HomeMy WebLinkAboutWWP2701808.1r:; CT FpR 'FUTURE LASE. i
IF T z T�IZM►In1AnTl�aL = �w l 'c�.�� �t b.c*n 11 GENERAL NOTES
vEi2 1cA,L_ - 11 alsl-i�� F1125T I �\ / f `1 \ �y,..�'► gTg Tj� MATG�1 EiC �O�QC�T� Al. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING
\ tx1,57, \kZ 0 6-M,p / �. � �I� I� �'�+• TY" I � MUST BE HELD WITH THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER
F't_OOi2 OF N054�1T4.L' EL CoCo.00 \
ti - GC�4- lG. [ $ ! �JTTE
1-i0i21Z01-1TAL - ILI"(21 Co. c-jHOiZT / II 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE "1988 STANDARD SPECIFICATIONS FOR
\ �, "�T,+�M. ►� y �' II Q ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION" PREPARED BY W.S.D.O.T. , AND THE AMERICAN
PUBLIC WORKS ASSOCIATION (APWA) , AS AMENDED BY THE CITY OF RENTON DEPARTMENT OF PUBLIC
l'T ICIi :� Co. p4ZEG. 4-10. 7812149018. 1 jj-, % /� WORKS.
I�VO \ IZEF FIDE C�RAV•lIr,IGS / �i Ems! $ �r�(T{`j�� ��I.1C, ��j ,p�, 3. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS
1 20 iTY OF 42�N�Otl PLAN 2�7�4 `I` I EU I ADD RER C. , 1 /� ��^r� �1. -F Q - / WHICH ARE ON FILE IN THE DEPARTMENT OF PUBLIC WORKS. ANY DEVIATION FROM THE APPROVED
1 l ! .� WORKS, DESIGN PLAMS, WILL ENGINEER, ORQUIRE ESTORMAOVAL WATERFUT L UTILITY.
CITY OF RENTON DEPARTMENT OF PUBLIC
No ZTON tJEt.INIS StT�WnRK AN E jj C � I•-ik�W 15' Co" C .
4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN
/ PROGRESS.
/ w / SEE t�;)C>')z I- 5. DATUM SHALL BE U.S.G.S. UNLESS APPROVED OTHERWISE BY THE CITY OF RENTON DEPARTMENT
pr / {-� F0� LjTA1�2S �J �I OF PUBLIC WORKS. REFERENCE BENCHMARK AND ELEVATION ARE NOTED ON THE PLANS.
QN / E �E�/�i S �1.1C 6. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND
--- •_ - __ 51U 0.�1� BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION
1` 4 11 - - IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED.
7. ALL RETENTION/DETENTION FACILITIES MUST BE INSTM,LED AND IN OPERATION PRIOR TO, OR
_ x / a �/ I R IN CONDUCTION WITH ALL CONSTRUCTION ACTIVITY, UNLESS OTHERWISE APPROVED BY THE
/ l 75 1 7L�-/ 6 ,'�} DEPARTMENT OF PUBLIC WORKS, STORM WATER UTILITY.
\�// / ` }
1 � 8. GRASS SEED MIXTURE HAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE, OTHER
� ' 3 ( THAN THE CITY OF RENTON APPROVED SEED MIXES, SHALL BE SUBMITTED BY A LANDSCAPE
1 r� THY E I �I ARCHITECT AND APPROVED BY THE DEPARTMENT OF PUBLIC WORKS, STORM WATER UTILITY.
11 \
7i4 \ 73• `tY . 1 y �IM %Z• 3 ± 4MATC N EEC.) 9. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN
73 75 �y� { g I ACCORDANCE WITH SECTION 7-02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD
AIM 72.00 `?�.� I.E Cog.3 (12 SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING
+\� RIM • 3.13 { �•, Co�j 49►Z• 1 j OF THE TRENCH BOTTOM, OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND
%
( • / COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF
, �j.49(IZ / I PIPE WILL BE SUPPORTED ON A DENSE UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA
y 71.8 I_ 11 � �- Z 3 7'Z 5 Cn r 3 CLASS "C", M WITH THE EXCEPTION OF PVC PIPE. ALL TRENCH BACKFILL SHALL BE COMPACTED TO
/ �-•-40 --� - ` L�l MINIMUM 95! FOR PAVEMENT AND STRUCTURAL FILL, AND 90% OTHERWISE PER ASTD-1557-70.
73. ��Unp _' LF"IZ4C-Mp `��(��-l` 61"W I,p�� ��LF-IL80C30Wa 1,0�� �ryQ qQ / l N PEA GRAVEL BEDDING SHALL BE 6" OVER AND UNDER PVC PIPE.
C•p k /� 10. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL
7(7 B 6' 4 CPP l �j�-- b 4W�CtPet7X e s l V� HAVE ASPHALT TREATMENT NO. 1 OR BETTER INSIDE AND OUTSIDE.
e' g c�� CJ 9 i 70� �� _
3B' 4. Ct�G� Z O� a . _ /. -��- Q 4W C�►r�4 (IiL L- -
-
� � N 11 STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY STORM
74
ii �J F I DRAINAGE PIPE, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK.
