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BIRCHTREE STREET; TR. 16074
LOT NO.
BACKFLOW
DESIGN "AS BUILT" PREVENTER
MODIFIED
WYE
253
1+12
9+31
254
1+86
320
255
2+46
7+50
256
3+12
323
304
6+28
5+64
305
6+90
326
306
7+53
5+04
307
8+14
329
308
8+74
3+14
309
9+28
332
310
9+81
1+09
311
10+31
312
10+52
313
10+60
314
10+56
315
10+31
316
10+28
0 0 4• 80 120
GRAPH
,! SCALE
BIRCHTREE STREET; TR. 16074
LOT NO.
BACKFLOW MODIFIED
DESIGN "AS BUILT" PREVENTER WYE
317
10+01
318
9+31
319
8+71
320
8+11
321
7+50
322
6+87
323
6+25
324
5+64
325
5+02
326
4+40
327
5+04
328
4+43
329
3+91
330
3+14
331
2+54
332
1+92
333
1+09
334
0+66
REV. REVISION DESCRIPTION
Rf CORD DRAtdt-NG,. P_
... x ".,—
TOLL FREE `%��1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
BUIRCHTREE STREET
IR fESS/0Nq
2
c R
uj
.SQ�.sA� RECORD RA GG
J'l CIVIL �
�1FOFP CALF°� L1245d-
SEWER CONSTRUCTION NOTES
31 INSTALL 8" EXTRA STRENGTH V.C.P. SEWER LINE
32 INSTALL 4" SEWER LATERAL & RESIDENTIAL CLEAN—OUT (COF 125)
33 INSTALL 48" I.D. MANHOLE (COF-112)
34 INSTALL 48" I.D. CUL—DEL—SAC MANHOLE (COF-112&114)
35 INSTALL 4" SEWER LATERAL & RESIDENTIAL CLEAN—OUT
WITH MODIFIED WYE PER DETAIL ON SHT. 1
37 INSTALL 48" I.D. MANHOLE PER DETAIL ON SHEET 1
SEWER
CENTERLINE DATA
0 DELTA/BRG
RADIUS LENGTH REMARK
1 N89°04'00"E
-- 369.54' --
2 N89°04'00"E
-- 346.55'--
3 N89°04'00"E
-- 346.55' --
ENGINEER:
(SIGNATURE) (DATE)
DATE ENGR. CITY DATE BENCH MARK: PLANNING ■ DESIGN ■ CONSTRUCTION CITY OF FONTANA, CALIFORNIA
SHOULD CONSTRUCTION OF THE REQUIRED oFEsst
• IeR �N9 SE
EL = 1077.40 IMPROVEMENTS .NOT COMMENCE WITHIN TWO SEWER PLANS FOR
�o � A l TRACT 16074
YEARS OF THE DATE OF APPROVAL SHOWN �� ����� j9 `� 27555 YNEZ ROAD, SUITE 400 SCAL
CHISELED BOX IN EASTERLY TOP
y ps ■ ■ DRAWN BY:
CURB, TAMARIND AVE.; 60' SOUTH HEREON AND CARRIED FORTH IN A TEMECULA, CALIFORNIA 92591-4679 BIRCHTREE STREET AS SHOWN
OF TAMARIND CT., 500' SOUTH of DILIGENT MANNER, THE CITY ENGINEER
No .43090 C O N S U LTI N G .676.8042 ■ FAX 909.676.7240 www.RBF.com ORR
Exp. 3/31/04 JOB NUMBER
SLOVER MAY REQUIRE REVISIONS TO THE PLANS TO DESIGNED BY: TA: 0+00.00 0+ .64 15-100187
BRING THEM INTO CONFORMANCE WITH ��� �t u l� ��`� ORR APP VED Y: DRAWING NO. 9
CONDITIONS AND STANDARDS IN EFFECT. �� of Fav-v��wjj DATE: // 7L Ots CHE ED BY -",e- ��
MICHAEL A. TYL AN 11
RCE N0. 43090 EXP, 3-31-04 id I MAT A ING CITY ENGI E R.C.E. 51152 DA : 1" ( 20
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