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Home My WebLink About20231340 Ver 1_More Info Received_20231221I pUE\D \ �► NOTE: ANY CONSTRUCTION CORRIDOR P(JE\� too � �pNF? PARALLEL TO STREAM OR OPEN 1\ pUE\OD WATER SHALL NOT BE CLOSER THAN 10 FEET TO THE TOP OF THE DITCH \ pUE LOD \ � \ LOD ► \ pUE \ too son"Room \pUE COp \ LO \D \50.78 pVE ZpNF2 - NNW Noun l \ \ too pUE\ LOD \ SSMH-08 J STA.: 2+62.39 \ \ x P sO.s2 _ V� `OD RIM: 51.18 0.36- SF\ �� o p \ LOp INV. 40.36' (E) pV Q \ , pNE-� \ \ UE\\ LOD INV. 40.16' (SW -OUT) SF 2+ \\- \ \ O Op \ 0� ► pUE \ LOD LO� SF\ J NG44HOLE �r - p \�Oo LO SF 5F \ E\SF� OD Lon 50.8G �/ \s r TOP OF DITCH BANK OD S F I / > 10' OFFSET pU /,/ / 50.53 10'x10' EXCAVATION AREA o p ZONE 1� �¢ �LOD LdD —�0.92 �0 TOB O j h FOR MAN HOLE c I w ,-m 51rOB \ \ UE \sp UTILIZE SILT FENCE \ m owl� �p `, 742 DURING INSTALLATION OF ' NB88ue- \ r — — — — �_� �� \ — f I GRAVITY SEWER BETWEEN a — �_ _� \ \ \ �• MHSS 06 AND MHSS 08 ____ _ _ pUE \ �',1� 50.06 ,v i \J 50.83 LOD 3F I — — — _ roe \��If roe �— ��, �2 SF x LOp 45.08 - - _ \ \ \ \ _ 0 50. o / / " SF F SF TOE2 - \ \ \ \ \ ' i � �9' \ — — — — — — — I PUE 49.8; MArcy �z \ — — — — — — ( \ I 0B' AT n \ TOP OF DITCH BANK TOP OF DITCH BANK (TYP.) �� _ \ _ \ / — — P(/c \ �CD_MAr 10' OFFSET \ ��' ` �� 50.0 O o CD Tog p _ r — —47.0 45.83 ��♦ /� CDGB2° _ r R6 // — — — — — — `OE2 T T 49.0 rn x Q � am — — uce— — �_45.9B�� \ �47.0�--#am�� 0 \ \ \ D"n/L / a°i �, - - — \.46 — - -* 4905 -- _ i I-OTOB_ --50.0 N/— —T0E2 45 62 79. i3aD? TOB am --r - --- \\48.48 roe TOP OF DITCH BANK (TYP.) = _ _ ' • � - °• � _ ` —4590 TOEBB pv m �\ I lOBVPV i \t TOE r _ 49.38 \ 1 TOB WATTLE (TYP) —48..80 TOB B _ C c: r m SF— _ V �\ UTILIZE SILT FENCE I I I I I AFTER INSTALLATION OF GRAVITY SEWER r G _ _ _ — — — pv _------ \ 510- I O _� v \ I r � ZONE \ r I "S ABSOCIATES, INC. 0 x m PROPOSED 40' UTILITY EASEMENT (BY OTHERS) N/F ACES FOR AUTISM SSMH-06 D.B. 3729 PG. 230 STA.: 0+00.00 M.B. 78 PG. 16 RIM: 52.00 M.B. 45 PG. 156 INV. 39.62' (NE) P.N. 14643 INV. 39.62' (NW) ZONE 2 PARALLEL CROSSING INV. 40.64' (E) 6134-3,630 SOFT INV. 39.52' (SW -OUT) pTIE-IN TO LOp EXISTING N/F 0- p1,(,�F,iSS-06 CHRIST COVENANT SCHOOL 0 : "'mac `"' \D.B. 3248 PG. 445 O M. B. 78 PG. 16 2Do NEUSE BUFFER PER NOTE: ANY CONSTRUCTION CORRIDOR PARALLEL TO STREAM OR OPEN WATER SHALL NOT BE CLOSER THAN 10 FEET TO THE TOP OF THE DITCH o m 0 x rn 0 x rn 82 PITT COUNTY GlS WEBSITE 1.00 _I SF \ UTILIZE SILT FENCE �\ �p ZONE 2 DURING INSTALLATION OF I SOD S U[� NG37 rfOO p F \ 0 GRAVITY SEWER BETWEEN I n I L�D\ MHSS-06 AND MHSS-08 6- dQD I - ZONE 1 1 E o - _ 7g pVCNE � � �ODpU��7L nULca I \ 1 \ I Li c �S�U� � -� )5a82- I _ �51.b 491M - �$1.46 ` '�� vac44nae -5�0- 4--GImo_ (ag 51.07 ^ 50.83 1 46.0�4�748 0 49.0 _ r�i" '•TOE 4a00 _ is es z -e5.