The URL can be used to link to this page

Home My WebLink AboutSW8060660_APPROVED PLANS_20060908STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW &KetIO�D DOC TYPE ❑ CURRENT PERMIT APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE YYYYMMDD ON m 0CEA_ _Z__DG_ PLANTATION Leopard's Chase Clubhouse and Maintenance Facility ION Of WATER QUALITY K:% .: STORMWATER, WATER DISTRIBUTION AND WASTEWATER COLLECTION PLAN MAY 31, 2006 PREPARED B Y.- HOUSTON AND ASSOCIATES, P.A. CONSULTING ENGINEERS 117 Pine Street P.O. Box 627 Shallotte, North Carolina 28459 (910) 754-6324 LEGEND EXISTING TOPO CONTOURS LABEL PERTAINING TO WATER DISTRIBUTION SYSTEM REDUCER PROPOSED GRADE �— THRUST COLLAR LABEL PERTAINING TO WASTEWATER SYSTEM DRAINAGE SWALE FIRE HYDRANT ASSEMBLY RIP —RAP OUTLET PROTECTION LABEL PERTAINING TO STORM DRAINAGE SYSTEM ®B9F BLOWOFF ASSEMBLY e CLEANOUT PS PRESSURE SEWERLINE <'° 404 WETLANDS PROPOSED TOP OF MENT ELEVATION EELEVATION Gs GRAVITY SEWER ED as. i OR PROPOSED GROUND FM FORCE MAIN w WATERLINE STORM DRAIN �— GATE VALVE & BOX __-E)_ JUNCTION BOX TEE CATCH BASIN f BEND POND OUTLET STRUCTURE V SEAL 030869 Sheet index COVER SHEET 1 STORMWATER PLAN LEOPARD'S CHASE CLUBHOUSE SHEET 2 STORMWATER POND #1 PLAN AND DETAILS LEOPARD'S CHASE CLUBHOUSE SHEET 3 STORMWATER PLAN LEOPARD'S CHASE MAINTENANCE FACILITY SHEET 4 STORMWATER POND #2 PLAN AND DETAILS LEOPARD'S CHASE MAINTENANCE FACILITY SHEET 5 UTILITY PLAN LEOPARD'S CHASE CLUBHOUSE SHEET 6 UTILITY PLAN LEOPARD'S CHASE CLUBHOUSE AND MAINTENANCE FACILITY SHEET 7 WASTEWATER PROFILES LEOPARD'S CHASE CLUBHOUSE SHEET S DRAINAGE AND ROADWAY DETAILS SHEET 9 EROSION CONTROL DETAILS SHEET 10 SEWER DETAILS SHEET 11 WATER DISTRIBUTION DETAILS , S•R. 1316 904 17 SNALLo�E� MYRTLE BEACN OCEAN RIDGE 17 U7 90 co 1 �63 SR. Project 179 Site 179 90 179 904 EPA BEACH 4G pceo VICINITY MAP Scale: 1 Inch = 1 Mile l "NNW rrs PRANGE 1 , l QUBHOUSE ` + '�—� � Ir, / `jam._ ..�.�.,..•.�.:�.....::..:.._.-: �- ....... = .. . ::.::...::.::::.:.:.._...:.:....:::.....=..:..... 7: .............. ...... .... ... ..� .:.:�.� ... .....' . ::: :::.' :::::::::::::.' :::..� _ . } �.::.....:: .:: ::::=........ ... :.:. .. : ............... ........... :... :'. ::.. :...::........ ..............:::::::::::::::::::. ........................ . ...... . : :.:. .1 .._ :::....: ........ .. 0 - y -8 , —�� 01 TOTAL PROJECT AREA = 36.32 ACRES AUB"y NOTCH l D �0 i of SCALE: 1 " = 200' WETLAND DELINEATION BY: CRAIG TURNER, LAND MANAGEMENT WETLAND & LAND SURVEY BY: RICK TOMPKINS, R.L.S., TOMPKINS LAND SURVEYING � � � f � i ff fi 1 r�� } Y' , r-. � -s ` . I � ,- } 1 / � �I_ } 7.1 !I� ?� +I � 1 •,j +,Ii ��t., f �{S f t5 i!f f •' �-+ ' .... .. ..-4" Hq -- .. . .. ::'... ........... ..... .... _ " irk ..... .- .... ..... ... 9: BA51 � 3.8: :. ! .... _...... - - --- ............... ...- ---- .. ---. INV• 47•.1; : 1 -' ' .,- 4 ... ..... ...... ._ ... .. ....... . .. -- ... ... . .. ... .. ... TP O RAW 5',5'_8 . INV 4..... ; . ._.- --- ... .. .. ... ..--- . ..... -... -- .. ................ .....- ..... .... - ---. ..- --.- ... .,........ -- ---- .... ...- .. .. .. .:. .._...... ..... ..... .. .... ... ........... ................... --- _. - --- mm C it n _ -- ................... .. ----_ .._ -- _: .... ...------- ---_ ...- --- -- ................._ __ __- -- .. -- - -- .... ... ..--- .. . .. ..- ----- --- ----_- __. .. ---- -- ...- ---- --- --- -. - - - -{ - - - --_ ........ U ...... ..-- -- -- .... ..-- ........... .. .... .... ENV 48 2 ' ... n � ........ . .............. ...... .. _ cuRa INLET -- TP: O:BASIN:53.8: n Y� 0 - . - ' -PE a SD24 v, . ........ .. .. ! ..- : . ! _ - .. .. _ :. ...: :: ..... - . :: ... ... .. - _ _ - ... ------- ------- ---- - ----- .... .. .. ------ .,... ., w , v ,� o f n - - - .. _ I Lo .. .. Q .... .... - jLn _ O . :::,: .... : :::: :: ---. _. h ! �Ory CURB INLET::.: 1 ------ ----- - ------ ---- �- ... TY BASIN INV 49.0 _ I 53 84 y ....... ....... .......:...: i ' .... a . B INLET. ; OTP ,8 l 80 R CP ' .... : k SD2 \� n 10 ............ .. 7 ' 54.39 ... - - 1, - .... : CATCH BASIN TOE'? 53.3° K _- . .. k ...... :.... : : " !.'' INV:. 49.2 .. .... ....................... ! :::. St 54. . : 54.4 54.0 53.5 4.4 GOLF 5.0 e SCHOOL 54.1 �-8 74- 4' 18" RCP SD17 z CURB INLET TP O BASIN 54.3 53.6 8T - 15" RCP CATCH BA5I TOP 53.4 :' INV 50.3 SD19 ": INV 49.1 �7 PUTTING 54.2 GREEN �.\ 54.4 54.0 _ 53.5 544 �.� 5.2 54. f 4.4 55.0 0 546; S 4.0 � .. � ",,. s4.e 53.5•, ' ::� 8 x 55.E ♦ `' S4.7 53 k' 74' - 15" RCP SD18 5 .2 53.6 =CHI54.7 4.2 54.0 y 53.5 p 54. 