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Home My WebLink AboutSW6111003_APPROVED PLANS_20111130STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW DOC TYPE ❑ CURRENT PERMIT APPROVED PLANS HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE�� YYYYMMDD GRAPHIC SCALE 10 Gooden & Associates, Inc Surveying ° Planning ° Mapping 1745 Cypress Lakes Rd Hope Mills, NC 28348 Phone:910-223-7766 Firm License: C-1992 Water Distribution Design by: Don B. Jessup, P.E. 105 Elington Dr, Fayetteville, NC 28306 910-864-7690 u FINAL FOR REVIEW NOT FOR CONSTRUCTION Engineer 1 ��/��IIIIIIIIIIIIVIIA0AA0��Awv _ , Water Distributio Only Shadow Creek McLauchlin Township Hoke County North Carolina -Supplement Sheet - Drainage Basin Delineation Pittman Grove Development Group, LLC 771 Bostic Rd. Raeford, NC 28376 10227 \ Storm Supp.dwg Oct 7, 2011 ( IN FEET ) 1 inch - 60 ft. NORTH Vicinity Map (Not to Scale) 11 Gooden & Associates, Inc Surveying - Planning - Mapping 1745 Cypress Lakes Rd Hope Mills, NC 28348 Phone:910-223-7766 Firm License: C-1992 Water Distribution Design by: Don B. Jessup, P.E. 105 Elington Dr. Fayetteville, NC 28306 910-864-7690 Sheet List Table Sheet Title No. Cover Sheet Cl Lot Layout C2 Grading Plan C3 Utility Plan C4 High Leaf Drive C5 Small Timber Lane C6 Old Blossom Court C7 Street Details C8 Water Supply Details C9 Infiltration Basin Details C10 Wet Basin Details Cl 1 Contractor must contact the North Carolina One Call Center (800-632-4949) at least 48 hours prior to digging FINAL FOR REVIEW NOT FOR CONSTRUCTION Water Qistributior\Only : DWQ Revision Shadow Creek McLauchlin Township Hoke County North Carolina Cover Sheet 5�cillecs' I, ,; r7 Pittman Grove Development Group, LLC 771 Bostic Rd. Raeford, NC 28376 10227 \ Details.dwg Oct 21, 2011 I C 1 Vicinity Map (Not to Scale) Beltons Loop 7 ^ a 39 Starlight 20748 SF Drive 36 56.08' Nib' 44.17"E 216, 37 20000 SF Randolph E Holliday \, DB`288 Pg 819 I . 1 83.72' S432' 44.41"W 1100.72' 100I .00, 100.00, 00 100.00' 100.00" 100.00'100.00' 111.19 3 T�' Oo m it w w !o �I� O o^ O o O l o° O o O O N 7 0 nl o\ \• \\\\ \ \`\\\\ O 3 n ' O 0 n i N 2LO.04 1 1513 SF ro N N 4 O N 5 o N o 0 V a\\\ \\ \\ \ \ N\ rn 21359 SF rn 20000 SF 03 N N ,n : o - o ao I Ni "'' \ \ \ 1n 20000 SF ' m N n in m 0 20000 SF rn 20000 SF to f 20260 F ( I a + rn 20000 SF `Y 4 \ 7697 sk \ \ \ N ;C30 \ \ \ C32 89.61' 100.00' 100.00' 100.00' 100.00, 100.00' N4' 32' 44.41"E 589.61' High Leaf Drive 50' RAV Public to S4` 32' 44.41"W 504,14' \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 5 82.35• O� G� `c I 92.00' 92.50' 93.00 93.50' -1 150.78 41 �tiV ° rob I I 21395 SF00. 90 at IX 0 w o00NI 20068 SF b rp'rn ioi I' /--`- \ �\ 0 / O40 tA� N I �I 15 - N 14 N 13 12 NI`� nl m apl // 10 -1 _ M_ N fiQ� ry r - - J L -to 20028 SF y 20021 SF En 20012 SF N W 2000� SE - JN v°D4`- 2 37 SF N ^ / / 69634 S i \ \ Q% \ \ \ \ / 20000 SF CD zgYSIS. I 1 I QSj jZ `° i / v28ys /S"/ssSs 2p0o.F �o 08• 16 0 N � 38 �N Lon 20427 SF M 20, F C1n 36 20000 SF ry / UII 35 28081 SF 174.55• d N � O 34 N� N 21680 SF 183.92' o _n 20293 SF i O .o n ' 92.01' 1- - - - - 92.5l'- - = - -N3 46 09"E- - -. - --93.51' c : 1 0.00'- - -J 75.00 S3'S4'56"W cly'- m \ : Y-= c � \' 93 01 I - ----- 20'Drainage asemenf -- ----I -- r -- - 157,5T 102.12 -- 111.21' �,G1 - - - 20' D rainage Easement � - - - - - - - r \ A rn o 00 3 0 20 Q' 21 00 22 0LO 23 P n' 24 I I 42565 SF \ \ ^ 1 O N N o: n N I� N I� N n N 3 ,w 16 d oo 19 o 0 20028 SF Z. 20021 SF Z 20012 SF Z 2000T SF Z 20112 SF 13 I r a o o a 20073 SF 20018 SF Z 1.04 oo \ I OOP Q00 Qoa , Z N Z !i a , 6 l0 31b to N e o ^ Q G ?2 88.79' 111.21' 92.00' 92.50' 93.00' 93.50' ^^ N2' 59' 30.711"E/�"5571 070��, Old Blossom Court 50'R YV Public N3'07'59"E \ \ 110.82• $2' 59` 31.030W 671.00' \\ 1.001 100.00' 100.00' 1 1 100.00' 100.00' I I 100.00' 100.00' I C \\\\ 0 I I I 1 II \ \\ EI I EI 3 w I wi w _ N O O N W O N. O N a,O N N Llj 1N \ \ 0 32 0 31 0 0 30 0 29 0 28 0 27 0 0 0 O \\ \ \\ 33 0 o O o P O rn o P' O o P O1l o P i C�. 0 P O a 0 \ r, N N 60' a N r N r N r N r a n N 21100 SF Z 20000 SF v00i 20000 SF I va0i' 2000 SF c40n 20000 SF 5 I of 20000 SF v00i 20001 SF` rl Z ( / °' I 1 45512 SF o o �1 I C4I --- 20 Drainage Easement I / 88.27' 100.00' 100.00' L - --100.00' - - - - --100.00--- - ,- - .100.00' - -- - 100.00'- - - -J ; 192.54' \ \ \ \ \ N2' 59' 32,88"E 1239.28' / Dasiree Hough / DB 145 Pg 447 / ( I R A P I I I C SCAI,I Gooden & Associates, Inc Surveying n Planning - Mapping 1745 Cypress Lakes Rd Hope Mills, NC 28348 Phone:910-223-7766 Firm License: C-1992 Water Distribution Design by: Don B. Jessup, P.E. 105 Elington Dr. Fayetteville, NC 28306 910-864-7690 Notes Pertainina to the Subdivision Ordinance • Zoning: RA-20 • Total Acreage: 25.67 Acres • Total Number of Lots: 41 • Smallest Lot Size: 20,000 sf • Total Street