HomeMy WebLinkAbout2367-C2.1GENERAL NOTES
1. AREA OF PROJECT SITE IS 87,737 FEET OR 2.014 ACRES BASED ON THE RECORD
DATA SHOWN ON PARCEL MAP NO. 12195.
2. PER OUR PHONE CONVERSATION ON JUNE 18, 1990 WITH MR. RAY BRAGG, CITY CASE
PLANNER, THE FOLLOWING IS A SUMMARY OF THE PROP051BI? BUILDING SETBACKS FOR
THIS PROJECT:
SLOVER AVENUE - 35 FEET FROM NEW STREET RIGHT -Of` -WAY
TAMARIND AVENUE - 35 FEET FROM NEW STREET RIGHT-OF-WAY
WEST SIDE YARD - SETBACK "NOT SPECIFIED"
SOUTH REAR YARD - SETBACK "NOT SPECIFIED"
3. PER OUR PHONE CONVERSATION ON JUNE 18, 1990 WITH MR. RAY BRAGG, CITY CASK
PLANNER, THE FOLLOWING IS A SUMMARY OF THE GENERAL PLAN - SPECIFIC PIAN
DESIGNATIONS FOR THE PROJECT SITE AND SURROUNDING PROPERTIES:
PROJECT SITE PUBLIC FACILITIES
NORTH - BUSINESS PARK
NORTHEAST - COMMUNITY INDUSTRIAL
EAST AND SOUTHEAST - RURAL RESIDENTIAL ONE UNIT PER ACRE
SOUTH AND WEST - COMMERCIAL OFFICE (PRIMARILY OFFICE
DEVELOPMENT)
COUNTY CUTOUT FURTHER SOUTH - RESIDENTIAL 7200 SQUARE FOOT LOT SIZE
FURTHER TO WEST AND SOUTH - REGIONAL COMMERCIAL EXPANSION
4. THE BOUNDARY INFORMATION SHOWN HEREON IS COMPILED FROM RECORD DATA AS
SHOWN ON PARCEL MAP NO. 12195 AND NOT BY A FIELD SURVEY. PARCEL MAP N0.
12195 IS CURRENTLY BEING PREPARED BY MALI. AND FOREMAN INC. AND SHOULD BE
FILED WITH THE COUNTY WITHIN A COUPLE OF MONTHS. PER THE SURVEYOR'S NOTES
ON SHEET 4 OF SAID PARCEL MAP, 1" OUTER DIAMETER IRON PIPES, 24" LONG
TAGGED L.S. 5749, WILL BE SET FLUSH AT ALL LOT CORNERS AND AT ALL STREET
INTERSECTIONS, B.C.'S AND E.C•'S.
S. THE TOPOGRAPHIC INFORMATION SHOWN HEREON CONTAINS ALL OF THE EXISTING
UTILITIES, EDGE OF STREET PAVEMENT, SHOTS ON THE STREET CENTERLINES AND
THE ON-SITE 50 FOOT GRID. EXISTING STREET CROSS SECTIONS AND THE LOCATION
OF THE EXISTING STREET TREES WERE NOT LOCATED BECAUSE OF THE FUTURE
IMPROVEMENTS DESIGNED BY HALE. AND FOREMAN INC. FOR BOTH STREETS.
6'0 THE POWER POLES ON THE WEST SIDE OF TAMARIND AVENUE WILL BE
RELOCATED AS SHOWN ON THE STREET PLANS PREPARED BY HALL AND FOREMAN INC.
7. THE EXISTING 6" DIAMETER WATER MAIN ON THE EAST SIDE OF TAMARIND AVENUE
WILL BE ABANDONED IN PLACE AS SHOWN ON THE WATER PLANS PREPARED BY KALI,
AND FOREMAN INC.
LEGAL DESCRIPTION
BEING A PORTION OF FARM LOT 588, IN THE CITY OF FONTANA, COUNTY OF SAN
BERNARDINO, STATE OF CALIFORNIA, AS PER MAP SHOWING SUBDIVISION OF LANDS
BELONGING TO THE "SEMI -TROPIC LAND AND WATER COMPANY" FILED IN BOOK 11, PAGE 12
OF MAPS, RECORDS OF SAID COUNTY MORE PARTICULARLY SHOWN AS PARCEL 1 OF PARCEL.
MAP NO. 12195 AS PER MAP FILED IN BOOK 158 PAGES 29 TO 40
INCLUSIVE OF PARCEL MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY
EASEMENTS
RKFBRENC1: CURRENT COPY OF FINAL PARCEL MAP NO. 12195 BEING PREPARED BY,HALL
AND FOREMAN, INC.
