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<br />:ass Zephyr„ I1
<br />a • R
<br />mzn n=ae LV
<br />-- NEW ACCESS!"W "'vv - -- -
<br />UTILITY EASEMENT 2"W- = -12"V -12"W-
<br />--Wt - -i - - -_W_A-
<br />EX FIRE HYDR - ANT #7256 - --
<br />- - - LAT N28 269093 -
<br />- LONG: W82. 184776'
<br />-_ - -- - -
<br />SITE LIGHTING STATIC 65 PSI SITE LIGHTING n
<br />( J FLOW' 1,91GPRESIDUAL: 20 Psi (TAP•)
<br />BLOCK WALL TRANSFORMER IRV
<br />9
<br />1. DEVELOPER NORTH AMERICAN DEVELOPMENT GROUP
<br />400 Clematis Street. Suite 201
<br />West Palm Beach. Florida 33401
<br />Phone: 561-578-8700
<br />2. CIVIL ENGINEER HAINES. GIPSON & ASSOCIATES. INC.
<br />1550 North Brown Road. Suite 100
<br />Lawrenceville, Georgia 30043
<br />Phone: 770-491-7550
<br />�!I -- --- ---- ---- - -
<br />iv IIC IIII L s ,• 8"III _ III
<br />I
<br />-
<br />TTE
<br />EE F.D.O.T. STORM THRUST
<br />R MAIN RELOCATION BLOCK 8"x8" BGATE CROSSING BOC(TYP)
<br />VALVE VALVE
<br />_ TEE 8' SEE SHEET C-1.2 FOR CONIC.THRUST
<br />WATE8"PVC 8 PVCV8"PVC
<br />57r 45' BEND 3"PC 3"PVC 90 BEND
<br />EASEMENT 46 90• BEND
<br />®A=
<br />o
<br />-- - - - -
<br />-- -
<br />FlRE HYDRANT
<br />I W/ N _
<br />GATE VALVE �
<br />-- _�
<br />I I Y I �\ _-
<br />Q I 45• BEND I
<br />m
<br />\ p.-
<br />Z I
<br />a D.
<br />LOCATION MAP I _ a
<br />OI NEW ACCESS/ I I J
<br />U �M1 3" DOMESTIC SERVICE
<br />UTILITY EASEMENT I SITE LIGHTING-
<br />(TYP.)I 8" FIRE SERVICE
<br />EX. S.S.M.H. 6-A
<br />- I I
<br />STA: 0+00 C I'' I J
<br />TOP EL:108.69 I GI O I 1 1
<br />NV. IN:98.14 "� I c.o. 11-A y F.F.E.=108.00 FT. C.O.c.o. 12-A I
<br />INV. IN: 98.14 .� BLOCK WALL 8"x8" _ ] STA: 0+78 '+ NTV:104 00`_
<br />NV. IN: 98.84 = ---------------------
<br />ATEE INV:104.00 I I SITE LIGHTING
<br />-
<br />INV. OUT:97.96
<br />a � FIRE HYDRANT .1(. �`� (TYP.)
<br />-- TYP.
<br />- -- - - - - N I W/ GATE VALVE
<br />I
<br />6 FM •� 8 �_-- ',i _ 1
<br />CONNECTOR ROAD > -- Z - A W 12 x8 TEE S.S.M.H. 6 Da,
<br />SEE SHEET C-1.2 FOR W 12"x4" TEE STA: 3+48 con R R > FORCE MAIN & WATER (n I
<br />?A; MAIN RELOCATION Q 12"x2 *7E
<br />-- - 12 PVC 12"PVC 2'PVC
<br />�'2" METER W/ B.F.P.BACTERIOLOG
<br />ENCASE SECTION OF CRETE �f1 ONSAMPLING PC
<br />��f(�� FOR IRRIGATISEWER PIPE IN CONCRETE � S.M.Fi: 6-bAT STORM LINE CROSSING Lc STA: 0+85-TOP EL:106.40
<br />INV. IN:1INV. IN100.06 4" MEOR DOMESTIC8" D.D.C.A. f
<br />OUT:98.561[ aa FIRE SERVICE
<br />�!r PLUG CAP 1.5"PVC FOR
<br />`NEW ACCESS/ - I I FUTURE CONNECTION _ �0D
<br />UTILITY EASEMENT I 8"PVC
<br />1 � 90' BEND 6' GATE VALVE 8"X8" TEE
<br />JJ L E I 8"PVC 8"PVC 8"PVC
<br />X FlRE n
<br />LAT N28 270827 I I 4"PVC 4"PVC 4"PVC
<br />LONG W82. 185630' III 4 GATE VALVE
<br />STATIC: 55 PS! 1I ,I 4"x4" TEE
<br />RESIDUAL: 45 PS/ c 6"PVC
<br />/ FLOW.- 7,967 GPM ® 20 PSI "' >� CONIC. THRUST 10 REMOTE
<br />BLOCK (TYP.)