54.4 5$.0 .' "�:j .' . ..: . I INSTRUCTIONAL/PRACTICE FAIRWAY '. ......,_ .;, INV 46.5 .. rENtVIS OURTg ELEV. 55.5 AMENITY CENTER FIN. FL. ELEV.: 56.5 11 54.7 54.5 INV 545 INV 48.86 ELEV. 0 55,0 COMMUNITY POOL. Y i 54.8 54.26 54.4 4.4 •` 54.8 i 54. BASIN 5$r 18" qCP 54.0 SD9 � 55.5 48.0 _ `,. T54.5 N 54.4 'sl s5.5 55.7 74' - 18"1RCP4 SDI 55.4 :� SS - 15" RCP SD12 57.1 17.4 I 57. INV 44.3 61.1 142 11 R •54.7 ` CATCH BASIN TOP 54,3 55.2jr�) \ INV 50.3 SHEET 2j �a !NV 45 0 '`"�� J �Y CLUBHOUSE MAIN F.F.E.: 63.0 LOWER F.F.E.: 52.83 108, - 30" TOP�ATCHI 511 INV 49.6 / PUTTING GREEN 10 TEES .4%4 EXISTING ' r I ' 4 ; JUNCTION BOX INV. IN:44.46 -- -" INV. OUT: 44.46 r - r_ EXISTING 30" RCP 42' - 30" HDPE - - f -- ----------------------1--_- �7 1 I I f y? PROPOSED r •: JUNCTION BOX 1 I 7: Z INV. IN: 43.69 INV. OUT: 43.69 +•--. , 4 *; PROPOSED JUNCTi(3N BOX n" �p INV. IN• 43.92, a INV. OUT: 43.92 a 1 EXISTING 30" RCP I ' 'a STORiAWATER a r ri r' I TO BE REMOVED _•< x' POND 1 � (SEE SHEET 2) t 3 I 10 EXISTING I I + Y � JUNCTION BOX INV. IN, 4285 , I I ° zl: 1 1 INV. OUT: 42.8547 1 f i AN o , i 1 --------- _---------=-=----- --_J- _ \, EXISTING 30" HDPE r �? ,.T ,f:-• 50 Q - INV 40.93 .<,:, 54 - i#" HDPE= _ ...... . :.:.:.. a 51 a 1. CATC'FY'13ASIN- SDI TOP 51.5 INV 46.25i �-cART pars POND OUTL ; 4 STRUCTURE WEIR O k9.5 - 2" ORIFIOE ® 48.5 �` F INV. ,,ESUT: 44.5 TOP 51 INV 47 PRACTICE RANGE 0 SCALE: 1 "=50' ""`� 11f51111111i1Nlllllff!!!!/i�I/1�/i !lllrffill l Illlllllll�\ co z 4� U2 O p C�a Ix 0 W W A z W a U O • i W� Lto Li N L C v - z U L r� Ld O V) Z V z 0 v J 1� 0 O z o a co �UN L L V) C El o n W O L0 o z ~ O O � CV 1a m 0 I! Z L0 m C � U U _ N O v N p U CI L L L U7 0 0 U CL �� 7.1[ S `• r1 ` `,.+''�', 1 I i� '' r ''.`� i;'��;".. `S I`ri� 't' f� 1'I• 7 .'1 rr -r , S !. I' ! � •, ;� ! isa �. r., j1 ` ! I .1 1 l � t. fl /,r it YS�.i�l iil�-y �l l�'=!#'1'� 4jS,k� ?11t, r. •I -._ _.. - _._- �".-_� __ 1••�-�i_.�._...�—.__•_a �. _. .._.. _.__._.._._. _ f• fir.. - - -. :sir �s:1 .a. .- S.'i,lL,:i'. �.V �i1:_.:Lii%i�:.:•r ^. `�' �'_•lt.•r r•a -'�`. TENNIS COURTS T t FA i 2 x 5JNV. 3 INV. 45.0 r k _ STORAGE F?OOL 049 t.S 3x PERMANENT POOL M_ 48.5 a o BOTTOM 044.0 J O �r < O a Y k 01 5 - 47 BOTTOM 0 42 5 -- VEGETATIVE SHELF ® 6:1 SLOPE - -- u_ FROM 46.5 TO 48.5 aftill ION 9 s CLUBHOUSE PERMANENT POOL 0 48.5 f SECTION AAA SCALE: r HORIZONTAL 1 "=0' VERTICAL 1 "=S 30" HDPE (INV. 1�.45.0 2" ORIFICE 04F INV,OUT: 44.5 A PERMANENT POOL 0 48.5 30" HOPE PROPOSED JUNCTION ; I BOX } s s ; r r � i k s , k q t r w I r , a ,0 n k t p , A,10 1 w V IL a rr ti O , a + O r 24,r so f $ NOpS EXISTINGA, JUNCTION BOX INV,IN: 42,85 INV.OUT: 42.85 CART PATH POOL 0 49.5 042.5 N STORMWATER POND #1 FOREBAY MAIN POND TOTAL ELEVATION SURFACE AREA SURFACE AREA SURFACE AREA (M.S.L.) (S.F.) (S.F.) (S.F.) 42.5 -- 51819 5,819 44.0 2,046 7.182 9,228 46.5 3,936 9,627 13,563 47.5 4,895 12,795 17,690 48.5 7,034 16,205 23,239 49.5 81188 17,993 26,181 50.0 8,787 18,908 27,695 NOTE: Vegetative cover above permanent pool shall be bermudograss sod. Wetland species are to be planted on the 6:1 shelf. These species are: Pontederia Cordata (Pickerelweed) Juncus Effusus Bog Rush) Ludwigia (WaterPrimrose). 541 5a VEGETATIVE SHELF ® 61 SLOPE FROM 46.5 TO 48.5 PLAN VIEW MESH SHALL BE CUT TO FIT IN SIDE TEE ,(SCH. 40 PVC ORIFICE PIPE I I I d I I I I SEE PLANS FOR ORIFICE PIPE SIZE AND ELEVATIONS ORIFICE ELEV (NORMAL POOL) dX2 STAINLESS STEEL WIRE MESH WITH MIN. 3116" STRANDS AND 1"SQUARE OPENS. 40 PVC REDUCING TEE SECTION VIEW S-ZO-RrMWATER-POND #1 OR CE PIPE DETA.l.L NTS SEE PLANS FOR PIPE SIZE AND ELEVATIONS B SEAL WATER —TIGHT BETWEEN PIPE AND CATCH BASIN I — — — — — — — — — — — — — — — — — I 11 I F IE I I 1 I it I h 1 � It I I F I I F y 1 14 PRECAST CONCRETE q IJ _L_____________— >•=ter �_•�__�__•�_ �___�_{ r SEE STORMWATER POND - B ORIFICE PIPE DETAIL PLAN VIEW MANHOLE FRAME AND GRATE TRASH GUARD WEIR FLEV. (STORAGE POOL El SEE STORMWATER POND ORIFICE PIPE DETAIL ORIFICE ELEV (NORMAL POOL) AS REQUIRED CULVERT SEE PLAN FOR TY SEE PLANS FOR PIPE INVER ELEVATIONS r-- - - fit If �Fj4 f4 fft f1 f 4fj1 Jul f\ fk F1 f �k�/f4 tt 1j44 fhb f ftifty f {��4 f� f {fl i SEC_TL N B-R SE C1'I.OXA-A SZO—RMMATY-j-R—PD—ND-#1S}UTLET— TRU=RE NTS ` �pntnuremnrrnnru��i OAS''/}_' —1 O U] H E-+ A � � vo z U] U O r O ;� a O O I~ C/] W Q z i~ w U O • K) I u7 n t` ED r. Wcl,) LL v W rn a� �W N 00 �z O ov �z CD W o Z z .J N x ' ^ 60 0 Z z o a V V 1 � En Q on w O 0 LO Z no N r7 M O N n >, Z = ,n M v � � V V O O O V7 0 O U a- 7- ,,,r.,-7 77 7 777.7r• , r T-• r« it a.-r .rr i � �: '�: �S 'try •�1 (i �,{"-i o .'Y+ •`�r�'' • ..� -� ( As..S__ _.._.... .- t�-... �...' _.•f .__ _-.5�_.. ..._a �.��_�__ i, _ ii L....S SCALE: 111=50' C O .T W `"" 111VU411111111fN11/llryllrr�/u,/,'''i P No,S 1,1111111417,m"' �'""`r Tr Cd (� o a U 0 ku $24 Q)y o+D t�% cd Az 1�4 a W 0. 