HomeMy WebLinkAbout11D9998II I I 11 11 I . � - .. I __ - . � -- _ ... _ _ � --- -.-.- - . i .
I ii;' , . , / "I I I I .
, "
-, � " " 'i `il`�i f�`,�i�`,�� , , " ., � �
11 I ll�_l .-i'll,
I-- - _ ", �l ii,�
I, _J� - � ll`��
7"I".. , , "it,", � 'I" I
, - 11, �, %
''' �', , 11 I
� , , _ , . -
_1 , I .
" - � r", - : . I
,
- - n!", m. , ��',:Ii7'
1 ,�,�,�,�,tt,'% 4i� , " ', � , 1. 41 - i ,� T . � - __ - __ - - �
� , I , "" , . 1, 3 'It � � . � - - - -11 -
I ". - . 1-i I I . I � llw a -_ - --------. � - I
I I : �. ��,,�,,�i,4,'. , k , i � .. ...-o-d- - - -- ____
, '_ " � I ���, T� , I,:- ___ - ----- . I I I lrou I . . . . I . .
� _" 1", . , �
__:�'flil, , ,
.. ,,,, ,
� ", - � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . __ - --..-- . I I : � -. , �j , � __ __ I I
, E3`1�i ll�.11y I � 777' ( � \ __ 15TH ST. NE
11, .`17' �
.. I, J i
� � ll�i.N`�`m
I I ;_"p� ,,, I
I ll�"1,1,1�t,Ml � �, g vggg, gim�, p,�11-',` . . I . � ____ --- __ :=
, �,, � - _:: p .. . �
, "'pl"g , ___ I � ___� - ::: .
,� �i - I , 'I � I 'i
, � " -1� , M! � I
, � � 'EiB :
, 11.1.1.11-11, �� �
" , , "' "'" -, ,
* , t I �
"", " F�'. , "' T" , - � 0 �
1 �l -f 'q,��4�,!�Y'-',p .,-,: i �4, � .
. I � , . ''
n " , " �. � .,.
, � -,,,,,,, " li` � -,� � � , �,,,-. ,,, i ,
� 1�� l4ffi, V� ,�
. I i . N - i
i,-_ , P, �--,��-,,,e,,,"�l"",",�.���!�V-�,��,,� Iviv .
. , � ,`,�,�N ': _��,!-'i:��,',��,',,`,'�, - ---- ,Wo 1/49 OF SECTION I 8l T21 N, R 5K, Womel . -:: :Z .
1.,�T, �,�g�, �,,,,�",'�,'Nmli,` LOCATED I OTES - � t:': - --,-
" ,,�...,i�ti�,,�,�7��,i��,,',�,-�.,
, , "
I . �Ti , , " , , . . . i I ' ;i I
"I 1'11�� il",,'��- I ::z I
,
ll� �-, 1 1
'I, 1�tl* , � E'fo, "t"I i 1 1 1 1 1 1
IM, ll� , �
'I', olll,�1,11K', . I , __ I-,,. I I i
. "t I I g" - -I,-- :.
ll_�,, ,�,i� -� -
" , , , - . 1 . THIS DEVELOPMENT PROJE O THE,CITY OF AUBURN'S . _::
- ,�,,,,, f ," ,,,,, ,,,�,��f, ,
I
- ;p �, , . Y-A . I
� �t �
�11 ng - gi tj� i,,t,i,y � . I
, � ,,
I ,,,f: j " ", - AUBURN, WASHINGTON I I -_:: . , I .
I I � i � - I REQUIREMENTS AND BE IN ACCORDANCE WITH THE APPROVED PLANS. ANY I __a
, il�'lll
_,J�J� � 11 I ,,jl,411114zf�ll,,,��, I I I I I . I t_ �
� ,��,�,�:i;,:i i_,Ul� "' "_
,�i, , ,`21 I �
,� ..... � J, 11,
I �,- � Z 1 4 � 11"J" � I ::::
I ", 145 , "�
, �
,,, p j I I i I - C� - . I i
, ,"�g """', , i,� 1 . CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE . - 11
�� I �, ", ;',lqi�',�.,,. t" I I � :: I
� 411-1 ,�', A_;3 � . - I ''I'll
,
, _ " -
,11 - , I I . . . . ::_ I ...., . � I
I 4, i�',"z ,, I - __ . . q .
, . ,
,�,� "' �' OWNER, ENGINEER AND THE CITY, - . 'I __ 9 Tlii ST * _Al� . - ommooll I .
I I i I � i" i . I � 10TH ST,'.
, : ��,114"����'�ll"�'I'�I'll�,�"I'�,�x _� I � I �
I '.�_l , " "" I I . I.::F ::z . .
, . il I I i q 1 3� 1 - .. . . I
! �� il , , �44;�lj',�jj�',�i' �',"`,'��; . 2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE "WASHINGTON :::: c� NE . I
11 ilL ,", - ,,��;,'�,,,�_- �
�1, ;i, I i * �. �EF .
�'. i.; �� ,,��,��"�,,""���!��'T,,"-��,"�'�",�.,",,,�,',";,. , I I � . I cli = C,� I . I !
,A� � �, . . TRANSPORTATION (WSDO SPECIFICATIONS 'T_ i z __ I I � :. I
I . . I
I I
, �,"'fll '�* 5`,,,"�4' " - . I I
�
,,,�,, I ", �,' � i I .
, ,I i_i�� '' , ; T = . :::: �5 �
i ��,,,� t, " , " ,,,,,,,, R , . . EX. PEDESTRIAN FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTI (2008 EDITION), . ..EF �" __ 8TH ST. , NE. 1. 8TH ST. NE. I . . i
I
.,i,,, " " (���� . : : I .
� 'A, ��-��l�i�,�,f�,��,,�',,,'��i,�i�"",�,�,��",i 1; . � -
1 e4" _�` , -- - AUBUR * 1 P:-) V) ::z Z 4v% i t'. I .
, Ii, �, 'I N NORTH � � - CROSSING 10 WH EMENTED OR MODIFIED BY CITYS CONSTRUCTION, ; I- .1 .
I " 'q �kd � . I
-,: , �,,i� --1, I THE Q ::z 00 .1,11
� I 'y qi,,,� �,,�.,_�,�, . � i : . W �
- .,,14-Ild-t� . I 1� I I
I 4 .i-+-' �
. I . I V'_',;�p,, ASSOCIATES LIM (EX, ASPHALT PARKING) . � (EX. ASPHALT PARKING) I / i
� , ,, --�! j.. " . - 'T
�;� I w z:: , , ,
I 1�, I
�� i:,ll'liT,,',:,�vk_q I � . k �
3 . SIGN = __
I N , ,, , i EX. OLD � STANDARDS MANUAL. C CUMENTS SHALL BE ,z: u
�. 1 ,,1,14:T�l - I'� /. � I
_1�
I I
,", . � I I-,- :::: I . . . . [ �
Y,'�� _1 ,. , '-,� EX . . . .�- � � :::: SITE .
1� - ", !�
I'll, -;-,�'�K, , FENCE CON .
". ,-,- .. � . u
-',, ;,,,� " I : L , . I
:;� � 'i , � �11,;i BARBWIRE . ! AVAILABLE AT THE J05 SITE DURING CONSTRUCTIONi I -A
,"
, 11 ,
�l �, I . 13 i� ::z �
- .
I . I EX, CO I NC. -, I . . I I I 11 I - 7TH S , __� I I
ll,�; 'i�,,,,�4`v,__' � j : PLIT) � - URB . 3. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THE START :1-r- ::- NE. � ,
, �� . ,- .
: -t !;� _� . _,��C �� . I
" ,., Y_
.11 , `6 � ,
�,� ,,,� 4 " �l (����
,
;,, i�, .N -� '[ , ,
I , ,,, I �i - I / q
I :�I,`e,'V , " EX 6' CHAIN 17" PINE (S
,
,
"
, I , LINK FENCE � _�,=j I . OF ALL CONSTRUCTION. CONTACT THE PUBLJC WORKS DEPARTMENT AT .11 I . C�D
1 Ili! o,� ,,!:`�, � :::: HAUL
� ; = �
" 11-1 . CURB \, I " PINE . 1 3F Z_ . a roq ; :
"��Jll!_111,"11'1 �_,: i N,W, CORNER SECTION 18 � -1- 5TH ST. NE.
;l -, � - I I 11 _: ROUTE . . . �
11 ,�, i . 1 253-931-3010 TO SCHEDULE A MEETING. , I I �
11 , ,,,,"J�il, jj,��l "i, � I I ... 1- ... � I . AUBURN F=
. 4� , FOUND CONCRETE MONUMENT " POPLAR � �_ ��_T_ :: :: �� , :
'I " I � � I . ,--r- . I
I 11 ... 16" PINE _L . . \\ 4 1. w I ..... ".... i, .-�. I ... I'll ........ 4. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROX. THE CONTRACTOR :::: I im . I 11 ..j .� - :
I
..
..
.
-,
, ! I , "',� ,!� 4 IN CASE 0 . "i ........ I ..... U) I � :::: V) (n I'll I =D I r-)
0 I'll ", �:� , W/ BRASS DISK & "X" 6 6 1 ....".. ..... IS CAUTIONED THAT OVERHEAD UTILITY UNES MAY NOT BE SHOWN ON THE :: , 1: ;01
,� � i�,�,,�:, i - 0 . - I
� I
I I I,z MONUMENT) 11 11 ..* I . I 6 ........ i.lk ............. s I EX, GRAVEL w I',- ::: m 'I', 6" N Lo , !Lo
. ,�l �. . , 111,11.11 .... p ....... ! ..... i ... i ..... � . i. < I . !
.. I . i "'.. . � I . L I
I . o I 1".."...'' .... �, .".."=". , ,_,_ - -_=_- - � I I ; �
I __ . . I I
I I , . . . - ... 11 I-
. - - t� . , . 5!
I . . ...... I,,- . - DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE i I W ; 6 �.
I 1, . ............. IMPROVEMENT ONLY) '4"A.--r? , .I I I I I .... 111.,
, . ', , . . ;�L i-r- I �
I e I , . - f I � i I I - - .............. ill, I . . t � , *,.,*-. . * . . . . - I � ! I ,
" � , i ........ I .zt = I 0 e : �
11 . . I . Z I ! ( RAVEL ...."ll �= ... t... ,r . .3
. I I EX 9' CHAIN 8TH ST. N I Q . - - , THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES - I
, I 1 * " " . I � . � I -r- � 3RD ST. NE ' = . .. ... %. i . 11 1. :I- : � ,., � j po
1.
.1.11 I I, ,:�' � ..."111-1- ..... ii . - . � .. I.., . - I . I . ::, "
I � . i �. N __ . AND THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD UTILITY LINES. /j .� T : .; _ . � I
. I '. I , ': � I . . , -:: * I . I . ...
. I - 11 .
, 11 . . : -
11 1, I I � � � LINK FENCE . roor q� aw w-, . 11 . �IEF �.� HOSP. I . ; . - . . . I q ,
. I I I i 'llk:,:� ......... .......... I ..... .......... � � -T- V) . I I I . . cp rel)
�,�V,� ��i�_' � I E X. C. L E 146.501 . _y . . I I .�.
I— I I - � ,,�.( --N--)+ ,,�.. � ::z . . . I I I I I . 1, I ;.......
, , i 20' N 86i29'53m __ ����. ..... I �. .. i I'll- IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR, . 1= - 't § - . .1 . .. I'll I I ,- .. g. 0 'c?
I I � ........ I 1� .�� _:: mr < - . .11,111, . ..-
��,,,,,; T I : . I I . -#< .. ... ...... , " -.1 1. 1. I I . I 11 , 11 , I'll - CN
ii ,_� . I .1 1. .. ... ... ". i ' EX. STEEL . UNDERGROUND FACILITIES OR UTILITIES, IS GOVERNED BY THE PROVISION �T = . - .. . "
I ,
. .. .11 . .
� I . fff -_ . -
� .. . 12 7 I HOLD GRAVEL 'X ow .p. ... '... ' ' . . - = ..:..*
,x� I ; .: W� -*( �1� � E , MAIN ST. I I .
1�, I , . - I
:L: I,' , i 41�_l � " 5' PER-M,OUS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (RCW). PRIOR .� __ - I a
. , ....... .. I POST � � 'I,o 04'�pe')
., : I ....... I- . * f,= :::: . - : �:7 1 1 - Lo
. �. *. - - � � I . I .... ���� 30' TO BE . I . 1, . � .�.. I : , : ,::� - � I
. I .1 . . . . i 3 i CONC. WALK* I * _A.�,,= �8 11 I � , I . .
� � .. I. . ....... . TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL _: -I- = - I 1". 11
i I . , 1 ... .. .. I , f SITE TBM: .. I I I vi § �",
. , . : 11 1.
,
,
, ,
�
�
� I 1 8" PINE VACATED I j-r __ � I'll I �_ , I:_ . I——
I
. . I __l__%__l___ll __� . . . .11 ,_ 64 ,� �_ . . :, %7"
,. . . . I . . - ____ - 1 -.4 , 1. (811) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, . = I bt � � I - -
il I . I . I .. . _11--l^ I . I ; -�, � 4:1, 1 NAIL IN U.P. ,�, I �_z - I ll:�, i
'Ili I . r__ lr-:::: . . , .. , .�. " 41 , .. 7. I . ' . .. ,., I .. .. � - EX. WOOD POST I I I I ,,=A -1 0� ><
T . c� .. 1 I".' I . . . '. .. �' - OAS, POWER, TELEPHONE AND TELEVISION). ,e :::: 11
..., ','� I . � . 4. . ..., ... . 4 . � I
I . , � � I .1 I . . . , , . .. I '. . .,. . . . I - ': 4 �. . - __�_ A . 11 . . EL=73.00 � �_�_� I __r I 11 I � � ,
I � I CD ;;�,� . :4' A I . .,., . . - - - - - � - 1.
I I , � . . . . . I . , . � . . .! . ,� . EX, CONC. PYRAMID 4. : "', --,-, :z
:_ - ... 1� I
. .
