HomeMy WebLinkAbout4812-19CURB RETURN RAnll
RiTERSECTIOH OF:
18M MUM RADIUS:
LOCAL STREET AND LOCAL STREET
23'
LUM STREET AND COLLECTOR STREET
3•
COLLECTOR STREET AND COLLECTOR STREET
35'
AW STREET 1WTI'I A SECONDARY
CLASSiFFiCATION OR ABOVE
TWO ESTABWHIEO TRUCK RHES
50'
CURS AD,1ACM SCEWALK
°`CURB FACE
1' •
3/4 Q.C.
A.
CL
•• J .gyp. --
GROOVING DETAIL • : , ` - - �'� - �' O.C.
M.T.s. , , , • :.
NON -CURB ADIME1 T SIDEWALK
(EJ) SCR RADIUS 7 FT. 1AIN.
112- EXPANSM JOINT (TYP) MARKED
CROSSWALK
SEE GRCQUA NO UP At FLOW LINE TOOL RADIUS 1/4 INCH
4' MIN SEE TABLE - � -
2Z 8.335 NAX • - • ..
8" P.C.C. RAMP
520-C-2500 1/2 INCH EXPANSION JOINT(EJ)
SECTION "A-A"WiTH FILLER MATERIAL
N.T.&
NOTES;
I. RAMP SHALL HAVE A 12" WIDE BORDER OWN FLAT SURFACE WITH 1/4' GROOVES
APPROXIMATELY 3/4` O.C. AS SHOWN IN GROOVING DETAIL.
2. RAMPS SHALL HAVE TRANSVERSE SROOM FLASH TEXTURE ROUGHER THM THE
SURROUNDING SIDEWALK.
3. RAMP GRADES SHALL BE STAKED FOR INSPECTiON PRiOR TO PLACEMENT OF CONCRETE.
4. MINIMUM CURB RETURN RADIi SHALL BE PER TABLE SHOYM ABOVE UNLESS OTHERWISE
APPROVED BY THE CITY ENGINEER.
5. CONCRETE THICKNESS SHALL 8E 6 INCHES FROM ECR 70 BCR UNLESS OTHERWISE
APPROVED BY THE CITY ENGINEER.
1-1107 HOT TO SCAL
in f91/p, l PR Y: CITY OF FONTANA
� No. 61132 � CITY ENGINEER DATE STANDARD CURB RETURN
ACCESS RAMP
RICARDO SANDOVAL
* DiP.9139107 7k _
X MI `� REV�1NEp EI•Y:_� - atnoc
�lF Qf CAA DATE CIE LAST REVISION: STD. PLAN NO. 1003 ISHT I OF 1
W N V
CURB
I
WA
W W
-�
4
egF-2
CURB
FLOW LINE PROFILE .. FLOW LINE
CASE A
u 1'
T.5
2'
URB
ACE+H
FLOW LINE PROFILE
CASE B
FLOW LIVE
SECTION A -A SECTION B --B SECTION C -C
NOT TO SCALE
1flOfESSIflt! AP ROVED BY: CITY OF FONTANA
�
W', �
y e �+ •
` No. 51162 CiTY ENGINEER DATE LOCAL DEPRESSIONS
RICARDO SANDOVAL AT CATH BASINS
* Exp. srJarm �
REVIEWED BY:
0F CAI 1�DATE OF LAST REVISION:
STD. PLAN No. 3003 SHT I of 3
BASIS OF BEARING
THE BEARINGS HEREON ARE BASED
ON THE CENTERLINE OF VALLEY
BOULEVARD BEING N 89-28-58.00
E, AS SHOWN ON PARCEL MAP
12433, P.M.B. 165/35-36 0. R.
BENCHMARK
ELEVATIONS AS SHOWN HEREON ARE IN TERMS OF THE
VERTICAL DATUM OF 1929 BASED LOCALLY UPON THE
FOLLOWING CITY OF FONTANA BENCH MARKS:
NAME NGVD 29 ELEV. (FT.)
586 1140.951
438 1140.418
FOR DRIVEM DETAULS
SEE STD PUN FOR DR WAYS
EJ AT ECR EJ EJ
' - J EJ EJ R/W
AT ALL DRIVEWAY LOCATIONS
FOR DETAILS WITHIN CURB RUM AREA
: ¢ SEE STD PUN FOR CURB RETURN ACCESS RAMP
TOOL RADIUS 1/4 INCH
EJ AT BCR EJ
I
WEAKENED PLANE JOINT
I (IV S1PACM TYP
< WEAKENED PLANE OR CONTROL JOINT (WP,!)
