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ACTI'VITY OCCURS, A�PR~'�"
'|WUST ""`"^
-'--- �' '
FACILITIES SHALLMEETING
BE HE TH THE CITY OF
HELD
HAVE ASPHALT ENT #1 OR BETTER INSIDE
\ \ \ \ __�
RENTOW DEVELOPMENT SERVICES DIVISION, PLAN
AND OUTSIDE.
REVIEW PROJECT MANAGER.
11, STRUCTURES SHALL NOT BE PERMITTED
\
2. ALL CONSTRUCTION SHALL BE IN
WITHIN 10 FEET OF THE SPRING LINE OF ANY
\zRAt^H1k^ SCALE
ACCORDANCE WITH THE LATEST EDITION OF THE
STORM DRAINAGE P|PE, OR 15 FEET FROM THE
"STANDARD SPECIFICATIONS FOR ROAO, BRIDGE
TOP OF ANY CHANNEL BANK.
AND MUNICIPAL CONSTRUCT|0N^ PREPARED BY
VY.S.D.O.T.. AND THE AMER|CAN PUBLIC WORKS
12 ALL CATCH BASIN GRATES SHALL �E
'
^n
ASSOCIATION (APVVA). AS AMENDED BY THE CITY
DEPRESSED O1O FEET BELOW PAVEMENT LEVEL
' '
OF RENTON
` IN FEET
'
13. OPEN CUT ROAD CROSSINGS THROUGH
1 inch 20 ft.
� THE STORM DRAINAGE SYSTEM SHALL �E
EXISTING PUBLIC RIGHT—OF—WAY WILL NOT BE
/
'
CONSTRUCTED ACCORDING TO THE APPROVED
ALLOWED UNLESS SPECIFICALLY APPROVED BY
W \
PLANS WHICH ARE ON FILE WITH THE CITY OF
CITY OF RENTON'
/
*Ew|um. ANY oEv/A||um FROM THE *����VE�
14' ROCK FOR EROSION PROTECTION OF
PLANS WILL REQUIRE WRITTEN APPROVAL FROM
DITCHES, WHERE REQUIRED, SHALL BE
u
uvROADS|DE
'
THE CITY OF RENTON DEVELOPMENT SERVICES
OF SOUND QUARRY ROCK PLACED TO A DEPTH
O|V|S|DN
'
OF 1 FOOT AND MUST MEET THE FOLLOWING
� \ \
4. A COPY OF THESE APPROVED PLANS MUST
SPECIFICATIONS: 4"-8"/40%-70% PASSING;
BE ON THE JOB SITE WHENEVER CONSTRUCTION
2"-4" RDCK/30%-40% PASSING; AND -2"
'
IS IN PROGRESS.
ROCK/10%-20%PASS|NG.
1. ACTUAL GNMENT OF AT GRADE HDPE PIPE TO BE FIELD ~-DISSIPATER,
'AT PIPE
5. DATUM SHALL BE U.S.G'S. UNLESS OTHERWISE
15. ALL BU|U}|NQ DOWNSPOUTS AND FOOTINGTH
APPROVED BY CITY OF RENTON. REFERENCE
DRAINS SHALL BE CONNECTED TO THE STORM
2. AT GRADE PIPE MAY BE SUPPORTED/ANCHOREDTREES
17 WITH INUS QUARRY SPALLS
BENCHMARK AND ELEVATION ARE NOTED ON THE
DRAINAGE SYSTEM, UNLESS APPROVED BY THE
AS FEASIBLE AND WITH APPROVAL OF ENGINEER. PIPE
"JiLLED,
DETAIL, BELOW
PLANS.
DEVELOPMENT SERVICES DIVISION. AN
ANCHORS MAY BE DELETEDF TREES RN E LATERAL
ACCURATELY DIMENSIONED CERTIFIED AS -BUILT
SUPPORT.
8. ALL SED|MEN TAT|ON/EROS|0N FACILITIES MUST
DRAWING OF THIS DRAINAGE SYSTEM SUBMITTED
'
PIPE ANCHOR
BE IN OPERATION PRIOR TO CLEARING AND
TO THE CITY OF RENTON UPON COMPLETION.
3. ALL HDPE PIPE TO BE BOR 26.
BUILDING C0N8TRUCT|0N, AND THEY MUST BE
'
SATISFACTORILY MAINTAINED UNTIL
16. ISSUANCE OF THE BUILDING OR
4. STRIP DRAINS AND FITTINGS TO BE ACODRAIN III XHD 475 -'
CONSTRUCTION IS COMPLETED AND THE
CONSTRUCTION PERMIT BYTHE CITY OF RENTON
CHANNEL OR APPROVED EQUIVALENT.
POTENTIAL FOR ON -SITE EROSION HAS PASSED.
DOES NOT RELIEVE THE OWNER OF THE
CONTINUING LEGAL OBLIGATION AND/OR LIABILITY
5. SHADING INDICATES SLOPES GREATER THAN DR EQUAL TO
-- -- ------- -- -- ������
7. ALL RETENTION/DETENTION FACILITIES MUST
CONNECTED WITH STORM SURFACE WATER
4O� AND WITH GREATER THAN 1�' |N ELEVATION CHANGE.
