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swalk
curb
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m
of sidewalk
rb
+.4ie�
N July 1. 1 999 =' r P Z
_?C Retaining curb d A or 8
153 necessary at edge
DIST COUNTY ROUTE KILOMETER POST
TOTAL PROJECT
SHEET TOTAL
NO. SHEETS
30-02
ee Note 8 edge of rt" Stcte Cr Collfornlo or Us orrlews or x0.6-30-
CIYII
at cu
swalk
curb
•�
m
of sidewalk
rb
+.4ie�
N July 1. 1 999 =' r P Z
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30-02
ee Note 8 edge of rt" Stcte Cr Collfornlo or Us orrlews or x0.6-30-
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area NOTES
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See Note 8 QpOFEss,oN,`
REGI ERED CIVIL ENGINEER:2
1:LV Q
4 hyo
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N July 1. 1 999 =' r P Z
- Front PLANS APPROVAL DATE C33233
30-02
ee Note 8 edge of rt" Stcte Cr Collfornlo or Us orrlews or x0.6-30-
CIYII
sidewolk 09W5 stnffnot be resPawlble far f/e o=rocy
or CwWelaness cf aladronlc coples of JNs pJon tff _01sheet.
OF GL I�
rn v a
36,_31,11
Planting 06'm
area NOTES
[11.05gmI
600 mm Min -I -----i �--�= 600 mm Min 10% Max 1.22 m 1.. If distance from curb to back of sidewalk is too short /RIS 8'
-- at curb See Note 9 to accommodate romp and 1.22 m platform as in Case A 1lARIES 5oe
See Note 9 the sidewalk may be depressed longitudinally as 'in Case 8 ] [1.524m .00
[2.438m]
A or 8 or C or may be widened as In Case D. J
CASE C CASE F 2..If sidewalk is less than 1.8 m wide, the full width of the
Use when sidewalk Is tees than 1.8 m wide sidewalk shall be depressed as shown in Case C on this
See Note 2 See Note 4 plan or the. sidewalk shall be romped down as shown in
..-� Case CM on Standard Plan A888.
A or 8 3. When romp is located in center of curb return, crosswalk EXISTING WALL TO
1.22 m configuration must be similar to that shown for Case E EXISTING GRADE -FIELD VERIFY;
C: to accommodate wheelchairs. REMAIN -PROTECT 5' Y�tIDE MEANDERING
REMOVE ALL Y'�IEEDS DEBRIS; SIDEWALK
C � 1 Front edge ofi 4. For Cases F and G, the longitudinal portion of the sidewalk � IN PLACE CONCRETE
E sidewalk may need to be depressed as shown in Case B. SCARIFY TO PREPARE TO
See Note 8
N E o N N 5. If located on a curve the sides of the ramp need not be RECEIVE IMPORTED SOILS
": .o c parallel, but the minimum width of the ramp shall be 1.22 m.
6. Transitions from romps to walks 6' DIA. AREA DRAIN -
`�' m p , gutters, or streets shall
See Note B r, x
L be flush and free of abrupt changes. SEE DETAIL G ON THIS PROPOSED GRADE OF BERMING i'ER SWALE -
r'• ° 7. Sidewalk and ram thickness "T" shall be 90 mm minimum. ,�,� -SHEET
0000000�00000 (Front ed a Of a x p0000 0g p GRADING PLAN - 4:1 MAXIMUM SLOPES
00000000000 sidewalk o � 8. The ram shall have a '300 mm wide border with 6 mm
0900,0000 grooves approximately 20 mm on center. See grooving NEEDED
0000000 detail,
- USE APPROVED IMPORTED SOILS
Typical warning surface � 10% Max 9. Curb romps that hove a ramp slope flatter than 6.67% `70
on ramp (See Note 91 A at curb 10% Max/ 1.22 m See Note 9 shall have a detectable warning surface that extends the
122 m at curb full width of the ramp and 600 mm minimum length, slmllor r �.
