HomeMy WebLinkAbout5013-13FOR AY D LS
SEE STD , LAN R1' DR AY'S —
Si AT SCR EJ
EJ
4, 4 „ • , ,
• '„
h... .4..
Ej EJ Ej
AT AL4L ;AY LOCATIONS
roR DETAI W IN CURB RETURN AR
SEE STD PLAN FOR COBB EDARN CCESS RAMP
IT TOOL.
IUS 1/4 I H
LENECI PLANE JOINT
0 01 SPACING
RIW
,°1,-EAKENED PLANE OR CONTROL JOINT (WPJ)
TOOL 1MS 1 /4 INCH
44
7-7-1
511
EXP ISION JUNI
I:601 SPACING reR)
P.C,C, SID ALKA".
520—C-2500
SECTtON A—
FOR PAR , AY (RII AND SIO' GAO: (S). DIMENSIONS E
TYPICAL SI 1 SECTIONS 0 ANDARD DESIGN P, S 400 Pi 401
OF F NTANA
4 44 h
DATE
('4) 10" PVC
ICA 11 DAND VAL
REVIEWED BY:
DATE OF LAST REVISION: .
Wg4444444014041.444.4.14444.4.4.4....M
D7/1
STD, PLAN N 10 6 SH i OF
EXTEND MH BENCH TO
SPRINGLINE OF (N)
10" PVC PIPE (rip)
" ' " ,"„ " ,` „,.. • h hhh h ' '" " • , " '
ALK CONS RUCTION NOTES
1. ALL SCAMALKIS SHALL BE CONSTRUCTED AS SPECIFIED' IN THE STADARD SPECIFICATIONS FOR PUBLIC
WORKS CONSTRUCTION (GREEN B0010, UNLESS OTHERWISE NOTED.
2. ALL SW:GRADE SHALL BE CONSUMED TO OWE ANO CROSS senoN PER CITY STANDARD RAMS FOR
APPLICABLE STRE SECTION. TOLERANCES FOR SIDEALKS ILD CURBS AND GUTIERS SHALL BE
PER THE GREEN BOOK,
SUBGRADE SHALL BE SDARWED ANO COMPACTED' TO A MINIMUM DEPTH OF 12 INCHES,
90% COMPACTION IS REQUIRED BEH1ND THE CURB AND IN PARKWAY AR . AFTER MPACTION, THE
SUBGRADE SHALL DE FREE OF UNSUITABLE MATERIAL,S.
4: ALL CONCRETE SHALL EIE 520—D-2500 LESS OTHERWISE SPECIFIED,
CONCRETE SHALL DE OF THE SPECIFIED SLUMP AND WITHIN THE REQUIRED WATER/CEMENT
6. THE COARACTOR SHALL VIBRATE ALL CONCRETE ADEQUATELY TO INSURE CONSOLIDATION FREE OF VOWS:
7, ALL SID iALKS„. CURBS AND CURB AND GUTTERS SHALL HAVE WEAKENED PLANE JOINTS SPACED AT
10 FOOT MAX/MUM INTERVALS. EXPANSION JOINTS SHALL BE PLACED AT 60 FOOT INTERVALS UTILIZING
1/2 INCH EXPANSION JOT MATERIAL
8, A NORMAL EXPANSION JOIE :JAY BE OMITIED IF IT FALLS. ATKIN 10 FE.: :OF AN ADDMONAL
EXPANSION MINT.
8. WEAKENED PLANE JOINTS , SHALL BE 1/4 OF THE, DEPTH OF THE CONONLIE. BUT NOT LESS 'HAN
1 MIA CURBS AND GIVERS SHALL HAVE WI. DINED PLANE JOINTS 'OF 2 INCH MINIMUM DEPTH*
ECTOR RIOR TO PLACIIII
1 "t, SHALL fat AND 5TR:A '1 AND Or UNIFORM WIDTH, FREE OF UMPS, SAGS„.
IRREGULARITIES AND MEER: IONS: UNIFORM SURFACES SHALL N' ARY MORE THAN 041 IFERT WHEN
' MEASURED WITH A 10 FOOT STRAIGM EDGE.
12„ ALL SURFACES SHALL RECEIVE A BROOM RNISH,
•
4
13. UPON DOMPLEFION OF FINISHING OPERATIONS ALL SURFACES SHALL BE SPRAYED 1TH CURING COMPOUND.
14: CONCRETE REPAIRS SHALL BE MADE BY SAW CUTTING AND REMOVING THE .ENTIRE UNIT BR DEEN WEAKENED
PLANE JOINT&
o,
15„ ALX,S WITHIN DR1V EAYS SHALL 'E CONSTRUCTED PER crry STANDAR-0 PLANS FOR DRIVE TAYS.
