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RECORD DRAWING M
' THESE RECORD DRAWINGS (AS -BUILT DRAWINGS) (',P�'�
HAVE BEEN PREPARED BASED ON INFORMATION
,•I 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 !
i � I
HAVE BEEN INCORPORATED INTO THESE
DOCUMENTS AS A RESULT./
� /" !" � � • � � � ' VOA
NOTE: THE EXISTING TOPOGRAPHY SHOWN HEREON (.SCREENED INFORMATION)
WAS COMPILED BY A FIELD SURVEY PERFORMED BY PFEILER A ASSOCIATES
ENGINEERS, 612 N. DIAMOND BAR BLVD., DIAMOND BAR, CA 91765, (714)
595-4077 UNDER THE DIRECTION OF PETER F. PFEILEtt (R.C.g• 12507) FOR
THE FONTANA FIRE A POLICE STATION. CARL W. DONMOYER AND ASSOCIATES
INC. ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE TOPOGRAPHIC
INFORMATION SHOWN HEREON IN THE DESIGN OF THE PROPOSED DEVELOPMENT.
0
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QUAN.
CONSTRUCTION NOTES
750 L.F.
Ul CONSTRUCT 6" CONCRETE PLANTER CURB PER CITY STD. DETAIL 101
AS SHOWN ON DETAIL "C" ON SHEET C 2.1.
181000 S.F.
O2 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 A1.1
FOR LOCATION OF CONTROL JOINTS.
6,900 S.F.
O/.��NSTRUCT 4" THICK CONCRETE SIDEWALK. REFER TO SHEET Al.l
FOR LOCATION OF TOOLED JOINTS AND EXPANSION JOINTS.
200 L F
4 CONSTRUCT 2 WIDE CONCRETE DRAINAGE SWALE OVER 12" I
MIN MUM
O
THICK GROUND COMPACTED TO AT LEAST 95% OF ITS MAXIMUM
DENSITY AS SHOWN ON DETAIL "B" ON SHEET C2.1.
215 L.P.
OS CONSTRUCT 6" CONCRETE CURB AND 12" GUTTER AS SHOWN ON
DETAIL "A" ON SHEET C2.1.
1 EA.
6 CONSTRUCT 24" X 24" CONCRETE DRAIN BOX AS SHOWN ON DETAIL
O
"I" ON SHET C2.1.
145 L.F.
O7 INSTALL 8" DIAMETER SDR 35 PVC DRAIN PIPE AT THE INVERT
ELEVATIONS SHOWN ON SHEET C1,1. TAKE CAUTION TO INSURE
THAT PIPE IS NOT BROKEN DURING CONSTRUCTION.
60 L.F.
O8 CONSTRUCT SIDEWALK DRAIN (SIZE 3) PER CITY STD. DETAIL 124-
A AS SHOWN ON DETAIL "E" ON SHEET C2.1.
715 S.F.
O9 CONSTRUCT 6" THICK CONCRETE DRIVEWAY APPROACH PER CITY STD.
DETAIL 102-C AS SHOWN ON DETAIL "D" ON SHEET C2.1 WITH
W-34'-2" AND A RADIUS OF 9'.
560 S.F.
10 CONSTRUCT 6" THICK CONCRETE DRIVEWAY APPROACH PER CITY STD.
DETAIL 102-C AS SHOWN ON DETAIL "D" ON SHEET C2.1 WITH
W-34'8" AND A RADIUS OF 11.5'.
1 EA.
11 CONNECT TO EXISTING 8" DIAMETER V.C.P. SEWER STUB WITH A 4"
X 8" V.C.P. REDUCER- INSTALL 4" DIA. V.C.P. CLEANOUT MISER
TO WITHIN 12" MAXIMUM OF GROUND LINE PER CITY STD. DETAIL
125 AS SHOWN ON DETAIL "G" ON SHEET C2.2 IF ONE IS NOT
ALREADY PRESENT.
145 L.F.
12 INSTALL 4" DIAMETER CAST IRON SANITATY SEWER ON-SITE PER
THE INVERT ELEVATIONS SHOWN ON SHEET C1.1.
