ' ` 1 I g /� -`♦ . !- -./- / l / / l / ! ! / t / } ' _/ 1 Q., \� 11 nAl \\\� OADW A NT \\ B EEN 0 Q - \\\ SW8 3 1 GRAPHIC SCALE 1 "=100' 0 100' 200400' ,SUN 1 B 2010 SEAL SMITHGROUP / CLARK-NEXSEN, A JOINT VENTURE 324 BLACKWELL ST STE 1104 DURHAM, NC 27701-3600 SMITHGROUP archirature engineering Interiors planning T 202.842.2100 CLARK * NEXSEN T 919.B28.1876 A/E INFO APPROVED 1 FOR COMMANDER NAVTAC ' ACT 7 ' SUSFACTORY TO DATE «PM/DM» XXXX BRANCH MANAGER XX CHIEF ENG/ARCH XXX xx» XX 13 S a C.)s U Z �1-5 LMi 0 V Z yJ g� J Z z CD IRE z Q Q WQFNz Y z Q z U O c_ w G LL:a O o a� zz a2 Z w0 Z L) cc - o Z Qo z W a X Z cr- O J Lu Ld 0 }Lur > `Y z i z J Li ES = Q FF-- Q L' L.L. I? Z J J z 2Q M d Z z ^T m( L o U � SCALE: — AS INDICATE EPROJECT NO.: P1331 CONSTR. CONTR, NO. N40085-09-C-3212 NAVFAC DRAWING NO. 12570402 SHEET 22 OF 832 C-100 C C E ult DRAWFORM REVISION: 10 MARCH 2O09 9. C Im 5 CONSTRUCTION NOTES ECONTRACTOR TO CLEAN SEDIMENT FROM DITCH TO INVERT OF EXISTING PIPES CONTRACTOR TO CLEAN SEDIMENT FROM EXISTING PIPES CONTRACTOR TO CONVERT EXISTING STRUCTURE TO JUNCTION BOX CONTRACTOR TO CONVERT EXISTING STRUCTURE TO DROP INLET 5 4" SCH 40 PVC FOUNDATION DRAIN OUTLET GENERAL NOTES: 1. SEE SHEETS PF100-Al AND PF100-A2 FOR CONTINUATION OF ROOF DRAINS. 2. SEE SHEET A5-3-1 FOR CANOPY DRAINS. 3. FINISH GRADE ADJACENT TO BUILDING IN TURF/PLANTER AREAS TO BE 8" BELOW FINISH FLOOR ELEVATION. 4. COORDINATE FOUNDATION DRAINS FOR BUILDING WITH STORM DRAINAGE SYSTEM. PSTREAM INVERT ELEVATION DOWNSTREAM INVERT ELEVATION UPSTREAM RIM ELEVATION UPSTREAM STRUCTURE TYPE 15.70 15.54 19.04 DROP INLET 15.54 15.30 17.90 DROP INLET 15.92 15.00 19.09 JUNCTION BOX 15.00 FLARED END SECTION 15.19 14.01 21.80 JUNCTION BOX 14.01 13.72 12.09 JUNCTION BOX 13.72 19.25 JUNCTION BOX RAPHIC SCALE 1 "=30' 60' JUN 1 8 Mo SEAL SMITHGROUP / CLARK-NEXSEN, A JOINT VENTURE 324 BLACKWELL ST STE 1104 DURHAM,NC277013600 SMITHGROUP architecture engineering Interiors planning T 202.842.2100 CLARK • NEXSEN T 919.828.1876 A/E INFO ' FOR C0111 DER NAVFAC ' ACTMTY SATISFACTORY TO DATE — DES VJC, I DRWSBT CHKRLE «PM/DM» XXXX BRANCH MANAGER XX CHIEF ENG/ARCH xxx <<XX>> xx 0 5 Ua U Z �H Lj 0 UZ J J Z za g Q Y Z ac O W G 6 t � Q Eon > Z �a O ZZ $U w 0 LLJ U Z J~ a w Q- Q Q z O� Z LL1 2 m w r6 Q of J�za Q WZ LL O J J T w Q CL a M U Z fT� i 11 m I - U o � SCALE - AS INDICATE EPROJECT NO.: P1331 CONSTR. CONTR. NO. N40085-09-C-3212 NAVFAC DRAWING NO. 12570418 SHEET 38 OF 832 CG 101 C Ca 8 r 5 DRAWFORM REVISION: 10 MARCH 2O09 1 I 2 1 3 4 1 5 I C 0 E v U w I 7 f_j I a °d tt '-------- -- ----- qSp 7 t 1 I I i i l j l l l F LJJ.JC) \ I E v. I v v+ V 1 1 1 I I I 1 7,g4r tt rrli4 I, TC37.15. in,,., rFL36.88 i I II Ii ": i _-�? 36.31 FL36.65 III i . , i „ , 1, , , i i tt ; I f� " �, / SMITHGROUP / i ,' 6 PVC CANOPY � , I , \\> CLARK-NEXSEN, \\ A JOINT VENTURE TC36.62 � � � DRAIN _® 1% SLOPE ' `� 324BLACKWELLSTSTE1104 111�i1 t. l l' \A ' tt t � l � i l j j( `\ / a l i , q ��i FL36.12 36 I TC37.50 ,t , , , + , I , t t DURHAM, NC 277013600 135.91 A ' 36.72 ; FL37.00 i i i ` �` N j 'i , \\\ 1 35.62 I�, 00 ' SMITHGROUP ' -1 (' II r TC 2D2.842.2100 ;n;erwrs planning Y r. 1 .{ 1 1 1 \ 1` 1 C 1 ; 1 1 1 ® 7 \\ `' ;' 135.62 ` 35.01 35.60 D f3 CG501 , EAJ♦ ppEN TT 9 9828.1876a wrD z TC35.31 APMED so se , ` ' ' FL34.81 3546 ' T 1 ! i '_ �1�`a' �n `a 1 TC35.88 =--------0 'Fe I i i j I a III SEE PROJECT P1857 HOSPITAL ADDITION FOR WORK OUTSIDE THIS AREA ° ASPHALT PIPE/STRUCTURE (Fr)NAME DESCRIPTION SLOPE (%) UPS REAM EVATION INVERT DOWNSTR AM N INVERT UPSTRELEVATIONEAM RIM UPSTREAMYPSTRUCTURE D1-D2 68 15"RCP 1.00% 31.56 30.88 37.00 DROP INLET D2-D3 59 15"RCP 1.00% 30.88 30.29 37.73 CATCH BASIN D3-D4 127 15"RCP 1.00% 30.29 29.02 1 36.54 CATCH BASIN D4-D5 62 1 15"RCP 1.00% 29.02 28.39 1 33.60 CATCH BASIN D7-D5 16 1 15"RCP 1.00% 28.54 28.39 1 32.95 CATCH BASIN F16-39 1 42 1 18"RCP 1.00% 19.57 19.1.9 1 23.88 CATCH BASIN GRAPHIC SCALE 1 "=30' 30' 60' 120' JUN 1 8 2010 FOR COMMANDER NAVFAC ACTMI1' XXXXXyyy SATISFACTORY TO DATE - DES VJC I DRWSBT CHKRLB PN/DM» XXXX BRANCH MANAGER XX CHIEF ENG/ARCH XXX <<XX>> Xx Ua Z F- Lj 0 UZ J J Z g I— WQw YZ z ZQZQZZ VO CC) W GJ F_ J 0 Z > Z Q O 42 ZZLLJ O w p Z J- a w FL Q Z C 0C /Q�� V z w =c Q w r J Q ~� J LA.I Za LLI W Z 4 LL o J i J r ZQ m M Q 25 Z U - a i m O SCALE: - AS INDICATED EPROJECT NO.: P1331 CONSTR. CONTR. NO. N40085-09-C-3212 NAVFAC DRAWING NO. 12570419 SHEET 39 OF 832 I CG 102 C C W w 2 1 3 DRAWFORM REVISION: 10 MARCH 2DO9 1 1 2 1 3 1 4 1 5 D — 10 I rn 0 d w N E 0 I O 0 T O V 0 a U � wB Q z S o 3 a -V I \ \ M a i i d L 0 .o 0 a d J '- E E 0 - L v — I i 0 o 0 d �A 0 a N d E E o U I M x z J L� 1 1 2 1ST FLOOR FFE-23.68' 2ND FLOOR FFE=38.36' FFE=2,3, 62' MULTI -LEVEL BRICK MEDICAL FACILITY 3 ,1 1 1 1 LIMITS OF WORK �\ ' 6 QJ 67/// s r I / PROTECT AREA OF INFILTRATION FROM 1 CONSTRUCTION TRAFFIC. (DO NOT COMPACT) FF E=23.65' FFE=23.44' FFE=20.94' 4 FFE=23.66' I � \ FFE=9.06 FFE=9.08' --------- LANDSCAPE ./ T11DCD [T % 11 FFE= 9.04' FFE=9.06' A MULTI --LEVEL BRICK MEDICAL FACILITY NOTES ACCORDING TO THE SEDIMENTATION POLLUTION CONTROL ACT OF 1973 (NORTH CAROLINA GENERAL STATUTE 113A 51-66) THIS PROJECT IS SUBJECT TO AN APPROVED SEDIMENTATION AND EROSION CONTROL PLAN. THE CONTRACTOR SHALL ADHERE TO ALL OF THE CONDITIONS SET FORTH IN THE APPROVED PLAN, AS PRESCRIBED BY NCDENR. A COPY OF THE APPROVED SEDIMENTATION AND EROSION CONTROL PLAN SHALL BE DISPLAYED AT THE JOB SITE AT ALL TIMES. THERE SHALL BE NO DISTURBANCE WITHIN FIVE (5) FEET OF THE WETLANDS E&S LEGEND 1 SEDIMENT FENCE OUTLET C C SEAL SMITHGROUP / ROCK PIPE INLET PROTECTION CLARK-NEXSEN, A JOINT VENTURE 324 BLACKWELL ST STE 1104 DURHAM, NC 27701-3600 SMITHGROUP Eo (X akhit0engineering inSrrorsphnning GRASS LINED CHANNEL T 2D2.82.642.2, DD CLARK • NEXSEN T 919.828.1876 A/E NFO APPROVED SEDIMENT BASIN FOR COMMWER VAVFAC AGRVITf ® XXXXX TEMPORARY SEDIMENT TRAP SAMFACTORY TO DATE — DES VJC I DRWSBT CHKRLB «PM/DM» xxxx STONE WEIR BRANCH MANAGER xx CHIEF ENG/ARCH xxx XX>> xx Ts TEMPORARY SEEDING s v CC U1 Z L cc S 0 ® RIP RAP DISSIPATOR PAD z Q Q U 'w� Z zo YO TP TP- TREE PROTECTION w Q > \ 4a� O z ;..; BLOCK AND GRAVEL INLET PROTECTION < m Z Z a Z° ccW - o SF SF- TEMPORARY SEDIMENT (SILT) FENCE 0 J — z QO z �C O Q V CE TEMPORARY GRAVEL CONSTRUCTION z c o ENTRANCE/EXIT z Q No W = w Ld J —TD rL TEMPORARY DIVERSION DITCH �_ W \Q z -J Z / W�=Q • LIMITS OF WORK < w Z aLL L M A Q (5GRAPHIC SCALEco r Z =_ m IL gg 0 3 C) SCALE: - AS INDICATED EPROJECT NO.: P1331 CONSTR. CONTR. NO. 1"=30' 0 30' 60' 120' N40085-09-C-3212 NAVFAC DRAWING NO. 12570421 41 OF 832 SHEET JUN ! 2U'0 CG 111 5 DRNIVFORM REVISION: 10 MARCH 2O09 2 I 11 I /i AV III � // / STAND / 12 OVERHANG a z' LANDSCAPED 45AREA WTH za z' 1 BOAT ANCHOR �l } CONC14 IS' D IU BASE FOR / �0 78 FFE _// ja LANDSCAPE FLAG 13 1 LIGHT FLAG POLE P i 41 Al s 2s.3 FFE=23.61' 2 / / CG054 o A-16.r 1 GQ / n LANDSCAPED Q6' AREA WITH 2ND FLOOR lf' 46 y 101 GQ //// —BOA ANCHOR • E-38 2=_ ti 24'RCP 42 / //r/ 18"RCP C2 3g '�€ / IS RC CG054 _ •14L1 , L I f i 11 4 1 ASPHALT v U Ii Lt' j 16 �ICG054 80P 47 24L 1 24U i v T 6 i" 14U I} I Cf y C I 50 4' 24Li W 1 I , 4 ' (f C C 35 Cp 52 C2 E 1 11 • I \ c 7 CG054 ` 56 j W 55 jj i wUiME WATER c oVAULT�.., Y ✓ 777 IZN 4 a_. _.. • is I a O a 58 a ! 