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-- N AM 0 1 Nf AWM _ - - FIELD VERIFY UTILITY - - LOCATIONS & DEPTH PRIOR TO CONSTRUCTION; SHALL TIE TO EX. 12" WATER HAVE MIN. 3-FT OF COVER MAIN (90' BEND) I'I 3 NEW ACCESS/ UTILITY EASEMENTIL --- EX. 12" WATER MAIN - TO BE REMOVED (TYP.) _- - - - - 41` 3 % I+ - - - -- - - -- BENCHMARK IRON R - FIELD VERIFY UTILITY382 1 - - - - - LOCATIONS & DEPTH PRIOR ELEVATION TO CONSTRUCTION; SHALL ;1- HAVE MIN. 3-FT OF COVERT _ FIELD VERIFY LOCATIONS & DEPTH — — — — — — — — — — — — — — — — — - ROADWAY AREA PRIOR TO OF ALL EXISTING UTILITIES W/IN NEW — CONSTRUCTION; CONTRACTOR OR SHALL — — — — — — -_ — - - COORDINATETr - -- 1 i A APPLICABLE UTILITY PROVIDERS) ' n ' I N 1..' 8"PVC P PVC 3"PVC 3 PVC 1E% RAI "AGE --EASEM. E I'l) fit tt 11 L6'PVc T ®" o I -- FIELD VERIFY UTILITY I C' — -�-- _- LOCATIONS &DEPTH PRIOR Ix - `i � I ( .., �--- � ❑ n (] �— y - TO CONSTRUCTION; SHALL I EX. 12" WATER MAIN fa'�`�{ HAVE MIN. 3-FT OF COVER U TO BE REMOVED (TYP.) C C O D - _ o'A PART � (--- t NEW ACCESS/ I I NEW FIRE HYDRANT LOT t t i t UTILITY EASEMENv, W/ GATE VALVE \ TIE TO EX. 6" FORCE MAIN (45' BEND) EX 6" FORCE MAIN TO r; IBE REMOVED (TYP.)FIELD VERIFY UTILITY TIE TO EX. 6" FORCE LOCATIONS & DEPTH - - PRIOR TO CONSTRUCTION - - -,� - MAIN (90' BEND) (' � 12"x6� TEE - - - 8'FM 6'FW, _ : 8'FAd FIELD F i'' __ Fl VERIFY LOCATIONS & DEPTH ' - - - -- 12"X8" TEE > > - .. I - _ OF ALL EXISTING UTILITIES W/IN NEW ROADWAY AREA PRIOR TO CONNECTQR R D > 12"X4" TEE', (CONSTRUCTION; CONTRACTOR SHALL co- ' 12"X2" TEE COORDINATE RELOCATION WITH �t REMOVED EX. BEND t APPLICABLE UTILITY PROVIDER(S) & TIE TO EX. I 12"PVC 12"PVC _ \ WATER IN EX. 12" WATER MAIN EX. 12" WATER MAIN 90' BEND / -- /I \ 5' BEND � TO BE REMOVED (TYP.) � � � TO BE REMOVED (TYP.) --= � � I -- /— ------i{-- ---- — — — �—_ -- -m �I l �k FIELD VERIFY LOCATIONS & DEPTH ou` OF ALL EXISTING UTILITIES W/IN NEW f __ n-a- %/ \ \ NEW ACCESS/ II I ROADWAY AREA PRIOR TO SHALL II CONSTRUCTION; CONTRACTOR SHALL E- i CC) - UTILITY EASEMENT i� - - - COORDINATE RELOCATION WITH ., I APPLICABLE UTILITY PROVIDERS) 8"PVC 14 8"PVC 8'PVC 8"PVC 4"PVC yy 4'PVC 4 PVC 4"PVC Y 6"PVC *-,,�7- -] I II \ YO i 4 - c° i1 LC! h":' �II�I �,Ii vU UTILITY PLAN SCALE: I"=40' LEGEND EXISTING SANITARY SEWER -ss--ss- EXISTING WATER LINE _w- - -w- - -w- EXISTING POWER LINE —OHP— —OHP— -OHP- EXISTING STORM SEWER EXISTING NATURAL GAS�- EXISTING TELEPHONE -T- - -T- - -T- EXISTING