HomeMy WebLinkAboutParcel Map 31639 - Chick Fil A -Precise Grading Plan’
’
’
’
“” “” “
”
CITY OF TEMECULA
BUILDING AND SAFETY
TWO WORKING DAYS BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
1-800-422-4133
CALL TOLL FREE
LD21 -3276
RJD JRW RJD
PARCEL MAP 31639 - PARCEL B
CHICK-FIL-A
PRECISE GRADING PLAN
( )TITLE SHEET
’
’
’
’
’
CITY OF TEMECULA
BUILDING AND SAFETY
TWO WORKING DAYS BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
1-800-422-4133
CALL TOLL FREE
LD21 -3276
RJD JRW RJD
PARCEL MAP 31639 - PARCEL B
CHICK-FIL-A
PRECISE GRADING PLAN
( )NOTES AND QUANTITIES
CITY OF TEMECULA
BUILDING AND SAFETY
TWO WORKING DAYS BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
1-800-422-4133
CALL TOLL FREE
LD21 -3276
RJD JRW RJD
PARCEL MAP 31639 - PARCEL B
CHICK-FIL-A
PRECISE GRADING PLAN
( )
TYP
TYP
TYP
TYP
CITY OF TEMECULA
BUILDING AND SAFETY
TWO WORKING DAYS BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
1-800-422-4133
CALL TOLL FREE
LD21 -3276
PJS JRW RJD
PARCEL MAP 31639 - PARCEL B
CHICK-FIL-A
PRECISE GRADING PLAN
( )CONSTRUCTION NOTES
X X X XX X XXXXXX
1
2" EXPANSION
JOINT
SMOOTH TOOLED FINISH
AROUND ALL EDGES (TYP)BROOM FINISH CONCRETE
SURFACE AREA INSIDE OF
TOOLED EDGE TO CREATE
PICTURE FRAME EFFECT
6"x6"x6 GAUGE WELDED WIRE
FABRIC
1
2" CONTROL JOINT
CONTROL JOINT
3,000 PSI COMPRESSIVE
STRENGTH CONCRETE
1
2" PREMOLDED EXPANSION
JOINT FILLER, ALL EDGES
SQUARE.
EXPANSION JOINT
1
2" CONTROL JOINT
* A.B AS REQUIRED
* BASE UNDER LAYMENT SHALL BE PLACED UNDER WALKS, CURBS, AND GUTTERS AS
REQUIRED BY THE SOILS ENGINEER AND PUBLIC AGENCY. CONTRACTOR SHALL
VERIFY PRIOR TO CONSTRUCTION.
CITY OF TEMECULA
BUILDING AND SAFETY
TWO WORKING DAYS BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
1-800-422-4133CALL TOLL FREE
LD21 -3276
RJD JRW RJD
PARCEL MAP 31639 - PARCEL B
CHICK-FIL-A
PRECISE GRADING PLAN
( )
PER CBC FIG. 11B-23A
NOTES:
1. CURB RAMP RUNNING SLOPES
SHALL NOT BE STEEPER THAN 1:12
AND CROSS SLOPE SHALL BE 2%
OR FLATTER.
2. DETECTABLE WARNING SURFACES
SHALL BE CONSTRUCTED BY
TEXTURING PRODUCTS CONFORMING
TO CBC 11B-705. TRANSITION
SLOPES ARE NOT TO HAVE
DETECTABLE WARNINGS.
CONTRACTOR SHALL CONFIRM
LOCAL CODES ARE MET.
3. WHERE A CURB RAMP IS
CONSTRUCTED WITHIN AN EXISTING
CURB, CURB & GUTTER AND/OR
SIDEWALK, THE EXISTING CURB &
GUTTER SHALL BE REMOVED TO THE
NEAREST JOINT BEYOND THE CURB
TRANSITIONS OR TO THE EXTENT
THAT NO REMAINING SECTION OF
CURB OR CURB & GUTTER IS LESS
THAN 5' LONG. THE EXISTING
SIDEWALK SHALL BE REMOVED TO
THE NEAREST JOINT BEYOND THE
TRANSITION SLOPE WALK AROUND
OR TO THE EXTENT THAT NO
REMAINING SECTION OF SIDEWALK IS
LESS THAN 5'.
