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Wilmington Trade Center Building 3 Revision 2-29-2024S ITS W 11 ! T _05MINGTO ra mummm 0 N TRADE CEN ER � m Cl �LL3 �W Z) .J p h- ? 5 Z C� UD C) z V m LLI O� m a z o Ld a r J DO V) I I , � ' I 1 1 1 ' KOCH HOLDINGS II, LLC I RD2400-OL11-0u7 DR 5351, PG 302 ` 8 OOIINGART LINE TA�.E 1 Is LINE BEARING OISrANCi L-1 5 571 1S W 25.00 W 7-2 1 S 32'47 4r E 50.00 L-S N 577215 E 25.00 l u I INVISTA S.d.rl. L-4 S 3 06 E 21.00 IH495TA S.a.r.l. 1 r R02400-001-001 R024001-007 nia D8 24S5, PG 976 DS 24M PG 978 _ , �. -.. -- ra,.. -- - - - -. Ila— -. -« -. -. -. -�- � � -_ -» -. �_ `�_ -- --' -. -' �' � -- -- � -- � �, ram. -- �• -- � �, � -. -. -. -.. '>� �. -.. -. -.. ,- -' `�- ---- -- - -- -" 111 -- � 'Y " -" -� �- �. ! � -. '�- � -" -- � -. � .pr- �_ �_ � -. �_ -� .�. � -_ .. � __ -_ `8r -" -- ^� -- •--- � `it>-- -- - - �' -^ -- "fq, �.. -.. �. -.. ,- � m- --" e0 B9 �00 ; = iHVISTA S.3r.l. 80 EO q0 , 1 ; EI 249-DD'1-001 D8 112;85, PG 978 N 3247'18" W 423A00' (TOTAL) , I f : to S�YY'19- W a;'sn.no' llnrsl 1 ,� N 3T47'16• W 4 'N Bultu" 1 148 PARKS FFE-21.0 ____la_1141J!E;SS_______ INDEX GF sHED i s PARCFL INFO 1,103.744 SQ. FT. t 25.339 AC. i 15A240c-_001-1141-000 5EAUISt POfU'E"ES LLC D.B. 5882, PG. 450 ZONE 1-2 U.S. MIGHWAI 421 15V PLIali ; Rial Tj' or LOAF' �lwr asm tau .11111II ar of 4NVISTA S.d.r.l. R02400-001-001 D8 2485, PG 978 S 324T01" E L7 ■�� Aga BUILDING 2 � �CRHA ggg E 4! I i WILMINGTON IRALIECENTER-BLIILDING3 APPROK 100,080 ST 0. IYAR£WQlJSE - � oa 5Ay1La1 T 0 I 3x F7_CLEAH 1,103744 SQCEL NFTD t r12] 9'X10' DOCK DOORS wo 750'x210' a 25.339 AC. i Y 157,500 SF ` E1219%C10' RpCR DOOR KNOCX OLfrS R02400-0p1� O4E OLO 1 i2) 14' X 16' DRIVE-IN DOORS $�Ah11ST PDRPER11E5 L1C 149 PARKS - ' 12 SUPAPERS PER DOOR) O.B. ZONE. PG. 450 a 20HE 4-2 9 FFE=21.0 I 9 99 PARKS I i ' I I $ L Lr I I I I I FFE: 21.FP a B _ I I ME,] I I I I I I 1.,rd 0. ..4-. a 4 ' 1 1111111 i 11 !� d� I 3 w _ T f G E 1 `' 4 ____---------------- ---_-_-__--_---__-___-_-_--.-_-------`_ --------------- ---' _ _ _ _ - __ i� - 1---- - ___________-__ i --- ____________ --------------- . 2.21' ' � N 32'4555 W 1500.47 TOTAL 5• Ep 1 _ .,. - i8• RCP 1.:S. HIGHWAY 421 wF 15v PL.'1 x; Pu(trL VE'VAV z= W ROP IRV - 17.49•' / V - 17.31 INV - 13-98-/ INV - CO: COVER SHEET PR1: WATER/SEINER PLAN & PROFILE C4,2: DETAILS & NOTES CO.1 : OVERALL PLAN PR2: WATER/SEWER PLAN & PROFILE C413: DETAILS & NOTES CO.2: EXISTING CONDITIONS PR3: WATER/SEWER PLAN & PROFILE C4A DETAILS & NOTES 1--1 : INVENTORY SITE PLAN PR4: WATER/SEWER PLAN & PROFILE 4.5: DETAILS & NOTES C1.0: GRADING, DRAINAGES & EROSION CONTROL PLAN PR5: WATER/SEWER PLAN & PROFILE Cl .'1: GRADING, DRAINAGE, & EROSION CONTROL PLAN CIO: LAYOUT PLAN C1.2: GRADING, DRAINAGE, & EROSION CONTROL PLAN C3. 1: LAYOUT PLAN C l .3: DRAINAGE PLAN C3.2: LAYOUT PLAN C2 . D : UTILITY PLAN C4.0: DETAILS & NOTES C2. 1: UTILITY PLAN C4. '1 : DETAILS & NOTES C2.2: UTILITY PLAN Dui �Y n- mn rr� SCALE: 1" = 190' 0 100 200 300 SITE DATA TABLE SIJ]ATA: ZONING: 1-2: INDUSTRIAL DISTRICT PARCEL NUMBER: R02400-001-041-000 PARCEL ID NUMBER: 320004.83.5323.000 ADDRESS: 4104 US HWY. 421 N SITE AREA: 25.33 AC± (1,103,744 SF*) ADDITIONAL PROPERTY AREA (EAST): 2.56 ACC (111,519 SF±) OWNER: SEAMIST PROPERTIES LLC FUTURE LAND USE MAP CLASSIFICATION: EMPLOYMENT CENTER BUILDING- DATA:_ BUILDING USE: WAREHOUSE BUILDING AREA: 415.050 SF (TOTAL) BUILDING HEIGHT: 36' BUILDING SETBACK: REQUIRED SETBACKS: FRONT 50', SIDE=O', REAR=O' PROPOSED SETBACKS: FRONT=97':t, SITE DISTURBANCE: TOTAL AREA OF DISTURBANCE = 29.4 AC PARKING DATA: REQUIRED PARKING FOR INDUSTRIAL/WAREHOUSE- ONE AND ONE --HALF (1.5) SPACES FOR EACH TWO (2) EMPLOYEES ON SHIFT OF GREATEST EMPLOYMENT ONE (1) SPACE FOR EACH MANAGERIAL PERSONNEL, ONE (1) VISITOR PARKING SPACE FOR EACH TEN (10) MANAGERIAL PERSONNEL ARID ONE SPACE FOR EACH VEHICLE USED DIRECTLY IN CONDUCT OF THE BUSINESS. PARKING REOU1RED: BLDG 1: 150 EMPL W/ 18 MANAGERS & 15 VISITORS = 146 REQUIRED:146 PROVIDED BLDG 2. 150 EMPL W/ 18 MANAGERS 8: 18 VISITORS = 149 REQUIRED:149 PROVIDED BLDG 3: 100 EMPL W/ 10 MANAGERS & 10 VISITORS - 95 REQUIRED:99 PROVIDED TOTAL PROPOSED PARKING SPACES = 394 TOTAL HANDICAP SPACES REQUIRED 9 TOTAL HANDICAP SPACES PROVIDED = 17 LANDSCAPING CALCULATIONS: MEET YARD: PRIMARY STREET HWY. 421 - MULTIPLIER 25 SEE LANDSCAPE PLAN. 5% OF PARKING AREA REQUIRED. SEE LANDSCAPE PLAN. FOUNDATION PLANTINGS: 12% OF THE AREA OF THE FACE OF THE BUILDING ADJACENT TO PARKING AND DRIVE ISLES. SEE LANDSCAPE PLAN. SAND DATA: THERE ARE NO SURFACE WATERS, WETLANDS, REGULATORY FLOOD ZONES, PROTECTED VEGETATED SETBACKS, OR PROTECTED RIPARIAN BUFFERS. SEWER AND WAIM DATA CFPUA WATER AND SEWER SERVICE Cn z O U) w z 0 J_ m W z W U W ❑ z W uj I- z � C07 = LIJ z Z) > :E R;zr O J p W lV W W LLI (.7 U ~ Q J :3 Z J C/) m :5LuW� J F- Q N �aLuLu Z W ice~ Z'Lo 0 CO ow[-¢C7T J [A W Z Lo 2ti2ce) LU emu ❑ morn 0 z 2 J_ LC7 I W 14 L C r-I W N O N �D R�NL�i QUA 0 (j H U �2w 0o z Licence #C-3641 19131/23117 DES• JST CKD. JPN DRWN. RPH DATE 2/27/24 'SEAL i I Co SITE I o� N 32047" 6" IN 4230.00' (TOTAL) IRSLd Q 33 I I 2209.53' _ � co z _ 4 1 1 I I tL f T1 Gs I I 11. 10.5 11. N V — .' I STORMWATER BASIN 2 1 Q. I Z ,� z p Z . .r C> - - TOP=15.25 15.25 = 24,406 SF J ❑ BOTFOM=10.5 10.5 = 9,698 SF Z N J fS 32°45' 5' 10.E 1a. m 9 N f rr. CID I _ - 11. 11.5 m IPF z f,_3 o cv ¢ v W N r Z J w+ m [ i V) W r z 7� Q Z J ❑ J z C1� < — 7) W � CD o NCDOT TORN LANE �c " DRIVEWAY ASPHALT SECTION C7 " x s. w �. F I r I" I (12) 91X10' DOCK DOOR KNOCK -OUTS R02400-001-041-000 - I; (2) 141 X 16 DRIVE-IN DOORS SEAMIST PORPERTIES LLCGo — Iro I`� 1 I z (2 BUMPERS PER DOOR) D.D. 5882, PG. 450 ZONE I 2 t� Lu 99 PARKS a g FFE: 21.0 U. ° a la I J% J% bRY Ii II Ir I I � j•: '._ ]- CANOPYABOVE CANOPY ABOVE CANOPYABOVE CANOPYABOVE � S� ��.ai JIM _�-__��rrw�rrrrrrrwwwwr�.�Ulm MIMI MMII= � MmMmm owl ��■��III�■ ��■I�r I�I��t I• mrm71rm:11> mmmm aimmmmmmmm ■1�■r��■®' mm R ► rmmmr► ME7 ■■Ii/J■��I��■Ir.��lrl�■��■■��■�■■■ .�1i�tillY�llli"M iiillT�l�aWWAW ��I•�I•��I•�1!■■■■11•I• �� i•�1•�I•�J®�i�� ^�wwwr,r„www�_ w�w�e�w�rrrtw�w�r�w-aw=rrrrrrrirrirtr � wr+s -- �a 15W 16W 16W 15W-- 16W 16W 16W 16W --16W 16W 16W 16W 16W 16w 1 N 32°4 .47" ( TOTAL " RCP 0 0 LO N L0 M IRF J J INV=12.1 NV=12.09' 0IQ I Q U.S. HIGHWAY 421 < 150PUBLIC RIGHT OF '[STAY SPEED LIMIT 55 MPH NV=12.21' 18" SCALE: 1" = 30' 0 30 60 90 �IL w w z —' U) co �w w� ¢� 0•❑n�z W CL ©�F-zm 0>_�()�0 -j LLI I i < (_9 WZ—az �m W Uwe—o a ON 00 P4 � W a W C, Q 0 (7 0 w d N � � Licence #C-3641 II 19131123117 1 DM JST Cam. JPN DRVK RPH BATE 2/27/24 CO. i tIV! L CULN , T-Zr�VVFT tL= V = - \ ` PNE 14 PAN +/- �L4, co 36" FES-B4D 1 38" FES-B4D .' _ _ _ 1 I m Z \ 50EMERGENCY #2 ,�� [ _ PNE "I2" M20'Wx2O'Lx12-D 1 W 20'Wx2O'Lxl2"D PNE 16 ' SPILLWAY =•�� •+�� .�� , i P , I E 12 �v _ � V E 14! I� PNE 12 P N E J 1 ''\ Q ELEV.-14.351 1 ''�1� CL B RIP -RAP ED CL B RIP -RAP ED .�_ - `I�•�1E 2 ! - PN �2 3 I Pf E TAIL\ �-� PNE 12\2 PNE 2,.IO=10.07 PNE 12 [0=10.65 �`� PNE 12 - •�� PNE 12 ,��- F ; - 7 n n '�n� �,i � \ "'� �_7 �) _ _ PIE 12 , ) ,��_ tiN 32 47 16 W- 4230.00 (TOTAL} CHR 1 o - 1 -' �'` `. �. ��_ r� I IRS 00 00 0 '� 1 i��- l / W .�� 000 0 o a�_ PNE 12 Q o b°o o .14 P E P E 12 2�d9.53'�� PNE 12 _ , -.�� i� z r o0 ao as \ F'I� � � z � a o o 1 r ,,, \ ,�� PN F Jco PNE 12 U U) z + 1 E 12 �6" �SKIIMOMER-1} _P "I-2_- ,�_ \ =.,,: I N z = 3,493- SQ. FT. 24 FES-B381 ! 6 CPS' -�s;F,. a _-- =�r�� \ I uw 0 r- Z 9D1 ± ACRES i BARREL 13.5' w _ _ _ - -- _ PNE 14 � W/ 15 Wx15 Lx12 D l 1 � � { � I � >> �� i .r_ �.�14, `-- PNEti1�-�^ �. � � ❑ CL B RIP -RAP ED EC SKIMMER 1 cP cps 4�5 55 E [ r / - ,�,� �` r ! ( J IO=10.5 SEE DETAIL 4 { -- _ -- -- - - _ - -- T- -- - , o ❑ I 6 .0 1 f� IPF z m I f CI-B13 � � � 1 I I 11 I � I-j��_/' ��' /1 �� f �--_ a o rz I 30RING i 1 11 1 �� _ r 1 f f -�_ Z W I- 4 I T=14.7 ,F BORING I 1 f r 1 ('`-- [ I=1 ❑.75 15 FES--B39 W/ I- 1 1 �. 1 I I ❑ J Z LEV= 4. 7 �• 11 1 ! BORING -_ 1 1 I Lu 15'Wx15'Lx12"D CL .4 �� E g(�l 1 ! �x 1 1 r {_2 �� 1 1 U B RIP -RAP ED � `� � ! 1 1 ! � � I � � I-10.77 � �' ` I � 1 I �-- �� rf �i ELEV=13.55 1 !1 BORING �\`�1 r � ❑ 1 1 I I I I I I alp -I II If �.� i IT Q Z - n 1 / r i LEI ELEV=15.35 y 0 j 4 S, Ix -�� -� r r_,N i Q Z Z 2 Q l{ Z Z � CJ LLI CD r FIRE HYDRANT i ; - f! 1 I { 1 �� I I 1. w w � _ z U) 1 E 1 r Il .� II �r ! oawz F Wow o��z� 0} v p x � Ln WUWli co b�o N(�, y i t , ~< IR 1 , , o 00 TI 1315 I ERMAN I r- 1 1 fJ 1 I 'j- 0\ V ocq a a EASE ME' �\ 1 I �, 11 II PARCEL INFO 1 �� v 1=16.10_ I D �51C_ 3❑ �� 1 _r�-�' 1 I 1,103,744 SO. ET_ ± \ c� �' w�� - �, T _ ,� 1 25.339 AC. �{ -4 Ln I T--19.D9 I t ,' � 1 I R024�� OQ1-- C41 CEO { � � W r I 1 1 t I SEAMIST PQRPERTIES LLC i 1 x 1{ 1 ,' 11 D.D. 5882, PG. 450 i - - - -- - -1__ W I�- �\ i `�' 1 ZONE 1-2 i i � 7� I 1 LC) CI-B17 ` �' 1 1 I �' 1 cn a L T-19.40 -1 ,! �c ., 1 I II H Z z M 1=16.13 �` `� i 1 �� ! 0 0 CI-B16 1 \ _ - N _/ - -----___---..__--��--__� _ � I T-19.15 � I ,� � ` � �� 4- 1=15.68 C> C P x 0/1 ! SDMH-�F6 [ � T =GRADE \ - 1 1 I=12.5 I END OF 15 \ -,� �r CIA CI-F21 CPP NOT ` CI-F21 _ T=16.72 { FOUND `BbRING \, �' �\ ; Licence#C-3G41 - ,+ _ _ T=RAISE TOP TO: 17.25 I I =13.99 1 ELEV=13.46 1 �� 191311231 17 I �- � 30 �r{DE 1 , 1=14.08 I� 1 1 �, C ` CONCRETE (CENTERED ON R/W) m \ • POST So - - _ END SECTION CP&L EASEMENT [' JST "FM 3"F "FM 3' --a--c�3"FM 3-FM 3"FM YF 3 3" 1 --- - - �- 1 JPN _ - _ INV=13.34 Og 1142, PG 56 1 i _ _ 1 T FENCE �x� `GQ' --4 -- -� _ - - - ---� _--- =-- ---� -- � - - -� -�-----------------1------------ � J-------_ � __ -----�_� -� __---- �= � ----- �� --_-_ NV=12.21 DRWN. RPH _ - _._____ _�� -�.�1 j � J I _ 1 FIRE HYDRANT [_ r� { �-_ r-�- �� -_�,�� --� n• /� �7J �}�} 10M tE OHE �� piE OHE379.0 �J' DHE l ~ [b1F '� _ wF �1 ' _` I I 572.46' 1 6" YYL Vf1� .G /LI �L'T _ _ _ _ _ r wwww �1r sL y w J O O. 4 w T�J w-w re �w - ram- ` ' �e 09004111dag4�, 16W�6 16W 16W 16W` ' 16W 16W ' T6 6W 16W- 16W 16W 16W 1!3W W 1SYi�- 16W 6W 6 r16W r - L >> f'`��-- _ _ -_ - _r-_ -�'M RAP ��15 RCP __\�� cA �. -FM `- - -----_------- -- - Fl,l FN Y FN�FN fN-Fib---FN�F1A FAI--FN------F7A ~FY `'F FN iFM j'F:�- FAI---FH FSA FM-Fsl PN FMI F7A FN F �.��/� ry FN Fm-ru-FW- FN FN FN^^ F F1�-F7d FAI-FN FiA EN----iF`�' 'FFr FIA Fit FK�Eu FN�--Fu F ��FN---FN-F7A FM FN�--FH FN FA1 -FN FM F1A-FH FM FFC� F/F FN CP�IjRAW WATER} - _-,_ _ - ----- -- - �� - r _ - --- ----------�� 48" RCP (RAW WATER} �� -~ 'n 18 w-57=-�1^-w�.-._w----w--w------w-w---w w w-w-w----w-w- w w x rr w x �1,--�w--9------w ~ w w w-x- - - w-----w-w w w- w w q w w� w-w----F-_W--w-----w--w w w-w w w w----F7 w w w w w-w--w w w w w 1 H-wy w 1� w, w -FO-FO-F❑ FO FO FO-FO FO FO-FO-FO-FO �O�"..,�rQ Fp_F❑-VO-FO-FO-FV F❑F❑ FO FO Fl] FO-FD-FO-FF'O-FO-FV FO F❑ FO FO-FO--FO---F0-M-M--FO FR FO F0 - Fd�..-FV-FO-FO--FV Fp- -FO-FO-FO FO F FO FO --M- -F-0_ FO FO -FO-fO FO FO-Fd`FO FO FO-FO FO FO-FO�FO F'O FO ~FO FO ❑ FO FO FO % ��(,] � JI t VT---4'cz-ur-ur Ili Vi UT ---^Ili LFr VT-�ii-UT -i7T VT lJT VT dd�r FES+t'�-1�'[-V7 I1T UT EFF UT i Ui-�llf-+�"7 "-�a1I V`�VT- �'tlT UT =-LII�-.-IIT---- VT' - VT �11--SiT=UT-VT--VT `UT'� "Tz ti UT VI-Vr-VT�Vi VT -----VT IyVT-VT-VjLfi Ui-----k1T4VT V 41T VT UT a {1444rddd��_ r+ UNDERGROUND INFILTRATION SYSTEM CONCRETE T - - - END SECTION [NV-13.80 INV=12.1 cQ, ,Ica NV ;��,2.a9' co^� U.S. HWY 421 150, PUBLIC RIGHT OF WAY x SCALE: 1 " = 30' SPEED LIMIT 55 MPH mil 0 30 60 90 C0021 0 1 ; 1 , I , 1 , 1 , 1 , 1 , 1 , 1 , I , I , 1 , I , I , 1 , 1 , 1 , 1 , I , 1 , 1 , 1 , 1 , 1 , 1 , + 1 ' I 1 1 , I r_ r�iJ i I 1 1 , 1 , +i 1 1 } � I 3lyo � i I I. K I � I 1 I 1 I I W 1 I 1 I � I � z I 1 I 1 WI 1 I 1 KOCH HOLDINGS 11, LLC C3 ' I - R02400 �Q0-001-037 0 DB 5351, PG 302 NTS z I I wCN r I I � 1 1 [ ' I I U) 0 1 I I � 1 i I n i j ; I � 1 ' G 1 ; 1 j CIO I I Z) I I I W 1 I ' 1 ' > o ' [ 1 ' I r ' Z 3 ' [ 1 ❑ ' KOC14 H04DINGS N, LLC 1 t ! R02400I I DB 5351, PG 302 r ® [ II I li _ __ _---_—__—__ __ __ __ __ __ __ __, -_— n/ 0i LU W I t- W 1 C j { INtliSTA S4 XI INNSTA S-AX-L Yin Q R02400-001-001 R024OG-ODI-OM El - DO J DO r2485. PG Mi ' 1 c%- —y —. -.... �» —.. �- -- ■ "�- ■�. �- �1, -- —. —^ '�,.' DS 2485, PO 978 cp,-. —. - - _' r- 7e r-- ^"y �.. `4r.� . �'-- -�.--�- _ _ ram. ems^ Q [f] N Q ' 1 t ■ t ! ! , r rr �■ i 1 �`■r` ! rr.y-^■ 1 t , /4 '+ 1 I 1 ■ l 1 , { y i gP 90 I , , , 1 ■ I +s b. + I ■ . . ■ 1 r 1 , r , 1 1 r� 1 V 1 rl� r M4j53A Sb.C.L w � r -T t \ga BG [ I I r ' r r I` l■, �1 { i r, `■.� fi9 �, i { ■ , 1 r I , r, 1 1 r 1 1 �• i I L + 1 r-1 ■ 1 I 1 ++ [ 1 1 1 r ! '\■ ■ ■ 1 i 11 1 `\ 'rr 1 PNE 14 ME 14 PIS 1 4 r 1 I 1 i ME 121 p 1g // 1 PNE 121 r [ R0240D-001-OM M1M1''pp y� 1 r_ 1 ME 1 2 � - � - • / � 3[5 N 32'4t16" W 42MOT (TGir.y � ��qq 1 r - - 1 i \ 1 - • i ] I r r+ ME 12 i ME t2 PNC 12 iY W 3 '4]'16�R^-42MOEI, TOTAL pQt 10 1{ $ __r =K IT E 14 �iwr�lrww4�ww�rw �r.w �ww ww iw J _ -- Q [ 1 ME 14 1 - + ``I + 1 - _ww�ww� �wrrrr� f.�rw aiy�ww I I 1 U `\� I `,, PHE !2�]y PUE 1 + 3} 1 M1 PJ.�Z PHE 12fi PH 16 $1 PllE 14 ' ' I I ■ I A r , w + 1 f I r ME t2 r PHE 1z 96 248..t, PG 97 Pew 12 +-!I!"r+ , 1 1 Ir I 1 1 1 r' lr i H 32 AI'l ti-��-iP�' [TDTRL]+N PH 6 [ 1/ --- 1 `I i Pu 17. + PHE iB �E �� 1 i 1 1 l PH -r ` V '� 1 � ME 12 � i.� I f E u PHE 12 . ! H '~ \ } ' 1 1 ' PNF 1'i��r $ IS ' 12 1 f + - • 1Ile --'� }4 , 1 PHE 12 ` Pry lY PINE 14 F 1 rf W s-j r- ! , 1 1 ! / `+� { X 1 .- -� 18 ! ri i x 1 S {?U9.'i3"+.T. -_v M1M1 - 1 2a20.4T fPNE 14 �. ME 12 gl'-- ram. 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FT. 1 SET NEW f (5:1 ) I J 11 1 1 l I 1 i I 1 I POLE DUE To l l y y y 4� t + l i II 1' I ! It t j 1 f I I 1 I /� 11 I /% 1 1 I 25.339 ACC f 1 I ,� 1 1 GRADING { + I 1 1 1 �, 1 I t \ 1 t f R� 400-001- 41-000 , 11 20.�01 za 50 I i -2B-- y I yj ! I I + + I i I 1 I I I SE�MIST PORPEF TIES LEC .0 !i 20.�5 I I � � +I I t � I i � I I I I � �r �I �' I � I 1 1 } � ' D.B. 5882, C. 459 � I `� 2,.0o i I 20.2 I � 21.00 1 �1.00t + + f I 1 1 I i I 1 1 I 1 1 1 I l I f1 I 1 1 1 I 1 ZONE/1-2 I I �' 20 s0 0.00 i 1 ROOF SLOPE 1 1 2D 20.90 I t I I + + RETAILING WALL DI&IGNI + I t I i I 1 I 1 I ti JI 1 1 1 i _ { + BY OTHERS f t I I f I 1 ! I f 1 CI-B7 / Cl Iglw 1 + TOP VARIES-25-20.5 I I f ( + t 1 i 1 I t ! I + I i t T--19.5 I � T= Isv 1 II + BOTTOM V� RIES-1�-21 I i i1 I 11 I 1 + I! BUILDING I + IJ ` �' i I I=1s.a b I I + I i I 1 l y I t t t 1 I I i 20.00 1 -26 -` II 1 I I I I T I f I i t 1 1 ROOF S 'OPE WAREHOUSE � � I 1' � 1 I 15 RCP I 1 I 4 `, ROOF SLOPE j 20.5 "' 20.50 r ' I I ♦ y 1 � 7 5 0 X 210 157,500 SF 1 + 1 I 4� l 1 t1 I I I{ APPROX. END RETALINING y y l } i ; I yy y{ y { .1 - r -,�, ` 1 45 PARKS I' Il �� 11 , 1 ' 2 0 t : � .I I 2 �25 ' 'l {, �� , ; y i `� F� E= 21. 0 I I I l 1 { yLO I 1I1II it ,ll IIu,I `}rIi iylyIy fi Nti i} I1 li Ii Ii I 1 I1 � 1 i 1 1 rl1 1 1I i1I 1 1 11 1 ,� I11 0.00 { r 2i.0015"ZCv 21.00 1 20 12 `NCDOT 20.60 00 20.-2 4SIDEWALK 20.90 90 PARALLEL END SECTION ' l I1 I I CI-B9 II- I c1i- 1 T1==#111 1 1 I5 ; ,1 _ T-19 D1-NCDO #2 26.�a � 7 TURN DOWN I=16.0 1.001 �DIJH-Fl GSDMH-F2 WALKRADE .a0 ..00 .5 21.a1 20.80 a 212119.7 21.001 .D0 .00 T=GRADE 21.00 1=12.5.20.8a ,1 m 1 ° ----------- ----- "� - i 1 - -- ----------- - I RE OCATE I I 1 1 P 0.80 1 30 I 2° Q a'.o { 20.80 0.3 20.8❑ --- ------ I 1 0.3 20. 4 0 0 20.80 2D_3 , 20.80 3 0.3 20.8a 15" RCP 1 f I FIBER , < < 1 f f i y 1 I � t- I y� T 1 oPT1C o l r 0 3 1 0 0 + I[ y l l 1 2 .3 / a - , �I 3 I w 221 t 4 0. o I 0.40 _ I 0.30 / SbMH- 3 i 1 I -Z 3 cr� ° I� 1 I 11 t� i _ - y I I r r 1 1� /� I tiIT=GRADE COMM RCIALE N TC 1 1 0 o�gop ° 1 2 .00 � 20. o 20.Q0 I Il 1 1 I 1 ,20.00 z0.0a� I i 1 00 0.00 20.00 2a. oo I-12.5 0. c O d 2Cq� 00 00 � Z o t I, � � Q cl �00 Ln - 00 F-40 p�W C 110 N P. f /A{ / Licence #C-3641 21.80 20.�}5 19.Oa DRIVEWAY W/ 10' 1 45 , 1 FLARIES(13' E R ` ' v� ° o - I 1 1 CI-F1 I I �� i r - r ` y �' - -� 1 1 : �� I 19_ a 9'l 311� 3'l 'I 7 1 ° - J T-17.01 1 i v U LT1.12 _ - 8 60 - 1 I v 1 1 ��x y 1 Q WI E , n -15" - _ 1 h " 1 1 j 9. 0 `' 1 1 Ii Des JST 1 21.15 - �1.0 - I I 1 \ , E TE E [ t N ' R P ` , 1� .8 a _ _ _ p y NSTRUCTION 1 �ss 55 �=,� �� - �S i5 RCP- -- S ss 5s 5s �� ClF14 SS o � s DRW NKS - _ - SS SS SS 55 SS - ENTRANCE - l V -----1 - _---------------� '1 -T 19.0- �o - C I -- - -- --- - 2 --c-- - - -- - 15 ------ 1s.0 18 ----- _3. D a a �1-F5- _ - DATE 2/27/24 i=15.O - - - - - a I=16.0 ■�eai PIP 1 �1 °a N , W6 00W� � .�.� �..,� � � � CI- 11 T=17.3 9.75 T----19A a 15 RCP - _1 5 MH-NCDOT#3w - - - r _ T=1d7.0 - SIR - =14.5 ��■ve w- T=22.0t 16�V--- 16W W--16W-,,16 �-2-l6'WL--16W15w 76w _1 EYV _ �d4 16w � T54� lbw - 16w 5w 16w� �6rr`-- �751y- - j�VyL - �sw - 41 ! 1S]� - 1�LV- - 1�21 - 1 H I _ g -`� 4 rCI-F1 32'47 47 W'� 116W �fi =1f� -- �6V�� ~, 6W i6W 16W W 1fiW ` 1 i6W ,4a�.r��► ;;,;Q FL I=17.25 -}7d.� u -FM FII FM IA� fTA -FII ,Ati��'!A .FRY-.. .FGL"� FII FN-Fm-FK---- FM -FM - FM ~ ~ - - - "�- - - - - - so SD JI VY fI V }L! ■ Fb� ^Fll FN �FH _F1A-FAI�FIi F!R F1f FM N FA1 F1 8 R CL FN FRS _ i11 ,= I=14.25- - � - - _ - _ p.v (SEE DETAIL 840.52) I �L `- ti LOD - � � � � ; Fv, FR �-FM-�,�-� = �, , F1A-FM _ FAI� _ =� � �� Fw,� � FM -FM Fv,-F� � - FM-� COMPANY & (RAW WATER) . n 10=1�.D - - - RIGHT OF WA Y �- " -1 - SWAGE # - 48" R� VIIAT _ s� J1 20 �s.s SEAL •do w- w----•-w-RESET GUY WIRES w--w w-w-w=. �:=W-=� - �,- -w w-w-w 1I-w -w- W/ EMERGENCY C ' 1 �g 1 1VCDOT PARALLEL w-w- w w-w-w --e ^w w_ w-w w w-w-w- win w mow- w-w w w-w-w w w w w -w�w-w w w UE TQ GRADING. - - - - - - NCDOT - - _. _ - ^ - - � wfw � w �- w-. w-.�_ END #3 � � !� � -�- ( � -- ---OVERFLOW �'i7.0'-1��G-------------- n � _ �UR� A E zo.osf :�- : Z �. -►� F6 FO�--Fa-FO-F°-- Po FO-F FO cO J`" "' - , ] ❑'Wx15'Lx12"D FQ-FO�F'a=FO FO-FO- �FO Fo-FD Via- -.Po -F4^« S DETAI 20.16t r 1 � ❑ 004*N UT Vi-UT-VT-Ili-VT UT--UT-U In lfi�--UT V7 LIT-i]i ur-UT-ur�Ui-------uY OT`UT-^uT--- Y�---UT-----�--lii---------4i-u �3- CT w,iL �•4 Ili-llT-l1T-UT-----Vi---UT-11T-U7-UT-UT--UF� UT-�IIT =Qr !Jf-VT Z7Y 1'I� � �� - -�-FO F° FO FO-FO-FO-�FO F° FQ-Fp-Fa�FO FfL �O-FO I'p•� 0 FjN ^FD FO ~F1��Ftl FO��❑`F FO- 0. G UY--I1TI}T-Ui-IJL UT IlI Ui-uT---Ui----GT-----ITT ur-uT-ur----ur U-uT---�- UT U�"- �1'[ TAUT Ili�Ui UT u'!-��III �--T-� Jim Ui �r;$,, ��L� CL B RIP -RAP ED ��f EE DETAIL ^ _ - - EXIST. DRIVEWAY 1=18.5 20.40t 20.33 20.27t U.S. HIGHWAY 421 NCDOT PARALLEL W W 2a.11 t o & TURN LANE NOTES: END SECTION #4 CONSTRUCTION z z 1) ALL INLETS UP STREAM OR DRAINING INTO THE UNDERGROUND UNDERGROUND 150' PUBLIC RIGHT OF WAY ENTRANCE J J INFILTRARION TRENCH MUST N HARDWIRE CLOTH AND GRAVEL INLET PROTECTION.LUDE SILT SACKS INFILTRATION TYPICAL INFILTRATION SPEED LIMIT 55 MPH SCALE: 'i `r 30' (SEE DETAIL} 2) BOTTOM ELEVATION OF ALL INLET BOXES SHALL BE 1 FOOT 0 1 U N BELOW INVERT OUT ELEVATION. SYSTEM a �o sa so 3) NCDOT SWALES 2, 3, 4, & 5 PROVIDE STORAGE VOLUME FOR Q Q INFILTRATION TO MIMIC EXISTING (PRE) CONDITIONS. 15" FES-B34 1 1 ! 1 A"' V V t 1 I PNE 14 RN E AMP. _ 1 24 FES-B35 1 ABANDON WELL PER I I 24 FE5-B3fi W/ 55' EMERGENCY #1 15 Wx15 Lx12 ❑ 5O EMERGENCY #2 , M 15'Wx15'Lx12"D � � � I I l I � � H �_ �� P E �' W �0 Wx�O Lx12 D r a m 1 I W/ 15 Wx15 Lx12 D ! / STATE &LOCAL REPS. 1 I � , \ 15 Wx15 Lx12 D SPILLWAY SPILLWAY �I�� I ��,; SILT _ B RIP -RAP ED 1 CL B RIP -RAP ED REMOVE FENCE &GAP 1 1 L B RIP -RAP ED ) ELEV.=14.35 1 10 B RIP -RAP ED ELEV.=14.3 I FENC CL B RIP -RAP ED IO=1O.5 I I ICI= 0.5 I PNE EXIST. WELL. 1 1 b ��.0; ❑.5 w SEE DETAIL I IO=10.5 PP „SE .,j�TAIL�`r 1 PNE 1 �(} NE Z IC=10.07 (PHASE 1 ) Z } 15.40 I I z ' 15 m F J '---1 5 ' S❑ SF ^" -� UA _ L l I 1 I I v� 0.5 5T0 ATER 6' SKIMME I ��.z5 p � � N t I I i 15.25 = 59,250 SF � rn Co z i }'-'� TOP=15.25 24 FES-B38 BARREL 0 13.5 1, I 3� �,, z d d \ - - \ i 'I- f BOTTOM=10.5 10.5 = 20,839 ISF ' " - a La o Z 20,839 SF �' � 1 1 i W� 15 Wx15 Lx12 I] t I � a 1 „ I CL B RIP -RAP ED s 0 1 O.5 EC SKIMME - 11. N C P _ � � w N Q IC=1 D.5 SEE DETAIL IX O-�. n. I a _ n z C!] RING \13) \ F r t f I 1 5.2 f j !I r I] rr o IN 15�75 ❑ W I 5 TI14.7 I ` I 1 I - 1 1 I -4 i GI-813 1 x1 15.50 I- o Q LLuu Z I . L =2 .5 �� cl �11 r CI-B12 . LE = 4. 7 T-14.7 1 , 1 � W =1D.75 r T=14.7 T=14.7 1=1 ❑.75 \ I E 8 I o 0 U I N m Z -1 O.. 5 1 c� I I. 1 - i d I--1 D.75 _ _ 1 , I EL V 1.8 38 I I 1 I1 1 , , �I 1 1 FES-B39 Wr NEW CI 1 �' 5.$0 r E; 3 W ❑ 15'Wx15'Lx1 2"D CL T=15 0 �� 15.50 > Z r I I I 1 1 HD CONCRETE �, r 15. -, 1 Z B RIP -RAP ED I=EXIST 1 � I W I� r � ¢ � � C3 1f , h 11 1I II 1 11 11 11 I + r 111 1= 10.77 �' (BUILD OVER 1 ,� 1 �15 Z I Z 11 I d Z Z > > \ �'< I �� r r r ~ EXIST 36 I `, I p Q z 1 f .�- -\ ',�I I I_� C`7 • I I - 1� d d �I❑ z � � 1 � 1 d 18.40 FW - . - r J FW � 16.40 �]l `�s l I M - I �/ _ FW � � � � 1 �-4❑ II � � � � � J � � - � � ` � - Fw FW � ly - FY{ - - -{- FW � Q 16.40 ` 16.40 / 7 r t 6:30 1 1 J ! ni 16: 4 .4D I i FW , FW ,Fri FF4Y F V�.- - FW FW - •FW - FW � F'W -� - F1�! F'Vl` -- • 'FN : FW •- . f1M .-- FW '- - - FSY• �. FW - ¢'N�' � � - iLF - - •FVC - - F:Yf• � �F'a �Y 175 i' I C l I c� _ 'EX}T �• FH• I RETAINII�fG =1= � . - I •�. r •0 C• •�R• � HD CONCRETE 1- : • �-i ON ETE - TCo 1 I'. .. . ... DESIGN BY _ .. I INING 1 7 SLOPE MIN. =I 1 SLOPE MIN. I✓ I _ ui 1: I I 3 Y' :I. 9 1 r ui �r _ OTH R5 _ 1 '= _ � w _ 1 f _ SIGN � 1. .. .. : � r .. RETAI G Co r , I HERS' •1• � • �. -.l -WALL DESIGN' I �• W U - W �• - - .. .. BYOLu t- THER'S� p+-` o I iY 7.0 I PER 1 1 t. ] w o �. l i 1 z 19. 