Length: 2200 ft • Building Set Back Limits Front: 30 Side: 10 minimum; 30 between buildings Corner: 25 Rear: 25 • Surrounding Zoning: RA-20 & RMH • Open Space IS required for this development. In lieu of dedicated Open Space within the development, the owner will remit the required Parks and Recreation payment. • Curbing is required and shall be either asphalt wedge, rolled concrete, or vertical concrete. Survey Notes • All Distances shown are horizontal ground distances • This property is subject to to easements and restrictions f re cord ecord • This surveyor does not certify to the existence of underground utilities (tanks, etc.) • No title search was completed for this survey. No responsibility is assumed by this surveyor for any conditions which may presently exist but are unknown, such as toxic or hazardous waste materials, cemeteries, and flood areas. This map does not conform to GS 47-30. This map is for construction reference only and is not intended to represent the actual survey. Information regarding the survey for this land is contained on a plat and will be recorded with the Hoke County Register of Deeds. FINAL FOR REVIEW NOT FOR CONSTRUCTION Engineer 1 I zi, s , /��illlllll llllllAAUVAApOA z i c ��. Water Distributio Only 2011-10-21: DWa Revision Shadow Creek McLauchlin Township Hoke County North Carolina Lot Layout Pittman Grove Development Group, LLC 771 Bostic Rd. Raeford, NC 28376 10227 \ Lot Layout.dwg Oct 21, 2011 C2 ( IN FB1:"1' ) I Inch - 60 ft_ I a -.� jr — j , 1 , , � — L. 2-- o II I"I " I I ;� 1;;-�" I i! I - ll� S GTRAP111(' SCALE ( IN FEET I I 111cil - 60 ft Gooden & Associates, Inc Surveying - Planning - Mapping 1745 Cypress Lakes Rd Hope Mills, NC 28348 Phone: 910-223-7766 Firm License: C- 1992 Water Distribution Design by: Don B. Jessup, P.E. 105 Elington Dr. Fayetteville, NC 28306 910-864-7690 Legend StormDrain W —W—•• W W Water Pipe El Inlet as Noted 1 FES 1120 Tee X Valve '(Zr Fire Hydrant 4D Blow Off ❑ Water Meter Cl ... Curb Inlet Y1 ... Yard Inlet Note: All impervious surfaces including roofs, walkways, and driveways, must drain into the storm sewer system by grading, piping, or other methods. I FINAL FOR REVIEW NOT FOR CONSTRUCTION Surveyor Engineer C"sy % A 1An, v SE A q 11,v Water Distributio Only 2011-10-21: DWQ Revision Shadow Creek McLauchlin Township Hoke County North Carolina Grading Plan Pittman Grove Development Group, LLC 771 Bostic Rd. Raeford, NC 28376 10227 \ Grading Plan.dwg Oct 21, 2011 C3 Scale I"= 60' I GRAPHIC SCALE ( IN FEET ) 1 inch — 60 fL All impervious area from of 25 will be piped or otherwise directed into the proposed yard inlets or into the wet detention pond. 0 Gooden & Associates, Inc Surveying - Planning - Mapping 1745 Cypress Lakes Rd Hope Mills, NC 28348 Phone: 910-223-7766 Firm License: C-1992 Water Distribution Design by: Don B. Jessup, P.E. 105 Elington Dr. Fayetteville, NC 28306 910-864-7690 Legend StorrnDrain — W —W—•• W —W— Water Pipe ® Inlet as Noted a FES Tee DQ Valve tj Fire Hydrant 4M Blow Off O Water Meter CI ... Curb Inlet YI... Yard Inlet Note: Public sewer is not available for this development. Private septic systems will be utilized for each individual lot. FINAL FOR REVIEW NOT FOR CONSTRUCTION Engineer g - . _. Y' a• 3 q ;� y_ Water Distributior\Only 2011-10-21: DWQ Revision Shadow Creek McLauchlin Township Hoke County North Carolina Utility Plan Pittman Grove Development Group, LLC 771 Bostic Rd. Raeford, NC 28376 10227 \ Site Plan.dwg Oct 21, 2011 C 4 Scale 1' = 60' e Gutter 6x6 STA: 2+26.57 18. 3+ 00 co W co Co Cl 13 STA:3+77.42 14.25L RIM:183.78 INV OUT:179.46 15" RCP .' .Qf ..................................................... A 00 Cl 12 STA: 3+77.42 14.25R RIM:183.78 //,/ INV IN:179.18 15" RCP Plug 6" Begin 2"J INV OUT:179.18 15" RCP STA:4+69.42 16.08R Gate Valve A: 2+80.26 18.12R Of `o 16 0 0 O 0 20B Cl 20A STA: 9+07.91 56.38E STA:8+81.94 28.65E RIM:141.59 RIM:143.46 INV OUT: 132.29 15" RCP Cl 16 INV IN:132.21 15" RCP STA:7+48.42 14.25L INV OUT.132.21 15" RCP RIM:153.91 INV OUT.147.49 15" RCP High Leaf Drive 50' R/W Public RAP ®020% .\.\• , ��.` .. -3... € I i e°ae d .. :... . ,F. . ,.. € H f i.., a .x, e ... ...... F., oCE\E '.:.:. ,[..s J .e:.. �.. .:.. E w _.... ._. a; •_ '. _ { F Ec o.� I _...§....a.E .......o.....e.....,. 26,.... 5+00 6 00 7+00 RCP m 0.50 8 60 N p• �� Z SDRk.-21 .. .. '.^C3 \ Cl 1580\ STA: 7+48.42 14.25R STA: 8+97:53 7.00R ` RIM:153.91 INV IN:147.35 15" RCP 2" Boll Valve INV OUT:147.35 15" RCP STA:4+791142 18.08R Cl 20 FH.Assby '', � _ STA:8+48.47 38.68R - STA:4+69.42 23.5OR RIM:145.65 . Flange:179.06 INV IN:131.83 15" RCP INV OUT:131.08 24" RCP o in N a® - v 10 19 - - - 19 185 18 165 165 _.. -. ;,_.... _._.._ _.... HIGH PT..STA: _3+00ZO HIGH PT ELEV: 185.50 - PVI- STA: 4+00.00- PM ELEV:185.00 Cl 15 K:23.81 $TA:7+4842 14.25R LVC: 200.00 RIM:153.91' - - INV IN:14735 15" RCP - - 19 ouui 49 6; 1880 INV OUT.147.35 15" RCP o m 0 ^180 160 + cwi _ 2" Ball Valve Lo A Vw ', .. 