HomeMy WebLinkAbout2769-2(GENERAL GRADING NOTES 0.1' TYPICAL UNLESS
OTHERWISE SHOWN
t. ALL GRADING SHALL CONFORM 70 THE UNIFORM BUILDING CODE, CHAPTER 33, 1/4 r- s 1/2" RADIUS
AND CiTY OF FONTANA. (TYPICAL)
2. GRADING SHALL NOT BE STARTED WITHOUT FIRST NOTIFYING THE CITY GRADING
INSPECTOR. A PRE-GRADING/CONSTRUCTION MEETING ON THE SITE 15 111 =11 °B11
REQUIRED BEFORE THE START OF GRADING WITH THE FOLLOWING PEOPLE
PRESENT: OWNER, ARCHITECT, GRADING CONTRACTOR, DESIGN CIVIL ENGINEER, PROPOSED PROP. F.S. OR
SOILS ENGINEER, SUPERVISING CIVIL ENGINEER, GEOLOGIST, CONSTRUCTION GRADE OF 1 A.C. PAVEMENT
COORDINATOR, AND CITY GRADING INSPECTOR. THE REQUIRED INSPECTIONS FOR DIRT
1 % MIN.
GRADING WILL BE OUTLINED AND EXPLAINED AT THIS MEETING. iv --..-
3. AN APPROVED COPY OF THE GRADING PLAN SHALL BE ON THE PERMITTED SITE
WHILE WORK IS IN PROGRESS.
: 4:12 BATTER
4. CUT AND FILL SLOPES SHALL BE NO STEEPER THAN 2 FOOT HORIZONTAL TO 1
FOOT VERTICAL (2:1) EXCEPT WHERE SPECIFICALLY APPROVED OTHERWISE.
5. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH THE EARTHWORK
SPECIFICATIONS AND ANY AMENDMENTS AND SUPPLEMENTAL REPORTS. TWO SETS OF 10"
THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ARCHITECT WHICH
SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND A WRITTEN REPORT NOTE: CONTROL JOINTS TO BE A MINIMUM 1/4" NOTE: WEAKENED PLANE JOINTS
THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE REQUIREMENTS OF BITUMINOUS FELT AT 24' O.C. MAXIMUM AT 10 FOOT INTERVALS
THE EARTHWORK SPECIFICATIONS. AND AT BEGINNING AND END OF CURVES AND MAY BE SAWCUT
6. ALL GRADING SHALL BE DONE UNDER THE OBSERVATION OF A COMPETENT SOILS NOTE: WHEN USiNG VARIABLE CURB FACE HEIGHT OF BETWEEN 0" AND 8"
ENGINEER WHO SHALL STATE THAT ALL FILL HAS BEEN PLACED iN ACCORDANCE C.F. HOLD 4:12 BATTER AND 6" CONCRETE BELOW FINISHED SURFACE
WITH THE PROJECT SPECIFICATIONS AND SHALL SUBMIT A FINAL COMPACTION
REPORT FOR ALL FILLS OVER 1' DEEP. DETAIL "A" 0
7. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL PERFORM 6" PLANTER CURB
ALL FIELD ENGINEERING AND SHALL SUBMIT A WRITTEN CERTIFICATE STATING NOT TO SCALE
COMPLETION OF ROUGH GRADING AS TO LINE, GRADE, ELEVATIONS AND LOCATION
OF CUT FILL SLOPES, IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR
TO THE START OF THE BUILDING CONSTRUCTION. SAID ENGINEER SHALL BE HIRED
AND PAID FOR BY THE CiTY OF FONTANA.
8. FILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90% RELATIVE
COMPACTION. AGGREGATE BASE FOR PAVEMENT AREAS SHALL BE COMPACTED
TO MINIMUM OF 95% RELATIVE COMPACTION. MAXIMUM DENSITY SHALL BE
DETERMINED BY ASTM D1557 OR APPROVED EQUIVALENT, AND FIELD DENSITY BY
NUCLEAR GAUGE OR SAND CONE TEST METHODS.
9. AREAS TO RECEIVE FILL SHALL BE PREPARED IN ACCORDANCE WITH THE
GEOTECHNICAL RECOMMENDATIONS AND DOCUMENTED AND APPROVED BY THE
SOILS ENGINEER PRIOR TO PLACING FILL.
0. FILLS SHALL BE BENCHED INTO COMPETENT MATERIAL AS PER SOILS ENGINEER
RECOMMENDATIONS.
1. ALL EXISTING FiLLS, IF ANY, SHALL BE REMOVED PRIOR TO PLACING ADDITIONAL
FILLS.
2. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTiL THE GROUND HAS BEEN
CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL.
3. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL
SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE PLANTED
WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND
INSTABILITY IN ACCORDANCE WITH LOCAL ORDINANCES. SEE LANDSCAPING
PLANS AS REQUIRED.
4. ALL CUT SLOPES SHALL BE INVESTIGATED BOTH DURING AND AFTER GRADING
BY THE ENGINEERING GEOLOGIST TO DETERMINE IF ANY SLOPE STABILITY
PROBLEM EXISTS. SHOULD EXCAVATION DISCLOSE ANY GEOLOGICAL HAZARDS
OR POTENTIAL GEOLOGICAL HAZARDS, THE ENGINEERING GEOLOGIST SHALL
SUBMIT RECOMMENDED TREATMENT TO THE CITY INSPECTOR FOR APPROVAL.
5. WHERE SUPPORT OR BUTTRESSING OF CUT AND NATURAL SLOPES IS
RECOMMENDED BY THE ENGINEERING GEOLOGIST AND SOILS ENGINEER, THE SOILS 6" 6"
ENGINEER SHALL SUBMIT DESIGN, LOCATIONS AND CALCULATIONS TO THE CITY
INSPECTOR PRIOR TO CONSIKUCTiON. THE ENGINEERING GEOLOGIST AND SOILS
ENGINEER SHALL OBSERVE THE CONSTRUCTION OF BUTTRESSING AND EVALUATE
THE STABILITY OF THE SLOPE AND ADJACENT STRUCTURES UPON COMPLETION.
6. STOCKPILING OF EXCESS MATERIAL SHALL BE APPROVED BY THE ARCHITECT
PRIOR TO EXCAVATION.
20
7. ALL TRENCH AND WALL BACKFILL SHALL BE COMPACTED TO A MINIMUM OF 90%
RELATIVE COMPACTION AND SHALL BE OBSERVED AND TESTED BY THE SOILS
ENGINEER PER THE GRADING CODE.
8. THE COMPACTION REPORT FROM THE SOILS ENGINEER SHALL INDICATE THE TYPE
OF FIELD TESTING PERFORMED, EACH TEST SHALL BE IDENTIFIED WITH THE METHOD � 0
OF OBTAINING THE IN-PLACE DENSITY, WHETHER NUCLEAR GAUGE OR SAND CONE
AND SHALL BE SO NOTED FOR EACH TEST. REPRESENTATIVE MAXIMUM DENSITY
CURVES SHALL BE USED BY THE FIELD TECHNICIAN TO HELP EVALUATE RELATIVE
COMPACTION OF FILL AND BACKFILL.
