HomeMy WebLinkAboutZ-4484-B-1 Map 82' 4" CONCRETE PAVEMENT
NATIVE STONES EMBEDDED INTO __4=6
—•$ 3 w/6"x6" x 10 go REINFORCING STEEL
2'2" APRON 4" (t).
PROTRUDES MAX. 6" ABOVE FLOOR 12" ` 4 r
OF APRON-MAXIMUM 4" SPACE 4 rk `
BETWEEN EMBEDMENT NOTES:
/ 1. CONTRACTOR TO ESTABLISH POSITIVE DRAINAGE FROM SURFACE AREA. COMPACTED SUBBASE
POINT OF 2. ALL CONCRETE TO MEET 3000 psi COMPRESSIVE STRENGTH AT 28 DAYS. HILLSIDE OR EQUAL I
95% STD. PROCTOR
SHEET FLOW N 3. 6" CONCRETE PAVEMENT REQUIRED AT ENTRANCES FROM PUBLIC - ( COMPACTION)I
DISCHARGE ROADWAY TO PROPERTY BOUNDARY. -
-1 NOTE: IT IS RECOMMENDED THAT THE SERVICES OF A GEOTECHNICAL
CIA - ENGINEER IS OBTAINED TO VERIFY SOIL CONDITIONS AND SPECIFIC
10'f RIP-RAPPED SLOPE ^• SITE REQUIREMENTS.
r yl {�
10" THICK FILL PLACEMENT -5 FLUME 9" WALL BELL OR
SPIGOT AS 8
W/GEOTECHNICAL FABRIC REQUIRED PAVED
SURFACE _COMMERCIAL DRIVEWAY APPROACH
BACKING CU TYPICAL SURFACE
TOE WALL CONSTRUCTED
HEAVY DUTY CONCRETE PAVING
AT CUTLET END ONLY
3' TAPERED END
6^_y _ L• ® A.H.T.D. - ES
DIAMETER 1
r 4' CONCRETE AND
4" SB-2 BASE COURSE 4" CONCRETE AND 4" SB-2 BASE
EXISTING AHTD ASPHALTIC ROADWAY
WALL y� 4" REINFORCED SECTION (SURFACE, BINDER AND
PLUS 6" 1 CONCRETE 1 BASE) SAW CUT STRAIGHT AT
N ROUNDING PAVEMENT " ROUNDING EP - REPAIR ALL DAMAGED
COMPACTED —A
BACKFILL 3/8" 3/8" EDGES WITH FULL DEPTH
CONCRETE FILL.
LAYER OF GROUT CD o f,
BETWEEN SECTION
AND TOE WALL
CURB CUT WzIFLUME & RIPRAP PRE—CAST FLARED END SECTION
12" COMPACTED
N T w/APRON DETAIL SUBBASE HILLSIDE
N.T.S. OR EQUAL
MODIFIED CURB & GUrT E'ER -MOUNTABLE ISLAND
GEOTEXTILE
ATTAC H E D
TO POST
' —31H0 woOG POST --��
—-� A9 OR STARE
d�/ 031V0
08003 031nNIW GEOTEXTILE ANCHOR
NOISSI � 00 JNINNVld 3H1 NI 0310N SV TRENCH BACKFILLED WITH
SN0I110N003H1011031`6116'03AO8ddV TAMPED NATURAL 5011.
NOISSIWW00 JNINNVId H008 311111 11
pIPECTION Of\j \� 1 L
R Noff Flow 3
ACCEPTABLE SUBSTITUTE: 6" MAX.6'• MIN I 4' WIDE
OUANTITT — 16 COMMON REDBUD— FLAT BOTTOM
CERCIS CANADENSIS V..�\\i
WASHINGTON HAWTHORN DRAINAGE CHANNEL
CRATAEGUS PHAENOPYRAM
15 GAL (B&B),7'-8' TALL t`NATURAL SOLID GRASS SOD WITH 3:1 SIDESLOPES
2'6" SPD SOIL_ @ 0•t GRADE
6" MIN.
SILT FENCE DETAIL DRAINAGE CHANNEL
/2" x 12" STRIP GARDEN NTS N.T.S.
HOSE PROTECTION
#5 BARS @ 12" O.C. HORIZONTAL
((� —CONTINUES, AND 18" O.C. VERTICAL
l( 2" TURN BUCKLE AND 7 STRAND
11 — /
GALV. WIRE TIGHTEN TO SECURE ~9
ESTABLISH FINISH ELEJATION
AND PLUMB TREE. W/PLAN GRADE
0
PLANT BALL-REMOVE ALL PROTECTIVE
�— COVERING, TWINE, ETC.
L
PLANTING MIXPJkE- s • 's ; i
1 PART SANG, 2 PART;
PEATMOSS AND 2 PARTS _ 3" EARTH MOUND TO FORM W
II
EXISTING TOPSOIL-BACKFILL -- SAUCER AROUND TREE Of
(STERILIZED) f EXT. GRADE L _
4' REINFORCED >
CONCRETE PAVEMEfN w
t L o =
X 4" MIN. COVER
14" COMPACTED SUBBASE— i��\����`%;�1, EXT. GRADE
3-2"x2" WOODED STAKES x 18'•+ HILLSIDE OR EQUAL
EQUALLY SPACED AND FIRMLY PLACED
IN GROUND W/MIN. EXPOSED TOP (95% STD. PROCTOR
COMPACTION)
APROVED BACKFILL— L ! <
PLANTING PIT TO BE 8" WIDER ON
ALL SIDES THAN PLANT BALL AND MATERIAL
12" DEEPER THAN BOTTOM OF BALL
95% STD. #5 BARS @ 12" O.C.
PROCTOR
COMPACTION BOTH DIRECTIONS
—
3 LBS 5-10-10 FERTILIZER MIXED 3'-4" MIN .
IN A 3" LAYER OF EXT. EARTH
TYPICAL .DETAILS
PROPi88IONAL umf RM RL'PUBLfc 1XV&STRIBS AkPMSAS
PLANTING am ®�° ""• 07-0"1 K•� _ NTSfwvnmmb.
G.-00-0,
NTS RETAINING WALL DETAIL
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N.T.S.
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