<br />< - - F.D.C.
<br />-
<br />o» WYE INTO 8"PVC _
<br />II I II I SITE LIGHTING I SEWER MAIN &
<br />INSTALL CLEAN OUT
<br />JI
<br />-
<br />IL
<br />-- - - --
<br />i
<br />MANHOLE II I I
<br />RIM _ 1111.17
<br />INV 1W. = 101.18 II (�
<br />INV''E. = 101.07 1 II III' I
<br />i I I I I II I III I I
<br />_-
<br />' I
<br />S.S.M.H. 7-A
<br />STA: 2+02
<br />TOP EL:108.38
<br />INV. IN:103.13
<br />INV. IN:103.93 I 'I
<br />INV. OUT:102.93 \
<br />PROPOSED GRADE I 1
<br />ns.66 \ll (r 00
<br />I o
<br />III ICROWN OF OL17ER PIPE h .�
<br />WALL ELEV. 10II to \\� JII
<br />1 >
<br />II �� TRANSFORMER 8"x8" TEE
<br />II III---E
<br />I 8" GATE
<br />III 1 REMOTE - -
<br />PROPOSED 54"RCP STORM PIPE F.D.C.
<br />OUTER WALL INV. ELEV. 96.72 III III 11 . 1
<br />PROPOSED 8"PVC WATER MAIN I C.O. 7-B
<br />TOP OF PIPE ELEV. 95.24 , STA: 2+70
<br />INV. OF PIPE ELEV: 94.54 _ -
<br />- _INV:104.55 L
<br />1' F r 8"x8" TEE
<br />F.D.O.T. STORM
<br />CROSSING #1
<br />Nor TO SCALE
<br />11.25' BEND
<br />PROPOSED GRADE III I�II� I
<br />II III11 II'
<br />112.55
<br />I
<br />I III1
<br />CROWN OF OUTER PIPE
<br />WALL ELEV: 109.62
<br />SITE LIGHTING
<br />(�.)
<br />TOP EL:106.33 EDUCE WATE LINE ¢
<br />DOWN TO 3"PVC t0� tO 106
<br />II
<br />INV. IN:102.35 I {I{ I I
<br />INV. IN: 102.35 4' GATE
<br />INV. OUT: 100.35 B" GATE VALE
<br />VALVE 4"x1 /2" TEE C.O. 6 C � - � -- SANITARY SEWER CONFLICT
<br />STA: 2+96 1/2"PVC 1/2"PVC BEND THRU DRAINAGE STIR. (SEE I I -
<br />/ .04 - - F.D.O.T. DETAIL INDEX NO.
<br />/ INV:1001 t 2" GATE 7 425-080 ON SHEET C-8.2)
<br />� I I
<br />2A C.O. 6 F
<br />L STA: 44
<br />I o r�
<br />-I INV:103.35 C.O. 6-G-
<br />TRµgDp j� STA:5+84 S.S.M.H. 6-J
<br />" STA: 7+37
<br />7RAN a s INV: 103.53
<br />--- , TOP EL:109.83
<br />8'•PVC 8'PVC 8"PVC ? 8"PVC _.- 8"PVC INV. IN:105.10
<br />B GATE VALVE 4"x3 TEE L INV. OUT:104.90 i
<br />S.S.M.H. 6-H
<br />. CONIC. THRUST 4s BEND STA: 6+14 CONIC. THRUST `!
<br />8"PVC BLOCK TYP,
<br />4"PVC ( ) C.O. 6-E c1 8"x8" TEE
<br />8"x8" Ti STA:4+84 a / / x1/4" TEE TOP EL:110.50 45 sEND- ` BLOCK (TYP.)