2#-2-
6' n
1/4- 2 1'-6"
{NPICAL)DIUS \
it MIN.
F.L. AT 0.50%
MINIMUM
n
4" � 2'-4" I 12"
AS REQUIRED
NOTE: CONTROL JOINTS TO BE A MINIMUM 1/4" NOTE: WEAKENED PLANE JOINTS AT 10 FOOT
BITUMINOUS FELT AT 24' O.C. MAXIMUM INTERVALS AND MAY BE SAWCUT
AND AT BEGINNING AND END OF CURVES
DETAIL "Bn
6" CURB WITH 18" GUTTER
NOT TO SCALE
NOTE: WEAKENED PLANE JOINTS AT 10 FOOT
NOTE: CONTROL JOINTS TO BE A MINIMUM 1/4" INTERVALS AND MAY BE SAWCUT
BITUMINOUS FELT AT 24' O.C. MAXIMUM
AND AT BEGINNING AND END OF CURVES DETAIL Dm 0
3FT. WIDE DRAINAGE SWALE
NOT TO SCALE
1% MINIMUM
II{ill it I{il�l 11
PROPOSED
- F.L AT 0.50% GRADE
MINIMUM
19. THE SOILS ENGINEER AND ENGINEERING GEOLOGIST SHALL PROVIDE OBSERVATION III -III III -111
AND TESTING SERVICES DURING GRADING AND CONSTRUCTION TO EVALUATE III III
COMPLIANCE WITH THE PLANS, SPECIFICATIONS AND THE CODE WITHIN THEIR
(COMPACTED SUBGRADE AT 90%
PURVIEW. MINIMUM OF iTS MAXIMUM DENSITY
?0. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED MEASURES.
COMPLY WITH ALL CONTROLLING ORDINANCES AND LAWS. NOTE: CONTROL JOINTS TO BE A MINIMUM 1/4"
BITUMINOUS FELT AT 24' O.C. MAXIMUM
21. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE.
22. THE LOCATION AND PROTECTION OF ALL EXISTING AND NEW UTILITIES IS THE NOTE: WEAKENED PLANE JOINTS AT 10 FOOT
RESPONSIBILITY OF THE CONTRACTOR. INTERVALS AND MAY BE SAWCUT
23. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS DETAIL "J"
Q
SHALL BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING.
12 INCH WIDE CONCRETE PLANTER SWALE
24. ALL EXISTING DRAINAGE COURSES THROUGH THIS SiTE SHALL REMAIN OPEN NOT TO SCALE
UNTIL FACILITIES TO HANDLE STORM WATER ARE APPROVED, CONSTRUCTED
AND FUNCTIONAL: HOWEVER, iN ANY CASE, THE CONTRACTOR AND/OR
PERMITTEE SHALL BE HELD LIABLE FOR ANY DAMAGE DUE TO OBSTRUCTING
NATURAL DRAINAGE PATTERNS.
25. GRADING OPERATIONS INCLUDING MAINTENANCE OF EQUIPMENT WITHIN ONE-
HALF MILE OF HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE
HOURS OF 8:00 P.M. AND 7:00 A.M. DAILY, OR ANYTIME ON SUNDAY OR
HOLIDAY.
26. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS
THAN YV PER FOOT FOR A MINIMUM OF 3 FEET.
27. AT THE COMPLETION OF ROUGH GRADING, AN R -VALUE REPORT AND THE
PROPOSED STRUCTURAL SECTION SHALL BE SUBMITTED BY THE SOILS ENGINEER
PRIOR TO PLACEMENT OF BASE MATERIALS AND/OR SURFACING.
28, ALL CONCRETE STRUCTURES THAT COME IN CONTACT WITH THE ON-SITE SOILS
SHALL BE CONSTRUCTED WITH A TYPE OF CEMENT CONSISTENT WITH THE WATER-
SOLUABLE SULFATE IN THE SOIL AND THE REQUIREMENTS OF THE UNIFORM
BUILDING CODE. CONTRACTOR TO PROVIDE LAB TEST FOR MIX DESIGN TO THE
ARCHITECT.
29. CONCRETE CURB, SIDEWALK, DRIVEWAYS AND PAVEMENT SHALL BE CONSTRUCTED
PER THE AMERICAN PUBLIC WORKS ASSOCIATION STANDARD DRAWINGS AND
SPECIFICATIONS AND THE JOB SPECIFICATIONS.
AnFQI uPMFNT ANL) WORKFRS FOR FMFRGFNCY WORK SHAT I RF MADE AVAILABLE
AT ALL TIMES DURING THE RAiNY SEASON. NECESSARY MATERIALS SMALL BE
AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE
RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT.
31, EROSION CONTROL DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE
APPROVAL OF THE CITY INSPECTOR.
32. ALL REMOVABLE EROSION PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END
OF EACH WORKING DAY.
33. AFTER A RAINSTORM ALL SiLT AND DEBRIS SHALL BE REMOVED FROM STREETS,
CHECK BERMS AND BASINS AND TEMPORARY DRAINAGE RE-ESTABLISHED.
34. GRADED AREAS ON THE PERMITTED AREA PERIMETER MUST DRAIN AWAY FROM
THE FACE OF SLOPES AT THE CONCLUSION OF EACH WORKING DAY, DRAINAGE
TO BE DIRECTED TOWARD DESILTING FACILITIES LOCATED AT EACH OF THE ONSITE
DRAINAGE INLETS SURROUNDED BY A ONE -BAG TALL SANDBAG.
35. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY
PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED
WATER CREATES A HAZARDOUS CONDITION.
36. ENCROACHMENT PERMIT IS REQUIRED FOR ANY CONSTRUCTION, TEMPORARY OR
PERMANENT, ON CiTY RIGHT OF WAY OR FOR USE OF CITY MAINTAINED ROADS
BY OVERLOAD EQUIPMENT INCLUDING THE IMPORTING OR EXPORTING OF ANY
DIRT FROM THE SITE.
37. THE GRADING CONTRACTOR SHALL SUBMIT A STATEMENT OF COMPLIANCE TO
THE AS -BUILT PLAN AS WELL AS ROUGH AND FINISH GRADING CERTIFICATES.
38. ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES. THE
CONTRACTOR SHALL NOTIFY CITY INSPECTOR AND OBTAIN ALL NECESSARY
INSPECTIONS BEFORE POURING.
39. CONTRACTOR WiLL PAY FOR ALL CONSTRUCTION RESTAKING AND PROTECT IN
PLACE ALL MAJOR SURVEYORS CONTROL POINTS. CONTRACTOR TO KEEP DAILY
SURVEYORS "CUT" GRADE SHEETS.
