HomeMy WebLinkAbout5413-13 6" 18" 6'
FOR DRIVEWAY DETAILS 1 2'R 1/2"R 1/4" 12"R 1 21R i'� " TO SURFACE `'t
SEE STD PLAN Fit SYS SIDEWALK CoNSTROCTION NOTES
„.w,.1 EJ AT ECR EJ EJ •
BATTER ., BATTER MANHOLE FRAME y'` P--~ '.....,
1, ALL SIDEWALKS SHALL BE CONSTRUCTED AS SPECIFIED IN THE STANDARD SPECIFICATIONS FOR PUBLIC a 4;12 1 2'R ` 4:12 & COVER
WORKS CONSTRUCTION (GREEN BOOK), UNLESS OTHERWISE NOTED, I "R "' 1:12 ALI-1A'iBRA FOUNDRY CO. LTTE. I
`; Q - . FS Le N j. a-117G OR EQUAL ,+ ,
I
:D �` 2, ALL SUBGRADE SHALL BE CONSTRUCIED TO GRADE AND CROSS SECTION PER CITY STANDARD PLANS FOR s � �"- -�
»..' �: .•. ,.. , . ... ,..,, i . • . TION. TOLERANCES FOR SIDEALKS ANI? CURBS AND GUTTERS SHALL BE ,,
PERGREEN
THE IIIc � _
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SECTION,
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' `" '' , '< ` / 3. SUBGRADE SHALL BE SCARIFIED ANDCOMPACTEDTO A MINIMUM DEPTH OF 12 INCHES, i`
AT ALL DRIVEWAY LOCATIONS ,, 8"
90% COMPACTION IS REQUIRED BEHIND THE CURB AND IN PARKWAY AREA. AFTER COMPACTION, THE '
8 CURB & GUTTER CURB / +� ;> ,�^
SUBGRADE SHALL BE FREE OF UNSUITABLE MATERIALS, l ? ``�' `'`
. ,�.•� : : :.n . 0.054 C Y' CONC, PER L.F. 0.03.2 C.V.CY. CONC. PER L.F.LF / �� '��'�' � A
4 ..,. FOR DETAILS WITHIN CURB RETURN AREA 1 �It ,;
., 4 ;,,... SEE STD PLAN FOR CURB RETURN ACCESS RAMP 4, ALL CONCRETE SHALL BE 520-C-2500 UNLESS OTHERWISE SPECIFIED, 1 h'ti�... > '�► 1 11 .I' — ' — ! _ _....
18' Ir
TOOL RADIUS 1 Inc 5, CONCRETE S ALT 8E OF THE SPECIFIEDSLUMP AND' WITHIN THEREQUIRED WATER/CEMENT RATIO -1 <" { ,7° I
EJ AT.
BCR , �r 2"P' 1 2 R7:142- ,
1 2"R 1 2"R
1 I .: '3' 5, THE CONTRACTOR SHALL VIBRATE ALL CONCRETEADEQUATELYI OF V _ �'
t ,: ' >}. B E TO INSURE CONSOLIDATION CI=E GIDS, I "t'<1R °. \ � I
6':
w y,j 4•. w. 1 i '+t,..d l,_, e ,, '°.,•', 7, ALL SIDEWALKS4 CURBS ANIS CURB ANCI GUTTERS SHALL DAVE WEAKENEtI PLANK JOINTS SPACED AT 4;12 4;12 . ,
. )M AKENED PLANE JOINT "� • ' ° ` -
,... 3
(1tl I� TVP.
'' 10 FOOT MAXIMUM INTERVALS, EXPANSION JOINTS SHALL BE PLACED AT 60 FOOT INTERVALS UTILIZING A ' o _` /
1/2 INCF EXPANSION JOINT MATERIAL, «" '6 ' -..• •• • ''' \5, 7
I WEAKENEDPLANE t' R CONTROL JOINT
; S, A NORMAL EXPANSION JOINT MAY BE OMITTED IF IT FALLS WITHIN 10 FEET OF AN ADDITIONALI
e• ..�. �-- IAAVER PAN
TOOL RADIUS 1/4 INCH I 'NO. AMB A FOUNDRY CO. LTO,
.