THE FOLLOWING IS A LIST OF EASEMENT HOLDERS WHICH APPEAR ON SHEET 2 OF THE
ABOVE MENTIONED PARCEL MAP UNDER "SIGNATURE OMISSIONS". ALL OF THESE EASES
ARE FOR PIPELINES (OLD IRRIGATION LINES PROBABLY) AND INCIDENTAL PURPOSES AND
ARE UNLOCATABLE (I.E. BLANKET USE IN NATURE). SINCE THERE DOES NOT APPEAR TO
EY ANY CURRENT IRRIGATION LINES WHICH ARE LOCATED THROUGH THE PROPERTY, FOR A
PRACTICAL SOLUTION THEY CAN ALL PROBABLY BE ELIMINATED FROM THE CONCERN BY THE
CITY.
MIDAS FRUITLAND COMANY, HOLDERS OF A RIGHT-OF-WAY FOR PIPES & CONDUITS PER
DOCUMENT RECORDED AUGUST 8, 1912 IN BOOK 510 PAGE 146, OF DEEDS.
(UNLOCATABLE)
HELLMAN COMMERCIAL TRUST AND SAVINGS BANK, HOLDERS OF EASEMENTS FOR
PIPELINES, DITCHES, AQUEDUCTS AND INCIDENTAL PURPOSES, PER INSTRUMENTS
RECORDED JULY 7, 1917 IN BOOK 618, PAGE 111 AND FEBRUARY 16, 1925 IN BOOK
873, PAGE 266 OF DEEDS. (UNLOCATABLE)
THE MERCHANTS NATIONAL TRUST AND SAVING BANK OF LAS ANGELES, HOLDERS OF
EASEMENTS FOR PIPELINES, DITCHES, AQUEDUCTS AND INCIDENTAL PURPOSES, PER
INSTRUMENTS RECORDED FEBRUARY 4, 1927 IN BOOK 194, PAGE 56 AND NOVEMBER 4,
1927 IN BOOK 276, PAGE 170 OF OFFICIAL RECORDS. (UNLOCATABLE)
THE BANK OF AMERICA OF CALIFORNIA, HOLDERS OF EASEMENTS FOR PIPELINES,
DITCHES, AQUEDUCTS AND INCIDENTAL PURPOSES, PER INSTRUMENTS RECORDED
AUGUST 29, 1929 IN BOOK 525, PAGE 270 AND JULY 12, 1930 IN BOOK 637, PAGE
166 OF OFFICIAL RECORDS. (UNLOCATABLE)
SEMI -TROPIC LAND AND WATER COMPANY, HOLDERS OF EASEMENTS FOR PIPELINES AND
INCIDENTAL PURPOSES, PER INSTRUMENTS RECORDED NOVEMBER 15, 1892 IN BOOK
168, PAGE 38 AND JANUARY 14, 1895 IN BOOK 204, PAGE 103 OF DEEDS.
(UNLOCATABLE)
THE FONTANA DEVELOPMENT COMPANY, HOLDERS OF EASEMENTS FOR PIPELINES AND
INCIDENTAL PURPOSES, PER INSTRUMENTS RECORDED MAY 31 1906 IN BOOK 377,
PAGE 238 AND JUNE 4, 1908 IN BOOK 419, PAGE 108 OF DEEDS. (UNLOC.ATABLK)
SEMI -TROPIC CITRUS LAND COMPANY, HOLDERS OF AN EASEMENT FOR PIPELINES AND
INCIDENTAL PURPOSES, PER INSTRUMENT RECORDED FEBRUARY 18, 1921 IN BOOK
704, PAGE 296 OF DEEDS. (UNLOCATABLE)
LYNWOOD COMPANY, HOLDERS OF EASEMENTS FOR PIPELINES AND INCIDENTAL
PURPOSES, PER INSTRUMENTS RECORDED JULY 29, 1927 IN BOOK 256, PA9E 266,
MAY 2, 1928 IN BOOK 359, PAGE 304 AND AUGUST 1, 1930 IN BOOK 641, PAGE 266
OF OFFICIAL RECORDS. (UNLOCATABLE)
.QRADIN-Q GENERAL NOTES
1. ALL WORK SHALL BE IN ACCORDANCE WITH APPENDIX CHAPTER 701, OF THE UNIFORM
BUILDING CODE, 1988 EDITION.
2. PRELIMINARY SOIL. REPORT PREPARED BY "C.H.J. GEOTECHNICAL INCORPORATED JOB NO.
90706-3 DATED AUGUST 29, 1990" WAS OBTAINED BY THE OWNER ONLY FOR THE
ARCHITECT/ENGINEER'S USE IN DESIGN AND IS NOT A CONTRACT DOCUMENT.
3. BUILDING PERMITS CAN NOT BE ISSUED UNTIL THE FOLLOWING ITEMS ARE COMPLETED TO
THE SATISFACTION OF THE BUILDING & SAFETY DIVISION.
I) GRADING INSPECTION BY A BUILDING AND SAFETY INSPECTOR.
