|
Q! - 0"
<br />?
<br />T- 0"
<br />7-0" fe
<br />811
<br />U.0,N,. ON PLAN
<br />A.C. PAVING OR CONCRETE WALK EQ 1, EQ e
<br />t
<br />11-01,
<br />WHERE OCCURS
<br />rain"
<br />@ @ @ @ @
<br />AA
<br />FINISH GRADE
<br />FENCE POST WHERE OCCURS
<br />grau
<br />Cirga
<br />I I" CAST ALUMINUM
<br />LINCIOLN S
<br />LETTER
<br />@ @ @ @ @
<br />WHERE OCCURS
<br />I" R TOOLED EDGE, OMIT WHERE
<br />FLUSH Wif A.C. PAVING
<br />2
<br />A1.3.
<br />architects
<br />CHAMFERED CORNERS
<br />0
<br />�5CHO L
<br />- --- --- V
<br />------ 7"7
<br />#4 TOP, BOTTOM MIDDLE
<br />HARDCOURT A
<br />EL
<br />.......
<br />AP PARATUS FILL
<br />AREA 0 _R
<br />Do
<br />2407 J Street, Suite 202, Sacramento, CA 95816 916.368.7990
<br />CAST -IN-PLACE
<br />CONCRETE SIGN
<br />k.
<br />U)
<br />MEDIUM BROOM FINISH
<br />LEGEND
<br />@
<br />Ci
<br />_P1
<br />CO
<br />UNIT DESIGNATION
<br />0 1
<br />Y+1
<br />1-4
<br />NEW BUILDINGS
<br />VERT. #4 REBAR @ N4?
<br />16' O.C.
<br />CONCRETE CURB
<br />tu 4
<br />0
<br />109
<br />00
<br />HORIZ. #4 REBAR
<br />—.71 1 j. -1 j 1--r I I_ 1 —1 f J_ 164, OC'
<br />@ 1, 17-1 --1
<br />ALTMMATE
<br />45"
<br />2, �15
<br />FOOTING SHOWN DASHED BELOW
<br />EXPANSION JOINT
<br />(20'-0" MAX. SPACING)
<br />r4,,,
<br />SECTION A
<br />FLUSH ADJACENT SURFACES, TYP,
<br />All
<br />--j CONCRETE RAMP
<br />, n
<br />C4
<br />w/
<br />#4 VERT. 24" O.C.
<br />N
<br />CON CRETE WALK/ PAVING
<br />0
<br />NOTE. APPARATUS FILL MATERIAL
<br />ELEVATION SHALL BE 3" MIN. OR
<br />CONTROL JOINT
<br />R x 1/2" DEEP V GROVE
<br />q-
<br />� °
<br />T-10" MI 4- Y T-10" MIN.
<br />HIGHER THAN BOTTOM EDGE OF
<br />(10'-0"MAX. SPACING)
<br />a ,G - a .A° c d ,° ,.
<br />TYPICAL SECTION A -A
<br />Y � , ,ra a Q.
<br />NOTE:
<br />-8" MIN. RAMP
<br />PLAN
<br />1.
<br />PROVIDE EXPANSION JOINTS
<br />APPARATUS AREA
<br />ASPHALT CONCRETE PAVING
<br />'2
<br />12'O -C, TYP.
<br />2.
<br />TOP OF CURB TO BE LEVEL.
<br />MONUMENT SIGN
<br />TRUNCATED DOMES
<br />APPARATUS CURB
<br />E:1 A MP
<br />APPARATUS PLAN
<br />13
<br />9
<br />5 1 1/2"' 1'-i}"
<br />POLE MOUNTED LIGHT
<br />1/2" 11-01,
<br />3"' 1'-E?'"
<br />1/4" = I l-011
<br />02300
<br />02311
<br />02314
<br />A.C. PAVING OR LANDSCAPING
<br />WHERE OCCURS
<br />FINISHED GRADE
<br />V- 604 40 01
<br />U.O.N.
<br />FACE OF BLDG. FDN. WALL
<br />2" RADIUSED
<br />TOOLED EDGE
<br />I SEE PLAN Ile
<br />Z
<br />CONC. MOW STRIP- PROVIDE
<br />A.C. PAVING WHERE OCCURS
<br />EL 0 EQ. EQ.
