08-27-2018 Council Packet - Laserfiche WebLink

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C)2018 Westwood Professional Services, Inc. - SAN -1020.46 RIM � �i 1014.13 INV NE 1016.61 INV W i 1013.91 INV S X ;PST---- { STO 24 INCH- I 1-1021.13 RIM 1009.83 INV. E -W -SAN- R, 8 /NCH 12 L WA WA AT- I STO STO 1020.56 RIM --- 1013.69 /NV N 1012.91 INV E CBMH 207 RE=1025.50 I E=1021.82 ------- - - - I FFRCBMH 106 =1023.90 IE=1020.40 / _ CONNECT TO EXiS l iNG C SANITARY STUB AND EXTEND 33tF. PRIOR TO CONNECT TO EXISTING ` r-1023.74 RIM CONSTRUCTION, FIELD VERIFY 0� -WM STUB WITH HYDRANT i 1012.74 /NV. E -w r ND INVERT��{{ELEVATION. AND 6" GATE VALVE KLE? ND cans - SAN/ __SAn Wf WA WAT-P-RIOR-TO-STORM SEWER _C�LLSTRUCTION, V Y-3 CLEARANCE AT UTILITY: SSING WITH--Fi9�_ 30 /NCH VERIFIED SANITARY STUB IN RT. NOTIFY ENGINEER STOFOR D SIGN SUBMITTAL T6 -CITY -F CT - v 57 LF 12" RCP ® 0.58% CBMH 105 RE=1024.00 - IE=1020.07 AREA DRAIN 302 AREA DRAIN 301 PROPOSED BI�ILDING RE=1027.50 RE=1027.50 IE=1023.50 IE=1023.09 Footprint = 39,1976 s.f. FFE=1028.p E=101 7.0 I rte -1022.92 RIM 1014.89 INV. W -SE WAT Z 7 CONNECT AND6"G Utility Legend EXISTING PROPOSED �-1021.58 RIM ISMIG2.02 INV N H CBMH 104 \ \ T VALVE RE=1023.00 \ 1E(;M)=1017.50 \ 1 =11 .3-0 \ 257 LF 12�►RCP ® 1.007 STO �9T 1011.47 /N1 1.009, CBMH01 1 \ \ IE=1016.7 STp \ I \ �2 LF -__15" SANITARY STUB \ RCP ® 1.00 3 IE=1019.00 ��20 1.00% COORDINATE GARAGE DRAIN I SUMP WITH MECHANICAL VERIFY SERVICE SIZE WITH PLUMBING DESIGN PER STATE PLUMBING CODE CBMH PROPERTY LINE - - - - - - - - EASEMENT LINE PVC sro CBMH 210 8 LF 12" RCP CURB AND GUTTER IE(N)=1014.40 SAN - _®_-2�� - - - - ZE=f022.�60--- SANITARY SEWER F= ►► ■ STORM SEWER sro STUB FOR ICOURTYARD I WATER MAIN WA T- WA I-..} HYDRANT >< cas- GATE VALVE ® hop. FLARED END SECTION �-1021.58 RIM ISMIG2.02 INV N H CBMH 104 \ \ T VALVE RE=1023.00 \ 1E(;M)=1017.50 \ 1 =11 .3-0 \ 257 LF 12�►RCP ® 1.007 STO �9T 1011.47 /N1 1.009, CBMH01 1 \ \ IE=1016.7 STp \ I \ �2 LF -__15" SANITARY STUB \ RCP ® 1.00 3 IE=1019.00 ��20 1.00% COORDINATE GARAGE DRAIN I SUMP WITH MECHANICAL VERIFY SERVICE SIZE WITH PLUMBING DESIGN PER STATE PLUMBING CODE 6 LF -8 PVC 119 LF -8 PVC 49 LF 12" I IES) -1022.44 I 179 LF- PVC PVC I RCP ® 0.5% 18 LF 10" PVC ® 1.0% 11 1024.13 RIM - _ _ 56 LF 12" ;QP ® 0.50% J"► LF 12" RCP ® 0..� ►►97 LF 15" RCP ®►Q50% ►►134 LF 15" RCP 0.50% ►► 1012.43 INV E ` - - - - - - - - - - - - - - _ - 1012.14 /NV W - - STO G. POH - POH TRENCH IN CBMH 12 LF 18 RE=1016.90 STC 41 LF,EC PVC 5 10" PVC sro CBMH 210 8 LF 12" RCP "x8" TEE IE(N)=1014.40 - - E- M2T- - - - - _®_-2�� - - - - ZE=f022.