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Home My WebLink AboutSW8971226_Approved Plans_20010418LJ Ld Ld T V) z 03 LLJ AV 0 W To < Of B3 C: 0 0 84 cr N '01 B6 4 "70* 87 go NO g 912 ftft 1 -6 93 M 94 RE 95 STORMWATER POND #2 DRAINAGE AREA w 96 7.08 AC. 6—m . . ..... No, CL < 0 Ml WE 0 1 7- < :5 4- A Ld OEM,; Q Z coz lo 4-J 0 LL 0 V I pc:�> SUBBASIN DRAINAGE AREA BO:UNDARY A\ 4p OT ::) 0 V A............ AB 4A (D 40 3-7 - 34 33 312 '6 '28 ol 29 0 a I 'I _P4 oe 4.W 420 4 aa� ......... 2M ..................... ....... R.:M 7- n- :4 11E z" g A C6 3 4��ir z- AMON x 4 RE 8 Lo 38 10 am A3 -7 0 9 < 3 24 -J-Y41 0 LLJ 14 15 6 A 45 CD A 43 0 -MON. 'IB STORMWATER POND #3 ---SERENE Bill LEGEND z 0 12 1 1 z CATCH BASIN w I W- WATERLINE REDUCER STORM DRAINAGE PIPING WITH MI m M x CATCH BASINS & JUNCTION BOXES SILT FENCE 8. JUNCTION BO GS- GRAVITY SEWERLINE THRUST COLLAR LABEL PERTAINING TO WATER DISTRIBUTION SYSTEM CO lxa� r-* r-* E* I=> => STORMWATER SWALE (5:1 BANKS) CHECK DAM a- FM- FORCE MAIN FIRE HYDRANT ASSEMBLY > BACK LOT SWALE (3:1 BANKS) OUTLET PROTECTION z LABEL PERTAINING TO WASTEWATER SYSTEM tn� zwo L _Zz 2- W�o 0 0. 3�' GATE VALVE & BOX BLOWOFF ASSEMBLY >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>'i?*P'I DRAINAGE DITCH FOR OFF -SITE gE g, ce RUNOFF (3:1 BANKS) CONSTRUCTION ENTRANCE oz* 19" LABEL PERTAINING TO STORMWATER SYSTEM M ZO!, 00' Z�4 m TEE MANHOLE EXISTING D.O.T. ROADSIDE SWALE co SO ................................... W-21 _j - - TO BE IMPROVED AS REQUIRED WETLAND LIMITS w &,w "w"w' mm M BEND EXISTING ROADSIDE SWALE mm 0 0 mco 000 A- TO REMAIN UNCHANGED EXISTING TOPO CONTOURS , �5O�9 I ix �co % 00 EXISTING PAVED ROADWAY 20 FERRY ROAD N.C. 20 20 HIGHWAY 211 20 E -TiNG--D TO RE EXISTING D.O.T. ROADSIDE SWAL 0 TO REM41IN t .. . ....... 7r, -77� n z z < z -=Now 40 41w qwm� compaw 0 < 0 0 0 F- im - 0 0 1- 0 S P.- To 0m_j 441 C) CO 0 Z' Lli �_ 0 Do ry 0 83 iltoLIJ 0 -4-) 1 1 86 1 Ld f_ 84 85 1 F- al- < Q) m 87 91 88 90 :2�w rx� 0 1 - 6" MJ TEE I F 82 1 1 - FIRE HYDRANT ASSEMBLY] 1 - 6" MJ TEE octf gv) E1 1 - 6" MJ PLUG TAPPED 2" 0 1 - 2" GATE VALVE & BOX 6" GATE VALVE & BOX STA 20+99.18 STA 24+99.68, 11.0' R FACE cv 11.0' R FACE CL TP: 19.08 I CL TP: 18.69 THROAT: 18.33 THROAT: 17.94 12" INV.: 16.00 15" INV.: 15.95 MH #10 28+ SDR 1�PVC WATERLINE STA 10.48, 70.41' R 6" ....... 