I .. . .!. .. . . - �`� -::
. I '� 11 - . . .. 'T I
I'll .., "I . - � ! t,�- < j)46i 1
1
1 z 4; � 9" PINE - , , - .. I , . : . I BLOCK BARRIER 5. PRIOR TO THE START OF CONSTRUCTION A PROPOSED ROUTE AND - a, � ,� --- � I . __ -
. " , I , . # .. a - I � . 4 * . - t.- - __ I I � I L I I �< ;4 �": I
. , . .� . I
� � 1, 4 1 1 '. "' I I .. . , � __ � SCHEDULE FOR HAULING MATERIAL TO THE SITE SHALL BE SUBMITTED = 8 1
1 1 ig� . I . . ---- -_:: � I I I . I i, i
j" A,� EX. 6`�,,, . . i I TO THE CITY FOR APPROVAL. IF THE CITY BELIEVES THAT THE PROPOSED - 6TH Sr +- 'p �
��it', ; , �� : A' � 4 1 1 1 -7-- _: I i w P�"
.� 1�,-�., I'' EX. PROPANE ,,,)" . 4 - . � ---!- . . � I I.- I � ' ;afi=A;zaz�� . � I I I
� I I S 89'28'31' E � I I a m I
�.: ,��,��;? I � . /\ - - . HAUL ROUTE WILL ADVERSELY IMPACT THE STREET NETWORK, HAULING .--.--- �. SE I
i �.. 1�� :� ti�,_ i CHAIN .� < - - 1� � . 77 1 11 . 0 ul)
'! ,�,,,,,,i . � I
�l
. �_�,A',f"�,-,�,,� � - - I . ; fE cn.!��
-
: I., I I � �� �� , , I - F - I I . �_EX. WOOD MAY BE LIMITED TO APPROXIMATE OFF-PEAK HOURS OR ALTERNATE . .. I I =:)
. ., � I � '', �, ____4(______) . . � .
. il C, :! , I �
�' I - � '29'53" _�� . . ,�
, - I LINK -- l< ,� 86 14 -5 SPRINKLER' .. <
1; si I ; . .. I . I
I "
� I - �,l '4 ,, iit'. i� '" i, �� ,I... 11 � .. �. NEW STREET LIGHT I BOLLARD ROUTES. 1: f�5 'n j,$� 4 1
. I , ��, 1, I . � - � M)
,:" �
� I I -
I * k . . cf) te)
I ; i I
- �"., 14 1 ______ lr_,___� .4 . ON EXIST. POLE 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND , VICINITY MAP w
11 1; ., . . . � p . .
� .: I I .
I I I ' I I - . < I - . i F_ :z
I I 1 4 1 1� NEW BUILDING "OM 7 . . 1. PER . C.O,A. STDS AROUND THIS PROJECT, PRIOR TO THE START OF WORK, ALL METHODS � . I �l
10" PINE-/ 41. � , _rX. I . 5,478 S.F. Id I ., , . I . CONTROL AND STREET MAINTENANCE -1 I I I NTS .. . . . ... .. 'co w ��, i
'. I � r_ PR )PERTY LINE-' . _ f ,_EI,IIQIY,3 CONC,, - L�- I - " " . I AND EQUIPMENT USED FOR TRAFFIC . . I :..* * .** 0 __j � % 0-y-%
I . �1_ 10 � A : i . . . �,q- -,fe)
' I � I I I � . %, . . SHAH BE SUBMITTED TO THE CITY FOR APPROVAL. CONTRACTORS AND SITE DAT-A: �� :. .:.:.. .. . . dft 11 v.__ M Lo
, , 1 ,4 , I � 1�1 I TYP, 0 WALKI . .. . � � I ;�` � pe) =D
,
I ,, A� jo ,, ,� GATES GATES & GATES _ . � q ... I ,_ 1 �4 P ,- < ,(:_%,,4.,
1 L 1'. � � 1, . I . . THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS �
I
� .
-11, I , . � - I , . � ....... i., � ........... � ... � ............. 21,934.9 S.F,, 0.50 AC (AFTER VACATION) .' : . : I
'§,�,,� ,il`;",",,;� -16-79 REVISED 125 1 1� i. - , "'. 'I . . . 30' � I I
�1 'las"'R ,:,I, . 7 PATIO .M.4- � I SITE AREA
11 I . i
.,)'� I I � I -, � �'l � LOT 1: OF AUBURN SP I . . � r 1 3 I � S TI . . i
,
.
. �
,� I - � NING .... - :
1, ��il,v-`�",,,, �� . t' _ ---. __ ol I
,
I � . , _ �c 1, /I Ill . _� . , A .1 -10- I . .... C .............. : . i �
. - I - .. . __ i :
'� - - - `�-' �,7, . - , ----;- : --,---I . I ... . �
1,; I'll - � � , 4 . , VoRe WI .,..,RO (RESIDENTIAL OFFICE DISTRICT) .: - - -
�
r, I I . . . I- -, . ............ ;.. � .......... ; �
: 1. � i � i, "', : 1�1 . � - - , . . - Ill . - 'Y ..... - ** I-- q -1-m- i ! I i
11
_
� ", _-,�,I� . cn . .. 1 - R,O,W. R.O.W. OCCUPANC 11 ...... � ..... R-2 (ADMINISTRATIVE USE PERMIT REQ'D.) . I �
� i I " It . , . < C14 1 1 4 PROPOSED 7. I ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES .
;,, �01� W, 1� .4 � - . .. : ; "',-NEW 15' �QHAIN LINK � � SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND
: ila_',� , , . m � - . ,J:��__ - , . . .a .. I CONSTRUCTION,;_'11,, .... ; ................. _ ...... 5B !!!!
,
, iiili`fivil,� ,�, d`l,o 3,
,
,
"" RECORDING NO. 8207130444 ______ __ __ ZO
- I. , , � "
lll�A "
" ,
, l,"', -_'�� � -------- 10" PINE- I , . :i .
, `1��`i�,l , l "I I (+-* , - -
_i,
", -9057)
"
�
. " � (APN 132104 ,� I
v - , , i \ ., . I %=/). , - 4 I'. 5,xl 0, . I ��
p �,l " �' � , i I � P� , I , . "'.
I � ` :
. I � . . I � !_ - -
. . . : , �
e . , , \� I � COVERED . 'LERED,. �.
. I I,- , ,�,,,, ,_1; . orf .. I b LOT 9 : . . " ...". :-' - WHEEL� -STOP�' ' ' . . . . . . �
li�, =) I < I
! , , , u 4 1 - . ,d4 . FENCE 9 NORTH I SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. SPRINK "I � . "i .... � .............. .... I 1. 1. ..,YES 1 :5 1
1 . : .. ,� . . / C) A -1 , 4 4.. * , . . I I . I i i
"
I , . .. PPIN 605 '�) . . .. . .. ! " i
I I , � , , . a 11 340-052D > '. . .. PER:,G,Q,-A-,A`STD-" ., .. hIOKIN'O . .l. I 4 : . -T LLC . I SETBACKS (REQUIRED): - ,
I If I ,. I I . . : �. ;
10 . I I
r- . . '11111111,1111111111, - . . ,
,J � �;, _ � I _ '1111111111, .
� , I , - e . - >. 'I: . . . .A 1 8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. 11 . � . ; �
I vi & EAST R. � GBMBF
. .A. I �
''I 1� I I C) . .... - .DTIL-TRAFFIC-0 . .' AR 51 11 .5. . -* 20' 1 iiiiiiii'lli'll, 1,111111,
I . . I . , ,� .............
� I'll �j . , . EA � ITY'S "RECORD CONSTRUCTION DOCUMENT" HANDOUT. FRONT, ................. i,,�i, , ! 1! �
�l . - 20.5'44 � .�.
R 1 4 - . _r , I � ' . I ,, . � C):f !
I rr .
�' t', : , I , :D A , . ., ..4 . . . I , 1 4' . I __ I I I . % . .
, �. .
I i_ . � . I . '. : I M
, i ill � ,
, �_ - I . E S'TREET ........... �.�i .... 11-11111.10,* - . . . . .. .., .. . l." .
,� '4"", I "s, � 1, � ., - � I . � � . . 0 (REI:8:2 � - 9=1 3 0 . I . - . . � .. . - . �1� 1. �_..: I
,�, I rr� _', , r= . SID ..
.
. � "" 11 I . s �� . I . . : I * I � :: . f I
� - ", , I 11 il I - (EX. ASPHALT) X - I I EX LOT LINE I ,a � l_� . . .�.. . I . 1, i:.
,
: , 1. r,:) - � 1�:,.'',:, . � __ 1� I i � . ** I . ! :, ,
i�l _'_. SIDE ...... � ......... � .. ... 1111111111 51 . . I , ,
-
�",_", I Lij I .
,
! � �l I . A . /11/11//// ,//,/ I � I " ... . I",
I ,��"". , � - .. . \ . 11, 1� TO BE PAlIIOVED I . . I I
I . . . . I . . I
... L 1:,� � 4 REAR_ ,, I ... 1111.111, 11.1-111.1-1. ........ � I I . :
11 . I __ , -BUILDING PERMITS _'l . : c
- >< .. I ADDITIONAL NON I - t
T �: - L.L.) X Imp I : I . I . I., . �',"..... I . > �
" � I I I 1--oll - 4 1 / I 1 1 SETBACKS PROVIDED: ....
� p :1,:, I 1. '4� - 4'xi 2, I . I m . �
I . I I I 1___� I� 1 43.2' (±,) / . ... . . I �
/ � .. -z-- EX. AS � : .
11 I J;' , . � - :. - SCREENED 11*-l'.. � 0// .- PHALT . . NORTR ... ..... . ... � ....... � .... 20: �+) , . . __.� � -1 � :
� , --- � - . "! ............. � ,
,I, I EX, CHAIN L--' I . i-PEDESTRIAN TRAL. REQUIRED FROM THE CITY OF AUBURN ' � . _w" .11, �
.. *: * * * :�, ,I I ui L - . DUMPSTER/ I (PROP, LN, TO PATH) 11 ..�.. I � ! I SOUTH ..... 101; .................. � ... 28 +� � I'll
. .- ,I, I �, ,�,-- ROO . . .
. .. �� I . LINK FENCE I .- �_ F /,�/ . F I �� � = i
. a . . i A .. � .. - .
. . . EAST ..................... 11-1111-.1111.11.1.1 I
.. I I
. ..
. ON PROP. lc;� � .. - LINE / F/,� No I - I 6 �) WATER PERMITS, �1) FIRE LINE CONNECT PERMIT, (1) SPECIAL PERMIT, � I
!,,� 1 1 30' R Q:: / * w - ,
. I v :
, I - 1) SEWER PERI STORM PERMIT (LEVEL 3), AND (3) BACKFLQW PERMITS WEST, I I 111.11111.111 .......................... 25' (+) � i
,
�4 P t , M, / I .
. . � ,Av :: ,l,'t - 'A � . I �
I I ,L - , LINE TO I r . I I DT 8 1 / // ,
�, !]�_,,,��,,_* ,,,I�-i,� : ;� m �
- , " "'... "I f" I I // , p 11.1111.1-11 �� .............. I .1 I I I
� ,
I ,i`,3, i:i�'l,'4%'t'.,j -�,,`-,.",," , " REMAIN 7" PINE--" 8 ... � I QLN 605 -fo 2-0) I M/A I 4L � ALLOWABLE B(J'�l",��,�l"""'A'R"E"A':" I I I
,q�'li�l` li� // -
v,l� ,,,- li, 1. .1 ///Zzz�/'��z "I I . . I . . I
. , !Lil'� � 1. Z; � // � �
,;,�.11,.�?m,;,�� ll,.,-,� , �f - � t'll ��, 25 .
1.�'l , . I cm I . i !
, - I I - .: - I I �, BASIC .................. � ....... �, � ................ 7,000 SF � ....! �
� , t""""', - 1 340: �/, . . . 2 I �
" , , , _
, �.�
" �
.1111", , � /� 44"
� 11 11
_!� I I ", � - .
.
I I
� "
__, EX, 15 SEWER Rl I PATH TO R.01. SPRINKLER INCREASE ..... _ ............. Z00% I .
i I ,. I I �
iO�_: I; " 4� - �
. . � ; i . I I . �CONSTRUCTION SE . � 1.�. . . .
I I ESMT, RC. NO _____ � ,QUENC : .
. I I . 4' 11 ,__�N_ I I ! I
,
I 11 � A , _��_[ - - I SEE 1/Cl F0,1 PAVING, SETBACK INdREASE .... � ..... � ... � ........ ,NOT REQ'D, . � I - j - - ;'�. I - ". . -
. . I
.. . 1 20070215002024 1 " .- __ - /1, :� "-,� . I ' 11 i - :, . - 'i. I > - " �. ..
I I i.�, , � !I. , . . . I . . I . . ; � 0 1 V'. 20H MAX SLOPE 1 TION MEETING WITH CITY OF AUBURN. ALLOWABLE ARE�A ........... � .......... � .... 21,000 (+) S.F. . *�*...
�. I I "I .: - - I I : *..*,' 1.
I �i - . , z A 0 � . m . *:.. I . ..
- .11 � � '. .1 - ..I. I I ,::� 2. ESTABLISH CLEARING AND GRADING LIMITS. _..�' n � . . � 1. . . I .. . . .., ..
.- . .. . . . . . .: . � � .
I I I % il, I .. .. . . - I . , -, VERAGE ...... � .......... � .... � Z3%. 357, MAX. ALLOWABLE I I .. -,- : `411 1 ,
... PERCENT SITE C11
- CD
� ,:,_�, I I �Lo �:�4. . , - , . / ",� EX CONC. PYR�AMID - . . L
�
I 1��k,`��A; - I I .. ,-. i 4 ..* 4 �. . . , ��, -1 1 3. 1 CONSTRUCT FILTER FABRIC FENCES AND OTHER EROSION CONTROL PARKING REQUIRED .............. � ...... � .......... PARKING STUDY TO BE PROVIDED . � w � . �
p if �il 'f���,� .. I - m . . I' . . 4 Al � . I
I I BLOCK BARRIER
I 'L 1� - � __ / I'll, 1� . ! ��
l_ , � .11 I I
_� i; I . 1 . 10" PINE- � 11 . I � DEVICES AS SHOWN, PARKING PROMDED ........... - _ � ............. S SPACES, (1) H/C __ �_ . .
