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Home My WebLink AboutSWA000163_Plansheet C2.3 - Grading_Drainage Plan_20220825GEN D: IV V I t3 / r/� 1THERE ARE NO WETLANDS. i� EXISTING CONTOURS ----------------- LT FENCE m II II II II - i 2. THE WETPOND WAS DESIGNED TO HANDLE THE ENTIRE DEVELOPMENT SHOWN IC1.1 I I THIS I I ® 7\� co PACKAGE. `l I I I I CHECK DAM PROPOSED CONTOURS I_ > SILT SACK I mM> 3. ALL PIPE SIZES AND LENGTHS ARE LOCATED ON SHEET C4.2 IN THE PIPE SCHEDULE. I ssMH I I Z 14. ALL GRADES ALONG CURBS ARE GREATER THAN 0.5% SEE SPOT ELEVATIONS. I I RIM=535.48 c6 I I b-� I cn Z 15. ALL SIDEWALKS ARE LESS THAN 5% HORIZONTAL SLOPE AND LESS THAN 2% CROS -SLO ES. IN(A)=520.38 GR=532.58 I I INLET PROTECTION I LIMIT OF IN(B)=520.38 OUT=527.21 I I SSMH SI L N CE OU TLT I ALL ADA RAMPS A PER ADA STANDARDS SEE SPOT ELEVATIONS . _ _ ONSTRUCTIONm OUT=520.08 _ __--- I I RIM =532.10 -- - -- -- - -- -- -- -- - - 7. m SSMH - - 10' PRIVATE WATER EASEMENT 535.48 '_ IN=519.20 _ _ _ _ _ _ _ _ I V-5 24 RCP GR=529.37 L 53o.19x-j3.74x o3� 4x x 534.81x � � ix 532. x ii - - - NOUT=511.42 M=533.92 - l825�S 1 \ 8" PVC FC„�K, FILE 225 A c�) 531 66 I I T=522.52 _ _ _ 532. 532,49 18'C&G \ 5-1 _ O 534.31 8 PVC 5 3 72 20' PUBLIC SANITARY 00 530.63x 531.90x : s 4. �.14 / PC. K, FILE 225 TW:521,5 � � TW;532, I I LIMIT OF \ 534.77x 534.48x SOx os 533•\" FH 533,1 S SEWER EASEMENT 1 BW1513.0 ` ,Aspha#t W's23,s CONSTRUCTION Asphalt yy 65 - - 1 - - WV 0' SIDE YARD _ _ _�_ _ _ - �_` CB v r I I 11 1 1, 1/ I �)�\\\\\\\\ �° / J 530.42 1 I I 1 534.46:' 18"C&G 534.0 5339�.� ,,3. y/ / / Il II NR 5 5?08 \ i \ - �^ \ \ _ / J / / / \ i GjN=526.69 y / 53.77 I I 10W SI EiYA /I IIII l \\ - V - - - - - - - - 534. - - 534.• / OUT=525.05 / OUT=526.53 A I 1 I YiY�7 T/ -------------_ ----- 4.5 r7 I \ \ �---------// // I J24" RCP GR=530.95 W \i�7 22 _ - STR13A - \ 1-7 - - - - - _ I _ / CB IN=524.09 I iiiiiyli ♦� \\ \\\ \\\\\ i\\ \\\�/ /--_ J/ G 04 yI w \ \ \ / � / / 25 ■ 3.83 / . 33A 33.06 I\ \ / 53-3- - - - - - - - - OUT=574I64 530.' LIMIT OF -TW'i m.,P / x CONSTRUCTION 1 i B 506.Oi i� \ \\ / - \ \ '� \ _ - - - - - - PERM, DITCH 5 j' ply \ \ \\\ \ �L pT{,�� I SEE DETAIL 506.1 I 1 ObNSfRUCT10 \ \\ \\ I\ I k b TAIL-1'c1-5 I ( \ 34. SHEET C4.1 I D eLE Row y c \ \ \\\\ I1 I III I /1FPf "1 I I \ 1 / / I I I RD' sPLT i III I I IIIIIIII l l I I ( I I I I I I I J2.151 Asphalt FENC E bEf`NL 5 8.1, \ ■ 4trI \ 32,s_ 1 I S ETW 1 f a�%522, IIIII I I I