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1.03 9VEREAC^VAT.14fA_;9F FILL AREAS 6.02 FILL -OVER -CUT SLOPES
1 DETAIL 17118 LEGEND
GENERAL NOTES The existing ''i4e in a1 areas determined to be Where fill -over -cut slopes are to be graded the cut portion T
+stitisfactory forrfle supQort o fills shall be scarified to a 2'
of the slope shall be made and approved by,the geotechnical NOT TO SCALE
Minimum depth ,of 6 inche:s.` Scarification shall continue consultant•' prib'r to placement' of- materials..for construction
un 4l the soils are broken dowii-and free from lumps or clods. of the fill portion of the slope. T. C. TOP OF CONCRETE CURB
1. , ALL'• WORK SHALL BE DONE IN ACCORDANCE - Vi TH THE APVLI CABLE `GRADING ORD INANC$ and until the t h,e' scarified zone is uniform. The mo,i s t:u r e
AND REGULATIONS OF THE CITY OF FONTANA, THE -UNIFORM BUILDING COBE LA?LST ...+.. , content of the scarified done'. shad be adjusted to. within 2;t13," X 4" OR 2" X 4" NIP. T.B.E. GALV. !l•'S • • F.S. FINISHED" CONCRETE SURFACE
EDITION AND THE STANDARD SPECIFYCATTONS FOR PUBI:IC WORKS.`CONSTRUCTION, of optimum moisture. The, scarified zone shall then be 7.0 TRENCH BACKFILL �4^'{1
LATEST EDITION. uniformally compacted to 90$ relative compaction.
•�• : � : • A.C. ASPHALTIC CEMENT PAVEMENT
METER FLANrE, OVAL, C . I . • ..
Where fill material- is ;.,tq be placed on ground with slopes7.01 GENERAL P'••�.:` F.L. FLOW LINE
2, ADE UATE. BARRICADES, LIGHTS, FLAGMEN, SIGNS &ND OTHER SAFETY, DEVICES SHALL' steeper than 5 (horizontal) to 1 (vertical) the sloping l�" OR 2" FLG' D, 1.1ETER (USE 2
Q round shall be benched.. The lowermost bench shall be a g y GASKETS EACH SIDE OF METER) A.'7�'�; ' F.G. FINISHED GRADE OF DIRT
BE PROVIDED AS SPECIFIED IN THE TRAFFIC MANUAL PUBLSISHED'"�BY-MOE STATE OF g Trench backfill within street right of ways shall be •
minimum of 15 feet wide, shall be a minimum of 2 feet deep, compacted to 90% relative. compaction as determined by the - •a • '
CALIFORNIA DEPARTMENT OF TRANSPORTATION LATEST DIVISION. -shall expose firm material as determined by the geotechnical ASTM D1557 test method. Backfill may be jetted as a means of �� „ `.� ', a F.F. FINISHED FLOOR OF BUILDING
consultant. Other. benches shall be excavated to firm initial compaction, however, mechanical compaction will be �. OR 2 ANGLE METER STOP J -1525F. ;.� . .
material as determined by the geotechnical consultant, and required to obtain the"required percentage of."relative ,o �. • , B.S. BACK OF SIDEWALK
3. EXISTING CITY STREETS SHALL BE KEPT CLEAN OF ALL MATERIALS RESULTING FROM shall have a minimum width of 4 feet._ compaction. If trenches are jetted,.there must be a suitable -••'�,
THE GRADING OPERATIONS. THE STREET RIGHT OF WAY SHALL BE CLEANED UP delay for drainage of excess water before mechanical FACE OF C URB �.'.'• ---
.. . � E.G. EDGE OF GUTTER
DAILY, AS NECESSARY, TO MAINTAIN SAFE PEDESTRIAN AND VEHICULAR PASSAGE AT Existing ground that is determined to be unsatisfactory compaction is applied. J
for the support of fills shall be overexcavated in accordance NOTE; s,,'n;:a
ALL TIMES, to the recommendations contained in the geotechnical report 3,. SEE JOB PLANS FOR LOCATION OF METER `o',+; � E.P. EDGE OF A.C. PAVEMENT