1W V TOP 20.00 INV. OUT 16.00 W ----------------------- ------ --------- 0" �UR 21 PVC WATERLII'a� 25 N=67838.515, - 24+00 A E=2301450.4 11 15" HDPE R ------ 23 ------- cq� L 520.00' C -24-00 S 61' 24' 22" E 323.00' SEWER 320' 8" SDff_,35 PVC GRAVITY SEWER 0 0.40% ---- 21 0 SDR 35 PVC %__lj_ SDR 35 pVC GRAVI -3 2 _3' +00 GRAVITY SEWER 0 0.407 GS 290 00' 18" HDPE 18" HDPE S 74' 39' UF 24 STA 2 1.4 ot99�6 a_ '295+49.81, 0 1 L 8 I AP CL I 18.66' THR IN 14.8 17.94 1 Z 00' 15" V.: 15.75 STA #282+29.92, 0.00' 4 NW MH OUT 14.64 S)E 18" NV.: 15.50 STA 20+99. i TOP 19.66 WATERLINE & SEWERLINE SHALL MH ��=67761.7580 I INV. IN 13.36 NW 11.0' L F' BE CLASS 50 D.I.P. A MIN. OF CL TP: 19*0" STA 8 =2301730.0686 INV OUT 13.16 SE 10' ON EACH SIDE OF CROSSING. THROAT: 18.33 TOP INV, 81 N=67651.5648 12" INV.: 15.80 E=2302030.4974 18" INV.: 13.90 INV 24" INV.: 13.90 E= N= 100 135 m 133 E0 134 132 131 0 130 Al (n cq n,- Lij LO 0 uj ll"' uj 14- - -- - -- 00 uj ui 6" MJ TEE f 0 0 2" GATE VALVE & BOX 6" MJ PLUG.TAPPED 2"' 0 80 0 A 0 0 115 A c- M V+416.90, 0.00' cv 114 STA 2+39.91, 116 11.0' L FACE 117 1741 CL TP: 17.17 INV. IN 12.40 SW 118 120 11 THROAT: 16.42 N=67480.0715 INV. OUT 12.20 SE 15" INV.: 14.42 E=2301 W.6147 119 121 12 N=67594.1597 STi E=2301360,3720 A tl+32 6. 9'0, 0. 0 0 x 0 TOP 17.58 INV. IN 10.96 NW m MH INV. OUT 10.76 SE STX '6 go;- 0.00' STA 8+39.29, TOP cs 18.84 11.0' L FACE N= CL TP: 17.90 0 E= INV. IN 9.51 NW . ..... THROAT:17.15 INV. OUT 9.31 SE MH 15" INV.: 15., 79 N=67365.6150 . ...... STA E=2301937.7880 TOP 0+00 En' 1 - 6" MJ TEE INV. U - --- --- 1+00 2 GATE VALVES & BOXES INV. -GS S 68' 2 '2" E 310.00' 2+00 -15" HDPE 8' S PD?.. 3+00 PVC GRAVI -SEWER otz 1 4+00 'G! 24' 22 s 68* E 31 1.0o, 5+00 +00 L 311.0 8" SDR 35 PVC GRAVIT� S CL W 6" DR 21 PVC WATERLINE R D A 7+00 EWERAO U.4U7. 2 4' 2" E 311.00' 8-�00 15" IDPE 311.00' - 8" SDR 35 PVC W G @ 0.407. -GS 1!" W WATERLINE & SEWERLINE SHALL STA 31+47.30, BE CLASS 50 D.I.P. A MIN. OF 6" SDR 21 PVC WATERLINE 11.0' R FACE 10' ON EACH SIDE OF CROSSING. <!�V_' 1 �4O 0, STA 2 3 .9 W PLI FACE I W CL TP: 16.94 00 NZ CL TP: 17.17 W THROAT. 16.19 0 15" INV.: 14.23 + 0 ZI THROAT: 16.42 120' 8" SDR 35 PVC ui 15" INV.: 14.20 RAVITY SEWER @ 0.40% 1 - 6" MJ TEE STA 8+39-29, w .0' � FACE N 22* 05' 40" E 120.00' V) 1 - FIRE HYDRANT ASSEMBLY 15" HDPE 3: CL TP: 17.90 THROAT: 17.15 15!".JN N=67482.9718 o tj E=2301315.2359 w /78 < 0 lz 113 z 1 15.0 �15 15 MH uj 0 `i� - m ...... + . ...... 1E < TOP 16.78 STA INV.: STA 61.30, 6.53' R 31+47.30, 0 6 INV. OUT 12.88 NE 11.0' L t-AU� E lot I, P. CL -TP: 16.94 15 THR 1'0 -09� 'A08 G 2.0 'ETATIVE SWALE_!p_'* INV.-'-1=5.00 V� 4 'z ... ....... 15 cc) ........... < 12 ........ NCTION BOX .... ......... ...... VADPE "I ' I - 15" INV.: 12.57 -- - -------------- - lqG Eylsill i L> Ld JUNCTION BOX V. EXISTING STA 31,+58.79, . ... .... REMOVE EXISTING SEGMENT OFIPIPE FIRE HYDRANT 21,76'-R CENTER 36" INV.: 13.70 + 0 DIRECT PIPE UNDER 36" HDPE7 WITH 4 - 15" - 45* BENDS "A" (SHEET 14) �A IM [ORM DRAIN PROFILE VrN UNNIN-J, Z'u z m 0) 36" SHEET 3' JUNCTION BOX 77 STA 32+14.41. DPE -1-a 10 20 30 40 80 160 0 ENE= I Mill SCALE: 1 "=40' 0 _c INV! A 7- ---------- DIRL(;l PIPE UNDER 515" HUPE �E'HY_DRANT I c* mn-- N WITH 4 - 15" - 450 BENDS ---SH I R SEE, STORM DRA (SHEET 1�), -IN..PROFILE "A' -Z� -SD' 4 77 JUNCTION BOX 3 HDPE INV.: 11.67 SHEET 3 STA 32+14.41, 22 56' L CENTER JUNCTION BOX 15" iNV.: 12.43 ............. 