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\/ 7 / V I / 66 � � V L_Lj / V / 0 V - 0 / D E W / s H (SU r1M9�31.3 1 =1= L SUMP:92 .22� I� I - - INV: 27. 2 CC -153' o HDPE •& / 0 1 17' 15' HDPE 63% EX. HYD T' ti o .7 V_ FES 3 15" HDPE FES W/ 11 0 TRASHGUARD & / 4.9 CY CL III RIPRAP ' V CO INV.927.11 Q� b FES 4 J 15 / RCP FES W/ 24S HDPE FES- I, J? & V o 4.8 CY CL III RIPRAP 9.5 CY�CLDIII RIP AP li INV:928.80 INV:927 001 / 27' of 27" HSE © 0.29 V I _ 8 DIP WATER SERVICE 6" PVC SAN SEWER SERVICE L CBMH 5 RIM:933.62 E INV:928.18 W INV:927.98 STRUCTURE SCHEDULE STRUCTURE STRUCTURE NO. SIZE CB 1 27" CB 2 27" CB 3 27" CASTI NG NEENAH R-2502* NEENAH R-2502* NEENAH R-2502* CBMH 1 48" NEENAH R -3250-A CBMH 2 48" NEENAH R -3250-A CBMH 3 48" NEENAH R -3250-A CBMH 4 48" NEENAH R -3250-A CBMH 5 48" NEENAH R -3250-A CBMH 6 48" NEENAH R -3250-A CBMH 7 48" NEENAH R -3250-A STMH 1 48" NEENAH R-1642** STMH 2 48" NEENAH R-1642** *WITH TYPE C GRATE **LABELED "STORM SEWER" CBMH 6 RIM:933.62 13 E INV:928.85 of 12„ HD E _ W INV:928.85 0. 09 _ 7 1K7 _L X26' Of _ -- G 8 ��) Tl 11 - 1_ <aa°< PROPO SEp BVD Lp/N / CONNECT TO 0' MIN RI 1 \\ EXISTING RM* V:92* 0 R 1 CBMH 2 S IN:928.50 V 666 L _I = �RVICE RIM:933.70 20' of 12" HDPE © 1.03% < E INV:927.44 _ 1 W INV:927.44 STMH 1 CB 2 RIM:931.70 RIM:931.50 1 1 < - _ CLEANOUT E INV:927.86 S INV:928.76 116' Of2 ; _ _ / II N INV.928.29 15' of 12" HDPE 0.95% HDPE 0. 30,% =C �� W INV.927.66 STMH 2 _ - - - RIM:931.80 cc�60 - g8��_-_ �� E INV:928.22 of 24» _ _ N INV:928.62 CONNECT TO EX SAN SEWER - _- _ NDP W INV:928.22 I STUB, INSTALL CLEANOUT AT - = _ E Q 0.25 0 s \ \ 3 RIM: W INV 29.50 NOTES: 1. EXISTING CONDITION INFORMATION PER CERTIFICATE OF SURVEY PREPARED BY E. G. RUD AND SONS, INC. AND CITY RECORD PLANS. 2. THE LOCATION AND ELEVATION OF ALL EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY CONFLICTS. 3. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND FACILITIES TO ALLOW PROPER FUNCTIONING DURING AND AFTER CONSTRUCTION. SUPPORTING STRUCTURES, IF REQUIRED, SHALL BE SUPPLIED BY THE CONTRACTOR AS WORK INCIDENTAL TO THE CONTRACT. 4. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICTS BETWEEN EXISTING UTILITIES AND THE PROPOSED CONSTRUCTION. THE ENGINEER WILL COORDINATE WITH UTILITY COMPANY IN QUESTION TO DETERMINE THE NEED FOR RELOCATION OF THE EXISTING UTILITY. 5. EXISTING CONDITIONS SUCH AS SAND IN MANHOLES OR VALVE BOXES SHALL BE IDENTIFIED BY THE CONTRACTOR AND THESE SHALL BE REPORTED TO THE ENGINEER PRIOR TO EXCAVATION BY THE CONTRACTOR. ONCE CONSTRUCTION HAS BEGUN, ALL DAMAGE TO UNDERGROUND UTILITIES WILL BE ASSUMED TO HAVE BEEN CAUSED BY THE CONTRACTOR, AND REPAIRS NECESSARY SHALL BE PERFORMED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 6. FINAL PLAT SHALL GOVERN FOR EASEMENTS AND LOT LINES. 