69 \ 9\55 CI 16 j m STA:4+79.42 18.08R w \ STA:7+48.42 14.25E FG - - - __ m - - _ \ _ RIM:153.91 -0.50% Plug 6" Begin 2" \' :INV OUT:147.49 15"I RCP_STA:4+69.42-48.08R18 Ec 18 1 \ 17 \ - 155 6"_ C-900 - - - - \ 18 - - \ B 170 \ 17 150 -_ \\ - 150 -_ Cl 13 \ STA:3+77;42 14.25E \ \-- RIM:183.78 Cl ZOA INV OUT:179.46 15" RCP \ \ STA:8+81.94 28.65L 17 -- - - 17 165 __ \ 16 145 _ __ \ RIM:143.46 145 Cl 12 I :'.'P. S ... _.\ _. INV IN:132.21 15" RCP STA:3+77.42 14.25R. \ _... \INV OGT: t32.21 15" RCP RIM:183.78 INV IN:179.18 15" RCP ----INV OUT:-179AB 15"_ RCP Y1-208 STA:9+07.91 56.38L 17 __ _ - _ - -17 160 - 16 140 RIM:141.5s 140 -_ - - .INV OUT.132.29 15" RCP - 16 _ _ - __ - 16 155 - 1 135 -_ . _ _ _ 135 -STA:8+48.41 Cl 20 \ - 38.68R - \ BIM:145.65 - - INV IN:131.83 15" RCP INV OUT.131.08 24"...RCP _. \ 721 5. of 38,00' of \ _ 16 - - __ 16 150 - 45 130 - -_ 130 15 125 O in m 0 m ko CV W O O N u7 r r 0 10 O Cl? O r O O V; CV O O d' 0 "� O O O r O O 07 CD In Co O a C12Cp-! is O O Co r b tlJ O m 1n m 6 O Ed O 1n ai CV .-k 0 m ti co Q) a} m C N 1L) N O a m C6 .a oi El - .n O O 00 m Go CQ Co Co.y 10 Co Co.-k e] to to O .r m Ca m cc m .-i a) Co m Co.y 00 m C• r r r .y m Co 10 m u1 in b O ti `U yi C W ,y .+ .-i rl .-r .y .y ." .-i ..a .- .�i ,�. 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 GRAPHIC SCALE ( IN FEET ) I inch - 40 it. Gooden & Associates, Inc Surveying - Planning - Mapping 1745 Cypress Lakes Rd Hope Mills, NC 28348 Phone: 910-223-7766 Firm License: C-1992 Water Distribution Design by: Don B. Jessup, P.E. 105 Elin9 ton Dr. Fayetteville, NC 28306 910-864-7690 Legend StormDrain I -•. W ..-W----W ---W- Water Pipe ® Inlet as Noted ® FES Tee N Valve '(::r Fire Hydrant 4J Blow Off O Water Meter CI ... Curb Inlet YI... Yard Inlet FINAL FOR REVIEW NOT FOR CONSTRUCTION Engineer fT ... i � 9 `tea, 44 Water 2011-10-21: DWQ Revision Shadow Creek McLauchlin Township Hoke County North Carolina High Leaf Drive Plan & Profile Pittman Grove Development Group, LLC 771 Bostic Rd. Raeford, NC 28376 10227 \ High Leaf.dwg 'Ie Date Oct 21, 2011 C 5 S'aie 1"=40' 1 " = 4' Vertical X Gooden & Associates, Inc Planning MappingSurveying . .... ...... 1745 Cypress Lakes Rd Y" Hope Mills, NC 28348 A . Phone: 910-223-7766 ... fp Firm License: C-1 992 'V 19541- En 110 M Lr, M'q < 'i a - Co - a. of + M UJ II II Q < > 19001 X La Ic 00 185-- FG 0.68X Cl 7 EG — — — — — — — — — — 4.59 14 25L — — — IRTW: 183.24 INV IN: 177.89 24' RCP INV OUT. 177.89 24" RCP 180-- 6x6 Tee 6" Gote, Valve 1n4i of 24 RCP 0 0.30% STA;0+31.02 25.§S1*:0+66.86 18.00R CI 11 STA: 4+98.96 20.62R 175-- RIM: 182.06 INV OUT: 179.22 15" RCP Cl 8 STA:4+98.96 20.621- RIM: 181.88 INV IN: 178.93 15" RCP INV IN: 117918 15" RCP INV OUT:178.43 24" RCP 170-- 165 -T— . L' . 1� 0 N 00 4 Edo N .0 .0 4 t': 00 %6 C6 'i co I IN L'i Co CID CD a 2. cri 00 M 10 00 M co Co Co Co 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 (3-3) W EE# LN IMIC, 6x6 Tee Plug 6" North Begin 2" North STA: 5+01.58 18.00R Water Distribution Design by: Don B. Jessup, P.E. 105 Elington Dr. Fayetteville, NC 28306 910-864-7690 Legend StormDrain W —W--- W - W Water Pipe ED Inlet as Noted 14 FES D2Q Tee Valve Fire Hydrant 4D Blow Off 13 Water Meter Cl ... Curb Inlet YI ... Yard Inlet FINAL FOR REVIEW NOT FOR CONSTRUCTION /ahn Z�-� --bT- DWQ Revision Water Only 75 IProject Shadow Creek McLauchlin Township 70 Hoke County North Carolina Small Timber Lane 65 Plan & Profile Owner Pittman Grove Development Group, LLC 771 Bostic Rd. Raeford, NC 28376 GRAPHIC S(AL,E ( IN 'IrEll ) I titrh - 40 it 0 10227 \ Broad Grove.dwg Oct 21, 2011 C6 S cote 40' 4' Vertical .4. 1 1 1 1 1 11 YI 21 STA:9+16.91 143.82E 24 RIM:140.42 , INV IN:129.06 30" RCP INV OUT:129.06 30" RCP LO N 25 ; 0 4 ao Oq a, ._.. Cl 23 , . STA:9+16.91 31.93L RIM:134.18 INV IN:129.84 24" RCP ,' INV OUT: 129.34 30" RCP b% �0 STA 9+35.2+ 7,001}' ' 28.50 ?RCP of 16 ®0:91�P 1, 26 ^ -19 175 - - 17 155 - - HIGH PT STA:__2+50.00 - - - - HIGH PT ELEV. 181.75 i PVI STA:!3+50.00 PVI ELEV:181.25 - K: 24.79 _ LVC: 200.00 I -sx6�ee--- .__ 0 - qn - - 18 170 17 150 - EG - _ Plug 6" North : N - "_ Begin 2" North _ - \.� - w \ - -- - - -0.50% STA:1+97.91 18.90L U m > LLJ f is RCP D 0.78% BO \ \ \ STA:0+21.70 32.38R ' 6' Gate Valve 16 145 \ - _ STA:2+58.91 18.00E 2" SDR-21 ! \ \ \ \ 2" Ball Valve -.. Cl fit STA:2+36.53 20._ ._ -- RIM:181.88 6" \ - Cog � \ -_ _ _... \ _ -. \ \ -_ \ _. _ � STA:1+73.ISifAt8�96.29 20.62E 00 \ \ w :. .. ._. RIM:182.06 INV-W:17S.93 15". RCP _ _ _- \ _. < - + - _ INV OUT. 15" RCP INV IN:179.18 15" RCP INV UUT:178.43 24' RCP - - - \ \ FH- Assby 17 $0 \ - \ 16 140 \ 0 \ STA:4+65.91 23.50L \ \ Cl 10in Flange:171!.76 \ \ a STA:2+36.91 14.25R Plug 6' Begin 2" \ \ - _ - \ - �` Y � RIM:181.74 STA: 4+65.91 18.001- ,\ \ w n INV OUT;179,27 15" RCP - - i 2' Ball Valve \ STA:4+75,91 \\__\\ 18.001.