2 EA.
13 INSTALL 4" DIAMETER CAST IRON ON-SITE SANITARY SEWER
CLEANOUT AS SHOWN ON DETAIL "H" ON SHEET C2.2.
1 EA.
G INSTALL 2" DIAMETER COPPER SERVICE, METER AND METER BOX PER
SAN GABRIEL VALLEY WATER COMPANY STANDARD DRAWING NO. 3-B
AS SHOWN ON DETAIL "F" ON SHEET C2.2. CONNECT SADDLE TO
THE EXISTING 16" DIAMETER ASBESTOS CEMENT CLASS 150---
CERTAIN-TEED FABRICATION---CERTAIN-TEED JOINT ---BARE WITH
COPPER WIRE TREATED WATER MAIN (16" PKHN ABREVIATION PER
WATER COMPANY). ALL WORK TO BE DONE PER SAN GABRIEL VALLEY
WATER COMPANY SPECIFICATIONS, CONDITIONS AND STANDARD
DRAWINGS.
665 S.F.
15 SAWCUT AND REMOVE EXISTING 4" THICK CONCRETE SIDEWALK ALONG
WITH CURB AND GUTTER IN ORDER TO CONSTRUCT PROPOSED
CONCRETE DRIVEWAY APPROACH.
4 F.A.
G INSTALL ON-SITE STORM DRAIN CLEANOUT AS SHOWN ON DETAIL "J"
ON SHEET C2.1.
125 EA.
17 INSTALL 6" DIAMETER SDR 35 PVC DRAIN PIPE AT THE INVERT
ELEVATIONS SHOWN ON SHEET C1.1. TAKE CAUTION TO INSURE
THAT PIPE IS NOT BROKEN DURING CONSTRUCTION.
35 L.F.
18 INSTALL 8" DIAMETER SDR 35 PVC SLEEVE UNDER THE PROPOSED
CONCRETE DRIVE FOR THE 6" DIAMETER DRAIN PIPE. TAKE
CAUTION TO INSURE THAT PIPE IS NOT BROKEN DURING
CONSTRUCTION.
2 EA.
19 INSTALL 12" X 12" PLASTIC DRAIN BOX WITH ATRIUM GRATE
MANUFACTURED BY NATIONAL DIVERSIFIED SALES, INC. AS SHOWN
ON DETAIL "K" ON SHEET C2.1.
15 L.F.
20 CONSTRUCT 5' LONG TRANSITION FROM 1" CURB FACE TO 6" CURB
FACE.
72 L.F.
21 INSTALL 4" DIAMETER SDR 35 PVC DRAIN PIPE AT THE INVERT
ELEVATIONS SHOWN ON SHEET C1.1. TAKE CAUTION TO INSURE
THAT PIPE IS NOT BROKEN DURING CONSTRUCTION.
1 EA.
22 CONSTRUCT ON-SITE TRASH ENCLOSURE PER DETAIL 9 ON
ARCHITECTURAL DRAWINGS SHEET A1.3.
2 EA.
23 INSTALL 8" X 6" DIAMETER PVC DRAIN PIPE REDUCER.
2 EA.
24 INSTALL 6" X 4" DIAMETER PVC DRAIN PIPE REDUCER.
1 EA.
25 INSTALL 4" DIAMETER SDR 35 PVC DRAIN PIPE THROUGH THE
PROPOSED BLOCK WALL AT AN INVERT ELEVATION OF 24.25 TO
ALLOW FOR OVERFLOW DRAINAGE TO PASS THROUGH. SEAL ANY
VOID AREA BETWEEN THE BLOCK AND THE PIPE WITH \GROUT.
20 L.F. 26 CONSTRUCT 3" CONC. PLANTER CURB PER DETAIL "L" ON SHEET _C2.1.
6 L.F. 27 CONSTRUCT 3' LONG TRANSITION FROM 3" CURB FACE TO 6" CURB FACE.
25 S.F. 28 SAWCUT AND REMOVE EXISTING CONCRETE SIDEWALK AND CONSTRUCT
NEW CONCRETE SIDEWALK PER SHEET A1.1.
