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n z I I - I - OCS A k \ RE 931.50 I' - : IE 928.10 (15" OUTLET PIPE) _ / 4'-_ _� x WEIR WALL 931.30 FES 103 IE 928.50 (6" VERT. ORIF) _====s 928.50 �12" APRON o IE 926.00 (15" INLET PIPE) _� IE 929.00 SUMP 923.00 - *2 C.Y. OF 2 i i i ' _- _ _-- -- Y RIP -RAP CL III w WASHED ROCK / , II 1 1 ' ' - - - -_ ' - _ BRIC w W/ FABRIC AT I' ' _--69z5___- --__ s �( 17-15" RCP END OF l' `�' ii ; II _ - '___ - - - - - - -__---� @ 0.00 /o DAYLIGHT ii i ii l �31:5 _===-g-_ --g�j_ 9��` ��__ FES 107 I *DAYLIGHT 6" D.T. _ ' _� __- - - - - -- ��_- s� 15 APRON I - II ; 11 _ _ @ IE 928.50_J ____ - 6.00 l i ii i l a FFE 934.OS _ I S 119'-6" DT @ 0.00% CBMH yy R� 93265 P �xi" 93� I ' FES 1-0 \ l ��9' S2 AT EX E WATER _ � LI _ - MH 2 MIN. 8A �EPiH FORE RE 932.73 - ' RAN C/o o C/0 IE 922.70 (W)� / `) �� a, �1 RE 933.40 5 CY RIF IE 922.80 (S) / _� _ Q IE 925.83 Wt FABR EX 6" PVC SDR 26 IE 921.51 MH 3 ! RE 931.30 IE 921.51 (W) I,E -9a1.59 (E) RE 929.23 EX. 6" IE 926.47 DIP STUB Ex EOF 9,6 h IEgR8Z09.8' IE 920 6p 'E Qr _\ CONC £� VALLEY OC 0600 _ 7 5 I „ R GU7?ER I ` CP, 0 30% RE 932.50 ` I IE 929.30 1 �1 C/0 � � FFE � I ' A ; RE 930.50 FF / MH 1 934•Op % IE 928.50 (6" D.T.) E 934.05 RE 933.27 M EX T931.66 N MH tv RE IEE,921.03 IEN,�9923.32 00 -T- _ I � I L 1 _ v v EX C RE 9 1.88 IE 92 .25 I I L 1 J I � I L 1 J V r' V L 1 _ I -15" RCP U 0.06% a - I w N TJ x MHA WRE 932.00 IE 928.10 (EX. 15" OUTLET PIPE) IV Y IE 928.10 (15" INLET PIPE) DRAWN BY: DESIGN BY: M.Q.A. C.W.P. CHCKD BY: PROJ. NO. M.Q.A. 20-1906 ORIGINAL DATE: MAY 1, 2020 z O 17) U LU 0 z O w Of W J w O U 0 z Q Nw L.1_ D U Of I- U) 0 w w Of / LI.I V EXISTING 18-15II RCP N N N N N o Q rn M o m @ 6.50/0 18'-15" v 0 r RCP v RE 93 . 7 IE 92 3 22'-1 T RCP @ .450/ MH 10 1 RE 93 .40 IE 92 57 w U m T L I- X W IE 925.43 (E,W,N) C I 05 05 J m 1 A i 195'-6" DT @ 0. 0% 35'-6" 0% 1 111n I / N J RE 0.50 LoI - -_ �� I - __ -- - - IE 928 0 ( 6" C/O .-i a_ �_ -�� RE 933.40 _ Ise �� b �-'tc - - T.) IE 925.78 A RCP I _3 � 930 o I I Xco ca _> > ECID9259 4 I_I 3_ EX 24" 9 _ I - - _ RCP -� _ _ EX CB I C > o �92 2a.28 _> I I _ -3 I - IE .74 CB 104 �_CC EX I EX >_> 3 ® RE 931.60 o I (1Ir RcP F I 3 \sb� IE 929.10 ' E /V ' X CB _CONNECT TO EXIST 12" DIP W/6" TAPPING VALVE AND SLEEVE RE 929.23 /Sb0 - (FIELD VERIFY ELEVATION, SIZE AND LOCATION OF > 3 Sb a I I GP IE 925.76 EXISTING WATERMAIN PRIOR TO ANY INSTALLATIONS)WA 3 - _' i - JA4A0N EXIST 6 o EX \ RE930.91 M 927.06� \ W J \ , 1 ,' SAWCUT AND REMOVE EXISTING BITUMINOUS AND CURB AND RESTORE DISTURBED / BITUMINOUS AND CURB TO EXISTING OR BETTER CONDITION (PER UTILITY INSTALLATION) W 1 REPLACE STREET