Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
SW8931114_APPROVED PLANS_19940309
STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW8 DOC TYPE ❑ CURRENT PERMIT ® APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE \c� o� 03 0�l YYYYMMDD EXISTING P.K. NAIL q N.C.S.R. 1518 N 23'18'21" W 32.f 9' EARL PITTMAN D.B. 851, PG. 426 EXISTING — 20' PAVEMENT S 73.05'11" W 1168.12' LISTON T. YOPP D.B. 208 PG. 260 — 203.00 16� •`j1 o, I rn CD 2 J 150.04' L=5.16' a 3 0 o c �I 150.00' b 0 a bl 0 m O rn 150.00, I 0 0 5 0 oI � rn a � 150.00, 0 6 of 0 0 a < °Irn 150.00' 0 7 Clo O � a rn � 150.00' o o O O � 8 a N r O L=23.38' 751.77' o O 0 0I ^� � N ^IN tet,g4. 10 OIL �� I c� s 129.4�� I Pf O N � i 11 o) a �I \. 6-72' JONES/ONSLOW EMC D.B. 786. PG. 346 LISTON T. YOPP D.B. 212, PG. 193 D.B. 158 PG. 443 SHEET 1 OF FIELD BOOK: DISK NAME: ACAD 137A FILENAME: WV-GEN.DWG JOB NO.: C930710—F1478 TRACT DATA Total Acreage Number of Lots Smallest Lot Size Minimum Lot Size Acreage In open spaces or other land uses L.F. of streets Existing land use Water Sewer 23,53 Acres 54 12,000 sf 8,000 sf 0 2,893 if Undeveloped ❑nslow County North Topsail Water & Sewer Corp. NOTES 1, All easements to be 20' Drainage & Utility unless otherwise noted. 2. All streets to be public. 3, Minimum Building Line Setback; Front 25' Back 20' Side Yard 8' Side Street 15' 4. Street signs to be provided by owner. 5, This Preliminary Plat is being signed and sealed to satisfy the requirements of the ❑nstow County C„hnlivision Regulations only and is not Intended to y that an actual survey has been performed. \J t ru < 4, LEGEND, a�"yk•�xQ�.' o = STREET SIGN „ ,,,ao' S.T. = 10' X 70' SIGHT TRIANGLE ix O'= CURVE NUMBER 138 = LOT NUMBER CENTERLINE CURVE DATA CURVE 1 CURVE 2 ,, = 68014149' o = 89"53'35' R = 230,0' R = 230,0' T = 155,86' T = 229,57' L = 273.96' L = 360.85' LC = 258.05' LC = 324.97' N 72*47125' W N 28'08'23' E CURVE 3 CURVE 4 o = 33'05'17' o = 33'05'17' R = 300.0' R = 250.0' T = 89. 1 1 ' T = 74.261 L LC = i73.25' = 170,85' L = 144.37' LC = 142,38' N 33"21'32' W N 56*38'57' W U JAN 1 1 1994 PRINTED ��G���� D. E M PARKER && 7SStOCIF.TES INC CONSULT! :d Ci EN---E 3S LAND SURVEYORS LAND PLANNERS P. O. BOX 976 JACKSONVILLE INC 28541.0976 PRELIMINARY PLAT W IYZ�WOOV VIU-Aae STUMP SOUND TWP., ONSLOW CO., N. CAROLINA OWNER: WHITEWOOD ENTERPRISES ATLANTA. GEORGIA 10 DATE: 11-17-93 0 30 60 120 180 SCALE: 1„ = 60' FEET Parker & Associates, ulInc. $��,, Consulting Engineers - Land Suae Surveyors - Land Planas P.O. Box 979 - JaeksosvWe, North Carolina- 26541-0976 B J T Phoue (919) 455-2414 - FaX (919) 455-S441 e / JONES/ONSLOW EMC D.B. 786, PG. 346 INV. OUT \ 30.7 INV. IN �0 30.53 0 O 33 TEMPORARY CONSTRUCTION ENTRANCE (SEE DETAIL) EXIST. INV. OUT_Y 29.18 ... \ O GP .. Cj 00 10 33 1 1 O � O / EXIST. INV. IN 33. O �O\ CCO 31.5 33,6 x 31:5 f` EXISTING 31 -/ 20' PAVEMENT / 4g / 5 C" �... 0 318 ,32. 45 LISTON T. YOPP / OA I v ® D.B. 212 PG. 193 ®ool 0 48 �...� O 1 33 O D.B. 158, PG. 438 DRAINAGE DATA Pipe Area Q10 Q25 Dia: Grade Length U10 Outlet (acres) (cfs) (cfs) (inches) <%) (ft.) Velocity (fps) A 2.4 6.8 18 0,45 58 RCP 4.5 B 1.68 5.4 18 0,40 48 RCP 4.1 C 6.85 L5.9 22.1 30 0.40 36 RCP 5.8 D 2.04 6.6 18 0.40 48 RCP 4.3 E 3.2 10,3 2-18 0.30 58 RCP 3.6 Q = CIA C = 0.4 Tc = 5 Min. I10 = 7,17 inches/hour i25 = 8.06 inches/hour Control Velocity = 3.5 fps Tc = 10 Min,(pipe 'A' only) i10 = 6.26 Inches/hour i25 = 7.08 inches/hour RCP = Reinforced Concrete Pipe General Notes 1. Entire Development area is wooded, 2. Entire right-of-way to be graded, 3. All culverts under street to be reinforced concrete per North Carolina Department of Transportation specifications, unless otherwise approved by the Engineer, 4. A minimum sight distance of 10' x 70' shall be maintained along the right-of-way of all internal intersections. 5. 20 foot radii at right-of-way intersections, 30 foot radii at edge of pavement intersections. 6. Sediment control devices and structures shall be INV. OUT / -O.P O o ® 2 I nsta I. I. ed, ma I nta I neat an at amended as needed to prov I de 30.80 ugh v 26 effective control of accelerated sedimentation until the �27 47 contributing watersheds are stabilized. INV. / o °� rod ( 42 7. Upon completion of any phase of construction or Q0 ,�� o i1C4 ��G�l development, a protect Ive ground cover wIll be provided �Qk PGF o o 6j G aSO��P 32.2 wETI DS R sufficient to restrain accelerated erosion within thirty 31.8 SWA_E ON (30) working days. ,i6 0 00 25 Q°R G� 0 O 8. All materials and pract I ces to meet North Carolina ,SPS Department of Transportation standards. SITE 9, For other detailed construction notes, see plan and prof I les. 33..:": 34 33.7 10. For additional information see Erosion and Sedimentation `',��I ST #a 8.3 CY Control Narrative Report. �. 33 3132...24...3a........ /. fF _y_. j 28 35 36 Qm 18' CP. �v �x / CD 33 34 o�Q 31.1 LEGEND 30.2 �p�� o°I° + I F3-4.-41 x = PROPOSED ELEVATION .59 330 29 / \®° / 40 ' I �... _ _3 33 �-= DITCHING SPOT ELEVATION 31._6 \ 31.3 \ 23 - CONTOUREXISTING 33.3 l / EXISnNG 364W PROPOSED ROCK CHECK DAM 32,0 / DITCH 29.4 ST #6 ° 12 O(D PROPOSED SEDIMENT TRAP (CUBIC YARDS) O ® = RIP RAP SCOUR PAD 3. = FLOW ARROWS 32 = WODDSLINE \ I � O ST #11 4.7 CY - 2 ST #5 3 , 32 V i 33 18 ST #10 - ST #8 2�' 11.7 CY �� 4.7 CY 2.0 CY INV. IN �3- 28.54 , NOTE: 22 \ MAf UCtf51''WAY -- \ + + 21.0 CY / ' .+ f 29 29 ^� FOR DESIGN CALCULATIONS OF DITCH SECTIONS \. INV. OUT ST #6 INV. IN / INV. IN �29 0 �,� .5O 10 A -A, B-B AND C-C, SEE THE EROSION AND C SEDIMENTATION CONTROL NARRATIVE. �9.2 RIP RAP O O `` 01,01-94 \ L r7O �Z� vY. ST #12 = _ y SCOUR PAD 2.3 CY I ... i � -- -- ._ .33.... 32 .I D + ��o x 32,0 x 32.43 ao „CI' 33.0 ��/PP PO . + R EARL PITTMAN __ NV. OUT RO '�0N GENERAL GRADING, DRAINAGE, E ", & D.B. 851. PG. 426 WETLANDS © 2910 3.1 SEDIMENTATION CONTROL PLAN ST #7 21 ST #9 z INV. OUT 9.7 CY 29J 28 ��///�/� ",/.yr! J///� 13.7 CY O 28.40 13 I ►/ I/I I/ ,� /O�/� � //!//// O RIP RAP 11 V III/ V G o ® SCOUR PAD " .32 32. STUMP SOUND TWP., ONSLOW CO., N. CAROLINA 20 19 18 17 16 I14 1 12 ................. ........' OWNER: ... 32 32. .33WHITEWOOD ENTERPRISES .... .... .... ... . : ,,.. ................. . 31 . ..32.33 .......30.................... A A TA .. R:I.... GEORG A "31 ITCH 27 5 ......................................... .::..:::::.".: , .....:: :::: 31.......................................................31.............. ........... 32...... ...........32. .. ... .. .. ... 33 ... .. .... .. �.... 33:..... SHEET 2 OF 10 DATE: 11-17-93 EXISTING EXISTING L EXISTING EXISTING EXISTING 29 28 28 29 0 30 60 120 180 DITCH 30.1 ICL DITCH 32.6 DITCH 29.6 DITCH 30.0 CE DITCH 27.5 30 31 32) LINE DITCH INTERSECTION SCALE: 1" = 60' FEET LISTON T. YOPP WITH 30 S.Y. 6- DIA. RIP RAP FIELD BOOK: WHITEWOOD VILLAGE, PGS. 12-19, 21-22 D.B. 208, Pc. 280 DISK NAME: ACAD 137A Parker & Associates, Inc. �,�+ng aonb� FILENAME: WV-GEN.DWG Consulting Engineers - Land Surveyors - Land Planners P.O. Box 976 - Jacksonville, North Carolina - 28541-0976 REV. 01-07-94 BJT REV. PIPE °E*, ADD DITCH SECTIONS. VELOCITIES AND S.T. C.Y. SIZES. TMS JOB NO.: C930710-F1478 BJT Phone (919) 455-2414 - Fax (919) 455-3441 1 EARL PI D.B. 851, LISTON T. YOPP D.B. 208, PG. 260 PAP IES/ONSLOW EMC 3. 786, PG. 346 LISTON T. YOPP D.B. 212, PG. 193 D.B. 158, PG. 438 SHEET 3 OF 10 FIELD BOOK: DISK NAME: ACAD 137A FILENAME: WV-GEN.DWG JOB NO.: C930710-F1478 Water & Sewer Notes; 1. Potable water supply to be by County of Onslow. 2, Sewage treatment to be by North Topsail Water and Sewer Corporation, 3. Locations of existing water and sewer mains are approximate and shall be verified by contractor prior to construction, 4. All proposed sewer mains to be 8-inch. Services to be 4-inch Sch. 40 P.V.C. 5. All water mains to be P,V,C. ASTM D-2241, ASTM D-1784, ASTM D-1869, 200 P.S.I. pressure rating. 6. Fire hydrants to be Mueller Centurion model A421 or approved equal. 7. Water mains shall be buried with minimum of 30-inches cover, unless otherwise noted. 8. Water mains shall be at least 18 inches above or 10 feet horizontally from sewer mains, or be of ferrous material. 9. Contractor to lay water mains at extra depth to avoid conflicts with storm drainage or other facilities. 10. Contractors shall notify the certifying Engineer and the ❑nslow County Water Department at least 48 hours prior to commencing any work, inspections, sampling, and pressure tests. 11. Chlorination and pressure tests are required in the presence of the certifying Engineer and the ❑nstow County Water Department. 12. Contractor shall furnish negative bacterial analysis results and 24 hour chlorine residual results to the Certifying Engineer. 13, Contractor shall maintain comprehensive (depth and horizontal locations) fleld 'As Builts' for all installations and submit them to the Certifying Engineer and the ❑nslow County Water Department. 14. All units have individual sewer services installed by the contractor. Water services are not to be Installed, by the contractor. The Onslow County Water Department will install them at a later date on an 'as -needed' basis, 15. For other detailed construction notes, see plan and profiles, and specifications. 16, All installation materials and practices shalt meet the County of ❑nslow specifications. 