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<br /> -p
<br /> - 16' -0" SEE SITE PLAN FOR ADDITIONAL INFO - FINISH GRADE
<br /> _ TOP OF PAVEMENT - o
<br /> BY LANDSCAPER Ne
<br /> W
<br /> 611 DIA. CONC. - U
<br /> - - 1/2.11 EXPANSION JOINT. _
<br /> FILLED STL POST U
<br /> FLEXIBLE CAULK OVER EXP, z
<br /> 12' H, x12" W AT SIDES -- POURED CONC, wf .JOINT, (NOT TILE GROUT) V) 0
<br /> 12' H. x 18'W AT REAR Z
<br /> 445 VERT, & #3
<br /> „
<br /> MIL. COLLAR TYP. SEE SITE PLAN O N
<br /> o TIES @ 10 o,c. WELD BOTTOM W
<br /> FLUSH MOUNTED W, P. z
<br /> J--B❑X w/ 3/4' EMPTY J COLLAR TO POST 11 11 k
<br /> C❑NDUIT W/ FULL WIRE TO 811DRAIN TO HAVE TRAP — I O Q BOLT TOP COLLAR > ca
<br /> BLDG. PRIMER PLUMB TO o = . _ Lu
<br /> GREASE INTERCEPT❑R 0) Z0.
<br /> ( SEE SITE PLAN FDR f- �) }
<br /> FLUSH MDUNTED 3/4' - o z
<br /> INSULATED, COLD & H❑1 LQCATIIaN) Q O ��
<br /> ( 140 ) MATER LINES n �p c
<br /> -STUB UP TD WALL W 0 L W U} ��
<br /> HYDRANT @ +2' -C' INSTAL a CL� Q 2
<br /> A. F. F. -J❑SAM #71700 OR 8 DRAIN -� a W LJ-
<br /> EQUAL PER O.O. w (n N uj
<br /> w
<br /> 6" COMPACTED
<br /> TRENCH DRAIN-@— W -- ; I ROUGH MTL, COLLAR TO GRAVEL CLASS IIAB 611x18" CURB OR Z
<br /> C❑NNECTI❑N OF W Z
<br /> GRADE FIT OVER 6
<br /> COMPACTOR T❑ BIN � II "'
<br /> G. C, TO INCLUDE MAN #4 CONT. REBAR CURB AND GUTTER }
<br /> Lu
<br /> GATE @ TRASH ENCLOSURE ,a [H CO POST GREASE a a L-
<br /> LLJ O cV
<br /> o ' MAX. TYP. Q E- AREA BETWEEN TYPICAL SIDE WALK — a
<br /> f
<br /> LJ� 1' MAX, TYP, _ POST & HINGE 17 3/4"=1'-011
<br /> a-.
<br /> � T I - WELD TO D02-514-101 o 0
<br /> FRAME j m
<br /> o �r v
<br /> — �. PAVEMENT 2 kPu
<br /> 21-011 �11 211 TYP 211 TYP, x a m
<br /> uj
<br /> NOTE1
<br /> SEE ' C-1' FOR EXACT LAYOUT o
<br /> di
<br /> SEILS REPORT FOR CTIONS-VERIFY WPAMcDONALD'4B aQ 1 c (D Q 0
<br /> HYDRAULIC rn7 n 0
<br /> GREASE _ 3 a�b
<br /> FITTING & TAP o v _> 6,
<br /> 4 0 1�' -q' TYP. C VERIFY) HOLE {TYP 4.1 a a . d a . _��— . o -_ W z '* 0
<br /> _... . m ° F
<br /> IN FIELD a ID m Q©y (
<br /> -C d �- Q
<br /> • x
<br /> 1 1/a°- i'-ol' 5 1/s°= 1'-011 14 x/x"-11-0•
<br /> D11-172-103ad D03--001--113
<br /> CEM. PLASTER O/ 8" CMU ,
<br /> ALEMITE 1610-BL HYDRAULIC GREASE n w
<br /> UNDERLAIN U ���N _ �'tiy
<br /> PITTING {TYP. 4 PL I A 4 MIN. -- 6" THICK 3/4" CLEAN F � a r� >
<br /> v a,V c" o Oy
<br /> AGGREGATE �z m r? a
<br /> STL, ANGLE FRAME & DIAGONAL BRACES (GRIND BASE CRUSHED DRAIN ROCK I: ] °�'
<br /> TO STORM BRAIN = � w o
<br /> cr
<br /> WELDS & CORNERS SMOOTH. PAINT W/2 COATS GUTTER CONC, U > sti�s6 z ��'
<br /> RUSTCLEAN) VALLEY COMPACTED � > �'J/�9 ��P
<br /> 1/2 STL.
