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' -' -- •�, -" \ \ 1 t r� t \ '\ \ \ `. t t J �\\ \il'`� r\ \�'� L ,, f' i / i / .� = / /// i J ! -/ / / /. ! M ° \ \tlI I { I✓ t 1 \ \ \ \ \\ \ ♦ \ `. \ \ \ t \ \ \\ \\ �i, ca. :d,.' \ / ti /.fY..�L.f f ! f , ,V� , r HI _ / ; f f r `! /1 /,- /i/ - --i /ir °/ -' / / / ' / N ®TE: _ _ -- - 1 }I `1 { 1 l 1 { \ 1 \ \ \ �'' % �., °o �s- \ \C. ' + ' 1 ,/'' /_, // / / // . / ,n t r/ /. / ! z- / / r �/ I I , \ \ \ \ t ( { \ \ \ c .1. , ' : / / /r' f r // h t \� \ l t + _- /- l r/ / r / r / \ t t t \ \ \ \ \ \ \ \ \ j \` / . .� /. /: r j /' I// / A. \ t J t t ,�� 1 / , / / / f / --'y;' , . / IN PHASE TV�O ®A® CONTRACTOR SHALL INSTALL BIORETE 3i0N, _ _ _ � - ° � - _. � \ \ , ! I 1 1 t t \ \ \ \ \ \, \ \ \ \ ` \ \ � 1 1 t �\ \ \ \ r \ \ \ �, a:; �\l \ � ,r /, f /1 � .�, / . / r /f t, \\ I \ ti\ c / / / / / t t \\ �. r '' OUTLET STRUCTURE, STORM GRAIN FROM FES •� TO C.B 5 \ J { ` l \ \ \ \ \ \ \ \ \ \ \ \ \ 1 1 \ \ \ ` \ \ \ /` \ \ \\F >> "\ ,\. .-� /, / : �� ,/ / °, /r/ •r / -r_ \\ \ \ 1_\ \ \\ : \\, / / / �/ •` '` -,. `` \ \ \ \ ` , \ \ ,- \, 4 ' \ 9 , f t 'L/�•�• r .i • ,' !' V� jSTUB OUT TO RECEIVE TEMPORARY QtTCH VI+ATER UN°I G. \ \ \ ! 1 \\ \ \ \ b \; ' / ;;�4_�I-�a , ,/°/,/r • - f r r - \ / , \(\ \\ \ \ \ \ 1 \ \ \•' t / i \ \ \ \ \ 1 \ \ \ , i t \ / \ \ / ? ` � ,�,? r\ t t _ r+ r- ��\ `\\\ \\\ \ \\tt PHASE O--B IS CONSTRUCTED. ALL SE R SYSTEM SW, iLL �-. \ \ \ / I I t \ \ \ \ \ \ \ \ t \ \ \ - \ \ \,! ..� � �• r�� IIIII %%-� \ \ \\ \ \\ 1� BE INSTALLED. - \ \ \ \ / / t \ \ \�.,�\ \ \ \ \ \ \ t 1 I I i t 1 1 \ \ \ I \ \ \ \ ,, -s at'� /'/ r'`' -,' /�✓ ,�/ . /� -, \� \Z \ \ \ \1t\ \ \ \ \\ \ \ \ ! 1 t j I 1 \ 1 \ \ \ \ r�/ , • �1 /.;r tsJ (Cb 1/1, 'i% -_,, " \ \ \ \ \ \J tI \\ \\ \:,\ \,` \, / /' rr"r" � +,\ \ \ \ / / l I I I I •I ) ' \ ` \ \ \ -'' \_ //:.J . / /r ..� ,1.,�it Z 00 err - -4-`- ` N, \\ \ t \ \ ~ / r ✓ / ! . > ) / / 1 f I I t t / \ \ \ �\ \ \ \ \ .r r / /y, i� r f r /." r :/ rd] I / r/ / \ \ \ , r_ ` \ \ /.- 1. �,, ,., ��/ ,, p� -- Isb4l U`7 0~ J'.'� - \,\ \\ \ \\ \ 50' R/w 1 / l / / / t I / / 1 \ \ \ i I.• - ,. '/ 1, r- . N t r . . i. %- t \ \ \ ! ! t \ t \ ,i I' \ \\ \\ 26' BB / f ! ! /l \ \ r \ i /,. ! / ,, f -, - -* ^ .- -f a,N1 t CAA0 ®,, .-- \ 3 3 / / \ \ \ 1 �' ✓' ► \1 ! _ ! r \ , ` \\ i /// ,# �ilr 1, f "y r a (,������JS /p''t °I.sI� C' e _j \ \ \ \ t �i � ~- "- \\ \\ ^t' S 2' 30" 3 >' f / J / / / / r J I f! \ �\ \ � / /.i .•• � „-° � r ; r r / ® g(y�,p� -11 11-" `' j 2 2" SF9.5A ASPHALT SEE DETAIL FOR CURB GEOMEW,' / r / ! / �/ •✓ / � / / ,' /'' yw Q ! •; Li l 2.0 %-- / a ,. n - 4,-- a WATER SERVICE ' / ° ° r/, / /° % f`� \t \I i • \ -1 / , / 6, _ " i' �� .'r , , r = SEAL `t im _: , / ,' // x r f r I I �'ii ',-- ` '- .- / �j� %, i' °s 19843 = 1 n SEWER SERVICE ° �' / / ` / J I ,, e i// �\I . • !,iir,.' . 11, 0 - . . CURVE TABLE CURVE LENGTH RADIUS DELTA TANGENT CHORD DIRECTION CHORD LENGTH Cl 217.24 527.21 23 36'32" 110.18 N39 31'06 "E 215.71 . C2 740.75 765.00 55'2$'46" 402.31 1466'25'01 "W 712.15 C3 1.40 765.00 0'06' -- 0.70 _85`47'27 "W 1.40 3 1 8 CABC I / / / / J / /, r, ! /,/ / �;:: / ./ saw•'•.Fjl/ Eft `a: ei C7 cOMPACrr D suBCRAD>: - PREPARE ' ,% /%' / i. i�r r �a , / ,,' ,- .,, GINS �® ;: ty Z IN ACCORDANCE WITH GEOTECHNICAL „ / % ^ /° / . , ,j.l - , / .. / /'`' ,� ®�, # ••• °'EL °S'�°" % g- 6^ I REPORT. g� \1 CROSS /�qy/p��( /� g/�p SCALE: 1 - 50 : -. o f / /, , ,,- ,° 'g : r.t>i' /' NlI da ®L.L. \/ear tiP6os�P eiW /// /` 1 / .r - /r,' Orr ►ietl ,S SCALE: NOT 7'O SALE 0 50 100 125 150 . / /' ' /all! x i r . ' r ''� .11 � ° Q `"' VPI STA = 10+80.00 VPI EL = 30 &50 all = 1.24% U }t l '. GENERAL S: (LOCAL JURISDICTION) 1. Any discrepancies in layout should be brought to the Engineer's attention prior to construction. 2. Written dimensions supercede scaled dimension. All dimensions are edge of pavement or face of curb, unless noted otherwise. 3. All materials, installation, testing and inspection of water and sewer utilities to meet current Johnston County standards. 4. All streets noted as 'PUBLIC" shall meet NCDOT minimum standards for subdivision streets. All other shall meet the criteric shown. 5. All lots to be served by public water and public sewer. 6. A 10' utility, drainage and road maintenance easement !is reserved along and adjacent to all street right of ways. 7. Flared end sections are to be used on both inlet and /or outlet ends of storm sewer unless otherwise noted. 8. Fire hydrants are to be installed as shown on plans. 9. Maintain minimum 3' cover for all water pipe. 10. Waterline pipe shall: be C -900 class 200 PVC unless otherwise noted and Installed a minimum of 4' off edge of pavement. 11. Corporation stops shall be rated a minimum of 300 PSI. 12. Where Waterline Crosses: A. Sanitary Sewer: Waterline shall cross above and maintain 2' vertical separation or 10' of horizontal separation. if this separation cannot maintain or if waterline passes below sewer line then both waterline and sewer line shall be class 50 ductile iron pipe , for a minimum of 10' each side of crossing. B. Storm Sewer: Where waterline crosses above maintain 1' vertical separation. If this separation cannot be maintained or where waterline and /or sanitary sewer crosses below storm sewer,. waterline and /or sanitary sewer shall be class 50 ductile Iron pipe for minimum of 10' each side of crossing. 13. All gravity sewer line is SDR 35 PVC except as follows: All sewer line less than 3' deep or greater than 14' deep shall be minimum class 50 ductile iron. 14. Each prime contractor performing excavations or underground work shall be responsible for the location of any existing utilities in the area of their work. Notify the utility locator service (1- 800 -632 -4949) at least 48 hours prior to commencing construction In order that existing utilities In the area may be flagged and staked. Contractor shall use all care necessary when working In areas known or suspected to contain underground utilities, including hand digging. 15• The contractor is responsible for relocating any existing utilities that conflict with the proposed construction. In addition, the contractor is responsible for repair and replacement of any utilities, curb and gutter, pavement, etc. that may be damaged during construction. Damaged Items shall be repaired to at least the quality of the original workmanship. The contractor shall field verify depth of existing utilities and relocate If proposed grading causes utility cover to be less than minimum required. 16. All temporary erosion control measures shall be inspected after each rain event and necessary repairs shall be done as required. 17. Each lot shall have a 4" sewer service at the center of the lot and a 3/4" water service located 3' from the property line. 18. Water services are to be "ganged" where possible. Where "ganged„ service crosses under the road, the line must be 1". All service pipe under roads shall be sleeved. 19. Waterline to be pressure tested at minimum 175 psi. 20. Ductile Iron pipe sanitary sewer must be interior coated with Sewper Coat or Protecto 401, per Johnston County requirements, 21. Contractor to test sewer & water line according to Aqua North Carolina's 2012 standards. 22. Contractor shall install stub outs for sanitary sewer which shall have a depth of no greater than 6' below the finished grads at the termination . of the lateral. The location shall be marked by a 4 PVC turn —up' at "the end of the lateral. Contractor will mark all sewer serOces with an S In the face of the curb. 23. Contractor shall install water services which shall have a depth of no greater than 6' below the finished grade at the termination of the service. Contractor will mark all water services with an "W" in t �Rrre %0%J (it iii SEAL 19843 n x I 0 ev a— o ce "� 0 Z n � 1 t r, �P < 0 OR of CO y 0. 000 K y s) I Pit in Lu C14 14 ,l ,r f UJ UJ LUi' ti 1f e M ,:l 40 • , raw GRADE TOP DAM 246. 4" WASHE " CHOKING 8 OR 89 ®IORTENTION AREA PROFILE NOT TO SCALE Conversion Procedure — Sediment Basin to ®ioretention Area 1. After the site Is completely s #abil {zed, oantact Stocks Ene�ineering 252 - 459 -8196 for verification of comptetion and stablltzation. 2. Contact Thad Valentine of NCDENR —Land Quality Section 0 919 -791 -4200 for approval to remove all temporary erosion control measures. 3. Upon approval from NCDENR —Land Quality Section, begin tna conversion of the b{oretention area from a temporary sediment trap to a permanent BMP as follows. 4. Construct silt fence around the tae of the Interior side hope of the bloretention area (BA) to protect the BA from sediment contamination during the C aversion Procedure. Leave an opening at the downstream and of the BA just wide enough for construction machinery to enter /exit. 5. Bring the side slopes surrounding the BA to proposed grc'e. 6. Seed /sod the side slopes as per specifications. (Contrac *sr Is responsible to maintain and protect seed /sod to promote successful establishment during Conversion Procedure. If damage or death to seed /sod occurs, Contractor must replace offec;.ed area Immediately.) 