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UTILITY LEGEND OHE _ - -__ OHE OHE---- - - - OHE OHE - 01 E �\ SHED F7 SHED 5' BUFFER EASEMENT WATER GATE VALVE NOTE: ALL 2" GATE VALVES ARE TO HAVE A 2" SQUARE OPERATING NUT. zi PROP 6" PVC (DR18) WATER LINE 2"X6"X6"TEE F.t. EXISTING PROPERTY LINE jj' 0 W EXISTING RIGHT-OF-WAY EXISTING SETBACK LINE m ww�` PROPOSED RIGHT-OF-WAY _ -- - -- X'41-__ X 5-2.1 PROPOSED SETBACK LINE x PROP 6 PVC (DR18) WATER LINE PROP 45 BEND I� 122 i 121 120 i 19 i 118 117 116go EX GATE VALVE, SSA4H*1 zt OHE ELECTRIC OVERHEAD LINE X X X PROP 6"x6"x8" TEE 5JEBErVCNtt�AF .5 € 7€ TOP O RI;" =75, 0' PROP 90° BEND S-4! PROP 8" GATE VALVE � �,�-- ,� UGE ELECTRIC UNDERGROUND LINE - . `ENau. ..u�GAS i RETENTION N RE NO. S SS SS ( GAS LINE PROP SS SERVICE (TYP) '•- � a{ R -A i'AS I s01 I +ONA OF / SEE DETAIL ON SHEET C701 8" PVC 8" PVC B,Av1S NOT A s-D k � �� • s <� SS SEWER LINE ALEA V 1 3I S 2.2 POOL, PARKING AND BUILDING IN THIS 11 O N r YING U€'�II >r 1 � � { AREA ARE PART OF FUTURE EXPANSION (f m SSFM L?Cr r L r I r„ O O SEWER FORCEMAIN �"'3NE E PER FI- € �A % AND ARE PERMITTED SEPARATELY X � - I •-�^-�_ ! 98 9� Ca 114 =) - � 1 v' O I r �' � 1" WATER SERVICE POOL BATH- Q EMSTING UNIDERGR+OUN -- . ` PROP. FIRE y; OHT TELEPHONE OVERHEAD LINE AND METER HOUSE ELEC R_CAL I HYDRANT TAP EXISTING WATER MAIN PER L x LAUNDRY I CITY DETAIL ON SHEET C705 PROP Y4RD UGT TELEPHONE UNDERGROUND LINE PROP 6" PVC (DR18) I 97 100 SEE HOOK-UP DETAIL ON SHEET C702 CARD - WATER LINE [ PROP 8" PVC (DR18) WATER LINE ROOM PROP 6" GATE VALVE -- - --y tj W WATER LINE PROP 6" PVC (DR18) WATER LINE 8" TO 6" REDUCER PROP 6"x6" TEE h f c PROP 45° BEND 7 EXISITING 10' EASEMENT FOR EXISITNG 6" FORCE MAIN O'HT TUCKER RD (20' R/VV) CPHE _ OHE - Fx x X -� PROP. FIRE HYDRANT .®a 6" V 96 101 112 STORM PIPE CROSSES WATER (TYP.) QS SANITARY SEWER MANHOLE SHEET l PROP 8 GATE VALVE 3 1 SEE STORM PROFILES ON C310 AND I 10' WATER ESMT yM A. .::::_ -_ -- -- UTILITY CONFLICT DETAIL ON SHEET C704 SEWER SERVICE DOUBLE SERVICE �-� ( ) ri E PROP 6" GATE VALVE j I g 95 102 i 111 �� SEWER SERVICE (SINGLE SERVICE) i 00 6„W 6„W poll'" PROP 8"x6" TEE - C -- F' u3 � SANITARY SEWER CLEAN OUT -- i I PROP 22° BEND f i PROP 2" PVC (DR18) I I \ \ II 2" GATE VALVE 2"X6"X6" TEE WATER LINE 8" TO 6" REDUCER tt ' 10' WATER E VV 15 � 16 17 E2" GATE VALVE g PVC -' SS SS 0 S-5.5 AT 1 T PROPSTORM 21 � 22 23 24 6" "W i fl 8"X8"X6" TEE PROP 8" GATE VALVE S-7.2 00 O I O 5-9,2 PROP DOUBLE SS i SERVICE (TYP.), SEE 1 DETAIL ON SHEET C701 V > 23 I 0 a I 00 I I j 00 I tJ - - S-9.1 22 27 1 PROP 8" PVC (DR18) I 5' BUFFER EASEMENT I MAJESTIC OAKS EXISTING SANITARY SEWER SYSTEM MH TOP ELEV INV IN INV IN INV OUT TYPE SIZE NOTE 1 75.50 71.24 (S) PVC 8" 2 77.09 70.47 (S) PVC 8" DRY 3 76.50 69.15 (N) 69.15 (S) PVC 8" FLOWS