HomeMy WebLinkAboutSTECKLER 04 C3 Site Details TOP OF DRAIN ELEVATION M " U
(TV)PER GRADING PLAN Z FINISH SURFACE,SLOPE TO �
PROPERTY LINE
DRAIN PER GRADING PLAN O U
EQUAL EQUAL N
i i ~ z�
GONTINUOUS TRENGH DRAIN LANDSCAPE AREA II I (E)WA-L AT
q I
b�W SLOPE @ 2%MIN.TYP. w DWELLING SLAB I I PROPERTY LINE Z
C O Z
CONCRETE WALK
° S WITH 5WAL.E TO i i z w Z
\\/7 (D2%RAIN MIN/T1N.501L) it I z <
MIN.
\ 2%>� 2%o I
DISCHARGE LINE /�\/�\\\ op0 0 0 C°0 0 0 0�°0 0 0 0opo O p
o 4 F----- ------ ---
bP��o
0 o app° ggeo pppW°--mo�o g
O10
W °g °g
QO O ° Qp O O ° QO °O II
O p� O ° pab -
a- o o g o o INVERT ELEVATION(INV)
/O J °�o�° o�° 6 o�° 8 o�° 81 PER GRADING PLAN 8,
0
b' 1%MIN.— p
4"(P PERFORATED PIPE a.
C.ONTIN0005 W/GRAVEL
i
WRAPPED IN CEO-FABRIC I
1�)RAIN FIFE PER
PER GRADING PLAN" v�N HAA,D �
� 00
�P Z
17 13 TRENCH DRAIN 5TEGKERAo2 9 ARrA DRAIN @ LANDSCAPE "05GALE 5 DRAINAGE SWALE "°SCALE 1 No. C 6947
51TE48 51TE03A
36" MIN. 5-3A�O���P
OF CALIF
HANDRAIL SHALL BE ENTIRELY PROPERTY LINE
ON PRIVATE PROPERTY IAN J.N.HARRISON,ARCHITECT
Qd WHERE OCCUR5 hereby expressly reserves Its common law copyright
12"U.N.O. and other proper tu rights in these plans.These plans are
s� w not to be reprodduced,copied or changed in any form
whatsoever,nor are they to be assigned to a third party
6 1 without the express written permission and consent of
w d 1 IAN J.N.HARRISON,ARCHITECT.
m FIN.5LAB w FIN15H GRADE
1"MAX. s' 5TONE/BRIGK VENEER 4"THICK GONG.5LAB
\�\� W/MASONRY ANCHORS 100
W/#4®24"EACH WAY s
o o #4 BAR AT EACH N05E 1 PER EACH 2.6 ms
'i 5F
PER SOLS REPORRIER ,i /� /� /� /� ,
to = \ ° EXPAN51ON JOINT '
Q o 0 0 0 `� 4„ u
� �� o �� o �� o �� I CURB
� I I
�z �� �Ooo�O� �Ooo�O� �Ooo�O� �Ooo' D 6"HIGH 6"GONG.BLOCK i SB o #4 REBAR 9 24"O.G. � Q)
ry N ��o�0O 00 o rJ 0 0 00 o J o boO oOo o J o 0oO 00
o o o o ' b° PERT.AND HORIZ. `n
o O o o PAD ELEV. # FULLY GROUTED °o� °
\ �\ �\ �\\\\\ Se 4"PERFORATED DRAIN
n 4 BAR @ 12"O.G. m m� a�
z � I �������i .� � d FIN.GRADE , �;� °�°
w #4 BAR GONT. p. � �. \///j�/ a o. . �
PIPE IN GRAVEL.DRAIN TO
��/ Z /\\ •, FRENCH DRAIN INLET TO BE W
v HIGHER THAN THE INLET Q s
ELEVATION OF THE z0
PL---------- •
`r ry COMPACTED 501E a NEAREST DRAIN �LL-�
p
15TING 51DEWALK 1 1 (2)#4 REBAR GONT.
