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HomeMy WebLinkAboutpg. 3 Grading & Utility Plan832-09 1 18312 B33 8325 832.7 STR. NO. 2 INSTALL INLET TYPE M WITH 107 LFT OF 12"� HDPE PIPE 0.507, CONNECT 1O EXISTING 72 "3 STORM MANHOLE BY CORE DRILL R ELEV. 832.25 INV. fN (NE) ELEV. 828.51 INV. OUT (5) ELEV. 828,41 D.S. ELEV. 827.86 AUTUMN DRIVE ,83Z88l 1 1 1 1 1 1 1 0.55 1 1 1 1 1 1 1 1 1 1 1 1 EJ 2335 2 05 1L 1 1 1 1 1 1 1 60 1 1 1 803 65 CITY CENTER DRIVE 833 0.55 833 PROPOSED TWO -STORY BUILDING 9,840 SQ. FT. FINISH FLOOR ELEV. =833.75 1 l u u u 1 it '1: 1 833.381 I 111 1 11 1 1 1 1 1 1 11 1 1 l 1 h it 1 II I II I 11 I 10 11 I II I II I 11 1 11 1 1 II 1 i1 I 1 I1 1 11 1 1 1 1 1 1 1 11 1 tl 1 it 11 1 1 1 11 1 11 1 11 1 11 1 11 1 11 1 HH. 0 3 (1) w z w 0 1- 10 SCALE 1"=10 EXISTING CONTOUR INTERVAL 0.5 PROPOSED C�L83JR INTERVAL 0.5 EXISTING 72"5 STORM MANNOIE 1 W/ 36' RCP 0.095 RIM ELEV. 832.99 INV. OUT (E) ELEV. 825.40 20 BENCHMARK INFORMATION ACE TBM X CHISELED SET IN EAST BOLT OF FIRE HYDRANT AT SOUTHWEST CORNER OF THIRD AVE. ADAMS ST. ELEV. 83512 GENERAL NOTES 1. CONTRACTOR SHALL COORDINATE WN OWNER AND ALL W1LITES FOR UTILITY CONNEC11ONS AND RESPECTIVE STANDARDS AND SPECIF1CA110MS. 2. CONTRACTOR SHALL COORDINATE WITH OWNER FOR TREE REMOVALS OTHER 5116 CLEANING ITEMS. (SEE LANDSCAPE PLAN) 3, SEE ARCHITECTURAL PLANS FOR LANDSCAPING DETAILS. 14' PLAN 24 14 60F$ 58300 OR /2 STONE TYPE 'A MODIFIED INLET 00 SCALE 6 0 N. 3'-Q 24" PLAN 0i/TSJL4I 5 OF S1P.EW WALKS ANO CURBS R4CXTLLL 41151 05.040 flu MATERNAL FREE 0' ROCKS LART0R 01414 6 DLAMELEO 0 EXTRANEOUS MATERIAL 0010 ALL PRT#02505 HOPE STOP.4d SENfR SHALL 00 £IA0040L 185785 00 LARLJER 0140 30 DAYS AFTER 410 STOOM 101404 HAS 5000 INSTALLED. UINMJII OEFLECI1005 SHALL NOT EXCEED AASHTP AND /O4 UA000ACSIJP.ER'S STANDARDS (183*3€R /5 ME S7Rff441. ALL FNLJNG SECIIOHS SHALL CLS000C100 BY THE CON7RACTLW AT 00 AOOI7ILWAL COST 10 100 CONTRACT FFE ,SIZE 805000 BELOW 100 PIPE BQL 8 TO 15 0.0. /4 4410. 15' d 0004 0.0.74 MAX. 0010' 70/5 DETAIL 35041,L 50 0583 01140 80111 SAMTARY 4440 S7tW4U T014fR P400. 010 JANUARY 30, 2004 800 4. LEGEND TOP 10 0005 BOTTOM 10 0308 PROPOSED ELEVATIONS x 00400 PROPOSED ELEVATIONS (To BE flEli3 VERIFIED) EXISTING CONTOURS PROPOSED CONTOURS ZONING INFORMATION C -1 /CITY CENTER DISTRICT ,0-0' A SECTION 'A-A' SHAPED 00000010 405 C451740 70 00 1 000040 R-3287--LOV 1 (OR APPP.04f14 EQUAL) 3/Q 6 2-0' 6' 00 j40 STAVE 00 #2 5542440 SECTION A TYPE M" INLET 00 50400 WIIIIN 5' 00 5705075 WAJ.XS 44.0 00005 BAC.KFILL 441141 0'-BOWROW 00 EOJIVA000T CLEAN GRANULAR MA/124/4L (MECHANICAL COMPACI100 70 900 P050700 LeIOTY) /7 0500040 50004000 J 00ACTLJ001L FACE AG00E0418 HAND TAUPFJL 00 WALKED /N 70 1/2 O.D. 12 MW. FLEXIBLE PIPE BEDDING DETAIL PVC AND HDPE PIPE 00'H 44 GRADING UTILITY PLAN PARCEL #9 CITY CENTER DESIGNED TEN 000 10 50400 CHECKED 50 PROvED TEN CASIINO 00 00 NEENAH 4-1878-460 (00 APPRONEL' 00040) 2"5's x 300 a.400 A" CONCRETE LRU5IRUAU 0F5 EXISTING BUILDING EXISTING