17. All above ground utilities which are to remain inside the right-of-way shall be located at or as near as practical to the right-of-way line. LEGEND; G.V. = GATE VALVE F.H. = FIRE HYDRANT B.D. = BLOW -OFF RED. = REDUCER S.S. = SANITARY SEWER T.S. = TAPPING SLEEVE M.H. = MANHOLE = FLOW ARROW 14375 t WATER & SEWER PLAN wHrTjtFwoon �iLLlAvae STUMP SOUND TWP., ONSLOW CO., N. CAROLINA OWNER: WHITEWOOD ENTERPRISES ATLANTA, GEORGIA DATE: 11-17-93 0 30 60 120 180 SCALE: 1" = 60' FEET Parker & Associates, Inc. Consulting Engineers - Land Surveyors - Land Planners P.O. ;Pox 976 - Jacksonville, North Carolina - 28541-0976 B J T Phone (919) 455-2414 - Fax (919) 455-3441 IIn O M ,tQw T S /NF LIJ z am U) FS �� IjN�gs33 Cn zo S OREE SHOEETI 6 OF1010 Q y SyFET /0^/ tic #12 Q F o w L� (n = 4 p 3a �90 6��0 32 33 ST #11 4. CY 1 3 m 2" P.V.C. WATER 37 CURVE DATA 5� / a ST 0 4.7CY y10 O ST y6 CO o = 68°14 49 / R = 230.0' / / / v I - Z INV. OUT 2.00Y INV. IN 26.54 � i T = 155.86' W�ECM5rWAY .I 1 II 1 2s.o �o r L = 273.96' LC = 258. 05' / 501 R�W ST #12 INV. IN`11 29.2 a0 1i U RIP RAP EXIST. 8" NORTH + N N 72 ° 47 ' 25' W y ��� 12.3 CY — 5.T_ N — SCOUR PAD —_— o Z OI s.r. TOPSAIL WATER h SEWER, INC. SEWAGE FORCE MAIN FOR CONTINUATION a O / / — -- r'1 O� ~ W O INV. OUT 30.8o �, v SEE SHEET 6 OF 10 z 7 �V` �� �g N �I o \ ST /J14 1 \ n_ -`\ / / 231 L.F. 8" S.S. 32,0 — 33.0 J Z + = S ? A Tq o o f \ 6.3 CY \ 2" P.V.C. WATER (31 T o o �% C� cR CL 30 ,/, V 0 %� / .. �I / / 32.43 F- F- 210 L.F. 8" S.S. "Cos + M U Z W O X � I 1 C�" ~ Q _ �( �O O FOC� \ \\ TEMPORARY CONSTRUCTION. m ...... .. ... .. .. —... z STO/� 1 wo ENTRANCE (SEE DETAIL) 31.6 N 31.3 ----_— S.T. �� N 73.05'11" W O W V) F 0 u1 S.T. —_--- k / SS / 5' 2" TAP --+. 0 6" P.V.C. WATER 6" TEE 2" G.V. I INV. OUT REVERSE TAP O 6" G.V. 6" F.H. ST #9 28.40 WATER BORE p0 010a 61 L.F. 8" S.S. 33.59 — � �� / `L 13.7 CY RIP RAP �' SCOUR PAD (SEE DETAIL) 1 00 — 130 L.F. 8 �y // zo 6"X6" TAPPING S tiv SLEEVE AND GATE VALVE Slx S 38.40'00" E 31.6 �9 U 2" VP 6" P.V.C. WATER EXIST. 6" PVC ONSLOW I ST #15 3.0 CY �� •y C� CO. WATER MAIN I -7 -RIP RAP SCOUR PAD o v INV. IN I a rn x I,n 24 23 30.63 .�� <�� COGQ M APLECREST WAY - 50' R/W �� II Z W LJ W C� w U U Q n J Q Z O OLN ¢ w ~fnW + Q O Q �k 00 D D N k 0 i, O 00 O O n rD — iT600 W Uj r70 r't Q+ ZI, O r O >t7 UOO p > -LLi O w z a z Q Q n z a- z Q a z a w Z a w C31 N W LJ U) U) (n ti C=)J cn F- cn cn F- cn F ' N F- 0- F a: c--4J Z :2 cn cn F- 0- C� Z 40 40 +2.40% — — — — — — — — — „ 100 L.F. S. S. „ _ 30 ® 1 30 °ST1 23 L.F. 8" S.S. ® 0.40% " —� 2 20 04 z 940 10 00 MAPLECREST WAY - 50 R Wun 14- WHITEWOOD VILLAGE OWNER: WHITEWOOD 0 F- 00 N 00 N r N I� N cn Ni t O STUMP SOUND TWP., ONSLOW CO., N. CAROLINA ENTERPRISES ATLANTA, GEORGIA S pL ; rky M 5��,°•'", �z z z IzI N Z 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 13 Parker & Associates, Inc. SHEET 11U. Consulting En Engineers -Land Surveyors -Land Planners (0 4 OF 10 — — P.O. Box 976 - Jacksonville, North Carolina - 28541-0976 DISK ACAD 137A Phone (919) 455-2414 - Fax (919) 455-3441 FILENAME WV-PP1_DWG REV. 1-7-94- 6JT REV PI Pt °E TMS DATE 11-17-93 SCALE 1"= 40' HoRm 1'= 8' VERT. DRAWN BJT\LAM DESIGNED TMS JDB NO. C930710-G1478 MATCHLINE STA. 9+21.33 FOR CONTINUATION w SEE SHEET 4 OF 10 DITCH ON le s LO 0 0.40% (� n a z P.C. STA. 9+26.80 —f-- RIP RAPN. SCOUR PAD RC o RCD !NV C GRID OUT 00 IN 2a.s4 38 N AD g 3 EXIST. 6" P.V.C. ONSLOW 2 a. 4p COUNTY WATER MAIN I o I 1 CURVE DATA sT ; j1 11 #7 sT #6 Cy o= 89.53'35" R= 230.0' CURVE DATA � 33'05'17" 3. a" TqP EXIST. 8" NORTH TOPSAIL ° SLEEVE PING WATER & SEWER, INC. P•V.0 Cy ii T= 229.57' R= 300.0' T GA AND vqL� SEWAGE FORCE MAIN WA 7ZR ��� \ L= 360.85' T= 89.11' ST 14 \ v� LC= N 28'08'23" E L= 173.25' 9 P 324.97' LC= N 33'21'02" W x 11VV IN 170.85' 30, 2-4$. 53 \ FOR SEE CONTINUATION SHEET 7 OF 10 IlVSTgLLBEND3 S \ 47 2 N f \� X 0 01NT D. CO S g 6 g1 ?'9k$ 13 O \\. �. C5 s� P O O I I J, I3' �i R12^ DITCH SR \ 53 RIP e� \ �P 43 iU �+ sT \ R SCOUR RAP \\ 39 O 00 41 42 44 zz O FOR CONTINUATION 0k28• �Or1E 2 N _ I 3^Pv Q SEE SHEET 7 OF Z. P d � C, Ep\-GCS 10 WATFVC. N n29011J07 \ �9� l OD r FOR C SEWA CE A4A1N GE �3 O R 3. TAP \ 40Cn m n d IN MANNO�EALVE i W TAp /fVD.J. p^ P ?" G V. �?s \ T� ~ a ST #4 IC' N I I D I _ INSTALL 1 JOINT " D.I.S.F.M. CENTERED ® DIT H CROSSING n N o 3 1 JOINT AT WA7�RF M• CENTE Oo O \ WATfR C. J'/ S v� CY I y 15' CROSSINGRED 20� / O <F 6 31.5 31,5 J p _�__ / 9 200 V. 9N \ \ \ —� —� —� 31� 8" S.S. —� 33.6 0. /,.o ST #5 S? O 179 L.F. 8" S.S. f- 189 L.F. 8" S.S. V . ... ... ... ... ...._... ........ ... .....—... �... TEMP h 10 � � � N 16'48'24" W 3L5 �� \\ eN� Nc f �CON STRUC ( D ? OErl nON O = 6^ WATPE'R C. o +o D + O O O Ii ?� TAP ?^ G. V 6. INV 0 6^ kP 30.7 NT 6^ G.yy �� WAhPRVC , ��k O) CD r o 'D C� + cmi M O O II O (n II 0 MAPLECREST WAY — 50' R/W w J ,I_' N -J F- Q W W -J W w p !� W Q a O Q Q O O z w _ rn Z + I) O Z r Q O) (n � r7 H- M _ W 00 JY 00 j Z O r7 w 00 W < O � w + In . W + O to w < 0 c0 w + 00 ze � p <L + -I ILL+ J I.- O r,) " I - O O O -17T N oN _O M F- O j w z QIr Z Q w z Q o z Q Q w z j Q o z " 0_ j w O cn a- w z U) I- t a w F z N F- � Ln cn F 0- M F z a c� Z to w in w c3I to w 40 40 18" R.C.P. + 0.28% — 2.24 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ ' WN.— / — — — — — — -- — _ —i COVER — _� _ — — — 30 30 L.F. 8 S.S. ®0.40% 1 » 3 L.F. 8 S.S. ® „ F. 8" S.S. ® 1. ° ° S.S• INSTALL 2 JOINTS 3" D.I. S.F. . , egg L,F, 8 —� INSTALL 1 JOINT 3 D.I. S.F.M. 3 P.V.C. EWAGE UNDER 2" WATER ROSSING 00 f- 20 20 F914GE MAW 00 LL- Ui O R N In Z W W 18400 19400 2400 MAPLECREST WAY — 50' R W Co 00 C0 T7 WHITEWOOD VILLAGE OWNER: WHITEWOOD ENTERPRISES ...� .� H CA '•, ,i r 145'18? aC4 N N N N~ N N N . z0 Z z Z � In C31 C, - STUMP SOUND TWP., ONSLOW CO., N. CAROLINA ATLANTA, GEORGIA 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 Parker & Associates, Inc. $°nb� sHE "� „""-• �� 5 OF 10 Consulting Engineers - Land Surveyors - Land Planners DISK ACAD 137A P.O. Box 976 - Jacksonville. North Carolina - 28541-0976 44 Phone (919) 455-2414 - Fax (919) 456-31 FILENAME WV_PPZDyG DATE 11-17-93 SCALE 1"= 40' HORIz. 1"= 6' VERT. DRAWN BJT\LAM DESIGNED TMS JOB NO. C930710-G1478 s i N. C. GRAD Nq� d3 FOR SEE CONTINUATION SHEET 4 OF 10 FOR CONTINUATION A-�kpN O to SEE SHEET 4 OF 10 �1NU FpR ppN� 5 OF 0 G��p Pp 24 w ° o�� 4 I SEE SH EE o ® 6" 6' 6' TEE G.V. F.H. w o ST #CY \ CEO 11 ti00 ' iN ' I 2" P.V.C. WATER 26 / v I vi !f 00 I I 1 33 O CNYII LA CIROX 2' 8.0. ASSEMBLY 34 O ST #5 \ CY i► y ', C.Vu" llu� w 17 I `` J INV. IN 29.2 tl 501 V w `n \ 01 i \� M • N • #16 3 M ApLE CREST + q 6.8 I In (3117 CIfZQ,� _ 32.4 1 N 50 16.54'49" W / � o= CURVE DATA >-• `T . INV. IN ¢ 2s.2s 89'53 35 Co. STp. 1 I 3-16 31.8 27 v� � iU W o ST #„ CY ,�5 r. R= _ 23 so2a2s" O I s L= 360.85' �� \o 31.6 } 33.59 195 L.F. 8" S.S 33.7 3' 16 0 n 165 L.F. 8" S.S. 33,3 0 1 LC= O w 0 �- N 28'08'23" E + M s 39 w + 100 L.F. 8" S.S. 33.0 324,9% O 29.2 ASSEMBLY Z 30.2 O N - M N #1 ED BUD I EST ECR 0+p8.28 31 3 ... h M H• #10 CAMELIA 0+00 �— — — -p �: T 35 _ _ r1. #7 QUINCE ST B f �- �. S1A• D}001.39 29.7 STA N '2 ' o +.'--... N 40.06'19" E SSA ST #10 W MAPLECRE 11+6 I STA• r / / 32.4 2" B.D. 7+�6 STA• 2' TAP 2" G.V. I CY .. STA• �... / .. ASSEMBLY 1 r INV. OUT 1 ¢ �i / / s�•.S, r r 29.0 1 RIP RAP 2' P.V.C. WATER 36 O � S 2' TAP .N II /RIP RAP 2" P.V.C. 2' C V. / 4 /SCOUR PAD WATER / 12 SCOUR PAD 37 n �? 38 INV. OUT I F I 30 S I V s F' R CANT/NU / 13 SEE I moo NEST FOR CONTINUATION 5 OF 1 o FOR CONTINUATION SEE SHEET 4 OF 10 SEE SHEET 4 OF 10 RED BUD CIRCLE — 50R/W CAMELIA CIRCLE — 50' R/W QUINCE COURT — 50' R/W CAI (A W W LIJ v II O w Lj J Q n Q W Q U Z W Q Q+ CA Q O N ro O N �! O 00 W O O W Cn I� W O r d O W cD r) W O to O W O O O O N O U) O O r p Q O N 0 6 O Q O ,- M N Z Q W Z U CL Z W U) U) Z U a_Z a- U1 NZ U a- (n U) I- (/) C31 F- V) U) F- (n C� F- :2 (n Cn F- V) C31 F- 40 40 40 40 + 0.06% 30 195 L.F. 8"S.S ® 0.40% 30 30 M 30 165 L.F. S.® 2• ° �— -- 10 20 20 20 O 20 rn O N 00 N N N F- Z O Z_ Z (al ? .- C31 Z 0 00 1+ 0 2 0 O RED BUD CIR., CAMELIA CIR., QUINCE CT.-50' R/W to (0 Cn N � 0 WHITEWOOD VILLAGE OWNER: WHITEWOOD ENTERPRISES � 457�-�e9 °° ° z N z o o STUMP SOUND TWP., ONSLOW CO., N. CAROLINA ATLANTA, GEORGIA .� •"',zti"ze y l�yy •LA - - - - 0+00 1+00 2+00 3+00 0+00 1+00 2+00 3+00 Parker & Associates, Inc. ; �ry�� SHEE °'f4&w,,* 6 OF 10 Consulting Engineers - Land Surveyors - Land Planners DISK ACAD 137A P.O. Box 976 - 7aeksonville. North Carolina - 28541-0976 Phone (919) 455-2414 - Fax (919) 455-3441 FILENAME WV_PP3.DWG DATE 11-17-93 SCALE 1"= 40' HoRlz. ,"= 8' VERr. DRAWN BJT\LAM DESIGNED TMS JOB NO. C930710-G1478 9 �� �C' p �P s, y 6" P.V.C. WATER O 5 C� 00 SFF tiF FTC 41olc0, FOR CONTINUATION 3" P.V.C, �. h S.F.M. 8 O SEE SHEET 1 5 OF 10 2" 7AP a / �j / CURVE DATA o = 33'05'17" I 2 G.V. \ yV �� / / ham' _ / �• R= 250.0' 6" P.V.C. INSTALL 1 JOINT 3" D.I. 36 O S CROSSING T' �� / x T= 74.26' L= 144.37' WATER V CENTERED D. �C) CIS r s / 44 LC= N 56'38'57" W 46 47 M.H. r I I 41 SEWAGE PUMPING �Q•NX O STATION 5 O a O�3 e' w �• ❑ 142.38' N 4S O i/1 A. O+Op c. + I (SEE SITE PLAN) LINE "A" \rs Q LINE_ STq, N 0 ��5 N 73+97.09 MAP EC S 73.11'36" W 5• M \ d REST 185 L.F. 8" s.s. --� 3 a, GAVE / Cb�� f x 31S N -� s• 3 �— / // 3tisTq \ F 9• .. _...