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LEGAL DESCRIPTION
TOTAL PARCEL
BEGINNING AT THE NORTHEAST CORNER OF THE FOLLOWING DESCRIBED
PARCEL:
THE SOUTH 90 FEET OF THE NORTH 345 FEET OF THE WEST 645 FEET
OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION
19, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY,
WASHINGTON;
EXCEPT THE WEST 396 FEET THEREOF;
AND EXCEPT THAT PORTION THEREOF LYING WITHIN "K" STREET
SOUTHEAST (94TH AVENUE SOUTH).
THENCE SOUTH 00'20'23" WEST ALONG THE EAST LINE OF SAID PARCEL,
A DISTANCE OF 90.00 FEET TO THE SOUTHEAST CORNER THEREOF;
THENCE SOUTH 89`45'34" WEST ALONG THE SOUTH LINE OF SAID PARCEL,
A DISTANCE OF 247.90 FEET TO THE SOUTHWEST CORNER THEREOF;
THENCE NORTH 00'2742" EAST ALONG THE WEST LINE OF SAID PARCEL,
A DISTANCE OF 90.01 FEET TO THE NORTHWEST CORNER THEREOF;
THENCE NORTH 89`45'34" EAST ALONG THE NORTH LINE OF SAID PARCEL,
A DISTANCE OF 247.71 FEET TO THE POINT OF BEGINNING.
LOT
BEGINNING AT THE NORTHEAST CORNER OF THE WEST 90 FEET OF THE
FOLLOWING DESCRIBED PARCEL:
THE SOUTH 90 FEET OF THE NORTH 345 FEET OF THE WEST 645 FEET
OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION .
19, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY,
WASHINGTON;
EXCEPT THE WEST 396 FEET THEREOF;
AND EXCEPT THAT PORTION THEREOF LYING WITHIN "K" STREET
SOUTHEAST (94TH AVENUE SOUTH).
THENCE SOUTH 00°27'42" WEST ALONG THE EAST LINE OF SAID WEST 90
FEET OF SAID PARCEL, A DISTANCE OF 90.01 FEET TO THE SOUTHEAST
CORNER THEREOF;
THENCE SOUTH 89`4534" WEST ALONG THE SOUTH LINE OF SAID PARCEL,
A DISTANCE OF 90.01 FEET TO THE SOUTHWEST CORNER THEREOF;
THENCE NORTH 00'27'42" EAST ALONG THE WEST LINE OF SAID PARCEL,
A DISTANCE OF 90.01 FEET TO THE NORTHWEST CORNER THEREOF;
THENCE NORTH 89"45'34" EAST ALONG THE NORTH LINE OF SAID PARCEL,
A DISTANCE OF 90.01 FEET TO THE POINT OF BEGINNING.
LOT 2
BEGINNING AT THE NORTHEAST CORNER OF THE FOLLOWING DESCRIBED
PARCEL:
THE SOUTH 90 FEET OF THE NORTH 345 FEET OF THE WEST 645 FEET
OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION
19, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY,
WASHINGTON;
EXCEPT THE WEST 396 FEET THEREOF;
AND EXCEPT THAT PORTION THEREOF LYING WITHIN "K" STREET
SOUTHEAST (94TH AVENUE SOUTH).
THENCE SOUTH 00'20'23" WEST ALONG THE EAST LINE OF SAID PARCEL,
A DISTANCE OF 90.00 FEET TO THE SOUTHEAST CORNER THEREOF;
THENCE SOUTH 89"45'34" WEST ALONG THE SOUTH LINE OF SAID PARCEL,
A DISTANCE OF 157.89 FEET TO THE EAST LINE OF THE WEST 90 FEET
THEREOF;
THENCE NORTH 00'27'42" EAST ALONG SAID EAST LINE, A DISTANCE OF
90.01 FEET TO THE NORTH LINE OF SAID PARCEL;
THENCE NORTH 89'45'34" EAST ALONG THE NORTH LINE OF SAID PARCEL,
A DISTANCE OF 157.70 FEET TO THE POINT OF BEGINNING.
