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SW6120602_APPROVED PLANS_20121004
STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW DOC TYPE ❑ CURRENT PERMIT APPROVED PLANS ❑ HISTORICAL FILE DOC DATE YYYYMMDD ynQp ( swtrl2otnnz Boy I r73 N O O N rl 001� US Army Corps d of Engmineerse 0 Wilmington District Mason&Han 9 er ow A Day & Zimmermann Company 0 H rn �o a Security Operations Training Facility Q Ft. Bragg, North Carolina � u • N 4m C A Solicitation No. W9;L2HPml MXM5002 _, O bo f,,p}"S ov!?d sfor nwat,? r Permit 1--vY7Gllmerit' „ str��tior fn aCtordan S +1 stormwater perrrld Nor!h Carc,.na. O t lrrnwa' dealgilel certi4y c'_xtform ty with the 1(1 )t3, fr/ R-U P_ TTTTTT Et 4k .�.j ,! J%;si,':- .i'.12�fif � �� •° � J J { °°" "� 11440 _ FOR OFFICIAL USE ONLY . r��. li .. � ti.�s r .!.��r^..,-.. i .._ - ..� .'�� .. t... (} ... 1•f Y� , J,;I Y1.f t.. pl �. - .- ;' 1 2 3 4 1 5 -�2 �Co12C�C�o� , I . , U_ . , 9 1410] NORTHERN TRAINING AREA AND THE OVERHILLS AREA. OLD FORT BRAGG BOUNDARY < r LEGEND: MAJOR ROADS STREETS 111111111 RAILROADS ---------- INSTALLATION BOUNDARIES ® INTERSTATE ROUTE 01 U. S. ROUTE 87 STATE ROUTE LAKES ,2OPD L�V'C'K�N D SAT /SUN /HOLIDAYS 0900-1700 ACP#8A R� 2 ACCESS CONTROL _ - AND TRUCK INSPI G ACP#4 DEFENSE REUTILIZATION MARKETING OFFICE (DRMO) BLDG. NO. J-1334 ACP#3 ACP#2 FORT BRAGG CANTONMENT SCALE: 1"=3000' i W III I POST ACCESS CONTROL POINT (ACP) PLAN I I I 7 ACP NUMBERS 1, 4,7, 8, 11, 13 OPERATES 24HRS/ 7 DAYS A WEEK- ALL PROCESSING 'ACP NUMBERS 3, 9, 10 OPERATES 24HRS/ 7 DAYS A WEEK- DECALS ONLY ACP NUMBERS 2, 8A, 12 OPERATES 16HRS/ 5 DAYS A WEEK- DECALS ONLY TRUCK PLAZA OPERATES 24HRS/ 7 DAYS A WEEK- TRUCK INSPECTION PLAZA " = ROAD CLOSED WITH GATES OR BARRIERS ALL VEHICLES ARE SUBJECT TO SEARCIP REGP'RDLESS OF WHETHER THEY HAVE A DECAL, HAVE A TEMPORARY PASS, OR HAVL NEB HER. ALL CONTRACTORS COMMERCIAL OR PRIVAYELY OWNED VEHICLES REQUIRE REC ISTtzATION. — w--- ACCESS ROUTE TO SOTF I I , l I l I 1 1 , 1 1 1 \ , 1 1 l I 1 I ! 1 h I I h l , 1 5 h , 1 1 ! I i RALEIGH 421 501 64 64 WILSON ASHEBORO ' 1 70 220 401 40 95 SANFORD SMI HFIELD 117 a21 GOLDSBORO BISCOE 1' DUN 70 FORT BRAGG kk401 30 o MT. OLIVE ! 421 40 FA TTEVILLE N 1 t5 74 401 CLINT 5B1 ROCKING M 301 1 95 117 LAU BURG 87 701 74 WALLACE 501 LUMBERTON 15 ELIZABETHTOWN 401/ if _ [� 421 9�0 ��l,L 74 `15 301 u7 DARLING 9 76— 74 40 HITEVILLE 76 Tel WILMINGTON VICINITY MAP N.T.S. LANDFILL DISPOSAL REQUIREMENTS I 1. FORT BRAGG HAS THREE NON -HAZARDOUS SOLID WASTE DISPOSAL SITES, WHICH ARE PERMITTED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES (NCDENR). THEY ARE LOCATED OFF LAMONT ROAD, WEST OF FORT BRAGG'S CANTONMENT AREA, BETWEEN LONGSTREET AND MCKELLAR ROADS. TWO OF THE SOLID WASTE SITES ARE PERMITTED LANDFILLS WHICH ACCEPTS WASTE FROM FORT BRAGG AND POPE AIR FORCE BASE. THESE LANDFILLS ARE FOR CONSTRUCTION AND DEMOLITION DEBRIS (C&D) AND RECYCLING COLLECTION AREA. THE OTHER PERMITTED SITE IS THE MUNICIPAL SOLID WASTE (MSW) TRANSFER STATION FOR THE TRANSFERRING THE MSW OFF FORT BRAGG TO AN APPROVED AND PERMITTED LANDFILL. 1 �\ 2. THE LAMONT ROAD LANDFILL IS OPEN FOR OPERATION BETWEEN THE HOURS OF 7:30 AM AND 3:00 PM, MOND" THROUGH FRIDAY EXCEPT FOR THE HOLIDAYS LISTED. THE LANDFILL IS CLOSED ON NEW YEAR'S DAY, INDEPENDENCE DAY, THANKSGIVING DAY, AND CHRISTMAS DAY. ' 3. THE CONSTRUCTION AND DEMOLITION LANDFILL IS PERMITTED FOR DISPOSAL OF CONSTRUCTION AND RENOVATION DEBRIS: , PLYWOOD, FIXTURES, ELECTRICAL MATERIALS, DOORS, PAINTED WOOD, NON -RECYCLABLE CONCRETE, WINDOWS, DRYWALL, SHINGLES, VINYL SIDING, PLUMBING MATERIALS, AND TREATED WOOD. ASBESTOS IS DISPOSED IN A DESIGNATED CELL WITHIN THE C&D 1 LANDFILL BYTHE LANDFILL OPERATOR. THE ASBESTOS WASTE SHALL BE PROPERLY BAGGED OR ONTAINED AND WITH MANIFEST DOCUMENTS bFFORE ACCEPTANCE FOR THE WASTE BEFORE PLACING INTO THE C&D LANDFILL. CONTRACTOR SHALL NOTIFY LANDFILL %v 24 HOURS IN ADVANCE OF ASBESTOS DISPOSAL AT 910-396-6873. YARD WASTE IS NOT ALLOWED IN THE C&D LANDFILL. ,%yEa1 4. THE TREE AND YAK-) WASTE RECYCLING COLLECTION AREA IS PERMITTED TO ACCEPT YARD WASTE, TREES CUT IN MANAGEABLE LENGTHS (W), STUMPS, : IMBS (6' LENGTHS), UN -PAINTED AND NON -TREATED WOOD, GRASS, LEAVES, PINE NEEDLES, PINECONES, AND ANY NATURALLY OCCURb IG VEGETATIONS. 5. THE CARDBOARD RECYCLING COLLECTION AREA IS PERMITTED TO ACCEPT ANY TYPE OF CORRUGATED CARDBOARD, WITH THE FOLLOWINGS EXCEPTIONS: NO PAPERBOARD, FOODBOARD, AND NO WAXED CARDBOARD. ANY CARDBOARD CONTAMINATED WITH FOOD SHALL NOT BE DISPOSED OF IN THE CARDBOARD RECYCLING COLLECTION AREA. 6. THE CONCRETE RECYCLING AREA IS PERMITTED FOR DISPOSAL OF CLEAN CONCRETE BRICKS, AND ASPHALT DEBRIS. CLEAN CONCRETE MUST BE SEGREGATED FROM OTHER WASTE FOR RECYCLING- CLEAN CONCRETE SHALL BE FREE ASBESTOS, FREE OF LEAD -BASED PAINTS, AND FREE OF HAZARDDOUS MATERIALSIWASTES. NO MASTIC AND NO TILES ARE ALLOWED IN CONCRETE RECYCLING AREA. #$ T THE PALLET K�CYCLING AREA IS PERMITTED FOR DISPOSAL OF WOOD AND METAL PALLETS ARE ACCEPTED. PALLETS MUST BE I STACKED NEATLY 'N DESIGNATED AREA, 8. THE METAL RECY(., ING AREA IS PERMITTED FOR DISPOSAL OF ANY SCRAP METAL GENERATED FROM THE CONSTRUCTION SITE. SCRAP METALL SHALL t^ SEGIrFGATED BY ALUMINUM, BRASS, COPPER, AND STEEL AND PLACED IN THE APPROPRIATE CONTAINERS. CONTRACTOR SHALL REM-)VE ALL TYPES OF MATERIALS ATTACHED AS MUCH AS POSSIBLE. 