04-102466I
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BAGHAI. RESIDENCE
N A PORTION OF THE NW 1/4 OF THE SW 1/4 OF SEC. 10, TWPm 21 N., RGE. 3 - E., WvK5
Is, PIERCE ANDKING COUNTY, WASHINGTON
1 OR GREATER SLOPE TO EXTEND TO DAYLIGHT
4 2_5' MIN. 1.75 OR GREATER
0 no
00 NATURAL SOILS
ROCKERY
MIN. ROC
HEIGHT (H)
DIMENSION (B)'
IN FEET
IN FEET
0 SLOPE AS NECESSARY
02�, 0 0 0 FOR STABILITY DURING
000c>& CONSTRUCTION
0
X
< GRAVEL BACKFILL
m t a FOR WALLS
NON WOVEN GEOTDOLE FABRI
0 0
CD
FINISH GRADE (FG) 12' MIN.
I LL LOCATION MIN. 6`0- PERF. DRAIN PIPE
SL=O% TO -5% MAX t 0 0 0000 0 0 W/ SUITABLE OUTLET TO BE
0 INSTALLED MUST BE AS LOW
AS POSSIBLE AND NO HIGHER
THAN THE SUkRADE
NOTE:
ROCKERIES EXCEEDING 4! IN HEIGHT GRAVEL BACKFILL FOR DRAINS
(SEC. 9-03.12(4))
4- OR BETTE
1171 REQUIRE SEPARATE BUILDING PERMIF B 4�
FOUND PEBAP 6 CAP LACE.ROCK ON FIRM
UNDISTURBED SOILS
P
--LS. 19635 (12101)
0000 "_� ROCK WALL DETAIL OR CONCRETE BASE
66-75 NOT TO SCALE
47 -
AfRA JVDER LIN
E
N 84 �27177-;V-48.j
4,
APPRD� TE
12" C.P.P. 1E 5.30'
-20-
_20-
-10
___30
30
- _35
''1343 .7--TYPE-45-
9_ G[JriJD-
-AC lee
R
PR
VIDE -PO DRAINAGE TO
_j ��RePOED-�Al A-91
N
PTO 55 -
49 "--P VC -SD _P 17�017
X �>r
65
/<
F Ou AEJA 70
L.S.1 9
75 -
CB44 TYPE 45
RIM=71.10
V
Q 40 IE=69.60 GRADE TO DRAIN AWAY FROM'HOME.
I CB#2 -4 �PE A5
PROVIDE 6" STO M STUB FOR
Pm F%aln I t\ <52 M_jn�5 6rf-AIMIKM
El DRIVEWAY-------,,-
C1 '
PAVEMENT
En
-0-02 -0.02
/FT.
GRADE BREAK POINT
SEE NOTE 5
CROSS SECTION
1751m
1. DRIVEWAY WIDTH = 15' MINIMUM TO 25' MAXIMUM, OR 30' MAXIMUM
R THREE CAR GARAGE ON LOCAL ROAD.
2. DRIVEWAY PAVING = 2" MINIMUM COMPACTED DEPTH ASPHALT
CONCRETE, CLASS B, OVER 2" MINIMUM COMPACTED DEPTH CRUSHED
SURFACING TOP COURSE, OR 6" MINIMUM CEMENT CONCRETE.
3. STORM DRAINAGE FROM DRIVEWAY SHALL NOT BE PERMITTED' TO
DRAIN ONTO ROADWAY SURFACE, UNLESS ACCOUNTED FOR IN. DESIGN.
4. DRIVEWAY SHALL NORMALLY BE AT 90 DEGREES TO ROAD CENTERUNE,
BUT CAN VARY FROM 75 DEGREES TO 90 DEGREES.
5. RECOMMENDED MAXIMUM GRADES +/- 15% BEYOND GRADE BREAK
POINT. VERTICAL CURVES NOT TO EXCEED A 3 1/4 INCH CREST OR A 2
INCH SAG IN A 10 FOOT CHORD.
