Pages from 02_AD11Civil_Permit Drawings_090915CD
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BENCH MARKS
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BENCH MARK #1 (BM #1) - (1 /2 RB)
N = 709398.700
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E = 2458525.000
EL = 2608.29'
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BENCH MARK #2 (BM #2) - (112 RB)
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EL = 2608.83'
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COMMUNICATION TOWER RE SPECIFICATIONS
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COMMERCIAL DRIVE APPROACH WITH VALLEY
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N = 709398.700
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EL = 2608.29'
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E = 2458863.000
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SHEET KEYNOTES
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COMMUNICATION TOWER RE SPECIFICATIONS
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TRASH ENCLOSURE, RE: 0202
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DRIVE APPROACH, RE: B1/C502
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CHAIN LINK FENCE, RE: Al/C502 & LANDSCAPE
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EXISTING DRAINAGE POND
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DAYLIGHT LINE
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FENCE LOACTION
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MANDATE, RE: A3/C502
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COMMERCIAL DRIVE APPROACH WITH VALLEY
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GUTTER, RE: A4/C501
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CANTILEVER GATE WITH OPERATOR,
RE: A3/C503
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FLAG POLE, RE: L101
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CHAINLINK CANTILEVER GATE WITH
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OPERATOR, RE: C3/C503
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INSTALL THREE STRAND BARB WIRE ON TOP
OF NEW CHAINLINK FENCE ALONG EAST
PROPERTY LINE
18 TIE INTO EXISTING FENCE
19 TRANSITION BETWEEN CHAINLINK AND
ORNAMENTAL FENCING, RE: D5/C502
COORDINATE TABLE I
MAIN BUILDING
A5 - GRID LINE INTERSECTION
N: 709435.842 E: 2458628.152
A7 - GRID LINE INTERSECTION
N: 709467,424 E: 2458627.911
B9 - GRID LINE INTERSECTION
IN: 709505.588 E: 2458649.287
D1 - GRID LINE INTERSECTION
N: 709314.882 E: 2458677.659
E7 - GRID LINE INTERSECTION
N: 709467,801 E: 2458677.409
F11 - GRID LINE INTERSECTION
N: 709526.492 E: 2458702.129
H11 - GRID LINE INTERSECTION
N: 709526.703 E: 2458730.629
L1 - GRID LINE INTERSECTION
N: 709315.670 E:2458780.989
N7 - GRID LINE INTERSECTION
N: 709468.741 E: 2458800.573
NOTE VERIFY DISTANCE BETWEEN COORDINATES
WITH STRUCTURAL & ARCHITECTURAL DRAWINGS &
HORIZONTAL CONTROL DRAWING PRIOR TO
CONSTRUCTION.
APPROVED FOR
CONSTRUCTION
These plans and/or spedfications have been reviewed for
compliance with Meridian City Standards and Specifications.
This review does not relieve the owner, engineer, or contractor
of the responsibility to design and/or construct those facilities
in compliance with all current applicable federal, state and local
laws, rules, regulations, ordinances, development agreements,
specifications, orders or approvals, all of which the City retains
the right to enforce. Inoonsistencies not noted by City staff shall
not be construed as approved unless specifically addressed
in writing by the Cid. Any pmpose+d revision to these plans must
be submitted for review and compliance with the Meridian City
Standards and Specifications before said revision is constructed.
NAME DATE
KELLER
BSSQCISt®S
131 SW 5th Avenue, Suite A
Meridian, Idaho 83642
(20B) 28B-1992
COPYRIGHT 2015
CTA, INC
ALL RIGHTS RESERVED
DRAWN BY: JLP
CHECKED BY: NGC
DATE: 9/9115
CTA # ADACNTY911
CADD FILE: ADA911
DIR:
OVERALL
SITE PLAN
SHEET
C101
i'
9-112"
NO
1116" CLEARANCE
A
PLAN VIEW
314'"
CAST IRON
RING i&
01
11-001 401
-011
14 `Fo'I'low—A AhF
1=1 Iy s �
i
2'-6'"
SIDE VIEW
STANDARD TRAFFIC RATED CLEAN-OUT
V 1 N.T.S.
APPROACH WIDTH
(MIN. 12'-0" WIDE)
6'-0" WIDE TAPER
6-0" WIDE CHANGES IN
TAPER SLOPE ARE TO
BE GROOVED
EXPANSION '-0"
MATERIAL
(TYP. BOTH
ENDS)
SLOPE 1:12 SEE
4" OF 314" COMPACTED NOTE 1
CRUSHED AGGREGATE SECTION A
NOTES:
1. DRIVEWAY SLOPE TANGENT TO GUTTER FLOW LINE.
2. INSTALL DRAINAGE PIPE UNDER DRIVEWAY TO CONNECT
ADJACENT DRAINAGE SWALES,
�TYPICAL DRIVEWAY APPROACH
V 1 % N.T.S.
CAP ON ALL POSTS
PIPE POST
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8' LONG PRECAST
REINFORCED
WHEEL STOP
PARKING SURFACE
10' MAX.
6' SPACING ON ALL SIDES
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N.T.S.
LEGEND
01 4-1" DIA. HOLES ON 3-112" RADIUS.
02 MECHANICAL PLUG,
03 12" DIA. X 1'-0" PVC, DIP OR CP.
04 FIBER JOINT MATERIAL.
05 PVC ASTM 3034.
06 450 BENDS.
07 "Y" FITTINGS.
08 PIPE BEDDING
09 MISSION COUPLER OR APPROVED EQUAL.
10 UNDISTURBED MATERIAL.
4x4 10110 G.W.M.
6-31411 , 8" LONG 3 PER CURB
LO
314" O.C. x 1'-6" ANCHOR BOLT
WITH BEVELED END. NUT &
WASHER AT 1'-0" FROM EACH
END
PRECAST CONCRETE_ BUMPER STOP
EN.T.S.
