12-664-003FOLIO # 09-4025-063-0030
SITE LOCATION
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N,500216,635
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A, 1, SIDEWALKS AND CURBS SHALL BE BACKFILLED WITH CLEAN FILL PEA ROCK - COARSE DOT
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;> . .. . . -500211.929 MATERIAL CODE IT Il" COARSE SILICA SAND—�,� TOPSOIL FREE OF ROCKS LARGER THAN 2"
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N, ""T . .. . .... -EDS, VEGETATIVE DEBRIS AND OTHER DELETERIOUS MATERIAL) EXTENDING
WITH
DIAMETER, WE
e I,- Ni� sw" OUTWARD FROM EDGES 4"MINIMUM, FINISH GRADE SHALL BE SET I BELOW SLAB ELEVATION AND
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CHILD PROOF B LJ D I N(,"/'�
not *064wo 4 ww'Jk**, mi*m�tiw ow
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SLOPED 12, "1 MAX AWAYFROM SLABS AND CURB, FILL SHALL NOT BE MIXED AT THE SITE.
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1057 SOFT 2
# DET4
r 7 4 2, BAHIA SOD SHALL BE REPLACED THROUGHOUT DISTURBED AREAS TO MATC i EX ST NG TURF.
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SOFT MOIST, FRESH Ab PROTECTED PRIOR TO INSTALLATION, SOD THAT IS DRY
3, SOD SHALL BE KEPI
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OR DAMAGED BY POOR HANDLING WILL BE REJECTED BY THE PROJECT MANAGER,
'�68 4, LAY FIRST ROW OF SOD IN STRAIGHT LINE AND BU`rT SIDE AND END JOINTS. LATERAL. JOINTS
i,/ --FOREVERLAWN
NOR 9 SHALL BE STAGGERED. AFTER INSTALLATION ROLL SOD ANDTOP DRESS AS NECESSARY, SOD
13 7' 's,
641,86F
f i MUST BETHOROUGHLY WATERED IN AT TIME OF INSTALLATION TO A DEPTH SUFFICIENT THAT THE
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UNDERSIDE OF THE STRIPS AND SOIL IMMEDIATELY BELOW THE SOD ARE THOROUGHLY WETT
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sj! 5, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO GRADETHE DISTURBED AREAS SO THE
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FINISH GRADE, AFTER SODDING CONFORMS TO SURROUNDING GRADES AND IS AT THE PROPER
--EXIST N
ELEVATION WITH RELATION TO WALKS, DRAINAGE STRUCTURES AND OTHER SITE CONDT ONS
x "'2-,s""5',
MULCHED
ALL GRASS EDGES BORDERED BY PAVEMENT SHALL HAVE A FINISH GRADE FLUSH WITH THE
..........
AREA
GRADE ESTABLISHED BYTHE ADJACENT PAVEMENT OR EDGE,
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. ... .. ... 6, CONTRACTOR SHALL VERIFY ALL CRITICAL SITE ELEVATIONS AND NOTIFY CONSTRUCTION
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-,,,,TYP,, EXfST, MANAGER OF ANY DISCREPANCIES BEFORE PROCEEDING WITH SITE AND/OR CONCRETE WORK,
:41, 3 1
TREP"' T CONTRACTOR SHALL PROVIDE AND INSTALL TEMPORARY 6'CHAIN LINK FENCE WITH LOCKED GATE
AROUND PLAYGROUND L,IMIT-OF-WORK BOUNDARY.
-41 -'s s, 8. CONTRACTOR IS RESPONSIBLE FOR HIS/HER OWN TAKEOFF AND QUANTIFYING OF MATERIALS
. . ........ . ..... .
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N,5001 157
K .Y: E:8891, 4,886
NECESSARY TO COMPLETE THE JOB.
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9� CONTRACTOR SHALL I-OCATE AND VERIFY ALL UNDERGROUND UTILITIES PRIOR TO DIGGING,
T`+ 13.18 EXISTING GRADE
10, NO CHANGES SHALL BE MADE WITHOUT PRIOR CONSENT, IN WRITING, OF PROJECT LANDSCAPE
+ 13,18 PROPOSED GRADE
ARCHITECT,
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SITE PLAN GRADING PLAN 3
GENERAL NOTES
_��YQUT PLAN
Scale: 1 0' Scale, 1 =1 0' Scale, 1"=10'
PLAY PANEL
2"(HINGE CLEARANCE) —STEEL RAIL MONTAGE PLUS TM -BACK FILLED W, ITH CRUSHED AGGREGATE OR SOD
1 2 (SEE CROSS- SECTION ON —TURF ROLLED OVER AND STAPLED EVERY 12" (MIN) 4-X6"
COMPOSITE NAILER BOARD # 5 REBAR 18" DEPTH EVE RY 2*
PAN-=L DRAWING)
3" 4'.4 1/8" ANTI-,MICROBIAL PROTECTION FOREVELAWN SYSTEM
STEEL, POST SIZE VARIES WITH HEIGHT
MONTAGE PLUS (SEE POST-SIZING CHART)
4 4t .. .... .. .. . --CRUSHED AGGREGATE MIN, 2"
g 441 -4
Mu J 1 LATCH ---FALL ZONE 4" (3/8") RUBBER NUGGETS
...... UPRIGHT STEEL 3
or.
[1, 1 �q o H 1/4 x 14 ga, POWDER
0
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-11 L �,t, �J, is--11 T s -ED
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< 18ga. STEEL Picket- POWDER COAT D
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Tel'
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C�, HEAVY
DLITY SELF
is
3"
co CLOSING
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HINGE
PLAY SURFACE EDGE DETAIL- 1
0
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s Scale: I
------ PAR11AL.
Scale� 1/se
NOTES: SINGLE STEEL GATE ARRANGEMENT --EXISTING CONCRETE WALK OR BUILDNG
i POST SIZE DEPENDS ON FENCE HEIGHT, (."oOMPOSITE NAILER BOARD(MIN 4"X6") MOUNTED 1/2', BELOW
WEIGHT AND WIND LOADS, MONTAGE PLUS CONCRETE SURFACE AND SECURED WITH CONCRETE
-G CONCRE'"m SLAB-12" OC
SEE POST SIZING CHART OR APPROVED FASTENERS ATTACHED TO EXISTM
EQUAL,, WITH 1/4" TAPCON
--ANTI-MICROBIAL PROTECTION FOREVELAWN SYSTEM
2, SEE AMERISTAR "GATE TABLE FOR
—CRUSHED AGGREGATE MIN, 2!
STANDARD OUT TO OUTS, CUSTOM GATE
OPENINGS AVAILABLE FOR SPECIAL OUTTO RUBBER NUGGErs
OU"T/1-EAF WIDTHS,
3. ADDITIONAL STYLES OF GATE HARDWARE
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ARE AVAILABLE ON REQUEST.'rHIS COULD
CHANGE THE LATCH & HINGE CLEARANCE,
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5, !T,
DETAIL GATE WITH CHILD LOCK �,"DETAIL, 2
4 F A iE4- LG
1�5 g �f,
Scale", 1122" =1'
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EXIST, CONCRETE
WALKWAY
1 112" 7
PROPOSED GATE
M � F)A, D E,' U, N T Y
PARK AND RE, C WE AT ION DE-PAR T NIEN T
","ADA REVIEW
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CONTRACT No
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771, , F"', �;;` — � - - - — — - -
CAH-1 1014 -001a,dwg
CONTRACT No
9999911014
L-0 1
Sheet.
1 of 1