0 N n M (fl LO n �J U) W WLJO W 00 N T c V CD o L z r c/)Wr ^ O v1 Z ai 41 O z a Q— �� N f0 ' - X ) O v �z o o �U c o W 0 U n 0 r ~ 0 O o z � N m O r Y V U _ N Ul 0 0 U a_ •r,- -, -.-- �;-�.-- - ----•':,:, --- � - i. i' i Sri .� rti. .,r ;� i+ � �.!'�,'!.�,.•, >: .`�?:" "�' ',. • . � r*r.i't ru,,��', i i,�'t� ;,4;fi s; l i55,�;,•e �''y•t (+�.�,+'! s ;� �`�': �r�1.11.� rlr�;'S,I�•.. ,�/',S','. ..:r •'s'•� V .. ... �.. .' .�.�'!.�{}i��Wt .n.FLYj•I ::�r•�C/ir.`�?'.• •'!,•..�r�l. �`„[ #7 TEE #8 GREEN EXISTING GOLF COURSE POND . ......... Z ACCESS ROAD VA'CIL STY MAINTENANGF- STORAGE POOL PROPOSED PR 050.0 PERMANENT POOL 0 49.5 j VEGETATIVE SHELF 0 6:1 SLOPE FROM 47.5 TO 49.5 BOTTOM 0 43.5 -3-76" ? POND OUTLET STRUCTURE WEIR w/TRASH GUARD 049.5 INV. OUT: 46.0 #9 TEE vp,kR*N,( #9 0 STORMWATER POND OUTLET STRUCTURE TOP 0 53.0 WEIR @ 50.0 1.5" ORIFICE 0 49.5 INV. IN: 46.0 INV. OUT: 49.0 .. .. .. . ..... 10' — 30" HOPE STORMWATER INV, POND #2 4-8-4---- ., SCALE: 1 =30' 0- Itip-w M STORMWATER POND #2 FOREBAY ELEVATION SURFACE AREA (M.S.L.) (S.F.) 43.5 6,456 48.0 12,478 49.0 14,051 49-5 14,752 50-0 15.418 51.0 16.774 MAIN POND TOTAL SURFACE AREA SURFACE AREA (S.F.) (S.F.) 17,304 23,760 30,427 42,905 38,075 52,126 41,703 56,455 43.524 58,942 47.186 63,960 NOTE: Vegetative cover above permanent pool shall be bermudogross sod. Wetland species are to be planted on the 6:1 shelf. These species are: Pontederia Cordato (Pickerelweed) Juncus Effusus; (Bog Rush) Ludwigia (Water Primrose). SE CT -ION B B SCALE: -30' 52 . .. ..... .. HORIZONTAL-1-'-'— VERTICAL 1 "=3'i STORAGE ORAGE POOL 0 50iO T- elf. ili PERMANENT POOL 0 491,5 5 ARp --"--TOP F6REBAY BERf 049,0 48 SEAL 030869 FOREBAY NY % 46 44 ......... ... ------- - ------- BOTTCV 0 43.5 4-J BOTTOM 0 43.5 W 4j -C (f) ..1 , I _ .. : -. : _ _. ;_ A �: - - . 2 - - '1 r - ,. - , ' .�,.. m . _ _ - -. -. Y ': Y , - , - i _ - 4 GRAVITY SE 11�ER PROFILE - ._,k--_ - __Y._ F . , , - r : - . , ., - .. _....._ _ _ _ LIFT STD TI0Wv To M _ , 1 5 .. . . ' _ 3 . _ s I _.. _ _ - . -- - 1( ._ _ >' : .- " k : -_ - i SCAEE. � 6 VI ., .. v, _......'.....-. -_ .,-.:, .-ss , ._ .:� -:1.. .x, -:,. r- , :,: Hu .«,:,_ .. ,r,: v_ c«,.:. <.: v ,4 N„t i. rx_, i,-- _ _ M. �,: r,., -.1' =Kv _ i : :. s : : VERTICAL 1 =5' I 11 _, . . _.. _-..,. . _. - r f _ : : ..... ___ I . ,.--_. _,_-._ ..__.. : , ,' , - : _ . ._ _ : : - _ ... , . -. . F- . - _ ;_.. : y . I F ,- ._ - : : - :. . i - - _ - _ : `RAD v . =: _ _.-' _ _ �, PRO IMA X TE ..0 .. .....-5.4YERLINE ... ,a_- .. ,_,.. _ E..VER.E. �, :, > ,, > :_. n> w_,> _. - ,. .- . <.4-,- t ., ..._ ! „s ,: . ., _ ... ._ ;. , - - . � t _ - .... ...... , .. _. - : -'. a ,. _ - ..1 - - ;. .: .. : .: i .... _. ._ .. _.. ._._ - . . _.. r_ -. ' - - _ - _ _ ': - 12"' FORCE MAIN ,. $ wATE RL INE i t . :,__._ z __. -. ..- . - ..._ �, _ I- .s - � - . 1 , _ : . _... . _ F . - _. , u _ - _. _ _.: .. . . _ -- - _. -.- ._: __ .__:. _ _ .. . _ , --' , , I , V$RTI�CAL e 5 Q 1 B MIN. ' _; _.�...-,_ ;_; w-..x._' __._: ._ :... -�:.. -.._mot__ o-. �.. VfFirlCAi _. - . e 317; B' SOR PV G> . S PARATION `• _;_. _._ ._ _. _ ._. .i-_._ 24 RAP _.. __ ._.__ SEWER - _ a -- - M.tl._4_ . SD 20 - 128' 8" S DR 35 PVC GRAVITY Y 1 - - 1 TOP 59.4 - . ;... _..- . _. _. _... _ _.. 31 , ' , - „ 0.439 6 8 _ S D 3 PVG - STA5+ 0 24 ,1 R IN .OUT 49 99 - - _..- :- 106 SO 35. .PVC 0.50% : 3 „ 5TA 3+82 ' f INV.IN 4872 h. 4 .. SD7 '' ., ,. . . _... _ , __ __ _.. ._.._ _. _.,_ ` _ ._. _ _ INv.�N 4s.ot .5 . 1NV OUT 8 3- _ # I_, a _ 4 -. M}i 1 . c qc 0 _I.P. GASS 5 D - OF .: . V 4.81 - _ ry ..>.r, .:. _..,t.w.. _-....,_ . n..... L1Fi STATIO 3`FVV TOP 56l0 MIN .'"1 VI, STdRAA D C ROS3ING s RAIN _ 4 _ € 1 STA 1NV_IN_,.4fi,63_ . -: INV_IN 45.96 _ lJT WO 4i3.43: , . , _ . - i . . - _. ; -- -- . ---,.. _, „ y f _... .... .... .. .. . _,_ _ .. . . : a - , ,' , - ;: ; . .. ., . , :- . _. _ .._ .. ,.. , _ ....., ,_ _ a , - : � , -_ .I k . - i . - - .: } _ :_ . 1 - - •_ _ - c @ a .. - : - .. t -. . '- -e _ _... ,. k.. C 3 Q , . .. _ : _ : .. _ i — _ . _ _ - _ :. - . :: :,: .-, :,..:�. '. -: :,.:,:.- ,.-.:.-�-.. _... ,_,,._ ♦ : �..,.. ..Fry ._,...,..c. . __.�_a_._,_I..:. - - - : ' - - . , .. y , - -- .. _ _ :. i _ - _, _ .. - - _ . y , _ -. : - _ - (. ? Y _ - A - 1 - [. k l , F k 1 _ _ r : .+ , i s 4� _ - - -I - f T�" - '. I -- 3 5 k .: - - - .T x 4� O y w pp - vn rn O ' 0 �' 11[[1111111111111111 TTQ)� V1 �'om a ;�r4 x M O� 11�` � m u �ca r � o (U w 0 Q z X a w� U O N n to n a; I I U) r` , Cn 1 / � 0 V i Q' W D� E-4 W 0) �W 00 N H� z a u � r� c ti D L. a O U r IIId � Z z a 1` z _ V) I— N r n x V / O �z . oc� o0 —4) 4. cn 0 z W Lr) un O II p ~ n a�- o z O z8 o o � � o �' ow � m Z _ .1 U U _ N O , O p (! �!, k S I I' I i -I r F= , I J. � ,'f 1 1[ . ,,! S. t ,tf r. � _ I f a ,' ,S 11, I tl I ;'( r l! r r 111[, -I!.