II) FINAL COMPACTION REPORT/CERTIFICATION FROM THE SOIL ENGINEER.
III) GRADE CERTIFICATION BY THE CIVIL ENGINEER.
UTILITY AND PROJECT CONTACTS
FUTURE OWNER
CITY OF FONTANA
8353 SIERRA AVENUE
FONTANA, CA 92335
714-350-7600 (KERSTIN)
714-350-7697 (RAY)
EMPIRE CENTER CIVIL -ENGINEERING CONSULTANT
HAIL AND FOREMAN, INC.
3170 REDHILL AVENUE
COSTA MESA, CA 92626-3428
714-941-3570 (STEVE)
714-641-8777 (CINDY)
WATER PURVEYOR
WEST SAN BERNARDINO COUNTY WATER DISTRICT
855 W. BASELINE
RIALTO, CA 92376
714-875-1804
SANITARY SEWER
CITY OF FONTANA
8353 SIERRA AVENUE
FONTANA, CA 92335
714-350-7600 '
POWER SERVICE
SOUTHERN CALIFORNIA EDISON COMPANY
7951 REDWOOD AVENUE
FONTANA, CA 92333
714-357-6160
TELEPHONE SERVICE
PACIFIC BELL
3939 E. CORONADO STREET
ANAHEIM, CA 92507
714-359-2520
GAS SERVICE
SOUTHERN CALIFORNIA CAS COMPANY
P.O. BOX 3003
1981 LUGONIA AVENUE
REDLANDS, CA 92373-0306
714-335-7899
CABLE TELEVISION SERVICE
COMCAST CABLEVISION
1265 W. BROOKS STREET
ONTARIO, CA 91762
714-988-2999
MS. KERSTIN KOBLIK
REDEVELOPMENT PROJECT COORDINATOR
RAY BRAGG
CASE PLANNER
STEVE REINER, P.E.
SENIOR PROJECT MANAGER
CINDY SHAMBECK
MAPPING MANAGER
LEON LANG
PLANNER
ENGINEERING DEPARTMENT
MS. TWILA MOONEY
PLANNING ASSISTANT
CAROL VERBRUGGE
ENGINEER
VICKIE STEPHENS
DISTRIBUTION DEPARTMENT
DEBBIE
CONSTRUCTION DEPARTMENT
ESTIMATED
ON-SITE EARTHWORK QUANTITIU
INV.
Tur ur, BERN
INVERT
1.
RAW CUT 60
C.Y.
2.
12" OVEREXCAVATION (SCARIFICATION) OF
WATER METER
IIS
III
NATIVE SOILS PRIOR TO PLACEMENT OF FILL
CENTER LINE
-
(PER PRELIMINARY SOILS INVESTIGATION) 3,240
C.Y.
3.
TOTAL CUT 39300
C.Y.
4.
RAW FILL 4,500
C.Y.
5.
RECOMPACTION OF OVEREXCAVATED (SCARIFIED)
TOP OF FOOTING
. ' • . ' •
SOIL (5% SHRINKAGE FACTOR) 3,400
C.Y.
6.
CLEARING AND GRUBBING, SUBSIDENCE 300
C.Y.
7.
TOTAL COMPACTED FILL 8,200
C.Y.
8.
ESTIMATED IMPORT TO THE SITE 4,900
C.Y.
NOTE:
THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR
DETERMINING THEIR OWN
EDGE OF A.C. PAVEMENT
EARTHWORK QUANTITIES FOR BIDDING PURPOSES. THE
QUANTITES SHOWN HEREON
' R
ARE THE ENGINEER'S ESTIMATE ONLY AND ARE FOR THE SOLE PURPOSE OF
F.G.
DETERMINING CITY PLAN CHECK AND PERMIT FEES.
REFERENCE: CITY OF FONTANA PUBLIC WORKS
RIGHT OF WAY
. • ' •
1/2" RADIUS
r
3/4" DIA. SMOOTH
,' DOWELS 12" LONG
' • AT 24" O.C.
• . FL. a 0.507.
• MINIMUM
Z
. • . • • • 17. MIN.
X.
1
• ,.
.�
a
- t0"
NOTE:
CONTROL JOINTS TO BE A MINIMUM DETAIL "A"
OF 1/4" BITUMINOUS FELT AT 30! NOT TO SCALE
O.C. MAXIMUM
IV A"
N a - N 2 / "
1/2" RADIUS
• • F.L. a 0.50% '
• • ' • ' MINIMUM
_
1,
R = 1/2" -
',� '.' • BATTER
• : '. .: '
407
'17# MIN,
•lo '
BENCH MARK NO. 498
CITY OF FONTANA BENCH MARK NO. 498
PK NAIL UP 1.0 FOOT IN POWER POLE
#296593E AT THE NORTHWEST CORNER OF
ALDER AND SLOVER
ELEV. =1082.35
DATE:9/67
E.P. EDGE OF A.C. PAVEMENT
G.B. GRADE BREAK
DETAIL ''B" H.P. HIGH POINT
NOT TO SCALE
N
LOCATION OF TOOLED JOINTS AND EXPANSION JOINTS. MINIMUM
INV.