� 32.5 2" 8.0. }}vy� O bo 90q. Ix 31,9 ON (L eFNB) SWA 3" P.V.C. F SFF s34 FT\SUq 312 L.F. 9" S.S. 34.0 I 4g 4 , 42 46 S.F.M. laopp�moz> 45 �O �..._ `—� M.y 4 O,r -�Q 53 325 4X6390 ru S 40.06'19" w 31.8 Cps FOR CONTINUATION 51 \ SEE SHEET 5 OF 10 s2 OAK lM L P y � 50 W 50 49 WA7ERC v' o Q ®0Tos o P o LINE "A" i�- 0 OAK DALE LANE - 50' R/W z a F- w Of O II w w II w w Q W J Q CL 00 Q Q o _ w = U Q 0)zrn Q O LO � 0) r � M w 0+ w Q 0 W O W O+ � 0 00 LJi l 00 � O O O O M O U O N 0 0 W - .- O d Z U 0_ z 0_ p (n :2 0_ F- Z m (n (3) F- to (n 1- 0) (n (.�j (n H n U) 40 40 40 0.0% 30 312 L.F. 8" 30 CO ER 30 150 L.F. 8' S.S. 0.40% f -- FORCE MAIN �— - 185 L.F. 8" S. ® 0.5 07. " 20 FORGE MAIN 20 1 JOINT 3" D I. CENTERED 20 ® S.D. CROSSING Z_ r Z N i+ 0 2 00 3 0 OAK DALE LANE - 50' R W & LINE "A" O Do (0 astrr. A ' 0) r WHITEWOOD VILLAGE OWNER: WHITEWOOD 1 % %. =: N N 04 z O GQ O ENTERPRISES AL I� -` Z - Z STUMP SOUND TWP., ONSLOW CO., N. CAROLINA ATLANTA, GEORGIA 14575 �• Z Z Z Z 0+00 1 +00 2+00 3+00 4+00 5+00 0+00 Parker & Associates, Inc. 10%..� o,% � 7 OF 10 Consulting Engineers - Land Surveyors - Land Planners .:::::. : DISK ACAD 137A P.O. Box 978 Jacksonville. North Carolina - 28541 0976 '_:": ;:• % Phone (919) 455-2414 - Fax (919) 456-9441 FILENAME WV_PP4.DWG DATE 11-17-93 SCALE 1"= 40' HORIz. t"= a' vERT. DRAWN BJT\LAM DESIGNED TMS JOB NO. C930710-G1478 -------------------------- CHANNEL ✓/ DEPTH VARIES 1 3 MII 3 MIN. -I 1.5' MIN. TYPICAL CHANNEL SECTION NOT TO SCALE NOTES: 1. CONSTRUCT CHANNEL TO DEPTH SHOWN ON PLANS. 2. ALL CHANNELS SHALL BE CUT WITH A 3:1 SIDE SLOPE, UNLESS OTHERWISE SPECIFIED ON THE PLANS. 1I i 55 ROCK CHECK DAM DEPTH As SHOWN ON PLANS SWALE DETAIL TOP OF CHANNEL 1 5 I INVERT OF 20' MIN. (TYP.) CHANNEL FLOW FLOW — — — — — — — — — — — // 1.5' MIN. r /\2 \\ NOTES: 1. MAXIMUM TYPICAL WIDTH 4'. 2. AT LEAST ONE TRAP TO BE LOCATED TO PROTECT ENTRANCE TO EACH ENCLOSED STORM DRAIN CONDUIT. 3. SEE PLANS FOR MINIMUM STORAGE VOLUME FOR SPECIFIC LOCATIONS. 4. MINIMUM VOLUME OF 3 C.Y. TYPICAL FOR TRAPS UNSIZED ON PLANS. 5. MAINTAIN LENGTH TO WIDTH RATIO OF 5:1 WHERE REASONABLY POSSIBLE AND SHALL BE 3:1 OR GREATER FOR ALL INSTALLATIONS TEMPORARY IN CHANNEL SEDIMENT TRAP NOT TO SCALE a D n TOP OF CHANNEL 1/2 D TOP O B J L� SPLASH APRON BOTTOM B PLAN VIEW W = VARIES 1/2 W �+ d SECTION A —A #67 STONE I� 1 1/2D W = CHECK DAM WIDTH D= DEPTH OF CHANNEL dm= MEDIAN DIAMETER OF STONE CHANNEL BOTTOM 6" TOP SECTION B—B NOTE: GIVEN DIMENSIONS ARE MINIMUM UNLESS OTHERWISE SPECIFIED BY THE ENGINEER FOR SITE SPECIFIC CONDITIONS. FORTIFIED ROCK CHECK DAM R/W EXISTING ROAD R/W 50' MIN. I LENGTH CONSTRUCTION ENTRANCE PROFILE R/W 112' MIN.' (SEE NOTE) PLAN VIEW STABILIZED CONSTRUCTION ENTRANCE NOT TO SCALE Construction Specifications 1. Stone size - Use MSHA size No. 2 (2-1/2" to 1") or AASHTO designation M43, size No. 2 ( 2-1/2" to 1-1/2"). Use crushed stone. 2. Length - As effective, but not less than 50 feet. 3. Thickness - Not less than six (6) inches. 4. Width - Not less than full width of all points of ingress or egress. Minimum of 12'. 5. Washing - When necessary, wheels shall be cleaned to remove sediment prior to entrance onto public right-of- way. When washing is required, it shall be done on an area stabilized with crushed stone which drains into an approved sediment trap or sediment basin. All sediment shall be prevented from entering any storm drain, ditch, or watercourse through use of sandbags, gravel, boards or other approved methods. 6. Maintenance - The entrance shall be maintained in a condition which will prevent tracking or flowing of sediment onto public rights -of -way. This may require periodic top dressing with additional stone as conditions demand and repair and/or cleanout of any measures used to trap sediment. All sediment, spilled, dropped. washed or tracked onto public rights -of -way must be removed immediately. FLOW - RIF �5D� IN CHANNEL PLAN VIEW SECTION VIEW RESIDENTIAL COLLECTOR LOCAL RESIDENTIAL L 60' R/W 50' R/W 6- DITCH 6' SHOULDER 20' PAVEMENT 18' PAVEMENT 6' SHOULDER 5' DITOH V/4' PER FT. MIN. -_ '2 D MEDIAN STONE DIAMETER = SIZE 1. D = INSIDE DIAMETER OR WIDTH OF CULVERT 2. MINIMUM STONE THICKNESS TO BE TWO TIMES SPECIFIED STONE DIAMETER. RIP RAP SCOUR PAD NOT TO SCALE C A.B.C. 1 1/2- 6' S.T.B.C. OR A.B.C. RESIDENTIAL COLLECTOR — LOCAL RESIDENTIAL ROAD CROSS SECTION D.O.T. STANDARD STRIP PAVED SUBDIVISION STREETS NOT TO SCALE -- e I R I I / SS. I I � 18 I 16' MIN. I I I I 50' R/W I MIN. CAL CUL—DE—SAC -- N D.O.T. STANDARD NOT TO SCALE RB AND GUTTER 2 3 1 MUELLER CENTURION MODEL A 421 FIRE HYDRANT WITH 1-4 1/2" PUMPER NOZZLE AND 2-2 1/2" HOSE NOZZLES ALTERNATE LOCATION VALVE AND VALVE BOX PRECAST CONC. COLLAR SET TOP 1" ABOVE VALVE BOX TOP -z N DUCTILE IRON PIPE TYPICAL PAVEMENT 1 1/2" DEWEY BROS. VBX—TE-100 VALVE BOX OR APPROVED EQUAL 6" GATE VALVE .A.0 W u W w — o° o 0°O0 J. LTEE OR WITH AM.OPPROVEDDPIPETRESTRA NTEF M.J. LOCKED HYDRANT ADAPTOR OR APPROVED PIPE MIN. OF 3 CUBIC FEET OF WATER MAIN BURIED AT SUFFICIENT DEPT CRUSHED STONE FOR DRAINAGE TEE TURNED DOWN, OR BENDS INSTALLED AS REQUIRED TO MAINTAIN VERTICAL CONCRETE THRUST BLOCK PLACED SEPARATION AT DITCH AGAINST UNDISTURBED EARTH TYPICAL FIRE HYDRANT WITH DITCH CROSSING NOT TO SCALE PRECAST CONC. COLLARS SET TOP 1" ABOVE VALVE BOX TOP VALVE BOX COVER / 12" MA TAMPED EARTH 'A\1"\\1^�' THREADED COUPLING FOR CAP OF 2" CAP J] VALVE BOX —� BLOW —OFF 2" PIPE 24" LONG 2" BRAS 2" PVC PIPE NIPPLE 2" Cl 90' WATER BEND =; (THREADED) #67 STONE CONCRETE BLOCKING 2" GATE VALVE (IRON BODY) NOTE: NO PLASTIC OR GALVANIZED SCREW FITTINGS BEFORE VALVE. 7f r••� � DITCH S.D. � S.D. 24 MIN. MIN. NOT TO SCALE N.C.S.R. 1518 60' R/W 20' 6" K 6" TAPPING SLEEVE PAVEMENT NTH GATE VALVE 3't D8" MIN. T7 6" PVC WATER 38 L.F. STEEL CASING 4't 790* ENDS TO BE PROPERLY RESTRAINED AND BLOCKED CJ w K N Q � m 3 in K JC N d w X w NOTES: 1) CONTRACTOR TO FIELD VERIFY LOCATION AND DEPTHS OF EXISTING OF WATER AND SEWAGE FORCE MAINS AND ANY OTHER UTILITIES PRIOR TO BEGINNING BORE. 2) CASING THICKNESS SHALL BE PER D—O—T REQUIROWNTS. WATER BORE DETAIL NOT TO SCALE NOTE: MIN. SLOPE THROUGH MANHOLE WILL BE CENTERLINE INVERT. MAX. DROP THROUGH MANHOLE WILL BE AS FOLLOWS: 1/2" FOR 0' TO 45' CHANGE IN HORIZ. ALIGNMENT 1" FOR GREATER THAN 45' CHANGE IN HORIZ. ALIGNMENT 0 i 1 p- 6 X 6 NO. 6 GAUGE SINGLE LINE I STEEL REINFORCED REIN IN CENTER THIRD OF WALL N O PLASTIC STEP LJ F ALSO TONGUE & GROOVE. a CONE GROUT > I I ° N "0" RING TAPERED LIFTING w o-_ - RISER HOLE O o O ° > x 1 1/4" BUTYL CO < N RESIN GASKET — GROUT °- GROUT �O 12 —1 1 /2 0 0 DETAIL FOR MANHOLE/PIPE JOINT 15" & LARGER IN EXISTING MANHOLE 3/4" GROUT i7FY SADDLE CONNECTION CEMENTED IN PLACE TRUSS SEWER MAIN STAINLESS STEEL BAr TRUSS SEWER MAIN N. T. S. ASTM C-478 45' BEND —NOT TO BE MORE THAN 45' FROM HORIZONTAL 45' BEND PRECAST CONC. COLLAR. SET TOP 1" ABOVE CAP. — CLEAN OUT 4" WYE TEMPORARY PLUG- 4" SEWER SERVICE PLASTIC SCREW CAP 4 Z 2 J 1/8 BEND �w Z W —L FROM UNIT BY OWNER DIRECTION NOTES: ACTFLOW 1. TAP MADE IN SEWER MAIN TO BE BORED, SAWED, OR DRILLED, NOT PUNCHED BY HAMMER. 2. GASKETED IN —LINE WYES ARE SADDLE CONNECTION ACCEPTABLE. TYPICAL SEWER CONNECTION NOT TO SCALE OPEN TERRAIN HEAPED BACKFILL, NC MBEDMENT 'ONE UNPAVED AREAS SUBJECT TO TRAFFIC CRUSHED STONE OR GRAVEL BACKFILL VARIES MECHANICAL COMPACTED BACKFILL, IN 6" LAYERS PAVED AREAS NOTE: SEE SPECIFICATIONS AND TABLES GEN-1, GEN-2 AND GEN-3 FOR ADDITIONAL DETAIL TYPICAL SEWER PIPE EMBEDMENT AND BACKFILL SECTION NOT TO SCALE NOTE: SOLID STAINLESS STEEL BANDS SHALL BE 300 SERIES 1/2" x .05" (BAND —IT TYPE 316). ALL BAND CONNECTIONS SHALL BE DOUBLE BANDED. FOR PIPE CONNECTIONS 12" OR LARGER TWO (2) SETS OF DOUBLE BANDS WILL BE REQUIRED. MANHOLE WALL NOTE: FLEXIBLE SLEEVE BOOTS SHALL NOT BE USED WITH CONC. PIPE. 3" MAX. 3" MIN. / GROUT ROAD SURFACE PAVEMENT BASE INITIAL BACKFILL (HEIGHT VARIES WITH HAUNCHING) HAUNCHING (HEIGHT VARIES) BEDDING (HEIGHT VARIES) FOUNDATION (IF REQUIRED, DEPTH VARIES) B" THROUGH 12" NOTE: LUBRICATE THE FOLLOWING: (1) PIPE EXTERIOR 2 BOOT INTERIOR 3 BOOT EXTERIOR (4 STAINLESS STEEL BANDS MANHOLE WALL (TOP & BOTTOM) NOTE: 3" MAX. STAINLESS STEEL EXPANDING BAND NO SCREW TIGHTENED BANDS SHALL BE ALLOWED. GROUT —� BENCH 8" THROUGH 18" PIPE CHANNEL GROUT 1.SOLID STAINLESS STEEL BANDS (300 SERIES 1/2" x .03") unNunl anTmu COMPACTED #67 STONE EXPANDING STAINLESS STEEL INTERLOCKING SLEEVE FLEXIBLE SLEEVE BOOTS NOT TO SCALE PRECAST CONCRETE WET WELL 8" SAN. SEWER STAINLESS STEEL BASKET STRAINER 1'-2 7/16" x 1'-8 1/4" CLEAR OPENING I 36" x 24" CLEAR OPENING - - - SCREENED INLET VENT e e e e CD 1 d I d d 1 d 1 I d d 1 d I d 1 O 0 VE�EEEO e e SEWAGE PUMPS- d d � o e 0 I ° d -I I e d I O d I - p IO - p - e O d l I d l d 4_1 d—I d_I d NOTE: 1. SERVICE POLE METER AND DISCONNECT SHALL BE PROVIDED ALONG WITH A 110 VOLT WEATHERPROOF GFI DUPLEX RECEPTACLE FOR TEMPORARY POWER NEEDS. 2. AUXILIARY POWER CONNECTION, WHICH MAY INCLUDE BUT IS NOT LIMITED TO A DOUBLE THROW DISCONNECT SWITCH AND GENERATOR RECEPTACLE, IS TO MATCH NORTH TOPSAIL WATER AND SEWER CORP. PORTABLE AUXILARY POWER SOURCES. 3. FOR ADDITIONAL INFORMATION, SEE THE SPECIFICATIONS. 2" DIA. CONDUIT FOR PUMP CABLES AND FLOAT CABLES WITH PLIABLE, REMOVEABLE SEALANT INSIDE WETWELL AND CONTROL PANEL TO PREVENT GAS AND MOISTURE LEAKS. 4" D.I. SCREENED INLET VENT PLAN VIEW NO SCALE 3" DUCTILE IRON 3" P.V.C. DUCTILE IRON TO P.V.C. ADAPTOR APPROX. FLOAT LOCATION CONTROL PANEL WITH DEAD FRONT AND BUILT—IN FLASHING LIGHT ALARM PROVIDE LOCK FOR CONTROL PANEL r BOLT PIPE TO GUIDE RAIL SPACER TO KEEP I RAILS PLUMB. 