7. Once seed /sod has been Installed, Contractor shall excav�s the bottom of the BA to a depth equal to the greater of the following: a. 1 foot below any evidence of sedimentation upon In si!:j soils, or, b. 4 feet below the proposed bottom of BA elevation. 8. Excavated material must be disposed of in an approved cff site location. 9. Care must be taken to prevent any sedimentation /re— sedlrnentat {on during this process, as contamination of the In situ soils or the designed soil media will compromise the functionality of the BA. if any sedimentation occurs during this process, Contractor shall remove sediment Immediately. 10. Contact Stocks Engineering 0 252 -459 -8196 to Inspect excavated BA before continuing construction. 11. Upon approval of Stocks Engineering, continue constructing BA per details. Establish appropriate permanent vegetation In BA as soon as possible. 12. Upon completion of BA construction, remove sediment fro m slit fence and dispose of at an approved off —site location. 13. Contact Stocks Engineering 0 252 - 459 -8196 to Inspect c,,mpleted BA before removing sift fence and placing the BA {n service. '+ I- I..i \t- VtYIiLV 1. 1V IO R TNTION AREA PROFILE SOCK DRAIN NOT TO SCALE Centipede Sod Notes: 1. Centipede Sod shall have been grown In sandy soils with .:n infiltration rate of 2— inches per hour or greater. 2. Do not deliver more sod than can be Installed In less th an 24 hours. 3. Use a knife or sharp edged shovel to cut the sod to de ='red lengths. Do not tear sod. 4. Water sod Immediateey upon Installation to a depth of 1 ,rch. Water daily for a period of 2 weeks and then periodically until roots have been established. 6" 457 STONE X111 it`ll \1 \� 53\ 54 1 \ l��i.� \ i i i l i iNV �FES `248.751 247.110 RIP AP C FOA D EP PSS B 2 i I i OVER MIRAFI If 1 � \ � I \lam �. 1 • � ` 1 ! , �`\ l � C.O.I iC.OV D.I. f2 2x3 DROP INLET ' ti \ TTOP 248.00 \ `• ` ` \ 1 \ t l + / INV. OUT 242.00 \ ` \ ` , ' i \ /a. \ \� \I`I �iso ,i �1i i i1t 1 54 LF 24' RCP 0 ` 16.677. W /6' FES FES #1 \ ` \ 1 V INV. 232.00 --,_ 22'x20' CLASS B RIP --RAP OUTLET PROTECTION 22" IN DEPTH OVER MIRAM MON EX. M.H. #16 TOP *233.18 iNV. IN *227.56 INV. OUT *227.36 PRO. INV. IN 229.; 100 LF 8" DIP S.S. 05.09 , 139 Lj I lab 6 1\C. j 1 •� �► - t � (¢�)-�a1�C.o. 1t - BIORETEN'EION .04i ' f � [• � ., /RFOR PE °IPVC 24 / { I� -•" _..— �„ 7 e248.75 248.75 1 _~ �o °.o T 11 R A I �� � 1� •...r.. ..rte / � / oq■q / .J. /�� l � \ 1�/' ��— _— yam' ,+...�. �M ... —. ��,�.�... —� °.. � .�.. —• SCALE: 1 " = 30' 0 30 60 75 90 AR ®C '% SEAL 19843 „LI0 il�4 0 r o v} ! �N ii r a t. �f • • C-4 C4 .. f Uj Uj LU •: /.' eq U Z tf W Co FM 0 i .. in PM 0 fn l! 4 Z Va 0 IV W x 0 r o v} ! �N ii r a t. �f • • C-4 C4 .. f Uj Uj LU •: /.' eq U Z tf W Co FM 0 i .. in PM r �Mlll r) b >��- I I Lc) X KEYSTONE- 47 A A RETAINING WALL VARIES HEIGHT VA 1,6-, w CF —MAX.-HEIGHT" 7.0' 4, --77 SF. 0—�/--Ac,, �V HIGH BLACK PVC,POATI ,. ~' I 1 �'f �, � ,� %r"I r, I 1 I I { I I I 1 I 1 1 1 Q ->< d-3,2 -A c. Z/ CHAINLINK FENCE MOUNTED ON-•TOP-- OF -WALL 'l 2,45,1 N, CONTRACTOR TO SQeMIf z Vl th in 4 S. F.,- ;X� Z /A C— - -S. SIGNED, SEALED 50' NEUSh Llu"hKl -DRAVANG-POR REVIEW 42 ZI 51 12,345 S. (DO NOT DISTURB J —072 8—AE cq 2 523 ---S-. \4,,l Z' '7 -Q 2- 9 —A �c. \\sk P I P,, #,6 17/ Z-%% 2 78,. 15 \1 26&5 / ' / j 1 �� Y� R1 ! ` \,__ �� a c°v 2-�4 �UFZ-' z Zf� TN =3 IP Yc/ S 5-0 I \,A pR(. 0 0 CS) 6 r-- I 1'2,90 27 ,G. 3 0 Ac, A / t f `' -1 . l 1 6 `a� ( =� .' ,,,4 y - 27 SyO \ _` ' / '� f L r' ' r / f ,/ f 'ry r "' ; t G t j r --a r 7 7 X 0 C'V —aa \o 16,54-3 Sq Ft--." ry C, 0 ol 8)1 L-"t 9,7 - F >/ _Nv, No. 0 0 p -5 ------- v2r Ae- --�O. 18 Ac/ co) J, V 7,830 /S.F...: A Ac. .18 "5= y --O52 A -.-z . kj, **4 #7 d, ux -11 515 S-F. U. 1 101 71701 j op_ E 3 (VIN �r— � -- S II l I #�! �8 `~ - 0- \ r' �'�- / '`� j — \\ �-r �...� r /';; jf,j' f . ,/ `% �<< i -P-U T 9.9b 00, U ozh 4*45 W A2, 585 3 6 7- -J 656 S-F. 0 1 /7 A C 300. 5 UO 6 Mora Cob 7,4�83 'loll Z.1 7 A <7 N, S. F. w 02 Na, 9, 40 55, S. F. 17 A C. . u a o 9 9 30 50 L9. lot 0 300 fJ-, 719 Z. F. 0 /-75 ol v OrF - W 0 ?2- A --'7,32!5 S--7 l000l -7 -I/V -�:- -Y ) -\ 3 V 305, 7 10.17 Ac ol \\�o V/ /-74 7,870 "s .- F-< , - - -"-, I>\ off- 0.18 Ac. X v -7 3 v Nr /- S.F. 5 304-. 0.17 Ac. L--8 1 �D I Q 1-1 7,61-3 -S-Z- /9'Qs A C. V 0.18 NNI > 6,9 70 S'f- 1)5'R 8 9 o. 1 c-, o' 00 e -7- '11-14 f b -\�',o' - N N-,-, -Ac --)7 8,3ro s' F. "o IN, #8 - '\.x X �u 19 Ac. I EJ "IN \ d \ 0) W. 6) \\ S o \ I In OR '< \' IN /0 I 1\1 V. OUT in N, -,6 0 -A z 0 IN, 1-1 5� in 3: 5�' 0. X- s 0- -01 N V, 21 66 Lu \N N ui x sl 7 0 13 5 S F V 6�'l A c* 22 uj '9 2 N.-I 7 881 V. ul mz 'Ono N w �.l 8 Ac\ MAN Z 00 �j A 1Y < 04 fr t j j r / _ r - 14i f 7z VI\ \ x �2 k' Z Lj V) X \ v \x V% SEAL wm 19843 \&y\ r A 0 1-1 c� %.e.ft 9- 3 V) ;--o-Z -I' 41, 8-6-13 \j EL 'X , SCALE: 1 30 Y' Akh CAWU �o �o 6. 90 . 1 - - . --._ :- ---- _ ..- .__, -,'N \ \ \ t \ a t, \ \/ \ \ \ \ ,, \ \. \ /11 \\ \ \''rt- = \ \ \ \ \ \\ ' \\, t /1 '� \ \ \\ ` \ `\ III \ �`� '- _ _ / / -- -- ,, \ 1 \ r \ \\ \ \ \ \ .,� SIC i-$ ~ \ \ \\ , t 1 \\ \\ }\ /f , \ / \ \ . \ ,j1. \� \ \ \ \ ` \ \ \ �` \ ` \ \ iYQT TO SCALE nor no scnt� p \ �- Jf \ ! \ /` T ` a \ \ \ \ 1 \� - -�. % , ". \,� \ }^, 1 t \\ L \ \`X f'� '� . \ \ \ \ \ \ \ \ \ \ \ 2' MIN. ss`ro ss 91 r - - / I / 1 / j f r \ \• .-- - - , - ��c ` , � \\ \ \ \ \ \ ,, \ \ \ \ \ \ \ , �, \ • �. EXCELSIOR 05 �-..,,\ \ ' 1 4 \\\ \ \ - ,e . r ,/ 1 \1,� tt J tnf N / r z . -1", \ yam'. \ \\ \ \ \ \\ \ \ \ : J/' ,:c 111 �`z � t 1 `1 \ \ \ 1 / `� ` t�C -_ -_,!- _/ al 1 , Y t ; f ' ! ', , 7� \\ -\ •�` , � \ \` ", � \\ \ \' \ \ \ \ \'\ ` \ ` \ � .\ COMPACTED SOIL- - z ✓/ i 1 - " ! \ ' ^ \ l ( ^ate,.,., E \ ` !i \ r t t' 7 \\ \ L \\ \ ` \` \ \ \'� \ \ � \ MAT(ING g O I 11 I \ - "v J i 1 ' / - \t \t �\ '`•y/ I \ / % � \ �� r \ .\ \ \\- , \ \ 1° ., \ J. -Lu _ °.o ® `t '' � t / -�''' // ,� �� I\ / I I % n•,. .'�^` °\ \ \ s r s�e / r /'f�\\ f <', \ \ . \ fit_.. 1!) �� i r C3 a \\ \ ,- r -- r -' \ \ t / U I ! \ _ \ \ \ t- J. l""l I i l i = i1111i� 1 l 1 �= ! 1 i� i ��.1 - _!' L c/� ua \\ \ f /// / . ,<�� �I }i t / ' i ° r -` `,� / _ \ - e \ �-• •.....�,_. -, "e t { I E _I 1 111 I -I l I -I (I -1 ��41 I I -I ! I =! I I -t r , r_ , i -I i i f r , _ ! \ ` , J \'' `. \ 1 - __- . r r r it• \ \ \ -- < \ \\ \ - - �.- T t - I� I t i . i t i� _a I ! IzSi =iTi i�u i wit- -1 i i=i i t_ °' o h /ry \ / / / /. ` \ \ \ \ J ( / \ •\ \ \ \'t. •1) 11 J I 1 1 -„ ..•. .._..- \' . "`-. \\ " ' -� - --' ..• ,-i �- /' ,,, -, K \ f \ ` - _r ` - .` -...`* ,\ `t``` \ \ •\ - '4 ..,, \. -••,, •�, \ \. ^- ""� vI AC / / I j / r \ { 1 (/ ` \ J r / / l ,- ` -.- _ - . - r / \ \ . ,% t \'� \ \`` i \ • - e -\ \ \ -- - 6 f r. / f 1/d !% t / / r \ \ /�j I l - \\ �� J , > i / " -� P �� / J - ^' .. \\ \ `• \ -. Poem( ry 'Z f/ / /// f /\ \\ ` / / ' / t / `� �.� - /J r / ' % / ° / -' w" -' - ' r : r ;, ,.,.. \ \ < <\ � - .. -: ` \ \ \\ CONSTRUCTION SPELYfICATIONS I i 1/1, 1 7 /// // f 1 ! ! �� \- - J J' // .- , / , - - - - -" � ••, ,�" - - e 1 .- \ \ \ \ \ ,� \ i RENOYE AND PROPERLY D15P ©5E Of ALL TREES BRU'RI, 51t1�1PS, AND OTNQ7 OBJECITONABIF tIATERIAL !' " ' • az I! 1 // /f f/ / / ' - "- * `` `'- - . \ \ \ 2 ENSURE TfiAT 1HE M1NlrNUM CONSIRUCIID CROSS SECTION MEETS ALL DES(GN REU1RfblENTS ' % j / / / / / / .1 /' , ! / _ -' -' '` _.e_ -` - -' ` "`' \•\ I. \ 1 \ \ 3. ENSURE THAT THE lOP OF THE DiKE IS NOT LO}fER AT ANY POINT IRAN THE DES/til ELEI/AT/ON PLUS THE SPECIFTID SE77LE;{1fft'7. y/l //! I t { _ : f / J - - - - - - ! / - -'�' r - V -1 1, ' t:,. _. \ \� �\ \ \ t \ \ as '` ` cat //I l / / �, - - f /j f! / y_� - - - �__ _ y - %" y 1 �. - - ••-•- - l _ -.- - -. .`,`` \\ \ I i \ \• \ t \ \ \ � � 4. PROVIDE SUffIA'ENT RiX?A! AROUND ptVFRSIONS TO PERMIT MACHINE RF6RADIN6 AND CLEANOUT. r',. /,% � / /// j f /r /" `\ -- _ r /- z;r->; / ✓'' - - - - _-_ -__ O/ ./ -`-= - - �• FOR -PHASE iWO.-A 1 i9,- ._- -„ - ,\\' �� _ -� :,\ \ t' t\ \ \\\ , ` \ \ \ / /ii </ / // r// 1 / / r _ - �-- -.7/ / / �- -r j ONLY' SEWER.WILL B�. iN,ST;,f LLE _ _ - - l r� itlt 1 ,ti 1 \\ \\ t \ \ _ . 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WMENATELY REMOVE' SEDIMENT FROM 7HE ROW AREA AND = �I /I/ !i I r// 'r / / r / �. .� .! - - _ f`� // r r G / y- -� _ , - 1' DRAINAGE, FhS S TOW,I' EFT' -� f ` ®` _�: `-;- �r-� 1` b f 1 t i t \ \ , /! %r,., -,. / ,r' / + T -- ,.