SOUTH 4 76.47 68.37 (N) 68.35 (W) PVC 8" NO FLOW 5 77.13 67.53 (E) 67.52 (N) 67.48 (S) PVC 8" FLOWS SOUTH 6 76.14 66.44 (W) 66.40 (N) 66.39 (E) PVC 8" FLOWS EAST 7 75.82 68.47 (N) 68.42 (W) 66.41 (E) PVC 8" FLOWS EAST 8 76.01 68.93 (W) 68.92 (S) 68.89 (E) PVC 8" FLOWS EAST g 77.32 69.38 (S) 69.32 (N) 69.32 (E) PVC 8" FLOWS EAST 10 76.36 71.32(N) PVC 8" FLOWS NORTH WATER NOTE: ALL EXISTING WATER PIPES, STRUCTURES, APPURTENANCES, AND SIZES TO BE FIELD VERIFIED BY CONTRACTOR PRIOR TO COMMENCING WORK. STORM NOTE: ALL EXISTING STORM SEWER PIPES AND MANHOLE ELEVATIONS AND SIZES TO BE FIELD VERIFIED BY CONTRACTOR PRIOR TO COMMENCING WORK. SEWER NOTE: ALL EXISTING SANITARY SEWER PIPES AND MANHOLE ELEVATIONS AND SIZES TO BE FIELD VERIFIED BY CONTRACTOR PRIOR TO COMMENCING WORK. ELECTRIC UTILITY NOTE: COORDINATE EXTENSION OF EXISTING ELECTRIC UTILITY TO PROPOSED LOTS WITH DUKE ENERGY. CONTACT INFO ON COVER SHEET. wIWATER LINE I 21 28 I LU Ow Ln I w _ I LLJ Co cn - I 01 20 I 29 Co Q z O I 1 zrn I � 19 30 I� L= Lu O7 tow -- -- I LvJ a N � 1 18 31 V a O -- I V 17 32 O �j00 1 i � I 00 I 16 33 I 11 1 1 EX GATE VALVE _ PROP FIRE HYDRANT ASSEMBLY 2 10' UTILITY EASEMENT JUMPER ASSEMBLY (TYP. AT EACH TAP) i TAP EXISTING WATER MAIN WITH 8" PVC, PER CITY DETAIL ON SHEET C705 U 1 � 69 70 I 94 103 1 �� 110 k; EiLC)C €-' °ot- WATER SERVICE (DOUBLE SERVICE) 5 6 v PROP 6" PVC (DR18) 0- - - PROP 8" PVC (DR18) -- WATER LINE ®- 00 5-5.3- WATER LINE m- WATER SERVICE (SINGLE SERVICE) I - SS _ C8 to g3 104 m 109 C. PROP 4" GATE VALVE 71 to X. ELC3G -® WATER METER _ E''i ',NC: S NITAR.Y---- , 1 L' - S-4.2-- 51 EI FM 108 r �" WATER TEE I 67 I 92 [ 105 ssm� a #2 CO 13 PROP 8"x4" TEE 72 I 9 EXISTING SANIIAR' SEAS ER ►� GATE VALVE 6?cF PROP SINGLE SS SERVICE (TYP) V = -- I d FIRE HYDRANT �w, SEE DETAIL ON SHEET C701 a 66 91 106 1 107 _._._� _ ! I Cn O0 PROP 8"x2" TEE 73 Q ELECTRICAL TRANSFORMER PROP 2" GATE VALVE _14-- ,Y ° ram. PROP GATE VALVE �' I 65 90 18 19 20 E: ELLiG a .... ...._... ....-.............. ... " TAP EXISTING WATER MAIN PER I CITY DETAIL ON SHEET C705 i 74 J EXIST`NG SS LINE cn S SSGRAPHIC SCALE: - 1 I I EXISTING WATER,h ' -u•+ ,_..._....__.. _.. 75 1 -- LINE (�� _ -•F ,! PROP 8" GATE VALVE V.„T �€ 0- �C63� _ _ r 88 � y E GSTI i G SANITARY 26 27 25 - � 1 v t: O v S y7ER €=°4 co Cn 4. PROP 8"x8"x8" TEE O V 1 �E M 10' WATER ESMT I 62 - _ a rw 87 K• � J 5.1� ,E PROP 8" PVC (DR18) TYPICAL LOT WATER LINE I u �0 _ 49 i 50 61 - _ 86', j > PROP 8"x8"x6" TEE -- ®- O PROP. DOUBLE WATER Ru y� SERVICE (TYP.) 48 I j . PROP 8" PVC (DR18) ®® -- WATER LINE -7g TYPICAL SERVICE Q r 47 52 I SSMIH -3 E I s 7.1 - > I 80 83------ O ac au i ity APPROVALS Flom Know what's below. CaII before you dig. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. NOTICE: CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILTFY FOR SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS. COPYRIGHT ©2018 ATWELL LLC NO REPRODUCTION SHALL BE MADE WITHOUT THE PRIOR WRITTEN CONSENT OF ATWELL LLC J J Ul g�a 'eao Q Q= m LL IU LU LU J H Q a > O L J = V d N ('4z rl N O Q d N M 0 to Q r1 cn IX Z w Q r+ I �� 58 ! 1 �m. �a�"a s [ F--, d Z EXISTING SAN TARY SEWER ._�• .. ._« < �- �,s - ��m r� .. 46 53 -- -- i MANHOLE ly ar Z O Q zu LU i2 . -. 1 W57 I I O p ».... • V 45 54 1 1 PROP 90, BEND ,.w> _ 8 CONSTt�UL"iTOY a+a++�."�u.n. V i V ... ooNsurA�as, Lac. 9Lt,� d H _ I _.....w.°'".1agua x.Y�a»T°s �..-+.�...... ae a�Aruaws«s- sue. _ yrn vss z t/i � .ae=reM7vk«»�. &."P* d p"". ..». �X "�.�. ,;.° 10JE3TlC OASp G(INMU7VTTY 44 55 1 PROP GATE VALVE_ I ' S6 5-4.1, SHED ; �I,f I • ' �f SHED I 43 ;a EX D & ® L L TAP EXISTING WATER MAIN PER 55N1H CITY DETAIL ON SHEET C705 1 42 _-s=.._.- s5 EX SSMH cr ss �--- Gs _ - ss #4 r") -- ru EXISTING SANITARY SEWER ,. MANHOLE SHED EX SSMH 41 #5 80 40 A SHED I EXISTING SS LINE 39 > C'I - EXISTING WATER Y_- f LINE (APPROXIMATE 38 ( LOCATION) PROP GATE VALVE EXISTING SS LINE S -- < - - �s Su >� SS --- gg S:.i 3 SS ..� ----�- S5 w ss �� v+: _. _x` � t•'vr __ W 4°4tf + #b - SSA' , TAP EXISTING WATER MAIN PER CITY DETAIL ON SHEET C705 EXSSMH I EXISTING 8" WATER LINE EX I APPROX. LOCATION EXIST FIRE HYDRANT ASSEMBLY 1- 3 W W ',N EX SSFM LIFT STA77ON g-k � " -- O -- __.-....._......._, ...... """..... xATRit PLiF! - :xe u.ar as t O V w CITY OF ZEPHYRHILLS 1 Q UTILITIES DEPARTMENT 7. FIRE HYDRANT TESTING AND REPAIR REPORT DATE 02/07/2017 Hydrant Information Location: 39735 Laurel Valley Blvd./Agape Church Hydrant #: 8302 0411912018, CTITTiYCfdWW-NTS Cross Street: Chancey Rd. Date: 4/12/2017 Sub Division: Majestic Oaks District: Main Size: 81, Shift: In/Out of City Limits: In Public/Private: Public Hydrant Testing Information Test Hydrant # 8302 Flow Hydrant ## 8367 REVISIONS Outlet Diameter: 2.5" Outlet Diameter: 4,5"/ 4" Diffuser it yl Static Pressure: 76 psi Static Pressure: 76 psi a`,`,��ti1111i11111111//7j�7 Residual Pressure: 60 psi Hydrant Flow (GPM): 14 psi/1,610 GPM S8 "\, RD � % Bonnet/Cap Color. :3 Red ❑ orange p Green ❑ glue �N� CIFIr QA C/��o Hydrant Repair Request: n None 0 Repairs Needed y R N 60088 N Will Not Coe- I 1 Missing Chains ❑ a Needs Grease ❑ Missing Caps ❑ 2 1/2" ❑ 41/2" TATE OF Obstructed E Dry Hydrant ❑ '��ii ••• I� Q•' �'� �� Leaks ❑ Tao Low D ss'/®��.I•Q•��G\``�� ii�j1N AL �`1� Needs Painting: El Entire Hydrant ❑ Caps D sonnet Blue Street Marker: ❑ Yes ❑ No 0 30' 60' Comments SCALE: 1"=60' DRAWN BY: AS Person Inspecting: { • � � q Date: it f CHECKED BY: DG Repairs Completed BY: Date: PROJECT MANAGER: DG Follow -Up Inspection Data JOB #: 16002627 Person Inspecting: Date: FILE CODE: ## Repairs Completed By: Date: SHEET NO. C400