EXPANSION JOINT, I 6 In
j, >
-1172 OR EQUAL
• 9. WEAKENED PLANE JOINTS SHALL BE 1/4 OF THE DEPTH OF THE CONCRETE BUT NOT LESS THAN 6" CURB & GUTTER 6" CURB NOTE;:
;,,•: `.r `sem d `, +;
, ,r 1 INCH, CURBS AND GUTTERS SHALL HAVE WEAKENED PLANE JOINTS OF 2 INCH MINIMUM DEPTH, 0040 C.Y. CONC. PER L.F. 0:021 C.Y, CONC. PER LE; NOT TO BE FURNISHED
. HIUNLESS CALLED FOR i
° .; ., SPECIFICATIONS.
.,, 10, TRANSIT MIXED CONCRETE DELIVERY TICKETS SHALL BE PROVIDED TO THE INSPECTOR PRIOR TO PLACING
1/2 INCH EXPANSION JOINT ED CONCRETE TO INSURE THAT THE CONCRETE MEETS SPECIFICATIONS. ,
PLAN
( ) 11, ALL SURFACES SHALL BE TRUE AND STRAIGHT AND OF UNIFORM WIDTH, FREE OF HUMPS, SACS, NOTES: " ,, n
4 P 1, RELATIVE COMPACTION REQUIREMENT FOR TOP 12 4F SUBGRADE IS 95,x. WHEN GLASS II BASE
IRREGULARITIES AND IMPERFECTIONS. UNIFORM SURFACES SHALL NOT VARY MORE THAN O.OT LOOT WHEN IS USED UNDER STREET PAVEMENT, CLASS II BASE SHALL ALSO SE PLACED UNDER
S MEASURED WITH A 10 FOOT STRAIGHT EDGE. CURB AND GUTTER, 1 -1`
+- 6" TOP 12"MIN. 12"MIN. TGf'
: ( 2 12, ALL SURFACES SHALL RECEIVE A BROOM FINISH, 2- NO FORMS SHALL BE PLACED UNTIL THE RELATIVE COMPACTION HAS BEEN TESTED AND APPROVED, -A.C. PAVEMENT ..-
,� .x..07 ^T - I°
IY -- UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. PAVEMENT TO SURFACEo if PAVEMENT'+1► ►ar .� ,�r 13. UPON' COMPLETION OF FINISHING OPERATIONS ALL SURFACES SHALL BE SPRAYED WITH CURING COMPOUPII ,
♦`i e ti 4`ti's°t'14°+t�9�f#�'liVie Viii r! iXirl' sit t ifi�4l4w
, `•: sl, �„ 4 3. ALL FORMWORK I(11�'K SHALL BE IhISPECTEI APPROVED PRIOR TO PLACEMENT OF CC?FICRETIw. +444!4«.4 00444..,4.,icj// r .!`�,✓✓` J�/ r/". //. ...,_i'---. , �-
s• -' # P.C.C. SII7EWI�E.K ":,� s dallanlanalla.. ` t•,:./ ,
14. CONCRETE REPAIRS SHALL BE MADE BY SAW CUTTING AND REMOVING THE ENTIRE UNIT BETWEEN WEAKENED , •4 ,+ �„"„„
;TM.~ . 520 -C-25C1C4, THE CONTRACTOR SHALL USE 520-C-2500 CONCRETE UNLESS OTHERWISE APPROVED, 4 - .>.. . ,`
PLANE JOINTS,
,�� .:..JJ'rld y. 112'" MIN.
EJ '"•—� � EXPANSION ,!OMIT » y4 � ;. . •rt!1�� �� ___ �_._ 1f11.r.�."NI
4� SPACING TVP.) SEOTIGN A--A5. THE. CONTRACTOR SHALT. LOCATE ErANI03N AND WEAKENED PLANE JOINTS PER CITY STANDARD "15. SIDEWALKS WIT€TIN DRIVEWAYS SHALL BE CONSTRUCTED PER CITY STANDARD PLANS FOR DRIVEWAYS.�� � FLAN FC9R 51DEVII'ALKS. I1t FOR PARKWAY (P) AND SIOEWALX (S) D ME IS1ONS E 6, IMMEEDIATELY AFTER FINISHING OPERATICN�IS ARE COMPLETE, THE CONTRACTOR SHALL PROVIDE BROOM I1!!!!lit
l' . ,) TYPICd L SD ED SECTIONS STANDARD DESIGN PLANS 400 MD 401 FINISH AND APPLY CURING COMPOUND, MANHOt E BARREL ik:\7. THE CONTRACTOR SHALL PROTECT THE CONCRETE WORK FROM ALL TRAFFIC AND CONSTRUCTION
EQUIPMENT FOR AT LEAST SEVEN DAYS UNLESS OTHERWISE APPROVED BY THE CRY ENGINEER-
NOT E ;
.,., , R, SECTION A-A
8, FOR ABRUPT CURB TERMINATIONS, 3 FT. CURB 'TRANSITIONS SHALL BE PROVIDED, SEPARATED WITH M SAME AS EXISTING - 1" MIN.