BUILDING 53 LiA f cI W4 z Nj NO.1 JL INLET A WITH 12C.5 F 120 HDPE PIPE 0 050 8325 V. 832.11 832-09 1 18312 B33 8325 832.7 STR. NO. 2 INSTALL INLET TYPE M WITH 107 LFT OF 12"� HDPE PIPE 0.507, CONNECT 1O EXISTING 72 "3 STORM MANHOLE BY CORE DRILL R ELEV. 832.25 INV. fN (NE) ELEV. 828.51 INV. OUT (5) ELEV. 828,41 D.S. ELEV. 827.86 AUTUMN DRIVE ,83Z88l 1 1 1 1 1 1 1 0.55 1 1 1 1 1 1 1 1 1 1 1 1 EJ 2335 2 05 1L 1 1 1 1 1 1 1 60 1 1 1 803 65 CITY CENTER DRIVE 833 0.55 833 PROPOSED TWO -STORY BUILDING 9,840 SQ. FT. FINISH FLOOR ELEV. =833.75 1 l u u u 1 it '1: 1 833.381 I 111 1 11 1 1 1 1 1 1 11 1 1 l 1 h it 1 II I II I 11 I 10 11 I II I II I 11 1 11 1 1 II 1 i1 I 1 I1 1 11 1 1 1 1 1 1 1 11 1 tl 1 it 11 1 1 1 11 1 11 1 11 1 11 1 11 1 11 1 HH. 0 3 (1) w z w 0 1- 10 SCALE 1"=10 EXISTING CONTOUR INTERVAL 0.5 PROPOSED C�L83JR INTERVAL 0.5 EXISTING 72"5 STORM MANNOIE 1 W/ 36' RCP 0.095 RIM ELEV. 832.99 INV. OUT (E) ELEV. 825.40 20 BENCHMARK INFORMATION ACE TBM X CHISELED SET IN EAST BOLT OF FIRE HYDRANT AT SOUTHWEST CORNER OF THIRD AVE. ADAMS ST. ELEV. 83512 GENERAL NOTES 1. CONTRACTOR SHALL COORDINATE WN OWNER AND ALL W1LITES FOR UTILITY CONNEC11ONS AND RESPECTIVE STANDARDS AND SPECIF1CA110MS. 2. CONTRACTOR SHALL COORDINATE WITH OWNER FOR TREE REMOVALS OTHER 5116 CLEANING ITEMS. (SEE LANDSCAPE PLAN) 3, SEE ARCHITECTURAL PLANS FOR LANDSCAPING DETAILS. 14' PLAN 24 14 60F$ 58300 OR /2 STONE TYPE 'A MODIFIED INLET 00 SCALE 6 0 N. 3'-Q 24" PLAN 0i/TSJL4I 5 OF S1P.EW WALKS ANO CURBS R4CXTLLL 41151 05.040 flu MATERNAL FREE 0' ROCKS LART0R 01414 6 DLAMELEO 0 EXTRANEOUS MATERIAL 0010 ALL PRT#02505 HOPE STOP.4d SENfR SHALL 00 £IA0040L 185785 00 LARLJER 0140 30 DAYS AFTER 410 STOOM 101404 HAS 5000 INSTALLED. UINMJII OEFLECI1005 SHALL NOT EXCEED AASHTP AND /O4 UA000ACSIJP.ER'S STANDARDS (183*3€R /5 ME S7Rff441. ALL FNLJNG SECIIOHS SHALL CLS000C100 BY THE CON7RACTLW AT 00 AOOI7ILWAL COST 10 100 CONTRACT FFE ,SIZE 805000 BELOW 100 PIPE BQL 8 TO 15 0.0. /4 4410. 15' d 0004 0.0.74 MAX. 0010' 70/5 DETAIL 35041,L 50 0583 01140 80111 SAMTARY 4440 S7tW4U T014fR P400. 010 JANUARY 30, 2004 800 4. LEGEND TOP 10 0005 BOTTOM 10 0308 PROPOSED ELEVATIONS x 00400 PROPOSED ELEVATIONS (To BE flEli3 VERIFIED) EXISTING CONTOURS PROPOSED CONTOURS ZONING INFORMATION C -1 /CITY CENTER DISTRICT ,0-0' A SECTION 'A-A' SHAPED 00000010 405 C451740 70 00 1 000040 R-3287--LOV 1 (OR APPP.04f14 EQUAL) 3/Q 6 2-0' 6' 00 j40 STAVE 00 #2 5542440 SECTION A TYPE M" INLET 00 50400 WIIIIN 5' 00 5705075 WAJ.XS 44.0 00005 BAC.KFILL 441141 0'-BOWROW 00 EOJIVA000T CLEAN GRANULAR MA/124/4L (MECHANICAL COMPACI100 70 900 P050700 LeIOTY) /7 0500040 50004000 J 00ACTLJ001L FACE AG00E0418 HAND TAUPFJL 00 WALKED /N 70 1/2 O.D. 12 MW. FLEXIBLE PIPE BEDDING DETAIL PVC AND HDPE PIPE 00'H 44 GRADING UTILITY PLAN PARCEL #9 CITY CENTER DESIGNED TEN 000 10 50400 CHECKED 50 PROvED TEN CASIINO 00 00 NEENAH 4-1878-460 (00 APPRONEL' 00040) 2"5's x 300 a.400 A" CONCRETE LRU5IRUAU 0F5 EXISTING BUILDING EXISTING BUILDING