- G 4 I 3 TY1? - - -�
12. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL.
OW
'1%/i 13. OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBLIC RIGHT-OF-WAY WILL NOT BE ALLOWED
iz
-� l2'4�jQ j Q1M _71•7S - - QIM -7Z.00- - // SLIM COCO.-7O UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN
I.E. �c7 sCo (4 W) I C'�' 1 I.E. Co4.83 (I'L"iS) 1•E. (04.14 (lZ! i S) I.E C,3.Z0 Cl" I?-"E) ENGINEER.
1. E. Co5.50(4" W� _- L c.E.6o4.81 (4W W')- I. E.. Co3.0-5 (OUT IZ" SW)
i�i2AIk�1 Z �ro _ 14. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND
3 � %M T2,ij --- LET 1 (�34.1._V4.C-�E 41[EL0C_&TE QUARRY ROCK PLACED TO A DEPTH OF 1 FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS:
INLET 3�_a
4" - 8"/401 - 70% PASSING; 2" - 4" ROCK/301 - 40% PASSING; AND -2" ROCK /10• - 20%
I► LE'T Z Ff20M EX aSYSTEMi
4ZlM Cog 75 I,>;. (�%, / IM (08 80 !/ WIT►-E SOUr5 I Cn L_I�• PASSING.
I 1 I.E. Cob-C1Z iZtM 70. 10 y 4211./1 Cob Coo I � l0-7 00
I.E. 697 CvCc I.E. 195,41 I `7" >ik _� 1�t2A1IJ 1 ' C IJ GT T X. C.
I �51...�-I>' (14GMMrb�{ ' 15. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM
SDUD NDN-L.aC.KINC� LJD 1t1M !v9 7'5 R-I" TO "E'W CotZAPEt DRAINAGE SYSTEM, UNLESS APPROVED BY THE DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER OR
I E. (OS 4Z I �/ �� I.E �B G+ C:� F �w) STORM WATER UTILITY. AN ACCURATELY DIMENSIONED CERTIFIED AS -BUILT DRAWING OF THIS
DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY OF RENTON UPON COMPLETION.
�*
16. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMIT BY THE CITY OF RENTON DOES NOT
E Ck �T �L��CL� ARLIE" THE OfAI■R OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH
IT ON. FV , T CITY OF RENTON DOES NOT ACCEPT ANY
l O 1ft AIM MAAAAAA ITi►Tii•E OF 'RO $TST }I PRIi DURING
\ `.E�. `R / / W�.� TC EXI�,T �204✓. oow:■rotlow.
F-=c� O T I ►,-1 c � D 12 L� � ►_i T �l t? �
J \QEMO�/E i 2ELOCATE� +� :mow-►�- SEL�.� MI�TC� LII,IE.
/ YI i6 I f 17. TIME OONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY
_ _ _ _ J PHASE I'i� PARKING GARAGE EiC O�W gEC� ' WIN V_ Al DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE
l _ ,'/ LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE
_ _ - - _ PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELLED
`OOi�t71►_1 ATE SA►.l - RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW, SHALL REQUIRE AN APPROVED TRAFFIC
CON��ECT1C) 26090 GlbL 0(L/WATELZ CONTROL PLAN BY THE TRAFFIC ENGINEERING DIVISION OF THE DEPARTMENT OF PUBLIC WORKS.
000 `_i SEt�L1iZ4,TOiZ (UTILITY ALL SECTIONS OF THE W.S.D.O.T. STANDARD SPECIFICATIONS 1-07-23, TRAFFIC CONTROL, SHALL
\+ Ct7C�t✓ OF �kI 1 (/J_ I �IL� I)L-T ►✓ CK?F_L_ "c> - APPLY.
{7A)
-�' . �/ M�1�_IT__T�(� l / - - S / /ncc (o I Z - gQ, Qj ,&V f'%QjC>\4eV 18. TOPOGRAPHIC INFORMATION, wS SHOWN ON PLANS, TAKEN FROM TOPOGRAPHIC SURVEY BY
I _ - / {y Tl�ii■D - CJIASTAIM i ASSOCIATES, INC., DATED 6-30-90. (JOB NO. 86043). ALL EXISTING
\\ )d.L� 247�3 CaL�I_ W11F 1. VTILIT7 LOCATION INFORMATION g118 BEEN SHOWN FOR CONVENIENCE. NO GUARANTEE IS MADE
\� / �` - I tZ t �11�A►JS�DNED 2tao:ip oval, RT' v4c' Gat�AGITY. WITS-1 SOc �O REGARDING THE ACTUAL LOCATION8 OF EXISTING UTILITIES AND ELEVATIONS. CONTRACTOR TO
0/ VJ hEPARATDR , �IL.LELAD � 2 i LOCW 1
i�a LIP. FIELD VERIFY ELEVATIONS PRIOR TO CONSTRUCTION.