FIRE HYDRANT EXISTING UTILITY POLE EXISTING TRANSFORMER PAD TRANS PROPOSED FEATURES PROPOSED CONCRETE CURB & GUTTER PROPOSED BUILDING PROPERTY LINES - - PROPOSED SANITARY SEWER 8"SS PROPOSED WATER LINE 8"W PROPOSED UNDERGROUND UE ELECTRICAL LINE PROPOSED GAS SERVICE LINE G PROPOSED MANHOLE PROPOSED CLEANOUT C0o- PROPOSED FIRE HYDRANT X PROPOSED GATE VALVE H PROP. CONCRETE THRUST BLOCK PROPOSED TRANSFORMER PAD LEI GENERAL NOTES: • REFER TO SHEET C-0.1 FOR GENERAL NOTES AND SPECIFICATIONS. • ROADWAY PAVING SHALL MEET "HEAVY DUTY ASPHALT PAVEMENT" SPECIFICATIONS, AS SHOWN ON SHEET C-7.1. • REFER TO SHEET C-2.1 FOR UTILITY NOTES/SPECS, AND C-8.0 THRU C-8.2 FOR UTILITIES CONSTRUCTION DETAILS. • ROADWAY WORK SHALL BE COVERED UNDER SEPARATE CITY OF ZEPHYRHILLS PERMIT. • ASSOCIATED LIMITS OF CONSTRUCTION IS APPROXIMATELY 0.60 ACRES. • CURB & GUTTER SHALL ADHERE TO FDOT SPECIFICATIONS AND STANDARD PLANS INDEX #520-001. ZEPHYRH/LLS UT/L/TYNOTES: 1. ALL SEWER MAINS SHALL BE SDR 26 GRAVITY SEWER PIPE. 2. PROPOSED WATER AND SANITARY SEWER SYSTEM(S) ARE TO BE PRIVATELY OWNED AND OPERATED. 3. FIRE HYDRANTS SHALL BE PAINTED IN ACCORDANCE WITH NOTE #40 ON SHEET C-2.1. PER THIS NOTE, THE BARREL SHALL BE PAINTED RED, AND THE CAP SHALL BE PAINTED ACCORDING TO THE RATED CAPACITY AT 20-PSI RES. PRESSURE. 4. METER AND BACKFLOWS FOR DOMESTIC/ IRRIGATION CONNECTIONS WILL BE PROVIDED BY THE CITY OF ZEPHYRHILLS FOLLOWING PAYMENT OF THE INSTALLATION/IMPACT FEES. OWNER/CONTRACTOR DOES NOT NEED TO SUPPLY THIS ITEMS. 5. FIRE BACKFLOW (DDCA) SHALL BE SUPPLIED AND INSTALLED BY THE CONTRACTOR. A WILKINS DOUBLE DETECTOR CHECK VALVE ASSEMBLY SHOULD BE UTILIZED. FINISHED GRADE- (TYP) - r� x •a 45- BEND W CONC. w z w w 0 � R °d• THRUST BLOCK STORM OSANITARY SEWER LINE THREADED ROD (TYP.) 8"PVC-v U �45' BEND W/ CONC. WATER MAIN THRUST BLOCK THREADED 8"PVC ROD (TYP.) WATER MAIN 45' BEND W/ CONC. 45' BEND W/ CONC. THRUST BLOCK THRUST BLOCK MIN. 12" VERT. FULL LENGTH SECTION CLEARANCE OF 8"PVC WATER MAIN NOTE: ALL BEND TO BE RESTRAINED IN BOTH DIRECTIONS PER A.H.J. REQUIREMENTS T)D/CAL WATER MAIN DEFLECT/ON DETA/L (NOT TO SCALE) SEAL \0%II 1111111///// ENS * ' No. 52896 S T OF I L z pa CQ 0 E W W w rn CL Pi IR <0 :) E WW F- W U p" Z N O F, 0 � n" �I 5 0 W � W 0 N E 0 a ID w a w I � A I as z Io � cn r z o .� F o� a 04 ! o 0 cq �� I A �E-4 E-4E-E- , DRAWN BY CHECKED BY TLF RCL DATE 06/29/2020 SHEET TITLE NEW CONNECTOR ROAD PLAN SHEET NUMBER C-1.2 tr�a ,ioe ivo. �2o-f,