HomeMy WebLinkAbout105 Coastline Rd 97-722 (1997) (a) Plans New Constructionr
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PROF ES9,1NAL ADYXRE;: ^vpNG ERECIIM' BRACING� M; ]fi ALWAYS H -F ;; li! R E U Tv
PIREVUIF IGFIIFCNG AND PJEdtc w
WING' MINIM; EK' , IION; AND PERNAINEN1 }4,lri
MAY Ll,: REQUfl-D IN Er �IFIC' MPUCAIIONS, SEE 'HIB-m
91 Swror/ Sheet IOJKWM�
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and RECCTA-NIDAIIQN3 HAI'MINC', INS ---LING & DP�CIIJQ MFf!!,, PLATE MiliNE-CF-D
WORD Tll,�!S C;' "IM) IRIJS.-,E!; ARE TO 3E ERECIED 4,10 r,413T!�hEl) IN A 5MUHT ANCpi PLUMB V-WME ND -lHFMMG IS' APPUID UREQIHLY TO THE I-011 CHU�Ul: THEY
5!IA-L BE AS "'IFECIFED Chi [HE IRU55 DE-qCN!.
1RU55ES SHALL HE HANDLED ',Nllii REASONABLE CARE )'UI`jjI`IG tjcE(flotj fO PHENMl
DAMAGE.
ALL VAL11-fS, ARE CALCULATED MIK)UT Tll-AfFV,,IG UNDER,
rip I -
NO
FOR ANY TRUSS -10 TRUSS CON( LI-.(IOIl Wlfirl
A REAC110N GREATER MAN 500`0 ruUI`,l[jS OR
S'\EYA--D, NO HANGER IS SUPPLiFED,
CONTRACTOR SHOULD CHECK ALL ILL ACHONS i:OR
I"!V)PE-R, CONNU311OW-S.
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OF' OF-LANIX)
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INCLUtES THIS BARGEE: THIS PERMIT DOES NOT INDICATE
V ANY WETLANDS ON THIS LOT,
PARCEL .IS OUTSIDE100 THE, IR. FLOOD PLAIN.
TOTAL FL. L O A_ PARKING RE JIBED 1 SPACES
(?� 5 P CES
REUSE NOTE: 'ME PROJECT WILL `USE RECLAIMED WATER FROM THE CITY
'Of SAN OR.D TO BE
`APPLIED BY AN UNDERGROUND
IRRIGATION SYSTEM.
10'x20' REGULAR PACKING PROVIDED 15 SPACES REQUIRED `TAKE BACK; 483 GPD r
,12 x20HANDICAP PARKING PROVIDED - 1 SPACE
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LANDSCAPE IRRIGATION SCHEDULE
/SYMBOL
DESCR I PT I ON
A
POP-UP IMRULSE SPRINKLER , 1/2 C IRCLE , 10 'RADIUS .
Bo
POP-UP IMFULSE SPR INKLER , 1/2 C IRCLE , 25 ' RAD IUS .
C
POP-UP I Nf ULSE SPR I NKLER , 1/4 C I RCLE , 25 ` RAD I US
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STR I P SPf i NKLER HEAD , 2 ' x 10 '
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STR I SPR INKLER HEAD , 5 ' x 10 '
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IMPULSE FOTOR SPR INKLER, FULL,C IRCLE , 30 RAD IUS
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END CAP.
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DENOTES IRR IGAT ION L INE S IZE .
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RE -USE WATER METER W ITH PRESSURE VACUM BREAKER.