4'4 011 ill; ',Z=- J�a;
+.L I'll 1-1 t IE-7L%j4.%Jv I I I I � \ %1- 1) 1 1 1 WALL DRAIN PIPE OCKWALL'
Ij 7--
E AT&AOH r% SEE DETAIL/,'
4 6i GRADE TO PROVIDE POS111VE
D 1� DRAINAGE To CB#4
TIVE
GpdE TO PROVIDE POSI
38LF/b" �0�%- 1410 DRAINAGE TO PROPOSED YARD DRAIN.
6 6J.00
I Ln \ TW=82.40 ]CONNECTED To ROOF DRAIN SYSTEM.
10. 1 �W=8
TW=Rg 00
TF__0 I.;Ju
7 .11 1 MAIN FF1 m 73. W=71.5 BW=84.00
CB#1 ----TYPE I BAStOENT 316
/_rPROPOSED 6' HIGH BIDDER DESIGNED
W LID LID .6 y r RETAINNG�WALL I S 6 7 3.00' FENCE AROUND ENTIRE LIMITS OF
MM=59.00,- 11.00,
INJ P ITYPI) PROPOSED RETAINING WALL (TYP)
IE=50T BIDDrjf SIGN�
SD CB #2 59.90
Typ) FG=71.69 5' REAR AND SIDE YARD
=A71.00 WAW
PIM = 47.50
.... .... 3.00 1 1 SETBACKS (TYP)
1E N, 12 " CMP = 45.40' =89,25
- DCB #1 ...... 73.po
1E W, B" CONC = 45.52 S ........ 1 .5 FOUND BPASS MONUMENT IN
31LF*427-*-SD%@'-2 to �9 BW=
1E 5, 16 " CONC = 45.40' PIM = 48.25
....... ..... 73. CONCPETE WITH PUNCH. (12101)
........ ........ 70
NEW 12- SD IE=45.40 (E) -TE E, 8 CONC 45-70 265 A SSUMED)
F06 NG ELEVA TION 89.84'
V TW=84 50
. . . . . . 12 75`�
...... 'AN ROO n-RAINS
C #1
.......... BW=81.40
72. V
............. %%V. I
0
87.50
62.
EXISTING WATER METER 0.25
** ... . '�4 / X-4. tsvv=84.25
(TYP)
=6 5
SERVICE TO BE REUSED EXISTIN LEOTRiC-AL-*..AND` A B DER DESIGNP 2A!
TW=84.25
TELEP %S
.............. .... LING TYP 4 W=81 40
........... ......... 9-* TW=84.00 B
.......... ................
.REUSED ..... ........ ........... 9. 71 N
1B 6.901 1 FG=81.,60
PROPOSED YARD QRAIN
TW=85
Tw�= SEE DETAIL
. 4
..................... .
1 \@3.45 FG=84. 0
-.-SEP1]G-'-SYSTEM-%*V.*.
FG+ 0 TW= �.50
(TYP)
............
'D ' . I
......... 63.65 1 - -T . ..
FG= 3.00
CN TPL FN T #22, HUB TA CK
/ /I .- -4
61A 64.40 1 - ' * 1*� '1'� '' -.7 81.50
ELEVA T.TON 55.00' (ASSUMED) ....... ........
66.05
-73.00
so.
25' E�Nf YARD 4
S 4CK 62.1 9.3
..... r FOUND PEBAP & CAP
/�65.15 FG-
I L.5. 10708 (12101) -YARD DRAIN
5.00'
6515
V1
........ .10
62.9
Fu= 1.80
PROPOSED CEMENT ry
.50
_IA-1 RETAI�
WEDGE CURB(� ING WALL �RAIN* PIPE C
N 4
SEE DETAIL ....... 16 K36 \7 SH4 BE A MIN ILAUM 600
oo
TW=A
PERFORATE
51 D PIP((TYP)
4.4 FG=99.55
S CUT AND REM EXISTING ASPHALT ........ .5*..
........... 6 5
10.0ov v/
PA TPROVIDE OOTH TRANS11ION
R
63.95
AND HO R SEAL P POSED BID DESIGNED)
TYPI E.