�60--- - RE=1026.60 --------® 2.00%- --„----- CBMH 209 101 1. 18" STUB FOR ICOURTYARD 44 LF 12" LF �"�� _____ CBMH 208 IE=1014014.00 13 RCP ® 0.30% x x x x______ IE=1022.10 1009.65 INV E -W RE=1025.80 cas- DRAINAGE. IE=1021.22 _ GAS 48" LOCATION OF EXIST. 105 12" HDPE SDR11 WM. 01IE=1021.90 -POHe PO o01 POhr' 'OH \ -Y x ---GAS= POH -� LOCATION AND 2'x3' COORDINATE WITH 200 FES 15" ----- 201 STMH 48" R -1642B STMH 205 8" PVC WMPLUMBING LANS. R -1642B 203 STMH 48" R -1642B 204 STMH 48" R -1642B RE=1026.90 E=1020.29 STUB CONNECT COURTYARD 48" R -1642B 206 STMH STMH 20 R -1642B 207 CB IE(E, DRAINS TO INTERIOR 208 CB 2'x3' R-3067 RE=1026.1 CB 2'x3' R-3067 210 IE(S)=1022.44 PLUMBING. COORDINATE R-3067 RE=1026.90 STMH 203 IE(SE)=1021.70 R-3067 301 AREA DRAIN WITH MECHANICAL. NYLOPLAST _ RE=1026.50 = 19.55- - I�E=1020.22 IE(W)=1020.91--- - -1-024- 86------- I . IE(N021.04 - � 6 LF -8 PVC 119 LF -8 PVC 49 LF 12" I IES) -1022.44 I 179 LF- PVC PVC I RCP ® 0.5% 18 LF 10" PVC ® 1.0% 11 1024.13 RIM - _ _ 56 LF 12" ;QP ® 0.50% J"► LF 12" RCP ® 0..� ►►97 LF 15" RCP ®►Q50% ►►134 LF 15" RCP 0.50% ►► 1012.43 INV E ` - - - - - - - - - - - - - - _ - 1012.14 /NV W - - STO G. POH - POH TRENCH IN CBMH 12 LF 18 RE=1016.90 STC RCP ® 1.177 IE(S)=1014.60 sro CBMH 210 8 LF 12" RCP "x8" TEE IE(N)=1014.40 - - E- M2T- - - - - _®_-2�� - - - - ZE=f022.�60--- - RE=1026.60 --------® 2.00%- --„----- CBMH 209 101 i 18" FES -101 44 LF 12" LF �"�� _____ CBMH 208 IE=1014014.00 13 RCP ® 0.30% x x x x______ IE=1022.10 (WITH CLASS III RIPRAP) 11020.16 RIM I 1i9Q9.03 /NV W -SE 1 <YqT \ CBMH 102 Vo RE=1022.50 1 I :a I IE(NW)=1016.10 I IE(W)=1014.54 IE(E)=1014.14 to I SUMP)=1010.14 23 LF 15" RCP ® 0.70% STMH 201 RE=1025.83 E(SW)=1019.15 ❑ IE(E)=1015.16 IE SUMP)=1011.16 67 F 15" RCP 0.60% J II .Q I �I Am (D I I FE -200 � IE5.00 3 I I I 8 1-1--8" PVC --A 69 L1_ I - STO 18 LF 12" RCP @ 11 J� - - - - - - - - - - - - STMH 2O6T CBMH sro sr ,� INCH STC RE=1026.30 8 LF 12 RCP 211 RE=1026.60 sro CBMH 210 8 LF 12" RCP "x8" TEE ----- - - E- M2T- - - - - _®_-2�� - - - - ZE=f022.�60--- - RE=1026.60 --------® 2.00%- --„----- CBMH 209 101 i 18" IE=1022.60 35 LF -6 PVC ---RE=a026�------------ �"�� _____ CBMH 208 60" x x x x x______ IE=1022.10 1009.65 INV E -W RE=1025.80 cas- 104 _ GAS 48" LOCATION OF EXIST. 