to that shown on Case D. Detectable Warning Surfaces, at .1
A or B 2 /o TVP.lMV1�f
the option of the Contractor, shall ns contructed by GROSS -SLOPE SLOP
CASED CASE G cast -in-place or stamped method. or consist of a prefabricated I I I I I I I I I I I I I I I I I I I I I I I �S
of See Note 4 surf ace. The prefabricated surface shall confarm to the I I I I I III I I I I I I I I I I I I I I I I I I I I I I I I
the requirements in the Special Provisions. - 1J I�. LJ 1..1. 1 LI L I_1 LJ _L I- H 11-L Ll I IL LJ -I- 1- Ll I a H _LI -L 11 � I� LI _LI -L 1J � I-' 1-J� 1� LJ J_ I-1 1__J
- .0 J- I� LJ J_ IJ -1J 1. I
142 � IO. When � detectable warning surface is not required on a
See Note B
curb ramp, the concrete finish of the ramp and its flared 1016 MINIMUM SLOPE FOOTHILL BLVD.
00. 00 00 sides shall have a transverse broomed surface texture
QI rougher than the surrounding sidewalk.
.� H. Romp side slope varies uniformly from. a maximum of 10% 1 /0 MINIMUM SLOPE
C o O a O at curb to conform with longitudinal sidewalk slope _
v MCI` Y x adjacent to top of the ramp, except in Case C. - - - - - -
CATCH
4 BA51N
�'o`�- See Note 9 N o 12. Utility pull boxes, manholes, vaults and all other utility
RAISED TRUNCATED facilites within the boundaries of the curb romp will be
° ! .22 m relocated or adjusted to ��
area of o s� " DOME PATTERN j grade by the owner prior to, 4" DIA. P�/G SGH. 40 INSTALL 6 DIA. P�/G SGH. 40
Planting v or in conjunction with, curb ramp construction.
13. Maximum slopes of adjoining gutters, the road surface DRAINLINE - 1016 MIN. SLOPE SLEEVES FOR ALL DRAINLINES EX15TING GALTRANS CONNECT PIPE TO CATCH BASIN
�T immediately adjacent to the curb romp and continuous -CONNECT TO GATGH UNDER i�AVEMENT TVP. - .
at Max T passage to the curb ramp shall not exceed 5 percent RIGHT-OF-WAY LINE 5TU8-OUT PIPE INVERT 15 APPROX.
at curb � within 1,22 m of the top or bottom of the curb ramp.
SA51N5 AT STREET EXTEND 12" TVP. BEYOND EDGE 2.5 FEET BELOkN TOP OF CURB TYP.
Crosswalk O Architect on March 18, 1996. 14. Design details approved by the Division of the State OF PAVEMENT ON EACH SIDE TVP.
CASE E RAISED TRUNCATED DOME
Approximately 20 mm DETECTABLE WARNING SURFACE
See Note 9
Limit of p ay STATE OF CALIFORNIA
6 ' ° + ' �' + p Removal'and replacement DEPARTMENT OF TRANSPORTATION
at contractor's option 1.22 m Min
6 ' ' " •' .' unless otherwise shown Rounded - ^ - _ - _ - `' ADETAILS .
on project plans �- - - _ - - -
GROOVING DETAIL
' TJ NO SCALE
DETAIL H ALL DIMENSIONS ARE IN
Existing curb and sidewalk MILLIMETERS UNLESS OTHERWISE SHOWN F_A88A
79
HANPI Af= RAM fm (CALTRANS STANPAKP PETAIL Aa5A) 1=1 AL BE TION THP%CUSH LANPS AI=E AF%MA
SIDEWALK CONSTRUCTION NOTES
FOR DRIVEWAY DETAILS
1. ALL SIDEWALKS SHALL BE CONSTRUCTED AS SPECIFIED iN THE STANDARD SEE STD PLAN FOR DRIVEWAYS. 611
r±) T t*r
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK), EJ AT ECR EJ /EJ
UNLESS OTHERWISE NOTED. 1
2. ALL SUBGRADE SHALL BE CONSTRUCTED TO GRADE AND CROSS SECTION °N7
DPjVF4WAY• 3 1 2 4
PER CiTY STANDARD PLANS FOR APPLICABLE STREET SECTION. TOLERANCES a
• a.