7. THE CONTRACTOR SHALL COORDINATE WITH THE LOCAL JURISDICTION TO OBTAIN PERMITS AND METER FOR WATER SOURCE. ALL ASSOCIATED COSTS SHALL BE INCIDENTAL TO THE CONTRACTOR, INCLUDING DISPOSAL OF TEST WATER INTO CITY'S SANITARY SEWER SYSTEM. THE CONTRACTOR SHALL NOT OPERATE GATE VALVES OR HYDRANTS ON THE CITY WATER SYSTEM WITHOUT FIRST RECEIVING CITY APPROVAL. 8. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER AND THE PROJECT ENGINEER 48 HOURS PRIOR TO STARTING WORK OR AS REQUIRE BY THE CITY. 9. THE CONTRACTOR SHALL KEEP ACCESS ROADS CLEAR OF SOIL OR OTHER DEBRIS, AND PERFORM DAILY STREET CLEANING AS REQUIRED. POSITIVE DRAINAGE, CONTROLLED WITH EROSION CONTROL AND EROSION PREVENTION MEASURES AS REQUIRED SHALL BE PERFORMED. INLET PROTECTION SHALL BE INSTALLED WITHIN 48 HOURS AFTER INLET CONSTRUCTION. UNLESS SPECIFIED ON THE PLANS OR AS A BID ITEM ON THE BID FORM, ANY TEMPORARY CULVERTS, DITCHES, FILTER FABRIC, ETC. NECESSARY TO ACCOMPLISH THIS SHALL BE PERFORMED AS INCIDENTAL TO THE CONTRACT. 10. THE CONTRACTOR SHALL PRESERVE AND PROTECT THE MARKERS AND MONUMENTS SET FOR THE SUBDIVISION OF LAND. 11. THE CONTRACTOR SHALL SCHEDULE THE SOILS ENGINEER TO FACILITATE CERTIFICATION OF ALL CONTROLLED FILLS IN A TIMELY FASHION. DENSITY TESTS SHALL MEET THE FOLLOWING: A. DENSITY TESTS SHALL BE TAKEN ON ALL TRENCHES AT LOCATIONS AS DETERMINED BY THE ENGINEER OF HIS REPRESENTATIVE. B. WITHIN 3 FEET OF PAVEMENT SUBGRADE, CONTRACTOR SHALL UTILIZE IMPROVED SOILS THAT ARE WITHIN 1 OPTIMUM MOISTURE CONTENT. COMPACTION SHALL MEET 100% STANDARD PROCTOR. BELOW THE UPPER 3FEET, COMPACTION SHALL BE 95%. GRADING TOLERANCE SHALL BE 0.1'. 12. THE OWNER SHALL PAY FOR ALL COMPACTION TESTING. ANY AREAS WHICH FAIL TO MEET THE ABOVE STANDARDS SHALL RE CORRECTED AND RE -TESTED BY THE OWNER'S TESTING AGENT AT THE CONTRACTOR'S EXPENSE. 13. SANITARY SEWER AND WATERMAIN SHALL BE INSTALLED AT ELEVATIONS SHOWN ON THE PLAN. 14. WHERE WATERMAIN MUST BE LOWERED TO AVOID CONFLICT WITH ANOTHER UTILITY, THE COST OF BENDS, FITTINGS, ETC. SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT. 15. CONTRACTOR SHALL PROVIDE TEMPORARY TRAFFIC CONTROL IN COMPLIANCE WITH THE CURRENT MNDOT "TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS FIELD MANUAL" FOR CONSTRUCTION ADJACENT TO TRAVEL WAYS. 16. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF THE DEPTH OF EXISTING UTILITIES LISTED ON THIS PLAN PRIOR TO ORDERING OF ANY FITTINGS, STRUCTURES, CASTINGS, ETC. ENGINEER AND THE OWNER SHALL NOT BE RESPONSIBLE FOR ANY DISCREPANCIES FOUND AS DEPTHS ARE ESTIMATED. 17. CONTACT CITY FOR INSPECTION PRIOR TO CONNECTING TO EXISTING CITY UTILITIES. 