A WEAKENED PLANE JOINT, NO MORE THAN 12" OF GRADE RINGS ALLOWED FOR A MAXIMUM OF 18" FROM TOP OF MANHOLE BARREL
NOT TO SCALE CONCRETE SHALL. BE PLACED FROM 2" BELOW GRADE RING TO 2"' BELOW MANHOLE DARRELL
AND SHALL ENCAP GRADE RING ,
�--- NOT TO SCALE NOT TO
, � I:ss(o ,r OVED BY Cn4' ' CSF FONTA[ A 1 s
:--"'cles:s-.Lifi _ ZPROV D B G1Tl' OF FaNTANA of Irs ( s LVED : CITY tJF Ft3NTAl' A � I slyj C)VEI Y I t'TY OF F INTI I,. o sdo e dikir` '`° 4 ArWif
ptl 5a 1 Via' 4, � � � i .. r #4-‘7,42 �° `r % 0 /
lee ' STD. MANHOLE FRAME
No,51152 ITV ENG] ESR BATE CURB AND GUTTER :'''‘'.1k1E):::.591:30A3414::Na
.51152 "�' C;ITY ENGINIEEI DATE SIDEWALKS , No.,51152 " CITY ENGINEER DATE SIDEWALKS RICARDO SANDOVAL No CITY EINIG EE3R DATE COVER AND REINFORCED
RICARDO SANDOVAL RICARDO SANDOVAL * EXP.9130147 RICARDO SANDOVAL COLLAR
Etix�. T �+ -� Exp.sr,I�ar � REVIEWED sY: � CC�NCI�ETEcI' REVIEWED BY:_ �ricz CIVIL REVIEWEI' BY: (i'; tk3€ K3 Al L vt, _ REVIEWED BY` �z.,za
`� rNY tt .714 O xft` )SATE OF LAST REVISION. STD. PLAN NO, �0 SHT " OF 1 ca>r
t,� 4; r DATE OF LAST REVISION: T V F Cit
ICAC STD,PIAN °�Q 5HT OF of ALI� DATE OF LAST REVISION' STD. PLAN NO. '��{ SNT OF 'Cif CAL\1' REVISION NUMBER, STD, PIAN NO. 2001 sHT 1 OF 1
EXTEND MH BENCH TO SUBGRADE PREPARATION NOTES:
SPRINGLINE OF (N)
10" PVC PIPE (TYP) 1. UPON COMPLETION OF EXCAVATION FOR EQUIPMENT PADS, ENGINEER SHALL INSPECT THE
EXPOSED SUBGRADE MATERIAL. IF THE SUBGRADE MATERIAL IS CLAY, CONTAINS
SIGNIFICANT ROOTS, OR APPEARS POTENTIALLY UNSTABLEAS DETERMINED BY THE
ENGINEER, OVEREXCAVATE AND ADDITIONAL 6 INCHES AND COMPAT THE EXPOSED
ELECTRICAL PANEL SUBGRADE AT THE BOTTOM OF THE EXPOSED OVEREXCAVATION TO AT LEAST 90 PERCENT
° ° a (E) 4"0 MANHOLE ANCHOR PER RELATIVE COMPACTION. SUBGRADE SHALL HAVE A FIRM, UNYIELDING CONDITION UPON
#4 REBAR 12" MFR REQUIREMENTS COMPLETION OF COMPACTION. IF IN THE OPINION OF THE ENGINEER, THE OVEREXCAVATED
ON CENTER•
AMTERIAL IS SUITABLE FOR USE AS BACKFILL, MOISTURE CONDITION AND RECOMPACT TO
BOTH DIRECTIONS
\ / .
AT LEAST 90 PERCENT RELATIVE COMPACTION. IF, IN THE OPINION OF THE ENGINEER, THE
(N) 10" PVC d OVEREXCAVATED MATERIAL IS NOT SUITABLE FOR USE AS BACKFILL, BACKFILL EXCAVATION
a° WITH ANGULAR CRUSHED ROCK OR CLASS 2 AB PLACED IN THIN LIFTS, MOISTURE
CONDITIONED AND COMPACTED TO AT LEAST 90 PERCENT RELATIVE COMPACTION.