FOR SIDEWALKS AND CURBS AND GUTTERS SHALL BE PER THE GREEN BOOK.
3. SUBGRADE SHALL BE SCARIFIED AND COMPACTED TO A MINIMUM DEPTH OF '� -
121NCHES. 90% COMPACTION IS REQUIRED BEHIND THE CURB AND IN a y EJ EJ EJ R/W I I
PARKWAY AREAS. AFTER COMPACTION, THE SUBGRADE SHALL BE FREE
OF UNSUITABLE MATERIALS. a
AT ALL DRIVE WAY LOCATIONS I I
4. ALL CONCRETE -SHALL BE 520-0-2500 UNLESS OTHERWISE SPECIFIED. a. / / FOR DETAILS WITHIN CURB RETURN AREA - 2 .� '
4 SEE STD PLAN FOR CURB RETURN ACCESS RAMP. I 1 I I o
5. CONCRETE SHALL BE OF 1 HE SPECIFIED SLUMP AND WITHINTHE REQUIRED -_
WATERICEMENT RATIO.EJ AT BCR a EJ g TOOL RADIUS 114 INCH I I o
6. THE CONTRACTOR SHALL VIBRATE ALL CONCRETE ADEQUATELY TO INSURE
CONSOLIDATION FREE OF VOIDS. `'
♦ . d' L: ' • ami. O 0
D CURBS AND CURB AND GUTTERS SHALL HAVE WEAKENED I WEAKENED PLANE JOINT ~
7. ALL SIDEWALKS, < a (10 FOOT SPACING TYPICAL) J ' ''•
PLANE JOINTS SPACED AT 10 FOOT MAXIMUM INTERVALS. EXPANSION JOINTS I 3
SHALL BE. PLACED AT 60 FOOT INTERVALS UTILIZING 112 INCH EXPANSION 4 WEAKENED PLANE OR CONTROL JOINT (WPJ) '
JOiNT MATERIAL.
8. A NORMAL EXPANSION JOINT MAY BE OMITTED IF IT FALLS WiTHIN 10 FEET TOOL RADIUS 1/4 INCH I
OF AN ADDITIONAL EXPANSION JOINT.-
.. :III III III III I I �- SECTioN
9. WEAKENED PLANE JOINTS SHALL BE 114 OF THE DEPTH OF THE CONCRETE l I I I I I BUT NOT LESS THAN 1 INCH. CURBS AND GUTTERS SHALL HAVE WEAKENED
PLANE JOINTS OF 2 INCH MINIMUM DEPTH. I 112 INCH EXPANSION JOINT (EJ) LEGEND
10. TRANSIT MIXED CONCRETE DELIVERY TICKETS SHALL BE PROVIDED TO THE A (RW
INSPECTOR PRIOR TO PLACING CONCRETE TO INSURE THAT THE CONCRETE ' "
MEETS SPECIFICATIONS. e P S 11. 6" DIA. GRATE - USE ATRIUM LE&END.:
a
11. ALL SURFACES SHALL BE TRUE AND STRAIGHT AND OF UNIFORM WIDTH, FREE 04 1 6" GRATE IN SHRUB AND GROUND
OF HUMPS, SAGS, IRREGULARITIES AND IMPERFECTIONS: UNIFORM SURFACES A 1 A 2'0� COVER AREAS. U� �11 �Q. GRATES 1. CONCRETE MOINSTRIP. INSTALL EXPANSION JOINTS AT 20' O.G.