of which these general specifications are a part. 8.0 SEASONAL LIMITS WHEN SIDEWALKS ARE ADJACENT TO THE G.B. GRADE BREAK
4. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE CURB SERVICE
"
PERMITTEE• +,3.04 OVEREJCCAVATION OF BUILDING AREAS 2 • FOR 1' SERVICE X IS 13 AND A CURB & GUTTER H.P. HIGH POINT
8.01 GENERAL NO* 38 METER BOX SHALL BE USED. FOB_
All footing areas, both continuous and spread, shall be '2k' SERVICE "X" IS 17" INND A NO. 65 ;i ts: T.B. TOP OF BERM
5. CONTRACTOR SHALL. CONTACT THE UNDERGROUND SERVICE ALERT, 1-800-422-4133, 48 g p No fill material shall be placed, spread or rolled while it METER BOX SHALL BE USED.'USE- METER
HOURS IN ADVANCE OF COMMENCEMENT OF CONSTRUCTION FOR EXISTING UTILITY undercut, moistened, and compacted as necessary to produce is frozen or thawing ,or, during unfavorable weather BOX OVE SIZE LARGER TriAN REQUiI2ED •o .' d;.. �' INV. INVERT
soils compacted to a minimum of 90$ relative compaction to a conditions. When the work is interrupted by heavy rain, fill ,s.,•
LOCATIONS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES de the ual to the width of the footing below the bottom of.. ��THEXEVER 'METER BOXES ARE TO BE PROPERTY LINE
Q p q g operations shall not be resumed until field tests by the r,
'PLACED WITHIN SIDEWAL K � OR OTHER , .:�.'.`�.• . ,� ' d' -
the footing or to a depth of 3.0 feet below the bottom of the soils en ineer indicate that the moisture content and density fl '� �•'� �': K
TO PROTECT THE UTILITY LINES SHOWN AND ANY.OTHER LINES NOT OF RECORD OR y G _ CENTER LINE
footing, whichever is less. Depth of the undercut may be of the f 11 are as previously specified. PAVED •AREA. ,. ?� ,• • .,� Q;:
NOT SHOWN ON THIS DRAWING. reduced if, during the process of the removal and '
3 • FOR TAPS ON STEEL MAIN SES STD . 4 0: ; 44
recompaction of the existing fill materials, the minimum 9.0 SUPERVISION UvIG, NO. 3-E; FOR TAPS ON A.C. OR ' � '• �' O.4 ' ► + T.W. TOP OF WALL
6. DUST SHALL BE CONTROLLED BY WATERING, undercut requirement is satisfied. C.I. MAINS THE 'FOLLOWING,WILL BE
USED. I I T.R.W. TOP OF RETAINING WALL
Footing areas shall be defined as the area extending from the 9.01 PRIOR TO GRADING MAIN 1�" 2"
7.' ANY MODIFICATIONS OF OR CHANGES IN APPROVED GRADING PLANS MUST BE APPROVED edge of the footing for a distance equal to .the width of the T.F. TOP OF FOOTING
footing or to 5.0 feet, whichever is less. The site shall be observed by the geotechnical consultant SIZE TP TAP
BY THE BUILDING OFFICIAL, upon completion of clearingand grubbing,prior to the 4" A C C'PLC' * BOSSED SIEJ VE H T.O.G. TOP OF DRAIN BOX GRATE
All floor slabs and paved areas which are in fill shall be preparation of any originalgroundfor prpaation of fill. 6" DBL. STRAP* EOSSED SLEEVE �
8. A COPY OF THE GRADING PERMIT AND APPROVED GRADING PLAN MUST BE IN THE- scarified or blade mixed to a depth equal to 1•.0 foot below " r• x �- __�. EDGE OF A.C. PAVEMENT
original grade, moistened as necessary, and compacted to a The supervisor of the grading contractor and the field 8 SQL. STRAP SGT,. STRAP _
POSSESSION ,OFA RESPONSIBLE PERSON AND AVAILABLE AT THE SITE. p g g 3.0" . SGL STRAP* SGL STRAP d' • i.