9. THE CONCERTINA RECYCLING AREk IS PERMITTED FOR DISPOSAL OF CONCERTINA WIRE. CONTRACTOR SHALL ENSURE PROPER SAFETY PRECAUTIONS ARE IMPLEMENTED WHEN HANDLING CONCERTINA WIRE IN THIS AREA. 10. THE WASTE TRANSFER STATION (WTS) ACCEPTS MSW WHICH INCLUDES GARBAGE, PAPER, PLASTIC AND HOUSEHOLD WASTE FROM SUPPORT ACTIVITIES, TROOP BARRACKS AND MOTOR POOLS AND FORT BRAGG'S FAMILY HOUSING. THE MSW IS PREPARED FOR SHIPMENT AND IS TRANSPORTED TO AN APPROVED AND PERMITTED LANDFILL OFF FORT BRAGG. 11. TIRES ARE PROHIBITED FROM BEING DISPOSED IN FORT BRAGG LANDFILLS. 12. HAZARDOUS WASTE AND LIQUID WASTE ARE PROHIBITED FROM BEING DISPOSED IN FORT BRAGG LANDFILLS. 13. APPLIANCES/WHITE GOODS WHICH INCLUDE ITEMS SUCH AS, WASHERS, DRYERS, REFRIGERATORS, AND AIR CONDITIONERS ARE BANNED FROM THE RECYCLING AREA, C&D LANDFILLS AND THE WTS AND SHALL BE DISPOSED THROUGH THE PRIME CONTRACTOR WITH AN OFF -POST SALVAGE COMPANY OR THROUGH DEFENSE REUTILIZATION AND MARKETING OFFICE (DRMO). 14. ALL LANDFILL USERS MUST DELIVER LOADS PRE -SEGREGATED FOR DELIVERY TO THE LAMONT LANDFILL. ALL LANDFILL USERS WILL RECYCLE TO THE MAXIMUM EXTENT POSSIBLE. 15. A LANDFILL DISPOSAL PERMIT IS REQUIRED TO ENTER THE LANDFILL. OBTAIN A LANDFILL PERMIT BY COORDINATING THRU THE CONTRACTING OFFICER REPRESENTATIVE AND APPROVAL AND ISSUED BY THE SOLID WASTE MANAGEMENT FROM THE DIRECTORATE OF PUBLIC WORKS (DPW), ENVIRONMENTAL SUSTAINMENT DIVISION (ESD), PHONE NUMBER (910) 396-3372. 16. STATE LAW AND POST REGULATIONS REQUIRE COVERING OF LOADS TO PREVENT LITTER. 15A NORTH CAROLINA ADMINISTRATIVE CODE 13B.0105(D) STATES: 'VEHICLES TRANSPORTING WASTE SHALL BE LOADED AND MOVED IN SUCH A MATTER THAT THE CONTENTS WILL NOT FALL, LEAK, OR SPILL AND SHALL BE COVERED WHEN NECESSARY TO PREVENT BLOWING MATERIAL. IF A SPILL OCCURS, THE. TRANSPORTER SHALL PICK UP THE MATERIAL IMMEDIATELY, RETURNED TO THE VEHICLE AND THE AREA PROPERLY CLEANED -UP." 17. PRIME CONTRACTORS ARE RESPONSIBLE FOR THE WASTE GENERATED ON THEIR SITES AND TRANSPORTED TO THE LANDFILLS AND SHALL COMPLY WITH ALL GUIDANCE WITHIN THE PROJECT DOCUMENTS. THE LOADS COMING INTO THE RECYCLING AREA AND C&D LANDFILLS AND WTS ARE SUBJECT TO INSPECTION AND SCREENING BY THE LANDFILL OPERATORS AND/OR THE ENVIRONMENTAL COMPLIANCE BRANCH PERSONNEL TO ENSURE COMPLIANCE IS BEING MAINTAINED. NON -COMPLIANT LOADS WILL NOT BE ALLOWED TO DUMP AND THE VEHICLES MAY BE QUARANTINED AND SUBJECT TO STATE NOTIFICATION. CONTRACTOR SHOULD VISIT WWW.BRAGG.ARMY.MILIENVBRISOLIDWASTE.ASPX FOR ADDITIONAL LANDFILL REQUIREMENTS. US Army Corps of Engineers Wilmington District IIIIIIII� INNI� w tii z m 0 0 O c yl LU U LLj 3 Z o w m m m 0 N z fV m } (a o heLLo ¢ ' G 3i U 3 p U J a ! wWU Zzof woQLLZ _ o ZZ C) p d O QW 0 Z � J_ '1Anal U Q Q ZU_Z pUzi a?O CUa. Z{gF- w Z N�Z Q ¢H LU LU O a. Q O m LL U W W PLATE NUMBER G-100 SHEET 4 OF 134 ' FOR OFFICIAL USE ONLY ' �!.- �I }••�-1 I r i 1 hI.•'' / I •, � '�'� •�Ll .�, 1 I '% 'I i� � 1 I � r II; E � �'••1 1 + e"�,1 �f; ! I 7., i. r1 ;,o Ir• � 1 :{ r � i^ib:" r '` S I I f r. I I r I '. r1 � . i' ri ir�I.1 ��.. r�11 r `'iLI Ir'4lill; r , 1 eA 3 4 5 , 0 , , , VERTICAL AND HORIZONTAL CONTROL POINTS NAME COORDINATES FT ELEV DESCRIPTION NORTHING FASTING TBM #1 510461.03 1975890.70 293.48 #5 REBAR TBM #2 510191.21 1976003.16 309.90 #5 REBAR TBM #3 508947.06 1976384.55 348.42 #5 REBAR TBM #4 508630.10 1976539.17 358.19 #5 REBAR HORIZONTAL DATUM: NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NAD83 VERTICAL DATUM: NAVD 88 GAM \ \ I E. E• 901.CMPi:' HAP OITCH RIP- RAP QTQ, RIP. RAP 41.6d' Oil / IE'3i \\ ` Iml RAISED cow J40` 3t I _� I Ll FNCE Ea 32' 46 26 -r� � I r � °� � '�� `ti'���—R"��. a Raw � ��y�4_—��_4^ -w � � t�s •rt♦ � .� - y, �=.ice � � � ram.-- � \ ` +• `SE\ _ _h_ _ _ h — —h_ _ _ _ _4►. _ _ soh_ _ _h_ _ ti .` _ _ _ � _ _ .' _ sy_ _ _ _ _h—�- _ _h_ _ _ ._ _ _ _ _y_ �. � .�� _�a_ _ti ------- r- 5-ROAD'-----_ __ - --\ -- }-------_ _� ,- -------------------�--- --�� _ --- l-- �-_ - - - - _-�-------- I� 30' / 4 6 4 4 � `t.,�• >IP RCPy� ` r tic / IEamar � � -- ✓ /J 46 �EIOOF PIPE ; — °1r 4' ' 1 I 1 ((/ f REFER TO SHEET V-110 REFER TO SHEET V-111 ~ `— —~ — = �� REFER TO SHEET V-11 FOR ENLARGED SURVEY PLAN FOR ENLARGED SURVEY PLAN _ =� FOR ENLARGED SURVEY I I I EY PLAN / r 1 — r � W � r � i o� 9 3 r U ' g A S P c W 0 0 SURVEY INFORMATION: `o JUNE 2011 ca RICHARD L WOOTEN JR LINDBERr3H & ASSOCIATES 2170 ASHLEY PHOSPHATE ROAD, SUITE 504 r CHARLESTON, SOUTH CAROLINA, 29406 "' PHONE: (843)553-6670 FAX (843)553-0755 ' O O 9� aseorq GENERAL NOTES 1. U.S. ARMY CORPS OF ENGINEERS JURISDICTIONAL WETLAND DETERMINATIONS HAVE NOT BEEN MADE FOR THIS SURVEY. 2. THE AREA SHOWN ON THE PLAT IS A PROJECT AREA. THIS PLAT SHOWS THE OBVIOUS AND APPARENT UTILITIES AND IMPROVEMENTS LOCATED WITHIN THE PROJECT AREA. 3. EVERY EFFORT HAS BEEN MADE TO LOCATE EXISTING UTILITIES ON THIS PARCEL. THE UTILITIES SHOWN HEREON HAVE BEEN MARKED IN THE FIELD BY DPW, FORT BRAGG. DPW CONTACT FOR THIS MARKING WAS CAMILLE COLE, INSTALLATION PM, CONTACT 901-396-5300. ALL UTILITY LOCATIONS TO BE CONFIRMED WITH THE PROPER UTILITY PRIOR TO ANY SITE DEVELOPMENT. 4. VERTICAL DATUM BASED ON NAVD88 5. SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR EASEMENTS OF RECORD, ENCUMBRANCES, RESTRICTIVE COVENANTS, OWNERSHIP, TITLE EVIDENCE, OR ANY OTHER FACTS THAT AN ACCURATE AND CURRENT TITLE MAY DISCLOSE. 6. SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT EXAMINED OR CONSIDERED AS A PART OF THIS SURVEY. NO STATEMENT IS MADE CONCERNING THE EXISTENCE OF UNDERGROUND OR OVERHEAD CONTAINERS OF FACILITIES THAT MAY AFFECT THE USE OR DEVELOPMENT OF THIS TRACT. 7. THE EXISTENCE OR NONEXISTENCE OF WETLANDS ON SUBJECT PROPERTY HAS NOT BEEN DETERMINED BY THIS SURVEY. 8. SUBJECT TO ALL EASEMENT. RIGHTS -OF -WAY, AND OR ENCUMBRANCES THAT MAY EFFECT THIS PROPERTY. 60' 30' 0 60' 120' 180, GRAPHIC SCALE: 1 60'-0" US Army Corps of Engineers Wiimington District IIIIIII VIIIINI IIIIII�� 0 t- U w rra m 0 O W W C > W LLJ U 0 V Z 3 O di W J LL m W m � W � N N {a 0 W m _ Y a U Z_ 0 ch pw W (� c W � � zzly p 'b Z u" Z 0 �X� 1POW4%k ¢oz J U Zu- Z O0-i a?O z -iqz_� pf O¢V a ~�'_ DUO0 w ~ co z {n J (W) w¢ <0m O 0)RLL 0 W N PLATE NUMBER V-1 00 I SHEET t2 OF L" FOR OFFICIAL USE ONLY - _•_• _ r i �^ - ,u •, ��M. j ',l. .�...a t 1 ,2.; .... ,... _. ......., ., ,. ... ,. .. ., Li.. >.l:.,1� .!�, _...,f.ii 14i,.1, ..{S Y .4..w_. Lkl:t�'ia 'I C l Ax 1Q2 �eoll'- -5 ]Z 6 W Z- 1 2 3 I 4 01 1 �\ o! I/ \ \• 1 I D \�� /19 � \ 11 ! 1 �f f I � � •� �� 1 + i 1 j yj 1 —�x — 1 1 if RAISED LAB4° I 1 x C N 1 r l I I 1 1 I 1 1 \ 10 ul s CHAIN 4 1 I 1 1 \ LIN&FENCE x f I 1 11 1 ! \ 1 \ C 1111 �� r 1 1 1 1 1 \ 1 f 4 0 1 ` \ F I \ r wx 1 xv \—w �\ ���--- -w wx wx wx� x� wx w - ~`~ 1 1 a t� x wx �yy V wx — ,LA + z + z II _ kb I�• QUSE �� — — \x�— — ~� X— —_—� —x3— - - �- 1 x� \ \ K \\ \\ \\ \� N\ \ ,'\ \ \ \ 1 1 MC KELLARS IOAD�_-�__ __________ \ --------!----- --------- -------------�- -------sue --- -,��---- \----�--- L-------C------�---------t ----- I-----------� r-` f} ---- --- �_ _-----------r--------_-_ / / ! I + w / j / // : / // l \ 1 1 (T 1 g A 1 LL z,� L_...__.....___--- ' I 1 6'dlHAIN I I I �� �\---..--- � LINK FENCE 004�___---•--- sN� � FOR OFFICIAL USE ONLY -- 7 1•i i, 1 .. ,p • 5 KEYMAP GENERAL NOTES 1. REFER TO SHEET V-100. 20' 10' 0 20' 40' 60' GRAPHIC SCALE: V=20'-0" US Army Corps of Engineers Wilmington District 11111111� IIIINII� IIII�I� z a w U) m LD uj ❑ � a W LL: w U ui ❑o U z 0 lit Q z U. � c m m Npp N lO 0 U w O m i U Y Q O o > ❑ U Z_ J a OWL) = wC7H zzi ca ZO coo C }a0 ¢oz _ jemkIf lzu-z Q San z a?0 g _,z_w W�u W z It 0ZW D N�Z W a /17 \0.! w �n U W a. J 0 m (nZEu- W ZE D W PLATE NUMBER V-110 I SHEET t3 OF tu 1 2 3 1 4 5 &1Z-66aZ C 10 U. 0- cm s� a- N A X X X X X X \ \ 1 \ \ RIP- RAP DITCH 0 o _ � o o o a � a 0 _ � o _ o 0 0 30" RCF7 wv \ IN,_� \ _� `� W —W_% _ Wz Wx Wx x "r=_ x x �� x 1 \_ ��-wx�� Wz _ Wx x—��� x � _ _� 1 X. MC KELLARS RQAD \ \ \ \ \ \ \ \\ \\----------------------------------- --------------- ---- --- ----- u x / �«� — x —y — — — E ' Fx E / Ex Ex Ex Ex PW l� 30" RCP B \ `\ ,�\ \\ \\ \\ \OWER \ / 5'xx5' BOX —__ 1 1 \ KEYMAP GENERAL NOTES 1. REFER TO SHEET V-100. I.144 G ��rft[II4r��� a 20' 10' 0 20' 40' 60' GRAPHIC SCALE: 1"=20'4" US Army Corps of Engineers Wiimington District 1 eiuAi1 INIIIII� III INII 11111111� N LLI z a W c9 o LW W Z r o w 3q Ir U Q E m m w C7 U J O z Y N N w w U O U Z_ c U)w�° w U RQ lyv Wz�C ZWO 'N WOz a �Co C7WWI ¢Oz J_ J U Zz z 50M �?O a �� z 0�U W ZHF 0 H CO-Z W U (9 C7 LIJa. wpm z W U) U. W U) PLATE NUMBER V-111 SHEET u OF U4 FOR OFFICIAL USE ONLY — r T F-r —;i. ..r �,. �.._ ..T�.,.,.,. — -- — - , -� t , ' a v—T r. 'r. ,'e :��• ,veer, •: r ,, rr{Mz• P:1O11601 - (69277) Ft. Bragg SOTF Entry Control Point\Con_Docs1CAD Sheets\Civil\Don Higgins Set1BEBV-112.dgn 617/2012 2:47:16 PM 9 f n k I 1 � x � I � / 1 �" D — r r � r � r N O 0 0 N 0 M C C� p -� m m N X / / / / / f 111�1 11r � II I I I r l / I I / f m rw0 ! I! r f wo0l � � I o Ix I Ow r i �ti I no : / Cn e;;; o / ----fix --- ---- r y y l l 1 x ��--�--__ - -�--------------- 1-1 n Ix L i i 0- Fn rnOCZ w n om� \ I / f A I I � � / I 1 Ir' I i � \ \ \ \ nDm I r l mom ( mO Q0I f � r I I N� I r 1 1 III 1 I I I \�� CN rI I r 1 , / I o C) 1110- I I J, ��•4. � rp•�~�1^ \ r Y �• — � , SOF ACCESS CONTROL POINT SECURITY OPERATIONS TRAINING FACILITY FT. BRAGG, NORTH CAROLINA SITE ENLARGED SURVEY PLAN U. S. ARMY ENGINEER DISTRICT CORPS OF ENGINEERS WILMINGTON, NORTH CAROLINA (� I I MasonJanger ,e A Day &'Zimmermann Company DESIGNED BY: REVIEWED BY. J. LOCK CHIEF DESIGN S CHK BY: DRAWING CODE: V. ADKINS DATE: FILE NAME: March 12, 2012 SEBV-112.dgn G) im M m Z o M M m C r o x0 0 �rn y / x x x u x x x a x x x E3 x l (3n f 11 f 1 r it --'e Si-i—{.�.� 1 VI \ VI 1 1 VI■ \1.� V V� V �� ■ l24 1 I 2 3 4 , , m tL C L7 n i3 7 i � iF " _ E' t; ���# ��• f'ti � ifs j� i o � S I \ ✓ E 1, 976, 365.61 50- r �...� RAISED CON C SLAB t N 509,686.87 i U E �}T±], .__.._�� #i ;o � LINE I°FNCF �\ jf N 09,64#.37 E 1,976,132.01 wx j wX --- E 1,076,3 2.27 �O 5 _ - N 509,552.35 7 -1 E 1,976,239.97 13 , 2 4 g 5'x4' �—r O PASS OFFICE 11'8"x6' Affujvu� N 509, 7 0.88 E 6,3694 5 N 509,708.08 •E 1.976420•� E 1 - _� i _.', ..�'f o .v .o• •v •a ,v _or .o. .v .v .v. .o .d. o c .o. .o. .o. .o. .6. .d. .o. .q. .v .d. .v .v. .v .o. .v. .v .o .o. 'v 'o •v• •o o• o: •v: �o� 'ur o� o: a• �v': •o� c: o: o: mar o� �o: o: •d: 4 [ •e :a 3 .oa. Y:' :o oe.. :e oo. �� oa.:a oo. •e..Pa. •a 4 3 ." .�T xvP.• •p v0 �o•• p.r .PO•r P.r •PO.r •P. PO •• O.r • O•r • '�. �.. /jfp( f'/'� � .. ..•P•• .b r •O. •b •O . �b"."+•, .b rO ����•.- •'�O •b. a".•9. 