4. THE PLAN MUST PROVIDE FOR
DETECTABLE WARNING SURFACE
COLORS OR MATERIALS THAT
PROVIDE THE NECESSARY
CONTRAST, EITHER DARK-ON-LIGHT,
OR LIGHT-ON-DARK.
5. TRUNCATED DOMES TO BE
INSTALLED USING ARMOR TILE CAST
IN PLACE DOME TACTILE TILE. PART
NUMBER ADA-2424 OR OTHER
EQUIVALENT APPROVED MATERIAL.
PREFERRED MANUFACTURER ARMOR
TILE TACTILE SYSTEMS LANCE
MITCHELL(919-622-4615 UNLESS
PAVERS ARE REQUIRED,
CONTRACTOR TO VERIFY THAT
HANDICAP RAMPS MEET LOCAL
CODES AND ADA REQUIREMENTS.
FULL WIDTH
14 DOMES @ 1.670" O/C
1.2625"1.2625"
36
"
8.
0
'
8.
0
"
8 SPACES OUT TO OUT
@ 3.00" O/C NOM.3.00"3.00"
1.
2
6
2
5
"
1.
2
6
2
5
"
Ø0
.
4
5
"
0.
0
6
2
5
0.09375"
0.09375"0.09375"
0.09375"
NOTE:
FIELD LEVEL
MICRO-TEXTURE
41 POINTS PER SQUARE
INCH
1.2625"
1.
2
6
2
5
"
PLAN
REFLECTED PLAN
DETAIL-1
DETAIL-1
BB
A
A
0.625" DIA. HOLES
THROUGH EMBEDMENT
FLANGES
INTERNAL EMBEDMENT
FLANGE 9 PER TILE
0.1875" DIA. x 0.0625" HIGH
MICRO-TEXTURE UNDERSIDE
OF TILE 0.625"0.625"
0.
7
5
0
"
T
Y
P
.
0.625" TYP.
0.1875"
1.
3
7
5
"
1.2625"
R0.
3
7
5
"
1.2625"
1.
3
7
5
"
1.2625"1.2625"
0.1875'
3.00"
3.00"3.00" TYP.
0.
2
5
0
"
0.625" DIA. HOLE
EMBEDMENT
FLANGES AS
SHOWN IN
REFLECTED PLAN
INTERNAL EMBEDMENT
FLANGE @ 3" O/C (SEE
PLAN FOR ORIENTATION)
0.
1
8
7
5
"
.0
1
8
7
5
"
0.1875" DIA. VENT
HOLE (ONE PER
CELL EACH SIDE)
0.625" HOLE THROUGH
EMBEDMENT FLANGES AS
SHOWN IN REFLECTED PLAN
CENTERED TYP.SECTION A-A
SECTION B-B
0.
2
0
"
NOTE:OPTIONAL
SOUND AMPLIFYING
PLATE ADDED BY
MANUFACTURER
0.
2
0
"
0.1875" DIA. VENT
HOLE (ONE PER
CELL EACH SIDE)
14
D
O
M
E
S
@
2
.
3
5
"
O
/
C
URETHANE JOINT
1"
SEALING COMPOUND
4,000 COMPRESSIVE
STRENGTH CONCRETE
NOTE: JOINT SPACING TO BE 12' x
12' WITH EVERY OTHER JOINT
BEING AN EXPANSION JOINT
MATERIALS AND CONSTRUCTION PROCEDURES FOR CONCRETE PAVEMENT SHOULD
BE IN ACCORDANCE WITH SECTION 40 OF THE CALTRANS STANDARD SPECIFICATIONS.
SUBGRADE COMPACTED AS PER
SOILS ENGINEERS RECOMMENDATIONS.