12600 Fi N _v s• , CG054 I • s 7 _ 7? CONC WALK r, v Op (TYP) > y � v 12" PI , - C2 Il 14� CG054 o i u 8 1s I j 11 I • w B ll 11 8 it SEE PROJECT P1857 HOSPITAL 12"RCP I ADDITION FOR WORK OUTSIDE THIS AREA it f 10 li I i 16 1 11 "14L1 N y I c��+#a 33 }� U it CG054 • t t I Z it _ U II II 2TREE 11u E / ITN 14 ASPHALT I 11 LIMITS OF WORK - ' } � it • 14L( 0 i \ i 0 ` r ` 1 I� !� i I! 70 f -aAIt �1� {!f I 16OP a 15 � � 1 1� CONIC } I o_ t:i a J 1 2 It a-T OII evil Tr ASPHALT 11 'i.4TREE v v v� -2 MLT POLF, i�36 RCP ' 94 � 95 LANgSCA TIMB R GO 1 f C r :% 0 GRAPHIC SCALE 1 " 0 =30' 1 30' w a at �r SEAL SMITHGROUP / CLARK-NEXSEN, A JOINT VENTURE 324 BLACKWELL ST STE 1104 DURHAM, NC 277OW600 SMITHGROUP architecture engineering interiors planning T 202.842.2100 CLARK • NEXSEN T 919.828.1876 A/E INFO APPROVED FOR COMMANDER NAVFAC Acrhm' XXXXX SATISFACTORY TO DATE — DES VjC, I DRWSBT CHK RLB «PM/DM» XXXX BRANCH MANAGER xx CHIEF ENG/ARCH xxx xx» XX o z � U z � O ~ U J J Z z� oa LAI WQ I NZ Zc0c O �-30 > U 4Sa OCl- Z L io w II= - o z J— Q0 ft: F- 0 0 U (L Q LLI z Z o � �RI� V 02 O W = G � w J w � J Z Q LLJ W Z CMM U z25 a = T Ell a U SCALE: — AS INDICATED EPROJECT NO.: P1331 60' 120' CONSTR. CONTR. NO. N40085-09—C-3212 NAVFAC DRAWING NO. 12570422 SHEET 42 OF 832 JUN 1 8 2010 CG 1 12 5 DRAWFORM REVISION: 10 MARCH 2O09 fl L E U 5 SAD WITH// 0 MER / � i yam•/ /�.t / // / j o � I Y I II / I w , � I I I r If I ! 1 oN II J I 1 IF 7 / ! f o I I � ! r I 7 o / , ! I I r I , d ! 1 I �B I I rl I i? ! I V � 1 I 1 ! n i M I � / I / I 1 , L 0 1 , I O { ! I� 1 I I I y 4 ! 0 x i I 1 I I 1 3 I J { n { 1 E ♦ I I o 1 I U o I 1 o , o { Of 0 1 I N � ` O x 1 { x A V J 1 o A E o " A U I { url 1 { , 1 % 1 1 s z J L� , 4111111111111111 A;,C'e' q�T I Y _ / / O - I / ' I / f ! ! ! / 1 \ / \ / i / I i i / A i CHANNEL E1: SHAPE = 'V' BOTTOM MIN. DEPTH (FT) = 0.50 SIDE SLOPES (X:1) = 3.0 SLOPE (%) = 1.70 LINING = SOD CHANNEL E2: SHAPE = 'V' BOTTOM MIN. DEPTH (FT) = 0.50 SIDE SLOPES (X:1) = 3.0 SLOPE (%) = 1.70 LINING = FIBERGLASS NETTING W/ MIN. SHEAR STRESS OF 0.60psf 1 "=30' 1 „l)i ± � `'01G w a °d SEAL SMITHGROUP / CLARK-NEXSEN, A JOINT VENTURE 324 BLACKWELL ST STE 1104 DURHAM, INC 27701-3600 SMITHGROUP architecture engineering in enom planning T 202.842.2100 CI.ARK • NEXSEN T 919.828.1876 A/E INFO FOR COMMANDER NAVFAC ACM XXXXX SATISFACTORY TO DATE — DES VJC I DRWSBT CHKRLE PM/DM» XXXX BRANCH MANAGER xx CHIEF ENG/ARCH XXX xx» XX c = U a U Z 2 s UZ gJ J Z w Q 1 N Z z�C YO W G !8 Sze Q > zZ ,� CL O cc O Z Qo 0 CC 0 U (.L Ill Z U) Z O Z C� W TOG y � W w IE J ~_ z J LLJ Z_ wU ~ Q W 4 � J O J z T LLI Q a z i U T- m IL a Ld U SCALE: - AS INDICATE EPROJECT NO.: P1331 CONSTR. CONTR. NO. N40085-09-C-3212 NAVFAC DRAWING NO. 12570423 SHEET 43 OF 832 CG113 C C Id 3 11 DRA'MFORM REVISION: 10 MARCH 2O09 1 I 2 i 3 0 5 C M 0 0 Of a E U v am NC-M � Z 7D 000 ro„�cr) Hm-1Z�=> = = Z > m z1=.,-u=T X OaFI �D>> [cin�'z! i C7 Z 0 M m Z mr- N N -p 2 mCD Z D = Z c C co D Fi 0 � m Xp z n -n = O to N z SHEET 1 OF 2 840.04 v vm H � F�1 Z =cnOo rO-n mz = 1 = om Z > m =cn00 OrT nDy11 2z -H � .a 0 z � m Z O G) Z^ I L i M co Imo c > o =� v v H yy 1� ITT Z z r� Mo SHEET 1 OF 1 840.14 A im NOTES: USE CLASS "B" CONCRETE THROUGHOUT. Z PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12" C>Cn ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.86. H OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT Q � Rc - 12" CENTERS AS DIRECTED BY THE ENGINEER, a 2 M Q USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. LL J a: E.q Z IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB NO. 840.00. O O in S Z ^ AS SHOWN ON STD. W Q ILL FOR 8'-0" IN HEIGHT OR LESS USE 6" WALLS AND BOTTOM SLAB. OVER F U O 8'-0" TO 16'-0" IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. ADJUST Q ~ Z Fcoo) X QUANTITIES ACCORDINGLY. F O W CONSTRUCT WITH PIPE CROWNS MATCHING. LL O o " INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER. CC Z H INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 78M STONE IN A - > d POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER. W 0 CHAMFER ALL EXPOSED CORNERS 1". 0 DRAWING NOT TO SCALE. *INCREASE THE SIZE OF THE 6" OPENING TO 8" MAX., AS DIRECTED BY THE ENGINEER 8Y ADDING 2 TO THE WALL HIEGHT ABOVE THE TOP ELEVATION. ADJUST 2" WEEP HOLES QUANTITIES ACCORDINGLY. Y z PLAN 2ND OPENING ~ y SECTION X-X IF RED 0. a 7 TIP SLAB G v TOP SLAB v�, Q m \ ELEVATION LL XTOP GUTTER LINE LL � #4 BAR Z 6"' C3 F _ Za W a �' a. 6" wi 6"� TOP ELEVATION CO a CL CLR. Q - x n 101�2 ODo x o PIPE WALL (THICKNESS VARIES 0 (MIN.) cr < #4 BAR Z Z \ T SEE NOTE - = O N '- SEE NOTE Y-Y PART SECTION Y-Y O SECTION 1H SHOWING DETAILS AT OPENING _j CD F CATCH BASIN ON MIN. HEIGHT, H) W W MIN. DIMENSIONS AND QUANTITIES FOR CONCRETE (BASED DIM'S OF BOX & PIPE REINFORCING TOP 8, BOh DIMENSIN CU. YDS. CDNC. BOX TOTAL QUANTITIES BOX & SLABS DEDUCTION ONE PIPE DEB. ONE 8 THROAT OPENING X V PIPE SPAN WIDTH HEIGHT BARS - X BARS - V BARS - Z D A B H NO. LENGTH N0. LENGTH NO. LENGTH F TOP SLAB 90T. sus RLLL1Fr, Hr, UIS. MINF. YD' )MIN HI C.S. R.C. YD3 Z 121, 3'-6" 2'-3" 1'-10" 4 3'-0" 6 4'-3" 2 4'-3" 4'-6"0.181 0.271 0.250 27 1.046 0.015 0.032 0.046 O 15" 3'-6" 2'-3" 2'-1" 4 3' o' s 4' 3" 2 4' 3" 4'-6" 0.161 0.271 0.250 27 1.1o8 0.023 0.036 6.046 V 18" 4'-0" 2'-8" 2'-4" 5 3'-5" 7 4'-9" 2 4'-9" 5'-0"0.226 0.340 0.284 35 1.379 0.033 0.049 0.053 24" 4'-0" 2'-8" 2'-10" 5 3'-5" 7 4'-9" 2 4'-9" 5'-0"0.226 0.340 0.284 35 1.521 0.059 0.085 0.053 30" q'-p" 3'-6" 3'-4" 5 " 9 4'-9" 2 q'-9" 5'-0"0.278 0.417 0.315 43 1.916 0.092 0.127 0.053 36" 4'•6" 4'-0" 3'- 10 5 4'-9" 10 5'-3" 2 5'-3" 5'-6"0.340 0.510 0.352 51 2.390 0.132 0.178 0.059 SHEET 1 OF 2 42" 5'-0" 4'-6" 4'-a" 5 5'-3" 12 5'-9" 2 5'-9" 6'-p"O.ao7 0.611 0.389 6a 2.914 0.180 0.243 0.066 5'-0" 4'-10" S 5'-9" 13 5'-9" 2 5'-9" 6'-0" 0.444 0.666 0.407 68 3.298 0.235 0.317 0.066 840.04 WEEP HOLES X - _1 O vm N Z 70000 r �-11 cn mz =-1 3:= D D m =cn=0 Z 1-I�r�1 � M O 1y DDD -4 co \ co z c O Z 0 w M m -i Z mr- N O 2 N -0 m� Z D = Z C S DO O v D -v n Fi ITT --1-1G) 0 T, = O W a: Z SHEET 2 OF 2 840.04 W 11t CLR. V w V Y Q u7 a CO ¢ V. in J 12" a 72N ac < W W 1%!"CL I I't#3 BARS "X" 1lg" CLR. EQUALLY SPACED F PLAN PRECAST OR CAST IN PLACE TOP SLAB F #4 BARS "Y" HANDLE �1" PIPE SLEEVE #3 BARS "Xrr EQUALLY SPACED 4" 11/2" CLR. SECTION V-V G 11/2" CLR. n u 11/2" CLR. EQUALLLYRSPACED v r #3 BARS 'Y' CATCH BASIN NO SCALE CG101 CG102 GENERAL NOTES: USE CLASS "B" CONCRETE THROUGHOUT. PROVIDE ALL DROP INILETS OVER 3'-6" IN DEPTH WITH STEPS 12" ON CENTER. USE STE"S WHICH COMPLY WITH STD. DRAWING 840.66. OPTIONAL CONSTRUCTION - MONOLITHIC POUR 2" KEYWAY OR #4 BAR DOWELS AT 12" CENTERS AS DIRECTED BY THE ENGINEER. USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB AS SHOWN ON STD. N0. 