'O E,e 14 Ex------ KEYMAP GENERAL NOTES 1. REFER TO SHEET CS100. SHEET NOTES O 11/," NCDOT SUPERPAVE ASPHALT OVERLAY. O2 ASPHALT PAVEMENT. REFER TO DETAIL 1, SHEET CS500. O3 6" AGGREGATE SURFACE. REFER TO DETAIL 2, SHEET CS500. CHAIN LINK FENCE. REFER TO DETAIL 1, SHEET CS510. O5 GUARDRAIL. REFER TO SHEETS CS512 THRU CS515. O THERMOPLASTIC PAVEMENT STRIPING. REFER TO SHEET CS502. O PASS OFFICE. REFER TO SHEET 1A-110. O CONCRETE PAD. REFER TO DETAIL 3, SHEET CS500. O "DO NOT ENTER" SIGN. 10 4" WHITE EDGE LINE. REFER TO SHEET CS502. 11 THERMOPLASTIC STRAIGHT ARROW. REFER TO SHEET CS503. 12 PROVIDE "NO TRUCKS" SIGN TO DPW. 9 INSTALLATION BY OTHERS. 13 THERMOPLASTIC STOP BAR. REFER TO SHEET CS502 COORDINATE FINAL LOCATION WITH DPW TRAFFIC CONTROL ENGINEER. 14 4" THERMOPLASTIC DOUBLE YELLOW CENTERLINE OFFSET DETAIL AND RAISED PAVEMENT MARKERS.. REFER TO SHEETS CS502 AND CS504. 15 BOLLARD. REFER TO DETAIL 1, SHEET CS511. 16 CONCRETE WHEEL STOPS. REFER TO DETAIL 3, SHEET CS511. 17 "STOP" SIGN. LEGEND log ASPHALT OVERLAY ASPHALT PAVEMENT ei a CONCRETE ' a. AGGREGATE SURFACE NEW TREE LINE 20' 10' 0 20' 40' 60' GRAPHIC SCALE: 1 "=20'-0" US Armor Corps of Engineers W indngton District � w m N 0 Co 3 W U 0 q W2 o o Z N W w U ill Ca J 0 U. to m N L7 zCo 9 U J O N ` 0 U 0 U J Co Q U)wX o _ cc Lu U Wzof {� 0 Z u- Z y Lua0 L O C4 U Q ZZ 00� mzo Z g _jZIX O�V D_ z~� � 0Z� N Cl) �z go w �wc� g Qa m u- Chu- W U w W PLATE NUMBER CSC 10 SHEET 21 OF U4 FOR OFFICIAL USE ONLY ; 1 2 3 4 U 301, RGp C IE= 315.32' 0 g A a�- LL x x____.__.___._._ __ _ ______ x I.....v. 1 4 a x x x RIP- A DITCH f � y i ] E i i , �a 1 A I A e I i 1 O : I 17 e 'N 509,852.63 �- ■©■ r©�©■ 1,976,691.20 Ne e��G ■©■ ■C aa - m , r V& x x 1 3 i } / a N 509,931.83 E 1,976,730.08 %xLJ LJ Li _ __ Li Li Li Li Li p •Q ° p'O ° O •u p •O a p •O ° p •O a O a O a O •Q U a -e p 6.�^sd ° „^ .n p •Q P..•rC1 • 2 a p a ° :o n :o ° .o ° :o•° :o_° W d '•o• OVERHEAD ° .o o .o•° .o ° .o•° .o ° .o•° .o ° •o o� � ,��•a ° ° •40 c? ° •C;? ° ° •Q�° ° a .Q•a ° ° 0, a a Q•a ° a •- ° a 0. CANOPY 0 ° a ° a 0 ° a C ° a o'a a a Q•a a a •o.° ° a o " , f, 0° ° ., 00 a ° O 0 a ° O 00 ° O ff• ° o O d° ° � I O 0' ° a O d° ° O C] ° ° O Q• a ° O ff, a ° 4 0 a ° O �° ° O or , p P0•p O�pO.O °p.o PP Q°p0p°p0O.Oap0so �~r���������rrli rr �����C�����1�r���•�I�f�>•w wr�if��ii����G�r rr�rL ��Qir��j� •��ir���a�����������i�i���%i ?���~ 0 x -. ` mpg a 1 3 �m j - �- i ","":✓-�'�.; •.i 4:.. -. .-.;� �.� -may '�. _, '. i KEYMAP GENERAL NOTES 1. REFER TO SHEET CS100. SHEET NOTES 1 1 '/2" NCDOT SUPERPAVE ASPHALT OVERLAY. O O2 ASPHALT PAVEMENT. REFER TO DETAIL 1, SHEET CS500. O3 fi" AGGREGATE SURFACE. REFER TO DETAIL 2, SHEET CS500. O4 CHAIN LINK FENCE. REFER TO DETAIL 1, SHEET CS510. O5 GUARDRAIL. REFER TO SHEETS CS512 THRU CS515. O PAVED CONCRETE ISLAND WI 8"x18" CURBS. REFER TO SHEET CS501. 7 OPTIONAL BID ITEM #1 - GUARD BOOTH: GUARD BOOTH. REFER TO SHEET 3A-110. O8 OVERHEAD CANOPY. REFER TO SHEET 4A-110. O 8" GORE LINE. REFER TO SHEET CS502. 10 OPTIONAL BID ITEM #2 - WEDGE BARRIER: WEDGE BARRIER WITH MINIMUM K-4 RATING. REFER TO DETAIL 2, SHEET CS518. 11 THERMOPLASTIC STRAIGHT ARROW. REFER TO SHEET CS503. 12 POWERED BARRIER ARM GATE WITH MINIMUM K-4 RATING REFER TO DETAIL 1, SHEET CS517. 13 4" WHITE EDGE LINE. REFER TO SHEET CS502. 14 3' K-4 CRASH RATED CONCRETE BARRIER WITH EXTERIOR FINISH. KONTEK MBB, ULTRA BLOCK, STONEWEAR MAGNUM OR APPROVED EQUIVALENT. CONTRACTOR SHALL SUBMIT EXTERIOR FINISH AND SELECTED UNIT FOR APPROVAL. @THERMOPLASTIC DOUBLE YELLOW CENTERLINE OFFSET DETAIL. REFER TO SHEET CS502. 1fi BOLLARD. REFER TO DETAIL 1, SHEET CS511. @CONCRETE EQUIPMENT PAD. REFER TO DETAIL 3, SHEET CS500. LEGEND ASPHALT OVERLAY '§ ASPHALT PAVEMENT ' ► ; ' �: e CONCRETE AGGREGATE SURFACE NEW TREE LINE 20' 10' 0 20' 40' 60' GRAPHIC SCALE: 1"=20'-0" US Army Corps of Engineers Wilmington Distrid IIIB 11111111� III I� 111 1� % Z m ❑ U C N w W Q� J m i OC U ¢ ❑ LL m m N N Z Y 0 L) m Z Y r F U J c �_Xx = o Lu wV _ wz� zw0 cm (DO c < a0 X N C7 QOZ J_ U ZU- z 0 V' J CL?0 Z J J z CC OaV d z~x 0 °o0Lu U]~Z 0w w Z LLB"' OrH w to LL U ♦�w V/� J PLATE NUMBER CS111 SHEET ZZ OF t4 FOR OFFICIAL USE ONLY irxt, f i r 7 ;r s y rrZr;.T i i' ! I j Syyr. ''��I �• 1 -� I � i71 lr� ! I e,l � ,sr� I�I�i l! �� ->.r � �. 1� fi�'.���r� ' . y"n •..•„ r : x � •• i '� � f � i ;L f, � ' �. !' .. .. _ . r�f �Y.. � '{ _ y � _f—.. ,� ,�_ ���� e�� L'f 1 1 2 1 3 I 4 61 1-0),w)rM JW C L F g A '- RIFE- RAP UI f C H IE= 301,531 IEa 301.33 t _ _ _ \ F I �+-ti., `C•. !�._' `<. �T 1 :r .� y f 1 : �..� .f t. .✓ yy1 ....-, .,_ _—.� `�. ` j/ �`"�( ��"_ ._. � l � .."yam ,; �, � % E 1 ; - � .! 3 .� � _ � ` � {. � � �`� � 1} � '""��, ! . .-., ^���. � r ".✓ /,/t" M,\ f � _._,/ i�w ._, f.J � � � ;:��'� ,�.- 1'". ? ".`-., t i � ..-.._✓ C��`� � j 1 , l , Vl- , " � .._.__... _, ._^�.. t, _.__. �. � ......,.._.� � _....� ;✓ t 1. 1 � j E"< 3 i A. _r„_-- f � \ `*� _ ! } °\. _•�;`•_ ') r-_... ✓ 1 � _. ! f...m...,1 m �.. W..� ! ' j` � "_"," i � _..� t !. 3 � `0•` I ` „q .... Zi "y �„_......✓J-- , 'z \� .✓ 3 j � `._ = ,,. � f .�� �"`�-.._ t �, 1 .,..-"".-\., '.. � i' �.."' "fie `/"�, ' ".""_.I L_._ \ i �, \i � I `� '~.,...�-�..^ �-\� _ � 1 �.'�J '! � �~ �` � Yam^ O. ^".,,.�-` / �1 � / "-✓' (� b , '"tij _W...._ _,,..,...m....- -[_=-......; �'-✓ , , i L_..���..� ` /q r MP N 510,023.02 4 E 1,976,956.49 �`�_ r .