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TRACT 13608
7 METROPOLITAN WATER DISTRICT
R.O.W. LINE (TYP)
laws
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6 0401100,000104100 use a MoMmI woommosamoses a a nowsommmom wasommemen same"we asov saw"floomme mamma
a as* weasom wamommI Bea Mae a an on,
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loom MEOW "Mamma MINIMUM,
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t� Von_
—OF-�-WAY
THE CONTRACTOR SHALL PERFORM NO' WORK WITHIN M.W.D. RIGHT
OR PROPERTY UNTIL HE OBTAINS THE NECESSARY PERMIT*.,. IT WILL BE
THE CONTRACTOROS RESPONSIBILITY *TO COMPLY WITH ALL M.W.D.
POPLAR AVENUE REQ,,UIREMENTS WHILE WORKING WITHIN THE RIGHT—OF—W
M.W.D. PIPELINE (TYP) METROP'OLITAN'S PIPELINE IN THE AREA OF THIS PROJECT IS ADEQUATE
FOR AASHTO H-20 LOADING PROVIDED THAT THE COVER OVER THE RIPELIN
IS BETWEEN FOUR (4) FEET AND 12 FEET. IF TEMPORARY COVER OVER
(3
THE PIPELINE DURING MASS GRADING OPERATIONS IS BETWEEN THREE
EXISTING WALK BEHIND CURB (TYP), FEET AND FOUR (4) FEET9 EQUIPMENT MUST BQ RESTRI--C ED TO THAT
WHICH IMPOSES NO GREATER THAN AASHTO H-10 LOADING. IF THE COVER
IS BETWEEN TWO,,,"�--(2) AND THREE (3) FEET, EQUI MENT MUST BE
POSES LOADS NO GREATER THAN THAT OF A
RESTRICTED TO THAT WHICH IM
WALL BY BUILDERI CATERPILLAR D-4 TRACK TYPE TRACTOR. IF THE COVER IS LESS THAN
IF CONTRACTOR
LOCATED; OFF. M.W.D. R.O.W. LINE. TWO (2) FEET,, ONLY HAND EQUIPMENT MAY BE USEDa
OSfS TO USE ANY EQUIPMENT OVER M -W -D- PIPLINE;WH�CH WILL
PROP
ECESSARY TID SUBMIT
FUTURE INTERIOR STREET IMPOSE GREATER THAN AASHTO H-201 IT WILL BE N
THE SPECIFICATIONS OF SUCH EQUIPMENT TO MR. JIM HALE (213) 250w`
6564 FOR REVIEW AND APPROVAL AT LEAST TEN (14) WORKI�G DAYS PRIOR
CTOR IS ALSO RESPON�IBLE FOR CONTACTING
TO ITS USE. THE CONTRA
TRACT 13608 KNOOP (213) 250-6432 TWO (2) WORKING' DAYS PRIOR TO START
MR. ART
OF WORK WITHIN THE ?I). RIGHT,—OF—WAY.
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GRADING & DRAINAGE LEGEND
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...... ................ * .............. TC TOP OFCURB
CB CATCH BASIN
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HP HIGH POINT
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LP LOW POINT
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Mr
211111 qt CENTER LINE
IV. 211111 qt
IN
RIGHT OF WAY LINE/PROPERTY LINE
47g8
C?/
("70
—12.
-NOTE: FOR LAYOUT & CONSTRUCTION SEE SHEET C FLOW LINE.
EXISTING CONTOUR
(68)
'CIA 68—
PROPOSED CONTOUR
----------- (68.00)— EXISTING ELEVATION
68'.00
PROPOSED ELEVATION
EXISTING WALL
POPLAR AVENUE
DRAINAGE IMPROVEMENTS,
(D I'NSTALL BROOKS 1212 CATCH BASIN WITH PARKWAY GRATE. DETAIL A SHEET G-7.
WITH BOLTDOWN INSERTS1
NOTE:
IN�TALL BROOK,� 2424 UTCH BASIN WITH PARKWAY GRATE. DETAIL SHEET
WI H BOLT DOW INSERTS!
FOR PICNIC AREA LAYOUT
REFER TO DETAIL A !NSTA66 4-iNG11 91A. PVC— S-914 35 DRAINLINE.
SHEET
C-14 (TYP), INSTALL 6—I,NCH DIA. PVC SDR 35 DRAINLINE. DtTAILB, SkW,;qw71
VN%DSGA INSTALL 10—INCH DIA. PVC SDR 35 DRAINLINE. DETAIL 8 5REEr G-�,
R. H.
VANDERWOOD JR.
INSTALL 12—INCH DIA. PVC SDR 35 DRAINLINE. DETAIL B. SHEET 60.
1 26
INSTAEI: 1 1�2 iNG11 94,
BROOKSLI212 CATCH BASM WITH SOLID COVER DETAIL A-4 SH E ET �-G-7 -
DATE No.
AND BOLT DOWN INSERTS.
OF CN
D W�7f 1q1__
Ann"
4t CONSULTANTS REVISIONS OAT E BY a m DEVELOPER-- S H E."E T
SO U T 1r"1% I E VILLAGE- PHASE Ill PATE JULY �b 195E!),.
4,
DRAW
IM
IN T.
LOTS 119A, 1209 134' 135 TEN -NINETY, LTD. GRADING'A"'D- DRAINAG PLA
14785 VILLAGE DRIVE gap
CFIII�CKEO V.
FONTANA, CALIFU'RNIA. FONTANA, CALIFORNIA 92335
k oF'42-
UOB'NO.
Emma
a.
A
1214 EAST GREEN STREET, PASAD CALIFORNIA. 91106 213/681-"3408
IE"�IKSS, ON P T RS TIIO�MS LANDSCAPE ADPHITECTURE 31815, CAMINO CAPISTRANO, SAN JUA PISTRANO, CA 92675 714/661-71-27
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