Tur ur, BERN
INVERT
LEGEND
COMPRESSIVE STRENGTH AT 28 DAYS I3 2000 PSI.
NOT TO SCALE
PROPERTY LINE
WATER METER
IIS
III
F.H.
CENTER LINE
-
2' -Om
T.C.
TOP OF CONCRETE CURB
Illi
GROUND COMPACTED TO AT LEAST 95% OF ITS MAXIMUM DENSITY AS SHOWN
T.R.W.
TOP OF RETAINING WALL
:: ': ;
T.F.
TOP OF FOOTING
. ' • . ' •
C.O.
F.S.
FINI SHED CONCRETE SURFACE
d'•'•
o
T.O.G.
TOP OF DRAIN BOX GRATE
GARAGE FINISHED FLOOR
M i N 1 M UM
'
'
BEGINNING OF VERTICAL CURVE
A.C.
ASPHALTIC CEMENT PAVEMENT
0.027 CU. YD. PER LIN. FT.
EDGE OF A.C. PAVEMENT
F.L.
FLOW LINE
' R
FINISHED CONCRETE SURFACE
F.G.
FINISHED GRADE OF DIRT
REFERENCE: CITY OF FONTANA PUBLIC WORKS
RIGHT OF WAY
. • ' •
DEPARTMENT STD. DETAIL 101
CONCENTRATED FLOW LINE
F.F.
FINISHED FLOOR OF BUILDING
30 L.F. 6o
CONSTRUCT 5' LONG TRANSITION FROM 0" CURB FACE TO 6" CURB FACE
B.S.
SACK OF SIDEWALK
NOTE: CONTROL JOINTS TO BE A MIN.
SHEET FLOW DRAINAGE
* EXP. 3-31-93 •,k
. ;
1/4" BITUMINOUS FELT AT 30'
TOP OF HEADWALL
E.G.
EDGE OF GUTTER
O.C. MAX.
• • ' ..�
• '•
,,; • ' ' ' '
E.P. EDGE OF A.C. PAVEMENT
G.B. GRADE BREAK
DETAIL ''B" H.P. HIGH POINT
NOT TO SCALE
N
85.0 PROPOSED ELEVATION
FOR D LESS THAN 150, B i 8" MINIMUM (85.00] FUTURE IMPROVEMENTS AS DESIGNED
AND 12" MAXIMUM BY HALL. AND FOREMAN
QUAN= CONSTRUCTION NOTES ' ' .• ''' • : ' H.G. HIGH PRESSURE GAS MAIN
o a BEDDING MATERIAL SHALL. CONSIST OF SAND, GRAVEL,
480 L.F. 1 CONSTRUCT 6" CONCRETE PLANTER CURB PER CITY STD. DETAIL 101 AS _ , • � ; ••'.. • ', :. � • .' , ! CRUSHED AGGREGATE OR NATIVE FREE -DRAINING G.V.
Q MATERIAL HAVING A SAND EQUIVALENT NOT GAS VALVE
SHOWN ON DETAIL "B" ON SHEET C'2.1•• ; '•' LESS THAN 30 AND A MAXIMUM GRAVEL SIZE OF '/,r." "i o, APPROXIMATE LOCATION OF FUTURE
• ' • • a - - DOUBLE 22 000 HPS STREET LIGHT
141900 S.F. 2O CONSTRUCT 6" THICK CONCRETE PAVEMENT WITH 6 X 6 - W1.4 X W1.4 -
EWWF MESH OVER 12" MINIMUM THICK GROUND COMPACTED TO AT LEAST � • ,
95% OF ITS MAXIMUM DENSITY. REFER TO SHEET Al.l FOR LOCATION OF .• ''
I ON ORNAMENTAL POLE
I.D. INSIDE DIAMETER
CONTROL JOINTS. MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS IS 4000 TRENCHING DETAI O.D. OUTSIDE DIAMETER
PSI. NOTE. FELT�AT 20I OSC�MBE A AXIMUMINIMUM OF 1/4" BITUMINOUS TYPICAL G GAS MAIN
2,650 S.F. O CONSTRUCT 4" THICK CONCRETE SIDEWALK. REFER TO SHEET A1.1 FM FELT
"C" NOT TO SCALE W WATER MAIN
LOCATION OF TOOLED JOINTS AND EXPANSION JOINTS. MINIMUM
INV.
Tur ur, BERN
INVERT
W.V.
COMPRESSIVE STRENGTH AT 28 DAYS I3 2000 PSI.
NOT TO SCALE
PROPERTY LINE
WATER METER
IIS
III
F.H.
