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"NOTE:
QUANTITY OF PAVING MATERIAL ARE AS FOLLOWS:_
A.0 ..............611 TONS
BASE ........... 958 TONS
CONCRETE ... 610 CUBIC YARDS
OTHER
PRECISE GRADING PLAN
FOR CUP 3320
t
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DATE:
SEAL:
7. TO BE COMPLETED UPON COMPLETION OF PROJECT
"I HERE BY CERTIFY, IN ACCORDANCE WITH SECTION 6703 OF THE BUSINESS AND PROFESSIONS
CODE, THAT ALL OF THE WORK SHOWN ON DRAWINGS THROUGH MARKED "AS --BUILT" HAS
BEEN CONSTRUCTED iN CONFORMANCE WITH LiNES AND GRADES ANIS DETAILS AND SPECIFICATIONS, AS
SHOWN ON SAID PLANS AND REFERRED DRAWINGS.
BY: `
DATE:
SEAL
8. EARTHWORK QUANTITIES
FILL 860 CY
CUT 860 CY
IMPORT 0 CY
NOTE: THE ABOVE QUANTITIES ARE FOR PLAN CHECK PURPOSES AND THEY ARE NOT TO BE USEP
FOR CONSTRUCTION BIDDING PURPOSES.
LEGEND
EX. POWER POLE
EX. WATER VALVE
EX. MANHOLE AS INDICATED
EX. STREET LIGHT
EX. CONTOURS
EX. STORM DRAIN
EX. SEWER
EX. WATER
EX. CONTOUR
EX. LOT LINE
PROP CONTOURS
PROP. FLOW LINES
PROP. DAYLIGHT/TOP OF SLOPE
LOT LINE
PROP. BLDG. FOOTPRINTS
R/W P/L
LIMITS OF CONSTRUCTION/GRADING
LP LOW POINT
FG FINISH GROUND
PL
r. #R
PROPERTY
FS FINISH SURFACE
WV
WATER VALVE
TC #` OF CURB
WM
WATER METER
FL FLOW LINE
SC
SEWER CLEANOUT
TG . R OF
GATE
SM
SEWER MANHOLE
INV INVERT
SD
STORM DRAIN MANHOLE
EX EXISTING
CB
CATCH BASIN
AC ASPHALT CONCRETE
.i
AGGREGATE BASE
HP
POINTAB
HIGH
PCC PORTLAND CEMENT CONCRETE
EP
EDGE OF PAVEMENT
R VITRIFIED PIPE
i
DRIVEWAY
r
ACP ASBESTOS — CEMENT PIPE
SIDEWALK
A
R` PIPE
De'I
. R
CURB
FACEIP
PVCDUCTILE
POLYVINYL CHLORIDE
is
FLOOR
PIV POST INDICATOR VALVE
CSP
CORRUGATED STEEL PIPE
.. IRRIGATION
JUNCTION STRUCTURE
i STORM DRAIN
RCP
REINFORCED CONCRETE PIPE
S SEWER
G
GAS
W WATER
T
TELEPHONE
E ELECTRIC
"#RIGHT—OF
TELEVISIONCATV CABLE
SHEET INDEX:
1 TITLE SHEET
2 CONSTRUCTION NOTES'
DETAILS & SECTIONS
3 GRADING PLAN
r Tm"DOWNMIA
vI I ITY'�--
_ N.T.S.
MEAD VALLEY AREA
SECTION 12, T.4 S., 4 W., S, B. M.IP 02007�_-,
�
3
'N
ENGINEER OF WORK: % F e .
::,,
;,w -=2t}3.4 Cotnec,.Averaue, Suite 207
AC C ES Inc. , Los Angeles 900325
s �i",. z .4, `,, Tel
31t}-479-7183
.'; '" Fax: 3103 479-1286
Engineering ,
°- ?r : , www.accesinc.net
h
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Y x'`
08--30--DR
HAMID R. ASSADI R.C. ; 5 4i 9, L.C. EXP. DATE
GRADING PLANS FOR THE IMPROVEMENT OF:
CIRCLE K and JACK IN THE BOX
CONSTRUCTION NOTES, DETAILS, & SECTION
COUNTY OF RIVERSIDE
19.248 HARVII_L AVENUE, PERRIS,'' CA 92570
APN # 317-110-028-1
IP 020078
CUP 3320
COUNTY ENGINEER RCE DATE
REVISIONS BY DATE DESIGN BY
PLAN CHECK 11.14.01 CHECKED BY:
PLAN CHECK 12.17.01 DRAWN; BY.