40. PROVIDE AND INSTALL AGGREGATE BASE AT THE PARKING OR DRIVING ACCESS
AREAS PER THE REQUIREMENTS OF THE CIVIL DRAWINGS AND THE EARTHWORK
SPECIFICATIONS AND ITS ADDENDA.
THE UNDERSIGNED CIVIL ENGINEER ACCEPTS THE RESPONSIBILITY FOR PROFESSIONAL
INSPECTIONS IN ACCORDANCE WiTH SECTION 3317 OF THE 1994 UNIFORM BUILDING
CODE. THE CIVIL ENGINEER ALSO SHALL BE RESPONSIBLE FOR THE PREPARATION
OF REVISED PLANS AND THE SUBMISSION OF AS -GRADED GRADING PLANS UPON
COMPLETION OF THE WORK IF HIRED TO PERFORM SAID WORK.
O Qvk0FESSI04/
LOIi,Q Fy
MARK S. LAMOUREUX DATE
R.C.E. NO. 38382
EXP. 3-31-01 u No. 38382 m
Exp. 03-31-01
C/Vl�. �Q
9pF OF CA%-\� �
a
0
Q
nil ALL VOIDS BETWEEN O.D.-
OF PIPE AND CUT OUT AREA
OF DRAIN BOX WITH CONCRETE
GRATE AND FRAME IN COMPLIANCE WITH ADA REQUIREMENTS 1097 WEST BASE LINE '`
FINISHED CONCRETE SURFACE
14 BAR
2" ON CENTERU WHEN T
"D" DEPTH IS GREATER
THAN 30"
CLASS 560-C-3250
OR 560-C-325OP
CONCRETE
A = OUTSIDE
PiPE DIAMETER
DRAIN BOX NOTES
BOX SIZE
4. A RECORD OF SURVEY MAP IS CURRENTLY BEING PREPARED BY MSL ENGINEERING, INC. FOR
l;
SANITARY SEWER MANHOLE
POWER POLE
12 -INCH x 12 -INCH
10"
THIS PROJECT AND WILL BE FILED WITH THE SAN BERNARDINO COUNTY SURVEYOR'S OFFICE
ALHAMBRA FOUNDRY CO., LTD. OR EQUAL
CENTER LINE
02.20
PROPOSED CONTOUR ELEVATION
SiTE GENERAL NOTES
LE,,GEND
TOP OF WALL
DETAIL TCS
127x120.5"GALVANIWIDE
D CAST
SELECT BACKFILL WiTH
►'�
VERT,
IRON GRATE AND FRAME. USE MODEL
VERT,
PROPERTY LINES, AND THE MONUMENTS THAT WE FOUND AND SET DURING THIS BOUNDARY
T.R.W.
TOP OF RETAINING WALL
NO ROCKS LARGER
THAN 3" IN DIAMETER
HORIZ.
SURVEY.
1. THIS PROPERTY IS COMMONLY SHOWN AS BEING A PORTION OF SAN BERNARDINO COUNTY
T.C.
TOP OF CONCRETE CURB
RECORDS OF SAN BERNARDINO COUNTY (CURRENT VESTING DEED)
TRAFFIC CONDITIONS. SECURE GRATE
T.F.
TOP OF FOOTING
A PARCEL OF LAND IN THE CiTY OF FONTANA, COUNTY OF SAN BERNARDiNO, STATE OF
ASSESSOR'S MAP BOOK 228, PAGE 13 PARCEL 1.
5. AERIAL SURVEY INFORMATION SHOWN ON THiS MAP IS COMPILED BY PHOTOGRAMMETRIC
TOG
TOP OF DRAIN BOX GRATE
L
GAS MAIN
METHODS FROM AERIAL PHOTOGRAPHY DATED OCTOBER 13, 1994 BY:
NOTES:
BROW SLOT ID 5" WIDLT (MO )EQUAL
F.Fi
FINISHED CONCRETE SURFACE
PICTORIAL SCIENCES INC.
PIPE TRENCH
EDGE OF A.C. PAVEMENT
(1)
FOR TRENCHES DEEPERTHAN 4 FEET, FOLLOW
2• THE NET AND GROSS AREA OF THIS PROJECT IS THE FOLLOWING AND IS BASED ON A FIELD
A.C.
ASPHALTIC CEMENT PAVEMENT
BEGINNING AT THE INTERSECTION OF THE NORTH LINE OF THE SOUTHEAST 1/4, OF THE SOUTH-
NO. A-2012 FOR TRAFFIC CONDITIONS
UNDERGROUND ELECTRICAL CONDUIT
2'-6"
REQUIREMENTS OF THE EARTHWORK SPECIFICATION.
SURVEY:
MAINLINE P.V.C. WYE
THENCE, ALONG SAID NORTH LINE, SOUTH 89'51'59" WEST, 301.00 FEET TO A POINT ON A LINE
TRAFFiC CONDITIONS. SECURE GRATE
UNDERGROUND TELEPHONE CONDUIT
1'2)
BEDDING MATERIAL SHALL CONSIST Or SAND,
GROSS: 71,939 SQUARE FEET OR 1.652 ACRES
F.L.
FLOW LINE
34"
ALHAMBRA FOUNDRY CO., LTD. OR EQUAL
STORM DRAiN
MAINLINE STORM
GRAVEL, CRUSHED AGGREGATE OR NATIVE
NET: 56,931 SQUARE FEET OR 1.307 ACRES
F.G.
FINISHED GRADE OF DIRT
THENCE, ALONG LAST SAID PARALLEL LINE, NORTH 89'51'59" EAST, 301.00 FEET TO A POINT ON
N
=
ELEVATION APPLY AT
FREE -DRAINING GRANULAR MATERIAL HAVING A
3. ACCORDING TO EXHIBIT CIR-2 TITLED RECOMMENDED STREET CLASSIFICATIONS FOR CIRCULATION
F.F.
FINISHED FLOOR OF BUILDING
POINT OF BEGINNING.
.- ..
NOT TO SCALE
SAND EQUIVALENT NOT LESS THAN 30 ANDA
ELEMENT 20 DATED APRIL 1994 OF THE CITY OF FONTANA GENERAL PLAN, CiTRUS AVENUE IS
TRAFFIC SIGNAL CONDUIT
TRAFFIC CONDITIONS. SECURE GRATE
o a
MAXIMUM GRAVEL SIZE OF 1/4"
DESIGNATED AS A PRIMARY HIGHWAY. A PRIMARY HIGHWAY HAS AN ULTIMATE RIGHT-OF-WAY
B.S.
BACK OF SIDEWALK
Q
WIDTH OF 104 FEET; THEREFORE, A TOTAL OF 22 MORE FEET OF ADDITIONAL RIGHT-OF-WAY
k`'
_, w
(3)
NEW FIRE SERVICE LINES SHALL HAVE A MINIMUM
COVER OF 30 C NONE TRAFFIC AREAS AND
WILL BE DEDICATED ON THE WEST HALF OF CiTRUS AVENUE AS PART OF THIS PROJECT. THE
EXISTING RIGHT-OF-WAY FOR CITRUS AVENUE IS 60 FEET WIDE.