15" INV.: 9.57 36" INV.: 12.24 C* C=> C* =>c:� % P110 ......... .................. . ............ INV: 9.17 00 ............ �0740 -3 16 ro INV.: 18.00 IN _ -'49 D 14 NO 16 + SV CON ...... - > 'to - - -- - -- - -- - - 00 'A 24" RCP fr- 0 @ 00 01 41 LLj > STA i3+68.19 11 V.- 18.41] En 11.0' L FACE w CL TP 19, 19 > 19 .... .... . NINE 15'!-'INV.: 16.30 19 18" INV.: 15.60 THROAT: 18.44 I w 24" INV.: 15.60 1 z 37 w > ,p I < 36 a- 1 39 38 1 u- STA 33+68.79, LO 11.0' R FACE 43 40 41 oc 42 THROAT: 18.44 CL TP: 19.19 LO MH 3 + 04 15" INV.: 16.50 STA'�4 58.12, 0.00' z 04 TOP 20.37 N=V688.1321'- fy- r�, 1� w INV. OUT 16.90 SW I E=2301411.7977 "M F_ CL INV.: 16.20 STA 2+10.86, z 15; < MH 28 z to N=6719'6�2�66 Q<Z 6" MJ TEE E=2301265.4550 STA 11 +64.87, 0.00 CL TP: 19.54 0 0 1 �..FIRE HYDRANT ASSEMBLY 11.0' L FACE 0 TOP 19.64 THROAT: 18.79 INV OUT 15.66.,S 15" INV.: 16.60 18" INV.: 16.50 z 0 0 S F Lu 0 0 Y W W Of Q� 0 z W_ _611 SDR 21 PVC WArERLINE Ld F- 0 6" SD 21 PVC WATERttNE_ V) in F-- Of 0 LJ 6+00 too 7+00 8+00 _p 0 4+00 S 70' 32' 06"" E 330.CT I UJ i__ 0 LO , 1+00 2+ . 0 3+00 S 70' 32' 06" E 329.00' GS (D GS GS _Gs 8" SDR 35 PVC G AVITY SEWER 0 0.40% 14 r) 11 330' - 8" SDR 35 PVC GRAVITY, S EWER @ 0.407. Lu +0 HDPE 329' ROAD V) v) 1 - 6" MJ TEE 3:<Pj A,\ 2 - 611 GATE VALVES & BOXES F MH 26 + STA 35+45, WATERLINE & SEWERLINE SHALL 2793.87,,0.001 2 STA #4+ #8 23.87, 11.0' R FACE 00 S BE CLASS 50 D.I.P. A MIN. OF TOP 20.90 CL TP: 21.51 I R FACE 10' ON EACH SIDE OF CROSSING. 9.54 INV. IN 14.34 NW .82 THROAT.- 20.76 INV. OUT-14.14 SE 18.79 OUT 12,6 15" INV.: 18.75 N-66978.4991 C� 16.79 N=66868.5329 PARK AVENUE 0 _(Tl 11, Al 2+1 0.86, ST 1 .0 NW L Tp. 1 IN 12 2 SE �O CTCHA T 1 5 IN�. E=2301721.9938 �V_ STA 35+45, .. ....... .. 11.0' L FACE CL TP: 21.51 THROAT: 20.76 (D 22 15"W INV.: 18.50 18" INV.: 16. 0 15"S INV,: 16.30 45 44 0 CD 46 47 49 48 50 51 b 3 to 14 off w W to 0 (0 JUNCTION BOX 16.89' L CENTER + STA 37+34.99, 0 r- 0 "x 15" INV.: 17.05 0) N=66897.4560 21 E=2301210.1366 L0 0) n, 00 MH TOP 20.82 STAS2+55.34, 5.03' R 4 INV. IN 15.70 NE INV. OUT 15.50 SE 71 0 76 73 74 70 0 0 1 1 72 75 _c 1 6" 90* MJ BEND LLJ 0 z N=66767,1169 STA 38+32.59, E=2301282.3357 S 28* 59' 01" E 149.00' 11.0' L FACE STA 44+00.35, CD :to; 149' - 811 SDR 35 PVC CL TP: 20.44 N=66651.2079 THROAT: 19.69� //SailTIHA %1+05.13, 11.0' L FACE .99'R E=23015973103 GRAVITY SEWER 0 0.40% 3 CL TP: 21.95 15" INV.: 17.50 2 78 1 0.14 90 NW THROAT: 21,2% TINOVP N MH#20 _c 1811 INV. 1 STA 38+32.59, STA 42+40,72, 0.00' V) 11.0' R FACE TOP 22.84 CL TP: 20.44 INV. IN 13.35 NW INV. OUT 13.15 SE P4f p C14 15" INV.: 17.70 THROAT. 