<br />.•0 INV. IN:104.28 L - 8"PVC
<br />1 2
<br />E. 9p• gQlp INV:103.03 INV. OUT: 103.6�_ X
<br />VALVE�1 a °L n? INV:105.93 1 4"PVC- x CONC. THRUST 45' BEND eAL
<br />45 BEND ALO C' �/ - BLOCK (TYP.) ep O 45 BEND
<br />FIRE HYDRANT L
<br />C.O. 10-A -- / AAL -- W/ GATE VALVE--
<br />- - -- --
<br />o FIRE HYDRANT STA:0+69 �� \, O 1/2" DOM.
<br />45' BEND
<br />aa. W/ GATE VALVE .- INV. 03.82 = + - - WATER SERVICE - --L -�--r- - I
<br />- C.O.
<br />INV:107.57 - S.S.M.H. I
<br />--
<br />STA: 8+68
<br />STA:0+77 -
<br />I
<br />C.O. 10-C PAD DRAIN - co TOP EL:111.18
<br />/ ` a INV. IN:105.95 I
<br />Xr C INV:104.00a i� INV:1� 9 op INV. OUT:105.75
<br />FIRE SERVICE 3" DOMESTIC SERVICE rJ o - FIRE HYDRANT
<br />TA 111 ^ O li W/ GATE VALVE I
<br />- - 4ti _
<br />fDO
<br />Z F.F.E.=108.00 FT. \ 8"xa" TEE
<br />ra • - -^ \ \ -
<br />13-A C.O. ' 0+40 0l
<br />STA:REMOTE F.D.C. I ,
<br />o r` INV:108.75 6"PVC ® STA: 9+28
<br />-
<br />-
<br />TOP EL:111.1 B
<br />o I }• NV. IN:106.45
<br />07 ' B• GATE INV. IN:106.45
<br />_ �, ' I l > e'kI VALVE INV. OUT: 106.25
<br />„f0
<br />45 BEHo� Ua TRANSFORMER
<br />7 -4- (TYP-)
<br />- _ - - o - " 8" FIRE SERVICE �O� 3____
<br />■ 1 PVC -
<br />-Z3�
<br />3 DOMESTIC SERVICE 8 PVC I
<br />F.F.E.=112.83 FT. 8"xo" TEE, - - -I
<br />L , 45' BEND �•D _.:/ ,i
<br />II t U
<br />/ 1.25" DOMESTIC SERVICE k 1
<br />�06 B" FIRE SERVICE 1_
<br />L , � 06 �
<br />n IC.O3-F F.F.E.=11 .75 FT.
<br />:3
<br />1
<br />�C..O*. * -
<br />N109.00V:, STA:10+69
<br />SINV:108.75TIC 6"PVC
<br />ca0isq I '
<br />SERVICE T �1 105 r� I �'+
<br />�-•• FIRE HYDRANT - -- - G STA:10+28
<br />=110.00 FT. o .I,- - --- - 110 -110 --r _ -E G BEND 1 �..1< 107.65
<br />W GATE VALVE pg 9 INV:
<br />8 PVCI -Ina
<br />�- I
<br />SERVICE -
<br />A C.- >� P.I.V.MONITORING I
<br />PVC CONDUIT TO
<br />�t . FOR MON TORT
<br />NT
<br />ALVE l..T - -
<br />I U C �-- -"I� U 90' BEND �
<br />a �y > CONIC. THRUST
<br />� • • CROSSINGTORM CacD I'I
<br />> •' i 1 Gl � BLOCK (TYP.)
<br />a � � C a
<br />C.0 3-E POST INDICATOR #2
<br />STA: 2+87 con
<br />a . INV:107.71 VALVE (CLUBHOUSE) \ (?�
<br />p - CL 1 , CONIC. THRUST
<br />n - V GATE BLOCK (TYP.) �4"x0.75" TEE
<br />I -- - - 90' BEND = b __ --- _ VALVE _. __ _ _ 8' GATE
<br />y F.F.E.=112.00 FT.��
<br />90
<br />C.O. 4-A - .,,, - 4-PVC 11.25 BEND VALVE i )
<br />u STA:0+41 8" FIRE SERVICE C.O. 5-A 8-PVC = CONC. THRUST
<br />INV.108.00 1 IJ 3" DOMESTIC SERVICE STA:0+41 _ _ ---
<br />BLOCK (TYP.)