°. 7 kr 6"X 6" 10 GA 2. IF THE SUBGRADE MATERIAL AT THE BOTTOM OF THE 6-INCH OVEREXCAVATION STILL
Z WIRE MESH APPEARS UNSUITABLE, OVEREXCAVATE AN ADDITIONAL 12 INCHES AND COMPACT THE
\OW �-� °
EM (TVP ALL SIDES)i .- 6"
EXPOSED SUBGRADE TO AT LEAST 90 PERCENT RELATIVE COMPACTION. SUBGRADE SHALL
I HAVE A FIRM, UNYIELDING CONDITION UPON COMPLETION OF COMPACTION. PLACE TC
a MIRAFI 600X STABILIZATION FABRIC, OR APPROVED EQUAL, IN THE BOTTOM OF THE
(E) 8" VCP • 4 OVEREXCAVATION. THE FABRIC SHALL EXTEND UP THE SIDE WALLS OF THE
INV= 1188.35' .' 4 OVEREXCAVATION.
% 3. COMPACTION SHALL BE PERFORMED WITH A WACKER "BPU2540A'VIBRATTORY PLATE
/ / \�/ oo . 46 _ / COMPACTOR OR EQUAL. A MINIMUM OF 4 PASSES ACROSS THE SURFACE BEING
• LA COMPACTED SHALL BE PERFORMED. ADDITIONAL PASSES MAY BE NECESSARY AS DIRECTED
o • BY THE ENGINEER.
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. .1. . .
4 •:•z•-•-•-•-•....•.• •.•;•:•.•..•.•.•.•-•-• : ..•
SLOPE BENCH TO INV= 1188.6' •10.•.•:•.WOS*101010.•.•.•W• •M•1010�•1010 cc
DRAIN TO TROUGH `i` r. `
6 MIN CRUSHED ROCK BASE �_�._ •_�._• �=• •.�:� •"=• •.•:•�•y • •:• �-• U >-
0
OR CLASS 2 AB PLACED IN THIN '''' '�'r' '' "' '`"'�''
iA•A•I•ati f •A1:•A PAVC4 AVC:e�I •:•:•A•�•A1 N
LIFTS, MOISTURE-CONDITIONED AND— '�:''_ �''' :' ' ' : ' '`_' : 1'
MANHOLE FILL DETAIL 0 COMPACTED TO AT LEAST 95 \\ \\ \\\\\\\\\\ \\ SUBGRADE, MOISTURE CONDITION
PERCENT RELATIVE COMPACTION //\//\//`.//\//\//\//\//\//\//\/\// / / / AND COMPACT TO AT LEAST 90 PERCENT
NO SCALE \\\/\/ //\�////\\j//\\//\//\//\//\\/////j RELATIVE
\\/��/\\ \\\ \\//�/\\ PREPARATION NOTECOMPACTION, SEE SUBGRADE
EQUIPMENT PAD DETAIL 491
NO SCALE RECORD DRAWING
BASED ON FIELD INFORMATION
PROVIDED BY HPS MECHANICAL, INC.
Prepared Under The Supervision Of : CITY OF FO NTANA, CALIFORNIA
SHOULD CONSTRUCTION OF THE REQUIRED DO °
..• •
.,N q
IIvPROVEMENTS NOT COMMENCE WITHIN Two ti Schaaf & Wheeler . ` SANITARY SEWER PUMP STATION REPAIRS
r�
YEARS OF THE DATE OF APPROVAL SHOWN HEREON 8'.01-" 4
CONSULTING CIVIL ENGINEERS DRAWN BY: SCALE:
AND CARRIED FORTH IN A DILIGENT MANNER, THE DIAL I Two WORKING 870 MARKET STREET, SUITE 1278 DESIGNED : DETAILS DATE: SHOWN
cjO3 DABFRECITY ENGINEER MAY REQUIRE REVISIONS TO THE u SANFRANCISCO, CA 94102 • GMA 04/12/13
PLANS TO BRING THEM INTO CONFORMANCE WITH REV. 1 RECORD DRAWINGS 5/6/15 BLS (415) 433-4848 • • Date CHECKED BY: APPROVED e DRAWING NO.: '� 3
TOLL FREE 1-800-227-2600 / �/
STANDARDS IN EFFECT. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REVISION DESCRIPTION DATE ENGR. CITY DATE 1 BENJAMIN L. SHICK R.C.E. 6 13 �Q DATE: ( 1 ' IV./.5-
CI
C13
BLS CI ENGINEER R.C.E. 51152 3
N+ I