BEGINNING AT THE NORTHEAST CORNER OF THE SOUTH 2O.00 FEET OF
THE FOLLOWING DESCRIBED PARCEL:
THE SOUTH 90 FEET OF THE NORTH 345 FEET OF THE WEST 645 FEET
OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION
19, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY,
WASHINGTON;
EXCEPT THE WEST 486 FEET THEREOF;
AND EXCEPT THAT PORTION THEREOF LYING WITHIN "K" STREET
SOUTHEAST (94TH AVENUE SOUTH).
THENCE SOUTH 00"20'23" WEST ALONG THE EAST LINE OF SAID PARCEL,
A DISTANCE OF 20.00 FEET TO THE SOUTHEAST CORNER THEREOF;
THENCE SOUTH 89'45'34" WEST ALONG THE SOUTH LINE OF SAID PARCEL,
A DISTANCE OF 157.89 FEET TO THE EAST LINE OF THE WEST 90 FEET
THEREOF;
THENCE NORTH 00°27'42" EAST ALONG SAID EAST LINE, A DISTANCE OF
20.00 FEET TO THE NORTH LINE OF THE SOUTH 2O.00 FEET OF SAID
PARCEL;
THENCE NORTH 89'4534" EAST ALONG SAID NORTH LINE, A DISTANCE OF
157.85 FEET TO THE POINT OF BEGINNING.
BENCHMARK
BM 20—R IN POWER POLE AT THE SOUTH SIDE OF 21 ST
STREET SE AT "H" STREET SE POLE #802
DATUM: CITY OF AUBURN NGVD 29 VERT.
ELEVATION: 110.92
F -7 F -7
SH- 0--R- 7 Pl--JJA 7
TOM TURNER
1805 TA COMA PT., DR. E
S UMNERY WA 98390
PHONE NO. (253) 927-2079
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22nd
ST
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22nd
ST SE
23rd PLC
2
23rd (nw
ST
SE
23rd
ST
SE
SITE
24th ST
SE
25th
ST
SE
25th
ST V) SE
26th S
SE
a
26th
ST SE
27th
ST SE
L N
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=28th
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29th
—�
ST
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SE
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VICINITY MAP
SCALE: 1 " = 1000'
RECORD
• r DRAWNG
• •
THESE DRkWiNGS CONFORM TO THE
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BY:
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:/
r �
• r BY
FAC No. 00-0013
PROJECT REF:
BLD No. 00-0128
THESE PLANS ARE "APPROVED" FOR
CONFORMANCE WITH THE CITY OF
AUBURN'S ENGINEERING DIVISION
REQUIREMENTS. 7/t4�vo
APPROVED BY:
DATE APPROVED: "7 hLZlnr,
TABLE OF CONTENTS
SHEET NO.
1 OF 3
2 OF 3
3 OF 3
SITE ADDRESS
TITLE
COVER SHEET
CONSTRUCTION PLAN
NOTES do DETAILS
2141 "K" STREET S.E., AUBURN, WA
PARCEL NUMBER
192105-9229
THOMAS J. TURNER
1805 TACOMA PT. DR. E
SUMNER, WA 98390
PHONE: (253) 927-2079
CONTACT PERSON
THOMAS J. TURNER
•
k' 1
01010
00016I0
r. t rr\"
LO
00
EX. 6'
CHAIN LINK
FENCE
+T•
INFILTRATION TRENCH
(SEE
DETAIL SHT. 3)
Z
T
P�2 c,fy
SUMP WITH TEE
(SEE
DETAIL SHT. 3)`
RIM = 113.50
4
I . E . = 111.50
0
0
0
_r,
m
z
0
m
GRAPHIC SCALE
20 10 20 40
( IN FEET )
I inch = 20 ft.