12" ILI I 1 11 TOP ELEV. 34.4 e d I ♦ ♦ I I d 1 d I d 12"t ° e d I I d Oppp°p°poppppppp ALUMINUM DOOR 6" GRAVEL 33.4f °opopo°00000000o .'Jpopppopppppppp ppp°ppp^pp^pOpp. ♦ d e & FRAME HATCHES ° ♦ d o 0 0 0 0 0 o p o ,,ppp°pp°ppOpppppOppOppOppi p p p p p p p p STANDARD PRECAST p - WITH LOCKS p w °°�°�°°°°^°�°�° CONCRETE MANHOLE ° ° O WITH EXTENDED BASE d l z c) 3" P.V.C. 2-1" STAINLESS STEEL ° 1 1/4" STAINLESS d PIPES (GUIDE RAILS) p -I STEEL PIPES (GUIDE ° RAILS EACH SIDE) e STAINLESS STEEL d � - 11" APPRo ' d � DUCTILE IRON TO P.V.C. ADAPTOR BASKET LIFTING TEE CABLE (SIZE AS REQUIRED) ° d Oo0 GATE VALVE (EACH SIDE) e , 8" S.S. d - I /2" MAx. STAINLESS STEEL d CHECK VALVE (EACH SIDE) INV. IN 22.71 p PUMP LIFTING CHAIN OR CABLE ° d MERCURY FLOAT SWITCHES — (SIZE AS REQUIRED) ALARM ELEV. 22.71 STAINLESS STEEL d BASKET STRAINER. N LAG PUMP ON ELEV. 22.21 3/16" DIA. 303 S.S. ° ° ROD WELDED d I I d LEAD PUMP ON ELEV. 21.71 CONSTRUCTION - HOLDING 2 X 2 3/16 MESH ♦d e BRACKET ° ♦d G PUMP OFF ELEV. 20.71 - SEWAGE PUMPS p e e d I d 3" DUCTILE IRON d- ° \ , •GROUT ° d GROUT ` 12" EXTENDED BASE ♦ ° ° BOTTOM ELEV. 18.71 I d Al I - I MIN. 00 0° O O 0° CJ00 0° 00 0° O °° 0° ° 00 " °O O O° O° O 0° 0° O O 00° 0° 0 00 O O 0°ooO°o°o 00 °Q°o00 0° o° Oo°o OQ 0° 0 $°° 12 MIN. CRUSHED STOONOE B o0 00 °o Oo °o o°o°°Oo°o 00 0- o 00 IZ, O° o O 0 0 O 00 00 00 O ° 00 Q1 O° 0° 00 ° 0 00 O ° 00 O O Oo O °oo° °o °o o° o°o ° oo ° p°° o° °o o° ° °o 00 ° p o 00 °°°°o°oo 0 0 °°Oo ° °°°°Oo 0 SECTI N VIEW SEWAGE PUMPING STATION NO SCALE PA Op ObN V ,N 2' DIAMETER CAST IRON MANHOLE AND COVER MOUNTED LEVEL WITH FINISHED GRADE GROUND ., 12" STEPS PRECAST 4' MANHOLE (HEIGHT AS REQUIRED) 4" --3" IRON BODY 4, SWING CHECK P.V.C. TO D.I. 3" D.I.S.F.M. VALVE ADAPTOR /-3" SEWAGE FORCE MAIN 6" ----6" x 12" CONCRETE 8. '• '• '••F•- ; '• PEDESTAL (SUPPORT) 8" . - s - . - s - . - s - s (HEIGHT AS REQUIRED) CRUSHED STONE CHECK VALVE MANHOLE DETAIL NOT TO SCALE 20'X20' 6' HIGH CHAIN LINK FENCE o WITH 16' DOUBLE O SWING GATE STA. 0+00 36 3" S.F.M• 5� wEjWE�� M.N OUT INV. 1 3F 'l I 41 Q W C m co c I 3 1 ro nI n r- In 28 L.F. 18" R.C.P. ® 0.40% INV. OUT 46 45.54'ry m i GRAVEL ENTIRE AREA TO 1' OUTSIDE FENCE WITH 6" COMPACTED CABC 0 INV. IN 34, 31.82 31.9 SWALE ON Q ROC( CHECK ® 0.40% 01 DAM INSTALL 1 JOINT 3" D.I. I CENTERED ® S.D. CROSSING 12' WIDE 6" THICK GRAVEL DRIVE r P.V.C. S.F.M. 42 - 20' UTILITY & ACCESS EASEMENT INSTALL 1 JOINT 3" D.I. CENTERED ®S.D. CROSSING I 2� 5' �P �� `' o INV. IN 3" P.V.C. 30.4 S.F.M. f Z--�� ROCK CHECK Q O � — DAM Z 0 o w 179 L.F. 8" S.S. �— Z UUj ' 0 316 L.F. 8" S.S. o X 0 L U_ Lj O w N 16'48'24" W O � O O 6" P.V.C. u WATER Q J MAUCM5f WAY a W 501 V W 2 J o O7 0 � rn � o + SITE PLAN 1" = 20' NOTES: 1. Upon completion of installation, entire site to be graded to original contours and/or to insure positive drainage so that no ponding of water occurs. 2. All disturbed areas to be seeded or stabilized within 30 days of completion of work. 3. For additional information, see the specifications. SEWAGE PUMPING STATION SITE & DETAILS OWNER: WHITEWOOD VILLAGE WHITEWOOD ENTERPRIS ATLANTA, GEORGIA STUMP SOUND TWP., ONSLOW CO., NORTH CAROLINA Parker & Associates, Inc. 40" H°nro,, Consulting Engineers - Land Surveyors - Land Planners P.O. Box 976 - Iacksonvilie, North Carolina - 28541-0976 Phone (919) 455-2414 - Fax (919) 455-3441 DAZE 11-17-93 scALE AS NOTED DRAWN ALR DESIGNED TMS N A 10 OF 10 X ACAD 137B E WV_DETI.DWG i TO NORTH TOPSAIL BEACH - TO N.C. HWY 172 O \ � / S ' / < O � d 10.00' tit < o N mI O / v `r 3 a ((� W 01 ° v i U o OD O Ci Q / J / \ \ 160. L=15.59' � 0 52 0 \ �p 150.04' L=5.16' CA 53 I o 11091 9d 00 CDa L = 31.42' 1 06 m .° oo I 51 °`I'i L = 7 6.0 3' 33.59' 'C o 00 ��• / AO g�0 , 0� "I 16 t 150.00, soo �/ 4 ' o \ o 0 0 \ o 0 �(^ � 8.6 9' 33.59' N rn 4 rn l 09�00 �, 3 EXISTING 20' PAVEMENT ti�ry' 49 �� 1�6� I^ N L = 31.42' I o I 150.00' m _ \\\\ o O9 b, 1� I o 140.00' rn G e S�• � ` � � g°� °M' I F�\Sp G / I I8j 12 \ $ 45 NI I a 0 G1�g6 Al \ OS o 43 0 rn 150.00' (P P� t✓• I ^ '°o. O o c� I 6 26 ' I \ ` uj I 1 40.00' rn m / 8h5 I 27 \ \,�s� m O I t o EXISTING 6 I \oo 47 rn 42 0 P.K. NAIL o / t5d 1so.00' q N.C.S.R. 1518 / Or O '0 ,wly WETL DS 1zo 00 - - 25 .19Q9 O 20 00 0 o I N O .0 1129� CIO. 0h� 1 03910 rn O 5�' i L 85 �1 o 140.00' i,�u U`• ,�(/� �'� � � 125.00' SEWAGE PUMPING. In w� '/ (SEE SITE PLAN) I o \ -!)b.0 5• I I m 0 rn 150.00' � N 23'18'21" W >. \ y9 a` b O e 0 35 0 18' 32.69' I 24 \ 9 28 / o Nv ^�h 0 - - o o w L = 52 85 �. J 00 N N I o 14o.00' 1�0�0 00�ti L = 21.03'BB. L=51.>s. 1Tti/ �ti' 18.43' L=23.38' I w 18J7' 1 `td 121.18' 1 cc 45 W \ N 30 / 9S .84' Iv" 75.34' 75.00 �a `D I o `a n v ' o 01 1�6' L = 21.03' L = 21.03' n aN Q 37 tK N s 9j / ! �6 a 0 38 ti�Cbry a I d' J`• �'�' 31 ri V O 18, `L o p �U `V .�/ I87.84 32 33 o 01 v 7� 3 22 °(9 4 MAGf'I. M51' WAY ° o l o l p,a y [ ' ? 9' ? 1 ' 12.04' S01 P� W L = 31.42' _ S.T. S. T. L = 31.42' L _ 9 5 .5 3 ti81� i �) SO C 10 n o <v L6 s 94.00' 80.00' _ - - 80.00' 25.43' 2 \, 10 ? /� v I a 6' co 66 hA �1 C 12<9.43 > 'bX o EARL PITTMAN = 85.z2 D.B. 8� PG. � 8 2. I WETLANDS 2 8' 94.00' 94.00' 94.00' 94.00' L= L Ln ,y 5.47' I yo�y I I 13=Sa.s O C o 0 0 0 0 10)1 T 0 0 I 1 I 20 19 18 17 16 Is I is ( I I 80_00' - 167.00' 135.41' 94.00' 94.00' 94.00'-94.00' � L 110.00' 31.00' - 203.00'- 65.72' J S 73'05'11" W 1168.12' LISTON T. YOPP D.B. 208 PG. 260 JONES/ONSLOW EMC D.B. 786, PG. 346 TRACT DATA 2 N.C. HWY 210 LP SITE SITE N.C.S.R. 1553 VICINITY SKETCH NOT TO SCALE Total Acreage 23.53 Acres Number of Lots 54 Smallest Lot Size 12,000 sf Minimum Lot Size 8,000 sf Acreage in open spaces or other land uses 0 L,F, of streets 2,893 if Existing land use Undeveloped Water ❑nslow County Sewer North Topsail Water & Sewer Corp. NOTES 1, All easements to be 20' Drainage & Utility unless otherwise noted. 2. All streets to be public. 3, Minimum Building Line Setback; Front 25' Back 20' Side Yard 8' g Side Street 15' 4, Street signs to be provided by owner, 5. This Preliminary Plat is being signed and seated to satisfy the requirements of the Onslow County Subdivision Regulations only and is not Intended to 1*4jnply that an actual survey has been performed. LISTON T. YOPP 4 D.B. 212, PG. 193 a D.B. 158, PG. 438 LEGEND, �•., j �r.P<r�; o = STREET SIGN kte°E� S,T, = 10' X 70' SIGHT TRIANGLE :.. CURVE NUMBER a3 - LOT" NUMBER x2 �M CENTERLINE CURVE DATA CURVE 1 CURVE 2 A = 68"14'49' A = 89653'35' R = 230,0' R = 230,0' T = 155.86' T = 229,57' L = 273.96' L = 360.85' LC = 258,05' LC = 324.97' N 72°47'25' W N 28"08'23' E k -,rid CURVE 3 CURVE 4 o = 33"05'17' o = 33*05117' R= 300.0' R= 250.0' U V It DD T = 89. 11 ' T = 74 . 26' NECu�U( L = 173.25' L = 144.37' LC = 170,85' LC = 142.38' NOV 2 4 1"3 N 33°21'02' W N 56°38'57' W D 3 MI 4- PRINTED PARKER & ASSOCIATES INC CONSULTING ENGINEERS LAND SURVEYORS LAND PLANNERS P, O. BOX 976 JACKSONVILLE NC 28541.0976 PRELIMINARY PLAT SHEET 1 OF 10 FIELD BOOK: DISK NAME: ACAD 137A FILENAME: WV-GEN.DWG JOB NO.: C930710-1`1478 BJ1 Y VWVW06rV /l-�{-AL/lli STUMP SOUND TWP., ONSLOW CO., N. CAROLINA OWNER: WHITEWOOD ENTERPRISES ATLANTA, GEORGIA DATE: 11-17-93 0 30 60 120 180 SCALE: 1" = 60' FEET Parker & Associates, Inc. jpU` H7�� Consulting Engineers - Land Surveyors - Land Planaass P.O. ]lox 9" - Jacksonville, North Carolina - 26541-09" Phone (919) 455-2414 - Pax (919) 455-3441 - -- } EXISTING - 20' PAVEMENT INV. OUT 30.7 INV, IN +.3� 30.53 o . / ° 1 O 3 313 TEMPORARY CONSTRUCTION ENTRANCE (SEE DETAIL) o / / 33 , 1 O 3 ..33............ ovrcj� 33, Rx 31.5 O 0 (�� /. 31.5 + / 31 / / 2?J DITCH +.. ® 0.3pyN R 12 tR +: / S INV. OUT 30.77 / 5h INV. IN 30.95 / +� �ro 00 o° 25 � o a�E is 34 t.. \ 3132 33 ........34 ......... ql / on rn �o 26 a ® I I 33.7 + 33 ®O 9!� ¢8 ASS O2 10-11 27 1 0 34,0 3R�l�32`' 45 �, wa J 13/1 46 1 47 42 SWAT-E R 31,9 0ON 32,6 SPS SITE ST #4 41 CY 35 1 a' 36 31.5 31.1 0 33 O O JONES/ONSLOW EMC D.B. 786, PG. 346 33.59 29 33 / ry \®o / 40 31,6 F3-1.-T.f ' I 23 I x 33.3 I �' EXISTING 30 11.E 32,0 / / _ : # CL DITCH 29.4 0 \ 3z .3 29 O ST #11 38 / ST #5 \ 31 32 32 v 33 18 ST #10 ST #8 2 CY CY CY INV. IN �3• \ 28.54 \ -'\ MApi,�Ct�ST'WAY INV. IN i29.000T ST #CY / /%,0 r INV.. IN ,S` 10 50 R/ W ST #12 29.2 RIP RAP 0 O� C/y \ : CY SCOUR PAD 33 .. " '!� 32 \ x 32.0 D 32.a3 ro 'rC» + 33.0 �' RPepPp �3p EARL PITTMAN -� Sco ) _... ..:-_...._...... ._...... INV. OUT D.B. 851, PG. 426 WETLANDS 29.10 : / 3,1 INV. OUT 21 ST CY 0 0 28.40 CY 13 28 v RIP RAP 0 o SCOUR PAD ' 32 32. 20 19 18 17 16 15 � 14 12 ...... ...........32.............. ... ............2. 32 .. 27.8 33...36 _..... 33. 32.......... 33'.:............:::.... .... 32.:...:............:..,;.:: 31...... ..... ..................... .....31...... ....... ................3t .....................:::::: ................ _ .......... ... ::: EXISTING 3a.::..:::::: :. :..: au 30..::.:.......:.:::::.":.."."...... .............:.......:...:::::...:::".....:.::::.::::."..:::::': DITCH 27.5 32 32 11 SHEET 2 OF 10 EXISTING EXISTING EXISTING EXISTING EXISTING33 29 28 /2) *) fE DITCH 30.1 DITCH 32.6 DITCH 29.6 Q DITCH 30.0 DITCH 27.5 28 29 30 31 LINE DITCH INTERSECTION LISTON T. YOPP WITH 30 S.Y. 6" DIA. RIP RAP FIELD BOOK: WHITEWOOD VILLAGE, PGS. 12-19, 21-22 D.B. 208 PG. 260 DISK NAME: ACAD 137A FILENAME: WV-GEN.DWG JOB NO.: C930710-F1478 BJT LISTON T. YOPP D.B. 212 PG. 193 D.B. 158, PG. 4�58 DRAINAGE DATA Pipe Area Q10 025 Dia, Grade Length Q10 Outlet (acres) (cfs) (cfs) (inches) (%) (ft.) Velocity (fps) A 2.4 6.0 6.8 18 0,45 58 RCP B 1.68 4.8 5.4 18 0,40 48 RCP C 6.85 19.6 22.1 30 0.40 36 RCP D 2.04 5.9 6.6 18 0.40 48 RCP E 7.5 16.2 18.3 2-18 0.75 58 RCP Q = CiA Tc = 10 MIn.