�.° '£ 5 N 510,105.30 __ _""____. ____� _. __ _ __ ___ 'vx _....._ ___..__._" _ __ _ � ,_- WAIV �r J < i s �} 2 r " .' �:• 3 F £ ::. , - tea -_, ,. : +re � �� N 510,103 77 ` O8 r., W fi E 1,977,138.20 MC KELLARS ROAD 13 N 510,083.17 N 510,101,80 N 510,147.01 7 1 10� 11 E 1,977,233.85 E 7 50 53 �A E 1 977 181 66 _ , ,P •vo0 a ,OaLi•P •�•• .._...::. ._.a. s.e,"........» .::...�-- -..-,. �-- �:.,:...,." - at _,.w.,� _....._ ««««««««. ...«.... Nf ,'... x 13 �. .'u: �d: .'o : o o;-�....•a • •_�::::: _.� X "� ....,�. �.....»- �... _ .�._..-. ..,._,..�. ..:�... ._-.,:.. .»�. �.a:...:. �` ,.......:,:. ,,® ".._,.:.: ....._.... b fie..._... X e. .. .• : v. .• X .• .• oo ova:• bo�:'`.''sa ••.'1stoQ�•. ei�-"i i'Gv�• • -» - .a •,o. .a. .a: .o: .a: .d: a`. .a: .a: .a-. o. .: .d. .o-. .o'-a: .a :: .o: .o: .o: .a: .o.• 'o: -a� o� •a.r •o� a.: •a a •o• a -,} � .• .• .• �'a . a' . o: • . v: a .'o. �v: • . v: • . a. • . o: �d: • c: c: • .•d' o: • .'o: o: o: • . o: • v: • - o: v: • 4 •v . •a'. •a'. •o'• .v' •a'. , rv'. .v'. •or. o' •a'. t�lJ $ _ �.:• 5 ..o' :o' .o'..a•..o•...a• .a' :a- ..a -..:a• ..o' :o :q�:.o� : ::o� :o'.:a• .a• :o' .a• N 510 126.84 r> va •• na-• so.• .oa•� -vo.• .ov••• aa.• .ov...oa •• ?a-• .aa •• . .ov• oa•..00.•.00•• .ov.• .ao •.. as •• .ov.. .oa •• .ov.• .00 •• vev.• .00 ...ev oon ... oo ... v...00... ( _...._., fr �.. ao. .. •ov,• ov.. .. .. v• .. q .o•• -a• .a. •• a• .a•. .a•. .a. .a ,0 $>P 3 , •o. .o•• '.o • .o• .o. . • II�.- ���.�L3 ._..1 E 1,977,223.92 f O •a• _ • a o .• -o • • O' e o ' •o'... •o'. •o •a'.. •e'. •o'- v' •o'.'o e' .a boo', •o v • o•o' o' •v ,o•... •o • . .ap •• ba • •o'. b .. • . .o oo�.:be•• .tee •• :bv.r•. oa :• :ba•• ••bo-• . :ba•• .oe:r :bo-•�, oo •. :b a.r :ba :bo :be b v.• .o .• :bo.• .00?.. •• .00 •• . v•• .00.• �ba•• .oe.• .bn .sa•• , • v o 0 0 o • • ' o • ' o • a � � a • . a . a . . c : . a . . a . . v � p . . o •. • o : � a • � : � a _._._..:..... ., �,..:...:...... »..".®�_,.:...::.......,-._.._.......:.........:........ _ a.�.� ._ � __..�s. ._....na�..� �....._._...a..._.."....-"-.., ._........ - �. k a • • . a . • . a • • . • .. .. • v ' . ' v � ' i '"_-_ ..... t•, " [� � _ ..�.... Cy d• ., fis � • �y ,..._„� Z• ..:.c:�...-c.- �...r-�i---= � N 510,077.83 N 510,074.40 ..�l , 9 7 7, 1, � - - � E 1.,.� 151.45 `i N 509,976.68 E 1,976,984.22 N 510,062.04 E 1,977,160.00 KEYMAP GENERAL NOTES 1. REFER TO SHEET CS100. SHEET NOTES �1 1 1/z" NCDOT SUPERPAVE ASPHALT OVERLAY. OZ ASPHALT PAVEMENT. REFER TO DETAIL 1, SHEET CS500. 3 6" AGGREGATE SURFACE. O REFER TO DETAIL 2, SHEET CS500. O CHAIN LINK FENCE. REFER TO DETAIL 1, SHEET CS510. O GUARDRAIL. REFER TO SHEETS CS512 THRU CS515. (D24'RISING BEAM WITH A MINIMUM K-12 RATING.. REFER TO DETAIL 2, SHEET CS517. O VERTICAL PIVOT GATE. REFER TO DETAIL 1, SHEET CS516. O OVERWATCH BUILDING. REFER TO SHEET 2A-110. O 8 GORE LINE. REFER TO SHEET CS502. 10 4" WHITE EDGE LINE. REFER TO SHEET CS502. 11 THERMOPLASTIC STRAIGHT ARROW. REFER TO SHEET CS503. 12 THERMOPLASTIC DOUBLE YELLOW CENTERLINE. REFER TO SHEET CS502. 13 BOLLARD. REFER TO DETAIL 1, SHEET CS511. LEGEND ASPHALT OVERLAY ASPHALT PAVEMENT CONCRETE AGGREGATE SURFACE NEW TREE LINE 1144 Q 20' 10' 0 20' 40' 60' GRAPHIC SCALE: 1"=20'-0" US Army Corps of Engineers Wilmington District Ill��iia NIHIHI 0 W (0w m U� w w W W U U Z � O w Lij iy U 00 m � W N N z C7 V Z Y iL N J d cd U Z � U)0 ch `;Wa �WU C W�� = C v y Q {Z—Dw0 0; Z M w a O F- C7 WWI ¢O5 uj ��s•� J_ U ZLLZ pow Z a?O -jzW a Z~X O} OQ0 U) a�- U w w C3 Q a g O co z LL W U) LLL D w PLATE NUMBER CS112 SHEET 23 OF U4 FOR OFFICIAL USE ONLY — r t{ 1 e,� is ;s f �tl� i F { s !s` Y r I r �• t 1{ � � i.l:'t f: � + r, �Ir fit; i t�}' r . .o 0- 0 U w LL O m rn rn m w fl' ! ' � 7 � �I I,� f '� �7 ! ! � s �7• r'.I `�klt +� rl+ +I! f !� Y � � E �� � f i j41 +h r r I � I r 1� .f') 'LI .• � b� .�f � i-! L� !• dY ik 4'. • .ti r • S I f � 1r 7 � f I � � 15 . �.. .'R� _ -f � L it r L a. .. .. xL,N�,..l: !' it. �t ,4i +.• L�laa(0Q 1 I 2 1 3 1 4 5 x t� J- ,f& 10160Q U C n LL H 0 cn co T in LL BASIN - 1 A SECTION CG11Q SCALE: NONE KEYMAP GENERAL NOTES 1. REFER TO SHEET CG100. SHEET NOTES O1 5' WIDE RIP RAP SPILLWAY BANK PROTECTION. REFER TO SHEET CG502. LEGEND SD STORM DRAINAGE PIPING. HW-1 Q CONCRETE HEADWALL -�--•.� PROJECT LIMITS. CONSTRUCTION LIMITS. 20' 10' 0 20' 40' 60' GRAPHIC SCALE: V=20'-0" US Army Corps of Engineers Wilmington District Ill�p III I �I� � 1 NIA z 0 L) W cn � W W WLL W U w o U U A LL! Z ti i � O CJ m IN W � N 0FA U O m Z a iu M r d U U Z_ J U)Ofw = ❑wV Cc W 0 H ZZW w O iC c a y Z�Z e }a-o X 0 0 ¢o� t...� J_ U �-<< ZLLZ Z OOJ a?O O90 iL Z 000 t 0 ~a Z W UO a0cc g 0 W U N LL U w PLATE NUMBER CG110 SHEET +o OF Lu FOR OFFICIAL USE ONLY • gyp' lq . �, ,1,� �., a.. C5, �- � ! n..i, i.. t; SSYS,`>4> � iy .. > 5 4 -, i ,i�,��.r y.�T•`1�1'd!f�.. 7LtP iT ,� r-i{A•1• 1 _. — 2 I 3 1 4 5 K-/ V V l!G 0O u C m L U C a. g A U u- H 0 co cm CD La m u- 1 BOTTOM ELEV. 312.50 24.5' BASIN - 3 B SECTION CG111 SCALE: NONE cbi 4" CLEAN SAND L is F rCG11 04 CG111 G11�"� :.. r"' F KEYMAP GENERAL NOTES 1. REFER TO SHEET CG100. SHEET NOTES O DOUBLE 30" RCP CULVERT.. REFER TO DETAIL 1, SHEET CG500. O2 CONCRETE HEADWALL FOR DOUBLE CULVERT. REFER TO SHEETS CG500 AND CG501. O3 OPTIONAL BID ITEM #2 - WEDGE BARRIER: 4" PVC DRAIN LINE AS REQUIRED, TO BE COORDINATED WITH BARRIER MANUFACTURER. O4 OPTIONAL BID ITEM #2 - WEDGE BARRIER: SUBSURFACE DRAINAGE STRUCTURE. REFER TO SHEET CG501. O 10' WIDE RIP RAP SPILLWAY BANK PROTECTION. REFER TO SHEET CG502. y1�11lllt�f� Al ` y�ohot °Aj• i — 1744 LEGEND SD STORM DRAINAGE PIPING. HW-1 Q CONCRETE HEADWALL. --�� PROJECT LIMITS. CONSTRUCTION LIMITS. 