19.69 61x Y.� ols, Z FM FM� FM FM x WATERLINE SHALL CROSS 611 SDR 21 PVC FORCE MAIN U4 OVER'SEWERLINE WITH Ill 01) MIN. 181" SEPARATION 44'fOo S 700 32' 06" E 307.00' 45+4 46+00 qn 336' 8" SDR 35 PVC GRAVITY SEWER 0 0.40% S 69* 49' 13" E 336.00' 43+Oq - - I I �� z 42400 _GS - 0 S Gs a_ 3 35 PV GRAVITY SEWER @ �.40% 0 414 0 1811 HDPE 07' - 8" SDR 00 40+0. R OAD 'A k�ev-iqAbr 41 SDR 21 PVC WATERLINE W W 6:: W ;:6. 18" M' E 77 GATTEEVALVES_ /I - p T i 1 111. V) & MH #14i. STA 45-i4.47.72. wo x T FP 22-57 V V I I 4+00.35, STA 4 �JN N 92 N 0 0 11.01 R FACE INV. OUTA 1.72 1 - 611 MJ TEE CL TP- 21.95 1 - FIRE HYDRANT ASSEMBLY THR6XT: 21.20 N=66548,.9060 I V OUT,� 1 N 18" INV.., 18.75 E=2301887.1638 A3 15 6 1 6" 45- �J BEND lz 7 9 12 13 10 x 8 Al to 1w) ROSS FORCE MAIN SHALL C UNDER WATERLINE WITH MIN. 1811 SEPARATION w w - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - -- - - - - -- - - - -- - - - - - - - - - - - - - - - - -- MANHOLE BACK LOT SWALE (3: bi uj -- - - - - - - - - - - - - EXISTING - - - - - - - - - - - - - - - - - - - - - - - - - - - - - BACK LOT SWALE (3:1 BANKS) ACK LOT SWAL AN <7� (30 7 GS A - -- - -- 30' DRAINAGE EASEMENT /T/ 2 T ACKLO BRM(2' 03'HIGH 45 el 00 40 �w �GS- FM \ \ 1 .1- 1� FM �..-Li 4w a* 40 �6* ammumm 22tOO 1, 40 40 BORE AND JACK NUE WITH 12" CASING WATERLINE SHALL CROSS OVER SEWERLINE WITH z STUART AVE iDi MIN. 18" SEPARATION w 0 10 20 30 40 80 160 0) -W VW4 M�ih �_t m 45 1 6" 450 MJ 13END iM5 = It 0 >� m -a c le (D 6" x 6" TAPPING SLEEVE 41 Q> SCALE: 1 "=40' 0 0 0 _c: Fl_ 6" TAPPING GATE VALVE & BOX r) n 0 �_� 10M -_ -_ I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII - - - _____ 11,111 . ... 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RANT \ if I I - I I � I � . __ I,- - I I I/ I I 1 2411 NV.: 16.50 ) I I ol .� I ,� _. . , I I I 2 \ / /,/ / , -,,O,_,�- 0 1 - I �� I I I I ; . - I I , ,)., V I I , 7 i \:-I- �, I I � I . . I ,:� 1, 1, 0 ", , , /.- � I . I � I _�, t� .� ,�� 11 , _: 11 I . . ,� 1. / / ,e ,'I - -, � I � I " "I ; I I � �l I . , - , 1� ;, � .� �� I ,� �e � I/ /�, I �F_ 0 ��,, : ,11' -1 1. -11 I � . I � , / I \ I . - .4 � , , , I I . �k, , ; , lil ,�/ I ! mv�., I I I I , � I , : � \ ., �=14 1 1 1 f I "I .� r � I I ,. � / I if �41�,�, - I ll� " , 11 , � �' I " /4 1 � , I I I . � � I � I ,� �, , I ll�___ � 11, , I I I / , / I 1 I I � ,�,, I I A 11 .l: I I I I 1 i , , I I . I /I \ /4,0 1 " 1._ I." �� : ,� 11 . . 11 It ". \ c� / I Ill - 0 . I - I � I , � I / & - I'll, / 11 I I .1 +. � I I 1. I - , I - - I .