-7OBa�s 51.20 I v - - 1oa p -_�`J ` � J l/' = 'IFA7J-`re��-� .- �` '/6T1 \\ - l="� \\ ioe 46. CLDI CY01 TOE2 �'' k�' `g � I pU -. 50.55 I 4»0-i' 50.E _r ram _ 45 6 TOP OF DITCH BANK (TYP.)I EXISTING LO ° DTV'S1ON LINE g DI �, �• ysaa. � _47�4 'Qz SSMH-07 - OL01 -4a6r z4ssgl I RIM. 52. 00' a01 L45. I 1 INV, 41.50' (NE) E 1 PARALL e INV. 42.00' (E) 6B3 3,690 SO 13 WATTLE TYP I I I INV. 47.18' (W-OUT) D1 (TYP) TOP OF DITCH BANK (TYP.) roe I N L 5" PVC CUT AND SARAH A. CULVER 01 REPAIR D.B. 3632 PG. 244 D2 ASPHALT P.N. 58564 DRIVE AS NECESSARY EXISTING PROPOSED `2J SSMH-1670 8N6" TEE, DI y u PROPOSED I 8" VALVE PROPOSED - 8" 22.5° BEND, DI � 1 EXISTING WINTERVILLE G5 W ' CROSSING PUMP STATION CAP AND ABANDON 551� '4 FOLLOWING COMMISTO BE SNEDION L� 0 �0 /� p _ EXISTING 8" PVC GR 1J� 6 / O� OD I OF NEW GRAVITY SEWER 15" CPP INV 50.32 NRS G� 9 PG/S QO^ I� ^ OUTFACE 50,99 W I EXISTING 51.36E Mg• /'� 00 SSMH-07-10186 ro 51. "• 39 55 s 00 Q N/F RIM: 51.03 6 ITOB J O _ G / NEUSE BUFFER PER -12.24 P / AL VA WAYNE WORTHINGTON AND INV 42.86' (SE) rn 522 0 1TO $ / 0 12 SAW CUT AND I PITT COUNTY CIS W£BSITE GM C TCR \ V I �_ LOIS D. WORTHINGTON HEIRS INV. 4286' (N) \ Eca = S/ 00 D2 REPLACE CURB (TYP) ESTATE FILE 2012E PG. 847 INV. 42,71' (E-OUT)(PROPOSED) c9 t1 eZ / .� I INV. 42.71' (SW-OUT)(ABANDON) O � � I D.B. R 33 PG. 386 D.B. 1558 PG, 508 PUMP STATION EASEMENT" * 51 INSTALL PROPOSED 8" PVC WATER MAIN A MINIMUM TIE-IN TO EXISTING MH 51' EC .0 O OF 18" ABOVE GRAVITY SEWER IN ALL LOCATIONS 14494 M.B. 12 PG. 54 N/F f ` oa 1 P.N. 25758 RKS BUILDERS, INC 51 a TOY O I Z m I 25 LF PROPOSED 18" STEEL CASING D.B. 685 PG. 758 NG 7 WHERE A 1O' LATERAL SEPARATION IS I U g I INSTALLED BY OPEN CUT M.B. 49 PG. 106 .30 5 ¢' 0.5 4- PVC INV 50.92 UNACHIEVABLE. I m I 51.0 00 15" CPP INV 49.60 I Z I _ - 5G. jo" PVC ° ^ �ssMH-12 09 PROPOSED 0 13 TEMPORARY ROCK NG 7 D1 6 GATE VALVE 05 $7'03 STA.: 8+68.99 I o I D2 SILT CHECK DAM (TYP) Nc 21 / NO RIM: 50.10 `2f I V I I _ _ O^ E yN' INV. 42.47' (W) II I INSTALL PROPOSED 8" PVC WATER MAIN A MINIMUM EROSIO �_� �s1.az 4iINV. 42.36' (SE -OUT) I OF 12" BELOW EXISTING 15" PVC STORM PIPE ¢Soo \NO N CENTER ONE JOINT 20 LF OF WATER MAIN ON STORM PIPE 