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- GENERAL NOTES:. FQPn TWO (Z) 1-1-11-1 r-5 W /ALT IO.4n CI.I'III°PLE, PXI -IUt:1 (1) O 3° 42 ffL P (1) 11 3° 90` ffL VIG
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1. qu cl k a nub performed as pe with the plans, city °c rzu,ron - O' 3" G.I. I'IIPPLE" Px I-IU� C2) 0 3° PL6. COUPLII'iG ArJAI°T. 12 4° TEE �S -
sfand rd � �= f cat 5 a Standard OWITGI -1�5 � ,GiGG�.AP�I� 2 ,
_ -sP di t frmunicipal ...k construction (APWA -1977), unless other- CtYI"It"I- L= 10Y�y1 -'f -- -__. _-. >=oP� PI'1�U(''IATic c - ffP�LS. n u a In/�F'x i� I- 111°I°LB (I) 11
wise nth PI s. In aseofco flict the standard pecficationsfor municipal D I-jEl'-�In,j1��r.1�•L��u�� 0.4'XJ- �i�'I�L)G�p""1, �'' TAI°2 O.S. (I) ® 31I SLUG V -.LV�, P (2.) I3 411 Gv P7'Ox
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orks construction (APWA-1 977) shall take precedence I�A1'1EL �JUI r-C'r -)7 ® 3 WYE, P (1) O 3 t71. t'i11°PL� PE LGI -I.TO C--UIT 2) kl .4 G.I. �'l/ E =L
2 The existing and approximate locations of underground utilities or structures shown ® p 1 ( O
2 �. C4 x4 :1
on these plans were determined by a search of available public records. The ow er, ! C1-1ECI'"] VALVE P W FLC�. b 3' C.I. I'ilPl°LE, VIG X H (2) 15 4"
C7.1. I-111°I°LE, I°�
d Land Planning and Management expressly disclaim any responsibility for the �IL�"1 �7UTTO1�1 O TOP ��� G�-�AhOLIT (�) O L�t-1� -f1-.� TO �U IT (3)
accuracy or completeness of the information shown. The contractor shall take �ihe I" Iff7E YI
necessary precautionary measures to protect the utilities or structures shown, a nd A0 �EQLJII'1E17
y oth ut I ties or structures on the t It shall be the p n b ty of the - O cork -+�� II 4PJ'I C71A
notify the owners of the or structures = 2 S/�1'.''IPLE. VALVE VALVE.' VAULT n
concerned before re #!-Co AWE Z.1 7. Or"711-1CS Or-1 I ( 'Wff :'nnf -1 1°I- ATE
st
,tractor g tk O 3/4 GOI-1C7UIT- PUTUI�E X INtD AIY7 I''.7CL�1a 1f EI"I V 10
hr-, n be ap„e bAP 1� CO°I°�P 1 ' TELEI°�101-1� i IVIG�. I°OP�T (V�P�T) COYEP), 2 ' l01 1 P) o A>�LE 01
s.�.,gl,- ��+, °:, of n -urs7e gmurd.clec4ri w L.Y� VAULT AL
bK PUye+ Sound P r -4 L,5M4 C°. The r,.°+Ort orad�r,der•- ,C- 70UI"II7. WII' i�.� L:/II°lE' O O 2 O 11 (V.A �✓) _..
ground +sleplro:;e lines eh.11 b do e by P: i-Fic NW �eI IT lepl -,ore Y Tub J -- N
Cc, - The. Conk -ecfor mall. d Hale his work schedule +° STA. 1"1W - a
if- - conealry 4- of +I-e -0 L 6. . .
p�ivak w,r�tee. CoPI°EI'-1W�LI� I O �'
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11
GRADING NOTES: .. 11141IdIA d o. 12 - O O O O ID I /��
1 The contractor h II clear and grub all t b excavated, filled d/ paved t GCRI"1L:L1 d. - -
the f tI owner.