�o,,,,� , , I I I , , ', 19 , e� , � I 2o,.z ,I \ / /IV - I 0 � - ,'. A 4 1 1 , I , I \ ,4 1 - ,11,11�,i I 1 I . / C3 , � - � � � I . � I /, ,� 8 ,, .,,: i I � 11 � I I . 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I I d ,,�`,; �, �, � �l; ", �,,, , - i I - / I ,I I I , - ___ --- L___-,-_,---_____________ I- I I , --- � , " 1\7, - - - - 7 " "' , ', - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- // I . � , I - - I I I . � � � . \1 - I *P,�� I � , � , I I I � I ., BACK LOT SWALE (3:1 BANKS : �: ! vl I , I . - ,�� I 11 ) - J � - f -1 " " ,p 71�,i � - . - I � I � � " ) . , � I" I ) -4 ; ; �) � r � )/1 -----> I 4, . , , ) ) " " 77, ) ) I ) ) 4 ---- ---------------- , -------------------- I 4 ) ---> _> 4 �l ) > ) I ) ---> ---> ) > ,,__�, I _\ --,,��,,�, .1 I ! , / - ) I � . I . I I - . / / I ,-� �,, �.,/ / / : / / / / / / / / / / / / / / ;�--,,, / / / / / / / / / I / / / / / / / / / / / / / / / / / / / / / / / / / I //////////////////// I . . . . � : I �/ / / /�/ / / _ / / �,.,/ / / / / � ',,/ / I /. : / / / / / / / / / / / / / / / / , / I �. I / / / / / / , I / - 30' DRAINAGE EASI =MENT I __ � , I , , , � , , � � , � � , , / / / / /,/ / /////,%////////////,, / / / / / / / ////////////,/////// /////- "I , , , I / / / / / / / 1131A&'Cof MRV(�,/T6/Y464 / / , I I I .� " �11 Q0 I - /�/ // /// /// /// 11 , i _ \\\\\\\\\\\\\\\\ 4 \ \ \ \ \ \ \ \ \"\, \ \ \ \ \ \ ,\\\,\N \\\ \\\\\\ \\\ ,�,z \ \ Nf� 1\ \ ��\�, \\ _1 ; �, i " 11 ,� I \,\\\\,\\\ ,�, \ \\,\"\ ... \\\\\\\\\\\\\\\_ Jq ,� ll� I - I � � 4.wmmNlmjw,w � �,. . �,m � 0 � , f 11 � �,_ ___ __ % I I .f "I � -��40�.. � , � ,_� 1 4mumm"" �.,,� � � � � 4momm � 40 4mmwiiem � � 4..=� , \ \ \ \ \ \i\ \ \ \;\ \ \ ,�; \ \ \�\\ \\'\ \ \ \ I \ \ \ \ - \ \ \ \ - - , \ \ \ \ j \ , \ \ \ \\ \', \ \ \ .. 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SCALE: 1 "=40' ` (D - - N Q I � ll� (D a) , c- \e w � 3;: () , oll 0) _____ - - _I_- 0 41 a Q) � _____ IIIIIIIIIIIIIIII I iiiiiiiiiiiii 11 ___ - � � (-) L_ : I - �� mill I, illillilli� ''I 11111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1111,111111, I iiiiiiiiii - V) 1 1 _IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Illmll I , I I 111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII iiiiiiii - ____ I I - _____ I I I 11 ____ I I �- 9 -I I k-�__,l,___!-nN_Fl ....... �, ____� .......... � �� ., . . I ", , . �� i I . . I& I I z H ' +37 - 94 ' 0-20' L M TA ' 0 S OP 1 0 .6 I N INV. IN 1 W INV_ IN 0 _ 05 SE V . OUT _O .0 SW I =N5 I ,� I I I I ___ - I ____ � I I I I I . "I -11, - I ,-,.-I'll - I'll I— __l_____________ I I ------,--,--,--,-,-, ------I---- z w mo 0 It,z 41W 0. V) 4v m % '0 01 cl lop z liln w- WO C5 I L 10000, rn z -OZ z ap :20 .......... 