I �, �i�� �l - _1 . I A I � � / � � ��, � I . I I : � , 1, .
� ,,,,,� , -# >> � �. I I' .
� : ,� , ,� I / 4 THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING EQUIPMENT 1 (2) CC-APACT .
I . I __ . I S le // I 1 7 - � I I .... . I . �
- I
. .
I . _ !
�, � . 10 : PROPERLY MAINTAINED TO PREVENT LEAKAGE OF ANY OILS OR .. 11, - LE
I %i-,, < / qz / i - I
I
1: � 11 "" 1:� - � �_ � tX81, TANK i < " 1 I *.:.i� :. * *** . .
. � "',�' L, I., -.---- - EX. PLANTER-, , , �3, � 0 . I I �. . - . �
; � � - 'l, I 8 �,. : � � .. I
I �,_ - . .- I I I � . . . .
� . - - - " - , I �. I - I ,� . . � � 1 l�F�
I - .", . ? - . - __ i .. %. . 17 - I OTHER EQUIPMENT FLUIDS, AND SHALL ALSO MAKE PROVISIONS . 11 I - I - . . ...�", ,� I :,
� I . - - - . . I 0-111- � . � 11 I . : .(n . .
I - I � STOR, TO �',E RETAINED _ L� j �.,- , . 1, 11, 1: . : I ,
- IV � . I - ". _ . BUILD NG �HEIGHT: �� i .. � . I'll I i ''I 111. I .
t . f�,�� I . . 11 .
� - �l -, 0 _*�___,A�_ . -EX. WOOD � TO HAVE SPILL PREVEN11ON KITS/EQUIPMENT AVAILABLE AS/IF . . , . :.:: -
. I 11, , ,,, - 0 .50' - ^_,� W-1 . :
,� 1, I , Al' `*- 4 ' . *. . . . , . . t �:. I � . .
.
I - , I . I � j I . . � . I
. � SHED POPLAR --�,_ Id 6t2 15 .1 HEIGH' , I I . �.. . .
I , , 14 . 1 7" OPLAR ��",' _ . - - I i . I I I . .l..., . I I .. I . I � � i , � .< . .
. L I g l� .
_,��, '1� � . 11 . � .. I * * _O,� MAX., 25' MAX, ALLOW. I I � : I I
I I , �, . � - _ EX. STEEL GATE ..." 1.1111,11111-1.19 . � I . . ,.
-
, , ,�,ii 11 - ,t_ -, '7
t��'l �i_ " 1- 1- 51 Wo 281 BOLLARD - NEEDED. I s. . .
- ,;� . I . I- I I �_,� . . I I
% i ,�, , I . 1�1_ W_ � 1 I -�L;�7- I I -4 - FE __--�, !i 5. REMOVE/ABANDON EXISTING SEPTIC SYSTEM PER CITY OF AUBURN, 6 , I . �� I . 11.
- ,
, , - . � - - =: : --o. 2 , �,.� I - EX. STEEL GA' - I . I . I - I 1 i � 1-4-
.
, ,
__ I __ - - --.i�� �,_ _� _ STALL . . - � , 1_� - POST . � . . - - ' ' . . I I ". : : . I F_ � ! i , � � ; I . I
I I � i .41 I, 1 1 � ... ......................
7-1,_', I I � �_ , CE X. R (.1 ") F I -, L - - - W/ P05TS � L . . . I % ... ,i � ! i
I � I 7p�6'��',�_.� I . I I . I . �:.� �, . I M J I , � 0q
. � 1 1 . . mkvxmuam
I I ' - .. � ol:� _',,'.-- . I I I i F',
1�� �, , �, 1. G___�_ � __ DEMOLITION DEBRIS SHALL BE HANDLED AND DISPOSED OF IN . q - � I
. .1 I : - 1, KING COUNTY, AND FEDERAL GUIDEUNIES AS/IF REQUIRED, ANY . . - . �
I I I , /, , _L' � . -
4 �! . . . . ,,, . I ' OV I � I LOC d"ON, GENERATOR ,L . - I I -7, �_l � . . - � : I i
i . . (EX. � EMAN d'. 6'EqRATOR I I . I WIN, ER] ' RIFORMATION:
- �. I 1_ I I (EX, ASPHALT) ,, , . 1 - . . . : . I .
. . 1, - " q ,
I - :" . .:. z . . I A MANOR THAT DOES NOT CAUSE CONTAMINATION OF STORM *,.,*.. - . - I I . TERRY HOME 11, INC.
. - - _. i :".1; .
.. , i �,, :, "."� ,� .. GRASS) � SHAl NOT 'OBSTRUCT � EX. CONC, - \_ I . . I : .. .. - - I - -_
� f�� �,,:� ., f " . .. � NEW 61 HIG� .r . � EX. CONC. ::-e I I i i .: i. . . . i
. . I
� I .. � . ... . �
, . i : -.:. ..�. I .1 . . - WALK & _ WATER, , .. . �.. . . ... . : .: -.. ATTN: MS. OLA 06NTGOMERY
I i�lv�,_,�, � �. � .. , .. $U WE FLOWS � � I I � . I 11 ...., . �7_l 1 i
- .1 1. I I I
. I , il . !
I ; ,;z , I � I %_ . �. I � D/W ;�:,� I E X.. EX. ASI`,'�H.ALT -SITE .1 D ik V�_ ti u � �_� �'d - I
. I �-,,�, � , . "I I .
I �l , . I i _. - - 6. GRADING SHALL DIRECT ALL SURFACE! WATER TO THE ON 138 3Ri 11
", 1', �, � � I I
� I
- 1
� . E X, 9' C -----�-� STAIRS r-m . �... ;P_ ,
i - . � HAIN . . . - 1� " ;1", �,� : I "I .
'i ! I . �l I I - I 1� 11 I �
� SOUTH Il %�� . �. z CURB PAVEMENT .
i'� I LINK FENCE I . ". , E X, (2) STORY � m .. NY) AS CLEARING AND GRADING PROGRESSES.,,;: - � - PACIFIC Wk'98047 I . . � . .
:. .. I I C) .
.. :** I.:7 't !� I � . . . Z EX. ASPHALT *I . . FACE WATER SHALL BE ALLOWED TO LEAVE : - -0135 . . .., 1. .
.. t'.1 " � � I ., E RESIDENCE � 1. PH: (253) 288 1
. : : I . . I .
I . I I I
. 1. . I I 11 �l I . - � . !
. . � 1, . I I I I—.. . . I .. G I I THE SITE ANY TIME DURING THE GRADING OPERATIONS, I .1 I .:., ** - - - . !.. . �
_1 � � I I :_,... : __ *` I
�
, I I
11
I �a , 1. t � J * - I 4-off I ll� I : . V, PY'OR ' -� - 0. 0 I "' i - I I . .
!� :. '. . . . . . �
li; '. .: : . I : .; .... ;.. I i . I . : � I .
. �, i � . I 11 I 1 1 11 ,..."... LAYRENTYE I �l �n 7. GRADING/UTILITY WORK MAY BEGIN. -1 INFORMATION:
1. I . li LOT 7 1 ;z a: - SURVE YOR` � �
I I I 1-910 i - : - ! 1 EX. CONC. / 8. WORK WITHIN R/W (IF ANY) SHALL BE LIMITED TO 15 CONSECUTIVE .. . I !
I I . I - -'-- i .
, -4 I " L�l -
I . i I - cn - . �
. I � b1W I I ,F14 CASCADE I `YING . I
I AOOVE� PARKING . I F-Z - I � !
I � ���� � DAYS, CONTRACTOR SHALL COORDINATE WITH CITY OF AUBURN ��,D S U R V1.
, - ; C/1 P�l) . ':ON � I
SURFACE, 'AT THE I � I . lll� I - REGARDING TIMING. I C/O MR. JE OTTERS � I
I I .: - : I I - . ol : 11722 261S' kVE E. 7 .
� ; . : ,* ,
11, I HEAD OF THE � . � �/ 9. OBSERVE REQUIREMENTS OF PROJECT � GEOTECHNICAL REPORT DURING . . rj . I I . . ... ,�.
I I PARKING 0 /� I � I ..
i I *.. . - - -1 r% I I �
.. I . . .��. .:
I i . - - - "' I ALL ASPECTS OF PROJECT GRADING & FILLING. BUCKLEY, W 98321 11 . 11 LLj . 1 4 � � ...
I � : EX, (4) MAILBOXES I , .
. ,,I$ .PACE I 2 ! I : : _< I . . I . I ... , "I � , I
1 . . i
1. , �: -�`, ': . - 1 6% I PH: (360) 8�7-10117 � ,\ �
� FM Q $
f � $ to .
,
I 11, o , ; i ,,, � I : . : , ,-4 6% � 0. SWEEP STR S I I . .... '17 11 1, = .. � i . i - I �
I " e. i ` . . . . I . i . .
I 4, : I ii-iiii- - - - - JL '. I - EX, 6' CHAIN FX: (360) 89)-1227 � I I ; - . 0 .. 1 �. i�
1, I � . . �__ DIRECTED BY CITY INSPECTOR. I I I � � �
1; I � All - - .. LINK FENCE . i � � ! :
iI ___ � , I
stl �: �
.111, . � I t
ll� I I � 1 �6 11, REMOVE EROSION & SEDIMENTATION CONTROL MEASURES UPON FINAL I I . I
. i I
11 _,____� : "'I_z T_ � : I I
'.I I INTE UG�T SOUND N'� .�
- I I _RNATIONAL SYMBOL i STAYE Dw" pa" (D C SHALL CQORDINATE WITli P SITE STABILIZATION & APPROVAL FROM CITY OFFICIAL. � ;
t " � I . ---" .
1�1, , I QIF :! PERMT REWM � . EX. LEGAL� DESCRIPTION: I cr. �
, ! . . : -_ I . I '. . I
; "' 11 "ACCESS SHALL BE HAVE NEW POWER POLE P.LACY.D IN THE ___j I ..-.:.:.. - ".
11 . i __ . - I C I . . . ! , : . �
'41 1�t WHITE ON BLUE I I - . THE CYL-DE-SAC AS SHOMJ� URB '-- EX, PLANTER � :.:..*.. w , - :
I * I : 11 :
, , kNER OF . . 7 : .
., 1, I I I 11 R.O.W, AT THE CO � LOTS 8 ANC 9, BLOCK 10, NEW AUBURN ADDITION TO THE CITY - .: I , 11 I
I.i I I---- I , _ - . I El ..,...,: >; . . . I
: M IND I LI H E EXISTI CCORDING TO .. . i. I � . � - .
� _NG OF AUBURN, HE ORDED IN . .. i ..
: I I PSK I qq - POI E SHALL BE PLACED [ - I EX. CONC. iii- I . . .. . �.:.. .
. 1- IOU ft-t I � . . . .... .. .. . ** . * � * .. . ... 1 .
I , . - : -
' - . .. � t. I . I . .
: . . ,, I � ACCESS I C-) I - 8, IN KING COUNTY WASHINGTON; .: . 0
� 1� ; : POWER LINES AND E = -E ti .. ... , Q
11 . LIMINATE ANY SAO IN THE LINE. D/W I VOLUME 44 � F PLATS, PA(.l_ I ** * - I . ., . . . .1 ..
. � I I . . ... . .1 ... .: I... ... : .. . I
. ...
.. I
,�. 11 . METAL SIGN, PAINTED ED STREET VACATION. .. .
, Sl . .. ,
I 1, � I T LIGHT ON POLE PM C.O.Ai STQS. m MIT QUANTITY CALCULATIONS TOGETHER '? PROPOSC r_ r_ . .
,v - NSTALL NEW 0EE 'EX. CONC . I
I
� . ,'� � .- . n, ,-- . I : : .... *. * - . !
I
i
I
�
I
- - t-1
� -- �-7� � -
F / ,_�
N Z!t�
I � f � I ll��
61 ZONE t
I 'TO ,NORTH
Em I i�c
,
,11 , I
,�
Ml
H , 3
I
1-1 �
- ) � _0___ //
�l 1"4
� -r (q 0"4
,_�
�_
lad
, "I" 1�� � BLUE LETTERING ON 1, . I . . � _-__j �__ :1 � .... *:*..- * ... * . . I . r
� I I . . - ; . .:.. ....�*... I .
't� WALK A) TOTAL DISTURBED AREA (SF) ........ 11, .... 11.1 ............................ 21,935 S.I-. I .. . i
I", ��'; \ . .1 . . .. I I
;;� , , " . � * *1 � . . *.:: 7 '. *. . - . I
I � I I . - - .. . .. .. I.. . ... . .... �. .. .: :. .. .:.' �. ..
"
I WHITE, 'BACKGROUND i - . - BENCH, ARK: _., 11 I I :�. I ...'. . : . . . : �
I , I ! I >< Ll��i PLACED IMPERVIOUS AREA ....................... . 12,242 S.I-� - - I I I 11 1, 1, ,� , I I - I'll I ...�..�`::.* . . !
- .1�1,�,,�,��_ , $H, STATE AMENDS. TO L", I I I I . . I . I I
I .1 11 � .
�� I ',�jq �, - ,.,� (!4 WA I . EX, CONC. ,ll .. . .... . � I 11 I Ar . . I .I I I.....-:; , .. . r . ,
! . .. I ..* : % . . : I .
.
;� '�, ' "" 10C 1101.2.9 FOR CHARACTOR & ..".... �� CITY OF AUBURN BENCHMARK '813', BEING A BRASS - . .1 . . 11 I I
- ;� ;
� ! I I I . .
*�J� :
'
I :11 � �DIIN i . . �. - . . .. � I
� � I D HEIGHT). I DISC IN CO*RETE IN A MONUMENT CASE AT THE PT . I . . � �: 1 I . : .
� I . N , . f
, 0�, 9I300 A , .
�� '' 9f 11 � it __� � I . . � - .i
1; ; ! .,* 1 i ' NORTH AND 6TH STREET I F__ � 7 .
ill!
I I I I I . SITE ILLUSTRATION � i OF CURVE, , T A iWA) . I
. i I I Z __ I .