6 .45 =69.90 G ENT C% ETE/ASPHALT
P 351. 05± 6 .50 FG=66.55 /PAVEMENT 9 IVEWAY
'(�S .4:
62. 0
Ar,.I_ PkPOSED B1 ER DESIGNED'
M 4 N
11141.14110.10 'WINSWAN11
N 172 9 N I
GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
1 inch = 20 ft.
1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES
NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN
(I.E. SIZE AND,LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS,
RETENTION FACILITIES, UTILITIES, ETC.).
2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION,
MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS
IHE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL
Co
6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE
APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR
CONTINUED FUNCTIONING.
7. ANY AREA STRIPPED OF VEGETATION, INCLUDING ROADWAY EMBANKMENTS,
WHERE NO FURTHER WORK IS ANTICIPATED OR A PERIOD OF 15 DAYS, SHALL
BE.IMMEDIATELY STABILIZED NTH THE APPROVED ESC METHODS (I.E. SEEDING,
MULCHING, NETTING, EROSION BLANKETS, ETC.)
8. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE
ATTENTION, SHALL BE ADDRESSED VATHIN 15 DAYS.
9.
MAINTAINED A MINIMUM.OF ONCE A MONTH OR WITHIN THE 48 HOURS
FOLLOWING A STORM EVENT.
11. STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS SHALL BE
INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE
DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO
INSURE THAT AH PAvEb AREAS ARE KEPT CLEAN FOR THE DURATION OF THE
PROJECT.
12. DURING THE TIME PERIOD OF NOVEMBER 1 THROUGH MARCH 31, ALL
PROJECT DISTURBED AREAS GREATER THAN 5,000 SQUARE FEET THAT ARE
LEFT UNWORKED FOR MORE THEN 12 HOURS, SHALL BE COVERED BY ONE OF
THE FOLLOWING COVER MEASURES- MULCH, SODDING, OR PLASTIC COVERING.
13. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY
SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL
MEASURES AND SHAH PROVIDE ADEQUATE STORAGE CAPACITY. IF THE
PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION OR
DISPERSION SYSTEM, THE FACILITY SHALL NOT BE USED AS A TEMPORARY
SETTLING BASIN, NO UNDERGROUND DETEN11ON TANKS OR VAULTS SHALL BE
USED AS A TEMPORARY SETTLING BASIV.
4. 1
GERMINATING GRASSES SHALL BE APPLIED AT AN APPROPRIATE RATE (I.E.,
ANNUAL OR PERENNIAL RYE APPLIED AT APPROXIMATELY 80 POUNDS PER
ACRE).
15. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED,
jT SHALL BE APPLIED AT A MINIMUM THICKNESS OF TWO INCHES.
16. MANAGEMENT PRACTICES PROVIDING SIGNIFICANT TREE PROTECTION
SHALL BE PROVIDED PER SECTION 22-1568 (C) (6) (A-G) OF FWCC.
CONTRACTOR NOTE
DRAINAGE NOTES 1. THE ROOF AND FOOTING DRAIN SYSTEMS SHALL BE TIGHTLINED TO THE
1. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO THE PROPOSED ROOF AND FOOTING DRAIN STUBS SHOWN ON THE PLANS. AT
PRECONSTRUC11ON MEETING. A MINIMUM THE ROOF DRAINS SHALL BE 6"0 @ 0.50% MINIMUM SLOPE.
PROVIDE CLEANOUTS ON ALL BENDS 45" OR GREATER.
2. ALL PIPE'AND APPUR0ANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION
IN ACCORDANCE NTH WSDOT 7-02.3(l). THIS.SHALL INCLUDE LEVELING AND COMPACTING
THE TRENCH BOTTOM, THE TOP- OF FOUNDA11ON MATERIAL, AND *REQUIRED PIPE BEDDING, 12"
TO A UNIFORM GRADE so J`HAT THE ENTIRE PIPE IS SUPPORTED BY A UNIFORMLY DENSE
UNY'IELDING BASE. CD
2
3. STEEL PIPE SHALL BE GALVANIZED AND HAVE ASPHALT TREATMENT #1 OR BETTER N OTE 1
INSIDE AND OUTSIDE.