- 1ti, 1 _i . 7 I . - { I , , , t : ! '. �. 4! S .1..[ .., ., ,!. .. .,t l 'F- .,,. A ,. ;i �.. l4 �1.'i ..r Y . I, ,.. r , 1'i (.i 1 ..l.q [.. 'i.:. B SEAL WATER -TIGHT BETWEEN PIPE AND CATCH BASIN l Y Y ------------------ II r I I` I I I 11 I I 14 A 11 I 1 4 II 1 , II II 1 i 14 PRECAST CONCRETE ----I% r____________----- F y SEE PLANS FOR PIPE SIZE PLANADEW AND ELEVATIONS 61 M 1� L I MANHOLE FRAME AND GRATE k ID J. A VERT SEE N FOR TYPE PLANS PEINVERT 1ATIONS ....... - i: �I r;; CRUSHED C STONE ;l !r�rrk ik�\rr*r>�tis�t f*a7t�*cr�rJ�T\r�� r�n-r\crw fti7yr\c��7\ •JJ4/Jt f1/\�\ff4 f�If\ff\Jf1 flff47f1!\fftifflff4ff4 �\I1tilf\ f\ff� f\ f\ f\. COMPACTED SUBGRADE SE - POND-WTLET STRUCTURE NTS ving is the property of HOUSTON and ASSOCIATES, P.A.and reproduced in whole or in par[ without written permission from Date 5i31/06 IN and ASSOCIATES, P.A. @Copyright 200E Time 10:00:42 AM ALL RIGHTS RESERVED F;reneme. LEOPARD CLUB SW/road details SEAL WATER -TIGHT BETWEEN PIPE AND CATCH BASIN I_1 PRECAST B PLAN VIEW_ MANHOLE FRAME AND GRATE TOP ELEV. SEE PLANS PRECAST CONCRETE AS REOUIR;=F) EXTENSION RISER AS REQUI 48" MIN. 48" MIN. SEE PLAN FOR '.—.--WEIR ELEVATION SEE PLAN FOR . ----ORIFICE PIPE SIZE . . • •I*J 7-7 AND ELEVATION PRECAST OR POURED IN -' PLACE CONCRETE WEIR Yea' I J - HDP SEE PLANS FOR . •.'lt ' . . I J' ... y' ' SIZE AND INVERTS .1 + �I .. :� r ::I r.• •.:- ::- •.: CRUSHED STONE : •:a frffifJ\7J'4YTJq r\ 1c�nTJ\�fc��s/c�ct+.�\�<i�ii�i7 ��ifi7J�'fMnrrTJc��\sJcrfcn•�scyc• js err/c�n�Js-�s�•n �aJfrhsfr/fY�i77C: kJ\\f� /\1 /` J\\f4 f, /\\fy f, f\\/4 f� /t\f� Jt f\4f4 f\\Jti\/\ti � /y I\4/\\JA I� /\\Jy I� J\4/y I\\fti Jt f\\f, f\\/y /\1 ft J\\f, f\l/y\f, f\ti/y /� J\\Ji f, f`• COMPACTED SUBGRADE F,CTIO_N_B:B S.XCTION A A STO_RMWATER_PO 2S:}_UTLET STRUCTURE NTS WITHOUT PRECAST TOP MAX. RCP PIPE SIZE TO Eff PRECAST BOX PRECAST MAX. PIPE MAX. PIPE MAX. PIPE BOX DIM SIZE @ 900 SIZE @ 680 SIZE @ 450 21 1 811 1 511 1 211 31 3011 24" 1811 41 3611 30" 2411 rJ' 4811 4211 3011 6' 6011 54" 3611 IN. FROMTOP MIN. FROM TOP OF CURB rL$rl MO TOP OF P PEOF CURB TO TOP OF PIPE PRECAST TOP 1 � I � I � PRECAST CONCRETE I I BOX I ' I � VERT I I � I � WITH PRECAST TOP IF PRECAST BOX HAS TO BE LARGER THAN OUTSIDE BASE OF FRAME AND GRATE, A PRECAST TOP SLAB WITH OPENING MUST BE USED CA c_H_ SIN AND PIPE DATA IN 2'-O" STANDARD CONCRETE CURB )" CURB TRANSITION FROM _L CURB TO STANDARD CURB JTAIN GUTTER LINE 2'-0" ROLL CONCRETE CURB DARIZTO T-_ ROLL CURB TRAN►SIM-N NTS 14'-0" '4' VARIES 2-0" 14'-0" 2'-0" 0" MAX. SLOPE 3:1 TIE TO 1/47! FT. 114" ! FT. �^ / FT. EXISTING MIN. SLOPE 1" I FT. �-- -- GRADE 6:1 TIE TO ff MIN. SLOPE XISTIN 3:1 LCOMPACTED SUBGRADE TYPICAL CUT SECTION GRADE MAX. SLOPE 6" ABC URi3 & GUTTER TYPICAL FILL SECTION 1 10 1-2 BITUMINOUS PAVEMENTS _RQ NTS '-0'I' VARIES VARIES�2'-0'�-6'-0" MAX SLOPE 3:1 TIE TO 114" I FT. 1/4" ! FT. 1" ! FT. EXISTING MIN- SLOPE 1" 1 FT. �— --� GRADE 611 6:1 TIE TO j MIN. SLOPE EXISTING 3:1 LCOMPACTED SUBGRADE TYPICAL CUT SECTION GRADE MAX. SLOPE URB &GUTTER TYPICAL FILL SECTION fi ASC 1 112" 1-2 BITUMINOUS CONCRETE ' ' I: 1 DEON 0 [V eI 1 1/2" 1-2 E31TUMINOUS PAVEMENT 6" ABC OR 9" STBC COMPACTED .. .. . . . . :':' :':':': : - (95% STANDARD PROCTOR) _ - • ... •.. •........ •.. •........... :.. •.. •..... •.. •:. •.. •.. •:... JJ\ f\ f\tiJJ\J1\\1J\1V JJ\kJfti f1\f\JJ1JJ\IJl\JJ\JJL j\\JJ4lJ\\�\�1\JJ\ f1kfJ4JJlJJ1 JJ\JJ\ fti f\fJ\/J\JJ\�\ff\i / J 1 / J J - ...............•-_ -- .. -- -. .. .• .. .... .. .. fJ1/tiJ\Iti/�JN \fiJ\•'. COMPACTED SUB -BASE •`/�/1� .:....... . —6" 51, 3"' R3" 0 .................. r . '. 1F �'}A ........... ........ IN NOTES. 1. CONCRETE SHALL BE 3,000 P.S.I. 2. CONTRACTION JOINTS SHALL BE SPACED AT 10' INTERVALS. (A 15' SPACING WILL BE ALLOWED WHEN A MACHINE IS USED_) 3. FINSH ALL CONCRETE WITH CURING COMPOUND. �4�� :� 1: 1 to C IN 0 0 01 11 1 1 /2" I-2 T 6" ABC OR 9" STBC R 10" 4 112" 3 112" 1 112" 1-2 ..: -.'... :':: ' 7 1I2"= ==' '`i::::' :•= : =: 6" ABC OR 11 .. ' ..::I: .. ....... - 9" STBC :i:..'._::..'..'.'_'.'.'. .•.:.'•.•.�.'.:' • fl ' . -Q'1 CONCRETE NOTES. 