: I � I .
i- �., i . I-) I=, 11 :
I
I :'. :. � � . 1 =20' -
. 11 I � , 4, �
,, 19 PQ$T : -
. � : , w I I . �
,
. . � . c
,
. . . I I � I .
I � 11.
. . .1 . � 11-?
:. � �:�, � -!5 I
. : .*:.:, 5 � ,
,
'TE S
. jl� R. . ,IP�W,ALK I
.` I I .
. _.. , I It % I I I p . -1
I �, , . . . . - .1 I I __
.
I -1
. -
. .
I
I I I SEE ARCHITECTURAL Sl TE PLAN FOR
. .
I . is, - I- I - I 1 I I I . . I �
� *.. , . .1 � PROJECT D IM EN Sl ON S/ H ORI ZON TAL
.
. .1. � � . I I .
. I
. .
� - -11 1: I I 41 1---�l CONTROL FOR THE DEVELOPMENT
__ __
: 11 I ill I 1_1 I 1= m ��=__ WI= = .�. � . I
= I I%- I- - 7- - i I . I I I
I .
I .
! I .
i NORTHEAST ELEVATION = 16,41 �NAYU -88) . . .
! : I
i I � . I I
i � :
" IhO � . "� . I
I i �i -1 � c . i I
I 51h , � I
I : I ,I
,I
3" A.C. PAVING � � PARCEL NUMBER: �
I - I I i
SECTION � ":--f . I I q . � . i ,
-1 ,,-,----,I-, �771_ � 605340-0525, 0520 1 1 1 1 � I I I : I
, � �l ,�-1 -,;:;:;I I 1--_-El I IE . I - I "Ir I'll, � i . :
I �, 111-111-1, I I �l I ''I ''I � I , lk I p � i
. SLOPE ftcoi I I I I I �� . 0 i
�
pq ,� � � __ �' SITE BENCHMARK: �l "I 11 "Ill, I .1-.." - e l� I
DN � - IMPERVIOUS SURFACE CALCULATIONS I..- I - ,; I I .1. . t 5 NVAS , : I I
.. .� k
-
I I 0 - EXTRUDED , i. 1, SET A STEEL SPIKE IN THE EAST FACE OF A UTILITY POLE I I . ... i * � . . I I 1 � � ! .
i:..... ;l ,.
.. . . . . 11 I � 11 :: I :
I - CURB PARCEL AREA ............... 111.1-1-11, ... I .... lk ....... ... �21;'93/4.9 S11 X. LOCATION OF THE N.E. PROPERTY ..�.." I � I � I it i 0 �
r I I I
0 0 o 0 , 0 0 � . .... .: � .:* . . .. *.. - ` * '; I I i
. . i :
0 0 0, i EXISTING BUILDING . ............ 11 ..i-, ....... � ..... _N/A CORNER ON THE WEST SIDE OF THE FRED MEYER TRAIL, . I * - ' - : �
. 0 1 0 0 - * ................... .. * . ' .
0 . 0 - . .' . I I : * *..�.i.., ...
0 0 0 � 1, . . . 11 ''I 11 � 1. .. .. + I � I �
0 � EXISTING PAVEMENT/WALKS, . ....... l.*.*..*..i.6. ..... � ... ............. N/A TOP OF NAIL ELEVATION = 7300 - * -- -*. '' * * * * * ' :' ' . �* .** . I :
- 0 0 o . +++ ++ ++++:++,+ + ++ I I I i ++ + ,+ + +,+ + I . + + i + + + + :+ :+ . :: I I I
i +: I
;;, I . . I 0 v � r I A/A . I + t + +++ �l � 1, I I
I a I " I 0 ;o 0
+ I !, I =1 1 1 - . I 0 ".0i ........... � ........ � ..... � - + I +++ +1 .+ + + 141
+ + : ++ + .. WID - , ,-, , TOTAL EXISTING IMPERVIOUS, ........ � ... + + I .. ,� . �, + I
+ .1 + I I 1�� I I EEI I 1 12" SQUARE I � I I � �++ .,+ .+ ' I " + . 1+� O/ST�
* NEW BUILDING/SHED AREA_ + + I 11
+ � T_ � "Ln ................. ..!.lllll ....... . ---- �...
. I � "I
+ . I + -
. � ill - + + LAN NQTES:
+ + i 1, � 14 5�t- YZ � 7 � ... ..... ��,42 S.F. 11
+ =1 I I I �l �11, I I'- FOOTING �� SITE P ,+++++ ++++
+ . '. � I . . � i I 1- NEW PAVEMENT ........................ � ............... �, + i. +. ... 1. '�O ... . + + �
+ +++:+ I I I 11-j1 ..... �161 S,F. . . . I + ... 11 L � , 7 I"
++ I + dli- , . .: I ++ v
+ ++. + . � = GE � . . I ''I . I i �+ + 162 Sp +++ ++ ++: + +'++ I �
+ + + + 1-11 L _J 1" R �" R -BASE PER � ... 1. 1. I .... I .............. ....... 9 , S.F, .
+ I I
+ ! - . LE : � � _1�1 L-11 �lcl, 01, M P A C TE D SUB TOTAL IMPERVIOUS .................. 11 I'll. 1. + +OUTDOOR LIGHTING FIXTURES SHALL BE SHIELDED AND DIRECTED TO
+ + .- . . ---= - - � . I A.Q. PAVING . - ! � I I li; +++ .++ 11 + + . I z /f4� lit .
: + I I +: : 1. ;
+ + + - I 1 I SEC�ON ., � .. . - � SOILS REPORT (12- STRUCT, PERVIOUS PATIO/WALK AREA ................................. � .... I I AVOID LIGHT SPILLAGE ONTO ADJACENT PROPERTIES AND AVOID I . . �
- ---- - . . . - .. 11 i �13,080 S.F, +:, . :
++ + . . .: .1 -1. i I I +++++ -
I I 4" I I I +
+ ++ + ; : - , ., I : " + + + �
. + EXISTING I . i ::.,.
+ DESCRIP .� " NEW I ... .1 I I il - FILL COMPACTED TO 95% OVER � - 42..S`.F-� . GLARE FOR MOTORISTS TRAVELING ON ADJACENT STREETS. + I I
. '' ! I I
.
+ + + TION __ _w - �__ I I a A '.. ��. BASE I JKT.., (�HMGE,l ...... � ......... � ... I'll 1111.111'.. I ... ". I I - I I 1. I I �. � I I I �". ,,:L,4�_ - I . I I : . :
I
+ + . +: . . . - q a SLOPE . � co .......:.:-..,., ,� . ......... i WOVEN FILTER CLOTH OVER + " 2. STREET CURB (IF ANY) SHALL BE PAINTED WITH FORMULA WID-Yl, , + � , I
+ :1 I � :� A - . . : . _., � . . + + �
+++ � . �l �' - - ;.- i,.' .- ; EXISTING LANDSCAPING._,,, ,, ... I .... ' ... 1111.11.1,. _,,N/lA DATE .
I ,
.+ + FIRE HYDRAIN, i fDl , � DN : . - ,.:... - '' (2) J4 CONT. i STABLE NATIVE SOIL) . - I FIVE FEET FROM EACH SIDE OF DRIVEWAY. IN ACCORDANCE W/ i� +7 ++ + + I +++,.+ I : � i I
+ + ++�: I I . I . .., :. A.., I 1111111.1.11-111 I +� 1+ -
I
�: + HZC. PARKING SIGN - � 1�1� "'.1.1111 . _ . ,L TOTAL LANDSCAPING . ........... _�, - '92,19 S.F� I+++ ,, I- 11 i "I
- � :: - i , 11 ....... .. . M +`+� i ,� I
I 1. ACC 18,52.050 (C) PARKING LOT LIGHTING MUST NOT EXCEED % I + . I JULY 201 1, � I i.-
, I . �� __ ... ., '....:,_ � � � 11; I k,
. '� 1.*.11 � . " . .
.
� ; 1+ ++++ I N.T.S. WATER METE� I .... . ---.----. . , . � I I
_: = 41 . I . � 1, __j I . . 11 I.", - % 11
,
,
I y .. 11 � I ' - . " %,�,
0 I I .. .,.,::.,.: .. � I . � , I
. I I : � . , V. ape,�,,:A, . � ��' ROPERTY LINES, I �
. + \ I 0, 5, , 5 'o 9 114- . . I I
� � . . ON -SITE CLIRBZPAVING SECTION + �� I , ,,� DRAM BY 1 .
I , 0 .� I 11 I I :
.. < ..,� t.. `4� '.", . I ii . 3. CONTRACTOR SHALL COORDINATE POWER, CABLE, PHONE SERVICES - ��, �, 1,
+ . 0 () 0 " a.. . ., -.1. - V_ I . I
STREET UGHT I ):�,-__� Y_17� . I I .
I I � -1 , .0 0 0 .- " - *` - I 11 ! I , '191__ N, T3. : I �' I ,:. W - I 1: �l . � G.MO '
.
. + � � �1, .1 I -0- : 0 .0 �� . 0 . . .... -, .,�* . , .� __ � I . I I "I'll / UMITY PROMDER. CONTRACTOR SHALL COORDINATE POWER, - I I � '. � I
I I : , .. .. CONC, CEMENT I
... - I � POWER POLE �t;r - I., . . . � - � : � I I - - " . i -.1 __
- - , �-' ',:, " , " I + , CABLE PHONE SERVICE LOCATIONS W/ DEVELOPER/BLDG OWNER. - . ' ' '
I
. . - ___�� i I'll -1 - � I I . ...." a I [t_ I-11 __ �,.�' ..�'.l "." . . ! I + + I . � .
, �� "', T, - I I I - . , I : I � I
. I DESIGN BY [ �
I I � I I I " TRAFAIC CURB ; � . I'
. " , " . I ,. I
- I Ill T _11 . . . . ORDANCE W/ ACC 18,52,090(8)(4) ALL COMPACT STALLS I
I -L-IT , 11 ill ,". 4. IN ACC .
� 0 . �� - .11" - I I �
I I +. AC PAVING � �_' .!, PER WSDOT STI), i I . - A.�.r. � �
UTIL TY + 7 , ., ;:.. , , � ' , - � )lr (IF ANY) MUST BE CLEARLY IDENTIFIED ON -SITE THROUGH PAINTING . . I I I I ! . I
TEO ++++ + � FEMME/ . I :� .:, � -...-- __
+ + I � . . . � I., .
I : + 1-1 - - - .:.,..: ..'_.... PLM F-10.112�02 1 RECORD DRAWNG CERTIFICA11ON I - 0 Q'z' " I I
I . : ;
� ' . . - - CONC. SIDE � ' ' ;;. .'..-' .-I 6"lh" MINUS CRUSHED , . - . I �.L c I � . I I I . PROJECT REF: � GRAl - 1 ____ - � . THE WORD "COMPACT" IN UPPER CASE BLOCK LETTER USING MITE JOB NQ. 1, I I
a � : - . - . I � . i , . 1� ,
� + .
f . ; � i. + ,.+ I + I - .:: " I i I + �j .s (�q 6 .7.Z.0 -1 I . . . . I I I . i
I I , A : E-�L� I SECTION - I : PAINT ON THE PAVEMENT WIT'HIN THE INDIVIDUAL � PARKING SPACE I I 11 - ' �
i . I I
� � I , TO � I I (PERVIOUS C 'C,) ROCKI UGHT 7 �4' � . I � . + . 10 054
� . I . I : .
I +
I
1, I ' I I i I . I E 1 FOR :� - , I : _ �++ +++ � , I I � + + + I'll, --- I � � ;
TH� Q,MACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH , + . ' 1 1 THES,E DRAWINGS CONFORM TO THE CONTRACTOR'S �, . - + + I - I � I �
I , ,,,, . LANDSCAPING � I +
1, I , �� , I" : . + 11 . ,++,++ 1. 1, 11 I I
+
'QFJ4 ETHER SHOWN T BY POTHOLING THE UTILITIES F= COMPACTED SUB -BASE REV. DATE BY DESCRIPTION + + I I I _ i .
I I -
� . . 11 +_ ,; , .
I
�,, :�`� E,XISTINQ UTILITIES M I i I 3TRUCTION RECORDS. THE CITY Orr- Al,. BURNS . I , +
, , � CONS I I I '� ; SHEET NO. 1 1.
. ,,, I . + I I 11, ,
�, � - __ + 11 I I I I i .
'm R I + PER l/Cl I I
�� 10 0 THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS I % r_ 11 I t . !
I i � I � i + - �: + + + +:� :+ � , ++ I I , +. : I :
+ I I , +
-
I j ,� � � THEN POTHOLING ALL OF THE EXISTING + EU �=�====� ( I EMENTq 1 10/19/11 G-MO PLAN CHECK REVISION � + +++++ ++ +++++ ++ , . I I
'
�,&P i �, Q � it, WYIN � . I .1 � ; ENGINEERING DIVISION REQUIR - , I :, I - ++ + + + _: " , I i I I
f "A, _14 + t I . I ++ - I +
I ,; H44; QPF CALLING UTIUTY LOCATE 0 8111 AND i 1 ++ 4L I ��++ +. � + ++++ ++ I I I
_ I 1 +, + + I I I ++ ++ + + +i+
, q - TL 1M : � DATE: I I I � :
, I . BY I I
. I ;� ++ + +++ + + " + I I I I �+, I I �
. lizft 'AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VER WH + PER 0 1 - - + + + I I I I + + � . -.
+ +
. . ,, T105 i I i+ � . I APPROVED I �( 11/22/11 G.MO PLAN : ++ ++ �:: �+ ,. � ...... ++ 1+++� +, 1, I � +1+ + ++ :++, + + 11 , I ,
, ,,, � , I I I V,k-- > . CHECK REVISION . .++ + +, I
. : I t�+ ++ , ++++:: + :.
. I I I . �
I 11 0 . - ___ + . + 11 11.1 I 11; I ;
- ,
� 10 I LOCATIONS OF SAID UTIUTIES AS SHOWN ON THESE PLANS ARE NOT. , , + ++ + CONCRETE CURB �_________� N-SITE CONCRETE CURB SECTION TITLE/POSITION I BY: ,O,e,, . 1,,Lt 2 , + 1. + + I ! c I 1 1 : � �
. , -MR_jQT$ EXIST- . . I + . 3 . � I
� , CT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE I :, � + ++1 + I PER . , I . ., . . - � - � : - + : + + ++ + + - + I :1 I I I I
I 11
+
r + - + + e . % .
