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ST. CLAIR ESTATES TITLE SHEET, NOTES & LEGEND LINO LAKES, MN GENERAL NOTES WATER MAIN NOTES 1) 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. 2) CALL "811" FOR EXISTING UTILITIES LOCATIONS PRIOR TO ANY EXCAVATIONS. 3) INSTALLATIONS SHALL CONFORM TO THE CITY STANDARD SPECIFICATIONS AND DETAIL PLATES. 4) 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. 5) STORAGE OF MATERIALS OR EQUIPMENT SHALL NOT BE ALLOWED ON PUBLIC STREETS OR WITHIN PUBLIC RIGHT-OF-WAY. 6) NOTIFY CITY A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. CURB & BITUMINOUS NOTES 1) REMOVAL AND DISPOSAL OF EXISTING STREET MATERIALS AS REQUIRED FOR CONSTRUCTION IS CONSIDERED INCIDENTAL. 2) SAW -CUT EXISTING BITUMINOUS AND CONCRETE CURB TO PROVIDE BUTT -JOINT. 3) RESTORE DISTURBED STREET TO EXISTING OR BETTER SECTION. 4) BACKFILLING OF CURB IS INCIDENTAL TO CURB INSTALLATION. 5) THREE (3) INCHES OF CLASS 5 UNDER CURB IS INCIDENTAL TO CURB INSTALLATION. 1) EXISTING WATER MAIN LOCATION AND SIZE SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS. 2) PROVIDE PIPE INSULATION WHERE SEWER (SANITARY OR STORM) CROSSES WITHIN 18" OF WATER MAIN. 3) PROPOSED WATER MAIN SHALL BE DIP CLASS 52. PROPOSED WATER SERVICE PIPE SHALL BE 1" COPPER TYPE K. 4) TRACER WIRE WILL BE LAID WITH ALL PVC WATER MAINS, VALVE BOXES, AND HYDRANTS (IF APPLICABLE). 5) MAINTAIN MINIMUM 7.5-FT COVER TO TOP OF ALL WATER MAIN PIPE. 6) PLACE HYDRANTS 4-FT OFF BACK OF CURB. SANITARY SEWER NOTES 1) 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. 2) PROPOSED SANITARY SEWER MAIN SHALL BE PVC SDR 35 AND SDR 26. 3) PROPOSED SANITARY SEWER SERVICES SHALL BE 4" PVC SCHEDULE 40. STORM SEWER NOTES 1) FIELD VERIFY SIZE, ELEVATION, AND LOCATION OF EXISTING STORM SEWER AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS. 2) WHEN CALLED OUT AS RCP, STORM SEWER SHALL BE REINFORCED CONCRETE PIPE (RCP) ANSI C76 WITH R-4 GASKETS. 3) STORM SEWER LENGTHS INCLUDE THE LAYING LENGTH OF THE FLARED -END SECTION. LAYING LENGTH OF APRON TO BE DEDUCTED FROM PAYMENT LENGTH OF PIPE. 4) 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. LEGEND OHw EXISTING OVERHEAD ELECTRIC TEL EXISTING UNDERGROUND TELEPHONE Cep EXISTING UNDERGROUND CABLE ❑T EXISTING TELEPHONE PEDESTAL 0 EXISTING FIBER OPTIC PEDESTAL © EXISTING ELECTRICAL PEDESTAL © EXISTING CABLE PEDESTAL EXISTING UTILITY POLE EXISTING LIGHT POLE » EXISTING STORM SEWER EXISTING WATER MAIN > EXISTING SANITARY SEWER 0 EXISTING STORM MANHOLE 4 EXISTING FLARED -END SECTION >g EXISTING GATE VALVE EXISTING HYDRANT (5) EXISTING SANITARY SEWER MANHOLE -----930---- ... .928............ EXISTING CONTOUR x 920.99 EXISTING SPOT ELEVATION NAVD88 DATUM X EXISTING FENCE wet DELINEATED WETLAND EDGE DELINEATION BY "JACOBSEN ENVIRONMENAL" APRIL 2016 1 PROPOSED WATER PIPE > PROPOSED SANITARY SEWER PIPE >> PROPOSED STORM SEWER PIPE PROPOSED DRAINTILE AND CLEAN -OUT OD PROPOSED STORM MANHOLE ❑ PROPOSED CATCH BASIN Q PROPOSED FLARED -END SECTION AT PROPOSED GATE VALVE PROPOSED HYDRANT QS PROPOSED SANITARY SEWER MANHOLE 928 PROPOSED CONTOUR 930 X24.60 PROPOSED SPOT ELEVATION (GUTTERLINE, BITUMINOUS SURFACE, OR GROUND SURFACE UNLESS OTHERWISE INDICATED) PROPOSED SILT FENCE PROPOSED DIRECTION OF DRAINAGE PROPOSED RIP -RAP PROPOSED INLET PROTECTION 0 PROPOSED WETLAND BUFFER SIGNAGE BENCHMARK MNDOT STATION NAME: OTTER MNDT RESET ELEV. = 941.08 FEET (NAVD88) LOCAL BENCHMARK: TOP NUT HYDRANT HYDRANT LOCATED AT THE NW CORNER OF HOKAH DRIVE AND SIOUX LANE. ELEVATION IS 897.49 FEET (NAVD88). 