0 2:0 :� RETA�NIN o r '1�:ao: _ tH rZ I Q I _ -i' +-�.. DESIGN ]- � 1 I a U 17.a0 ♦ I 17.00 1 17.0❑ I 17.00 I l 13.a❑ l 4 17.qi 17.D l 1 I 17.0 17.0 1�i.o I 17.0 17.0 17.0 17.0 17.0 17.0 17.0 ' ; II j; �TH W z z ZV 21.aa I 1 + j 1 1 i 21.0 j , 21�00 21.aa ,� I 21.00J ,� 1 21.00 ' 1.p 4 i i 21.0 21.0 21.0 21.0 21-0 21.0 I I Y Q ti m I I 1 1 1 f ! I I I t l � � I 1 �� 1 t �I O y, � WUW�-a 1Xs 1 1 1 l I 1 zl ❑ 2i (n � rn II I Il •) 11 I 1 _ r- a - O Ii :v LL M 11 2050 Il I I 11 l i t 1 1 1 I ` l I ` 11 I 11- I I W j - 130 \ �♦ 1 t I I I 1 l I I I 1 1 21.0 20.9 ��' .0 I 20.50 •p � 1 � _ I 20.2 /I ♦ I 1 I / I 1 1 I 21.00 � � 21.00 r I i I i I `, 1 �, ` 1 l l 1 I '- V) f � I 1 _� I II I 1 `� 1 I I { 1 1 1 11 1 , I 1 ` I I ', I; N I 1 0 0 I ! l } 1 1 - , 2 .50 I cn IN,2D 2a.9❑ , 1 I 1 , 1 ROOF SLOPE. - - _❑ I �, I� a.aLa CI-B7 / CI-B6 II I { t 1 11 11 �' 1 1 y - `r - I� Q 1 Q o - I T=19.5 I 1 l 1 I - y �\ al �cvo ! 1 I I 1 I I 1 1 �� T 19.5 1 , - - I 4 al 2rq � 0 0� w rr =1s.D /. { �� I=15.D ,, j 1 1 kti I B J L_❑ I N G �� _ _ 1 - CEXB15 ISTtl ERkA i' 1s. N I 2a.a0 #! i I r 1 l f ti n } EA EM IT ❑.51 I�, 2D.5D _ ROOF SLOPE I r , ! V11ARENUSEi 1 --_ ROOF SLOPE _�- T-19.11 I c _ ILn ` 01'�� 1 15 RCPt d I - - - .10 I D 1_ D I II �" R+ ��w 1 I I II I 7150yi1 -�- m 1-15 :13 t; I �EXI (� "' w 17,5�10 59 `� �� z I I CI- W 1 1 I ! 1 r `__ j l I W a I , I 1 I 1 I� T-19. x I �� P1ARK� r c_n I i 1 �a I�_ - � � 1 1 f 1 I r , U , I-14. C� 1 2❑ oc 1 i N , I I � � x I 1 � I �-- �,GN I I I �� r 1 , rr r I IN rFE 1 ��} �� _ - - -� _ '� I i�� ,� 2a.50 0. ❑ 21.0 20. 9 I 1 11 � 20.50 I w cv 1 21.0a t j 20�2 21.00 �Y�� l I ! T I ~ --�� - ��-f ',-��3- ! ; '� 2Q.4 { 0 4 1 I I 11 t t l I� i 1 1 f ��, I 1 1 i6 ' I w 20.9000 20.90 I , I I I i l 1 I \ X.19�6 j I ,_A N �,, ♦♦ II I 11 I I I �l i I I 1 `� EXIST ia.5o I, I Lr-M L, 1 1 I I i I 1 I � �„ �;Ln CI-B9 3 CI --BB / I 1\ - I I I } I 1 1 '1 CI-B17 is f 1 ~� A u g T-19.40 ' '� �� T=19.5 I 1 � I I 9 �- \ � \ r 1 \ ' I�� EXIST 1=16.0 \ I \ 1--15.75 `� d, ��r I 1 I � � � 1 � ' '- �1- --��, �=1�.13 � I 1 � `� [7Qo^ 1 ♦ 12------------- _ ___ _ f I t ; I 21.i� 2i D 21.0 / 21.0 21.D - 21.a € I� Z 0 r �21.00 i 1 I 10 �� ! GI-B1 w I . \II 19.7 z1.❑❑ - -- - ♦ - - i l II II 1 -- 1 2a.so ` - - za.�❑ - - - 2a.sa 2 s❑ _ C I I-15 o 20_sD t 20.80 1 /] 1Y,1 rlll I 20.80 rJ" RCP 20"3 2a.4 1 2❑.3 20•$0 D.3 0.80 D.80 2D. D , 20.3 2D.3 20.3 0.3 0.30 I I II 5 �� I _ 3 ♦ o.a I I �DM�-Fl4 1 1 ❑.3 3 I 1 1 DM -3. 5 a I 1 5f-ISDMH-F5 I ❑ h IT=GRADE I 1 ♦ h I T=GRADE I 1 1 1 1 + =GR12D Ill I T-GRA❑E II I 1=12.5 0. ❑ 20.00 / 1=12.5 120.00 20.00 1 20.00 2D of 20(00 .5 jl 19.2 20.00 20.00 i I t 1 �] g RIiVGEXIST0VE ry .aa ' �4 2Q.2i 19.00 I c l f _ - 18.1 I 1 I EXIST s gD Tl 1672 I tl , Licence #C-3G41 1 19. o I CI FAO 1 .8 O �_f n C I �'• _ ,, 1 Iy 11 0 15' /T=RAISE TOP TO: 17.25 18.5o ° P J I=13.99 '� 9'� 3'� f23'{ '� 7 n L a ° -P a n ° _ 15 RCP ° a Sp I-14.118 � 1 ❑ ° ° SS GI-F14 u o ° s5 15" RCP _ „ ,• _ 1 " °oao° T-19.O- - ° � - - - - -- - - 1 fi - - - - - - 5 - - - - - - - - - °°°a ° - - �`' cim. JPN r 1=15.D �$a°° °-�� .`I1T5 CI-F1 fi ` f - - ♦ - 15 l- 1 - - - ` ^ -- 19 -1.6 7.48 ° 4°°° Po S Dom. _ NKS o°A aoo-T=19.0 1 T-17.�� _T=17.0 1 s _ 1 - -.. _ T-17.3 - ; T=i 7.3 _ - 14 - �+ ice�i]]`` �j 379. E9 - �'75 ° °Ao❑ I-16 � 1= =14.1 OHF �E E 9HE ` 1 1UHE I-14 25 -O! �-� � A � � � 6W 16W OHE OHE n r - / Y .� ` ..- '- W EMERGENCY -- lbW- �R` -.. DATE 2/Z7/24 I 6l , W 16W 166W ' --- 1 16W 16 1 W 16 6W I I 16W l 16W 1 W 1 W 1 16W 16W 16W 16W 16W 16W 16W 16W 76W 16W 76}19 16W 16W 16W 16W 16W 6 1 W 1 OVERFLOW 01%.0- - - �FY so so c -FN---iN-FN FM- III F ]I�FN FN-F11--iAI-FNat-FN- FII FN F1A- FiA FN FL5-F1�-^ FM �, E DETAIL-F]A FIA�F1� i/ --FN �FM FM FIA H F1A FL �FM-�Fm_ ll FM FM `�� ■�I FY FM FN FM 3 _ F FN F1A FM \ - - _ LOD - - QD �� LDD �■■` LOD L0�` tOD - 17.1 D r '- \� �[�1 CA �� • AT R 9:5s -1 -i9.5 SWAGE #3�-------� __��rr�-� 1 -� ``8- I L�D�LOD�I�D1.4'�•P _- -- ~- --RIGHT DF W -- 2a.0> - M _ - w �w y- CURB TA E w �w w w-w w-w w w-w--w- NCDO w w-w-w-w---w w w-w w-w-w-w-w-Svc`-w w w w w-w-w-w-w-w w w w-w-w-w-rr w �w�w1w-w-w-w-w - w-w-w - w-w-w- r� w-- -u,-y = w -w-- T w w w w-w w- w w ��-w -w-w- - �_ 1 - ____ T I s ///�� 20.09± pc /'7 SWALE I=13.$D SEAL �� ^� 19.8Ff 19.4❑f r ~ ~- ~ - - FU F6-Fi ►1 /'� F° Fa FO--FO-FO-F°- FO-.- F° -FO �F FQ F° ° FD Fd-FV FO Ftl- O-FD- FO---f¢`FV FO ~FQ _JF°-FO-FO-F FO-F° FO�F° FO fa �F❑ F° F6-FO-FD-FO F° FO ~• FO-F�-F° Fq- �FO� F°- -f0 F17 FO FO•--FV--^FQ-FO-T'9'-'---'FO-�d'�€i%�'F i$ /N LDLJT T VT-- U7-ur�vr i��V7-VT�UT�VT�--UT- - �, VL�VT Ui "=FI SLO ur-�T UT-UT-UT�VT�UT VT VT-VL-UT-UT UT UT--VT---'-UT� UL i �i �T -VT VT�OY----UT---VT-UT-IIT-yT•--Vi-UT-UT�F� "L Vi LV �UT -UT yUT UT UT -VT- T-�l`�iiTv �Ui VTUT��i-mow NCDOT PARALLEL 17.2 t 1=16.1 19-04t EDGE GF PAVEMENT END SECTION #fi - - �•°,yfN I 17.50f 17.43 1 .3fif -- 17 ��♦••�•GI■..••S�`++++ 2p.4af 20.33t za.27t zD.11 t NCDOT PARALLEL •� TUN �+ W W END SECTION #5 SEE TURN LANE I EXTEND EXIST 18 J •■ ■■ CONSTRUCTIONI sit, CONSTRUCTION W/ 1O'Wx15'Lx12" DETAIL ON C4.3 RCP CL--IV (TOTAL ENTRANCE = RELOCAT ENTRANCE CLB RIP -RAP ED NOTES: LENGTH=154') (SEE DETAIL) U CI-F21 J J (SEE DETAIL) SEE DETAIL w 2 = 1} ALL INLETS UP STREAM OR DRAINING INTO THE UNDERGROUND IW I T=17.25 U I U INFILTRARION TRENCH MUST INCLUDE SILT SACKS AND TYPICAL 111- I I- HARDWIRE CLOTH AND GRAVEL INLET PROTECTION. � � SCALE: 11 ` _ 301 3.85 d d 2) BOTTOM ELEVATION OF ALL INLET BOXES SHALL BE 1 FOOT BELOW INVERT OUT ELEVATION. p 30 fip 90 3) NCDOT SWALES 2, 3, 4, & 5 PROVIDE STORAGE VOLUME FOR � r INFILTRATION TO MIMIC EXISTING (PRE) CONDITIONS. Ln I11 24" FES-B37 W 1 _ _ __ , _� U) ENE 14 FINE AMP. � 36 FES-B40 �� 36= FES, B41�� W/ I 15 Wx15 Lx12 ❑ CL r 15 Wx15 Lx12 D CL ' � 1 , t � � m Z 15'Wx15'Lx12"D 50' EMERGENCY #2 PNE 121 r 15 Wxl5 Lx12 D 15 Wx15 Lx12 D 1�; SILT E_ W/ 20 Wx20 Lx12 D 20 Wx20 Lx12 D CL B RIP -RAP ED t B RIP -RAP ED TEMP. SILT PNE 12 j tr a SPILLWAY 1 N CL B RIP -RAP ED - FENCE & PNE 2 CL B RIP -RAP ED +� I[/ CL B RIP -RAP ED I FENC , CL B RIP -RAP ED B RIP -RAP ED 1 „ ELEV.=14.35 24 FES I=10.5 I�NE 12 -- 24 FES 1=10.5 �A „� -LOD, .._ �3 . Z t/) IO-10.5 �'� „sE TAlL� r 1 PNE 12 NE 2 ,,, �; K 24 FES 40=10.5 PIE 12 z �, 10=10.07 (PHASE 1 } 1=10.05 (PHASE 1 } �N I ;,, �N 32� 47 16 - 4�u. uu u H�} U _ �,�� 24 FES 10=1 ❑.5 - IRS o Q 0 oo0Qaoo 15 L__j oo0000 o0o 5 I 1 �� _200.`�:5 � rr IS z o a o o 15 15.40 f 1 .15 o It IJ s ` I 11. 11. N " 6 SKIMME 1 15.25 , 1 '� I - �- "STORMWATER BASIN 2 1 D• 10• / / LIJ 24 FES-B38 1 I �� 1 I i TOP=15.25 " 15.25 = 24,406 5F 24" RCP `� Cd I a o Z Z 15.25 = 59,250 SF , BARREL 0 13.5' 24 RCP 24 RCP , r o 10.5 - 20,839 ISF W 15 Wxl 5 Lx12 ❑ { ^� BOTTOM=10.5 , __ - 10.5 = 9,698 SF N o / I (13 } (13 } - �_(13 } �- r m 7 ❑ r J 11.5` CL B RIP -RAP ED • EC SKIMME 1 cP S� 32 5' - 10.5- ` . �� 10. 10=10.5 SEE DETAIL - i 11. llllr O Z 0 = z m -� 1 .2 - \ -- -� I 15.7 5 1 .20 "I 5. 0 1 .2 �5 1 (13 } -15 = v o O IN 1 �1 � f r � � � r rz W I _4 I CI-B13 " r 1 5.sa B I s.s0 = r r DOUBLE CI-B20 1 I x� W 1-- I _ 1 1 1- t `� �/ DOUBLE CI-B18 DOUBLE . 1 T=14.70 DOUBLE CI-B20A I ❑ Z CI -CI . LE = 4. 1 T-14.7 �. _ ! 1 T=14. f R NG _ 1 T=14.70 �= m W { I=10.75 1 F- - - 8 70 CI B19 1=10.75 24 A] 1 #5. Fi 10.75 24 T 14.70 i=10.75 24 �, 1 ( } ( ) _ , J 10.75 °�. r.. r W 1 I� `� r' I=10.75(24 } i 16 W Z 1'5" FES-B39 W/ NEW Cl#1 0-' 1 5.80 1, f == T I I I I I-1 + 0 ❑ - - 15'Wx15'Lx12"D CL T=15.0 �� 15.50 �j Ir EXTEND EXISTING 36 CPP II ELEV=15.35 1 Z j B RIP -RAP ED I=EXIST w s. I TOTAL LENGTH 140 I I �-- . 1 '� l-1 16 Z Z 1 1 'I f/ 1 HD CONCRETE-/ I Ix _ _ _ 1 fr Z Z 1=10.77 r (BUILD OVER l - J A :J 1 1 NEW CI#2 I ► �I I � r- 1 ❑ 0� Z tit �� EXIST 36 } +_ _ _ �1 T=15.0 I ,' 16 l Iti & � = a 16 _ �� ',1 u( U "i 1 16�I=EXIST { ti{ ! - ,r { Z Z C7 -^ -��' ~ 1 �� Q Q 1� I (BUILD OVER I ti !_ r 1 ff I I 1 ❑ Z EXIST 36 -rll'1--,_• - . - Fw \11- FW FYF- -- -Fw � 16.40 - 1 s. 40 _ .+ rt - - 1 _ I I 1 1 I I 16.40 IP) o 16.40 / 17 CAI •.1 J 1 = w _; 1 ! / w - ,- -: -. .. Fry -FW - ys- - . FW - -t ,Fw'- F+w►'4- J s = J • � iW• • - ' FW.•. - _ -. - . E1N • - FSN----`- -'-• FWI - .� FIN' - -' = - - - - I ,. I: z FH �. Y 1 Co - - HD CONCRETE :� _.. _ i _ I _ - Q cn 1 W _ -HD COIVCRE�E w :- RETAINING' 1� SLOPE IN � o- ._ o'w f I 2 a -E- •z 1 a SLOPE MIN. .1 :• - :.'WALL DESIGN z x RETAINING - 1 1 _ BY OTHERS w •a C3 _ � 19 w WALL ❑ESIGN' W DuivlPsr - J 1 I . •ate � � o .. , .. BY OTHERS•-.L.. .. � � •, I , . r• F.: . I -}• 1�.0 .l . CL %0 n I• s I 19. o / 0 RETAlN1NG� WAL 'F � �] H I z1 a rr^^ .•r• •17.0• W W DESIGN BY x J C7 I I• I w u] w Ln - � I Z • 1 .. .. .. • •. - -- - , I p I ETHERS • - : .� - : • ... •- o W Z - a - w 7.a 17.a 1 %•� 17.a 17.0 1%•a 17.0 1 t{ I N DOCK DOORS 1 7 a 3 DOCK DOORS - 1 DOCk ppp� 21 a QCK DQQR - 3 DOCK DOORS 2 0 2 DO DOORS Co 21.01 I [!1 21 1 4 FUTURE K.O. { 21 , O I 3 FUTURE N.O. f �1 4 1 ELFfURE K. . Yi 1 FUTURE K.p. Z1. a / 3 FUTURE K.O. 2 FUTLI�tE K_p- 'Z1 ,Q 1.d L(� W U w p_1 O l ?ACC l 21.0 21.0 21 0 21.0 i } / / 1 ❑ u� � r 4 1 F 1 4 I ROOF ACCESS ADDER 0) i 1 11 117 1 1 SPRINKLER RISER ' LM1I/ LpCKABUE LADDER 1 , GUARD I I SPRINKLER RISER DOWNSPOUT ALL BE DRAINED , ` TO DAY-UGHTELOW DRIVE-IN 1 1, LLJ I ' 1 I % ' ' r RAMP - USE 2UR� 7F199WITH DOWNSPOUT SHALL E p� 1 60 FT� ED BAY / FLAPPER. iYP. ' 20.92 , 1 1 1y, TO DAY -LIGHT BELO DRIVE-IN k - r E30 ��.0 RAMP - USE IURNZFtSI9WITH [ II , ` FLAPPER, TYP. WAREHOUSE 1 21.0 1 20.9R-�' o �� I z0.92 + I l ® I J�� 21.0 t tFI J I - - 1 1 1 � i J � I 0.5a U i ' II JJ ROOF SL4PF' WILM INGTq'N TRADE CENTER - BL (LDING 3 3:1Lo N 601 W 1 �I 1 �� 00 EXIST . ER A II N [19. 01 j I �1'-4ROX. 1C�0,080 SF / MAX 2 00 T I ��a� o C1-B15 EA EM ' T Ila C' 0 I r ' 32 FT. CLEAR PARCEL INFO 1 SLOPE S ROOF SLOPE - �`J- -- T-19.11 1 C ti 0-1 J, - -- -DOORS I N w D 1 0 1 I _ ^ 1,103 744 SQ. FT. ± _ I - - - I � (1Z 9 X1U DOCK D ORS l _ 1=16.10 ._ _ } � 25.339 AC. ± EX: t EXIST r' _ I Ln a4 1 ; 1 CI-B14 { ��i �� (12) 9X-10 DOCK BOOR KNO�K OUTS R02400-001-041-000 I W x T-19.09 { k r� (2) 1� X 16' DRIV&IN DOOR SEAIVIST PORPERTIES LLG 60 i t Z (} 1 1-14.94 { r D.B. 5882, PG. 450 z 1 2 N x 1 1 1;� - I a (2 B�JMPERS PER DOOR) ZONE 1-2 a 1 r -- w 1 I 1 CL r - - 21.0 1 2a.9 ; lip 1 20 s 21.a 'f 99 DARKS 1 ui 1 21 0 1 � �0.50 I c r � FF • 21.0' 1 k .� it 4 cn 0.0 1 r o k 1 a x"I 1 Z w I 1 1. B v7 0 / 0 x:19,6 0 50 1 11 � I i I � � � � 0° 'n N K1 EXIST Q u CI-B17 1 1 I 3 I r I 1 2 _T-19.40 I� ; [II 1 1 1 �� v r _ ` �� EXIST �+ - - - - - ' - - 1 =1 6.13 1 11 CI - B 16 CANOPY ABOVE ' - l , CANOPY ABOVE , _ CANOPY ABoy� A}7 FCANOPY/AROVE I 21.0 21.0 - 21.0 1 II , - 1 r 0 �a.73 ,T-19.15 E 12o.ss J' I-15.68 ,z0.92 z1.o � z1.o 20.92 z1.0 21.00.70 21.0 20.92 z1.o 1 �+ � � x _ - - 15�1 C P I, , , N 1 - -- ------------ -- 20.sa _ _ti ro 20. 0------- - _ .� ----- -- - _-� L--- 1 20.3 20.3 0.3 20.3 20.30 + 5 0 20.30 �U3D 20.30 4.3 0.320.92% 20.10 20.92� 20.1 a-3 0.3 20.82 G 4 DM 5 1 5f-` I' 0.II 4 ' 2 2 2 .82 - 20:3 1�1 I 20 SDMH-F6 1 I SDMH-F7 0.2 U. 20.3 .3 0.2 20.$o SDMH-F9 2.1 I =GRADE k 1 T=GRADE I --r T=GRADE ` 3$ =12.,5TTr`- � � � � - � T=GRADE 1 4 20.00 20.00 2a a0� REMOVE _ 1=12.5 1; 19.2 19.75 I=12.5 0.2 0.2 20.10 �, �� 19.9 20A 20.1 20_15 1=12.5 19.50 3 16 20.1 20.15 2a.2a 20.20 a.10 g 20 EXIST CI-F21 CI--F22 1�5° EXIST 8.9c , ' n 19.0 U 1 Licence #�-3G 1 �, � 18. CI-F24 1 T-16.72 � T=18.0 � C ORI N G 19.7 � r 19.5a 19.25 � CI-F20 = 1 - 8.5 - �' 1 L V 1 9 50 ,,, SDMH-F8 T=GRADE Cl 25 • - �� T-17.50 19131 /23117 n T--RAISE T0P T0: 17.25 1 1-13.99 I I-13.50 �, 1s.5❑ .. n r . POST � m { 15p / I -14.08 18.5 } I -� 1 I =14.15 DID JST = 1 P 15 RCP 5 RCP t 102 E I} 1 $ 0 8•s 1-12. 5 $ 5 8.2 r� CKD. ►1PN 1 - 1 3 oa o a _ L7 ` q SS SS 55 SS 55 SS 55-[No oa a 18 17� 16 1 1 - 5 17 11 N V=12. 21 r DRvm. RPH 1 1 -- - _ -fig ------------------ 1 --- - - - - _ 13 - - ,_ T--17.----�-;T=17.3 �� 1 1 _ T 748 ooDn6° � r - I --- - 1- 13 - - 5 _ --- 16 1=14.25 . 79�09 1=14.-5� � - � � F � - � �12 � - �' 12 1 � 1Z L � � IR aATE 2/27/24 p1EMF IIFV I W 16W 16W 16W ~ TWO5W 16W 1 15W 16 1 'N J - 1 w w w w 1 �- w-w w - f W --- w w�- - 77 - ■tl1a18a ::::E-OVERFLOW 017C0 - 1 1 Z `�o■ea C►4 ar��b ti - - .�► ......Ra -SEE DETAIL- 1 ~~~^F7A FN FGI-FM F}A FIA�FH �--FAI FM F }q---^ F}aFAI F17 FM^ N FM Flk ��R•/j F1.F� FN FN FM- FM FiA --•-F` -1 ` f 1 4 ` �„ LOD LDD LOD s LOD La>r 17_10 V � ° - - J RIGHT OF W - - - - 1 '�� - 16 w - - - -�RI T O� AY 48 RCP_ RAIN WA R 15 r 13.25 0? d{ tb w �`-w-w-w w w-w w w-w--w - -w-x- w�w__w- w w �w� w u �w� w- w w- w w �e�N x w �w w x w r+ - ---w- w w-w-w-w-w- -w-w-x w j w-w w w w TM TM_ w-TM-w-TM -�S ALE �w w-w-w -w L �w g�..rrr[ r� p M{ r 1 _ 1= A p - SWALE #4 yry( f _ _ _ - _ FO-FO-FT FD-FD---FD-FO-FO-FO-- 1 3.80 FD FO FD-Fn FD F0 FO l 4F.Po�-FO = FD-FO-Fo FD- FD FD�FO----FO FD FD- FO--FO f�-CFO �Q FD FOTFO�FOFD FO��` �---Fq FO = Fo-FD-F•n -- (NCQOT}�-� FD-FO' Fa FO-FD-FO-FO---FD FD FV Fp-FD-FO FD FO I°d FO FP FD-FO FO 198 T-DT ------ 4LT=D�-��NCDDTvr-uriur uT-ur-ur- r- �-�.. D?-ur -vr ur �r-e.� ut^�or��a ur ur uT ur ur-ur ur-ur-ur -ur ur u�. �uT ur ur / uc. cur ^ur �T=`iir ur-- Dr uT� ur r r- ur ur ur-vr--- ur ur-urDr u ur ur ur - NCDOT PARALLEL 17.2 1f - - EXIST: DRY�IEII��►Y N 29 LUU LOD L ........� LOD LOD L CULVERT TO B - - - - i��y ;�NG� E tom,:' END SECTION #6 --- EMOVED & SWAL NOTES: �+ 5 17.50t 17.43t 1 .36f J 17 1 s 72f Ci -- F23 TO BE RESTORED 1. CONTRACTOR TO CONFIRM FINISHED GRADING WITH �y'UN 0 EXTEND EXIST 18'° SEE TURN LANE ARCHITECTURAL PLANS. CONSTRUCTION 1=1 3• T=1 7• ' I f V V= 12.1 � 2. SITE MUST CONFORM TO ALL ADA REGULATIONS. MAX RCP CL-IV (TOTAL ENTRANCE _ RELOCATED DETAIL ON C4.3 2 TEMP. ROCK 2 TEMP. ROCK �j LONGITUDINAL SLOPE ON ALL ADA ACCESS IS 56 (I- V To 20- H) NCDOT PARALLEL 1=14.15& MAX CROSS SLOPE Is2D�t1r4"PER FOOT) UNDERGROUND LENGTH=154) (SEE DETAIL) U CI - F21 END SECTION 7- CHECK ❑ AM CHECK DAM 2 TEMP. ROCK 3. SLANDING LOPE OF 2°E IN ALL DIRECTIONS. SHALL HAVE A MAX INFILTRATION ~ ~• T=17.25 # U.�HlSTAY421 W/ EMERGENCY CHECK DAM �,' 1=13.85 CLB 1 O' x RIP -RAP 150I PUBLIC RIGHT OF WAY OVERFLOW @17.0' x SCALE: 1" = 30' SYSTEM ■ 2 SEE DETAIL SPEED LIMIT 55 MPH SEE DETAIL C� 0 30 60 90 u I i lbw� RAI 11111 mim INVISTA Sd.r1. li RD24OD-007 .6m � DO 744% PG 978, 1 DA-3 , I I I I I I I I I I I I I Mr /tAI! .__-.....__......_.._..-,.___..__--_._-__________- 1 1 I r Drainage Area 13DUNDARY LINE TABLE LINE BEARING 1 DISTANCE L-1 5 571213 W MOOF L-2 5 32.4749 E 50.00 L-3 N 57-IP,S E 2301) DIN5TA SA.r.I. L-a 1 9 3Y Ag 05 E 1 21•00 R624DC-OD7-D07 �� DO 24&% F'G 978 , t 1 1 1 iBQ DD 1 1 r .'!x ''•1, �� 1 J �. kwatl GIMP[ ■ 1 i `s 1 1 �• i I, 1 r I ; [ s� i � 6� FM/ i 5 6 Ir t r i i eR 1 1 i 3>�• TOTAL) l r (RIMS] • - _ 1 i f�� _1,��-.. per- W -��■�� " �`�- -�,. •+q ► �'�6 p.�^ � . �111111111 �■..��11111� illy��.�..illill< 111�111�1m..lk ..I a��>.».�.�11111 I II r■■ISii1Gi�+■■■■ ■■■■■■N■e1■■■rG1■■#Sei■■■[ 1■�■■■■ii■■■■R11■#itl#lilt#1 li`e>I#1R■w11�#lTlM11SI■ii■�1�■■l i■t■�l1■■■■F3fC7Ei1� ■S■■i■ i�l�■■I NEW di 25. Ir Ir r Lx �. . I ✓ 1 1 rF ti ;{ �. r. 1 T. rrl i i i� § i ? o i ., 0N�7 �•L' la / E1A� r `� w1�91 a e I L s _DA-10 ' i DAr-21 i � � Dir23' -----------: -�-----------`t -------- ----------------- UNDERGROUND __`------------- mm w■`� �P VTJJ� h TOTALAREA (SF) ASPHALT (SF) CONCRETE, CURB & GUTTER (SF) SIDEWALK (SF) BUILDING(SF) OFFSITE (SF) IMPERVIOUS TOTAL (SF) % IMPERVIOUS DA 1 13,576 6,661 809 0 0 2,565 10,035 74 DA2 65,298 12,251 8,841 0 30,695 787 52,574 81 DA3 6,526 0 0 0 0 3,387 3,387 52 DA4 5,844 0 0 0 0 3,314 3,314 57 DA5 12,152 9,106 607 1,159 0 0 10,872 89 DA6 91,659 27,400 15,072 0 47,830 0 90,302 99 DA7 13,827 10,351 576 1,368 0 0 12,295 89 DA8 80,070 22,246 14,739 0 43,100 0 80,085 100 DA9 13,718 10,302 567 1,323 0 0 12,192 89 DA10 73,640 23,272 12,796 0 36,000 0 72,068 98 DA11 14,589 11,169 572 1,407 0 0 13,148 90 DA12 2,850 1,382 202 93 0 0 1,677 59 DA13 2,670 1,572 174 32 0 0 1,778 67 DA14 909 827 86 0 0 0 913 100 DA15 3,268 1,360 210 120 0 0 1,690 52 DA16 3,093 1,590 184 41 0 0 1,815 59 DA17 1,800 1,611 183 0 0 0 1,794 100 DA18 73,160 23,330 12,206 0 35,200 0 70,736 97 DA19 12,406 9,456 478 1,235 0 0 11,169 90 DA20 80,000 22,253 14,747 0 43,000 0 80,000 100 DA21 13,724 10,316 541 1,355 0 0 12,212 89 DA22 78,091 21,693 14,378 0 42,020 0 78,091 100 DA23 13,727 10,300 542 1,332 0 0 12,174 89 DA24 75,494 25,536 12,718 88 37,152 0 75,494 100 DA25 14,187 10,954 534 1,412 0 0 12,900 91 DA26 3,290 1,333 200 87 0 0 1,620 49 DA27 1,949 789 119 0 0 0 908 47 DA28 2,386 1,849 152 0 0 0 2,001 84 DA29 9,453 2,871 660 25 0 0 3,556 38 DA30 5,362 1,691 383 0 140 0 2,214 41 DA31 6,241 3,946 593 0 0 0 4,539 73 DA32 61,930 29,032 8,451 25 24,262 0 61,770 100 DA33 10,462 8,382 217 772 180 0 91551 91 DA34 46,501 13,415 8,060 0 25,026 0 46,501 100 DA35 15,642 11,890 1,086 1,685 154 0 14,815 95 DA36 48,337 14,271 8,500 50 25,566 0 48,387 100 DA36A 46,834 13,458 8,228 0 25,175 1 46,862 100 I DA37 10,080 7,677 501 1,047 150 0 9,375 93 DA38 85,737 39,221 0 0 0 0 39,221 46 DA39 80,311 30,290 62 0 0 0 30,352 38 DA40 60,065 28,360 62 0 0 0 28,422 47 DA41 84,722 0 0 0 0 0 0 0 DA42 35,264 0 360 0 0 0 360 1 DA50 2,538 963 1,575 0 0 0 2,538 100 DA51 2,553 975 1,578 0 0 0 21553 100 Filter N-324747' IN - -- 4*u 0-1 -------------- - U.S. HIGHWAY 421 15V PUBT.I(: RTC:I 1'1 • (1 F WA) IN14STA S.as.l. RO2400-D01-OW DD 24D% PG 978 i4 1 INV EDGE Di PAVEMENT -_ --------------`-•-- Tr - --- .----_----- �, 1 10- -- INVISTA SD. l RD2400-001-001 DR 24m PIG m R02400-001-037 m ' DB 5351, PG 302 I , I I I I ul I Lu z i F J I t ; Q 1 i Q' H N z p 0 d N m LLI N i 0 1 z I KOCH HOLDINGS 11, U.0 CV 1 i i R024OD-001-037 53N 1 I DO 51. PG 302 I N Q O }_ __ __ __- Q 04 ul I 1 7r h lu I 1 if�lYl ojF 1 � j ' I ly I 0 9<NSTA S.d.rl. i e jW6fW °m I�-R�w m ; ;m i'r IFS-R�w m e RA�IIr ` r � a I�RAr OS 24M DIG 973 N 1 Q.dJ 7 d +�1Y 37'16� L 7 7I. f 1 rr r Ir , ` 1-36 �� i --` RCP'• __ QA�Z _a�F1�i11P� � �_ ra � ___�--'� %�� l J r '�: ,irn si 3245' ( {1sj •�_- ,rp �• - f!r 209.9,' �__Y !! '1 VA-2; 1 n A WIMA 41 u q '' yk INV m! 10RIMMA092-M2 u �=Iklw A� U.S. Hrt:F11C 1�' 421 I N I l DA-W �•, rw ' R ray , 0E 1 ER-BIyiLOING3 I a �` n SF iPARCE ! JNFQ 111A7I OCRs '�125339 i• * I{KNOft-0DTS R07SQ6- •-041-DOQ } i 114000RC SEAMiSi T ERNES LLC I 6.8. SW2 ( OR) i PG, 450 S S I 1 , j - _W,Iv I NV-17.,, _ _ _ _ 2-- ir RGP i-._�,._----`-„--____------� __.•___-__yr___..--_,______ - - - ------ o ,� e� rr- �� __ --`----__w_-----------r-' _ 1 I IOF r f I I III I PALL FEROE, LLD RWZO0-001 _ M DO S718, PG 8 it R032DG-0D[-0W i I IjI I Ir I ff1 ] ! t I Do ma, PG e 1 I ! +t I 1 1 I I r I fI1 I 1 1r j 1 t !I i I , 1 JI I 1 I I 1 I I 1 JI 1 r ! r I SCALE: 1" =100' 0 100 200 300 z a W 4t (D Z J I'YI W z W U 0 7 Z r z U z z 0 z zz� z d � o _j_ 0 0 �y N w Lu (!)U� zJ J W > OD r< (V (�'�dWZ W oo� zCc oWF- �° W cc z�a m W CYjujuj oJC:) CD C) O ^ CO Lf] C4 ' C Co U zN U �x� VJ CIO W P_ W w N 0 N �g V1 N Lm m �Cq .. ozw o C) N�4 Licence #C-3641 19131/23'117 DES. JST CKD. JPN DRVN. 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O p - O - 3 x3 TEE & ( Ica ■ •• s s w w ' w "wY-9l—.�w w w— w w w� 'iT w—w—w—w—w—w—w—w-----w w w---w—w—w—w—w—w—w— �� w w w w---�-w---- W— w—w-----w—w—w—w—w—w3" MATE VALVE'_w.—w—w—w—w w �w—w'�-w x� — w—yr—w y w w P[)�w w` w w —W TERLINE -w - $ x16 TAPPING - � � � � _ _ _ - - - -- -- _ - _ ` SLEEVE ,� VUA+L _gyp_ _ _ _ _ _ _ _ a _ - - -� - - - - Fq 1 REMOVE & q•� rT----- --^�i F�. Ili— _--- -� T--LIT—UT-—FT—Vi� lJ0 F0=..R��FT—F0—F0 —uG- -FT�--ER—UT—V��T —UT——^uC----LT-----uT—uT�i1T ui u�--ua-u�r-ur^ ur U"f "' �`Fo---m—£O E4— �A .� fir— _�T—FO �T UI—f1�—u� — ui I1T U � r^--iFL�VT IIF UI uT—I1T—FLLtli—UT—Ui—Vi—U7�ui u� UT —�uT l7f �FIIT— �11�tiT �.J1T.T Gi ^uT �T FD FD FO_ — EI ITS FwFO ~ ' E H L ■ _ __y„ ,� - - - - - - _ _ - - _ - E�.DCA 3 SSFM 1985 2� E 1 EDGE OF PAV ENT �, ..•.... W W 6"xl6" TAPPING APPROXIMATE LOCATION IJ 2" SERVICE J J �i♦��S S�P� Z Z SLEEVE & VALVE OF EXIST. RAW WATER. APPROXIMATE LOCATION SADDLE AND GV •■�TUN+.►+ OF EXIST. 8" SSFM.��+ fix �1 J FIELD VERIFY. HELD VERIFY. _ =1= NOTE: w w ~1~ 1 1. CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES PRIOR TO � SCALE: 111 = 30' Q Q ANY INSTALLATION. r1 2. PRIVATE SSFM TO BE MIN. 3' DEEP AND MAX. 5' DEEP. 3. PUBLIC SSFM TO BE 4-5' DEEP PER NCDOT REQUIREMENTS. �? 30 60 90 L I R o Z D 1� In U) 1 I/ ■ter 1 I i 1 I l l bo/ I�- 1 � � � --T 0 J �4-- . IRS W °oo�00o . a 00 o / C'r] _- - \ I"1 ��STaRMWATER BASIN 2 10.E`S` 10. z I // i� z W `J 1 I 36 _ I -- - _- _ ■ . a a o �- Z 19,250 SF , CP - TOP=15.25 - 15.25 = 24,406 SF �6 in LLI �,839 ISF l } �r BOTTOM=10.5 r- v - 10.5 = 9,698 SF ■` / / e s.b 7^ 32 T.J'r�5 r - -- / �11. P 11. 10. 11. 10. Of ❑ 0. IPL N t I 15 LJj Q C - FIRE HYDRANT / r -6w ❑ cv W In z I (- co Lu l I ■■ ,� 1 - I I / I 1 1 1 w l \ , II r 1 I Z 1 I I I 1 I I IN U W IW I F`%7 I I 4- II I lo/l �< _ _ } ~ Z _ RELOCAT6 EXISTING T f I I - J- f y Q Z z PI ASNECESSARY I 1 1 , I I 1 4 .J _ 0 - ■ `, I La r U I 1 1hh ` I I / l Z Z ATER FROM FIRE 45' BEND \ I I FIRE WATER FROM FIRE -- --- --- t \ Q Q 1� � 45 BEND � / I � Jd' � T BLDG 1. SEE _ r I 1 PUMP AT BLDG 1. I f L J 0 J LANS FOR PIPE - ` _ 1 t� T I SEE MECH PLANS FOR PIPE I r + l VALVE -- - - - - _ , - �► - - 11- +FW -r • - • - FW - - - F I SIZES & VALVE LOCATIONS. ONS. < / I / tir CN ---- Fw--- - 1, Ii l t WW F.-�----- F.