\ \ w II \\ in>,, - \ 17 155 \ __ 155 135- \ - - Cl 30- STA:4+36.91 14.25R RIM:173.59 INV IN:168.82 15" .RCP - INV OUT:168.82 18" RCP Faso \ - - 1 150 3.5 130 Cl 31 STA:4+36.91 14.25E Q` \ Cl 24 81.93': of 24" STA:8+36.91 14.25E RCP 0.50% - - RIM:173.69 -- - - RIM. --- BO : INV OUT.169.10 15" RCP : INV IN:130.75 18" RCP STA:9 35r34 � INV OUT:130.25 24" RCP - - - - - - _ - Cl 25 - STA:8+36.91 14.25R 16 145 _ 44 125 RIM:139.45 INV IN:131.01 18" RCP INV OUT. 131.01 18" FRCP _.. _.._. -15 140-14 120- - - -_ mm mm oComm l C' mm mm I03 0+60 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 W O n Co .-, 1- n O ra m 0 O -0 n W O N m Co N m N A n V n aD m Co � .-i .-, ra to O O . r- m Co ra a N 0 N b t` O om m10 �� , � �� o rmiw CQ." 45 40 Gooden & Associates, Inc Surveying - Planning - Mapping 1745 Cypress Lakes Rd Hope Mills, NC 28348 Phone:910-223-7766 Firm License: C-1992 Water Distribution Design by: Don B. Jessup, P.E. 105 Elington Dr. Fayetteville, NC 28306 910-864-7690 Legend StonnDrain --NF-••-W IN •-W- Water Pipe ® Curb Inlet ® FES Tee Valve tf Fire Hydrant -CT) Blow Off ❑ Water Meter CI ... Curb Inlet YI... Yard Inlet FINAL FOR REVIEW NOT FOR CONSTRUCTION joM Ti�iw�t� Water Distributior\ Only 1: DWQ Revision -roiea Shadow Creek McLauchlin Township Hoke County North Carolina 20 1 Old Blossom Court 15 I Plan & Profile 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 GRAPHIC ISCALF, ( IN PKF:T ) I inch - 40 tt_ M Pittman Grove Development Group, LLC 771 Bostic Rd. Raeford, NC 28376 10227 \ Old Blossom.dvvg Oct 21,2011 C7 Scole 1"=40' 1" = 4' Vertical p pm < 1 NOTES: =woo o m �Tn CONSTRUCT STANDARD SIDEWALK 5' WIDE AND Fm.MZ 1 x > 4" THICK UNLESS OTHERWISE DENOTED ON PLANS. 0 p]DO 1 = yop PLACE A GROOVE JOINT 1" DEEP WITH Lg" RADII z..or'I IN THE CONCRETE SIDEWALK AT 5' INTERVALS. =O= PZZ" ONE It" EXPANSION JOINT WILL BE REQUIRED AT 50' D D D INTERVALS. A 142" EXPANSION JOINT WILL BE REQUIRED cc c WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE. z SEE STO. DWG. 848.05 FOR WHEELCHAIR RAMP LOCATION REQUIREMENTS AND CONSTRUCTION GUIDELINES. m z 0 Cf r Z 2 0 m M -4 m N M vp Z rZ � LD O _ a 9 M Z 0 O _ p p m N � CA1 1 yyyyyyy CA1• Z r O-nDO mz x� =TZ�M xWoO Z MrT L„MOyN DD F C0 d y � O Z v'I v 12" JOINT oJOINT FILLER T = SIDEWALK THICKNESS TRANSVERSE EXPANSION JOINT IN SIDEWALK PLAN VIEW EXPANSION JOINT FILL" WIDE X 1" DEEP GROOV SAWN JOINT WITH JOINT BUILDING, SEALING COMPOUND WALL, ETC. Lg RAD RAD / PROPOSED CONCRETE PROP. C&G SIDEWALK " CONC. PAVEMEN' DETAILS SHOWING JOINTS IN CONCRETE SIDEWALK DETAIL SHOWING TYPICAL LOCATION OF WHEELCHAIR RAMPS PEDESTRIAN CROSSWALKS AND STOP LINES FOR TEE s PLAN 8RBOY PLNI BYIWOL CCF �� E CURB CUT FOR FOR POOP RAM FURWE RM WIEELOAIR RAMP R PLAN OF TOP SLAB m f9 z Ovr Z 0 w x - m = =m= G" I�E� YB "N" BARS V DO (A O = A p M4 BARB "U' IL4" m SECTION R-R m a z Cc v M Z m O DETAIL SHOWING TYPICAL LOCATION OF WHEELCHAIR RAYPS PEDESTRIAN CROSSWALKS AND STOP LINES PROPOSED WHEELCHAIR RAMP PROPOSED OR FUTURE SIDEWALK e" W : w �V �W �JA � eSeS SECTION S-S ALLOWABLE LOCATIONS ------------- DUAL' -- RAMP RADII........... ANY PLAN CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES TOP USE ON FLAT ELEV. EXPANSION JOINT ZDE3 26 ANO UNDER 3'- " o r 3'.0" DEPRESSED GUTTER LINE EXPANSION JOINT ELEVATION NORMAL CURB AH) GUTTER ON LIGHT GRADES EXPANSION JOINT-7NORMAL GUTTER LINE B" _ TOP USE ON GRADES OVER 29 ELEV. DEPRESSED GUTTER LINE II- - 10' i S'-0" EXPANSION JOINT MAX, o" ELEVATION NDPILAL CURB AND GAITER ON STEEP GRADES MIM>•IM OIYFWWSIOM9 AND QUANTITIES FORA CONCRETE CATCH WIN(BME9 ON WIN. MIGHT, M, NIIN MO MINES) • -_ DIMENSIONS OF BOX AM PIPE COI DIMENSION U.M. COMIC. IN BOX [ELECTIONS ONE PIPE C.Y. B.C. PIPE 8PA1 III0111 WIOTX SPAN YIN. INIOIT SARS-U BARS-V BAI1S-W TOTAL LBS. TOP GLIB BOTTOM SLAB M. INK. New.HE X 0 A B C D N E F N0. LEATH X0. LENGTH ND. EXOIH - -- -- -- -- -- 0.235 0.772 0.01 00.026 15" "_Om2'-2" 3'-0" 0.WS 0-829 0.023 0.038 1V 9'-0" 2'-2" -T_3" i O.= 0.M7 0._MO OlI4 24' 9'-0' 2'-2" 9'.9" 0.WS 1.W1 0.059 0.085 so' 3'.0" 2'-2" 3'-4" 4'-3" 1'-2" 4'-0" 4 1'-5" 2 9'-8" 3 3'-9" 39 0.123 0.321 1.4a3 0.W2 0.127 -it 98" 3'-0" 2'-2" 3'-10" 4'-9" 1'-8" {'-0" 4 V-11" 9 9'-9" 3 3'-8" 43 0.181 0.MR 1.714 132 0.178 42" 9'-0" 2'-2" 4'-5" 5'-3 1'-5" 9'-2" 4 1'-8" 2 2'-11" 9 S'-11" 92 0. 112 0.918 1.798 0.1W 0.249 48" V-0" 2'-2" 5'-0" V-9" 2'-G" 3'-2" 4 2'-3" 8 2'-11" 3 2'-11" 35 0.145 0.W2 2.052 0.MS 0.317 54" 9'-0" 2'-2" 5'-7" 8'-3" 2'a" 9'-2• ! 2'-10" 5 2'-11" 9 2'-11" H O.1W 0.388 2.387 0.287 0.401 • RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT N Typical Cross Section (not to scale) 2 foot wedge asphalt curb 9 inches STBC, Type A or Type C 2 inches Asphalt SF9.5A z O Oy pM < • y DO 0 ix �= 1LJ aI0-IZ fr110T X1 00y2 F.Fz y��ox> FW-VgpO FMZ>M a I- FH xwoo F-x zw z,.4�rm =wo"< � �D p?