<br />EXPANSION JOINT @ EA. FENCE
<br />POST AND TOOLED CONTROL JOINT
<br />FINISH GRADE
<br />TOP OF
<br />APPARATUS
<br />FILL MATERIAL
<br />SHEET NOTES
<br />6l -3 "
<br /><
<br />Z = _,3" 3"
<br />@ MID POINT. MATCH FIN. EL. @ A.C.
<br />4" THICK CONCRETE APRON
<br />SEE PLAN
<br />MIN.
<br />LL Dr,
<br />W/ 2 - #4 BARS, CONTINUOUS, THRU
<br />THE CENTER OF THE MOW STRIP,
<br />TYPICAL
<br />PROVIDE TOOLED CONTROL
<br />JOINT @ 6-0" O.C.
<br />300 1 1 0,6111
<br />12
<br />Oil
<br />ZI
<br />J
<br />CLI
<br />EXPANSION JOINT, TYP
<br />jr
<br />A.C. PAVING OR LANDSCAPING
<br />WHERE OCCURS
<br />1/4"r
<br />-----------
<br />FIN. FLOOR OF BLDG,
<br />U.O.N.
<br />CONCRETE PAVING -WALKWAY
<br />KEYNOTES
<br />LU
<br />Y:MMAX_''
<br />#4 BARS, CONTINUOUS, THRU
<br />(v
<br />CENTER OF APRON, TYPICAL
<br />7
<br />2.17 CHAIN LINK FENCE wl SLATS
<br />2.26 ORNAMENTAL METAL FENCE
<br />BOTTOM OF AGGREGATE BASE
<br />6" THICK CONCRETE RAMP W/#3
<br />REBAR @ 1 8"O.C. EACH WAY
<br />�6"
<br />2.27 ORNAMENTAL METAL GATE
<br />2.71 ASPHALT CONCRETE PAVING
<br />7-7—
<br />FACE OF CURB
<br />FENCE POST & FOOTING
<br />GEOTEXTILE
<br />FABRIC ------ #3 REBAR TOP AND BOTTOM
<br />3.12 CONCRETE MOWSTRIP
<br />DRAINAGE MATRIX
<br />TRUNCATED DOMES
<br />@ V -0l' O.C. FLUSH W/ APPARATUS CURB
<br />BEYOND
<br />MA& &
<br />CURB,rv-x1VIP
<br />MOW STRIP
<br />APRON
<br />rl A
<br />APPARATUS RAMP SECTION
<br />1
<br />10
<br />6
<br />2
<br />i
<br />1/4" 1'_9'
<br />02203
<br />1.; 1 -al
<br />02109
<br />1 1/2" I. -Oil
<br />02108
<br />1/2" 11.0#"
<br />02316
<br />A.C. PAVING WHERE OCCURS
<br />AC WHERE OCCURS
<br />2 1/2"1
<br />SLOP 1
<br />-WOMA �2
<br />3/8" EXPANSION JOINT
<br />TRUNCATED DOMES, RECESSED
<br />FLUSH WITH RAMP%
<br />CONCRETE RAMP
<br />36" O.C. 3/4" CHAMFER
<br />N.T.S.—
<br />FINISH GRADE AS OCCURS
<br />k4
<br />AI.3.2)
<br />NOTE:
<br />1. AT LEVEL LANDING- 1.810
<br />MAX SLOPE ANY DIRECTION
<br />T -o"
<br />Vi
<br />CONCRETE CURB
<br />TOOLED EDGE
<br />3/4" CHAMFER - TYP
<br />CONCRETE WALL BENCH
<br />'81. 8.�
<br />-,.,LEVEL LANDINd,
<br />6'- 4'
<br />N
<br />#4 REBAR" CONT.
<br />CONCRETE WALK
<br />1f2" EXPANSION JOINT
<br />aA
<br />W
<br />W zo
<br />LU
<br />W
<br />4
<br />$ a
<br />e,
<br />_
<br />_-_ CONCRETE WALK
<br />FOOTING SHOWN
<br />41
<br />N
<br />DASHED BELOW
<br />6"
<br />MATCH REINFORCING AT
<br />ADJACENT CONCRETE PAVING
<br />GRADE WHERE OCCURS
<br />ASPHALT PAVING AS OCCURS
<br />LE, 2
<br />PROVIDE EXPANSION JOINTS
<br />@ 2W -O" O.C., TYP.
<br />LINE OF (E) BUILDING
<br />RAMP REINFORCING
<br />00
<br />NECESSARY TO PROVIDE THICKEN CONCRETE RAMP AS
<br />REQUIRED COVERAGE OF REBAR
<br />MATCH THICKENED EDGE a(?