-----fw---�►1 Fw FW Fr - --- FW F1Fr IF Fr - FV I Z rn I 1` EXI T. FH t ' I I� r I I 1 I r 21 ' l < w u-i C) 4 ; `,•s I I I I gal . �� LU w U r •� w I f ' I 1 • a 9 FIRE LIME TO REMOVE I �1 DUMPSt�ft / / - _ + I • 1 �' 0 a, Lw Z II I ; FDC. VERIFY PIPE I / I �'o W Q ' I E d ' / l H Z cD NSIZE W/ MECH PLANS I i 8 / - l _ r4 w ; . a = p Q 1 W z�a�� QOCK DOORS ' 3 DOCK DOORS . 1 QOCKDOOR OCK DOUR - 3 DOCK QODR5 2 DO DOORS Q Q v RISER , 1 i cn I 12 FUTURE K.O. Iq I 3 FUTURE K.O. 1 FifFURE K.1 � 1 FUTURE K.O. r 3 FUTURE K.O. 2 FUT<]�iE K.O. LU (C� w 0 1 I + + l II / RLFOF ACCESS ' DER !' ' , ' ❑ C � I ' I f 21 I WV LOCKAB DER , I 0 y I�1 I SPRINKLERRUER GUARD II I SPRINKLER RISER OOWNSPOUT�HALLBEDRAIN ED ■ \ �j I II / I/ TO DAY-UGHT BELOW DRIVE-IN r- � ¢ I ' DOWNSPOUT SHALL PE DRAINED I ' 60 FT. S4EO BAY ` RAMFLAPP - USE ZURV ZF199 WITH J I, I W I TO DAY -LIGHT BELO DRIVE-IN I � � � � � , 00 1 RAMP - USE TURN ZFP9 WITH I CD FLAPPER TYP. r I4AREHOU5E UJ O N I ® / ( -m - ^ - NOTE: ANOTHER HYDRANT 1 �� Ir / J - �, ` \, w i I, MAY BE REQUIRED BY NHC I r r \ a - I `+ 1 FIRE FROM 1 �" MAIN. TO BE I / �7- f r r '■ \ \, CD D_ En I INSTALLED OFF OF WATERLINE 1 I� 1 I I . \ \ r a aI � a o 0 THAT WELL SERVICE THE `t VIIlLM1NGT IN TRADE ENTER - BLLaI�VG 3 ■` ��■ 0 a Q N I II PROPERTY T THE NE. _- -� 60j, W 111 , oI 1` 1 r �` D_ pv� I 1�! I ERt�A II � � a I � i 4PROX. 1�0,080 5F � , � � � o � �a a I EA EM + T 1 0 U I FUTURE -TO BE / I PARCEL INFO ~~ LO o• m - �- I \ 0-1 DESIGNED Y OTHERS , 32 FT. CLE►�R � I � \ � 0 D � 1 C 9 I� ,P __ r I 1,103, 744 SO. FT. t \ N w 2 - - I , Q I dr - �12} 9 X1D� DOCK D]ORS 1 �5.339 AO. 1 (J] a o - I-- I I � I �a r / - ' I r 12 9' 1Di DOCK BOOR KNO, K-OUTS R02400-001-041-000 I Rl-NCDOT ENCROACHMENT W a � � � I II ti I AGREEMENT: � ~- I I ■I I / 2 1 ' K 16 DRIVE�IN DOOR SEAMIST PQRPERTIES LLC CO I I I II r ` 1 I I t U, I � i I; = � ■ I � D.B_ 5882 PG. 450 N r17, f E033-065-20-00455 REVISIONS I ■ I o , {2 Byl MPERS PER DOOR} ZONE I-2 o I I =� _ w = I�� I I ■ `` J � I INCLUDE ONE 8 FIRE LINE W r_ 1 I II a I 0 99 PARKS 1 1 a 1 1 SERVICE BEING REMOVED} I I I;� FF, : 21.0' 1 � I FROM PLAN, PREVIOUSLY w I� I \ a 1 o �"I l ■ , I �, 0 I 0 - - PERMITTED AT DRIVEWAY TO � � ■ I 11 { I - 1 °` - 1 SSCO BUILDING #3. �' co 1=12.25 VJ N� \ I I I I \ t I VERIFY I N V W/ r N \ l I I PLUMBING PLANS H 2" DW k i j II I 1� �■ ��\ ��` II u06^ -��_ ��----�-- �♦ I I { I 1 ■ \ 1 - 6" C900 PVC SS AT 1.0% / Q0.__. i zz- - - - - - _ _ _ - _ i I I \ I E CANOPYABOVE - \ CANaPY ABOVE , _ moPY ABovE-- a SLOPE MIN f OPY/ABOVE i Z 2" 5DR21 �� \ I I li I ' ~� �� a 0 PC200 WL \ 1't C P' I� \ I° f "Z 3 r --J ...-- -J I- ---.-------- I I� V)` - _ 2 5DR21 I� i I I1 I � � _ ■ \ , � � PC200 WL END fIIiATE 2" USC APPROVED RPZ 2" USC APPROVED RPZ r� UTILITY � � BFP IN AN ABOVE GROUND 6FP IN AN ABOVE SOUND / I EASEMENT AT , '■ �r _ ENCLOSURE. PROPOSED 3" SDR21 PC200 SSF [ i 1 IRRIGATION WATER LINE. I II 1 � ■ \ (PRIVATE) (SEE LANDSCAPE/IRRIGATION Licence #C-3641 2" WATER METER AS PER I - ■ - _ / PLAN FOR CONTINUATION] 1 9131 /231 17 -CFPUA STANDARDS. SHALL BE 3 I ■ 1" USC APPROVED RPZ / C NT�+iN�D-ITHI A PU I ( ENTE E a } ' PasT i BFP IN ABOVE GROUND Des JST -- - - - - - 15' C P INSULATED ENCLOSURE -- �. ---A-_-_ - - - y------- � ��----- �----- OHE 379.0 D*iE E CHF OHE ~ OHF �_� ' 16W16W16W ~ ��15W16W16W16W16W--p-16W -----------, 16W � W 1-16W- u)� Fi1�F--�FN-FN FM Fll^-^F11�FN-FF1=F7t�-�.i--FII-FN FL1 F1l-FN - F14�f1A (1A-FEU Fll rd� - -�- - : - - - - - - v- - - � MNI. 24" BELOWw� 0i-w-w-w W TERLINE - -- L�--- - FD-Fp--FD-PD FO UT -UT -UT -UT UT -------,a - - - - - FO F9-FO --^FD ~FO-�PD_-.-F<7 �0. FFqq FD-FO-FO-FD FO UT UT-r1r---UT UT-U T--UT Ui Ti' �u'1` muT---�T JEL z Ur For FO FO- FD UT UT UT �y FO- REMOVE A e 4` , CA 3' SSFh 2" SERVICE SADDLE AND GV UNDERGROUND INFILTRATION SYSTEM cKD. JPN ss ss ass ss is-ss-ss-ss ss ss ss ss ---_ --- ssss is ss ss as ss $s DB 1142, PG 56 �� _ � _ _ _ NV=12.21 �- APPROXIMATE LOCATION � � S° � � �-� � ❑RwN. RPH � 45' BENDS-- I---------------------� --- - STATION #� ,� Q - ` J1 DF EXIST. 16" WL. FIELD - SEE DETAIL- - -�-' -- -EXIST. F-----------1 �� -------- /I�-- 1------ `�- V lF ----_. -^, rf �-ram iR~ 1" IRRIGATION MET R DATE 2/27/24 H - - 5 2.46 n '� L _ 2 WATER METER AS PER r - - - _ 20 w w w w`w ,� w - -w wow ,r=CFPUA STANDARDS. SHALL 8E-- 1 � �16 3 SDR21 PC200WSSF T l �r'---W � -'� 1 � �^� _.__ � --~ �'�tvoeetrrti�r�rri N W15D0.47T� CONTAINED T N A PUFF. RCPI -�-� 1 ►� �► CARP 4 (PRIVATE) -+ r - - J is -r M - - 'G �.-.Fµ�} �Fq �Fq F� F1V,-FN--`-FN---FM FM ----Y7A --� - �FN FM--FV-FN F�FN F r�FN-FN-FN FN-FN FN F1f-FN -F FN F"-N-A�FN FIC- FM - FM FN �� \�� e�S S' �•� 1� - - 18" RCP •'•� 1 - �-----~--�y�---- --- 48" RCP DRAW WATER ~...`�. aj l rn DI r43Lw w -x-w-w--w--w-w-w-ww-----w------w- �w ,- w-w-w-w-w-w-w- -w- w w-w w w-w-w-w-w-w - -a w- ExIS W w-w w��w w W-{7 -w w-w--w---w-w _ y J "� r _ _ !9$51 -FO-- FD F'O FO FOTFO-FD-FD-F❑ FO---F'❑= F. F9 FD`F❑Q F❑ F6 F❑ FCi-FD- -F❑ FD FO FO FU-p �Q`-F4-i0-FQ FO F❑ FO FO FAD-FD FQ-_ DRIVEWAY FD-F9�F'a 0 ❑ Fd rFD F� 5 F6-FO-Fa-FO F❑ FO FO `� �= �r Y UT UT-�uT-ur-uT�ur yr ur�uT ur ur Vr ur U� �ur u urs-ii; U-t- _UT-Vr-u i �7t- Vr ur----uT-ur=uj-�U7- �- UT OT Ur-ur vT PIPE TO BE uT-ur`u ur ur ur ur D ur-uT-ur-V7 ur ur ur-. v �. �� ] �a• Nf - - REM OV D: - - �r'ry� .''cI610111-1'4116Ur; SSFM SHALL HAVE A MINIMUM OF 48 APPROXIMATE LOCATION 2 SERVICE APPROXIMATE LOCATION OF COVER IN ALL DIRECTIONS, XIST. 8" SSFM. I N V=1 2.1 SADD�AND GV .�� N V :: 2 09 �''� OF EXIST. RAW WATER. f INCLUDING THE WESTERN DOWN SLOPE D VERIFY. \�- \b. \b• \lb FIELD VERIFY. U.S. HIGHWAY 421 � <�,� �,� I 150' PUBLIC RIGHT OF STAY '�,� '� SCALE: ��_ - 3C2m2 SPEED LIMIT 55 MPH �1 �0 0 30 60 9a fie_ I t t� r� OD 1� a �7 C.6 C l [ on 1 N N —�-- — — — — — — — — — — —__--_---------------- — -- � -- —f V I � rP; ez— ° — — �G� — — ' - n I 1 - WTI cv ' t _ �--- --- — �� z — — — — — — — Ld Ld U L ] J f — / — —��— _—---- —CA min LQ / F Cn� a— _ �-- _ 1 11 r < cn,�, of _� 00 --_CL r 6-6 — 0 i x � � n x � -- — z mF- U >'_ rY 0- N Of x 11 �,� �� _�� _—� r�L�=� _ [if c• II >I;l 1l I I o I D_ U min -"o r, 4 ' If Ira 4 U=I II 0� 0 / Q Cn I 25 Dw Ij I� I Il [ va �I 'z 4 --- — — — — — — — — — — — — 1 J J III&wb 4r IF 7 { I ►� 1 t F ��Fn��— — _ _ —--------- - - �fl I ! w ¢ w �` 50`57 5 z aE-- - - 0.01' � ► f �— FQ�F°��f[7-- "Fn—�� S 57°1T-5 E °PIE ((7I O}1E 1N]h]AVd J0 100 ,�Fn�FvFg— -----� —"�—�z�F—IL' }¢ `^ If -0 cn — a ORE nNr- -" "r- •- `CI ti ONE -- �fE ` AN'�pI{E— J —1pE� -- OF7C �E 1E �_ �� 2LO AIL Jd 00 r � � � ��_� � N, 1 IN]AlSV] } I I I I I I I I!1 E} o LL ini1� � SSi00V I I I I I I I(D 0 I-- 25 I 1 3 I ` I -1UIM 'S9 I I I I Iz { R1 I I I I wI 1N1V1JAdd AO _]0a1 Q W > I I a ti m— — — — — — — — — — — — — — om-- I� x 00 LL II LCD S I I Li CD Q {0 0 �} it / ��i f 1 � a►►:� 1�1`.T�[raillr I I � f: �T1_►lyl: ii7.71R1� ��1�►�. 1. ALL PROPOSED ADDITIONS TO THE CAPE FEAR PUBLIC UTILITY AUTHORITY (CFPUA) WATER DISTRIBUTION AND SANITARY SEWER COLLECTION SYSTEMS, AS SHOWN AND SPECIFIED HEREIN, SHALL BE DESIGNED AND CONSTRUCTED TO CONFORM TO STATE RULES AND THE CFPUA'S MINIMUM TECHNICAL STANDARDS. THE CFPUA MINIMUM TECHNICAL STANDARDS ARE CONTAINED IN THE CURRENT DESIGN GUIDANCE MANUAL, MATERIAL SPECIFICATION MANUAL, TECHNICAL SPECIFICATIONS FOR CONSTRUCTION, AND STANDARD DRAWING DETAILS. 2. SEWER GUARDS REQUIRED AT ALL MANHOLES. STAINLESS STEEL SEWER GUARDS REQUIRED AT MANHOLES LOCATED IN TRAFFIC AREAS. 3. WATER AND SEWER SERVICES SHALL BE PERPENDICULAR TO MAIN AND TERMINATE 18" INSIDE RIGHT—OF—WAY LINE. SEWER SERVICES IN CUL—DE—SACS ARE REQUIRED TO BE PERPENDICULAR. OR MUST ORIGINATE IN END OF LINE MANHOLE AND TERMINATE 18" INSIDE RIGHT—OF—WAY LINE. 4. ALL SEWER SERVICES CONNECTING INTO DUCTILE IRON MAINS SHALL ALSO BE CONSTRUCTED OF DIP. 5. MINIMUM 10' UTILITIES EASEMENT PROVIDED ALONG THE FRONTAGE OF ALL LOTS AND AS SHOWN FOR NEW DEVELOPMENTS. 6. NO FLEXIBLE COUPLINGS SHALL BE USED. 7. ALL STAINLESS STEEL FASTENERS SHALL. BE TYPE 316. 8. CLEANOUTS SHALL BE LOCATED A MINIMUM OF 6 FEET FROM ALL PROPERTY CORNERS. 9. WATER METER BOXES ARE TO BE A MINIMUM OF 5 FEET FROM THE PROPERTY CORNER. 10. UNUSED SERVICES SHALL BE ABANDONED. ABANDONED WATER SERVICES SHALL BE DISCONNECTED FROM MAIN. 11. A MINIMUM OF 10' OF MAIN LINE, 5' UPSTREAM AND 5' DOWNSTREAM SHALL BE REPLACED FOR NEW SEWER SERVICE CONNECTIONS TO EXISTING CLAY GRAVITY SEWER MAINS. 12. A MINIMUM OF 20' OF MAIN LINE, 10' UPSTREAM AND 10' DOWNSTREAM SHALL BE REPLACED FOR NEW CUT IN MANHOLES ON EXISTING CLAY GRAVITY SEWER MAINS 13. PROVIDE A MINIMUM DISTANCE OF SIX (6) INCHES BETWEEN EDGE OF MANHOLE CORE HOLES AND MANHOLE BARREL JOINTS. PROVIDE A MINIMUM DISTANCE OF SIX (6) INCHES BETWEEN EDGES OF CORE HOLES. CORING THE MANHOLE CONE IS NOT PERMITTED 14_ WATER MAIN AND FORCE MAIN PIPE INSTALLED BY OPEN CUT SHALL BE BURIED AT A MINIMUM OF THREE (3) FEET AND A MAXIMUM OF FIVE (5) FEET BELOW FINISHED GRADE. DEPTHS GREATER THAN FIVE (5) FEET MUST BE APPROVED BY CFPUA. 15. ALL MANHOLE MAIN LINE AND SERVICE PIPING TO BE INSTALLED AT A MINIMUM OF CROWN TO CROWN OF THE LARGEST DIAMETER PIPE. le te DETAIL: DETAIL NO: STANDARD NOTES CAPE FEAR PUBLIC UTILITY AUTHORITY a7� WS-14 (REQUIRED ON ALL PLAN AND PROFILEET SHEETS) 235 GOVERNMENT CENTER ORIVE CFPUA DETAIL DATE: WILMINGTON, NC 28403 SHEET NO: SCALE: NOT TO SCALE OFFICE: (810)332-8560 0110112021 Stewardship. Sustainahility_ Service. z NOTE: GV w o ,n m 18" IN R/11V 1-- O Q 0 r I o a �:: cn w w cn to re 25 RV MANHOLE. EXIST. SEE --DETAIL---RAQE (PR"I-V-A_T-E-) GRADE -- - -- - - - - - _ _ - - US HWY 421 -- x 15" EXIST. 16"' EXIST. WIL i:�4 77 l (PUBLIC) — - �- 8" EXIST. FM 4 C900- RI- SSFM---- (PRIVATE) 15 4" GV STA fi" C900 PVC 0+11 START _ _ _ _ DR18 SSFM --PUBLIC-I�SSF - 48" EXIST. -- ------(PUBL-IC; LP-)- RCP (PUBLIC) 10 4" FUSED C900 PVCDR18 SSFM-- DlRECTIONAL DRILL PUBLIC, LP) 5 0+00 1 +❑❑ MY, 91m;11111#1 9410 ISM HORIZ. 1 I' = 30' VERT. 1" = 3' CA APPROXIMATE LOCATION OF EXIST. FIBER OPTIC. Zm Cape Fear Public entity Iwworlty SCALE: 1" = 30' 0 30 60 90 NORRIS & TUNSTALL CONSULTING ENGINEERS P.C. 26M IRON GATE DR., 1429 ASH -LITTLE SUITS 9102 RIVERRD"NW WELMINGTON, NC 28412 ASH, NC 28420 PHONE (910) 343-9653 PHONE (910) 287-5900 WILMINGTON TRADE CENTER WATERLINE LAYOUT AND SANITARY SEWER PLAN & PROFILE DATE: 2 27/24 SCALE:1 " - 30' 1" = 3' DRAWN: DCC CHECKED: JST PROJECT NO: 19131/23117 SHEET NO: IV:emmf� w-w-w-----w-w-w- GIw- L] L w-w 8 FM FM FM F1A FM —FM —FM— FMFA, FM—F'N—FU—FM—F6%—FN—FM— FAT FM —FN-FN----FN—FN—FN nA—FN— CMF DISTURBED F- BUG ITC—VC—uc—UG UC RCP (RAW WATER) FO—FD—PD FO FO—FO--------FO FD—FO—FD—FD FO—FD—FO FO— UT—UT—UT----UT-------UT Ui UT------UT-�UT UT UT UT UT —UT UT- FO—FO PD Fp—FO—FD----FU—FO---FO—FO—FO—Fp--�FO—FO---FO—FO�-FD—FO---�FO—FO—FO FD—FO—rO 6" LP —FM FM FYd FM FM—FM—FM—FN—FM—M—fu—FN�-----FIA Fm—FN—Fu-FN—FM—FN—FU—CII—FN FN ---FY UG—Ur— UC UC UG UG uC UC UG UG—W—UG- CAPE FEAR PUBLIC UTILITY AUTHORITY STANDARD NOTES: I. ALL PROPOSED ADDITIONS TO THE CAPE FEAR PUBLIC UTILITY AUTHORITY (CFPUA) WATER DISTRIBUTION AND SANITARY SEWER COLLECTION SYSTEMS, AS SHOWN AND SPECIFIED HEREIN, SHALL BE DESIGNED AND CONSTRUCTED TO CONFORM TO STATE RULES AND THE CFPUA'S MINIMUM TECHNICAL STANDARDS. THE CFPUA MINIMUM TECHNICAL STANDARDS ARE CONTAINED IN THE CURRENT DESIGN GUIDANCE MANUAL, MATERIAL SPECIFICATION MANUAL, TECHNICAL SPECIFICA71ONS FOR CONSTRUCTION, AND STANDARD DRAWING DETAILS. 2. SEWER GUARDS REQUIRED AT ALL MANHOLES. STAINLESS STEEL SEWER GUARDS REQUIRED AT MANHOLES LOCATED IN TRAFFIC AREAS. 3. WATER AND SEWER SERVICES SHALL BE PERPENDICULAR TO MAIN AND TERMINATE 18" INSIDE RIGHT—OF—WAY LINE. SEWER SERVICES IN CUL—DE—SACS ARE REQUIRED TO BE PERPENDICULAR, OR MUST ORIGINATE IN END OF LINE MANHOLE AND TERMINATE 18" INSIDE RIGHT—OF—WAY LINE. 4. ALL SEWER SERVICES CONNECTING INTO DUCTILE IRON MAINS SHALL ALSO BE CONSTRUCTED OF DIP. 5. MINIMUM 10' UTILITIES EASEMENT PROVIDED ALONG THE FRONTAGE OF ALL LOTS AND AS SHOWN FOR NEW DEVELOPMENTS. 6. NO FLEXIBLE COUPLINGS SHALL BE USED. 7. ALL STAINLESS STEEL FASTENERS SHALL BE TYPE 316. S. CLEANOUTS SHALL BE LOCATED A MINIMUM OF 6 FEET FROM ALL PROPERTY CORNERS. 9. WATER METER BOXES ARE TO BE A MINIMUM OF 5 FEET FROM THE PROPERTY CORNER. 10. UNUSED SERVICES SHALL BE ABANDONED. ABANDONED WATER SERVICES SHALL BE DISCONNECTED FROM MAIN. 11. A MINIMUM OF 10' OF MAIN LINE, 5' UPSTREAM AND 5' DOWNSTREAM SHALL BE REPLACED FOR NEW SEWER SERVICE CONNECTIONS TO EXISTING CLAY GRAVITY SEWER MAINS. 12. A MINIMUM OF 20' OF MAIN LINE, 10' UPSTREAM AND 10' DOWNSTREAM SHALL BE REPLACED FOR NEW CUT IN MANHOLES ON EXISTING CLAY GRAVITY SEWER MAINS 13. PROVIDE A MINIMUM DISTANCE OF SIX (6) INCHES BETWEEN EDGE OF MANHOLE CORE HOLES AND MANHOLE BARREL JOINTS. PROVIDE A MINIMUM DISTANCE OF SIX (6) INCHES BETWEEN EDGES OF CORE HOLES. CORING THE MANHOLE CONE IS NOT PERMITTED 14. WATER MAIN AND FORCE MAIN PIPE INSTALLED BY OPEN CUT SHALL BE BURIED AT A MINIMUM OF THREE (3) FEET AND A MAXIMUM OF FIVE (5) FEET BELOW FINISHED GRADE. DEPTHS GREATER THAN FIVE (5) FEET MUST BE APPROVED BY CFPUA. 15. ALL MANHOLE MAIN LINE AND SERVICE PIPING TO BE INSTALLED AT A MINIMUM OF CROWN TO CROWN OF THE LARGEST DIAMETER PIPE. el DETAIL: e. DETAIL NO: STANDARD NOTES (REQUIRED ON ALL PLAN AND PROFILE SHEETS) CAPE FEAR PUBLIC UTILITY AUTHORITY 235 GOVERNMENT CENTER DRIVE 11 S-1i'F A Y Y �177 CFPUA DETAIL DATE: SCALE: NOT TO SCALE 0110112021 WILMINGTON, INC 28403 �01OFFICE: (910)332-6560 SHEET NO: Slewrirdship. Sustainahilily. Service. 6" STL o � RA VFLdW I � IPRE EN TOR I '� 1 I � M TER �i V UST " N r I \ \ PP I ARV MANHOL1E R SEA ETAII_. FO FD FO UT UT UT ' G�— \ V� �o a w ' ON ALL F" SIDES 4' GATE VALVE- r-w w—w—w w—w-w- PUE REQUIRElr I Z +� C), c9 0 a a ARV MANHOLE. 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Nw WII,hSINGTdN,NC 28412 ASH, NC 28420 PHONE (910) 343-9653 PHONE (910) 287-%W WILMINGTON TRADE CENTER WATERLINE LAYOUT AND SANITARY SEINER PLAN & PROFILE SCALE: 1" = 30' 0 30 60 90 r E:/27Z24 SCALE: 1 " = 30' 1"=3' DRAWN: DGC CHECKED: JST PROJECT NO: 19131/23117 SHEET NO: r r j �1� a ■ a II II { �, \ o ! I f f ! I I I 1 l 1 I �� \ �► 7- 6" c900 PVC SS r 2' uSC APPROvED RPZ BA KFL01N ! I I L `, �, 1 1 { f — AT 1.0� S 1 FP IN AN ABOVE GROUND „ 1 1 l f „ o LOPE MIN. IPRE EN TOR 1 �� 4 C900 PVC DR18 SSFM `�, 15' MIN. (VARIES} PRIVATE 4 C900 PVC DR18 SSFM - ` / / t - - - 3 5DR21 \ ENCLOS RE. / 1 1 1` y (PRIVATE} 1 I 11 UTILITY EASEMENT ON (PRIVATE) 3"-SDR21 ' f� PC200 SSFM �� a - - \ \ 1 1 1 1 \PRIVATE FM - 4-7 PC200 SSFM t (PRIVATE} 1 �, I c 1 \ 1\ l 1 I` SEWER PUMP $ M TE \ 1 1 / (PRIVATE ' STATION #1 , 2" WATER METER AS PER \ P V U LT — ' B N T _ \ \ \ cx 1 S E ETAIL _ CFPUA STANDARDS. 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APPROXIMATE LOCATION SADDLE ANSERVICEGV OF EXIST. RAW V.S. HIGHWAY 421 � a I I I � WATER. FIELD VERIFY. 4" FUSED C900 PVC DR18 150' PUBLIC RIGHT OF STAY a i i SSFM DIRECTIONAL DRILL SPEED LIMIT 55 M P H I I (PUBLIC, LP} U . S. H WY 421 ARV MANHOLE. SEE DETAIL. 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Z� '� — — — — y �1T — �� . �� — — y y ��_ UG PVC---'"-*JG— �G �'�[i uC uC VG UC�—UG REMOVE-ESTRAINED MJ r 7 _ �---_---- -------22--------=---4-4_ - ----- - - - _-� PLUG & EXTEND 6" C900 6"x4" TEE -_ PVC DR18 SSFM (PUBLIC, LP)---- P)r -- — — 2� — 6" RESTRAINED JOINT MJ PLUG N VI 5TA 61, GV SCALE: 1" = 30' I PRIOR TO CONSTRUCTION, FIELD VERIFY LOCATION & STA. 0+78 R02400-001--001 DEPTH OF EXIST. 6" SSFM. mmmmmmosi 0 30 60 90 DB 2485, PG 978 CAFE E.EAR-EVELI.0 U1ILITY AUT1iQRITYSTAMOARD N9TE5: 1. ALL. PROPOSED ADDITIONS TO THE CAPE FEAR PUBLIC UTILITY AUTHORITY (CFPUA) WATER DISTRIBUTION AND SANITARY SEWER COLLECTION SYSTEMS, AS SHOWN AND SPECIFIED HEREIN, SHALL BE DESIGNED AND CONSTRUCTED TO CONFORM TO STATE RULES AND THE CFPUA'S MINIMUM TECHNICAL STANDARDS. THE CFPUA MINIMUM TECHNICAL STANDARDS ARE CONTAINED IN THE CURRENT DESIGN GUIDANCE MANUAL, MATERIAL SPECIFICATION MANUAL, TECHNICAL SPECIFICATIONS FOR CONSTRUCTION, AND STANDARD DRAWING DETAILS. 2. SEWER GUARDS REQUIRED AT ALL MANHOLES. STAINLESS STEEL SEWER GUARDS REQUIRED AT MANHOLES LOCATED IN TRAFFIC AREAS. 3. WATER AND SEWER SERVICES SHALL BE PERPENDICULAR TO MAIN AND TERMINATE 18" INSIDE RIGHT —OF --WAY LINE. SEWER SERVICES IN CUL—DE—SACS ARE REQUIRED TO BE PERPENDICULAR, OR MUST ORIGINATE IN END OF LINE MANHOLE AND TERMINATE 18" INSIDE RIGHT—OF—WAY LINE. 4. ALL SEWER SERVICES CONNECTING INTO DUCTILE IRON MAINS SHALL ALSO BE CONSTRUCTED OF DIP. 5. MINIMUM 10' UTILITIES EASEMENT PROVIDED ALONG THE FRONTAGE OF ALL LOTS AND AS SHOWN FOR NEW DEVELOPMENTS. S. NO FLEXIBLE COUPLINGS SHALL BE USED. 7. ALL STAINLESS STEEL FASTENERS SHALL BE TYPE 316. 8. CLEANOUTS SHALL BE LOCATED A MINIMUM OF 6 FEET FROM ALL PROPERTY CORNERS. 9. WATER METER BOXES ARE TO BE A MINIMUM OF 5 FEET FROM THE PROPERTY CORNER. 10. UNUSED SERVICES SHALL BE ABANDONED. ABANDONED WATER SERVICES SHALL BE DISCONNECTED FROM MAIN. 11. A MINIMUM OF 10' OF MAIN LINE, 5' UPSTREAM AND 5' DOWNSTREAM SHALL BE REPLACED FOR NEW SEWER SERVICE CONNECTIONS TO EXISTING CLAY GRAVITY SEWER MAINS. 12. A MINIMUM OF 20' OF MAIN LINE, 10' UPSTREAM AND 10' DOWNSTREAM SHALL BE REPLACED FOR NEW CUT IN MANHOLES ON EXISTING CLAY GRAVITY SEWER MAINS 13. PROVIDE A MINIMUM DISTANCE OF SIX (6) INCHES BETWEEN EDGE OF MANHOLE CORE HOLES AND MANHOLE BARREL JOINTS. PROVIDE A MINIMUM DISTANCE OF SIX (6) INCHES BETWEEN EDGES OF CORE HOLES. CORING THE MANHOLE CONE IS NOT PERMITTED 14- WATER !MAIN AND FORCE MAIN PIPE INSTALLED BY OPEN CUT SHALL BE BURIED AT A MINIMUM OF THREE (3) FEET AND A MAXIMUM OF FIVE (5) FEET BELOW FINISHED GRADE. DEPTHS GREATER THAN FIVE (5) FEET MUST BE APPROVED BY CFPUA. 15- ALL MANHOLE MAIN LINE AND SERVICE PIPING TO BE INSTALLED AT A MINIMUM OF CROWN TO CROWN OF THE LARGEST DIAMETER PIPE. 25 2❑ 1❑ 5 z p w m on m d I EXIST. GRADE 4" C900 PVC DR18 SSFM (PRIVATE) ❑+0❑ GRADE 1 +❑❑ 2+❑❑ 4" FUSED C900 PVC SSFM DIRECTIONAL 3+❑❑ Lf) LU " w + x tU) -4- _4%3" REDUCER (PRIVATE) 4+0❑ [:ice �iil'I II:]TI�r�:i�li�I■!>1=3�i1��].��f!►:1rk E1L!Y ►��i■ 3" SDR21 PC200 SSFM (PRIVATE) CA v•''�•� s � SEAL 1985 � - %. " . �o►� 5+❑❑ zn Cape Fear Public WIN Authority 6+❑❑ NORRIS & TUNSTALL CONSULTING ENGINEERS P.C. 2602 IRON GATE DR, 1429 ASH-Trr-Fr F SU ME # 102 RIVER RD- N W WMAUNGTON, NC 28412 ASH, NC 28420 PHONE (910) 343-9653 PHONE (910) 297-59DO WILMINGTON TRADE CENTER WATERLINE LAYOUT AND SANITARY SEWER PLAN & PROFILE 7+00 HORIZ. 1" = 30' VERT. 1" = 3' DATE: 2/27/24 SCALE: r — 30' 3 " = 3' DRAWN: DGC CHECKED: JST PROJECT N0: 19131�23117 PR3 � r I � I r r r r f I r iI i � � r 1 r I SSI6o r 1=12.❑ /VERIFY iNV W/ 1 1 PLUMBING PLANS � 2„ GV `J `fi fi-,---}:a- 2"D W � � � I 1 � � � 1 I ti ssco \i-12.0�1-12---------_-__-___-- � I 1 `J 2" 'SDR21 / r- f 1 I 1 VERIFY INV W1 / { I 11 l 1 1 1 PLUMBING PLANS P,C2QQ WL \ 1+ J I_ _ —1 -- — ` — - l - --- n ` n �.r1 1 1 6" C900 PVC SS r f 11 2 U5C APPROVED RPZ / AT 1.0% SLOPE MIN. BFP IN AN ABOVE GROUND 5-- — — — — — 3 SDR21 � ENCLOSURE. PC200 SSFM SEWER PUMP(PRIVATE) STATION #1 s 2" WATER METER AS PER S E ETAIL CFPUA STANDARDS. SHALL BE TA N ED WI ! N A U E U -- — " PG -5� �so % _ Jam--- ___________ — -- ,.....—_________..-- ----1 J 1197.81'---------� >sW- — —ice— — 15W- -Isw 1sW- - N 32°47'47" 1N�v �16W 1�w1�1 w— — -r�,� 6w` -rsW~ --1�---�-- - - - --�w` FM MIN. 24" BELOW �� I Fm—FM—Fu—Fm--am—m— FZ—Fu _WATERLINE=,"—FW_—'.—FW— -� CL 4-8-" RCP-(R �W WATER _w—w�v� w^-�.w w�—w�-mow— w—w--w—w—w—w—w—w w w—w� FD—FO—FD—FO—FD—FD FO FO FO—FO—FOI FO—FOFO Fp—FO FO_pp—FO—Fp—FD—FC—FO—Fp— Ui UT —UT —=UT UT —BUT �T ��I— —Ui UT Ui—UT—UT—UT—UT------UT—UT—UT Ui VT—UT—LT—UT—UT—UT----UT—UT- - �- - - - - - - 2" SERVICE SADDLE AND GV U.S. HIGHWAY 421 150' PUBLIC R1GHT OF STAY SPEED LIMiT 55 MPH ------ 2'i--- .- ._---- I CAPE FEAR -PUBLIC -UTILITY AUTHORITY --STANDARD- NOTES: I. ALL PROPOSED ADDITIONS TO THE CAPE FEAR PUBLIC UTILITY AUTHORITY (CFPUA) WATER DISTRIBUTION AND SANITARY SEWER COLLECTION SYSTEMS, AS SHOWN AND SPECIFIED HEREIN, SHALL BE DESIGNED AND CONSTRUCTED TO CONFORM TO STATE RULES AND THE CFPUA'S MINIMUM TECHNICAL STANDARDS. THE CFPUA MINIMUM TECHNICAL STANDARDS ARE CONTAINED IN THE CURRENT DESIGN GUIDANCE MANUAL, MATERIAL SPECIFICATION MANUAL, TECHNICAL SPECIFICATIONS FOR CONSTRUCTION, AND STANDARD DRAWING DETAILS. 2. SEWER GUARDS REQUIRED AT ALL MANHOLES. STAINLESS STEEL SEWER GUARDS REQUIRED AT MANHOLES LOCATED IN TRAFFIC AREAS. 3. WATER AND SEWER SERVICES SHALL BE PERPENDICULAR TO MAIN AND TERMINATE 18" INSIDE RIGHT-OF-WAY LINE. SEWER SERVICES IN CUL-DE-SACS ARE REQUIRED TO BE PERPENDICULAR, OR MUST ORIGINATE IN END OF LINE MANHOLE AND TERMINATE 18" INSIDE RIGHT-OF-WAY LINE. 4- ALL SEWER SERVICES CONNECTING INTO ❑UCTiLE IRON MAINS SHALL ALSO BE CONSTRUCTED OF DIP. 5. MINIMUM 10' UTILITIES EASEMENT PROVIDED ALONG THE FRONTAGE OF ALL LOTS AND AS SHOWN FOR NEW DEVELOPMENTS. 6. NO FLEXIBLE COUPLINGS SHALL BE USED. 7. ALL STAINLESS STEEL FASTENERS SHALL BE TYPE 316. S. CLEANOUTS SHALL BE LOCATED A MINIMUM OF 6 FEET FROM ALL PROPERTY CORNERS. 9. WATER METER BOXES ARE TO BE A MINIMUM OF 5 FELT FROM THE PROPERTY CORNER. 10. UNUSED SERVICES SHALL BE ABANDONED. ABANDONED WATER SERVICES SHALL BE DISCONNECTED FROM MAIN. 11. A MINIMUM OF 10' OF MAIN LINE, 5' UPSTREAM AND 5' DOWNSTREAM SHALL BE REPLACED FOR NEW SEWER SERVICE CONNECTIONS TO EXISTING CLAY GRAVITY SEWER MAINS. 