p6a watermain PP sheetCHAD A. MILLNER 43970 3/11/2010 WITH TRACER WIRE 10-INCH C900 WATERMAIN 0 feet scale 20 20 10 40 TRACER WIRE ACCESS BOXES. CONTRACTOR SHALL PROVIDE THE TRACER WIRE. THE CITY OF CHANHASSEN WILL PROVIDE THE SNAKE PIT INSTALLATION ALONG WITH THE TRACER WIRE. 6. CONTRACTOR SHALL INSTALL SNAKE PIT TRACER WIRE ACCESS BOXES AT EACH END OF THE WATERMAIN SPECIFICATIONS INCLUDING WATER QUALITY TESTING.5. ALL WATERMAIN SHALL BE INSTALLED ACCORDING TO CITY OF CHANHASSEN WATERMAIN 4. COORINDATE ALL WATERMAIN SHUT-OFFS WITH THE CITY OF CHANHASSEN. UNDERLYING SOILS. LOW IMPACT EQUIPMENT MUST BE USED IN THE BIORETENTION BASIN TO PREVENT COMPACTION OF 3. PROTECT TREES UNLESS NOTED TO BE REMOVED.2. ALL NECESSARY DEWATERING & TRENCH PROTECTION SHALL BE INCIDENTAL TO CONSTRUCTION.1. COORDINATE CONSTUCTION TO RETAIN ACCESS TO LOTUS GARDEN CENTER.4 NORTHING EASTING 6" GATE VALVE AND BOX 1 0 .5 F T 9 - 9 .5 F T 10 X 6 TEE 6" C900 WATER SERVICE MINGER CONST.CONTRACTOR 5 - SANITARY WYE 563752.694 181499.556 5 - GATE VALVE 563743.686 181520.272 4 - GATE VALVE 563736.025 181342.837 3 - GATE VALVE 563745.189 181344.952 2 - HYDRANT 563748.143 181344.815 1 $F I L E $$D A T E $$T I M E $DATE APPROVED BY:DESIGNER:BY NO.REVISIONS DATE FILE NO.DESIGN TEAM Reg. No.CHECKED BY:signature:printed signature:Date:PH 800 734-6757 PH 952 912-2600 FAX 952-912-2601 MINNETONKA, MN 55343-9100 10901 RED CIRCLE DRIVE, SUITE 200 CENTE110629 CDM ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER CAM CAM CHANHASSEN, MN 55317 2025 COULTER BLVD, SUITE 215 CENTER COMPANIES, LLC 3/11/2010 DEVELOPMENT RETAIL LOTUS C6 L E V E L 5 8 C A N N O N P L O T B O R D E R L E V E L 6 0 H P 5 0 0 0 P L O T B O R D E R S U R F A C E B R I C K S U R F A C E C O N C S U R F A C E C O N C S U R F A C E C O N C IN=920.13 TC=934.84 SAN MH IN=922.24 TC=934.54 SAN MH C O N C S D W K C O N C S D W K C O N C S D W K G A S M E T E R E L E C . M E T E R W O O D F E N C I N G W O O D F E N C I N G S U R F A C E G R A V E L W A L L R E T A I N I N G S H E D B U I L D I N G C O N D I T I O N E R A I R C O N D I T I O N E R A I R W E T L A N D D E L I N E A T E D P R E L I M I N A R Y E S T O R A G E B I N S L A N D S C A P E S T O R A G E B I N S L A N D S C A P E P O B S T A = 0 +3 5 .0 0 E L = 9 3 4 .1 7 P O E S T A = 3 +0 8 .0 0 E L = 9 3 4 .0 0 9 3 5 .2 7 9 3 6 .8 2 9 3 6 .7 0 9 3 6 .4 5 9 3 5 .9 5 9 3 4 .4 6 9 3 3 .8 9 3 4 .7 9 3 5 .2 9 3 5 .8 9 3 6 .1 9 3 6 .5 9 3 5 .9 9 3 3 .5 910 915 920 925 930 935 940 945 950 910 915 920 925 930 935 940 945 950 -1+00 0+00 1+00 2+00 3+00 4+00 5+00 0+50 0+50 1+50 2+50 3+50 4+50 1 +0 0 2 +0 0 3 +0 0 9 3 2 .5 0 9 3 3 .0 0 9 3 4 .0 0 9 3 5 .0 0 A R E A = 2 8 8 5 S F B I O R E T E N T I O N B A S I N 9 3 2 .5 0 9 3 3 .0 0 9 3 4 .0 0 9 3 5 .0 0 A R E A = 1 6 6 8 S F B I O R E T E N T I O N B A S I N PLAN & PROFILE WATERMAIN 6A 1 CAM 5/7/10 CREATED WATERMAIN PLAN & PROFILE SHEET PER CITY REQUIREMENT RECORD DRAWING DATE 9-21-2010 CHAD MILLNER - SEH 2 BK RECORD DRAWINGS 9/21/10 W . 7 8 T H S T .W . 7 8 T H S T .G P G P G P G G 1 0 "1 2 "1 2 "3 0 "1 2 "E G P G P 1 2 "1 2 "1 2 "3 2 1 VALVE AND BOX 10-INCH GATE 10-INCH DIP WATERMAIN CONNECT TO EXISTING GATE VALVE ASSEMBLY FIRE HYDRANT AND 10-INCH DIP WATERMAIN CONNECT TO EXISTING DIP WATERMAIN EXISTING 10-INCH WITH TRACER WIRE 10-INCH C900 WATERMAIN PROPOSED DRAIN TILE EXISTING PROFILE PROPOSED PROFILE PROPOSED DRAIN TILE DIP WATERMAIN EXISTING 10-INCH 3’68’LIGHT POLE 11’71’89’27’20’67’FROM DOWNSTREAM MH WYE STA 2+24 WATERMAIN CONSTRUCTION NOTES:LOTUS RETAIL DEVELOPMENT