CENTER LINE
-
2' -Om
T.W.
TOP OF WALL
Illi
GROUND COMPACTED TO AT LEAST 95% OF ITS MAXIMUM DENSITY AS SHOWN
T.R.W.
TOP OF RETAINING WALL
:: ': ;
T.F.
TOP OF FOOTING
C.O.
CLEANOUT
I
d'•'•
o
T.O.G.
TOP OF DRAIN BOX GRATE
GARAGE FINISHED FLOOR
M i N 1 M UM
'
.
BEGINNING OF VERTICAL CURVE
162 L.F. O
CONSTRUCT 6" CONCRETE CURB AND 12" GUTTER AS SHOWN ON DETAIL "A"
; •• • •. • , ; • •
EDGE OF A.C. PAVEMENT
•-°�
ON SHEET C2.1.
' R
FINISHED CONCRETE SURFACE
' '• W II
R/W
RIGHT OF WAY
. • ' •
•�-- �---
CONCENTRATED FLOW LINE
,
J
30 L.F. 6o
CONSTRUCT 5' LONG TRANSITION FROM 0" CURB FACE TO 6" CURB FACE
• ' : •• ; • � • :.• '
• .
SHEET FLOW DRAINAGE
* EXP. 3-31-93 •,k
. ;
T/HDWL.
TOP OF HEADWALL
N
34 L. F . 7
CONSTRUCT OPEN DRAINAGE CHANNEL AS SHOWN ON DETAIL "C" ON SHEET
• • ' ..�
• '•
,,; • ' ' ' '
(85.0)
EXISTING ELEVATION
C2.1.
c2.1.
t
•,
EXISTING CONTOUR ELEVATION
�OOtlr OJECT
►
85.0 PROPOSED ELEVATION
FOR D LESS THAN 150, B i 8" MINIMUM (85.00] FUTURE IMPROVEMENTS AS DESIGNED
AND 12" MAXIMUM BY HALL. AND FOREMAN
QUAN= CONSTRUCTION NOTES ' ' .• ''' • : ' H.G. HIGH PRESSURE GAS MAIN
o a BEDDING MATERIAL SHALL. CONSIST OF SAND, GRAVEL,
480 L.F. 1 CONSTRUCT 6" CONCRETE PLANTER CURB PER CITY STD. DETAIL 101 AS _ , • � ; ••'.. • ', :. � • .' , ! CRUSHED AGGREGATE OR NATIVE FREE -DRAINING G.V.
Q MATERIAL HAVING A SAND EQUIVALENT NOT GAS VALVE
SHOWN ON DETAIL "B" ON SHEET C'2.1•• ; '•' LESS THAN 30 AND A MAXIMUM GRAVEL SIZE OF '/,r." "i o, APPROXIMATE LOCATION OF FUTURE
• ' • • a - - DOUBLE 22 000 HPS STREET LIGHT
141900 S.F. 2O CONSTRUCT 6" THICK CONCRETE PAVEMENT WITH 6 X 6 - W1.4 X W1.4 -
EWWF MESH OVER 12" MINIMUM THICK GROUND COMPACTED TO AT LEAST � • ,
95% OF ITS MAXIMUM DENSITY. REFER TO SHEET Al.l FOR LOCATION OF .• ''
I ON ORNAMENTAL POLE
I.D. INSIDE DIAMETER
CONTROL JOINTS. MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS IS 4000 TRENCHING DETAI O.D. OUTSIDE DIAMETER
PSI. NOTE. FELT�AT 20I OSC�MBE A AXIMUMINIMUM OF 1/4" BITUMINOUS TYPICAL G GAS MAIN
2,650 S.F. O CONSTRUCT 4" THICK CONCRETE SIDEWALK. REFER TO SHEET A1.1 FM FELT
"C" NOT TO SCALE W WATER MAIN
SAIL BE ARDINO THOMM
GUIDE P-25= E-2
VICINITY MAP
NOT TO SCALE
FONTANA COMMUNITY
DEVELOPMENT DEPARTMENT
CENTRAL VALLEY
FIRE PROTECTION DISTRICT
CONSULTANT
CARL W. DONMOYER & ASSOC., INC.
CIVIL ENGINEERS LAND SURVEYORS
609 EAST ALOSTA AVENUE, SUITE B
GLENDeORA, CALIF. 91740 • (818) 963-5710
rnaut � • e�►•notwe,�,�� 8-I Z 41
MARK S. LAMOUREUX EXP. 3-31-93 RCE 38382
APPROVED
APPROVED
APPROVED
GRADING AND DRAINAGE PLAN
DRAWN R.P,D.R. G. H.
CHECKED • M.S.L.
DATE AUG. 1991
SCALE AS NOTED
.108 NO. 8913000
IC2. I
� JN 89- 69
LOCATION OF TOOLED JOINTS AND EXPANSION JOINTS. MINIMUM
SANITARY SEWER
W.V.