minimum of 90It relative compaction. representative of the geotechnical consultant shall have a ,� �y.;. FINISHED CONCRETE SURFACE
meeting and discuss the geotechnical aspects of the earthwork 12 'SGL. STRAP* SGL. STRAP 1�2-" OR 2•"
9. THE SOILS ENGINEER AND ENGINEERING GEOLOGIST SHALL. BE RESPONSIBLE FOR THE prior to commencement of grading. *A.C. TAPPED. COUPTiII..,TG MAY BE USED COPPER -�--- -♦- CONCENTRATED FLOW LINE
QUALITY' WORK'PERFORMED THE WORPERFORMED BY THE GRADING CON'T'RACTOR AND SHALL 4.0 FILL MATERIALS IN PLACE OF SADDLE . TUBING
' � �•�••- �-� SHEET FLOW DRAINAGE
EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING TO INSURE 9.02 DURING GRADING
COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN THEIR PURVIEW. 4.01 GENERAL 450. T/HDWL, TOP OF HEADWALL
Site preparation of all areas to receive fill shall be tested '•
Materials for the fill shall be free from vegetable matter and approved by the geotechnical consultant prior to the 13" OR 2" COUPLING, ('Z4.55) EXISTING ELEVATION
10. THE GRADING CONTRACTOR AND SUPERVISING CIVIL ENGINEER SHALL SUBMIT A and other deleterious substances, shall not contain rocks or placement of any fill. � SC,,TEAT C OP PE R
WRITTEN STATEMENT VERIFYING THAT THE WORK DONE UNDER HIS DIRECTION WAS lumps of a greater dimension than is recommended by the (T. HERE APPLICABLE) EXISTING CONTOUR ELEVATION
PERFORMED IN ACCORDANCE WITH THE APPROVED PLANS AND REQUIREMENTS OF geotechnical consultant, and shall be approved by the The geotechnical consultant or his representative shall
Q geotechnical consultant. Soils of poor gradation, expansion, observe the fill and compacting operations so that he can 2ro.5 PROPOSED ELEVATION
CHAPTER 70 OF THE UNIFORM BUILDING CODE OR DESCRIBING ALL VARIANCES FROM or strength properties shall be placed in areas designated by provide an opinion regarding the conformance of the work to 1 OR 2" ELL 9 00
THE APPROVED PLANS AND REQUIREMENTS OF THE CODE, the geotechnical consultant or shall be mixed with other the recommendations contained in this report. -..•-1Y" OR 2" J--1505 SWEAT COPPER I.D. INSIDE DIAMETER
soils providing satisfactory fill material.
O.D. OUTSIDE DIAMETER
11. ALL RECOMMENDATIONS INCLUDED IN THE GEOTECHNICAL INVESTIGATION PREPARED BY
4.02 OVERSIZE MATERIAL SADDLE WITH 1 �" OR 2 " -OUTLET. G GAS MAIN
RICHARD MILLS ASSOCIATES, INC. FOR THIS PROJECT DATED OCTOBER 30, 1989, /'"'"- ,
SEE NOTE NO, 3 THIS SHEET FOR -
MUST BE COMPLIED WITH DURING GRADING OPERATIONS. oversize material, rock or other irreducible material with a REQ UI RE 14" NT S. W WATER MAIN
maximum dimension grater than 12 inches, shall not be placed
in fills, unless the location, materials, and disposal ADDITIONAL NOTES: S SANITARY SEWER
methods are specifically approved by the geotechnical METER BOX FOR 2" SERVICE IS 17" X 28" INSIDE DIMENSION
12. CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS FROM THE CITY OF FONTANA con..sultant.' Oversize materiil shall be placed is such a ( ) W.V. WATER VALVE
ENGINEERING DEPARTMENT FOR ALL PROPOSED WORK WITHIN THE RIGHT-OF-WAY OF manner that nesting of oversize material does not occur and PRECASE CONCRETE BOX MANUFACTURED BY BROOKS PRODUCTS INC.
LIVE OAK AVENUE AND VILLAGE DRIVE PRIOR TO ANY CONSTRUCTION WITHIN THE in such a manner that the oversize material is completely W. H.. WATER METER
STREETS, surrounded by fill material compacted to a minimum of 90% REFERENCE: F.H. FIRE HYDRANT
relative compaction. Oversize material shall not be placed
within 10 feet of finished grade without the approval of the SAN GABRIEL VALLEY WATER COMPANY STANDARD DRAWING NO. 3-B FOR A
13. THE FOLLOWING EARTHWORK AND GRADING SPECIFICATIONS WERE TAKEN FROM THE geotechnical consultant.TYPICAL V-/2" OR 2" COPPER SERVICE C. M-. GAS METER
GEOTECHNICAL INVESTIGATION PREPARED BY RICHARD MILLS ASSOCIATES, INC, FOR S.M.H. SANITARY SEWER MANHOLEQUANTITIES CONSTRUCTION NOTES
THIS PROJECT DATED OCTOBER 30, 1989 AND ARE HEREBY MADE A PART OF THIS 4.03 IMPORT 0 _ o:V`. ) P.P., POWER POLE
PLAN: 250 S.F. �A CONSTRUCT 9" MINIMUM THICK PATTERNED - r -
Material imported to the site shall conform to the " ?