840.00. CONSTRUCT WITH PIPE CROWNS MATCHING. INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINE'.ER. INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 78M STONE IN A POROUS FABRIC BAG Oil WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER. CHAMFER ALL EXPOSED CORNERS 1". Y DRAWING NOT TO SCALE. PLAN WITH GRATE & FRAME REMOVED ^^'^" ^^PING(INCIDENTAL) ELEVATION 840.16 FRAME � JE 6„ B I � I 3EE NOTE) MAX. PIPE THIS SIDE -- 1 SECTION X-X SECTION Y-Y DIMENSIONS AND QUANTITIES FOR DROP INL.ET(BASED ON MIN. HEIGHT, H) DIMENSIONS OF BOX & PIPE CUBIC YARDS CONC. IN BOX DEDUCTIONS FOR ONE PIPE PIPE SPAN WIDTH MI'.N. HEIGHT D A B H BOTTOM SLAB WALL PER FT. HT. mTO ETe FOR MINIWM NEIaIT N C.M. R.C. 12" 3'-0" 2'-0" 2'-0" 0.222 0.222 0.592 0.015 0.026 15" ♦ / 2'-3' 1 0.648 0.023 0.036 18 0.703 0.033A�20 24" 3'•0" ✓ 0.814 0.059 30" 3'-0" 2'-0" 9'-6" 0.222 0.222 0.925 0.092 DROP INLET 1 I 2 CG101 CG102 #4 BAR 6 DOWEL Z 00 Qa " O (D C. I.L. 1 z ooca WQQIL= Q UFO CD f- Go) H-LLOJ 00OCpQ Z N CC > a'-' Q O LL W cs J Z ZZy a Ll a d �Oo = G co) o Q cc W cc F- H o W _ W N O N J Z O Z � W HE:ET 1 OF 1 840.14 v vm -1 �Z =cno raO„m cl) mz => =-nDDm = Cn 0 0 zM-Hvr-n 0:0 C)DDD 1 I [CC CD 0 m O z M r � N H =z (j)r= v-mlcn v �1 z D l7D0 (1)mo v DO A. n y 0Z � z Zno v M mM � y O SHEET 1 OF 1 i140.16 SECTION W-W �1" DEPRESSION N SECTION G-G F2',-31W4l' 1sN _ 211 SECTION H-H m N R. Z ov 3" RAD. Q Q MD~COU LL J iL 1Z 2 - 3" X 1/4" THICK O CC Z r ROUND OR SQUARE W Q Q O _ CUT WASHER Q U � N H2~ZW 2 - HEX NUT Cn E- LL. 0 J ¢Of-1Q W, �- z H > 0 co cc DETAIL OF HANDLE ,� o� z COUNTERSINK PART WHERE HANDLE IS LOCATED 1" N AND ALLOW HANDLE TO MOVE VERTICALLY. a m = 0 = LIL '--1" PIPE SLEEVE X 3" LONG. CD HZ-I a V W a PART SECTION cc lio- a THRU COVER SHOWING HANDLE Q = �1 /2 rr c 1 V2 " n\ 1�'81 1 'i 13n H cN H C0 r_ LV-4 2' 1r-41/2" 11-7%11 1' 7'g" PLAN OF GRATING CAST IRON O CD ~ cc Z x F-Z� 0 W _ #4 BAR d CV = N J W LU W s" Ci O AAM,MC D v 31-611 F I E N E 1 F� PLAN OF FRAME CAST IRON Y8r1 �s„ %s" �srr 1 D 1 I1 1 1r ill 3'-33/411 2'-33/" 1/ 8 n n 1r 1/s" - /8 N I n 34 rr 1/8 n 31-2" 1 a1 21-'211 1 v EF21/8 "- - -� 2 /8" 31_13�rr N CV 21 131r N 31-s" 2' N 611 SECTION E-E SECTION F-F DROP INLET FRAME AND GRATE CG101 CG102 OF 2 .04 Z 00 Q Q H CC O U 0 0 c = Z W¢QLL.= aUcr E-' CnE-WOJ CC0CnQ Z ,jam H- H a r 0 0 Ln T y v W GD ~ o Z ILL W co Q z FzgpT Q z O Ir o QO o W _ QU. o o F- H = J In in Z = J Z�� W O W oc C/) C O LL 3HE:ET 1 OF 1 840111 Ft JUN 1 8 2oio a a a W SEAL SMITHGROUP / CLARK-NEXSEN, A JOINT VENTURE 324 BLACKWELL ST STE 1104 DURHAM, NC 2770W600 SMITHHOUP architecture engineering interiors planing T 202.842.2100 CLARK • NEXSEN T 919.828.1876 A/E INFO P'•'I' it FOR COMMANDER NANTACC ACINRY XXXXX SATISFACTORY TO DATE - DES VJC I DRW'SBT CHKRLE «PM/DM» XXXX BRANCH MANAGER XX CHIEF ENG/ARCH )()()( <<XX>> XX a s �U= U z 2 LLj zg o a w Q 1 N Z Y z a U O C_ W G < 0 �I� a � a I > a 0 JR Q 7 0 WO U Z QLu w FLQ z z OC W =G J >Wr > ~ 24 LLJ ; Z ) g Q LLJ Q W Z wQ a M U Z = T U a w SCALE: - AS INDICATE EPROJECT NO.: P1331 CONSTR. CONTR. NO. N40085-09-C-3212 NAVFAC DRAWING NO. 12570424 SHEET 44 OF 832 CG501 DRAWFORM REVISION: 10 MARCH 2O09 C 1 2 3 4 C zwB s 0 v vm -a CO �- Z �CO00 r OT�Cn Hz-I=D ==ZDm =Cnoo z1 IOrT �DDD 0 z m O Z 1 N - � O v -0 m = v D r Z O r M Z O Z W O > o 0 > ZE Z w SHEET 1 OF 1 840.31 CLEANOUT BOX IS INDEPENDENT OF PIPE AND THEREFORE IS FREE TO MOVE WITH ANY SETTLEMENT OF THE GRADE MANHOLE L C EL54 C FOR MANHOLE COVER & FRAME #4 BARS "A" PLAN / OPTIONAL SPACED 6" C. TO C. BRICK MAY BE USED TO ADJUST FRAME & COVER TO SURFACE ELEVATION MAX. 1' i OUTLET PIPE o o J 1R F - A - - SECTION C-C OR D-D SECTION X-X SECTION Y-Y GENERAL (NOTES: CHAMFER ALL EXPOSED CORNERS 1". USE CLASS "B" CONCRETE THROUGHOUT. OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT 12" CENTERS AS DIRECTED BY THE ENGINEER. USE FORMS TO CONSTRUCT THE BOTTOM SLAB. IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX, ADD TO BASE AS SHOWN ON STANDARD NO. 840.00. PROVIDE ALL JUNCTION BOXES OVER 3'-6" IN DEPTH WITH STEPS 12" ON CENTERS IN ACCORDANCE WITH STD. NO. 840.66. ADJUST THE STEEL, CONCRETE AND BRICK MASONRY QUANTITIES TO INCLUDE; THE ADDITION OF THE MANHOLE (I.E. DIAGONAL BARS SHORTENED AROUND OPENING IN TOP SLAB, ADDITIONAL VARIABLE HEIGHT BRICK MASONRY, OPENING IN TOP SLAB.) MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP ELEVATION IS 12 FEET. #4 BAR_ DOWEL DIMENSIONS AND OUANTITIES FOR CONCRETE JUNCTION BOXES DIMENSIONS OF BOX AND PIPE REINFORCEMENT BARS "A" TOP SLAB DIMENSIONS CUBIC YARDS IN BOX TOTAL QUANTITIES BOX AND SLABS DEDUCTION:; FOR ONE PIPE CU.YDS. PIPE SPAN WIDTH HEIGHT D A B H NO. LENGTH E F Top SLAB BOTTOM SLAB RALLI FT. OF HT. Las. REINF CU. YDS. MIN. "H"I C.S. R.C. 12" 2'-0" 2'-0" 2'-3" 12 2'-9" 3'-0" 3'-0" 0.167 0.167 0.185 22 0.750 0.015 0.024 15" 2'-3" 2'-3" 2'-6" 12 3'-0" 3'-3" 3'-3" 0.196 0.196 0.204 24 0.902 0.023 0.036 18" 2'-6" 2'-6" 2'-9" 14 3'-3" 3'-6" 3'-6"' 0.227 0.227 0.222 30 1.065 0.033 0.049 24" 3'-0" 3'-O" 3'-3" 16 3'-9" 4'-0" 4'-0" 17.29fi 0.296 0.259 40 1.434 0.059 0.085 30" 3'-6" 3'-6" 3'-9" 18 4'-3" 4'-6" 4'-6" 0.375 0.375 0.296 51 1.860 0.092 0.127 36" 4'-0" 4'-0" 4'-3" 20 4'-9" 5'-0" 5'-0" 0.463 0.463 0.333 64 2.341 0.132 0.178 42" 4'-6" 4'-6" 4'-9" 22 5'-3" 5'-6" 5'-6" 0.560 0.560 0.370 77 2.878 0.180 0.243 48" 5'-4" 5'-4" 5'-3" 26 6'-3" 6'-4" 6'-4" 0.743 0.743 0.407 111 3.623 0.235 0.317 54" W-10" 5'-10" 5'-9" 28 6'-7" 6'-10" W-10" 0.865 0.865 0.444 126 4.283 0.297 0.401 60" 6'-6" 6'-6" 6'-3" 30 7'-3" 7'-6" 7'-6" "1.042 1.042 0.481 145 5.090 0.367 0.495 66" 7'-1" 7'-1" 6'-9" 32 7'-10" 8'-1" 8'-1" 1.210 1.210 0.51E1 169 5.917 0.444 0.589 JUNCTION BOX (MANHOI NO SCALE � HEAVY DUTY COVER HEAVY DUTY CLEANOUT BOX W/ PLUG ,-4000 PSI CONCRETE I SHORT LENGTH OF CAST IRON PIPE FURNISHED FOR CLEANOUT BOX CAST IRON PIPING (DUCTILE IRON) Z PROVIDE PLUG WHERE C.O. IS OTHER ZTHAN IN -LINE, OR WHERE REQUIRED FLOW STORM DRAINAGE CLEANOUT NO SCALE NCDOT RIP RAP CLASS 'B' STONE C 3 1� EMERGEN B3 CG101 CG102 CG104 GEOTEXTILE FABRIC BASIN ELEV. LENGTH E 17.75 20' F 16.35 15, C1 CG101 00 H } "cc0 6 LL -1 0 00 m F-UQLL O= Q H COE- LL ~Ow OOCDQ Z ,jam CL a o� o x U.Lu O m 0 J 1-4 O z QM Q CL 2 0 1.. - v -1 0 ¢ Z w z 0 Cr Z F- F. 1.o tn W _ m 04 N V H r CD0� LU :FEET 1 OF 1 840.31 SPIGOT END ON INLET END SECTIONS HUB END ON OUTLET END A SECTIONS I PLAN BAR OR STEEL FABRIC REINFORCING I G I B v vm <- Z 7D000 r0-n-7D'E C' ImiZ1=D =-nZDm =woo Z N O r T i_:i,D C/3 0 z � )�_� _1�_) 11 SOLID COVER SHOWN PERFORATED. PERFORATED AVAILABLE IF SPECIFIED. STATE USE OF SYSTEM ON COVER (I.E.: SEWER, STORM DRAIN, ELECTRICAL) TOP OF COVER B B rF7 BOTTOM OF COVER J !2 m Z PLAN OF FRAIINE O m= 2'-11/4"- CO Z 1'-113iQ„ y - 1'-10%8"- m o Z_ 119�" \ TYPE #1 m ^ / \ \ ALTERNATE 43,t" 2'-Oltn \ \ \% SECTION A -A 1 HEET 1 OF 1 � _ i 1340-541 TYPE #2 I I I Q 4f Oil SECTION A -A FRONT ELEVATION END SECTION DIMENSIONS DIA. A B C D E 15 6 2'-3" 1 -9 4'-0" 2 -6 n 18„ n 9 , n 2,-3,r , n 1,-9„ r n 4,-0„ r " 3,-Orr 24 9 1/2,r 3 -7 2 -6 6 -1 4 -0 30 1 -0 4'-6 1'-7 3/4 6 -1 3/4 5 -0 36" 1'-3" 5'-3" 2'-10 3/4" 8'-1 3/4" 6'-0" 48 2'-0' 6,-0" 2'-2" 8'-2" 7r-0rr FLARED END SECTION (FES) ~ I NO SCALE CG101 NO SCALE 1 2 MANHOLE FRAME TOP OF BANK= 17.50 A3 CG101 - PLAN OF COVER C Cq 3�" SECTION B-B MINIMUM WEIGHTS - LBS. FRAME - 180 COVER - 120 TOTAL - 300 :SPECIFICATION CLASS 30 IRON MEETING ASTM A-48 R C3 CG101 2' MIN 35 )0 OPE (3:1) _ CLEAN SAND SHWT ELEVATION= 13.00 z 00 H} QQ " Cr C=7 . 000)=Z ¢z Q 0 0 H mF=--~Ow o��a Z ,jam F- 1--I a Qo o > 0 O z Z �I Z Ir Q o W Q Q F- LL v C0 J CD z J = Z Q w � 8-40.54 NOTES: 1. THE ENTIRE INFILTRATION BASIN SHALL BE SEEDED PER THE SEEDING SCHEDULE IMMEDIATELY FOLLOWING THE COMPLETION OF CONSTRUCTION. 