(plpe 'A' on(y) C = 0.4 i10 = 6,26 inches/hour Tc = 5 Min. i25 = 7.08 inches/hour 110 = 7.17 inches/hour i25 = 8.06 inches/hour Tc = 15 Min.(pipe 'E' only) Control Velocity = 3.5 fps i10 = 5.4 inches/hour i25 = 6.1 inches/hour RCP = Reinforced Concrete Pipe General Notes 1. Entire Development area is wooded. 2. Entire right-of-way to be graded, 3. All culverts under street to be reinforced concrete per North Carolina Department of Transportation specifications, unless otherwise approved by the Engineer. 4. A minimum sight distance of 10' x 70' shall be maintained along the right-of-way of all internal Intersections 5, 20 foot radii at right-of-way intersections,p""t:' rad:I I at, 6, `Sediment control devices and structures shall be Installed, maintained and amended as needed to provide effective control of accelerated sedimentation until the contributing watersheds are stabilized. 7. Upon completion of any phase of construction or development, a protective ground cover will be provided sufficient to restrain accelerated erosion within thirty (30) working days. 8. At( materials and practices to meet North Carolina Department of Transportation standards. 9. For other detailed construction notes, see plan and profiles. 10. For additional information see Erosion and Sedimentation Control Narrative Report, LEGEND 344Tx = PROPOSED ELEVATION 34.4x= EXISTING SPOT ELEVATION �... _ DITCH 36..... = EXISTING CONTOUR ST #s® = PROPOSED ROCK CHECK DAM 12 CY0 = PROPOSED SEDIMENT TRAP (CUBIC YARDS) ® = RIP RAP SCOUR PAD -- = FLOW ARROWS = WOODSLINE n \ I 1 16�93 GENERAL GRADING, DRAINAGE,EyyRZ"SION & SEDIMENTATION CONTROL PLAN w*H/7*7 woos �IUAae STUMP SOUND TWP., ONSLOW CO., N. CAROLINA OWNER: WHITEWOOD ENTERPRISES ATLANTA, GEORGIA DATE: 11-17-93 0 30 60 120 180 SCALE: 1„ = 60' FEET Parker & Associates, Inc. go��� Conaulting Engineers - Land Surveyors - Land Planaaao P.O. Box 97a - JeAksonvllle. North Carolina. - 29541-0976 Phone (919) 455-2414 - Pax (919) 455-3441 t EARL PI D.B. 851, LISTON T. YOPP D.B. 208, PG. 260 iES/ONSLOW EMC 3. 786, PG. 346 LISTON T. YOPP D.B. 212, PG. 193 D.B. 158, PG. 438 SHEET FIELD BOOK: DISK NAME: ACAD 137A FILENAME: WV-GEN.DWG JOB NO.: C930710-F1478 3 OF 10 BJT Water & Sewer Notesi 1, Potable water supply to be by County of Onslow. 2, Sewage treatment to be by North Topsail Water and Sewer Corporation. 3, Locations of existing water and sewer mains are approximate and shall be verified by contractor prior to construction. 4. All proposed sewer mains to be 8-inch, Services to be 4-inch Sch, 40 P.V.C. 5, All water mains to be P,V.C, ASTM D-2241, ASTM D-1784, ASTM D-1869, 200 P,S.I, pressure rating. 6. Fire hydrants to be Mueller Centurion model A421 or approved equal. 7. Water mains shall be burled with minimum of 30-inches cover, unless otherwise noted, 81 Water mains shall be at least 18 inches above or 10 feet horizontally from sewer mains, or be of ferrous material, 9. Contractor to lay water mains at extra depth to avoid conflicts with storm drainage or other facilities. 10. Contractors shall notify the certifying Engineer and the ❑nslow County Water Department at least 48 hours prior to commencing any work, inspections, sampling, and pressure tests. 11, Chlorination and pressure tests are required in the presence of the certifying Engineer and the ❑nslow County Water Department, 12. Contractor shalt furnish negative bacterial analysis results and 24 hour chlorine residual results to the Certifying Engineer, 13. Contractor shall maintain comprehensive (depth and horizontal locations) field 'As Builts' for all installations and submit them to the Certifying Engineer and the ❑nslow County Water Department. 14. All units have individual sewer services installed by the contractor. Water services are not to be installed by the contractor. The ❑nstow County Water Department will install them at a later date on an 'as -needed' bases. 15. For other detailed construction notes, see plan and profiles, and specifications. 16, All Installation materials and practices shall meet the County of ❑nslow specifications. 17. All above ground utilities which are to remain inside the right-of-way shalt be located at or as near as practical to the right-of-way line, LEGEND+ G.V. = GATE VALVE F.H. = FIRE HYDRANT B.O. = BLOW -OFF RED. = REDUCER S.S. = SANITARY SEWER T.S. = TAPPING SLEEVE M.H. = MANHOLE = FLOW ARROW ta57 �lMr �• S��ti➢,ec: WATER & SEWER PLAN ..... wffiz�woor V&I-Aae STUMP SOUND TWP., ONSLOW CO., N. CAROLINA OWNER: WHITEWOOD ENTERPRISES ATLANTA, GEORGIA DATE: 11-17-93 SCALE: 1" = 60' 0 .0 U:0 FEET Parker & Associates, Inc. �.V1_" eot,Z�, Consulting Engineers - Land Surveyors - Land Planners P.O. Box 9" - Jacksonville. North Carolina - 28541-09918 Phone (919) 455-2414 - Fax (919) 455-3441 - o MqT Lri +Qw w ° I Chi/N 0R w LC)? V S EF C r�N�q z C N FOR CONTINUATION lj rtiS S33 SEE SHEET 6 OF 10 Qzz y #�2 SyFFTRCN < UJ UJ 4 O 38 c Nq C� &� �� 32 33 ST #11 CY 1 , 3 �tt V.C. 2.ST 37 CURVE DATA / . #10 . p CY WATER\ O ^� ST //8Y 0 = 689141491 R = 230. 0' vi I+ Z I INV. OUT INV. IN za.sa =' I� T = 155.86' MP�pI.�GI�Sf WAY + N zs.o �o t` _ L = 273.96' LC = 258 . 05 ' / ' / 50, P/W ST #12 IN !29.2 ST• �` RIP RAP EXIST. 8" NORTH TOPSAIL WATER k + a N 72'47'25' W y CY - - _ SCOUR PAD _ U ZOI _ s.r. Of p x SEWER. INC. SEWAGE FOR CONTINUATION SEE �. //m /- 4' ... ... ... ...._..._. ... o ......... w r? Q o INV. OU o in FORCE MAIN SHEET 6 OF 10 Q N 1 Qy on O ,D„ y z 30.77 0 I N ,. ST #14 P. t , ' 1 a 1 C� �L �(��\� 231 L.F. 8" S.S. 32,0 — 33,0 + F- ~ CY 2" V, WATER C. i 1' - 0 rn (p U '((7 �' / ,. , — 32.43 210 L.F. » » 8" S.S. + CJ Z W F" p W / p N G F o f p �S m `� �i l h o ! \ TEMPORARY CONSTRUCTION ENTRANCE (SEE DETAIL) 31.6 �n a �^ 1 31,3 �� N 73'OS'11" W (n C_ � W � w W ' v m ' - - _ } -- _ _ \ +� S.T. - - / 5. S/ 6"PVC 5� 2' TAP 2" G.V. � I INV OUT RQ�,Xf ISO ...—... w ... ._—_.-��0 ...�.. F.9 100/ WATER 18 6. FEH S 28.40 T #9 TAP WATER BORE t 00 0REVERSE 0� 61 L.F. 8" S.S. 33.59 — �� ��. .Lp CY RIP RAP SCOUR PAD (SEE DETAIL) ' O 0o — 130 L.F. 8 / z 6"X6" TAPPING � � � S T '9 �j� t4j 16 O 15 Q® O SLEEVE AND _... _.. . . ... Six 17 87 GATE VALVE S 38'40'00' E 31.6 �9 I 2" TAP 2" G.V. P.V.C. 2 6� 1 1 EXIST. 6" PVC ONSLOW I ST #15 CY 'y WATER CO. WATER MAIN I I J,-57 ko INV. IN rn x I rn 24 23 22 ��O^ O 30.95 Q \ O 0 M.APLECREST WAY — 50' R/W co II II w w w o w U 1.1 Q J -1 Q - r-0 Z O O Q W r- F- ~ + W + Q + O Q k 00 N -4 g O O M - p N Q W� 00 W p p Lo LLJ I") , W 00 W QUj W r O �t Z Q p p n> O O nO r p N = o > U p w w z D Z Q C Z Q 0 z 0 Z C W Z 0 W C31 m W W (n (n N C_ (3j (n F 3 (n (n F :2 N F ME o F 0 F C_ (--4j Z :2 o (n F- C (-:)j Z 40 40 +2.40% - -- -- ----- +0.40% „ 100 L.F. --- S. S. ., -- — — — — — — — ®1 30 30 ° ° 231 L.F. 8" S.S. ® 0.40%I F R" —� 20 20 n_ 00 x Z n (31 9 00 10 00 MAPLECREST WAY 50' R W y V LkJ x � o (o N N WHITEWOOD VILLAGE OWNER:p WHITEWooDx N N O ENTERPRISES tA14"r z z z z z z tfcl2::Qcl STUMP SOUND TWP., ONSLOW CO., N. CAROLINA ATLANTA, GEORGIA M�S`�;,•` 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 Parker & Associates Inc. �xu Hoxy�i , SHEET Consulting Engineers - Land Surveyors - Land Planners ,t 4 OF 10 DISK ACAD 137A P.O. Box 976 - Jacksonville. North Carolina - 28541-0976 Phone (919) 455-2414 - Fax (919) 455-5441 FILENAME YVV_PP1.0Y� DATE 11-17-93 SCALE 1'- 40' HOR12. 1"= 6' VERT DRAWN BJT\LAM DESIGNED TMS JOB ND. C930710-G1478 MATCHLINE STA. 9+21.33 FOR CONTINUATION W SEE SHEET 4 OF 10. DITCH ON It s o ® 0.40% 0 P.C. STA. 9+26.80 RIP RAP f SCOUR PAD RC o oS RCD INV N C. GRIP � / 28.54N NAp 8 3 28.40 DUT 38 EXIST. 6" P.V.C. ONSLOW ICURVE COUNTY WATER MAIN DATA ST #7 1 �1 ST #6 Cy 0= 89.53'35" R= 230.0' o CURVE DATA 3"xa" TAP EXIST. 8" NORTH TOPSAIL Cy T= 229.57' R= 300.0' °� CAEEVE ANDNc WATER & SEWER, INC. e• P WA C. �� \ <v L= 360.85' T= 89.11' S VAL SEWAGE FORCE MAIN 14R LC= N 28.08'23" E L= 173.25' 9 \ �V� P 324.97' LC= N 33.21'02" W N 9 FOR CONTINUATION SEE SHEET 7 OF 10 170.85' 930V /N Ns 5. BENDS s>S \ 53 aS� �� ^ I 2 jO/N �O X I I Z T UNpE I2 " CO S D.I.�\ DIT 53 N R cyf R \ �' gk8 SAP 13 \ RIP �\ \ `� �P II I 3' 43 O � � + \ \\ g 0 00 \\ \ 2a 5 NE R RAP \ scouR Lj 39 ro 41 O 42 O 44 O s k SO 20fu, 3 „> pAD \ N FOR CONTINUATION 2" d 5 �P. INCn = 3" FORCE O SEE SHEET 3 7 OF 10 WA, P-V.C. °s O 0 1 E\ \ s 2s, IpT 2; Tqp r'9 40 O j I I I z m INA/NW AGE O ci 3. CMEC a N 'NAIWI \�R` �s Wq� SE TM \ Im I_ 1 ID lfAL� N3.STACI O (S� Bolt WP f >> \ a / / ST #CY in V D I C NINSTTERED ®ALL T H CROSSING N oLT N 7- WATERF R iCEI -CRED \ AIRCS � l• (9 31A II 15' 31,5 � OSS/NG O 6 C) 5.o 'Sw L° 59' S.T. StiF T 'op L INV. 29.g \ \ 2 _y 316 L.F. 8" S.S. O O '1' �� ST'MS ST � Cy � CO 179 L.F. 8" S.S. -P _ f— 189 L.F. 8" S.S. r \\ \ F� _.............. _...—... �O 10 ... N 16'48'24" W _... ... ... 