2 P r t th PI n t f t tmal fill ba - k f the building to paved
' _- - ___ __ c-.71✓1'l�/1�.�� °' : I° L.AT��i 411 .I°VG
read and concrete flat k orndo the contract shall sc=:i.y the as to b
f II d or rocked to a depth of , x I6) inches Once scarified, the sods shall be con- _
cl t oned to the proper moisture content for compaction and compacted to at least �LIT7�LEP-1 TL- .l h.ST.�LL //�.''���[
ninety-five (95) percent of the maximum dry density as determined by the ASTM J41I CIA' W
compaction Procedure D- 115770. C-�I- JTAI -jT �WI-i.-- JLt�I°� -T I�11 --i - - I°U �II� 5U41710ri WW
3 I The contractor shall place the structural fill material in eight (8) inch loose lifts -- COr1l�U IT X Cl
„conditioned to the proper moisture content for compaction and compacted to at C
least ninety t ve (95) percent of the max mum dry dens ty as detetmined by the AS P�EQUII'iE'b �p II I
..._.... '°''
ASTM compaction test procedure D 1557 70. { TO STOP7A�E��
4 The contractor shall prepare and hydro seed all disturbed areas, i.e., vegetation ,tls�I
damaged, destroyed and /or removed on cut and fill slopes, ditches, etc The seed S��vIGI_ � �' I I✓ - C3 C
shall be a mixture of perennial clover and bluegrass d approved by the owner.
TEMPORARY EROSION /SEDIMENTATION CONTROL NOTES: Po o
1 Where possible, the contractor shall maintain natural vegetation for It control L. 310.0
2 Th _cot t h II t uct temporary Ration d t tion ponds by placing °
L.LJ (n
straw bales nd swales. N
3 The contractor shall provide and maintain all temporary siitanon and retention
ponds in a satisfactory condition until such time that clearing and /or construction
is completed and the permanent drainage facilities are operational. 1 °° _ 11 0 1 1
J
8 I III 111 rIL If'l �yt•
4. The contractor shall return dtation control areas to original ground conditions. 7 N�il`frl��J � C N
i
S. The co tra for shall r p base (both Ides) of bales for erosion t I required. ° �IhI�JI --) ,( C N
P aJlf
Ned
STArie F�LEZ TO STP�AW SALES 7 F Ic
I 'IAII iTAll-1 iC�JlT10t-1 AS P 1EQC7. JJ rJ Q e. lI ,
AS I"�EQl7 r��' 3 �u 171. I°UI IP �I W to C
COLIJI"11-i C2)
IFLEXCOr1I -1. II
\\ 412" r71A. GAGE '-1 G71. FLiYiPI OP WASP, -) .�
\\ \\ COt"IPf"1E✓�.Tj PT.
7/ \\ - TGI- -I VALvE= F:Vc i7L�E.K7 VALVE
114" C--. U. LIFT GI- aAII-I t io i �: TI-J� P��V` l WALL° SNALL W 3
(/ fi �ti TTO1"'1 FI TEPf �qffff-lJK�6L�P`1TUZ��
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11 F' EEPXJAI' 1C7 I4' cu. CILJAP 0 LCx ATf or t� orl T� 1= t°LAt-1. �I = L
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PI"lOt-' TOIL TOTTC>1- 1. r -C LiiS
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PAVING AND DRAINAGE NOTES -. OV, i1- IA�J7 =, �/�71 -.I� 4 1= PJOO
1 Finish grade I vation s shown are ground or pavement, unless otherwise noted on the -- - -- -
plan, add 0.50 for top of curb elevations. Ain
J
2 All storm drain pipe shall be helical corrugated alum, pipe, 14 gauge, with gaskets
conforming to AASHO M-36, M 197 M 211 and M-219 as approvad by the owner.
3 The type I-C catch basins and type IV-C inlets shall confmm tc`APWA 1977 catch
basins and inlets as specified in section 64 and as shown on standard plan 52 - -
d 59 respectively. Inlet frame and.grate shall be in accordance with standard L F�r e�J-- 10" plan 0 CZ 4 All structure top and /or grades not conforming fitting the new pavement surface _ 1
shall be adjusted accordingly.