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QUICK DISCONNECT WATER VALVE
CSB FOX j
IRRIGAT IQN TIMER CLOCK
EIRRGAT ION ELECTR IC SERV ICE BOX
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PROJECT ,SITE : 25,378 S.F. 0.60 ACRES
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LANDSCAPED, AREA: 12 ,810 S.F. 0.30 ACRES
ADD IT I ON�L I NFORMAT I ON I N LANDSCAP I NG DRAW I NG
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GENERAL S ITE PREPARAT ION NOTES
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1. THE "FOOTPRINTS" OF THE PROPOSED BUILDING AND THE PARK ING/DR IVE
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- AREA. , PLUS A M I N I MUM MARE f N OF F IVE FEET (5 '-0' `) ,SHOULD BE S (RIPPED
V G TAT I ON STUMPS ,DEBRIS , ORGAN I C TOPSO I L OR
OF ALL SURFACE E E
OTHER DELETERIOUS MATERIALS, AS ENCOUNTERED. _ , , ---
PR .TRUSSES TYPE ''A
R E NC : U SE S YF E A 1 @ 2 I0" D .0
2 DURING THE GRUB13 ING OPERA ION , ROOTS W ITH A D IAMETER GREATER I If ( I '
THAN INCH, STUMPS, OR SMALL ROOTS IN DENSE STATE , SHOULD BE
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SERVA T ION
A OB I
IS L BY U , N B Y I HT WELL
STRIPPING AND Gf�UBB 1NG MUST BE QETERM I ED , SK L G L
AND JUDGEMENT DUR I NO THE EARTHWORK OPERA T ION. THE STR I PPED
SURFACE SHALL BE INSPECTED AND APPROVED BY ANDREYEV `
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ENGINEERING, I NC .
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3. ALL F ILL MATER IAL SHOULD BE FREE OF ORGAN IC MATER IALS , SUCH AS
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ROOTS AND VEGETAT ION . AS A GENERAL GU IDE , USE FILL W ITH 3 TO 10 A
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PERCENT BY DRY WE IGHT OF MATER IAL PASS ING THE U .S . STANDARD NO . SKYL I GH) WELL
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200 SIEVE SIZE .
PLACED IN LEVEL L IFTS NOT TO EXCEED
LACE ,I
FILL SHOULD BE t
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4. A STRUCTURAL LLI ,
12 1 NICHES I N UNCOMPACTED TH I CKNESS . EACH L I FT SHOULD BE
COMPACTED TO AT LEAST 95 PERCENT OF THE MOD IF IED PROCTOR (ASTM
D 1557 MAX Iku iw DRY DENS ITY VALUE IN ALL PARK ING AREAS AND
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DRIVES. FILL PLACED UNDER BUILDING AREAS SHALL BE COMPACTED TO PRE-ENG .TRUSSES TYPE "A" B B2 ,SKYL I GHT WELL '
AT LEAST 98 PERCENT PROCTOR (ASTM D 1557), FOR ADEPTH OF TWO FEET - --- - --- --- --- = --
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'-0' `) BELOW THE FOOT I NO BOTTOMS . COMPACT ION BENEATH ALL FLOOR------
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SLABS SHOULD BE VER IF I ED FOR A DEPTH OF 24 INCHES AND MEET THE 98
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PERCENT CR ITER IA (MOD IF IED PROCTOR, ASTM D-1557) . A
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5. PRECAU F IONS SHOULD BE TAKEN DURING THE SLAB CONSTRUCTION TOILLE
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MINIMIZE MOISTURE ENTRY FROM THE UNDERLYING SUBGRADE SOILS. CONNECTORS +
HEID
INSTALL AN IMPERVIOUS MEMBRANE BETWEEN THE SUBGRADE SOILS AND
THE FLOOR SLAB , US ING A S IX M IL TH ICK POLYETHYLENE F ILM .TAKE THE A S IMPSON HETA 20
NECESSARY PRECAUT ION TO AVOID PUNCTURING THE MEMBRANE WHEN
PLAC ING THE RE I NFORC ING STEEL . B S I MPSON H2.5
WABLE SO IL BEAR ING CAPAC ITY , PER SO ILS EXPLORAT ION STUDY C SEMCO TMPH2
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GENERAL S I TE PREPARAT ION NOTES PE ET T Ior, s Eo . '
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1. THE ' 1FOOTPR 11`fTS" OF THE PROPOSED BU I LD ING AND THE PARK ING/DR I VE 1 C 1
AREA, PLU,S A M IN IMUM MARL IN OF F IVE FEET (5 '-0") , SHOULD BE STR IPPED OF ALL SURFACE VEGETAT ION ,STUMPS ,DEBRIS., ORGANIC TOPSO IL OR - 1
OTHER DELETERIOUS MATER-IALS , AS ENCOUNTERED.