0 Ld < Wmw (L 40 0000, W CL,4 40 ww IL wcn Z= z Z M 0000, ROCK CHECK DAM q m do Ww r-Q ZO 0 "SO -jQ- rn -j .0001, j ow &* 10 'w" W. win Lv) N=66328,1567 0 do E=2303981.1937 0000 0)00 147 MH '2 C4 '4* 4v STA02,45.10, 0.00' ON te) .................................................. TOP 8.74 INV. OUT 4.70 SW VE' GETATED SWALE MIN -5:1 SIDE SLOPE 100 L.F MIN. 000 05 CHANNEL §LOPE .0 0 0. 40 do --mom* IVUI am-uft -ftm 0000, 1 BLOWOFF ASSEMBLY 10 -ft.. 0 qw-mw� (D cn cr) Z 7 0 '�4 END CURB @ STA 1+19/vc -4 45' BEND 2' 20' L % 132' 8 35 PVC USEDN"10.76% RAVITY S .146 z W N'' < N=662!78.2133 0 ry �TED SWALE E=2303859.0067 VEGET -51-OPE MIN 5:1 SIDE CL STA 21+18.03, N=66406,4173 MH '31 MIN.Hj 0 L.F 11,0' L FACE J 6" MJ TEE 1 L ANO EL §LOPE E=2303364-199b 137 140 001-TS 'gt�- ' \ % X�bt[VID�n' + 14,05, 4.33' 0 . 02 C. N 0<-7 1 J FIRE HYDRANI STA 0 CL TP: 10.08 PIPE TOP 7.76 0 Mi PLUG TAPPED 2" INV, IN 3. 2:0 THROAT: 9.33 THRUST COLLAN 1-um 0 70 NE C* C* -7 7.3U MH #29A 6 15" INV. 00, 6" Md TEE 1 2-1 GATE VALVE & BOX mv MIT 3.bU SW 7OF 1�4 -95, u. 0 STA 22+37 2" VEGETATED SWALE r LIj TOP 9.48 El- MJ PLUG TAFFED opu INV.' 6.5 j -1 SIDE SLUFt CONCRETE 2 GA A E &BOX MIN 5. 7.4 FLUME INV IN 0.95 5L MIN. 100 L.F. TP, 7.4 . ......... INV. OUT 0.8b NVV 2 OPE _j a 0.003 CHANNEL bL uJ -J .................... 4 5TBVE NLDV 115' - 8" SDR 35 PVC ............ GRAVITY SEWER u 0.407- PROPOSED AMENITY CENTER 0 cd ;j z K TEMPORARY STA 25+19.32, M7T6p8 Ld 1- C) 0 SILT FENCE V) V) IN 1.0' L FACE E 8.05 0 CL TP: or- 0 LJJ 6 ilJ�O�T: 7.30 Lli I-- D- INV.- 1 77--91 1- < )DR 2 < --------- - ---------------- )l < 4.5 BOX Lli 21+o 0 TP 7.78 (10 77- 200, " 39"-� 200.00, . .. ...... IN QO L'i . ..... 3&_eV -Z-:, -_ C GRAVRy 9) 040 23+00 - 61, W TEMPORARY SILT FENCE E--q 6. 1- - SOR .......................... .......... TP 7.78 24 0'- rluF .. ...... ft S 62- 28' 99" E 2,uu- --t-UL) WATERLI V 5" HOPE 35 PVC (;RAVITY SEWER @ 0.46 z" --M- MIN IN LDR 21 PVC WATERLINE 25+5o 15" HDPE 26+0( "��e L -35"PVCG 27+()o SO E v NCR @ o7407. �EGIN ROADWAY S 62* 28' SECTION C-U INV. 72.ow TA 27+M c 28+00 29+00 TP 6.72 L ROSS . ....... I WATER I E SH HDPE JUNCTION",,.B STA 21';A- 18.03, '1 OVER E ERLINE -1 N=66302.4289 C7 5.64 MIN. 1 S E IF TIO 24" INV.: r 11.01 R FACE E=230 56332P) 4 I" CL TP.- ',,10-08 STA 25+ 1 9�52. 36 .11.0' R EAU FTFF�l THROT�9.33 0 429 ; U. A 7.10 "24+62-93, Q-u 4- N 9.05 TA U CL TP O�t: 7. TOP 8.36 S JHR INV. IN 3 35 S INV,.-�' 4.70 N S fy, N 1:95 SE MH #30 INV. I STA'27+34.93. 0.00' 1 UT 1.85,,NVY INV. 0 TOP 8.72 13LOWOFF ASSEMBLY NV- IN 3. 4 NV. OUT 3.04 N PROPOSED '6' 1 NE STORmWATER *ARD INLET -0 STA o+,40.9 YARD I WATERLINE SHALL CROSS ENTION POND DET 10 TOP GRATE: 7 -1 N=66176.7184 OF 1 6 Y ' A 0 40.9 )MV-.: 4.90 72 144 E=2303804-934b I OVER SEWERLINE WIl STA 29+06-10- INV.: 4. FOR DUALS) j P R E- 7.9911, MIN. 18" SEPARATION 11.0' R FACE (SEE SHEET 14 CL TP: 7.95 a AT SWALE I V.. .0 THROAT: 7.20 VEGETATED SWALE INV.: 4.9 -1 SIDE SLOPE 0 % MIN 5 UJ w Mj�. 