20' 10' 0 20' 40' 60' GRAPHIC SCALE: 1"=20'-0" US Army Corps of Engineers Wilmington Distrid INIIIII IIINNI�, . 1111� 0 W tow zn m 0 LLl 2 U a w W J ti 0W U m m m W U) N N Z `1 55 C7 U } r4 Z Y LLI N J O U U Z O� �wIx C U lxzv = w Zzof WO 0 z,L z q }a0 IY 0 aO� jwk 0 �rI _J U ZZ Z OUP a?U 0ZQ a C7 Z L) Lu 0 co Z W UwQ a0c LL OF^ W (0 —lL 0 W cn PLATE NUMBER CG111 I SHEET 41 OF U4 FOR OFFICIAL USE ONLY 1 I 2 1 3 I 4 I 15 z R w CG11 CG111 G11Ju X KEYMAP GENERAL NOTES 1. REFER TO SHEET CG100. SHEET NOTES O 6" PVC BUILDING DRAIN. COORDINATE CONNECTION WITH BUILDING MANUFACTURER. O2 SUBSURFACE DRAINAGE STRUCTURE. REFER TO SHEET CG501. O3 10' WIDE RIP RAP SPILLWAY BANK PROTECTION. REFER TO SHEET CG502. LEGEND SD STORM DRAINAGE PIPING HW-1 Q CONCRETE HEADWALL. �•� PROJECT LIMITS. CONSTRUCTION LIMITS. 20' 10' 0 20' 40' 60' GRAPHIC SCALE: 1"=20'-0" US Army Corps of Engineers Wilmington District n;wn 1� �I 11 1 Z 0 W Uw r 00 m ❑ ❑ W LL W 2 0: U U Z a diN Q Z J li r W ca In W N_ Q a (Yj m Z 0 Q j N i J � O o UZ a4 C J c o wa _ �z= w0F C C�}w0 y q ZO M �a0 ¢oZ 5 vj U Z�Z Z 00n a?0 < 0�U �H2 a Z ❑ OOOLLJ U) co ~¢¢ Z co VWC7 W <0w � `L O�I- W NERLL 0 U u.l PLATE NUMBER CG112 LSHEET 42 OF U4 I T T1 f i_i 7 i :i.'rl =f rr Tr KdlS {! I C I! 5 ♦ i 5 i 1, � r i i L'r j L I .• i• i l� } k- 1� 1 J � 1 2 3 5 c5v� C�laoC� C SLOPE EARTH EXCAVATION AT A MINIMUM RATE OF TWO HORIZONTAL TO ONE VERTICAL OR AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER L C CL g A PLASTIC MARKING TAPE SEE SPECIFICATIONS SEED & PROTECTION 0 LU _1 J F^ J FL D + ~aU 0 Z DIA. OF PIPE Q C) PIPE ° U NOTES: 1. PIPE BEDDING AND BACKFILL SHALL MEET PIPE MANUFACTURER'S REQUIREMENTS. 2. NO AGGREGATE BEDDING SHALL BE USED FOR STORM SEWER PIPING. COMPACTED SELECT GRANULAR BACKFILL EXCEPT FOR STORM SEWER PIPING. TYPICAL UTILITY TRENCH DETAIL TYP SCALE: NONE v © m �' z V� 0 r�-n Mz--�=> =Q:mDm ti ZOOQ Z 'a r -n ommz . Fyn %J.F Z -6az 0Z0z `0=0 M r C C m = CD r z a �m10 m�ry m�v o C o � CA Z C/)mP4,, y 0 m 838.01 v vm m C6 0 roTlmcn G)0w E-n>>m =moo© z H ©r m c�=�z . Ann Z z0�� >Z 0 �m r r 1� Cn CD �m1Eo 0° m m co mu F�1 m�ry m v 0��z 0 "*1 � � M �z c y 0 m iEET 3 OF 3 838.01 PLAN m OPTIONAL CONSTRUCTION JOINT ELEVATION GENERAL NOTES: C G OR BELL END OF PIPE TO FACE OF WALL (IF CONST. JOINT IS USED) SLOPE AS INDICATED ON PLANS 9' / S CONC . PIPE � #4-BARS w e END ELEVATION DOWEL BAR - "X" DOWELS IN ENDWALL WITH REINFORCED CONCRETE PIPE LOC. PIPE DIA, SINGLE PIPE DOUBLE PIPE 15" 18" 24" 30" 36" 42" 48" 15" 18" 24" 30" 36rr 42" 48rr BAITS r#Xrr "Xrr rrX" "X" rrXrr rrXrr Y* r'Xrr rrX" rrX" "Xr+ rrXn Y* rrXu Y* G QTY. 2 2 3 3 4 4 2 5 3 3 4 4 2 5 3 2 M QTY. - - - - - - - 2 2 2 2 G QTY. 2 2 3 3 4 4 5 3 3 4 4 5 TOTAL LBS. 9 9 14 14 19 55 653 19 19 23 77 92 DIMENSIONS AND CONCRETE QUANTITIES USING CONCRETE PIPE COMMON DIMENSIONS SINGLE PIPE DOUBLE PIPE 0 H B G T S L YD9 M L ` 03 15" T-3" 1'-8" 2'-9" 214" 9h" 5'-6" 0.7 2'-2" 7'-8" 1.0 18" 3'-7" 1'-10" 3'-2" 2h" 10" 6'-4" 1.0 2'-7" 8'-11" 1.3 24" 4'-2" 2'-1" 4'-4" 3" 10" 8'-O" 1.5 3'-5" 11'-5" 2.0 30" 5'-O" 2'-6" 4'-7" 414" 11h" 9'-2" 2.3 4'-3" 13'-5" 3.1 36rr 51-8" 2r.8" 5'-6fr 4%'e 11 tf 11'-0" 3.4 5'-0" 16'-0" 4.5 42" 6'-2" 3'-1" 6'-4" 51" 11h" 12'-8" 4.5 5'-10" 18'-6" 6.0 48" 6'-9" 3'-5" 7'-2" 5" 11lt" 14'-4" 6.0 6'-$" 21'-0" 8.0 *SEE SHEET 3 CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF 111. PLACE 2 #6 "Y" BARS IN THE TOP OF ALL ENDWALL FOR PIPE CULVERTS 42" AND OVER WITH A MINIMUM OF 3" COVER AND A LENGTH OF 6" LESS THAN ENDWALL LENGTH. CONSTRUCT BOTTOM SLAB WITH FORMS. DO NOT INTERPRET WALL THICKNESS (T) SHOWN FOR THE THICKNESS ACCEPTABLE, BUT IS USED IN COMPUTING ENDWALL QUANTITIES. WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM OF THE PIPE, PLACE BAR "X" DOWELS IN THE BASE AS SHOWN ON PLANS. SPACE BARS APPROXIMATELY ON 12" CENTERS UNLESS OTHERWISE DIRECTED BY THE ENGINEER. WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM OF THE PIPE AND POUR THE BASE SEPARATELY LEAVE THE POUR ROUGH. USE CLASS "B" CONCRETE. t�t11[Ill��j� 't R �f� 0 ...... i SEA 1440 ' i! Jun IZ z O [n H� <Q Q Cr00 LLJX "z OOO 0Z Q O Cr LL- O H F V~)I=-LLOJ ovC0a z M � 1-: 1--1 O UL J co H CD CO+, he Qv�� J a IY 0 L16 J Lu 106 CL CC 0 �IL N " IL Z In W ::: -00 co pJp cc CD UJ CC ~ w Z In T- v HEFT 1 OF 3 838.01 O� ¢P . H m (:3 0 ooU)=z Z LL Q U � 01O.1-r co u 0 z�COCC 0- � O 1-4 C3 o�?cc� W J CD Ca LW CD ao�°' cc �"'� o Q o � J C 1 a Q QCL CL znW: H CI? Z LLI J m COWo -j Cm w UJ CC Z z v HEET 3 OF 3 838.01 US Army Corps of Engineers Wiimington District IIIIIIN �IIIIII� 11111111 O W N z w 0 w w Q Eu LC w LLI mo a U z LLi 2 w � o Ln c� m m m w C9 a�0 z Lhe uj J Q -i U a j p V Z a u) _ tCWV �w4 C ZO y cc }moo 0 woz U5 J_ r J U z Z J a?o 0 O z Q U W z (j) 1Z- 0Z� W H L)OZ U o~ cow Lu (W) 0 ULu W 0 <0m z LL Fx LL CO Fx w PLATE NUMBER CG500 SHEET 43 OF LU FOR OFFICIAL USE ONLY ?