1.0 bENERAL DESCRIPTION requirements of section 4.01 of these specifications. CONC. PVH'T OVER 12 OF 95% COMPACTED ��?' 'S6� Q't` S. L.. STREET LIGHT
Potential import material shall be approved b the NATIVE SOIL, TO MATCH THE COLOR AND VILLAGE p1 ''�s DRIVE � y
geotechnical consultant prior to importation to the subject SHAPE AS THE EXIST. CORE DRILL 9" EXIST. TRAFFIC SIGNAL ���? -,4`���;�;Q' W C.O. CLEANOUT
1.01 INTRODUCTION INTO EXISTING CONC. PVM'T AND INSERT BOX FLU514 TO BE �. �o �a
site . 18" LONG #4 REBAR DOWEL AT 24" O.C. RELOCATED A
These specifications present our general recommendations for 5.0 PLACING AND SPREADING OF FILL
earthwork and grading as shown on the approved grading plans 75 L.F. B CONSTRUCT 8" CONE. CURB AND GUTTER TO FEATHER FORA �, SAWCUT LINE ^bx Z
9
for the subject project. These s ecifications shall cover MATCH EXIST. PER CITY STD. DETAIL 101. _ SMOOTH JOS? �s, do�i_i ?s? W
p i struc urea h1��
all clearing and grubbing, removal of existing �. 5.01 FILL LIFTS
of land to be filled, filling of the land, N t�$ ��? S �`� � �~� ?�'� Ate, -`� � �
preparation 1 EA . CO CONSTRUCT 4" THICK CONE . CURB RETURN 03�AC �90 s9J�,r'Q`'\�, 9C' r 0� _ �� S ���/
t 1 f the fill and all RAMP PER CITY STD DET I 104 SAWCUT LAIE� ti
spreading, compaction and con ro o ,
subsidiary work necessary to complete the grading of the
The selected fill material Shall be placed in nearly
horizontal layers which when compacted will not exceedrn
A L A.
(75.42)T,C.
filled areas to conform with the lines, grades and slopes as
approximately 6 inches in thickness. Thicker lifts may be
975 S.F. OD
CONSTRUCT 4" THICK CONCRETE SIDEWALK
(24.78)FL•
shown on the approved plans.
placed if testing indicates the compaction procedures are
other materials approved soil
90% relative
PER CITY STD. DETAIL 105A.
(74.11 )E.G.
The recommendations contained in the geotechnical report of
such that the required compaction is being achieved and the,
geotechnical consultant approves their use.
80 S.F. OE
CONSTRUCT 9" MINIMUM THICK CONC. PVM'T
which these general specifications are a art of shall
p
in case of
5.05 COMPACTION TESTING
STRIP,OVER 12" OF 95X COMPACTED NATIVE
• •i[1. EXIST.. COtJt
I
supersede the provisions contained hereinafter
Each layer shall be spread evenly and shall be thoroughly
3.0 ORIGINAL GROUND PREPARATION
SOILS, TO MATCH EXISTING. CORE DRILL 9"
,' SIDEWALK;
conflict.
blade mixed during the spreading to insure uniformity of
INTO EXIST. CONC. PVN'T. AND INSERT
tests shall be made at locations selected by the geotechnical
material in each layer.
consultant.
18" LONG # 4 REBAR DOWEL AT 24" O.C.
After the site has been properly cleared, all vegetation and
former vegetation
1.02 LABORATORY STANDARD
4�-V.C.P. RISER 4of--49° WYE
890 S.F. OF
SAWCUT AND REMOVE EXIST. CONC, SIDEWALK,
Ul h^
42
shall be stripped from areas graded.
be used as fill in areas
5.02 FILL MOISTURE
5.02
I
CURB AND GUTTER, PATTERNED CONC. PVM T
r�
The laboratory standard used to establish the maximum density
mixed with a sufficient amount of soil to assure that no
m
face
AND CONC. PVM'T STRIP.
appreciable settlement or other detriment will occur due to
and optimum moisture shall be ASTM D1557. Method D shall be
When the moisture content of the fill material is below that
decaying of the organic matter. Soil materials containing
Where sheepsfoot rollers are used, the soil may be disturbed
W/TIGHTENING' BANDS MIN. 2% SLOPE UNLESS
used if the amount of material passing the 3/4 inch size
recommended by the soils engineer, water shall then be added
2 EA, G�
RELOCATE EXIST. TRAFFIC SIGNAL PULL
S&SOI1'50'E
exceeds 10% by weight; otherwise, method C shall be used.
until the moisture content is as specified to assure thorough
these readings indicate that the density of any layer or fill
BOXES. EXTEND EXIST. CONDUIT (NO
PROP CURE RETURN DATA
or portion thereof is below the required density, the
bonding during the compacting process.