100 L.F. 4 LLI @ 0.003 CHANNEL SLOPE SDR 3 0 C14 w 5 GR PVC AVITY SEWER 0 2 �007- IV) ch 'e 0 IV I - '�-< -,- 1;�� I �' 0.0' L 145 MH #33 -4 STA 1+17-22, 1 TOP 11.29 INV. IN - 589, NV,. OUT 79, IN �'66180.5347, 0 E=2303568Z090 0) \'jX cf) "SDR 35 PVC SEWER INV.: 3.00 / /'l - I - "' 128' - 8 140 GR&ITY, Q,-,2.76%1�; 0) 2 & c 00 % 44 BLOWOFF ASSEMBLY 143 CD C) 0 LW z u 0 0 BE NTED ATE RV I C E- TO 3 D dip pit NER LACED ...... SOUTHPOR I NU p MH 34 S TOP 15.80 TA#2 41.99, 0.00' 12 INv. OUT 9 32 NE Q) (0 N=661rb6.9135 E=2303464.1003 x 0 m V 142 0 X Q) z DCOOOOO Q) lV2'0 HIGH DENSITY POLYETHYLENE SDR 9 q TO BE DIRECTIONAL BORED SEWE FORCE MAII OWNER. UNDER WETLANDS By C) n L --- j W MYERS WGL 20 ION 4' GRINDER PUMP STAT 5" IMPELLER WITH 2' 10, 20' 2' MAX.SLOPE 3:1 ER '""KoRoT MIN.SLOPE 1.1 1/4" PER FOOT 1":PER 6:1 SHOULDFOOT 141 PFR 1/4" PER FOOT MIN.SLOPE 6:1 -COMPACTED SUBGRADE- :MAX:S�LD�P Q0 SEE CURB DETAILS 3:1 6" A13C or 9" 113C SEE CURB DETAILS 1 1/2" 1-2 BITUMINOUS CONCRETE TYPICAL FILL SECTION TYPICAL CUT SECTION 4- 0 z SECTION C -.0 160 Ln ROAD-W-A- -�3t;Uj 80 0 10 20 30 - N I Z) 4-j c' >' IMMEM! M c*4 Q) SCALE: V=40' 4w 4w aw 10 cn 4w _ _ _ A ' - a0 Jk1NC7 0 21 +v0 .... -- 1. N BOX 15 'NAPE INV".�6 ,•. 64... 9 10 7.5' MSL 15" HDPE-" 1.0. // nnnn 6.0' MSL- STORAGE POOL @ 8.4' MSL 1 ! 0' WIDE BERMUDA GRASS SOD i EMERGENCY SPILLWAY WITH j CREST @ 9.0' MSL NORMAL POOL @ 7.5' MSL26 VEGETATIVE SHELF i BETWEEN 6.5';"AND 7 5 MS"L r i BOTTOM @ 1.5' MSL 6 w-` 1 Q to -- -- -- -- 1 to 7.6' w MSL t 1 � ti I{ � ' MIN. TOP OF BERM (BANK = ELEV. 9.5' MSL A DUN FULL PERIMETER OF; POND 1 5 i i 7.7' 1 g Y MSL 1 r 20' UTiLITY EASEMENT T - _ - i i f LIFT STATIbN t 24 _ M O � i BACK LOT BERM O 9.5' MSL _ MIN. ELEV. M STORM^.DRAIN P.ROILE "A';'_ r _. o t e � n. f HORIZONTAL 1" 40 m VE(2TIC 1 4 N Q z. e W Z. p �i Z z o 36 HDPE - 1 ao.. a o JEL UNCTION BOX STA O+UU , p 4 O (IUNCTIONI BOX Y 1 0 . Q 3 W a Cr a iNV....12:57 STA y;O+30 28 INV. 9.57 , STORMWATER t0 a Mg SR F. PO .' o o a O O ' 45° BEND a SD B f s 4 0) i v- � i> _� w � STA 0+14.28 INV. 12:47 .__,F l - = 3 cn= v 5D A•. �., a� ,. N C \ U o M. m ... ..�-.. N COo h o\ _ S c5 t422 77 `v M 45° BEND o' STD 0+27.26 INV 9 17 450 BEND ' �: INV. 9.67 STA 0+18.26. M ... INV 7' 17 a ., SD o r 45 BEND S ..: mu ❑uuwurrnn INV 7.07 _ ..`..