10' T.O.W PERMANENT UTILITY EA �� PROPOSED I (D.B. 3361 PG. 14 & D.B. 3361 PG. 3) � ¢8 I O3 SILT FENCE OUTLET TOP OF DITCH BANK (TYR) � -.46-0 � �/� „ ��0 .0 'O 20 LF 8" DIP WATER LINE I M EX. II AIL IN POLE 6#3101)I UNK UNDERGROUND UTILITY D1 (TYP) -� -4s-per �G ' \� CENTERED AT MANHOLE N/F �� °Q �s�°„,.. CAP AND ABANDON RBS RENTALS, LLC EL. 53.87 (NAND 8) 5024 gY' / T0B EXISTING 8" ABS D.B. 2839 PG. 609 I I� I I EXISTING �\ \/ 21 _ P.N. 58563 TOP 49.07" I ` SSMH-07-10208 56 5043 50 /� 5115 " I RIM: 52.56 so.a1 oe 4 G i O �510 MG- TOP OF 1 I PROPOSED 8" PVC, WATER LINE INSTALLED INV. 43.54' (S) cx0 B e �� 50.39 6 3 i _ DITCH BANK (TYP.) I EXISTING DI INV. 43.52' (NW -OUT) 15' PVC s0.0 WITH A MINIMUM OF 30" OF COVER /N s0.59 • 49.75 5669 PROPOSED _ . R � I RIM: 52.72 �8.'%� INV. 48.40' (E) (TO BE ABANDONED) of NG NO 00 50.66 NG NO VERTICAL 45° 572T I I INV 48.25' (W-OUT)1 Toe° ,/ 50.67 + `Sa BEND, DI B I c 10 1 11 / 50'3� 4� Nc PROPOSED ` -0,�� =T B I 1 I I I I I 04 SILT FENCE (TYP) 91 c 507Pc 5 '� "G 8" 22.5° BEND,'b -460._ _ I PROPOSED 1 0 D1 - .Too ' - _ "c NO EXCELSIOR MATTING (TYP) * 96a�se 0E5 I 68 LF 18" STEEL CASING i' 50.79 PT D1 D2 W Nc 4s.z 5 ds.aa S03a PROPOSED VERTICAL 03 49. �� R , 51. cF s0 se S 15" PVC Wv 48.49 51.0 D1 -SF GB 50.6N O50.D TO E I �' • 518! '90.73 X NO / . (TO' , BENDS, �., D3 I 1[87 1 * 50.6j i 7 x 50.10 J O sa3�6a 1' \ ErPrE I 5 71 1 5E I 1 TOP 49.43 INSTALL PROPOSED 18" STEEL in'• % NO �� 507 w Nc �5�1 5tr7� so.63 s0.e °7 c x st.zs _ FM _ UTILIZE SILT FENCE C ce c d sz4 0 PT 1 EP pr c v ZONE NG NO Nc� W.s1 I EX 8" PVC FORCE MAIN III - 10 a \V\ NO � 1 I I BEYOND AND 18" BELOW E..,STiivG 8" FORCE MAIN w G S 0 � TOB 50.77 �FM� 1 I *-5015 AFTER INSTALLATION 5 8 � \ - 53. 5 I � •TOE ' � \ _ 52� 0 _ "c c � * 50.6a _ B o � FM _ _ _ OF GRAVITY SEWER ZONE O O II\�N (G* 52.o ` NO 4` `[�� 0.95 NO I ��48' x NO Q 1 50.25 / 52 f 3 •. / .82 / 50.26 -80 y �1 0 1 51.4a �/ NO S x "G 50 48 /-� 51 N 9.02 TOE'E %�- ' PIPE INLET PROTECTION 07 ROCK INLET 43 5153 5 NG x n I1 \\ SK NO 51.27 QQ1- - i 50.5 NO 66 / OO QNE SEDIMEMT TRAP (TYP) 1 v SK - 51. 4 Nc// � 50.56 a - oo-✓OpG * 50.91 reSTONE (TYP) / 50.71 SNGx 50.2.0 1 1 1 W �. i. 1 50.33 k / x 5G NG I r � 11 \. 