Loading...
HomeMy WebLinkAboutWQ0044677_Meadows_Subdivision_Phase_IV_FTSSE_20240712_ aa.iz 104.42' oa.bl __-- 'S79° 30' 38''W-- - - -- -- S79° 30' 38"W -- -- -- - -S79° 30' 3MWW -- -- - S79° 30' 38"W -- -- S79" 30. 38 w I 1 12 MM -- N7 '38.00"E MH63C I o 0 2296 N� 2N� 2NN 299 294 �'rn 7,304 SF o'er 7.341 SF N'� 71456 SF N'� 7,456 SF N'� 7,456 SF 7,521 SF �� 301 95 97 98 211 SF 8,8,679 SF II I Z� z / � 1�zlm I 14,613 SF / �/ / AEG,' /' / I ✓✓✓✓ \ —� sr920 l EXISTING \ ST-917 ST�918 3T_919 ST-921 _ N79°30'44"E 79°30'44"E___ _ N79°30'44"E___L___N79°30'44"E ___ _ N79°30'44"E___N79 16" DIP FORCE MAIN \/ op -- -- 50.05' -- 84.01 - 85.00'- 85.60' - 85.00' 4.82' R_1�00' O / I\, EL`1g636 P-918 P P I P-921 - - - R \ 16,793 SF r c0 MH 63 I I 1. a I MH 65 co �\ 13 O I� I� w Q I ✓ / rn ___33.9T __—__83.37 __—__83.37' __—__ 83.3. __—__83.36'_ __ r_ / \ \ ' \ / i' - — S79° 30�44" S79° 30' 44"W' S79° 30' 44=W MH�64 9-30 —44"W- S79° 30' 44"W' 30' 44" - - \ o ST 922 1 MH-62 MH 63A r ST-927 � T ST-928 \ �. s'�, // / 303 I ; 19,603SF /I I 292 — — — I — — — — ✓/ I I 9,029 SF— i,97 s ST-916 Im Im rn m h Aso. p 30 5" �- �---_--- I o- 316 0- 317 0- 318 0- 319 320 �� s o E I"� I 7,337 SF I"� I 7,337 SF �'�' 7,337 SF 7,336 SF"� I 10,042 SF > I 8,381 SF mo mo mo mo — �J o' / / lum�i h y h h \ \ cPX MH 66 aI ICI ICI °° S82°°32'28"W------- co '411 II I----- I _—__ I _—_ST_-_91 ST-909 1 _. L_——I \ '106 —30' 44"E N79° 30' 441E N79° 30'44"E N79° '44"E N79° 30'44"EN79° 30'44"E N79° 30'44"E N79 44"E N79° 30'44"E 3 44E I'10,896 ---N8-5° 10 89— 6SF 800' —72S.1'MH6108.6T83.3T82.30' 1 '73.63- — _— J'm P-924 - '22.�o E Oz- — j MH-66AMA'ILN7I N S915 13331-E J — 2° ; 47"E ST-925 \ \ 314 I o o I 313 I a o I 312 0 I 311 I �,o I 310 I o 309 N7�1116-�"� ai m 7,214 SF 308 / ail^ I r \ 8,327 SF 7,337 SF 7,243 SF 1 7,216 SF �"`O 7,210 SF ' a 7,512SF / I o lMH-61 !O�so \\ — J L_ — — J — — — — J L — — — J ZI 13 I 7,848 SF M I M � I�L�H-Wi�Y{ — — — —1 rn ST 907 �_ — — i ST 910 — / o � v Z + (50' PUBLIC ROW) ST-9o8 ST-913 NL �� zr 1 I 8,369SF \ - _N79°30'44" __ N79°30'44"E _ _ _—__N79°30'44"E _—__ _—__�9°30'44"E °30'44"E __ R=1025.00'- --- _ P_ �� / p! �lj p8 33`31'---83.3T nn 82.30' 82.00' ----- 25.24'�L=56.391, R 1025.00' - 913 Ng8-12 9_ ' r—AL=78.19' --_R5.00 ---�8 ! / �9'_ `�- I MH-67 _1 b _ + MH 68 L=49,21'R 21� _ '� ST 912 ST-900 700. MH 61A � rn a) 31+00 0,0 ( a 34, 1 00 32 21 a 8,464 SF z� \ _LZ30,54' 30.12' ___ 63.00' P-902 _ 61.29' 61.96' P-903 26.85' L=38.91' L=77.0 Mti ---- ------ R=125.00' S79° 30' 44"W S 9° 30' 44"W $ 4"W S79° 30' 44" S79° 30' 44"W 9° 30' 44"W R=975.00' --- 2 MH-69 \ \ 7 R=sus.00 - ST-901 STi902 ST 903 P MH-71 ' I THIS ASBUILT IS OF THE SEWER OUTFALL I� THROUGH PHASE 4 & INTENDED TO BE USED ��m 283 CF FOR CERTIFYING PHASE 5 WHICH WAS BUILT FIRST. FULL PHASE 4 ASBUILTS WILL BE COMPLETED ONCE PHASE 4 IS DONE. THAT BEING SAID CONFLICTS BETWEEN SS & STORM WAS VERIFIED AND SHOWN BELOW. THERE WERE NO WATER TO SS CONFLICTS. 