E.G.
EDGE OF GUTTER
O
=
MINIMUM COVER OF 36 IN TRAFFIC AREAS PER
E.P.
EDGE OF A.C. PAVEMENT
D Z
N.F.P.A. 24 SECTION 8.1
ACCORDING TO RICARDO SANDOVAL IN THE CITY ENGINEERING DEPARTMENT, A COLLECTOR
98
STREET WITH A TOTAL RIGHT-OF-WAY WIDTH OF 68' IS BEING PROPOSED TO BE LOCATED
G.B.
GRADE BREAK
z m
(4)
ALL EXISTING SURFACES OF PAVING, CURBS,
CENTERED ON THE NORTH LINE OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER
BE DEDICATED
H.P.
HIGH POINT
SIDEWALK AND SOFTSCAPE SHALL BE REPAVED
OF SECTION 36; THEREFORE A TOTAL OF 34 FEET OF RIGHT-OF-WAY WILL
;I
lie
-
-
DUE TO DEMOLITION REQUIRED FOR NEW UTILITY
ON THE NORTH SIDE OF THIS SITE AS PART OF THiS PROJECT. THE CITY HAS OBTAINED
THE 34 FOOT WIDE STRIP OF LAND FROM THE THREE PARCELS OF LAND TO THE NORTH OF
T.B.
TOP OF BERM
_
ur�-ui a ii
ni ui
CONSTRUCTION.
THiS PROJECT SO THAT THE ENTIRE 68 FOOT WIDE STREET RiGHT-OF-WAY WIDTH WILL EXIST
INV.
INVERT
IN FRONT OF THE NEW FIRE STATION.
6" PIPE O.D.
6"
R
PROPERTY LINE
GRATE AND FRAME IN COMPLIANCE WITH ADA REQUIREMENTS 1097 WEST BASE LINE '`
FINISHED CONCRETE SURFACE
14 BAR
2" ON CENTERU WHEN T
"D" DEPTH IS GREATER
THAN 30"
CLASS 560-C-3250
OR 560-C-325OP
CONCRETE
A = OUTSIDE
PiPE DIAMETER
DRAIN BOX NOTES
BOX SIZE
4. A RECORD OF SURVEY MAP IS CURRENTLY BEING PREPARED BY MSL ENGINEERING, INC. FOR
EXISTING ELEVATION
SANITARY SEWER MANHOLE
POWER POLE
12 -INCH x 12 -INCH
10"
THIS PROJECT AND WILL BE FILED WITH THE SAN BERNARDINO COUNTY SURVEYOR'S OFFICE
ALHAMBRA FOUNDRY CO., LTD. OR EQUAL
CENTER LINE
02.20
PROPOSED CONTOUR ELEVATION
ONCE CONSTRUCTION HAS BEEN COMPLETED. THIS MAP WILL SHOW THE SURVEY BREAKDOWN
T.W.
TOP OF WALL
DETAIL TCS
127x120.5"GALVANIWIDE
D CAST
OF THE SOUTHEAST QUARTER OF SECTION 36, THE METHOD OF ESTABLISHMENT FOR THE
►'�
VERT,
IRON GRATE AND FRAME. USE MODEL
VERT,
PROPERTY LINES, AND THE MONUMENTS THAT WE FOUND AND SET DURING THIS BOUNDARY
T.R.W.
TOP OF RETAINING WALL
UTILITY TRENCH DETAIL
HORIZ.
SURVEY.
AND MODEL NO. A-2010 FOR NON -
INSIDE DIAMETER
NOT TO SCALE
RECORDS OF SAN BERNARDINO COUNTY (CURRENT VESTING DEED)
TRAFFIC CONDITIONS. SECURE GRATE
T.F.
TOP OF FOOTING
A PARCEL OF LAND IN THE CiTY OF FONTANA, COUNTY OF SAN BERNARDiNO, STATE OF
AGAINST THEFT WITH LOCKING SCREWS.
5. AERIAL SURVEY INFORMATION SHOWN ON THiS MAP IS COMPILED BY PHOTOGRAMMETRIC
TOG
TOP OF DRAIN BOX GRATE
L
GAS MAIN
METHODS FROM AERIAL PHOTOGRAPHY DATED OCTOBER 13, 1994 BY:
36, TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN BERNARDINO BASE AND MERIDIAN, AS SHOWN ON
BROW SLOT ID 5" WIDLT (MO )EQUAL
2'-3"
4"
PICTORIAL SCIENCES INC.
./,
EDGE OF A.C. PAVEMENT
GRATE AND FRAME IN COMPLIANCE WITH ADA REQUIREMENTS 1097 WEST BASE LINE '`
FINISHED CONCRETE SURFACE
14 BAR
2" ON CENTERU WHEN T
"D" DEPTH IS GREATER
THAN 30"
CLASS 560-C-3250
OR 560-C-325OP
CONCRETE
A = OUTSIDE
PiPE DIAMETER
DRAIN BOX NOTES
BOX SIZE
(02.20)
EXISTING ELEVATION
SANITARY SEWER MANHOLE
POWER POLE
12 -INCH x 12 -INCH
10"
22"
ALHAMBRA FOUNDRY CO., LTD. OR EQUAL
EASEMENT'S
02.20
PROPOSED CONTOUR ELEVATION
[WROWOPENINGS] Z
(TRAFFIC RATED COVER AS REQUIRED)
LEGAL
DESCRIPTION
127x120.5"GALVANIWIDE
D CAST
15
►'�
VERT,
IRON GRATE AND FRAME. USE MODEL
VERT,
HORIZ.
VERT.
NO. A-2012 FOR TRAFFIC CONDITIONS
PROPOSED ELEVATION
HORIZ.
REFERENCE: DOCUMENT NUMBER 19950414612 RECORDED DECEMBER 04, 1995 IN OFFICIAL
AND MODEL NO. A-2010 FOR NON -
INSIDE DIAMETER
0'-9"
RECORDS OF SAN BERNARDINO COUNTY (CURRENT VESTING DEED)
TRAFFIC CONDITIONS. SECURE GRATE
2'-3"
1'-3"
A PARCEL OF LAND IN THE CiTY OF FONTANA, COUNTY OF SAN BERNARDiNO, STATE OF
AGAINST THEFT WITH LOCKING SCREWS.