105 12" HDPE SDR11 WM. 01IE=1021.90 -POHe PO o01 POhr' 'OH \ -Y x ---GAS= POH -� Westwood Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. HYDRANT WITH 6" GATE VALVE 12 LF 12" RCP ® 2.00% _P0 RAISE STMH RIM AND ADJUST CASTING AS NEEDED TO AVOID PROPOSED CURB RE=1026.34 WAYZATA BOULEVARD WEST (HENNEP/N COUNTY STATE AID HIGHWAY 112) I hereby certify that this plan was prepared by me or under my Revisionm direct supervision and that I am a duly licensed PROFESSIONAL ENGINEER under ffie laws of the State of Minnesota 08/07/17 - City Comments 03/20/18 - Final Development Approval Plans 05/30/18 - City Comm ents/Stormwater 07/11/18 - Watershed Comments Ryan K Bluhm 08/06/18 - City/Watershed Comments 08/08/18 -City Comments Dam 08/08/18 _License No. 41257 Ped9ned; PUB Checked: RMB Drawn: SYE Record Drawing by/date: I `1009.24 /NV 30 INCH -35 LF 18" RCP ® 1.00% FES -99 IE=1009.00 OCS-100 RE=1015.00 IE(DT)=1009.50 IE(E)=1009.35 �8" GATE VALVE SEWER CASTING CONNECT TO STRUCTURE NUMBER TYPE EXISTING 12" CASTING TYPE PVC WM WITH FES "x8" TEE ----- ® � I 48" R-4342 101 i 18" ----- i CBMH 60" 1009.01 INV 103 CBMH 30 /NCH R-3067 104 -APPROXIMATE 48" LOCATION OF EXIST. 105 12" HDPE SDR11 WM. 48" FIELD VERIFY 106 LOCATION AND 2'x3' ELEVATION OF WM. POH 200 1 Prepared for: Apex HLLC 2110 Lyndale Avenue South Suite C Minneapolis, MN 55405 Call 48 Hours before digging: 811 or ca11811.com General Utility Notes Common Ground Alliance 1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION SHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OF DISCREPANCIES. 2. ALL SANITARY SEWER, STORM SEWER AND WATER MAIN INSTALLATIONS SHALL BE PER MINNESOTA PLUMBING CODE AND IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA. 3. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY FEDERAL, STATE AND LOCAL PERMITS FOR THE PROPOSED WORK OR VERIFY WITH THE OWNER OR ENGINEER THAT PERMITS HAVE BEEN OBTAINED. PERMIT FEES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE ARRANGED WITH THE OWNER. 4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF DOORWAYS, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY CONNECTION LOCATIONS. 5. ALL PRIVATE UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE APPROPRIATE UTILITY COMPANY. THE CONTRACTOR SHALL COORDINATE THE SERVICE LINE CONSTRUCTION WITH THE UTILITY COMPANIES. 6. CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY PERMITS FOR UTILITY CONNECTIONS, AND UTILITIES SHALL BE INSPECTED AND APPROVED BY THE CITY. THE CITY SHALL BE NOTIFIED 48 -HOURS PRIOR TO COMMENCING WITH THE UTILITY CONSTRUCTION OR ANY REQUIRED TESTING. CONTRACTOR SHALL NOT OPERATE, INTERFERE WITH, CONNECT ANY PIPE OR HOSE TO, OR TAP ANY WATER MAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE TO BE THE RESPONSIBILITY OF THE CONTRACTOR. 