1. CONCRETE SHALL BE 3,000 P.S.I. 2. CONTRACTION JOINTS SHALL BE SPACED AT 10' INTERVALS. (A 15' SPACING WILL BE ALLOWED WHEN A MACHINE IS USED.) 3. FFINSH ALL CONCRETE WITH CURING COMPOUND. TYPLCAL ROLL CURB & GTJTTER DETAIL NTS SEAL WATER -TIGHT BETWEEN PIPE AND CATCH BASIN A L_ CAST IRON HOOD, FRAME AND GRATE) VULCAN MODEL: V-4060-1 OR APPROVED EQUAL SEE PLANS FOR PIPE SIZE AND ELEVATIONS ELEV. OI. . t-77T B �____ ---rl ----------------- rlllllt� rlrlr■ rtt� � '--------------' B PLAN VIEW ELEV. OF TOP OF CURB 6" PRECAST CONCRETE - TOP WHEN REO'D. PRECAST CONCRETE BOX AS REO'D. CULVERT SEE PLAN FOR TYPE SEE PLANS FOR PIPE INVERT ELEVATIONS - S:;_.:,_:; CRUSHED STONE :•,..r r::-::_:;. CRUSHED STONE - COMPACTED SUBGRADE SECTION B--B SECTI0NA-A TYPICAL CURB I LET -CATCH -BASIN NTS SEAL WATER -TIGHT BETWEEN PIPE AND CATCH BASIN MIN. PERIMETER = 6.d _________ _ MIN-AREAOPEN-3-d I PRECAST CONCRETE SUITABLE I I FOR H-20TRAFFIC TOApING `------------+ CAST TRON FRAME $ GRATE SUITA FOR H2OTPLAFFIC LOADING -rr 4f RECAST CONCRETE OP WI -EN REQ'D, CULVERT SEE PLAN FOR TYPE SEL PLANS FOR PIPE INVERT ELEVATIONS . • • • . . . . .. .. .. .. .. .. .. .. .. . . T. . CRUSHED STONE COMPACTEO SUBGRADE SFICTION B-B SECTLON_A A TYPI CAL_GRATE_INLET_ CAT_C"ASIN NTS PLAN -A ICP UDDER RO, AND HDPE F NON -TRAFFIC AREAS SEE PLAN TOR PIPE INS, FLEVATIOP 1 k 1 1 j CRUSHED STONE j I I , 1 COMPACTED SUBGRADE SECTI4N SE_TL0_ _A -A STA,IM DA"__ cWN_CXW.N_B0_X NTS J a7 aco Lu ,-�. :. I1 ;1, c 1: �•-- R -i r': 7 `,} :� 1 1 TFi it �f- i . .+.'q 'y �'� �.il•;1 �� i" I I `Ili`I I }} + 1 ,.,41 u14 i ` f �..I.l�i „'4�.1,1�I.,,+11 '.'t :r', 1?;'„ •i i': :. ;'.i .li,y 11 Sh3,.11�, Ni?.11i.lir,iiqi�1<i1;A:ii�1 24" MANHOLE RING & COVER ��IAANHOLE RING AND COVER . . . . . . USE 318" ANCHOR BOLTS . . . . . . 8" MAX FOR SPACER TO BOLT FRAME TO SPACER. . . . • . . --5' USE ROPE MASTIC SEAL BETWEEN FRAME & SPACER ' ' ' • • O TREATED POSi a 5' MIN. PRECAST : : LOCATION MARKER o MANHOLE 0 4" THREADED CLEANOUT PLUG ECCENTRIC TAPER UNIT • • • • • . • • • . . . . 4" FEMALE ADAPTER—; BUTYL RUBBER BASED FLEXIBLE JOINT SEALANT . . . . . . . . CAST OR DUCTILE IRON . . . . . . . . . . BACKFILL NOTE: BEDDING AND HAUNCHING SHALL BE CLASS i MATERIAL INITIAL FINISHED GRADE OR O-RING GASKET 5' IPE TEE WITH CUT-OUT . . . . . . . . CLASS AWWA-C110 BACKFILL SHALL BE CLASS 1 OR CLASS 2 MATERIAL. REMAINING BACKFILL SHALL BE CLASS 2 OR CLASS MATERIALS. WITH A 4" WIDE BUTYL . . . . . . . . 3 CONCRETE PROTECTOR RING RUBBER WRAP OUTSIDE . • • (SEE SECTION 2-E IN SPECIFICATIONS.) "SDR 35 PVC PIPE " p � DIP COMING IN T MIN. LENGTH = 4' ALL PIPING SHALL BE GASKETED SDR CLASS. GLUE JOINT PIPING SHALL NOT BE USED. c : :' N RISER UNIT 6' a � 15 COAT INTERIOR WITH 2 - COATS OF COAL TAR :.. PLAN VIEW ROUT -- - . . . . . . . . . . . . . . INITIAL BACKFILL 4" 45° STREET ELL rti IE = w EPDXY FOR A FINAL SPRING LINE SEAL AROUND PIPE WITH Z THICKNESS OF 21 MILS. OF PIPE • • NON SHRINK GROUT w V DIA. a HAUNCHING NOTES: PIPE SIZE FOR DROP TO EQUAL INFLOW SEWER MIN. SLOPE =1% r�A a BASE UNIT BOLTS &STRAP PIPE SIZE. DUCTILE IRON PIPE MECH. JOINT ALL BELL FITTINGS TO BE USED. 4" . . . . . . . . . . . . . . BEDDING GREASE TRAP -Ll 6" 5pR 35 PVC PIPE "PVC CAPuu,rxnH v w PIPE TO BE CONNECTED TO CLASS AWWA-C151 SAW -CUT OR DRILL ALL HOLES FOR PIPE AND + 2' ANHOLE WITH FLEXIBLE SLEEVE WITH STAINLESS STEEL STRAP. BOLTS. DROP -MANHOLE MANDATORY AT LOCATIONS COMPACTED SOIL` CONCRETE INVERT O CONCRETE SHOWN ON PROFILES. STAINLESS STEEL STRAPS SHALL BE USED ON+ 6" X 4" WYE `' : 3 R ALL GREATER THAN 5 FEET AT 181NCH TRENCH_CROES SECTI DETAIL�F�R RA�TYSF�WE_R PTPF LL co NTERVALS �� d y . . ' . • ' . ' • . AST OR DUCTILE BEND NTS 8"BEDDING MIN. IRON 900 U w co _� SANITARY �7EVYR_SE�V�CE�, 1 Cu1� SEUTION_V IE�„�,,, KITACJ3EN TYPLCALPRF,CA�S�GQNA=TE MANH-OLE_DOTAIL T_YPICAL_INSIDE DR�MANHOLE DETAIL NTS NTS NTS rLl •,••I U � FINSHEI7 GRADE TREATED POS4 -MANHOLE COVER O O 30" MIN. ------------ LOCATION MARKER j U s O O 2) 1" VENT HOLES -_: -. T m 4" THREADED CLEANOUT PLUG } iO GASKET RIN +s 4" FEMALE ADAPTER—' FINISHED GRADE O rx ±~ � � � � ti GAS�[pELIEF VALVE ' L n+' WATERLINE CONCRETE PROTECTOR RING ��..yy � #••I W •1~ t b 0 a;. " SDR 35 PVC PIPE z r�)¢a� ;. aw c4E W �� VAGUUNf RE LIEF VALVE 1 ALL PIPING SHALL BE GASKETED SDR CLASS. GLUE JOINT PIPING SHALL_ NOT BE USED. CRi HD E MANHOLE INSERT 4" 45° STREET ELL i•l SEWER LINE OR IRRIGATION LINE USE 3M" ANCHOR BOLTS TO BOLT FRAME TO SPACER. __ l I _ 4" 45' BEN USE ROPE MASTIC SEAL Q - Q MIN. SLOPE = 1% Q Q BETWEEN FRAME & SPACER ANHOLE RING-- SECTION VMW 4" SDR 35 PVC PIPE "PVC CAP SE(;TIQ1�1 VIEW 8" GRAVITY SEWE COMPACTED SOIL �z O WATERTIGHT MANHOLE INSERTS (OR APPROVED EQUAL) SHALL BE USED IN ALL IIAANHOLES. 4" X 4" WYE PLAN_ VIEW FL ,1 YMW "X 4" 45° WYE WATFLR_1,1�D_SFWER�RQ.S8II� TYP--LCAL_WATE.R�IiT-MANILOLE�EJT-DETAIL TYPICAL 24" MA—NHO_RDLG AND_GO_VE�__D�TAIL NTS SANITARY SEW IiV�C D�T�9►IL NTS __S NTS NTS FOR USE IN PAVED AREA OR USE IN UNPAVED AREAS PAVEMENT R CASTING 12" FINSHED GRADE BRASS VALVE BOX COVER WITH 6" MIN. "SEWER" STAMP • N 12 1 112" . ' •'•ti .; 6" OR THICKNESS •; " 6" MIN. C0 • r LO LO 1� OF BASE MATERA . . . . . . .6� ;'��! ,,•�; ;;,;f„•,f, �, ,; .�r.��-- ..f�.