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HomeMy WebLinkAbout20221617 Ver 1_16 - Wetlands interconnection pipes- C-821_20230301o 0 'II i i i, -A W N N �p W 0 0 O ' W 0 N 15 0 O N� �-A i 1 i lii�� II I i 0 �� O 0O CID�N mU1 II / MERLEO/V G CREECH l o PW 261400-72-6902 _t DB 4202, PG 141 Z ' coi ii iii 17 O i `7Nls '/00 '\gin 1' (0 I, WEVND ARF� 4,31 AC � 0377b 15 EX 6 p 1 SF OR 4 998 AC (553� NIr + �f01 NlF ( 236 7 SF pR 3dld JNISbO, M `r° 1 o PEGGY PEED//V STARL//l/G 217,7Z IN �733 s ,s 17" z 0 Nlw) ; v ' --- TO REMA ; I I +do�d / // w P/N.261400-72-6895 Nlb iy31bM �` I I PG A /IA 00 PT= 1f 4+31.50 z i i / / _I �� cjoad 1 11.24 i RC: 14+43.67 0NO(13Sb PC 13+ 3d 3 ram' � + \\ 0-IA�IIN la 1 1 I l m 31 Id)�gdcJ OZ/O 1 b iii i i ii I z O � c' �31 „9x ; ! RC 2+9 + .I + A 9X,.ZI -load LC: 14+80.17 , NIJI13O3� ZX, S i iii lili ^1 d am* . o v / 0 69 ' o PI= 14+81.1 I "IQ LLOD 1 2 1j1 E I It i i ���i .� ✓ \ LOD ,ems --� 13+5000 D=027. 14+ Z2 o PROP FES STM INV 166.91 (18") 0 LOD LOD 13+ 0.00 ® .260, R=2 j000 o +12+ 0�0 W� 1Z1 W� W 4+ i i I0.00 W� Wd STM W/ NlbWi�iil Ii STM 1l0 �� 11+ 0.00 1 �- s + 1S+ 10. / c/ 10. X31bd' �N iZ Z/}Ilin�----- - -- ::168=='' i ii � + 0 � � 171 _ - I °+" ■ ____� ... _ INS „w � l 1 l ti l N HO * ��, ' � STM 170 169 169 Ho H �+� ��' I 10 ` 68 _-� 60, RIGHT-OF- � a I� o o P NIb Nlo�'�q ARC 4!�1 AC 6004 m 236 64.9�� AC dOZ/d 7 7b/13Sb373y l0 REMAIN it i i i i i 1 1)Ob/1 'do&d '0 q l l ii li i C STM I (m m10 �N o N OJI co W -AOZ to, AC _1\ W-A W N N -p -A �p N0 W 00 N C (l 'C C) ii { I iii i � o rol 00� 1)�N01103NN00 T r O 70 ';3 -A N � CO iii I iii it 1N X3A7b4//11 0 � 0 ,O co - mU1 (NOIlV,, H3�113 "doad -t W T r, 31 ddb �CnO�/3 �mN y b2lbd3 ^ O n 1Sb v O r S3 SZ13pN Z���NN 1 Nod p C� ��� � ( ONbNaI�,,. N � � � 00 - iii i ;-� 0Nb ZI b0 ONf!)10 �03 '� t C) -G I iii i I Op O dOZ/d 8 dO&d C� � � � Z Z � �� y � � O 1� 0 i O iii ii1 tim00��0�'Ya Apo ~ \ nOaZ n L LU LL 0 o_ o5 z J o_ n m We 1:1 SLOF LIk EX. 16" WATI MF PROP. 12" TAP CONNECT AT EX.16" WATER M PROP. 6" FORCE M/ DATUM ELE\i 160.00 (M O i N r f N c IL _ PROP CURB INLET' - RIM 172.25-- INV IN 166.98 (18") INV OUT 166.98 (18") PROP CURB INLET \RIM 172.24 \ I d'q)N0110 �'347 �N00 INV IN 167.11 (18") ON38o1 INV OUT 167.11 (18") Nbd10..9 2i0gH3�13,d0 --- PROP FES_-_ �, INV 167.22 (18") 1'� 3dld ON/ S3N)f011-L( 77 �`, 7331S„ „88l.0NI4) NI I i � M y) 0-)HIGH II �}�pIT II I- cy) HIGH O T L= 173.27 Y p S Tgc7l 1 r55+26.58 w 15*�6.72 ri Q p m b HIGH POINT EL V= 171.26 1 0.67 0 HIGH POINT ST = 11+50.� N LOW POINT ELE = 170.75 Ko190 w Lu C PVI ELEV = 71.54 Lu PVI STA = 12 3.57 EX. ROW A.D. _ -2. 