COMPRESSIVE STRENGTH AT 28 DAYS I3 2000 PSI.
NOT TO SCALE
W.M.
WATER METER
► ARYGOLD
F.H.
120 L.F.
CONSTRUCT 2' WIDE CONCRETE DRAINAGE SWALE OVER 12" MINIMUM THICK
2' -Om
GAS METER
I
S.M.H.
GROUND COMPACTED TO AT LEAST 95% OF ITS MAXIMUM DENSITY AS SHOWN
Z Io�O„ It -Off
Z
POWER POLE
ON DETAIL "D" ON SHEET C2.1.
STREET LIGHT
C.O.
CLEANOUT
I
17• IN. F.L. & 0.50% 1/2"
17. MIN.
G.F.F.
GARAGE FINISHED FLOOR
M i N 1 M UM
'
.
BEGINNING OF VERTICAL CURVE
162 L.F. O
CONSTRUCT 6" CONCRETE CURB AND 12" GUTTER AS SHOWN ON DETAIL "A"
; •• • •. • , ; • •
�RQFESS
B.C.
ON SHEET C2.1.
_.
•• • • •
! • • •
E.C.
END OF HORIZONTAL CURVE
AN
R/W
RIGHT OF WAY
FRWY
• •
'•
• •.
- - - +
30 L.F. 6o
CONSTRUCT 5' LONG TRANSITION FROM 0" CURB FACE TO 6" CURB FACE
• ' : •• ; • � • :.• '
• .
I.••-
* EXP. 3-31-93 •,k
. ;
' I
: , ,
'
'
N
34 L. F . 7
CONSTRUCT OPEN DRAINAGE CHANNEL AS SHOWN ON DETAIL "C" ON SHEET
• • ' ..�
•
,,; • ' ' ' '
F OF c Ni
C2.1.
c2.1.
OP
•,
�OOtlr OJECT
►
T.O �llA
SITE
I
OT
ST `
1 EA, o
CONNECT TO EXISTING 6" DIAMETER SEWER STUB WITH A 4" X 6"
3/4 DIA. SMOOTH DOWELS
REDUCER. INSTALL 6" DIA. V.C.P. CLEANOUT RISER TO WITHIN 12"
�
12" LONG AT 24" O.C.
MAXIMUM OF GROUND LINE PER CITY STD. DETAIL 125 AND DETAIL 125A
I
I
ASSHOWN ON DETAIL "E" ON SHEET C2.2.
leg f ST z A
21-201-
-,1AS
I
155 L.F: O
INSTALL 4" DIAMETER CAST IRON SANITARY SEWER ON-SITE TO WITHIN
NOTE: CONTROL JOINTS TO BE A MINIMUM OF 1/a" BITUMINOUS
'SANTA AWA
FELT AT 20' O.C. MAXIMUM
i
5' OF PROPOSED BUILDING PER THE INVERT ELEVATIONS SHOWN ON SHEET
Cl. I.
��
DETAIL 11D11
NOT TO SCALE
2 EA. 10
INSTALL 4" DIAMETER -CAST IRON ON-SITE SANITARY SEWER CLEANOUT A3
i
I
SHOWN ON DETAIL "F" ON SHEET C2.2.
>
vi
<
O
(
15 S.F. 20, CONSTRUCT RIP -RAP DISSIPATOR FOR STORM WATER RUNOFF A3 SHOWN ON
1 EA. 11
INSTALL 2" DIAMETER COPPER SERVICE, METER AND METER BOX PER WEST
DETAIL "G" ON SHEET C2.2.
U
R
SAN BERNARDINO COUNTY WATER DISTRICT STANDARD DRAWING NO. 4A.
1a.
ALL WORK TO BE DONE PER WEST SAN BERNARDINO COUNTY WATER
1 EA. 21 OMIT ONE 8" X 8" X 16" BLOCK, AT A BOTTOM ELEVATION OF 82.909 IN
1
DISTRICT SPECIFICATIONS, CONDITIONS AND STANDARD DRAWINGS. ALL
THE PROPOSED FREESTANDING PERIMETER BLOCK WALL IN ORDER TO ALLOW
LNLu W
<
COST OF INSTALLATION TO BE PAID BY CONTRACTOR.
WATER RUNOFF TO PASS THROUGH WALL. USE STEEL 16" 8" RECTANGULAR
STRUCTURAL TUBING, OR APPROVED EQUAL, IN PLACE OF OMITTED BLOCK
190 L.F.12
INSTALL 21/Z" DIA. COPPER WATER LINE FROM WATER METER TO WITHIN
FOR WALL SUPPORT.
�Ar
5' OF PROPOSED BUILDING WITH A MIN. COVER OVER THE PIPE OF 30".
