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GRADING/PAVING PLAN
HARPER ENGINEERING ADDITION
SW 1/4 SECTION 18, TWP. 23 N., RGE. 5 E., W.M.
III III
22.61 23.41 23.67
22.8 23.07 23.29 23.91 21.c 23.96 I NII
0- lo:� 23.61 I I
x Q 122114
XI FENCE ENCROACHMENT
Ve 1 l I II
x x 1 II
--
-- ---
__ - _ _465.42 464.54 ;ED f�00°49 33 E 0 - ----- --
--------------------------
---------------
,001*p�
`. �22.0 RIM=21.77 EX. C8#7 EX C8#5 -----� I II
1E=18.46 (12" S) RIM=21.39 RIM=21.55 I I
22*5
I M "N) IE= 18.26 (12" S) EXC8#400 IE=18.46 (12,I I I
IE= 19.0,9 (6" W) EX_60 LF 12iSD .... RIM=21.95
NEW EXTRU ED CUB EX. 50 LF 12" SD IE- 17.68 (12" N,W)
PER ETAIL HEET 6 - _ IE= 18.27 (6" NW) _
EX CB #12 22.1 �� EX. 22 LF------\ --
RIM = 21.70 o------------------------ -- - - - --- o-- - - - - - -�� IJ�% 12 SD III --- vl' 36 LF EX. ;SD �n
_ ( ) --------- I i z
' IE - 18.32 12 S I
IE 18.32 12" W I
- -- EX. S 0 j , - - - - EX. S MH
' I RIM CB =21.55
I I\1-
28.0
28.6 /E= 17.45 (12" E) I I .\.\..\. II
1E=17.30 (12" W) I � II
' I „r I r
28.6 l I ( I I
•2 2 c 23.4 J 22.1 I� uJ� ---- �I I� UII
;� EX. BUILDING I ;I �, z l l
\ I I II I I ; 11
27 FF=22.2± OIIcc
/ 29.3 EX CB �k13 I I I
I EX. 68 LF II II CD
I 1 I 22, 16
i RIM = 21.70 11 12" SD
IE = 18.14 (12' E) r I
0 I \ v
O % IE = 18.14 (12" W) 22.0
L -- EX. C8 #2 I I III I I
_� �i _ _ I:� CB #4 I I R/M=21.55
✓ ' �W OF NEW ROOF DRAIN RIM 18.16 II 1 II
COORDINATE CONNECTION II lE= 16.59 (12" E�I I I I
\ RIM=21.34 RIM = 22.33 IE = 15.50 (15" W)
i I - - SEE ARCHITECTURAL PLANS " I lE= 16.59 (12"
' 28. IE-17.81 (12" S) IE - 17.41 (12' W) ( ) = 16.91 (8' IN I ---------
`28.3 ;I IE= 17.94 (6" SE) IE = 17.41 (12" N) = 15.50 (15" S) I IF- MATCH EX 11 0
\ L22.1 IE=17.81 (12" N) 22.20 22.1 I LnEX CB #14 �- I Ex. sDca RIM = 21.70 1 I I27.7 11 �� e --- ----- - _ - - - = - -
/ ! 0:) 0�% 27.0cto
• j E = 17.96 (12" E) o-MATCH EX. } 22.20 NEW CONCRETEII III w o
/ �E = 17.96 (12" S) I SIDEWALK 22.99 I I / _ _- I o
MATCH EX. EX. tE c�
MATCH EX. PAVEMENT - - \ 12" D - O o I 6,
/ - �`\ �/ • \ i i i _ __---===1' �, i EX. 200 LF SID �-LF 70% -- - O xll �
U ! 1 cn \ v\ 21.0� \ 8" PERF PVC ---- - - - - - - I
27.5 X J - EX. 3 LF 1 S EX. 9 LF
- �`• • 2 4 i �' ---- - �� AW CUT LIN DOWNSPOUT i EX. 15",�5D 00
LLJ
c� \ 22.20 DRAIN ® 0.0% I �I
\ / w INFILTRATION ATCH EX ; R� r
o _ / 27.0 NEW AVEMEN
1E=14.98 15 " N'3t
Ln
a TRENCH (SEE
Q / / 27.3 \'�. J �� \ ` \ -_ DETAIL SHEET C6) i EX. C8#1
a_
\ - BUILDING
90 nn�� RIM-21 51 I
,
\
/T5 \
J " \
\
N M
/ 20.0
CALL 2 WORKING DAYS
BEFORE YOU DIG:
811
�c ---- -- p.�
J MATCH EX. ADDITION '-SAW CU E lE= 15.11 (15" S) I
1 ___ rd
II-C\ �\ PAVEMENT �- lE= 15.28 (15" N) I
FF.22.2±
26. 7 .I 11_- 2 �, E) ,
LJ
:-
22.70 l
MATCH EX. a
26.2 �9 , NEW EXTRUDED CURB I I
/ 26.4 PER DETAIL SHEET C6 22.63
26.4 1 2297 �
/ �� \� SAWCUT, 22.86 ---- - - I!
/ / 26.1 \ \ J CLEAN & `_'`� MATCH EX. T _ - - - - - - - 2 I
21.7 - -- -
r i------------T
\\ \ �� 11 TACK EDGES � � %------�-----�-----r------,------ --- -----
WITH SEALER MATCH E \>
II 2e0 .i ,' z - ----
22NEW CB #2.39 f
i RIM = 22.26
/ �25.7 \ IE = 16.86 (12" S) __ C C c C c ,
i i . , C
16.86 (12" E) 22.51
110 LF 12 CPEP SD ® 0.70% II
�, \\ \
21.7 / �\ `�. � I
I I
MATC EX. 22.96 II
I
- - SAW CUT LINE ----- -- II
PAVEMENT v I
w NEIK ,
RIM = 22.13
II
`cp °� - `�' ~ 22 )E = 16 04 (12" NY\ =
21 6 .25.6 S \ 24.2 y IE 16.09 (15" E) \\\ > D 22,
8 Q z
I I �� Q L ,
n / \ 25. ------ - - - ------ ------------- ------------ - � I w O
I
�QD _� 22.7 GAS PIPELINE MARKER I cn a
\ "o o 23.9 (TEST CONNECTOR) II U o
-� -�-�-` ----- - - - J+°a��-----_ N cn
S01°2110W 11523,322.9 Q\
�_'� 0 / C� 0 ------ ---0----------� zmr
--- 0 0 II
CD
----------- -- O 4-124.3 \ / (� ----------- GAS PIPELINE MARKER
EX. ASPHALT PAVEMENT
NEW ASPHALT PAVEMENT
WCOhrMMENDED
FOR APPROVAL
BY
RY
BY
� lq
D-314003
CF�KED FOR COkfiJANCE
TO CITY 3TANDAf06
Date ?/5i Zap/j/
Date
Date
DEVELOPER:
HARPER ENGINEERING
700 SW 7TH STREET
PH I L / pA RENTON, WA 98057
WASy��70fc`
A ENGINEER:
CD
` BARGHAUSEN CONSULTING ENGINEERS
18215 72ND AVENUE SOUTH
KENT, WA 98032
AL E E(425)251-8782 FAX
6 CONTACT: DAN BALMELLI
�G,HA(j
O O
0 C)
Z� 2
G� TiNG E N G
t
1
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
GRADING/PAVING PLAN
HARPER ENGINEERING ADDITION
DES04ED C P
- DATE 03/19/2014 FILE NO.
DRAWN DSC _ ---- CHECKED DKB SCALE FIELD BOOK PAGE_
APPROVED C3 OF 6
DIRECTOR OF PUBLIC WORKS sH,
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