Any non -engineered fids encountered during grading shall be
WIRING) TO NEW BOX LOCATION AND INSTALL
x=90'00'00"
The in-situ density of earth materials (field compaction
required density has been obtained.
CONDUIT BETWEEN BOTH PULL BOXES.
8=35.00'
tests) shall be determined by the sand cone method, ASTM
When the moisture content of the fill material is above that
L=54.98
D1556 or other test method as considered appropriate by the
recommended by the soils engineer, the fill material shall be
100 S.F. G
CONSTRUCT 6'-/2" THICK A.C. PVM'T OVER
Ta35.00'
geotechnical consultant.
aerated by blading or other satisfactory methods until the
12" OF 95% COMPACTED NATIVE SOILS.
moisture content is as specified.
FEATHER A.C. OVER EXIST. PVM'T FOR A
Relative compaction is, defined, for purposes of these
SMOOTH JOIN.
specifications, as the ratio of the in-place density to the
maximum density as determined in the previously mentioned 5.03 FILL COMPACTION
laboratory standard. I
2.0, CLEARING After each layer has been placed, mixed, -and spread evenly,
it shall be thoroughly compacted to not less than 90%
relative compaction. Compaction shall be by sheepsfoot SEWER MAIN
rollers, multiple -wheel pneumatic tired rollers, or other
2.01 SURFACE CLEARING types approved by the soils engineer. 1 4� V.C.P. RISER -4 -45-WYE�7 45r ' All structures marked for removal, timber, logs, trees, brush, Rolling shall be accomplished while the fill material is at
and other rubbish shall be removed and disposed of off the the specified moisture content. Rolling of each layer shall -
mann Any trees removeremoved
as.muchshall
the root pulled
systemsuch
as a be continuous over its entire area and the roller shall make
manner so as to sufficient trips to insure that the desired density has been
possible. obtained.
2.02 SUB -SURFACE REMOVALS 5.04 FILL SLOPES PLAN
Fill slopes shall be compacted by means of sheepsfoot rollers
A thorough search should be made for possible underground or other suitable equipment. Compacting of the slopes may be
storage tanks and/or septic tanks and cesspools. If found; done progressively in increments of 3 to 4 feet in fill
tanks should be removed and cesspools pumped dry. height. At the completion of- grading the slope face shall be
y concrete irrigation lines shall be crushed in place and compacted to a minimum of 90% relative compaction. This may
An
all metal underground lines shall be removed from the site. require track rolling or rolling with a grid roller attached
to a tractor mounted side -boom. I FRONT PROPERTY LINE
2.03 BACKFILL OF CAVITIES
Slopes may be over filled and,cut back in such a manner that
the exposed slope faces are compacted to a minimum of 90%
All cavities created or exposed during clearing and grubbing
relative compaction.
operations or by previous use of the site shall be cleared of
The fill operation shall be cotitinued in six inch (6")
GROUND LIN -E-,7
deleterious material and backfilled with native soils or
by the engineer. Said
compacted layers, or as specified above, until the fill hab
sN X l
other materials approved soil
90% relative
been brought to the finished slopes and grades as shown on
v
backfill shall be compacted to a minimum of
the accepted plans.
compaction.
5.05 COMPACTION TESTING
PROVIDE WATER TIGHT
PLASTIC PLUG
3.0 ORIGINAL GROUND PREPARATION
Field density tests shall be made by the geotechnical
w / TIGHTENING BANDS
consultant of the compaction of each layer of fill. Density
tests shall be made at locations selected by the geotechnical
3.01 STRIPPING OF VEGETATION
consultant.
After the site has been properly cleared, all vegetation and
former vegetation
Frequency of field density tests shall be not less than one
4�-V.C.P. RISER 4of--49° WYE
topsoil containing the root systems of
to be Materials rembved
test for each 2.0 feet of fill height and at least every one
shall be stripped from areas graded.
be used as fill in areas
thousand cubic yards of fill. Where fill slopes exceed four
I
in this stripping process may
designated by the soils engineer, provided the vegetation is,
feet in height their finished faces shall be tested at a
g
frequency of one test for each 1000 square feet of slope
'
mixed with a sufficient amount of soil to assure that no
m
face
PROVIDE WATER TIGHT
appreciable settlement or other detriment will occur due to
.