2 DUFz ING `THE GRUBBING OPERATION , ROOTS WITH A DIAMETER GREATER R' N . U S S TYRE 'A'' PRE-ENG .TRUSSES TYPE �'A'
THAN I NCH , STUMPS , OR SMALL ROOTS I N DENSE STATE , SHOULD BE ' " @ 2 U U 'C
GRUBBED AND COMPLETELY REMOVED THE ACTUAL DEPTH(S) OF TRUSS MT STR I PP ING AND GRUBB I NO MUST BE DETERM I NED BY V I SUAL OBSERVAT ION L 41 ' O ` ' _ B 1
AND JUDGEMENT DUR I NG THE EARTHWORK OPERAT ION. THE STR IPPED I SKYL I GHT WELL
SURFACE SHALL BE INSPECTED AND APPROVED BY ANDREYEV I 1
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ENGINEERING, INC. >..'
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3 ALL FILL MATERIAL SHOULD BE FREE OF ORGANIC MATERIALS, SUCH AS I '
ROOTS AND VEGETAT ION. AS GENERAL CU IDE , USE F ILL WITH 3 TO 10 12
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PERCENT BY DRY WE IGHT OF MATER IAL PASS ING THE U .S . STANDARD NO .
200 SIEVE SIZE . SKYLIGHT WELL A
f1 64IV
4 . ALL STRUCTURAL F ILL SHOULD BE PLACED IN LEVEL L IFTS NOT TO EXCEED 1 1
12 I NCHES I N UNCOMPACTED TH I CKNESS . EACH L I FT SHOULD BE
1 1 I
COMPACTED TO AT LEAST 95 PERCENT OF THE MOD IF IED PROCTOR (ASTad 1 '
D-1557 ) MAX I MUM DRY DENS I TY VALUE I N ALL PARK I NG AREAS AND I '
DRIVES, FILL PLACED UNDER BUILDING AREAS SHALL BE COMPACTED TO .1 11 1 1
F A PTH OF TWO FEET PRE-ENG .TRUSSES TYPE A g B2 1 SKYL I GHT WELL I I
AT LEAST 98 PERCENT PROCTOR (_ AS TM D-1557) OR DE
2 -0" BELOW THE FOOT ING BOTTOMS . COMPACTION BENEATH ALL FLOOR - --- ---- -- -- `-- --- - - --- --- --- - --
SLABS SHOULD BE VER IF I ED FOR'A DEPTH OF 24 I NCHES AND MEET THE 98 -1 F_
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PERCENT CRITERIA (MOD IF I ED.PROCTOR ASTM 0-1557) .
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5 IRECAUT IONS SHOULD
ETDURINGETAKEN SLAB
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MN1MIZEM01STE. RYFROM-HEUNDERCYIGSUBGRADESOIS ( MECTOR S(;i OU..E
INSTALL AN IMPERV IOUS MEMBRANE BETWEEN THE SUBGRADE SO ILS AND
THE FLOOR SLAB, US ING A S IX M IL TH ICK POLYETHYLENE,F I.LM . TAKE THE A S IMPSON HETA 20
NECESSARY PRECAUTION TO AVO10 PUNCTURING THE MEMBRANE WHEN
PLAC ING THE RE I NFORC ING STEEL B S I MPSON H2.5
6 THE ALLOWABLE SOIL BEARING CAPACITY, PER SOILS EXPLORATION STUDY C SEMCO TMPH.2
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