31.5 TEMP O EN�gNc f (Ne D y = ff - O = 6" KA1pR C. O +O -' : f O O O // 2" TAP 2" G. 5 8• F A/C ON INS 6" �P?' C) 30.7 OUT 8• H. B• P,VC �y WghR 0) O Z v Q� 1V L� k 1 m Qv O� v m Oa' Q o O O 2 II m m �, x O O cn U) Of MAPLECREST WAY — 50' R/W ���� w J F' a Q w W J W W 0 r7 r7 W Q a O Q Q O to r O z ILL]Z + r7 O? r Q O r ZW- Q W CO � J CO j + O o O CZ W F OD J U-+ Uj— } J LL- _ O O O O O oN,0)w �- O j w Z Q w Z j Q 4 Z Q a_ z Q Q o Z j Q w z Q 0- j w O CD Q N O Q N cn 0- w Z cn a cn z cn cn cn F-- :2 a- cn F z cn 0 (-:)I z cn w cn w (= 1 cn w 40 40 18" R.C.P. + 0.28% — 2.24 _ 30 — _� CO VER — _� _ _ — — 30 L. F. 8 S.S.. L.F.S.S. .F. 8" S.S. ® 1. ° ° 189 L.F. 8 S.S. ° INSTALL 2 JOINTS 3" D.I. S.F. -wilm —� INSTALL 1 JOINT 3' D.I. S.F.M. 2 COVER UNDER DIM 3 P.V.C. 'EWAGE UNDER 2" WATER OSSING 00 ~ 20 20 c0 tri C 0 R R O R _ V) <n c4i w w i1 18400 19 00 20 00 MAPLECREST WAY - 50R W WHITEWOOD VILLAGE OWNER: WHITEWOOD ENTERPRISES ►��g 9= CO v' "~ " " Z Z z z z z z z STUMP SOUND TWP., ONSLOW CO., N. CAROLINA ATLANTA, GEORGIA t`vw �(j�°•..,.,,.. �a- M � C4J 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 Parker & Associates, Inc. Hory7. SHE -1 �piol 5 5 Consulting Engineers - Land Surveyors - Land Planners OF DISK ACAD 137A P.O. Box 976 - Jacksonville. North Carolina - 29541-0976 Phone (919) 455-2414 — Fax (919) 455-5441 FILENAME WV_PP2.OWG DATE 11-17-93 SCALE 1"= 40' HORM 1"= 8' VERT. DRAWN 8JT\LAM DESIGNED TMS JOB NO. C930710-G1478 1 k/0 �\ NAD B3 \ FOR CONTINUATION FOR CONTINUATION 0 10 SEE SHEET 4 OF 10 SEE SHEET 4 OF 10 �INNATION FOR CONT 5 OF Q�Q 4 SEE SNEE \ o 25 O 6• 6" 6" TEE N n ST #12 G.V. -a CY F.H. IY1r 2 n \ N ' I 2• P.V.C. WATER 26 / /" / w 1 y 1 33es, 1 0 / O C(VYI WACIRCLL 2" B.C.Bo 34 O \ ST #5 \ CY N11 GV�"'" \�,I 17 INV. IN I l 29.2 C, 50� �� W ASSEMBLY 1 yn� R� V`7 r \� M.N • # 46 g3 MAP LECREST I I IT1913LV CIP(le /29.29 ¢ 1 N II 50 �� —� _ / q o= %O CURVE DATA > \ '. INV. IN _ 89°53'35" ¢ \ / �iS STA' ' . 131,6 �0 R/w 32.a 3L8 27 N 16'S4ST"#W U s R= T= 230.0 I soza2s" \ O 229.57 z• B a L= 360.85' O o �� \ ASSOABLY 31.6 } 33.59 �� 195 L.F. 8" S.S. 33.7 3' is o O n � 165 L.F. 8" S.S. 33.3 1� 1 LC= � w N 28 08 23 E + I 33.0 s' 324.97' 39 29.2 cn 1 100� 8" S.S. 1 Z 30,2 I 15 gUp j 0+o ED CRES1 31�... ... ...—... F1. #10 CFMEUA ( — _— M. p+pp ��... / 35 _ B F1. f7 QUINCE EST �. 29.7 M• p+p0 PLECR S1Aj M ' + LECRES 6.3 , MAP SSA• sr 10 #CY W + 01.3g MA I SSTA S-�A• 2+p8.2g 1 / N ao•o6'19" E 32� C� ,�, S 2• TAP 2' G.V. I 11 l ASSEMBLY 1 I INV. OUT00 h ¢ / / I 28 29.0 I I 0 I j 2• P.V.C. r /RIP RAP 2• TAP 2• P.V.C. / 4. I SCOUR PAD 2• a� WATER 12 ki 29 n sue? F 15'� r RIP RAP I SCOUR PAD WATER 37 36 �� O �1 �? r // 38 INV. OUT / » � /h. �O ��, x I �p ��� X zs.10 3o �s � " �s F , 3 SEE CON rrNCn I SHEET FOR CONTINUATION SUOFI7 o FOR CONTINUATION SEE SHEET 4 OF 10 SEE SHEET 4 OF 10 RED BUD CIRCLE - 50' R/W CAMELIA CIRCLE - 50' R/W QUINCE COURT - 50' R/W W W � U II U 11 W J Q J CL W Q U Z W Q Q� Q O N r7 � O N � Uj O 00 � W O O ,� W O n LJ O O W c0 r7 W O to O W O O O O O O n O /1 N' ,CV Z a Z U a- 0_ (n U) U 0_ N a- (n Z U W (n (n H (31 - n n n n c3�N H 40 40 _ 40 40 + 0.06% o 30 195 L.F. 8"S.S ® 0.40% 30 30 30 165 L.F. ---- -- — S•® 2• �— F1, 20 20 20 O 20 -- C) O N 00 IN N 112, N 0 N Ir— Z z_ Z e — C-)�j Z "Co Z 0 00 1+ 0 2 00 RED BUD CIR., CAMELIA CIR., QUINCE CT.-50' R/W o tia, ,, CD C4 N rn AR WHITEWOOD VILLAGE OWNER: WHITEWOOD °° N N a N z o z0. ENTERPRISES lets R ;9 - Z Z Z • STUMP SOUND TWP., ONSLOW CO., N. CAROLINA ATLANTA, GEORGIArNr + C� z Z z ou C'`I z 0+00 1+00 2+00 3+00 0+00 1+00 2+00 3+00 Parker & Associates, Inc. Hon�� SHEE 'Imaa"'•" �,Q„� 6 OF 10 Consulting Engineers - Land Surveyors - Land Planners DISK ACAD 137A P.O. Box 976 - Jacksonville, North Carolina - 28541-0976 Phone (919) 455-2414 - Fax (919) 455-3441 FILENAME WV_PP3.DWG DATE 11_17-93 SCALE 1"= 4-0' HORIz. 1"= 8' VERT DRAWN BJT\LAM DESIGNED TMS JOB NO. C930710-G1478 i �P iP y W� � P.V.C. a 9, O� O F p O k 00 SFFR co syFF TNT U O z z o 0o y� r� qT pN Vo O 3, K. SFM.�C. FOR SEE CONTINUATION SHEET 5 OF 10 ~ tip h Y TAP °� \ 2" G.v. CO / / CURVE DATA o = 33'05'17" O 1 I �� / � R= 250.0' 6" P.V.C. INSTALL 1 JOINT 3" D.I. 36 0 41 1�� ^� / X o T= 74.26' L= 144.37' WATER CENTERED O S.D. CROSSING �. / uj t / / s 37736 44 LC= N 56'38'57" W 4g 47 T I 41 SEWAGE PUMPING .\x �P. �y>F OS h x S wQy 142.38' 4 O S fi �/1 A 0+00 m I + / (SEESTAT SITEPLAN) „A„ \IS N 11NE ,.A„ ST A. N LINE k00 . \ + _ 13+97.09 MAP S 73'11'36" W 185 L.F. E" S.S. M 3 5' 6TEE / y 3 N > s ¢ECRE$T > 3 0dr6' '� 2' B.o. ° °° 1:�:'9�YO ;9. 31,9 R-'r ...—_.—... ASSEMBLY 1 ON 8)5WAFMNT R Q z r � feFN �F.$'Cpti q IP N SS�NCipE,O \\ 34n �- 41 34,0 312 L.F. 8" S.S. 34. 0 I 4g 6 " 4' 3P..C. 42 S.F.M. 0 � m 46 Sjq. �`7 z O 53 325CpS4+639p z S 40'06'19" w FOR CONTINUATION 51 \ SEE SHEET 5 OF 10 52 OAk PALE L*9 S ? 5OI �� W 50 49 V. WATER C. \ i ®o�OspL SD \ o LINE "A" 0 OAK DALE LANE — 50' R/W z ry Uj II 0 w w I w W Q Q W 00 Q W Q J O W = ELI 0 Q rn zrn Q O 'o —_ M - W O + W Q O LLJ (0 O _ O 00 D O O N U O E M 0 0 w- O Z a Z 0 Z U W -- — Z Q Cl- a- m V) U) :2 W I- Z :2 (n (3) F- :2 U) U) � rn (n 1-) U) 40 40 40 0.0% — KAIKI 30 i 30 COVER 30 150 L.F. 8' S.S. @ 0.4 0 r— FORCE MAIN f-- 185 L.F. 8" S.!;. Cs 0.5 3" SEWAGE FORCE MAIN — 20 20 1 JOINT 3" D I. CENTERED 20 ® S.D. CROSSING ' Z Z N IIs 1+ 0 2 00 3 0 OAK DALE LANE — 50 R W & LINE "A" o Co (D r C7 � M WHITEWOOD VILLAGE OWNER: WHITEWOOD ENTERPRISES fro Z z z Z Z Z Z STUMP SOUND TWP., ONSLOW CO., N. CAROLINA ATLANTA, GEORGIAa��C►¢ f�-`��� e»' -"" 0+00 1+00 2+00 3+00 4+00 5+00 0+00 Parker & Associates, Inc. 7�ioF 10 Consulting Engineers - Land Surveyors - Land Planners — — DISK ACAD 137A P.O. Box 978 - Jacksonville, North Carolina - 28541-0976 Phone (919) 455-2414 - Fax (919) 465-3441 FILENAME WV_PP4.DWG DATE 11-17-93 SCALE 1"= 4C HORIZ. 1"= E' VERT. DRAWN BJT\LAM DESIGNED TMS JOB NO. C930710-G1478 I 2" 3 1 MUELLER CENTURION MODEL A 421 FIRE HYDRANT WITH 1-4 1/2" PUMPER NOZZLE AND 2-2 1/2" HOSE NOZZLES J I I I I � 1 IJ ii LI N 0 I d U L ___� j ol8 I I I I 00 0 4 ALTERNATE LOCATION VALVE AND VALVE BOX PRECAST CONC. COLLAR SET TOP 1" ABOVE VALVE BOX TOP az IN2 DUCTILE IRON PIPE TYPICAL PAVEMENT 1 1/2" 6" —DEWEY BROS. VBX-TE-100 VALVE BOX OR APPROVED EQUAL — 6" GATE VALVE I Rg M.J. LOCKED HYDRANT TEE OR TEE / \ WITH APPROVED PIPE RESTRAINT M.J. LOCKED HYDRANT ADAPTOR OR APPROVED PIPE MIN. OF 3 CUBIC FEET OF WATER MAIN BURIED AT SUFFICIENT DEPT CRUSHED STONE FOR DRAINAGE TEE TURNED DOWN, OR BENDS INSTALLED AS REQUIRED TO MAINTAIN VERTICAL CONCRETE THRUST BLOCK PLACED SEPARATION AT DITCH AGAINST UNDISTURBED EARTH TYPICAL FIRE HYDRANT WITH DITCH CROSSING NOT TO SCALE PRECAST CONC. COLLARS SET TOP 1" ABOVE VALVE BOX TOP VALVE BOX COVER / 12" M TAMPED EARTH THREADED COUPLING FOR CAP OF 2" CAP VALVE BOX - BLOW -OFF 2" PIPE BRAS L� 2" PVC PIPE PPLE 2" Cl 90' WATER BEND -' (THREADED) #67 STONE CONCRETE 2" GATE VALVE (IRON BODY) BLOCKING NOTE: NO PLASTIC OR GALVANIZED SCREW FITTINGS BEFORE VALVE. " BLOW- OFF NOT TO SCALE N.C.S.R. 1518 60' R/W 20' x 6" PING SLEEVE PAVEMENT GATE VALVE 4'± �� T5-1 -tAN. MIN.. I MIN. 18" BENDS TO BE PROPERLY MIN !- TRAINED AND BLOCKED 6" PVC WATER 38 L.F. STEEL CASING s U K N Q 3 m � in Q X 6 W N X W NOTES. 1) CONTRACTOR TO FIELD VERIFY LOCATION AND THS OF EXISTING OF WATER AND SEWAGE FORCE MAINS D ANY OTHER UTILITIES PRIOR TO BEGINNING BORE. 2) CASING THICKNESS SHALL BE PER D-O-T REOLMEMENTS. WATER BORE DETAIL NOT TO SCALE NOTE: MIN. SLOPE THROUGH MANHOLE WILL BE CENTERLINE INVERT. MAX. DROP THROUGH MANHOLE WILL BE AS FOLLOWS: 1/2" FOR 0' TO 45' CHANGE IN HORIZ. ALIGNMENT 1" FOR GREATER THAN 45' CHANGE IN HORIZ. ALIGNMENT d 1 p- 6 X 6 NO. 6 GAUGE SINGLE LINE 011 STEEL REINFORCED REIN IN CENTER THIRD OF WALL In O PLASTIC STEP W I- ALSO TONGUE & GROOVE. a ` CONE GROUT > "O" RING TAPERED LIFTING w RISER HOLE O E2 IT j1 1/4" BUTYL aRESIN GASKET- Qof GROUT 00 11/2 z f: io� ... ......... o E3 �6X6N0.6 6" GAUGE WIRE MESH DETAIL FOR MANHOLE �JII JOINT 15" &LARGER IN EXISTING MANHOLE s �I 1 /_� 3/4" GROUT BRICK e 8 NO. 4 REIN ROD TYP. 8' O.C.E.W. 6" 1 5' 48 5 6 I L COMPACTED NO. 67 NOTE: I MIN. 70" I r FOR 5-0" EXTENDED BASE MANHOLE STONE BED TO TOP BASE WILL EXTEND 7" BEYOND EXTERIOR OF BASE WALL. STANDARD PRECAST MANHOLE SADDLE CONNECTION CEMENTED IN PLACE TRUSS SEWER MAIN STAINLESS STEEL BAN TRUSS SEWER MAIN N.T.S. ASTM C-478 45' BEND —NOT TO BE MORE THAN 45' FROM HORIZONTAL 45' BEND PRECAST CONC. COLLAR. SET TOP 1" ABOVE CAP. CAASTIC SCREW 7-0 CLEANQEND _ D- 0 W Z W c� FROM UNIT 4" WYE j OWNER TEMPORARY PLUG 4" SEWER SERVICE _j DIRECTION NOTES: OF FLOW 1. TAP MADE IN SEWER MAIN TO BE BORED, SAWED, OR DRILLED, NOT PUNCHED BY HAMMER. 2. GASKETED IN -LINE WYES ARE SADDLE CONNECTION ACCEPTABLE. TYPICAL SEWER CONNECTION NOT TO SCALE OPEN TERRAIN HEAPED BACKFILL, NC UNPAVED AREAS SUBJECT TO TRAFFIC PAVED AREAS,' CRUSHED STONE OR GRAVEL ROAD SURFACE BACKFILL MECHANICALLY PAVEMENT BASE COMPACTED INITIAL BACKFILL BACKFILL, IN (HEIGHT VARIES :MBEDMENT 6" LAYERS 12 WITH HAUNCHING) 'ONE HAUNCHING (HEIGHT VARIES) BEDDING (HEIGHT VARIES) VARIES FOUNDATION (IF REQUIRED, DEPTH VARIES) NOTE: SEE SPECIFICATIONS AND TABLES GEN-1, GEN-2 AND GEN-3 FOR ADDITIONAL DETAIL TYPICAL SEWER PIPE EMBEDMENT AND BACKFILL SECTION NOTE: SOLID STAINLESS STEEL BANDS SHALL BE. 300 SERIES 1/2" x .05" (BAND —IT TYPE 316). ALL BAND CONNECTIONS SHALL BE DOUBLE BANDED. FOR PIPE CONNECTIONS 12" OR LARGER TWO (2) SETS OF DOUBLE BANDS WILL BE REQUIRED. NOTE: FLEXIBLE SLEEVE BOOTS SHALL NOT BE USED NTH CONC. PIPE. NOTE: LUBRICATE THE FOLLOWING: (1) PIPE EXTERIOR (2) BOOT INTERIOR ((3) BOOT EXTERIOR 4 STAINLESS STEEL BANDS (TOP & BOTTOM) NOTE: NO SCREW TIGHTENED BANDS SHALL BE ALLOWED. NOT TO SCALE MANHOLE WALL 3" MAX. 3" MIN. GROUT MANHOLE BOTTOM FLANGE CAST INTO MANHOLE B" THROUGH,12" PIPE SOLID STAINLESS STEEL BANDS (300 SERIES 1/2" x .03") OMPACTED #67 STONE MANHOLE WALL 3" MAX. STAINLESS STEEL EXPANDING BAND GROUT 8" THROUGH 18" PIPE STAINLESS STEEL BANDS SERIES 1/2" x .03") ACTED #67 STONE EXPANDING STAINLESS STEEL INTERLOCKING SLEEVE FLEXIBLE SLEEVE BOOTS NOT TO SCALE r SCREENED INLET VENT PRECAST CONCRETE WET WELL 8" SAN. SEWER STAINLESS STEEL BASKET STRAINER 1'-2 7/16" x 1'-8 1 /4" CLEAR OPENING 36" x 24" CLEAR OPENING - ° ° n e e e p _ Co° , d p ° NOTE: 1. SERVICE POLE METER AND DISCONNECT SHALL BE PROVIDED ALONG WITH A 110 VOLT WEATHERPROOF GFI DUPLEX RECEPTACLE FOR TEMPORARY POWER NEEDS. 