TOOL RADIUS 1/4 INCH
I
1/2 INCH EXPANSION ,JOINT (EJ)
(R/W)
P
S 8°
A I A
• I .i '
4+ P.C.Q SIOEWALK
52O -C-2500
EJ EXPANSION JOiNT 'SECTION "A -A9
` (6v SPACING TYP
-s
FOR PARKWAY (P) AND SIDEiN" (S) DIMENSIONS SEE
I
P TYPICAL STREET SECTIONS STANDARD DESIGN PLANS 400 AND 401
-
t . r R/w
NOT TO sCALF
tiaf�ss�ox�! PROVED B . CITY OF FONTANA
�o •fes
w
No. S1152 " CITY ENGINEER DATE SIDEWALKS
RICARDO SANDOVAL
* EXP.9100J07 �
cm REVIEWED BY:MAW
i�
�1� f OF CA1,It� DATE OF LAST REVISION: STD. PLAN LA0, 1006 1 SHT 'I F 2
K
2' WHERE
THERE IS N4
ADJACENT GUTTER
Ir
NUIN I L
PLAiY
CASE C
-D
& 1
cf GUTTER
C (SEE SHEET 1)
K K
NORMAL CURB
NORMAL CURB FACEFACE r --- --� ! - --�
F POINT B POiNT C FLOW LINE
FLOW LINE PROFILE
CASE C
VET} BY:
���`� p4 3dyp4 •tic
LA
G No. 51152 CITY ENGIFtER ELATE
RICARDO SAN1110VAL
* ExP.+IM7
REVIEWED BY: ^916
cmt
OF CALF �y DATE OF LAST REVISION:
DICT SLE i T
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY LOIDERGRMW SERVICE ALERT
SIDEWALK CONSTRUCTION NOTES
1. ALL SIDEWALKS SHALL BE CONSTRUCTED AS SPECIFIED IN THE STANDARD SPECIFICATIONS FOR PUBLIC
WORKS CONSTRUCTION (GREEN BOOK). UNLESS OTHERWISE NOTED.
2. ALL SUBGRADE SHALL. BE CONSTRUCTED TO GRADE AND CROSS SECTION PER CiTY STANDARD PLANS FOR
APPLICABLE STREET SECTION. TOLERANCES FOR SIDEALKS AND CURBS AND GLITfM SHALL BE
PER THE GREEN BOOK.
3. SUBGRADE SHALL BE SCARIFIED AND COMPA,C D TO A MINIMUM DEPTH Of W INCHES.
905 COMPACTION LS REQUIRED BEHIND THE CURB AND IN PARKWAY AREA AFTER *COMPACTION. THE
SUBGRADE SHALL BE FREE OF UNSUITABLE MATERIALS.
4. ALL CONCRETE SHALL BE 520-C-2500 UNLESS OTHERWISE SPECIFIED.
5. CONCRETE SHALL 8E OF THE SPECIFIED SLUMP AND WITHIN THE REOUIRED WATER/CEMENT RATIO.
8. THE CONTRACTOR SHALL VIBRATE ALL CONCRETE ADEQUATELY TO INSURE CONSOLIDATION FREE OF VOIDS -
7. ALL SIDEWALKS. CURBS AND CURB AND GUTTERS SHALL HAVE WEAXENED PLANE JOINTS SPACED AT
10 FOOT MAXIMUM INTERVALS. EXPANSION JOINTS SHALL BE PLACED AT 60 FOOT WTERVALS UiTIUZiNG
1/2 INCH EXPANSION JOINT UATERIAL.
8. A NORMAL EXPANSiON JOINT MAY BE QUITTED IF Ti FALLS WITHIN 10 FEET OF AN ADOITIONAL
ExPANSi0N JOINT.
9. WEAKENED PLANE JOINTS SHALL BE 1/4 OF THE DEPTH OF THE CONCRETE BUT NOT LESS TW
1 INCH. CURBS AND GUTTERS SHALL HAVE WEAKENED PLANE JOINTS OF 2 INCH MINIMUM DEPTH.
10. TRANSIT MIXED CONCRETE DELiVERY TICKETS SHALL BE PROVIDED TO THE INSPECTOR PRIOR TO PLACING
CONCRETE Ta INSURE THAT THE CONCRETE MEETS SPECIFICATIONS.
T 1. ALL SURFACES SHALL BE TRITE AND STRAIGHT AND OF UNIFORM WIDTH. FREE OF HUMPS. SAGS,
IRREGULARIVES AND IMPERFECTIONS. UNIFORM SURFACES SHALL NOT VARY MORE THAN 0.01 FOOT WHEN
MEASURED WiTH A 10 FOOT STRAIGHT EDGE.
12. ALL SURFi3CES SHALL RECEIVE A BROOM FINISH.
13. UPON COMPLETION OF FINISHING OPERATIONS AL SURFACES SHALL 8E SPRAYED WiTH CURING COMPOUND.
14. CONCRETE REPAIRS SHALL BE MADE BY SAW CUTTING AND REMOVING, THE ENITIRE UNFF BETWEEN WEAKENED
PLANE JOINTS.
