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GRADING /PAVING PLAN
HARPER ENGINEERING ADDITION
SW 1/4 SECTION 18, TWP. 23 N., RGE. 5 E., W.M.
CD
22.8 I 22.61 \
23.07 23.29 23.91 / Y
i - \ 23.41 23.67 - / 23.96
H
R K 23.61
Ln 22. q
1
/
FENCE ENCROACHMENT
91 AS P I.A2 91 14
3 / zzs _ __�� ---------- _ 465,42 _464 541 F Q-- N ------------------------------ E
�_ /
2.25 IE =18.46 2' N _ Oqp�
- 22.0 -- � i i'�' ___
t1• �.. ,- RlM -21.77 ) IXCB /7 IXCB AS ________ _______ _________ ____'__ °\ I I �/ � - I,_
12' S _RIM -21.39 RIM= 21.55 11 `� ✓� 1` - II
\\ / '., \ ) k'=t8.9�(12- N) 1E =18.28 (12" S) IX CB /4 �' . / - \ _
--==== -- 1E =19.09 6 W \ w> RlM 21.95 - - "-
- N NEW EXTRU ED CUB ___ =c= __ ° _ __ \ _ „as as _ `v
294 - I __ \ I ��j -- _EX_60 LF 12�_SD_ -__ og lE -17.68 (12� N,W) -., � --- II
PER EfA1L SHE 6 _ - EX. 50 LF SID EX
- -"
lE= 18.27 (8'� NW) I I
\ 22.1
\ E CB M12 \ - 36 _' •I u
N
\c 29.3 RIM - 21.70 o- - - -- - -_ / / E% 22 LF 1LF EX. SD II N
I '�� �- -- - ---- -------- -- ---o lyj" 12 SD F3 I-_- I w
1 = 1a.3z(1z"sj II I - �-- _-------- �-- _-- I � m8
IE = 18.32 12" W c3i o� II
111 A,. 29.4 �� y _ I IA -. r _ - I` _ I
`A 2 .4 to
W
\ ,I � II II I EX. S MHI
IXCB A3 �- II c.. I EX, S 0 I:, I,- II
VA V.A�28. 6 1 R1M =21 55 ) -
8p
1E =17.45 (12" E) d y II II i' I
IE-17.JO (12
286
V A t `V�� 23.4 \ -' II II 111
•2 \ 1 � 22.1
I
EX. BUIL NG
EX CBNI3 I \ �\ �llt
FF =22.2± H E oll
= I _ _ _ II :: II I_. 2211 / 1,
z7
/ \ IO EM= 18.140(12" W) 22.0 -ii 12_ S ),� _I. I j O c,l6 )
- - ' I _ '1- I e 11
' r
1 u
\\ \' . v/ - NEW C1 �I u_ MM -21.55 II II u
\ EX72 A9 COORDINATE CONNECTION __ II
V .. r r �w .� � RIM = 18.16 I i I I l
' ( R1M =21.34 RIM '22.33 OF NEW ROOF DRAIN li II - - \)5 16.59 (12" E)I
IE = 15.50 (15" W) I 16.59 12'" II
! !N \ �� �� �' 1E -1781 (12" S) IE 07.41 (12° W) (SEE ARCHITECTURAL PLANS) - 16.91 (8" NE) �II
= 128.3 �� RIM = 21.70 22.1 � � IE =17.81 (12'SN) IE �.41 (12° N) /I - 15.50 (15° 5) �r;� II A MATCH EX]
II EX. SDCdI r � � II �
EX CB #14 - -- - - / -- - 22.1 I n
22.20 N
.: -r e
O 6 • �� � _ II Q
R / / ' ' .7do �� RI 1 21. (12 E) I r N II w v
27.0 • \:� \
If: I o 7 MATCH EX. N CONCRETE -- -
ro v IE = 17.98 (12 S) _ 22.20 II o
�� MATCH EX. EWALK 2.99 p
1 N '\lI 27.5 • . \11 \\ \\:.� / i1 J / 31.Oi EX __ ____ _ ___ ,� EX. J200 LF SD 8° PERF C I EOR3 OLF 7 S EX. 9 LIFE XII vl a. XI
CUT LIN 1 k ' r PAVEMENT II o =
o z
A_ DOWNSPdU f ° 2p'
o ° v w/ A v� i _� 22.20 DRAIN ®0.0 0 (� III N
_ 1E =14.98 15" N r
�! ���' I i IP w INFILTRATION TCH EX oll
27.027.3 \\ " \ / BULL LNG TRENCH (SEE 14VEMEN _
XN _
\ ADDITK)N ) -1 - ii
DETAIL SHEET C6 __ ___
� ������� PAV ENi i : SAW C E 1EM 15.111(15" S) II .