- - _- •� �- / �' k ° cT, t TEMP08ARl ' DiVERStO .SFtALL- REMAIN r - l t t \ \ \, \ ', \ RE7'AfR ltlE UIVERS/ON RIDE CARFIi111Y L}IEI,YC OU1tE7S AND MAKE TIMELY REPAIRS AS NEEDEtJ ff3fEN THE AREA PROTECTED !S , / / J / - _ / - - -'' - f WILL t3E BUNT IN .PH SE ; UUO'B. -'' FRO&FE D_OF- PAVFMI T� FOR HASE ` _ \ \t r ,, i 1 \ '\ \ \ \ a fl-_:5- - ,� �ir /J / J _ -- t - - - 1l �t ~` _ r 1 } \ \ PERMANENTLY STADlt1IED REMO6i NE RIDGE AND THE tr71ANNEL TO BIEJVD iNTN THE NATURAL GROUND LEYEt AND APPROPRIAlEZY STAt�LIZE r a cv / j r/ / J /// l /,.e --i , ••� _, ' k - / r ' i - c i. .. ?s \` 1 ( r !% �- 1 / - �r t r✓ // / f L i i� E!`t P t tI ! 1 1 t r _ \ \ \ '� \ ` \ \ ` -lT _ 4��- ". - ___ . / - TWO 'A j0_TFiE -S'RJB OUT- OE°'C.B:#5. 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H RAIN C7' i \ k \ \ \ \ \ \ l / 4,77 Ac. / T� -r. r - _ i r l : �� \ ® ii , - 1' S' r } \ \ ; \ \ \ , - s:.:' ;.:.' i 1 f + / ''t cis`y>z. 16.677 6 S 4' • .: , t t \ t ; \ ! a....•: - \ / r ? .,c:. t \ J \ - I 6 . W FE \ y t N a t t I t \ \ \ \ \ - ,....,: t , \ / i ,°. °'.l ":' \ /� \ i , I , t = t ' \ \ \ -n'; t J+ , D' ::::::. ;. 4?.... 3 \ f ^, - r \ r \ . 8� S 1 t t s �i - FE 1 �r :.: r.. r t \ rr21 t` \ \ �' / \ Y\.. , :ra r' `r✓ 11 0.1$ Ac. ., .:,:; J 1 INV. 232.04 \ , t t _t } �.i� \ \ y \ t 7 /. C �:;;: / \ 1 .- %-7 j' \ 7`_ SILT CE \ i c� 1 \. \ \t • . /r t ,' • ..� �' i ' _ 1 t 1 „katip cos. F� ''� ' \ ` \ i \� °° f... �u r f s . `° ' . ' ,s '. \ \\ -'t , ,' \ -t t \ \ \ \ \ \ ! , ! � r % t. � ! ` i p , ". N / r '� .. . � ` f OUTLET 13 \ \ �-'°C \ \ \ ` \ \ \ 1 t •_ i 8 O ,.:;:= / / r: °_ ;:,. �,. ;. --..\ , °I 20'x22' CLASS B �" .- \ 1 i/ \ \�r:• :n. :, a A t -1-- \ \ \ t \ \ ° , t \ \ / / &,�J70 S h`r 25'R t: : ;, . , ' ! f RIP-RAP OUTLET , t \ . . \ 0 6/AC. f , r..: `'\ t` _ r, t P oTECT10N M t \ \ \ \ \ \ -, \! \ ( I \ / �, °a _ �t 22 !N DEPTH � , _ Et . � t l t t \ \ . � .� \ y i��� \ \ / ., ;� . \ ,,. r \ -,. \ _'"'( �j (y' 1 ' \ . \ \ ti �\� �, `, (} t `� '� S �w -�.:.. aNSTR_U QN '-. �! \ �( OVER MERAFt i 40N t ! i 11 t t t t t l \ -_ .\ . • \ ``\ , t \ f 71 p - = � ` \ \ ! 6 l t t \ 't \ \ \ \ \ \ \•t \ \ \ \ �,; e ! \ \ \ \ \ t \ / TOP - �'NTQANG'E �/� �\ �/ /% \ SI T. FENC 1 1 tf ® t. t t t t " \ \ \ \ \ \ \ \ \ \ \' e` ; \ �,\ \ \ \ \. \ / , ' . \ \ \ ' j,/ Ihly. our 2� -s. �o ` !\ / / ` �' 'y \ EX. ± M.H. .1 OUTLET t i it/ J � N , � \ \ 4 1, ,- t / \ \ t \ \ ` \ . t \ \ \� '\ \ \ ` \ \ C�, ._� 6, 978 '5.F. 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E' ,i1` s `; - ' \ \ \ I { i t { I \ \ \ \ \ \ `\ \\ \ t l , \ t ~ \ \ \ \ ,1 t \ \ ".e '' /rr'� i '},r NOT ro scatE - \ i { l \ \ 1 \ e ,t,, jr / jr /i /,� \ \ \�/ \ t -' // ,/ r// STANDARD METAL POSTS 2' -Ir IN GROUND \ \ i \ \ \ 4 • \ r \ \ \ / 1 , GON U�TIOIV iCE \ I J \ \ \ \ \ \ \ \ ` t , t \ / / // / / - / rI , . 1, / / 11 Ill �KiI�t�Ei� SEDIMENT BASIN \ / I t \ \ \ 1 1 \ \ \ N. /' �/ / -- GALVAN1ZfD HARDWARE WIRE ® D CLOTH _ "• � \ \ \ / / L - \ \ \\ ,-\, \ \ \ \ \ \ \ \ t � i I \ \ \ � \ \ / \ \ \ \ t / . ' t 1 /, ;\ / /i ! / ''/ / � /F / // , \ ` \ \ \ // \.. / !: / ,r ICI EXTENDS 7t) TOP OF BOX 4 ® IN P �`rTION \ \ / f s \ \ i f t - \ \ - 1 \\ \ \ \ i / 1 I , \ '\ \ \ / %r, z / r' / /, \ T` / ,1 �`'/r -•'�Y�' 10 . -_� PO Y PIPE \ \ \ / / /' / ' - ) / 1 / t t I , \ \ \ \ \ - - � -`ri /$ r • '' / /,/! 'J / n tl/AfNTEN,iNt:E: INLET PROTECTION \ ` \ \ � / / / t / l /1 \ \t \\, \ \ i.� i \ \ J.'/ / r , /,, -,,� /� /), , �.�,, ,_ / cif INSPECT THE BARRIER AFTER EACH RAIN AND t11AK diEPA1RS AS NEEDED. t / // / / / `\ \ \ ` \ `\ 1 / r // ./ / f ° 1 °''Y r r r •/i /' % r ,' ®g{i l l i l l! ®ll�o Q 0 S !!! AS NECESSRY r0 PROVIDE ADECIL47E STORAGE VOLE ►ME FOR / / t \\ ", \ r' /' ` A ! '/ r ' • " �^� � . ®t® °g /'I, q + REb! YE EP txVT iiQ V SUBSEQUENT RA1N5 iir/JEN THE CONTNtBt/TJNG RRAtt'iiGE AREA llilS BEEN PI�® d'.i'TI j j/ \ \ \ ` \ \ \� ' \ \ ,- ' r' -1 /,% ill % ^,,I / r may` �� �iA ®1 '` 00 t >,• ADEQUATELY STi4B1LlZED, AEAIDVE ALL MAtERlALS Ad1D ANY ltN5lABLE SOtI, AND ! l / / /' / \ �. \ \ / r%/ , . // ii' ! , yy (�, tee,. • • •' • • • ® �i, o Z El?7lER SALVAGE OR DISPOSE OF !T PROPERLY. BR /t!li lilE G15TURBED AREA r0 ®`° '� t \ \ / ' r r - ;., ;: '%' j'.ts/ r.-- ®® rESB /p '., s� r� }y�� +ate % PROPER GRAPE, THEN SMOOTt! AND COMPACT !T: �iftsROPR/ATELY STA81LlZE ALL NOTE: / / . , \ , a:- ,: / -,, Q ! °; �' 84RE AREAS AROUND THE INLET. r / / // '�� \ `' - `� // - ` �' "t:✓tr r %'X ,,,, *- ' / , '/ DEAL " Q X d� sat: ALL SLOPES STEEPER THAN 3: i '/ ; `/ / J / / 1 I � / /� /,\ " . - - - i „ r / , ,', ,',,: % o Ala k CONCRETE TRUCK / / .` '.i . ,' :. a ;:•',. r r a SHALL HAVE EXCELSIOR MATTING ,' / // i t l ,-s / ,- !--\ I• ? ;:r; t ;k,!%'` -,I' / „ °° _ UCFC Vt/ASH -OUT 1 / 1 // / 19843 PLACED OVER SEED AND STRAW r / 11 a � S7 WASHED STONE PLACED TO A HEIGHT O,T / / / ,. �!. J t, / ' f; 'f a"_ f f }/ / �,. r +' ®s / S`��°7 '!, 4�$- �- T- � Q• ie dt •ty 12' -18° MINIMUM ABOVE TOP OF Box �"`-` D °�, m TEMPORARY DIVERSION sr s -•' -- / r / , r/ J :'., j : t, t' L•' iy • • se® i. �jO� o c _ J i :: !! 119 SCALE: 1 50 -,/ � . f J, / ;:, ,.. , /' ®,, 9, ®� O�Q.a0n, 0 c0a.� ®. �. TOTAL AREA DISTURBED 7.111 Ate. j� I/, ., i i' ® 'Q 11 ,r r /f / 11.11 / 11 I I - cmwu 0 5U 1 tJ0 125 i 50 �/ %_r/ r r . / EROSION AND SEDIMENTATION CONTROL NARRATIVE PROJECT DESCRIPTION The purpose of this project is for construction 'of streets and utilities for AW -8 Phase Two ® Flowers Plantation. The project is owned by The Riverdell Company. The site is currently undeveloped. Approximately 7.41 acres will be disturbed during construction. The maximum fill will be 8 -10 feet. The project is scheduled to begin construction In August 2013 with project completion and final stabilization by March 2014. The erosion and sediment control program fcr this project will include the installation of a suitable construction entrance, silt fence, outle protection. Inlet protection, and skimmer basins with temporary seeding of the site. ADJACENT PROPERTY The Riverdell Company owns most land adjacent to the proposed construction area. SOILS The soil at this site is a sandy clay. EROSION AND SEDIMENT CONTROL MEASURES All vegetative and structural erosion and sediment control ractices shall be constructed and maintained by the contractor according to these plans and specifications and the minimum standards of the Dept. of Environmental Management, Land Quality Section and Johnston County. The contractor shall also follow any additional requirements as outlined by the Project Engineer. Structural Practices 1. Vehicle wheels shall be clean when leaving the site to prevent the tracking of mud on paved roads. 2. Construction Road Stabilization: Construction traffic shall be limited to stabilized areas. At a minimum, a temporary gravel construction entrance shall be provided as shown on this drawing. 3. Silt Fence: Slit fences shall be provided where shown and as needed on the site plan. These barriers shall be used to contain sediment. 4. Rip Rap /Gravel Filter Sediment Basins: Construct basin to the shape and dimensions shown in the details. The basin is to be placed below the existing ditch flaw line by 2' with the berm built above as dimensioned. Management Strategies 1. Perimeter measures are to be installed prior to grubbing or grading. 2. Tail Ditches shall be stabilized immediately following their construction. As an alternate, rock check dams may be provided at their outlets and /or the terminal downstream end of disturbance until ground cover Is implemented. 3. Stockpile and/or waste areas must be maintained within the limits of the areas protected b the proposed measures and otherwise temporarily seeded if to be left stockple:d over 15 colander days. 4. Construction shall be planned so that grading operations can begin and end as quickly as ossible. Silt Fences shall also be Installed prior to or as a first step In construction. 6. The Contractor shall be responsible for the installation and maintenance, of all erosion and sediment control practices. Vegetative Ground Cover Immediately following grading, all areas shall receive either permanent or temporary seeding, as applicable, as follows: Site Area Description: Stabilization Time Frame: Stabilization Time Frame Exceptions: Perimeter dikes, swales. 7 Days None ditches & slopes. High Quality Water (HOW) 7 Days None Zones Slope steeper than 3:1 7 Days If slopes are 10' or less In length & ars not steeper than 2.1, 14 days are allov4d. Slopes 3:1 or flatter. 14 Days 7 Days for slopes greater than 50 feet in length. All other areas with slopes 14 Days None (Except for perimeters and HQW flatter than 4A 1 1 Zones) PERMANENT SEEDING SPECIFICATIONS SEEDING MIXTURE SPECIES RATE (LB /ACRE) TALL FESCUE 200 SERICEA LESPEDEZA 30 KOBE LESPEDEZA 10 PENSACOLA BAHIAGRAS 50 SEEDING NOTES 1. FROM SEPT, 1 - MAR. 1, USE UNSCARIFIED SERICEA SEED. 2. ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE TO 30 LB /ACRE. 3. WHERE A NEAT APPEARANCE iS DESIRED, OMIT SERICEA AND INCREASE KOBE TO 40 LB /ACRE. NURSE PLANTS BETWEEN APR. 15 AND AUG. 15, ADD 10 LB /ACRE GERMAN MILLET OR 15 L,g /ACRE SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG. 15 ADD 25 LB /ACRE RYE (GRAIN). SEEDING- DATE BEST POSSIBLE EARLY SPRING: FEB. 15 -MAR. 20 FEB. 15 -APR. 30 FALL: SEPT. 1 -SEPT. 30 SEPT. 1 -OCT. 31 SOIL AMENDMENTS APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 3.000-Z,000 LB /ACRE SEDANGRASS. PRIOR TO MAY 1 OR AFTER AUG 15, ADD 25 LB /ACRE RYE (GRAIN). MULCH . APPLY 4,000 LB /ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR ROVING OR BY CRIMPING WITH A MUL,^H ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOO -1. MAINTENANCE IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERMLIZE THE SECOND YEAR, ACCORDING TO SOIL TESTS OR TOPDRESS WITH 500 LB /ACRE 10 -10 -10 FERTILIZER. MOW AS NEEDED WHEN SERICEA IS OMITTED FROM THE MIXTURE. RESEED, FERTILIZE, AND MULCH. DAMAGED AREAS IMMEDIATELY. Maintenance 1. Reseed and mulch bare spots lar er than 9 square feet (limited to 5% maximum of site area.) 2. Maintain all seeded areas until un�form stand is acceptable. 3. if growth is not established by final project Inspection, continue specified attention until the stand is acceptable. 4. Correct and repair all undue settling and erosion within 1 year after final inspection. 5. Remove from the site, all erosion control structures after complete stambilizatlon at end of construction period. 6. Remove silt from sediment pits and from behind check dams when silt is within half depth of the pit or spillway. Dispose of In an area where silt cannot re -enter pit / trap. Calculations The practice utilized for the proposed site did require formal calculations. Calculations have been provided. OWNER RIVERDELL COMPANY 4880 NC 42 EAST Clayton, NC 27520 919.553.3086 (v) CONSTRUCTION SEQUENCE: 1. Obtain erosion control plan approval prior to beginning land disturbance. Retain a copy of the approved erosion control plan and permit on site. Call the NCDENR @ 919-791-4200 to notify the State Inspector of a start date prior to land disturbance. 2. Clear the area needed to construct the proposed construction emmnce. 3. Construct the construction entrance as shown on the plans. Main i"ain the construction entrance daily to ensure that mud and silt will not be tracked onto the paved surface. If mud it tracked onto the road surface, it is to be removed immediately. 4. Construction entrance location may not vary without prior approval from Engineer and NCDENR. 5. Clear the area needed to access and construct sediment basins. 6. Construct sediment basins. Stabilize immediately. 7. Clear the area needed to construct the perimeter erosion control measures including temporary diversion ditches, silt fence, and rock check dams. 8. Construct the temporary diversions and silt fence. Tie temporary diversions into sediment basins, where applicable diversions & basins shall be seeded, mulched, & anchored upon installation. 9. Begin clearing, grubbing, and topsoil stripping for roadway rights-,01-way. 10. Rough grade all roadways. .11. Construct sanitary sewer system throughout project. 12. Construct the storm sewer system throughout the project. Install islet protection devices. 13. Construct curb and gutter and CABC on roadway. 14. Seed, straw and tack areas behind the curb and gutter that are graded to their final disposition. 15. Upon stabilization of seeded areas. 16. Complete the construction of storm sewer pipe. 17. Construct permanent outlet protection devices at pipe outlet. 18. Upon completion of the project, remove silt fence. 19. Seed, straw and tack any remaining exposed areas. INFLi SiRL PVC END CAP PVC END CAP-/ PVC TEE NOT TO SCALE PVC ELBOW SCHEDULE 40 PVC PIPE PVC PIPE 1/2" HOLES IN RUBLE HOSE\ UNDERSIDE END VIEW NOT TO SCALE PVC VENT -N PIPE `- SCHEDULE 40 PVC PIPE 0 FRONT VIEW NOT TO SCALE -- ORIFICE PLATE PVC TEE DEWATERING ZONE FILTER FABRIC NOT TO SCALE STRUCTURE SEDIMENT STORAGE ZONE EMERGENCY SPILLWAY COIR FOER BAFFLES 1' FREEBOARD-",, - -EMBANKMENT 6" MIN. INVERT SHARON OF EMERGENCY EMERGENCY SPILLWAY SPILLWAY CROSS-SECTION VIEW NUT TD SCALE PIPE OUTLET TO FLAT AREA NO WELL- DEFINED CHANNEL �1 PLAN VIEW Lu I r ff-i 'lr FILTER BLANKET OR (MIRAM 140N) SECTION A -A PIPE OUTLET TO FLAT AREA NO WELL - DEFINED CHANNEL CONSTRUCTION SPEaRCADONS 1. Clear, grub, and strip the area under the embnkment of all vegetation and root mat Remove all surface soil containing high amounts of organic matter and s`ionoble material to the temporary sediment control s' a stockpile or dispose of it property. Maul all nlifec.. m designated disposal area. Place temp y o! measures below bash s needed 2 Ensure that All material for the embankment iW free of root4 woody vegetation, organic matter, and other objectionable material. Place the Al in lifts not to exceed 9 inches, and machine compact it Over 17x1 the E- wbankment 6 inches to allow for settlement J Shape the basin to the specified dimensions :Prevent the skimming device from settling into the mud by excavating a shallow pit under the skimmer or providing a low support under the skimmer of stone or tlmba-,, 4 Place the barrel (typicolly 4 -inch Schedule 40 140 pipe) on a firm, smooth foundation of impervious soil. Do not use pervious material such as sand, gravel, or crushed stone as backNI around the pips Place floe hil material around the pipe spillway in 4 -inch laysm and compact it under and around the pipe to at least the same density as the adjacent embankment. Care :roust be taken not to raise the pipe from the firm contact with its foundation when compacting under the pipe haunches Place a minimum depth of 2 feet of compacted backfill over the pipe spillway before crossing it with construction equipment in no case should the pipe conduit be installed by cutting a french through the dam aRa, the embankment is complete 5 Assemble the skimmer following the manufactures instructions, or as designed. 6. Lay the assembled skimmer on the bottom of the bosh with the flexible Joint of the inlet of the barrel pips Attach the flexible joint to the barrel pipe and position the skimmer over the excavated pit or support 5e sure to attach a rope to the skimmer and anchor it to the side of the basin. This will be used to pull the skimmer to the side for maintenance X Earthen spillways - Install the spillway in undlzliurbed sail to the greatest extent possible. The achievement of planned elevations, grade, design width, and entrance and exit channel slopes are critical to the succes-Aul operation of the spillway. The spillway should be lined with laminated plastic or impermeable geotextile fabric lire fabric must be wide and long enough to cover the bottom and sides and extend onto the top of the dam for ancharing in a trench. The edges may be secured with 8 -inch staples or pins The fabric must be long : twough to extend down the slope and exit onto stable ground. The width of the fabric must be one pieca not joined or spliced otherwise water can get under the fabna If the length of the fabric is insufficient for the entire length of the spillway, multiple sectlon4 spanning the complete width, may be used The upper sectlon6) should overlap the lower section(s) so the water cannot flow under the fabric Secure the upper edge and sides of the fabric in a trench with staples or pins 8 inlets - Discharge water into the basin in a mofine r to prevent erosion. Use temporary slope drains or diversions with autlet protection to divert sediment -laderl water to the upper end of the pool area to impro~ v. basin trap efficiency. 9. Erosion control - Construct the structure so tli2t the disturbed area is minimized. Divert surface water away from bare areas Complete the embankment before the area is cleared. Stabilize the emergency spillway vribank ne nt and all other disturbed areas above the crest of the principal spillway immediately after construction, 10. Install porous baffles as specified It After all the sediment producing areas have bcr.,.