'
I
1 EA. 22 CONSTRUCT NOTCH IN CONCRETE PLANTER CURB TO ALLOW FOR DRAINAGE
1 EA.13
INSTALL 6" DETECTOR CHECK ASSEMBLY FOR PROPOSED FIRE SERVICE PER
TO PASS THROUGH AS SHOWN ON DETAIL "H" ON SHEET C2.2.
WEST SAN BERNARDINO COUNTY WATER DISTRICT STANDARD DRAWING NO.
W-16. FIRE SPRINKLER CONTRACTOR TO DETERMINE DETAIL OF ASSEMBLY
320 S.F.23 CONSTRUCT 61�2" THICK CONCRETE SLAB WITH3 REBAR AT 12" O.C.
AND SECURE ALL NECESSARY PERMITS. ALL COST OF INSTALLATION TO
EACH'WAY AT IDPOINT OF SLAB THICKNESS OVER 12" MINIMUM THICK
BE PAID BY CONTRACTOR.
GROUND COMPACTED TO AT LEAST 95% OF ITS MAXIMUM DENSITY.
MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS IS 3000 PSI.
1 EA. 14
INSTALL POST INDICATOR VALVE AND FIRE DEPARTMENT CONNECTION.
FIRE SPRINKLER CONTRACTOR TO DETERMINE SIZE AND TYPE AND IS
300 S.F. 24 CONTRACTOR TO VERIFY CONCRETE PAD REQUIREMENT IN TRANSFORMER
RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS.
ENCLOSURES WITH THE UTILITY COMPANY.
320 L.F. 15
FIRE SPRINKLER CONTRACTOR TO DETERMINE SIZE OF AND INSTALL THE
THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THEIR OWN CONSTRUCTION
FIRE SPRINKLER LINE TO WITHIN S' OF THE PROPOSED BUILDING PER
QUANTITIES FOR BIDDING PURPOSES. THE QUANTITIES SHOWN HEREON ARE THE ENGINEERS
COUNTY FIRE AGENCY STD. 103. CONTRACTOR TO HAVE FIRE SPRINKLER
ESTIMATE ONLY AND FOR THE SOLE PURPOSES OF THE CITY PLAN CHECK AND PERMIT FEES.
SYSTEM PLANS APPROVED BY THE CENTRAL VALLEY FIRE AGENCY.
1 EA.16
INSTALL FIRE HYDRANT ASSEMBLY PER COUNTY FIRE AGENCY STD. 114.
----17
OFF-SITE STREET AND UTILITY IMPROVEMENTS PER PLANS PREPARED BY
HAIL, AND FOREMAN IN CONJUNCTION WITH THE "EMPIRE CENTER"
NOTE: CONTRACTOR SHALL. CONTACT UNDERGROUND SERVICE ALERT,
DEVELOPMENT TO BE CONSTRUCTED BY OTHERS.
1-800-422-41331 48 HOURS IN ADVANCE OF COMMENCEMENT
RECORD DRAWING
OF CONSTRUCTION, FOR EXISTING UTILITY LOCATION.
256 L.F. 18
CONSTRUCT CONCRETE BLOCK WALL ALONG PROPERTY LINE WITH A MAXIMUM
RETAINING BLOCK HEIGHT OF 2'-8" AND A TOP OF FREESTANDING BLACK
THESE RECORD DRAWINGS (AS -BUILT DRAWINGS)
PRIVATE'ENGINEER'S NOTICE TO CONTRACTOR
HEIGHT ELEVATION AS SHOWN ON SHEET Al, l . REFER TO DETAIL "I"
HAVE BEEN PREPARED BASED ON INFORMATION
ON SHEET C2.2 FOR A STRUCTURAL DETAIL OF THE SITE WALL ALONG THE
SUBMITTED, IN PART, BY OTHERS. WHILE THIS
SOUTH PROPERTY LINK.
INFORMATION IS BEUEVED TO BE REUABLE,
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES
OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH
WOLFF/LANG/CHRISTOPHER ARCHITECTS, INC.,
OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE
1(94 L.F. 19
INSTALL 4" DIAMETER CAST IRON DRAIN PIPE AT THE INVERT
HAS NOT VERIFIED THIS INFORMATION AND IS NOT
THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THIS MAP.
ELEVATIONS SHOWN ON SHEET C1.1 TO WITHIN 5' OF PROPOSED
RESPONSIBLE FOR ITS ACCURACY OR ADEQUACY,
g CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES
BUILDING. TAKE CAUTION TO INSURE THAT PIPE IS NOT BROKEN DURING
NOR FOR ANY ERRORS OR OMISSIONS WHICH MAY
TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF
CONSTRUCTION.
HAVE BEEN INCORPORATED INTO THESE
RECORD OR NOT SHOWN ON THIS DRAWING.
DOCUMENTS AS A RESULT.