PIAN CHECK 9.16.01 SPEC. NO
SHT. OF SHT.(S)
Q 01 9kow
Nwffll gel: 101MV141 L1
l�
�f
L! i""' i
�i
NO STREET WORKS PRIOR f
TO APPROVAL AND PERMIT
1 FROM TRANSPORTATION f
1
1
IC
I�
'N
14.80
14.3(
I R= 180'-0"
PRECISE
R A D I N PLAN
I
i
j
TOP OF CURB
FS —
1+15.80
CIRCLE K
Construct
6"curb per County of Riverside Standard drawings (CRSD) No. 203 & 204
FOR
(3,600 SF.)
/
C
--16.00--
3
t
Construct
depressed curb to accommodate handicapped access see G—
+5.90
IPAD= 17.4
Construct
curb and gutter—combined per CRSD No. 200 & 201
15.90
tt
I
Construct
CRDS—gutter per CRSD no. 209, 209A
+5.4
PROPOSED
Not Used
RETAIL STORE
�
(31200 SF.)
Construct
3" AC over 6" AB driveway pavement per soils report recommendations
16.00 FF= 18.30
\: J
Construct
3" AC over 4" AB parking pavement per soils report recommendations
CONCREI
$
Construct
6" PCG per soils report recommendations
LTJ
Construct
pedestrian curb ramp (type as noted per plan) per CRSD No 403
Not Used
—.� TRASH .....
Construct
$ wide (unless other wise noted ) side walk per CRSD No. 400 & 401
Grading Plan
Scale: • 0
V _1% r v -V114 %X r RwR Rt..`
RECORD DRAWING
WATER SERVICE (4" LINE).
.80
I
i
j
TOP OF CURB
FS —
1+15.80
CIRCLE K
FINISH FLOOR
FL —
STORE
0
(3,600 SF.)
/
EXISTING
--16.00--
16.00
t
DIRECTION OF FLOW
FF= 118.30
+5.90
IPAD= 17.4
e
IA
15.90
tt
I
+5.4
PROPOSED
I
RETAIL STORE
�
(31200 SF.)
o
16.00 FF= 18.30
( 00
CONCREI
OC
B+T15].6O
+15.60
J17.30FS
REMOVAL NOTES
30 Sawcut and remove existing A.C. pavement, and/or driveway, and/or pedestrian ramp,
and/or curb & gutter, and/or sidewalk, and/or V --gutter to accommodate proposed
improvements
KEY NOTES
Q Protect item(s) in place as noted per plan
Site wall per separate plan 0`
® Trash enclosures per architecture plan
LEGEND
TC —
TOP OF CURB
FS —
FINISH SURFACE
FF -
FINISH FLOOR
FL —
FLOW LINE
ELEVATl ON
15.80,
EXISTING
--16.00--
EXISTING CONTOUR LINE
t
DIRECTION OF FLOW
BLOCK
COATED WITH ANTI—GRAFFITI COATING
AS APPROVED BY COUNTY OF RIVERSIDA
— — DAYLIGHT CUT/FILL
20' 10' 0 20'
GRAPHIC SCALE
ENGINEER OF WORK:FY '
ACCES Inc,Ag
}
Engineering -1;19 Z111
`'
40'
20,34 Costner Avenue, Suite 207
Las Angeles, CA 90025
Tel: 310-479-7183
Fax: 310-479-1286
www:accesinc.net
� r t
is i
R.
6 S A i. ' iD &641
w DATE
GRADING PLANS FOR THE IMPROVEMENT OF:
CIRCLE K and JACK IN THE BOX
CONSTRUCTION NOTES, DETAILS, & SECTION
COUNTY OF RIVERSIDE
19248 HARVILL AVENUE, PERRIS, CA 92570
APN 1317--110--028--1
IP 020078
CUP 3320
CITY ENGINEER !f
CE
M ` yDESIGN B
CHECKED hAN IhI
2Il
A