<br />0 --- - .. 8"PVC
<br />_ B GATE 1125 BEND 4"PVC '
<br />_ 8"X8" TEE " VALVE ( li 45' BEND
<br />' 4 xt.25" J
<br />TEE F.D.O.T. STORM 11.2s• BEND - YARD 1
<br />IN " "
<br />r-- - J, I I CROSSING 3 - 4"x3"x1/2" TEE
<br />6_f'10 _ �;:�._ -- 110 8 x8 TEE 45' BEND 3� HYDRANT
<br />- S.S.M.H. 3-B
<br />r- -- STA: 0+16 - - - 1 REMOTE-
<br />_ -F.D.C. n _ _ S.S.M.H. 3-D
<br />EL:110.72 --- > - \ --
<br />N
<br />v INV. IN:106.89 s ' - STA. 2+15
<br />I INV. OUT: 105.79 , 1 t t - - aal L FIRE HYDRANT TOP EL:110.70
<br />I INV. I N:106.80 A _
<br />�O n I W/ GATE VALVE INV. IN: 106.99
<br />as 9 - t aoM INV. OUT:106.79
<br />Opp / OD 71,25' BEND
<br />�- - - - - - - - - -
<br />OUT�ERG WALLHV. STORMPELEV: toi zo CONIC. THRUST 8"PVC --- - 8"PVC ,_ i
<br />L BALGATE BLOCK (TYP.) 11.25' BEND B vA�LVE 90• BEND / - - - -
<br />PROPOSED Ii WATER MAIN III 90• BEND - O VE 11,25' BEND ..
<br />TOP OF PIPE ELEV. 102.70 PROPOSED III WATER MAIN / ` 8"PVC 8"PVC - 8"PVC
<br />INV. OF PIPE ELEV. 102.35 TOP of PIPE ELEV: 10170 I 8"PVC - 8"PVC 8"PVC -
<br />Nv. OF PIPE ELEV lazoo I 4"PVC VPVC _ 4"PVC 11.25' BEND 4"PVC 4"PVC 4"PVC '
<br />Ir
<br />I
<br />I CONIC. THRUST " " 4"x3" TEE 4' GATE TEES" %VALVE STOA: 1+17 CONC. THRUST%I I >" 11 yQ G 4S ��
<br />F.D.O.T. STORM II I I BLOCK (TYP.) ----moo/----- - 8x8 TEE---- ------TRANSFoTYR ; 8"x8`TEE II'1 --- INV.106�35-------------- BLOCK (TYP-) -_-I
<br />CROSSING #'s 2 & 3 ,�� - - 1 11. L-�I-- �---- -- - -,- _ !�-- - _ ,I -----
<br />- - � � .-+ �- I, C.O. 1-B �,Q
<br />NOT TO SCALE - 1 - - - - STA:0+17 c.0. 1-C
<br />/
<br />_ EX. S.S.M.H. 3-A N 11 INV:109.36 STA:0+46
<br />STA: 0+00
<br />11��ex�JJ _ INV:109.65
<br />TOP EL:115.02
<br />Il
<br />_ .REMOVED EX. BEND _ _INV. IN:105.72 REMOVED EX. BEND
<br />-- - -- -- - - - - - - - & TIE TO EX. 8 - NV. IN:105.72 -_ & TIE TO EX. 8 - - -_ -- - \'- - PV - -
<br />SITE LIGHTING 7 l - arse - �6" c
<br />(TYP.)
<br />WATER MAIN 8"x6" TEE NV. OUT: 105.62 WATER MAIN SITE LIGHTING
<br />EX 9SMH 1-A__1__1
<br />Know what's below.
<br />Cal before you dig.
<br />THE LOCATION OF ALL UTILITIES (ABOVE OR BELOW GROUND) SHOWN ON
<br />THESE DRAWINGS ARE APPROXIMATE & WERE OBTAINED FROM
<br />OBSERVATIONS AT THE SIZE AND/OR FROM THE UTILITY OWNERS. HAMS,
<br />OPSON & ASSOC, INC.; DOES NOT GUARANTEE THAT LOCATIONS SHOWN
<br />ARE EXACT. IT SHALL BE THE RESPONSIBILITY OF THE OWNER OF THE
<br />PROPERTY OR HIS AGENT AND/OR THE CONTRACTOR TO DETERMINE EXACT
<br />LOCATIONS OF EXISTING UTILITIES (ABOVE OR BELOW GROUND) & TO
<br />NOTIFY UTILITY OWNERS BEFORE BEGINNING ANY CONSTRUCTION.