Ile,
0 ........ ....
4. ALL DRAINAGE STRUCTURES� SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED
WITHIN A TRAVELED ROADWAY�OR SIDEWALK, SHALL HAVE SOLID LOCKING LIDS. ALL *2 ��11
DRAINAGE STRUCTURES ASSOCIATED NTH A PERMANENT RETENTION/DETENTION FACILITY Of
SHALL HAVE SOLID LOCKIN6 LIDS.
V,
5. ALL ' CATCH -BASIN GRATES SHALL CONFORM TO KCRS DRAWING NUMBERS 41, 46, 47, OR NOTEt 11 v IL-J, M, I
48. 1. RAISED POR11ON TO BE CEMENT CONCRETE PAVEME 0 2 2005'
6. ALL DRIVEWAY CULVERTS LOCATED WITHIN THE RIGHT OF WAY SHALL BE OF SUFFICIENT AND PLACED AS A PART OF THE DRIVEWAY PAVEMENT.
LENGTH TO PROVIDE A MINIMUM 11 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE
BOITOM OF THE DITCH. CULVERTS SHALL HAVE BEVELED END SECTIONS TO MATCH THE X_�
qMF _qI npF!; CEMENT C;'ONICAETE
=69.00
Lo
N.T.S.
.95
WHERE
IiETAINING (TYP)
SD CB If 3 VG 4.45 WENE CURB
7. ROCK FOR EROSION PROT�CTION OF DITCHES, CHANNELS AND SWALES,
PIN = 51.30' '6� X REQUIRED, MUST BE OF SOUND QUARRY ROCK, PLACED TO A DEPTH OF ONE FOOT AND
IE N, 16" CONC 57.10' 1 -67. 5 MUST MEET THE'FOLLOWING. SPECIFICATIONS: 4n-8" ROCK/407,-707, PASSING- 2"-4"
1E S;V, 18 CONC 57,15' TIGHTUNE R INING A
Designed: ENO
CONC 58. 00' DRAIN PIPE IN EXISTING ... FCUND* i3dASS NON, ENT IN ROCK/30%-40% PASSING; AND -21' ROCK/107o-20% PASSING. INSTALLATION SHALL BE IN
1E 5, 12
VE LA CITY OF FEDERAL WAY Drawn: ENO
CATCH BASIN =A. CUICRE�E WI TH PD, (12101) ACCORDANCE WITH� KCkS DRA%NG NUMBER 51 OR AS AMENDED BY THE APPRO D P NS. Checked: CAD
IE 5 '1" * y
RECYCLED ASPHALT OR CON0ETE RUBBLE SHALL NOT BE USED. PRECONSTRUCTION/INSPECTION
...... i FG=6 NOT& TEL, No. (253) 661-4131
NEW PIERCE COUNTY-DRIVEW Y APPROACH' % ...... 62. 0 Scale: 1" = 20'
6.4.*1A±-'.%%,. 1. NYLOPLAST DRAIN MAY BE SUBSTITUTED FOR AN EQUAL OR BETTER & STORM PIPE SHALL BE CORRUGATED DOUBLE -WALL, HIGH PENSITY POLYETHYLENE DRAIN Date: O�/21/04
NTH 3" x 12" ASPHALT PAVE NT WEDGE PERMIT NO.
3.08 F AASHTO M294 OR APPROVED EQUAL UNLESS
CURB APPROVED ALTERNATIVE. PIPE MEETING THE REQUIREMENT 0 Job No.: 02132
2 OTHERWISE SPECIRED.
SEE DETAIL
CALL 48 HOURS 3" x 12 4HALT PAUEN/ CITY OF FEDERAL WAY Sheet No.:
WEDGE CA (TYP) INLINE YARD DRAIN -INYLOPLASTI 91. ROOF DRAIN DOWNSPOUTS SHALL BE CONNECTED TO THE STORM SYSTEM WITH 6
BEFORE YOU DIG 3 N.T.S. TIGHTLINE @ 0.50% MINIMUM SLOPE. C2
APPROVED BY.
1-800-424-5555
DATE: 2 of 2 Shet�ts
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