PAVEMENT SECTION TO BE
APPROVED BY SOILS ENGINEER
4,000 COMPRESSIVE
STRENGTH CONCRETE
NEXT SLAB PREVIOUS SLAB
#6 A36 STEEL DOWEL
18" LENGTH, 12" O.C. SPACING,
GREASE OR SLEEVE ONE END
DOWELED CONSTRUCTION JOINT4,000 PSI COMPRESSIVE
STRENGTH CONCRETE
DRIVE-THRU PLAN VIEW
NOT TO SCALE
2 EACH, #3 REBAR FOR
CONTINUOUS REINFORCEMENT
OF THICKENED EDGE.
#3 REBAR 18" ON-CENTER,
BOTH WAYS PLACED AT MID-HEIGHT.
4000 PSI COMPRESSIVE
STRENGTH CONCRETE
ASPHALT PAVEMENT
AND BASE COURSE
12"
REQUIRED AT ALL JUNCTIONS WITH CONCRETE
10
"
M
I
N
12"
SET ON DOBIES (TO BE APPROVED BY
11
4" MIN.
CLEARANCE
DOWEL SLEEVE (CLOSED END) TO
FIT DOWEL AND BE SECURED.
TO BE INSTALLED 1'-0" C.C.
24" LUBRICATED NO. 8 SMOOTH
DOWEL
2" (MIN.)
PE
R
S
O
I
L
S
RE
P
O
R
T
1 2 D
E
P
T
H
NOTES:
1.NO. 5 SMOOTH DOWEL BAR MAY BE USED IN 5 INCH AND 6 INCH PAVEMENT
THICKNESS.
2.LONGITUDINAL BUTT CONSTRUCTION MAY BE UTILIZED IN PLACE OF
LONGITUDINAL HINGED (KEYWAY) JOINT AT CONTRACTORS OPTION.
3.DOWEL BARS SHALL BE DRILLED INTO PAVEMENT HORIZONTALLY BY USE OF
A MECHANICAL EQUIPMENT.
4.DRILLING BY HAND IS NOT ACCEPTABLE, PUSHING DOWEL BARS INTO WET
CONCRETE NOT ACCEPTABLE.
5. JOINT SPACING TO BE 24'X24' (EVERY OTHER JOINT)
#3 BARS ON 16"
ON CENTER EACH WAY
LUBRICATE THIS END
XXX
1
2" DECK-O-FOAM EXPANSION JOINT
FILLER W/ PRE-SCORED STRIP OR
OTHER CFA APPROVED MATERIAL
URETHANE JOINT
SEALING COMPOUND
1 4T
DETAILS
TYP.
THE SOILS ENGINEER)
#3 REBAR 18" ON-CENTER,
BOTH WAYS PLACED AT MID-HEIGHT.
SET ON DOBIES (TO BE APPROVED BY
THE SOILS ENGINEER)
CONCRETE PAVEMENT/
SLAB APPLICATIONS
ASPHALT PAVEMENT
APPLICATIONS
STEEL POST CAP.
REMOVE FOR SIGN
INSTALLATION
PAINT BOLLARD WITH SHERWIN
WILLIAMS PRO INDUSTRIAL ACRYLIC
(#SW6258) "TRICORN BLACK", EGG
SHELL FINISH.
1
2" EXPANSION
JOINT
NOTE:
BOLLARD HEIGHT SHALL BE
5'-0" AT DRIVE-THRU WINDOW
AND DUMPSTER ENCLOSURE
*
*
CITY OF TEMECULA
BUILDING AND SAFETY
TWO WORKING DAYS BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
1-800-422-4133
CALL TOLL FREE
LD21 -3276
RJD JRW RJD
PARCEL MAP 31639 - PARCEL B
CHICK-FIL-A
PRECISE GRADING PLAN
( )HORIZONTAL CONTROL
CITY OF TEMECULA
BUILDING AND SAFETY
TWO WORKING DAYS BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
1-800-422-4133
CALL TOLL FREE
LD21 -3276
RJD JRW RJD
PARCEL MAP 31639 - PARCEL B
CHICK-FIL-A
PRECISE GRADING PLAN
( )EROSION CONTROL