HomeMy WebLinkAbout20-063 Map(U I' BOUND BRASS GRATE
NDS P918B
® (a) 9' z 9"BLACK ATRIUE( GRATE
NDS 4981
DRAIN GRATE MANUFACT RE&
NDS
851 N. HARVARD AVE
LINDSAY, CA93247
PH: SM728-1994
FAX WO.726-1998
LOCAL REP.:
REELING COMPANY
4227 E. 48RD ST.
N. IJTILE ROC%, AR 72231
I'll 601-99G4611
FAX 601-9462766
LIGITRROOMFINISH
CONEIOCHON JOINTS EVERY B, ME DEPAIL M
ffiANBION JODITS EVERY 90•. BEE DBMH.48L2
4'8h00 PS[CO30 ETO ASE
10CE PAYEES• EUREKA
WEND 280 VELOUR
1' MIN. SAND BED
1•-0• a'A'
ram• aRED
PLAN'Bi �
BllUBIRNBURADE
DB
Ir MIN. COWAUTED
BACKPI L.
NOTES
1. VERIFY DIMENSIONS AND ELEVATIONS
4. CONTRACTOR IS RESPONSIBLE FOR ANY
S. MAXIMUM CROSS SLOPE ALLOWABLE ON ALL SIDEWALES
PRIOR TO CONSTRUCTION. ACTUAL DIMENSIONS
PERMITS AND/OR UNDERSTANDING AND
IS 2%.
OR ANGLES MAY VARY ON SITE. NOTIFY LANDSCAPE
ARCHITECT IF ANY DISCBEPI NCIES OCCUR
COMPLIANCE TO ANY LOCAL OR STATE CODES
APPLICABLE TO THE PROJECT.
9. UTE= BRICK PAVERS ON SITE PRIOR TO ORDERING
IN THE FIELD.
ADDITIONAL PAVERS.
Cf.
2. CONTRACTOR SHALL REVIEW DRAINAGE IN ALL
SLOPE ON PAVEMENT MUST MAINTAIN A MINIDL[JM
SLOPE OF 0.6%AND MUST NOT EXCEED A MAXIMUM
10. CONTRACTOR TO SLTPPL,Y ORANGE CONSTRUCTION FENCING
Y �
AREAS OF CONSTRUCTION AND BE RESPONSIBLE
SLOPE OF 5.0%.
FOR WORK Lnd= TO ALLOW FOR PEDESTRIAN CnWUT.ATION.
TO INSURE AIL WATER IS DIRECTED AWAY FROM
BUILDINGS, DOORWAYS, PAVED AREAS,
6. ALL CONCRETE TO BE BROOM FINISIi
11. NOTIFY ELECTRICAL CONTRACTOR PRIOR TO POURING AIL
Q �
O u
PLANTER EDGES.
CONCRETE WALKS.
re
7. ALL CONCRETE SHALL BE 30DO PSI ® 26 DAYS, MIN"
n
S. BRICK TYPE AND COLOR FOR ALL BRICK
WALLS AND PAVING TO MATCH EXISTING:
EUREKA BLEND 230 VELOUR.
_ MURTB800M FINISE
CONSTUCDONJONDIEVERY6••BBBDEMIL M
ffiANSION JODV7R EVERY YO', 6EEDSGddILP
NEW RADJNG
�!
i8fA0 PBI CONCRETE BAD
BHICH PAYRRe, EORESABLEND YNI VELOiIR
1'MIN"BAND BED
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e'COMPACi8DSB3 SUBBASE
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BRICK CAP TO MA70H EXISTING
6184AInI ffiACK
wA7D BARKIEK
8' SODDED HARDWOOD MULCH
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1P HOPER SOT.
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PAVING ON SAND (77PJ
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TAPER(' USTO EXISTING
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PAVING ON SAND (7YPJ
SEE DETAIL f47TIC8SIAEET
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