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PZ - C-10224x4824x4824x48 24x6024x6024x4824x6024x6024x60XX XXX71610 9 8 9 9 9 9 1 0 9 9 9 7 8 1376 G G WTR WTR 12" CONC INV W: 2548.23' INV E: 2548.23' 15" PVCINV N: 2545.65'INV S: 2545.96'12" HEADGATEINV W: 2545.51'12" CONC HEADGATEINV E: 2545.43'12" CONCINV N: BLOCKEDINV S: 2544.49'12" CPPINV N: 2543.66'INV S: 2543.87'TEST PIT WITHMONITOR WELL OH-E CT RIM: 2549.12' INV: 2548.36' RIM: 2548.86' INV: 2548.10' RIM: 2550.21' INV N: 2534.09' INV W: 2529.86'?? ??? LOOK AT FN RIM: 2546.10'36" PIPE INV N: 2527.90'4" PIPE INV E: 2531.01'36" PIPE INV S: 2527.90'RIM: 2545.68'36" PIPE INV S: 2527.88' UG-T UG-T UG-T UG-T 48" 48" 10" CELL TOWER PROPANE TANK FENCE1.4' S1.6' W FENCE 1.5' W FENCE 0.5' S 2.1' E 12" PIPE INV W: 2547.35' INV E: 2547.23' OH-E OH-E OH-E OH-E FENCE1.4' E FENCE0.3' E1.0' SSEPTIC TANK OLD RAILROAD TIE FENCE POST OLD RAILROAD TIE FENCE POST G G G G G G G G G G GM SPIGOT BPCOWT WVWV WV S WV WV W CO CT T S WHS CO WH S SAN SAN SAN SAN SAN SAN SAN SAN OH-E OH-EOH-E OH-E OH-E OH-EOH-E OH-E OH-E TEST PIT 12" CORR PVCN INV: 2544.31'S INV: 2544.42'TEST PIT12" CONC PIPES INV:2542.94' RIM: 2547.12' 30" PIPE FLOW: 2528.10' TEST PITNORTH BLACK CAT ROAD (WIDTH VARIES) WEST FRANKLIN ROAD (US HIGHWAY 30) (WIDTH VARIES) WIRE: 2570.2'FENCE2.9' N0.8' E DILAPIDATED WIRE FENCE OLD FENCE LINE 0.7' N OF CELL TOWER FENCE FENCE 0.9' E WIRE: 2567.9' USER DITCH "SCHOOP"WASTE DITCHCONVEYANCE DITCH (USERS TO WEST)FLOW CORR SHEET METAL IRR CHANNELING USER DITCH USER, CONVEYANCE DITCH FLOWUSER DITCH AND WASTE(ROTH)5' PARKING SETBACK5' PARKING SETBACK 5' PARKING SETBACK 5' PARKING SETBACK 5 ' P A R K I N G S E T B A C K 5' PARKING SETBACK 25' LANDSCAPE SETBACK 25' LANDSCAPE SETBACK 5 ' P A R K I N G S E T B A C K 5 ' P A R K I N G S E T B A C K 5' PARKING SETBACK20' STREET LANDSCAPE & BLDG SETBACK 20' STREET LANDSCAPE & BLDG SETBACK25' STREET LANDSCAPE &BLDG SETBACK 25' LANDSCAPE SETBACK 2 5 ' L A N D S C A P E S E T B A C K 5 ' P A R K I N G S E T B A C K CR 2018-016068 4 5 ' 4 8 ' 3 5 . 8 8 ' 30' INGRESS / EGRESS EASEMENT FOUND BENT ± 3.0' UNDER GRADE 75 ' W I D E W I L L I A M S PIP E L I N E E A S E M E N T WT R WT R WT R WT R WT R WT R WT R WT R WT R WT R WT R WT R WT R WT R WTR WTR WTR WTR WTR WTR WTR WTR WTR S00°36'41"W 475.00' N89°15'44"W 205.84' S 0 0 ° 3 6 ' 4 1 " W 1 5 5 . 8 8 ' N89°09'23"W 102.95' S 0 0 ° 3 6 ' 4 1 " W 4 1 1 . 4 1 ' N00°38'57"E 113.86'N00°38'26"E 116.50'N89°15'44"W 90.18' S89°15'37"E 94.13' S 8 2 ° 1 6 ' 3 5 " E 8 . 1 7 ' N 0 0 ° 3 4 ' 5 0 " E 8 1 0 . 7 4 ' N89°15'44"W 199.87'S89°15'44"E 495.53'FOUND PIN 0.6' NFOUND PIN0.3' EEX 12" WATEREX 36" SANITARY USER, CONVEYANCE DITCH 25' STREET LANDSCAPE SETBACK G G COCOCOCOCOCO CO COCOCOCO CO COCO G G G G G G G G G G G G G G 19'25'38'25'19'7'10'12'12'12' 25' 25' 19'25'19' 3.5' 25' 25'58'25'15' P R O P O S E D R E T E N T I O N B A S I N PROPOSEDDETENTION BASIN 9 ' T Y P 65' ROW 58' ROW 2 5 ' 5'19'25'6.5' 1 6 4 A U T O S P A C E S 2 , 3 0 0 ' Q U E U I N G L E N G T H S I G N SIGN P R O P O S E D D R O P O F F A R E A PROPOS E D R A I S E D P L A T E A U C R O S S W A L K ALTE R N A T I V E C O M P L I A N C E A P P R O V A L R E Q U I R E D COMPASS CHARTER SCHOOL1ST FLOOR = 45,534 SFT2ND FLOOR = 28,883 SFT FUTURE ADDITION 8'5'8'8'8'8'8'8'8' 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 9 ) J O B # : 1 7 1 1 1 5 0 B K V N 0 4 0 ' 8 0 ' 55' ROWPROPOSED COLLECTOR ROAD SEE SHEET C-103 C - 1 0 2 C O N C E P T U A L D E V E L O P M E N T P L A N S T O R M S E W E R STORM SEWER STORM SEWER STORM SEWER8" SANITARY SEWERSTORM SEWER8" WATER8" SANITARY SEWER8" WATER RELOCATED WASTE DITCH "SCHOOP"STORMSEWER PROPOSED DETENTIONBASIN D E V E L O P R E V I E W 0 4 . 2 3 . 1 8 5 0 % P R O G R E S S 0 5 . 0 8 . 1 8 8 " W A T E R 8 " W A T E R 8" WATER P R O P O S E D S C R E E N I N G F E N C E E X I S T I N G G R A V E L S U R F A C E T O R E M A I N E X I S T I N G S C R E E N I N G F E N C E P R O P O S E D A S P H A L T P A R K I N G A N D D R I V E A I S L E P R O P O S E D W A T E R S E R V I C E P R O P O S E D S A N I T A R Y L A T E R A L Z O N E D R U T Z O N E D M 1 P R O P O S E D S C R E E N I N G F E N C E F U T U R E C R O S S A C C E S S D R I V E F U T U R E C R O S S A C C E S S D R I V E