2. THE BOTTOM SHALL BE OVER EXCAVATED 4" AND BACKFILLED WITH CLEAN SAND TO THE BOTTOM ELEVATION SPECIFIED. 3. IF HARDPAN OR OTHER UNSUITABLE SOILS ARE ENCOUNTERED, OVER -EXCAVATE THE BOTTOM A MINIMUM OF 2' AND BACKFILL WITH ENGINEER APPROVED SANDY SOIL MATERIAL. 4. THE BASIN IS NOT TO BE USED AS AN EROSION CONTROL DEVICE. INFILTRATION BASIN NO SCALE 4 5 r11+ CG101 JUN 1 8 2010 C O N 0 Vincent`QF,I Ila [[�gR�17I77' ` 9 `f� �...... C �� SEAL SMITHGROUP / CLARK-NEXSEN, A JOINT VENTURE 324 BLACMELL ST STE 1104 DURHAM, NC 27701J600 SMITHGROUP architecture engineering interim planring T 202.842.2100 CLARK • NEXSEN T 919.828.1876 AA INFO FOR COMMANDER N4YFAC ACTMIY XXXXX SATISFACTORY TO 0.41E - DES VJ C DRWS BT CHK R LI «PM/DM» XXXX BRANCH MANAGER xx CHIEF ENG/ARCH xxx XX>> XX c s �Us v Z m f- Lj UZ J J z =g ZQ QI V)z zC0= U0 W G 12t a soy > 12a 0 ZZ Zo WO U Z Q� �Q z Ud Z v, w =O� w r6 Q J Z Q Q Wz J O J 3 T M CIO 2Q Z = T U IL a a SCALE: - AS INDICATE EPROJECT NO.: P1331 CONSTR. CONTR. NO. N40085-09-C-3212 NAVFAC IIRAWIN13 NO, 12570425 SHEET 45 OF 832 CG502 E 3 C EL 17.25 EL 18.50 (TOP OF RISER) EL 17.48 (100—YR) EL 17.32 (10—YEAR) EL 17.16 (2—YEAR) 15" RCP 3.68%SLOPE EL 17.08 (1—YEAR) INV 16.50 EL 16.50 (ORIFICE) e" 4: 3.506 MINv d SECTION B—B RISER INLET BOX E NO SCALE SECTION A —A NOTES: 1. RISER TO BE PRE -CAST CONCRETE STRUCTURE. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL. 2. ORIFICE: 1.00" PVC DRAWDOWN PIPE SOD SIDESLOPES TO 4' PAST TOP OF BASIN TOP OF SEDIMENT STORAGE (BOTTOM OF BASIN) SEDIMENT CLEANOUT BOTTOM ELEVATION eSH RACK :MOVED FOR CLARITY)) EL 16.50 (ORIFICE) SOD SIDESLOPES TO 4' PAST TOP OF BASIN RISER RIM 1 FT. OF SEDIMENT STORAGE CG107 CG107 PEAKED ROOF TRASH RACK TOP OF EMBANKMENT EMERGENCY SPILLWAY B1 G50 OUTLET PIPE (SEE CG108) CONCRETE ANTI —SEEP COLLAR 10' VEGETATED SHELF BASIN BOTTOM OF BASIN ELEV RISER STRUCTURE PERMANENT POOL ELEV. SEASONALHIGH WATER TABLE ELEV. EMERGENCY SP I LLWAY ELEV. TEMPORARY POOL ELEVATION TOP OF EMBANKMENTELEV E 11.50 R-E 16.50 16.00 17.75 17.2S 19.00 WET DETENTION BASIN SECTION NO SCALE Al 12" MIN. 4 n a 2' MIN. 4 6 < A 2''MI POND CULVERT 2 M .* PIPE s 2'`MIN .. < 4. #4 REBAR ® 12" OC IN FRONT & REAR FACE OF COLLAR. REBAR TO HAVE 3" MIN. CONC COVER FROM EDGE OR FACE OF COLLAR NOTES: 1. ALL CONCRETE TO BE 3000 PSI NON -FLY ASH 2. APPLY 1/2" THICK WRAP OF ASPHALTIC CEMENT AROUND DISCHARGE PIPE 6" BEYOND PLANNED SEPPAGE COLLAR ON BOTH SIDES. 3. APPLY ADDITIONAL ASPHALTIC CEMENT AT PIPE/SEEPAGE COLLAR INTERFACE ON UPSTREAM FACES. 4. ASPHALTIC CEMENT TO MEET OR EXCEED FEDERAL SPECIFICATION SS-153 TYPE 1: ASTM-D-2822-75 TYPE 1. 5. WHERE TOP OF BERM IS WITHIN HEIGHT OF ANTI -SEEPAGE COLLAR, STOP ANTI -SEEPAGE COLLAR AT TOP OF BERM. CONCRETE ANTI -SEEPAGE COLLAR NO SCALE SWALE NO SCALE D3 1 � 3 PROFILE VIEW CONCRETE SADDLE NO SCALE RISER 00 C 0 0 O N H SCREW TYPE PLUG O U z 6" PVC U � z o m 0 o PERMANENT POOL IFICE (SEE ;ER DETAIL DRAIN DOWN ORIFICE NO SCALE Al i. NOTE: TO BE USED WHEN THER LESS THAN 1' CLEARANCE BETWEEN PIPES. �1 3 PLAN VIEW CAP WITH HOLE DRILLED C5 JUN 1 8 ?O11? 11911 SMITHGROUP / CLARK-NEXSEN, A JOINT VENTURE 324 BLACKWELL ST STE 1104 DURHAM, NC 27701-3600 SMITHGROUP a hdecture engineering it vs planning T 202.842.2100 CLARK • NEXSEN T 919.828.1876 A/E R1v0 FOR COMMANDER NAVFAC ACTIVITY XXXXX SVISFACTORf TO DATE — DES VJC DRWSQTI CHKRLE «PM/DM» XXXX BRANCH MANAGER XX CHIEF ENG/ARCH XXX <<XX>> XX z s V z W L 0 oz g JZ J 0 Q Q U)Z Z� �0 W� 12 i Q > 4< 0 ZZ o WO J U z Q O Fr H w Q z z U) O w =� U) J Q 1-� 1= z a F-Q wz ILL. 0 ZQ� CL Q § < CM V T v IL azi o am SCALE: - AS INDICATE EPROJECT NO.: P1331 CONSTR. CONTR. NO. N40085-09-C-3212 NAVFAC DRAWING NO. 12570426 SHEEF 46 OF 832 CG503 C E Ii1 DRAWFORM REVISION: 10 MARCH 2OD9 5 C 1. SET THE STEEL POSTS 3. WIRE FILTER FABRIC TO POSTS AND EXTEND IT INTO THE TRENCH. 2. EXCAVATE A 8"X4" TRENCH UPSLOPE ALONG THE LINE OF POSTS. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. CONSTRUCTION OF A FILTER BARRIER CONSTRUCTION SPECIFICATIONS 1. CONSTRUCT THE SEDIMENT FENCE OF STANDARD OR EXTRA STRENGTH SYNTHETIC FILTER FABRICS. 2. ENSURE THAT THE HEIGHT OF THE FENCE DOES NOT EXCEED 18 INCHES ABOVE THE GROUND SURFACE. 3. IF JOINTS ARE NECESSARY, FASTEN THE FILTER CLOTH ONLY AT A SUPPORT POST WITH OVERLAP TO THE NEXT POST. 4. USE 1.33LB/LINEAR FT STEEL WITH A MINIMUM LENGTH OF 5 FT., AS POSTS. 5. WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A MAXIMUM OF 8 FT APART, OTHERWISE, SPACE POSTS A MAXIMUM OF 6 FT. APART. 6. USE WIRE TO ATTACH FABRIC DIRECTLY TO POSTS. 7. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES. 8. DO NOT INSTALL SEDIMENT FENCE ACROSS SEDIMENT TRAP OUTLETS AND INLET PROTECTION, OVER PAVEMENT, STORM OUTLETS, CONSTRUCTION ENTRANCES, OR IN AREAS THAT MAY BLOCK STORMWATER CHANNELS. SEDIMENT (SILT) FENCE r NO SCALE DEWATERING CONCRETE BRICK SLOPE, GRAVEL FILTER TEMPORARY ��- SEDIMENTV- POOL WIRE SCREEN 1' MIN co 2' MAX .. F i 4. P INLET SEDIMENT pt GRATE ATERING CG111 CC112 NOTES: 1. KEEP THE HEIGHT OF THE BARRIER AT LEAST 12 INCHES AND NO GREATER THAN 24 INCHES. 2. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON ITS SIDE IN THE BOTTOM ROW TO ALLOW POOL DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED AT LEAST 2 INCHES BELOW THE CREST OF THE STORM DRAIN. 3. PLACE HARDWARE CLOTH OR WIRE MESH WITH �-INCH OPENINGS OVER ALL BLOCK OPENINGS TO HOLD GRAVEL IN PLACE. 4. PLACE CLEAN GRAVEL, 3/4-TO 1/2-INCH IN DIAMETER, 2 INCHES BELOW THE TOP OF THE BLOCK ON A 2:1 SLOPE OR FLATTER AND BRING TO EVEN GRADE (DOT #57 WASHED STONE IS RECOMMENDED), AND ON THE SLOPE TOWARDS THE INLET, USE STONE 3 INCHES IN DIAMETER OR LARGER. BLOCK AND GRAVEL INLET PROTECTION NO SCALE CG111 CG112 DRIP LINE 2" X 2" STAKES NOTE: AT 4' C.C. DRIVE STAKES FIRMLY INTO GROUND AT LEAST 12" TREE PROTECTION NO SCALE CG111 CG112 TEMPORARY RATE SPECIES (LB/AC) DATES RYE (GRAIN) 120 DEC. 1 - APR. 15 KOBE LESPEDEZA 50 DEC. 1 - APR. 15 GERMAN MILLET 40 APR. 15 - AUG.. 15 RYE (GRAIN) 120 AUG. 15. - DEC. 30 SOIL AMENDMENTS FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER MULCH APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. MAINTENANCE IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND YEAR ACCORDING TO SOIL TESTS OR TOPDRESS WITH 500 LB/ACRE 10-10-10 FERTILIZER. RESEED, REFERTILIZE, AND MULCH AREA IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. IF SEEDING IN FALL, TOPDRESS WITH 50 LB/ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 LB/ACRE KOBE LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH. TEMPORARY SEEDING SCHEDULE NO SCALE CG111 CG112 C2 am I ILI LI\ ULFII\I\LI MAINTENANCE INSPECT RIPRAP OUTLET STRUCTURES AFTER HEAVY RAINS TO SEE IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE. NOTES: 1. A FILTER BLANKET OR FILTER FABRIC SHALL BE INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION. RIP RAP DISSIPATOR PAD CONSTRUCTION SPECIFICATIONS: 1. ENSURE THAT THE SUBGRADE FOR THE FILTER AND RIPRAP FOLLOWS THE REQUIRED LINES AND GRADES SHOWN IN THE PLAN. COMPACT ANY FILL REQUIRED IN THE SUBGRADE TO THE DENSITY OF THE SURROUNDING UNDISTURBED MATERIAL. LOW AREAS IN THE SUBGRADE ON UNDISTURBED SOIL MAY ALSO BE FILLED BY INCREASING THE RIPRAP THICKNESS. 2. THE RIPRAP AND GRAVEL FILTER MUST CONFORM TO THE SPECIFIED GRADING LIMITS SHOWN ON THE PLANS. 