Mb
STA. 1 +89.85, 72.38' RT.
<<rL HtNC—BR7kttd
CLEARING Aa niv (SEE DETAIL SHT 3)
ZCLEARIN
+ LIMITS
i
FA
F_
z
m
z_
m
�JLL LjL_ i rm_ JI 1 1.
GR.EL. = 113.10
J,
I.E. = 109.50
NOTE: A SEPARATE SIDE
SEWER PERMIT IS REQUIRED-
L.P. ELEV
= 114.45
L.P. STA =
1 +50.85
PVI STA
= 1+50
PVI ELEV =
114.37
A.D.
2.12
K = 114.15
�i 30.00'
VC
�=-
W
J
j
I !-
0
HOUSE
EL.=115.40
GARAGE
'6" 0 C.O.
y 2�74- LF
V-DITCH 0.5' DEEP MIN.
PV 6�C
W% 3:1 SIDE SLOPES @ Z ':Yg %
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u7 L0
Lii
U U
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5
13mr,Xwel
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I
CONNECT TO NEW HOU
LF 6- PVC 0 1.007.
EX. GROUND
PROPOSED GRADE
PROPOSED GRADE
EX. GROUND
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3-1
U-
EX. SSMH No. 1010E 37 -
RW = 115.47 I
I.E. CNTR. CH. = 109.57
NEW I.E. IN = 1094767
ADJUST RIM TO MATCH
NEW PAVEMENT
CORE DRILL AND USE
CORE-N-SEAL BOOT,
WITH PIPE.
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-0-
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i1�y-
.0. W.
_j
zEll
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&4 Qf
__J ��
7 4
o PROVIDE THICKENED
�+ EDGE AC PVMT.
(SEE SECTION SHT. 3)
,RAVEL D 1VE EX. SSMH No. 1010-37
RIM = 115.47 0
IE CNTR CH = 109-57
NEW I.E.=109.67 El
ADJUST RIM TO MATCH
NEW PAVEMENT W —
I CORE DRILL AND USE
CORE-N-SEAL BOOT, 0
WITH PIPE.
FBI. EX. 16" WATERMAIN ,
iwzell
5'
EX. 8"
110
DATUM ILE'V
105.00
r�i 00 p ¢ L a) Ln � LO
N-) LO Ln L[j
2+00 DRIVEWAY PROFILE 1 +00 0+00
Jl HLL. 1" — 20 HORIL.
1 = 2 VER 1.
EXISTING
CHAIN LINK FENCE
SPLIT RAIL FENCE
WOOD FENCE
CATCH BASIN
WATER VALVE
FIRE HYDRANT
WATER METER
SANITARY MAN HOLE
MAIL BOX
SI GN
UTILITY POLE
GUY ANCHOR
TV RISER
TELEPHONE RISER
WATER MAIN
GAS METER
APPROX. EARTHWORK QUANTITIES
CUT: 122 cu.yd.
FILL: 160 cu.yd.
TOTAI FII L: 38 cu.yd.
PROPOSED
• C.O.
ROOF DRAIN
NEW PAVEMENT
NOTES:
1�
TO BE REMOVED.
RELOCATE WATER METER.
I Q3
EX. TELEPHONE RISER TO BE RELOCATED TO BACK
OF SIDEWALK
BY TELEPHONE CO.
{4
NEW 3/4" WATER METER & 1"0 SERVICE LINE PER
CITY OF AUBURN STD. DTL. WASM-1.
5
BUILDING FOOTPRINT CONCEPTUAL ONLY.
®
PROVIDE CONTINUOUS ACCESS TO LOTS AFFECTED
BY CONSTRUCTION.
RESIDENTIAL DRIVEWAY PER CITY OF AUBURN STD.
DTL. STDW-18 & STDW-3.
Q
SIDEWALK PER CITY OF AUBURN STD, DTL. STSW-2.
