HomeMy WebLinkAbout3632-3EXISTING FINISHED SURFACE—
OVER C OF 2" WATER LINE
CONTRACTOR TO VERIFY
LOCATION AND ELEVATION
PRIOR TO START OF CONSTRUCTION
Ing
SEMSEW =M����
== Ste__
y�y�• ��yy Sam EMOMM-000 ME
r
Inn =11111
N
=NE;
_ f
M�
rots
SME
a�
SCS�C
r
SCSSS
MWE
•
MEM
_C^
FEES
Ss5
_w_
MINES
oil
am
PROFILE SCALE: HORIT 1 "=40'
VERT. 1"=8'
z /
CONSTRUCTION NOTES
/ 'oe� INSTALL 2" STEEL WATER LINE
INSTALL ELBOW. ANGLE PER PLAN
1 1 - BLOW OFF DETAIL -MATERIALS
- `
1 c3` I - l �/ r r I Il 1 TEE ISAME SIZE AS WATER LINE) -FLG
a(��X2�9 l I - (all 2, STEEL PIPE
_ 2" 90' ELBOW -FPT
� �� I 1 I l 2"BMETER ONZEBOX. BASSOCIALL ATED STOP2- SPQR BROOKS 37T
aFFs �0 I As LINE ro BE 7 1 � � � �- j
/' 2" BRASS NIPPLE WITH THREAD PROTECTOR
RELOCATED ` �� `i ( j / 1% COMPANION FLANGE OR REDUCING FLANGE WITH 2" FPT
AIR RELEASE & VACUUM VALVE DETAIL — MATERIALS
t" BRONZE CORP STOP - MPT
/ I STA. 215+00.52 CL BEECH AVE -- SEE SHEET 2 FOR TEE
'SAME SIZE AS WATER LINE) - FLG
_ Q r,� �' 1 " 90• ELBOW
1" STEEL PIPE
AST. 2" WATER LINE BC - ``` I kl !� CONTINUATION ON 1" BRASS PIPE. REGULAR STRENGTH
_--
TO BE ABANDONED l,' I" BRONZE GATE VALVE
CUT AND UG EXI T � "I �N� SUMMIT AVE
I" BRASS CLOSE NIPPLE
li
WATER FROM ELBO f
4 - - L_ / '� I
I 18"ADRA6 XACUUM 30 " HIGH RELIEF X3,WALVE. APCO THK STEEL I ENCLOSURE WITH LIFTING HANDLES, HOT DIP
- _ 24" WATER LINE �� I I GAL V AFTER FAB. PLACE S SLOTS. 1 X 1" DI 6" ABOVE BASE CED, ATTACH T OPLACED
BETWEEN MOUNTING ANGLES OR 90 HOLES t" DIA.. EQUALLY SPACED. ATTACH TWO
_ 3" X 2,_" X '��" ANGLES WITH 16" HOLES FOR ANCHOR BOLTS
-—� - I ° R�88.00 0 19 16 35 t" GALV. CLOSE NIPPLE AND RETURN BEND
+ 2 TRA C L�L98. 76 T=150COMPANION FLANGE OR REDUCING FLANGE WITH 1" FPT
SIGNAL COND IT 80 _ 1S" GAS , S 7 IN AREAS WHERE THERE IS NO CURB OR BERM BETWEEN ROAD AND AIR/VAC
IR t 6" , `ENCLOSURE. INSTALL RE STANDARD GALVANIZED STEEL PIPE S 24 4T/
� d IRRIGATION�� � 1 � - EACH CORNER OF CONCRETE PAD ON TRAFFIC SIDE. SET POSTS 4"
j 4 STREET
INTO CONCRETE BELOW GRADE AND EXTEND 3' ABOVE GRADE. P41NT
I CO
7+00 - LIGHT GOND.
�' TWO COATS OFYELLOW.
EXIST. 24" WATER LINE�1" CONDUIT
' TRAFFIC SIGNALS12' SEWER C ,W I DO N48'09'59"W 25g.05• I I
+00
IST. Y5WA _� } TRAFFIC SIGNALS 1 I
- lSTA. 217+86.49 V TRAFFIC SIGNALS
BEECH AVE — I _ t
JOIN EXIST. 2' WATER LINE 2 T IRRIGATION WIRE�`t _ 213+00
/ 3413END d' 9EW�t IN 4' SLEEVE N86'50'01'E
- 16.97
2 STA. 212+42.47 0 AVE
BEND
/
GRAPHIC SCALE
w e 20 w rp ,eo
/
( IN FEEL' )
RECORD DRAWINGS I inch = 4D n
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
O 0 AS–BUILT 4 2 06 �� SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Essl Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL y1TChfe WATER IMPROVEMENT PLANS
Development Reeeoarce Conealtanta, Inc. a SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER. — DRAVM B WATER ELOCATION SCAis SHOWN
DRC Civil Engineering • Land Surveying . Land Planning DIAL R.C.E. 45715 EXP 12-31-06
rwD WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO �� 12 -31 -os DESIGNED BY: � DATE:
8175 EAST KAISER BOULEVARD BEF❑RE DAYS BEFORE `OA �� TRA .16235
ANAHEIM HILLS, CA 92808 (714) 685-6860 Y❑U DIG YOU DIG yl CIV1� Off? JAM 3/25/04
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND F0F CAooF Date : -;(1.2/oG CHECKED BY: APPR BY: DRAWING NO.: 3
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT, LMG ER R.C.E. 51152 DTE: 3632 3