-n pemmnenfly stabilized remove the structure and alt the unstable sediment Smooth the area to blend with the adjoining areas and stabilize property. MAINTENANCE Inspect skimmer sediment basins at least weekly <:ind offer each significant (one --half inch or greater) rainfall event and repolr immediately. Remove sediment and restore the basin to its original dimensions when sediment accumulates to one -half the height of the first baffle. Pull the skimmer to one side so that the seeflment underneath it can be excavated. Excarle the sediment from the a ntfre basin, not just around the skimmer or the first cell Make sure vegetation growing in the bottom of the basin does not halm' down the skimmer. Repair the baffles if they are damaged Re- ancrtor the baffles if water is flowing underneath or around them. if the skimmer is clogged with trash and there is water in the basin, usually jerking on the rope will make the skimmer bob up and dorm and dislodge the debris and restore flow: if this does not work, pull the skimmer over to the side of the basin and remove the dekia Also check the arifrce inside the skimmer to see if it is clogged if so, remove the debris If the skimmer arm or barred pipe k clogged, the orifice can be removed and the obstruction cleared with a plumber's snake or by flushing with water. Be sure and replace the orifice before repositioning the sk7 rimer. Check the fabric lined spillway for damage and m vhe any required repairs with fabric that spans the full width of the spillway. Check the embankment, spillways, and outlet for erosion damage; and inspect the embankment for piping and settlement. Make all necessary repairs immediately. Remove all trash and other debris from the skimmer and pool areas Freezing weather can result In Ice forming in the basin. Some special precautions should be taken in the winter to prevent the skimmer ;f om plugging with ice. Maintenance Notes: , 5-a FILTER BLANKET :� ' OR (MIRAFI 14ON) SECTION A -A PIPE OUTLET TO WELL - DEFINED CHANNEL GENERAL NOTES: 1. La = THE LENGTH OF THE RIP RAP APRON. 2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6 ". 3. IN A WELL-DEFINED CHANNEL EXTEND THE APRON UP THE CHANNEL BANKS TO AN ELEVATION OF 6" ABOVE THE MAXIMUM TAiLWATER DEPTH OR TO THE TOP OF THE BANK, WHICHEVER IS LESS. 4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIP RAP AND SOIL FOUNDATION. 5 FLARED END SECTION I S OPTIONAL SEE P LANS FOR REQUIREMENT. 6. SEE PLAN AND PROFILES FOR ACTUAL DIMENSIONS. M 1. Do not let any area remained exposed for more than 7 or 14 calendar days according to chart without applying temporary seeding:,, 2. Maintain all erosion contrc'. measures daily and reseed disturbed areas as needed. 3. inspect all erosion control measures weekly and after each rainfall event. Repair as needed. 4. At the end of each day's storm drainage operation, construct a temporary pipe inlet protection device until the next day's operation continues. SCALE: N.T.S. MOD OR -M AL PO$r �MLRA ffOOK OR 7REWRA slrrs POST T FMCS SUPPORT ROPE TO SUPPORT POST, STAKE TO WRE TO PREVENT 24" INTO BO SUPPORT F SAGGING OR 5iDE WRE CM MESH OR SIMILAR, -f STAPLED OR TRENCHED INTO BOTTOM OR SIDE i SED BASIN BAFFLES D -04 SCALE: N.T.S. SEE EROSION CONTROL PLAN SET CLEAN -OUT STAKE AT 112 PIT VOLUME CROSS SECTION EMERGENCY BY -PASS 6" BELOW OVERFILL 6" SETTLED DESIGN FOR SETTLEMENT TOP OF DAA SETTLED TOP ' SEE EROSION CGa'JTROL PLAN FOR ACTUAL PIT OIMENSIONS '1 l •`l NATURAL GROUND GENERAL NOTES: 1. Clear, grub, and strip the area under the embankment of all vegetation and root mat. Remove all surface soil containing high amounts of organic matter and stockpile or dispose of it properly. Haul all objectionable material to the designated disposal area, 2. Ensure that fill material for the embankment is free of roots, woody vegetation, organic matter, and other objectionable material. Place the fill in lifts not to exceed 9 inches and machine compact it. Over fill the embankment 6 inches to allow for settlement. 3. Construct the outlet section in the embankment. Protectr the connection between the riprap and the soil from piping by using filter fabric or a keyway cutoff trench between the riprap structure and the soil. Place the filter fabric between the riprap and soil. Extend the fabric across the spillway foundation and sides to the top of the dam; or Excavate a keyway trench along the centerline of she spillway foundation extending up the sides to the height of the dam. The trench should be at least 2 ft. deep and 2 ft. wide with 1:1 side slopes. 4. Clear the pond area below the elevation of the crest of the spillway to facilitate sediment cleanout. 5. All cut and fill slopes should be 2:1 or flatter. 6. Ensure that the stone (drainage) section of the embankment has a minimum bottom width of 3 ft. and a maximum side slopes of 1:1 that extend to the 'bottom of the spillway section, 7. Construct the minimum finished stone spillway bottom iff.Jdth, as shown on the plans, with ' 2:1 side slopes extending to the top of the over filled embankment. Keep the thickness of the sides of the spillway outlet structure at a minimum of 21 inches. Tha weir must be level and constructed to grade to assure design capacity. 8. Material used in the stone section should be a well - graded mixture of stone with a d size of 9 inches (class_ 8 erosion control stone is recommended) and a maximum stone size of 14 inches. The stone may be machine placed and the smaller stor,,es worked into the voids of the larger stones. The stone should be hard, angular, and highly weather - resistant. 9. Ensure that the stone spillway outlet section extends do ,,imstream past the toe of the embankment until stable conditions are reached and outlet velocity is acceptable for the receiving stream. Keep the edges of the stone outlet section flush with the surrounding ground and shape the center to confine the outflow stream (References: outlet Protection). 10. Direct emergency bypass to natural, stable areas. Locate bypass outlets so that flow will not damage the embankment. 11. Stabilize the embankment and all disturbed areas above the sediment pool and downstream from the trap immediately after construction (References: Surface Stabilization), 12. Show the distance from the top of the spillway to the ,sediment cleanout level (one -half the design depth) on the plans and mark it in the field. N.T.S. ` 1 %1`11111111 "1 ® ®`4 ®'4Q� CAR,® S. SEAL 19543 F4!G f1Ei15�` ®. a 0 Z en 4 U � en ui ,a N m l f.4 M '¢ N Z v � r ti �( ' ,. 0 of 10 L0 In r • .. • CL ILL UJ LU LU Go ,r .. ,, in P4 a .. PAVEMENT OR FINISHED GRADE GATE VALVE TO BE SAME DIAMETER AS MAIN LINE TAMPED BACKFTLL LLATiON WATER ° OLIN. VALVE STANDARD DETAIL 22 1 611m BOX Tamporry Blow O$ Pala TAMPED Assembly 7iiiMED COUPLING MCKFIL L A I If A e V THREADED BRASS PIPE 1 a A '•r.:i CONCRETE BLOCKING 6 'tt °.�• MIN. 1/3 C.Y. AT 3DO0 P.S. ,9. BRASS io EMBED ON TOP OR SiDL t VALVE BOX 5/8' TYPE 3D4 STAINLES9 CONCRETE MUST THREADIED RODS IN. 4 ) 2' THREADED BRASS 5 MIN. W CAP W/ 2" * PIPE (12" IN LENGTH) PAY ITEM NCLUDES ALL ITEMS EXCEPT MAIN LINE VALVE TEMPORARY BLOW —OFF ASSEMBLY NOT TO SCALE NOTES: 1: CONCRETE SHALT. BE 3,000 PSI MiN. 2. CONCRETE FOR THRUST BLOCKING SHALL BE KEPT FAIRLY DRY, THUS MAKING THE CONCRETE WEDGE SNAP MORE EASILY FORMED WITH THE WIDEST PART (BLOCKING AREA) AGAINST UNDISTURBED SOIL 3. NO CONCRETE SHALT. COYER ANY BOLTS OR GLANDS. 4. ALL FITTING AND ACCESSORIES TO B WRAPPED WITH 10 MIL POLYEIHYLEN PRIOR TO POURING BLOCKING. 5. VOLUME OF THRUST BLOCKING SHAL BE AS SHOWN ON THE THRUST BLOCKING SCHEDULE. PLAN BENDS PLAN' TEES is, MIN. - 90" 0 &LESS 24" MIN. - 12" 0 do GRFA ' MPL .:t y4Vr� i!1 SECTION X-!--X PLAN ELM BENDS & TEES PLUGS WATER PAGE JOHNSTON COUNTY DaputmentofPubaalTaadas STANDARD DETAIL 22 1 611m P.O. 6=2283 Tamporry Blow O$ Pala wiih md,No 276" Assembly of47 NOTES: 1: CONCRETE SHALT. BE 3,000 PSI MiN. 2. CONCRETE FOR THRUST BLOCKING SHALL BE KEPT FAIRLY DRY, THUS MAKING THE CONCRETE WEDGE SNAP MORE EASILY FORMED WITH THE WIDEST PART (BLOCKING AREA) AGAINST UNDISTURBED SOIL 3. NO CONCRETE SHALT. COYER ANY BOLTS OR GLANDS. 4. ALL FITTING AND ACCESSORIES TO B WRAPPED WITH 10 MIL POLYEIHYLEN PRIOR TO POURING BLOCKING. 5. VOLUME OF THRUST BLOCKING SHAL BE AS SHOWN ON THE THRUST BLOCKING SCHEDULE. PLAN BENDS PLAN' TEES is, MIN. - 90" 0 &LESS 24" MIN. - 12" 0 do GRFA ' MPL .:t y4Vr� i!1 SECTION X-!--X PLAN ELM BENDS & TEES PLUGS THRUST BLOCK DETAIL NOT TO SCALE Name to Drawn 8 . PAGE Ctxresed Br. I JOHNSTON COUNTY PLATER BY.' I DepubnolofPubkUMm STANDARD DETAIL 8 srala PA8=22ia Thrue Block &,R*K NO 27M of 47 RaY. rfesul on Oafs �5 WO 46• NIND 22 1 611m 11 1/0 8120 7M a +O Pala ILIA! BE PLACED AT R/W PMW t'-D° 6 A I If A e 1 A 1 a A a 4 6 1-O' PAINTED SLACK ,9. BRASS io EMBED ON TOP OR SiDL t VALVE BOX »y D.I. PiP,: ' K, r r V 1 r r I la' rw_A IC tx w IV w e rf e 13D° to° Ix iV fa' t3° fu' so° s V e a' � '1w 1x 1x 2r PAVEMENT Id IV t0° tt r 1a' a 1C �� 'i7° 1r IV 2b' JOHNSTON COUNTY o► 60*11wNo 27M m' Iii 1x it r fa• e' 1x 4:3' f6' fa' 3D' 1r 2x IV IV te' 1V it td t4' y 'a° 16' iC st' te° 2e° 10• 14' so, tx se Ix 10' 4 w 20' 20° 3e• 2' 33' 26' 20 to' te' 13• 1x tY ;i )r la° 2r 43° 24' 4e' 33' W 21° Ur 1b° IV 11° �� U' 2!' 