<br />CAUTION -NOTE TO CONTRACTOR
<br />THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT
<br />THE LOCATION AND/OR ELEVATION OF EXISTING
<br />UTILITIES AS SHOWN ON THESE PLANS IS BASED ON
<br />RECORDS OF THE VARIOUS UTILITY COMPANIES AND,
<br />WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD.
<br />THE INFORMATION IS NOT TO BE RELIED ON AS BEING
<br />EXACT OR COMPLETE. FL. LAW REWIRES THE
<br />CONTRACTOR TO CALL THE UTILITY PROTECTION CENTER
<br />AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO
<br />REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL
<br />BE THE RESPONSIBILITY OF THE CONTRACTOR TO
<br />COORDINATE THE RELOCATION OF ALL THE UTILITIES
<br />WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS
<br />SHOWN ON THE PLANS.
<br />=w
<br />45-BEND W/ CONC. a
<br />THRUST BLOCK 7 STORM ORA o
<br />/ SANITARY
<br />SEWER LINE
<br />THREADED
<br />��([\
<br />ROD (TYP.)
<br />8'PVC / "-45' BEND W/ CONC.
<br />WATER MAIN THRUST BLOCK
<br />THREADED 8"PVC
<br />ROD (TYP.) WATER MAIN
<br />45• BEND W/ CONC. 45-BEND W/ CONC.
<br />THRUST BLOCK THRUST BLOCK
<br />MIN. 12" VERT. FULL LENGTH SECTION
<br />CLEARANCE OF 8"PVC WATER MAIN
<br />NOTE: ALL BEND TO BE RESTRAINED IN
<br />BOTH DIRECTIONS PER A.H.J. REQUIREMENTS
<br />TYP/CAL WATER MAIN
<br />DEFL ECT/ON DETA/L
<br />(NOT TO SCALE)
<br />y 8"PVC V.8"PVC 8"PVC STA: 0+00-
<br />TOP EL:113.74
<br />INV. IN:109.19 -
<br />INV. IN:109.06
<br />INV. OUT:108.99- - - - =EX. FIRE HYDRANT /j852i
<br />CONNECT 6"PVC TO CAP EX. \ LA T.
<br />N28.268422'
<br />STATIC: 55 PSI
<br />EX. S.S.M.H. AT ��WATER MAIN 14 �_Y� LONG W82.187279'
<br />�V - NEW FIRE HYDRANT
<br />INV. EL:105.50 / /
<br />W/ GATE VALVE �II
<br />WATER SERVICE _ WATERMAINMANHOLE S-13 RESIDUAL: 45 P4
<br />III \ � FLOW.' 1,96.' GPM � 20 PSI
<br />CLEANOUT STUP W/ G.V. &_ _
<br />S_16 ,: I Nv:los.00 �� TEMP. BLowoFF - - - - �� I TOP = 113.39 III F.D.O.T. DRAINAGEM ®IIE�1T "B"
<br />MANHOLE I _ �; = � 7 = = - _ �,r = = I - INV N. = 106.43 III
<br />HATCHED TDPL4�d�)3.74
<br />TOP = 113.34 _ _ .WATER INV S. = 106.49 III INV N = 1019 99
<br />°'SALVE-'�8„w- - -8"w - INV E. = 106.79
<br />INV N. = 104.97 III INV S.
<br />EX WATER MAIN &
<br />OMPOU ID METER NO TE.
<br />PER CITY OF ZEPHYRHILLS REQUIREMENTS, THE
<br />COMPOUND METER SHALL BE COMPOSED OF:
<br />- NEPTUNE HIGH PERFORMANCE PROTECTUS III
<br />STAINLESS STEEL (S) FIRE SERVICE METER
<br />NEPTUNE MACH 10 ULTRASONIC METER
<br />MANUFACTURER CUT SHEETS FOR THIS
<br />COMPOUND METER CAN BE FOUND ON SHEET
<br />C-8.3.
<br />F.D. O. T. DRAINAGE NOTE
<br />10 CONNECTION(S) OR MODIFICATIONS TO F.D.O.T.
<br />IRAINAGE SYSTEMS AND/OR WITHIN F.D.O.T.