3. FILTER CLOTH, WHEN USED, MUST MEET DESIGN REQUIREMENTS AND BE PROPERLY PROTECTED FROM PUNCHING OR TEARING DURING INSTALLATION. REPAIR ANY DAMAGE BY REMOVING THE RIPRAP AND PLACING ANOTHER PIECE OF FILTER CLOTH OVER THE DAMAGED AREA. ALL CONNECTING JOINTS SHOULD OVERLAP A MINIMUM OF 1 FT. IF THE DAMAGE IS EXTENSIVE, REPLACE THE ENTIRE FILTER CLOTH. 4. RIPRAP MAY BE PLACED BY EQUIPMENT, BUT TAKE CARE TO AVOID DAMAGING THE FILTER. 5. RIPRAP MAY BE FIELD STONE OR ROUGH QUARRY STONE. IT SHOULD BE HARD, ANGULAR, HIGHLY WEATHER -RESISTANT AND WELL GRADED. 6. CONSTRUCT THE APRON ON ZERO GRADE WITH NO OVERFALL AT THE END. MAKE THE TOP OF THE RIPRAP AT THE DOWNSTREAM END LEVEL WITH THE RECEIVING AREA OR SLIGHTLY BELOW IT. 7. ENSURE THAT THE APRON IS PROPERLY ALIGNED WITH THE RECEIVING STREAM AND PREFERABLY STRAIGHT THROUGHOUT ITS LENGTH. IF A CURVE IS NEEDED TO FIT SITE CONDITIONS, PLACE IT IN THE UPPER SECTION OF THE APRON. 8. IMMEDIATELY AFTER CONSTRUCTION, STABILIZE ALL DISTURBED AREAS WITH VEGETATION (PRACTICES 6.10, TEMPORARY SEEDING, AND 6.11, PERMANENT SEEDING). \ x� i ,CLASS 1 RIP RAP(SEE SECTION THRU BASIN BELOW) � \ \\ /� \ INVERT /. CLASS /14fIP RAP HEADWALL SFDI#5 WASMi`D 1' STONE. THICK X 3' HIGH MIN. TORAGE (AREA / PERSPECTIVE VIEW NOTE: / GRAVEL &RIP RAP FILTER BERM BASIN DETAIL NO SCALE IS DESIGNED TO PROTECT EXISTING PIPE INVERTS THAT DRAIN 10 ACRES OR LESS. A3 AREAS TO BE DISTURBED SEDIMENT STORAGE PIPE INVERT (CUT, FlLL, ETC.) FLOOD STORAGE ZONE RIP RAP HEADWALL / I r.49', NATURAL 5 3• _GROUND ' ___-__FLOW _-_-_- qf IV NOTE-y 1.5 ` CLASS 1 RIP -RAP FlLTER FABRIC DIMENSIONS ARE MINIMUM ACCEPTABLE #57 WASHED STONE UNLESS OTHERWISE MAX. SEDIMENT DEPTH(CLEAN OUT POINT) NOTED. SECTION THRU BASIN, FILTER AND CULVERT PIPE NO SCALE GRAVEL & RIP RAP HORSESHOE INLET BASIN NO SCALE C5 CG111 NOTE: STRUCTURAL STONE SHALL BE NCDOT CLASS "B" STONE FOR EROSION CONTROL PURPOSES. SEDIMENT CONTROL STONE SHALL BE NCDOT NO. 5 OR NO. 57 STONE. SILT FENCE '-6" MIN. F'Low 2 SEDIMENT CONTROL 3' MAX. STONE STRUCTURAL STONE SILT FENCE TOP VIEW SI SILT FENCE nn T rr\Inr MIN FRONT VIEW JUN 1 2010 SEDIMENT FENCE OUTLET NO SCALE CG111 CG112 a 3 00 0 N SEAL SMITHGROUP / CLARK-NEXSEN, A JOINT VENTURE 324 BLACKWELL ST STE 1104 DURHAM, NC 27701-3600 SMITHOROUP archRectme engineering inlacrs Banning T 202.842.2100 CLARK • NEXSEN T 919.828.1876 A/E INFO APPROVED FOR COMMAIRIER NAVFAC ACIMII' XXXXX SATISFALTORf TO DATE - DES VJC I DRWSBT OHKRLB «PM/DM» XXXX BRANCH MANWER XX CHIEF ENG/ARCH XXX <<XX>> XX o z U 120Z 0 J U g ' _J Z Q Y Z Z aC�C �0 W G j 12 t Q i > `< 0 ZZ a zo w0 0 J— CD Z_ Q� Z HD o w Q c� o O V) Lu 2� o ckf w� J w ~� w> J Z Q �¢ wZ LL !i a M a T a z = U OIL SCALE - AS INDICATED EPROJECT NO.: P1331 CONSTR. CONTR. NO. DN40085-09-C-3212 NAVFAC DRAWING NO. A5 12570427 SHEET 47 OF 8,32 CG504 DRAWFORM REVISION: 10 LURCH 2O09 C E I� C �A0 NOTES: 1. DRIVE STEEL FENCE POST AT LEAST 18" INTO SOLID GROUND 2. WOOD POSTS ARE NOT ACCEPTABLE. 3. USE STAPLES 1' APART TO ATTACH FABRIC TO "HOG WIRE" BAFFLE 4. SPACED AS PER APPROVED PLAN. HORIZONTAL METAL POST WIRED SECURELY TO VERTICAL POSTS "HOG WIRE ATTACHED TO POSTS WITH LENGTHS OF WIRE BAFFLE INSTALLATION - STEP 1 BAFFLES SCALE SEDIMENT STAKE SET 1.0' ABOVE BOTTOM OF BASIN HORSESHOE INLET PROTECTION 6" DRAWDOWN ORIFICE ENSURE SIDESLOPES ARE FULLY STABILIZED TO PREVENT EROSION BOTTOM OF BASIN TEMPORARY K NO SCALE 5. MATTING: PROVIDE MATTING TO MEET THE FOLLOWING REQUIREMENTS: 100% COCONUT FIBER (COIR) TWINE WOVEN INTO HIGH STRENGTH MATRIX THICKNESS 0.30 IN. MINIMUM TENSILE STRENGTH 1348 X 626 LB/FT MINIMUM ELONGATION 34% X 38% MAXIMUM FLEXIBILITY (MG -CM) 65030 X 29590 FLOW VELOCITY OBSERVED 11 FT/SEC WEIGHT 20 OZ/SY SIZE 6.6 X 164 FT (120 SY) "C" FACTOR 0.002 OPEN AREA (MEASURED) 50% TOP OF BAFFLE SHOULD BE 6" HIGHER THAN THE BOTTOM OF THE SPILLWAY BOTTOM OF BAFFLE IN TRENCH AND TRENCH FILLED WITH SOIL AND COMPACTED BAFFLE INSTALLATION - STEP 2 PLAN RISER RIM TRASH RACK HORSESHOE INLET PROTECTION BAFFLES (TYP.) C1 CG506 MENT BASIN N 6" DRAWDOWN ORIFICE oonnl � TOP OF BERM EMERGENCY SPILLWAY B1 CG50 OUTLET PIPE (SEE CG108) CONCRETE ANTI -SEEP COLLAR Cu STOI COIR FABRIC PERSPECTIVE VIEW 1'�� 2' #57 WASHED STONE CLASS I RIP -RAP HORSESHOE INLET PROTECTION NOTE: SEDIMENT BASINS TO BE DESIGNED AND CONSTRUCTED PER NCDENR EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. CG111 CG113 CG115 CG111 CG115 M113 JUN 13 2010 a °d 0o O 0 0 N SEAL SMITHGROUP / CLARK-NEXSEN, A JOINT VENTURE 324 BLACKWELL ST STE 1104 DURHAM, NC 27701J600 SMITHGROUP a¢hiteRure engineering interiors planning T 202.842.2100 CLARK • NEXSEN T 919.828.1876 A/E INFO FOR ODMIMIDER NAVFAC ' ACIMIY SATSFACTOW TO DATE — DES VJ C DRWS BT GHK R LI PN/DM» XXXX BRANCH MANAGER XX CHIEF ENG/ARCH xxx <<XX>> XX Z = U Z U Z g J J Z �Q = LLI W Q I O V) Z ZC) _ YO U 12 1 Q Q� O J L O w0 z J— Q� O z EE HD Q o U W Z U) O O C ) W w J 1..1- w t Q ��I Z J Z Q ¢F l4 E LaiZ __J Ir— Q a CL Z U r a Z U o � � SCALE: — AS INDICATE EPROJECT NO.: P1331 CONSTR. CONTR. NO. N40085-09—C-3212 NAVFAC DRAWING NO. 12570428 SHEET 48 OF 832 CG505 0 C 1 ► 2 ► 3 t 5 DRAWFORM REVISION: 10 MARCH 2O09 w I 8 on C AL ], Ak aL A, A, AIr. AIL aIL A& ails AIL AL JAL a, AL arc AIL �AU aIL AiL arL \ aIL AIL ''lL ■ - INN i w a J lL a MATCHLINE SEE SHEEP L-102 L_I 0 E3 ,�\\\►GA►if/ R/i od/2�' * 155 r*= SEAL SMITHGROUP / CLARK-NEXSEN, A JOINT VENTURE 324 BLACKWELL ST STE 1104 DURHAM, NC 27701-3600 SMITHGROUP a" algm e ng pianmg T 202.842.2100 CLARK • NEXSEN T 919.828.1876 A/E INFO FOR COMMANDER NAVFAC ACTMIY SATISFACM TO DATE — DESWEC I DRWLDM CHKWE( «PM/DM» BRANCH MANAGER CHIEF ENG/ARCH <<XX>> 0 < u < U E Z m ILL 0Z J 0 z�= o W Q I In z z Y Z C, Q W� z W 1 :;e 0 ~ Q z < Z z F-- Z 1a_ a � J a � 0 Q I— Z cr W VJ 'Zrt v O Z = W W Lo z J o Z00 w 55 Q Zs W W w � � J O J z wQo a Z z m w a U o SCALE: 1 =30 AS INDICATE EPROJECT NO.: P1857 CONSTR. CONTR. NO. 601 120' N40085-09—C-3212 NAVFAC DRAWING NO. 12569605 J U IN 1 8 2010 SHEET 85 OF 661 L-101 5 DRAWFORM REW": 10 MARCH 2OM C ,:. C 3 1 1 ''� J J N U O 2 N O s O r L] U N , J / E a F� U o `SF o F x 0 i 0 U C 0 c i Lij z w J L� 12 m 0 MATCHLINE SEE SHEET L-101 %do M w 2 El 2 All `8 7 8 x 14 8 0 14 `►0�\ & 3 7 1 GT .4 11 GO GRAPHIC SCALE I 1 "=30' JUN 1 « 2U'0 a a 00 O O o O N W D U K Z L U O o * 1556 s*_ Sm SMITHGROUP / CLARK-NEXSEN, A JOINT VENTURE 324 BLACKWELL ST STE 1104 DURHAM, NC 27701-3WO SMITHGROUP whiwwm eNmr'N mm� OwnIN T 202.842.2100 CLARK • NEXSEN T 919.828.1876 A/E INFO FOR COMMANDER NAYFAC ACIMIY SATISFACTORY TO DATE — 7 1 GT .4 11 GO GRAPHIC SCALE I 1 "=30' JUN 1 « 2U'0 a a 00 O O o O N W D U K Z L U O o * 1556 s*_ Sm SMITHGROUP / CLARK-NEXSEN, A JOINT VENTURE 324 BLACKWELL ST STE 1104 DURHAM, NC 27701-3WO SMITHGROUP whiwwm eNmr'N mm� OwnIN T 202.842.2100 CLARK • NEXSEN T 919.828.1876 A/E INFO FOR COMMANDER NAYFAC ACIMIY SATISFACTORY TO DATE — DESWECI DRwLQMj CHKWEC «PM/DM» BRANCH MANAGER CHIEF ENG/ARCH <ax» � 5 a U cZ--2 U Z LLS 00 Z YJ J g4 zoo > z WQ=CD z Z a Y 7N W 1 I., a O JZ Q Z 1— W Q C� G � Z Z a_ 0 iwl z w Z J/L U) g 0 Z w w_=Lo F- W 00 Z J :3 WUZ5 md� T Lu 0— F- i� w J Ii O J z Q ❑. w �! r Q aZ z � m U o � � scALE: 1 =30 AS INDICATED EPROJECT NO.: P1857 CONSTR. CONTR. NO. N40085-09—C-3212 NAVFAC