3 STRANDS OF BARBED WIRE
ON EAST PROPERTY ONLY
LINE POST SPACED AT 10' O.C.
TOP RAIL WITH WIRE
CLIPS AT 12" O.C.
CONNECTOR
318" GALV. ROD
2-718" O.D. PIPE
POST
LINE POST SPACED
AT 10"-01' O.C. (2-3181"
Q.D. PIPE)
TENSION WIRE
WITH WIRE CLIPS
AT 121" O.C.
12" SQ. OR ROUND CONC.
FOUNDATION 2500 PSI MIN, TYP.
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FINISH GRADE
WELL SECTION
NOTES:
1. WELLS ARE FOR OBSERVATION OF
GROUNDWATER LEVEL NEAR STORM
DRAINAGE FACILITIES.
2. ONE OBSERVATION WELL SHALL
LOCATED WITHIN EACH DRAINAGE
FACILITY, ONE SHALL BE LOCATED A
MINIMUM OF 20' OUTSIDE OF EACH
DRAINAGE FACILITY
MONITORING WELL
J N.T.S.
03
PLAN VIEW SECTION
CONCRETE COLLAR - TRAFFIC AREAS CONCRETE COLLAR
WELL COVER IN SIDEWALK
�. 18"
03 !
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PLAN VIEW
CONCRETE COLLAR
NjnN_TRAFFIr.. APPA..,
SHEET KEYNOTES
01
WELL COVER, 8" DIAM. WATERTIGHT
GALVANIZED STEEL COVER AND
CANISTER.
02
PVC CAP, GASKETED (WATERTIGHT).
03
CONCRETE (COLLAR), CLASS 3000
(ISPWC SECTION 703).
04
314" MINUS CRUSHED AGGREGATE FOR
0
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BASE (ISPWC SECTION 802) OR
MATERIAL REQUIRED FOR STORM
DRAINAGE FACILITY (I.E. 3" DRAIN ROCK,
FILTER SAND).
05
PVC PIPE, 4" DIAMETER ASTM D-3034
SDR 35
06
2 - STAINLESS STEEL HOSE CLAMPS AT
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3" SPACING. SECURE GEOTEXTILE IN
PLACE.
07
FILTER SAND (ISPWC SECTION 801)
08
PERFORATED PVC PIPE, ASTM D-3035
SDR 35 WITH 6 -318" DIA. HOLES AT 3" ON
CENTER.
09
DRAINAGE GEOTEXTILE, TYPE I (ISPWC
W
SECTION 2060).
10
PVC CAP, SOLVENT WELDED OR
rrW
GASKETED (WATERTIGHT).
11
(2) #4 REBAR HOOPS WITH #4
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VERTICALS.
CHAINLIKE FENCE
ORNAMENTAL FENCE.
3" MIN.
R" KAA`X
PROVIDE CONCRETE 4 +
PER MANUFACTURES 11-
RECOMMENDATIONS •�I +,.
3" MIN,
3" MIN.
FENCE TRANSITION
N.T.S.
93.5" (96" INSTALLED wl POSTS)
3" 12 GAGE 1" 14 GAGE
FENCE POST PICKET
3.75" 1 314" RAIL
°, MOW STRIP J
RE: 31L302
PROVIDE CONCRETE
PER MANUFACTURES
RECOMMENDATIONS 12"'
�ORNAMENTA�LF ENCE
V iJ N.T.S.
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1 314" RAIL
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NOTES:
1. GEOTEXTILE FABRIC SHALL BE CONTECH NON -WOVEN GEOTEXTILE C-60NW OR APPROVED EQUAL.
2. ALL FABRIC SEAMS SHALL OVERLAP A MINIMUM OF 3 -FEET.
3. ELEVATION OF BOTTOM OF STORMTECH CHAMBER TO MATCH INLET PIPE ELEVATION.
SEEPAGE BED CROSS-SECTION
114" = l' -O"
,,, All 0.75"
3" 12 GAGE
FENCE POST
1" 14 GAGE
PICKET
10"x2"x3116" PANIC
KICK TUBES
GATE UPRIGHT
13/4"x14 GA.
WELD ON
BOX HINGE
1 314" RAIL
10"x2"x3116" PANIC
KICK TUBES
�,u "X., �„y�.L:D METAL, INSTALLED
BY GATE MANUFACTURER, PAINT
NAM�EN�TA�LM�AN�GATE
A 3
1
6" CURB AND
GUTTER 6'-0"
7_�4" OF 314"
AGGREGATE
SECTION A -A
TRUNCATED MOUNTAE
DOME MAT, COLOR GR
NOTES:
1. ALL RAMP SURFACES TO BE 12 TO 1 SLOPE TO CONFORM TO ADA
REQUIREMENTS.
2. ALL RAMPS TO HAVE A 4 FOOT MIN WIDE CONTINUOUS PATH
BEHIND THEM FOR PEDESTRIANS.
3. ALL CONCRETE ADJOINING THE RADIUS WITHIN AND AROUND THE
RAMPS TO BE 4 INCHES THICK WITH 4 INCHES OF 314 INCH
AGGREGATE BASE.
AA
ISLA�ND�PDESTRIAN RAMP
N.T.S.
io
5'-0"
9'_0!1
FELLER
associates
131 SW 5th Avenue, Suite A
Meridian, Idaho 83842
(208) 288-1992
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COPYRIGHT 2015
CTA, INC
ALL RIGHTS RESERVED
DRAWN BY: JLP
CHECKED BY: NGC
DATE: 919115
CTA # ADACNTY911
CADD FILE: ADA911
DIR:
ZONAL �N
�G1ST
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DETAILS
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