15. SIDEWALKS WITHIN DRIVEWAYS SHALL BE CONSTRUCTED PER CiTY STANDARD PLANS FOR ORNEWAYS.
NOT TO SCALE
OVE v, CiTY OF FONTANA
Na 51IR � CITY ENGINEER DATE SIDEWALKS
RICAMO SANDOVAL
* EXP 90tIfi7 * REVIEWED BY: ��
! ar�s�ab
�fF owl uLli DATE OF LAST REVISION: STD. PLAN W. 1006 SHT 2 OF 2
ROTES
T. ALL EXPOSED EDGES SWILL BE HMMDEO 70 A RALP RICA RAOIUS.
2. TIE C111101 LACE AT PONTIS A AND 0 SNAILL TE BE 100" OM :ALE OF TIE LIQ CUEL
WE CM FACE Ai POM M AI® C S1tAtl. E TW NOW& CM FACE OF THE AENNM CM
PLUS H (SEE APPUCABLE CA= INM Srl NUM PLAT
3. IN EXISTING S'IiAEETS WHERE NO PAVMENT REMODELING N NICATEN), TIE ELEVAIiON Or iNE OUTER
EM OF TIME LOCAL DEPRESSION S1AlH, BEET THE FMILSKD SD T SAWACE,
4. TM NEW sTaEEt�, on m [Now SEIM WIEME PXV METIT 90100ELTl16 14 M181CA11M
THE ELEVAMN OF POWS F AND G EMU BE SET HH HMO THAN THE GUTTER FWW LINE
ELEVAIM AT PMM A AND D6 RESPEx7I1 y.
TW M"Ai E ar RNIff S SOL ME SET H2 IMM Ma IK ETEYATIOM AR TIE lffmw offTER
FLOW LINE.
WHERE THERE IS NO GUTTER ADJACENT TO THE LOCAL DEPRESMN. iW EtEYA710111 Or POW E SHALL
K SET H3 MGM WN TME ELEYATIOM AT THE NEATEST TOE Of CUle.
5.Oi1Dl5fOliS:
H a =ED ON TK PROJECT PLANS.
H1 = atiiEO OM TTE FROJWr PLANS.
112 = !TOTED ON flE PTlOIECT RAUL
1113 = i UFM CM THE PNOIECT PLANS.
G = X FEET
V. a S iFm
L = & FEET
V =4FM
N =. S FEET
WO = +CAIM MASTIi W FOR ONE CATCH TIASIM 00 DISTAWE EIwEElI EXTNEIE END WALLS
FOR Lf1A,TIPH CATdf MASMIS.
THE THICIEIIESS OF 7HE LOCAL DEPRMM SHALL BE 8 iHiCHES.
6. DTiIFJNITM STI W CO TNS PLM AW IF [fiWRT EQUAL VALUES..
NOT TO SCALE
CITY OF FONTANA
CITY OF FONTANA
LOCAL DEPRESSIONS �� •
AT CATCH BASINS LOM tS
IMn� "`s'vArjumoYws AT CATCH BASINS
SM. PLAN No. 3003 SHT 20F 3 * EXP I *HY: T7t�
AES cNL
WIWI
OF �>l � GALE OF LlffT REVISM SiO.Pt.JIl1 Na 3003 leff 3 aF 3
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO
YEARS OF THE DATE OF APPROVAL SHOWN HEREON
AND CARRIED FORTH IN A DILIGENT MANNER, THE
CITY ENGINEER MAY REQUIRE REVISIONS TO THE
PLANS TO BRING THEM INTO CONFORMANCE WITH
STANDARDS IN EFFECT.
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SECTION X -X O'CF.10
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NOTES; DETAIL Of CURB FACE TRANSiMIN
1. 11M SOF 9RSIM SiMLL K GM A STEEL TiblM ENSU IL.T.S
2. ATE suL TIE cum le (s SICKS FawnAW CM0 M
3. IW OF q -Nmr- NIE S M SUrE MWS CV■ AT 1/4' PET! n. = PENPUIDLlAM TO
CFFY of FOKFANA
cmr EMN1011 DATE DISCHARGE STRUCTURE
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ENGINEER: OWNER: o
PLANNING ■ DESIGN ■ CONSTRUCTION I--'
Kaiser Permanente i
N N N 14725 ALTON PARKWAY National Facilities Services Q
IRVINE, CALIFORNIA 92618-2027 �[�� Post Office Box 12916 J
CONSULTING 949.472.3505 FAX 949.472.8373 ■ www.RBF.com KNSM KAMM • Oakland, Califomia 94604
0
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Prepared Under The Supervision Of : CITY OF FCALIFORNIA u
U
oQ�oEEss�oy'�
LO
STREET IMPROVEMENT PLAN
`"
DRAWN BY: STREET IMPROVEMENT SCAE:
L.413 Na 70995 � iM AS SHOWN Q j
Exp os -30-11 * DESIGNED BY: D AILS DATE: �
sl ry XP 10/12/09 0
9rEOF CA1.�E� Date it lid c l CHECKED BY: RO ED DRAWING NO.: 9 j
D K P R.C.E. 70995 0 OAS' ��+CJI • 4812
�I DK CITY ENGINEER . . Tl1 F2 2 =