12. A MINIMUM OF 20' OF MAIN LINE, 10' UPSTREAM AND 10' DOWNSTREAM SHALL BE REPLACED FOR NEW CUT IN MANHOLES ON EXISTING CLAY GRAVITY SEWER MAINS 13. PROVIDE A MINIMUM DISTANCE OF SIX (6) INCHES BETWEEN EDGE OF MANHOLE CORE HOLES AND MANHOLE BARREL JOINTS. PROVIDE A MINIMUM DISTANCE OF SIX (6) INCHES BETWEEN EDGES OF CORE HOLES. CORING THE MANHOLE CONE iS NOT PERMITTED 14. WATER MAIN AND FORCE MAIN PIPE INSTALLED BY OPEN CUT SHALL BE BURIED AT A MINIMUM OF THREE (3) FEET AND A MAXIMUM OF FIVE (5) FEET BELOW FINISHED GRADE. DEPTHS GREATER THAN FIVE (5) FEET MUST BE APPROVED BY CFPUA. 15. ALL MANHOLE MAIN LINE AND SERVICE PIPING TO BE INSTALLED AT A MINIMUM OF CROWN TO CROWN OF THE LARGEST DIAMETER PIPE. DETAIL: el DETAIL Nfl: STANDARD NOTES CAPE FEAR PUBLIC UTILITY AUTHORITY ><+ A S-4 (REOU RED ON ALL PLAN AND PROFILE SHEETS] 235 GOVERNMENT CENTER DRIVE CFPUA DETAIL DATE: WILMINGTON. NC 2803 OFFICE: (910)332-6560 SHEET NO: SCALE: NOT TO SCALE 0110112021 Stewardship. Sustainability. Service. 25 20 - Z C7 LIJ - LLj 2" WATER L1 N E 15 (PRIVATE) ---------------- 10 1„ i 6 C900 PVC SS F1 45a\BEN❑ 11 // — } 15' MIN. (VARIES) PRIVATE c� 1 { I AT 1.0% APE MIN. UTILITY � � 1 / / ,I � PRIVATE EASEMENT ON _ � � � \ 1 1 SE1+�R SUjL I 1 I ' 8" RPDA BAGKFLdW iI I STATION „,�PREVENTER IN AN 2�3 SDR21 PC200 SSFM 5 E DET1 1 3 SDR21 PCZQQ} SSFM 2 WA NSULATED ABOVE (PRIVATE} 1 1 (PRIVATE) + i G UND CLOS R �+ I { I — CFPUA STA _ _ — _ _ _ _ y 1— & _ CANT I f s s� — — — — — — — �+ r + 0 _ T r — — — — 8C St; sQ S� SC _ �, -� _ 9�'1=Fli 83aiF+r-F�a a� "�i -��T� , SC� „• ` — — — — — _ EFL FM MIN. 24" BELOW M L��UUIC y 1 ^ ^ — — — — — —— — — — — r 37 WATERLINE. HE OHE OHE ORE �Of _ 6� pal[ OHE OH - �-- O E uKcS OHE r DHE OHE ` Y —. -� �••� II } 1SW� 6sew---s is16W so W so 16 15 16W 1EW 16W 16W A�OXIMW� LOCAIIONJ 16 i6W 16W 16�9 16W 1fi --16W — 1fiW -f�l5W d—��1 W 16W ~1BW ~' £ 16W—$1EW 16W i6W i6W i� 'i w l} w =) SDR21 PC20q — _ - _ _ �` t U' SFM PRIVATE -$� FM 0 Fu F� Fu r Fµ Fw FK,�F�_ F� F� FN ` F,w— OF EXIST. 16 WL. FIELD—Fu—F�—Fu—F�F,F Fµ� �F� F�FN�,---FM FM��-5 } _ F� Fu FNT,—,—�,=R. F"�-,�Fu Fti, Fv —FM—FM— 1 CL -�-� P 1f av ��-- -- �� VERIFY.-7�-�� 4 00 `"�-1g-f- 3"x3" TEE & _ _-�-- �-RCP�RAIN WATERY o'�o-------��__ �� w w w w w w w--.---w."-�_w—rr w w—w—w1L'_m w-- w—w—w—w—w—w—w—Ir—w—w- w--w—w—w—w—w---w— w—w—w—w rr— --w -- n' w—w—r—w—w—w—w—w �� ~»�w—w—w—w w-- -w--w -=w ---r—w WATERY w — -3 x16 TAPPING — —�� 3 GATE VALVE'— -L — ---a---14-------- > Fq� =�0—,SLEEVE V®LVET_' Fo=F 0 FD=-—Fp-----FO—FU=Fp—FO—FO—FO FO—FO—FO--Fp�Fp—FO—FO—FD FO Fp Fd—Fp—FO—FO---FU— ~ � f0---`FO Fp F1�� ¢—FA—:::—FO—FD—FO—FO—FD—Fp—ia � FO—FL—�O�i71 FO—FO—FL3=FO—FD---FO—FO FO—FO—FO—FO—FO —F r T—Vf" `a —yam T—Vi�VT—uT Vi �r�—VT�ut UT—UT—Vi—V7—Ui—N—DT--VT UT—Vi—VT—VT OT UT VT-31T—VT—VT—YT—UT VT T VL T--Oi -VC—Ui—UT—VT—VT—UT—UT—LIT VT—VT—Di�IR JT PVT `Di `VT —UT —UT —UT —UT —IT—VT—OT—Vi O7— E D G E G F P A V F M E N T E-D-GE--O'F�__p*v_HvtFN_T W Ld 6"x16" TAPPING APPROXIMATE LOCATION i APPROXIMATE LOCATION —/ Z Z SLEEVE & VALVE OF EXIST. RAW WATER. OF EXiST. 8" SSFM. J J FIELD VERIFY. FIELD VERIFY. U' U W W Q Q _ �\ SCALE: 1 " = 30' Lo Z 0 30 60 90 i f-------------- -----fig- ----- 8" FIRE WATER (PRIVATE) PHASE 1 450 BEND r � r 5 7+00 8+00 PHASE 2 9+00 EXIST. 3" SSFM SDR21 (PRIVATE) -- 10+00 11 +00 0 r i " PROPOSED- m=*wjywjA"m `'SEAL r'y� 19854�.�` S• 711L1s�+`` im Cape Fear Public Utility Authority 12+00 13+00 NORRIS & TLINSTALL CONSULTING ENGINEERS P.C. 2602 IRON GATE DR., 1429 ASH-LIITLE surm #102 RIVER RD. NW WMMINGTON, NC 28412 ASH NC 2"W PHONE MO) 343-9653 PHONE (910) 2s7--9M WILMINGTON TRADE CENTER WATERLINE LAYOUT AND SANITARY SEINER PLAN & PROFILE oArE: 2/27�24 SCALE: 1 " 3O' 3' DRAWN: DGC CHECKED: JST PROJECT NO: 19131�23117 14+ 0 HORIZ. 1" = 30' ■fr-n-r .111 nl SHEET NO: 2" ❑ W - IFY INV W/ / 21.0 21.0 2" SDR21 21 0� 131N-GPLANS 2a_80 z0•s❑ 20.s0 PC200 WL 2 sO A' _ - O:3 =GRADE1�- � ]Lj 21.0 I 20.9L i III I' 20.50 I I� 0.0 X:1 %6 50 I ' V I l I I I I I I I .aa 1 J ti C P' -i-- \�20.1 V) I 1 5t II M E D ATE I I MIN. ��OPE BFP IN AN ABOVE GROUN lip i g Lai- 1q- Orem ma, PAP FRA C200 SSFM---.) 2" WATER METER AS PER I -RCP - - - C NT IN D - ITHI A PU _ I - - 18.5� I� P 75D 4. 1-- 1 I6�17 10 _ 1=14.25 --j Y F I-1 �- T F - W/ EMERGENCY 1 w 16W 16W ~ 16W � `T- W----- 16w 16wT1 16W 16 1Tw f 77 OVERFLOW Q17.0 - FM FNT---�-�, -FM-- E DETAILS - N F,-.F,,I..��;.��,-� , `-�-,, F}A-EY---FM�F --•^� �� F�� 17_I U F'" 1 �P__ RAW WATER -O- _- ------->>` - ---- -- ----- � MIN. 24 BELOW � w w --w w � -N `-w w$�v��w -w w w --w-w-w- w- w-�� w -w� w-w-w w w-w w W TERLINE 5WA"LE #4- � - - - - - �p � r REMOVE 8� FJi---F6 UT-UTq�--�i1T-lFlO-lF VT-U -FO f'O V �-FO.3fO�F9 l�R�17T=VT= �O �FO �x�FO FO i;�Ft7�uO i0- (NCDOT}-- - - - - - - - - - - - E40CA 3, ..SSFM 1-7.26t-- 17-29t ----- Z - - -- - �3 GEFF A VE M E N T - - - 2" SERVICE - 17.50t 17.43t 1 .36�t 17 SADDLE AND GV Q�Q :2 M t CAPE FEAR PUBLIC UTILITY AUTHORITY STANDARD NOTES, 1. ALL PROPOSED ADDITIONS TO THE CAPE FEAR PUBLIC UTILITY AUTHORITY (CFPUA) WATER DISTRIBUTION AND SANITARY SEWER COLLECTION SYSTEMS, AS SHOWN AND SPECIFIED HEREIN, SHALL BE DESIGNED AND CONSTRUCTED TO CONFORM TO STATE RULES AND THE CFPUA'S MINIMUM TECHNICAL STANDARDS. THE CFPUA MINIMUM TECHNICAL STANDARDS ARE CONTAINED IN THE CURRENT DESIGN GUIDANCE MANUAL, MATERIAL SPECIFICATION MANUAL, TECHNICAL SPECIFICATIONS FOR CONSTRUCTION, AND STANDARD DRAWING DETAILS. 2. SEWER GUARDS REQUIRED AT ALL MANHOLES. STAINLESS STEEL SEWER GUARDS REQUIRED AT MANHOLES LOCATED IN TRAFFIC AREAS. 3. WATER AND SEWER SERVICES SHALL BE PERPENDICULAR TO MAIN AND TERMINATE 18" INSIDE RIGHT-OF-WAY LINE. SEWER SERVICES IN CUL-DE-SACS ARE REQUIRED TO BE PERPENDICULAR, OR MUST ORIGINATE IN END OF LINE MANHOLE AND TERMINATE 18" INSIDE RIGHT-OF-WAY LINE. 4. ALL SEWER SERVICES CONNECTING INTO DUCTILE IRON MAINS SHALL ALSO BE CONSTRUCTED OF DIP. 5. MINIMUM 10' UTILITIES EASEMENT PROVIDED ALONG THE FRONTAGE OF ALL LOTS AND AS SHOWN FOR NEW DEVELOPMENTS. 6. NO FLEXIBLE COUPLINGS SHALL BE USED. 7. ALL STAINLESS STEEL FASTENERS SHALL BE TYPE 316. S. CLEANOUTS SHALL BE LOCATED A MINIMUM OF 6 FEET FROM ALL PROPERTY CORNERS. 9. WATER METER BOXES ARE TO BE A MINIMUM OF 5 FEET FROM THE PROPERTY CORNER. 10. UNUSED SERVICES SHALL BE ABANDONED. ABANDONED WATER SERVICES SHALL BE DISCONNECTED FROM MAIN. 11. A MINIMUM OF 10' OF MAIN LINE, 5' UPSTREAM AND 5' DOWNSTREAM SHALL BE REPLACED FOR NEW SEWER SERVICE CONNECTIONS TO EXISTING CLAY GRAVITY SEWER MAINS. 12. A MINIMUM OF 20' OF MAIN LINE, 10' UPSTREAM AND 10' DOWNSTREAM SHALL BE REPLACED FOR NEW CUT IN MANHOLES ON EXISTING CLAY GRAVITY SEWER MAINS 13. PROVIDE A MINIMUM DISTANCE OF SIX (6) INCHES BETWEEN EDGE OF MANHOLE CORE HOLES AND MANHOLE BARREL JOINTS. PROVIDE A MINIMUM DISTANCE OF SIX (6) INCHES BETWEEN EDGES OF CORE HOLES. CORING THE MANHOLE CONE IS NOT PERMITTED 14_ WATER MAIN AND FORCE MAIN PIPE INSTALLED BY OPEN CUT SHALL BE BURIED AT A MINIMUM OF THREE (3) FEET AND A MAXIMUM OF FIVE (5) FEET BELOW FINISHED GRADE. DEPTHS GREATER THAN FIVE (5) FEET MUST BE APPROVED BY CFPUA. 15. ALL MANHOLE MAIN LINE AND SERVICE PIPING TO BE INSTALLED AT A MINIMUM OF CROWN TO CROWN OF THE LARGEST DIAMETER PIPE. DETAIL: DETAIL NO: STANDARD !VOTES CAPE FEAR PUBLIC UTILITY AUTHORITY SC+"�A W`t [REQUIRED ON ALL PLAN AND PROFILE SHEETS] 236 GOVERNMENT CENTER DRIVE CFPUA DETAIL DATE: WILMINGTON, NC 25403 OFFICE: (910)332.6560 SHEET NO: SCALE: NOT TO SCALE 0114112021 Stewardship. Sustainabiliry. Service. Q1 20 5 4 14+0 ' ILJ rs 0 � � a o r I CANOPY ABOVE ' r I 20.92 21.a � � I 21.0 20.92 L -- - -_ -- --� a t e' 20.2 20 9.7 20.1 20.15 20.20 20.2 a.2 2I 9•p 19.7 t•• ��---rw:AllvtE -- WIN - �?!' rr�rts'� �l71i�11� (PRIVATE FM - "yam -FO-FO FO FO FO FO FO FO-- FO-FO F�`�..•"' �Q �FFG ^ r, FO- `VT-UT-UT-�UT UT UT UT UT ---UT UT-VT-Vt UT UT 18 48t 16.72t U.S. HIGHWAY 42I 150' PUBLIC RIGHT OF WAY SPEED LIMIT 55 MPH - -4-7-- - - R 3- 2" WATER LINE (PRIVATE) EXISTING 3" SSFM TO BE RELOCATED OR REMOVED 3" GV & MJ PLUG 99 PARKSI FF 21.0' 0 i I 21.0 : )sC0 I o I-12.25 l } VERIFY INV W/ PLUM G LANS I 1 CANOPYABOVE ,' '\ 6" C900 PVC SS AT 1.0% CANOPYABOVE 47- I'VABOVE SLOPE M[N 21.0 ' 20.73 � � � 21.0 20.70 20.85 21.0 20.92 � f 21 0:3 •• - •• 2a 1t1 i 0.9� A . �0.� . - a � •••d J _ 2 5DR21 20.80 �2 ,1O rl� 302" USC APPROVED RPZ � �' �� 1g•9 2D.C] 20.1 20.15 9•5a 18 BFP IN AN ABOVE GROUND ENCLOSURE. 0.1p 2a 3" SDR21 PC200 SSF -s [ 1 1 I 1" IRRIGATION WATER LINE. (PRIVATE 18�50 (SEE LANDSCAPE/IRRIGATION 9-25 1s• PLAN FOR CONTINUATION) 25 r � p C � j t 1" USC APPROVED RPZ 1g s.2 i BFP IN ABOVE GROUND INSULATED ENCLOSURE. 11 I NV=IZ21' - oN # -- OF EXIST. 16" WL. FEEL _ -1� - SEE DETAIL- - �~ L " 'I IRRIGATION ME ~ I 12 J Vm' IF 12 2" WATER METER A5 PE IR1 jR -CFPUA STANDARDS. SHALL B ER VICE TAP & G - - 12CONTAIN T N 3 Ivi- r o- 4 RCP RAIN WATER 15 �J RCPT 13.25 ��--ql `IY` w- -w-w-- w-�r�-w--w-w-w-w-w-w _-ram -w --w-w-w-w-w-w-w-w-w-w---W w- EXIS w--w-w w+mow-w -w-w-w-w-w-w �.-417.��ti.L TO FO _FO�-FO-FO 9�FO�FU� FD FD-F[7--F6 FO�FO-FD-FO FO- Tut- BUT '--^uT^• uT�Di ui VT �71�=-LIT: �VT UT -TIT -UT UT�IPE ]� DRIVEWAY FD FO�•FO TO BEFUT OT= /y O 0 -�y��UT 10- - FI O FO FO FO-FO-FO-FV-FO UT-uT Di a UT UT uT----UT-VT-uT-----Vr RAM\^ 1-- -/ ED-S& P-A VEIVI E N T --- - -- - - - --- -- -- SSFM OF COVER SHALL HAVE A MINIMUM OF IN ALL DIRECTIONS, 48" APPROXIMATE LOCATION I N 2" SERVICE V- 2.1 �a N APPROXIMATE LOCATION V-2 09 "� OF EXIST. RAW WATER. XfST. 8" SSFM. SADD AND GV r INCLUDING THE WESTERN DOWN SLOPE D VERIFY. ,\�� • ,\gyp - \� - N� . FIELD VERIFY. x x x x SCALE: 1" = 30' O 60 90 PROP - SED - _-- GRADE Ld 0 -- U -- - Z DOr 3" SSFM PRIVATE EXIST. GRADE 15+00 16+00 17+00 18+00 i 1 i ' 1 TIT 1 PROPOSED f7 *�l`� :�I�l lt!I�t�:lt►Id�If>rMIM119ifix :1;: k E1 alf�i■ ffl'� - • 19+00 +,x%■ GAR e • 4-!iVZ 198 J i �v�A' �•V�� ••.•YYG` N•�•••,tQ•,ra zm Cape Fear Public edlitr Authority 20+00 NORRIS & TUNSTALL CONSULTING ENGINEERS P.C. W02IRON GATE DR., 1429 ASH-LTITL.E SUII•E #102 RIVER RD-NW WILMINGTON, NC 28412 ASH, NC 28420 PHONE (910) 3419653 PHONE (910) 297-59M WILMINGTON TRADE CENTER WATERLINE LAYOUT AND SANITARY SEWER PLAN & PROFILE 21+00 DATE: W7J44 SCALE: , .. = 30' 1. 3' DRAWN: DGC CHECKED: JST PROJECT NO: 19131/23117 21+8❑ PUMP STATION r - 22+00 HOR1Z. 1 IF 30' VERT. 1" = 3' SHEET N0: I PR5 rl. 001 978 I IRF W `$' N:204406. 8 L0 r E:2308103. D2 - - - - - - Lj...... .......o..... Lp w a a mI. z 0 n o � I e 1 �� "sue . 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ALL DRIVEWAY AND ROAD INTERSECTIONS UNOBSTRUCTED VISIBILITY a- o = p c`,) € CL SHALL BE MAINTAINED AT ELEVATIONS BETWEEN 3 AND 7 FEET OF THE Q w PAVEMENT LEVEL WITHIN THE DRIVEWAY OR ROADWAYS SIGHT TRIANGLE, BUILDING 1 W z U z Lo OR ANY AREA REQUIRED BY THE NCDOT PER SECTION 5.4.3.D OF THE UDC. -- co 2. PLEASE NOTE THAT SECTION 510 EMERGENCY RESPONDER RADIO WAREHOUSE A f u I I W Y ¢ n -� o COVERAGE IS REQUIRED, ALONG WITH APPENDIX J - BUILDING INFORMATION YY A R E H O U S E ❑ 2 u c°+~}° � o POSTED WHEN BUILDING PERMIT(S) REQUIRED. n� nn' 3. IF DUMPSTERS ARE VISIBLE FROM PUBLIC R/W OR ADJACENT PROPERTY,THEY 75� X21 V FEET INUST BE HEIGHT SPER EENED NTH LIVING SECTION 5.4.5.8 OFRTHEND�NG MATERIAL AT LEAST 8 1 57=500 SFo I �: 146 PARKS 12.93' 0'. 17. FFE=21.0 �C g 00 Cq � w rn w .1 x 7 W Vi .... .. ... • • • • • • • • • • • • • .. ... • • • • • • • • • • • • a ... .r _ s•y..•r N d -1 t -" t.. - - e • a' s s •s n r4 W •�: ' W F .Foul LLJ �•:.•. . -:#:•' a . 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I . _ {. - - E .. . r. . r , . I ,. 1 . • e ,. •' . I . II - t- - . y I I 15' • t • - _ t - - P. - » - .. . , . . I. TY . . I . .. . . .. .. t ... . _ I. . .. .. . I . r • -�-e y . t - i ..•�. . . - - .. - , 1 • r - . • . .. -. . • . - r. 'ti • . . •r r 60 r . , I "0 I I" . r I. . . - I: O , . - . �. - F 1 I . . . �-10. ❑ r � . I. . I - . i . _ . - 11 L . - . I. .I .I1 . . L .. -- -• •�{; • I• I Ir f ... . . I .I, -1 . . I . 1i ° - • _ . . I - L i li � - NOTE. . . i. .I .I: - i • - - 1. ALL DRIVEWAY AND ROAD INTERSECTIONS UNOBSTRUCTED VISIBILITY • -1 10' • Ir - �: SHALL BE MAINTAINED AT ELEVATIONS BETWEEN 3 AND 7 FEET OF THE 601• W E 'I •I' ' • I. PAVEMENT LEVEL WITHIN THE DRIVEWAY OR ROADWAYSIGHT TRIANGLE, BUILD N G 2 ER k A N - . ,Ir- - CR ANY AREA REQUIRED BY THE NCDOT PER SECTION 5.4.3.D OF THE UDO. . 2. PLEASE NOTE THAT SECTION 510 EMERGENCY RESPONDER RADIO o �j1lf:m N 7 lio . . COVERAGE IS REQUIRED, ALONG WITH APPENDIX J - BUILDING INFORMATION WA R E H USE : QB 53 I10 POSTED WHEN BUILDING PERMITS) REQUIRED. 7 �' n �' m ! Ili - 3. IF DUMPSTERS ARE VISIBLE FROM PUBLIC R/W OR ADJACENT PROPERTY, • _ i r� 1 • �: THEY MUST BE SCREENED WITH LIVING OR NONLIVING MATERIAL AT LEAST 8 '� � 7 ? � � � 5 � � � i • � i`M1 51 . FEET IN HEIGHT PER SECTION 5.4.5.3 OF THE UDO. 7.9fi _ _ i . . 12.93' •.• . 17. 1: 49 PARKS ; .;'a. 14 FFE= 21. 0 1i� 1ELn ... ..., .. �. .' I I�u I it I I, . i i w I - - i N ,. . r . I , 10, , ! •• 1 ¢ �' • 12 1 .1-. . . w 1-2'. iL --. .� ki .12' •� . . 1 . . I z ' .1.11 i li 0 i li _ - - - - - -- - r I .I .•. �. .- -- - -- - • • L_____ ___--_____ • ��. • .•. •.•• • • • ••. •.•.•.•• ••yr L_••�•_ 6 •� .4.. • �� ri-•••.'• • .y •- _ _ ---- _ i'� L•'•••• I Il -_SF - • - :SF -WSJ: :�k:: -�BJ:-' : SF _ • • I - - • I ; - :4� -:I: - -: $F : :: $F : -: $F ' ::-" I I i : S - T2%'. — - . . Ir . . . . . . .A . - I. ' I, - ....- .... ' -- I- . ,. Ii �, . i - . 10' . 11r . - 'pl, - - - 3, I I�. 85: • - •-:297-:•-:297•:• •:297-:• CL 2.. . . . :4 -5F __ 3 ': SF SF SF $F 5 - I 12' .. 12 I .1. • . . I j • -------------- __- - - - ,- --- THERMOPLASTIC PER_.�__-_--_--------------------__�---__.�-�-__ _ _------_..___.._--------____--------_._.___.__----T-�__4-----7--- f�, . T2 - --. r ,� - - 1 2 � RIGHT OF WAY � � � �- -_ - 1~ NCDOT STANDARDS 1 C"vl� -, ___ _ r _ 1 379.02, a�F 6a.__ �� I-. rwE OHE OHC E p1E SHE OHE OME ONEONE OHE OaYc' ENE --__.-- - �Ti~• r ._ � - - - _.- - - - - - 6W 16W - 1` E. WIDE CONC. LITHIC ISLAND DRIVEWA - H C _ / ; � — O K E . " - . -0_ - . ._ - . _ 1 . — f l .' - w - - R I 1 G- 1 , ' H1f T 1 W - 1 1 1 2 W ' O R ( v Ty I G Y H P T ) . ,...i ►a 12wea-� ram■ iiAa* 4 1. ■■ •■�'■fir■a .}rr�■a��■��r�Mi! a*■■fAfr w • • • • ►■■ii ■�i■ 1 ■■■a■ t N 4" WIDE SOLID LANE LINE @ 45' LONG THERMOPLASTIC PER NCDOT STANDARDS MINI -SKIP LINE 2' LONG, 4" WIDE, 6' SPACING. UIU F- I F— < _ Q -150'- STORAGE . . -15w- - -16W— I r k A I h/_5AI 16W 16W 16W 16W 16W 15W 15 16W 16W 16W 16W 16W i7/- 4"16W 16W 16W 16W 1 W 1 SOLID WHITE EDGE LINE. 4' PAVED TIE INTO STREETYARD RIGHT OF WAY —w—w—w—w—w--w—w w--w--w—w— w SHOULDER-w—w—w—w—w I w w — EXIST. i—w W w_ _ Iy w w w—w w w w W w w�-�-w—w w ,� I PAVEMENT 5 ❑' DECELERATION SOLID WHITE 4" WIDE TURN LANE LINE THERMOPLASTIC PER NCDOT STANDRADS. SCALE: 1}1 = 30' INV = 17.49-/ TA S. a. r. I. pm I 0— 001-- 001 0 60 90 -200' i TAPER - 0 a7 THERMOPLASTIC PER NCDOT , STANDARDS MINI -SKIP LINE 3' LONG, 4" WIDE, 9' SPACING. L I 18" RCP/ 7mmmmm=� 1 �:�� •-- -- -- -- --�-- -- - - -�-- -- CMF CMF NV - 17.31 16W 16W 16W 16W 16W 1 J 16W 16 1 O'x70' ` l -w w w w w- SOLID WHITE -w "' - " 4" EDGE LINE.\ 4" WIDE SOLID LANE LINE Q 45' LONG- 1 O' I SLAN THERMOPLASTIC PER NCDOT STANDARDS MINI -SKIP LINE 2' LONG, 4" WIDE, 6' SPACING. NV = 13.9 24" RCP INV - 14.0 JIJ Lu z W U W Z 9 r C' Z Z llqr Z :5 Z I_ = LD o I— _r Z I- (7 ZD - O Z > J C) _j ;� NT 3: C) . 0 [\1 LL LLI LLI (Dv� z-JU) m I W LLI-* �WLuQ iL' LLJ8>_" - ❑ a , J wF- Q(aT W JU)LLI zto Z � a. � m >� O Lu 0 ccnn '° : )M4 N� I_] II� z�� :� I n 00 2 I F� F� "� C. U �x� � ��W V1 � x w 4 . F11014 C� z "t W rr rr,, N o it CA �-A u 00 )..q �94 , M pv\0 � wZM 6 6 6 Q 7uo 0 V ozw I 11 N '0� z V Licence #C-3641 19131123117 DM JST cam. JPN CIRM. NKS DAIS 2/27/24 C3ff 1 INVISTA S_a.r-.I. R02400--001-001 DB 2485, PG 978 2 ] _ I tPF _ _ wl I J �IF- I iID Lf-, , a :7 de wE --• WE - LIC - �E di 4 - I I I I I I I I - I I I I I I I I I i I I I I I I I I I I I I II I II I I I I I , W -- c-a,b! -- -- I I N 32'47'16" W 4230.00' (TOT 2209,53' „1 - - - o >- m U) Z _0 U) r� Z 0 N W rr O J r7 ¢ 3:L- a[ °.L �[HE ��d�E ae •-PE �OYE -RIE -^pIE �a�[ �� (� a/l'. r^ W Vz INVISTA S.a.r.l. Ld Z R02400-001-001 DB 2485, PG 978 m w LqJ AA IRS � 1 LIJ o I- I II I - Q rq �0.5 11. 1.5 - -------11. � d � 570RMWA STORMWATER BASIN 2 10.5 10. ! r- Lu 5.25 15.25 = 59,250 SF I I T0P=15.25 15.25 = 24,406 SF TOP=] BOTTO 5.25=10.10.5 = 20,839 SF I 12 1 I BOTTOM=10.5 10.5 = 9.698 SF Z 10.5 12' S 32`45' 5 11. 10. 11 10. 209.91' q m I.LI 11.5 CP ! 0 I I ] ] - - IPF 5 32`47'01" E EE .G4 ir.11iLtf d[ TTE - _ I I I Co tv T ---- -- -- i 1 i--I 70' ............ n I. ----------------- - - - - -- I. ...... ......-.,-------- ...... .. .. - ............. ........ .W LLJ I ZYZ. - _ l ..........1..JI.J.--! ...- -- - ---- - - - - -- I i........- -- --.............. .. ------- - - - - -- ............... I.........._ _ r.. --'- • ............ • -- • ........ ............................... �, ca -- ----------- ------------------- - - - - -- - - -- - .. .... i........ JI--_ I- . - . i . .. .- - _ - -.-.- i- --- - - - - -- ....... ... .------... . I . . . .i- -Q .Q..-..I..I. ........ ....... ..... ..... - -- - - ----- - - - - -- - -- ........ ..... ... ...... -- - ------ - - - - -- b.....• . •. . 1--- _______________________ _____ ____ i....I.I�,- I........ .................... - -- - - -- - -- - ... ............................. .....I...... {i..... 1 ....- -- - - - - -- -- -- I�. ......................... . . . . . . . - - - -- - - - - -- _ .. I 4 } DUI�PSTER _ I s ZL _ SW •• NOTE - 1 ♦ _ 1 a - -"-•• } .. •t- - . Lam. _ I _ - •t k S 1 a�. _ s• x .. . _ i• YS- a I r •ti `S x _- _ HEAVY oI��Y" C MICR I n 4 . ETIi a r DLI PSTER v •�•- �s • �S s. s t 474 L _ I . I_ a'f • •I I- i I • 2 E1DpC DOORS 3 POCK OODRS • I DOCK DOOR , l DOCK DOOR 3 DIXX DOORS z DOCK DOORS • + I, ! 2 FUTURE KO. 3 FUTURE KO- 2 FUTUREK.O. ISMRE K.O. 3 FUTVRE KO. 2 FUTURE K.O. i .OROOFA0MSLADDER WILOEXA91.EwPPER DOWNSPOUrSHALLaenRAWEn 0 •0 r Ld SPRINKLER R6ER GUARD SPRINKLER RISER TO DAY -LIGHT BELOW 9IWE-IN � +• li �! DOWNSPOUT SHAD BE DRAINED RAMP-VSE2URN uls9 WDii -, - C 60 FF.SPEEP BAY FLAPPMTYP. . I. .I .Ii . w , TO DAMIGHr BELOW DWE-IH r 1 7: r RAMP-USEIURNM99WrIH f-, FIAPA£R.TYP. WAREHOUSE �. ,. Av Ld n 5r,1 10° li Q j =: WILMINGTON TRADE CENTER - BUILDING 3 15 01. w E APPROX. 100,080 SF LD I N G ERMA N EH �� SE m EA3.EM NT i Q. a� 32 FT. CLEAR PARCEL INFO D8 5311, !;. 12 9'X10' DOCK DOORS 1,103,744 SQ. FT. t 0 X21 m ; . !, } 25.339 AC. t �QD �F �- - �.I� 51.ds' (12) 9'X10' DOCK DOOR KNOCK -OUTS R02400-001-041-000 ' 7.9s' �!n ! (2) 14' X 16' DRIVE-IN DOORS SEAMIST PORPERTiES LLC PARKS V) D.B. 5882, PG. 450 �' Ft. I (2 BUMPERS PER DOOR) ZONE 1---2 E-21.0 x I. I o !i I o 99 PARKS IL . ice. 5'X5' PAD FFE: 21.0' EMERGENCY DOOR 12' 14' 1 ram. j HC RAMP 5'X5' PAD 1-2' 12' (�'P) HC tS�IpGNS EMERGENCY �. •I -I� - - , J•, CANOPYABOVE (T I r•) CANOPYABDVE CANOPYAROVF DOOR CANOPYADOYE I rn I� I ` in I I I I - I rs 1: ;Y .r- :-289:-. a 5F ,. I .li .- ::SF- •:Sf': os _}:_•.• � . iF -:SFr•:-'• :-SF.-:- :SF.•: �1� 11 jee, 2z/ OL I . i I . . . . . . . li I 4" CURB & DEWAl.KNTYP. :297 7 :297 SE . SF : .-SF sF_r: - I - 1142THERMOPLASTIC PER1__________-�__ I_ ------ --- ---------------- sTREETYARD---- -- CMr E � -� � � nE p•E 1HE37 - _- - ~r � " • 16 16W 16W 16W 18W 16w_ 15W 15W 15W 16W 16W law 1OW-1 6W 1W 1 W _ 16W i 16W 1GW sTREETYARD + TIE INTO RIGHT OF WAY-1 W -EXIST. SOLID WHITE 1D'x7O' _ �a_ •-x NW E�N�-N�-N-N-N-N`NRNrkrVrNN-N�N kr -N---N ••----_- N---N-} ` PAVEMENT 4" EDGE LINE. LEDGE OF PAVEMENT 4" WIDE SOLID LANE LINE @ 45' LONG 10' iSLAN w TIC PER NCDOT MINI -SKIP LINE 3' DE, 9' SPACING. t THERMOPLASTIC PER NCDOT STANDARDS MINI -SKIP LINE 2' LUNG, 4" WIDE, 6' SPACING. NCDOT STANDARDS ■ r3 jjt�iiif � ... oY:Z . fit. {6SUR■�.�.A;M�N. -'I 1 .0 I i I 11 .50' a Q Lo Ln N m I 572.46 IRF SOLID WHITE 15" RCP 4" EDGE LINE. 4' PAVED RIGHT OF WAY TIE INTO SHOULDER r EXIST. PAVEMENT = 2 DECELERATION 150'1GHW- _ I 200' < STORAGE TAPER I5U' VIDBLIC RIGHT OF WAY I SPEED LIMIT 55 MPH SOLID WHITE 4" WIDE TURN I LANE LINE THERMOPLASTIC I PER NCDOT STANDRADS. THERMOPLASTIC PER NCDOT STANDARDS MINI -SKIP LINE 3' LONG, 4" WIDE, 9' SPACING. CMF CMF 24" RCP 31 INV = 13.9 INV = 14,02 I I 1 I fe W LEGEND Q z r �. m � so IIIIIIIIIIII� Sfl PROPOSED STORM DRAIN [� PHASE 1 LINE Z ------ - --� -� E PROP LINE N Q -------16------- EXISTING CONTOUR 22 PROPOSED CONTOUR I- - - - - --- - EXISTING EASEMENT O : LOD LDO LW LIMIT OF DISTURBANCE �. J c) TEMPORARY SILT FENCE J - - ROCK CONSTRUCTION ENTRANCE p v ,..... w■ 5h .� EXISTING STORMWATER SYSTEM W .--�.-.- ■ -.-.- ■ - PROPOSED WATERLINE W o0tz PROPOSED SSFM Q J u/ .y• 1.3 PROPOSED SPOT ELEVATION FLOW LINE w 1'! �frj v W W -cr D ELEVATION TO CURB PROPOSE SPOT All N P OF R - Co J CV r41.85 P ROPOSED SPOT ELEVATION FINISH GRADE J 1-I- ❑ W W V I W Z L IL FLARED END SECTION WI111 ENERGY DISSIPATOR W . 0RIP-RAP ~ � ryC, fr.Z mJLm L Ce) DROP INLET WITH INLET PROTECTION (DI) 0 w LL Q � 0 CURB INLET WITH INLET PROTECTION (CI) L J _3W Z u7 Z a - rn JUNCTION BOX WITH INLET PROTECTION (JB) W U W v v ❑ m (n :.'.'.'.'.'.'....'..'