24 L.F. 29 CONSTRUCT SIDEWALK DRAIN (SIZE 1) PER CITY DETAIL 124-A AS
SHOWN ON DETAIL "E" ON SHEET C2.1.
145 L.F. 30 INSTALL 2" DIA. COPPER WATER LINE FROM WATER METER TO BACKFLOW
PREVENTION DEVICE WITH A MIN. COVER OVER THE PIPE OF 30".
1 EA. 31 INSTALL 6" DETECTOR CHECK ASSEMBLY FOR PROP. FIRE SERVICE.PER
SAN GABRIEL VALLEY WATER CO. STDS. FIRE SPRINKLER CONTRACTOR TO
DETERMINE DETAIL OF ASSEMBLY AND SECURE ALL NECESSARY PERMITS.
1 EA. 32 INSTALL POST INDICATOR VALVE AND FIRE DEPARTMENT CONNECTION.
FIRE SPRINKLER CONTRACTOR TO DETERMINE SIZE AND TYPE AND IS
RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS.
(p4 01A •
360 L.F. G FIRE SPRINKLER CONTRACTOR TO DETERMINE SIZE 4 TALL
THE FIRE SPRINKLER LINE TO WITHIN 5' OF THE PR OSED BUILhING .
x PER COUNTY FIRE AGENCY STD. 103.
38382
......... ,.......... E 3-31-91 1 EA.34 INSTALL FIRE HYDRANT ASSEMBLY BETWEEN THE DETECTOR CHECK
PRIVATE ENGINEER'S NOTICE TO CONTRACTOR NOTE: CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT, ` � µ J'�9 CwIV\Q' ASSEMBLY AND THE POST INDICATOR VALVE PER COUN'T'Y FIRE AGENCY
1-800-422-4133, 48 HOURS IN ADVANCE OF COMMENCEMENT µ T�' ���STD. 114.
AS
THE EXISTENCE AND LOCATION OF ANY'F C
UNDERGROUND UTILITY PIPES OF CONSTRUCTION, FOR EXISTING UTILITY LOCATION.
OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH E N H MARK
OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE LEGAL DESCRIPTION � FOR SITE DIMENSIO S REFER TO
THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THIS MAP. TENTATIVE PARCEL MAP IONO. 12495, UNRECORDEDBEING A SUBDIVISION DATUM PER CITY OF FONTANA STREET IMPROVEMENT PLANS SOUTHRIDGE
,
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES VILLAGE PLAN N0. D-1900 TOP OF CURB SOUTHWEST CORNER LIVE OAK
OF A PORTION OF LOT 22 OF TRACT N0. 12064-2 IN THE CITY OF FONTANA
TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF SITE PLAN ON SHEET NO. A."Im"I ELEVATION = 914.30 (1984)AVENUE AND OLD LIVE OAK AVENUE.
COUNTY OF SAN BERNARD INO , STATE OF CALIFORNIA AS RECORDED IN MAP
RECORD OR NOT SHOWN ON THIS DRAWING. AOOK 176 PAGES 77 TO 97, RECORDS OF SAN BERNARDINO COUNTY.
CITY OF
F�i�iANA
FIRS ANS
POLICE CONTACT
STATION
NO.
AOL
oa
00
FONTANA COMMUNITY
DEVELOPMENT DEPARTMENT
CENTRAL VALLEY
FIRE PROTECTION DISTRICT
FONTANA
POLICE DEPARTMENT
CONSULTANT
CARL W. DONMOYER a ASSOC., INC.
CIVIL ENGINEERS LAND SURVEYORS
609 EAST ALOSTA AVENUE; SUITE B
OLENDORAg CALIF► 91740 1 (818) 963-5710
MARK S. LAMOU EU EXP. 3-31-033 RCE 38382
OUR
GRACING AND DRAINAGE PL
DRAWN G.N.
CHECKED M.S.L.
DATE AUG. '90
SCALE I" = 20'
JOB NO 8913000
✓N 89 - 69
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