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EAGLES LANDING TITLE SHEET, LEGEND, EKISTING CONDITIONS 8 REMOVAL PLAN HUGO,MINNESOTA EXISTING OVERHEAD ELECTRIC EXISTING UNDERGROUND TELEPHONE EXISTING UNDERGROUND CABLE ❑T EXISTING TELEPHONE PEDESTAL © EXISTING ELECTRICAL PEDESTAL © EXISTING CABLE PEDESTAL CC-) EXISTING UTILITY POLE EXISTING LIGHT POLE EXISTING STORM SEWER EXISTING WATER MAIN EXISTING SANITARY SEWER EXISTING FORCEMAIN DQ EXISTING STORM MANHOLE ❑ 19 EXISTING CATCH BASIN EXISTING FLARED -END SECTION 0 EXISTING GATE VALVE vyt EXISTING HYDRANT EXISTING WELL Q EXISTING SANITARY SEWER MANHOLE EXISTING CONTOUR x GE0 99 EXISTING SPOT ELEVATION 907 42 XBIT EXISTING SPOT ELEVATION (MATCH INTO ELEVATION) EXISTING BITUMINOUS EXISTING TREES EXISTING TREE TO BE REMOVED EXISTING RETAINING WALL EXISTING FENCE EXISTING WETLAND PROPOSED WATER PIPE PROPOSED SANITARY SEWER PIPE PROPOSED STORM SEWER PIPE PROPOSED DRAINTILE AND CLEAN -OUT ELEC PROPOSED ELECTRIC SERVICE GAS PROPOSED GAS SERVICE * TEL PROPOSED TELEPHONE SERVICE OD PROPOSED STORM MANHOLE ❑ PROPOSED CATCH BASIN Q PROPOSED FLARED -END SECTION ag PROPOSED GATE VALVE PROPOSED HYDRANT ® PROPOSED SANITARY SEWER MANHOLE 928 PROPOSED CONTOUR 930 X920.60 PROPOSED SPOT ELEVATION (GUTTERLINE, BITUMINOUS SURFACE, OR GROUND SURFACE UNLESS OTHERWISE INDICATED) - PROPOSED SILT FENCE 4'0% PROPOSED DIRECTION OF DRAINAGE PROPOSED BITUMINOUS PROPOSED RIP -RAP W W W PROPOSED FILTRATION MEDIA OPROPOSED INLET PROTECTION PROPOSED HEAVY-DUTY PAVEMENT pp p pp p D DD D D PROPOSED ENKAMAT * NOT ALL SYMBOLS ARE APPLICABLE. GENERAL NOTES THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF EXISTING UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TO TYPE AND LOCATION OF UTILITIES AS NECESSARY TO AVOID DAMAGE TO THESE UTILITIES. CALL "811" FOR EXISTING UTILITIES LOCATIONS PRIOR TO ANY EXCAVATIONS. THE CONTRACTOR SHALL FIELD VERIFY SIZE, ELEVATION, AND LOCATION OF EXISTING SANITARY SEWER, STORM SEWER, AND WATER MAIN AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO THE START OF INSTALLATIONS. INSTALLATIONS SHALL CONFORM TO THE CITY STANDARD SPECIFICATIONS AND DETAIL PLATES. ALL UTILITIES THAT WILL BE OWNED AND MAINTAINED BY THE CITY AFTER CONSTRUCTION SHALL BE BUILT TO CITY STANDARDS. THE CONTRACTOR SHALL NOTIFY CITY PUBLIC WORKS DEPARTMENT A MINIMUM OF 24 HOURS PRIOR TO THE INTERRUPTION OF ANY SEWER OR WATER SERVICES TO EXISTING HOMES OR BUSINESSES. THE CONTRACTOR SHALL OBTAIN A RIGHT-OF-WAY PERMIT FROM THE CITY PRIOR TO ANY WORK. r STORAGE OF MATERIALS OR EQUIPMENT SHALL NOT BE ALLOWED ON PUBLIC STREETS OR WITHIN PUBLIC r RIGHT-OF-WAY. NOTIFY CITY A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ALL ELECTRIC, TELEPHONE, AND GAS EXTENSIONS INCLUDING SERVICE LINES SHALL BE CONSTRUCTED TO THE APPROPRIATE UTILITY COMPANY SPECIFICATIONS. ALL UTILITY DISCONNECTIONS SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY COMPANY. below. Call before you dig. N Qs BLDGCOR 940, 53 x 934.20 \�\ GE x 934.47 �a x 933.61 ...... ..... cE a GE EXIST GRAVEL P.O.B. OF TRACT A El ' �� 932. ..•• x 933 E GAGx93358 GE x 934.06 93 6 .'GE x GE rn jM o� X, 93 GE x 93 0 x 93336 BIT x 933 26 34 BIT x93329 ReIEBIT BIT 933 06 E ..... ' xj€.93310 �� '' .19J2.96 GE EBif" 'g33 .