. _ HEAVY DUTY ASPHALT PAVEMENT t,: Y - CONCRETE WALK LIGHT DUTY ASPHALT HEAVY DUTY CONCRETE INTERIOR LANDSCAPING STREETYARD NCDOT TURN LAME & DRIVEWAY ASPHALT SECTION R'I-DENOTES NCDOT DRIVEWAY MODIFICATIONS DUE TO REVISIONS TO BUILDING #3 N V=12.21 209.92/INV=10.98' 18" RCA LIB INV=12.1 NV=12.09' LLo R1 zLn __71PF ! r l i I I I IPF SCALE: V - 40' 0 40 80 120 O Z 7i N o ❑ 00 cO0•1 g � J 9 p W I� P� a x O aI--, D ln P4 QU 00 W Kn fi M 0 U C7 Q a0� p 0 [V PF Licence #C-3641 19131 /231 17 DES. .1ST CKD. J P N DRM_ RPH DATE 2/27/24 1f6EAL 1985 IN 0 T Y9 . •�� C3m2 CALL 811 (3) WORKING DAYS BEFORE YOU DIG. L -J LUHCCJt t AGGREGATE i SFF SITF PLAN "DOT EROSION VTROL STONE A Q tZ LLJ L1 STONE SHALL NCT ILOCK OR IMPEDE 'IPE FLOW SITE PLAN 500X FILTER FABRIC OR APPROVED EQUAL NOTE: FILTER FABRIC AND STONE SHALL BE TOED UNDER FLARED END SECTION NOT TO SCALE 1 TEMPORARY GRAVELLED CONSTRUCTION ENTRANCE 4 ENERGY DISSIPATOR z 4 GA. 6x6 MESH o r TANDARD FABRIC I 0 x �w ao LL to 1 � z 2 NOTES: 1. SYN. FENCE FABRIC SHALL BE MIN. OF 30" IN WIDTH WITH 30 LB/IN TENSILE STRENGTH FOR STANDARD FABRIC AND 50 LB/IN FOR EXTRA STRENGTH. 2. FABRIC SHALL BE CONTINUOUS LENGTH. IF JOINTS ARE NECESSARY, LAP FABRIC POST TO POST. 3. STEEL POST SHALL BE MIN 4' IN HEIGHT AND BE OF THE SELF -FASTENER STEEL ANGLE TYPE. 2 I TEMPORARY SILT FENCE "Irnr)T J!G nP STANDARD METAL POSTS 2.0' IN � 4' MAX. GROUND. TYP. io1 Cre?m C1e1!; zf PVol • • it � � 6 d L 9 f� oW iri�i fs. Ai�Aa�ag1►� y��ANp� WA W�6�1 19-GUAGE STEEL POST WIRE MESH FOR STANDARD FABRIC STANDARD OR EXTRA STRENGTH FILTER FABRIC DIRECTION OF WATER FLOW ANCHOR FABRIC SKIRT MIN. 8" DEEP & 4" WIDE. 3" SF 9.5 C SURFACE COURSE (NCDOT) (2 LIFTS) -8" TYPE ABC STONE (NCDOT) III ii i- COMPACTED SUBGRADE NOTE: PAVEMENT SECTION MAY VARY DEPENDING UPON FIELD CONDITIONS. CONTRACTOR SHALL COORDINATE w/OWNER & GEOTECHNICAL ENGINEER TO DETERMINE ACTUAL PAVEMENT SECTION. MARIFI 70OX OR 140N SYMBOL I DATE I DESCRIPTION BY FILTER FABRIC LAPPED REVISIONS ON TOP AND SEWN TOGETHER. @2018 NORRIS & TUNSTALL #57 WASHED STONE- ASPHALT SITE Y V O R K NOTES: 2" SF 9.5 C SURFACE COURSE (NCDOT) I. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIAR WITH FIELD CONSTRUCTION CONDITIONS. 6" TYPE ABC STONE (NCDOT) 2. CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL RIGHT OF �( ELEV. 17.0' WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY REQUIREMENTS AS TO _...........:.............. _.._...._.....--•.:::w::;::w..:.-..:riti:::.r.-.M.,-..Y D ° a 6 ❑ n•n-dear .:.:....................._:_._....._.....__:,:, ..... - - PPP agPgaePPaPP°ago TRAFFIC CONTROL AND CONNECTION TO EXISTING STREETS. O O V O O O O O ❑ O O O O O O ❑ ❑ O ippoopppppppppppppppppppp°p°p0pppppppppppp°Dp°opppaDpoo°° ❑ o ❑ o D ❑ o ❑ ❑ ❑ ❑ ❑ o ❑ ❑ ❑ ° P a a a a a a a a a D 3. CLEARING AND GRUBBING: REMOVE ALL TREES AS REQUIRED UNLESS ❑ O O O O O O ❑ O O O O O O ❑ ❑ O ;°a°ooa°a°o°o°a°o°D° Pao P°oo°o°o°POPa D ELEV. 15-D' O O O❑ D O O 0 0 0 0 0 0 0 0 0 0 ° ❑ ❑ ❑ ❑ ❑ O ❑ ❑ ❑ ❑ ❑ ❑ O O ❑ ❑ ooaooggggggoPo P000a000000..,. o� D O ❑ ❑ ❑ ❑ ❑ ❑ D D ❑ O ❑ O ❑ ❑ D PpoPa°P°P°ooPC'�P °Paopa.. °Pao OTHERWISE NOTED TO REMAIN, STUMPS, ROOTS, SHRUBBERY, ASPHALT, D D O ❑ ❑ ❑ O ❑ ❑ ❑ O ❑ ❑ p p D D Q i°a°a°D°D°o°a°° 000°°D°a°a°ooa' ❑°D°❑°o°o❑a❑o❑a°❑°o°❑°a°a❑9°❑°❑°oD❑ °uPu°p °ap000 0000080' 3s° SMOOTH CONCRETE, STRUCTURES, BURIED UTILITIES, STORAGE TANKS, ETC. WITHIN ioOo°Op°D°Ovoo P P P P o P. INTERIOR, DOUBLE LIMITS OF CONSTRUCTION. I_ o ❑ a°a ° °oP000a°°o°P°ai WALL jj j j [ij ioop'op`aopppoo i 1 II o°°°P°P°P°P° °000 PERFORATED HOPE COMPACTED SUBGRADE g°P°P°°°°°P °a°PPa°P°a°a 4. STRIPPING: BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL, WOOD, W ggg0g0g0gpg0 0000000010" PIPE VATH ;DODP° °°D°o° 00000a'o°000 3/8" DIA. HOLES. LEAVES, AND ANY OTHER UNSUITABLE MATERIAL. }-- v°aooa000aoa go o P P P 0.0000. 0 NOTES: goon❑oaooa90 PP agogoga(OUTER DIA. IS 42") U) z P p P P °aa PPPOaODDDO°a 5 MUCKING; REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING '°p000appppop ppvppo°P D°D°a a°a°ooD°D°°° f'! I I I 1. PAVEMENT SECTIONS SHALL BE DETERMINED WITH ggao❑paoao°g °D°°°°odaPg0PPPPOPaaPPPPPP P ° P P P P ELEv. 12.5' BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE 1 1 1 I g°PO°°�OPPp° °p°PPp°pflp°°p°p°pap°pap°p°p papapap CONSULTATION FROM THE GEOTECHNICAL ENGINEER °papapap °D°a000aoo°D°D°a°Doa°D°°°a a°c°aoD°D ELEVATIONS WITH A CLEAN SELECT -FILL COMPACTED AS SPECIFIED. AND ONLY PER THEIR RECOMMENDATIONS. PAVEMENT / ; - ELEV. 12.0' W DETAIL SECTIONS SHOWN ARE MINIMUMS AND MAY x x 6. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL BE BE STRENGTHENED PER GEOTECHNICAL ENGINEERS REMOVED FROM SITE AND DISPOSED OF IN ACCORDANCE WITH ALL APPLICABLE z z RECOMMENDATIONS. �2e--42"--24"- LOCAL AND STATE CODES. 2. REFERENCE GEOTECHNICAL REPORT FOR 7. BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH BORROW MATERIAL T Z UNDERCUTTING IN AREAS OF PROPOSED PARKING 7.5' REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS ASSOCIATED Z AND DRIVE AREAS. CONSULT WITH GEOTECHNICAL WITH BORROW OPERATIONS. ENGINEER TO DETERMINE REQUIRED SUBGRADE � _ r _ ` _ _ _ _ _ _ � _ SHWT � 9.81' r O � O UNDERCUTTING AND REPLACEMENT. S. FILL AND COMPACTION: AFTER STRIPPING THOSE AREAS DESIGNATED TO TOTAL TRENCH LENGTH 1990 LF RECEIVE FILL SHOULD BE PROQFROLLE7. THE TOP 8" OF SUBGRADE SHALL BE J (] _ b BOTTOM SURFACE AREA=14,925 SF COMPACTED TO AT LEAST 98% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE Z C/7 z CONTENT. ANY AREA WHICH PUMPS OR RUTS EXCESSIVELY SHOULD BE Q - - UNDERCUT AND REPLACED WITH A CLEAN, SILTY OR CLAYEY SAND HAVING A UNIFIED SOIL CLASSIFICATION OF SP, SM, OR SC. FILL MATERIAL 5" OUTSIDE OF ui .J CD-1 1.OTYPICAL OUTER DIAMETER OF 36" PERT HDPE IS 42" BUILDING AREAS SHALL THEN BE PLACED IN LAYERS NOT TO EXCEED 8" AND L�.I > = 2. INSTALL PIPE PER MANUFACTURERS COMPACTED TO AT LEAST 95% OF THE STANDARD PROCTOR MAXIMUM DRY 14, RECOMMENDATIONS. NOT TO SCALE DENSITY (ASTM D-698) WITH THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED TO 98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. FILL C:) 7 LIGHT DUTY ASPHALT PAVEMENT SECTION lNFILTRATlON TRENCH MATERIALS WITHIN BUILDING AREAS TO A LINE OUTSIDE THE BUILDING AREAS � SHALL BE PLACED IN LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT fr LEAST 98% OF THE STANDARD PROCTOR MAXIMUM DRY {DENSITY (ASTM D-698) � 0 H WITH THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED IN 6 INCH Q J ❑ LAYERS TO 100% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IN Q o AREAS WHERE NO STRUCTURAL FILL IS TO BE PLACED THE UPPER 12 INCHES < LLI Lu CD 4x6 PRECANT BOX. OF IN -PLACE SUBGRADE SHOULD BE COMPACTED TO AT LEAST 98% OF THE Q co HZD LOAD RATED. STANDARD PROCTOR MAXIMUM DRY DENSITY. IF THE MATERIAL IS TOO DRY TO COMPACT TO THE REQUIRED DENSITY EACH LAYER SHALL BE WETTED IN d L ACCORDANCE WITH COMPACTION REQUIREMENTS. IF THE MATERIAL IS TOO WET ❑ TO SECURE PROPER COMPACTION, 1T SHALL BE HARROWED REPEATEDLY OR LLi 1- z r� 6.5` CONCRETE (4OD0 psi] OTHERWISE AERATED WITH SUITABLE EQUIPMENT UNTIL OPTIMUM MOISTURE � >- C)C co a CONTENT k5 OBTAINED. FILL SHALL BE PLACED IN SUCH A MANNER THAT THE __J LLI I- Q 0 T 2' DIA. DOME FRAME SURFACE WILL DRAIN READILY AT ALL TIMES. SEE STRUCTURAL NOTES AND -1v7 LL} z 4x4 W4.OxW4.0 WIRE GALVANIZED WWM LLI & GRATE 501L5 REPORT FOR ADDITIONAL REQUIREMENTS. > co z `r c' /-6" NCDOT ABC STONE 9. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO LLI U Lu � � a TYPE A CONSTRUCT HIS WORK. ❑ 2 U) C u? ' ' " �'• 4 ' = '_. t 10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF `� Y' = • + �' EXISTING UTILITIES DURING CONSTRUCTION. 11 r1ro, 11. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY COMPACTED SUBGRADE PARAMOUNTE ENGINEERING, AND PROVIDED BY OWNER. NOTES- 1. CONTROL JOINTS SHALL BE EVERY 15 FT. (MAX.) AND EXPANSION JOINTS SHALL BE EVERY 50 FT. (MAX). 1. PAVEMENT SECTIONS SHALL BE DETERMINED WITH CONSULTATION FROM THE GEOTECHNICAL ENGINEER AND ONLY PER THEIR RECOMMENDATIONS. PAVEMENT DETAIL SECTIONS SHOWN ARE MINIMUMS AND MAY BE STRENGTHENED PER GEOTECHNfCAL ENGINEERS RECOMMENDATIONS. 2. REFERENCE GEOTECHNICAL REPORT FOR UNDERCUTTING IN AREAS OF PROPOSED PARKING AND DRIVE AREAS. CONSULT WITH GEOTECHNICAL ENGINEER TO DETERMINE REQUIRED SUBGRADE UNDERCUTTING AND REPLACEMENT. HEAVY DUTY GRADE 12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE. TRAFFIC BEARING OVERFLO%V GRATE FRAME, GRATE 2" DIA. DOME FRAME 13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF AND HOOD. C.O.W. STANDARD SD & GRATE' RELOCATION OR DISCONNECTION OF ALL EXISTING UTILITIES WITH APPLICABLE 2-21. NCDOT AGENCIES AND AUTHORITIES. ROADWAY GRADE p p o STANDARD NO. 840.03 APPROVED OR EQUAL. E I 14. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL CONFORM TO NCDOT STANDARDS. z `d- s= 'N NOT TO SCALE NOT TO SCALE 5 HEAVY DUTY PAVEMENT SECTION $ HEAVY DUTY CONCRETE PAVEMENT SECTION 11 CONSTRUCTION SEQUENCE: 1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET. 2. DRIVE 5' STEEL POST 2' INTO THE GROUND SURROUNDING THE INLET. SPACE POST EVENLY AROUND THE PERIMETER OF THE INLET, A MAXIMUM OF 4' APART. J. SURROUND THE POST WITH WIRE MESH HARDWARE CLOTH. SECURE THE WIRE MESH TO THE STEEL POST AT THE TOP, MIDDLE AND BOTTOM. PLACING A 2' FLAP OF THE WIRE MESH UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED. 4. PLACE CLEAN GRAVEL (NCDOT #5 OR #57 STONE) ON A 2:1 SLOPE WITH A HEIGHT OF 16" TO 18" AROUND THE WIRE, AND SMOOTH TO AN EVEN GRADE. 5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ACCUMULATED SEDIMENT, AND ESTABLISH FINAL GRADING ELEVATIONS. 6. COMPACT THE AREA PROPERLY AND STABILIZE IT WITH GROUNDCOVER. HARDWARE CLOTH MAINTENANCE: (1/4 MESH OPENINGS) INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT. NCDOT #5 OR CLEAR THE MESH WIRE OF ANY #57 WASHED STONE DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL. REMOVE SEDIMENT WHEN ACCUMULATION REACHES HALF THE ti N muj DEPTH OF ROCK. REPLACE STONE 16" TO 18" WHEN IT NO LONGER DRAINS AS DESIGNED. v NOT TO SCALE IJ s 3 HARDWARE CLOTH AND GRAVEL INLET PROTECTION 61 24" 18" I 8" CLASS A CONC. HALT------x 1 /2"R 3�R TYPE ABC STONE COMPACTED SUBGRADE NOTE: CURB TYPE DEPENDS ON GRADES SHOWN ON GRADING PLAN. GRADES INDICATING FALL AWAY FROM CURB SHALL BE SPILL OFF TYPE CURB. GRADES INDICATING CURB AGGEPTING FLOW SHALL BE FLOW LINE TYPE. CLASS A CONC. ASPHALT TYPE A STONE COMPACTED SUBGRADE 24" 1$" 5" � 4 ° 3"R 3"R a v 4 4 4 d, r ❑ ° a a � cQ c ° a d 4 ^ ❑ v NOTE: CURB TYPE DEPENDS ON GRADES SHOWN ON GRADING PLAN. GRADES INDICATING FALL AWAY FROM CURB SHALL BE SPILL OFF TYPE CURB. GRADES INDICATING CURB ACCEPTING FLOW SHALL BE FLOW LINE TYPE. 1 /2"R 15. WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL AND s" PRECAST TOP STATE PLUMBING CODES. METER AND TAPS SHALL MEET ALL LOCAL (,3 a^ REQUIREMENTS. �mq P� ' l W STEPS 4'x6' PRECAST BOX. 16. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. p � HZD LOAD RATED. 17 SEE SOILS REPORT FOR ADDITIONAL REQUIREMENTS. W a RCP SEDIMENT TRAP 18. CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS cx„ RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK I --I � CONDITION. cq "RAM 19. REINF. CONC. PIPE SHALL BE CLASS III W/RUBBER GASKETED JOINT OR 11111104+ NECK". INSTALL PER MANUFACTURER'S REQUIREMENTS. o NOT TO SCALE 20. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT w SHALL BE A CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE 111, FACTORY MIXED, QUICK DRYING, NON -BLEEDING. Cl W/ EMERGENCY OVERFLOW `+ 1 cq 21. REFER TO THE PLUMBING DRAWINGS FOR LOCATION AND INVERTS OF NEW �i� n WASTE, WATER AND ROOF DRAIN LINES. Z V (D ozppw o a CD 6' 12" 4' 12" r CURB BASIN NOTES: 1. RESTORE BASIN TO DESIGN SIZE AND SHAPE UPON COMPLETION OFCONSTRUCTION AND STABILIZATION OF SITE. 2. SEED FOR BOTTOM AND SLOPES SHALL BE 20% CARPET GRASS, 24% BERMUDA, 20% TURF FESCUE, 10% CREEPING RED FESCUE, AND 247. RYE. SEED AT RATE OF 2-3 eS PER 1000 SF. AS AN ALTERNATIVE, BASIN BOTTOM MAY BE SODDED. IF SOD IS USED IT MUST COME FROM SANDY, HIGHLY PERMEABLE SOIL. 10.5 BOTTOM 4' CLEAN SAND REFERENCE REPORT FROM ECS ON SHWT MODELING • d 4 19131/23117 i�i I I -III-! ! I-! ! i-I 1 1 DES. JST -1 I1=1I1=1I1=1 1=111= I I III=111=1 1=1 I1=1I1=111=111= CKD. JPN 15 35 3 MIN. COMPACTED STONE DRWN. NKS r NOT TO SCALE DATE 2/27/24 E 1141 CONCRETE FLUME SECTION 12" ] 2 YF . r k. [D t r 3000 PSI CONCRETE NOTTO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE 6 24" CURB AND GUTTER SECTION (SPILL --OFF) 9 24" CURB AND GUTTER SECTION (FLOW -LINE) 12 INFILTRATION BASIN #10 SECTION 13 CONCRETE FLUME DETAIL •%0CA � fox �� a•4kE S SAn y 19851�� + `� *04VG IN C4001 0 E n 12" THICK CLASS B RIP RAP KEYED IN 0 0.5' "STORM" COVER TO BE LABELED 50OX MARIFI FILTER TOP = 15.25 ° SEE PLAN FOR PIPE FABRIC OR EQUAL AA°�o 1 1 L� SEE PLAN FOR PIPE ORIENTATION Insert 1" Rebor For Optional Overflow Bag Removal From inlet (Rebar Not Included) ORIENTATI 5 Silt Sack FF1A DEPTH = D {� 24"(MIN.} DIAMETER Dump Loops Included) u SPILLWAY 1=55' MANHOLE COVER SHALL (Rebor Not CASTING NOTE: 2'X 2' (MIN) SPILLWAY 2=50 f BE HEAVY DUTY H-20 ram. DROP INLET FRAME & ANC' COLLAR LOAD RATED, = L GRATE SHALL BE HEAVY COORDINATE TOP W/ CONC. COLLAR -WIDTH DUTY H-20 LOAD RATED. BOX SIZE & GRADES. LENGTH = L Expansion COORDINATE TOP WITH BOX SIZE & GRADES. PLAN Restraint 4 EMERGENCY SPILLWAY DETAIL - PLAN W 2' NON CONCRETEASPHALT PAVEMENT TRAFCOLLAR __ ❑ CONCRETE COLLAR -ASPHALT PAVEMENT NOTE: ELEV. VARIES � rn Z NON TRAFFIC AREA ELEV. VARIES 1. RAMP SHALL HAVE A DETECTABLE WARNING COMPLYING WITH ADA GUIDELINES: CD d4' W W C) • `�� 2. THE DETECTABLE WARNINGS AT CURB RAMPS SHALL BE 24 INCHES MINIMUM IN THE a w w PIPE SIZE DIRECTION OF TRAVEL AND EXTEND THE FULL WIDTH OF THE CURB RAMP OR FLUSH SURFACE. PRECAST NCDOT CONCRE OR MASONRY H-20 LOAD it 0 l� PRECAST OR ARIE CONCRETE 3. MARKED CROSSINGS THAT ARE RAISED TO THE SAME LEVEL AS THE ADJOINING SIDEWALK RATED S I LTSAC TY P E A z z MASO H-20 LOAD RATED 6" Ul SHALL BE PRECEDED BY A 24 INCH DEEP DETECTABLE WARNING EXTENDING THE FULL WIDTH FLOW 4 FLOW 6" , OF THE MARKED CROSSING. J 4" 4. DETECTABLE WARNINGS SHALL CONSIST OF RAISED TRUNCATED DOMES WITH A DIAMETER OF NOMINAL 0.9 IN (23 MM), A HEIGHT OF NOMINAL 0.2 IN (5 MM) AND A ' ` � 3000 PSI GOHC. Y4 t _ Z z 3000 PSI CO CENTER -TO --CENTER SPACING OF NOMINAL 2.35 IN {50 MM) AND SHALL CONTRAST VISUALLY 8" 7 STONE Curb Opening U) �4 co WITH ADJOINING SURFACES, EITHER LIGHT -ON -DARK OR DARK--ON-LIGHT. THE MATERIAL = J z z 8" #57 STONE USED TO PROVIDE CONTRAST SHOULD CONTRAST BY AT LEAST 70% - REFER TO ADA SEDIMENT TRAP SECTION Curb Deflector SEDIMENT TRAP „ GUIDELINES FOR DEFINITION OF "CONTRAST". Q SECTION 5. THE MATERIAL USED TO PROVIDE CONTRAST SHALL BE AN INTEGRAL PART OF THE Insert 1" Reber For Optional Overflow Bag Removal From Inlet ~ J p J WALKING SURFACE. DETECTABLE WARNINGS USED ON INTERIOR SURFACES SHALL DIFFER FROM (Rek�ar Not Included) w 0 NOT TO SCALE ADJOINING WALKING SURFACES IN RESILIENCY OR SOUND--ON-CANE CONTACT. NOT TO SCALE _ - _ Silt Sack �. CD 1 TYPICAL DROP INLET 5 NOTES ON DETECTABLE WARNING FOR WHEEL CHAIR RAMPS 8 SDM H DETAIL DEPTH - D W 1 Dump Loops _ (Rebor Nat Included) . q Z J U) / WIDTH co :5W?� Expansion LENGTH = L � Restraint R,gMp �0-WZ R7 -8 r 12 M, �p ❑ TRW. C] = o k co SKIMMER NOTE: co O J F W RESERVED VAN ACGESIBLE SIGN � ��- SKIMMER MUST FLOAT ON TOP OF WATER TO WORK PROPERLY. u7 LLI - °p PARKING ADJACENT TO 8' AISLES �~ r` CONTRACTOR SHALL VERIFY THAT VENT OPENING FOR THE BARREL LENGTH WILL ALLOW WATER ENTRY > n ILL!0 W ONLY �, k° SKIMMER TO FLOAT AT EMERGENCY SPILLWAY ELEVATION. U) SIGNS TO BE 0.080 STANDARD S I LTSAC TYPE B ALUMINUM. BOLT TO TREATED WOOD OR ALUMINUM POST WITH o O 3/8" CADMIUM PLATED NUTS, _ � BOLTS & WASHERS. R7 8D[�E g• .- �" �pQ A SIN" S NOTES: 12" I r a ooa 6 r CO18p 000 51 OPENING FOR WATER ENTRY 1. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING S �I �$ 1 0QD THE OPENING SIZE OF THE EXISTING OR PROPOSED CATCH BORDERLEGEND AND WHITE SYMBOON BLUE BACKGROUND z x �O I�t3M�� FLEXIBLE JOINT )COAT BASIN OR DROP INLET. THE SILTSACK WILL BE MANUFACTURED TO FIT THE OPENING OF THE EXISTING OR BACKGROUND -WHITE INISHED . S�Op� NOTE: PROPOSED CATCH BASIN OR DROP INLET. GRADE ALUMINUM OR TREATED 4"x4" WOOD IF "X" !S LESS THAN 48" THEM + +6 �. THE SLOPE OF THE FLARED BARREL PIPE REFER TO TABLE FOR REQUIRED LENGTH. 2. TO INSTALL THE SILTSACK IN THE CATCH BASIN REMOVE THE GRATE AND PLACE THE SACK IN THE OPENING. HOLD POST. _ �5 SIDES MUST BE iV0 MORE THAN , OUT APPROXIMATELY SIX INCHES OF THE SACK OUTSIDE THE Q a 1-1/2"R( 1-1/2"R(TYP MAXIMUMSIDES PENALTY x VAN _ i l 1- -I 8.33 PERCENT (1:12). IF X 1S + PLAN 48" OR MORE, THEN THE FLARED MAY SLOPE UP TO 1 ❑ * SEE NOTES ON DETECTABLE WARNING ( ) PERCENT 1:10 BUT NOT MORE. FAIRCLOTH ORIFICE OUTLET END MODEL D� CONNECT TO OUTLET POND 1 4 IN. 3.9 IN. FRAME. THIS IS THE AREA OF THE LIFTING STRAPS. REPLACE THE GRATE TO HOLD THE SACK IN PLACE. 3. THE SILTSACK 15 FULL AND SHOULD BE EMPTIED WHEN THE RESTRAINT CORD IS NO LONGER VISIBLE. r°Oi n U nt o /8"(TYP) ACCESSIBLE /$-(TYP) -1 I -III- III -I I 1=I o PIPE OR RISER. REFER _ -2 fIF111111111114 I -I I ICI l I -I l ]-I I ! 1/2" ASPHALTIC PREFORMED 3"R REQUIRED DIAMETER 4. TO REMOVE THE SILTSACK, TAKE TWO PIECES OF 1" EXPANSION JOINT DIAMETER REBAR AND PLACE THROUGH THE LIFTING LOOPS r O V J LEGEND AND BORDER GREEN LEGEND AND BORDER GREEN -III--I I I=I I= 14 P '" -d - :-a.. �1" � ON EACH SIDE OF THE SACK TO FACILITATE THE LIFTING OF THE SILTSACK. P. BACKGROUND -WHITE BACKGROUND - WHITE I I -III-I-I I R7 83J V CCESSIBI E _ , `I II_- ,'. • :..�: ' -I I I �I I 5. TO EMPTY THE SILTSACK, PLACE IT WHERE THE CONTENTS WILL BE COLLECTED. PLACE THE REBAR THROUGH THE LIFT a oo Y STRAPS (CONNECTED TO THE BOTTOM OF THE SACK) AND H 6x6-10/10 COMPACTED L� W.W.M. gugGRgpE ! '�! -� g" �I11-1 "- LIFT. THIS WILL TURN THE SILTSACK INSIDE OUT AND EMPTY THE CONTENT'S. CLEAN OUT AND RINSE. RETURN THE SILTSACK 7O ITS ORIGINAL SHAPE AND PLACE BACK IN THE z BASIN. o SECTION WHEEL V NOT TO SCALE CHAIR RAMP NOT TO SCALE � � W SILT SACK NOTES 2 TYPICAL HANDICAPPED SIGN DETAIL B SIDEWALK, CURB OUT AND WHEEL CHAIR RAMP DETAIL 9 STANDARD SKIMMER DETAIL �l Qz"'o CALL 811 (3) WORKING o� o � o 0 DAYS BEFORE YOU DIG. a MM Wattle/Compost Sock Cq 1 x o Construction Specifications N o a INSTALLATION Y 1. Materials used in the compost sock must meet the specifications outlined NOTES: w above and in Practice 6.18, Compost Blankets. 1. SIDEWALK THICKNESS SHALL BE 4" UNLESS NOTED OTHERWISE. m HEAVY DUTY TRAFFIC BEARING FRAME, 2. Compost socks should be located as shown on the erosion and sedimentation control plan. 2. CONTRACTION JOINTS (C.J.) SPACE SAME AS SIDEWALK WIDTH. a GRATE AND HOOD. C.D.W. STANDARD SD 3. Prior to installation, clear all obstructions including rocks, clods, and other 3. THICKEN SIDEWALK TO 6" AT DRIVEWAYS. " 2--21. NCDOT ROADWAY STANDARD NO. 2 -_l debris greater than one inch that may interfere with proper function of the 4. THICKEN SIDEWALK TO 6 IN LAST 3 WHERE 1T ABUTS 840.03 OR APPROVED EQUAL (' = compost sock. PAVEMENT WITH NO CURB. 5. 4. Compost socks should be Installed parallel to the toe of a graded slope, a Typical Wattle Installation Guide., - 10 5. 1/2" EXPANSION JOINT (E.J.) AND SNAP CAP EXPANSION,.. NOTE: IF PRE -CAST BOXES ARE USED �.,. minimum of feet beyond the toe of the slope. Socks located below flat Lkrvestai�.1 2-3't areas should be located the of the land --disturbance. The the JOINT COVERS ARE REQUIRED AT 54 MAX. AT SIDEWALK JUNCTIONS, AT STRUCTURES, AND AS NOTED ON SITE PLAN. 6. PROVIDE A LAYER OF 15# BLDG. FELT BETWEEN WALK AND GROU THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THAT THE PIPES CAN BE INSTALLED TD THE GRADES SHOWN ON at edge ends of ,� wdns erased s' g socks should be turned slightly up slope to prevent runoff from going around Compact excavated Iristallstafceperpendadar 2.1-11 the end of the socks. sal an �gslape silo I `• to slope face 1` 5. F111 to the desired length that logs ❑ J�7 7 9 12 I ADJACENT PARALLELING CURB OR STRUCTURE. 1/8"R TOOLED +JOINT THE PLANS USING A PRECAST BOX PRIOR TO CONSTRUCTION. i©. sock netting uniformly with compost such �' '`' d❑ not deform. r 4J-2:1 6. Oak or other durable hardwood stakes 2" X 2" in cross section should be seEwattfeina 1 nEs JST cKo. JPN 1 2.3' daep`u driven vertically plumb, through the center of the compost sock. Stakes ORYYN. INKS r 1' 8 mencn 51-4;t �, should be placed at a maximum interval of 4 feet, or a maximum intervol of 8 26" MIN. PRECAST CONCRETE OR feet if the sock is placed in a 4 inch trench. See Figure 6.66b, The stakes `fi' I25 be driven DATE 2/27/24 SOLID NCDOT STRUCTURAL should to a minimum depth of 12 inches, with a minimum of 3 " 1 2 EXPANSION BLOCK. H-2O LOAD RATED Install wi1h18-or24 inches protruding above the compost sock. '� CURB 30' MAX SPACING O1NT MATERIAL 1xlwooastzkes 7. In the event stakingis not possible (i.e., when socks are used on pavement) Typical Wattle Spacing based an Slope Gradient heavy concrete blocksbehind the to hold It in during) CARg°'°y EXPANSION -JOINT (E.J.) 1/4"A" DEEP w/AN " 1 8R TOOLED JOINT / shallbe sed sock place runoff events. NOTE: WATTLE SHALL BE 12 DIAMETER 8. If the compost sock is to be left os part of the natural landscape, it may be Entrenchment Detail AND 20' IN LENGTH, MIN. seeded at time of installation for establishment of permanent vegetation using ,%%'°°9� �� ..