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GENERAL NOTES:
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLAN AND STANDARDS AND
SPECIFICATIONS OF THE COUNTY OF SAN BERNARDINO.
2. A PERMIT FROM THE SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT WILL BE REQUIRED
BE REQUIRED PRIOR TO THE BEGINNING OF ANY WORK OR CONSTRUCTION WITHIN THE COUNTY
RIGHT-OF-WAY OR EASEMENT.
3. ALL PIPE LINES OR SUBSTRUCTURES OF ANY KIND (AND TELEPHONE OR POWER POLE,WATER METERS,
VALVES, HYDRANTS, ETC.) SHOWN OR NOT SHOWN ON THIS PLAN, WITHIN THE LIMIT OF THIS
DEVELOPMENT OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE, SHALL BE REMOVED
OR RELOCATED AT DEVELOPER'S EXPENSE AS REQUIRED AT NO COST TO THE SAN BERNARDINO COUNTY
TRANSPORTATION DEPARTMENT. IT SHALL BE THE OWNER'S RESPONSIBILITY TO NOTIFY ALL AGENCIES
CONCERNED..
4. WHEN ASPHALT CONCRETE IS PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL,
THE SUB -GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE
UB -GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE -GRADED MATERIAL
F AQ UALITY BETTER THAN THE NATIVE MATERIAL. IF ASPHALT CONCRETE IS TO BE PLACED
IRECTLY ON SUB -GRADE, A SOIL STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C.
ND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMENDED RATE FOR THE
ULL PAVEMENT WIDTH PRIOR TO PAVING.
5t OEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT
E WORK TO THE PLAN GRADES.
6I NLL SEWER, GAS AND WATER MAINS AND LATERALS SHALL BE CONSTRUCTED TO EACH INDIVIDUAL
OT PRIOR TO PAVING.
71 OMPACTING TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND,
ND ALL SUB -GRADES SHALL BE PERFORMED AT NO COST TO SAN BERNARDINO COUNTY. A WRITTEN
EPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CONTRACTS ADMINISTRATION
IVISION OF THE COUNTY TRANSPORTATION DEPARTMENT FOR APPROVAL PRIOR TO PLACEMENT OF
ASE MATERIALS AND/OR SURFACING.
81 T THE COMPLETION OF ROUGH GRADING, A MATERIAL REPORT AND THE PROPOSED STRUCTURAL
ECTION SHALL BE SUBMITTED BY THE ENGINEER TO THE LAND DEVELOPMENT SECTION OF THE
AN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT FOR REVIEW AND EVALUATION. APPROVAL
LL BE GIVEN WHEN ALL STRUCTURAL REQUIREMENTS HAVE BEEN MET.
91 T THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CONTRACTS
NGINEER OF THE SAN BERNARDINO COUNTY TRANSPORTAION DEPARTMENT LISTING ALL TEST OF
ETERMINATIONS COMPLETED : TO VERIFY a) R -VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF
IGGREGATE BASES; b) STABILITY OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING.
10. ANSPORTATION DEPARTMENT APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM OR
STIMATES OF QUANTITIES.
11.�RIOR
N ENCROACHMENT PERMIT MUST BE OBTAINED FROM THE COUNTY TRANSPORTATION DEPARTMENT
TO MAKING APPLICATION AND ISSUANCE OF A GRADING PERMIT OR BUILDING PERMIT.
SCALE: NONE
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Uderground Service Alert
Call: TOLL FREE
1-800 422-4133
TWO WORKING DAYS BEFORE YOU DIG
PAVEMENT
OORT
EXI TING TOP OF BERM
® 7.5 RIGHT �,`� `KIK'
Ec' _ sic nnoT
2+00 3+00 4+00
PROFILE SCALE
HORIZONTAL: 1' 40'
VERTICAL 1" 4'
N
EXIST R/W
a �
00 DIRTY
EXIST
XIST AC BE F
EXIS 2
AC PAVEMENT
Q EXIST R/W
All
F
Zh
z
Mui
in
IR
TYP
PARCEL No. 2
P.M. NO. 3486
BENCH MARK:
FD. 1 1/4" I.P. IN LIEU OF R.R. SPIKE
CL INTERSECTION OF CALABASH AVE. &
SANTA ANA AVE.