18 -INCH x 18 -INCH
16"
28"ALHAMBRA
L
GAS MAIN
CONCRETE (CLASS
520-C-2500)COLLAR 4"
36, TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN BERNARDINO BASE AND MERIDIAN, AS SHOWN ON
BROW SLOT ID 5" WIDLT (MO )EQUAL
2'-3"
4"
TRACT NO. 12314, AS PER MAP FILED IN BOOK 240, PAGES 3 THROUGH 10, INCLUSIVE, RECORDS
OPENINGS] 18 x18 GALVANIZED CAST
16
4" DIA. P.V.C. RISER
OF SAID COUNTY, DESCRIBED AS FOLLOWS:
IRON GRATE AND FRAME. USE MODEL
SANITARY SEWER
2'-3"
BEGINNING AT THE INTERSECTION OF THE NORTH LINE OF THE SOUTHEAST 1/4, OF THE SOUTH-
NO. A-2012 FOR TRAFFIC CONDITIONS
UNDERGROUND ELECTRICAL CONDUIT
2'-6"
EAST 1/4 OF SAID SECTION 36 AND THE WESTERLY LINE OF CITRUS AVENUE, 60.00 FEET WIDE;
AND MODEL NO. A-2010 FOR NON-
MAINLINE P.V.C. WYE
THENCE, ALONG SAID NORTH LINE, SOUTH 89'51'59" WEST, 301.00 FEET TO A POINT ON A LINE
TRAFFiC CONDITIONS. SECURE GRATE
UNDERGROUND TELEPHONE CONDUIT
I
I
PARALLEL TO AND 301.00 FEET WESTERLY OF SAiD WESTERLY LINE OF CITRUS AVENUE; THENCE,
AGAINST THEFT WiTH LOCKING SCREWS.
24 -INCH x 24 -INCH
22"
34"
ALHAMBRA FOUNDRY CO., LTD. OR EQUAL
STORM DRAiN
MAINLINE STORM
TO A POINT ON A LINE PARALLEL TO AND 239.00 FEET SOUTHERLY OF SAID NORTH LINE;
[NARROW SLOT 0.5" WIDE (MAX.)
WHEN SHOWN ON PLAN
THENCE, ALONG LAST SAID PARALLEL LINE, NORTH 89'51'59" EAST, 301.00 FEET TO A POINT ON
OPENINGS] 24x24" GALVANIZED CAST
UNDERGROUND CABLE TELEVISION
ELEVATION APPLY AT
SAID WESTERLY LiNE OF CITRUS AVENUE; THENCE NORTH 00'08'13" WEST, 239.00 FEET TO THE
IRON GRATE AND FRAME. USE MODEL
CONDUIT
DETAIL "F"
POINT OF BEGINNING.
NO. A-2012 FOR TRAFFIC CONDITIONS
NOT TO SCALE
AND MODEL NO. A-2010 FOR NON -
TRAFFIC SIGNAL CONDUIT
TRAFFIC CONDITIONS. SECURE GRATE
WATER VALVE
AGAINST THEFT WiTH LOCKING SCREWS.
SAN BERNARDINO, CA. 92411
(909) 888-5795 CONCENTRATED FLOW LINE
AERIAL GROUND CONTROL WAS SET BY CARL W. DONMOYER AND ASSOCIATES INC. ON SHEET FLOW DRAINAGE
SEPTEMBER 13, 1994.
T/HDWL. TOP OF HEADWALL
DETAIL "E� 15 16
CONCRETE DRAIN BOX
FINISHED SURFACE OF
(02.20)
EXISTING ELEVATION
SANITARY SEWER MANHOLE
POWER POLE
NOT TO SCALE
- -{02)- -
EXISTING CONTOUR ELEVATION
S.L.
EASEMENT'S
02.20
PROPOSED CONTOUR ELEVATION
3"
(TRAFFIC RATED COVER AS REQUIRED)
LEGAL
DESCRIPTION
4" P.V.C. SLEEVE-
SIZE
►'�
VERT,
THREADED ADAPTOR
VERT,
HORIZ.
VERT.
-02-
PROPOSED ELEVATION
HORIZ.
REFERENCE: DOCUMENT NUMBER 19950414612 RECORDED DECEMBER 04, 1995 IN OFFICIAL
I.D.
INSIDE DIAMETER
0'-9"
RECORDS OF SAN BERNARDINO COUNTY (CURRENT VESTING DEED)
1'-0"
2'-3"
1'-3"
A PARCEL OF LAND IN THE CiTY OF FONTANA, COUNTY OF SAN BERNARDiNO, STATE OF
O.D.
OUTSIDE DIAMETER
1'-6"
CALIFORNIA, BEING A PORTION OF THE SOUTHEAST 1/4, OF THE SOUTHEAST 1/4 OF SECTION
G
GAS MAIN
CONCRETE (CLASS
520-C-2500)COLLAR 4"
36, TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN BERNARDINO BASE AND MERIDIAN, AS SHOWN ON
4'-6"
2'-3"
4"
TRACT NO. 12314, AS PER MAP FILED IN BOOK 240, PAGES 3 THROUGH 10, INCLUSIVE, RECORDS
W
WATER MAIN
4" DIA. P.V.C. RISER
OF SAID COUNTY, DESCRIBED AS FOLLOWS:
S
SANITARY SEWER
2'-3"
BEGINNING AT THE INTERSECTION OF THE NORTH LINE OF THE SOUTHEAST 1/4, OF THE SOUTH-
E
UNDERGROUND ELECTRICAL CONDUIT
2'-6"
EAST 1/4 OF SAID SECTION 36 AND THE WESTERLY LINE OF CITRUS AVENUE, 60.00 FEET WIDE;
1' -6 -
MAINLINE P.V.C. WYE
THENCE, ALONG SAID NORTH LINE, SOUTH 89'51'59" WEST, 301.00 FEET TO A POINT ON A LINE
T
UNDERGROUND TELEPHONE CONDUIT
I
I
PARALLEL TO AND 301.00 FEET WESTERLY OF SAiD WESTERLY LINE OF CITRUS AVENUE; THENCE,
LEAVING SAID NORTH LINE, ALONG SAID PARALLEL LINE, SOUTH 00'08'13" EAST, 239.00 FEET
SD--
STORM DRAiN
MAINLINE STORM
TO A POINT ON A LINE PARALLEL TO AND 239.00 FEET SOUTHERLY OF SAID NORTH LINE;
DRAIN
WHEN SHOWN ON PLAN
THENCE, ALONG LAST SAID PARALLEL LINE, NORTH 89'51'59" EAST, 301.00 FEET TO A POINT ON
-CTV-
UNDERGROUND CABLE TELEVISION
ELEVATION APPLY AT
SAID WESTERLY LiNE OF CITRUS AVENUE; THENCE NORTH 00'08'13" WEST, 239.00 FEET TO THE
THIS POINT
CONDUIT
DETAIL "F"
POINT OF BEGINNING.
STORM DRAiN CLEANOUT
NOT TO SCALE
---TSC-
TRAFFIC SIGNAL CONDUIT
W.V.
WATER VALVE
DETAIL "E� 15 16
CONCRETE DRAIN BOX
FINISHED SURFACE OF
W.M.
WATER METER
SANITARY SEWER MANHOLE
POWER POLE
NOT TO SCALE
F.H.
FIRE HYDRANT
S.L.
EASEMENT'S
G.M.