SAIL BE ARDINO THOMM
GUIDE P-25= E-2
VICINITY MAP
NOT TO SCALE
FONTANA COMMUNITY
DEVELOPMENT DEPARTMENT
CENTRAL VALLEY
FIRE PROTECTION DISTRICT
CONSULTANT
CARL W. DONMOYER & ASSOC., INC.
CIVIL ENGINEERS LAND SURVEYORS
609 EAST ALOSTA AVENUE, SUITE B
GLENDeORA, CALIF. 91740 • (818) 963-5710
rnaut � • e�►•notwe,�,�� 8-I Z 41
MARK S. LAMOUREUX EXP. 3-31-93 RCE 38382
APPROVED
APPROVED
APPROVED
GRADING AND DRAINAGE PLAN
DRAWN R.P,D.R. G. H.
CHECKED • M.S.L.
DATE AUG. 1991
SCALE AS NOTED
.108 NO. 8913000
IC2. I
� JN 89- 69
S
SANITARY SEWER
W.V.
WATER VALVE
J
W.M.
WATER METER
► ARYGOLD
F.H.
FIRE HYDRANT
fON ANA
mospN
G.M.
GAS METER
I
S.M.H.
SANITARY SEWER MANHOLE
P.P.
POWER POLE
S.L,
STREET LIGHT
C.O.
CLEANOUT
I
T.O.C.W
TOP OF CHANNEL WALL .
G.F.F.
GARAGE FINISHED FLOOR
8 JOYIWEY�IRD
B.V.C.
BEGINNING OF VERTICAL CURVE
E.V.C.
END OF VERTICAL CURVE
�RQFESS
B.C.
BEGINNING OF HORIZONTAL CURVE
TAYLOR AV
E.C.
END OF HORIZONTAL CURVE
AN
R/W
RIGHT OF WAY
FRWY
x—loss-
- - - +
PROPOSED CONTOUR
No. 38382
I.••-
* EXP. 3-31-93 •,k
F
PROPOSED UNDERGROUND BUILDING
N
SPRINKLER FIRE LINE
"I0i
71 i iImN
F OF c Ni
1
TAM I
SAIL BE ARDINO THOMM
GUIDE P-25= E-2
VICINITY MAP
NOT TO SCALE
FONTANA COMMUNITY
DEVELOPMENT DEPARTMENT
CENTRAL VALLEY
FIRE PROTECTION DISTRICT
CONSULTANT
CARL W. DONMOYER & ASSOC., INC.
CIVIL ENGINEERS LAND SURVEYORS
609 EAST ALOSTA AVENUE, SUITE B
GLENDeORA, CALIF. 91740 • (818) 963-5710
rnaut � • e�►•notwe,�,�� 8-I Z 41
MARK S. LAMOUREUX EXP. 3-31-93 RCE 38382
APPROVED
APPROVED
APPROVED
GRADING AND DRAINAGE PLAN
DRAWN R.P,D.R. G. H.
CHECKED • M.S.L.
DATE AUG. 1991
SCALE AS NOTED
.108 NO. 8913000
IC2. I
� JN 89- 69
MARYCOlO �ai�O
it„,..�... J....
; I
”
J
AV
W PARK I AW
0
► ARYGOLD
fON ANA
mospN
I
<
I
►-
it'
I
I
v'
O
J
ino, VALLEY
I
, I
BLVD
8 JOYIWEY�IRD
(
a
VAIt Y
I ,
<
TAYLOR AV
AN
I '
I BERNARDINO
' I
FRWY
- - - +
Y
I.••-
QtA
N
VLOVE R
71 i iImN
AV
1
TAM I
NAR
�OOtlr OJECT
►
T.O �llA
SITE
I
OT
ST `
0
�
1
r
I
I
leg f ST z A
I
V�< .1
� o
'SANTA AWA
i
n
i
I
>
vi
<
O
(
I
U
R
V)
1a.
MAYWOOO
I
T
1
,
8
LNLu W
<
o
i
�Ar
I
SAIL BE ARDINO THOMM
GUIDE P-25= E-2
VICINITY MAP
NOT TO SCALE
FONTANA COMMUNITY
DEVELOPMENT DEPARTMENT
CENTRAL VALLEY
FIRE PROTECTION DISTRICT
CONSULTANT
CARL W. DONMOYER & ASSOC., INC.
CIVIL ENGINEERS LAND SURVEYORS
609 EAST ALOSTA AVENUE, SUITE B
GLENDeORA, CALIF. 91740 • (818) 963-5710
rnaut � • e�►•notwe,�,�� 8-I Z 41
MARK S. LAMOUREUX EXP. 3-31-93 RCE 38382
APPROVED
APPROVED
APPROVED
GRADING AND DRAINAGE PLAN
DRAWN R.P,D.R. G. H.
CHECKED • M.S.L.
DATE AUG. 1991
SCALE AS NOTED
.108 NO. 8913000
IC2. I
� JN 89- 69