Loading...
PZ - Conceptual Engineering Plan12" C P P INV N : 2 5 4 3 . 6 6 ' INV S : 2 5 4 3 . 8 7 ' T E S T P I T W I T H M O N I T O R W E L L F E N C E 1 . 4 ' E F E N C E 0 . 3 ' E 1 . 0 ' S B P COW TSWH SSANSANSANSANSANOH-E OH-E OH-E OH-E OH-E OH-EOH-EOH-E OH-E OH-E OH-E 1 2 " C O R R P V C N I N V : 2 5 4 4 . 3 1 ' S I N V : 2 5 4 4 . 4 2 ' TEST PIT 12" CONC PIPES INV:2542.94' T E S T P I T U S E R D I T C H " S C H O O P " U S E R D I T C H A N D W A S T E ( R O T H ) WTR WTR WTR WTR WTR WTRN00°38'57"E 113.86'N89°15'44"W 199.87' S 8 9 ° 1 5 ' 4 4 " E 4 9 5 . 5 3 ' EX 12" WATEREX 36" SANITARY U S E R , C O N V E Y A N C E D I T C H 0+001+002+00 3 + 0 0 4 + 0 0 5 + 0 0 6 + 0 0 7 + 0 0 8 + 0 0 S - 3 , S A N I T A R Y M A N H O L E , 4 8 I N C H S T A 7 + 2 4 . 3 8 , 1 0 . 0 ' R R I M : 2 5 4 6 . 3 2 8 " ( W ) I N V : 2 5 3 5 . 8 5 S-1, SANITARY MANHOLE, 48 INCHSTA 0+25.00, 10.0' RRIM: 2545.8636" (N) INV: 2527.758" (E) INV: 2532.2536" (S) INV: 2527.75 S - 2 , S A N I T A R Y M A N H O L E , 4 8 I N C H S T A 3 + 7 4 . 6 9 , 1 0 . 0 ' R R I M : 2 5 4 4 . 5 8 8 " ( E ) I N V : 2 5 3 4 . 1 0 8 " ( W ) I N V : 2 5 3 4 . 0 0 3 5 0 F T - S A N S E W E R , 8 I N C H @ 0 . 5 0 % 3 5 0 F T - S A N S E W E R , 8 I N C H @ 0 . 5 0 % 2520 2525 2530 2535 2540 2545 2550 2555 2 5 2 0 2 5 2 5 2 5 3 0 2 5 3 5 2 5 4 0 2 5 4 5 2 5 5 0 2 5 5 5 0+00 2544.92545.791+00 2546.22546.152545.12545.902+00 2545.02545.652544.62545.40 3 + 0 0 2544.5 2545.15 2544.7 2544.90 4 + 0 0 2544.8 2544.65 2545.1 2544.40 5 + 0 0 2545.2 2544.59 2545.4 2545.09 6 + 0 0 2545.6 2545.59 2545.9 2546.09 7 + 0 0 2546.2 2546.59 8 + 0 0 S-1, SANITARY MANHOLE, 48 INCHRIM: 2545.8636" (N) INV: 2527.758" (E) INV: 2532.2536" (S) INV: 2527.75STA 0+25.00, 10.0' R350 FT - SANITARY MAIN, PVC SDR-26, 8 INCH @ 0.50 % S-2, SANITARY MANHOLE, 48 INCH RIM: 2544.58 8" (E) INV: 2534.10 8" (W) INV: 2534.00 STA 3+74.69, 10.0' R 3 5 0 F T - S A N I T A R Y M A I N , P V C S D R - 2 6 , 8 I N C H @ 0 . 5 0 % S-3, SANITARY MANHOLE, 48 INCH RIM: 2546.32 8" (W) INV: 2535.85 STA 7+24.38, 10.0' R 6 9 0 F T - W A T E R M A I N , P V C C 9 0 0 D R 1 8 , 8 I N C H 4' MIN COVER (EXISTING)(EXISTING)PROPO S E D L O C A L C O L L E C T O R P U B L I C S A N I T A R Y S E W E R A N D W A T E R M A I N NORTH BLACK CAT ROAD P R O J E C T N o . 1 0 0 G r a n d v i l l e , S u i t e 0 3 0 G r a n d R a p i d s , M I 4 9 5 0 3 6 1 6 . 4 5 8 . 5 5 5 4 1 7 0 9 0 1 D R A W N B Y : C H E C K E D : B K H NORTH BLACK CAT ROAD, MERIDIAN, IDAHO COPYRIGHT 2018-ALL RIGHTS RESERVED. THIS DRAWING REMAINS THE PROPERTY OF HENRICKSON ARCHITECTURE AND PLANNING AND IS FOR USE ONLY AS AUTHORIZED BY HENRICKSON ARCHITECTURE AND PLANNING 445 Pettis Ave., Suite 201 Ada, Michigan 49301 Ph: 616.682.6100 NOT F O R C O N S T R U C T I O N P A R A D I G M D E S I G N E N G I N E E R S G R A N D R A P I D S 5 5 0 3 M i l e N W S u i t e B G r a n d R a p i d s , M I 4 9 5 4 4 ( 6 1 6 ) 7 8 5 - 5 6 5 6 T R A V E R S E C I T Y 3 3 3 E . S t a t e S t r e e t T r a v e r s e C i t y , M I 4 9 6 8 4 ( 2 3 1 ) 3 4 6 - 3 0 3 0 w w w . p a r a d i g m a e . c o m A R C H I T E C T S F I R M # : 2 8 4 0 ( E X P . 0 4 / 3 0 / 2 0 1 8 ) J O B # : 1 7 1 1 1 5 0 B K V C - 2 0 1 C O N C E P T U A L E N G I N E E R I N G P L A N R E L O C A T E D W A S T E D I T C H 1 EA - TEE, 12 INCH BY 8 INCH1 EA - VALVE & BOX, 8 INCH 1 E A - T E E , 8 I N C H B Y 6 I N C H 1 E A - V A L V E & B O X , 6 I N C H 1 E A - H Y D R A N T 4 4 F T - W A T E R M A I N , P V C C 9 0 0 , 6 I N C H 1 EA - TEE, 8 INCH BY 6 INCH1 EA - VALVE & BOX, 6 INCH1 EA - HYDRANT12 FT - WATER MAIN, PVC C900, 6 INCH 1 E A - R E D U C E R , 8 I N C H B Y 6 I N C H 1 E A - V A L V E & B O X , 6 I N C H 1 E A - H Y D R A N T 6 F T - W A T E R M A I N , P V C C 9 0 0 , 6 I N C H S T O R M S E W E R S T O R M S E W E R 8 " W A T E R M A I N 8 " W A T E R M A I N 58' PROP ROW 55' PROP ROW 65' PROP ROW P R O P O S E D D E T E N T I O N B A S I N P R O P O S E D C O M P A S S C H A R T E R S C H O O L D E V E L O P R E V I E W 0 4 . 2 3 . 1 8 N 0 3 0 ' 6 0 ' P R O P O S E D D E T E N T I O N B A S I N