GAS METER
DETAIL "E� 15 16
CONCRETE DRAIN BOX
FINISHED SURFACE OF
REFERENCE: 2851994ESS ED OUT OF THE SAN BERNARDINOOFRICAN TITLE INSURANCE COMPANY IFICE ASNARY EORDER NO.D1$ 325ARY
SENIOR TITLE OFFICER FOR SPECIAL PROJECTS IS GARY CHAFFIN AT (818) 889-0311.
S.M.H.
P.P.
SANITARY SEWER MANHOLE
POWER POLE
NOT TO SCALE
GRADE DIRT
COVER OR EQUIVALENT WITH
S.L.
STREET LIGHT
BROOKS PRODUCTS INC. NO. 3-T
BOX �
FINISHED SURFACE OF
9 1/2"x16" CONCRETE YARD
HAISHED E OR FINISHED
AP
WITH GALVANIZED C.I. TRAFFIC CLEANOUT
"STORM
Z
GRADE DIRT
COVER OR EQUIVALENT WITH
PIPE
REDUCERS, 11 1/4'
AND 22 1/T, BENDS
DRAIN" MARKED ON TOP COVER
BEND
3"
(TRAFFIC RATED COVER AS REQUIRED)
TEE
MIN.
4" P.V.C. SLEEVE-
SIZE
►'�
VERT,
THREADED ADAPTOR
VERT,
HORIZ.
VERT.
HORIZ,
VERT.
HORIZ.
VERT.
NTH 4" DIA. BRASS
i
0'-9"
V-6"
1'-0"
2'-3"
1'-3"
THREADED FERRULEto
.,
V-6"
1'-6"
6"
2'-6"
V-0"
CONCRETE (CLASS
520-C-2500)COLLAR 4"
V-6"
4'-6"
2'-3"
4"
2'-0"
2'-0"
2'-0"
4" DIA. P.V.C. RISER
NOTE:
1'-6"
4'-3"
2'-3"
ALL METAL PARTS SHALL BE
3'-0"
5'-0"
2'-6"
GALVANIZED AFTER FABRICATION I
1' -6 -
MAINLINE P.V.C. WYE
4" DIA. P.V.C.
FITTING WITH 4" BRANCH I
45' BEND
I
I
FLOW
_..-
MAINLINE STORM
MAINLINE
STORM DRAIN
DRAIN
WHEN SHOWN ON PLAN
INSTALL PLUG WHEN
STATION AND/OR INVERT
CLEANOUT IS LOCATED
ELEVATION APPLY AT
AT THE END OF A
THIS POINT
STORM DRAIN LINE
DETAIL "F"
STORM DRAiN CLEANOUT
NOT TO SCALE
HORIZ.
TYPICAL BEARING SURFACE
ITEM NO. 2
THE RIGHTS OF THE PUBLIC OVER ANY PORTION OF SAID LAND LYING WITHIN THE BOUNDARIES C.O. CLEANOUT
OF ANY ROAD STREET OR HIGHWAY.
INSTALL FRAME FLUSH I.P. IRON PIPE
WITH PROPOSED GRADE ITEM NO. 3
OR SURFACE GRANTS A RIGHT OF WAY IN FAVOR OF THE UNITED STATES RELATING TO IRRIGATION AND L.P. LAMP POST
PROPOSED FINISHED PROPOSED FINISHED RECLAMATION; TOGETHER WITH A RESERVATION TO THE PEOPLE FOR THE ABSOLUTE RIGHT TO
GRADE OF DIRT CLEANOUT SURFACE OR A.C. FISH THEREUPON AS PROVIDED BY SECTION 25 OF ARTICLE 1 OF THE CONSTITUTION OF THE S.D.M.H. STORM DRAIN MANHOLE
PAVEMENT STATE OF CALIFORNIA, AS RECORDED JANUARY 26, 1885 iN BOOK "B" OF PATENTS, PAGE 397. R.C.P. REINFORCED CONCRETE PIPE
.?... C.L.F. CHAIN LiNK FENCE
INSTALL ALHAMBRA "
FOUNDRY A-1240 HEAVY 10 iv I.C.V. IRRIGATION CONTROL VALVE
DUTY COVER AND FRAME r
+;COVER SHALL BE MARKED i.C.B. IRRIGATION CONTROL BOX
SEWER") OR EQUIVALENT to
PRELIMINARY ESTIMATED ON-SITE EARTHWORK QUANTITIES G.P. GUARD POST
CONSTRUCT CONCRETE •. �• W.I.F. WROUGHT IRON FENCE
(CLASS 520-C-2500) 7n 7" _�3" 1. RAW CUT 0 CU. YDS. R.O.H. BUILDING ROOF OVERHANG
AROUND FRAME
i 2. OVEREXCAVATE UPPER 1.0 FEET OF LOOSE SOIL UNDER 2,100 CU. YDS. T.S.P. TRAFFIC SIGNAL POLE
BUILDING PAD AND OVER REST OF SITE
P.B. PULL BOX
INSTALL 4" INSTALL 4" DIA. 1/8 3. TOTAL CUT 2,100 CU, YDS.
DIA PIPE (45) PIPE BEND P.A. LANDSCAPED PLANTER AREA
INSTALL 4" DIA. WYE 4. RAW FILL 6,300 CU, YDS. T.P.B. TELEPHONE PULL BOX
5. RECOMPATION OF NUMBER 2 ABOVE USING AN ASSUMED 2,200 CU. YDS. T.M.H. TELEPHONE MANHOLE
5% SHRINKAGE LOSS
E.P.B. ELECTRIC PULL BOX
6. SHRINKAGE OF RAW FILL (NO. 4) USING AN ASSUMED 300 CU. YDS.
5% SHRINKAGE LOSS T.S.C. TRAFFIC SIGNAL CONDUIT
�-- - 7. TOTAL COMPACTED FILL 8,800 CU. YDS. S.L.C. STREET LIGHT CONDUIT
1/8" PER FT. MIN. T.S.P.B. TRAFFIC SIGNAL PULL BOX
8. ESTIMATED AMOUNT OF DIRT TO IMPORT TO SITE 6,700 CU. YDS.
INSTALL PLUG AT T.S. PED. TRAFFIC SIGNAL PEDESTAL
END OF LATERAL
B.F. BACKFLOW PREVENTION DEVICE
DETAIL- "G� 46 N07E. EARTHWORK QUANTITIESTHE GRADING TOR SHALL BE RESPONSIBLE FOR DETERMINING THEIR OWN FOR BIDDING PURPOSES. THE QUANTITIES SHOWN HEREON T.E. TRASH ENCLOSURE
SANITARY SEWER CLEANOUT ARE THE ENGINEER'S ESTIMATE ONLY AND ARE FOR THE SOLE PURPOSE OF P.M. ELECTIC PAD MOUNT TRANSFORMER
NOT TO SCALE DETERMINING CITY PLAN CHECK AND PERMIT FEES.