+ + + _ , I I
. + DTL 3/Cll 1 1, I - I : 3 12/15/11 G.mo PLAN CHECK REVISION .++++, .+ +: 11 .�+ , +.+ i -
. A E JE � � . 0 N,T.S. _I�RMED BY CITY DATE APPROVE.D: - 12�1� � I . ,:+ � �` + i � I � i �
-
Q A NSULT POE ENGINEERING, INC. To RESOLVE ALL PROBaMS PRIOR TO + + +� + + ++ + + CON[ . DATE: __ I .- - . � � ++ 11 ___ , , . ��
+ 0 - 1. I I i Q � I;
,, I . I I . + PARKING � I . / I - - : . i. s F ` '
� QQN$TRUCTJON- i . - � � + IEEr � 1 6)
1 �_lw___�_ = . . I . ++++. + + ++. I �
I - - . ,. I 11 I I .. I . , I I I . I -------T I . ! I 11 I;;
I - pt WIM WITH < : � . .. . . .; I . -
I . - I ! I ;
, ITT-_1 Tol �r � , I �
T � �
! , I i�pt,-_,T,�"`,� ", -1., - - �, . I . � I % . I I . . � I I
1 11 i . . �. : I
I I I � : I � - � X, . .
.- , � - _�t �
; i -1 1. - � __ ___7i . - - �
� � I- 1, : i � - I � i .
! ,, I I I . I 1� ! I I �
I i
. � � . !
I � � I * � . I I �
I I . � . I
-■
MATCH EX.
-
-
� OTES GRADING AND GRADING N f ROSION CONTROL NOTES
1 q °� q q
V THE N.W.I 4 OF SECTION ION 1 T2 I N R5E N.M.,GRADE SITE TO THE GRADES SHOWN PER 1. WITHIN THE CITY OF AUBURN ALL REQUIRED SEDIMENTATION AND EROSION
H / ' 9 � � 1, THE CONTRACTOR SHALL G E THE S 1
p' I p ^�
THE DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR IS RESPONSIBLE CONTROL FACILITIES INDICATED ON THE PLANS MUST BE CONSTRUCTED AND
AUBURN, U R N WAS H I N G I ON FOR FOLLOWING THE REQUIREMENTS OF THESE DOCUMENTS REGARDING IN OPERATION, PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION
ALL PAVING SECTIONS, CONSTRUCTION METHODS, AND OTHER SOIL ACTIVITIES. THESE FACILITIES SHALL BE MAINTAINED AND UPGRADED IF
CBg TYPE I RELATED REQUIREMENTS. NECESSARY TO INSURE THAT SE MENT- A N DI L DE WATER AND STORM DRAINAGE
RUNOFF DOES NOT IMPACT THE ADJACENT
' RIM =.70,80 2. THE CONTRACTOR SHALL SUBMIT ANY REVISIONS TO THE FILL SOURCE PROPERTIES, NATURAL DRAINAGE
i WAYS OR THE EXISTING CITY STORM DRAINAGE SYSTEM IE = 6$,37 PROVIDE CATCH BASIN (C.B.) SPECIFICATION, AND HAUL ROUTE. PLAN TO THE CITY OF AUBURN FOR � S M
2. THE SOURCES FOR ALL MATERIAL IMPORTED TO THE SITE SHALL E APPROVED
PROTECTION PER C.O.A. EX. SDMH REVIEW AND APPROVAL PRIOR TO PERMIT ISSUANCE. Buu�
CB 3 TYPE I i
EROSION-04 AT ALL CBS RIM=72.15 BY THE CITY.
RIM = 70.54 �, _ 3. BY GRADES SHOWN ON SHEET C3.
IN STREETS ADJAECENT TO IE-68:15 24 S 3. THE STORM DRAINAGE DETENTION RETENTION IF INFILTRATION SYSTEM IS USED ;
bb
SITE. & EXIST. ON -SITE CBS 1E=67.95 24 E SEDIMENTATION AND EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED:
A _ DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED
APN 072100 9008 TEMP: V" DITCH REQUIREMENTS FOR EXPOSED SOIL STABILIZATION R Q TAD
EX. PEDESTRIAN t.
RADES
SITE CONDITIONS, ADDITIONAL DRAINAGE AND EROSION CONTROL FACILITIES
G SLOPED TO DRAIN ,.
a ^o DENUDED AREAS AND SOIL STOCKPILES MUST BE STABILIZED ACCORDING TO N '
CROSSING N T Z D G THE FOLLOWING
� MAY BE REQUIRED UIRED A ,
(EX. ASPHALT PARKING R Q S SITUATIONS WARRANT DURING CONSTRUCTION, THE
TYP. EX. ASPHALT PARKING ( ) � _ ,
( ) TO TEMP. TRAP �{ 7 SCHEDULE AS RE UIRED Y THE UILDING OFFICIA .
EX. OLD � SIGN � 1 Q B B L
p IMPLEMENTATION, MAINTENANCE REPLACEMENT AND ADDITIONS TO .THESE
1 M
F . 6C'�
W FENCE X. CONC: _ BARBWIRE � w 40%I � m
E
7 ^ CONTROL SYSTEMS SHALL ,
APN 122104 902 . F Y TR LL BE THE RESPONSIBILITY OF THE PERMITTEE,
;, 1.. FROM MAY 1ST TO SEPTEMBER 30TH ALL DENUDED AREAS .FINAL GRADE AND ALL
EX, 6 CHAIN 17 PINE SPLIT :CURB
(SPLIT) o :,. 4. THE TEMPORARY EROSION CONTROL FACILITIES INCLUDING ALL PERIMETER
EX. CONC: o EXPOSED AREAS THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN SEVEN , I
F � ,� d POPLAR o
LINK FENCE � � .,
w CONTROLS AND THE DETENTION RETENTION IF INFILTRATION SYSTEM IS USED r
N.W. CORNER SECTION 18
CURB o �, � 12 PINE ----_ � _ ` ; DAYS SHALL BE STABILIZED WITHIN 10 DAYS. ( )
-
.
CONCRETE MONUMENT 9 POPE
2 - CONTROL PONDS SHALL REMAIN I PLACE UNTIL FINAL SITE CONSTRUCTION IS
_
FOUND -a- . - - N FROM OCTOBER 1ST TO APRIL 3 A EXP S S01 AT'FINAL GR S TA Io
�-„ � � � , .,,..,,:,:,.,. ., � 2. OTH LL 0 ED LS ADE HALL BE 5 BIL ZED ' ,
,� „ .. 16 PINE ,. � � 1 � ...., ', '"'
IN CASE W BRASS DISK & X ==: 17 POPLAR
o 72 COMPLETED. AFTER CITY APPROVAL fHE CONTRACTOR WILL BE- RE5PONSIBLC �°�
: . ......:.:.::.. IMMEDIATELY USING PERMANENT OR TEMPORARY MEASURES. EXPOSED SOILS T AN AREA
` - ' . .-•�
/ 11 � 1 � :. EX. GRAVEL WI H
- -
:..: I � - FOR REM VINE ALL TEMPORARY
LAR Q F CILIIIES. tad
HELD AS PLAT MONUMENT)-22 POP , ,,,,,.... �,A
( ,,,,,,,,,,,,;,, 8 PVC \ � � - - GREATER THAN 5000 SQUARE FEET THAT SCHEDULED TO REMAIN. UNWORKED FOR MORE
r�l _
69.75 I ❑
..,• , ��-�•*� r 5, THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE AS NECESSARY TO
IE 69:27 THAN 24 HOURS AND EXPOSED AREA OF LESS THAN 00 SQUARE T THAT W ,
„ T. N.E.
S E S 50 QUA FEET WILL '
I EX SSMH . `� o ' - S
EX: 9 .GRAN I ..::::.. ,, --- --- NTH
�.,,, - _ -� - - - - - REDUCED DUST EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY: THE
RIM-71.25 -- $ � w-- _.--71 REMAIN UNWORKED FOR MORE THAN TWO 2 DAYSSHALLBE STABILIZED IMMEDIATELY; _ x
LINK F CE - O
CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED PUBLIC ROADS A5 NECESSARY :'.
\ E : EDGE 53 E , ...:.:... � 70 1 1 ,
7 N '•
. .,..,,.. _ STABILIZATION SHALL CONSIST OF MULCHING Y I N
I - 4 0 N12 , ... 7 .80 ,,,, .., �. TCN _- I I S ULC OR H DROSEED NG, MULCHING SHALL BE TO REMOVE MATERIAL DEPOSITED AS A RESULT OF PROJECT. CONSTRUCTION ,�
IE 6 .8 ,: RAVE � ............. � � FEEL I �� EX. DI � 7�---
'. » ��w ❑ ( ---- -- HAY OR STRAW. APPLIE AT A RATE OF 100 BAL S P R ACRE APPROX. 2 TH CKNESS . ACTIVITY. �
070700o I h
0 0 v- APPLY MIXTURE AT RIGHT TO PREPARED SEEDBED AT A RATE F 5 LB 1 000 SF.
I � .�.�� � � TO BE c X; DI CVO, B 0 / , 6. ALL AREAS OF ACTIVE EARTHWORK .WHICH HAVE THE POTENTIAL FOR EROSION... r�
,� 3 18 � .d I � 70� E o I °�-�15 RCP IE=69.20
8 PINE L o �� o I' pry
I i AND SEDIMENTATION IMPACTS ON ADJACENT PROPERTIES NATURAL DRAINAGE
� 71 50 71 �
0 9 VACATED �
IIIo EX: :WOOD POST
J o 24LF 12 - _
_ I _
o
„ E- - EX: CONC, PYRAMID
9 PINE - = - - .._------79 0 D,LP. ®0.40%
I ^ E - - - I BLOCK BARRIER
EX.I PROPAN = E 1 - _
0
/ l
/ I I K - - EX, SDMH
EX: 6 �.. EX. 6 CHAIN L N - I
/ 0 _
N RELOCATE T ___-----
F FENCE, f. TE N CHAIN E R G CH 1 N. - I RIM 72:11
r
I , i u 6
I r
- ,., 140.50 I -
�' G SITE IBM: EX. WOOD -69 11 8 W REPLACE
LINK' 0 29 53 1 IE
N8 I
A
O =
J _
,� NAIL IN U.P. 5 I BOLLARD W/ 12 ®IE 68.26
M I
11 C
Il
EX. SS N I
r - -
--- - - - EL-73,00 72LF TEMP. 8 � I I IE-68.21 24 S, N
/ S UILD NG P L LOAD f
/ RIM=70.64 E = „
. , PVC SDR 35 I IE-6 .21 15 E
T
V 8
IE 65.20 N 10 PINE F.F. 74.00, PR OAD 0 I A
I EX. PROPERTY LINE 5 ®0,40%
I - 30 S E I I L27LF 12 D.I.P.
IE 65. ,
TYP. I 1 2
NEW BLDG I
I I TO BE VACATED �� � U.40i
MATCH EX.
� I
EX. 15 SEWER >> o FOOTPRINT
q 1 r2i I , o
I of GRADES !�
N
� h r. �
: Imo.
REC. '' N0: � - � �.e.. �d ..� 69. � TEMP. SEDIMENT TRAP BASE 4 X32
o ^ I ,I
1 i
�., TYP. I _
I VOL. 381 TOP 20 X48 SEDIMENT � /
20070215002024�1
'J 11 19
I I
10 PINE -
GRADES n PROVIDE 1 FOOT DEPTH OF 2 TO 8
m I 1
I
TEMP. RISER RIP -
RAP RIP RAP DITCH ENTRY 4 _WIDE FROM
MATCH E LOT 9 /
PIP &CONTROL I
GRAPES ® �,
40 0525
E TOP OF TRAP TO BOTTOM TYP.
0
APN 6053 I
� � I
TYP, , STRUCTURE .PER I I
c? I o DTL 1 C2
L 25 APN 182105 9130
EX. ASPHALT F- X. LOT LINE 67 c-
( ) I x �. E
/ `'� � ' (+) BE REMOVED -I 6 � I
KIND AND VARIETY OF
PERCENT BY
MINIMUM PERCENT
MINIMUM PERCENT
SEED IN MIXDRE
I T
PURE SEED
GERMINA11Q
COLONIAL BENTGRASS
(HIGHLAND OR ASTORIA)
1079
9.80%
85%
RED FESCUE (ILLAHEE,
RAINIER, OR PENNLAWN)
40% -
39.20%
90%
ENGLISH PERENNIAL RYE
50%
29.40%
90%
WEED SEED (MAXIMUM %)
0.50%
INERT A THE CROP E AND OTHER S
(MINIMUM %)
1.50%
TOTAL :
100.00%
1
WAYS, OR THE EXISTING CITY STORM DRAINAGE SYSTEM MUST BE STABILIZED
ACCORDING TO THE FOLLOWING SCHEDULE:
`
FROM MAY .1ST TO S P E TEMBER 30TH AREAS AT FINAL GRADE AND THOSE
THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN SEVEN 7
co
DAYS SHALL BE STABILIZED.
,„ uo_
cti
FRO T M OC OBER 1ST TO APRI 0 A
L 3 TH E RTHWORK 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 FEET THAT WILL REMAIN UNWORKED
77
FOR MORE THAN TWO (2) DAYS SHALL BE STABILIZED IMMEDIATELY.