•••.. .�� .■'F S •. p� Z the seeding specification in the erosion and sedimentation control plan. S AL - 4 9. Compost socks are not to be used in perennial or intermittent streams. 1. BEGIN AT THE LOCATION WHERE THE WATTLE IS TO BE INSTALLED BY EXCAVATING A 2-3" {5-7.5 CM) DEEP X 9" {22.9 CM} WIDE TRENCH r �8 : t► ; 2 ■ �� r ' = BOTTOM OF BOX ALONG THE CONTOUR OF THE SLOPE. EXCAVATED SOIL SHOULD BE PLACED UP -SLOPE FROM THE ANCHOR TRENCH. Maintenance v Q V* •`��, •�:... N■■.•■x, P t 13E Inspect compost socks weekly and after each significant rafnfall event (1 /2 inch 2 THE WATTLE IN THE TRENCH OIDEHADJACENTAT IT TOURS TO THE 501E FROM THE EXCAVATED TRENCH or greater). Remove accumulated sediment and any debris. The compost sack �++°°R Vi`�5 % BELOW INSHALL V. D1JO� FOR AGAINST THE WATTLE ON THE UPHILL SPLACE WATTLES SHflULo!T GHRLYA9UTOMPACT must be replaced if clogged or torn. If ponding becomes excessive, the sock may i CONTRACTION JOINT (C.J.� _ a_ _•;;..- y •.: --: •• SEDIMENT STORAGE. ._ __ _ - ' ' '';`-;' `''_' - `` need to be replaced with a larger diameter or a different measure. The sock 3. SECURE THE WATTLE WITH 18 24^ {45.7-61 CNi} STAKES EVERY 3 4' {0.9 - 9.2 M} AND WITH A STAKE ON EACH END. STAKES SHOULD 8E needs to be reinstalled if undermined or dislodged. The compost sock sfiatf be BLDG.-STRUCTURE "'- °O ' '� - • DRIVEN THROUGH THE MIDDLE OF THE WATTLE LEAVING AT LEAST 2-3" (5-7.5 CM) OF STAKE EXTENDING ABOVE THE WATTLE- STAKES SHOULD BE DRIVEN PERPENDICULAR TO SLOPE FACE. inspected until land disturbance is complete and the area above the measure has PLAN been permanently stabilized. NOT TO SCALE #4 0 12" EACH WAY s" ##57 STONE CONC. FTG. NOT TO SCALE C4m 1 3 SIDEWALK JOINT DETAIL 7 CATCH BASIN DETAIL (CI) 10 WATTLE DETAIL EROSION CONTROL NOTES AND MAINTENANCE PLAN: n M E & its I rt 0 N N GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH THE NCG01 CONSTRUCTION GENERAL PERMIT Im lementi the ii specifications on this Ian sheet will result i construction p rig h decal s and spec f p n the o structivn activity being considered compliant with the Ground Stabilization and Materials Handling sections of the NCGD1 Construction General Permit (Sections E and F, respectively)_ The permittee shall comply with the Erosion and Sediment Control plan approved by the delegated authority having jurisdiction. All details and specifications shown on this sheet may not apply depending on site conditions and the delegated authors Navin jurisdiction. Y ppY p g g t1+ g SECTION E: GROUND STABILIZATION Required Ground Stabilization 'f imeframes Stabilize within this Site Area Description many calendar Timeframe variations days after ceasing ]and disturbance (a) Perimeter dikes, swales, ditches, and 7 None perimeter slopes (b) High Quality Water None (HQW) Zones (c) Slopes steeper than If slopes are 10' or less in length and are 3:1 7 not steeper than 2:1,14 days are allowed -7 days for slopes greater than 50' in length and with slopes steeper than 4:1 -7 days for perimeter dikes, swales, (d) Slopes 3:1 to 4:1 14 ditches, perimeter slopes and HQW Zones -10 days for Falls Lake Watershed -7 days for perimeter dikes, swales, {e} Areas with slopes ditches, perimeter slopes and HQW Zones flatter than 4:1 14 -10 days for Falls take Watershed unless there is zero slope Note: After the permanent cessation of construction activities, any areas with temporary ground stabilization shall be converted to permanent ground stabilization as soon as practicable but in no case longer than 90 calendar days after the last land disturbing activity. Temporary round stabilization shall be maintained in a manner to render the Y P rY g n surface stable against accelerated erosion until permanent ground -stabilization is achieved. GROUND STABILIZATION SPECIFICATION Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the techniques in the table below: Temporary 5ta b i lizatio n Perma n e nt Su b i lization • remporary grass seed covered with straw or • Permanent grass seed covered with straw of other mulches and tackifiers other mul dies and tackifiers • Hydroseeding • Gectextile fabrics such as permanent soil • polled erosion control products with or reinforcement matting, without Lempurary grass seed o Hydroseeding • Appropriately applied straw or other mulch • Shrubs or other permanent plantings covered • Plastic sheeting with mulch Uniform andt vent distributed round cover Y 8 sufficientto restrain erosion • Structural methods such as conrrete, asphalt or retaining walls • Rolled eroSinn control prod ilcts with grass seed POLYACRYLAMIDES (PAMS) AND FLOCCULANTS i 1. Select flocculants soil that are appropriate forthe s being exposed during r-onstruction, selecting from the NC f7WR f i_st of Approved PAM-5/Ffocrulunts. 2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. 3. Apply flocculants at the concentrations specified in the NC DWR List cf Approved PAMS/Ffoccufants and in accordance with the manufacturer's instructions. 4. Provide ponding area for containment of treated Starmwater before discharging offsite. 5. Store flocculants in leak -proof containers that are kept under storm -resistant cover or surrounded by secondary contain EQUIPMENT AND VEHICLE MAiNTEiIfANCE 1. Maintain vehicles and equipment to prevent discharge of flulds. Provide dri ans under an tare equipment. 2stored e s m nt PP Y 9 A 3. Identifyleaks and repair as soon as feasible or remove leaking equipment from the P g project. 4. Collect all spent fluids, store 1n separate containers and properly dispose as hazardous waste (recycle when possible). S. Remove leaking vehicles and construction equipment from service until the problem has been corrected. 6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products to a recycling or disposal center that handles these materials. LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE 1. !Never bury or burn waste. Place litter and debris in approved waste containers. 2. Provide a sufficient number and size of waste containers (e,g dumpster, trash receptacle) on site to contain construction and domestic wastes. 3- Locate waste containers at least 50 feet away from storm drain inlets and surface waters unless no other alternatives are reasonably available. 4. Locate waste containers on areas that do not receive substantial amounts of runoff from upland areas and does not drain directly to a storm drain, stream or wetland. 5. Cover waste containers at the end of each workday and before storm events or provide secondary containment. Repair or replace damaged waste containers. 6. Anchor all lightweight items in waste containers during times of high winds. 7. Empty waste containers as needed to prevent overflow. Clean up immediately if containers overt ow. 8. Dispose waste off -site at an approved disposal facility. 9. On business days, clean up and dispose of waste in designated waste containers. PAINT AND OTHER LIQUID WASTE 1. Do not dump paint and other liquid waste into storm drains, streams or wetlands. 2. Locate paint washouts at least 50 feet away from storm drain inlets and surface waters unless no other alternatives are reasonablyavailable. 3. Contain liquid wastes in a controlled area. q 4. Containment must be labeled, sized and placed appropriately for the needs of site 5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from construction sites. PORTABLE TOILETS Install portable toilets on level round at least 50 feet awes from storm drains 1 P g Y streams or wetlands unless there is no alternative reasonably available. if 50 foot offset is not attainable, provide relocation of portable toilet behind silt fence or place on a gravel pad and surround with sand bags. 2. Provide staking or anchoring of portable toilets during periods of high winds or in high foot traffic areas. 3. Monitor portable toilets for leaking and properly dispose of any leaked material. Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace with properly operating unit, EARTHEN STOCKPILE MANAGEMENT 1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least 50 feet away from storm drain inlets, sediment basins, perimeter sediment controls and surface waters unless it can be shown no other alternatives are reasonably available. 2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of five feet from the tole of stockpile- 3. Provide stable stone access point when feasible. 4. Stabilize stockpile within the timeframes provided an this sheet and in accordance with the approved plan and any additional requirements. Soil stabilization is defined as vegetative, physical or chemical coverage techniques that will restrain accelerated erosion on disturbed soils for temporary or permanent control needs. >ri�"r' NORTH CAROLINA ONSITE CCWCRMM WASHOUT STRUCTURE WITH LINER a w � `ate "°�� - � t4W7 -i�• &� a mar •vsa ax Sg:nru iw m aonu " 0____ is qua tar" rcn,no. r�.r a� nip Iw s.rr 1� M. �.Ys., Ad_TiV_GRADE HASHrtrf STrttX:TU7E amlm r�Anr vasr.xrr srauprt>ra£ CONCRETE WASHOUTS 1. Do not discharge concrete or cement slurry from the site. 2. Dispose of, or recycle settled, hardened concrete residue in accordance with local and state solid waste regulations and at an approved facility. 3. Manage washout from mortar mixers in accordance with the above item and in addition place the mixer and associated materials on impervious barrier and within lot perimeter silt fence. 4. Install temporary concrete washouts per local requirements, where applicable. If an alternate method or product is to be used, contact your approval authority for review and approval. if local standard details are not available, use one of the two types of temporary concrete washouts provided on this detail. YP P rY r 5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk sections- 5tormwater accumulated within the washout may not be pumped into or discharged to the storm drain system or receiving surface waters. Liquid waste must be pumped outand removed from project. 6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it can be shown that no other alternatives are reasonably available. At a minimum, install protection of storm drain inlet(s) closest to the washout which could receive spills or overflow. P 7- Locate washouts in an easily accessible area, on level ground and install a stone entrance pad in front of the washout. Additional controls may he required by the approving authority. 8. Install at least one sign directing concrete trucks to the washout within the project limits_ Past signage on the washout itself to identify this Incation, 9. Remove leavings from the washout when at approximately 75% capacity to limit overflow events. Replace the tarp, sand bags a other temporary structural components when no longer functional. When utilizing alternative or proprietary products, follow manufacturer's instructions. 10. At the completion of the concrete work, remove remaining leavings and dispose of in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance caused by removal of washout. HERBICIDES, PESTICIDES AND RODE NTiCIDES 1- Store and apply herbicides, pesticides and rodenticides in accordance with label restrictions 2. Store herbicides pesticides and rodenticides in their original containers with the p label, which lists directions for use, ingredients and first aid steps in case of accidental poisoning. 3. Do not store herbicides, pesticides and rodenticides in areas where flooding is possible or where they may spill or leak into wells, stormwater drains, ground water or surface water. If a spill occurs, clean area immediately, 4, Do not stockpile these materials onsite. IAZARDOUS AND TOXIC WASTE 1. Create designated hazardous waste collection areas on -site. 2. Place hazardous waste containers under cover or in secondary containment- 3; Do not store hazardous chemicals, drums or bagged materials directly an the ground containment structures. °. k'Environll7entalQuality .-_... NC G O I GROUND STABILIZATION AND MATERIALS HANDLING PARTHI SELF -INSPECTION, RECORDKEEPING AND REPORTING SECTION A: SELF -INSPECTION Self -inspections are required during normal business hours in accordance with the table below. When adverse weather or site conditions would cause the safety of the inspection personnel to be 1n jeopardy, the inspection may be delayed until the next business day on which it is safe to perform the inspection. In addition, when a storm event of equal to or greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be performed upon the commencement of the next business day. Any time when inspections were delayed shall be noted in the Inspection Record, Frequency Inspect (durfng normal In* act ron records must trtr lode: ball .s haarc (1} Rain gauge Daily Daily minfall amounts. maintained in If no daily rain gauge obserratiom are made during weekend or good working holidiy periods, and no individual -day rainfall intormation is order arail.ihlc, r.card the cum.,lnthc rein mewurcmenf fnr thaw. un- attended cays (and this wit! determine it a site inspecticn is needed). Days on which no rainfall occurrad shall W recorded as zero." The permlttee may use another rain -monitoring device approved by the Division- (2) E&SC At least once per 1. Identi lication of the measures inspected, Measures 7 calendar days 2. Oare and times of the inspertic.n, and withln 24 3. Nameofthe person performing The Inspection, hours of a rain L, Indication of "ehether the measures wem opt niting event ? 1.0 Inch in r-r-riy, 24 hoJrs S. Deger l pt ion of malntenance needs for the measure, rk Description, cmdence, and date of mrmetivC actions taken. (3) 5tormwater At Icast once pee 1. Identification of the discharge outfalls inspected, discharge 7 calendar days 2. Date and time of the inspection, autralh (SDOs) and within 24 3. Na me of the person per farming the inspection, hours ora rain 4. EV hence of Intl icators or stor mwater pollution such as oil evcrrtn 1.9 inch in sheen, floating or suspended solids or discvlarativn, 24 hours S. Indication of visible sediment leaving the site, 6. Description, evidence, and date of corrective actions taken. 4 { } perlmetcr of At (cast once per [ a n t n is fv n u idd SI It If vistb c sed me u-r iu u d a u tc nua, then a record site 7 calendar days of the following shall be made: and within 24 1. Actions taken to cleanup cr stabilize the sediment that has left hours of a rain the site limits, event? 1.0 inch in 2. Description, evidence, and date of Correa ive actions taken, and 24 hours 3. An explanation as to tha actions taken to control future relmses. 3 Stream: or (} At (cast once er p if the stronm or wLtland has incrc:fsed visible sedlmentatIan w a wcttands omitc 7 calcndardays strcarri has visible increased turbidity from "e orotfsite and withln 24 7ctiwty, then a record of the fa howl ng shall be made: (whare hours of a rain 7.- Description, evlden ce and date of ea rrcctive actions taken, and acressrhle } event l.a inch in ti 2 Rewrds of the re' uirec re aria to f ra ra Hate Division .1 P DP P 24 hours Reglonal Office per Part Iri, section C, item (2)(a) of this permit ofihIs emit. (6) Ground Alto C'ach phaso 1. The phase of gradl ng {installation of pe nmetcr E&;sc stabilization of gn ding m.casures, dcvring and gri bb Trig, inata Elation or storm measures drainage facilities, eomplefivn or all land-dis Lurbing activity, construction or redevelopment permanem ground towrl. 2. Documentation that the rc4 uircii 8 round stabilization measures have been provided within the required tl meframc or an assura nc�- that they svill ba provided ns soon as pP eble. NOTE- The rain inspection resets the required 7 calendar day inspection requirement. ;r: �` NORTH CAROLINA �;., .' Environmental Quality PART ill SELF -INSPECTION, RF.CORDKEFPiNG AND REPORTING SECTION B: RECORDKEEPING 1. E&SC Plan Documentation The approved L--&SC plan as well as any approved deviation shall be kept on the site. The approved E&SC plan must be kept up-to-date throughout the coverage under this permit. The following items pertaining to the E&SC plan shall be documented in the manner described: Item to Document I Documentation Requirements (a) Each E&SC Measure has been irstalled Initial and date each E&SC Measure on a copy and deer not significantly deviate from the of the approved E&SC Plan or complete, date locations, dimensions and relative elevations and sign an inspection report that lists each shown an the approved E&SC Plari. t&W Measure shown on the approved E&SC h' i r i n th Plan. This documentation s e u red upon e q P InitlaI Installation of the E&SC Measures or if the E&SC Measures are modified after initial installation. (b) A phase of grading has been completed- Initial and date a copy of the approved E&SC Plan or complete, date and sign an inspection i report to iri Wcate CA mp let ion oFthP. construction phase. (cl Ground cover is located and installed I Initial and date a copy o€ the approved E&SC in accordance with the approved E&SC PP Plan or complete, date and sign an inspection P g Plan, report to indicate com fiance with a raved p A Rp round coverspecifications, g (d) The maintenance and repair Complete, date and sign an inspection report. requirements for all E&SC Measures have been performed. (e) Corrective actions have been taken initial and date a copy of the approved E&SC to E&SC Measures_ Plan or complete, date and sign an inspection report to indicate the compietion of the co r re ctive action. 2. Additional Documentation In addition to the E&SC Plan documents above, the following items shall be kept on the site available for y inspectors ectors at all times during normal business hours unless the and g p g Division provides a site -specific exemption based on unique site conditions that make this requirement not practical_ (a) This general permit as well as the certificate of coverage, after 1t is received. (b) Records of inspections made during the previous 30 days. The permittee shall record the required observations on the Inspection Record Form provided by the Division or a similar inspection form that includes all the required elements. Use of electronically -available records in lieu of the required paper copies will be allowed if shown to provide equal access and utility as the hard -copy records- (c) All data used to complete the Notice of intent and older inspection records shall be maintained for a period of three years after project completion and made available upon request. [40 CFR 122.41] EFFECTIVE: 04/01 / 19 SELF-INSPECTiON, RECORDKEEPiNG AND REPORTING SECTION C: REPORTING 1. Occurrences that must be reported Permittees shall report the following occurrences: (a) Visible sediment deposition in a stream or wetland. (b) Oil spills if: • They are 25 gallons or more, ■ They are less than 25 gallons but cannot be cleaned up within 24 hours, • They cause sheen on surface waters (regardless of volume), or ■ They are within 100 feet of surface waters (regardless of volume). (a)Releases of hazardous substances in excess of re ortable quantities under Section 311 ] P of the Clean Water Act (Ref- 40 CFR 110-3 and 40 CFR 117.3) or Section 102 of CERCLA (Ref: 40 CFR 302.4) or G.S. 143-215.85. (b) Anticipated bypasses and unanticipated bypasses. (c) Noncompliance with the conditions of this permit that may endanger health or the environment. Z. Reporting T1meframes and father Requirements After a permittee becomes aware of an occurrence that must be reported, he shall contact the appropriate Division regional office within the timeframes and in accordance with the other requirements listed below. Occurrences outside normal business hours may also be re arted to th Division's Eme enc Res ❑rise ersonneI at 80D 662-7956 800 p e rg Y P p { ) .I ) 858-0368 or (919) 733-3300, Occurrence Reporting Timeframes (After Discovery) and Other Requirements (a] visible sediment • Withfa 24 hours, an oral or electronic notification. deposition in a • Within 7 calendar days, a report that contains a description of the stream cr wetand sediment n and actions toe to address the cause of the de osltlon- 1 e t n taken a p Division staff may waive the requirement for a written report on a case-hy-case basis. • if the stream is named on the NC 303fdI list as impaired for sediment - related causes the ermitlte may be re uired Lo erform additional P Y G p monitoring, inspections dr apply more stringent practices if staff determine that d ti❑ I re uirernents are needed to assure corn fiance ad I na ci p with the tederal orstate impaired-waLem Conditions. W1thfn24 hours, an oral or electronic notification. The notification (b) Oil spills and release of shall include information about the date, rime, nature, vol urn e and hazardous location of the spill or release_ so bstances per item 1(b)-[Q above (c) Anticipated . A report ot least ten days before the dote of the bypass, ifpossfbfe. bypasses 140 CFR The reportshall include on evaluation of the anticipated quality and 122.41[m}(3)] effect of the bypass. (d) Unanticipated • WIMIn 24 hours, an oral or electronic notification. bypasses [40 CFR . Within 7 calendar days, a report that indudes. an evaluation of the 122.41(m)(3)] quality and effect of the bypass. (e) Noncompliance • Within 24 hours, an oral or elecLronic notification. with the conditions • Within 7calendar days, a report that contains a description of the of this permit that noncompliance, and its causes; the period of noncompliance, mry endanger including exact dates and times, and if the noncompliance has not health or the been corrected, the anticipated time noncompliance is expected to errvironment[40 rontiniir•• and steps taken nr planned m reduce.. eIirnimrr, and CFR 122.41(1)()pj prevent reoccurrence of the noncompliance_ 140 CFR 122-41(I)(6)- • Division staff may waive the requirement for a written report on a case by -case basis_ I NCGO I SELF -INSPECTION, RECORDKEEEPINC AND _R-PORTIN G I EFFECTIVE: 04/01/19 f WITH LINER, NO GRAVEL APPROACH ONSITE CONCRETE WASHOUT STRUCTURE WITH LINER 1 0�' .04 N EZ so so I OR STAPLESANDBAGS P.