9
SANITARY SEWER CROSSING OVER STORM:
SANITARY SEWER I.E.= 110.76
STORM DRAIN CROWN= 110.13
PAVEMENT ALONG ENTIRE PROPERTY FRONTAGE TO
BE REPLACED PER PAVEMENT
SECTION ON SHT. 3. EX. PAVEMENT SHALL BE SAWCUT AND DISPOSED OF BY
CONTRACTOR IN AN ACCEPTABLE LOCATION.
120
DATUM ELEV
110.00
co
ram;
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z
LY
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a
Q
a SILT
HOUSE
EL.=115.40
i
SILT FENCE
PROFILE E—E
SCALE: 1 " = 20' HORIZ.
1" = 2' VERT.
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U ! J QW � ._.,l._.!l Q
z1LL PROPOSED
FLOW LINE 090
0.5%
i � I
EX. GROUND
i
I
i
EX. GROUND
PROPOSED FLOWLINE WEST SIDE OF �TREET)
DATUM ,ELEV I
110 00 110
120
EX. GROUND
0 It
Ln 6 �, L6 LO �I u7 `n� ui
10+00
T_
10+79.81
W STREET SE
SCALE: 1" = 20' HORIZ.
1 " = 2' VER T.
FAC No. UU-UU13 Bi_U No. UU-U1 Zb
PROJECT REF:
THESE PLANS ARE "APPROVED" FOR
CONFORMANCE WITH THE CITY OF
AUBURN'S ENGINEERING DIVISION dI
REQUIREMENTS. *7/14/o0
APPROVED BY: L4'v'�
DATE APPROVED: '7�f jf�ptJ
RECORD DRAWING CERTIFICATION
THESE DRAWINGS CONFORM TO THE
CONTRAC 'S NSTRUCTION RECORDS.
BY: Q DATE• 1
TITLE/POSITION. `'',i.,,�p.�_
CONFIRMED BY CITY " "TE:
Dl4
oo 0161
ul
00
GENERAL NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE
CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS.
2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE
RULES AND REGULATIONS OF THE "WASHINGTON STATE
DEPARTMENT OF TRANSPORTATION (WSDOT/APWA) STANDARD
SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL
CONSTRUCTION" LATEST EDITION, EXCEPT WHERE SUPPLEMENTED
OR MODIFIED BY THE CITY OF AUBURN STANDARD DETAILS AND
DEVELOPMENT PROJECT SPECIFICATIONS.
3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF CITY
OF AUBURN STANDARD CONSTRUCTION NOTES, DETAILS AND
SPECIFICATIONS AVAILABLE AT THE JOB SITE ALONG WITH A
COPY OF THE APPROVED DEVELOPMENT PLANS.
4. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR
TO ANY ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION
PROJECTS.
5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE
APPROXIMATE. IDENTIFICATION, LOCATION MARKING AND
RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES IS
GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED
CODE OF WASHINGTON. PRIOR TO STARTING CONSTRUCTION, THE
CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR
UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER,
GAS, POWER, TELEPHONE AND TELEVISION).
6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD
ELECTRICAL LINES ARE NOT SHOWN ON THE DRAWINGS. THE
CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT
OF ANY HAZARD CREATED BY OVERHEAD ELECTRICAL POWER IN
ALL AREAS AND SHALL FOLLOW PROCEDURES DURING
CONSTRUCTION AS REQUIRED BY LAW AND REGULATION.
7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY
OF THE TRAVELING PUBLIC ON THIS PROJECT SHALL BE THE
SOLE RESPONSIBILITY OF THE CONTRACTOR AND ALL METHODS
AND EQUIPMENT USED WILL BE SUBJECT TO THE APPROVAL OF
THE CITY OF AUBURN. CONTRACTORS AND THEIR SURETY
SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS
AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS
OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM.