WITHIN ONE WEEK AFTER COMPLETION OF WATER MAIN CONSTRUCTION L - J _ _L Know what's below. Call before you dig. WATER MAIN NOTES EXISTING WATER MAIN LOCATION AND SIZE SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS. PROVIDE PIPE INSULATION WHERE SEWER (SANITARY OR STORM) CROSSES WITHIN 18" OF WATER MAIN. PROPOSED WATER MAIN SHALL BE 6" PVC (C900). MECHANICAL JOINTS SHALL BE USED FOR WATER MAIN PIPES 4" IN DIAMETER AND LARGER. RUBBER GASKETS SHALL CONFORM TO AWWA C111 (ANSI A21.11). MAINTAIN MINIMUM 8-FT COVER TO TOP OF ALL WATER MAIN PIPE. TAPS OF LIVE WATER MAINS TO BE DONE BY CITY FORCES; HOWEVER, THEY SHALL BE PAID FOR AND COORDINATED BY THE CONTRACTOR. ALL COMPONENTS OF THE WATER SYSTEM, UP TO THE WATER METER OR FIRE SERVICE EQUIPMENT, SHALL UTILIZE PROTECTIVE INTERNAL COATINGS MEETING CURRENT ANSI/AWWA STANDARDS FOR CEMENT MORTAR LINING OR SPECIAL COATINGS. COMBINATION FIRE AND DOMESTIC SERVICES MUST TERMINATE WITH A THREAD -ON FLANGE OR AN MJ-TO-FLANGE ADAPTER. SANITARY SEWER NOTES EXISTING SANITARY SEWER LOCATION, SIZE, AND ELEVATION SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS. PROPOSED SANITARY SEWER SHALL BE PVC SCHEDULE 40. - oHw 0 0 CL z zWQ � U -j Q�z � U XW� �Q0U O N LLJ N x 7 STORM SEWER NOTES y �7 m m a Z 0. EX CB RE 932.22 IE 927.04 EXISTING 017-C11 Ex 27" IE 927OOC APRON FIELD VERIFY SIZE, ELEVATION, AND LOCATION OF EXISTING STORM SEWER AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS. WHEN CALLED OUT AS PIPE, STORM SEWER SHALL BE REINFORCED CONCRETE PIPE (RCP) ANSI C76 WITH R-4 GASKETS OR, IF ALLOWED BY CITY, HDPE PIPE MAY BE USED. (SEE PLAN FOR LOCATIONS WHERE RCP IS REQUIRED.) HDPE PIPE SHALL MEET THE REQUIREMENTS OF AASHTO M294, TYPE S WITH WATERTIGHT CONNECTIONS. USE SAND/GRANULAR MATERIAL FOR BACKFILLING AND COMPACTION OF HDPE/PVC PIPE IN ACCORDANCE WITH THE REQUIREMENTS OF ASTM 2321. STORM SEWER LENGTHS INCLUDE THE LAYING LENGTH OF THE FLARED -END SECTION. LAYING LENGTH OF APRON TO BE DEDUCTED FROM PAYMENT LENGTH OF PIPE. ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED IN ACCORDANCE WITH MINNESOTA RULES, PART 4715.2820. STORM SEWER PIPES TO BE JOINED TO THE CATCH BASIN MANHOLES W/ APPROVED RESILIENT RUBBER JOINTS TO MAKE THEM GASTIGHT OR WATERTIGHT. CEMENT MORTAR JOINTS ARE PERMITTED ONLY FOR REPAIRS AND CONNECTIONS OF EXISTING LINES CONSTRUCTED WITH SUCH JOINTS. a) E E L a� a) n m cd o cQ co r LO r z _U O J J !L U) w J o Q N 2 6 U N r W Q 0 PREPARED FOR: VICTOR LAND HOLDINGS SITE PLANNING & ENGINEERING PLOWE 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361-8210 FAX: (651) 361-8701 I• _ ® _ 2 0 15 30 1 INCH = 30 FEET UTILITY PLAN C� EAGLES LANDING