C.B. CATCH BASIN
UTILITY CONTACTS R.D. ROOF DRAIN
\`\ R RIDGE UNE
WATER -GB- GRADE BREAK LINE
FONTANA WATER COMPANY
8440 NUEVO AVENUE AL KROHN P.O.C. POINT OF CONNECTION
L 111 111 / SEE P.O. BOX 987 SENIOR INSPECTOR 10 LiNES- NUMBER OF OVERHEAD UTILITY LINES
111=111 HEMSCHEDULE o FONTANA, CA. 92334 (909) 822-2201
SEWER & STORM DRAIN
CITY OF FONTANA
-'� %.. • r..,�l ,� utnnv.+ runnlrr-e+ul.. (�LDAf'C' ►1At�1'IAIG7
IIH11 11 it - .• 1 vv..ly �.vl�h.' _. - 7- v,w _... -"-' .-.. ... ...�---
'11 11 �� 8353 SIERRA AVENUE ENGINEERING TECHNICIAN
,pit �i11�OR�1 ''' - FONTANA, CA. 92335 (909)350-6638
ADD I ZONAL TRAFFIC & LIGHTING
BLOCKING AS CITY OF FONTANA
DIRECTED TRAFFIC DIVISION CLYDE SWEET
8353 DEPUTY
TYPICAL PROFILE TYPICAL BEND TEE OR VALVE FONTANiA, CA.A 2VENUE 335 (909)350-1 TY 600 ENGINEER/TRAFFIC
ELECTRICAL SERVICE
NOTES
P 0
REDLANDS, CA. 92373 (800)427-2200
SOUTHERN CALIFORNIA EDISON
TYPICAL BEARING
SURFACE
Z
1"=20'
FONTANA DIVISION
PIPE
REDUCERS, 11 1/4'
AND 22 1/T, BENDS
45'
BEND
90'
BEND
TEE
SOIL BEARING VALUE OF 1500 psf PRESSURE AND
END CAP
SIZE
HORIZ.
VERT,
HORIZ.
VERT,
HORIZ.
VERT.
HORIZ,
VERT.
HORIZ.
VERT.
4"
V-6"
0'-9"
V-6"
1'-0"
2'-3"
1'-3"
1'-6"
1'-0"
V-6"
1'-6"
6"
2'-6"
V-0"
3'-6"
V-6"
4'-6"
2'-3"
4'-0"
2'-0"
2'-0"
2'-0"
8"
3'-0"
1'-6"
4'-3"
2'-3"
5'-6"
3'-0"
5'-0"
2'-6"
4'-6"
1' -6 -
NOTES
P 0
REDLANDS, CA. 92373 (800)427-2200
SOUTHERN CALIFORNIA EDISON
DETAIL "H"
ONSITE PRIVATE THRUST BLOCK
NOT TO SCALE
CABLE
CQMCAST CABLE PAUL CYR
1205 DUPONT CONSTRUCTION TECHNICIAN
ONTARIO, CA. 91741 (909)350-2344 (EXT. 3053)
Z
1"=20'
FONTANA DIVISION
FRAN STEWART
BASIS OF BEARINGS
1. THRUST BLOCK BEARING AREA BASED ON ALLOWABLE
o0 io
N
7951 REDWOOD
CUSTOMER SERVICE PLANNER
SOIL BEARING VALUE OF 1500 psf PRESSURE AND
NO.
FONTANA, CA. 92335
(909)357-6223
VACANT FONTANA FIRE
DIRT FIELD STATION #78
2"
225 psi LINE PRESSURE WITH 3'-0" COVER MINIMUM.
THE BEARING OF NORTH 00'08'13" WEST, FOR THE
CENTERLINE OF CITRUS AVENUE AS SHOWN ON
TRACT NO. 12314, M.B. 240/3-10 INCLUSIVE.
C1
PRECISE GRADING, DRAINAGE AND UTILITY TITLE AND DETAIL SHEET
CO2
FOR BEARING = 1000 psf, 1.5 x AREA SHOWN
TELEPHONE
T.W. ELEV.
PER PIAN
..___. _.....
T.W. ELEV.
T��, PER PLAN
1 A\If�[•/�A AI\1/.
FOR BEARING = 500 psf, 3.0 x AREA SHOWN
PRECISE GRADING AND DRAINAGE PLAN
PACIFIC BELL
TOM YORK
PRECISE SITE UTILITY PLAN
3073 ADAMS, RM 216
FACILITIES ENGINEER
2. ALL THRUST BLOCKS SHALL BE 2500 P.S.I. CONCRETE
RIVERSIDE, CA. 92504
(909)359-2535
AND PLACED AGAINST UNDISTURBED SOIL.
3. PRIVATE ON-SITE THRUST BLOCKS WiTH MINIMUM
GAS
THE GAS COMPANY
DENNIS FREEMAN
REQUIREMENTS AS OUTLINED IN N.F.PA. 24.
BOX 3003
PLANNING TECHNICIAN
> F.L. AT 0.5% MIN.
v VARIES FROM
t- I& TO 2.5%
w z
tr 7
> in EXISTING
- GROUND
1. I - 11 -
OMIT BOTTOM HEAD JOINT FOR
WEEP HOLE PER DETAIL ON
ARCHITECTURAL DRAWINGS
SECTION A -A
SCALE: HORIZ.: 1"=4'
VERT.: 1"=4'
0
z_
�Q
z
F.L. AT 0.5% MIN. >
w12
2� % MIN_ -- to
IlRI �
O
REDLANDS, CA. 92373 (800)427-2200
CHECKED
DETAIL "H"
ONSITE PRIVATE THRUST BLOCK
NOT TO SCALE
CABLE
CQMCAST CABLE PAUL CYR
1205 DUPONT CONSTRUCTION TECHNICIAN
ONTARIO, CA. 91741 (909)350-2344 (EXT. 3053)
Z
1"=20'
EXISTING
GROUND
98177
BASIS OF BEARINGS
INDEX SHEETS
o0 io
N
THE BEARINGS SHOWN HEREON ARE BASED ON
NO.
SHEET TiTLE
FONTANA FIRE
STATION #78
2"
VACANT FONTANA FIRE
DIRT FIELD STATION #78
2"
R
VACANT FONTANA FIRE
DiRT FIELD STATION #78
}+- 2"
THE BEARING OF NORTH 00'08'13" WEST, FOR THE
CENTERLINE OF CITRUS AVENUE AS SHOWN ON
TRACT NO. 12314, M.B. 240/3-10 INCLUSIVE.
C1
PRECISE GRADING, DRAINAGE AND UTILITY TITLE AND DETAIL SHEET
CO2
TOPOGRAPHY SURVEY MAP
T.W. ELEV.
RPER PLAN
T.W. ELEV.
PER PIAN
..___. _.....
T.W. ELEV.