APPROXIMATE FILL/CUT TYPE
:
PE 11F STRUCTURAL
SPECIFICATIONS OR S UCTURAL FILL
G
s
f
FILL MATERIAL TO BE CLEAN, WELL GRADED COMPACTIBLE MATERIAL PER THE
�1=
PROJECT SOILS REPORT (CLASS "A" RECOMENDED, CLASS "B" W/ OWNERS
AUTHORIZATION) WITHOUT WASTE AS DEFINED IN WAC 173-304-100. SEE
PROJECTS SOILS REPORT FOR FURTHER SPECIFICATION/INFORMATION EARTH
I TO = EARTH WORK VOLUMES;
X I i X 6' CHAIN
I w I _ E. C = �k
6 _ 1 LINK FENCE
EST. CUT 408 CY (INCLUDING STRIPPING
I EST. FILL = 7
EX. ASPHALT L 1,9 5 CY TO FINISH GRADE � ,
-- o
RELOCATE
:
HAUL ROUTE INFORMATION
EX. AIN' ^� l 69,70 � I I H .... '
I w I _.4 I PEDESTRIAN TRAIL EST. FILL = 1,890 CY PRELOAD
I FENCE
, 1 � T O E. I I .
I - L 15 TYP, 1. ALL MATERIAL BEING HAULED TO THE SITE WILL MEET OR EXCEED
I �k CONTRACTOR TO VERIFY
N ,PROP. r - - I
THE GEOTECHNICAL ENGINEERS SPECIFICATIONS FOR STRUCTURAL
P IFICATIONS FOR GRUBBING
LINE. TO LOT 8 � INSTALL, TEMP, FILL. MATERIAL BEING HAULED FROM THE SITE. WILL BE NATIVE �-
�1 _ S _ " o
1 71`PII�E i ALL AREAS TO BE GRADED
REMAIN - - _ 0 I TEMP. V' DITCH CONSTRUCTION MATERIAL DEEMED UNUSABLE AS STRUCTURAL FILL SHALL BE CLEARED OF VEGETATION,
I I APN 605340 052 I f A �
SLOPED TO DRAIN � I h ENTRANCE PER 2 TOTAL UANTIITY OF MATERIAL EING HAULED IS APROXIMATELY BRUSH, AND ANY OBVIOUS EXISTING DEBRIS, AND STRIPPED OF ANY
EX. S.S C.O. �,- t'` I Q B
�� `,� I 'TOPSOIL AND UNDERLYING SOILS THAT ARE SOFT LOOSE AND/OR
IE=65.8f TO TEMP, TRAP CITY OF AUBURN 3,865 CUBIC YARDS. 1
L --� R Tl F T CONTAIN SIGNIFICANT AMOUNTS OF ROOT AND OTHER ORGANIC L
® 0.40% o I I STD, DTL 3. DU A ON 0 HE HAULING ACTIVITIES WILL BE APPROXIMATELY "
S.S.C.O. STUB ( g
( ) I w
I _ � .,,� � ) \ ` � EROSION-01 (7) WORKING DAYS. WORKING DAYS ARE DEFINED AS MONDAY ,, MATTER. A 6 DEPTH OF STRIPPING IS EXPECTED,. MORE OR LESS; � w
1E=66.4� I THRU FRIDAY HOWEVER, STRIPPING SHALL TAKE PLACE TO WHATEVER DEPTH 1 I FROM 7 AM UNTIL 4 PM. WH S
EX. CONC. PYRAMID 4 ESTIMATED U NECESSARY TO REMOVE ORGANIC MATTER AND SOFT/UNSTABLEcry
70.30 I E TED Q AN1TTY OF MATERIAL BEING HAULED PER DAY IS
MATERIALS FROM BENEATH AREAS TO BE FILLED AND/OR PAVED.
I I I I T � - - o � I I I BLOCK BARRIER ,�:, � 552 CUBIC YARDS. /
0 PINE o 69.,;0:_
1 I I STRIPPING SHOULD EXPOSE MEDIUM :
I I ;__,• --.. I _ -_. 5. THERE WILL BE APPROXIMATELY 2,3 TRIPS PER DAY TO FROM ED UM DENSE, STIFF, OR MORE
s -j COMPETENT, NON -ORGANIC EXISTING SOILS. ' SE P r,
U,. THE SITE. E PROJECT SOILS _
EX. PLANTER _ - - -i 6. ESTIMATED START DATE IS DECEMBER 6 2011. REPORT (IF ANY) FOR FURTHER SPECIFICATIONS.
7. ESTIMATED COMPLETION DATE IS DE_CEMBER 14 2011;
1CLEARING/
I " 4 EX. WOOD
* PEAR 8. HAULING HOURS ARE `BETWEEN 7 AM AND 4 PM.
� 1 � 0 � � \ AR -:> I
i
I - - -/ � .BOLL D
lION » r F r ,- -
CONSIUG -== - W- - - - cX: STEEL GAT' ®
- - - _ - _ - r 9. HAUL- ROUTE WILL BE 'NORTH SOUTH ON THE VALLEY FREEWAY DUST - 'CONTROL NOTES
- - W T� L GATE WI /
- - - - I EX. S _E
IT TYP, - - - _ --
I LIMITS _. - - � � POST...
167 E 1 T T1• 1 ..: TO THE 5TH STREET NW EXIT, EAST ON 15 i
E I
EX. ROOF - I �,5 W/ POSTS 1. CONTRACTOR SHALL_ MINIMIZE THE PERIOD OF SOIL EXPOSURE THROUGH USE
i �
I � I 73 I � STREET. NW THEN SOUTH ON AUBURN WAY NORTH THEN WEST
�- 1 1 -
MATCH EX. OF TEMPORARY GROUND COVER A
� OVERHANG i � � I I A A VE AND OTHER TEMPORARY STABILIZATION ,
(EX. _ � ON 7TH STREET'NE, THEN NORTH ON A STREET N AND TO ,•
X. ASPHALT L _ I ,, 1 1 ; E, E
(E ) o E EX.' CONC. ^� A A .• PRACTICES SUCH AS SEEDING A GRADS 3 30 ,AND MULCHING, AND EROSION BLANKETS.
GRASS)' EX. CONC: I H A I _
TYP'IV. WALK &
THE SITE. LEAVING THE SITE WILL BE SOUTH ON A STREET -,
� �, � L. DURING CONSTRUCTIO
N ON AND DRY WEATHER SPRINKLETHEIT
_ � � � I , SITE WITH WATER
2 D 1N R.t).W, R.O. NE THEN EAST ON 71H STREET NE THEN SOUTH ON AUBURN
W I EX: EX. ASPnALT c ..: . :
STAIRS / I ^ !
A N R; UNTIL SURFACE AREA IS WET. REPEAT TH
EX: 9 CH t G5 I WAY N THEN SOUTH ON AUBURN AVE, THEN WEST ON 3RD A E PROCESS AS NEEDED DURING
�, I CURB PAVEMENT 1
LINK FENCE EX. 2 STORY _ A A S THE DAY,
I F INSTALL O �� - - STREET NE, THEN NORTH ON C STREET NW, THEN WEST ON
r r EX. ASPHALT d I �D .
RESIDENCE NCc I
3, ALL TRUCK TRAFFIC MUST USE THE CONSTRUCTION ENTRANCE AS DESIGNED
SILT FENCE AS �� . 15TH STREET NW TO STATE ROUTE 167. SEE VICINITY MAP
PAVEMENT I � �, . ;
REQUIRED BY LAYRENTYEV, PYTOR �'
AND SHOWN ON THE T.E,S.C. PLANS TO PREVENT CARRYING MUD INTO STREET.
'.DIRECT RUNOFF `�� I ..:'. $ I � EX, CB SHEET C1.
/ CITY 1NSPECTOR LOT 7 I _
I 4. ALL OPEN BODIED TRUCKS TRANSPORTING FINE MATERIAL TO THE SITE MUST
FILL SLOPE TOWARD A S �� EX. CONC. I I RIP11-72.55
PER C.O . TD
-0515 I D/W ti I I N I BE COVERED TO PREVENT DUST FROM BLOWING FROM THE TRUCKS.
DITCHES TYP. E OSION-03 APN 605 440 ,� }-® IE 68.95 8 S I �„
DTL R r I I I = „ r DURING CONSTRUCTION, ALL PROPERTIES AND ALL PUBLIC S
o IE 68:95 12 SE �,, STREETS ADJACENT
lip c) I _ 48 CMP STANDPIPE OPEN TO PROJECT WHICH WILL BE USED Y CON
IE 68.8� 12 E B CONSTRUCTION .TRAFFIC SHALL BE KEPT.
J ( N I r TOP OF TRAP TOP, CLOSED BOTTOM C..
CLEAN OF ALL MATERIAL DEPOSITS:RESULTI G FROM ON -SITE CONS _- - - - X. (4) MAILBOXES � � IE=68.80 24 N � r N TE CONSTRUCTION.
* RETAIN EXISTING POPLAR TREE, `� ( ) INCASED IN CONC.
EL 771,00 MIN, OVERFLOW
W FILTER FENCING .- -- a �� ��
PROTECT / I I
INSTALLED AT DRIP LINE PRIOR EX. 6 CHAIN EL - 71.00
I LINK FENCE �i____^
0.5' W.S�E-LEV'.
r
NOTE
1. ALL FILL MUST BE FROIM A CITY
APPROVED SOURCE,
2. THE CONTRACTOR SHALL SUBMIT ANY
REVISIONS TO THE HAUL ROUTE AND
SCHEDULE TO THE .`CITY PRIOR TO
T ISSUANCE
TO ANY GRADING ACTIVITIESAhou
I
1 J � r
CURB EX: PLANTER 4po 2 �
9
2
I o.o(� , po 0 0 0
1 , . 1 Y�" WASHED ROCK
• EX, CONC. I �- I I I 0.,. ,Uvn � o ., °o � --"1, �'
THE GRADIN G PERMI
1 ALL ON SITE TREES TO BE RETAINED
UNL S NOTED OTHERWISE.
4. THE CONTRACTOR SHALL TAKE.,
MEASURES TO PREVENT ANY SILT
,LADEN STORM WATER RUN-OFF
FROM LEAVING THE SITE.-
UTILITY
CONFLICT NOTE.
C,IAQTI. ,
ONO
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH
OFAEI. EXISTING UTILITIES NMETHER SHOWN ON THESE PLANS .OR NOT BY POTHOLING THE UTILITIES
'
AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS
A L I CLUDE CALLING UTILITY LOCATE ® 811 AND THEN POTHOLING ALL OF THE EXISTING -
SH. L N R O NOT
UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHE R 0
CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES 'AS SHOWN ON THESE PLANS ARE NOT
I
GUARANTEED AND ARE SUBJECT A C TO VARIATION'. 1F CONFLICTS SHOULD OCCUR, THE
CONTRACTOR SHALL CONSULT POET ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO
PR`EpINq WITH CONSTRUCTION.
_T LA N D/W I
�o
1 20 _ �h � EX. CONC
yl WALK
EX, CONC. I
D/W _
LEGEN
DESCRIPTION
WATER LINE
SEWER LINE
STORM DRAI
STORM MANI
CATCH BASI
SEWER MANI
WATER VALI
FIRE HYDRA
WATER METE
SPOT ELEVA
POWER POLI
OLE
T
0.50% „ 1--1.75' SEDIMENT r
1 DIA.,'fYP., 40 HOLE
s MIN. I4 10 27
, STORAGE .Q
O.C. PERFORATIONS SHALL 8E LOCATEDAREA�"�
T.�.
OPEN BOTTOM = 66.75 WITHIN THE LIMITS OF THE GRAVEL CONE S/n
NEW EXISTING DESCRIPTION NEW EXISTING
, 12 .:RISER PIPE OPEN SEASONALGROUND
-` - WATER TABLE ESTIMATED
TOP 0 70,75
- - + - = P EL 66.75
N POWER VAULT
�- 6" CONC. BASE SLAB ON
EL 64.75 r
CLEARING LIMITS.. ,.,. - COMPACTED GRAVEL BASE - -SS- - DATE
- SILT FENCE I 1 SEDI-,
JULY 2011MERT EI
�•
CONTOURS 2 N. F I
i , DEWATFRING A� BE I .. :..: , ,.
(- M REQU RED) ..
,MO00
I
V` DITCH W/
DESIGN BY
0 ROCK CHECK DAM
A.F.P,
RECORD DRAWING CERTIFICATION
PROJECT Rr.r. rr.
GRA11-00%'1
c�1
- --- ., JOB N0.
HS V 6 11
- ..
10 054
r � r
> c: r n
ROC QUARRY 5 ALLS H DRAWINGS CONFORM R THE CONTRACTORS THESE PLANS Aic P K Q P THE' DR NG� ON 0 M TO � PROVED r JR
i
REV. DATE
� ��WITH f 1 � ,, BY DESCRIPTION
CON �TRUCTION RECORDS. CONFORMANCE ,KITH THE CITY 0, „USIJrRN S
SHEET NO.
ENGINEERING DIVISION RE UIR MP,!
I� 1 10 19 11
G,MO PLAN .CHECK REVISION.
BY: -DATE:
CB.PROTECTIONkv�2 11 09 11
G.MO PLAN
� � L N CHECK REVISION =
APPRO !_D BY.
TITLE POSITION_
3 11/22/11 G.MO PLAN CHECK REVISION
CONFIRMED BY CITY DATE: f_ 1
DA APPROVED. _ 1.LJ�! --
SHEET OF ,
11
i
I
I ,
I
LOCATED IN THE N.W. 1 /4 ;:OF SECTIOW 18, T 1 N, R5E, W.M,,
AUBURN, WASHINGTON
EX. OLD
BARBWIRE FENCE
27LF 12" D.I.P.
125LF 8" PVC ® 0.40%
CBJ2, TYPE I SDR-35 PIPE/ APN 072105-9008 CI3 3, TYPE I c!. �DMH D-15 CROSSDEGSTRIAN
RIM = 71,14 TRENCH 4 0,40% RIM `= 70.64 RIM^ 72:15 SIGN
OPEN GRATE PER DTL 4/C3 (EX, ASPH PARKING) OPEN GRATE (EX. ASPHALT PARKING) �n�`j' !�-08,15 24 S �
IE = 6.8,97 IE = 68.47 lc=o7,95 24' E
APN 122104-9027 ,� �w EX. CONC. { -
EX, 6 CHAIN
EX. CONC, 17" PINE (SPLIT) L ° CURB
LINK FENCE h ° „ `P�l c7 PCP,1 AR o
N.W. CORNER SECTION 18 �' CURB _ _ -- ��, 12 PINES __ �� M
n
ti =- tr—
FOUND CONCRETE MONUMENT „ P 72 n, ;�, - - -
T16 PINE - - 0 9 PO Lit „:, „ ,::, �,,,,,,,,,,,,,,,,,;;,; ,;;; �, ,� - - �......:W, EX. 'GRAVE
IN CASE W/ BRASS DISK & "X" ��� 17 POPLAR „ �� - , GR L-72�
(HELD AS PLAT MONUMENT) 0 22" POPLAR o �� 8 PVC I n _ 1
>> 24LF 12 D.I. r \ �, - - ',�!?