6) CURB ENDS SHALL TERMINATE IN A THREE-FOOT BEAVER TAIL. — — — — Ji 4` L=T, J L-- - - - - - - - --� I I j - - - - - zwl L - --- -�II 3Al2�a H`d�1o1-1--->r--- --- ��---------� o I I I ----- -� - z I I I / 1 - _----T� _ T-�- T -r---_ _ �1----------� I I T— $ HOKAH DRIVE— %�'SHENANDIOAH 3q ADDITION T— X I I I I I \ ` l BLOCKI4 N I I r I I I BLOCKI5 I \\ I I I I I Z- (ALAE - m 3��HENANDO3RD mII AxDDITIONNIBLOCK 41 ISHENANDpAH 3RD► ADDITIO�0) �' I IoiI��e \ \ \\ 0)1 I W — — BO - -------sooro2.ls•w I-----L— rm - - -- - - -- ---------I B L O C K IZ--_I--------------I-- T =------- ^I1�1 I 1 --------7 ------T--- I— T ratio vaoaosAo ' � IAN rRaroseo NFAVOAT AND Access — , EASEMENT IN FAVOR 441 BIRCH ST. 20 1O 00 j 8 tr A t' K /� \\ \\AAA\V�i�=i�� ;';��i I I I I I I I I I I14 I I I I I I I I / v vi��,�' I I I I � s00ro2'15•w � L I -- — --- ----- �--- I 314.73 50 PROPOSED TRAIL , I PROPOSED — I Z EASEMENT NAALVANDOACCE S CITY OF LINO LAKES O: J m O 1^ z I c q 1 ^I o - o =N i v = Z ^- I o ------� >� Bo I O� I r I�VU/(—IiJ ICI VV�� I > I \ \\ I LANE > 10� —__\ - -- --- - -- - - - - �- — — — — — — -- \ I I �1�VAS I W III�--- � � � _- ---------- v BLOCK 114 l I0 I L�°. ao ------ ,00 / � -----—__— — — --- ------------------—_ __—____ __ `�\��\� Illjll:llj 111111\\ � _ / /_ 1 \ \ \\ V . — • — / / ----------------- r v�vVvVA� i��l III IIII11 �� \I1711 \ YAHa a91 III � � / , a,�cx \ ii�� V v V- I �I I I� �°•� Sao n W 0 Z ii�� jl�✓�� •� ��o c oo� c m fTl F , � �'-- — —/ I I (fJ r IF— z— IF 'I `- ------------------------ ❑ O f w DOD D °.�°•/ 1410 ' z — — — — — - o;m TOTEMMMMM�o n dog N v < < < TRAIL W I In D - - Z r o I m - I ONE �I -�_17--- - - - - _1 o -J O I 0 I I T I I I I I I � I I I I I I 1------------------- I 0 1= Ill Ill ----------- > / 1= D I I I I � I I 04111 eggo �vo v� SHEET INDEX T1 TITLE SHEET, NOTES & LEGEND C1 .1 GRADING, DRAINAGE & EROSION CONTROL PLAN C1 .2 GRADING, DRAINAGE & EROSION CONTROL PLAN C1 .3 WMC BUFFER PLAN C2.1 UTILITY PLAN C2.2 UTILITY PLAN C3.1 DETAILS C3.2 DETAILS C3.3 DETAILS C4.1 STORMWATER POLLUTION PREVENTION PLAN C4.2 STORMWATER POLLUTION PREVENTION PLAN L1 LANDSCAPE PLAN S1 & S2 CERTIFICATE OF SURVEY and RESOURCE INVENTORY S3 OVERALL PRELIMINARY PLAT S4 & S5 PRELIMINARY PLAT S6 & S7 TREE INVENTORY and REMOVAL PLAN Know what's below. Call before you dig. VICINITY MAP Y 8 t y SITE Ill Ill Ill Cad � rlarnr�orrn Rlcxe ., Celrttr Llna Lakes arke st4p fi Bif[h 5# DRAWN BY: DESIGN BY: A.G. A.G. CHCKD BY: PROJ. NO. C.W.P. 16-1596 ORIGINAL DATE: MAY 10, 2016 z O i a. U W 0 z O W i n r W w0 H z QWwQ ir U J J Ix Q J 2 Q a2Z)~O = 1) z TL 0 < W LL 0 0 W 2 Z cc � W m Q w -J UDZQW W LU co 1}z= W<~ wW>-oIx aWLL 0-0 a �a co rn c() O Z J U W J `1 _z Q (.0 0 Q Q N 0 If) 0 a 0 W 0 Q W W J rr�^ VJ z 06 W W i I o W Y � W J (� o W n z J W � r�n V , PREPARED FOR: JAMIE JANSEN SITE PLANNING & ENGINEERING PLOWE ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, VIN 55014 PHONE: (651) 361-8210 FAX: (651) 361-8701 O 1 0 50 100 1 INCH =100 FEET T1