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BL DG. B
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CfA/ENT CONCRETE- 9 ` b " 370 -- - - -- -- - ---- - - - - 370
\ 6, / V MIR �EX WDED CURB � �, i AArT£R EX T1eL/LkD CURB
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3�,` �• I ,� � � EPoXY CEMENT
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1% �Q/RB i• o • o 0 f
7" .SEE ROAD 3 ECT/ON FOR P.4 V/NG /// _Ill = 350._ -� - - _ _ 350
AMNi i MMAN R00r
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i1se j K <`�%%i /1500 Abs.1
Borrom cxcr 'y , sorrow crcr /
Cal rHICKA% s ORA#mGr &ANK£r dmov7LL R /
EXTRUDED CURB DETAIL /
�- B M/N TH/CKN£�S DRA/NAC£BLANK£r / t•J_WAShCD GRAVEL M J-I ANGULAR ROCK
t9ACKF7L L ?- J � WAS7,E0 GRAVEL 0R J- 4' ��..• �'qu POP, -PVC ORAA'V PIPE. � /
I.d ANGULAR ROCK
PVCORAIN OWN/.
6 MIR AAO .SCALE t"TO df �DtiSlPUCTED f/lD/t//� f�i/T/Pf �Si°/%9LT CEP/HIETE�� 340 --- --_�,- / _ 340
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Pipe (fXC�`PT 5//�Edt/,4L/� ENTRANCES / �P
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.ROCKER Y DETAIL (CUT SLOPE)ROCKERY DETAIL (FILL ) ROCKERY (TYP.)
iSfE S//fET ! fO�P COC.9T/O.�/3J
3� (SEE DETAIL)
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ROCKERY GENERAL NOTES 320 - B // // -- -- - -- 320
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1. The rockery wall shall be installed with a smooth face. /�' DRh'/.Vi aL PLAfi/ SHT. D fO�P
2. The long dimension of the rooks shall be perpendicular to the wall face. TRE/UGH LOG/�T/ON
3. The rock shall be placed so as to lock into two lower rocks. ��'� / &/,r9%/%X e
I r
4. The rockery foundation soil shall be inspected and approved by the engineer prior to rockery construction. 310 ��'�
- -- �� ---_ - -_- - / g' /B /2 4? /B' 5 111\
5. The base rock shall have a minimum base width of H/3, where H is the height of r PARKING PARKING
the rockery. The base rock and other rocks shall also meet the following weight �� L
requirements. H shall not exceed 6 feet. 2 Lfl
EXrRUDED
CEMENT
Minimum Weight of Rock �'� CONC.
C.J
Lower 6 Feet 2,400 lbs. Lti
Upper 6 Feet 1,600 lbs. 300 — _ - -- --- - - - _ 300 6 o 1-
6. These details and notes are given only as a guide and should not be construed as
a design. It shall be the responsibility of the developer to secure all necessary 2�W/Af x 3/01515,P
permits for construction of rockeries.
6 /°Pfef AL15
rr�a e r i a l and 7 s p e r 290 -------------_ _- / -- — - - - -_ _ 290 2 COMPT. DEP7N CLASS /,B "ASPHALTIC CONCRETE
final dew : s or of the /-//2"COMPT. DEPTH 518"MINUS CRUSHED 70P CaIRSE
constructs:,;, site and cg,
itional cosy. a.i+':: , °.." fi~ ,,y,:; �y. 2-//2"COMPTDEPTH/-//2MINUS CRUSHED BASEGiX/RSE.
GRAVEL BASE, CLASS // Bf/ MAY BE REOUIRED DEPENDING ON
/
/ SOIL CL7017'IONS.
MATERIAL Rock walls shall toe*w r ''P3e..
fors, u 280
„t "'?t `?Cx yi 3� t iE, i"'«' t
%, LBO //
igneous rock. , ci 6 ,aidual p f s ohef oc s-- -- -- - - -
ing. When broken into Jii :<" �rai7+ c. _oundness / with sodium sulphate in dccoroar,ce r'�tn wss .TC T,;4 " ., ..sb yes L ore incF.+. / SECT/ON /`-1 /�
-
sieve after 6 cycles shall not exceed 35% uv weight.. EXIST GRADE //
/ NO SCAL E
/
FINAL GRADE
270 X 270
260
250
/
/
240
BLDG. N
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230 `
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220 - -
BLDG. S
/
210
i
i
200
- 190
/
Jr
/
210
250
240
260
SECT/ON E-- E
/ 40/HORIZONTAL
/0 / INERT/CAL
230 VARIES - SEE ARCH.
SITE PLAN
TYPICAL BUILDING
�_ _"_J1 —
220 ---- - - _ _ _ _ -
I5 ' MIN.
9/ BENCH AREA
FINISH GRADE YARD DRAIN - SEE STORM
- / DRAINAGE PLANS
EXIST. GRADE
/ FINISH GRADE PER
GRADING PLAN E„}'T�ifl0 �O!/.d/,OgT/�/ /f//9lL F�OT/iflQ
ROCKERY PER DETA/L TD O.f/G11v4G V__-Al•E T/LL AFIf
ea9,el/! 4"w"1r1911y 13,016 /PCP,04r
109. .E - 999-7 W/!E,eE 459ZI/,eSO
/Var,-.- flow- YfR l 1w P.fn-w 1�C•9/.va9�E
hwe Y,Age_l) 4eoiw:5 .9P1cLY 1w /, ✓, 4- L, O, /°, 4, R, S �T
rs'S Sf/oW� Oat! QRFfD/��i /ENO O,f,,V1/�1A4� P&9 !9.
Q,9eA' Y9CO Bffif/Cf/ aAWV1 t//W 9f'i°lE9 TD -9LL BU/GD/�t/lS 6XCG�T
C 0 f95 sHoww av 4ea901,va &15w5.
TYPICAL GRADING AT BUILDING SECTION
NO SCALE
/2 /2
IB/ J
PARKING
5`
EXTFyULED CEMENT
CONC CURB
j I
SEE SECTION A -A FOR SIMILAR NOTES
R COMMEN11
C0P APPi
SECTION U -U S/2y /"
NO SCALE
* � L. BOR`%
%
AZ
a��•'�a�4•
S/zY/a3
4
4/ /2 /2 44_111�(?
AOno-Ded oaf --
/O /O , > la -off /ffI'/Sf0 f'E.f C/TY OF /f'EiVra1V /PE/�%2T� _ S.ZB"
SL�CT/ON D-D SECT/ON D-D 3 30 89 iPEI'/SED PfiP C/Tl Of ifEt�TOif/ iYE/'/�K� JL.d.
RED/ DATE DESCRIPTION BY
\71,Z- `2� LINCOLN PROPERTY CO.
2 I MAX y ; .\\...... �\ �` ,y9� /1400 S. E. 6TH ST SUITE 220
VUE WASHINGTON4
HIGHLAND VILLAGE APARTMENTS
SEE SECTION A- A FOR SIM/L AR NOTES
GRADING DETAILS
- (206) 454-3743 OR 9B5 -7B77
DODDS ENGINEERS, INC.
1B50 130TH AVENUE NORTHEAST
SECTIO/1 / /'+- /"+ 12 D-D BFLLEVUE, WASHINGTON 98005
NO SCALE / 1 / (J (/ (�f DWN Z. �/C•f BOOK PRpOD NO.
27
SVO DATE v /
x
APP'D /31/-83 S H T OF 23
3- /-30l