ELEV.: 956.42'
REF. ROAD DWG: 200250 112-113
CALABASH
PLAN
SCALE: 1" = 40'
FIELD BOOK REF.
4 /
5+00 6+00
c z
m
cap $ � z
12 y~j
6' c m
y F �+
F M N
o !h N F
aD m O O N
_W 0.
- - - -
��sti EXIST
50' DWY — - EXIST AC BERM—
EXIST FLS — —
ti.ryy.
6 .......... EXIST FL -y
'-EXIST AC BERM
AVE.
COUNTY OF SAN BERNARDINO
ROAD. DEPARTMENT
PROJE(
SITE
BY
N A
PL q/lef/
ENGR. DATE COUNTY ENGINEER DATE
VICINITY
MAP 3; "
TO DRAIN
c :.a
O v
C +
LEGEND & ABBREVIATIONS
O
J
24.21
DESIGN ELEVATION -. NO PARENTHESIS
'' EXIST TO
OF BEM
& Fl
ASPHALT CONCRETE
PCC
PORTLAND CEMENT CONCRETE
DWY
DRIVEWAY
EXIST
EXISTING
FL
J
a�
J q �"
FINISH SURFACE ELEVATION
GB
GRADE BREAK
ao
TOP OF BERM ELEVATION
TC
TOP OF CURB ELEVATION
Sao 15 LE
T
TS
TRAFFIC SIGN
TRAN
TRANSITION
R/W
RIGHT-OF-WAY
PP
POWER POLE
C&G
ILLM CO
QO ON1 N
MAIL BOX
O
U J
i�
IA
co
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25.00LT
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FINISH;
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w
15 LEFT
20.90LT
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20.00LT
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EXISTING GRADE; ®
11
1."..2�-
':
N
AN
�'19
25.000L
ary`
_
OORT
EXI TING TOP OF BERM
® 7.5 RIGHT �,`� `KIK'
Ec' _ sic nnoT
2+00 3+00 4+00
PROFILE SCALE
HORIZONTAL: 1' 40'
VERTICAL 1" 4'
N
EXIST R/W
a �
00 DIRTY
EXIST
XIST AC BE F
EXIS 2
AC PAVEMENT
Q EXIST R/W
All
F
Zh
z
Mui
in
IR
TYP
PARCEL No. 2
P.M. NO. 3486
BENCH MARK:
FD. 1 1/4" I.P. IN LIEU OF R.R. SPIKE
CL INTERSECTION OF CALABASH AVE. &
SANTA ANA AVE.
ELEV.: 956.42'
REF. ROAD DWG: 200250 112-113
CALABASH
PLAN
SCALE: 1" = 40'
FIELD BOOK REF.
4 /
5+00 6+00
c z
m
cap $ � z
12 y~j
6' c m
y F �+
F M N
o !h N F
aD m O O N
_W 0.
- - - -
��sti EXIST
50' DWY — - EXIST AC BERM—
EXIST FLS — —
ti.ryy.
6 .......... EXIST FL -y
'-EXIST AC BERM
AVE.
COUNTY OF SAN BERNARDINO
ROAD. DEPARTMENT
PROJE(
SITE
BY
N A
PL q/lef/
ENGR. DATE COUNTY ENGINEER DATE
CONSTRUCTION NOTES =
1Q REMOVE EXIST AC BERM.
O2 CONSTRUCT 8" CURB & GUTTER PER STD DWG NO. 115.
O CONSTRUCT 8" AC DIKE PER STD DWG NO. 117.
O4 CONSTRUCT 6' WIDE SIDEWALK PER STD DWG NO. 109 TYPE "C.."
O5 CONSTRUCT DRIVEWAY PER STD DWG NO. 128 (STRAIGHT GRADE).