} 4 CN 10 MIL PLASTIC 1:1 SANDBAGS (TyP.) SIDE SLOPE LINING OR STAPLES {T'/P.} \ CLEARLY MARKED SIGNAGE SECTION A -A CONCRETE NOTING DEVICE (18`X24' MIM) WASHOUT NOTES: 1. ACTUAL LOCATION DETERMINED IN FIELD 2. THE CONCRETE WASHOUT STRUCTURES SHALL BE MAINTAINED WHEN THE LIQUID ANDIOR SOLID REACH 75°% OF THE STRUCTURES CAPACITY. PLAN 3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE CLE:ARY MARKED WITH SIGNAGE NOTING DEVICE. BELOW GRADE WASHOUT STRUCTURE COHESIVE a LOW FILTRATION SOIL BERM z za 10'-0' M IN WNWAIMMAM 1 ►�6 1 '11►�1 M. ri0. NOT TO SCALE 10 MIL PLASTIC LINING -1:1 SIDE SLOPE (TYP.) r -.1_'____--- - - w 61 SECTION B-B SANDBAGS 4TYP.j OR STAPLES H IGH COHESIVE & LOW FILTRATION SOIL BERM "-SANDBAGS [TYP.) NOTES: OR STAPLES 1. ACTUAL LOCATION DETERMINED IN FIELD CLEARLY MARKED SIGNAGE 2. THE CONCRETE WASHOUT STRUCTURES CONCRETE NOTING DEVICE (18'X24" MIN.) SHALL BE MAINTAINED WHEN THE LIQUID WASHOUT ANDIOR SOLID REACHES 75°% OF THE STRUCTURES CAPACITY TO PROVIDE ADEQUATE HOLDING CAPACITY WITH A MINIMUM 12 INCHES OF FREEBOARD. PLAN 3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE CLEARY MARKED WITH SIGNAGE NOTING DEVICE. ABOVE GRADE WASHOUT STRUCTURE NOT TO SCALE rtl2►Ti1161:721:0&ydZII■713Cs1:I_wramILTA ITI91I§T±TAIICol101 WN761:aFAN EI I. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED 8. LAND DUALITY REQUIRES: FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED RAINFALL, BUT IN NO CASE, LESS THAN ONCE EVERY WEEK AND WITHIN AS NECESSARY, AND MULCHED, ACCORDING TO 24 HOURS OF EVERY HALF -INCH RAINFALL. SPE I E VEGETATIVE PLAN SPECIFICATIONS IN THE , TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. 2. ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT ALL SLOPES WILL BE STABILIZED WITHIN 21 WILL BE PERIODICALLY TOP -DRESSED WITH AN ADDITIONAL 2 INCHES OF CALENDAR DAYS. ALL OTHER AREAS WILL BE #4 STONE TO MAINTAIN PROPER DEPTH. THEY WILL BE MAINTAINED IN A STABILIZED WITHIN 15 WORKING DAYS. CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE SITE. WATER QUALITY REQUIRES: IMMEDIATELY REMOVE OBJECTIONABLE MATERIAL SPILLED WASHED OR ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED TRACKED ONTO THE CONSTRUCTION ENTRANCE OR ROADWAYS. A5 NECESSARY AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO 3. SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. INLET PROTECTION, BLOCK AND GRAVEL INLET PROTECTION, ROCK ALL PERIMETER DIKES, SWALES, DITCHES, DOUGHNUT INLET PROTECTION AND ROCK PIPE INLET PROTECTION WHEN PERIMETER SLOPES, ALL SLOPES STEEPER THAN 3' THE DESIGNED STORAGE CAPACITY HAS BEEN HALF FILLED WITH HORIZONTAL TO 1' VERTICAL (3:1) AND ALL HIGH SEDIMENT. ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT QUALITY WATER (HOW) ZONES SHALL BE PROVIDED POOL NO LONGER DRAINS AS DESIGNED. DEBRIS WILL BE REMOVED TEMPORARY OR PERMANENT STABILIZATION WITH FR AR OM THE ROCK AND H DWARE CLOTH TO ALLOW PROPER DRAINAGE GROUND COVER A5 SOON AS PRACTICABLE BUT IN SILT SACKS WILL BE EMPTIED ONCE A WEEK AND AFTER EVERY RAIN ANY EVENT WITHIN SEVEN (7) CALENDAR DAYS EVENT. SEDIMENT WILL BE REMOVED FROM AROUND WATTLES, BEAVER FROM THE LAST LAND -DISTURBING ACTIVITY. ALL DAMS, DANDY SACKS AND SOCKS ONCE A WEEK AND AFTER EVERY OTHER DISTURBED AREAS SHALL BE PROVIDED RAIN EVENT. TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER A5 SOON AS PRACTICABLE BUT IN 4. DIVERSION DITCHES WILL BE CLEANED OUT IMMEDIATELY TO REMOVE ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE SEDIMENT OR OBSTRUCTIONS FROM THE FLOW AREA. THE DIVERSION LAST LAND -DISTURBING ACTIVITY. RIDGES WILL ALSO BE REPAIRED. SWALES MUST BE TEMPORARILY STABILIZED WITHIN 21 CALENDAR DAYS OF CEASE OF ANY PHASE OF ACTIVITY ASSOCIATED WITH A SWALE. 5. SEDIMENT WILL BE REMOVED FROM BEHIND TH E SEDIMENT FENCE WHEN IT BECOMES HALF FILLED. THE SEDIMENT E T FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. STAKES MUST BE STEEL. STAKE SPACING WILL BE 6 FEET MAX. WITH THE USE OF EXTRA STRENGTH FABRIC, WITHOUT WIRE BACKING. STAKE SPACING WILL BE 8 FEET MAX. WHEN STANDARD STRENGTH FABRIC AND WIRE BACKING ARE USED. IF ROCK FILTERS ARE DESIGNED AT LOW POINTS IN THE SEDIMENT FENCE, THE ROCK WILL BE REPAIRED OR REPLACED IF IT BECOMES HALF -FULL OF SEDIMENT, NO LONGER DRAINS AS DESIGNED OR IS DAMAGED. I V fi SEDIMENT WILL BE REMOVED FROM SEDIMENT TRAPS WHEN THE DESIGNED STORAGE CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT. THE ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS OR WHEN THE ROCK IS DISLODGED. BAFFLES WILL BE REPAIRED OR REPLACED IF THEY COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE. THEY WILL BE REPLACED PROMPTLY. SEDIMENT WILL BE REMOVED WHEN DEPOSITS REACH HALF THE HEIGHT OF THE 1ST BAFFLE. FLOATING SKIMMERS WILL BE INSPECTED AND KEPT CLEAN WEEKLY. 7. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT BASIN WHEN THE A DESIGN STORAGE CAPACITY H 5 BEEN HALF FILLED WITH SEDIMENT. ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS OR IF THE ROCK IS DISLODGED. BAFFLES WILL BE REPAIRED OR REPLACED IF THEY COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, THEY WILL BE REPLACED PROMPTLY. SEDIMENT WILL BE REMOVED FROM BAFFLES WHEN DEPOSITS REACH HALF THE HEIGHT OF THE 1ST BAFFLE. FLOATING SKIMMERS WILL BE INSPECTED WEEKLY AND WILL BE KEPT CLEAN. PERMANENT SEEDING RECOMMENDATIONS FOR FALL AND EARLY SPRING SPECIES RATE (ib/acre) Ib 1000 sf SEEDING MIXTURE RYE (GRAIN) 120 2.75 SPECIES RATE (Iblb/acre) (Ib/1000 $ TALE. FESCUE 80 1.84 SEEDINQDATES: PENSACOLA BAHIAGRASS 50 1.15 MOUNTAINS - AUG. 15 - DEC. 15 SERICEA LESPEDEZA 30 0.69 COASTAL PLAiN AND PIEDMONT --- AUG. 15 -- DEC. 15 KOSE LESPEIaEZA 10 0.23 501E AMENDMENTS: FOLLOW SOIL TEST OR APPLY 2,000 lb/acre GROUND AGRICULTURAL SEEDING NOTES: LIMESTONE AND 1,000 lb/acre 10-10-10 FERTILIZER. 1. FROM SEPT. 1 THRU MAR. 1, USE UNSCARIFIED SERICEA SEED. MULCH: 2. ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE TO APPLY 4,000 lb/acre STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, 30 Ibs/acre. NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET 3• WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND INCREASE NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. KOBE TO 40 ibs/acre. MAINTENANCE: REPAIR AND REFERTIUZE DAMAGE AREAS IMMEDIATELY. TOP DRESS WITH R NURSE PLANTS: BETWEEN APR. 15 AND AUG. 15 ADD 10 Ibs cre r a GERMAN 50 lb/acre OF NITROGEN IN MARCH, IF IT IS NECESSARY TO EXTEND MILLET OR 15 Ibs/acre SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG. 15 TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 lb/acre KOBE ADD 25 Ibs/acre RYE (GRAIN). (PIEDMONT AND COASTAL PLAIN) OR KOREAN (MOUNTAINS) LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH. DEEDING DATES: MT POSSIBLE EARLY SPRING: FEB 15-MAR. 20 FEB.15-APR. 30 TEMPORARY SEEDING RECOMMENDATIONS FOR SUMMER FALL: SEPT. 1-SEPT. 30 SEPT. 1-OCT. 31 SOIL AMENDMENTS: SEEDING MIXTURE_ APPLY LIME AND FERTILIZE ACCORDING TO SOIL TESTS, OR APPLY 3,000-5,000 PS EC1ES RATE (lb/acre) (Ib/10E 00 sf) Ibs/acre (68.9-114.8 Ibs/1,000 sf) GROUND AGRICULTURAL LIMESTONE (USE GERMAN MILLET 4D 0.92 THE LOWER RATE ON SANDY SOILS AND 1 000 Ibs acre 22.9 Ibs 1 000 } / ( / , sf) 10-10-10 FERTILIZER. IN THE PIEDMONT AND MOUNTAINS, A SMALL -STEMMED SUDANGRASS MAY MULCH: BE SUBSTITUTED AT A RATE OF 50 lb/acre- APPLY 4,000 lb/acre (91.8 Ibs/1,000 sf) GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH. ANCHOR STRAW BY TACKING WITH ASPHALT, SEEDING DATES: NETTING, OR ROVING OR BY CRIMPING WITH A MULCH ANCHORING TOOL. A DISK MOUNTAINS -- MAY 15 - AUG. 15 WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING PIEDMONT - MAY 1 - AUG. 15 TOOL, COASTAL PLAIN - APR. 15 - AUG. 15 MAINTENANCE: 5-OIL-AMENDMENTS; IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTiLIZE IN THE SECOND YEAR, FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 lb/acre ACCORDING TO SOIL TESTS OR TOPDRESS TH 500 bs A T DR WI I /acre (11.5 Ibs/1,000 GROUND AGRICULTURAL LIMESTONE AND 750 lb/acre 10-10-10 sf) 10--10-10 FERTILIZER. MOW AS NEEDED WHEN SERICEA IS OMITTED FROM FERTILIZER. THE MIXTURE. RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY. MULCH: APPLY 4,000 lb/acre STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, PERMANENT SEEDING RECOMMENDATIONS FOR LATE SPRING NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET AND EARLY SUMMER NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. MAINTENANCE: REFERTiLIZE IF GROWTH IS NOT FULLY ADEQUATE, RESEED, REFER-nLIZE SEEDING MIXTURE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. SPECIES R6_U__(1bAi re) (IL/Logo _sf)_ PENSACOLA BAHIAGRASS 50 1-15 TEMPORARY SEEDING RECOMMENDATIONS FOR LATE WINTER SERICEA LESPEDEZA 30 0.69 COMMON BERMUDA 10 0.23 AND EARLY SPRING GERMAN MILLET 10 0.23 SEEDING MIXTURE SEEDING NOTES: SPECIES RATE (Iblb/acre7_ (Ib]b/70OD sD 1. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA. RYE (GRAIN) 120 2.75 2. USE COMMON BERMUDAGRASS ONLY ON ISOLATED SITES WHERE IT CANNOT ANNUAL LESPEDEZA 50 1.15 BECOME A PEST. BERMUDAGRASS MAY BE REPLACED WITH 5 Ibs/acre (KOBE 114 PIEDMONT AND CENTIPEDEGRASS. COASTAL PLAiN, KOREAN IN MOUNTAINS) arEDINB Q DA. APRIL 1-JULY 15 OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER ISML AMENDMENTS: NOT TO EXTEND BEYOND JUNE. APPLY LIME AND FERTILIZE ACCORDING TO SOIL. TESTS, OR APPLY 3,000 Ibs/acr (68,9 Ibs/1,000 sf) GROUND AGRICULTURAL LIMESTONE AND 500 Ibs/acre (11.5 SEEDING DATES: Ibs/1,000 sf) 10--10-10 FERTILIZER. MOUNTAINS - ABOVE 2,500 FEET: FEB. 15 - MAY 15 MULCH: BELOW 2,500 FEET: FEB. 1 - MAY 1 APPLY 4,000 lb/acre (91.8 Ibs/1,000 sf) GRAIN STRAW OR EQUIVALENT COVER PIEDMONT - JAN. 1 - MAY 1 OF ANOTHER SUITABLE MULCH. ANCHOR STRAW BY TACKING V4T,H ASPHALT, COASTAL PLAIN - DEC. 1 - APRIL 15 NETTING, OR ROVING OR BY CRIMPING WITH A MULCH ANCHORING TOOL A DISK 501L AMENDMENTS: WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 lb/acre TOOL. GROUND AGRICULTURAL LIMESTONE AND 750 lb/acre 10-10-10 MAINTE,NIANCE: FERTILIZER. REFERiiUZE THE FOLLOWING APRIL WITH 50 Ibs/acre (1.15 Ibs/1,000 sf) MULCH: NITROGEN. REPEAT AS GROWTH REQUIRES. MAY BE MOWED ONLY ONCE A YEAR. APPLY 4,000 lb/acre STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND MOW AS OFTEN AS NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEEDED. NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. MAINTENANCE: REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFER-nLIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. 9. FLOCCULANTS WILL BE USED TO ADDRESS TURBIDITY ISSUES. THE PUMPS, TANKS, HOSES AND INJECT SYSTEMS WILL BE CHECKED FOR PROBLEM S OR TURBID DISCHARGES DAILY. 10. BASIN OUTLET STRUCTURES AND SKIMMERS SHALL WITHDRAW WATER FROM THE SURFACE. 11. CONCRETE WASHOUTS SHOULD BE INSPECTED DAILY AND AFTER HEAVY RAINS. DAMAGES SHOULD BE REPAIRED PROMPTLY. IF FILLED TO OVER 75% CAPACITY WITH RAIN WATER IT SHOULD BE VACUUMED OR ALLOWED 70 EVAPORATE TO AVOID OVERFLOWS. BEFORE HEAVY RAINS THE CONTAINERS LIQUID LEVEL SHOULD BE LOWERED OR THE CONTAINER COVERED TO AVOID AN OVER FLOW DURING RAIN. WHEN SOLIDS HAVE HARDENED THEY SHOULD BE REMOVED AND RECYCLED. NPDES-SPECIFIC PLAN SHEET N 1, THIS PAGE IS SUBMITTED TO COMPLY WITH NPDES GENERAL STORMWATER PERMIT NC0010000. 2. THIS PAGE CAN BE APPROVED BY THE COUNTY PURSUANT TO NPDES GENERAL STORMWATER PERMIT NCO010000 ONLY. 3. THIS PAGE OF THE APPROVED PLANS IS ENFORCEABLE EXCLUSIVELY PURSUANT TO NPDES GENERAL STORMWATER PERMIT NCO010000. 4. THE COUNTY IS NOT AUTHORIZED TO ENFORCE THIS PAGE OF THE PLANS AND IT IS NOT PART OF THE APPROVED PLANS FOR THE PURPOSES OF ENFORCEMENT ACTION UNDER THE CITY CODE. 0 W 0 Z Z U) , _ I..1..1 UJ I- Z L1J 0 yJ Z (-7 N Z 'IT Z Z C) U) Z � CZC_ 2 'r J Q J 0 W LLI Q -1 Z_JU)r-) - ? � -H-QC1 D L U f Y- C a- W Z 0- © LL = ❑ M �]�°-C)H-a LLl z � a_a_ - ) W co UwQ=�CD ❑ !�t 0 co 3:M CD oo 1�n CIA it W H y N �::) -4 v7 00 9 Ln pug - m C- Z0e F Cq 0 �10 nl J w 19131/23117 DEs. JST GKI). JPN DRWN. NKS DATE 2/27/24 %%�'_ CAR p O t -1 � ►%1 ........_4 19851 4*o no � ¢fin•',t- ,a,�.0; NM CONTINUOUS LINES 10'-30'ISP SKIP LINE 2'-6'/SP MINI -SKIP LINE 2! CUNLESS OTHERPRSEO EHOWY, USE 70'-30'/5P SKIPS FOA SKIP LA,-e LINES ANO SKIP CENTER L1H E5. UNLESS 4THEnWf SEO S49M USE Z'-WISP YIN I -SKIPS FOR LANE LINE EXTENSIONS THROUGH INTERSECTIONS, EOOE LINE � Z �7 0 L7 Q EDGE LINE EICIENSIONS THROUGH INTERSECTIONS AND MINI -SKIPS ¢ � n H 10' 30' USED FOR BICYCLE LANE LTHES. 1.LJ�H� hrm-4 �� YELLOW OR WHITE 4rr16r, 0 01 w s�>�m C� �� 4"15" 2' W F<<o� CA ;)0O 3:a m LANE LINE YELLOW OR WHITE 1 E 0 4"/s" Q F.. H L" C7 I. ---_.--- - - A 4rrlsrr YELLOW0R WHITE to0 O Q N • a y a WHITE H 3'-3'/SP MINI -SKIP LINE 3'-9'/SP MINI -SKIP LINE N �m ��„o w C J p CENTER I N E L 4rr18rr UNLESS OTHERWISE➢ SHMN, USE 3'-3'/SP MIMI-SKIPS FOY THE WHITE: EDGE LINE EXTENSIONS AT NOU!:DA9IXIT9. Lq&ESS GTHEHWISED SHOWN, USE 9'-9'jSP MINI -SKIPS FOA MINI -SKIP LANE LINES AND LINE EXTENSIONS THROVOH TAPERLq A m YELLOW GORE LINE 4rr1S.r 8"112" 12' NHITE WHITE WHITE m a DIAGONAL LINE C) LL Z > 12" 45 MPH OR HIGHER U) to y L (/] m YELLO'J! OR WHITE T S" LESS THAN 45 MPH T LLI , f U7 m [!] j:: LL LL < � M > cl m a z CROSSWALK LINE J 6" TRANSVERSE ❑ Q y WHITE 24" LONGITUDINAL m Q Q cn z Z w o xr EL W -n H RxR LIVE Lu w M ') G27 N N 16" EED H J n MITE � J z w w STOP OR TRANSVERSE BAR GENERAL NOTES: 1- USE $" LANE, EDGE, AND CENTER LINES ON ALL FULL CONTROL OF ACCESS FACILITIES AND OTHER ROUTES 24" AS DIRECTED BY THE ENGINEER. WHITE 2- LANE LINES INDICATED AS "WIDE" ON THE ROADWAY STANDARD DRAWINGS SHALL BE AT LEAST TWICE THE WIDTH OF THE NORMAL LINE. 3- GORE LINES SHALL BE TWICE THE WIDTH OF THE NORMAL LINE. SHEET 1 OF 2 SHEET 1 OF 2 12€}5.01 11205.01 ❑ DIRECT TAPER TURN LANE TURN LANE BAYS ¢ 125 FT. Z Q m C WHITE W-9'ISP MINI -SKIP LINE WHITE 3'-B'/SP MINI WHITE LANE -SKIP LINE 0 a] F. H Z C3 ,[r END OF TAPER _ J . . LINE Y Q ¢ - DO ,-4 Q_yl m� TAPER TAPER � � � U z -I = > T0' TURN LANE ARROW CENTERED IN CD O U) 2 cr = C)a [� m BAY TURN LANE BAY w Q Z •• m2> Hct QQr Z 40O TURN LANEBAYS 125 - 250 FT. rLLI WHITE LANE LINE WHITE 3'-S'/SP MINI -SKIP LINE C17i-�OJ C' = a C) ca � .c. co so' TAPER J C ~ Z r�, O 9r; TURN LANE SAY 0TURN LANE BAYS 250 FT. OR GREATER CENTER BETWEEN FIRST AND LAST ARROYS WHITE LANE LINE r �rHI7E 3'-S'ISP SSINI-SKIP LINE 250' I• !J/ - - - - - $D TAPER m rr z TURN LANE DAY LL s LEFT TURN LANE DEVELOPED FROM TWO-WAY TURN LANECD z i� � i'T� 1 WHITE LANE LINE, I LENGTH OF BAY CENTER BETWEEN FIRST WHITE 3'-9'/SP MINI -SKIP LINE AND LAST ARROWS �] Q a C M y TWO-WAY LEFT TURN LANE 0 � fu wza a .. - - - - �_ - - -sue ---- - o ¢ J F• > Eg a 6° � � ¢ i- za r TURN LANE SAY 160'� -- "T C3 Z z=In maps ¢Wp [/] SAME PAVEMENT MARKING LILINES, NUMBER OF ARROWS, [:] F TURN LANES AND ARROW SPAC_kG APPLY AS :OR :_ VADICU TURN LANE BAY LENGTHS SHOWN ABOVE W ZDOUBLE U)> fS _ WHITE LANE LINE, ItLEHG HT OF BAY UP TO 125' MAX. WHITE LANE LINE, LEIIGHT OF BAY WHITE SKIP LANE LINE WHITE 3' -9'ISP MINI -SKIP LINE UP TO 250' MAX. H J CL 1 r f.7 w WHITE 2'-8'/SP MINI -SKIP LINE - • - 't F TAPER . 60' CENTER BETWEEN FIRST • TURN LANE SAY AND LAST ARROWS GENERAL NOTES: LEGEND I- USE THE GUIDANCE SHOWN ABOVE IN CONJUNCTION WITH THE INTERSECTION GUIDANCE SHM74 ON ROADWAY STANDARD DRAWING 1205.04. PAVEMENT MARKING 'r SYMBOL SHEET 1 OF 1 SHEET 1 OF 1 1205.05 2- THE NUMBER OF ARROWS SHUA74 IS THE MINIMUM REQUIRED. USE ADDITIONAL ARROWS AS DIRECTED BY THE ENGINEER, 1205.051 Q [7 m H � C � H• z �mao > c ti -1 rm+Z-I�> =-naym '�Cf3�Q nya ca H 0 Z 11 1250.0 GENERAL NOTES: 1- MARKERS ARE GENERALLY NOT REQUIRED ALONG EDGE LINES EXCEPT IF DESIGNATED IN THE PLATES OR DIRECTED BY THE ENGINEER. WHEN THEY ARE REQUIRED, SPACE THEM ON 20 FT. CENTERS, AND OFFSET 2 INCHES FROM THE EDGE LINE ON THE: TRAFFIC SIDE. 2. PLACE CRYSTALIRED MARKERS AT INTERSECTIONS AND INTERCHANGES WHERE WRONC-WAY MOVEMENTS ARE POSSIBLE. POSITION THE RED SIDE OF THE MARKER TO FACE "WRONG -WAY" TRAFFIC. WHEN USED, PLACE CRYSTALIRED MARKERS ALONG THE ENTIRE LENGTH OF THE PROJECT. 3- 00 NOT PLACE PAVEMENT MARKERS CLOSER THAN 3 INCHES TO A PAVEMENT CONSTRUCTION JOINT (AS FEASIBLE), EXCEPT WHEN PLACED BETWEEN DOUBLE YELLOW CENTER LINES, AND ALONG YELLOW SKIP LINES ON TWO-LANE, TWO-WAY ROADWAYS WHERE PASSING IS ALLOWED IN BOTH DIRECTIONS. 4- 40 NOT PLACE PAVEMENT MARKERS DIRECTLY ON PAVEMENT MARKING LINES. 5- PLACE PAVEMENT MARKERS USED IN CONJUNCTION WITH DOUBLE YELLOW CENTER LINES MID -WAY BETWEEN THE LINES. PROVIDE A GAP BETWEEN THE LINES AND THE MARKER TO REDUCE OVERS PRAYING THE MARKER DURING REPAINTING OPERATIONS. B- MARKERS ARE NOT REQUIRED ALONG MINI -SKIP LINES IN TAPERS. PAVEMENT MARKER SPACING CHART TYPE OF PAVEMENT MARKING TYPICAL SPACING (FT) SKIP LINES AND CENTER LINES ALONG THRU LANES - ALONG TAN6EN7 SECTIONS AND OO HORIZONTAL CURVES LESS THAN 8° HORIZONTAL CURVES ? V 40 TURN LANES - MINI -SKIP LINES 24 SKIP LINES 40 SOLID LINES 2D CENTER LINES 40 HINI-SKIP LINES AT 24 LANE DROP APPROACHES Two -WAY RAMP CENTER LINES 40 GORE LINES 20 PAINTED ISLANDS - WHITE 20 YELLOW 40 RAISED MEDIAN ISLANDS 40 WRONG WAY RAMP ARROW 5 TAPERS 40 NARROW BRIDGES - EDGE LINE 20 CENTER LINE 40 ONE LANE BRIDGES - EDGE LINE 20 WORK ZONE APPLICATIONS 2-LANE, 2-WAY ON -SITE DIVERSION 20 FT. FOR CENTER LINE ALL OTHER DIVERSIONS I IF+ NORMAL SPACING z QU) H � LL J d ,--t O Q S w¢zLL_ ¢"�CDcu u, 0 LL p J c) w cc A o0 w LL W LL Z � Z Q Q ❑ � G7 W ❑ Lu I- J [!S Q p LUn W J � H [7 w LU w � 1260.01 2"•3" S9.5B OR S9.5C 11" 625.03 OR 525.00 z O CI] SURFACE COURSE BASE COURSE Q �[r�U EXISTING EXISTING LL J H 21_01r X 2r-0„ ]._Orr Q V <Q H F W cn��0J `s o CO Z M D w o PAVEMENT REPAIRS ON ROADS TO BE RESURFACED (PIPE IS PLACED UNDER EXISTING PAVEMENT) EC a LL Z EL 2" S9.5B OR S9.5C H Fri F SURFACE COURSE CL 11" 625.OB OR B25.CC cc H Lid BASF COURSE-7/ CS CC Lu Q EXISTING EXISTING 2 0- ¢ Lu w 1r_Or, 2,_Or, X 2r-Wr 1r_C.r _ U) LLI } > m W O IL C] 0 0 PAVEMENT REPAIRS ON ROADS NOT TO HE RESURFACED (PIPE IS TO BE PLACED UNDER EXISTING PAVEMENT) s65 iOFK 654.01 x w 12rr 1�_4rr 7�-4r, 18" I'-10" 7'-10'r 2a'r 2r srr gr �,r 36" 3'_g" 9r Srr 42r, 4, 5rr 70, 5r, 48rr 5r Dr. 11r O,r 0 TYPICAL PAVEMENT MARKER REFLECTOR z m C7 co C� �¢ a) Q A TOP VIEW TOP VIEW � ,C = 0 H (5 CD H a -I y a +0 Q:J C) •-A =mzpm KEEL LENS ' D • � LENS rrArr LENS "B" YELLOW YELLOW RED - O Q a S Z w ¢ Z LL (n ,. CRYSTAL Q C.7 CID 0 Z iYE6 -.. .N LENS "A" CO OJ mv�� ❑ 7O C7 I� LL o Q VI y MOUNTED TO CASTING WITH ADHESIVE REFLECTOR ANO METHO➢S RECOMMENDED BY THE z i- co w •� co C> j 10" MAX. MANUFACTURE OF THE MARKERS AND APPROVED BY THE ENGINEER. CV t-4 r O z CASTING4-mo,UNTED IN GROOVE FRONT VIEW SIDE VIEW � o ASAWCUTDHESIVE TH EPDXY ADHESIVE LEVELING LUG m I-� LL W m � �-- r' he CD C7 = s;t MAX. -� -� '� FRONT VIEW SIDE VIEW g y Q � (/] co C> a y REFLECTOR 0 m Z "G m ❑ D r" m CASTING ..as_ :. a,.. - - -- Y } j#" PROJECTION - ABOVE PAVEMENT SURFACE Z Q ❑ u O O �N'EB ado ccc-i0 FEEL WEB KEEL m ]`r N Z UI LLI H J � 0 wd 71 � GENERAL NOTES: 1- USE A MIIiIMUM OF 1.44+1- SO. INCH AREA FOR EACH REFLECTIVE LENS. 2- SAWGUT GROOVES TO DIMENSIONS PROVIDED BY THE MANUFACTURER. 3- CONTACT ALL LEVELING LUGS ID THE PAVEMENT SURFACE. LEGEND 4 ANDREFLECTOR PROVIDEITHESIONS REOUIRED REFLECTIVITYY, BUT . TO FIT IN THE CASTING DIRECTIONOF TRAFFIC TRAFFIC FLOW HEFT 1 OF 1 SHEET 1 OF 1 1253 01 1253.01 C3 •10'-30'ISP SKIP LINE GORE LINES z m1-4 o u� <� 20' dy C7 7] r- n S m REFER TO SPACING CHART FOR 3PACTN6 REDUCTIONS ❑ LL J CL H Z A 0ga�rn 15' 15" Q O M � �] €] 10 � � fI !D �UQpY cn p Q "Y'I Z 4 r--, Q Q [� MARKERS OFFSET 2" FROM GORE LINES I.Q.. 2� Z H LLJ L/3 F- LL Q a a WHITE YELLOW CENTER LAVES s REFER TO SPACING CHART cu N W ❑ Z FOR SPACING REDUCTIONS 80' SO' O ,5 15' Is 3'-9'ISP MINI -SKIP LINE E I Z W G7 24' MARKERS CENTERED CENTER LINES FOR- BETWEEN DOUBLE CENTER LINES p is LL Lj 1-4 z cn 0 11 0 ❑ 0 © ❑ ❑ TWO-LANE, TWO-WAY ROADWAYS UNDIVIDED ROADWAYS � � 0 Gn 0 f i >-0 I MARKER CENTERED J i 7 TWO-WAY LEFT TURN LANES q , � 'a BETWEEN MINI -SKIP LINES Q CCL 3 a W ¢ z ��a DETAIL OF PAVEMENT MARKER PLACEMENT 0Lu 'i SNOWPLOWABLE RAISED PAVEMENT MARKERS F_ Q C-) ur Z > �L- - - �s" - - F s � to z W m-n 0m CO) W w rx RAISED REFLECTIVE; PAVEMENT MARKERS LEGEND M CRYSTALIRED PAVEMEN1 MARKER - - - - - - -- _'L6rr - - - ®- - - - - - - - - - YELLOWIYELLOW PAVEMENT MARKER OIRECTIDN OF TRAFFIC FLOW MARKERS CENTERED BETWEEN MARKERS CENTERED DOUBLE CENTER LINES BETWEEN SKIP LINES BEET 2 OF 3 SHEET 2 OF 3 1250.01 1250.01 ROCK dAM NOTES: 1, CLEAR THE AREAS UNDER THE EMBANKMENT AND STRIP 4F ROOTS AND OTHER OBJECTIONABLE MATERIAL. DELAY CLEANING THE RESEVIOR AREA UNTIL THE DAM 15 IN PLACE. 