<br />;ONTROLLED RIGHT-OF-WAY OR EASEMENTS SHALL
<br />E MADE AND STORMWATER FLOWS THROUGH THE
<br />�UBJECT SHALL NOT BE IMPEDED UNTIL AN F.D.O.T.
<br />IRAINAGE PERMIT HAS BEEN ISSUED.
<br />ZEPHYRH/LL S UT/L/TY/VOTES .-
<br />1. ALL SEWER MAINS SHALL BE SDR 26 GRAVITY
<br />SEWER PIPE.
<br />2. PROPOSED WATER AND SANITARY SEWER
<br />SYSTEM(S) ARE TO BE PRIVATELY OWNED AND
<br />OPERATED.
<br />3. FIRE HYDRANTS SHALL BE PAINTED IN
<br />ACCORDANCE WITH NOTE #40 ON SHEET C-2.1.
<br />PER THIS NOTE, THE BARREL SHALL BE PAINTED
<br />RED, AND THE CAP SHALL BE PAINTED
<br />ACCORDING TO THE RATED CAPACITY AT 20-PSI
<br />RES. PRESSURE.
<br />4. METER AND BACKFLOWS FOR DOMESTIC/
<br />IRRIGATION CONNECTIONS WILL BE PROVIDED BY
<br />THE CITY OF ZEPHYRHILLS FOLLOWING PAYMENT
<br />OF THE INSTALLATION/IMPACT FEES.
<br />OWNER/CONTRACTOR DOES NOT NEED TO
<br />SUPPLY THIS ITEMS.
<br />5. FIRE BACKFLOW (DDCA) SHALL BE SUPPLIED
<br />AND INSTALLED BY THE CONTRACTOR. A WILKINS
<br />DOUBLE DETECTOR CHECK VALVE ASSEMBLY
<br />SHOULD BE UTILIZED.
<br />LEGEND
<br />EXISTING SANITARY SEWER __SS -
<br />- -Ss- - -ss-
<br />EXISTING WATER LINE 3
<br />-W- - -W-
<br />EXISTING POWER LINE
<br />- - -OHP-
<br />EXISTING STORM SEWER --.. --
<br />-
<br />EXISTING NATURAL GAS
<br />---G- - -G
<br />EXISTING TELEPHONE
<br />EXISTING FIRE HYDRANT
<br />EXISTING UTILITY POLE
<br />EXISTING TRANSFORMER PAD
<br />TRANSz
<br />PROPOSED FEATURES ---
<br />_
<br />PROPOSED CONCRETE
<br />CURB & GUTTER --
<br />PROPOSED BUILDING
<br />PROPERTY LINES
<br />- -
<br />PROPOSED SANITARY SEWER -8"SS
<br />PROPOSED WATER LINE
<br />8"W
<br />PROPOSED UNDERGROUND
<br />UE
<br />ELECTRICAL LINE
<br />PROPOSED GAS SERVICE LINE
<br />G
<br />PROPOSED MANHOLE
<br />Q
<br />PROPOSED CLEANOUT
<br />COS
<br />PROPOSED FIRE HYDRANT
<br />PROPOSED GATE VALVE
<br />H
<br />PROP. CONCRETE THRUST BLOCK
<br />PROPOSED TRANSFORMER PAD
<br />PROPOSED WATER/SEWER
<br />-'
<br />SYSTEM EASEMENT - - -
<br />- - - - - - -'
<br />INV S. = 105.14 _ -�I / - APPURTENANCES I III INV E,
<br />�� N PLACE (TYP.) ABANDONED
<br />J 1 II UTILITY PLAN
<br />INV E. = 105.09 L = �� l�� � _ �, I
<br />I I III I GRAPHIC SCALE
<br />II
<br />I I I III 40' 0 40' 80' 160'
<br />EX. FIRE HYDRANT #8526
<br />LAT N28.269710'
<br />li LONG: 1&82.187471'
<br />STATIC. 55 PSI
<br />RESIDUAL: 45 PSI
<br />FLOW 1,652 GPM 9 20 PSI
<br />REFER TO SHEETS C-0.1 & C-2.1 FOR CONSTRUCTION NOTES
<br />(IN FEET)
<br />1 inch = 40 ft.
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<br />DRAWN BY CHECKED BY
<br />TLF RCL
<br />DATE
<br />06/29/2020
<br />SHEET TITLE
<br />UTILITY PLAN
<br />SHEET NUMBER
<br />C-2.0
<br />HOA JOB No. 2020-1
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