I lII IIII III \ 111 I I I I I \ 34.0 \ \ \ - \ / GR=52 .y-/ I STR1 TR1 STR15 STR16 \ TEMP SILT FENCE, I iyi� �BW�so7.o II I II IIII III II IIIIIIII I III \ /------------ / �ot?f=523.2 1 I I i i 1 I I III I I D °� 32.s 32,5 STR17 \ I \ �3� \\ IN M3.3 o� i E DETAIL 507.1, SHEET C4.1 1 I T Pi TIRt i I I I III 1 1 II II IIII IIII I I / I / sTR1N \ \ / / i �Nx 1 1 I P OTEetION i I I 1 I III I III I IIIIIIII ( ■ PERM. DITCH 4 ST 108 _ F NC , y��FF 4ET�11 //l I I 1 I III IIIIII I I1 33.2s �� 33.25 2s v GR=529.08 .i i \ I 11 I I I IFEI Y 504.0 \ \ + \ \ TEMP. INLET PROTECTION /Pond � // / \ I� I + \ � SHEET C4.SEE �L506.1, \ I SEE DETAIL 512.1 SHEET / � 18° RCP CB I� I i \IIIIIIII / /// Ill IIII III IIIII FFEI #WAR s23,� ) \ I 1 \ \ �Ly Q IN=523.50 ------------- \\ C4.1(TYP) ►�' ``'-1 I W ` i ` : ; / �Jll 11 l / 1 1 II III 1) ` ,,III I 1 225 STIR o 1 Be� ver Dam i �/ i ♦ % �11I IIIII III I l// I j \ IIIIIIII / I / TR ]2.2 Ij 3 w,t i <y /// / ////l IIII/ ljl ll/ l l \ IIIIIIII I 1 I / \ \ \ t \ \ / / sk / a��I /\s a/ / 11l/l I1 I I I 34. 1 ■ / \ \ \\ STR1/06 \ / 2g�9's?97 r/ %` "/ / / // l 1 I I y Wiyiy� /iyi,. / / / 22. /// // de, \ ! ✓ i ,/ T W : / / / // // \ I 1 1 2.25 \� j II1 I\� 1 ■ \\ \ \ \ \ ryp yry� °j C� 52X11 Asphalt / 2\ I ■ i \ B GR 528.VO 1 1 \ •r/ ) \ I i i/// / / // / / // / - 61cU`\ I 34. 33.25 1 / NEW 30' PVT / ' IN=523.77 529.15 Lit, // /// l j / / // / \ \\ \ \ \ I l DRAINAGE / i \ OUT=523.54 x I I // / / i \ \\ \� _� - - _ \ 32,4 i / / \ \ PERM. DITCH 2 EASEMENT // ' \ S\ 18 GR=528�2- o�• Q �I y 1 / I ///// / / / // �/ / / / / / \ \\ - \ / \. '� \ \ / SEE DETAIL506.1, / / / ?6 - CB �'`S )\ �� Ar�P \ \ \ ■ - / I / /� ps x �•/ /: / °b E L F Z I/U HA b E / SHEET C4.1 / / \ RC OUT=524.08 528.90 yti WITH RArLs \ I I I / / / / / ` ,CB �1 � � w/ll / / / / / / / / / / / / / / ! \ \ \\ \ STR7 PERM. DITCH 3 ` I I / / / / - - / 1G 528.30 \ \ - S �� . �`"� / / / / A, l\\ SEE DETAIL 506.1, I I / - - 1N=520.20 7 �. 0� / /) / / / / I \ / I 28 SS I� IIIIII �/ I i II I I / / I / 5% 33.25 SHEET C4.1 TR2o I I I / / / o OUT= I \ a sib RIty52�.38 1 III/ I I i 1 / I ■ \ / 3 - m/ /IN=514.59. / / / / IIII /IIII I IIII \. // \\\ 1s /\� \ \ OUT �'1�5y . I/I I iiiYyi i ■� ,oI �// I I II , 21.622 - 3.0 / �/ I / I 34. I \\\\ 32.25 IIII �/� I I I / / / ■ \\\\ TR6 326 /♦ ■ \ 1 32.25 1 y / / / i ��//yiyWy� I��II` ��I�Illllll ,' IIIIIII / l I A° I L I / / \\ /I I ' I // ��`'♦ j / 52S \\ // / / P/ / y i y y iI/1II I ■ II II I I IIII jI I 22, 22.4 \ \ _ - 32.75 /3 J5 \ / I + I / T o ,. „ I lI/ i\ �j�f./ III IIIIII --- I /�7/ / I / AE 1 I d i i i ✓ A / I I I II11 I I II 1 21.4STIR\ / / / - - - _ / / I ERM, DITCH 1 /I/ SEE DETAIL 506.1, �4 lal I IIII I IIIII \ STR49 2 3 1 7.41 \ \ _ \ \ �34.0 / / / / /% 33.0 I + 71 I w ♦ ////32.75 /// / �'�� c� / I SHEET C4.1 yA� e�' o llI // / I II iii i ii ICI IIII I I� Q' I \ \ I / S30.82 TR29 STR I I I _�\\ TRTe \\ / 77 I\ \ STR29 // // ✓ 1/ --- / / /a//// / / ' l I / / / 32,25 I - \ 31. - - / / ♦ it / / //'// / / / I �'I � y iy 1 I �IIIIIIIIIIIII IIIII111111 II \ .0 23.0 / \\ I 1 l� ��\ \_-� I / //- �I/ IIIII ii/yiyi i11111 ■I III IIIIIII \\I\\\\II\1\ 1 34, I / / I I I I I - I - �3 y I III \ \ \ / r .30.82 111) y/ yiy i II I IIII III l r\\\\\\\\ \ / I I / / I I --� _-1 \ �, 31.05 / / ( 1 / • _ / F/ ,/ / 1 1 /� iiii i / ■I I \\\�\� \ / // I I I/j�///as.24 I I I I I\\\\\----_�----//> 30,'6 3osz �3�i,5 \ I ) I coN Tloa'\N / \ I / TEMP t& 1`6 r / / y , , / \ \ \ \� \\\ \ Ilk \ / / / / 1 I I I \ - - - - - \ i sTR 2 SEE DETAIL 7.1, SHE 1 / 1 tj //III iy%yi / / ��\\\\ \\�\\ \ 21.E / // ■ / W I \ \`^\ //-_- / / 30,5 TR36 I / ♦/// \ / //'✓ / I I \�3S - /' \ / / 517.91 / /TE P.'TREE // / 4 / I y / / 31 OUT=517:F9 --- -- --- I\\\ \\\ \ \ \ \ FFE; TOP 534.0 / / / / / / \ I I \\ / / �25 /� ,p �// / 114 h \ \ 30,2 E OTECTION / / / I \\\ FFE: LOWER 523,0 / / / // / I / \ / • / / / cE sEE AIL / _�_'� / I \ FLOOD ZONE "X UN A \ / - - - - \ STR29/ / 27.2 / / / / SHT. 43 / / // / / �� / / k_ - I � DED" /' // r/ /I 321 \ I I \ / _ h 1 III iii \ \ \ I \ \ /' - 725 35 S 105 ` STR34 / //, / �♦ _-- \\ // / / / /�� , / LIMIT I FL Z�'SN "X UNSHADED" coNSTRuc� N S 'X0 s \\ \ \��\\ I �� \ S \ \ / �4 /' / / )I\ \ DOUBLE ROW H \ \\ \\ \\\ No a HAZARD SIL \ \ \ \� \\ \ 2 STORY �,�, / / / / / �' \3 \ \ \ \\ \ / r ' ;�� ,. / / / // / / / I N•4�, \\( FENCE, SEE DETAIL 56E'LG ♦ �1 �\ \\\\ \ \\ \ \ \ \\ \\ \ 21 1 / / / // / / - \ \ \ \ ` \ �� \ / / S3 \ / i'/ / ♦ / / / / / / \ SHEET C4.1 ,� \ \ _ \ \ i s �\ \ / / , + • sTR3s / // / / u, I E+•1.4 \ \ \ \ \ \ \ \ \ �1,4 4 Q , - $ / / / / // / /� ` \ \ \_ -� _- \ TEMP, INLET P �\ ` / / TEMP. INL�E PR❑TECT dN �k �� SSMH V - \ `1 I SEE DET�A C4,1 (TY) / v ♦ 11 i RIM=501.35 \ \\\ \\\\ \\ \ \ \\ \\ \ \\ \ / ' ' //�/ \ \ - NI / \ \ I / [�� J•�I / `* � \ - _ � \ \\ \\ ` SEE -DETAIL 51- . ► t� � / � / 1" =483.63 \\\\ \ \ \ \ \ \ \\ \ \ J / �4 / ■ \ -- - iC'1 CTYP) /// /1 1I11 