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SITE AND UTILITIES PLAN <br />CONNECT TO EXISTING SANITARY MAIN. <br />VERIFY MAIN SIZE AND LOCATION. <br />(� <br />i CONNECT TO <br />EXISTING 12" w �� <br />_ _ p <br />_ HOPE WATERMAIN. 'N�aWz <br />CONNECTION <br />SHALL BE TEE, - ase <br />NOT TAP. <br />moo@ ,zA, - <br />>�o` <br />OWEL <br />q <br />� -, i �,,; *. � ��°� � `�I-ta �- oo_—'•s=EN(lE <br />ou <br />ED <br />T 1 SAN TARYLTY E SEWER CONNECTION <br />LOC <br />PROP. MENU AND \ _ ak'�. `® 3 _ ou FELDTIVERIFIED. ALL EXISTNGNUTILIITES BE � <br />ORDERING SPEAKERS� MUST BE FIELD VERIFIED (SEE GSOCNOTE BELO.). <br />d <br />�,. •' 2. CONTRACTOR TO CONTACT ENGINEER <br />(•- "rp - I ,� / �' IMMEDIATELY EXISTING DISCREPANCIES OR VARIATIONS FROM THE W <br />�6 <br />o <br />PLANLLl <br />] SANITARY SERVICE IS XXXXX. <br />4. WATER SERVICE IS XXXXXX. �y = <br />5. ALL UTILITES AND PLUMBING TO BE <br />9 I w,rvlZ / COMPLETED PER CITY CODE AND 2015 <br />mp��_' r as ' C M NNESOTA PLUMBING CODE U Y � <br />I l T °p+ 6 CONTRACTOR SHALL CODRDNATE ALL W U <br />/ WORK WITH PUBLIC AND PRIVATE UTILITY z % Q <br />COMPANIES <br />@ e <br />ATION AND <br />CD NEDf <br />7. ICTOINNTYPES HOUSING <br />BECCOORDINATED _m � <br />WITH <br />RRGATON SYSTEM DESIGNER Y W <br />UTILITIES ON PLAN ARE SHOWN WITHIN W J CL <br />THE BUILDINGS THE CONTRACTOR Q W O <br />IS ULTIMATELY RESPDNSIBLE FOR FINAL U Q J <br />��� CONNECTION TO BUILDING LINES W <br />lO 3— W p / / COORDINATE WITH ARCHITECTURAL AND Lo <br />r 3 *� o �J �' I .p l = MECHANCAL PLANS ACCORDNGLY. W <br />1,� 9 ALL EXISTING UTILITY LOCATIONS <br />SHOWN <br />GOPHERASTATE ONEXICALL FORNTAC UTL TY Do <br />'I WWWW "9q p- LOCATIONS AT LEAST 48 HOURS PRIOR <br />TO CONSTRUCTION DR EXCAVATION. <br />_ ® / 10. CONTRACTOR SHALL REPAIR DR <br />REPLACE ANY UTLITIES DAMAGED DURING <br />CONSTRUCTION. <br />11 CONCRETE THRUST BLOCKING AT 6' <br />WATER PIPE BENDS PER CDDE. <br />�� ya'� / 12 MINIMUM OF ] FEET OF COVER IS <br />REQUIRED OVER AL WATERMAN, UNLESS <br />OTHERWISE NOTED EXTRA DEPTH MAY BErT <br />REWIRED TO MAINTAIN MINIMUM OF 1B" <br />/ LOT VERTICAL SEPARATON TO SANITARY OR <br />STORM SEWER LINES. WATERMAIN AT t — - 20 1eN <br />-y't EXTRA DEPTH IS INCIDENTAL <br />4 y/ 13 MINIMUM OF 10 FEET HORIZONTAL <br />SEPARATON AND VERTICAL <br />SEPARATION IS REWIRED FOR ALL MAIN Sroe i. Feet <br />UTILITIES <br />o <br />ENGINEERING <br />r z. <br />AW c <br />LOT 5 ' V I :. O / DRAWN BY KLB re <br />CHECKED BY: KLB <br />ED DESIGNED BY: KLB <br />JOB ND. 22-01 <br />DATE: 4-7-22 <br />SHEET SHEETS <br />C3 1 8 <br />