(E) .4"0 MANHOLE
INV 1188.351
SLOPE BENCH TO
DRAIN TO TROUGH
INV 1188.61
-No, 51152
EXP 9130/07
CIVIL
CITY ENGINEER
RICARDO SAN VAL
DATE OF LAST REVISI
„.
".
"
<144:12
,
/4111
1 4:11'2
n; 1;12
8" CURB & GUTTER
0,054 C Y CONC PER L„F
8" CURB
0.032 O,IY. CONC. PER L,F.
.4•
4 1:*
4 1.4,12
,44,14127R
„ .1f5rRi
ggggggggggggg
g
gg,
ggg
I .2*1R
;
(61
.4,
.„
IS: URI AN' UTTER,
5. THE COICCAECTOR SHALL LOCATE EXPANSION AND WEAKENED F., 1NE J'OINTS PER CITY STANDARD
7, THE CONTRACTOR SHALL P.ROTEDT THE CONCR WORK FROM ALL TRAFFIC AN CONSTS DTION
D. ALL FORMWORK SHALL ,DE INSPECTED AND APPROVED PRIOR TO PLACEMENT OF COWRIE E,
4„ THE CORTMCTOR SHA.LL USE 520—C-2500 CONCRETE UNLESS OTHERWISE APPRO AD:
2,, NO FORMS SHALL ,BE PLACED UNTIL THE RE:,.„q COMPACTION NW BEEN ESTED AND APPROWD„
RELATIVE: C C „1,„
IMMEDIATELY AFIER FINISHING OPERATIONS AR:E COMPLI E THE CONTRACTOR SNAIL PROVIDE BROOM
„
FINISH AND AP:PLY CURING COMPOUND,
PLAN FO.R :SIDEWALKS.
UNLESS OTHERWISE APP'RO."1:',D f3Y THE Or ENGINEER.
0,049 CRP. CONC. PER. O,F,
" CURB & :GUTTER
u:',RiatteNT FOR TOP 12" OF SUBOR OE IS 85%. WHEN CLASS 11 BASE
A:ANENT, GLASS II 'BASE SHALL ALSO BE LACED UNDER
6:" CURI
N.
'EQUINE FOR AT LEAST SHIN DAIS "S OTHERWISE APPROVED BY TN: ENGINEER.
8,, FOR ABRUPT CURB TERWATIONS, 3 FT, CURB T.- ..NSITIONS SHALL 8E. PROVIDED, SEP.I.ITED WITH
A WEAKENED :PLANE 40IN,
OF ONTANA
No. 51152
EXP, 9/30107
CIVIL
#4 REBAR @ 12"
ON CENTER
BOTH DIFIECTIONS
ITY ENG111'' DATE
RICARDO SANDOVAL
R 1EWED BY:
DATE OF LAST REVISIDN:— „
ELECTRICAL PANEL
ANCHOR PER
MFR REQUREMENTS
6"
(TYP ALL. SIDES)
6" X 6" 10 GA
WIRE MESH
6" MINI CRUSHED R C SE
OFR CLASS 2 AB PLACED IN THIN
LIFTS, MOISTURE -CONDITIONED AND
COMPACTED TO AT LEAST 95
PERCENT RELATIVE COMPACTION
MANHOLE FRAME
& DOVER
AU4AMBRA FOUNDRY CO, LTD,
NO, A-11170 OR EQUAL
I, IR PAN
AU-IAMEIRA FOUNDRY CO, T
NO. A-1172 OR EQU
NOTE;
NOT TO BE FURNISHED
UNLESS CALLED FOR IN
SPECIFICATIONS.
• "4,444'
— PAVEMENT
TO SURFACE
;it:t:iftifffo:" / ef
,toowito* o
E AS EXISTING — MIN.
NO MORE THAN 12" OF GRADE ,45A,S ALLOWED FOR A MAXIMUM OF 18' MOM TOP OF ANHOLE DRREL
CONCRETE SHALL BE PLACED mom: .2" BELOW GRADE RING TO 2' BELOW MANHOLE BARRELL
AND SHALL. ENCAP-1. -1 A1' GRADE RIND1-4
3 * /DATE
0 $ .