5 All storm drainage pipe shall be bedded using native trenching material. CplyTP)pL GI r-,--U IT Ic
6 Asphalt concrete pavement shall be Class B in accordance with the APWA Standard
,Specifications. ( 15/1 IGI�AMP /3 POLE O1-I I CA17LE 6EfWEE1'; PAPIEL I� �(�� O I:
7 Crushed surfacing base course shall be 5/8" minus in accordance with the APWA Llact ru sTarrr swP r." FF rJ- EPIVIGE C7I 5. 371-it'1 rr-u" r- I"IOTOPI TC' 6E
St dard Specifications. n-z I I sw rP'OV1C7E� w1PUr11° UrtIT - �jACI`11 =1LL V }-
8 The contractor shall provide and maintain temporary sedimentation collection LAfi wr1P nz fv
facilities, if necessary, to insure sediment laden water does not enter the natural su r11 0bP 11 I 1/ II 1'1_11
drainage system. c1 1 4L hWN I %
9. Any soft spor.gy and/or unstable foundation material shall be removed and replaced I1ETEP7 1-10. 1
with other fill material. cn -i cro- 1ALAP'1r'l LI61 -IT- �Et�Et'rAL
10. The toe f fill slopes t--I I B�ACOI- I -P'IAY W /AI"IDEF-> �•�E I I MUNNNo TO-'IE P'IETE'P-+ >` 1�IC� t�l . I°��. Q C3
pes and top of cut slopes shall be located one (1) foot inside the j _ Er1S GPIA'fEi��t CAT 145r OP�"7`�TL7f'1 COUI'iTE PS
property line of the parcel. - _ _ - - -_J 4 I I p S7A1'27f°T -i FOf-1 Eoc-" 1°IJI" r- -
MZ33 1-10 275 • '
r"lOUNT ON TOP OF \ I �? 1h 2 ppF
r''�I "•1 . GApIY1E7 I `t" �T COIL- 1']C/•/ IWA �JTIJ. ` 1' - o
WATER NOTES 1 I I I - I"YJUt'fr I1-101t�E
uuLJl �eI ca�Iner cr:.nn
1-All work shall be performed in,accordance with the plan, Cty . of , Renton
Standards and Specifications andStandard Specifications for un c I works J PUM P 1 PUAMP2, I �P
construction (APWA -1977) unless noted the the plan. Inca f conflict, Io � T�n 10 .
2 . -
City of Renton Stands d and Specifications shall take precedent P� w • '
ALAPII"'I LJ'Uht'I FgPVAYJG.�' I OLD TI-I 1 •to ,f _
2 Water pipe shall bed-40. I +h k- 52 (AbJWA 0-(51--7) with rubber:.. 3 s o r 4 F�I°"JC1-I -IAdr1 -..
G.47 1-10 CIO W E, -1
yaskeF+ype JO rtls: Poe bedd ng 9ha11 be close b (APWA) �W WATET+ FOI'7 120V AC. I o-4y'L f�F �'�/�p `CC�1 l►� �^
Af.APtl•I r73 AUTO O`-lWV L_ � I I1 -_� = -= 1I OI.__I�`J�A..VI _ .
3. All fittings Shall be cat conforming to the class of pipe used. �i_ eoiL 1?OV -.
7� ..___ _.._
4. The watermains shall have a minimum of 36" cover. `� L WATEPt5E7'1
WF4TLJEP1Pr1�F
5. The fire hydrant (w /guard posts if required) shall be installed in accordance with I Lll WO'TEP' I !\ oL1TLET ON �1nET
the City of M-*- standard plan. °-- �IL.EI-LE SWITC4.l ICI /� I�/I 1✓I fy--s I+•I ' 1
6. Contractor vial 1s/I P.0
provide and install meters and boxes in accordance with the City of
Renton requirements. _FZ,OAT t7EI P7 SWITG{ -I L I col- rTr"r�L Clncurt _�
It-1. 9TOP7AG>✓ TAT'1Y -i -
7 e /4', I ", 1'12' -A 2 'zrvice9 9h211 be PVG. Pik .1- '710 - 62uIPI"1�'IT
(ASTM 0- -178 74) these services shall meet the uniform plumbing'. Ir151oE PAneL _4��45 EL,. F'LX.I°�.. - -code requirements. -
COI�fV' -lOL bIAC�I'�AI"I
SANITARY SEWER NOTES: IIQ" G! - IE- GI` -7EP� I°LA-r�. wr 411 4„
1 All work and service shall be performed in accordance with the plan, Pj" GMI° 21 x 2' LGGI°7111C� ° I"..�.. :. 11 G.1.7 I�IJ X ', D - _ G.O.. e
oVEP1PLOW II'iSl°>= CTIOt'1 OI°Erill'iC�.:
City of Renton .Standards and. Specifications, and Standard Specifications for. ' 11 i")J ��{-4 -
munldpal works construction (APWA 1977), unless noted otherwise on the plan. a
2 I'-'IOP7TAP7 OVr =t'�
- In case of conflict, the. __City of. Renton Standards and Specifications
e -o
shall take precedence.
2. Sewer pipe shall be P.V.C. pipe, SDR 35 (ASTMD- 3034). � d
it -
6 e
3. The sewers shall be installed in accordance with the requirements of the GP•II° o " a
II
City of Renton (minimum slope = 2 %). LIFT 1.E. -
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wl�' �AVlrr �5ffwffr) AI -Ir.D TO IrITO >= x1cZ-5T. 13-3-10
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