90m 917i111 0 605 9:I1I11 1 595 1 590 1 585 1 580 575 10+00 SANITARY SEWER TIE-IN STA. 10+00 - 12+83 10+50 11+00 11+50 12+00 HORIZONTAL SCALE: 1 "=50' VERTICAL SCALE: 1 "=5' 635 630 615 625 610 620 605 i 600 1 615 610 595 605 590 2- 600 585 595 - 580 575 12+50 12-28-3.27 PF IT 590 8" IVC SS @ 7.40%JI > Z, 27.04 LF 8" PVC SS @ 1.1 585 - 23+50 24+00 904 ST-914 I ' __�� • ' Po\° ST-904 P_ 281 I I I / 307 7,229 SF I i I 7,246 SF O 7,271 SF ,`_ I 11329 SF l =O r� — I I , I U / I O C CL co r ST-905� 1 26+00 26+50 40 " SEPARATION BETWEEN STORM & SS S H I LO H WAY STA. 21 +00 - 32+21.25 /I _N q��9.08, INV 224 \ N7y, NV OU 63 19,330 SF 3, i 10,007 SF \ \ I olo I � Zr I \ \ I 9,405 SF GRAPHIC SCALE 25 0 25 50 100 ( IN FEET) I inch = 50 ft. UTILITIES LEGEND: EXIST / PROPOSED x ►1 WATER VALVE v Y FIRE HYDRANT ❑w O WATER METER Y FIRE DEPT. CONNECTION (FDC) 10. REDUCER [ PLUG & BLOCK I I MECHANICAL JOINT / BEND ►� POST INDICATOR VALVE (PIV) ® AIR RELEASE VALVE (ARV) OS SANITARY SEWER MANHOLE CO O • SEWER CLEAN OUT ® CURB INLET ® DROP INLET ® O JUNCTION BOX D DO FLARED END SECTION (FES) w EXISTING WATER MAIN w PROPOSED WATER MAIN / SERVICE G G - EXISTING GAS MAIN G PROPOSED GAS MAIN oHE OHi EXISTING OVERHEAD ELECTRIC uGE PROPOSED UNDERGROUND ELECTRIC ss s' EXISTING SEWER MAIN SS PROPOSED SEWER MAIN / SERVICE —SDI EXISTING STORM PIPE PROPOSED STORM PIPE SANITARY SEWER EXTENSION STA. 10+00 - 12+50 630 630 - -- 630 N O O p J O HQ o Lu 0 Q CV � C L0 LL U) O � Q L 625 O 625 --- - LL - O - U) - 625 --- CO LL LO Lu N _ LL O � u1 ' + LLLL� 7 o ] M d (o co O bj 0 II O + 1�� F ��Q II N 06 N_(o r o II 620 620 + ¢— PROP � GRADE N 2E aj EX 4 GRAD 1 Q - _ 620 U) of - 615 615 P-912 P-91415" tJr� SS@353 610 610 02 I 135 n 19" SEPARATION BETWEE w o STORM & SS �I (D 06 P-904 18" CLASS III 0 605 605 11 coo - RCP @ 1.38% - u �0 D 0 Z z z zz 600 600 - - 10+00 10+50 11+00 1 585 31+50 32+00 32+50 HORIZONTAL SCALE: 1 "=50' VERTICAL SCALE: 1 "=5' 6151 84.97 LF 8" PVC SS @ 0.49% r` DLO �� N O CO co 610 - co D00_ oz Oz z z z z — — - I I -- I --- 605 11+50 12+00 12+50 1 HORIZONTAL SCALE: 1 "=50' VERTICAL SCALE: 1 "=5' 1111111� momomoe� w OO�lyzwx�= "1 1102 W= a>��LZ moU Z > bjO ziww -0 QEwLLZ}ZNW3E Pri H a, U D� ¢¢HU- �Zr-, if ¢wWag- WWZ x W J�8Oam IIIUQ¢}'oX O9=.F2E ZOWJW (3 LLt" w zOuzO�=XwOz qa oz¢g>zt-E P O ~moo w�Q >a�a g¢ww>>wOzw6 U C7 W g ,w O x ¢wwZOU Row cnZ�za�0 w�F�mz Lu Lu LuZ ULu z z Lu Ld Lu WU) U3 QaIx & W0 z Z Lu U d U) N S H Q WCQ Z Q U � IL 0 S H Q } mF-- Lu 2 w 0 w U) � LL o N X X y o U > > U Lu N N 0 X w Z 2 >, W = W m C9 r W s G U � M � Z Q o� Z p X N Lu N LQ LL LuC 0_ I N ,po- cM > rn N W - M U N > O cuZn700 aorn-E > a) 0 - E 7 o com�0 N rn U 0.,N U U _jL2> N U) 0 Q Z Q L O m �04 N_ ^ N Ago 04 O 2 V A N 5o oil- W On �Z (� J w a O x CO V o 2 PROJECT NO. 16-0028 DRAWING NAME: 16-0028_PP SHEET NO. C-8 B