O6 CONSTRUCT AC OVER PREPARED SUB BASE PER SOIL TEST.
t 77 FEATHER OVERLAY 2' MINIMUM. y
O INSTALL 4 MARKERS PER STD. DWG NO. 304.
O REMOVE & RELOCATE MAILBOX PER STD DWG NO. 312.
10 REMOVE EXIST DRIVEWAY
12 REMOVE AND RELOCATE WATER METER IN THE PARKWAY BEHIND C
13 REMOVE TRAFFIC SIGN AND RELOCATE TO STA 4+25.00
24" WEST OF CURB FACE.
RECORD OF OWNER AND APPLICANT
DANIEL L SLOAN
11252 CALABASH AVENUE
FONTANA, CA 92335
PH (714) 357-1194
®CIVIL TRANS INC.
ENGINEERING, PLANNING, SURVEYING lAY,ko 14 4S�
2008 Pathfinder Road, Suite 104
Diamond Bnr, California 91765
(909) s98-II31 1 K� az779
6/30/98
STREET IMPROVEMENT PLANS W.O. NO.
CALABASH AVENUE ROAD NO.
00250
INDEX No. W138-112 FILE N0.
112-113
SHEET 1 OF 1
APN 236-151-51
5314-1
owe\450-i4\smc
4 \ 94
VICINITY
MAP 3; "
N.T.S.
c :.a
_a
C +
LEGEND & ABBREVIATIONS
24.21
DESIGN ELEVATION -. NO PARENTHESIS
(24,21)
EXISTING ELEVATION - WITH PARENTHESIS
AC
ASPHALT CONCRETE
PCC
PORTLAND CEMENT CONCRETE
DWY
DRIVEWAY
EXIST
EXISTING
FL
FLOW LINE ELEVATION
FS
FINISH SURFACE ELEVATION
GB
GRADE BREAK
TB
TOP OF BERM ELEVATION
TC
TOP OF CURB ELEVATION
WM
WATER METER
TS
TRAFFIC SIGN
TRAN
TRANSITION
R/W
RIGHT-OF-WAY
PP
POWER POLE
C&G
CURB AND GUTTER
MB
MAIL BOX
CONSTRUCTION NOTES =
1Q REMOVE EXIST AC BERM.
O2 CONSTRUCT 8" CURB & GUTTER PER STD DWG NO. 115.
O CONSTRUCT 8" AC DIKE PER STD DWG NO. 117.
O4 CONSTRUCT 6' WIDE SIDEWALK PER STD DWG NO. 109 TYPE "C.."
O5 CONSTRUCT DRIVEWAY PER STD DWG NO. 128 (STRAIGHT GRADE).
O6 CONSTRUCT AC OVER PREPARED SUB BASE PER SOIL TEST.
t 77 FEATHER OVERLAY 2' MINIMUM. y
O INSTALL 4 MARKERS PER STD. DWG NO. 304.
O REMOVE & RELOCATE MAILBOX PER STD DWG NO. 312.
10 REMOVE EXIST DRIVEWAY
12 REMOVE AND RELOCATE WATER METER IN THE PARKWAY BEHIND C
13 REMOVE TRAFFIC SIGN AND RELOCATE TO STA 4+25.00
24" WEST OF CURB FACE.
RECORD OF OWNER AND APPLICANT
DANIEL L SLOAN
11252 CALABASH AVENUE
FONTANA, CA 92335
PH (714) 357-1194
®CIVIL TRANS INC.
ENGINEERING, PLANNING, SURVEYING lAY,ko 14 4S�
2008 Pathfinder Road, Suite 104
Diamond Bnr, California 91765
(909) s98-II31 1 K� az779
6/30/98
STREET IMPROVEMENT PLANS W.O. NO.
CALABASH AVENUE ROAD NO.
00250
INDEX No. W138-112 FILE N0.
112-113
SHEET 1 OF 1
APN 236-151-51
5314-1
owe\450-i4\smc
4 \ 94