2S' 6S' THRUST BLOCK DETAIL NOT TO SCALE Name to Drawn 8 . PAGE Ctxresed Br. I JOHNSTON COUNTY PLATER BY.' I DepubnolofPubkUMm STANDARD DETAIL 8 srala PA8=22ia Thrue Block &,R*K NO 27M of 47 RaY. rfesul on Oafs REIHFORCiNG SE ETON 519: 6° TO 16' MAINS = 12 -N0. UNDISTURBED 7 BARS SOIL 20" TO 36' MAINS = 12 -NO. CONCRETE 'THRUST 8 BARS _ COLLAR (3,Doo P.s.L) BARS PLACED AS SHOWN RING TRENCH WALL { 3 ' AD.I. P• T TRENCH ° $A : ^� TAMPED BACKETLL WALL -° . a +' PLAN UNDISTURBED SOIL SCHEDULE �5 COAT HYDrr,AWT BONNET AND NOZZLE CAPS PAVEMENT OR a N fMVI 1. VALVE MARKERS SHALL FINISHED GRADE a +O SILVER MODEL #1440 ILIA! BE PLACED AT R/W —T {l t'-D° 5/8' TYPE 344 STAINLESS STEEL yE 2. LETTERS "MY" SHALL PUMPING & HOSE CONNECTIONS EQUAL TO COUNTY STANDARD THREADED RODS (MIN. 4 EA.) t'-4° FACE TOWARDS VALVE. THREADED COUPLING CAST IiL' ANC. & BREAK RING TO BE SET WITHIN 2' -4" 3. SHALL HAVE FINISHED GRAD 1-O' PAINTED SLACK ,9. BRASS io EMBED ON TOP OR SiDL t VALVE BOX »y D.I. PiP,: ' K, 3' 4. CONTRACTOR SHALL lij CONCRETE BLOCKING 4 EA, -- ¢3 REBAR — — —' HYDRANT TEE STAMP DISTANCE TO m .S.I. (1 EA...kNM COLLAR CENTER OF VALVE INTO SPECIFIED M.J. CAP W/ Oralvn sy, EMBED. 1 2' THREADED TAP Chaoked B . CONCREa _: THRUST BLOCK h 5. BLOW -OFF ASSEMBLY YFF1S SLIMED SQUARE, IWARKER (MiN. 12' IN LENGTH) SHALE. INCLUDE 1 Ek WITH E:,7ELED CORNERS TRANSVERSE AND LONGITUDINAL CUTS MARKER W/ 'B0' OR PAY ITEM Rev. D SmE" (MORE IF 'MV" CAST. PAVEMENT REQ "i:'I. GATE VALVE VALVE MOTTO SCALE VALVE MARKER DETAIL PERMANENT BLOW --OFF ASSEMBLY NOT TO SCALE DE's' G (4 C.F. MIN.) BEARtiSVG ON SOLID %' TYPE 304 S.S. THREADED RODS WATER STANDARD DETAIL Cutting and Repladng Pavement PAGE A G 9 o147 Name Date JOHNSTON COUNTY o► 60*11wNo 27M OR ). OR WATER STANDARD DETAIL VaiVe 418erksr PAGE 15 of47 Drawn B • I Drain C119cl ad BY. Dratm Br. Chac War. CL.EAtt OF COMO. ALL ITEMS EXCEPT MAiN UNE TEE 401NTS IN UEU OF THREADED RODS Chodked B mrTapaanantofPt>te> 4. FIRE': HYDRANT Date nIL BARrf=- SHAH. BE sews. tibY. Date nU. REIHFORCiNG SE ETON 519: 6° TO 16' MAINS = 12 -N0. UNDISTURBED 7 BARS SOIL 20" TO 36' MAINS = 12 -NO. CONCRETE 'THRUST 8 BARS _ COLLAR (3,Doo P.s.L) BARS PLACED AS SHOWN RING TRENCH WALL { 3 ' AD.I. P• T TRENCH ° $A : ^� TAMPED BACKETLL WALL -° . a +' PLAN UNDISTURBED SOIL SCHEDULE a 4 i COAT HYDrr,AWT BONNET AND NOZZLE CAPS PAVEMENT OR a ALERT' :REFLECTIVE FiRE HYDRANT PAINT FINISHED GRADE B SILVER MODEL #1440 SEE VALVE BOX 4° MIN TAMPED 13ACKPILL INSTALLATION 6.e.12° t'-D° 5/8' TYPE 344 STAINLESS STEEL yE 2' PUMPING & HOSE CONNECTIONS EQUAL TO COUNTY STANDARD THREADED RODS (MIN. 4 EA.) t'-4° t'-0' THREADED COUPLING MM BREAK RING TO BE SET WITHIN 2' -4" 2' BRASS NIPPLE 1-O' FINISHED GRADE OF FINISHED ,9. 24° VALVE BOX »y D.I. PiP,: ' K, 3' TWO CONCRETE BLOCKING 11-r — — —' HYDRANT TEE CONCRETE THRUST 2" BRASS NIPPLE MIN. 1/3 G.Y. AT 3000 (MIN. 6' IN LENGTH) .S.I. BMY S t i G 7 WATERLINE SIZE VARIES SEE PLANS COLLAR 1'-4' SPECIFIED M.J. CAP W/ Oralvn sy, NOM ALL PAVEMEW SHAH 2' THREADED TAP Chaoked B . CONCREa _: THRUST BLOCK h 5` MIN. 2' BRASS PIPE YFF1S SLIMED Our. (MiN. 12' IN LENGTH) PIPE UK PRIMARY HIGHWAYS 24" 69,252 TRANSVERSE AND LONGITUDINAL CUTS 1. MIN. OF 4 CU. FT CONCRETE THRUST BLOCK PAY ITEM Rev. D SmE" (MORE IF INCLUDES ALL ITEMS PAVEMENT REQ "i:'I. GATE VALVE VALVE MOTTO SCALE 2. CONE«. THRUST SHALL BE PLACED ON THE BLOC,, TO HAVE M11P67 STONE FILL WATER MAIN SIDE OF ROAD DITCH PERMANENT BLOW --OFF ASSEMBLY JOHNSTON COUNTY OOpa� marPW&U110"s P.O.0a 2=1 SWtM4Id,NC 27677 DE's' G (4 C.F. MIN.) BEARtiSVG ON SOLID %' TYPE 304 S.S. THREADED RODS WATER STANDARD DETAIL Cutting and Repladng Pavement PAGE A G 9 o147 9ANW (MORE IF HYDRANT LEG TO DIP MIN. 2 EA. PER SEGMENT NOT TO SCALE NOT TO SCALE OR ). OR Date JOHNSTON COUNTY P.Q. �2M smanimm, NO 215" 3. DRAGI HOLES AND PAY ITEM Aqua -Grip' RINGS OR ROMAC 3. I Drain FLANPIES SHALL BE FIRE HYDRANT ASSEMBLY INCLUDES GRIP RINGS MAY BE USED AT Dratm Br. Chac War. CL.EAtt OF COMO. ALL ITEMS EXCEPT MAiN UNE TEE 401NTS IN UEU OF THREADED RODS Chodked B mrTapaanantofPt>te> 4. FIRE': HYDRANT Date nIL BARrf=- SHAH. BE sews. PLuwr-r. FIRE HYDRANT ASSEMBLY Data PrAL NOT TO SCALE lRMI DoscrIP110A Name I Date JOHNSTON COUNTY DeepMrnmofPub&Uou" P o. ewcras3 SmkMmd.NO VW WATER STANDARD DETAIL Permanent Bt4w O$ Assembly PAGE of47 Name Date JOHNSTON COUNTY DopanmentotPobacunadm P.0.6ort22e3 smilydt"NO Von WATER STANDARD DETAIL Fire Hydrant Assembly PAGE 4 o147 CheGmd a . 1 1 Ch da 8 Approved Or. I I roved9r: scwa SCWB Rev. based Son "Dot Rev. Daa�aUmi Date L REIHFORCiNG SE ETON 519: 6° TO 16' MAINS = 12 -N0. UNDISTURBED 7 BARS SOIL 20" TO 36' MAINS = 12 -NO. CONCRETE 'THRUST 8 BARS _ COLLAR (3,Doo P.s.L) BARS PLACED AS SHOWN RING TRENCH WALL { 3 ' AD.I. P• T TRENCH ° $A : ^� TAMPED BACKETLL WALL -° . a +' PLAN UNDISTURBED SOIL SCHEDULE a 4 i Comm THRUST court ° a CONCRETE THRUST COLLAR (3,060 P.S.I.) A �. ANCHOR " RING MAIN .:. A B 6 6.e.12° t'-D° t'—o' REIHFORCiNG SE ETON 519: 6° TO 16' MAINS = 12 -N0. UNDISTURBED 7 BARS SOIL 20" TO 36' MAINS = 12 -NO. CONCRETE 'THRUST 8 BARS _ COLLAR (3,Doo P.s.L) BARS PLACED AS SHOWN RING TRENCH WALL { 3 ' AD.I. P• T TRENCH ° $A : ^� TAMPED BACKETLL WALL -° . a +' PLAN UNDISTURBED SOIL SCHEDULE PIPE »LiU m Comm THRUST court ANk M COUAR rM REMEE SEAM= WITH A B 6 6.e.12° t'-D° t'—o' 2' ONE Is' t'-4° t'-0' 2° MM 20' 1'-r 1-O' r ONE 24° V.4° 1'-O' 3' TWO 30° 11-r 9'-2° 4' TWO 36° 14-4° 1'-4' a TWO THRUST COLLAR INSTALLATION NOT TO SCALE Name Daia Drawn By'. WATER PAGE Chaeked e . JOHNSTON COUNTY STANDARD DETAIL n A der. Department of Pubae UWtiea 7 scam: P.O. B= ZW3 Thrust Collar amwaea, Ne 27677 Installation of 47 Row. I boa ' don OMe k. 1;=- PIPE SHALL BE BEDDED UP TO SPRING LINE AND MINIMUM 4" BELOW BOTTOM OF PiPE WHEN WET AREAS HAND PLACED ARE ENCOUNTERED. DENSELY COMPACTED BACKFILL TO 1 PT -- - - - -- ABOVE TOP OF PIPE _ -_ — - UNDISTURBED EARTH ELECTRONIC MARKER BADS AT 1DW ON iF CENTER & AT BENDS. MARKER BALLS SHALL BEDDED PIPE BE INSTALLED AT 1 1/2 TO 2' DEEP. M" WRHE PIPE SHAPED SUBGRADE _ _ MARKER BALLS SHAD. NOT BE SHALL. PROVIDE BEARING - - INSTALLED AFTER TRENCH HAS BEEN ALONG ENTIRE LENGTH COMPLETELY BACKFILLED. OF PIPE BARREL /2 PIPE O.D. 24" + D.D. MAX. 12' + O.D. MIN. NM WATER MAINS 8'0 AND SMALLER SHALT. HAVE MINIMUM OF 3' COVER. WATER MAINS LARGER THAN 8'0 SHAD. HAVE A MINIMUM OF 3' -6' COYER. PIPE LAYING CONDITION NOT TO SCALE Name Date Drum BY. WATER PAGE Checkad Sr. JOHNSTON COUNTY STANDARD DETAIL . me da oeportnidpaboaum" I IRS Seale P.O.em92M Pipe Laying smw mid. No 27577 Condition 01`47 Rev. Dascr9 on Data idt RI=: "TRAINED FLANGE ADAPTER A TOR ABOR ei cur NEW M= `UNIFLANGr' OR EQUAL =- SEAM= WITH - MJ ACCESSORY KIT OURED 'FIELD LOK' GASKET 3" MIN. CLEARANCE WE OR EQUAL DIP (BELL DIP (PE) 2 LOCK TYPE 0° MIN. METER 31e THREADED TYPE 304 CL 5i0P CHECK BLOCK SUPPORT OR OR TYPE 316 S.S. RODS sAW To NEW ISxiE MIN. 4 EA. i4 tt NMIJOWL HARNESS RESTRAINT DETAIL iakra71N0 PAVQAQtP NOT TO SCALE SEE THRUST BLOCK DETAIL ,.: : r• r Name bete JOHNSTON COUNTY OaPartmontofPubaeUw" P.0.8= 2M tli9em �� SIZE OF 45- BEND STATIC THRUST IN POUNDS 6° 4,328 _—_—_ WATER STANDARD DETAIL Restraint Harness PAGE 10 of 47 Oralvn sy, NOM ALL PAVEMEW SHAH 12" 17,312 Chaoked B . BE REPAOM WITIM THE SALE WEEK rr IS 16' 30,779 YFF1S SLIMED Our. 20' 48,091 PIPE UK PRIMARY HIGHWAYS 24" 69,252 TRANSVERSE AND LONGITUDINAL CUTS DETAILS FOR Rev. D Date nil CONCRETE BLOCKING y Mgw EXIST. WATER MAIN TAPPING SLEEVE TAPPING VALVE WITH VALVE BOX NEW WATER MAIN TAPPING SLEEVE & VALVE ASSEMBLY NOT TO SCALE NOTE: TAPPING SLEEVE SHALL BE FABRICATED OF 'TYPE 304 S.S. AND PROVIDE A 360' SEAL AROUND EXISTING PIPE WITH FULL CIRCUMFERENTIAL GASKET. Hama Date Drawn e . I WATER PAGE Chedtad Br. I JOHNSTON COUNTY roved DePnnrtwM*fP,rbilaUW0* STANDARD DETAIL scale: I P.0.5=2203 Tapping Sleeve and smV&W,NO27W Valve Assembly of47 Ray. I DescOft IDaW L FOR USE IN PAVED AREAS FOR USE IN UNPAVED AREAS VALVE BOX COVER FINISHED GRADE ���- --73ra" Miry, IN PAVED AREA 14° 1 1" FINISHED GRADE } IN UNPAVED AREA BASE COURSE 6" kTiE7; _ - - CONCRETE ENCASEMENT TAMPED BACKHM Y = - AT 3,000 P.S.I. a era" '. +' •4 VALVE BOX •' "' ' .. • : - -- TAMPED • pa`.. , •e - - SACKFILL °• WATER MAIN - -- VALVE VALVE BOX v 4 ' COVER TAMPED BACKFLLL - - BLOCKING CONCRETE ENCASEMENT SECTION ELM AT 3,000 P.S.I. f t�.P. MAY BE USED FOR VALVE BOX EXTENSIONS. 2. VALVE 80X SHOULD NOT CONTACT WATER MAiN OR VALVE. 