18. CONTRACTOR TO COMPLY WITH ALL REGULATORY AGENCY PERMIT CONDITIONS FOR PERMITS OBTAINED BY OWNER AND FOR PERMITS OBTAINED BY GENERAL CONTRACTOR. 19. ALL WORK PERFORMED AND MATERIALS USED FOR CONSTRUCTION OF UTILITIES MUST CONFORM TO THE CITY OF HUGO STANDARD SPECIFICATIONS AND DETAILS. 20. ALL SANITARY SEWER SHALL BE EITHER 8" OR 6" PVC SDR 35. 21. WATERMAIN SHALL BE 6" AND 8" DIP CLASS 52. 22. ALL WATERMAIN SHALL BE INSTALLED WITH 7.5' COVER MINIMUM. 23. VERIFY LOCATION OF FIRE DEPARTMENT CONNECTION (FDC) WITH MECHANICAL ENGINEER. 24.INSTALL SERVICES TO WITHIN 5' OF THE BUILDING. VERIFY LOCATION WITH MECHANICAL ENGINEER. 25. RECORD INFORMATION ON SANITARY SEWER AND WATER STUBS WERE NOT AVAILABLE. CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF EACH. 26.INSTALL RIP RAP AND FABRIC AT FLARED END SECTIONS PER HUGO STANDARD PLATE WY -SD -6. i � 1 _ 1 1 CA S ' 1 0 TRUCKS 1 TRU KS HSS p01NT BEYOND ' I 1 1 1 1 I 1 FUTURE ExPANS1 128x' 64 � ON ' 1 1 1 / 1 V 6o CONNECTION, VERIFY SIZE, - _ _ - << LOCATION & ELEV. 90' of 18 HD 0.407 << > CBMH 1 (SUMP) �� - _ � 51 of 15 RCP @ 2.88% RIM:931.70 - SUMP:924.09 _ C INV:927.09 EXISTING CBMH _ ICS INV:927.09 REMOVE EXISTING CASTING & REPLACE W/ NEENAH R -3501 -TB - _ of \ C RIM=929.66 _ pF 1 _ SINV=926.93 (VERIFY) NE INV=927.33 - GOVERNING SPECIFICATIONS: 1. THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" LATEST EDITION & SUPPLEMENTS. 2. CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM) STANDARD UTILITIES SPECIFICATIONS. (LATEST EDITION) 3. ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS AND ORDINANCE WILL BE COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT. 4. CITY OF HUGO STANDARD SPECIFICATIONS & DETAILS. 1 CBMH ::::�� RIM:932.05 1 S INV:928.93 W INV:928.67 i 1 f 15" HDPE © 0.46% 0 � 1 L D BLOCK 1FES INV:929 00� 1 1 � 1 1 / 1 �- D D - 0 1 6 - o LOT 1 /NDUS T/� / 4 L 60 i 932.10 2 0 932.34 932.94 PROPOSED IMPROVEMENT FOR: Western Spring Manufacturing HUGO, MINNESOTA Linner-Morschen Arch itects 10100 Morgan Avenue S. Bloomington, MN 55431 PHONE: (952) 884-6455 FAX: (952) 884-0860 CAMPION N ENGINEERING SERVICES, INC. • Civil Engineering • Land Planning 1800 Pioneer Creek Center, P.O. Box 249 Maple Plain, MN 55359 Phone: 763-479-5172 Fax: 763-479-4242 E -Mail: mcompion@campioneng.com I hereby certify that this plan, specification or report has been prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the law,of the ate of Minnesota. 71] 932.93 04/05 2017 Martin P. Campion -Lic. # 19901 Date: 3.60 H IN CAMPION JOB NO. 16-039 932.44 PROPOSED BY: r 97 -- N 0 30 60 GRAPHIC SCALE IN FEET CONSTRUCTION 7685 CORPORATE WAY EDEN PRAIRIE MN 952 937 8214 WWW.SHAWCONSTRUCT.COM SHEET TITLE: UTILITY PLAN DATE: 03/15/2017 REVISION 04/06/2017 PER 04/03/2017 ENGINEERS MEMO DRAWN BY: KDK SHEET NO. C 3.01