�CL _> IF J D O m z F 0 LL O J Z a a 3C W cc N o y LU a~ W CID x Z CO J C> z Z W 15UMtIHIC VIEW m z r IE FH CO NOTES: 1. DOMES COVER 2'-0" LENBTx N81 MILL YIIOIx OF THE m ESHAd-LDET FLOOR A9 ON THE MAIN,DETECTAIBLEFLOOR AS SHOM (n m z. ORTAIx TOM1 OCIITNSI MA CONTRAST M WITH EITHER LIGHT ON -DAM. NITx � a0� SEQUENCE HE ENTIRE HAMMSURFAM, OR pAN,(-p.LI9R 9eNENCE COVERING THE ENTIRE RNP. = x p .AAP WIpRI AREA N VARIEE --7 >> a p 0 0@ G c� n (9)C. 5 ND -0 Z Q° 0° Q° 0- ('cD cc IIAN Sox OF rro M0E o11iirEla a Txe MA1F o= U 00 O v C°) O W A MAW" X B 5' 0.0' 5.8' S.8' S.0'• 8' 0.0' 8.8' 8.9' 8.0'•• 7' 0.0' 7.8' 7.3' 8.W" 8 0.0' 8.8' 7.3' 2.0' 7.8' 5.0' 5' S 2.5' 8.9' S. 8.1' 4.0' 4. E' 5 3.0' 8.8' 8.3' CC S. 3.5' 9.3' 8.4' 4.1' 5 4.0' 8W 80' 3E fi 4.5' 10.8' BJ' 8.4' 5 E.0' 10.8' 8.8' 3.1' I AI" -I ' lA• B - X (M9") B - DIVAMM FROM FRONT EDGE OF SIDEWALK TO BACK POINT OF 12:1 WWII, SLOPE. BACK OF SIDEWALK DROP REQUIRED FOR ALL SIDEWR SLOPES. CONGER •• BMA( OF SILEMAIK DRIP REYIIREO FOR SIDEWAK SLOPES G.". T 1 OF 4 DETECTABLE WARNING DOMES 848.011184� 8.05 W 9IOEWAX 1d ar9.) B 0.01 ``YIN. I 0.04 (M1X.) 4 j 0.02 ((MORE.) �12n INN-XNYP SECTION B-B sIpPYOIK TxRN$ITION a B TRNR "N_ j. VARlI01E N"'. I MT ro ExaeD f2:1 Ie.asN) PLAN VIEW DUAL RAMPS ANY RADII 140" YIN. FLOOR WIDTNI z TIT NOTES: 3< i a F AA . z 1. CONSTRUCT THE WALKING SURFACE WITH SLIP RESISTANTANCE AND A 70% CONTRASTING COLOR TO THE SIDEWALK. ¢ U My j OLL „O„z ql M m O m _11 2. CROSSWALK WIDTHS AND CONFIGURATION VARY BUT MUST CONFORM TO TRAFFIC DESIGN STANDARDS. y z x W 0 y m 3 GENERAL STATUTE THAT ALL EORCURBS CONSTRUCTEDNTENANCE RES` V C x x z TRAFFIC OPERATIONS,INA PROCEDUNORTH REPAIRS, CORRECTION CORRECTION OF UTILTIESIRES ALTEREDING FORCANY AFTERQUSEPTEMBERD1, 1973 SHALL = O PROVIDE WHEELCHAIR RAMPS FOR THE PHYSICALLY DISABLED AT ALL INTERSECTIONS WHERE BOTH CURB AND GUTTER AND SIDEWALKS ARE N �'R PROVIDED AND AT OTHER POINTS OF PEDESTRIAN FLOW. ¢ O O 0 = = OF)a IN ADDITION, SECTION 228 OF THE 1973 FEDERAL AID HIGHWAY SAFETY ACT REWIRES PROVISION OF CURB RAMPS ON ANY CURB CONSTRUCTION MI-+¢ > y D AFTER JULY 1,1976 WHETHER A SIDEWALK IS PROPOSED INITIALLY OR IS PLANNED FOR A FUTURE DATE. O DID RICANS WITH DISABILITIES THE ECOEDTEXTENDS OF 1990 TO INDIVIDUALSWITH DISABILITIES. COMPREHENSIVE ECIVIL RIGH Gz p PROTECTIONSTIONS SIMILIAR THOSEPROVIDEO PERSONS ONTHE BASISOFRACE, SEX, NATIONAL ORIGIN ANDRELIOIONUNDERTHECIVIL YN a CD j U m W NO Tn �3C J z Z W V -WV.VV z ODD, H4 } a a a W0 LL J0F Z oOvx ¢z QU=O0 co�LL0J O Z M F > W O O 0 LL Z an Z a W a m N ¢ = a � v v HD It O O O W = H f F- x M N 03 Z J 0 Z 5W RIGHTS ACT OF 1964. THESE CURB RAMPS HAVE BEEN DESIGNED TO COMPLY WITH THE CURRENT ADA STANDARDS. 4. PROVIDE WHEELCHAIR RAMPS AT LOCATIONS AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. LOCATE WHEELCHAIR RAMPS AS DIRECTED BY THE ENGINEER WHERE EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. AFFECT PLACEMENT. WHERE TWO RAMPS ARE INSTALLED PLACE NOT LESS THAN 2 FEET OF FULL HEIGHT CURB BETWEEN THE RAMPS. PLACE DUAL RAMPS AS NEAR PERPENDICULAR TO THE TRAVEL LANE BEING CROSSED AS POSSIBLE. S. PAY FOR ALL VARIABLE DEPTH CONCRETE USED FOR CONSTRUCTION OF WHEELCHAIR RAMPS AS CONCRETE WHEELCHAIR RAMPS. (SO. YDS.) m yzy 6. PAY FOR ALL DEPRESSED CURBS AT WHEELCHAIR RAMPS AS THE TYPE CURB AND GUTTER USED ADJACENT TO DEPRESSED CURB. (LN. FT.) SUCH PRICES AND PAYMENTS IS CONSIDERED FULL COMPENSATION FOR ALL MATERIALS, LABOR, EQUIPMENT, TOOLS AND INCIDENTALS GO7. = x NECESSARY TO SATISFACTORILY COMPLETE THE WORK. m0 8. DO NOT EXCEED 0.08 (12:1) SLOPE ON THE WHEELCHAIR RAMP IN RELATIONSHIP TO THE GRADE OF THE STREET. 0 r 9. CONSTRUCT WHEELCHAIR RAMPS 40" (3'-4") OR GREATER FOR DUAL RAMPS. z _ = O 93>> 10. USE CLASS "B" CONCRETE WITH A SIDEWALK FINISH IN ORDER TO OBTAIN A ROUGH NON-SKID TYPE SURFACE. C 0 11. PLACE A 1'4" EXPANSION JOINT WHERE THE CONCRETE WHEELCHAIR RAMP JOINS THE CURB AND AS SHOWN ON STD. DWG. 848.01. O 12. PLACE THE INSIDE PEDESTRIAN CROSSWALK LINES NO CLOSER IN THE INTERSECTION BY BISECTING THE INTERSECTION RADII, WITH ALLOWANCE OF A 4' CLEAR ZONE IN THE VEHICULAR TRAVELWAV WHEN ONE RAMP IS INSTALLED. (SEE NOTE 17) 13. COORDINATE THE CURB CUT AND THE PEDESTRIAN CROSSWALK LINES $O THE FLOOR OF THE WHEELCHAIR RAMP WILL FALL WITHIN zp THE PEDESTRIAN CROSSWALK LINES. PLACE DIAGONAL RAMPS WITH FLARED SIDES SO 24" OF FULL HEIGHT CURB FALLS WITHIN THE CROSSWALK MARKINGS ON EACH SIDE OF THE FLARES. O 14. CONSTRUCT THE PEDESTRIAN CROSSWALK A MINIMUM OF 6 FEET. A CROSSWALK WIDTH OF 10 FEET OR GREATER IS DESIflABLE. = 15. USE STOP LINES, NORMALLY PERPENDICULAR TO THE LANE LINES, WHERE IT IS IMPORTANT TO INCICATE THE POINT BEHIND WHICH VEHICLES ARE REQUIRED TO STOP IN COMPLIANCE WITH A TRAFFIC SIGNAL, STOP SIGN OR OTHER LEGAL REQUIREMENT. AN UNUSUAL APPROACH SKEW MAY REQUIRE THE PLACEMENT OF THE STOP LINE TO BE PARALLEL TO THE INTERSECTING ROADWAY. 