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SECTION 19, TOWNSHIP 17 N, RANGE 2 E, W.M.
GENERAL NOTES: PROPOSED LEGEND:
NECESSARYRiO HCOMPLfRif THIS NWORK, A L PLL MATERIALS PNO EDGIPMENF CURB AND GUTTER
2 MNNiAIN d2" MIN COVER OVER WATER MNN FROM FINISH GRADE. LOF LINE
2" AIR AND VACUUM A~
RELEASE VALVE "/ ~ MNNFNN 10' MIN HoRIZONFAL ANO 1.5' MIN vERTICaL sEPARAFION FROM -- PROPERrv LINE
S1A 0.20+5.12. 39.00 Li SEWER MNNS. ~
RIGHT-OF-WAY LINE
STALE N FEET d. PIPE MATERIAL SPECIFIED IS DEPENDENT ON AVNU91LIiY PND COST Ai
® LIME OF CONSTRUCTION. COMRACiOR MAY PROPOSE A MATERIAL -330.- PROPOSED 1 CONTOUR
0 20~ nD SU9SiliUilON i0 RE PPPROVEO BY ENGINEER. PND CDV OF VELM. -330- PROPOSED 5~ CONTOUR
SINGLE METER SERVICE
sra A2wao. 3e.Fn L3 ~ ra cH easN rvPE 1
2" BLOW-OFF ASSEMBLY
RE HYDRANT ASSEMBLY SiA 0.20+10.83. 41.38' Li cH asN FwE 2
A 0.19+96.06, 3J 59' Li
_ 8" PLUG (RJ) ~~ STORM DRNN LINE
WI THRUST BLOCK RER EAASEO vALCVE M
~~ 510. 0.20+30.80.. 0.0.05 Li
~ _ WATER FITTING
- ~~ ~ ~
I ~ BLOW-OFF A9SEM9LY
I TER MAIN
'- 33 ~ GA E VALVE
DUAL METER SERVICE ~WAiER SERNCE W9H METER 2
~~ ~ SIA 0.20+4351. 29.53' FT / FIRE HvpRAM
AIR/RELEASE ASSEMBLY
REDUCER
> ~ GAif VALVE
\ L ` SPNIiPRV FORCE MNN
34 KEYMAP PIG w,NGH PoRr
y DUAL METER SERVICE 1~-n00' N \_LOW POINT DRAIN
SIA 0.20+56.19. 0.00' Ri ~ SEWER SERVICE
~'bo SURVEY INFORMATION:
\ BASIS OF HORIZONFPL DATUM: HELD3iHUR5FON (COUNTY 9EARINGU BETWEEN ~J9$6 AND a839 3
I E1/a Fo cEN sECF. P R .HU sTON ouN v = N e 'a ' w ANO coMPUFEO NFERSE ON
OF RAILWAY ROAD ANDEMIDDLER ROPD 130065 FROM fiE 1o 4fiPER PLAT OF PRPIRIE CREEI(C
ZELBRCSS AT ECENi ER SECTDION INTERSECTION MIpp LE R PNC RALWAY RC PNC
VERTICPL DATUM: NGW29
BASIS OF VERTICPL DATUM. HURSTON COUNTY }/GPS2
SE LSECT. COR
2" BLOW-OFF ASSEMBLY : 52 (33e 29a) To EEMA REFERENCE MARU 3 (33e 33')
: : : : : : : : STA 0.20+10.83, d1 38 Li : : : : ADDITIONPL REMARKS SH+0.04NNEGHER CHECIIfDGTO FEMA REFERENCE MARK 2 (332.21 )
C ECK RROR +p 0} H HER (NO PDJUSTMEM MADE)
2" AIR AND VACUUM 8" PLUG (RJ) THS DRAW NG S ON THE GROUND
V COMD NED SCPLE FMTOR 0.99991 J89
F 1350 8' 22%° BEND (MJj RELEASE VALVE WI THRUST.BLOCK. 350
WI WI THRUST BLOCK STA 0.20[5.12. 39 DO Li STA 0.20+3084 4005 Li
W STA Ai ]+26.54,599 L
Ex Sr NG CENTERL NE GRADE FIRE HYDRANT ASSEMBLY
STA 0.19+99 09 3J 59 Li
m W I FIRE HYDRANT ASSEMBLY PROPOSED CEMERL NE. GRADE
WI nAA~ 3990 sz zs LT
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W 1. L e' C WA EF MAN : : : : : : : : : t•.. :
Z I IS LFa.9' FVC WATER MAIN :.
CALL TWO WORKING DAYS PPPROVEO FOR CONSiRUCPON
9Y: DATE:
n+2o TT+DD T9+DD 19+0.D 1fi+fiG TG+2G ~ TG+GG 2D+DG 2D+0.G GD+fiG ®BEFORE YOU DIG s
ROAD °A° 1-800-424-5555 DEVELOPMENT REVIEW ENCINEER x I
HoR¢. 1"=20' UTILITIES UNDERGROUND LOCATION CENTER
0 ocsNN MOREN ~~ y~ wE~ NEE ROAD ~~A~° oRAwINC No.
Rno MEN oSDN ro r", scn~E we `w`reo`x `_ JOHN'S MEADOWS 2s of 48
E AED o"a"aASZfi9aalRO2rmwlpG '~s$ PLAT WATER MAIN
PAO~o 10RR5J-5R89-°01 D ..°~b ~° '°`" vELr,wnsHlNCroN PLAN AND PROFILE C 1.4.3
o MP~04-20-200fi