2. AUXILIARY POWER CONNECTION, WHICH MAY INCLUDE BUT IS NOT LIMITED TO A DOUBLE THROW DISCONNECT SWITCH AND GENERATOR RECEPTACLE, IS TO MATCH NORTH TOPSAIL WATER AND SEWER CORP. PORTABLE AUXILARY POWER SOURCES. 3. FOR ADDITIONAL INFORMATION, SEE THE SPECIFICATIONS. SEWAGE PUMPS - O PLAN VIEW NO SCALE 3" DUCTILE IRON c 3" P.V.C. DUCTILE IRON p - TO P.V.C. ADAPTOR APPROX. FLOAT LOCATION CONTROL PANEL WITH DEAD FRONT AND BUILT—IN FLASHING LIGHT ALARM 2" DIA. CONDUIT FOR PUMP PROVIDE LOCK FOR CONTROL PANEL CABLES AND FLOAT CABLES WITH PLIABLE, REMOVEABLE BOLT PIPE TO GUIDE RAIL SPACER TO KEEP SEALANT INSIDE WETWELL AND RAILS PLUMB. CONTROL PANEL TO PREVENT GAS AND MOISTURE LEAKS. 4" D.I. SCREENED INLET VENT 12" TOP ELEV. 34.4 12T 12"f p ° n ` ° ° ° ° o o ° o p ALUMINUM DOOR p 6" GRAVEL 33.4t �Oo°o°o°o°o°o°o°o ° ° o 0 0 0 0 0 0 0 •000.°o°o0000100 '°0°0°0°0°0°0°0°01C °s°°°ooe° &FRAME HATCHES a °,°°°,°°°°°o°°°° WITH LOCKS w°°o °s^ STANDARD PRECAST p - > CONCRETE MANHOLE o WITH EXTENDED BASE z 0 n 3" P.V.C. 2-1" STAINLESS STEEL 1 1/4" STAINLESS PIPES (GUIDE RAILS) p - STEEL PIPES (GUIDE RAILS EACH SIDE) ° ° 11" APPRO . d DUCTILE IRON TO P.V.C. ADAPTOR STAINLESS STEEL BASKET LIFTING TEE CABLE (SIZE AS REQUIRED) I ° ° p GATE VALVE (EACH SIDE) o , 8" S.S. I op STAINLESS STEEL INV. IN 22.71 p - /2 MAx. PUMP LIFTING CHECK VALVE (EACH SIDE) CHAIN OR CABLE ° MERCURY FLOAT SWITCHES (SIZE AS REQUIRED) d ALARM ELEV. 22.71 STAINLESS STEEL `d BASKET STRAINER. p - LAG PUMP ON ELEV. 22.21 3/16" DIA. 303 S.S. ROD WELDED d HOLDING ° LEAD PUMP ON ELEV. 21.71 CONSTRUCTION p - p 2 X 2 3/16 MESH ° BRACKET PUMP OFF ELEV. 20.71 I I p - SEWAGE PUMPS p e , 3" DUCTILE IRON d / e p - GROUT �;j;: r GROUT p 12" EXTENDED BASE BOTTOM ELEV. 18.71 p- ° ° ° ° ° ° ° ° ° ° e MIN. o° 0° o o o° o°Q, o° 00 0° O °o 00 O o° " oO ° o° o o° o °° o0 000° 000°°o�0 0 00 0 Q)001 0'3Q ° °o°o°o° o° o °o°o°0 00 0 o° 12 MIN. CRUSH D STONE B o0 0° °o 0 0°0 0°0°0°0°0 0° ° o 0 00 ° o 0 o°O o000 000°°CJ 0 0 0°0°000 00 0° o° o o° o ° o° o0 00 0 0 ° o 0 00 o a °000 o ° ° °o°o °O° O O ° O O O° O °O°O °O O O° O °° °°O ° O° ° 00°O O O O O ° °° ° O O SECTION VIEW SEWAGE PUMPING STATION 2' DIAMETER CAST IRON MANHOLE AND COVER MOUNTED LEVEL WITH FINISHED GRADE GROUND - TI—z'-o•--i ., 112" STEPS PRECAST 4' MANHOLE (HEIGHT AS REQUIRED) 4' - ° 4, �-3" IRON BODY SWING CHECK P.V.C. TO D.I. 3" D.I.S.F.M. VALVE ADAPTOR - 3" SEWAGE FORCE MAIN s _ _ 6' --— --6" x 12' CONCRETE �'•; '•: : '• PEDESTAL (SUPPORT) 8' (HEIGHT AS REQUIRED) CRUSHED STONE CHECK VALVE MANHOLE DETAIL NOT TO SCALE 20'X20' 6' HIGH CHAIN LINK FENCE o WITH 16' DOUBLE o SWING GATE STA• 0+00 M INV. OUT 31.73 24 L.F. 15" R.C.P. ® 0.40% 20' Q L1� z `� Li J L0 00 3 �1 28 L.F. 18" R.C.P. ® 0.40% INV. OUT 30.29 r 46 45.54' O ° GRAVEL ENTIRE AREA TO 1' OUTSIDE FENCE 1 WITH 6" COMPACTED CABC 0 0 INV. IN 31.82 34, 31.9 SWALE ON R ROCK CHECK ®0.409 DAM INSTALL 1 JOINT 3" D.I. CENTERED ®S.D. CROSSING i 3' 12' WIDE 6" THICK GRAVEL DRIVE 30. S.F.M. 42 — 20' UTILITY & ACCESS EASEMENT INSTALL 1 JOINT 3" D.I. CENTERED ®S.D. CROSSING 00 INV. IN 3' P.V.C. 30:4 S.F.M. OL �_ ROCK CHECK ~Q O DAM Z �11 179 L.F. 8" S.S. 6" P.V.C. WATER F- ♦— w 316 L.F. 8" S.S. o :r of w 0 ui u1 —... f— N 16'48'24" W O U MAP.�Ck�5f WAY Li 50' U W o � o rn � o + r ; SITE PLAN CIO 1 " = 20' 0 NOTES: 1. Upon completion of installation, entire site to be graded to original contours and/or to insure positive drainage so that no ponding of water occurs. 2. All disturbed areas to be seeded or stabilized within 30 days of completion of work. 3. For additional information, see the specifications. IRI _)UMLC "X EARL PITTMAN D.B. 851, PG. 426 EXISTING CE DITCH 30.1 EXISTING 20' PAVEMENT M .... _.. --•- LISTON T. YOPP D.B. 208 PG. 260 REV. 1-28-94 LAM - CHG ENTRANCES PER D.O.T. "(a5 REV. 01-07-94 BJT REV. PIPE "E", ADD DITCH SECTIONS, VELOCITIES AND S.T. C.Y. SIZES. LINE DITCH INTERSECTION WITH 30 S.Y. 6" DIA. RIP RAP] JONES/ONSLOW EMC D.B. 786, PG. 346 LISTON T. YOPP D.B. 212, PG. 193 D.B. 158, PG. 438 EXISTING �>k fE DITCH 29.4 0 32 29 ST #5 11.7 CY NOTE: FOR DESIGN CALCULATIONS OF DITCH SECTIONS 2s.2s 5 �� 1C A -A, 8-8 AND C-C SEE THE EROSION AND SEDIMENTATION CONTRCL NARRATIVE. PRINTED a -as -ail K-5N PARKER & ASSOCIATES INC ,1 2 ICONSULTING ENGINEERS LAND SURVEYDAS LAND PLANNERS . P. O. BOX 976 JACKSONVILLE NC 28541-0976 SHEET 2 OF 10 FIELD BOOK: WHITEWOOD VILLAGE, =GS. 12-19, 21-22 DI`_:K "DAME: ACAD 137A F ENAME: WV-GEN.DWG ,OB NO.: C930710-Fi478 BJT DRAINAGE DATA Pipel Area Q10 Q25 Dia, Grade Length Q10 Outlet (acres) (cfs) (cfs) (inches) (%) (ft.) Velocity (fps) A 2.4 6.0 6.8 18 0.45 70 RCP 4.5 B 1,68 4.8 5.4 18 0.40 48 RCP 4.1 C 6.85 19.6 22.1 30 0.40 36 RCP 5,8 D 2,04 5.9 6.6 18 0.40 48 RCP 4.3 E 3,2 9.2 10.3 2-18 0,30 70 RCP 3,6 Q = CiA Tc = 10 Min,(plpe 'A' only) C = 0.4 i10 = 6.26 Inches/hour Tc = 5 Min. i25 = 7,08 inches/hour i10 = 7,17 inches/hour i25 = 8.06 inches/hour Control Velocity = 3.5 fps RCP = Reinforced Concrete Pipe General Notes 11 Entire Development area is wooded, 2. Entire right-of-way to be graded. 3. All culverts under street tc be reinforced concrete per North Carolina Department of Transportation specifications, unless ctherwise approved by the Engineer. 4, A minimum sight distance of 10' x 70' shall be maintained along the right-cf-way of all internal intersections. 5. 20 foot radii at right-of-way intersections, 30 foot radii at edge of pavement intersections. 6. Sediment control devices and structures shall be installed, maintained and amended as needed to provide effective control of accelerated sedimentation until the contributing watersheds are stabilized. 7. Upon completion of any phase of construction or development, a protective ground cover wlll be provided sufficient to restrain accelerated erosion within thirty (30) working days, 8. Alt materials and practices to meet North Carolina Department of Transportation standards, 9. For other detailed construction notes, see plan and profiles. 10. For additional information see Erosion and Sedimentation Control Narrative Report. LEGEND 33 4_41 x = PROPOSED ELEVATION 34.4x = EXISTING SPOT ELEVATION DITCH 36.... = EXISTING CONTOUR ST #6® = PROPOSED ROCK CHECK DAM 12 CY©= PROPOSED SEDIMENT TRAP (CUBIC YARDS) ® = RIP RAP SCOUR PAD = FLOW ARROWS = WOODSLINE Lr 9 8 94 rub 19 f A"l`� D E M 9 NAR 94 „ . Sm41 0. GENERAL GRADING, DRAINAGE, EROSI SEDIMENTATION CONTROL PLAN PW77 woos �il-,I�Aae STUMP SOUND TWP., ONSLOW CO., N. CAROLINA OWNER: WHITEWOOD ENTERPRISES ATLANTA, GEORGIA DATE: 11-17-93 0 30 60 120 180 SCALE: 1" - 60' FEET Parker & Associates, Inc. Consulting Engineers - Land Surveyors - Land Planners P.O. Box 976 - Jacksonville, North Carolina - 28541-0976 Photo (919) 456-2414 - ftx (919) 455-3441 M �1 3 MI CHANNEL DEPTH VARIES N3 MIN. \y/,\J/\; Y Y IN CHANNEL 1.5' MIN. A A y PLAN VIEW i7 STONE 7-5D--7 TYPICAL CHANNEL SECTION NOT TO SCALE NOTES: 1. CONSTRUCT CHANNEL TO DEPTH SHOWN ON PLANS. 2. ALL CHANNELS SHALL BE CUT WITH A 3:1 SIDE SLOPE, UNLESS OTHERWISE SPECIFIED ON THE PLANS. TOP OF CHANNEL 1/2 D BOTTOM B PLAN VIEW W = VARIES 1/2 W �+ d SECTION A -A 1/2D a W = CHECK DAM WIDTH D= DEPTH OF CHANNEL dm= MEDIAN DIAMETER OF STONE CHANNEL BOTTOM 6" EL TOP j CHANNEL-) 1 1 2D OIL \M1 1/2D SECTION VIEW D FLOW 1 2 D I 4" MIN MEDIAN STONE DIAMETER = SIZE --{ � #67 STONE 1. D = INSIDE DIAMETER OR WIDTH OF CULVERT 2. MINIMUM STONE THICKNESS TO BE SECTION B—B TWO TIMES SPECIFIED STONE DIAMETER. CAAEUA CIRCLE f REP 940 aAUE MAFWCR� WAy Y OAK DALE LME OCAL RESIDENTIAL ROAD CROSS SECTION D.O.T. STANDARD STRIP PAVED SUBDIVISION STREETS NOT TO SCALE RIP RAP SCOUR PAD NOT TO SCALE / \ NOTE. GIVEN DIMENSIONS ARE MINIMUM UNLESS OTHERWISE SPECIFIED BY THE ENGINEER FOR SITE SPECIFIC CONDITIONS. - FORTIFIED ROCK CHECK DAM' R I DEPTH ASSHOO PLANS ON P PLANS / 5 sI I f SWALE DETAIL I 18, I R/W 116' MIN. I I i ---- 50' R/W I EXISTING ROAD MIN' TOP OF CHANNEL NOTES: 1. MAXIMUM TYPICAL WIDTH 4'. 2. AT LEAST ONE TRAP TO BE LOCATED TO PROTECT ENTRANCE TO EACH ENCLOSED STORM DRAIN CONDUIT. 3. SEE PLANS FOR MINIMUM STORAGE VOLUME FOR SPECIFIC LOCATIONS. 4, MINIMUM VOLUME OF 3 C.Y. TYPICAL FOR TRAPS UNSIZED ON PLANS. 5. MAINTAIN LENGTH TO WIDTH RATIO OF 5:1 WHERE REASONABLY POSSIBLE AND SHALL BE 3:1 OR GREATER FOR ALL INSTALLATIONS TEMPORARY IN CHANNEL SEDIMENT TRAP NOT TO SCALE PLAN VIEW STABILIZED CONSTRUCTION ENTRANCE NOT TO SCALE Construction Specifications 1. Stone size — Use MSHA size No. 2 (2-1/2" to 1") or AASHTO designation M43, size No. 2 ( 2-1/2" to 1-1/2"). Use crushed stone. 