PLASTIC PLUG
decaying of the organic matter. Soil materials containing
Where sheepsfoot rollers are used, the soil may be disturbed
W/TIGHTENING' BANDS MIN. 2% SLOPE UNLESS
more than 3% organics shall not be used as structural fill.
to a depth of several inches. Density reading shall be taken
OTHERWISE DIRECTED BY
in the comfacted material below the disturbed surface. When
ENGINEER
3.02 REMOVALS OF NON -ENGINEERED FILLS
these readings indicate that the density of any layer or fill
or portion thereof is below the required density, the
Any non -engineered fids encountered during grading shall be
_particular layer or portion shall be reworked until the
ELEVATION
IMI-MIremoved' and the underlying ground shall be
required density has been obtained.
PROPOSED R/Wf'
PER F M. NO.174SS
4'V.C.P. LATERAL
45a8ND
SEWER MAIN
comp - .
original
prepared n accordance to the recommendations for
%J &, und preparation contained in this section. After 6.0 EXCAVATIONS
cleansing of any organic matter the fill material may be used
for engineered fill.
6.01 GEJMRAL
Excavations and cut slopes 'shall be examined by the
geote-hnical consultant. If determined necessary by.the
geotechnical consultant, further excavation or overexcavation
and refilling of overexcavated areas shall be performed, .
and/or remedial grading of cut slopes shall be performed.
i
DETAIL Nil
'SCALE: t � ='lot
REFERENCE: CITY OF FONTANA PUBLIC WORKS DEPARTMENT STD. DETAIL 125
DETAIL "G" II
NOT TO SCALE
RECORD _D
THESE RECORD DRAWINGS (AS -BUILT DRAWINGS)
HAVE BEEN PREPARED BASED ON INFORMATION
SUBMITTED, IN PART, BY OTHERS. WHILE THIS
INFORMATION IS BELIEVED TO BE RELIABLE,
WOLFF/LANG/CHRISTOPHER ARCHITECTS, INC.,
- HAS NOT VERIFIED THIS INFORMATION AND IS NOT
RESPONSIBLE FOR ITS ACCURACY OR ADEQUACY,
NOR FOR ANY ERRORS OR OMISSIONS WHICH MAY
HAVE BEEN INCORPORATED INTO THESE
DOCUMENTS AS A RESULT.
a
O
W
GUTTER 1
IRSTALL FRAME PLUSH WITH PROPOSED G$ADE CLEANOUT
OF DIRT OR CONCRETE SURFACE
PROPOSED FINISHED GRADE PROPOSED FINISHED SURFACE
INSTALL ALHAMBRA FOUNDRY -
A-1240 HEAVY DUTY COVER AND
FRAME (COVER SHALL BE MARKED
"SEWER")
CONSTRUCT CONCRETE ( CLASS rt
567-C-3250) AROUND FRAME
INSTALL 4" DIA. CAST ---`07., 7..
IRON SEWER PIPE
INSTALL 1/8 (45'0) CAST IRON $END
No. 38382 " '
*
EXP. 3-31-93
J�9T C10..
I
co v P
INSTALL 4" DIA. CAST IRON WYE -
0
1/4" PER F7 MIN.
INSTALL PLUB AT END OF LATERAL
DETAIL "H" 13
NOT TO SCALE
'IrY AS
"Stwg "
CITY OF
FONTANA
FIRE ANLL
POLICE CONTACT
STATION
NO*,
0
00 -
00
FONTANA COMMUNITY
DEVELOPMENT DEPARTMENT
CENTRAL VALLEY
FIRE PROTECTION DISTRICT
FONTANA
POLICE DEPARTMENT
CONSULTANT
CARL W. DONMOYER & ASSOC., INC.
CIVIL ENGINEERS LAND SURVEYORS
609 EAST ALOSTA AVENUE, SUITE B
GLENDORA, CALIF. 91740 • (818) 963-5710
-29-70
MARK S. LAMOUREUX EXP. 3-31-93 RCE 38382
APPROVED
APPROVED
NO DATE BY REMARKS-�
A FE& 1994 MV AS -WILT!5
GRADING AND DRAINAGE PLAN
DRAWN D. R.
CHECKED M.S.I..
DATE AUG.' 90
SCALE AS NOTED
JOB NO. 8913000
JN 89-69
PWC74 Mo., 2366