2. COVER THE FOUNDATION AREA INCLUDING THE ABUTMENTS WITH EXTRA -STRENGTH FILTER FABRIC BEFORE BACKFILLING WITH ROCK. IF A CUTOFF TRENCH 15 REQUIRED, EXCAVATE AT CENTERLINE OF DAM, EXTENDING ALL THE WAY UP THE EARTH ABUTMENTS. APPLY FILTER FABRIC UNDER THE ROCKFILL EMBANKMENT FROM THE UPSTREAM EDGE OF THE DAM TO THE DOWNSTREAM EDGE OF THE APRON. OVERLAP FILL MATERIAL A MINIMUM OF i FOOT AT ALL .]DINTS, WITH THE UPSTREAM STRIP LAID OVER THE OOWWSTREAM STRIP. J. CONSTRUCT THE EMBANKMENT WITH WELL -GRADED ROCK AND GRAVEL TO THE S12£ AND 5' �I � VARIES DIMENSIONS SHOWN ON THE DRAWINGS. IT i5 IMPORTANT THAT ROCK ABUTMENTS 8E AT LEAST 2 FEET HIGHER THAN THE SPILLWAY CREST AND AT LEAST i FOOT NIGHER THAN THE DAM, ROCK ALL THE WAY TO THE DOWNSTREAM TOE, TO PREVENT SCOUR AND EROSION A7 THE ABUTMENT � ABUTMENTS. WEIR ELEV. r+. SEDIMENT -LADEN WATER FRD1vi THE CONSTRUCTION SITE SHOULD $E DIVERTED INTO THE MIN. 1' NCDOT BASIN RESERVOIR AT THE FURTHEST AREA FROM THE DAM. #5 OR .57 0 Q CLASS I AND It WASHED STONE RiPRAP S. CONSTRUCT THE ROCK DAM BEFORE THE BASIN AREA IS CLEARED TO MINIMIZE SEDIMENT � YIELD FROM CONSTRUCTION OF THE BASIN. IMMEDIATELY STABILIZE ALL AREAS DISTURBED DURING THE CONSTRUCTION OF THE DAM EXCEPT THE SEDIMENT POOL {REFERENCE: SURFACE STABILIZATION). S. SAFETY - SEDIMENT BASINS SHOULD DE CONSIDERED DANGEROUS BECAUSE THEY ATTRACT CHILDREN. STEEP SIDE SLOPES SHOULD BE AVOIDED. FENCES WITH WARNING SIGNS MAY BE w NEEDED IF TRESPASSING IS LIKELY. ALL STATE AND LOCAL REQUIREMENTS MUST BE FOLLOWED. MIN. 1.5' THICK MAINTENANCE ROCK APRON CHECK SEDIMENT BASINS AFTER EACH RAINFALL. REMOVE SEDIMENT W W o q2l AND RESTORE ORIGINAL VOLUME WHEN SEDIMENT ACCUMULATES TO [__ [] _ ABDUi ONE-HALF THE DESIGN VOLUME. SEDIMENT SHOULD BE PLACED ABOVE THE BASIN AND ADEQUATELY � W FILTER FABRIC CUT-OFF TRENCH CHECK THE STRUCTURE FOR EROSION, PIPING, AND ROCK DISPLACEMENT WEEKLY AND AFTER EACH SIGNIFICANT {1/2" OR �•L `.J GREATER} RAINSTORM AND REPAIR IMMEDIATELY. ❑ �I r • TEMPORARY ROCK DAM DETAIL REMOVE THE STRUCTURE AND ANY UNSTABLE SEDIMENT � I - IMMEDIATELY AFTER THE CONSTRUCTION SITE HAS BEEN " PERMANENTLY 5TAB1L12EQ. SMOOTH THE BASIN SITE TO BLEND WITH Z Z THE SURROUNDING AREA AND STA81L12E. ALL WATER AND SEDIMENT SHOULD 8E REMOVED FROM THE BASIN PRIOR TO DAM REMOVAL SEDIMENT SHOULD BE PLACED IN DESIGNATED DISPOSAL AREAS AND NOT ALLOWED TO FLOW INTO STREAMS OR DRAINAGE AREAS DURING STRUCTURE REMOVAL. LJ >, NOTES: � 1 r5 S9,5B SURFACE (NCDOT) 1. PAVEMENT SECTIONS SHALL BE DETERMINED WITH � N 3.0" I-19.1]C BINDER IN (2} 1-1/2" LIFTS CONSULTATION ANDSONLYTPER FROMTHEIRRECOMMENDAilgNS.EPAIVEMENT U U ~ 5.5" B25,aC BASE (NCDQT) DETAIL SECTIONS SHOWN ARE MINIMUMS AND MAY z __j � BE PER GEgTECHNICAi_ m RECOMMENDATIONS. � w � 2. REFERENCE GEQTECHNICAL REPORT FOR aaaba fl0O0O0O0OgOg044❑O0❑ UNDERCUTTING IN AREAS OF PROPOSED PARKING LLl W Z AND DRIVE AREAS. CONSULT WITH GEOTEOHNIOAL W � p � ENGINEER T4 DETERMINE REQUIRED SUBGRADE I-- � co III -III ---I UNDERCUTTING AND REPLACEMENT. o >_ a- U }- o 'J�t~I]WZLf} _TURN LANE PAVEMENT SECTION (NCDOT) � z � a � °; W U Q o � a NTS ❑ �tWiJm�rn MILL EXISTING PAVEMENT 1Lli FOOT INTO EXISTING TRAVEL LANE. EXISTING PAVEMENT MARKING WILL BE REMOVED. A Q J NOTE: MILL OUT DEPTH 4F SURFACE MIX (2 INCHES) � FROM THE EXISTING EDGE OF TRAVEL LANE INTO THE ADJACENT TRAVEL LAME. � SHOULDER � i Z' TURN PAVED -- LANE SHOULDER i /4" PER FOOT 1 /2" PER FOOT VARIES 1 L� J 1 SUBGRADE � EXIST. 4" PAVED COMPACTED 3 SHOULDER PAVEMENT SECTION SHALL �PZV EXTEND BASE & BINDER 1 5" 59.5 B SURFACE COURSE {NODDY}} ASPHALT 6" PAST 3.0" I19.QC INTERMEDIATE COURSE (iVCDQT) SURFACE MIX ASPHALT 5.5" 825.00 BASE COURSE (NCDOT) TURN LANE & ROADWAY WIDENING, PAVEMENT SECTION. NOT TO SCALE DRIVEWAY WIDTH c TRAILING DRIVEWAY PIPE TYPICAL SECTION FLAT SLOPG 3 rr g, } TEH FLATTER SLOP£ 6 r A , B D,•' JOINT D 8 JA 1- Tb _ � Te PIPE L PIPE -FH GROOVE INSTALLATION TONGUE INSTALLATION SIDE VIEW VARIABLE ----------=T W - D ----- , T T I PIPE PLAN VIEW END TREATMENT DIMENSIONS L W TS Tp Te A B 15 rr 70 _ Err 19 rr 4rr 4" 61r 17-34'r 20T's" 18" 90_Orr 23" 4rr 4r, 61r 211Arr 25" 24'" 12'-6" 30" 4rr 4rr 6r` 27%S" 32,r 0 END VI W �- APPROACH 6" MAX. I 1 .7 VIYiC i T7SL V.L CYY NOTES: 1. CONSTRUCT PIPE END SECTION USING 94 REEAR SPACED 9" EACH WAY AND MEET ALL REQUIREMENTS OF STD. SPEC. 310. 2. CHAMFER ALL EXPOSED CORNERS :aA`. Lli d � cv Q 1-1 O LL F cD U � � r a � C7 a � Z LL Lu b O � H ¢ ".{ LULL En Lu vi-1w H � (r CQs w o Q Q LL � us is Lu cc LL 10.02 CD 00CD N i �U00 � rI� N W N C> w { 00 00 � N KI1 QUA M Q �b C) 19131/23117 DES. JST CKD. JPN DRWN. N K S DATE 2/27/24 C423 NOTE: MEASUREMENTS OF BASINS ARE ALL I.D., IF NOT OTHERWISE SPECIFIED **** BACKFILL INSTRUCM0Ha TO BE FOLK FOR AK IND. TO WARRANTY BASIN **** 24' R37 PS#1 & PS#2 168" PS#3 168- 12' 2' NYLON C❑UPLING (LOCATED AT 6100) DUPLEX JUNCTION BOX 2' MUSHROOM VENT (SHIPPING LOOSE) f-(4) LIFTING LUGS ' Cl FLANGED TEE SS C❑MPANI❑N FLANGE ' SS NIPPLE SS DUPLEX FLOAT BRACKET_/ (LOCATED AT 6100) 3' SS DISCHARGE C❑UPLING (L❑CATED AT 12:00) 6' CI HUB -/o (SHIPPING LOOSE) C2) CP-20SS LIFTING CHAINS (SHIPPING LOOSE) (4) 2900-30 W FLOAT SWITCHES-,-" (SHIPPING LOOSE) � 24" j [V 1r I ROUND FIBERGLASS ANTI -FLOAT W/ STEEL INSERT (-300) R3 N 0 TE #1: PS#1 & PS#2 BASIN/WET WELL MODEL: 72x168-300 PS#3 BASIN JWETWELL MODEL: 72x168--300 T%r,% At r►I rnn_ TENCARVA MACHINERY COMPANY JOB REFERENCE / Notes, WILMINGT❑N (2) rev QUOTE # 74152 BASIN DESCRIPTI❑N] SEE NOTE #1 COVER DESCRIPTI❑N, (2) 1/4"' ALUMINUM GAS TIGHT HDC 72' So, <2) 3' Cl FLANGED 90° ELBOWS (2) 3' CI FLANGED PLUG VALVES W/ PLUG VALVE HANDLE 18p NOTE: AFTER PUMP STATION THE SSFM SHALL HAVE (2) 45" BENDS & SSFM SHALL BE INSTALLED W/ 3' MIN. COVER. (2) 3' CI FLANGED LEVER & WEIGHT CHECK VALVES SS STAND-OFF BRACKET W/ U-BOLTS PVC SCH 80 DISCHARGE PIPE 1/4' SS T304 GUIDE RAILS ,�,-(4) 3' PVC SCH 80 COMPANION FLANGES SS DUPLEX STUDS FOR ,,,--3' TSURUMI TOS80C25.5-CR BASE ELBOWS (SUPPLIED BY TENCARVA MACHINERY COMPANY) f CONCRETE ANTI —FLOTATION RING AROUND BALLAST SUPPORT FLANGE. DISCONNECTS- 3' TSURUMI PUMPS: (TOS) 8OC22.2-CR-61 DRAWN fly, A. HARTUNG / DATE,11/25/20 CHECKED BY] DATE CHECKED, SHEET 1 OF 2 QTY: (2) REVISION 0 'THE BEST AROUND UNDERGROUND' PH; (574)-936-6022 FX; (574)-936-5811 W WW.AKINDUSTRIES.C❑M v N' z > co p a > x�>ym 3:CnCDCS z—c:)" nn�a �-1 �a S 840.54 A 4 PLAN OF FRAME A 4 _-1 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 4 /�� 4 L_---- a- -- -J BOTTOM OF COVER 1 `TYPE #1 1 - ALTERNATE T _ 2'-9% SECTION A -A f � L GENERAL NOTES USE 4000 PSI MMINIMUM CO:PRESSIVE STRENGTH CONCRETE. USE ASTM A615 GRADE 60 REINFORCING STEEL. USE ASTN A1064 WELDED WIRE FABRIC (WWF). FABRICATE, ASSEMBLE AND DESIGN PRECAST MANHOLE COMPONENTS ACCORDANCE WITH AASHTO M199. ASSEMBLE RISER AND GRADE RINGS WITH THE STEPS SPACED 12" FROM THE TOP TO THE BOTTOM OF THE MANHOLE. WHERE THE MANHOLE IS EXPOSED TO ROAD TRAFFIC, CONSTRUCT THE TOP OF THE !MANHOLE FLUSH WITH THE GROUND AND A MINIMUM OF 9" ABOVE THE GROUND AT OTHER LOCATIONS. LIMIT DEPTH OF FILL TO 30'-0" FROM FINISH GRADE TO TOP OF BOTTOM SLAB. THE MIN. SLAB THICKNESS 'T' IS THE DIMENSION OF THE THINNEST PORTION OF THE TOP180TTOM SLAB. * TOP MAT OF REINFORCEMENT MAY BE NEGLECTED IF TOP SLAB HAS A DISTINGUISHABLE TOP AND BOTTOM. FRAME AND GRATES M. N0. TMFFIC SEA INN 040.37 k 141 ft"FIC {iS:4R]1M; 040.22 S4o.2a eaD.xc e4D.xa e4o.33 1 TYPE #2 ALTERNATE CONE SECTION I R. PLAN OF COVER 1'-111i�y" iyrr � I_ 4�d�''44 er SECTION B-B MINIMUM WEIGHTS - LBS. FRAME - 180 COVER - 120 TOTAL - 300 SPECIFICATION CLASS 30 IRON MEETING ASTM A-48 ❑ W T INTERNAL MIN. M4IN. DIAMETER WALL TOPIBOTTOM (FT.) THICKNESS SLAB THICKNESS (IN.) (IN.) 4 4 6 5 5 8 6 6 8 As MIN. CIRCUMFERENTIAL AREA OF STEEL PER VERTICAL FT. (SO. IN.) 0.12 0.15 0.18 GRADE RING IN. AREA OF STEEL MIS ECCENTRIC CONE io 6.07 in.2 LOCATE WALL REINFORCEMEI IN MIDDLE THIRD OF WALL. 1" MIN. U4 REBONAL CLR. EBAR 1 MIN- USE MIN. AREA OF STEEL IN TOP CLA- ST AB OF #4'S @ B" CTS. EACHWAYIEACH FACE FLAT TOP SLAB ADDITIONAL 44 EACH SIDE OF OPENING (1" SIDE OF OPENING [ ADDITIONAL 94 EACH DIAGONAL RISER CLEAR OF SDFACE PLACE BARS DIAGONAL CLEAR OF BOTTOM FACE] TO CORNERS [TYP.} .i I�r = JL � 1�_ _ JL _ Jet ► GRATED INLET OPTION FRAME & GRATE f r SEE STD. 840.54 _ • ` `� FOR MANHOLE ► RING AND COVER ►► 07— s ] IL � f MANHOLE OPTION USE MIN. AREA OF STEEL IN BASE SLAB OF 012 in2 PER LINEAR F60T EACH WAY TYPICAL MANHOLE SECTION As (CIRCUMFERENTIAL REINFORCEMENT) •LONGITUDINAL REINFORCEMENT RASE z C3 co � } a¢ arc? LL J�H c3aa. It= co Z a 0 (D r- coll�- Lt-0_j CD co x 2 H � r� a o� o W a z cc F- U. co Uj _j = 0 CDz z cc LLI m 840.54 z O vy H Q Q HCCC.DU LL —!H Z OC)03= 1= z QvCCCW a }�- H- LL C) �oNQ Z ,jam � I--1 LU LU C3 W W O LL H oLu 0- Z >-a Or d a- 0 0 to Q in�cc cc z E¢.. W r vN Si. r O a 0 W a. 84❑.52 K? C9 C) z a< z JO O —j w m (� < O^ [I) H r U) z w a A CV Q fn ' {n 5- Uj (n Of Fr o' O 14- N z N Cl [011 J 0 m rn Z J_ D m W O Z w W DW O Z~ q Q Z Z Z J (D I- QZ cQ 7 Z W� a lc-- 0 [.y CN W U} (DJ n J CI) co 2i W E;-1 � J Do Q N oaLqz 0 IL ❑ _ o CY] CD>- i- O W�U)WUCa "1- LU z�CL o�LU 000) 00 Gn Ln co VJ 0 0 W x W a x -31 (((W a 2 W � m Q U oz� W � C> 19131/23117 DES. JST CKD. JPN DRWN. RPH DATE 2/27/24 C404 WET WELL AND VALVE PLAN IS TYPICAL AND NOT TO SCALE. INCLUDE PROJECT SPECIFIC, TO SCALE DRAWING IN ENGINEER'S PLANS. PLUG VALVE ,':, y : ti s, •,+ CHECK VALVE ti MIN. 12" LG. CHECKV' DRESSER VALVE PUMP DISCHARGE PLUG SUPPORT BRACKET VALVE PLAN NOT TO SCALE ITEM DESCRIPTION "A" OUTSIDE DIAMETER OF WET WELL -- °B" INSIDE DIAMETER OF WET WELL "C" WET WELL ACCESS HATCH LENGTH# "D" WET WELL ACCESS HATCH WIDTH �k�k "E- CL PUMP TO CL PUMP DIMENSION #cjc�c "r CL HATCH TO OUTSIDE OF WET WELL�k "G" CL HATCH TO INSIDE OF WET WELL 7k�k "H' PIPE DIAMETER .1. FLANGE TO FLANGE DIMENSION "J" VALVE VAULT LENGTHcXe "K" VALVE VAULT WIDTH "L" VALVE VAULT ACCESS HATCH LENGTH "M" VALVE VAULT ACCESS HATCH WIDTH "N" INFLUENT PIPE SIZE �}c "0" FORCE MAIN PIPE SIZE �4 DETAIL: WET WELL - VALVE VAULT PLAN SCALE: NOT TO SCALE CFPUA DETAIL DATE: CFPUA REV- No: 2 01/01120 INSTALL 1" NPT TEST PORT WITH 1" BALL VALVE WITHIN VALVE BOX DOWNSTREAM OF VALVES. TEE W/BLIND FLANGE 1) "1 Mi I I 5' MIN.-{ TRANSITION FITTING MU PLUG it i J VALVE , 4 MIN. " D.I. PIPE, VALVES & 12' &UN. F1TrINGS FROM PUMAS THRU CLEARANCE 4VALVE BOX. SIZE AS REQ'D. (TYP) VALVE PIT DISCHARGE DIRECTION MAY VARY NOTES: 1. PROVIDE PRECAST CONCRETE WET WELL ,MEETING NCDEQ MINIMUM DESIGN CRITERIA AND PUMP MANUFACTURER REQUIREMENT'S. 2. VALVE VAULT TO SUIT FORCE MAIN DIAMETER AND PUMP MANUFACTURER REQUIREMENTS. SIZE TO ACHIEVE ADEQUATE CLEARANCES FOR INSTALLATION AND O&M. 3. PROVIDE SINGLE OR DOUBLE LEAF ALUMINUM DOORS TO MAXIMIZE STRUCTURE ACCESS OPENING. 4. WET WELL AND VALVE PLAN IS TYPICAL AND IS NOT TO SCALE AND SHALL NOT BE INCLUDED ON ENGINEER'S DRAWINGS. ENGINEER'S DRAWING SHALL SHOW WET WELL, VALVE VAULT, VALVES AND PIPING TO SCALE. 5. DIMENSIONS TO BE INCLUDED ON PUMP STATION DRAWINGS. SEE PUMP TABLE. ** SEE NOTE 3. PER MANUFACTURERS RECOMMENDATION. DETAIL NO: CAPE FEAR PUBLIC UTILITY AUTHORITY B S-G 2 235 GOVERNMENT CENTER DRIVE F� WILMINGTON, NC 28403 momOFFICE: (910)332-6560 SHEET NO: Stewardship. Sustainability. Service. AM-00327 IES jO TSURUMI PUMP CUTTER - TAPE - SEWAGE WASTEWATER PUMPS I DIMENSIONS 80C22.2-CR -61 80C23.7-CR -61 C.W.L. :Continuous running Water Level L.W. L. : Lowest running Water Level I DIMENSIONS:USCS(Inchl Model HP NOM. SIZE Pump & Motor C.W.L. L.W.L. Wt. (lbs.) A Al I A2 B D D1 D2 H W1 W2 80C22.2-CR -61 3 3" 20 7116 11 W8 4 15116 11 318 10 1(4 5 m6 5 3116 241116 22 114 8 114 139 80C23.7-CR -61 5 3" 20 7116 11 718 4 15116 11 318 10 v4 5 1116 5 3116 241116 122 v4 8 114 141 I nIMr-rdgt INS•MFTP1r1mml Model kW NOM. SIZE Pump & Motor C.W.L.L.W.L. Wt. (kg) A Al A2 B D D1 D2 H W1 W2 8OC22.2-CR -61 2.2 80 519 302 125 289 260 128 132 611 565 210 63 80C23.7-CR -61 3.7 80 519 302 125 289 260 128 132 611 565 210 64 WET WELL AND VALVE SECTION BELOW IS TYPICAL. FRAME as COVER MIN. INCLUDE PROJECT SPECIFIC, TO SCALE DRAWING IN ENGINEER'S PLANS. TO PERMIT LADDER ACCESS & PUMP RETRIEVAL. (SEE NOTE 8) STAINLESS STEEL SUPPORT GRIP, Off" 316 SST HOOKS CLOSED MESH, ON ALL CORDS FOR PUMP PULL CHAINS, POWER CORDS 4 55T VENT W/NON-FERROUS INSECT SCREEN LOCATED FRAME & COVER & FLOAT HANGERS (10 ON HINGED SIDE OF w/ SAFETY GRATE REQ'D) MOUNT WITH PUMP ACCESS HATCH 316 SST WEDGE AN£3ORS (TYP} HINGES SEE NOTE 910RODS S CONC. CAP W/2 #4 CONT. IF C.M.U. STOP ELEV.- CONST. 100 YR FLOOD LINE 44" SCH80 PVC 316 STAINLESS STEEL GUIDE RAILS DRAIN SLOPE CYLINDRICAL LOCATE WIRE FOR F/M (SEE NOTE 4) TO WETWELL, WALL SEAL r(TYP) SHALL EXTEND INSIDE WITH TRAP OR 141 VALVE PIT. 6- MIN. FLAP VALVE IN WETWELL PUMP REMOVABLE DIP/C9OD MIN CHAIN SEE CHART FOR (SEE NOTE 5) I SIZE ITEM -0" GROUT SLOPES BITUMINOUS .JOINT TO DRAIN MATERIAL (TYP) + • 4y I ¢ HIGH WATER T£LEM. HIGH WATER MAU ELEV. D.I.P. 6- CONC. BASE CLASS #57 CRUSHED STONE INFLUENT LAG PUMP "ON" ELEV. - GROUT AROUND LEAD PUMP BOOT D.I.P. FROM INFLUENT MANHOLE TO WET WELL DISCHARGE AND RAIL LEAD PUMP SUPPORT CASTING BASIS OF PUMP DESIGN `OFF- ELEV, - WETWELL SHALL HAVE INTERIOR COATING IAW CFPUA STANDARDS. INFORMATION enTrOu ELEV. - SEE NOTE 3 >v _,-MONOUTHIC CIONC. BASE CA 1W_A N CLASS #57 S. 'ram a ��CRUSHED STONE DUPLEX J `-* % x 4' DP SEE PUMP TABLE. SUBMERSIBLE PUMP WEDGE ANCHORS (SEE NOTE 2) SECTION NOT TO SCALE 1. UNLESS OTHERWISE SPECIFIED, ALL METAL WET WELL COMPONENTS,HARDWARE, AND FASTENERS, SHALL BE CAST IRON. DUCTILE IRON, OR 316 STAINLESS STEEL OR BETTER. 2. UNLESS OTHERWISE SPECIFIED, ALL CONCRETE FASTENERS TO HE 316 STAINLESS STEEL wMGE ANCHORS (n?). F7 IN BOTTOM WET START P SIZE AND BASE A 45' TYP ALL AROUND. 3. CONCRETE FILLET O OF V1ELL. TO ART 10 FROM THE ULTIMATE PUMP T { } 4. ONE PIECE SCHEDULE 40, 316 STAINLESS STEEL GUIDE RAILS, DIAMETER PER MANUFACTURERS RECOMMENDATIONS. TWO PIECE RAILS WITH INTERMEDIATE (MID 1/3) SUPPORT, FOR LENGTHS GREATER THAN 18 FEET. UPPER GUIDE RAIL BRACKET SHALL ALSO BE STAINLESS STEEL 5. PUMP REMOVABLE CHAIN AND RELATED LIFTING HARDWARE TO BE 3/8" MIN.,316-L STAINLESS STEEL 2000 LB MIN. WORKLOAD Umrr. LENGTH TO EXTEND 4' ABOVE HATCH. 6. PUMP DISCHARGE SUPPORT BRACKET FOR DUCTILE IRON, OVER IV MIN. ONE REQUIRED. MIDWAY. 7. ACCESS HATCHES SHALL BE PAD LOCKABLE FRAME AND COVER, WITH 1/4' ALUMINUM PLATE AND 1/8' THICK x 3' WIDE STAINLESS STEEL HINGES MIN. AND POSITIVE LOCKING DOOR RESTRAINT. HINGE ON DISCHARGE SIDE OF WET WELL AND VALVE BOX, (HAWDAY PROD. OR EQUAL, SIZE AS REQUIRED) w/ SAFETY GRATE. & PLUG VALVES TO BE DeZURIK (FIG. 118) ECCENTRIC, CAST IRON BODY AWWA C504 WITH 4- HAND WHEEL AND NON RISING STEM. SWING CHECK VALVES SHALL BE AS SPECIFIED. 9. ELEVATION OF TOP OF WET WELL AND ELECTRICAL CONDUITS SHALL BE 2-0 FEET ABOVE THE 100 YEAR FLOOD ELEVATION. lo. CONCRETE PAD (36" MINIMUM WIDTH W/45' CHAMFER) AROUND OUTSIDE DIAMETER OF WET WELL DETAIL: DETAIL NO: WET WELL - VALVE VAULT CAPE FEAR PUBLIC UTILITY AUTHORITY r�a3 SECTION 235 GOVERNMENT CENTER DRIVE r -66..►► SCALE: NOT TO SCALE CFPUA DETAIL DATE: WILMINGTON, NC 28403 SHEET NO: OFFICE: (91 U)332-6560 t] 11U112fl '- CFPUA REV- No: 2 Stewardship- Sustainability. Service. AM-00347-' IIIES TSURUMI PUMP CUTTER - TYPE - SEWAGE a WASTEWATER Pum s DIMENSIONS TOS84C22.2-CR -61 i TOS80C23.7-CR -61 11 5116(288) 9 v16(230) 7 11116(195) 3 118($0} N L�ors j d(N U JL� i i i i i i Bolts & Nuts 2 318 I! I A3 i I ti i i i i i i 2-M10X40L (60) Ijflljl Ijl ! 32A-SGPW !!! iiii C.W.L. (Option) j :�i 3"JIS10K(150PS1) Flange i II�I!I! with II! i l i i i i j 3"NPT Companion Flange !!I�III ICI I 9116 Anchor Bolts (15) (Option) 611116 19116 4-M16X120L (170) (40) 9 13116 C.W.L. :Continuous running Water Level (250j L.W.L. :Lowest running Water Level I DIMENSIONS:USCS(Inch) Model HP NOM.! SIZE ump & Motor C.W.L. L.W.L. Wt. (Ibs.) A Al A2 A3 D D1 I D2 I H I H1 H2 W1 W2 TOS80C22.2-CR -61 3 3" 17 118 12 3116 4 15116 9 13116 10 114 15 1116 5 3116 25 3116 33 718 1 118 23 318 9 112 130 TOS86C23.7-CR -61 5 3" 17 118 12 3116 4 15116 9 13116 10 114 5 1116 5 3116 25 3116 33 7113 1 118 23 318 9 v2 132 DIM ENS IONS: METRIC(mm) Model kW NOM. SIZE Pump & Motor C.W.L.L.W.L. Wt. (kg) A Al A2 A3 D D1 32 H Hl H2 11 W1 W2 TOS86C22.2-CR -61 2.2 80 435 310 125 250 260 128 1 132 1 640 1 860 1 29 595 240 59 TOS8DC23.7-CR •61 3.7 80 435 310 125 250 260 128 1 132 1 640 1 860 1 29 595 240 60 R S Pump Manufacturer: Model #: Influent Pipe Elev: Influent Pipe Diameter: Top Wet Weil: High Water Alarm Elev: Start Lag Elew Start Lead Elev: Pump OFF: Bottom of Wet Well Wet Well Diameter Design Flow: Design Head: Mi n Peak Flow: Voltage: Phase: Horsepower: RPM: Pump Discharge Diameter: Wet Well Interior Piping: PS #1 Tsurumi - C Series 8OC22.2-CR-61 11 6 18 10 9 8 6.5 4 6 152 34 16 208-230/460 3 3 3490 3 3 Pump Table PS #2 Tsurumi - C Series 80C22.2-CR-61 FT 11 IN 6 FT 18 FT 10 FT 9 FT 8 FT 6.5 FF 4 FT 6 GPM 105 FT 47 GPM 16 Molts 208-230/460 3 3 3490 IN 3 IN 3 R 3 PS #3 Tsurumi - C Series 80C22.2--CR-61 FT 11 FT IN 6 IN FT 18 FT FT 10 FT FT 9 FT FT 7.5 FF FT 6 FT FT 4 FT FT 6 FT GPM 79 GPM FT 53 FT GPM 11 GPM Volts 208-230/460 Volts 3 3 3490 IN 3 IN 1N 3 IN Note: All Wet Weil dimensions are to be confirmed with pump supplier and engineer prior to ordering. Voltage to be decided by Electrician and Pump Supplier Pumps operate weeI above minimum flow to maintain Velocity in downstream FM and to be able to operate where other pump are operating. Frank Lucius Sales Engineer Tencarva Municipal: A Division of Tencarva Machinery Corn pany 1115 Pleasant Ridge Road Greensboro, NC 2.7409 Office: (336)665-0250 x1062 Fax: (336)665-0303 Cell: (336) 312-3266 NOTES: Mi r ❑ m 1- Of LLc. 0- D I--LL F_ LLI Q 0 V) V) z Q III C!)LD Z F- Q LL z ry- Q N z Ld N O O D m mi CJ 1. SITE MUST PROVIDE PORTABLE GENERATOR CAPABLE OF OPERATING EACH PS. 2. PORTABLE GENERATOR MUST EITHER BE OWNED OR UNDER CONTRACT AND COMPATIBLE WITH EACH STATION IN THE EVENT OF A POWER OUTAGE. 3. A TRANSFER SWITCH SHOULD BE PROVIDED FOR GENERATOR CONNECTION. 4. AN AUTO -DIALER MUST BE INSTALLED WITHIN THE CONTROL PANEL THAT WILL ALERT MANAGING AUTHORITY IF POWER FAILURE OCCURS. 5. EMERGENCY CONTACT COMPANY/PERSON WITH PHONE NUMBER MUST BE ON THE CONTROL PANEL 6. AUDABLE ALARM AND VISUAL LIGHT ALARM MUST BE ON CONTROL PANEL AND FUNCTIONAL. 7. THERE ARE NO WETLANDS WITHIN PROJECT LIMITS. LINE VOLTAGE: 208/2301460 Tsomml Pump Typical Series TS32 Cowed wasaWgmuiml Use 60 deg. C Copper Schematic A PHASE: 3 GROUND L1 L2 L3 Wire only. HERTZ: 60 _ � i i Allemata i I 3 6 1 ------ GL Ll L2 L3 , I Fland{]R--FwIv � MP57 I t 2� 7 G1 J 13 14 I I ,Tao r4o � v I r I I I 120 VAC MPS2 C a F7 R sVv2 Al M2 Az 13 14 L7 L2 L3 1 L7 L2 L3 F1-1AmType Amax MPS1 IMPS2 L/J 13 TransformerConnections1 1d F3and-prra1lt10 \ [a %% 208VAC, H4&H3 230VAC, H4&H2 13 74 r 466VAC, H4&W Al CR2 --A I I � D „ FOR A FOUR SWITCH OPERATION ' R REMOVE WIRE JUMPER BETWEEN TERMINALS 6 & 8. T, T2 T1 T2 T3 1 "23 4 5 6 7 8 71 CRI l� , , 1 1 , 12 M1 L7 t2 Ls i L7 L2 L3 i i 1 i d SILENCE CR1 M2 i i I t b r54 is A, A2 T CR1 ET7 T2 T3 77 T2 T3 D b LEVEL PB1 LAG PUMP START T1 T2 T3 T1 T2 �1' F5PUMP START V , , PUMP STOP Sewage Tank Pub rnplr------ ii-------- Purnp2 F � FIELD MIRING Pump Loads 2081230/460 VAC ADJUST OVERLOAD RELAY TO ACTUAL FULL LOAD AMPS OF THE MOTOR TERMINAL BLOCK NOTES: LEGEND: DRAWN BY: B Kabunde 1. WARNING! Electrical Shock Hazard! Disconnect power before CR - Control Relay MPS - Motor Protective Switch Alderon Industries, LLC G servicing this product. A qualified service person must install and DATE, 1Z29193 service this product according to applicable electrical and plumbing PB - Push button switch M - Ma 9netic Contactor Codes. R - Red alarm light GL - Ground Lug CHECKED BY: TITLE: I 2. Instal! in accordance with National Electric Code NFPA 70Seal all - FS -Float switch G Pump Run Indicator Series TS32 boxes, fittings and conduit with appropriate sea] devices to prevent SW- Hand,U(f,Auto Switch DATE moisture and gases from entering enclosure- 1= - Fuse �. _ 3. Connect all grounds to a good ground. B- Buzzer APPROVED: SIZE: • n H4. Dashed lines represent field wiring. � ! 1 I-► 5. Branch circuit protection deviceldisconnect means field provided. DATE: SHEET: 1 of 1 I 3 4 5 6 7 8 1 9 16 0 AM. OR CIRCULAR TIC+ITENINGTORQUE IN INCH POUNDS MILL SIZE SC. REW ORNER IXTERNA-ORNE VARENCH 14 35 75 12 35 75 10 35 75 8 40 75 6 45 110 4 45 110 2 5D 15G , 5G 150 NO 50 18G 210 50 180 LU Z LLI W U O Lu U Z Q Z Z 0 0 0 To _j (D tD Z D Z 0 CD fl iZ C'4 W LU C9 L7 ~ J z U) CIO �W_LLIt- J Q N Lu a- O WLLI d- IC, 11�=0m O �.W_IU)UJ:!6 >- U I- Q >�2a M W <CD 0 ULU Q CD II II �Z 00 V x o x� in C!' a W x W � w ~ CV r i� U � G, er) (0 ozW Cy P_ 19131 /23117 DES. JST CKD. JPN DRWN. NKS DATE 2/27/24 ++CAR • k� 4z r'a n-A L 1985 v °'°sill � 144,10+t+ C4m5l