<br />Z
<br />2" CLR.
<br />#4 HORN. @ 16" O.C. EA. FACE
<br />-4
<br />2,26
<br />CONTINUOUS REBAR, TO MATCH
<br />CURB BEYOND
<br />ADJACENT CONCRETE PAVING
<br />#4 VERT @ 24" O.C. EA. FACE
<br />T]
<br />2-27
<br />Copyright 0 2014 Rainforth Grau Architects, All rights reserved. Reproduction of these ptans, either in whole or in part, including any form
<br />MATCH ADJACENT CUT-OFF CURB
<br />of copying and/or preparation of derivative works thereof, for any reason without prior written permission, is strictly prohibited.
<br />WHERE OCCURS
<br />A
<br />DSA
<br />MA
<br />BLENDED TRANSITION
<br />I
<br />RETAINING CURB
<br />11
<br />7 LOW CONCRETE WALL BENCH
<br />3 ENLARGED
<br />I A
<br />STIE PLAN — PLAY APPARATUS
<br />No. 39-63
<br />IDENTIFICATION STAMP
<br />SeD I?C
<br />1 1 1-06,
<br />1 1/2"
<br />10=V-011
<br />1/811=1l_00
<br />02212
<br />02210
<br />02800
<br />DIV. OF THE STATE ARCHITECT
<br />02-114490 Inc I
<br />0
<br />C -23405 -4
<br />FLAGPOLE (36-0")
<br />A
<br />(5) #6 VERT. W/ #3
<br />TIES @ 12" O.C. VVI
<br />SEALANT ALL AROUND
<br />ALUMINUM FLASH COLLAR
<br />W.3.2jt
<br />A,
<br />44
<br />'t
<br />AC22ZfFLd.— 9 SS
<br />DATE
<br />131117
<br />RENEWAL
<br />-7 DATE
<br />Or
<br />C
<br />(3) TIES IN TOP 6'
<br />WATERPROOF COMPOUND, 2" DEEP
<br />3000 PSI GONG. W1 MED
<br />SANDBLAST FINISH SLOPE TOP
<br />X
<br />7✓
<br />LINCOLN E.S. CAFETERIA &
<br />HARDWOOD WEDGES - REMOVE
<br />AFTER TAMPING SAND
<br />BLACK ASPHALTIC PAINT ON
<br />I.A
<br />C' 'kQSROOM MODERNIZATION,
<br />2" CLR-
<br />SURFACE OF POLE IN FOOTING
<br />INCREMENT 1: CAFETERIA
<br />a °
<br />MANTECA UNIFIED SCHOOL DISTRICT
<br />TAMPED DRY SAND
<br />.:
<br />MANTECA, CALIFORNIA
<br />16 GA. GALV. FOUNDATION SLEEVE
<br />2.71—o-[
<br />Sim
<br />T_
<br />STEEL CENTER WEDGES
<br />3116" STEEL BASE PLATE WELDED
<br />00
<br />d o a ; Q e a r Q -0=
<br />ENLARGED SITE PLANS & DETAILS
<br />TO SLEEVE, SIZE AS REQUIRED
<br />(
<br />M__
<br />_ 4 4
<br />' '
<br />0
<br />, : 4
<br />-1 /z
<br />STEEL SUPPORT PLATE 6" X 6" X 3/16"
<br />WELDED TO SPIKE
<br />r
<br />314" 0 STEEL GROUND SPIKE
<br />r5
<br />00 0
<br />84 _A
<br />0000 0
<br />,-217
<br />—3.1 2 _3 2=°
<br />I1C.1
<br />�Al -3-?/
<br />A1.3.
<br />4
<br />6'
<br />Revision
<br />DRAWN
<br />Author
<br />PROJECT NO-
<br />15 -1207
<br />CHECKED
<br />Checker
<br />DATE
<br />6-26-16
<br />e 2 - 0" DIA
<br />r
<br />F661
<br />N AV
<br />4
<br />SCALE
<br />SHEET
<br />FLAGPOLE FOOTING
<br />I A PLAN M
<br />ENLMRGED STIE N PLAY APPARATUS
<br />PRESCHOOL
<br />As indicated
<br />A1.3,2
<br />12
<br />8
<br />1/7=11!41
<br />02340
<br />I18f. = V-00
<br />IN
<br />
|