DRAWING NO. 12569606 SHEET 86 OF 661 L-102 DRAWFORM REVISION: 10 MARCH 2OD9 0 AN I 2 3 4 I 5 AL C V UA U 4 0� AL AL 1Q CO 4 496 \JE 496 AL LC , \ A\\ c ,, ;$ e Li 17QP -AN I- -/Im GRAPH 1 "=30' 30' 60' 120' JUN 2010 �I _ CAR p����i LUZ sEu SMITHGROUP / CLARK-NEXSEN, A JOINT VENTURE 324 BLACKWELL ST STE 1104 DURHAM, NC 27701-3600 SMITHGROUP aRitjwbc engowng in+PriINS panning T 202.842.2100 CLARK • NEXSEN T 919.828.1876 A/E INFO ' FOR COMMANDER NAVFAC ' ACTNRY SAMFACTORY TO DATE — DESWEC DRWLDM CHKWEI «PM/DM» BRANCH MANAGER CHIEF ENG/ARCH <ax» 0 5 U Ld O Z O � J J zgc w� Z o W Q I In z Q z Y ZCF W G a z W O 5 z Z Q Q 0EE d I— z w z Z /a). V O Z W W a Ln z J T- o w U s z w Q zz w E o J z J Q N W i tr 12- z z d W c] 0 SCALE: =30 AS INDICATE EPROJECT NO.: P1857 CONSTR. CONTR. NO. N40085-09-C-3212 NAVFAC DRAWING NO. 12569607 SHEET 87 OF 661 L-103 C J lV 2 I 3 5 DRAWFORM REVISION: 10 MARCH 2009 C p I III 1 I 2 1 3 1 4 1 5 ri GRAPHIC SCALE I 60' 1201 JUN 1 S 2010 00 O � O O C4 u it SEAL SMITHGROUP / CLARK-NEXSEN, A JOINT VENTURE 324 BLACKWELL ST STE 1104 DURHAM, NC 27701-3600 SMITHGROUP archwtxe engiwmg mt rms planning T 202.842.2100 CLARK • NEXSEN T 919.828.1876 A/C iNro APPROYFD FOR COMMANDS NAVFAC ACM SAMFACTORY TO DATE — DESWECI DRwLQMj CHKWEC «PM/DM» BRANCH MANAGER CHIEF ENG/ARCH <ax» 0 5 U s LL i 0Z J Of z > o W Q I z 0 Z Cn Y Z o w U Q z (n z� W Q p a_ Cl aZ QC J 0 cG Z o V� Z w /� W z V ) / V O n W c/) A w a~ L'1 /_� z o Z co I Ld U w F- < LL r J Li O J z Q n W m< Q U <z= m o � SCALE 1 --=30' AS INDICAT EPROJECT NO.: P1857 CONSTR. CONTR. NO. N40085-09-C-3212 NAVFAC DRAWING NO. 12569609 SHEET 89 OF 661 L-105 I C 11 5 DRAWFORM REVISION: 10 MARCH 2009 mq 1 2 3 4 5 D QP ,5 1 rza s 2 K AA �,7 WHAND "" . a-w,,. �,�.-era, tea.;• ? :,?... RAC (Typ) 3 QB WY 0 1 I U TI LI VAUL Q 1 11 1 m C LERS REPAIR AND/OR REPLACE ADS DAMAGED TURF WITH SOD 20QA WHERE REQUIRED Y 20QA I A 1 m CONC HEADWALL STYE = MATCHLINE SEE SHEET L-104 MATCHLINE SEE SHEET L-105 m m 0 I I W IW (n W GRAPHIC SCALE 0 30' 60' 120' JUN 1 8 2010 CA ..`�2�`�•P�bS.•. cky9,� 9•. * 1556*= if Ild\ SEAL SMITHGROUP / CLARK-NEXSEN, A JOINT VENTURE 324 BLACKWELL ST STE 1104 DURHAM, NC 27701-3600 SMITHGROUP ardatedm encpneNring mLmspiannng T 202.842.2100 CLARK • NEXSEN T 919.828.1876 A/E WF0 N...4T1T FOR COMMANDER NAVFAC x7m SAMFACTORV TO DAZE — DESWEC DRWLDM CHKWEI «PIA/DM» BRANCH MANAGER CHIEF ENG/ARCH <<XX>> 0 5 U z ZU� : F s Lei 0 Z YJ O J Z 0 Z Ld ? O Z z Z F Y U Q w z w 2 O 5Z J CL 0 M � z W Z W Z O � Z w W t Lo Z J w :3LLI Z Q � � W J w C) z Q n w Cc aZz a o m U scALE: 1 =30 AS INDICATE EPROJECT NO.: P1857 CONSTR. CONTR. NO. N40085-09-C-3212 NAVFAC DRAWING NO. 12569610 SHEET 90 OF 661 L-106 0 C •J i 1 1 2 1 3 1 4 1 5 DRAWFORM REVISION: 10 MARCH 2O09 2 I 3 4 I 5 10 Ems, 3" ALL TREES TO HAVE SPECIMEN FORM WITH FULL, DENSE CROWNS 2 X 2 WOOD STAKES COMPACTED EARTH SAUCER 6" MIN. — 3" MULCH —� ROOT BALL UNDISTURBED SOIL SLIGHT RAISE BELOW ROOT BALL FALE PLANTING DETA B 1SE x ROOT HRU QA 1 NO SCALE 1 IL 3" MIN. MULCH REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL AFTER SEEP L PARTIAL BACKFILLING FINISH GRADE PLANTING SOIL MIXTURE SETTLING MOUND B PLANTING DETAIL PLANTING SCHEDULE KEY NOTE NUMBER SYM QTY BOTANICAL NAME COMMON NAME SIZE COMMENTS CALIPER HEIGHT SPACING TREES El GT GLEDITSIA TRIACANTHOS 'INERMIS' THORNLESS HONEYLOCUST 6" B & B El CK I CORNUS KOUSA KOUSA DOGWOOD 2" B & B El QB QUERCUS BICOLOR SWAMP WHITE OAK 3-3 1/2" B & B ❑e QP QUERCUS PHELLOS WILLOW OAK 3-3 1/2" B & B GROUNDCOVER E] VM 1 3858 VINCA MINOR PERIWINKLE 12" O.C. 3" POT E] OJN 1 2336 OPHIOPOGON JAPONICUS 'NANA' DWARF MONDO GRASS 12" O.C. 3" POT Q PO 1596 PORTULACA OLERACEA 'WILDFIRE' PURSLANE 12" O.C. 3" POT El AR AJUGA REPTANS AJUGA 12" O.C. 3" POT ROOF PLANTING 15 SAA 1220 SEDUM ACRE 'AUREUM' GOLDEN STONECROP 8" O.C. 72 CELL El SA 3046 SEDUM ALBUM WHITE STONECROP 8" O.C. 72 CELL +D SSW 2937 SEDUM SPURIUM 'WHITE FORM' WHITE FORM STONECROP 8" O.C. 72 CELL 1e TIC 2618 TALINUM CALYCINUM FAME FLOWER 8" O.C. 72 CELL 19 SK 1064 SEDUM KAMTSCHATICUM RUSSIAN STONECROP 8" O.C. 72 CELL ❑� MS 634 MISCANTHUS SINENSIS MAIDEN GRASS 36" O.C. 3 GAL. CONT. El OJ 1569 OPHIOPOGON JAPONICUS MONNO GRASS 12" O.C. 3" POT BC 16 BIGNONIA CAPREOLATA CROSSVINE 18" O.C. 3 GAL. COY. SWM LITTORAL SHE CO 51 CEPHALANTHUS OCCIDENTALIS BUTTON BUSH 20' O.C. 3 GAL. CONT. JE 2510 JUNCUS EFFUSUS COMMON RUSH 24" O.C. 3" POT LC 2510 LOBELIA CARDINALIS CARDINAL FLOWER 24" O.C. PINT CONT. PLANT LITTORAL SHELF IN EACH POND SHOWN ACCORDING TO THE FOLLOWING SCHEDULE: - AT THE HIGH END ELEVATION, PLANT BUTTON BUSH AT 20' O.C. AROUND THE PERIMETER - DISPERSE PLANTING ON LITTORAL SHELF WITH REMAINING PLANTS (COMMON RUSH AND CARDINAL FLOWER) AT 24" O.C. 0 e SPACING "D" ROW "A" 8" O.C. 12" O.C. 18" O.C. 15" O.C. 24" O.C. 21" O.C. 36" O.0 31 " O.C. SLANT SPACING uG/SNO SCALE EQ. PLANT (TYP) NOTE: GROUNDCOVERS AND PERENNIALS TO BE INSTALLED WITH TRIANGULAR SPACING PLANTS SHALL BE EQUAL DISTANCE APART SEE PLANTING SCHEDULE AND PLANT SPACING DETAIL FOR SPACING) 2" MIN. MULCH OVER ENTIRE BED; DO NOT COVER CROWNS OF PLANTS 2" MOUNDED WATER BASIN �I AO R0UNDCOVER DETAIL 100 SCALE CONTINUOUS PLANTING BED EXTENDING UNDER PLANTS; USE SPECIFIED PLANTING SOIL MIXTURE -SUBGRADE ree 0 ld__ IT n LAY SOD IN A STAGGERED PATTERN WITH STRIPS BUTTED TIGHTLY AGAINST EACH OTHER. A SHARPENED MASON'S TROWEL CAN BE USED TO TUCK DOWN THE ENDS AND TRIM PIECES. )D ACROSS THE DIRECTION DW WITHIN WATERWAYS. 1011 I0III CORRECT BUTTING - ANGLED ENDS CAUSED BY THE AUTOMATIC SOD CUTTING MUST BE MATCHED CORRECTLY. INCORRECT L _% n USE PEGS OR STAPLES TO FASTEN SOD lot T_1 FIRMLY AT THE ENDS OF STRIPS AND IN 6-10" PEG THE CENTER, OR EVERY 3-4' IF THE OR STAPLE STRIPS ARE LONG. DRIVE PEGS OR STAPLES FLUSH WITH THE GROUND. PEG OR STAPLE (TYP.) INSTALLATION SPECIFICATIONS: 1. MOISTENING THE SOD AFTER IT IS UNROLLED HELPS MAINTAIN ITS VIABILITY. STORE IT IN THE SHADE DURING INSTALLATION. 2. RAKE THE SOIL SURFACE TO BREAK THE CRUST JUST BEFORE LAYING SOD. DURING THE SUMMER, LIGHTLY IRRIGATE THE SOIL, IMMEDIATELY BEFORE LAYING THE SOD TO COOL THE SOIL, REDUCE ROOT BURNING, AND DIEBACK. 3. DO NOT SOD ON GRAVEL, FROZEN SOILS, OR SOILS THAT HAVE BEEN TREATED RECENTLY WITH STERILANTS OR HERBICIDES. 4. LAY THE FIRST ROW OF SOD IN A STRAIGHT LINE WITH SUBSEQUENT ROWS PLACED PARALLED TO AND BUTTING TIGHTLY AGAINST EACH OTHER. STAGGER STRIPS IN A BRICK -LIKE PATTERN. BE SURE THAT THE SOD IS NOT STREACHED OR OVERLAPPED AND THAT ALL JOINTS ARE BUTTED TIGHTLY TO PREVENT VOIDS. USE A KNIFE OR SHARP SPADE TO TRIM AND FIT IRREGULARLY SHAPED AREAS. 5. INSTALL STRIPS OF SOD WITH THEIR LONGEST DIMENSION PERPENDICULAR TO THE SLOPE. ON SLOPES 4:1 OR GREATER, OR WHEREVER EROSION MAY BE A PROBLEM, SECURE SOD WITH PEGS OR STAPLES. 6. AS SODDING OF CLEARLY DEFINED AREAS IS COMPLETED, ROLL SOD TO PROVIDE FIRM CONTACT BETWEEN ROOTS AND SOIL. 7. AFTER ROLLING, IRRIGATE UNTIL THE SOIL IS WET 4 INCHES BELOW THE SOD. 8. KEEP SODDED AREAS MOIST TO A DEPTH OF 4 INCHES UNTIL THE GRASS TAKES ROOT. THIS CAN BE DETERMINED BY GENTLY TUGGING ON THE SOD --RESISTANCE INDICATES THAT ROOTING HAS OCCURRED. 9. MOWING SHOULD NOT BE ATTEMPTED UNTIL THE SOD IS FIRMLY ROOTED, USUALLY 2-3 WEEKS. WITHIN SODDED WATERWAYS: 1. PREPARE THE SOIL AS DESCRIBED ABOVE. 