7. WATER MAIN LENGTHS AS SHOWN ARE APPROXIMATE HORIZONTAL LENGTHS. ALLOW FOR ADDITIONAL PIPE WHEN INSTALLING ON SLOPES OR WHEN DEFLECTIONS ARE REQUIRED. THE JOINT DEFLECTIONS SHALL NOT EXCEED THE MAXIMUM RECOMMENDED BY THE PIPE MANUFACTURER OR BY LOCAL GOVERNING SPECIFICATIONS. FITTINGS REQUIRED TO CONSTRUCT WATER MAIN SHALL BE INCLUDED IN WATER MAIN CONSTRUCTION. 8. PROVIDE WATER MAIN THRUST RESTRAINTS PER CITY STANDARD REQUIREMENTS. 9. A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATER MAIN CROSSINGS WITH SANITARY SEWER OR STORM SEWER. 10. UTILITY SERVICES TYPICALLY TERMINATE 5' OUTSIDE BUILDING WALL UNLESS OTHERWISE SHOWN OR NOTED. 11. ALL MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE CITY. 12. ALL WATER LINES SHALL BE DUCTILE IRON WRAPPED IN POLYETHYLENE, CLASS 52 WITH 7.5' MINIMUM COVER. PROVIDE MINIMUM SEPARATION OF 18" FROM SANITARY SEWER & STORM SEWER. INSULATE WATER MAIN IF LESS THAN 7.5' OF COVER. 13. INSULATION SHALL BE DOW STYROFOAM HI BRAND 35 OR EQUIVALENT, WITH 4 INCHES OF THICKNESS. 14. SANITARY SEWER PIPE OUTSIDE THE BUILDING ENVELOPE SHALL BE POLYVINYL CHLORIDE (PVC) SDR 35 OR 26. SDR 26 IS REQUIRED FOR DEPTHS GREATER THAN 15 FEET. SANITARY SEWER PIPE WITHIN 5 FEET OF BUILDING AND UNDER FOOTINGS, PIPE SHALL BE PVC SCHEDULE 40. 15. STORM SEWER PIPE SHALL BE REINFORCED CONCRETE PIPE (CLASS 5 FOR PIPE DIAMETERS 18" AND SMALLER, CLASS 3 FOR PIPE DIAMETERS 21" AND LARGER UNLESS OTHERWISE NOTED) WITH R-4 GASKETS, OR HDPE STORM SEWER PIPE IF ALLOWED BY THE CITY. HDPE STORM PIPE SHALL MEET REQUIREMENTS OF ASTM F2648. PIPE SHALL BE WATER TIGHT ACCORDING TO ASTM D3212 REQUIREMENTS. SEE PLAN FOR LOCATIONS WHERE RCP IS REQUIRED. PVC STORM SEWER PIPE SHALL BE SCHEDULE 40 PIPE. FLARED END SECTIONS SHALL BE RCP WITH TRASH GUARDS & RIP -RAP. 16. SIGNS SHOULD BE PROVIDED FOR MANHOLES, GATE VALVES AND FLARED END SECTIONS IN THE AREA EAST OF THE RETAINING WALL TO MARK UTILITIES. STORM SEWER CASTING SCHEDULE STRUCTURE NUMBER TYPE DIA. CASTING TYPE 99 FES 18" ----- 100 OCS 48" R-4342 101 FES 18" ----- 102 CBMH 60" R-3067 103 CBMH 48" R-3067 104 CBMH 48" R-3067 105 CBMH 48" R-3067 106 CB 2'x3' R-3067 200 FES 15" ----- 201 STMH 48" R -1642B 202 STMH 48" R -1642B 203 STMH 48" R -1642B 204 STMH 48" R -1642B 205 STMH 48" R -1642B 206 STMH 48" R -1642B 207 CB 21x3' R-3067 208 CB 2'x3' R-3067 209 CB 2'x3' R-3067 210 CB 2'x3' R-3067 211 CB 2'x3' R-3067 301 AREA DRAIN 12" NYLOPLAST 302 AREA DRAIN 12" NYLOPLAST Orono Senior Housing Orono, Minnesota 0' 30' 60' 90' 0011740UTPOl.dwg Date: 06/19/17 Sheet: 6 OF 13 Utility Plan