3. CONCRETE PROTECTOR RING MAY BE USED IN LIEU OF ENCASEMENT IN UNPAVED ARtJLS. VALVE AND VALVE BOX INSTALLATION NOT TO SCALE Name Data Oraivn e . Chedted JOHNSTON COUNTY WATER PAGE g . STANDARD DETAIL 13 Scala: I Volvo and Valve srttdamld,NC 276x7 Box Installation of47 Raw. I DeawrIgUan I Data t 1�41EL ALL TAPS 2" AND SMALLER SHALL BE MADE WITH TAPPING SADDLE ALL TAPS LARGER THAN 2" SHALL BE MADE WITH TAPPING SLEEVE AND VALVE. NO DIRECT TAPS SHAH BE MADE. TAPPING SADDLE SHALL BE BRASS OR BRONZE FOR CG' THREADS WITH DOUBLE STRAPS, FORD 5-90, MULLET BR29 OR APPROVED EQUAL. TAPPING SLEEVE SHALL BE BRASS OR BRONZE FOR "CO* THREADS, FORD S-70, MUELLER H -134, JCM 403 OR APPROVED EQUAL FOR SDR -21 PVC. CLASS 20 POLYETHYLENE CORPORATION STOP SHALL BRONZE WITH CC" THREADS, MUELLER B- 25000, FORD FBWO, JCM 403 OR APPROVED EQUAL DUCTILE IRON _ PIPE P.V.C. PIPE (CLASS 50 CEMENT LINED} (CLASS 200) EM' ALL TAPS TO BE MADE ON TOP QUARTER OF MAIN. STANDARD WATER TAP DETAIL NOT TO SCALE Nerve Date Drain B • I PAGE Choftd BY. JOHNSTON COUNTY WATER Sri neowtabo torPubkum" STANDARD DETAIL 19 smte: PA 9=2= Standard Water Tap sml tw1 NO 27577 of 47 Rev. 0 Uon Dale L A TOR ABOR ei cur NEW M= 2' HOIJ =- SEAM= WITH - ax tom" CF7iEir1• OURED 51=10) 3" MIN. CLEARANCE WE MOM Dum UNC $ECONDARY_HIGHWAYS W LAMM & CiTY STREET' 2 LOCK TYPE 0° MIN. METER LLIPE CL 5i0P CHECK BLOCK SUPPORT OR OR UN sAW To NEW ISxiE 3e' S.S. THREADED RODS i4 tt NMIJOWL f4" OR 1 C TOSS 200 1� BJAS iakra71N0 PAVQAQtP ' • s ti.. SERVICE LINE' SEE THRUST BLOCK DETAIL ,.: : r• r R00 REQUIREMENTS CONCREIE�— -- SIZE OF 45- BEND STATIC THRUST IN POUNDS 6° 4,328 _—_—_ METER YOKE SHALL BE COPPERSEtTER 8' 7,594 SELECTED — — NOM ALL PAVEMEW SHAH 12" 17,312 aAt mb uum N a. - BE REPAOM WITIM THE SALE WEEK rr IS 16' 30,779 YFF1S SLIMED Our. 20' 48,091 PIPE UK PRIMARY HIGHWAYS 24" 69,252 TRANSVERSE AND LONGITUDINAL CUTS DETAILS FOR CUTTING AND 2. PLASTIC METER BOX SHALL. BE CENTURY #1015. NOS D1200, REPLACING PAVEMENT BENDS. MOTTO SCALE Noma Dale JOHNSTON COUNTY OOpa� marPW&U110"s P.O.0a 2=1 SWtM4Id,NC 27677 AND BLOCKING WATER STANDARD DETAIL Cutting and Repladng Pavement PAGE A G 9 o147 Oraw f B , NOT TO SCALE Checked i3 .. Date JOHNSTON COUNTY P.Q. �2M smanimm, NO 215" ApPrOnd a ,� I Drain scale Dratm Br. Chac War. Chodked B mrTapaanantofPt>te> Rev. DmaUDUon Date nIL CONCRETE BLOCKING y Mgw EXIST. WATER MAIN TAPPING SLEEVE TAPPING VALVE WITH VALVE BOX NEW WATER MAIN TAPPING SLEEVE & VALVE ASSEMBLY NOT TO SCALE NOTE: TAPPING SLEEVE SHALL BE FABRICATED OF 'TYPE 304 S.S. AND PROVIDE A 360' SEAL AROUND EXISTING PIPE WITH FULL CIRCUMFERENTIAL GASKET. Hama Date Drawn e . I WATER PAGE Chedtad Br. I JOHNSTON COUNTY roved DePnnrtwM*fP,rbilaUW0* STANDARD DETAIL scale: I P.0.5=2203 Tapping Sleeve and smV&W,NO27W Valve Assembly of47 Ray. I DescOft IDaW L FOR USE IN PAVED AREAS FOR USE IN UNPAVED AREAS VALVE BOX COVER FINISHED GRADE ���- --73ra" Miry, IN PAVED AREA 14° 1 1" FINISHED GRADE } IN UNPAVED AREA BASE COURSE 6" kTiE7; _ - - CONCRETE ENCASEMENT TAMPED BACKHM Y = - AT 3,000 P.S.I. a era" '. +' •4 VALVE BOX •' "' ' .. • : - -- TAMPED • pa`.. , •e - - SACKFILL °• WATER MAIN - -- VALVE VALVE BOX v 4 ' COVER TAMPED BACKFLLL - - BLOCKING CONCRETE ENCASEMENT SECTION ELM AT 3,000 P.S.I. f t�.P. MAY BE USED FOR VALVE BOX EXTENSIONS. 2. VALVE 80X SHOULD NOT CONTACT WATER MAiN OR VALVE. 3. CONCRETE PROTECTOR RING MAY BE USED IN LIEU OF ENCASEMENT IN UNPAVED ARtJLS. VALVE AND VALVE BOX INSTALLATION NOT TO SCALE Name Data Oraivn e . Chedted JOHNSTON COUNTY WATER PAGE g . STANDARD DETAIL 13 Scala: I Volvo and Valve srttdamld,NC 276x7 Box Installation of47 Raw. I DeawrIgUan I Data t 1�41EL ALL TAPS 2" AND SMALLER SHALL BE MADE WITH TAPPING SADDLE ALL TAPS LARGER THAN 2" SHALL BE MADE WITH TAPPING SLEEVE AND VALVE. NO DIRECT TAPS SHAH BE MADE. TAPPING SADDLE SHALL BE BRASS OR BRONZE FOR CG' THREADS WITH DOUBLE STRAPS, FORD 5-90, MULLET BR29 OR APPROVED EQUAL. TAPPING SLEEVE SHALL BE BRASS OR BRONZE FOR "CO* THREADS, FORD S-70, MUELLER H -134, JCM 403 OR APPROVED EQUAL FOR SDR -21 PVC. CLASS 20 POLYETHYLENE CORPORATION STOP SHALL BRONZE WITH CC" THREADS, MUELLER B- 25000, FORD FBWO, JCM 403 OR APPROVED EQUAL DUCTILE IRON _ PIPE P.V.C. PIPE (CLASS 50 CEMENT LINED} (CLASS 200) EM' ALL TAPS TO BE MADE ON TOP QUARTER OF MAIN. STANDARD WATER TAP DETAIL NOT TO SCALE Nerve Date Drain B • I PAGE Choftd BY. JOHNSTON COUNTY WATER Sri neowtabo torPubkum" STANDARD DETAIL 19 smte: PA 9=2= Standard Water Tap sml tw1 NO 27577 of 47 Rev. 0 Uon Dale L #3 RISAR 10' T 2 EA. �2° .• 9 l 2' 4• I ! 24° --j MM PROTECTOR RING SLiA°.L BE 3,000 P.S.I. CONCRETE. CONCRETE PROTECTOR RING NOT TO SCALE JOHNSTON COUNTY WATER PAGE DoportmontorpubaetTil w STANDARD DETAIL 14 R0.em 2m3 Concrete Protector Ring;. smlMmd.NC 276" of47 LID SHALL BE LABELED 'WATER METER° AND CONCRETE 'THRUST BLOCK 2' HOIJ FINISHED GRADE AT 45' BEND. SEE THRUST BLOCK DETAIL i; » Y+f FOR DIMENSIONS OF BLOCK. 3" MIN. CLEARANCE rF 10' MAX. 2 LOCK TYPE 0° MIN. METER LLIPE CL 5i0P CHECK BLOCK SUPPORT OR SEGMEN75 LESS 3e' S.S. THREADED RODS THAN 1D' SHALL REQUIRE CONCRETST BLOCK f4" OR 1 C TOSS 200 AT 90' BEND. ' • s ti.. SERVICE LINE' SEE THRUST BLOCK DETAIL ,.: : r• r R00 REQUIREMENTS FOR DIMENSIONS OF BLOCK. SIZE OF 45- BEND STATIC THRUST IN POUNDS 6° 4,328 NUMBER O� jiQDS REOUIR;ED 2 METER YOKE SHALL BE COPPERSEtTER 8' 7,594 2 12" 17,312 2 METER YOKE COMPLETE WITH OR APPROVED EQUAL FOR DUAL PURPOSE FITTINGS CORP. STOP 16' 30,779 4 20' 48,091 6 24" 69,252 B GENERAL NOTES 1. RODS AND NUTS SHALL BE OF TYPE 304 OR TYPE 316 STAINLESS 2. PLASTIC METER BOX SHALL. BE CENTURY #1015. NOS D1200, STEEL 2. CONCRETE SHAD. NOT CONTACT BOLTS OR ENDS OF MECHANICAL JOINT OR APPROVED EQUAL BENDS. Z. CONTRACTOR SHALL CENTER METER YOKE IN METER BOX. VERTICAL BEND RODDING VH -72 -7W OR APPROVED EQUAL AND BLOCKING DETAIL NOT TO SCALE NOT TO SCALE Name Date JOHNSTON COUNTY P.Q. �2M smanimm, NO 215" WATER STANDARD DETAIL Critical Bend Rodding and Bloddng Details PAGE 7 of 47 Drain PAGE 20 of47 Dratm Br. Chac War. Chodked B mrTapaanantofPt>te> B • ; sews. Rev. Desui Data PrAL #3 RISAR 10' T 2 EA. �2° .• 9 l 2' 4• I ! 24° --j MM PROTECTOR RING SLiA°.L BE 3,000 P.S.I. CONCRETE. CONCRETE PROTECTOR RING NOT TO SCALE JOHNSTON COUNTY WATER PAGE DoportmontorpubaetTil w STANDARD DETAIL 14 R0.em 2m3 Concrete Protector Ring;. smlMmd.NC 276" of47 LID SHALL BE LABELED 'WATER METER° AND SHALL BE 'AMR" TYPE WITH METAL F JP -UP LJO AND 2' HOIJ FINISHED GRADE —I METER (EIS GAL) III w x 34' 7" MIN, j t- 3" MIN. CLEARANCE MIN. 4' WASHED STOKE 2 LOCK TYPE 0° MIN. METER CL 5i0P CHECK BLOCK SUPPORT OR .VALVE STONE AS NEEDED 7" f4" OR 1 C TOSS 200 ,•r +• , t. '•„ ' POLYETHYI.ESit WATER ' • s ti.. SERVICE LINE' ,.: : r• r WIDE !EDDY OR DOUBLE STRA✓'SADDLE METER YOKE SHALL BE COPPERSEtTER MUELLER NO. H- 1404 -2, FORD N0, VH -72 -7W METER YOKE COMPLETE WITH OR APPROVED EQUAL FOR DUAL PURPOSE FITTINGS CORP. STOP SERVICE WATER MAIN 1LIMCONTRACTOR SHAD. PLACE METER BOX IN NON TRAFFIC AREA ONLY. 2. PLASTIC METER BOX SHALL. BE CENTURY #1015. NOS D1200, OR APPROVED EQUAL Z. CONTRACTOR SHALL CENTER METER YOKE IN METER BOX. 4, METER YOKE TO MUELLER No. H- 1404 -2, FORD No. VH -72 -7W OR APPROVED EQUAL 5, METER TO MEET AWWA C- 700 -71 SfDS. AND SPECS. 3/4" & 1" WATER METER SERVICE DETAIL NOT TO SCALE Name Date JOHNSTON COUNTY DepartmmltafPWftU1 Bas P.O.8=2263 Smardkmd,NO275" WATER STANDARD DETAIL 3/" and 1' Water Motor Service PAGE 20 of47 Dratm Br. Chodked B B • sews. lRMI DoscrIP110A Oslo t ,g` ®r1TtiTTTrr�,+lgj! °8 ye SEAL 1884.3 ts` ®78 IT�TIf�, !Q z a 4 t1 Co3 M C4 1D 4O h Q N 1 a CJ d � la � r► • § .e • " r ,• 0) CIO C*4 C14 • i• • uj Lu w co in r 0 u Z 00 i ~ .. . w riff/ COPOLYMER K=PROPYLENE PLASTIC M.A. OMUSTRIES MODEL PSI -PF OR R:PROVED EQUAL. 1H■ 31b' POLYPROPYLENE PLASTIC STEP NOT TO SCALE JOHNSTON COUNTY DePOMMAorPuDftumm 13.0.8ox2283 8mCl&KNO 275" CAST IRON VALVE BOX W/ CHARLOTTE HUB f-- CLEANOUT PLUG AND CAP SANITARY SEWER PAGE STANDARD DETAIL 31 (Polypropylene Plastic Manhole Step of 47 4 PVC VERTICAL STOP AT R/W 4" SWEEP WYE SERVICE L.IN:: 45' SANITARY TEE (ASS LAIN) MATERIAL if PLUG -.a- -- TED= BRANCH SLOPE MIN. T7b SANITARY SEWER � M ENT SHALL BE PROVIDED FOR SERVICE MAIN EASEMENT CONNECTION WHERE SERVICE CONNECTION iS PLACED OUTSIDE OF R/W DUE TO PHYSICAL CONSTRAINTS. TYPICAL SEWER SERVICE 7,ONNECTION NOT TO SCALE. JOHNSTON COUNTY Depnrtmo adpubBoum" P.0.13mt2261 Sff, arOOld, NO 2787 SANITARYSEWER PAGE STANDARD DETAIL 37 Typical Sewer Service ConnectEon Df 47 Vao C c 31 i 17 gq❑ I Il ■ ■ ■ ! ■ Y ■ ■ k ■ k ■I ■ s ■ ■ r STD. MANHOLE RENO & COVER LABELED 'SANITARY SEWER' USE MIN. 4 ETA, 3/8" ANCHOR SOLES TO SECURE FRAME TO MANHOLE IN NON- TRAFFIC AREAS OR RAISED MANHOLES FRAME do COVER -L I 23.5 " --.-i COVr:R FINISHED GRADE USE MIN. 4 EA. 3/8' ANCHOR BOLTS TO SECURE FRAME TO MANHOLE MIN. r I BASE COURSE BASE COURSE a:. • , STD. RING & COVER ¢" MIN.: RAM -NEK a SEALANT COMPACTED FELL .; 6 '• COMPACTED FILL .e NOTE: CONCRETE ENCASEMENT SHALL FRAM (s ONLY BE USED IN AREAS WHERE COVER IS TO BE FLUSH WITH PAVEMENT OR CONCRETE. CONCRETE ENCASEMENT SHALL NOT BE USED IN NON- TRAFFIC AREAS AND ABOVE GRADE INSTALLATIONS. STANDARD MANHOLE FRAME & COVER NOT TO SCALE JOHNSTON COUNTY SANITARYSE'WER WW DoPWbnMdPub9cUlWu STANDARD DETAIL FORD vow-too x it 1120M Standard Manhole BEDDED PIPE 10 YM FOR MW SLPAPATWN of 47 WAS CE FROM MINIMUM STONE - O.D. WATER SERYN7E MINIMUM STONE 0 ti, 1 ulaw EMBEDMENT AS PLAN 4-0- INDICATED. GREATER IF INDICATED. GREATER IF LAM EttClD%= NOT BOX*. REQUIRED BY - -- 'in n.'