�,11f�ftf� PLACE PUMP CONTROL PANEL MUST BE LABELED WITH THE NAME IN, ';4. CONCRETE COLLAR �,, •f, �` O ��//�� r PQUREp IN PLACE POURED IN AND NUMBER OF A 24-HR. EMERGENCY CONTACTV1 10' FEMALE O CONCRETE COLLAR CONCRETE COLLAR (NW PSI MIX) 3000 P51 MIX) CONTROL PANEL IN NEMA 4X ENGLOSUR O 10 ` ADAPTER (FIPT X SLIP) BRASS PLUG OR APPROVED PRECAST COLLAR MOUNTED TO SIDE OF BUILDING 4 O NOTES: r ALiN� I t. 7' GATE VALVESSHALL HAVE F.I.P. THREADS, CONNECTION TO THE PIPE SHALL BE MADE WITH BRASS NIPPLE AND SCH_ 40 PVC F.I.P.T- 7( VALVE BOX NEMA 4X JUNCTION BOX REMOTE FROM PUMP STATION AS REO'D. WHEN LEADS AND/OR FLOAT WIRING CANNOT BE <�WATr Wit - - Y + � TOP SECTION OF SCH. 40 PVC C.I. VALVE BOX OD � CV SUP ADAPrERs. PUMP EXTENDED TO CONTROL PANEL WITHOUT SPLICING. JUNCTION BOX SHALL BE MOUNTED TO SIDE,_- +�� 3OUCTIL IRON FIVE � 2 GATE VALVES GREATER THAN 2" SHALL. BE MECHANICALJOINT. OF HOUSE OR ON SUITABLE SUPPORT (4 X 4 TREATED POST OR APPROVED E --- W iff EQUAL) ADJACENT TO PUMP STATION. REGARDLESS OF LOCATION, BOX SHALL BE AT LEAST 12" ABOVE GRADE. = a } .;, y$ 7 10 L JUNCTION WATER TIGHT LID, FRP • l UCTILE IROf3 P1PEF�cr r� U VALVE BOX SHOULD NOT W/PADLOCK _z ISEWER LINE OR IRRIGATION LINE(r y r �;�_ rr I k �:A. ,: < r,:. V O z 1` GATE VALVE CONTACT VALVE OR MAIN. PROTECTIVE CABLE SHOUD N s - + . ;; A= S a ..:. ;: ° .. 4- Tr^� V1 W 0 PLACE PEA GRAVEL UNDER BOX FOR SUPPORT. �- 1 � Z GRADE '"� '`"`` ` 10' SCH. 40 PVC 45° STREET ELL SCH. 40 PVC 456 WYE (� 4--- POWER/ALARM CABLE NOTE: IF SEWERLINE /IRRIGATION LINE IS EXISTING THE EXISTING LINE CAN BE Z Z � ENCASED IN AT LEAST 6" OF CONCRETE AROUND THE FULL PERIMETER OF THE � co P -+ ELECTRICAL PIPE FOR A DISTANCE OF AT LEAST 10' ON EACH SIDE OF THE CROSSING J QUICK DISCONNECT FLOW BLOCKING MIN. .':'. DUAL WALL CORRUGATED IN LOCATIONS WHERE 18" VERTICAL_ SEPARATION CAN'T BE MADE (0 BEARING AREA =1 FT sQ.--� NO CONCRETEOR GLANDS HWRAP BOLTS �BOLTS HDPE WETWELL WATER AND SEEER�� ING 7�7 z m GLANDS W/PLASTIC „ 36 MIN. INTERNAL WELL VENT 2" � NTS CLEAN -UM U TALL Q o C VALVE AND VALVE_BOX QUICK DISCONNECT ASSY. NTS U NTS SS CAST BALL VALVE INLET GROMMET DISCHARGE 1-1/4" FNPT FROM BUILDING T^ V 1 a� U) PLUMBING SITE SHALL BE GRADED TO SHED MANHOLE RING WATER AWAY FROM GREASE TRAP C TO SERVICE LINE AND COVER VALVE BOX �— �� 1 114 SCH- 40 PVC ALARM STORM CULVERT TANK ACCESS RISER �- 1-1/4" DISCHARGE LINE (LENGTH AS REQUIRED) NEW UTILITY LINE 24" MIN. CHECK VALVE ENCASEMENT UNLESS� oNCRETE (TYP.) s ON CALLED OUT ON PLANS.ONE ANTI -SIPHON VALVE 36" SEE "CONCRETE SUPPORT SADDLE DETAIL" WHERE CONCRETE REO'D. . . • • • • • . • • • • • • CONCRETE FOR - - 2S" FLOATATION CONTROL -OFF 47 GAL. �ti�tiftirti ti ... tifti�ti ti Z_ INVERT AS REQUIRED TO (MIN. 10.5 CF) " 14 32 GAL. •r.r_r�r•r•t•r•r•r.r•r•f•t• z •ti•ti_ti;ti•ti•ti•yti•ti•ti }.f 6" SCH 40 PVC ACCOMMODATE CONNECTION TO ' 24 GAL. -f 'f .f •r• r ~�•~ a ° FROM FOOD FACILITY SERVICE LINE FROM BUILDING SANITARY TEE 6" SCH 40 PVC N NEW UTILITY LINE MIN. SLOPE=1%. MIN. SLOPE-i%. - E-ONE GP2010 SERIES -------------- SEMI -POSITIVE DISPLACEMENT GREASE TRAP TYPE PUMP DIRECTLY DRIVEN •i r r'f�r%r•r-.-. SEAL AROUND PIPE WITH CAPACITY = 1,500 GAL. BY A 1 HP MOTOR CAPABLE OF PEA GRAVEL ', (D DELIVERING 9 GPM AT 138' `:•r•f•r•r•r•r•r•r•r•r•r•r=r•r"`_- STORM CULVERT y'ti•ti•;•ti•yti•4•ti'1.1•ti•1•t•1.1•S•1 NON SHRINK GROUT GREASE TRAP SHALL HAVE DIVISION OF T.D.H.110 6" : HEALTH SERVICES, NCDHR APPROVAL. LENGTH OF ENCASEMENT TO BE r FILL TO GRADE WITH CLEAN, COMPACTABLE��BACKFILL, SUCH AS EQUAL TO CULVERT O.D. PLUS 2'. EXTEND TEE TO HALF OF THE T PEA GRAVEL OR CRUSHED STONE, 1/8 3/4 IN SIZE. LIQUID DEPTH OF GREASE TRAP Lu CLAY AND SILTS ARE NOT ACCEPTABLE BACKFILL UTI�TY ER�CUL RT UTILITY OVER CULVERT - . . . . . !o :: :: .. , .... : . .. .. 'E.-ONE, PUMPING UNIT DETAIL . .. ... ..... 1:.:-r---.....'....................................... ,_rrw CRUSHED STONE OR GRAVEL O z CO = C' 0 NTS TYPICAL�ULV_-ERT.._GiSIL DETAILS I:•::•::•:::::::•..� o o m T— o CIIJ NTS 2 REQUIRED `�„ a 4R,• 4) 7 Q to m m Z ig is the property of HOUSTON and ASSOCIATES, P.A.and from Date; 5I31 A76 �-TRAP DET I c v produced in whole or in part without written permission Tree: 10:37:10 AM ' ASSOCIATES, P.A. - m q> 3 and ©Copyrigh12004 Frs.a,,e. leopar clubGravity sewer detail NTS co D ALL RIGHTS RESERVED NCO 0 O 12 GAUGE SOLID COPPER WIRE ON ALL PVC AND PE PIPE. WIRE SHALL BE AFFIXED TO PIPE 3" DETECTABLE TERRA TAPE D IS TO BE INSTALLED APPROXIMATELY 1.S FOOT DIRECTLY OVER ALL PVC PIPE. NOTES_* NOTES_* •J1l\ 1Jk\l\\J4,Jr�! •• 1. BACKFILL TO BE FREE OF ROCKS, FOREIGN MATERIAL OR FROZEN "r�f!