T��, PER PLAN
1 A\If�[•/�A AI\1/.
C3
PRECISE GRADING AND DRAINAGE PLAN
BENCH MARK
C4
PRECISE SITE UTILITY PLAN
> F.L. AT 0.5% MIN.
v VARIES FROM
t- I& TO 2.5%
w z
tr 7
> in EXISTING
- GROUND
1. I - 11 -
OMIT BOTTOM HEAD JOINT FOR
WEEP HOLE PER DETAIL ON
ARCHITECTURAL DRAWINGS
SECTION A -A
SCALE: HORIZ.: 1"=4'
VERT.: 1"=4'
0
z_
�Q
z
F.L. AT 0.5% MIN. >
w12
2� % MIN_ -- to
IlRI �
O
2%
EXISTING
- - GROUND -
OMIT BOTTOM HEAD JOINT FOR
WEEP HOLE PER DETAIL ON
ARCHITECTURAL DRAWINGS
SECTION C -C
SCALE: HORIZ.: 1 "=4'
VERT.: 1"=4'
y IVfI VI I I IYIP1!
NOT TO SCALE
REFERENCE: SAN BERNARDINO CO. 1999 THOMAS GUIDE
PAGE 574
CiTY OF FONTANA B.M. 616
BRASS SURVEY DISK IN GAS PUMP ISLAND 52'
SOUTH OF AND 64' EAST OF THE CENTERLINE
INTERSECTION OF CITRUS AVENUE AND HIGHLAND
AVENUE iN THE EAST END OF ABANDONED GAS
ISLAND.
S.P.SN. 00531 1988 RECOVERED
ELEVATION = 1,510.906
PRIVATE ENGINEER'S NOTICE TO CONTRACTOR
THE EXISTENCE AND LOCATION OF ANY UNDER-
GROUND UTILITY PIPES OR STRUCTURES SHOWN
ON THESE PLANS WERE OBTAINED BY A SEARCH
OF THE AVAILABLE RECORDS. TO THE BEST OF
OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES
EXCEPT AS SHOWN ON THIS MAP. THE CONTRACTOR
IS REQUIRED TO TAKE DUE PRECAUTIONARY
MEASURES TO PROTECT THE UTILITY LiNES SHOWN
AND ANY OTHER LINES NOT OF RECORD OR NOT
SHOWN ON THIS DRAWING.
NOTE:
CONTRACTOR SHALL CONTACT UNDERGROUND
SERVICE ALERT, 1-800-227-2600, 48 HOURS IN
ADVANCE OF COMMENCEMENT OF CONSTRUCTION,
FOR EXISTING UTILITY LOCATION.
Architects
Virginia Dare Tower
10470 Foothill Blvd.
RanchoCucamonga
California 91730-3754
tell 909 987 0909
f ax l 909 980 9980
CONSULTANT
MSL ENGINEERING, INC.
CIVIL ENGINEERS AND LAND SURVEYORS
SPECIALIZING IN SITE DEVELOPMENT
402 W. ARROW HWY. STE. 4
SAN DIMAS, CA. 91773
(909) 305-2395 FAX (909) 305-2397
1 MARK S. LAMOUREUX (R.C.E. 38382) EXP. 03-31-01 DINTE
Mae
APPROVED Q101FESS/0
LOG`
z
N0. 38382
Exp. 03-31-01
�> CIVI1-
qTF OF CAI-�EO�a
APPROVED
BATS
APPROVED
^_���SE� ARcy�F�'%
'`i :;A��':
LARRY-WOLFF y
C-9784 .�
kkl/31/00
/fill,
OFOF
ti1111111.-
SAN BERNARDINO CO. B.M. 8-14tilt
PRECISE GRADING,
DRAINAGE AND UTILITY
TiTLE AND DETAiL SHEET�
DRAWN
G.R.H.
CHECKED
M.S.L.
>s!
Z
1"=20'
EXISTING
GROUND
98177
>
o0 io
N
'-OMIT BOTTOM HEAD JOINT FOR
WEEP HOLE PER DETAIL ON
ARCHITECTURAL DRAWINGS
SECTION B -B
SCALE: HORIZ.: 1"=4'
VERT.: 1"=4'
2%
EXISTING
- - GROUND -
OMIT BOTTOM HEAD JOINT FOR
WEEP HOLE PER DETAIL ON
ARCHITECTURAL DRAWINGS
SECTION C -C
SCALE: HORIZ.: 1 "=4'
VERT.: 1"=4'
y IVfI VI I I IYIP1!
NOT TO SCALE
REFERENCE: SAN BERNARDINO CO. 1999 THOMAS GUIDE
PAGE 574
CiTY OF FONTANA B.M. 616
BRASS SURVEY DISK IN GAS PUMP ISLAND 52'
SOUTH OF AND 64' EAST OF THE CENTERLINE
INTERSECTION OF CITRUS AVENUE AND HIGHLAND
AVENUE iN THE EAST END OF ABANDONED GAS
ISLAND.
S.P.SN. 00531 1988 RECOVERED
ELEVATION = 1,510.906
PRIVATE ENGINEER'S NOTICE TO CONTRACTOR
THE EXISTENCE AND LOCATION OF ANY UNDER-
GROUND UTILITY PIPES OR STRUCTURES SHOWN
ON THESE PLANS WERE OBTAINED BY A SEARCH
OF THE AVAILABLE RECORDS. TO THE BEST OF
OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES
EXCEPT AS SHOWN ON THIS MAP. THE CONTRACTOR
IS REQUIRED TO TAKE DUE PRECAUTIONARY
MEASURES TO PROTECT THE UTILITY LiNES SHOWN
AND ANY OTHER LINES NOT OF RECORD OR NOT
SHOWN ON THIS DRAWING.
NOTE:
CONTRACTOR SHALL CONTACT UNDERGROUND
SERVICE ALERT, 1-800-227-2600, 48 HOURS IN
ADVANCE OF COMMENCEMENT OF CONSTRUCTION,
FOR EXISTING UTILITY LOCATION.
Architects
Virginia Dare Tower
10470 Foothill Blvd.
RanchoCucamonga
California 91730-3754
tell 909 987 0909
f ax l 909 980 9980
CONSULTANT
MSL ENGINEERING, INC.
CIVIL ENGINEERS AND LAND SURVEYORS
SPECIALIZING IN SITE DEVELOPMENT
402 W. ARROW HWY. STE. 4
SAN DIMAS, CA. 91773
(909) 305-2395 FAX (909) 305-2397
1 MARK S. LAMOUREUX (R.C.E. 38382) EXP. 03-31-01 DINTE
Mae
APPROVED Q101FESS/0
LOG`
z
N0. 38382
Exp. 03-31-01
�> CIVI1-
qTF OF CAI-�EO�a
APPROVED
BATS
APPROVED
^_���SE� ARcy�F�'%
'`i :;A��':
LARRY-WOLFF y
C-9784 .�
kkl/31/00
/fill,
OFOF
ti1111111.-
SAN BERNARDINO CO. B.M. 8-14tilt
PRECISE GRADING,
DRAINAGE AND UTILITY
TiTLE AND DETAiL SHEET�
DRAWN
G.R.H.
CHECKED
M.S.L.
DATE AUG. 1999
SCALE
1"=20'
JOB NO,
98177
.INAR('19R-QR9R [`inrin
q