8% � w PVI ELEV = 170.55 LINE K = 40.00 C7 w A.D. = 2.0 % PROPOSED 20' OFFSET GRADE 91.27' C K = 40.0 (AT INSIDE EDGE OF BOARDWALK) � cc 79.83' V PROPOSE 25' OFFSET GRADE o US HWY 70 ALT PROP. ROW F (AT OUTSIDE EDGE OF BOARDWALK) M Lc)O O U m OLf) + + o � o � o h LULU N PROPOSED GRADE Cfl O O N U U ULU II O > m m W W m W W II Y Wow w -1.00% 0% 2.0 ° %-1.331° J 1.28% o j M o I w C) aa-C:7 ri z O 0 E I ------------------ EX/ST/NO 6840E o ---- N -- - - - -� -_"- - �- --- - -- - - / E I I ' 18" RCP - �� r n ---- -- PROP. 6" FIRE 1 I CULVERT o �, ° HYDRANT 18" RCP I/1 I VI N iS 0.00% CONNECTION MI :R I MIN 18" ° 3361° 250% CL IN I CLEARANCE 0.00% 0 0 ON AIN I PROP. 12" PVC C900 PROP ±641_F 18" STEEL CASING PIPE I WATER MAIN (MIN 0.250" WALL THICKNESS) SIN ' I ROP. 6" PVC C-900 (GREEN IN PROP. 6" FIRE HYDRANT COLOR) FORCE MAIN PROP ±641_1= 12" STEEL CONNECTION. FIRE CASING PIPE (MIN 0.188" MIN 18" PROP. 12" TEE CONNECTION HYDRANT TO SERVE AS AN WALL THICKNESS) CLEARANCE TO WATER METER AIR RELEASE VALVE CO V O CN M O V CO O CO 0-) O CDCO N N CD N � 0-) O � 1 O LO O � W O CO ODO CO W _ N CO ODO N N Lc) W N O_ M N M M M CO co N 10+50 HIM 11+50 12+00 12+50 13+00 13+50 14+00 PRO V/DENCEBL VD. TO US70A PROF/LE SCALE: 1 "= 40' HORIZONTAL 1"= 4' VERTICAL 14+50 15+00 170 J 24" ARANCE 15+50 16+00 DRAWING LEGEND <<< LINE -170- CONTOUR 190 ------------- 169------------ LINE 187 TC 516.4 SPOT TC 516.00 TC 516.00 MATCH EX OR 516..4 ELEVATIONS BC 515.55 518.02±) NOTE: PROVIDENCE BLVD. PROP. POSTED SPEED: 25 MPH DESIGN SPEED: 30 MPH MIN. "K' IN SAG: 37 MIN. "K' IN CREST: 19 J J W L) Z MJZ R W W Z_ 0 W ir W J m 0 Z W W W U) z �� W C� z 5 z W 2 W C 0 12� - Z W W U)i W Z�C9�O12�(n � w Q 2 W E>ZUWcnZO (>) <"z_ Q O 0 < � z ~ � 0 Z U ~ 0 J 9 N N fY Q � z U) 0- U) Z > J 0 W U) REVISIONS om 0 ZN wa o� o. o REV DATE COMMENT DRAWN BY CHECKED BY 2 12/31/20 BID SET CB WB 3 1/15/21 MISC REVISIONS CB WB 4 2/19/21 ADDENDUM#2 CB CY 5 12/3/21 NCDOT COMMENTS CB CY 6 1/26/22 MISC. REVISIONS CB CY 7 3/30/22 NCDOT COMMENTS CB CY 8 6/17/22 PLAN REVISIONS CB CY 9 7/6/22 PROVIDENCE BLVD CB PROFILES UPDATES CY 10 8/16/22 NCDOT COMMENTS CB CY Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION 40 20 10 0 40 THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. 1 "= 40' PROJECT No.: NCR172120 DRAWN BY: CB CHECKED BY: WLB DATE: 8/28/2020 CAD I.D.: PROJECT: PROPOSED CONSTRUCTION DOCUMENTS - PROVIDENCE BLVD. FOR �1 EAS-TRELD PROPOSED DEVELOPMENT 101 US HIGHWAY 70- A E SELMA, NC 27576 JOHNSTON COUNTY BOHLER# BOHLER ENGINEERING NC, PLLC NCBELS P-1132 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NC 27612 Phone: (919) 578-9000 NC@)3ohlerEng.com CARO''�,;; o.� °°FESs /o° 4 EAL 485 ° 8116122 SHEET TITLE: PROVIDENCE BLVD. TO US 70A PLAN & PROFILE SHEET NUMBER: C-821 REVISION 10 - 8/16/22