`� �,.f,•J EARTH. f� 2. BACKFILL COMPACTED TO: �`• A. 98% MAXIMUM DRY DENSITY UNDER ROADS, DRIVEWAYS, OR !yri SIDEWALKS. tt. B. DENSITY BEFORE DISTURBANCE OR 90% MAXIMUM DRY DENSITY, >�f ::::::=:-:'`::-:-: >: 'r?>}: ?: }::::-:: ' :::::-::: WHICHEVER IS LESS, IN LOCATIONS NOT COVERED ABOVE. `�• ::;: ;:;: ;:;:;:;:;:;:;:;: ;:;... ;... ; ;:;:;:;::::::: r '' : :?.. 3. BACKFILL COMPACTED IN MAXIMUM OF e" LIFTS IN AREA 1 AND `:• :::::•':::-::::;:: :::: : >:-: :-: `:' MAXIMUM OF 6" LIFTS IN AREA 2. : .•y : 4. AREA 3 CONSIST OF SAND GRAVEL, OR NATIVE SOIL WHICH IS . ....::.:....•_._.....:. :' :':' FREE OF ROCKS, FOREIGR MATERIALS, FROZEN EARTH OR::::::::' • •':' •'•'•'•'•': ORGANICS. WHERE NATIVE SOIL IS DETERMINED ADEQUATE BY .' : = :::::::::::::::':':':•:':':':-:::-:::::.:.:::::.:::::: ENGINEER, NO EXCAVATION BELOW BOTTOM OF PIPE IS REQUIRED, ` ''''''''''' '.''"........ ILe., AREA 2 WOULD EXTEND TO TRENCH BOTTOM). ;:; : :> ^`' " REFERENCE TO DENSITY BASED ON STANDARD PROCTOR AS DETERMINED BY AASHTO T - 99 (ASTM D - 698). , + 2' MENCH BACKFILL NTS . ......... . . . . . . . . . . . . . . . . . . ......... . . . . . . . . . VALVE BOX SEE VALVE AND VALVE BOX DETAIL 3/4" TEST PLUG TAPPING SLEEVE SHALL BE LEAK TESTED BEFORE DRILLING EXISTING PIPE TAPPING SLEEVE -TAPPINGORD MODEL FTSC GATE VALVE �R APPROVED EQUAL 1 1/2" I - 2 ASPHALT OR EXISTING THICKNESS CUT IN ASPHALT TO BE SAWED �I 12" I � I 12" p � EXISTING ASPHALT ♦ It �� rf�•:'r : J AGGREGATE BASE COURSE #7 STONES .r•. _ '.` % • COMPACTED TO 100% DENSITY l4 :t ' J kr COMPACTED BACKFILL ; (SEE SPECS) ` NEW UTILITY LINE AREA 1 AREA 2 AREA 3 TRENCH WIDTH (SEE SPECS) OPEN -CUT &-P- JTMT-OR_BITUMNOUS_S-URF-ACK-..ARFAS NTS REPLACE CONCRETE 3" THICKER THAN CUT PAVEMENT EXISTING CONCRETE DRIVEWAY THICKNESS OF CONCRETE TO BE DETERMINED IN FIELD 8" STONE MEETING NCDOT SPECIFICATIONS FOR ABC `"• :::.f'•� "`" f { STONE, TYPE B OR C, TO BE COMPACTED TO 100%DRY DENSITY OR AS DIRECTED BY ENGINEER ti g COMPACTED BACKFILL (SEE SPECS) ! v •. NEW UTILITY LIN TRENCH WIDTH (SEE SPECS) -OP__EN-_CLOT &-PAT_ I[ FOE-C-QN-u-KETF_S"FgCE_AREAS NTS INDICATOR INDICATOR POST AMERICAN DARLING. OR APPROVED EQUAL GATE VALVE ]p BLOCKING MIN. BEARING AREA =1 FT SQ.. NO CONCRETE SHALL TOUCH BOLTS OR GLANDS. WRAP BOLTS & �7��7�� r ,� r� D •. . p GLANDS W/ PLASTIC 0�7 AM 1 J.Il_l, OLL r 0_Sr Z -VALVE Leopard club Water detail sht. NTS :L ENCASEMENT UTILITY LINE LENGTH OF ENCASEMENT TO BE EQUAL TO CULVERT O.D. PLUS 2'. UTILITY. TINDER -CULVERT TAR CULVERT TYPICAL_U�IVERT C�RSISSIN�� DETAILS NTS ►ICf►• IIY11 ITV 1 IIIC CAP SYSTEMS FIBERGLASS METER BOX ISHED GRADE /- 36" X 48" X 24" DEEP BALL VAL 2" FORD BRASS AND COPPER CUSTOMSETTER 2" PACK JOINT COUPLING NO, C84-77 2" STRAINE HIGH BY-PASS 1 #57 WASHED STONE BASE TE METER NG SYSTEM PORT - 2" ABB COMPOUND METER ANGLE CHECK VALVE 2" POLYETHYIENE PIPE CTS SDR-S, 200 PSI TITER S_ UW CE �MBLY NTS I----10--.--f SDR 21 PVC 3000 PSI CONCRETE 1/ 2 W FIRE HYDRANTS SHALL BE MUELLER "CENTURION', - (8) #4 REBAR THRUST COLLAR CLOW "MEDALLION", OR AMERICAN DARLING (MK-73). 4 EACH WAY THREADED GALVANIZED STEEL RODS WITH 4" X 900 HOOK SEE "TIE ROD SCHEDULE" FOR QUANTITY AND SIZE OF TIE ROD PROVIDE BARREL EXTENSION SECTION AS u?�: ON PLANS REQUIRED FOR PROPER VERTICAL ALIGNMENT _ _ _ M.J. CAP .I : OR OTHER BURY LINE M.J. FITING .:�`ii�Ji♦`�\\ �\ �ti6� J - - • i D-'- :4•J\i\1' }r`,`!1/4 �1•J 4`J\r1f11 f r r i.-l..r..r,.r , J r•ri s K` -JJ• `4ti � I .1 JOINT OF DIP :+`J\,J- - •J4 ti •ryrwJ\♦f f♦ *J :• ':I�•y r\ N I+ :/ti/tin\f .J l r UJ ::::. , #4 REBAR 6" GAh VALVE & VALVE BOX BACKFI 3' (SEE VALVE & VALVE BOX DETAIL) ; w t �4 2" OIA. THREADED TAP AND BRASS NIPPLE D I STONE ; �� : ; a FOR 2" LINE EXTENSIONS Q C.F. MIN.) f � Lx BLOCKING WEEP HOLE TO r .• : ; m VIEW TOE IEW EI�IiZ MEN. REMAIN OPEN THRUST COLLAR SHALL BE FORMED USING 112" EXTERIOR PLYWOOD 6".:DIP - .; _ •'•': • : AS PER COLLAR DIMENSIONS SHOWN. SIZE -LINE MINI_lbl MlhL-Q N 411 6" 18" f _ r " , •:. 3/4 THREADED GALVANIZED r •::-_.;• .: -: • CONC. •% 1 STEEL TIE RODS WITH ::::BLOCKINGr : ; 8" 12" 36" r4r:• 1 r • .=:.-:. -; it Ii 11 EYE BOLTS (4 TOTAL) '• {..... :.:.:.:.:.:.: 12 1a 48 f firJf '..•.:. .'.•.'. .•.'. r 16" 18" 66" NOTE: THE TEE IS NOT A PART OF THE FIRE HYDRANT • r, r. J, r. r+ r, r. r+ r, \• ASSEMBLY FOR BIDDING PURPOSES , THEUST COLL R E_.��SSE BLY NTS NTS FOR USE IN PAVED AREA PAVEMENT 12" 1 1/2" 4112" .'. . 