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OSEWER DATA (PUBLIC) oWATER DATA OCENTERLINE DATA
TOP [IF NO RE 10 DELTA RADIU _ LENGTH REMARKS NO DIRECTION DELTA RADIUS LENGTH REMARKS NO DIRECTION
DELTA RADIUS LENGTH
' " 1 8 PVC 1 N 6 04 E g PVC [_9O0 1 N '2 4 E 166.8
CURB IS 0 . 0 5" 200.00 2 09'24'30 360.00 59.11 2 ' 4 0 7.47
ABOVE N 88 04 55. 3 3 N79'01
09'24'30 350.00 57.4 4 13'00 22 340.00 77.18 4 13'00 22 350.00 79.45
C E NT-E R L I N E N79'01 34 E 135.49 5 S87'58 05 E 150.62 5 S87'58'05 "E 198.87'
6 13'00 22 350.00' 79.45 6 S87-58 76.25 4 PVC C -900
7 S8T58'05 "E 20.74'
8 S8T58'05 "E 206.13'
1 INSTALL 1 -8' FL. TEE, 1 -8' FLXTYTON
GATE V ALVE. 2 -8' PL GATE W E
2 -8'x6' FLXTYT ❑N REDUCERS o
2 -6' AC x PVC ADAPTORS WITH c6 01b RESTRAINER GLANDS ON THE PVC SIDE
13 { 12 - 0 CONSTRUCTION NOTES
Cm� 1 1 Q' 1 :: =.: 1 A C. PAVEMENT OVER APPROVED BASE
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't ) `�S 35.E 2 6 A.C. BERM PER G -5 (01.1
' 14 / r 1 4.20' ® f. 10 3 6 CURB do GUTTER PER G -2
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WRi 6 MANHOLE PER S -17 U
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N 164.9 ,: •.'•''''' !�'� ' PARK N E 9 8" PVC CL -150 WATER
SEE SHEET 5 i3 m m 11 8" GATE VALVES v�
FOR OFFSITE WATER g ;,: ...,,; ,+ - _ _ J ; J
SEWER IMPROVEMENTS ATE -
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SE -. : ,. � + 59.45 / •, U
1 FIRE HYDRANT ASSEMBLY W
5.7 13 S y P /W cn + fl 67.94 -
`/ .y ;,�= 49 g7 , x y ' t 7 4" SEWE LATERAL O
NEW R/W PER FINAL MAP m �� - s�
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_ + _ M r I 22 STREET MONUMENT PER SDRSD M -10
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+ + 3 4 ; 23 INSTALL DRIVE WAY PER SDRSD G -14 N
+ . 1 24 EX. AC PAVING TO BE REMOVED 0 . �
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1 29 4" PVC CL -150 WATER Z y'
lip 30 0 PARKIN G 51 GN FI LAwF_ oNI. ~ Q
VALVE PER SDWD P ? < w, r^ L 7 Z
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TO BE REMOVED & /P BLIC 1 5T 18' 17" ❑ CURB DATA W W Lj
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_ ROADWAY PER FINAL MAP NO DIRECTION D Z p ELTA RADIUS LENGTH REMARKS O
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19 3000' AC BERM TRANSITION
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2 N88'26 04 E 121.72' TYPE G -2, O Z Z 1
3 09'24 30 368.00' 60.43' W j 4 4 N79'01'34 E 135.49
5 13'00 332.00 75.36' NOTE NOTE ALL LOCATIONS OF EXISTING U Q�
P A FR K L_ ,^o, N E 6 S8T58 05 E 127.54 UTILITIES ARE APPROXIMATE In o
7 52'01'13" 30.00' 27.24' BASED ON AVAILABLE INFORMATION Z U
GRAPHIC SCALE 8 128.23'23" ;8 .00 , 107.56 _j
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Underground Service Alert 40 0 20 40 9 1 15'04 50 48.00 96.41 NOTE; CONTRACT IS RESPONSIBLE TO
f ,,,�- 10 ' 30.00 27.24 POT HOLE & VERIFY THE LOCATION w
`\ 5201 12 o Call: TOLL FREE - 11 N8T58 05 W 127.39
\ • &ELEVATION OF ALL UTILITIES
1 -800 12 13'00 368700 83.54 Z
X 422 -4133 � IN ��) 13 S8T58 '0 05 E 147.88 PRI T❑ ANY EXCAVATION.
1 inch = 40 fL 15 088'26 04 E 32.00 115.79 --
LANTEC ENGINEERING INC.
� ah,ou • 16 54'03'52" 30.00 28.31' AC BERM TRANSITION 5055 AVENIDA ENCINAS STE 230 LJ N Z
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CARLSBAD. CA 92008 Z W W
PH (760) 931 -1000 l7 A Z
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE APPROVALS CITY OF C
ENINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO, w Q�
REVISED SEWER MH aLAT. S ZS/o PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP ED SEWER & WATER IMPROVEMENT
PLANS FOR:
AS V ON SD. C❑ SURVEY BRASS CAP IN WELL _
CENTERLINE ENCINITAS BLVD. -
V 89.97 • T tA- !1%1� - Y` PARK�LANE TRACT 3w
5 ELE V. 1 HORIZ ONTAL i' =40' CS
VERTICAL i' R.C.E. NO. 43236 DATES 3 /t5/ SD DATE, 3 (S�
M. ZOM❑RRODIAN EXP 3 -31 -200 WORK PROJECT NO. TM 98 -071 SHEET 4 OF 5
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