<br /> 511 PLATE SUl3GRADE ■ >,> >>>p
<br /> 1_ 1]
<br /> I. 11
<br /> RETE WALE
<br /> D02-514-104
<br /> ^,I _ 411 FINISH GIF,
<br /> BY LANDSCAPER 00
<br /> Q
<br /> 26 GA. MTL. Z
<br /> 4,. o
<br /> SIDING (PAINT 0 /211 BOLTS ROUGH GRADE BY
<br /> TO MATCH BLDG.) )— TO FRAME � .
<br /> G.C. TO BE FREE 0
<br /> _ _ Q of DEBRIS & �I �1 @ DRIVES
<br /> COBBLE — u
<br /> I r 1 6 @ PARKIG TOP OF A.C.
<br /> Q
<br /> z
<br /> i" NIPPLE PAVING
<br /> 1 p
<br /> � > WELDED TO
<br /> FRAME 2- 00 Z r
<br /> L C _ ry
<br /> Q C.
<br /> _ . O o o '.
<br /> 4
<br /> W OL.LARS 1 4 o a e e a s Q n N O
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<br /> -I]ni�j o I%
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<br /> � 6 -O
<br /> Lu
<br /> BOLT
<br /> CANE
<br /> 4,11
<br /> M s
<br /> C/s NE 1
<br /> / (/
<br /> 111 j N__. THIGK -'
<br /> !! 1�If I V
<br /> L-16" DIA. GATE POST -PIPE HOOK NOTES; *ion
<br /> (SEE DETAIL 5/SP4) SLEEVES PROVIDE EXPANSION .JOINTS @ AGGREGATE BASE
<br /> 2.0'-01' o.c, (MAX,) 6" BED OF 3/4" u
<br /> -- CRANE BOLTS �, USE KEYED CONSTRUCTION JOINT CLEAN CRUSHED L- - ° °� al
<br /> WAINSCOT TQ MATCH BLDG. SEE RIGHT AT TRANSITION TO CONC. PAVING ROCK (GRADE TO o.
<br /> VERIFY WITH PROJECT MANAGER m `
<br /> DRAIN) _m m
<br /> T.E. GATE & MOUNTING DTLS. NOT USED NOT USED CONC. CURB & GUTTER J
<br /> 1 _ 1 -0
<br /> D11-172-101ai1 Cd2.-51 G- 03 �_--r--`- <
<br /> z
<br /> WALL. REINF„ 6'-8" & 6'-0" HIGH, SOLID TOP BLOCK CAP OFFSET 0
<br /> #5 @ 1611 o,c VERT, & 1/4" TO COVER PLASTER SKIM 0
<br /> �t w
<br /> #4 @ 2411 o.c, HORIZ. GROUT COAT. a
<br /> ALL CELLS SOLID.