2. Length — As effective, but not less than 50 feet. 3. Thickness — Not less than six (6) inches. 4. Width — Not less than full width of all points of ingress or egress. Minimum of 12'. 5. Washing — When necessary, wheels shall be cleaned to remove sediment prior to entrance onto public right—of— way. When washing is required, it shall be done on an area stabilized with crushed stone which drains into an approved sediment trap or sediment basin. All sediment shall be prevented from entering any storm drain, ditch, or watercourse through use of sandbags, gravel, boards or other approved methods. 6. Maintenance — The entrance shall be maintained in a condition which will prevent tracking or flowing of sediment onto public rights —of —way. This may require periodic top dressing with additional stone as conditions demand and repair and/or cleanout of any measures used to trap sediment. All sediment, spilled, dropped. washed or tracked onto public rights —of —way must be removed immediately. SYMMETRICAL CUL-DE-SAC -- NO CUR D.O.T. STANDARD NOT TO SCALE AND GU 90-z-zs-94-TA5- CNW4. a/s PI1111 st"rFf FRA =:11, 1:1. REv- l'ZS-94 (Am - Re. AD. Cx Ss SE,-rie- DE77,,- 1 e JNSLOW EMC / D.B. 78 � D.B. 786, PG. 346 INV. OUT 30.75 / b. 90�+� INV. IN �v 0 30.44 0 o �J` \Q APR QPO 33 / 3` ° °I ` TEMPORARY CONSTRUCTION . c 31. 10 r,,`3 ENTRANCE (SEE DETAIL) EXIST. oh Cy INV.INV. OUT \_ Y +5..!.'' .��'S 29.18\ C� Co / ,0 ...33 EXIST. - INV. IN .. 33 /.. _ . . 30.11 31 52 F 33.6 x 31.5 1 0 l,�� /. 31.5 t EXISTING / 31.. / 20' PAVEMENT 49 33 / 0 j� 3' . S� 6 $� 0�.... / 0• 33 �f So' 0 0 09N 32,5 5 34,0 f I o 43 �0 .. v3i® LISTON T. YOPP =n ®li" 46 D.B. 212 PG. 193 / SOS �o 00 0 48 �...� 0 I 33 O6 --- INV. OUT 1 D.B. 158, PG. 438 30.84 / 655 s1� 26 � 11 INV. IN y G{ BSI'\T 32.2 b. i.G�P� O�P\�P Q �y POhpd .000 0o -- 25 PFty `SLOG 31,8 WE DS : SW ALE ON R 31.9 ° ti0 MQO AGE �y Qos S S 9,:`` 0 4pi� h��P'\' 32.6 SIPS O / \ 33 . h3 33 7 20\ `� O 32°i x I 41 S 3 CY 33 _34. .. ... ..... 3132 ...24. F y / 35 Q 20' O 28 36 311��'- 'w. 2/ � ..� � 31,5 33 31.1 30.2 ` 33.59 3176 313 f ' I 23 x 333 39 EXISTING 1� 32.0 O / / - DITCH 29.4 \ \ NOTE: CURVE TO BE CD 30, Q SUPER ELEVATED. SEE / / 32 \ _ ' PLAN & PROFILE. 31 a9 � ST #v 37 38 / J 4.7 CY - 2 / ST #5 32 V 33 78 ST #10 ST #8 2��,K/ h - 11.7 CY 4.7 CY 2.0 CY INV. IN ST #6 / ��• NOTE: 28.54 INV. OUT + NV. IN mac// FOR DESIGN CALCULATIONS OF DITCH SECTION 22 \ MAGf'I �CnSr WAY i I t< Z9 0 21.0 CY / +� / 2s 2s S 0 A -A, B-8 AND C-C SEE THE EROSION AND \ 50� IC� W ST #12 INV. 29 4IN Q 0 +`0 �� C - SEDIMENTATION CONTROL NARRATIVE. RIP RAP NOTE: CURVE TO BE \ 12.3 CY SUPER ELEVATED. SEE \--_ SCOUR PAD / 32 PLAN &PROFILE. -- -- --- x 32,0 Dx 32.43j c° »C»..� 33.0 EARL PITTMAN ..�_ y Q �. Rpo�P + I, _.. ... INV. OUT D.B. 851, PG. 426 WETLANDS 29.10 ST #7 \ �. 21 ST #9 z INV. OUT 9.7 CY 29,7 28 / 13.7 CY 28.ao �C5 RIP RAP 11 nT7�7r}r�s7� / 32 0 ® SCOUR PAD - PRINTED- pi -as Qy KSF1 32 20 19 t 8 17 16 15 © © t 4 12 PARKER 6 ASSOCIATES INC Con MMG MAIMaEP M LAND SURVEYoas LAND PLANNsas ........... ........... .32. 9716 JACYSOHy!'y1.E .....32 ........... 2 . _. 27.8 .. KC 26543-0976 ..33... .. _ .. ........ .30 :: 33 .. .. .. _ .. . .. .. .. 33 31 ...... .. .... .. .31 EXISTING au-31.. :. ¢ DITCH 27.5 . ,32 ., 31 3a . 32...... 32 33. - 32) LINE SHEET 2 OF 10 EXISTING EXISTING EXISTING EXISTING EXISTING 29 28 28 J DITCH 30.1 CL DITCH 32.6 q DITCH 29.6 CL DITCH 30.0 fE DITCH 27.5 29 30/ 31 32 LINE DITCH INTERSECTION .I LISTON T. YOPP �-H 30 S.Y. s_DIA. RIP RAP] FIELD BOOK: WHITEWOOD VILLAGE, FIGS. 12-19, 21-22 D.B. 208, PG. 260 DISK NAME: ACAD 137A FILENAME: WV-GEN.DWG REV. 1-28-94 LAM - CHG ENTRANCES PER D.O.T. TMS REV. 01-07-94 BJT REV. PIPE "E", ADD DITCH SECTIONS, VELOCITIES AND S.T. C.Y. SIZES. JOB NO.: C930710-F1478 BJT TO NORTH TOPSAIL BEACH TO N.C. HWY 172 2 N.C. HWY 210 .0 'sue SITE J __N.0 S R. 1553 VICINITY SKETCH NOT TO SCALE DRAINAGE DATA Pipe Area 010 025 Dia. Grade Length Q10 Outlet (acres) (cfs) (cfs) (inches) (%) (ft.) Velocity (fps) A 2.4 6.0 6.8 18 0,45 70 RCP 4.5 B 1,68 4.8 5.4 18 0.40 48 RCP 4.1 C 6.85 19.6 22.1 30 0,40 36 RCP 5,8 D 2.04 5.9 6.6 18 0,40 48 RCP 4.3 E 3.2 9.2 10,3 2-18 0,30 70 RCP - 3,6 Q = CIA Tc = 10 Min,(plpe 'A' only) C = 0.4 i10 = 6,26 Inches/hour . Tc = 5 Min. i25 = 7.08 inches/hour i10 = 7.17 inches/hour i25 = 8.06 inches/hour Control Velocity = 3.5 fps RCP = Reinforced Concrete Plpe ' General Notes 1. Entire Development area is wooded. 2. Entire right-of-way to be graded. 3. All culverts under street to be reinforced concrete per North Carolina Department of Transportation specifications, unless otherwise approved by the Engineer. 4. A Minimum, sight distance of 10' x 70' shall be maintained along the right-of-way of all internal intersections. 5. 20 foot radii at right-of-way intersections, 30 foot radii at edge of pavement intersections. 6. Sediment control devices and structures shall be Installed, maintained and amended as needed to provide effective control of accelerated sedimentation until the contributing watersheds are stabilized. 7. Upon completion of any phase of construction or development, a protective ground cover will be provided sufficient to restrain accelerated erosion within thirty (30) working days. 8. All materials and practices to meet North Carolina Department of Transportation standards. 3, For other detailed constriction notes, see plan and profiles, 10. For additional information see Erosion and Sedimentation Control Narrative Report, LEGEND g M 94 34A x = PROPOSED ELEVATION ��14 34.4x= EXISTING SPOT ELEVATION .._ = DITCH 36.... = EXISTING CONTOUR ST #6 = PROPOSED ROCK CHECK DAM 12 CYO = PROPOSED SEDIMENT TRAP (CUBIC YARDS) ® = RIP RAP SCOUR PAD = FLOW ARROWS = WUODSLINE ii V, FEB 2 8 1994 U• �� x '_ °' U FEB 2 8 1994 ................... a b DJE M.a of-Zd 9`� �4. , V , GENERAL GRADING, DRAINAGE, EROSIon-'& SEDIMENTATION CONTROL PLAN KH17"1 wooV V&1-�Alae STUMP SOUND TWP., ONSLOW CO., N. CAROLINA OWNER: WHITEWOOD ENTERPRISES ATLANTA, GEORGIA DATE: 11-17-93 0 30 60 120 180 SCALE: 1" = 60' FEET Parker & Associates, Inc.15w"b� Consulting Engineers - Land Surveyors - Land Planners P.O. Box 976 - Jacksonville, North Carolina - 28541-0976 Phone (919) 455-2414 - Iaz (919) 455-3441 4 — — — — — — — — — — — — — — — — — CHANNEL / DEPTH 1 VARIES 1; ' 3 MIN. 3 MIN. 1. 5' MIN. TYPICAL CHANNEL SECTION NOT TO SCALE NOTES: 1. CONSTRUCT CHANNEL TO DEPTH SHOWN ON PLANS. 2. ALL CHANNELS SHALL BE CUT WITH A 3:1 SIDE SLOPE, UNLESS OTHERWISE SPECIFIED ON THE PLANS. 1 ROCK CHECK DAM 5 DEPTH AS SHOWN ON PLANS SWALE DETAIL TOP OF CHANNEL 5 20 MIN. (TYP.) FLOW 1 5' MIN. 1 1 INVERT OF — D CHANNEL FLOW j NOTES: 1. MAXIMUM TYPICAL WIDTH 4'. 2. AT LEAST ONE TRAP TO BE LOCATED TO PROTECT ENTRANCE TO EACH ENCLOSED STORM DRAIN CONDUIT. 3. SEE PLANS FOR MINIMUM STORAGE VOLUME FOR SPECIFIC LOCATIONS. 4. MINIMUM VOLUME OF 3 C.Y. TYPICAL FOR TRAPS UNSIZED ON PLANS. 5. MAINTAIN LENGTH TO WIDTH RATIO OF 5:1 WHERE REASONABLY POSSIBLE AND SHALL BE 3:1 OR GREATER FOR ALL INSTALLATIONS TEMPORARY IN CHANNEL SEDIMENT TRAP NOT TO SCALE 0 TOP OF CHANNEL 1/2 D 7 STONE Ii 1/2D =BOTTOM — B PLAN VIEW 0 W = VARIES 1/2 W SECTION A -A W = CHECK DAM WIDTH D= DEPTH OF CHANNEL dm= MEDIAN DIAMETER OF STONE CHANNEL BOTTOM 6" EL TOP 12" � �CHANNEL) 1 /2D D 1 1 2D r FLOW = r 4" MIN #67 STONE SECTION B-B NOTE: GIVEN DIMENSIONS ARE MINIMUM UNLESS OTHERWISE SPECIFIED BY THE ENGINEER FOR SITE SPECIFIC CONDITIONS. FORTIFIED ROCK CHECK DAM R/W CONSTRUCTION ENTRANCE PROFILE f 7 r----- - FLOW CHANNEL TrrTD )-- — ---�— I IN CHANNEL PLAN VIEW DIE SECTION VIEW 2 D MEDIAN STONE DIAMETER = SIZE 1. D = INSIDE DIAMETER OR WIDTH OF CULVERT 2. MINIMUM STONE THICKNESS TO BE TWO TIMES SPECIFIED STONE DIAMETER. RIP RAP SCOUR PAD NOT TO SCALE CAn EUA CIRCLE Cam. REO BW0 catLC6C /AAQLECRES( WA Y OAK DALE LANE LOCAL RESIDENTIAL ROAD CROSS SECTION D.O.T. STANDARD STRIP PAVED SUBDIVISION STREETS NOT TO SCALE 50' R/W 1 EXISTING ROAD I MIN. (SEE NOTE) 50' M;N. LENGTH R/W PLAN VIEW STABILIZED CONSTRUCTION ENTRANCE NOT TO SCALE Construction SmOications 1. Stone size — Use MSHA size No. 2 (2-1/2" to 1") or AASHTO designation M43, size No. 2 ( 2-1/2" to 1-1/2"). Use crushed stone. 2. Length — As effective, but not less than 50 feet. 3. Thickness — Not less than six (6) inches. 4. Width — Not less than full width of all points of ingress or egress. Minimum of 12'. 5. Washing — When necessary, wheels shall be cleaned to remove sediment prior to entrance onto public right—of— way. When washing is required, it shall be done on an area stabilized with crushed stone which drains into an approved sediment trap or sediment basin. All sediment shall be prevented from entering any storm drain, ditch, or watercourse through use of sandbags, gravel, boards or other approved methods. 6. Maintenance — The entrance shall be maintained in a condition which will prevent tracking or flowing of sediment onto public rights —of —way. This may require periodic top dressing with additional stone as conditions demand and repair and/or cleanout of any measures used to trap sediment. All sediment, spilled, dropped. washed or tracked onto public rights —of —way must be removed immediately. 0 SYMMETRICAL CUL-DE-SAC -- NO CURB AND GUTTER D.O.T. STANDARD NOT TO SCALE RB✓-z-z5-94-Tn5- cNru. a�s viisN ssePFf FRn r:I -r. ?:l. REJ /-2H-`J4 Wm - RE+ Rn C2cS5 SEcYION OE�+�[ TMS