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m I 1 } I + } ' I I I I I I I 10 I I I } I I I } I } I I � I I I I I I I � 11. I+I } + I 0 I i i O I I II f I I I i I I I I I'. ' I I I I i I I II I � I i i I I i \ I \N I I I I I I � I I O 4�h I I � I I + I I I i 0 I I I I 0 i I I I I I I N89059'50"W 196.10' Service Lateral Notes: IT IS THE RESPONSIBILITY OF THE CONTRACTOR DURING THE INSTALLATION OF ALL SERVICES LATERALS (SEWER AND WATER) TO COORDINATE ALL VERTICAL CLEARANCES/CONFLICTS WITH EXISTING AND PROPOSED PIPING, CONDUITS, AND SOFT UTILITIES (EXISTING AND FUTURE). Z i 0 �- _a 0 U w ❑ I 0' 20' 40' SCALE: 1" = 20' O 0 z ~ v ¢w>—w—ozw Of h- U) z o 01 O w p O O 11 N m a I\ 00) O Ix z coN Z T ¢ 0 O cm Q O a Ir UTILITY LESSEN® � � a a ❑ w U w w ~ EXISTING SIGNAGE U)Q z m o ) `n COL) UTILITY POLE \ WU) o w w 0 w LL --� EXISTING GUY W/ WIRE Z¢aaJ Iri P ! ❑ aC m W EXISTING WATER MAIN U)W o m w d J (A Q O> (q EXISTING SANITARY MAIN oo - - - - - EXISTING OVER HEAD WIRES �� 0 o ❑ ® EXISTING CHECK VALVE Q EXISTING GATE VALVE o T - EXISTING FIRE HYDRANT Lua i if U) o a EXISTING REDUCER a o � cl, cc co 0 O EXISTING BLOWOFF u oo= cc4 U W m F., co ® EXISTING WATER METER J a � o v _..... _..._. O C-3 = co Z N C:3 EXISTING SANITARY MANHOLE o CD O x Ma -,- =a> N d m a l.L Q EXISTING SANITARY CLEANOUT ar, C7C7zwcnCfcn J ZZo=�Z SS SANITARY SEWER J °; z¢ v W w Z U ¢ • PROPOSED CLEANOUT - CO = c� = J w z Z PROPOSED STRUCTURE NUMBER �_......_. ... J J Q Q Z >_ = CL M ►® PROPOSED GATE VALVE E 0 o Qom V PROPOSED FIRE HYDRANT a J Z ATE VALVE N PROPOSED REDUCER N • PROPOSED BLOWOFF Zi ® PROPOSED WATER METER O 0 oc PROPOSED BACKFLOW PREVENTER Z WL WATER LINE CONNECTTO EXIST. UTILITY NOTES: SANITARY STUB IE = 122.75 1 rnKlT0ArTnGa cue! ! MM rl vC:rsicV ! n('AT!nn!C �! GVAT!nn!C An!rti V. WVly 11 —n I Vl I Vl 1llLL /'wVvv I l "I- V I ILl I ILt.I vvI i I HIN I I I" Lllvil I a Vl CONSTRUCTION TO MEET PROPOSED GRADES. 4. ALL UTILITY SHALL BE C900, DR-18 PVC UNLESS OTHERWISE NOTED. 5. REFER TO ARCHITECTURAL PLANS FOR EXACT UTILITY BUILDING ENTRANCE LOCATIONS. 6. CONTRACTOR SHALL INSTALL AIR RELEASE VALVES AT ALL HIGH POINTS IN PROPOSED FORCEMAIN TO PREVENT AIR LOCKING. 7. WATER SUPPLY (HYDRANT) SHALL BE ACTIVE ADJACENT TO SITE ONCE COMBUSTIBLES ARE BEING BROUGHT ONTO SITE. 8. FDC CONNECTION SHALL BE 5" ANGLED STORZ CONNECTION. IT SHALL BE MARKED WITH SIGNAGE THAT IS EASILY NOTICEABLE_ AT NIGHT. 9. CONSTRUCTION OF BUILDING SHALL BE COMPLIANT WITH NFPA 1 SECTION 30.2, NFPA 101 CHAPTER 40 AND NFPA 30A. 10. ACCESS TO SITE SHALL BE PROVIIDED WITHA A HARD PACKED SURFACE, 20' WIDE SUITABLE TO WITHSTAND THE WEIGHT OF A LARGE FIRE APPARATUS, THIS SHALL BE MAINTAINED DURING CONSTRUCTION. of ii WC C R O S SING S NU T S: MAP REFERENCE: WASTEWATER MAINS SHALL CROSS UNDER POTABLE WATER PROPERTY IS LOCATED WITHIN THE ZEPHYR MAINS, WHENEVER POSSIBLE. THE MINIMUM VERTICAL COMMONS COMMERCIAL SUBDIVISION AND IS DISTANCE BETWEEN MAINS AT A CROSSING IS 18 INCHES. THE RECOGNIZED AS PARCEL 10 IN THE RECORDED CROSSING SHALL BE ARRANGED SO THAT THE WASTEWATER PLAT. (BOOK1, PAGE 55) AS SURVEYED BY AVID GROUP JOB NO.2673-001, DATED 08-24-2008. S MAIN JOINTS WILL BE EQUIDISTANT AND AS FAR AS POSSIBLE H FROM THE WATER MAIN JOINTS. (SEE DETAIL ON SHEET.9) ELEVATIONS SHOWN ARE NGVD 29. E E (SEE SURVEY FOR CONVERSION FACTOR) T NC 5 01 I T i Tr — r!rr