16. TERMINATE PARKING A MINIMUM OF 20 FEET BACK OF PEDESTRIAN CROSSWALK. 17. PLACE ALL PAVEMENT MARKINGS IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (WTCD) PUBLISHED BY THE FEDERAL HIGHWAY ADMINISTRATION AND THE NORTH CAROLINA SUPPLEMENT TO THE MUTCD. Symmetrical Cul-de-sac Not To Scale Z ow O p �< a a= • JJM• �- P 1a_J�O P-iZ Dm oT)9� 2 / `- ` LLMa aI 3 xOyOm \ .n,� F-U¢O U, a=0000 dr z 1ti D y ao � Tn� 2� 't` 241 ` u _ > m 1 ------ z In i M _ ISOMETRIC VIEW ----_ " O z O O z0 y 2' OEIEOrIBLF I---Q DxRal-------, zw=Li _--__ r--------------y ct ooa=z -----_tir----- ¢m SECTION B-B CFI-zow R(D S F w01�"Re a o _______=_====--====== Gooden & Associates Inc PR PoSFDTOP OF y SIDEWALK Pa N o °W° W Surveying " Planning D Mapping WES SECTION A -A o d 1745 Cypress Lakes Rd 0 � Hope Mills, NC 28348 ¢ = D= Phone:910-223-7766 Py C y a- _ • • Q rULCiMT Oc TXE Raw`FLaan iiaWSig;N'C i THE UET/JLSSURFACE,\' I 1 �� - 2. OBTAIN TM DOMINANT VIGISILIW WITH ADIDINING SURFACE, I. Water Distribution Design by: 3 -10, EITHER LIGHT-ON-MRK, OR DARK-ON'LIGHT SEGMERGE ¢ Q M m 74 OD4IMING THE ENTIRE Al ii 1 ,, , 1 a W J ¢ Don B. Jessup, P.E. O¢ 9 6) m Z TME m105 Elington Dr. C3 M V p p OTE 1\ Q< T„ (�¢ es "°" "� "Y M'E¢ Fa etteville, NC 28306 f�1� F-3 yV =Dp \ ` , �' Cl 910-864-7690 _j mrC°> C° O O O O G .. QFZUW r mD .__,-W M eneral N°tes GD Dzi § C°� U U O O RAN.s,1EFAs- ` , bC= vxi �g rN-r J M 9 OMAAYIa . >. �- F4 \ ry T___ JZi� 0 Z ';SEE KITE 1 ' -_ r n M W Z MO CCD G 0 -+_ __-__ I Zf W Z THIS PORTION OF RAMP I _ _ - _ = w F O - ` MUST FALL WITH IXIl.B _ M -C - - _ (SEE NDTF t9) {L Z low 0. TO ary 1.6• - - EE E1 Qo 3 BEE NOTES F m W CO) RRc ST M PLAN VIEW PLAN VIEW SHEET 1 OF 4 SHEET 2 OF 4 DETECTABLE WARNING DOMES DIAGONAL RAMP DUAL RAMPS 848.05 848.05 MAX. M' RADII (W" MIN. FLOOR WIDTH) MY RADII (40" MIN. FLOOR WIDTH) z p T FRAMGRATE AND IWW SAID( OF COBB GENERAL NOTES: 7 SEE 6TIH. Np. 840.08 USE CLASS "B" CONCRETE THARREE AIT. r-�- PROVIDE ALL CATCH BASINS OVER 3'-S" IN DEPTH WITH STEPS 12" UL 0 z I L Z m P N M x ¢ =mrn ~ 2 m ¢Wc CC10 CDMU jr z -1 O 701 :i v =no W -0 = D xus DO mWFg Co G) z Z 0 W = PLAN L ► X SECTION Y-Y RISER HT. VARIES _ _ nl B• _ "IL WHERE 30" TO 36" PIPE 15 USED RISEN HT. VARIES A N e' WHERE 42" TO 54" PIPE IS USED DETAIL SHOWING METHOD OF RISER CONSTRUCTION SECTION X-X SEE ON CENTEN. USE STEPS WHICH COMPLY WITH STD. DRAWING MO.M. OPTIONAL CONSTRUCTION - MONOLITHIC FOUR, 2" KEYWAY, OR W4 BAN BOWLS AT 12" CENTERS AS DIRECTED BY THE ENGINEER. USE FORMS FOR THE CONSTRUCTION DF THE OOTTON SLAB. IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB AS SHOWN ON STD. W. 840.00. USE TYPE "E", "F" AND "0" DATES UNLESS OTHERWISE INDICATED. FOR S'-0" IN HEIGHT OR LEW WE 8" WALLS AND BOTTOM SLAB. OVER B'-O" TO 16'-0" IN HEIGHT USE S" WALLS AND BOTTOM SLAB. AI UST QUANTITIES ACCORDINGLY. CONSTRUCT WITH PIPE CROWNS MATCHING. OMAYFER ALL EXPOSED CORNERS 1". DRAWING HOT TO SCALE. SECTION J_-J-J WHERE 30" TO 38" PIPE IS USED PLAN t SECTION M-M WHERE 42" TO M' PIPE IS USED =i R m L PLAN O Z LLZ" INC M c7 W 3 m Fa ¢ = a C3 F 'a Nn o O < W = I- F Tn WOn 0 - x Q N ti Z J o z z w .02 FINAL FOR REVIEW NOT FOR CONSTRUCTION Engineer R ; Water Distributior\Only 2011-10-21: DWQ Revision Irojed Shadow Creek McLauchlin Township Hoke County North Carolina Street Details Street Details Pittman Grove Development Group, LLC 771 Bostic Rd. Raeford, NC 28376 10227 \ Details.dwg Oct 21, 2011 .:.b^ �'. ., .A...d._-,. _ _ _ ..t ..1 ,. THRUST BLOCKING DETAIL UNDISTURBED EARTH BOLT HEADS CHOR CONCRETE OVED MEANS. NTS THRUST BLOCKING SCHEDULE gZE (IN) MINIMUM BLOCKING AREA AND VOLUME IN S.F. AND (C.Y.) 11 1/4' 221/2' 450 900 TEE PLUG 2 0.23 (0.11) 0.38 (0.11) 0.30 (0.11) 0.30 (0.11) 4 0.83 (0.18) 1.35 (0.18) 0.98 (0.18) 0.98 (0.18) 6 0.40 (0.01) 0.80 (0.02) 1.73 (0.20) 3.00 (0.33) Z17 (0.25) Z17 (0.25) 8 0.80 (0.02) 1.50 (0.04) 3.08 (0.34) 5.40 (0.60) &83 (0.42) 3.83 (0.42) 10 1.20 (0.03) Z30 (0.07) 4.72 (0.52) 8.40 (0.94) 5.92 (0.66) 5.92 (0.66) 12 1.70 (0.05) &30 (0.12) 6.82 (0.75) 1200 (1.33) &48 (0.94) 8.48 (0.94) 16 3.00 (0.33) 5.90 (0.65) 11.60 (0.86) 21.30 (1.57) 15.00 (0.97) 15.00 (0.97) 20 4.60 (0.52) 9.20 (0.76) 18.00 (1.32) 33.30 (&60) 23.30 (1.87) 23.30 (1.87) 24 6.70 (0.75) 13.20 (0.97) 26.00 (2.28) 48.00 (5.29) 33.60 (&24) 33.60 (3.24) 30 10.40 (0.77) 20.70 (1.80) 40.60 (4.45) 75.00 (10.30 52.50 (6.32) 52.50 (6.32) 36 15.00 (1.28) 29.80 (3,11) 58.40 (7.67)108.0 (17.90 5.60 (10.90 75.60 (10.90 NOTE Values given are based on 150 psi water pressure and 2000 lb/sf soll bearing capacity. Soils with less bearing capacity such as muck, peat or soft day will require greater blocking areas and volumes. The thrust blocking shown above is based on the use of mechanical joint as shown on plans. 