1 2 3 4 5 6 7 8 9 10 11 12

C30
8
788.0 .1+
id STA M
0
80
1+

N
A 0 A
+ 82
1

Mid STA.2+214.49
7
+076.1
89.81

2+080Mid STA.2

.55
9

20
TA.1+

2+8
+7 7
2+ Mid STA.2+135.84

A.2
S

2+060

2+220
2+200
2+040
d

0
2 +020

80
0
M i

id S
2+000

B B

2+24

+
80

2
M
2+1
C37
80

00
5

0
C35
L4

5
0

8
L35

2+1
1+9

2+591.4
6

2+7
60

2+2

2+660Mid STA.2+659.29
C34

0
2+1

2+76
0 0

1
C4

80
2

42.9
4

2+1

0
2+2
4

2+74
L37

2+460Mid STA.2+459.27

.
1
L36

A
.2+3
00

0
T

2+72
S
2+3

2+420Mid STA.2+421.46
ST A
C36

Mid
L38

0
2+70
0

2+600
L44

2+620
2+3

0
Mid

2+68
2+640
2+ 58
A.2+512.87
40
2+3

0
C42

2+36

0
L43

56
0
C38 C43

+
2+38

2
2+440
2+400

40
+5 Mid ST
80
L39

5
C C
C40 L4

2+4

2+
0

00
L4

0
C39 2

2
2+5
L41

2
C41

D D
PLAN
SCALE 1 :1,000

300 300

295 295

E
E
290 290

285 285

280 280

F 275 275
F
LOCATION: C:\Users\aringolb\AppData\Local\Microsoft\Windows\INetCache\Content.Outlook\XUB8WIAH\Malitbog Boreholes.dwg

270 270
277.11

276.41

275.71

275.01
277.28

277.20

277.02

276.93

276.85

276.76

276.67

276.58

276.50

276.32

276.23

276.14

276.06

275.97

275.88

275.79

275.62

275.53

275.44

275.36

275.27

275.18

275.09

274.92

274.83

274.74

274.66

274.57

274.48

274.39
Excavation Invert Level
282.58

277.98

279.18

283.96

289.92

285.47

283.49

281.04

284.69

284.58

284.44

278.92

276.54

277.62

279.62

281.34

280.29

279.09

278.88

279.33

276.10

279.14

281.19

284.04

279.63

281.93

282.64

276.52

284.16

283.44

284.09
279.15

281.55

281.05
Ground Level
2+000

2+020

2+040

2+060

2+080

2+100

2+120

2+140

2+160

2+180

2+200

2+220

2+240

2+260

2+280

2+300

2+320

2+340

2+360

2+380

2+400

2+420

2+440

2+460

2+480

2+500

2+520

2+540

2+560

2+580

2+600

2+620

2+640
1+980

Station

Horizontal Geometry
R=75.00 R=75.00 R=4.50 R=75.00 R=75.00 R=75.00 R=5.25 R=4.50 R=75.00 R=75.00
on Centerline L=51.01 L=32.12 L=38.76 L=83.37 L=46.83 L=11.55 L=49.18 L=44.65 L=14.26
G = -0.44%
Vertical Alignment
on Centerline L = 3906.57
G G

NOTES:
1. ALL DIMENSIONS, ELEVATIONS AND COORDINATES ARE IN METERS UNLESS NOTED OTHERWISE. LONGITUDINAL PROFILE
SCALE 1 :1,000 (HOR) 1:250 (VER)
2. SLOPE SUPPORT TO BE ADDED IF NEEDED.
DATE: 2/28/2022 4:32:43 PM LOGIN NAME: ARINGO, LAICHA

3. TYPE OF STRUCTURAL FILL MATERIAL TO BE DETERMINED BY PIPE SUPPLIER.

4. ALL DIMENSIONS FOR THE PIPE EXCAVATION TRENCH TO BE CONFIRMED BY PIPE SUPPLIER.
5. COORDINATE GRID AND DATUM ARE PRS92, ZONE 5.
CLIENT TITLE
CLIENT CONSULTANT
STA. CLARA INTERNATIONAL CORPORATION
H JACOBS PROJECTS (PHILIPPINES) INC. PROJECT HEADRACE PIPE H
16TH FLOOR, SOUTH TOWER
0 FEB. 22 F.C.S. J.A.B. J.A.B. ISSUED FOR CLIENT APPROVAL (ADJUSTMENT OF BASE WIDTH AND SURGE TANK LOCATION)
ROCKWELL BUSINESS CENTER SHERIDAN DETAILED DESIGN OF MALITBOG HEPP PLAN AND LONGITUDINAL PROFILE 4/6
D AUG. 21 F.C.S. J.A.B. J.A.B. ISSUED FOR CLIENT REVIEW (ADJUSTMENT OF SLOPES AND ALIGNMENT) SHERIDAN STREET CORNER UNITED STREET
BARANGAY HIGHWAY HILLS
C JUN. 21 F.C.S. J.A.B. J.A.B. ISSUED FOR CLIENT REVIEW (ADJUSTMENT OF LONGITUDINAL GRADIENT) DRAWN DRAWING CHECK REVIEWED APPROVED
MANDALUYONG CITY 1550
F.C.S. A.E.B. J.A.B. J.A.B.
B MAY. 21 F.C.S. J.A.B. J.A.B. ISSUED FOR CLIENT REVIEW PHILIPPINES
T +63 2 8967 8600 DESIGNED DESIGN REVIEW SCALE DRAWING No REV
REV DATE DRAWN REV'D APP'D REVISION A.E.B. A.G.L. DATE FEB. 2022 DATE FEB. 2022
AS INDICATED
AL027800-MALIT-03-DRG-004 0

1 2 3 4 6 7 8 9 10 11 12 A1