- EX. 9 CHAIN EX. SSMH o� ° �, ::, �„' --o . - -
O \ E• ® 0, 40% 19 2 7
LINK E CE RIM=71.25 ......,.... 41f - -�8° W - - - - - - - — _ - _ _71
71 L IE=64.90 S ,� ,,,:EEX, EDGE N S6'29'53�E 146,50 �E -.. " �1,,,,,,;,,,;,,;, '� /�� —70—'
IE=64,80 N r 12 . 5 RAVEL
.� �E-�s""" X, ,crL�o` ^,., �, I _-7
° - 7
134LF 8" PVC SDR-35 I 1lo
-�---70� o / � I� I � P`� 15' RCP IE-69:20 �I
8 PINE l.�, 73,27�° �� ° - 71
PERF PIPE/TRENCH . IE O I I EX. WOOD POST
r— a° r `
® 0.40% PER DTL 4/C3 0� r <73.27a ° 5% • v . ° : r- ° \ I I 1 _ AID
' . .,, U � I ,t. CONC PYRAh
9 PINE o_ .J 0 68.62 \ \ I I I BLOCK BARRIER
4 73.86
EX :I PROPANE �✓ � \�. 1
/ I
EX. 6 - I , 73.86 74.00 �i EX. SDMH D276
CHAIN 72.00 --- -
_ - �� I RIM=72.11
f LINK _ - - N 86,2g'53" E 146.50 " PVC SDR-35 73LF 8" PVC 1 I 1 EX, WOOD IE=69,11 8" W, REPLACE
/ o DO SPOUT TYPICAL, 1A' ® I "
EX. S—SMH - ON�OWNSPOUT N E 11 B U I L N SDR-35 PIPE/, I f A„
C RO DRAINS C5 I BOLLARD W/ 12 0 IE=68,26
S 1,0% N d L-68.21 2� S N
RIM=70,64 TRENCH ®1.0% I „ r
- TO T1GH NE PER 5,778 S.F., TYP. U,N,O, 5' PER DTL 4 C3 1
IE-65:20 N F.F. 74.00 I I_--o8.21 15
110" PINE DOWNSPOU Ofi.NECTION TO / r
1E=65.30 S,E I I INSTALL CB D275 ON
DETAIL 6 C3 1"J J „
I
i END OF 12 D.I. �
a. I
EX. 15 SEWER PERVIOUS 7J �o. ° H 70.02 IT f I TYPE I CB R
N -
REG. N0; ,� CONCRETE /----- , _
I o I RIM = 70.80
7 15002024
200 02 PER DTL 1 C3, / f� „ �I h OPEN GRATE
10 PINE � a ° � � i I "
4 6
T T . 7L F i
16 YP _ 0
m • .. � � � I IE - 68,37, 5LF 12 D.I.P.
I
e — I I
LOT 9 73:90 ° PVC SDR 21 CB 4 TYPE 1 TO SOU1 IH 0 5.0%
PN 6 5340 0525 O RIM 71,50
I
w
L a III
1.GRATE
_ ( o _
o �5 IE 69.25
N 18210� 9130
E.X. ASPHALT � �- ,�, YARD .DRAIN „, SCI
I / w RIM - 73.20 59
Imo, 1
1 (+) 72.00 -
w IE = 70.70 I I I
I °� < I I { GRADE SWALE TO DRAIN R.O.W.
EXAIN TO CB#5, 95LF 02.80% (t)
j LI FENCE 1
I o W
I f
I OIr
N PROP. I o ,.�o
71,28 I i
LINE LOT a �� 1
7'_PIIVE_ }� SS APN 60530-0520 72.60 ,�� I l
EX. S.S.C.O: S- t` �:,
74.00 LOW I I� - 44" PAVED PEDESTRIAN Q
IE-65.8t �' POINT I { PATH 5% MAX. SLOPE
L , �� TCP � s I
I_ S.S.C.O: (STUB) I j T _ 73.50
1� co I I _� EX. ASPHALT
j 1E=66.4f I 1.4 PEDESTRIAN TRAIL
d
7310
EX. CONC, PYRAMID
10" PINE o / ° . i I II BLOCK BARRIER
EX. PLANTER .� a t /
CB 1 TYPE 1 ° , ' I ❑
,OIL WATER_SEP, I 72 17 OF AR o 8 �L9'S " 173.1\ ,18�� I EX rroOD \
PER DTL 3/C3 _, H / B01 „D \
-- _ _ =-rr-=-= _ _ I EX. STEEL GATE.
_ �N - AT
RIM 71,67 f - - - - I EX. STEEL, G E:
1E = 69.50 I EX, ROOF - - - —i - - -} - -� I G,5 �W/ POSTS `� .% POST
f I EX. OVERHANG .�j 2' LONG X 2' WIDE X 1' WIDE CURB 28�73�
(EX. ASPHALT) �Do GRASS) - -'12" DP RIP RAP PAD '
BREAK, CONC, { EX. CONC. I 30 30 n I
50LF GRASS LINED USE 4"-6" ROCK CURB PER DTL D/W /
EX. 9' CHAIN --�_ '` �)�QUARRY SPACES � R,O,W, R,O.W. I IEX: ,�� EX. ASPHALT
WALE 0 1% G53/Cl, 1OLF EA.LINK FENCE `.. SIDE, MIN. I ILDI
URB PAVEMENT
1 EX. ASPHALT I - - _ -
,- EX. (2) STORY �� -PAVEMENT
LAfRENTYEV, PYTOR RESIDENCE
EX, CB 0256
SEE AUBURN STD. LOT 7 ^^ I EX. CONC. h { rr
DTL. STORM-07 APN 605340-0515 I D�W I ( RIM= ,9.5
IE_68,9.5�„S
FOR FOOTING 1_ ® IE=68.95 SE
DRAINS, TYP. Cl
-- J IE=68:85 12',E
EX - . i(4)- MAILBOXES - -- �o � I ,� IE=68.85 24 N
�-EX. 6' CHAIN
SITE GRADES SHALL PROVIDE A GENTAL SLOPE FROMI I LINK FENCE
THE BU�LDING AND PROPERTY LINES TO THE ON -SITE o� E X.
�
CATCH BASINS. CONTRACTOR MAY MODIFY WALK & ��� , �' CURB i ,n Imo-
YARDR GRADES TO ACCOMMODATE THIS REQUIREMENT, 1 EX. PLANTER
0 1I
YARD DRAINS MAY BE ADDED TO INSURE PROPER EX. CONC. I i
DRAINAGE AS/1F REQUIRED WITH ENGINEER/CITY D/W { I
INSPEC OR APPROVAL: EX. CONC
h
WALK II
EX, CONC,
GRADING PLAN °/W
STORM DRAINAGE� �
1,'=20'
NOTE:
1. SEE COVER SHEET C1/ARCHITECTURAL
SITE PLAN FOR PROJECTS DIMENSIONS/
HORIZONTAL CONTROL FOR THE
DEVELOPMENT.
2. CONTRACTOR TO LIMIT PAVING SLOPE
TO 2% (MAX.) AT H/C STALLS AND
PEDESTRIAN ACCESS AREAS, TYPICAL.
UTILITY CONFLICT NOTE:
CAUTION:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH
OF ALL EXISTING UTILITIES WHETHER, SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILII1ES
AND SURVEYING THE iHORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS
SHALL INCLUDE CALLING UTILITY LOCATE ® 811 AND THEN POTHOLING ,ALL OF THE EXISTING
UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT
CQNFUCTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT
GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE
CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO
%CEEpING WITH CONSTRUCTION,
SEWER LINE
STORM UNE
ROOF DRAIN
WATER LINE
FIRE HYDRANT
WATER VALVE
WATER METER
CATCH BASIN
SANITARY SEWER MANHOLE
CONC, CURB
SS
- = =SS- -
PARKING
SD --
--=SD- --
RD -- ---
SPOT ELEVATION
W ---
- - --1,d - -
AC PAVING
PERVIOUS CONC,
®
FR
LANDSCAPING
0
FENCE
I
i(D
XX,XX $
pol
RIM = 71.50
OPEN GRATE, .244 MIRAFI 140N FILTER 6" (+) SECTION PER ARCHITECTURAL
FABRIC CENTERED OVER OR LANDSCAPING DWGS.
\ VV\ y
v VV TRENCH
X �f — — Z
cl-
�I
I
ri
1
Y
A
ED IN THE N.W. 1 _ CT 4 0 S LOCATED F SECTI
ON N 1 T 0 S 2N R5LW
AUBURN, WASHINGTON
EX. SDMH D-15
EX, PEDESTRIAN
APN 072105-9008 CROSSING
RIM=72.15
SIGN ;. EX: F,H.
IE=68:15 24" S ^�
X. ASPHALT PARK
r LNG EX. ASPHALT PARKING
X, OLD � 1 -
IE 67.95 24 E �
i
APN 122104=9027 BARBWIRE FENCE X N EX: CONC.
EX: 6 CHAIN XCONC»
PINE (SPLIT) L CURB
E• . 17
N.W. CORNER SECTION 18 LINK FENCE CURB - 12" PINE 7 POPLAR o
FOUND CONCRETE MONUMENT » 72; - - - -
16 PINE 9 POPLAR
AS W S DISK X o - -W -
IN CASE / BRAS DI & 17 POPLAR -
" 1� � 72
HELD AS PLAT MONUMENT POPLAR - '
.
22 P L R .., . ......... ......:..:. :... EX. GRAVEL
�8
1 { .... - ^
EX. s MH i
J
s . . IE-69.27 ...:,
X. 9 RAIN .... „ 5 - � .:,:
RIM 2 8
T
N .E
W-,
� W
LI
NK F CE- � 8 W
IE=64.90 S_ F " 0 _� --X-- -�-� o __ 71
71 EX. 'EDGE E 146.5 .^.�,.......,
I N 86 29 53 ... � .::. .:........ .,,,.. I fir- ___-7
I _
s I 12 7 RAVEL X--*- "�{ --TEEL-- �� _____--70
- E - D
- I -
71
.
i
,
»
13
70
I 8 PINE ,.. I
I + 44 _ 1 15 RCP IE=69.20
a.
. ., EX. WOOD
POST
d
•- f
V
1 9 .PINE ... °. : . -$f EX: CONC, PYRAMID
0
J I
M a I
BLOCK BARRIER
- RD I I
E X. 6
EX. PROPANE. , - e ;' ° . . • -
0 0 1
I
1 I _ EX, SDMH 7
i
D2 6
I CHAIN
RIM 72.11
LINK 2
.5 0
146 „
I - SPRINKLER
N LER,.. • : - � 862953 � IQI
1 o
EX. HOOD IE-69:11 8 W
� � ` •..•;-SUPPLY
7 LD
EX. SSMH - ,. IBUILDING _.�_.° BOLLARD
-- --� - NEW
° ,..I._�
� I .RIM-70,64 d 0 � I IE=68:21 4 i 3 30 12 S, N
O. r a
.h' 3 = „ 5 7 S.F., F.F. 7 »
IE-65.20 N E ,4 8 4.00
10 PINE � IE=68.21 15 E
R. 0. W.
I R.O. W.
I IE-65:30 S;E � �. SPRINKLER � P.I. 2
ROOM
M
I
E: 5E X 1 SEWER
�+
I
N 6 P
REC, N0, PLY
I •. i I
r,
. U
1 ,.
G .
20702150024 0 0 2I
I
I
10 PINE
I I0�m :
a. I •4 . fa
co
- W
� LOT 9
4P3R.O2
DOMES
�25 TIC.
APN 605340 WATER N }I
T 0 P A II
II
I I
I
1
o ;� : ... • '.' . •.
SUPPLY o � :PUMPER I I
Id
I
o
...., ° CONNECTION _
II
I (EX. ASPHALT) x �, I a, ,D 2 N U APN 182105-91 S0�
9 3
w I�
I ,
I I
(
I X I
w
I-
I
a
EX. AN I -- - EX: SHALT
I I
�.,
PEDESTRIAN
rNPROP.
FENCE ..4 ;: ;:;N . _ I
� TRAIL
EW 6 kP'VC S DE ". ,.:SEWE 2.
R_ �
I �• 4 I
LIN
E
LOT 8
1
� O -: 1 I I
I
APN 605340!0520)I I
S
WATER NOTES :
:
,
1. INSTALLATION OF CORPORATION STOPS, WATER SERVICES, LINES AND METERS SHALL BE PER WATER DATA TABLE
o
CITY OF AUBURN STANDARD DETAILS. THE CITY WILL INSTALL THE METER, THE CITY MAY,
AT THE CITY'S OPTION, INSTALL SERVICES FROM MAIN LINE TO METER WHEN THE EXISTING
I
WATER LINE IS IN AN EXISTING CITY STREET, ALL OTHER WORK BY A CONTR CTOR, PLUMBING
SUBCONTRACTORS ALL VERIFY
Y THE ADEQUACY OF THE SUPPLY LINE (SIZE/PRESSURE) 1 FIELD LOCATE EXISTING : 4 ..INSTALL.......
PROPOSED AND REPORT ANY CONCERNS TO THE ENGINEER PRIOR TO CONSTRUCTION. MAIN do INSTALL e1..
.IRRIGATION -METER • I
2. SPRINKLER LINE, RISER, DOUBLE DETECTOR CHECK VALVE ASSEMBLY, PUMPER CONNECTION ** 1-8"X8"X6" TEE MJXF
( L) W/ DCVA PER C.O.A.- ...
AND SUPPLY LINE, AND BUILDING SYSTEM BY OTHERS. A SEPARATE DETAILED PLAN SHALL 1-6" GATE VALVE FLXMJ STD DTL WA -
( ) TER13'
BE SUBMITTED TO THE CITY OF AUBURN BY THE SPRINKLER CONTRACTOR AND APPROVED
39LF 6" D.I.
