HomeMy WebLinkAbout1508-4AEIRE I,IIE#I:III
CATCH1
ALL IL SHALE
THE OUR F"AIL AN POINTS, A
NG STREET'S INHERE NO FIIV
Trl ERIE OF TETE LOCAL DEFINERSI
STREETS, IN EXIST" STS
THE, ELEVATIONS OF PO/NTS F AN' G
ELEVATIONS T ION AT POINTS A AND
THE ELEVATIONS OF POINTSP AITI
ELEVATIONS AT POINTS SI AND
HE, ELEVATION OF POINT S SHALL
G U TT EE FLove, Er
HERE m%.,,.HESE IS NO CRITIT ROI E; a
E SISAL BE SET I HER nlHAN i HE
EDIT/EITTST;T T
ED ON PRO S{E 7 PLANS „
ITWn „w
NOTED ON HE, PROJECT PLANS,
N TED ON THE PROJECT PLA S.
n I, CH) IIADIU
Irr1,= I l THE NORSAL CUA: FACE OF °R . AISJACENT 'UNTIE.
SHALL THE NOIRMA : CURB FACE OF THE ADJACENT T It
STANDARD PLANE,
ENT REPAODELIND IS INDICATED, TIME, ELEVATION OF
SHALL METET THE FINISHED I REST SUREACE,
INHERE PAVE NT REMDEIELING I LI ATEx
HALL BE SET F HIGHER TI 'THE InlTER FLO INE
SHALE BE SET " "GI LD THAN THE ITliTTER FLOW EINE
`CT IT E L"
SET IN2 HIGHER THAN THE ELEVAT/ON AT THE NEAREST
T TETE LOCAL DEPRESSION, THE ELEVATION OF EEINI
EI E ARI A) AT HE, NEAREST TATE OF CURER
„, ATE
Eire
CATCH
Feet)
FeetI
' E ,T "'INE SARI IST ANCE BETWEEN EXTREME
'ATOP SIAS
or
pinertott OF FLOW
PITT,"
T��IET�Ik`�I
FEESSION INIALL BE TO INCHES),
SHOWN IT T IE S rc)R METRIC AND ENIDI_IIS NITS ARE NOT EXACTLY QUA
ETRIC I ITT ARE EI, ALL VALUES USED EER CONSTRUCTION SHALL TTI,:
T INN EIRE SIEE IN ENGLISH LINT T.E MAYBE SUBSTITUTED FOR
ATE"
IF ENG ARE USED, ALL VALUES TIS EI FOR CONSTRUCTION S ALL E E EN I
-T A
350 D7Kri CF)
50 m
. CONCRETE ITMEI N i ... E- PER S .
., C CRE ISI S I I E r; SII E THE
FOOTING
4S
��� �., I_� TIS � �. � �� " ��``
I �� S GROUT 1S I� MITI EiE E�TtT.
EXITMORTAR FROM CAL MINTS IN FIRST COURSE ABOVE
FINISHED GRADE ON 812 CENTERS S E I H ; S.
. POUR FOOTING INS d• I ISTIT ED NATURAL SOIL
S. NO LIVE LOAD SURCH GE 0 ON RE T E SOIL.
. TOP OF FOOTING ;' E PCCED PARALLEL TO PARKWAY GRADE IF
STREET GRADE IS, I ATI' FLAT AND UNIFORM. (MAX. 54
7. DINDISIONS ITilS PLAN FOR METRICAND INGEIS I UNITS
ARE NOT EX TI EQUAL VALUES.. IF METRIC UNITS ARE USED. Aa
".IES I> ° I FOR CONSTRUCTION SHALL BE METRIC VALUES, IF EI I..I
H ITS II; "All VALUES USED FOR CONSTRUCTION SHALL E
ENCU CI ES.
CONSTRUCT 4.5 AC PAVEMENT OVER 12" COMPACTED NATIVE SOIL
SAWCUT, REMOVE & REPLACE PAVEMENT PER CITY OF FONTANA STD. DETAIL NO. 131
SAWCUT & REMOVE CURB & CUTTER
CONSTRUCT LOCAL DEPRESSION PER APWA STD 313—
SAWCUT, REMOVE & REPLACE EXISTING PAVEMENT
REPLACE °: p' `GED LANDSCAPING AS NECESSARY
KROMULGATSU Er. 54E
'N1100.44 CO
1 OW
REV 19KG
A/Th_CALIF, 1
A' BARD PLAN
S T ,I
'SIN RN CA FO NIA CH TER
STANDARD PLAN
LT
METRIC
()Fit
P ULGATED BY THE
Li SKS TPS
MIME
STAN ARDP
METRIC
EXIST. SIDEWALK
EXIST. R/W
SEE DWG NO. 510
FOR STORM DRAIN
ENT
DIAL
BEFORE
YOU D I G
TWO WORKING
DAYS BEFORE
YOU DIG
PREPARED FOR:
10370 TRADEMARK STREET
RANCHO CUCAMONGA, CA 91730
TEL (909 477-6715
FAX (909 941-7260
CITY OF FONTANA BENCHMARK NO. 378
CIRCUIT NO. 67-5, 300 NAIL IN P.P.
I;NO #) SW COR. BEECH & FOOTHILL
DATE 9/67
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
SAWCUT, REMOVE & REPLACE PAVEMENT, CURB
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
Fontana, California 92335
(909) 356-1815 Fax (909) 356-1795
David S. Hammer, A.C.E. 43976 Date
(expires 6/30/2005)
No. 43976
Exp. 6/30/05
DATE:
MAY 2003
MADWG RC