EROSION CONTROL NOTES:
A. WITHIN THE CITY OF AUBURN, ALL REQUIRED RETENTION OR
DETENTION, SEDIMENTATION AND EROSION CONTROL FACILITIES
MUST BE CONSTRUCTED AND IN OPERATION, PRIOR TO LAND
CLEARING AND/OR OTHER CONSTRUCTION ACTIVITIES, TO
INSURE THAT SEDIMENT -LADEN WATER AND STORM DRAINAGE
RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES OR THE
NATURAL DRAINAGE WAYS.
B. THE DETENTION, SEDIMENTATION (RETENTION IF INFILTRATION
SYSTEM IS USED) AND EROSION CONTROL FACILITIES DEPICTED
ON THE APPROVED DRAWINGS ARE INTENDED TO BE MINIMUM
REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS.
ADDITIONAL DRAINAGE AND EROSION CONTROL FACILITIES MAY
BE REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION.
THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND
ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE
RESPONSITILITY OF THE PERMITTEE.
C. THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS
USED) CONTROL POND SHALL REMAIN IN PLACE UNTIL THE
PERMANENT STORM SYSTEM IS IN PLACE AND OPERATIONAL.
D. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING
ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL
FINAL SITE CONSTRUCTION IS COMPLETED AND APPROVAL HAS
BEEN RECEIVED FROM THE CITY.
E. ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE THE
POTENTIAL FOR EROSION AND SEDIMENTATION IMPACTS ON
ADJACENT PROPERTY AND DRAINAGE WAYS MUST BE
STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE;
FROM APRIL 1 TO SEPTEMBER 30, AREAS AT FINAL GRADE AND
THOSE WHICH ARE SCHEDULED TO REMAIN UNWORKED FOR
MORE THAN 30 DAYS, SHALL BE STABILIZED WITHIN 10 DAYS.
FROM OCTOBER 1 TO MARCH 31, EARTHWORK ACTIVITIES SHALL
BE CONDUCTED IN STAGES IN ORDER TO MINIMIZE SOIL
EXPOSURE. EXPOSED SOILS WITH AN AREA GREATER THAN
5,000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN
UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS
OF LESS THAN 5,000 SQUARE FEEET THAT WILL REMAIN
UNWORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED
IMMEDIATELY.
CONSTRUCTION SEQUENCE:
1. ATTEND PRECONSTRUCTION MEETING. TIME LIMIT FOR WORK
WITHIN R.O.W. SHALL BE ESTABLISHED DURING MEETING.
2. ESTABLISH CLEARING AND GRADING LIMITS AND INSTALL SILT
FENCE AND CONSTRUCTION ENTRANCE AS SHOWN ON THE
PLAN.
3. COMMENCE CLEARING AND GRADING.
4. INSTALL UTILITIES AND STORM DRAINAGE SYSTEM, DO NOT
CONSTRUCT PERMANENT INFILTRATION FACILITIES AT THIS TIME.
5. PROVIDE CATCH BASIN PROTECTION FOR NEW CATCH BASINS,
SUMP AND INLINE DRAINS.
6. HYDROSEED AND MULCH EXPOSED AREAS.
7. UPON SITE STABILIZATION CONSTRUCT PERMANENT
INFILTRATION FACILITIES PER DETAIL.
8. REMOVE EROSION AND SEDIMENTATION CONTROL MEASURES
AND CLEAN CONSTRUCTION AND AFFECTED AREAS UPON FINAL
SITE STABILIZATION AS APPROVED BY CITY OF AUBURN
OFFICIAL.