SHALL NOT VARY MORE THAN 0.01 FOOT WHEN MEASURED WITH A 10 FOOT i j
STRAIGHT ,-
EDGE. IN TURF AREAS. DO NOT GLUE TO RISER. #3 REBAR CONTINUOUS.
12. ALL SURFACES SHALL RECEIVE A BROOM FINISH. 4" P.C:C. SIDEWALK
. 520-C 2500 2
EJ a • 60 FOOT SPACINGTYPICAL) SECTION "A -A" 2. 61� DIA. SCH. 40 PVC G RISER
13. UPON COMPLETION OF FINISHING OPERATIONS ALL SURFACES SHALL BE (
SPRAYED WITH CURING COMPOUND. 14' 5. FINISH GRADE (1" FOR TURF, 1 1/211 FOR GROUNDCOVER).
Set
14. CONCRETE REPAIRS SHALL BE MADE BY SAW CUTTING AND REMOVING THE FOR PARKWAY (P) AND SIDEWALK (S) DIMENSIONS 3. SPEE-D BA51N BY NDS.
ENTIRE UNIT BETWEEN WEAKENED PLANE JOINTS. P a I SEE TYPICAL STREET SECTIONS STANDARD PLAN. 4. 1/4" RADIUS CONTINUOUS TOP ED(5E5.
15. SIDEWALKS WITHIN DRIVEWAYS SHALL BE CONSTRUCTED PER CITY STANDARD 4. 411 DIA. SGH. 40 PVC DRAINLINE -
PLANS FOR DRIVEWAYS. ° °: R/W 1 016 MINIMUM SLOPE TO STREET - 5. COMPACTED 5UB6RADE.
DAYLIGHT AT CURB.
�o J�ffiESS/0yq` APPROVED BY: CITY OF FONTANA o QRpf ESS/0APPROVED BY: CITY OF FONTANA �. FINISH GRADE. NOTE: SEE CONSTRUCTION PLAN FOR LOCATION AND LAYOUT
w . iyFaol Fy�y G��� ��' � w • �'FOp� Fticy G�G �� OF M OYVSTR I P .
No. 25126 p CITY ENGINEER DATE SIDEWALKS CITY ENGINEER DATE SIDEWALKS 6. TOP OF GRATE
ROBERT W. WEDDLE No. 25926 ROBERT W. WEDDLE
* EXP. 12131101 DRAWN BYFRANK SMITH * EXP. 12131101
slq CIVIL . �l CIVIL \� DRAWN BY: FRANK SMITH
if OF CALXX REVISION NUMBER: STD. PLAN NO.1015 SHT 2 OF 2 9lF OF CA0 REVISION NUMBER: STD. PLAN NO.1015 SHT 1 OF 2
ON RETE SIPE Ll< 11
(FONTANA STANPARP DETAIL 1015) AREA PRAIN ON RETE MO T IF
�D p�`W'`''G's DESIGN@ SCAPE D��p� CITY OF FONTANA CALIFORNIA
T.
16787 BEACH BOULEVARD 105 �.t►�.�� 9�
# o `V 3 70 DRAWN BY LANDSCAPE IMPROVEMENTS EA: 317901
HUNTINGTON BEACH, CALIFORNIA 92647 m T.H.
DESIGNED BY FOOTHILL BOULEV D TREETSCAPE SC AS SCALE:
PH. (714) 379-4777 FX. (714) 379-4440-6 * M.H. DATE:
PREPARED UNDER THE SUPERVISION OF: CHE MKH D BY DI & C N N DETAIL
JULY 2001
JOB NO. APP.RO %' • DRLb=1
. SHT. NO. ZS
REFERENCE PLANS REVISIONS ENGR S. DATE CITY
DATE MICHAEL T. HARADA R.L.A. NO. 3848 DAT _ _� FHB 0005 CITY ENGIN ER 51152 DAT 17 OF
APPROVAL APPROVAL,
Owl -7 No, 2.9411