0 1 y l l � TOP 47 4/ �`$ / � ncf Ns 0 _ G 4 95' PlT SSMH-08 ," STA.: 2+62.39 1 I-1 RIM: 51.18 D INV. 40.36' (E) m I INV. 40.16' (SW -OUT) 0 i IC II ZONE 1 0 LO 1 rn 1 I 1 I 1 n 1 ZONE x 5� 68 / AI I Imll Sao � T COUNTY DRA/NAGS D/STRICT ZONE _ _ I FORK SWAMP LATERAL f26 EASEMENT ZONE 2 PERPENDICULAR 2 p C_ I _ - (30' WEST AND 60' EAST OF CANAL) CROSSING 6B2-840 SOFT rn x UGE - - SSMH-09 N/F CHRIST COVENANT SCHOOL D.B. 2545 PG, 572 M.B. 18 PG, 10 P.N. 14133 LIMITS OF DISTURBANCE IS DRAWN 2' OFF LINE "A" LINE "A" REPRESENTS LINE TO BE USED FOR STAKING PROPERTY LINES, TCE, PUE, R/W AND THE LINE FOR AREA CALCULATIONS. SILT FENCE SEE PLAN LAYOUTS AND LEGEND TO IS DRAWN 2' OFF LINE "A" DETERMINE LINE "A" REPRESENTATIONS. NOTE: THESE LINES ARE OFFSET ON THE PLOTTED DRAWINGS FOR ILLUSTRATION PURPOSES ONLY. SILT FENCE SHALL BE INSTALLED AT OR JUST INSIDE LINE "A" IN THE FIELD, AND DISTURBANCE SHALL NOT EXTEND BEYOND THAT LINE 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 STA.: 3+42.39 RIM: 52.56 r INV. 40.72' (N) 5" PVC r" INV. 40.52' (W-OUT) o C TBM ) TOP OF FHYD � LOD 5 EL. 56.60 (NAVD882O' x 40' ADRIVE SPHAL T 10" GATE VALVE BORE PIT I 8" PVC ZONE 2 PARALLEL CROSSING (TO BE ABANDONED 6B2-510 SOFT D2 TIE-IN TO EXISTING �BY OTHERS) 10" WATER LINE GPS-1 (1) \ 20' T.O.W. PERMANENT U77LITY L(X' 1�51 71 N9cc 1 l 0s I Ou , s1,as O.79 x �� 'S � SS Nc 5, ,�0 s 5TOB B - c N0 ONE 1 0O1 / `• Z - s1.1s xa STA.: +93.12 W _X` '� s37s 0n.� roe 0y3 °`5% _ /p01 - - RIM: 51.03 INV. 41.84' (NW) ° 4+00 47 6 _ 20'x 50.32 =1 / NX - INV. 41.64' (S-OUT) Nc - n� \ BORE j �083 NOL NO o ? 491f PIT k 00.63/ Z LIMITS OF TEMPORARY CONSTRUCTION 0 / N NE 2 38 " 50.6 06:; ii� x 50.59 - DISTURBANCE EASEMENT �ID '' T 0 50.54 / - (TYP) NEUSE BUFFER PER EX GAS - sw ar 5 -1 - - 05' PITT COUNTY DRAINAGE DISTRICT PITT COUNTY GIS WEBS/7E FORK SWAMP LATERAL 426 EASEMENT \ D (30' WEST AND 75' EAST OF j CANAL) EXISTING MAINTAINED EASEMENT 30'TO.W. UT/LITYEASEMENT 40 O 1 1 L (D.B. 2039 PG. 438 & M.B. 64 PG. 160) CUT AND \ TOP OF DITCH SSMH-10 CONTRACTOR TO SEGREGATE REPAIR BANK (AP.) STA.: 4+73.68 SOIL IN TO SEPERATE PILES ESMT. (D.B. 3374 PG. 542) EXISTING / SSMH-07-10209 1NV 44.95' (SE) INV. 44.90' (N-OUT) RIM., 53.70 (TO BE ABANDONED) INSTALL PROPOSED 8" PVC, WATER LINE 12" BELOW EXISTING 24" CMP STORM PIPE AND EXISTING GAS UTILITY IBM TOP OF FHYD (#9) EL. 56.29 (NAVD88) f0 ASPHALT 1 51,40RIM: 51.04 `E 1 I DRIVE AS 1 \ INV. 41.19' (N) 1 NECESSARY \ 1 1 INN. 40.99' (S OUT) PROPOSED \1 11 1 11 100 LF 30" STEEL CASING 24' CUP INV. 5a 74 1 1 1 11 I \ 1 1 EX157ING FORCE MAIN `I \ 1 ► ` 1 1 \1 I 1 \ 1 1 11 II 1 ; 11 \1` N/F ALVA WAYNE WORTHINGTON AND LOIS D. WORTHINGTON HEIRS ESTATE FILE 2012E PG. 847 6' D.B. R 33 PG 386 D.B. 1558 PG. 508 M.B. 12 PG. 54 P.N. 25758 3' 1.5' 30' 0 15' 30' NOTE: ALL UTILITY LOCATIONS AND DEPTHS 0 ARE APPROXIMATE. HORZ. SCALE 1 inch = 30 ft VERT. SCALE 1 inch = 3 ft _ v 00 o Z ) J F-'^ � vJ � Q z � � U � U U) U U) OD ° I w m v L Cr) cc ti N 0 U co U Z r U) N cn = U-) > I� W C: � N I� Q� LD � � N 1 �� .