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O
\�-2" CLASS "B" ASPHALT CONCRETE
�4" CRUSHED ROCK 5/8" MINUS
4" CLASS A PIT RUN GRAVEL
TYPE A CURB & GUTTER
NOTE: THIS STREET SECTION MATCHES EXISTING STREET
SECTION TO THE SOUTH OF THIS PROPERTY
"K" STREET SE SECTION A -A
N. T.S.
INUNE DRAIN
6' PRIVATE 10" x 8" ADS N-1,
DRAINAGE ESMi . 2710AG8N
W/ PERFORATED
LOCKING GRATE
12' 1' 5.6'
SLOPE
BIOSWALE
(SEE GRASS SEED MIX BELOW)
i 64% OF 2-YR. STORM
2" CLASS "B" ASPHALT CONCRETE-
2" COMPACTED DEPTH -
CRUSHED SURFACING TOP COURSE
2" COMPACTED DEPTH -
CRUSHED SURFACING BASE COURSE
GRAVEL MAY BE REQUIRED -
GRASS SEED MIX
0.20 - 2'
O
INFILTRATION BED
(SEE DETAIL)
75 -80 PERCENT TAIL OR MEADOW FESCUE
10 - 15 PERCENT SEASIDE/COLONIAL BENTGRASS
5 - 10 PERCENT REDTOP
NOTE: ALL PERCENTAGE ARE BY WEIGHT
* BASED ON BRIARGREEN, INC.
ROADWAY SECTION B-B
N.T.S.
rD__�i
3 .
----------------------------------------------- --- --- ------
iiirrrImiiiiii mn s
8" SLOTTED ADS N-12
CB TYPE I LEVEL @ 109.39
777
W/ TEE & GRATE INFILTRATION BED ADS C.O.
(SEE DETAIL THIS SHT.) (SEE DETAIL THIS SHT.)
GR. EL = l!z3.-582
-��.9y cu �yq_l
1.E. = 499.z-9 /09•ys•
,DELL rC.o
8" ADS N-12 SILID @-€.9��
PLAN
Z�L�Lz-rw Pce C►fy SCALE: 1" = 10'
lE
lAln, 1��3L?�lA,la.
(SEE DETAIL THIS SHT.) WRAP ENTIRELY W/ FILTER FABRIC 12
GR. EL. = 113.10
I.E. = 109.50 MATERIAL MIFARI 140 OR EQUAL (TYP.)
24
8" SLOTTED ADS N12
WASHED ROCK LEVEL @ 109.39
1 1 /2" - 3/4"
f ri
1.5'
s'
SECTION C-C
N.T.S.
8" SLOTTED ADS N12
LEVEL @ 109.39
WASHED ROCK
1 1 /2" - 3/4"
WRAP ENTIRELY W/ FILTER FABRIC
MATERIAL MIFARI 140 OR EQUAL (TYP.)
df - s-
CB TYPE I
W/ TEE & GRATE
GR. EL =+-� 112. 9q
I.E. _ 4-6,:49 roq. Ys
SECTION D-D
N.T.S.
INFILTRATION BED
N.T.S.
ADS C.O:
RECORD DRAWING CERTIFICATION
THESE DRAWINGS CONFORM TO THE
CONTRAC 'S CONSTRUCTION RECORDS.
BY: , DATEZA
TITLE/POSITIO '
CONFIRMED BY CITY DATE:
FAC No. 00-0013
BLD No. 00-0128
PROJECT REF:
THESE PLANS ARE "APPROVED" FOR
CONFORMANCE WITH THE CITY OF CNAw-,
AUBURN'S ENGINEERING DIVISION
REQUIREMENTS.
APPROVED BY:
DATE APPROVED: '7 %J �B D
8" ADS N-12 F
8" ADS N-
I.E.=
INLINE DRAIN RETAIL
N.T.S.
SUMP W/ TEE
20' S' MIN PART No, 1530-AC
AND PART No, 1536-AD
FIL--- rnnMTr
COMPACTED BACKFILL
6" FLEXIBLE
PERFORATED PIPE
WASHED ROCK
1 1/2"-3/4°
SEC I lIJIN "
INFILTRATION TRENCH
N. T. S.
EE FLAN
:R'S SPECS.
PI`" 03 ej 3o�3
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