2. WITHIN SODDED WATERWAYS, LAY SOD STRIPS PERPENDICULAR TO THE DIRECTION OF FLOW, WITH THE LATERAL JOINTS STAGGERED IN A BRICK -LIKE PATTERN. EDGES SHOULD BUTT TIGHTLY TOGETHER. 3. AFTER ROLLING OR TAMPING TO CREATE A FIRM CONTACT, PEG OR STAPLE INDIVIDUAL SOD STRIPS TO RESIST WASHOUT DURING ESTABLISHMENT. JUTE OR OTHER NETTING MATERIAL MAY BE PEGGED OVER THE SOD FOR EXTRA PROTECTION ON CRITICAL AREAS. NCDENR SOD INSTALLATION DETAIL ^J NO SCALE JUN 1 b 2010 a °d U rm �NiCAR7j/// �2 9 � �m�" 1556 E SEAL SMITHGROUP / CLARK-NEXSEN, A JOINT VENTURE 324 BLACKWELL ST STE 1104 DURHAM, NC 27701-3600 SMITNGROUP W[hitWtt e%mm g R teroS planning T 202,842.2100 CLARK • NEXSEN T 919.828.1876 ACE INFO ' FOR COMMANDER NWFAC ACTM SATISFACTORY TO DATE — DESWEC DRWLDM CHKWE( PM/DM» BRANCH MANAGER CHIEF ENG/ARCH <<xx» o 19 V U z z 1— > LI_i O Z J > K= ��0 o LW,I ¢ I Cn 1 z C)_ Z U Z a W ¢ Z W aZ H zo Q Q 0 J o ~ � W CL Q U cn c5 O z = w W a Lu Lo a_jo00 U z ::D[LW cai W LLJ O J z I.-¢ N W > r mE z z a m o SCALE: NONE AS INDICATE EPROJECT NO.: P1857 CONSTR. CONTR. NO. N40085-09—C-3212 NAVFAC DRAWING NO. 12569612 SHEET 92 OF 661 L-501 A C N li DRAWFORM REVISION: 10 MARCH 2O09 1 I 2 3 I 4 5 I, C 13 1 2 I 3 4 NOTES LANDSCAPE KEY NOTES �1 NOT USED n C.I.P. PAVING - SEE CML M NOT USED F4 NOT USED �5 NOT USED �6 NOT USED �7 PLANTING BED - TYPE 1 ❑6 PLANTING BED - TYPE 2 ❑g PLANTING BED - TYPE 3 1O PLANTING BED - TYPE 4 11 TURF GRASS PLANTING 12 PLAZA TREE-6' MIN. HEIGHT TO CANOPY 13 MULCH BED 14 IPE WOOD DECK/WALK 0 0 N GRAPHIC SCALE 0 30' 1 "=30' 5 120' JUN 1 S 2010 a �I> SEAL SMITHGROUP / CLARK-NEXSEN, A JOINT VENTURE 324 BLACKWELL ST STE 1104 DURHAM,NC27701-3600 SMITHROUP arnke kn e"pneemg IMenaa panning T 202,842.2100 CLARK • NEXSEN T 919.828.1876 A/E INFO FOR COMMANDER MVFAC ' 77 r�A�i�i�i� SAIISFACTORY TO DATE — DESWEC DRWLDM CHK`11%EI «PM/DM» xxxx BRANCH MANAGER XX CHIEF ENG/ARCH XXX <<XX>> xx o s z c� z � F- Li o U Z J z zgo z a WQ= U)z Z�= YO U _ w < ti Q � ~ > Qw_ J_ 0 Z z O a� zz >� w ZS �O J— Z Q c� w CLQ z F5 0 w = c C/) J LL1 = Q �~ J o Lj z LLJZ Q F- w z x w u- r J o J z Q a r Z a W K / a M a z z m w a o m U SCALE: - AS INDICATI EPROJECT NO.: P1331 CONSTR. CONTR. NO. N40085-09-C-3212 NAVFAC DRAWING NO. 12570436 SHEET 56 OF 832 L-101 DRAWFORM REVISION: 10 MARCH 2O09 C 101 L 2 ,J C E E U i w u BRICK WALL 181 I I �assaaws:.a 40 m I� alll��ll��,////Illlowl llllln 1 111111111111�1111� 3 GT 12 7 #++++' + +++ +++ • !«♦+++ ++«+++ + +a ++*+ 10 + + + + F F + + ♦ ♦ + + + + + + + + + + + ♦ + ++# .•••'���1111r1,1NMImMsmmnnnute' 4!.7. r++++++♦+ a ♦ ♦ { # # + + ♦ ♦ { + + + ♦ + 4 + + + a a { 4 + + ♦ + ♦ ♦ ♦ + + + + + ♦ a + + + {# ♦ ♦ 4 4 { i # i # + + 4 + { 4 + 4 4 ♦ { + + + + + + # + ♦ + + + ♦ + i + + + + + a + + # 4 # # + ♦ 4 ♦ 4 # + + ♦ + { 4 4 ♦ 4 4 4 + 4 + ♦ + { # ♦ 4 { i + F ♦ + 4 4 + ♦ a F + { i + ❑ + + # + + + # a + a # a 4 + # i 4 4 ♦ 7 # + + ♦ ♦ + + + + # 4 + 4 ♦ ♦ + # + ... + + + + # + + ♦ ♦ + + + a ♦ ♦ + + + ♦ + + a ♦ ♦ + + + ♦ ♦ + ♦ + # a ♦a4 4 # # + +# ++ +# a + a + ♦ p�—.t... • { .. + ♦ a ♦ a 4 h a 4 4 {} a + 3 } 0 SEE PROJECT P1857 - OUTPATIENT CLINIC ADDITION FOR WORK OUTSIDE THIS AREA L: I� GRAPHIC SCALE 5 D JUN 1 8 2010 a a a co O O o O N SEAL SMITHGROUP CLARK-NEXSEN, A JOINT VENTURE 324 BLACKWELL ST STE 1104 DURHAM,NC 27701J600 SMITHGROUP arducecnrce engineering inleriax planning T 202.842.2100 CLARK • NEXSEN T 919.828.1876 A/E rero FOR COMMANDER NAVFFACC AGRM /1/\/\/\I\ SATISFACTORY TO DATE - DESWEC DRWLDM CHK �I�IEC «PM/DM» xxxx BRANCH MANAGER xx CHIEF ENG/ARCH xxx <ax» xx o < aU� U z wo 0Z J Z Q z:5 LU z o Z I z �O z ¢ w � Q w Q Li `J J 0 Z aZ O Zz Qo WO ZU �p: :2j Q z LLJ ui Z A! ) O G /W VJ W= a z J o w> z =D Q tea= LLJ ;Z 0 0Jz LLI z cl- CM Q CM 0- w o m z m U � SCALE: — AS INDICATE[ EPROJECT NO.: P1331 CONSTR. CONTR. NO. 80' N40085-09—C-3212 NAVFAC DRAWING NO. 12570437 SHEET 57 OF 832 L-102 DRAWFORM REVISION: 10 MARCH 2O09 C C r� 2 LOCATION MAP (NOT TO SCALE) SYM °MCM" °N PARKING LOT ADDITION deboro ,� (Betas w, Bwn -`Ur \ „ , � y Trenton OAK GROVE �// � �/S.wn � � � • � ���CHERRY POINT i' ,�� 9e ockadb e aM. I Havelock marNAVAL HOSPITAL Hilk Cambrt Mays / RkAland. �� oreheod Gky 1av19a Ja nMb `r��.-,� �M�lo Raoeahll� j� Vron DEPARTMENT OF THE NAVY Dix ,Wdloee Folkvt n i � /- PROJECT Burgow o. R� SI TE Words Cer / G H petood �q ttH"A, CAMP LEJEUNE, NORTH CAROLINA � DMco \ WWnington IT ,e Lelond DRAWING INDEX C-1 LOCATION AND VICINITY MAPS, AND DRAWING INDEX C-2 STAKING AND STRIPING PLAN C-3 GRADING AND EROSION CONTROL PLAN C-4 LANDSCAPING AND LIGHTING PLAN C-5 DETAILS GENERAL NOTES 1. Existing features are based on Topographic Survey ` performed by Piedmont Olsen Hensley, Inc., on October 18, 1995, and on information provided by the owner. 2. Control Points and Temporary Bench Narks shown on these plans are steel pins driven in the ground, u.n.o. Elevation of Temporary Bench Narks and other grade points shown are based on assumed datum. 3. The Contractor shall employ a N.C, Registered Surveyor to lay out the work. 4. The Contractor shall request field location of existing utilities by the Base, Hospital, and any other affected utility owner, at least 96 hours prior to beginning work. 5. The Contractor shall verify the location and elevation of all existing features which affect his work. Notify the Contracting Officer of any discrepencies or conflicts before proceeding. 6. The Contractor shall maintain access to all existing roads and streets at all times, except as specifically permitted by the Contracting Officer. The Emergency Roan Entrance Drive is not to be closed or obstructed by the Contractor at any time. 7. The Contractor shall stake the clearing limits for approvo: ^•-�.* by the Contracting Officer, prior to clearing. Trees and woods to be retained shall be protected with construction fencing for the duration of the project. D E C E I V E r, r MAR 2 61996 D I r, PROJ D EZ� Plie�101senHensi� �— C-1 ZNGMZ= Aft'M"Vffl FLANN=s WAIMMW OF M NA11r NAV& FACUM SIMmiN traum0 MARINE CORPS BASE CAMP LEJELK NORTH CAROLINA OIL R M 90% SUBMITTAL OR a ears► PARKM LOT ADDITION aec P.0im LOCATION AND VICOM MAPS, AND DRAWM INDEX ewrm ere 90% SUB TTAL oenw OR = om MW in NAYFAC o11AAw Nule'e?ti AFrlwro Fero oN = DATE F 80091 IAIWACTONr TO DATE 00NM 0=1 Na W470-M*M U ✓s M M NOT® 1 Im 06-*7m 1 am i of 6 VICINITY MAP SCALE 1e=5000'1 r PERM. POOL Ma SfORAGE 4 �. 