-T-r '`rf« r'� (�� � �•� I'1 �,r I r "r ( �� {r � 'r' ,r �� � �I1 rl l� i5'i 511- � ,i I� rr �r.. 1 2 3 4 5 Fel C LL v m © a NOTES: REFER TO SECTION 815 OF THE STANDARD SPECIFICATIONS FOR INSTALLATION DEPTHS H O = O OF DRAINAGE PIPES. H -i = > CONNECT PIPE OUTLET INTO DRAINAGE O © = > m STRUCTURE WHEREVER POSSIBLE. IF NOT CON- 0 w NECTED TO DRAINAGE STRUCTURE, PROTECT = "O O O Z END OF PIPE BY CONCRETE PAD FOR Gam') O H OUTLET END OF DRAIN. PADS ARE NEEDED C) _ = Z AT LOCATIONS WHERE PIPE IS NOT PLACED n n IN DRAINAGE STRUCTURE TO FACILITATE MAIN- TENANCE AND AID IN IDENTIFICATION. OUTLETS cn 0 ARE REQUIRED EVERY 500' OR AS DIRECTED BY z THE ENGINEER C M a m a H Z m z cn Z n _ v X 1--1 Z O -n SHEET 1 OF 1 815.02 v v'-''' �cnoo r0-n.IM M Z = --I =-n>>m .. =cl)OO z"vmm G H nA> O z O m z = r O CA r 0 _ m Z � _ M A -4 z M v v z a � N r z r � O O z HEET 1 OF 1 815.01 PLAN VIEW COUPLING TO DRAIN OUTLET TO SUBSURFACE DRAIN r � I4" OR 6" PIPE SEE SPECIFICATIONS SECTION B15 FOR — ALTERNATES) AUXILIARY VIE11Y 2x2 TO 4x4 GALVANIZED a HARDWARE CLOTH PIPE CL a uj 0.063 WIRE OR EQUAL I.D. w i_ 6" PIPE 4" PIPE -4" OR 6" PIPE (SEE AUX. VIEW) 4"-6" INTO DRAIN PIPE SUBDRAIN QUANTITIES EXCAV. OR COURSE AWREBATE CU. YDS. PER ET. DEPTH/LIN. FT. 0.056 THE CONCRETE PAD CONSISTS OF 4" DRAIN 0.137 CUBIC YARDS, 6" DRAIN 0.177 CUBIC YARDS CLASS "Br' CONCRETE. 6 rr 21- 6,► 1 ,r i I DRAFT it) L11 \4" OUTLET PIPE �A4 u DRAFT PLAN VIEW �y DRAFT rylrr' DRAFT f��r cy �y�rrr sr err\ IN a IJ 4" OUTLET PIPE a RODENT SCREEN CV ELEVATION VIEW 1/4 6" PIPE EARTH COVER — SUBDRAIN — COARSE AGGREGATE SUBSURFACE DRAIN Y : 12" WHEN "H" IS 4'-0" OR LESS 20_ 6" Y = VARIABLE WHEN "H" IS OVER 4'-0" 4" PIPE 6" PIPE L"ililig or aim 4" PIPE 2' - /fir t!!r VV V RQDENT SCREEN 2 "6rr CLASS 'B' CONCRETE PROPOSED CONCRETE PAD ELEVATION VIEW END ELEVATION VIEW 2f - 6,t LO 4" PIP 4% "± END ELEVATION VIEW 2x2 TO 4x4 GALV. HARDWARE CLOTH .063 WIRE OR EQUAL 1„ 4" OUTLET PIPE PIPE --------- �/r I.D. RODENT SCREEN INSTALL RODENT SCREEN z o� 4Q Q " = 0 . LL. J Z 4 O O = = Z w QOj=OiOi H chFLLQ J -- OOU)oQC Z �> H" Lu z 0 0 z H cf) HEET 1 OF I 815.02 4" TO 6" INTO DRAIN PIPE TOP VIEW PARTIAL DETAIL OF Z RODENT SCREEN o LL � Q O J J < Q = © a cf) Z 1� , G CL DRAFT 2'-4„ Q H Z tt� z = cc 4" OUTLET PIPE cl) Z l.0 _ o© � J M 4' F-F a _ co 1 rr 9 z W cc O END ELEVATION VIEW THE CONCRETE PAD CONSISTS OF 0.137 CUBIC YARDS OF CLASS "B" CONCRETE. HEET 1 OF 1 816,01 US Army Corps of Engineers Wilmington Didrid IIIII�II�1 11■1 N�Ihll } 0 m a ro U w w ❑ z q Ln 0 !Y w 3 z m W T U J U. m � N w (7 0 ° M 2 Z Y N N wW Q to U Z �W0 U pWQ U = L u Z W O C � 27 WOZCc }coo U ¢UZ U Z Z cl) J (Qc)J a?O � w it Og0 U 000 z c c) U) Uw 0 w z <0M UL 9 cnu_ U w 0o PLATE NUMBER CG501 SHEET 44 OF U4 FOR OFFICIAL USE ONLY I i I lr. : �' T r ii i r j i (;: r� G' ?.1 :r`. _17 777 _ 1ytr•�ri'%i '.�;F, "r i1p �T i�7 I Us C A 2 3 I 4 I 5 Construction subgrade preparation —Prepare the subgrade for riprap and filter to the COnStI"LlCtlL Clear the foundation area of trees, stumps, roots, loose rock, and other Construction Specifications required lines and grades shown on the plans. Compact any fill required in ob Jectionable material. the subgrade to a density approximating that of the surrounding undisturbed Specifications material or overfill depressions with riprap. Remove brush, trees, stumps, 3e Excavate the cross section to the lire and grades the foundation the Construction I- Remove all trees, brush, stumps, and other objectionable material from the and other objectionable material. Cut the subgrade sufficiently deep that the liner as shown on the plans. Bring over -excavated areas to grade by increasing the thickness of the liner or by backfilling with moist soil compacted to the i�catlonS foundation area, and dispose of properly. finished grade of the riprap will be at the elevation of the surrounding am. densi Channels should be excavated sufficiently to allow placement of the riprap in ity of the surrounding material. Spec2. Excavate the channel, and shape it to neat lines and dimensions shown on a manner such that the finished inside dimensions and grade of the riprap meet 3. Concrete linings: the plans plus a 0.2-foot over�cut around the channel perimeter to allow for design specifications, • Place concrete linings to the thickness shown on the plans and finish them bulking during seedbed preparations and sod buildup. . Sand and gravel filter blanket —Place the filter blanket immediately after in a workmanlike manner. 3. Remove and properly dispose of all excess soil so that Surface water may the ground foundation is prepared. For gravel, spread filter stone in a uniform layer to the specified depth. Where more than one layer of filter material is • Take adequate precautions to protect freshly placed concrete from extreme used, spread the layers with minimal mixiztg. temperatures to ensure proper curing. enter the Channel freely. • Ensure that subgrade is moist when concrete is poured. 4. The procedure used to establish grass in the channel will depend upon the Synthetic filter fabric Place the cloth filter directly on the prepared • Install foundation drains or weep holes where needed to protect against sever* of the conditions and selection of species. Protect the channel with foundation. Overlap the edges by at least 12 inches, and space anchor pins lift and tin mulch or a temporary liner sufficient to withstand anticipated velocities during every 3 ft along the overlap. Bury the upstream end of the cloth a minimum of piping. B• P'Y P g 12 inches below ground and where necessary, bury the lower end of the cloth • Provide transverse (contraction) j oints to control cracking at approximately the establishment period (Appendix 8 0.5). or over lap with the next section as required. See Figure 6.14a Page 6.14.6. 