�`��N EAL�9l' 22987 1111111111100 REVISIONS: PIPE LEGEND z O C-900 PVC U RJPVC Q DIP RJDIP CASING 0 FUSED PVC z O Z HDPE (v RESTRAINED JOINT 40 LF MIN. EACH (v SIDE OF HORIZONTAL OR VERTICAL 7 J U _ FITTINGS OR VALVES C NOTES: O h Q �J� 1. SEE SHEETG6 FOR SURVEY CONTROL. C) SSMH-08 SSMH-09 SSMH-10 SSMH-11 SSMH-12 m RIM: 51.18 + INV. 40.36' (E) cQ0 m RIM: 52.56 N INV. 40.72' (N) It 00 r> N RIM: 51.03 INN. 41.84' (NW) rn CD RIM: 51.04 INN. 41.19' (N) RIM: 50.10 INV. 42.47' (W) + INN. 40.16' SW -OUT a ( ) +INV. 40.52' (W-OUT �� ) + INV. 40.99' (S OUT) INV. 41.64' (S OUT) ro+ INN. 42.36' (SE OUT ) Cf) Cf) 29.6' WORTHINGTON RD EXISTING SURFACE NOTE: CONTRACTOR TO PROTECT / \ 20'X40' I 10, F \ \ EXISTING DURING FORCE MAIN CROSSING BORE PIT WATER, NV STA: 4+0223 MINIMUM 3' MIN. \ i0 10" WATER CMP SS I INV.-49 GAS PIPE J /NV.• 48.98 I I I I I I INV. 49 EX/STING 8" FORCE MAIN I STA:4+36.86 EXISTING 8" ABS SS EXISTING I INV.• 47 I 44.714 8" FORCE MAIN INV-47 PROPOSED PROPOSED 8" PVC IN 18" STEEL CASING 8" PVC WATER LINE ` 6 LF PROPOSED (8" PVC INV: 45.5) 10" PVC I 2 @ 2.50% REMOVE STUB -OUT AND & MIN. I TIE-IN TO MANHOLE BO I I F_ - - 11 ZZ 172 LF PROPOSED 10" PVC - @ 0.30% Ex 15" PVC 215 LF PROPOSED 15" PVC 127 LF PROPOSED 15" PVC 25 LF PROPOSED VII-A @ 0.21 EXISTING 76 LF PROPOSED @ 15" PVC 0.20% - - -10 @ 0.21% 18" STEEL CASING INSTALL BY OPEN CUT SSMH-07-10186 A.: +79 RIM: 51.03 L - - - - - 258 LF PROPOSED 15" PVC @ 0.21 06 -INV 42.86' (SE) INV. 42.86' (N) D2 D2 lNv. 42.71' (E-our) (PROPOSED) INV. 42.71' (SW -our) (ABANDON) EXISTING 100 LF PROPOSED SSMH-06 INSTALL BY 30" STEEL CASING JACK AND BORE RIM: 52.00 INV. 39.62' (NE) INV. 39.62' (/VM INV. 40.64' (E) INV. 39.52' (SW -OUT) uu J 59 Ca � 58 Lu ui 57 56 L LL Z N 55 O 54 Q O 52 CL � Z 51 LLui 50 0 J a 49 cc 48 47 En W 46 Cc 45 j Z 44 43 h U)rr^^ h 42 DATE: 41 FEBRUARY 28, 2023 40 DESIGNED BY: SMR DRAWN BY: RHW 39 CHECKED BY: MBH 38 PROJECT No. 2020068 37 DRAWING No. W-3933 SCALE: AS NOTED 36 SHEET No. -0+25 0+00 +25 +50 +75 1+00 +25 +50 +75 2+00 +25 +50 +75 3+00 +25 +50 +75 4+00 +25 +50 +75 5+00 +25 +50 +75 6+00 +25 +50 +75 7+00 +25 +50 +75 8+00 +25 +50 +75 9+00 C08 GRAVITY - WORTHINGTON (-0+25 - 9+00) Not Released for Construction - F 0 AQ1 D nIM E H &