. OR EQUAL ENCLOSM )PIPE RE MANUFACTUR t SHALL RAVE A IWiGED. ux�AEiE LE 1 T JOINTS SHALL BE SEALED TO PROVIDE BEARING ABO wauuu e• a£ARANCE oN EAai SHAPED STONE GITIM Efm b FY14tii SroE iRE RPi TO PROVIDE BEARING Fk BP1 u+ COUPUND AOAPIM 24" + OD. MAX. FUM vow, ISO x WnN HINGM) {DYPD 6!e f7NEt1ED OttAOE t '(OUCH HEW LID PVC PIPE LAYING CONDITION "e" am/ LAYING CONDITIONS ID NOT TO SCALE Fi��DOU NA1URAt. QROUNo ISGNr i � �O�tie�se -N�• WITH tr EMFN90N WAM SLVE "M °R VIM 5fRNCE �' t 2 CLASS 200 POLVER L .,........ .• '• �•: .:: , ::• :::::•: 200 POL10MYNE i:8YPASt • SEM= UHE ;. �' WPIDL GUM SUNS. I BE PROVIDED FOR POWER VALVE TO HEAT RICK L• 157 LYA9iEO STO}tE 4' CONCRETE $LAIL omuw UI L e' WWM ,RAN BD)C ON ALL SIDES 1 1 Z2" and 2" WATER SERVICE W/ RPZ & BFP NOT 70 SCALE Name Date JOHNSTON COUNTY Da M"0ddPuHWuuN" P10.15ax226r smulfthi,NO2707 WATER STANDARD DETAIL 1r and 2' Meter S SactdlowAssembly PAGE 21 of 47 D:evm BY. CheGawi 8 Y. rovedB . Seats I Rev Data If& COPOLYMER K=PROPYLENE PLASTIC M.A. OMUSTRIES MODEL PSI -PF OR R:PROVED EQUAL. 1H■ 31b' POLYPROPYLENE PLASTIC STEP NOT TO SCALE JOHNSTON COUNTY DePOMMAorPuDftumm 13.0.8ox2283 8mCl&KNO 275" CAST IRON VALVE BOX W/ CHARLOTTE HUB f-- CLEANOUT PLUG AND CAP SANITARY SEWER PAGE STANDARD DETAIL 31 (Polypropylene Plastic Manhole Step of 47 4 PVC VERTICAL STOP AT R/W 4" SWEEP WYE SERVICE L.IN:: 45' SANITARY TEE (ASS LAIN) MATERIAL if PLUG -.a- -- TED= BRANCH SLOPE MIN. T7b SANITARY SEWER � M ENT SHALL BE PROVIDED FOR SERVICE MAIN EASEMENT CONNECTION WHERE SERVICE CONNECTION iS PLACED OUTSIDE OF R/W DUE TO PHYSICAL CONSTRAINTS. TYPICAL SEWER SERVICE 7,ONNECTION NOT TO SCALE. JOHNSTON COUNTY Depnrtmo adpubBoum" P.0.13mt2261 Sff, arOOld, NO 2787 SANITARYSEWER PAGE STANDARD DETAIL 37 Typical Sewer Service ConnectEon Df 47 Vao C c 31 i 17 gq❑ I Il ■ ■ ■ ! ■ Y ■ ■ k ■ k ■I ■ s ■ ■ r STD. MANHOLE RENO & COVER LABELED 'SANITARY SEWER' USE MIN. 4 ETA, 3/8" ANCHOR SOLES TO SECURE FRAME TO MANHOLE IN NON- TRAFFIC AREAS OR RAISED MANHOLES FRAME do COVER -L I 23.5 " --.-i COVr:R FINISHED GRADE USE MIN. 4 EA. 3/8' ANCHOR BOLTS TO SECURE FRAME TO MANHOLE MIN. r I BASE COURSE BASE COURSE a:. • , STD. RING & COVER ¢" MIN.: RAM -NEK a SEALANT COMPACTED FELL .; 6 '• COMPACTED FILL .e NOTE: CONCRETE ENCASEMENT SHALL FRAM (s ONLY BE USED IN AREAS WHERE COVER IS TO BE FLUSH WITH PAVEMENT OR CONCRETE. CONCRETE ENCASEMENT SHALL NOT BE USED IN NON- TRAFFIC AREAS AND ABOVE GRADE INSTALLATIONS. STANDARD MANHOLE FRAME & COVER NOT TO SCALE JOHNSTON COUNTY SANITARYSE'WER PAGE DoPWbnMdPub9cUlWu STANDARD DETAIL 24 P.0.11=20= Standard Manhole BEDDED PIPE Bmwf K NC 27577 Frame & Cover of 47 HAND PLACED PAGE DENSELY COMPACTED - -- _ - - - SACMLL TO 1 FT. -- - - ABOVE TOP OF PIPE - - - BEDDED PIPE BEDDED PIPE `PIP - 1PE - MAX. FOR SPACER MINIMUM STONE - O.D. O.D. _ - MINIMUM STONE MINIMUM STONE ti, ulaw EMBEDMENT AS MANHOLE STEPS 4-0- INDICATED. GREATER IF INDICATED. GREATER IF - REQUIRED BY - -- -. :" )PIPE RE MANUFACTUR t MANUFACTURER 1 T JOINTS SHALL BE SEALED TO PROVIDE BEARING E SHAPED STONE " WITH A RUBBER O -RING O.D. TO PROVIDE BEARING 24" + O.D. MAX. ALONG ENTIRE LENGTH 24" + OD. MAX. ALONG ENTIRE LENGTH 12° + O.D. MIN. OF PIPE BARREL 12- + O.D. MIN. OF PIPE BARREL SANITARY SEWER PIPE LAYING CONDITION "e" (0' -8' DEPTH) LAYING CONDITIONS PIPE LAYING CONDITION °A" HAND PLACED PAGE DENSELY COMPACTED - -- _ - - BACKFTLL TO 1 F Fr. - - ABOVE TOP OF PIPE - - - BEDDED PIPE `PIP O.D. MAX. FOR SPACER MINIMUM STONE - O.D. D/2 MINIMUM STONE D /aw ti, D /w- F EMBEDMENT AS MANHOLE STEPS 4-0- 16" Q.C. INDICATED. GREATER IF CENTRIC 44, - -- REQUIRED BY )PIPE t MANUFACTURER O.D. JOINTS SHALL BE SEALED TO PROVIDE BEARING ) PIPE " WITH A RUBBER O -RING SHED AP TO PROVIDE BEARING 0'D' 24" + O.D. MAX. ALONG ENTIRE LENGTH cc 12° + O.D. MIN. OF PIPE BARREL SANITARY SEWER ONLY) (<8' -16' DEPTH) ( >16' DEPTH) PIPE LAYING CONDITION "e" PIPE LAYING CONDITIONS LAYING CONDITIONS NOT TO SCALE JOHNSTON COUNTY DepwW atdpuNkutwe■ P.0.11=2261 SM&&K No 27578 SANITARY SEWER PAGE STANDARD DETAIL 32 Pipe Laying Conditions o1`47 NOTE;, PIPE SHALL BE BEDDED UP TO SPRING LINE AND MINIMUM a BELOW BOTTOM OF PIPE WHEN WET AREAS ARE ENCOUNTERED. HAND PLACED DENSELY COMPACTED SACKFILL TO i Fr. --------- r ABOVE TOP OF PIPE _ UNDISTURBED EARTH '- `- ELECTRONIC MARKER BALLS AT 100' ON CENTER & AT BENDS. MARKER BALLS SHALL BEDDED PIPE - .0.. BE INSTALLED AT 1 1/2 TO 2' DEEP. _ AM MARKER BN IS SHALL BE SHAPED SUBGRADE INSTALLED CONCURRENTLY WITH PIPE SHAD. PROVIDE BEARING - - MANLIER BALLS SHALL NOT BE ALONG ENTIRE LENGTH INSTALLED AFTER TRENCH HAS BEEN OF PIPE SARREL COMPLETELY SACKPILLEED. j2 PIPE O.D. 24° + O.D. MAX. 12" + O.D. MIN. li4IE: FORCE MAINS 80 AND SMALLER SHALL. HAVE MINIMUM OF 3' COVER. FORCE MAINS LARGER THAN 8'0 SHALL HAVE A MINIMUM OF 3' -6' COVER. FORCE MAIN PIPE LAYING CON121 EQN "E" PIPE LAYING CONDITION NOT TO SCALE JOHNSTON COUNTY DePWAWtdPuWa UzW" P.0.13=2263 sunwAld, No 770" SANITARY SEWER PAGE STANDARD DETAIL 34 Pipe Laying USE 4 EA. W ANCHOR SOLES Conditions or47 T RISER UNIT ': DNA. MIN. 5" 1)°:12' SLOPE -'- ON ALL INVERTS BASE UNiT " .y EXTENDED BASE BRICK &MORTAR INVERT (IF REQUIRED) .. *. :,e. i r : ' i a• MIN. WIDTH REQUIRED 11111110- - MtN. 6" GRAVEL BEDDING STANDARD PRECAST CONCRETE MANHOLE Yfisa SANITARY SEWER PAGE ;"edmc! Et . JOHNSTON COUNTY STANDARD DETAIL • �G 26 .Seale oP P.ots c�0 Standard Precast SN a"NC 275" Manhole 01 47 I'NeR OaeerE an U HAND PLACED DENSELY COMPACTED SACKFILL TO 1 FT. ABOVE TOP OF PIPE 1np�af7���.' SHAPED SUBGRADE TO PROVIDE BEARING ALONG ENTIRE LENGTH OF PIPE SARREL- i. --r'� 24- + O.D. MAX. 12" + Q.D. MIN. SANITARY SEWER (DUCTILE 1RON ONLY) (O' -16' DEPTH) PIPE LAYING COND ON "C" HAND PLACED STANDARD MANHOLE DENSELY COMPACTED RING AND COVER SACKFILL TO 1 Fr. USE 4 EA. W ANCHOR SOLES ABOVE TOP OF PIPE TO SOLT FRAME TO SPACER. 8° O.D. MAX. FOR SPACER MINIMUM STONE BETWEEN FAME 8' EE AND SPACER. D /aw EMBEDMENT RIFF MANHOLE STEPS 4-0- 16" Q.C. REQUIRED BY CENTRIC 44, MANUFACTURER ER UNIT )PIPE SHAPED STONE O.D. JOINTS SHALL BE SEALED TO PROVIDE BEARING 24' + O.D. MAX. " WITH A RUBBER O -RING 12' + O.D. MtN. * GASKET OR ROPE MASTIC SEAL cc CEMENT GROUT ALL JOINTS (DUCTILE IRON ONLY) INSIDE AND OUT T RISER UNIT ': DNA. MIN. 5" 1)°:12' SLOPE -'- ON ALL INVERTS BASE UNiT " .y EXTENDED BASE BRICK &MORTAR INVERT (IF REQUIRED) .. *. :,e. i r : ' i a• MIN. WIDTH REQUIRED 11111110- - MtN. 6" GRAVEL BEDDING STANDARD PRECAST CONCRETE MANHOLE Yfisa SANITARY SEWER PAGE ;"edmc! Et . JOHNSTON COUNTY STANDARD DETAIL • �G 26 .Seale oP P.ots c�0 Standard Precast SN a"NC 275" Manhole 01 47 I'NeR OaeerE an U HAND PLACED DENSELY COMPACTED SACKFILL TO 1 FT. ABOVE TOP OF PIPE 1np�af7���.' SHAPED SUBGRADE TO PROVIDE BEARING ALONG ENTIRE LENGTH OF PIPE SARREL- i. --r'� 24- + O.D. MAX. 12" + Q.D. MIN. SANITARY SEWER (DUCTILE 1RON ONLY) (O' -16' DEPTH) PIPE LAYING COND ON "C" HAND PLACED PAGE DENSELY COMPACTED - - - SACKFILL TO 1 Fr. - ABOVE TOP OF PIPE of 47 BEDDED PIPE O.D. D/2 MINIMUM STONE D /aw EMBEDMENT RIFF INDICATED. GRFATER REQUIRED BY MANUFACTURER )PIPE SHAPED STONE O.D. TO PROVIDE BEARING 24' + O.D. MAX. ALONG ENTIRE LENGTH 12' + O.D. MtN. OF PIPE BARREL SANITARY SEWER (DUCTILE IRON ONLY) ( >16' DEPTH) PIPE LAYING CONDITION "D" PIPE LAYING CONDITIONS NOT TO SCALE JOHNSTON COUNTY Dopodmmdu P MUMN P.O. Box2= S 4d"NC 2757 SANITARY SEWER PAGE STANDARD DETAIL 33 Pipe Laying Conditions of 47 f141i: 1 FA JOINT OF DUCTILE IRON PIPE SHALL. BE CENTERED UNDER STORM PIPE FOR ALL CROSSINGS. STORM SEWER CROSSING DETAILS NOT TO SCALE JOHNSTON COUNTY Dopr twadPubaaUUMn P.0,11U 263 S AIV&U, NC 77SR [ED SOIL I SANITARY SEWER PAGE STANDARD DETAIL 3fi Typical Storm Sewer Crossing of 47 ME SIZE FOR DROP TO EQUAL INFLOW SEWER PIPE SIZE. 2. FITTINGS FOR DROPS SHALL BE C -900 OR SCHEDULE 80 PVC. 3. SAW -Ctrl' OR DRILL ALL HOLES FOR PIPE AND BOLTS. 4. DROP - MANHOLE MANDATORY WHEN DIFFERENTIAL. BETWEEN INVERTS IS GREATER THAN 30 ". MANHOLE STEPS ,- STANDARD MANHOLE RING & COVER i STANDARD PRECAST MANHOLE RUBBER BOOT Y -x 2- S.S. PIPE SUPPORTS 1 RUBBER NOT GROIff TYPE 316 S.S. 0 SLOPE EXPANSION ANCHORS SW BEND '• •40• -+ w r INSIDE DROP MANHOLE NOT TO SCALE JOHNSTON COUNTY o0PWV4W8fPd kaWWam P.O. eex2283 SMWd%d,Nc 275" SANITARY SEWER PAGE STANDARD DETAIL 27 Inside drop Manhole of 47 ROAD 1" DOUBLE — SERVICE (TYP) tip WATER MAIN SLEEVING 1 1/2" OR GREATER FOR DOUBLE SERVICE THHN LOCATING WIRE TO BE INSTALLED Wra THE PIPE PI1AN TYPICAL. MANHOLE INVERT NOT TO SCALE JOHNSTON COUNTY oopo,rmwdwbkUMa P.O. Box 2283 SMWiWd, NO 27577 1" DOUBLE SERVICE (TYP) SANITARY SEWER PAGE STANDARD DETAIL 30 Typical Manhole Imirt of 47 SLEEVING 1 1/2" OR GREATER FOR DOUBLE SERVICE THHN LOCATING WIRE BE INSTALLED WITH THE PIPE WATER MAIN SLEEVING 1 1/4" OR GREATER FOR SINGLE SERVICE `, ®111111TI19/ ®B ',t'� F ^���V jA® SEAL 19843 r� °d ®, ®`� j NcaNE���'+�,�•``8-- 6--•13 e � Jdyt�tlt =111' 1n 0 in a 'rr z W. 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