30.75 / ) \ \-- - - - - ,,,,1 III III / I / // �_ 111 iwiiWii TEMP. TREE \ \\ \\ /\ \\ IN, \ / / f/ / 1 ♦♦ // / I Un onstr. \ i \\\\\ \� 9R / / / / --___ _-__ _ _/IIIIIII PROTECTION I v 1 \ \ \ �1M \ `�i9 - (�e/i// ' / / -- IFENCE, SEE DETAIL �iii'� \__--//11/ I III\-_ / EAAGPT \IIII \\w\\ \\\__---_-I11 -R Ab,5. `Z 29.85 1 ` _ _ ----- -=_/ " STR38 _--\ STR22 �J/// \ _ _ i / k c°wti // / \// //// _ \ -- - _ /// IIIII 985-�_ __- ---- - \ / /� 3 STR37 Illp,I // it iwii \ (\\ \ /� \ \ C\/� GB i/ f I \ S \ \ TEidP. INI=4 T�ROTEtfiIBN- j%' q Y• \ - - � -/-IN, . GR=521.36 I II� awa �O ,1 OUT=516.59 / o ♦ 1 \ \ \ \\\\♦ \ \\ \ I� 512�,_SFIEEI`�\ IN=516.69 /i ♦ /\\�\ \� \\ I \\\ \ \\ � ==- =/ / / /3U 1 j / II I I \ �\ � \ - _� = - ��_�-� � �/� \ 11 \\�� b // ^to 00�� i \ \\\ \\ \ - - / I I STR1 \ \ �/ T --__- �_- '� \ \� \ \ \ / / \ / ` 'I, II I i �� - FL60D LINES P F \\ - _ _ - / / I /RIPRAP APRON \ \ /h k A v A VA _ _ - 9.7 STR44 �-- _ _ _ v - _ _ i I / / SEE DETAIL306.1, SHEET C4.3 \ \ Bw�Sq$.0 / ? - _■_� \ � � _ \ // \ / 1 II 1 ii CASE NO. -14 9A \\ \ \\ _ RIPRAP APRON \ \ \ _E - �- _ _ - \ - / / // d i "F \ \ \\\ 1 I OUTLET CONTROL STFt� / �� _. �� -� I 1 P ♦ `� \ \ \ \ \\ TW�519,5 • - - \ \ / R45 SEE DETAIL 10 I \ \ 29,8 TW�530.5 -- i _ _ -� '�� / r/ i - 0 / I STR46 \ \ �5@4 SHEET C4. SEE DETAIL/SHEET C4.2\ \ sTR�o X , - \ LI IZOF /, O 1 J I _ \ \ BW�512 \ ♦\ / / - \\ � _\\\� \�TRUGTION• IIII i i i � � `♦ Flo \ \ \�� \ � �- - - \ \ � i� , \ \ / � \ = �_ _ __- - \ HIS /// //1��/ ) � // / III \ \ \\ \ \ \ \\ ■ ■ - - _ _� \ \ / \ » FLOOD ZONE AE / \ 07-0--\ E L 508.1,\/ ---�-- _ \ \\\ / \�C r- II IILM .I ��/�/ k \ - - l Flo _ - \ / \ ♦ \ J/ E G" DETAIL iyiyiyiy FrN �jE/ a \\ yiy \ \\ �� \ \\ ` - y�� ♦ �- = - ,� \ O-RING - _ - \/ ♦�■ / II �i.C4.31 L __ _ -- \\ _ _�•�fZ'-� - �� / //T 520. / /(i / / / / ,�o ,moo, III 4 i i i ��F�o to \ \ \ _ - ■ / / / Q� - -_- - - - - -- ;__\s20.0 \\\\\\ \\\� / , •..•4TI1�/ / \ \ \Z Jr I 'IIII/ i i i i i i i / / \ ■ `u �O/�_�_ SEE DIE. L 51z.1(TYP) \ / / / / / h i i 1 / TR42 / / I III / \ �PP \ \ \ \ TW�501�1� M ANTI -SEEP dot - - - \ \\ \ 4.2 i i i i 1 \ / / \ \ / / / \ / l/ // / I / IIII i \ -�-- BW1512,0 \ �UBL�c SANITARY \\\ \ TW�525.0 /t'Q , \ \ J/ / \ \\ /� I i I / /1151 I II i i �i \ / \ BASEMENT E_■� \ \ \ \ \ �sEwE \ \\ Bw1s.o - / 1 I i i i i E _ ` -�, _ mot- - - No DEED INFORMATION //� /� lei --------- ER T T 1 M _ fW,52 .5 \\\ III / / �-'� \ \ I - ., _ _ i / RIM \ \ \ \ I IIII i 6iiiii / \ 7� ��/� BT;7=483.