1 2 3 TRENCH DETAIL NTS NOTES: 1. Backfill to be free of rocks, foreign material or frozen earth. 2. Backfill compacted to: a- 95% maximum dry density under roads, driveways, sidewalls, or in area where restrained Joints are used. b- density before disturbance or 95% maximum dry density, whichever is less, in DOT R/W (other than In areas mentioned above.) c- density before disturbance or 90% maximum dry density, whichever is less, M locations not covered above. 3. Badkfill compacted In maximum of 8' lifts in AREA 1 and maximum of 6' lifts In AREA 2. 4. AREA 3 to consist of sand, gravel, crushed stone or native soil which is free of rocks, foreign materials, frozen earth, or orgonk:s. Where native soil Is determined to be adequate by Engineer, no excavation below bottom of pipe In required, i.e., AREA 2 would extend to trench bottom. *Reference to density based on Standard Proctor as determined by AASHTO T99 (ASTM D-698). BURY S-6" MIN. LONGER BY 6" MIN. GRAVEL AROUND WEEP HOLES CONCRETE ANCHOR DOUBLE CHECK VALVE METER BOX _ (CONC., C/I, OR PLAS COPPER SETTER TO BE FORD(VHH172-7W-SN) OR APPROVED EQUAL. a d a GRAVEL BASE If t PUMPER NOZZLE FACES TO STREET /- BURY MIN. OF 6" \-3/4" ALL THREAD TIE RODS LENGTH TO BE DETERMINED IN FIELD VALVE & C/I VALVE BOX FIRE HYDRANT DETAIL NITS METER BY OTHERS ANGLE VALVE POLY. WATER SERVICE LINE L- COMPRESSION METER YOKE FITTING BRASS ADAPTER FOR _ COMPRESSION CONNECTION TYPICAL HOUSE SERVICE DETAIL NITS -- - METER OTHERS ;ION 36" MIN. COVER OVER MAIN 2 Imo- CONCRETE ANCHOR CORPORATION STOP SADDLE NOTES: 1. INLETS WILL HAVE A BRASS ADAPTOR AS REQUIRED FOR A COMPRESSION FITTING TO "IPS" WATER SERVICE PIPE. 2. YOKE WILL HAVE CHECK VALVE THAT SHALL HAVE SPRING -ASSISTED SEATING, AND THE SEAT SHALL BE OF BUNA-N- RUBBER. 3. OUTLET SHALL BE FORD DOUBLE PUR- POSE COUPLING OR APPROVED EQUAL. 4. METER YOKE SHALL BE SUPPORTED AS CALLED FOR IN SPECIAL PROVISIONS. �- DOUBLE CHECK VALVE METER BOX (CONC., C/I, OR PLASTIC) COPPER SETTER TO BE OUTLET FORD(VHH172-7W-SN) OR APPROVED EQUAL. -METER YOKE Gooden & Associates, Inc Surveying " Planning " Mapping 1745 Cypress Lakes Rd Hope Mills, NC 28348 Phone:910-223-7766 Firm License: C-1992 Water Distribution Design by: Don B. Jessup, P.E. 105 Elington Dr. Fayetteville, NC 28306 910-864-7690 FINAL FOR REVIEW NOT FOR CONSTRUCTION / Zi 4- t Water Distribution Only 201)-10-21: DWQ Revision Shadow Creek McLauchlin Township Hoke County North Carolina ater Supply Details Water Utilities Pittman Grove Development Group, LLC 771 Bostic Rd. Raeford, NC 28376 10227 \ Details.dwg Oct 21, 2011 C9 6 1 F— — — — — I EI,z E ' w �� el rn 0 c `t o �I :6.17' of 24 RCP ® 0.35% RipRop Velocity Dissipater' 6 kibservation 85' Well RjpRop is c Velocity . issipater INFILTRATION BASIN 1 Scale: 1" = 20' i l l INFILTRATION BASIN 1 CROSS SECTION (not to scale) • I , EI oI M w N so Lo ` • �. JLotDrainage Easement SUMP 17A RIM:150.94 .' f INV IN:144.00 15" RCP INV OUT:146.00 18" RCP 5 0' R FES+ 17 INV:146.00 18" RCP Ri R p I ' Ve o it Di's1 a e ! f 18' ' Ob.W11 i 45'i0 l 3:11Gradual Slopeto" o EG — - J 1` �- - - 24 340.00' of 24 RCP ®9.12 RCP ® 11.82%. i —'—F —--- Riser Easement .' RIM: 150.50 INV IN:145.00 24" RCP INV OUT:145.00 24" RCP Drainage J Easement INFILTRATION BASIN 2 Scale: V = 20' 183.2' Treatment Volume =I I Junction I I Water Surface Elev 150.5' I I —I I Box III III=I 3 Capped —III �—III—III III=1 I I=11 III III=11I III=III=1I I Observation Well Sump Elev: 144.0 Inflow — I FES 4" Clean Sand Below Basin Bottom INFILTRATION BASIN 2 CROSS SECTION (not to scale) 151.5' CONSTRUCTION SEQUENCE 1. All necessary permits shall be obtained 2. Erosion control measures shall be installed in accordance with an approved erosion control plan 3. During construction, the basin shall be used as a temporary sediment basin. 4. After the site is stabilized, the temporary basin shall be converted to a permanent infiltration basin. 5. Remove temporary structures and clean out any sediment that has settled in the basin. 6. Grade and shape the basin in accordance with this permanent basin plan. 7. Install vegetation 8. Ensure that all disturbed areas are stabilized — especially those areas down slope of the outlet pipe Gooden & Associates, Inc Surveying - Planning - Mapping 1745 Cypress Lakes Rd Hope Mills, NC 28348 Phone:910-223-7766 Firm License: C-1992 Water Distribution Design by: Don B. Jessup, P.E. 105 Elington Dr. Fayetteville, NC 28306 910-864-7690 Legend StormDrain —• W --W----W—••—W Water Pipe ® Inlet as Noted ® FES Tee M Valve 'Cr Fire Hydrant QJ Blow Off ❑ Water Meter CI ... Curb Inlet iYI... Yard Inlet FINAL FOR REVIEW NOT FOR CONSTRUCTION Water Distributior\ Only 2011-10-21: DwQ Revision Shadow Creek McLauchlin Township Hoke County North Carolina Infiltration Basin Details Pittman Grove Development Group, LLC 771 Bostic Rd. Raeford, NC 28376 10227 \ Basin Details.dwg Oct 21, 2011 CIO As Shown V y p a 11 / / I / v / y /w / a / o / / 3.1 Sl,bpe to'E / I I I II JB 19 I RIM:139,98 II I INV IN:129.28 24" RCP d I INV IN:128.78 30" RCP I INV OUT:128.78 30" RCP RCP ®11.829� I I I 1 1 M I o 00 y M L�Y,N�, N, 1 1 \ 1 1 1 1 1 1 1 Irl I \ I I I 1 I 00 I I I I III of 1 00 j11� 1111'�0l I I I �I 1 1 11(I ool WET DETENTION BASIN Scale: 1" = 20' SEDIMENT SHALL BE REMOVED FOLLOWING STABILIZATION OF SITE AND DETENTION POND SHALL BE FINE GRADED TO FINAL CONTOURS. POOL: 1 I I 1..