G.C.tF• -7E1: 1>UP It I 0 - v `19. CALL 1-800-424-5555 FOR UTILITY LOCATE BEFORE YOU DIG.
v ry� --� _
-� j-I - - -- - -- - • - - - - L - ' �' - - SEPARAToiZ
60D bAL. CAPACITY 2A0g0 UAL. CAPACM1
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S _ �`�; X //,E• 8. OUT t'")-31.'•31 DIAMOND PLATE 000R
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EXISTING PHASE 1 PARKIN-G
PLAN
R i5v i E W
GARAGE
CALL BEFORE YOU DIG
1-800-424-5555
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25 L.F.
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`yam.-- 1 // W �EMERAL NOTES
1 /
ryyy, / � J01 Ni S: DUMMY JOINTS SHALL B PLACED NOT i0 EXCEED IS' [/[ NOR LESS
l / ,n THAN 10' C/C. THEY SMALL NOT BE LESS THAN 3/1E' IN THICKNESS AND
/, �� ��•50 URI FILE I // .^+ / SMALL BE DF THE D SAME 2 1/"IDRS AS THE CUR8 AND GUTTER EXCEPT THAT
./ li SMALL EXTEND ONLY 7 1/1- IOTO GUTTER SECTION.
\ ��� * - `_ -' - "- _'• ) ` 1/1" TNRU JOINTS SHALL BE PLACED AT EVERY OTHER DUMMY JOINT
IV .-A L_ _ - _ J I / / MEASUREMENT, AT POINTS Of TA"GERCY OO STREETS, ALLEYS AMC DRIVEWAY
RETUROS. ALL JOINIS SMALL BE CLEAN AND IO THE GUTTER SECTIOO TREY
�.�/
*- MoDIFIeO txi5T• GoNTROL STRL VTu9a / SHALL It EDGED.
f OIIOS: FpRNS SMRLL BE STEEL fW STRAIGHT SECTIONS AMD W000 FOR CURVED
a4. / SECTIONS. FOMIS SRALL BE TWA TO LINE AOO GAAM AND SECUWLY
4o NTS I V T I r{jj/ SI AN HE NE 1' RADIUS M ww" FACE Of CURE WAY BE
E-� FDRNEC BY EDGER OR BUILT INTO FACE FOR". I- RADIUS ON LOWER FACE.
1/�I� -w�R �o�iNEGTID►�l/��e�����.����-.G�11��-�Cu:e�1L�./�Ge.L�1LL/-�G:LLLLI/-�d�tit/dLif�L{-A��iifL���iH�f.f.LL.il-it-.L _ - - / Of CURB WILL BE f011"ED By 711E FACE FORM.
To
Hopt I2L. I'I = 20' J\\
r 2-I�- s•
yEKz-I, -
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1I, EXTRUDED CEMENT
CONCRETE CURB
- - - - I (r7 t_F - EX. 48" nE-TEUT10IJ hIPE - -- - �� X / BARFORMED
EX IZ OUTLET / CONCRETE: CONCRETE SHALL BE CLASS B (3/1') AIR ENTRAINED PORTLAND CEMENT
CONCRETE.
/ / SEE CITY Of RENTON STANDARD DETAIL FOR DEPRESSED DRIVEWAY CURIO AND GUTTER
RECORD DOCUMENT RESPONSIRZ:�II'P'} TYPE D.
1hr, '_ matron noTeR-inthiis rec�documenf haseen compTe(Tan0 _Ex.
RI�h510N: DAl�.: ")y others. The Engineer will not be responsible for any (1,15TSLt_. 1,lEW '�50
Q'I�,IL?11 �I14I�2 missions which have been incorporated into this document C-�n.L_L 0�1 OIL_j WD.T�i2 \
,•+t of such information.
3a � "AF,-p,II►�T" 2 I I �2 �N.G. JACOBSON & ASSOCIATES. INC.. ENGINEE .S Vem%L-
�EXTRUDED
CURB DETAIL
Gate Z o% V�IITN SpLI D LPCK I ►.►%a r �' (►..t T 5)
LIP.
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MIWIM�COMPRE551VE 5TRCN6TU'F'C4WD PSI.
DE51(,N IN ACC012DANGe W/ MG 5Z56,3 'MINIMUM'. REaLIREMEIJ75
FOR THIN 5CC"'0 J P2ECA5T COAI(RET CIJUSTRUCP.ON.
REIQF02CEMENT
DEFORMED BARS IN ACC042DANCE W/ASTM A&5 G5 GQo oe 4o,
WELDED WIRE r'ABQIC IN AUNI)ANGE W/A82-do E AI55--(d9
DESIGN LOAD5
AA5No - I-l- 20
GALVANIZING
ALL FABRKATED 5TCEL ITEM5 bCPPT PEINFGRCING.T08E
41DT DIPPED GALWM17ED AFTfW FAb12ICAT101J,C0IJF0QMING
TO 5PECiFI(ATK)W5 A5TM 4364,45�>57A38(o, E A125.
PIPE 9 ZE
MAXIMUM PIPt DIAMETER IS 12 INCHES.
OIL/WATER SEPARATOR DET
(1-lTS
FLOW DIFFUS
BAFF
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BAFFLE
612-SA
OILI WATER SEPARATOR
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