�1 \\\ I IIII\\\ /iiiiiii / -'� \ - / ■ HW:INV:498.50 \ / \ \\\\�� \ \\\ y / / /'f Under Constr. _- / /� 00p, \ _ _--- // ■ P-RAP APRON \/ I \ \ �\\\ \ `� - / III \ SSMH - - III \\ �\�\ i i i i i i ..... RIM=501.49 / _/ PP��E- I -■ I \ 48» - =�// _ ////// / / y / i i i i i i i i -� BTM=483.74 -- _mil i i i i �. y y 1 Q i i i i I i - i i CM Ti F i i �- y ■ \ �C STR 101 1�n�er Constr. -ice y i i i i i CONSTRUCTION i i i i i \i y i y i y i y i y �/ / i I ■ \ \ RIPRAP APRON i �- SEE DETAIL 306.1, \ \ \ y i i i i i i i i i i i i i i i i i i i i i i i i i y i i i y i y i y i y ii i i i i i i i i i i i i i "' i i i i i i i i ■Y i i i y i i y i y i y i y i y i i i i W i i i i i i i i i i i i i i i I►IIIII1`II\� \ �� i i iii i . i i i i i i i i i I� i i ,� i i i i i i i i abuJ��L��p��v� w� i i i i i �// �I I� i i W W j / SHEET C4.3 - \ /,I /// II\•`\ \ \ i y i y i y i y i y i y i y i y i y i y i y i y y i y i \ i i i i i i i i i i i i i i i -� i i i i i i i i i i fl/'1ZARDi SIF-T i i i i i i i i i i i i W i i W Qi i W W W i \ ■ ' /Jlii S --/ \i i i�/ -nP \ \ ■ \ /// /// .TcyyW- -i i W P-' W /µ i i yY-iNOE.yi T��p�� y�--=- i i i i i i=-== -i i 4 i i/ i y //,/( +Jr y i mow_ -- -- ■✓ / // // / / �isz�� - -=- i/ i i i i i i i iIi- -i i i�Ii i--i��-1-LM,�• -TREE i O i��iO!' i //® i i i .k i - i i i ♦ \ry \ ` ■ / /I //'/ /' (O / /'//1k{/ PRO TECTION-= - _--=-- -- -- BAiii i i� \\\iii�iii i Y iii\�yi_ n yr \ _ ••WYY \ on't / - - _ _ - FENCE, SEE DETAIL \ - - i i i i i i y y i\i i i i - I S H i y y i : ` :-iii • / 1♦ I R 10 ��\\ / ■ TWELVE MILE CREEK - -- =i y it i i / \ / I / \ \■ \ SURFACE WATER AREA TWELVE iEI ��onstr. / ///� // / /53690.96 SF - -- +. - i iii ii'iiii \ i// -J // / / / M ;i /// // \ MILE SEEK h/ - -= = == ��. -y�•� � � T- \ - ry i i i i i i \i\i\'Y i / / I I I I (�• \ �- \ \ S ) \i \i i i i i i .. \V�i // I I I •/ A - $ �• Q �.\ i i W.'\•ii W�/ii // ' QIII11 I I U y 20� 40 80 P\\\\ \\0 \ S S M H 0000* k P // scA�1�-�ac��.�■'�� 11 N N to Z o Ld Ir a 0 > c, LdW � o W w J m a wO o z a 2M U U p all o o a o o a a r a W U z > a m m o w U o Q a o a U Wg a m� z -p n 0 .•-I O O N p N N O � WWU NZ pUNN N �j Z O O J 0 10 rn � o �^ ac DOLL Ix0 1 ZZ s�nUaLL ❑PRELIMINARY NOT FOR CONSTRUCTION E ISSUED FOR Z BIDDING ❑ ISSUED FOR PERMIT O ■ ISSUED FOR CONSTRUCTION Q z_ Ld U) 0 Q 0 U LLJ X _ z 0 0 z 1-- - Ld 3: Q D _ U X >Q Z Q W CD I Z Q ch W 0 V ! Q 0 I..L Q V _Z Q V C2, 3