SA, ,
•, .,,,-.. CITY ENGI E
EN:Pc'. 159,:31:051027
RR El cv Al ERwD E°D sBA COVER AND RE1NEORCED
CONCRETE COLLAR
07.010i06
,
i
OP CA. ' REVISION NUMBER: — STD., PLAN NO. 2000 SHT 1 OF 1
,
SUBGRADE PREPARATION NOTES:
. UPON COMPLETION OF E) FOR EQUIPMENT PADS, ENGINEER SHALL INSPECT THE
EXpoteo S,UBGRADE 'MATERIAL. IF THE ausegAtIE MATERIAL fiS otAy, coNTAws
ateNWIQANT R*.A,TS, OR APPEARS POTENTIALLY UNSTABLFAS ',DETERMINED BY THE
ENO:WEER OVEREXCAMATE AND ADDITIONAL a tiNcHEs ANETCOMPAT THE EXPOSED
BUSGRAPi:E AT THE :BOTTOM:, 'OF THE EXPOSED OVEREXCAVATION TO AT LEAST 810 'PERCENT
RELATIVE COMPACTIONUOGRADE SHALL RAVE A 'FIRM, 'UNYIELDING ',CONDITION UPON
COMPLETION OF COMPACTION. IF :IN THE OPINION OF THE :ENG:WEER, THE OVEREXCAVATED
AM:TERI:AL IS SUITABLE FOR USE AS SAOKFILL, MOISTURE CONDITION AND RECOMPACT TO
AT LEAST 90 PERCENT :RELATIVE cOMPAQTION. IF, IN THE OPINION:OF THE 'ENGINEER THE
OVEREXCAVATED MATERIAL IS NOT %ATM:3LE FOR USE AS::BACKFILL, BACKFILL E=AVATION
WITH ANGULAR CRUSHED ROCK OR CLASS 2 Aa pLAGap IN THIN, :LIFTS, Ii4OISTIJRE
CONDITIONED AND COMPACTED TO AT LEAST 90 'PERCENT RELATIVE COMPACTION.
2. IF THE SUBGRADE MATERIAL AT THE BOTTOM OF THE 6 -INCH OVEREXCAVATION STILL
APPEARS UNSUITABLE, OVEREXCANtATE AN ADDITIONAL 12 'INCHES AND COMPACT THE
EXPOSED SU:SG:RADE TO AT LEAST 90 PERCENT RELATIVE COMPACTION. SUSGRADE SHALL
RAVE A FMK LINYIELDINO CONDITION UPON COMPLETION OF COMPACTION. PLACE TC
MIRAR 600X STABILIZATION FABRIC, OR APPROVED EQUAL, IN THE 'BoTTom OF THE
OVEREXCAVATION. THE 'FABRIC SHALL EXTEND UP THE SIDE WALLS OF THE
OVER:EXCAVATION.
3. COMPACTION SHALL BE PERFORMED WITH A WACKER "BPU2540N VIBRATTORY PLATE
COMPACTOR OR EQUAL. A MINIMUM OF 4 PASSES ACROSS THE SURFACE BEING
COMPACTED SHALL BE PERFORMED,, ADDITIONAL PASSES MAY BE NECESSARY AS DIRECTED
BY THE ENGINEER.
SURGRADE, MOISTURE CONDITION
AND COMPACT TO AT LEAST 90 PERCENT
RELATIVE COMPACTION, SEE SUBGRADE
PREPARATION NOTES
NO SCALE
„
SHOULD CONSTRUC ION 0= THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO
YEARS OF THE DATE OF APPROVAL SHOWN HEREON
AND CARRIED FORT- IN A DILIGENT MANNER, T E
CITY ENGINEER MAY REQUIRE REVISIONS TO THE
PLANS TO BRING THEM INTO CONFORMANCE WITH
STANDARDS IN EFFECT.
DIAL
BEFORE
YOU DIG
TOLL
A PUBL IC SERVICE
UNDERGROIJNII
T W
YOU D I G
— 0
ERV I CE ALERT
REV.
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
coN87soul:ToING CIVIL ENGINEERS
ET S ET, SUITE 1278
SAN ' A NCISCO, CA 94102
(4 5) 433 4848
Prepared Under The Supervision Of
"41.7%m0I
A,
Date t
BENJAMIN L. SHICK 68813
OF FON
CA IFORNIA
SANITARY S ER PUMP STATION REPAIRS
DRAWN BY:
GMA
DESIGNED BY:
GMA
CHECKED BY:
BLS
DETAILS