SEE LANDSCAPE ' ( E PLANS)
PRIOR TO INSTALLATION, THE DESIGN SHALL INCLUDE THE ITEMS ABOVE AS WELL AS DETAIL
S LS 1-F,H. ASSY #4667 PER C.O.A.-.
f .
FOR RODDING AND BLOCKING, VERIFICATION OF PIPES SHOWN & PIPE SIZES OTHER THAN STDS AND DTL WATER-0 : c
THOSE SHOWN BY THE SPR
INKLER CONTRACTOR.1-CONC._ O �d
I BLOCKING SPRINKLER SUPPLY �
3. PUMPER PORT SHALL FACE STREET OR FIRE ACCESS, AND BE READILY ACCESSIBLE TO ANY
FIRE VEHIC
LE
FOR FIRE FIGHTING
AND PUMPING NG OPERATION,
R AT0N,
** 1 8 X8 X TEE E (MJXFL)TAP MAIN& INSTALL.
4. PROVIDE HOSE BIBS� PERIMETER OF BUILDING PER OWNER REQUIREMENTS. 1 "GATE VALVE (FLXMJ
WATER TEE
)" SERVICE,
r�
_
1 C ONC. BLOCKING L CKING
5. FIR
E LINES SHALL BE
INSTALLED BY A WA
SHINGTON STATE CERTIFIED LEVEL U CONTRACTOR TO DUAL METERS
S (w
/0
C� I
IN ACCORDANCE WITH WAC 212-80-010, DEDUCT) PER C,O,A. STD ram:
' r
6. MINIMUM 42 INCHES (42) OF COVER OVER WATERLINES, DTL ..WATER-19 SIMILAR INSTALL; � C�
RISER AND VERTICAL DDCVA
BACKFLOW PROTECTION IS REQUIRED ON FIRE SPRINKLER LINES. ,,...,el
PER C.O.A. STDS AND
L r
3 INSTALL: L
�.
O "
(1 1 SERVICE SEPARATE SPRINKLER . - !,,.-, �
*: 1 METER BOX DRAWINGS C�, � '`"""°
FIRE SP
RINKLER OT S
N E
DOMESTIC:
S
l
SPRINKLER SYSTEMS SHALL MEET CITY OF AUBURN STANDARD 7,01:5.2 AND THE -".'
,�� :. ** P PER
METER PER C.O.A. STD WET TA
FOLLOWING REQUIREMENTS: DTL A - " 1. C.O.A. STANDARDS
°
W TER 13, 1 /4 Q ® '
BUILDING SUPPLY, RPBA CONTRACTORS OPTION°'
1, PROPOSED FIRE LINE TO BE SIZED BY A FIRE PROTECTION ENGINEER,
BACKFLOW PREVENTIONLo
2. BACKFLOW PROTECTION IS REQUIRED ON FIRE SPRINKLER LINES, C.�
I & 3. A SEPARAT
E DETAILED E p PLAN OF THE UNDERGROU
ND FIRE SPRINKLER
PER NOTES 4, 6. BELOW
R R LER SUPPLY � I
LINE SHALL BE APPROVED BY THE FIRE MARSHALL AND INSTALLED BY A r
WASHINGTON STATE CERTIFIED LEVEL "U" CONTRACTOR IN ACCORDANCE WITH
WAC212-80-010. NOTES, co
4. A POST INDICATOR VA
LVE ALVE SHALL BE INSTALLED ON :.THE FIRE SPRINKLER 1. CONTRACTOR SHALL FIELD VERIFY EXIST, WATER MAIN LOCATIONS AND � • `' � � "`•
SUPPL
Y LINE TO ISOLATE THE SYSTEM FROM THE CITY S WATER SYSTEM ADJUST STATIONING AS REQ D• TO COMPLY. WITH ILLUSTRATED WATER � `�'°" � �'�
WHEN REQUIRED FOR REPAIR, SYSTEM LOCATIONS / C.O.A. STANDARDS.
5. BLOCKING, PIPING, AND RODDING DETAILS SHALL BE PROVIDED WITHIN THE 2. ADDITIONAL
D lIONAL FITTINGS
&PIPE MATERIAL MAY BE REQUIRED. IT SHALL �
SUBMITTAL
.
BE THE CONT
RACTORS RESPONSIBILITY I
6. APPROVALF
NS BILITY TO PROVIDE THE NECESSARY
0 THE CIVIL PLANS DOES NOT APPROVE THE INSTALLATION OF FITTINGS AND MATERIALTO INSTALL THE WATER SYSTEM,
L
THE SPRINKLER SYSTEM SUPPLY PIPING.
S ,
* WATER METER SIZE AND SUPPLY LINE SHALL BE VERIF ' LED WITH DEVELOPER. .. �
SPRINKLER SUPPLY LINE SHALL BE DESIGNED BY SPRINKLER DESIGNER.
CONTRACTOR TO VERIFY SIZE OF TEE & LINES W DESIGNER PRI
OR TOR TO I ;' �
CROSS CONNECTION NOTES
INSTALLATION.
a�a ,
y i
CROSS CONNECTION �.,. I �
0 NECTION CONTROL SHALL MEET THE FOLLOWING REQUIREMENTS. 4, SEE C.O.A. DESIGN STANDARD 7,01.2.1. PART H FOR DOMESTIC WATER :'
1, ALL BACKFLOW PREVENTION ASSEMBLIES SHALL BE INSTALLED IN A MANNER SERVICE, 7.01,2,2 FOR IRRIGATION SERVICE, AND 7.015.2 FOR FIRE
THAT WILL ALLOW PROPER OPERATION , AND IN -LINE TESTING AND SPRINKLER SYSTEM.
MAINTENANCE, 5. SEE CITY'S CONST
RUCTION ON STANDA
RD FOR BACKFLOW ASSEMBLY:
2. LOCAT
ION,
' A BACKFLOW ASSEMBLY PLUMBING PERMIT IS REQUIRED FOR ALL ASSEMBLIES '
INSTALLED
lL D WITHIN THECITY OF AU C BURN ANp/OR THE CITY S WAT
ER 6. ,PER I DES GN STANDARD 7.01.2.1,H AND 7.01.2.2.A, PROVIDE A RPBA BACKFLOW
DISTRIBUTION SYSTEM. PREVENTION ASSEMBLY FOR THE DOMESTIC LINE, FOR A 'LOWER DEGREE OF
3. BACKFLOW ASSEMBLIES MUST BE ON THE CURRENT WASHINGTON STATE HAZARD DEVICE, PLEASE CONTACT A' CITY CROSS CONNECTIONS `SPECIALIST EX. S.S•C.0. - I
I DEPARTMENT OF HEALTH - BACKFLOW ASSEMBLIES APPROVED
FOR (253-931-3064 OR 253-288-3169 SEE CROSS IE=65.8f � i ) S CONNECTION NOTES THIS
I', I i INSTALLATION LIST.
S.S.C.O. (STUB)
� SHEET
( :
I - � _ 4, BACKFLOW A
I SSEMBLIES MUST BE TESTED BY A STATE CERTIFIED BACKFLOW
IE=66.4t
r � I
I _ _ ASSEMBLY TESTER, AND INSPECTED AND APPROVED BY A CITY OF AUBURN
- _ J
P I I CROSS CONNECTION CONTROL SPECIALIST.
EXTEND & RELOCATE
C.O. 8 EAST I -... a:° .• ' <'. I EX. CONC. PYRAMID
5, PRIOR TO INSTALLATION, SUBMIT TO THE DEVELOPMENT REVIEW ENGINEER
I _ . I I I// ' � a10° PINE�-I BLOCBARRIERFOUR (4) SETS OF BACKFLOW PREVENTION ASSEMBLY PLANS, INCLUDING w
2 _ I N THE CONNECTION POINT TO THE CITY MAIN FOR REVIEW AND APPROVAL, �-
I , " o I EX. WOOD PREVENTING REVERSE FL,OW NOTES
2_ AR o l 13- 5 E 5� 1
BOLLARD -
_ 17 POPL - - -� � __ - -
ice[ - - N- - - - - _ F/ STEEL GATE 7-09,3(24)J
-W- - I EX. STEF_L GATE
I c, W/ POSTS ' PRIOR TO BEGINNING THE WATER MAIN INSTALLATION THE CONTRACTOR SHALL PREPARE A
• � PROPOSED � / I
p I I (EX. �`• T I I 73 I _ _ _ �- f PLAN 'SHOWING THE INTENDED METHOD, IN DETAIL, > THAT WILL BE INCORPORATED TO INSURE
(EX. ASPHALT) GENEFA OR I
THE PREVENTION OF REVERSE FLOWS FROM ENTERING THE EXISTING DISTRIBUTION SYSTEM.
� GRASS) LOCATION EX. CONC:
WALK & STAIRS EX, CONC. I THE PLAN SHALL MEET THE REQUIREMENT OF WAC 246-290-490.
EX. 9' CHAIN -, I D/W li I I EX. EX. ASPHALT THE CONTRACTOR SHALL CONSIDER THIS PLAN AS A SUBMITTAL,AND SUBMIT IT PER THE
LINK FENCE I CURB PAVEMENT
EX. (2) STORY I o �' I SPECIFICATIONS PROVIDED IN SECTION 1-06 (SUBMITTALS). THE ENGINEER MUST APPROVE
RESIDENCE EX. ASPHALT • I -SD - - THIS PLAN PRIOR TO THE CONTRACTOR STARTING WORK ON THE WATER MAIN.
I 1 PAVEMENT W,
LAYRENTYE /, PYTOR
3 I EX, CB D256 ;
LOTj
7 EX. CONC.
A RIM=
°y .' o, I 72.55
APN 60�3T0-0515 D/W I cv I
LEGEND
h'' IE=68.95 8 S
I I IE=68.95 12" SE
6
�^ DESCRIPTION NEW EXISTING
I_ -08.85 12 E
- - - -� EX. (4) MAILBOXES---' .II cn I IE=68.85 24" N SEWER LINE SS_ - - -SS- - -
------ -- ( I EX. 6' CHAIN STORM LINE SD - - -SD- - -
V
I LINK FENCE ROOF DRAIN RDad I
* E6 I I \,
KEEP A 5 FOOT RADIUS OF CLEARANCE OF OBSTACLES EX I I WATER LINE W----- - - -w- - - �s, o-
CURB r r ��,
(E.G., TREES, SIGNS, STATUES) AROUND THE FIRE � "EX. PLANTAR CRU.,�SINV NOTES
HYDRANT PLACEMENT IN ACCORDANCE WITH C.O.A, DESIGN I FIRE HYDRANT 1, SEW
ER. AND WATER CROSSINGS SHALL MEET THE 2007 CRITERIA FOR SEWAGE WORKS DESIGN »
EX.iCONC. I I o WATER VALVE Z x
STANDARD 7,01,5.1.C. D/W I I Ct-9.1.4,
WATER METER ® 2. AT WATER CROSSINGS WITH STORM LINES, DEPTH OF COVER OVER THE WATER MAIN MAY BE
EX. CONC REDUCED TO 36' AS NECESSARY,
I WALK CATCH BASIN I ❑ 3.- FOR CROSSINGS WITH LESS THAN 1' OF VERTICAL SEPARATION PROVIDE SAND
CUSHION
PLACED BETWEEN THE PIPES AT THE CROSSING,
�., i OSSING.
EX. CONC. o o ,
STORM MANHOLE O ,
REQUIRE
4, WATER. AND SEWER CROSSING WITH LESS THAN 15 FEET OF SEPARATION SHALL RE
' D/W Q
SANITARY SEWER MANHOLE O ENCASING, SLEEVES, AND CENTERING OF SOLID LENGTHS OF PIPING PER DOE STAND
ARDS.
5, WATERMAIN SHALL BE CASED WITH PRESSURE -RATED PIPE EXTENDING A FEET
MINIMUM OF 10 TO EITHER SIDE OF THE CROSSING WHEN IT MUST CROSS
SEWER
EXTRUDED CURB - -�
WATER, C UNDER. THE NON POTABLE `
PLAN LINE, PER 8,4,4 OF THE WATER SYSTEM DESIGN MANUAL BY THE DEPARTMENT -OF HEALTH, �
PARKING !JX
1 =20
AC PAVING
P� F. `pt3
SIDE SEWER MOTE
SIDE SEWER S�TUB SHALL BE INSTALLED PER C,O.A. STD DTL
SEWER-01 WITH CLEAN -OUTS PER STD DTL SEWER-02
UTILITY CONFLICT NOTE:
CQTINa
TH� QONTRACTOR SHALL' BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH
Off' ALL EXISIINC UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES
AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS
SHALL- INCLUDE CALLING 'UTILITY LOCATE 0 811 AND THEN POTHOLING ALL OF THE EXISTING
OTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT
EXIT. LOCATIONS OF SAID UlILi11ES AS SHOWN ON THESE PLANS ARE NOT
10UARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE
CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO
M�j CQNS1RUCTION.
CONC. SIDEWALK
r
AA
P``Q� Sys�
LANDSCAPING
FENCE
s7�NA L'' .
'
DATE
DULY 2a11
_
DRAWN BY
GI.M
DESIGN BY
RECORD DRAWING
CERTIFICATION
PR J CT REF: GRA11-00,E_1_
A.F.P.
F( Z 2-o
JOB N0.
r
THESE DRAWINGS CONFORM
TO THE CONTRACTOR'S
THESE PLANS ARE APPROVED FOR
1 I a�. ..a
CONSTRUCTION RECORDS.
r r
CONFORMANCE WITH THE CITY OF AUBURN �
REV.
DATE
BY
DESCRIPTION
SHEET NO,
;
BY:
DATE:
ENGINEERING DIVISION REQUIREMENTS
1
10/19/11
G,Mo
PLAN CHECK REVISION
- f
TITLE%POSITION
APPROVED BY. C� Q
2
11/22/11,
G,MO
PLAN CHECK REVISION :..
_I
4
CONFIRMED
BY CITY
I
DATE:
DATE APPROVED: 1 C� !
3
12/15/11
G,MO
PLAN CHECK REVISION `
SHEET'
4 O
;