<br /> (2} #5 @ TOP CONT NOTE
<br /> 8"x811x161' C.M U. WALL EXT. FINISH FLAG POLE UNDER SEPERATE PERMIT-
<br /> TO MATCH BLDG INT FINISH TO FOOT1IG BY G C. - SITE PLAN FOR
<br /> BE SMOOTH, CLEANABLE AND POLE HEIGHT. H
<br /> &_011 _ LIGHT IN COLOR PER HEALTH FOOTIG DESIGN SHOWN h ERE IS FOR
<br /> Tl LccK — C rPART��ENT 35 O� JIGH POLE w/5 x8 MAX, FLAG
<br /> SIGN CONTRACTOR S! TALL SUPPLY DESIGN
<br /> - WALL REINF,; 8'-0" HIGH; SEE CALICIS, FOR FOLE/13ASE/A,B's AT TIME
<br /> SKIM COAT NOTE ABOVE. OF PERMIT. IF ALTERNATE OR DIFFERENT
<br /> SYSTEM- �-ucc0 - - BASE/POLE HEIGHT/FLAG SIZE ARE USED
<br /> _ TF':E SIGN CONTRACTOR SHALL SUP'P'LY N UJ „ �� u
<br /> MATCH COLOR U U -- VEICFFY WAINSCO WITH F00T1G DESIGN! AT TIME OF PEIRI"MIT `Nu u,
<br /> on
<br /> BUILDING 1 rL u, O
<br /> ' PROJECT MANAGER O 0 o y �
<br /> MATCH BUILDING CONC CURB AT TRASH SHALL BE POSE
<br /> V-0" W, @ SIDES 1'-6" W. @ REAR. ANCHOR BOLTS © 1- 0
<br /> jkELEVATIO�fS_-__-- - -- T I I U C7 a
<br /> �, f NUT AND o
<br /> T/WAINSCOT WIN.) CON. CURB AT PERIMETER c� o O c v
<br /> �I 1r c_ w cna
<br /> REQUIRED BY LOCAL CODES „AM NU ¢ O
<br /> CURB SHALL BE AN OPERATOR'S PLAT WASHER I
<br /> U m a
<br /> - EXTRA VERIFY W/ P.M. BASEPLATE ❑ Q � 0 }-
<br /> LEVELING NUT I O 0 Q
<br /> -8" - 3,000 LBS. CONC SLAB W/ _ F- �_ Q
<br /> II - -- --� N01J SfHINKING GROUT----
<br /> -
<br /> #4'S 8 o c. BOTH WAYS OR f' ° > a `_
<br /> 1 � ,
<br /> GRADE I 1 W`LDED WIRE FABRIC SHEETS 6'1 CONC, FOUNDATION -
<br /> THESE DRAWINGS,DESIGNS,SKETCHES,IDEAS,
<br /> Ij"_ F' } x 611 W2.9 x W2.9 {BOTH OPTIONS _ _ _ ARRANGEMENTS AS WELL AS ANY AND ALL
<br /> �T/SLAB Z i CENTERED IN SLAB) OI 411 GRADE UFCTRONICFILESAND/ORDWGSARETHESOLE
<br /> .1 AND EXCLUSIVE PROPERTY OF VIGEN
<br /> S COMPACTED CALTRANS CLASS 2 - - - ASSOCIATES, AND McDONALEYSCORP_,AND
<br /> AGGREGATE. BASE DI 2.II OF DAMP - - WERE CREATED AND DEVELOPED BY AND FOR
<br /> THF ARCHITECT'S WORK.NOTHING; CONTAINED
<br /> GLEAN SAND- SEE SOILS REPORT :��� ��:; �.��:;��,:, ;�, ,�j,;,,,,, ;�,�,,: ORRFPRESFNTFDONTHFSF DOcumfNTSSHAtL
<br /> - --_ - SUR OPTIMUM MOISTURE CONTENT - HIRMORBE USED lsYOR 1RAIIISC OisFORANYFURPY F OSE
<br /> __....._.__..__ � PoRtJs OR CORPORA7iQN FGR ANY PtfRPOSE
<br /> 1 WLFHOUT 1HE EXPRESSED WRrrEN CONSLNT
<br /> W14-#r-_ VIGEN ASSOCIATE THE WORK CONTAJNED
<br /> ._ r •' 1
<br /> r- � `�IE� ! �' ri;?� ply tF.:GC111' SFr-JGDOC E,h`,Ek�15,rSF.f;EtTFG
<br /> AL.. f . BE.ND #J DOWELS TO MATCH R ONLIFORTHISFUCACkAl ihST1MEAND Na,
<br /> WALL VERT"S A a IES C- U1HER,mDNOT f RC;TF:Lm1rLr�ED,Inn[Fb,
<br /> 101, O 0. OR FUTURE WORMS)OR PROJECT(S).
<br /> -- 2-#5 CONT, --
<br /> 61„-8'1 HIGH WALL = 21-611 SHEET NO.
<br /> 8'-011 HIGH WALL = '1-011
<br /> C D
<br /> T.E. WALL SECTION FLAG POLE BASE DETAIL N T SED NAT USED sIT _oTa(Ls
<br /> 4
<br /> 1/2"= 1'-Oa N.T.5. 1 � X/)("�1'-0" 1/2"= 1'„011 5Ls /--a- �14
<br /> D11-172-103ab D70-350-142
<br /> FADwg1MCQ1_Sac RemoddaV-1ndenlCD I_<n.dwg,09/23'200401:21:55 PIN,hwlI SPR PRE —APPLICATION
<br /> RE —APPL CATION 09/23/04
<br /> 9/23X04
<br />
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