'
BE INSTALLED AND IN OPERATION PRIOR TO OR
DISPOSITION. FURTHER` THE CITY OF RENTON
IN CONJUNCTION WITH ALL CONSTRUCTION
DOES NOT ACCEPT ANY OBLIGATION FOR THE
61
ACTIVITY UNLESS OTHERWISE APPROVED BY THE
PROPER FUNCTIONING AND MAINTENANCE OF THE
DEVELOPMENT SERVICES O|NS|0N.
SYSTEM pR0\4DEO DURING
| |
CONSTRUCTION.R-GASK
8. GRASS SEED WAY BE APPLIED BY
2 iNo
HYDROSEED|NQ. THE GRASS SEED M|X7DRE,
17. THE CONTRACTOR SHALL BE RESPONSIBLE
5
OTHER THAN CITY OF RENTON APPROVED
FOR PROVIDING ADEQUATE SAFEGUARO, SAFETY
op
%_9�~�_____�
STANDARD M|XES, SHALL BE SUBMITTED BY A
DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS AND
.
LANDSCAPE ARCHITECT AND APPROVED BY THE
ANY OTHER NEEDED ACTIONS TO PROTECT THE
DEVELOPMENT SERVICES DIVISION.L|FE.
HEALTH AND �AFETY OF THE PUBL|�. AND
TO PROTECT PROPERTY IN CONNECTION WITH THE
PERFORMANCE OF WORK COVERED BY THE
Q. ALL PIPE AND APPURTENANCES SHALL BE
CONTRACT. ANY WORK WITHIN THE TRAVELED
0-
LAID ON A PROPERLY PREPARED FOUNDATION IN
RIGHT—OF—WAY THAT WAY INTERRUPT NORMAL
'
ACCORDANCE WITH SECTION 7-02.3( ) OF THE
S'
�|
S9
CURRENT STATE OF WASH|N0TON STANDARD
TRAFFIC FLOW SHALL REQUIRE AN APPROVED
TRAFFIC CONTROL PLAN BY THE
--P-1
SPECIFICATION FOR ROAD AND BRIDGE
CONSTRUCTION. THIS SHALL INCLUDE
TRANSPORTATION Q|N�|ON ALL SECTIONS OF
'
NECESSARY LEVELING OF THE TRENCH BOTTOM
THE VKS'O'O' T STANDARD SPECIFICATIONS�9
THE TOP OF THE FOUNDATION MATERIAL AS
1-O7-23' TRAFFIC CONTROL, SHALL APPLY.
JL
WELL AS PLACEMENT AND COMPACTION OF
BEDDING MATERIAL TO UNIFORM GRADE
18' SPECIAL DRAINAGE MEASURES WILL �EREOU|RED
|F THE PROJECT LOCATION |� WITHIN
,
1
�O THAT THE ENTIRE LENGTH OF THE p|pE WILLREQU}RE�
THE AQUIFER PROTECTION AREA
BE SUPPORTED ON A UNIFORMLY DENSE
'
UNYIELDING BASE. ALL PIPE BEDDING SHALL BE
| �
APV&A CLASS ^C^. WITH THE EXCEPTION OF PVC
3'x8'x3' GABDN BASKET (ENERGY DISSIPATER /SpREADER) �
FILLED WITH 4" MINUS QUARRY SPALLS
REBAR PIPE ANCHORS
PROVIDE SUFFICIENT CLEARANCE TO HDPE PIPE
TO ALLOW FOR LONGITUDINAL PIPE MOVEMENT
DUE TO EXPANSION / CONTRACTION
�
8^ HDPE 0UTFALL PIPE
D , LAID AT GRADE.
_�_ /
PIPE,.A���CHBA�B��A�� �_M|RAR140X -
COMPACTED TO MINIMUM Q5% FOR PAVEMENT FILTER FABRIC
AND STRUCTURAL FILL AND 90% OTHERWISE PER PLAN
ASTM D-1557-70. PEA GRAVEL BEDDING SHALL PROFILE
BE G INCHES OVER AND UNDER P.V.C. PIPE. ---'-----'
PAVEMENT WARPS TO
MATCH GARAGE ENTRIES
log _j
EDGE OF
Li ROW
2,0011
2" CLASS B ASPHALT
SUBGRADE PREPARED PER SECTION 5.2
OF PROJECT GEOTECHNICAL REPORT
(ABERnEEN AVE APTS; TERRA ASSOCIATES, INC; NOV JO; 1909.)
0 VE
� �� N����0�0 ��N �� N��COADR..YSTNAN NN�� ��m m m m�� m m� � m m
�� 0�� 0 0�0 N � ���0�° �� � N DETAIL
��U��N��N��N�� ���0 N ����N N `��� ���'�=,��" � ��'`*� = � � ="�"��
SCALE 1~=2'
Ct_ OF
R0VV
A = 12,411291
R = 4�O'
. 9°
LO
14.28
6+00 389*5[3'59'VV
6+33.69
LO
26"45'02°
\_ R = 19.00'
T = 4.52'
L = 8.87'
E AR 0 9
V, PrAkel Z I VAI WA R_ wj I & III
2787- V%
EXPIRES 01/19/06
CONCEPT ENGINEERING,INC.
455 Rainier Boulevard North
Issaquah, Washington 98027
Copyright o 1999 Concept Engineering. Inc. All rights reserved.
CITY OF RENTON
APPROVAL FOR SITE CONSTRUCTION
Date
5-1 S16C-
Date
Date
Date
OCT
�700~
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OCT
�700~
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