1. PERMANENT DETENTION POND/SEDIMENT BASIN 2. CONFIRM LOCATIONS AND ,INSTALL SILT FENCE AND CONSTRUCT c J' THE DETENTION PONDS WILL. ACT AS SEDIMENT BASINS DURING TEMPORARY DIVERSION DITCHES WHERE INDICATED ON DRAWINGS CONSTRUCTION. REMOVE SEDIMENTANDRESTORE THE. BASIN TO AND AS DIRECTED BY THE CONTRACTING OFFICER. ITS ORIGINAL DIMENSIONS "WHEN° SEDIMENT ACCUMULATES TO ONE FOOT. CHECK THE EMBANKMENTS, SPILLWAYS, AND OUTLETS 3. CONSTRUCT PERMANENT DETENTION -PONDS AS SHOWN ON THE FOR EROSION DAMANGE. INSPECT THE EMBANKMENT FOR PIPING DRAWINGS. PLACE #57 WASHED STONE AT POND RISERS. AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. ' REMOVE TRASH AND OTHER DEBRIS FROM THE RISER AND POOL 4. CLEAR, GRUB, AND'SIRIP TOPSOIL, TO LIMITS REQUIRED: FOR ' AREA. CONSTRUCTION. $TfiIC1tPILE TOPSOIL AND SUITABIE'FILL 2. SILT FENCE MATERIAL AND DISPOSE OF WASTE MATERIALS OFF SITE. ANY FABRIC WHICH COLLAPSES, TEARS, DECOMPOSES. OR -BECOMES INSTALL SILT FENCE AROUND STOCKPILES TO PREVENT SILTATION. LEGEND INEFFECTIVE SHALL BE REPLACED IMMEDIATELY. SEDIMENTTHE DEPOSITS SHALL BE REMOVED WHEN SEDIMENT BEHIND TH FENCE 5.. AREAS T.O BE LEFT bbRMANT FOR LONGER THAN 30 DAYS MUST BE REACHES SIX INCHES. TEMPORARILY STABILIZED"WITHIN 7 DAYS. EXISTING PROPOSED 3. STOCKPILES STOCKPILES SHALL BE CHECKED FOR SILT FENCE EFFICIENCY, 6. BEGIN CONSTRUCTION OF STORM DRAINAGE SYSTEIJ . AND INSTALL fA,xx X-)X spot arum SEDIMENTATION, AND STABILIZATION.INLET AND OUTLET PROTECTION AS SHOWN ON "THE DRAWINGS. . r1 .. ■ axle no-, 4. SEEDING, FERTILIZING, AND MULCHING 7. ESTABLISH FINISHED GRADES ON SITE PERIMETER SLOPES AT Oar ow SEEDED AREAS SHALL BE INSPECTED FOR FAILURE AND NECESSARY EARLIEST POSSIBLE -DATE. APPLY' PERMANENT SEEDING, THEN REPAIRS AND RESEE NG B hU ------ --- � DRAJ14AGE SCHEDULE STRUC,TUI2E DATA OUTLET PIPE DATA UPSTREAM WNSRA I IN OUT SIZE (IN) LENGTH (LF) SLOPE(%) 1-1 1-2 100.5 995 12 115 0.87% I-2A 1--2 100.5 99.5 12 13 7.69% 1-2 1-3 99.25 97.5 15 216 0.81 % 1-3 1-4 97.5 97.31 15 62 0.30% 1-4 OUTLET 97.31 97.0 15 9 3.49% 1-5 f_6 93.7 92.0 12 100 1.70% 1-8 t-7 92.0 90.1 12 80 2,38% 1-7 1-8 90.1 88.9 12 100 1.20% 1-8 OUTLET 88.65 88.05 15 62 0.97% L Df S SHALL E MADE WfTHfN TWE SAME SEASON, FER ZE AND MULCH.. Iv POSSIBLE. - - ... ,._..... wlc cww 5. CONSTRUCTION ENTRANCE AND EXIT 8. APPLY P£RMANENT,OR TEARY SOIL STABIUZA11ON WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION INSPECT CONSTRUCTION ROAD SURFACE" REGULARLY, MAINTAIN 1N Yf STN �: srof:u o OF THE SITE _ = - _ _ _ p C A CONDITION TO PROWIENT SEDIMENT FROM LEAVING THE SITE . , T+TE� AND TOPURESS WHEN NEEDED. 9. ALL EROSION AND. SEDIMENLCONTROL MEASURES 24ALL BE GjQING NOTES � w� O BE F8 6. CHECKINSPECT DAMS INSPECTED WEEKLY AN P AFTER EACH HEAVY RIAVf W-PRODUCING HA TO B ED St Ai. r INSPECT FOR SIGNIFICANT EROSION BETWEEN DAMS, INSTALL RA1NFAll. NEEDED REPAIRS SHALL BE MADE IMMEDIATELY. 1: SEE GENERAL NOTES, SHEET. C-1. 168 i 1 ri PROTECTIVE RIPRAP LINERS IN PORTIONS .OF CHANiV� INHERE ° UGW FlXfl1HE<Wmt RASE = �v'� a a i+' '�t HE�y EROSION OCCURS. REMOVE SEDIMENT ACCUMULATED ,'8mND THE 10. AFTER GROUND COVER IS WELL -ESTABLISHED AND THE SITE IS 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH :LOCAL, FlxtUl� ONLY DAMS AS NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION. LP SE STABILIZED, REMOVE ALL TEMPORARY MEASURES, REMOVE WASHED STATE, FEDERAL„ do DEPT. OF THE NAVY GUIDELINES. ADD STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT STONEAT POND RISERS. INSTALL PERMANENT VEGETATION TO THE cm g wmAND CROSS SECTION. AREAS DISTURBED BY THE TEMPORARY MEASURES. 3. ALL DRIVES AND LAWN AREAS SHALL BE FIISHED TO PROVIDE 13 No mmm 7. DIVERSION DITCHES POSITIVE DRAINAGE AND PREVENT SURFACE PONDING. REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR DIVERSION 11. REMOVE EROSION CONTROL MEASURES WITHIN 30 DAYS AFTER �'`�"� cm rl RIDGE AFTER EACH RAINFALL. FINAL SITE' STABI.fZAhOK 4. PROPOSED SPOT ELEVATIONS SHOWN ARE TO THE TOP OF �' "' ' . Xwow 'fit M 8. OUTLET STABILIZATION PROPOSED PAVEMENT, U.N.O. Sir ; INSPECT FOR ANY; EROSION AROUND OR BELOW RIPFI�+P OR IF O w' 120' STONES HAVE BEEN DISLODGED. 'MMT NEEDED R'EPOS TO PREVENT FURTHER DAMAGE. f ;_ , E DATE APR 1 - JULY 15 TIE TO EX. Pm. (TYP.) SEEDING SCHEDULE TYPE PENSACOLA BAHIAGRASS CENTIPEDE GERMAN MILLET on, ***RYE ?} } r k a D E C E I V E MAY 131996 D D E M PROJ # PLANTING RATE 50 LBS/ACRE 5 LBS/ACRE 10 LBS/ACRE 120 LBS,ACRE CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS, THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS; OTHER SEEDING. RATE COMBINATIONS ARE POSSIBLE. ***TEMPORARY - RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12" IN HEIGHT BEFORE MOWING, OTHERWISE FESCUE MAY BE SHADED OUT. ENGINEERS/ARCHInCTS,'MANNERS c _ 3 (f+ WAMMW Cr TIE wUfr RAM ItIIACLtIIB 91 t101/mm MARINE CORPS BASE CAMP LLEUNE, NORTH CAROLINA at, a 11110" PAFXM LOTTADOIitON arc P. almm NAVAL HOSIMAL am w'm4 wr. GRADING Alai giq" CONTROL PLAN -am OIt = ow =ff Lu VWX mwoom rwo ON aoc DATE F 80091 4320881 aApwm 70 DATE CaiB1R C+DIfIA Mo. 1 l4" W" "No rm owewm ar 11 5 IN EXISTING ROADWAY 1S RCP OUTLET PIPE W/ FLARED END SECTION IN. OUT-88.D5 EARTH DIKE-\ FOREBAY - _per-87A 3 1 15' RCP OUTLET PIPE r W/ FLARED END SECTION INV. OUT =97.0 EARTH DIKE FOREBAY 3 EXIST. FIBERGLASS SIGN 6't 5 QHIGH SIDE OF ORAAiE tCP.aF EiBAtITI NT 5- IR-881 SIDExom c 41 100 YR MAX 10 YR MAX Q LOW SIDE OF GRATE 1 RAINFALL WSEL- .81 WSEL>89.7 NORMAL POOL NCDDT STD. 840.22 0N.-815 1 EtEV+ 4 4d 0 Q EL�88.8 PROP. GRADE - - - 1 3 BOT. OF POND I i EL=8&8 3 CNP BARREL (ASPHALT COATED) WK SWALE APRON NOTE: ALL POND SLOPES TO BE 3HAV, OR FLATTER (PYC CONSTRUCT 9RICK DROP IPLEi (D) WEEP HOLES (NCDOT STD. 840.28) EL-88.8 WEST DETENTION POND MODIFY AS SHOWN COVER w/ 31T GAIN. HARDWARE CLOTH Lv POINT EL=10D.14 O HIGH SIDE OF GRATE 114ST DET. POND FAST BET. POND TOP p K{k T EL 90.5 N/A Q ow OR EL 88.4 98.2 sit Q � 0. 902 99.0 BM OF BAN EL 85.8 94.8 mom OF BARREL 2-12' IT (E)OST.) WM SLOPE OF Bk REtk 30' 0 0.5% N/A NOTE: FOR LOCA]lON OF PONDS, SEE DRAW C-3 EXIST. ROAD 100 YR MAX INV. 0b9681 1 E IZT. GROUND WSEL=99.10 10 YR MAX Q LOW SIDE OF GRATE 1' RAN ST 93 4 WSEL=98.87 NORMAL P001. NCDOT STD. 840.22 IN•=96.2 — - — - — r E7,9UJ 0 v EL=97.20 -- GRADE DITCH WDTH OF STONE ELM. AS REQUIRED 1 L — BOT. OF POND 1 I �' , r ` EX 1A C5P EARTH EIERN 3 EL=94.0 (RETAIN} `�1 (� �S PVC ���/// 6' 18• CONSTRUCT BRICK DROP INLET (D) EL-97.20 NOTE'_ ALL POND SLOPES TO BE 3HAV, OR FLATTER (NCDOT STD. 840.28) COVER W/ 3/ir GALV. HARDWARE CLOTH ` MODIFY AS SHOWN EAST DETENTION POND t CLASS B STONE DETENTION POND #57 WASHED STONE 5 INLET OUTLET DETAIL s TEMPORARY ROCK CHECK DAM C -5 NO SCALE C- -5 NO SALE _. 5/16' 0 HEX HEAD HOT DIPPED GALVAMRED BOLT SIGN FACE ALUMINUM SHIM 1 (3 1/T x 3 1/2' x 1/8') 7ON WASHER 7/Ir Op, 31C LID., 1/16' THICK, REQUIRED FOR DICAPSULAIED LENS SHEETING SI(19S ! 'tf CHANNEL POST . LODWSHER ® VANDAL-F RIP -RAP APRON DETAIL PRM ATTACHMENT SIMILAR TO E I 4 C- -5 NO SCALE r PROP. GRAM j4 0 8' O.C. E•W. ART do HORIZ. 3Ei � SECTION A -A 14't (VERIFY) — A �o� SIGN ASSEMBLY DETAIL 3fC-5J NO SCALE NOTES: 1. STOP SIGNS SHALL BE 30', AND COMPLY WAN MUTCD STANDARD Rt-1 2. POST SHALL BE 1 PIECE, OR SHALL HAVE MIN• 3' OVERLAP SPLICE W/ 3 B(XTS. 3. BOTTOM OF SIGN SHALL BE 5' FROM NORMAL GROUND ELEV. 4• BASE OF POST SHALL BE DRIVEN A MIN. OF 3- BELOW NORMAL (MOUND ELEV. EXIST. FIBERGLASS SIGN 10 GAGE LINE WE 2' BITUMINOUS CONCRETE i `�). SURFACE COURSE, TYPE 1-2 �OQ 0 J�0���I —fr COMPACTED BASE COURSE AGGREGATE Q 0'° U c' (D � � ,� \/\ \/\��\\� j \` •=- COMPACTED SUBGRADE tlQTF:e• 10-0' MAX CENTERS 1) WOW POSTS TO BE BURIED A MINIMUM OF T-T, STEEL POSTS TO BE BURRED A MINIMUM OF 2 0' 12 GAGE 2) INSTALL SILT FENCE W X SHOWN ON DRAWINGS Ili-- `!!` '�i. ''�11- : «• SILT FENCE C— —5 NO SCALE TEMPORAR NO SCALE Y DIVERSION DITCH FLOW FILTER FABRIC TO BE BURIED UNDER EXIST. GRADE OR AS REQUIRED BY THE ENGINEER IS SLOPE, MAK la SECTION •. `>•- is • • • ":: '� •.l �• i •'i • � .� . �N.� �/•!.: 0 O DIVERT RUNOFF FROM 71•O, GRAM! ENTRANCE O0.0as TO 0ROAD, L04M - 50,0',GRADE 0 ®TEMPORARY CONSTRUCTION GRA FILTI WRE SCREEN - RUNOFF WATER WTH SEDIMENT