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2440 MAYPORT RD - UTILITY PLAN UTILITY NOTES: -.. TI 1. SEE SHEET C-2 AND C-3 FOR GENERAL NOTES, -- U L TY CONTACTS 2. LBYD,INC.SHALL NOT HAVE AUTHORITY OVER THE SITE OR BUILDING CONTRACTOR'S WORK OR RESPONSIBILITIES.LBYD IS NOT RESPONSIBLE FOR SITE .... UTILITY:POWER ELECTRIC 3 THE SAFETY PROCEDURES OR METHODS OF CONSTRUCTION.IC AND ALL OTHER COMPANY NAME:J WITH JEA ELECTRIC� POWER SERVICE TO BE COORDINATED ` TEL:(904)6654191 UTILITIES(EXISTING AND PROPOSED). 44, CONTACT:HARRY GAIL : UTILITY:WATER AND SEWER Civil and St ruc t ura COMPANY NAME CITY OF ATLANTIC BEFORE YOU DIG ! Engineers BEACH UTILITIES CALL SUNSHINE STATE ONE CALL OF FLORIDA ;.. OAB US AT ORE E-MAIL'DKALUZNIAK@C OR DIS Alabama LEAST TWO FULL BUSINESS DAYS BEFORE Bir ' mingham, A a TEL:(904)207-2553 DIGGINGTUBBING EARTH Huntsville, Alabama CONTACT.DONNA KALYUZNIAK Tamp Bay, Florida � a UTILITY:GAS www.lbyd.com COMPANY NAME:TECO GAS E•MAIL:APSCHERMER@T ECOENERGY COM TEL:(904)443 7320 Knowwhat's below. LBYD, Inc. CONTACT:ANDREW SCHERMER 1-800-432-4770 Call before you dig. C.O.A. #5125 . : 9887 4th Street North, Suite 201 St. Petersburg, FL 33702 Phone (727) 201(D coprW 2015 cn­ -5041 These drawings and design intent are the sole property of LBYD Inc. which may not be reproduced without written permission LBYD Project Number E. L ro'ec r _ 402-13-056 , , , _.... O t .... ... U Pp S , MATE LOMAT Z pN �0, of _ EFINISHED GRADE 13.1 AE, 0 Op CLEV EV. 0 0 T < 2.777 81 FT± LL ,, ......... , _ 6 GRAVITY E 1019± . FLOWLIN - PROPOSED BURIED POWER SERVICE PROPOSED BURIED POWER SERVICE SHOWN FOR " Z U COORDINATION PURPOSES ONLY, SEE ELECTRICAL ;: ..u. COORDINATE CONNECTION W ( 69 FEET± PLANS FOR EXACT LOCATION AND SPECIFICATIONS. ,.k.... P WITH ELECTRICAL PLANS AND JEA. 0- P COORDINATE CONNECTION WITH ELECTRICAL PLANS AND JEA, 24"DIA RCP =9.06'± TOP OF STORM PIPE y: : STORM A-2 s -- FLOWLINE 6.8 ± DS DS75 CROSSING DETAIL A r 5 : 104 KM CONCRETE CONDENSER PAD. — € € SEE MECHANICAL PLANS. COORDINATE ELECTRIC ' CONNECTION WITH \ \ t ELECTRICAL PLANS. " FINISHED GRADE=12.8 t g v • L11 .. ......... FAMI 3 FT _ N CONCRETE HVAC PAD �--+� _ N SEE MECHANICAL PLANS, 360 SF _ 8 2 314"WATER PIPES ;.. .::..: _ 9.69'± BUILDINGS MUST BE WITHIN 500 LF OF FIRE FFE=13.7 :;. FL HYDRANT.300 FT RADIUS DISTANCE FROM INCHES MINIMUM ........ EXISTING FIRE HYDRANT LOCATION SHOWS 6 w COMPLIANCE WITH THIS REQUIREMENT. " TOP OF STORM PI =9.16'+ W 24 DIA RCP CONTRACTOR TO FIELD VERIFY DEPTH OF EXISTING • „ 5 LF 6 PVC DR 35 SS 6 SANITARY CLEANOUT " UTILITY CROSSING"A J LATERAL 2. SLOPE _ . :.:: ;,.. . ., ; . ,; ; ,.. STORM A 2 WATER MAIN AND MAINTAIN MINIMUM 12 VERTICAL @ %S 0 SEE PLUMBING PLANS FOR _ (SEE DETAIL THIS SHEET) I FLOWLINE 8.38 J SEPARATION BETWEEN PROPOSED SANITARY AND EXACT LOCATION AND CONTINUATION FOR DOMESTIC n x,. 6S ANITARY CL• NOUT EXISTING WATER.CONTACT ENGINEER WITH CONFLICTS. .: ,: ;;. 5 LF 6 PVC SDR 35 SS LATERAL.SLOPE TO PROVIDE WATER AND SANITARY SEWER CONNECTIONS. FLOWLINE=10.�0 POSITIVE FLOW TO EXISTING SEWER MAIN, : i Z 162 LF 6 PVC SDR 35 SS _ _ <... STORM PIPE INVERT- 6.85'± " " �� ,: _ ... .: 104,5 :_ TIE TO EXISTING 8 PVC LINE WITH 8 X 6 X 8 PVC WYE ELEV,-7,94± ~; o LATERAL 1.0%SLOPE IF EXISTING FLOWLINE IS ABOVE ELEVATION 8,00 ADJUST UPSTREAM tl! E F PROPOSED LINE AS NECESSARY TO TIE INTO EXISTING, 6 SS 6 SS SLOPE$0 C.O. C.O. CROSSING DETAIL B V ,. P F IRRIGATION SERVICE PER CITY OF ATLANTIC 3l4 TA OR _. ... BEACH PUBLIC UTILITIES DEPARTMENT STANDARDS, �,•-� 3l4 W 314 W ........ : _,:,.......,: ,:. � 7 314 W 314 W . - , . 314 PVC DOMESTIC.. ...:._ ■ ;. :. J 314 TAP FOR DOMESTIC WATER SERVICE PER CITY OF WATER SERVICE ; UTILITY CROSSING B F _ , 'a .-... ,; : . . SIN ATLANTIC BEACH PUBLIC UTILITIES DEPARTMENT STANDARDS, ,.. SEE DETAIL THIS SHEET) ... .< , :,.. EXISTING GA LINE APPROXIMATE 314 PVC IRRIGATION ( •: WATERSERVICE OCATION NOT FIELD LOCATED y SEE LANDSCAPE PLANS FOR : :. UTILITY LEGEND , U G ., CONTUATION OF IRRIGATION : • " ( �■ 4 DOMESTIC TIC WATER METER AND f4 IRRIGATION WATER _ - -. 31 0 S 3 6 SS SANITARY SEWER LATERALCo EXISTING FIRE HYDRANT TO REMAIN .> ., : : : ..,. _ . .:. : :: CA . V NTER IN ABOVE WATER SERVICE. :_..,:. ,._. . : . . ... , ..._ �. ,... ,. Z ` METER EACH WITH RPZ BACKFLOW PRE E -. GROUND ENCLOSURE PER CITY OF ATLANTIC BEACH PUBLIC — - WATER SERVICE LINE UTILITIES DEPARTMENT STANDARDS 3I4 W U — — J UP UNDERGROUND BURIED POWER LINE _ REFERENCEONLY) , >_ SHOWN FOR REFERE C ( O C.O. 0. CLEAN OUT LLl o ., E SEE DETAIL ''■ fA Q � GATE VALVEEE DETAIL) : Q W � aLIL Z N -- Sheet Title 0 l z UTILITY PLAN rn _ O M Seal ``���C11111///�,' ,..... :: ,.., � . • e/ Date v .•'•CEN No. 70246 : 08-27-2014 Checked raven A C D B RMW MKA 0 10 20 40 SCALE 1"=20' Zn7) Sheet Number Sequence NOTE: ELEVATIONS ON THESE ROBERT M. ALKTC� 1 111 ��� PLANS REFERENCE NAVD88 DATUM. PE �o2as 3 C-9 �/ Total