�7\ \ R6�\ \�I I iJ ' Tom. \.. \` TQf�1 . 22.2 \_�. i /E = -1528 f12 iJ)__________ id r '.�IV,
511.(
/ v`
y MAT IX.
2 i / 26.2' iJ NEW E7�CfZU
"\ \/ 26.4 PER DET ET C6
. I
26.4\ \�.�� �: ii
` Q
26.1 �\ \ I I J SAWCUT, 228
21 7 / �' ,11 '
3
`7` / ..1,'y 1. � 1 WITH SELLER / 22.25 � ____ _ MdMAHC E D(. r ' m 20 4 / \S \ \v1 11 1 1 IE 16.86¢(12° S) 22.39 C C C C C C C C C i /;, ;
-- 223 .\ \� �\ / wl I 1
x✓ IE1= 16.86 (12° E) 2.51 1 J. II N w
21.7 / / �, \ ,
A� -_� v MATe'y EX. .7 S SAW
I
O - I _ v- - ` \ CUT
PAVEMENT
� 1
!. c, \ \\ a -22 \ �� `�� )E,= 16.09(12°
2L6" !. i \� a w \ '242 J
' Y IE '� 16.09 15° E
20.0 .\I; K"�,�nt \\ j ..,.\ 2s. a a �.zs.s `y ,< - j� :\ - `` ( )- -.- _ _ .. - _. >> ��- zz.
g
I - 21.1 2d O \ � 22.7
GAS PIPELINE MARKER
_ N
II J' '�\ mom' r
I ,1 q o o 1 z3.9's TEST CONNECTOR) 1 a
z I µdc - - - - -- - - - - -- 222.9 - -- - - - -'- S01 °2110W 115.02 ii ��,r
N
� � I N
i 1- - - " -�s - - - \ < -- -
�L
�- 24.3.. -�A �`-� \i ',�\ (� 0 �� 0 - - - - -GAS RKE�- - i II ° m �.
60.10� _ _s____
� II
EX. ASPHALT PAVEMENT D=374003 CITY OF RENTON
DEVELOPER:
HARPER ENGINEERING DEPARTMENT OF PUBLIC WORKS
NEW ASPHALT PAVEMENT 700 SW 7TH STREET �G��� °p
I?" I L / o RENTON WA 98057 V�
CALL 2 WORKING DAYS
BEFORE YOU DIG:
811
RECOMMENDED
FOR APPROVAL
BY
BY
BY
�05��pE WASy7y /Q MQ' v- GRADING /PAVING PLAN
c' ENGINEER:
BARGHAUSEN CONSULTING ENGINEERS o HARPER ENGINEERING ADDITION
C1
H 18215 72ND AVENUE SOUTH 0 CP
Z DATE 03/19/2014 FILE ND.
KENT, WA 98032 sG g• DRAWN DSC
fS"UNA LTEENp\� (425)251 -8782 FAX `r7A'G ENG%%% CHECKED DKB SCALE FI3D eoDK
6/11/9014 CONTACT: DAN BALMELLI APPROVED n.,..,,,,,,..
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