+> K. �i f ;_. _ - Co J� t OOV' O00 J _ .. of ..._., ... ..... .. ......Li� .:..... ... ...,. :....o ...... .... .1011 �!!l/!!lllflllli111u111U\\\O ;.. ..._:_ :.... +, + UI J I- W � w11 Q STORMWATERDETENTION PONDS z o o SCALE: 1'' 40' z o p 1- F-- Lt_I `U O O STORMWATER DETENTION POND 2 W � o SCALE: 1 40' _ SEE PLAN � o TOP OF BERM REST (STORAGE POOL) [L! COORDINATES OF POINTS ALONG EDGE OF NORMAL POOL 1 p 5:1 SLOPE SW Pond #1 SW Pond #2 SW Pond #3 '` BERMUDA GRASS x ---Y-_ -- X--- y X y ------ --------------- ----- STAINLESS STEEL WIRE MESH 1 2303277.00 66415.73 2302872.56 67211 .80 2301356.85 67331 .67 LONGITUDINAL SECTION VIEW WITH MIN. 3/16" STRANDS AND 2 2303262.75 66368.63 2302892.26 67208 38 2301367.50 67340.98 1" SQUARE OPENS: r�� 3 2303228.25 66343.07 2302908.55 67185.25 2301478.65 67333.52 4 2303171 .74 66310. 73 2302886.32 67057. 17 2301487.95 67322. 87 PLAN VIEW `L/ (D TOP OF BERM 5 2303094.00 66287.51 2302868.97 67044.95 2301486.36 67299.12 ,�'"\ - (�� 6 2303129.74 66359.83 2302839.42 67050.08 2301475.71 67289.82 / MESH SHALL BE CUT TO FIT IN SIDE WT 7 2303176. 50 66438.34 2302832. 98 67071 .50 2301364. 56 67297:27 REST (STORAGE POOL) TEEMESH SHALL BE O HELD IN PLACE 8 2303215.75 66417.42 2302855.22 67199.58 2301355.26 67307.92 WITH AND SHALL PVC PIPE - BERMUDA GRASS SOD - CROSS SECTION VIEW CH.40PVC ORIFICE PIPE B_RS}AD_CRES=__STUL_WAY NTS STORMWATER DETENTION_ POND 1 _ SCALE: 1 =-40 INV ELEV _ 13.8 N _(NORMALPOOL) ® _M Z. to STORMWATER DETENTION POND DATA CH. 40 PVC REDUCING TEE .. r _ 0 Pond 1 Pond #2 Pond #3 SECTION VIEWry 20 16 12 8 4 Proposed BUA Served by Pond (ac.) 3.62 2.78 1.76ZO�A��._.1C�i...P1PE_QU�'+,'�'TR.LTTIk. DETAL W; Total Drainage Area (TDA) Served by Pond (ac.) 10.73 7.08 5.0900 NTS W % BUA to TDA 33.7 39.3 34.6 Computed Runoff from i" Rainfall (cf) 13,771 10,367 6,674 v Minimum _Permanent Pool Depth (ft.) 6 5 5.8 I 0. Required Surface Area @ Normal Pool (sf) 8,366 8,512 4,324 U Provided Surface Area @ Normal Pool (sf) 14,700 8,930 6,425 Provided Surface Area @ Storage Pool (sf) 16,200 10,346 6,500 o Z SW Storage Depth (ft.) 0.9 1.1 1.0 Storage within SW Storage Depth (cf) 13,900 10,602 6,713 t✓ 0 Diameter of Orifice (in.) 1.75 1.5 1 B TRASH GUARD Elevation of Orifice (ft. MSL) 7.5 12 13.$ FASTEN WIRE FABRIC TO TRASH GUARD AND TO RISER WITH 1/4" SS SCREWS t Approximate Time for Drawdown (days) 3.5 3.5 2.41 GUARD G PROVIDE 1X4 - W2.9 X W2.9 GALVANIZED '"'"1 C14 WELDED WIRE FABRIC OVER TRASH GUARD. J -l1 I �p OUTLET STRUCTURE (SEE DETAIL) POND RD SD IG 4D RE O-E GE ll LQ A 24' 48" 3/4" 8.4' 7.5' 7.0' 6.7' 6.5' A � p fZ 1 36„ _ 1 2 24,' 18" 36" 1 1 /2" 13.1' 12.0 11.5' 11.0' 10.5' BARREL 41 B ISER o 2 X 4 TREATED LUMBER 0 40 80 120 160 u 4u au - i zu 1 tiu 0 40 80 120 F' R C�' F' R 41 SPIKE TO POST WITH ` _ 16d H.D.G. NAILS T_O�VM_V_0_ I, -__._ ) ALL PIPE SHALL BE DENSITY POLYETHYLENE (TYP. SUITABLE FOR USE UNDER H2O LOADING o c n v 6 2 8 4 0 40 80 120 160 200 240 280 3 3 2 3 4 „ n An an »n Ian --%1- -0 +-+_ _0 N