20-feet intervals. These joints may be formed by using a 1/2-inch thick removable template or by sawing to a depth of at least I inch. Take care not to damage the cloth when placing riprap. if damage occurs • Install expansion joints at intervals not to exceed 100 feet. Maintenance Duringthe establishment period, check grass -lined chanaeis after everyrainfall. remove the ri After grass is established, periodically check the channel; check it after every Prep, and repair the sheet by adding another layer affilter material 4. Rock riprap linings; Practice 6.15, R�prap. heavy rainfall event. Immediately make repairs. it is particularly important tQ with a minimum overlap of ] 2 inches around the damaged area. If extensive 5e Place filters, beddings, and foundation drains to line and in the damage is suspected, remove and replace the entire sheet. Ili check the channel outlet and all road crossings for bank stability and evidence manner specified. Place filter and bedding materials immediately after slope of piping or scour holes. Remove all significant sediment accumulations to Where a stones are used or machine placement is difficul a 4-inch la preparation. For synthetic filter fabrics, overlap the downstream edge by at � P � y� maintain the designed carrying capacity. Keep the grass in a healthy, vigorous of fine gravel or sand may be needed to protect the filter cloth. least 12 inches with the upstream edge which is buried a minimum 12 inches in a trench. See figure 6.14a, page 6.14.6. Space anchor pins every 3 feet condition at all times, since it is the primary erosion protection for the channel Stone placement —Placement of riprap should follow immediately after along the overlap. Spread granular materials in a uniform layer. When more (Practice 6.11, Permanent Seeing). placement of the filter. Place riprap so that it forms a dense, well -graded than one gradation is required, spread the layers so there is minimal mixing. mass of stone with a minimum of voids. The desired distribution of stones Filter material should consist of at least 3 inches of material on all sides of throughout the mass may be obtained by selective loading at the quarry, and the drain pipe. The drain pipe conduit should be a minimum of 4 inches in controlled dumping during final placement. Place riprap to its full thickness diameter. Acceptable materials include perforated, continuous, closed joint in one operation. Do not place riprap by dumping through chutes or other conduits of clay, concrete, metal, plastic, or other suitable material (Practice methods that cause segregation of stone sizes. Take care not to dislodge the 6.81, Subsudke .Drain), underlying base or filter when placing the stones. 6. Perform all channel construction to keep erosion and water pollution The toe of the riprap slope should be keyed to a stable foundation at its base to a minimum. Immediately upon completion of the channel, vegetate all as shown in Figure 6.15b. The toe should be excavated to a depth about I.5 disturbed areas or otherwise protect them against soil erosion. Where channel EXISTING GRADE tunes the design thickness of the riprap, and should extend horizontally from construction will take longer than 30 days, stabilize channels by reaches. — — — — — — — — — — — the slope. 3 Maintenance Inspect channels at regular intervals as well as after major rains, and make ti•y� The finished slope should be free of pockets of small stone or clusters of large repairs promptly Give special attention to the outlet and inlet sections and stones. Hand placing may be necessary to achieve the proper distribution other points where concentrated flow enters. Carefully check stability at road of stone sizes to produce a relatively smooth, unifornn surface. The finished crossings, and look for indications of piping, scour holes, or bank failures. grade of the riprap should blend with the surrounding area. No overf al or Make repairs immediately. Maintain all vegetation adjacent to the channel in 2' protrusion of riprap should be apparent. a healthy, vigorous condition to protect the area fi-orn erosion and scour during out -of -bank flow. Floure 6.10 Alprap slope protection VEGETATED SWALE (modified from VDHAI), 60 filt, �T in Maintenance In genes* once a riprap installation has been properly designed and installed it requires very little maintenance. Riprap should be inspected periodically for scour or dislodged stones. Control of weed and brush growth may be needed in some locations. FILTER FABRIC -� �-- NCDOT CLASS A RIP RAP * BOTTOM WIDTH CALLED OUT ON PLAN SHEET. A ro p� FILTER FABRIC T RIP RAP SPILLWAY BANK PROTECTION US Army Corps of Engineers Wilmington Distrid HIHINI Z 0 U W Cn 17 O W U 0 Z D W ZW 4. N L0 0 ca ma m m� W Q U w o m z Z C1 U Z n co � W cc Wz= _ �� wZZIr C ca Uwe O Z Cc q 0 QOZ cli �Anal J J U ZLLZ J Q(9J a?o i— W U�U Ix _ 0ZX H U VU_Z ~aa N UwC7 N Q W 0 Z 0 WEEL D U W 07 PLATE NUMBER CG502 SHEET 43 OF U4 FOR OFFICIAL USE ONLY