HomeMy WebLinkAboutZ-4484-B-1 Map 44" CONCRETE PAVEMENT
-- 8' 3 2 w/6"x6" x 10 go REINFORCING STEEL
NATIVE STONES EMBEDDED INTO 4 6"
--2'2' APRON 4" (t)
R EQUAL
PROTRUDES MAX. 6" ABOVE FLOOR 12" �� 4 r `
OF APRON-MAXIMUM 4" SPACE 4 tk t•
BETWEEN EMBEDMENT NOTES:
/
1. CONTRACTOR TO ESTABLISH POSITIVE DRAINAGE FROM SURFACE AREA.HILLSIDE COMPACTED SUBBASE
POINT OF
OFLOW 4 3. 6" COONCRETEEPAOMEET VEMENT RO00 psi EQUIRED ATTMPRESSIVE ENTRA CESTFROMTH AT PUBLICS DAYS. (9C�MPACT00 DOCTOR Ali' '111 II
S %
DISCHARGE N ROADWAY TO PROPERTY BOUNDARY.
NOTE: IT IS RECOMMENDED THAT THE SERVICES OF A GEOTECHNICAL
ENGINEER IS OBTAINED TO VERIFY SOIL CONDITIONS AND SPECIFIC
\� SITE REQUIREMENTS.
10'± RIP-RAPPED SLOPE -9" WALL
-- -�' FLUME-� BELL OR
10" THICK FILL PLACEMENT SPIGOT AS
W/GEOTECHNICAL FABRIC REQUIRED PAVED
SURFACE COMMERCIAL DRIVEWAY APPROACH
BACKING 6" TYPICAL AND
TOE WALL CONSTRUCTED CURB
AT OUTLET END ONLY HEAVY DUTY CONCRETE PAVING
3' TAPERED END
6 L O A.H.T.D. - ES
i DIAMETER
i 4" CONCRETE AND
4" SB-2 BASE COURSE 4" CONCRETE AND 4" SB-2 BASE
EXISTING AHTD ASPHALTIC ROADWAY
WALL 4" REINFORCED SECTION (SURFACE, BINDER AND
PLUS 6"CONCRETE
� 1 BASE) SAW CUT STRAIGHT AT
r , ROUNDING PAVEMENT ROUNDING EP - REPAIR ALL DAMAGED
COMPACTED " ` 3/8" 3/8" EDGES WITH FULL DEPTH
BACKFILL
LAYER OF GROUT o t
CONCRETE FILL.
BETWEEN SECTIONill I
AND TOE WALL
CURB CUT WzIFLUME & RIPRAP PRE-CAST FLARED END SECTION
N.T.. w APRON DETAIL SUBBAOSEPACTED HILLSIIDE
N.T.S. OR EQUAL
MODIFIED CURB & G UI,T E'ER -MOUNTABLE ISLAND
GEOTEXTILE
ATTACHED
TO POST
�z4 ,rl
Id9
WOOD POST
I AL1-.� 031tl0_Gb 31f1NIW OR STARE
NOISSI O JNINNVId 3H1 NI G31ON SV GEOTEXTILE ANCHOR
SNOWON003H101103I`GnS'T3F\OHddV TRENCH BACKFILLED WITH
NOISSIWW00 ONINNVId NOOU 311111 TAMPED NATURAL SOIL
\/ / ��
p1RErT�o- NOF / ��/
F�ow t is ��AA�%�iA. 3
RUNG ter_ I 4' WIDE
STr_r_ 6" MAX 6" MIN _
CvMMON REDBuu- /\ %! FLAT BOTTOM
QUANTITY - 18 CERCIS CANADENSIS\� ��� -
WASHNGTON HAWTHORN \ DRAINAGE CHANNEL
CRAT4EGUS PHAENOPYRAM ,
15 GAL (B&B),7'-8' TALL NATURAL SOLID GRASS SOD WITH 3:1 SIDESLQPES
2'6'• SPD. S01L @ 0't GRADE
6 MIN.
SILT FENCE DETAIL DRAINAGE CHANNEL
N.T.S.
/2" x 12" STRIP GARDEN NTS
HOSE PROTECTION
#5 BARS @ 12" O.C. HORIZONTAL
-CONTINUES, AND 18" G.C. VERTICAL
2" TURN BUCKLE AND 7 STRAND
GALV. WIRE TIGHTEN TO SECURE
ESTABLISH FINISH ELEVATION
AND PLUMB TREE. W/PLAN GRADE
BA1c MUU_hi i:H.F'S -- -
PLANT BALL-REMOVE ALL PROTECTIVE 1
PLANTING MIXTUkL COVERING, TWINE, ETC. ;� •ti cLn
1 PART SAND, 2 PART`, �' LJ
PEATMOSS AND 2 PARTS 3" EARTH MOUND TO FORM • •_ II
SAUCER AROUND TREE <
EXISTING TOPSOIL—BACH FILL ------ `
(STERILIZED) / EXT. GRADE / ` L> _
4" F�EINFORCED
CONCRETE PAVEMENT /� `' �, <• � w
f
C, T_
^� X ��vER
4" MIN. ��
- V14" '.OMPACTED SUBBASE— i��\ %i%i� EXT. GRADE
3-2"x2" WOODED STAKES x 18"+ HILLSIDE OR EQUAL
EQUALLY SPACED AND FIRMLY PLACED
IN GROUND W/MIN. EXPOSED TOP (gS% STD. PROCTOR
COMPACTION) •
°i '1 • LCL CU
PLANTING PIT TO BE 8" WIDER ON APPROVED BACKFILL-
ALL SIDES THAN PLANT BALL AND MATERIAL
12" DEEPER THAN BOTTOM OF BALL
95% STD. #5 BARS @ 12" G.C.
PROCTOR
COMPACTION BOTH DIRECTIONS
-
3 LBS 5-10-10 FERTILIZER MIXED 3'-4 MIN.
IN A 3" LAYER OF EXT. EARTH
TYPICAL I�L�'TAIL.S'
PROPi88lONAL ume ROCK R�PUBLlC lNOUSTRl�'S ,w SAS
PLANTI
NG DETAIL-TREES
CO K' vu 1 _ .* MAX, NTS.
T.S. RETAINING WALL DETAIL Ae" SURtTYWC - v«V. Prw/JTS
N.T.S.
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as r Orr wr.sfw,Y.l-.aa. r.4m.>�s-+xn 07110+: MLIf or tARRGS
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