4" is POURED IN PLACE CONCRETE COLLAR (3000 PSI MIX) COMPACTED ABC BASE UNDER COLLAR GATE VAL OR USE IN UNPAVED AREAS CASTING 12" . POURED IN PLACE CONCRETE COLLAR (3000 PSI MIX) VALVE BOX VALVE BOX SHOULD NOT CONTACT VALVE OR MAIN. PLACE PEA GRAVEL UNDER BOX FOR SUPPORT. BLOCKING MIN. BEARING AREA =1 FT NO CONCRETE SHALL TOUCH BOLTS OR GLANDS. WRAP BOLTS & GLANDS W/ PLASTIC V_AL_VE_AND VALVE I30X NTS NOTES- 1- CONTRACTOR SHALL PROVIDE TEMPORARY BOND FLANGE TAPPED 2", 2' GATE VALVE, ADAPTORS AND HOSE AS REQUIRD TO ACCOMPLISH FLUSHING, PRESSURE TESTING, CHLORINATING AND SAMPLING OPERATIONS, 2. VERTICAL BACKFLOW PREVENTER SHALL BE LOCATED IN MECHANICAL! STORAGE ROOM AND APPROVED BY FOUNDATION FOR CROSS -CONNECTION OONTROL AND HYDRAULIC RESEARCH, USC. BACKFLOW PREVENTER SHALL BE FESCO 0870V OR APPROVED EQUAI- APPROVED BACK -FLOW PREVENTER AND OTHER COMPONENTS BY OTHERS MIN On AS REQUIRED II 'I. I CONCRETE SLAB SEETHRUST COLLAR DETAIL TIE RODUS-CI EMLE TIE..RROD Pipe Diam, _ Quan. Size 4" 2 5/8" 6" 2 3/4" 8" 2 3/4" 12" 4 3/4" 16" 4 7/8" 20" 4 1" 24" 4 11/4" 30" 4 11/2" NOTE: All tie rods shill be galvanized steel. TIE ROD SEE TIE ROD EYE BOLT SCHEDULE) I 3' MINA-•---�--� NOTE: WHERE SMALL WATERLINE IS 2", A TAPPED CAP OR PLUG, AS APPLICABLE, SHALL BE USED, EFAIUCER-BIJOCKIN NTS J. REDUCER a' • •r,fl,fu - J,rJ♦f♦f VALVE BOX (SEE VALVE & VAL BOX DETAIL) IJ PLUG TAPPED 2" •2' BRASS COUPLING ,c 2" SCH. 40 PVC PIPE \_2" SCH. 40 MPT X SLIP f , PVC ADAPTER BRASS NIPPLE . I . 0 ABOVE GROUND ENCLOSURE BY HOT BOX ENCLOSURES OR APPROVED EQUAL ..... :CQ.E..: ji L Reduced pressure backf low preventer. The backf low preventer shall be approved by Foundation for Cross -Connection Control and Hydraulic Research, University of Southern California. The backflow preventer shall be Wilkins 975 or approved equal. BAICKFLOW_P_REVENTER VAULUDETAM NTS PLAN VIEW r !y l I t 2" ,'• i ! 4: f y % ,`!, ,♦ ,\4,itr�•it J:fir. ;:-. �.a �y r. SECTION VIEW TYT__WAL_BEND BJ,.,_OCKING NTS PLAN VIEW f 4 ! 2" i•♦ 2 .4 - J \r+ SECTION VIEW TMCAL_TD+ F1_B_L0_CKIN.G NTS THRUST B_L_OCKM TABLE BLOCKING DIMENSIONS (ft.) MIN. BLOCKING VOL. 221/20 4 1.0 0.6 0.5 0.25 1 6 1.5 1.0 0.8 0.25 1 a 2.0 1.1 1.0 0.25 1 12 3.0 1.7 1.5 0.5 4 16 4.0 2.2 2.0 0.5 8 1/3 450 4 1.5 0.8 0.8 0.25 1 6 2.0 1.3 1.0 0.25 2 8 3.0 1.5 1.5 0.25 3 12 4.0 2.5 2.0 0.5 9 1/3 16 5.0 3.5 2.5 0.6 20 3/4 900 & TEE 4 1.0 1.0 1.0 0.25 1 6 1.5 1.5 1.5 0.25 3 8 2.0 2.0 2.0 0.25 7 1/4 12 3.6 3.6 2.5 0.5 20 3/4 16 5.4 5.4 3.0 0.5 43 12/3 GENERAL_BLO_MNG_N0TM 1-Conorete shall. have a minirnalnl 28-clay strength of 3,000 psi. ♦r,! • ... %' 2.Bloc:king dimensions and volumes Presented in the "TH.RUST BLOCKINGTABLE" are BRASS CAP based on a soil bearing capacity of 2,000 psf. Where the actual soil bearing capacity differs 1-,-2" NIPPLE `2" SCH. from I.his value, the En ineer shall determine revised dimensions and volumes for the SGH. 44 0 FIPT X � SLIP PVC ADAPTER Contractor's used in construct ing the bfocking- 3.Concrete testing shall be subject to Paragraph 5.6 of the Specifications, with the exception that the number of cylinder tests shall be based on an average of approximately 1 per 4 blocks iroured. Should ant• lest fail, additional tests maybe required by the Engineer at the sole expense of the Contractor. " SCH. 40 PVC PIPE 4•Conc reie shall be from an approved ready -mix plant unless job-anixed concrete is specifically approved by the Engineer on -site. 5.The bask of the block (thrust bearing area) shall be against undisturbed soil. 2" SCH. 40 PVC 3, 906 BEND G. All fit( xigs and accessorie shall be wrapped with 10 mil polyethylene prior to pouring T ., blocking. no concrete shall be placed which will prevent the disassembling of adjacent r" 'THRUST BLOCKING joints. Siould concrete come into contact with any nuts or bolts, the pouring operation shall be ininleGately stopped, and the affected area be thoroughly cleaned to insure proper bolt and nut operation. T_ T.... f This drawing is the property of HOUSTON and ASSOCIATES, P.A.and t+ n❑ D %❑� �n�� f l is not be reproduced in whole or in part without written permission from N AA W u' V - `'. HOUSTON and ASSOCIATES, P.A. ©Copyright 2006 NOT RELEASED FOR CONSTRUCTION ALL RIGHTS RESERVED A �,-!lYt�eZ-►'f17'j'T -777 •i',�ti I! {I.e•, .. 'i: i r. S \ \ i \ if \ <-54.2 f r r 1✓� 0 r r r r ! 64.0 f r r r r f 4O l 7 f 5:1 SWAJ-E t t t t ti ♦ ♦ \ ♦ ♦ ♦ ♦ \ R ` ~ R t � �. w w Mwrr r r r�}yw � r ar wwww+ w w �i w fir. r� rrrwr� r w wry w w wrrr� r� �� r r +wry rr w ��Y r rr w.1rw r r rt+�r� r w W..rr r r r..rr� r 4 �wrn. r w �r r w w w+.rsw w r .•.ram. w ..� �w� r wr �..�� r �. �n+.r.rr r r r r +....r+w .. w awwrr ..r r .u.yw.r w ww .w...rr r r ��r ... 5...ww.wr rarAL BASIN SUlLT-UPa AREA (AC.) PAVEMENT-`---N AREAS 100 �2. 7a5g'_ (AC)�� BU(RC 1N GS T0Tg1 $ -- 102 0.378g �_ �- .A. 103 0-4224 0.1955 - (AC.� 105 0, 0,35 85 d. i69� 0. -- � �4~ 321,3 _ 0.1955 2.070$ 0.385$ 0.24626 0.1694 0.09 0.4139 0.3856 0 25 150 00 I 1 S + i1E r auNcnoN wy !1 INV. lit43,. 59 f t , s i + + � 1 i 4 l4 � 4 ExiS ING 30" RCP REMOVED N D""'ISION Of WATER At PRACTICE RAND SCALE, 1 11 ==5p,