REFER TO 5TRUGTURAL PLANS 12" Z TOP AND BOTTOM
FOR MORE DETAIL 26"MIN. z
m �
Z
18 14 SLAB-ON-GRADE SECTION "°IT o5; 10 CONCRETE STEPS "°5GALE 6 STEM WALL A I PA I IO "°5GALE
51TE06 5TEGKLER 03
ca
I 4'-0"
1
I I
I PROPERTY LINE f ADJACENT
o
PROP05ED BUILDING LINE y
B1IILDING 4"CONCRETE OR 6"TOPSOIL 0
N s
NEW SLAB/FOOTING FILTER CLOTH O
i ��� LAP 6"AT TOP
FIN.SLAB=q.00' p
a o z FIN. GRADE i `� � z N
(E)GMU WALL
NAT.G_R
DOWNSPOUT Z 5% FIN.PAD (E)PGG WALK Z
8_10— �M�N. (E) FF=1.44
FIN.PAD w _ — — F5 = ±7.10 4"�ABS,5DR 35,DRAINLINE
FINISH FLOOR '�'� �b� FINISH FLOOR �x 1 cA MIN. 15'LONG W/FILTER FABRIC
PERFORATION AT BOTTOM `/ J O
w o o SLOPE @ 1%MIN. h� w
q.00 q.00 n 1 1'-0"
Q � z MIN ✓— a�
>w> �
z w O CRU5HED ROCK 3
FINISH GRADE p•l• 2Q •I• (2)#4 CONT.TYP I EXI5TIN6 WALL o o
8.30 m � m I FOOTING,WHERE �J
OCCURS NOTE:
6"WIDE GONG.WALL FRENCH DRAIN OCCURS FROM
a z z GEOTEGHNIGAL ENGINEER TO LINE-SEE GRADING PLAN FOR
\\ \ \\ I Q I PROVIDE INSPECTION+MONITORING BUILDING LINE TO PROPERTY
O I p. DURING EXCAVATION OPERATION. 12 SPEGIFIGATIONS W O
--- Op fl- 3"LAYER SPLA o °CONTRACTOR TO PROTECT EXISTING : -CONTRACTOR 5HALL NOTIFY
�• SPLASH OF MULCH BLOCK s I WALL5 AND/OR FENCES ADJACENT PROPERTY OWNERS BY
BLOCK CONTRACTOR TO USE LIGHT DEMOLITION I CERTIFIED MAIL TEN DAYS PRIOR N
--I-- I AND GRADING EQUIPMENT TO 5TARTING EXCAVATION WORK.
'
I NO 5GALE NO SCALE O
19 (� 4'oDRAINLIN \ I� \ \ \ I I PROVIDE WATER PROOFING •I EXCA V A I I O N P ROP ER.TY LINE 5TEGKLER 04 7 FRENCH DRAIN 51TE01 3
O® 1/o 5LOPE
j
501L/PLANTING INSIDE PLANTER BOX
ii ll
W/INFILTRATION RATE=2.5 IN/HR /\\/ I 5-2"
FIREPLACE
PROPERTY LINE i I~ADJACENT FINISH SLAB C DWELLING
PERMEABLE I J / \ PROP05ED BUILDING LINE — BUILDING LINE
CEO-FABRIC
4"WIDE TRENCH DRAIN YV 1/4"EXPAN51ON
o - - - - - - - - - - - _ - - — — — — — — — — — —
- - - - °S�,00S —•_ � �` NEW5LAB/FOOTING w � JOINT(FELT)EACH 5IDE.THIOKOL
°S WA5HED 3/4"GRAVEL 3 0 $x° °S o ° I —� FIN.SLAB=q.00' i �° SEALER WITH COLOR TO MATCH
- - — — — — - - - — - - - - - - - — — — — — — — — ��m o`��m 'o � — a o FIN. GRADE i �� �� > O FIN15HDECK. JOB # 57EGKLER
TOP 15 REMOVEABLE FOR GLEANING
DISCHARGE ±530 ° (EJ GMu WALL DRAWN BY pdw
D 4 p LINE NAT. GR _ _ _ _ a p
\ FIN.PAD (E)PGG WALK > Q
FIN. — — - o- $ N� (EJ FF= B.s7 PLOT DATE 6/12/201�i
4'V PERFORATED DRAINLINE � j / j / / j / j / / FIN. PAD w _ — — _ _ 8.02 F5 D m
O OVERFLOW. 1%5LOPE TO DRAIN \\\�\/�\\\�\\ \\\/\\\ \\ \\ \\ \\ \\\ \�NATIVE 501E 1 REVISION BY DATE
c� 1 1-0" EXI5TING WNALL i
a z MIN
n
Lu FOOTING,WHERE \\ \ \\ \
/
OCCURS \j/\\
COMPAGTED SAND BASE
PER SOILS REPORT
GEOTEGHNIGAL ENGINEER TO \//// //�
PROVIDE INSPECTION+MONITORING CONTINUOUS DRAIN,CONNECT TO
DURING EXCAVATION OPERATION. 4"VIA.A65,5DR 35 DRAINLINE w
CONTRACTOR TO PROTECT EXISTING I \\� W/1%MIN.5LOPE,OR TO PLANTER Q
WALL5 AND/OR FENCES I 'CONTRACTOR 5HALL NOTIFY // @ END.PER GRADING PLAN
LN
ADJACENT PROPERTY OWNERS BY
CONTRACTOR TO U5E LIGHT DEMOLITION I CERTIFIED MAIL TEN DAYS PRIOR v
AND GRADING EQUIPMENT TO 5TARTING EXCAVATION WORK. o
w
20 NO-RETENTION PLANTER 5TE°ER0, 12 EXCAVA I�ION @ PROPERTY LINE 5TE�KEF05 8 CHANNEL DRAIN Cc DOOR "°5GALE 4
51-E02 F
s