� I I �f�, = 127.0 EXCAVATE V BELOW POND BOTTOM FOR SEDIMENT ACCUMULATION WET DETENTION BASIN Cross Section not to scale GRAPHIC SCALE 20 0 10 20 40 ( IN FEET I 1 inch = 20 ft. GEOTEXTILE CURTAIN "'MOLE CURTAIN A>� srAw FILTER FABRIC SHALL BE A NON -WOVEN GEOTEXTILE WITH PROPERTIES EQUAL TO AMOCO 4551 OR MIRAFI ed & Mulch 140N. GETEXTILE CURTAIN SHALL BE SECURELY lbankmert FASTENED TO PIPE WITH STAINLESS STILL STRAPS AND HARDWARE. CURTAIN SHALL NOTED OTHERWISE CURTAIN MAY BE CUT ON TOP SIDE OF POPE ONLY TO ALLOW CURTAIN TO BE WRAPPED AROUND PIPE. Elev = PERMAI Elev = Drill 11" Hole for - Draw -Down Outlet CONC. ANTI -FLOTATION DEVICE BUILD RISER 5.3' HIGH WITH BOTTOM 4' FILLED WITH CONC. & CONC. BASE 1' DIA x 1' THICK Vegetated Shelf Landscape Plan Key Common Name Botanical Name Quantity Planting Area Type Spacing Softrush Juncus Effusi s quar 24 O.C. Pickerelweed Pontederio Cor a a113 450 s quar 24 O.C. rrow rum Peltandra Irglnlca s quar 24 O.C. zar al oururus Cernuus s 1quort 24 O.C. NOTE: Regulations require 50 plants per 200 sf of shelf area Total planting area = 2240 Total required plants = 2440 / 200 x 50 = 560 plants This plan provides 573 plants CONSTRUCTION SEQUENCE 1. All necessary permits shall be obtained 2. Erosion control measures shall be installed in accordance with an approved erosion control plan 3. During construction, the basin shall be used as a temporary sediment basin. 4. After the site is stabilized, the temporary basin sholl be converted to a permanent basin. 5. Remove temporary structures and clean out any sediment that has settled in the basin. 6. Grade and shape the wet pond in accordance with this plan. 7. Install level spreader in accordance with this plan. NOTE: The vegetated buffer area immediately down slope of the level spreader must remain undisturbed. 8. Install grasses and vegetation including plants on the pond shelf 9. Ensure that all disturbed areas are stabilized - especially those areas down slope of the outlet pipe Velocity Dissipater: Brick Catch Basin Box Open on One Side The purpose of the level spreader is to convert concentrated flow within the pipe to a dispersed even flow into the vegetated buffer. 1. Water from the pond enters the blind Swale. 2. When the blind swale becomes full, water spills over the level spreader. 3. The #57 stone inhibits erosion as water flows off the level spreader. 4. The wooded vegetated buffer provided additional filtration. Pipe From Wet Pond Inv: 124.5 . e`ff . e„ \_Concrete Level Spreader (Install rebor as necessary for support) Velocity Dissipater and Level Spreader not to scale Top Of Pond Embankment Elev. = 134.7 �/' Compacted ALUMINUM 1. COMB. ANTI VORTEX DEVICE AND TRASH RACK 12" CMP Inv:126.0 Overflow Spillway Elev:133.2 _12" Cmp Outlet Xe'� Qv �o 0 0 000 OVERFLOW SPILLWAY SECTION TOP OF EMBANKMENT TOP OF EMBANKMENT 15.0' Gooden & Associates, Inc Surveying ° Planning ° Mapping 1745 Cypress Lakes Rd Hope Mills, NC 28348 Phone: 910-223-7766 Firm License: C-1992 Water Distribution Design by: Don B. Jessup, P.E. 105 Elington Dr. Fayetteville, NC 28306 910-864-7690 Legend StormDroin —..—W—••—W—••—tµ---W— Water Pipe ® Inlet as Noted ® FES Tee Valve Zi Fire Hydrant 4J Blow Off ❑ Water Meter CI ... Curb Inlet �;p�(' " r� (r,�M'ty` YI...Yard Inlet f vi nLl° WE'Lwrtu� 1tir a T�f?MINATEP. @HANIi� FINAL FOR REVIEW NOT FOR CONSTRUCTION \\\\01\�N i Cq j/�O//�j// -.. \\\\\vp�.\ \A CA/jR.O� p� a i •pE S �/ 'a SEAL �: = _ '¢ SEAL' L-4905 = 4876 ��iiiiiAllq RpE� tE Apo Water Distributio Only 2011-10-21: DWQ 2011-17-11: DWQ -XSec. Elev. Cl1 ^rojea Shadow Creek McLauchlin Township EMBANKMENT SECTION Hoke County EMBANKMENT SHALL BE CONSTRUCTED OF CLEAN STRUCTURAL SOIL, North Carolina FREE OF ROOTS, VEGETATION, ROCKS AND OTHER OBJECTIONABLE MATERIAL. SCARIFY SURFACES BEFORE PLACING FILL. PLACE FILL IN 8-B" LIFTS. LOOSE L. COMPACT t0 AT LEAST 95X OF THE STANDARD PROCTORDENSITY.IFTS wet Basin Details 12" CMP Inv:124.5 Overflow Cross Section not to scale Velocity Dissipater to Level Spreader Pittman Grove Development Group, LLC 771 Bostic Rd. Raeford, NC 28376 10227 \ Basin Details.dwg Nov 17, 2011 As Shown C11