�fZ 71 A GE /x 93250 GE co x 932.32 2 ' GE q) o) x 932.50 nrn GE GE 93224 x I ^3 REMOVE EXISTING EX 6" PVC'SDR 26 IE 921.51 '•,• x932.09 CURB AT NEW ENTRANCE EX CB •'GE••. 93 .04 RE 929.23 EX. 6" G x932.02 IE 926.47 DIP STUB a GE 30.37 EX EOF 931.06 �. ' ' • '..... . 929 4j _ GAS _ e GAS 932 REMOVE EXISTING 9. 7 EX e - G CURB AT NEW ENTRANCE AS 1E 9133 2 8S7 " V 1 RCP IN _ GAS - D _ GAS _ << RE 929 I _ B 2 GAS << E ^ _ IE 925 9 GAS SS-c�< cex23s vW-_9 GAS = 92 .CB 7 29.54318 � FEN IE 9 G� d5� << �%� w A Y 9 9@<<_ EX 42" RCP >_ B 4 V RCP >= D N _ V V \� o oM \\ rnm w EX SAN MH > RE 931.66 - �j g' IEE,W 921.03 F V=1 rQ. 63 O�- r JFN, S 923.32 41 /L V 927.23 INVE,WST - INV. E-W=927.23 EX CB x93332 RE 931.88 BIT IE 927.25 x 933 47 L3 BIT x93339 BIT 93326 x 93210 " 9330 O.B..TRACT B o - BIT < x GE EBIi a, 9332�I x 933 00 BIT ''Lo x EBIT x 932.78 E91 T GE X, 932 88 93250 I x BIT - 93] x 69 V 93294 Bl T V r BI T b� G �I X 932.72�` GE x a �o - ''• GE 932.60 EX. 21 _ RCP 932.32 Lu ' ' ' • x .. EB)7 - - - - - - - X - .. E 1.8 93 . ' ' 31. BlT 81 '933 2.. • • . U�l!RCP2 ' .. `yV 92. $5 > 93Y1.17 BCCU WV _ INVR. 0,. I X CB 15"-RCP RON ........ �." rn IE 928.0 RE 932.22 _ ¢ V IE 927.04 ... •. 18'-15" RCP V EX 27" RCP E'y�\ E 2,7 " RC REMOVE 27.0p APRON ' i" RCP » EXISTING 21"-RCP I "" RE 9 7 ems? EXIST & APRONS IE 92 . 3 / oao2 DITCH c lA " 2 �II IREMOVE EXISTING I I 0� ' 15"-RCP APRON 32.31 WHEN CONNECTING w ' TO OUTLET CONTROL I : _=I C o STRUCTURE N. y 32 33 = 3 4 CCUT 111P0.5 a < a ' REMOVE EXISTING I _ z �O CURB AT NEW ENTRANCE I : © m m ' z! 932.46 ~ x BCCUT I •. I 4 I'.: '. EIE 0 N. I 0 X: '. w' x G3I 3932.58 9 - BC EX ce 0 Z 74 = 927S36 I �o W N e �'• � � U e e W rn 931. _ e 3.02 1932 75 22 V > 31.45 BC e f� 35 BC ca '8 / 3.34 BC` e 93325 ^ 933 6'h 16 e 2. x o 6g -NC 66 - e CX1S7_ rn w -<< 12" D.I.P, WA Al L EX 42„ c � - CB-_ RC%_ �� � RE 933.04 o 927.06 930 ,5'S IEN S 9107.90 CBFL 9 N 0 BCCB \ND REMOVE EXISTING BITUMINOUS AND CURB AND RESTORE DISTURBED 1S AND CURB TO EXISTING OR BETTER CONDITION (PER UTILITY INSTALLATION) STREET WITHIN ZONE WEEK AFTER COMPLETION OF WATER MAIN CONSTRUCTION X` X � X 932.70 CL20 >� 1 s J m X 932.53 >_ X EBIT rn VICINITY MAP Xcel Energy Cal Iar Park z b� p 9 Oneka Pet Resort a i StockrI Constructron m r 4$ Northland Pallet rl si ,7_132no N I Western Spring Manufacturing SITEAdelaidelLanding T I If IEpn, StN IlDth 1N I29th 5t4, c� 129tn n' Wilson Tool International 9 l„ /b''t 126rh StN 4 Goad Life Senior I Oak Sic re Park Living HugoV Beaver Ponds Park_9 i 1'6;1 SYFl le 11 r2G m � 4 x ZUPIIiVPCN NOT TO SCALE SHEET INDEX CO TITLE SHEET, LEGEND & EXISTING CONDITIONS C1 CIVIL SITE PLAN C2 GRADING, DRAINAGE & EROSION CONTROL PL/ C3 UTILITY PLAN C4.1-4.3 DETAILS C5.1-5.2 STORM WATER POLLUTION PREVENTION PLAN 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 0 07 W 0 Z O U) W n r i m ti (14 E N �E a m 0- 0 O Cn z C J Cn rt3 C C - O J NQU iW o 0 0 Z Z W NMI Cm W M Z W (D W Z J Q C J LU 0- I.- Q O> Z W W W W 2 U) W J H- F- PREPARED FOR: VICTOR LAND HOLDINGS SITE PLANNING & ENGINEERING PLOWE ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361-8210 FAX: (651) 361-8701 0 _ 2 0 15 30 1 INCH = 30 FEET CO