HomeMy WebLinkAboutWalsh-417 Edge Water-Grading C2 CONSTRUCTION NOTES: ABBREVIATIONS
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O CONSTRUCT 5" MIN CONCRETE DRIVEWAY DIMENSIONS DETERMINED PROP 4" DRAIN 6" MIN WIDE PEDESTRIAN SAFE A.C. ASPHALT CONCRETE
BY GRATE FRAME OUTLET FRAME & GRATE 3/8"SLOT BFF BASEMENT FINISH FLOOR
DIMENSIONS, USE FRAME OPENING. EAST JORRDAN IRON BFP BASEMENT FINISH PAD
O CONSTRUCT 4" MIN CONCRETE HARDSCAPE. AS FORM 3" WORKS OR EQUAL (800) 874-4100 B.S.P. BY SEPARATE PERMIT
O3INSTALL 4" FLAT GRATE DRAIN �� #4 REBAR C.O. CLEAN OUT
_ Z'16-
-G
TOP & BOTTOM CONC CONCRETE
® INSTALL 4" ATRIUM GRATE DRAIN ° DS DWNSPOUTDG DGRANITE
° DWY DRIVEWAY
INSTALL TRENCH DRAIN PER DETAIL, SHEET C2 00 tEMH ELECTRIC MANHOLE
INSTALL 4" PVC SDR 35 DRAIN LINE, S=0.01 MIN EP EDGE OF PAVEMENT
�:.C�C�:,C�:,C¢, ESMT EASEMENT
CONSTRUCT CONCRETE CURB ia� I�aand v�a. FILL THIS PORTION Wl CRUSHED
' ROCK AFTER POURING GRATE FID FOUNDEXISTING
SUPPORT CURB. FF FINISH FLOOR
® INSTALL NEW SEWER CLEANOUT WITH TRAFFIC COVER PER CNB STD PLAN 406-L CRUSHED ROCK WJ24" J FG FINISH GRADE
ON EXISTING SEWER LATERAL. FIELD VERIFY. FILTER CLOTH FH FIRE HYDRANT
FL FLOWLINE
A- DIG A 24" WIDE X 18" DEEP TRENCH FP FINISH PAD
B- PLACE FILTER CLOTH IN THE TRENCH EXTENDING 12" VERTICAL ON EACH SIDE FS FINISH SURFACE
C- FILL BOTTOM 8" OF THE TRENCH W/ CRUSHED ROCK GB GRADE BREAK
D- FORM AND POUR PERIMETER CONCRETE CURB GFF GARAGE FINISH FLOOR
E- FILL THE REST OF THE TRENCH W/ CRUSHED ROCK TO 4" FROM TOP OF TRENCH GFP GARAGE FINISH PAD
GM GAS TRENCH DRAIN HH HANDHOERHP HIGH POINT
IE INVERT ELEVATION
I.P. IRON PIPE
L&T LEAD AND TACK
MH MANHOLE
MON. MONUMENT
NTG NOTHING
OG ORIGINAL GROUND
PA PLANTER AREA
PB PULL BOX
PL PROPERTY LINE
PROP PROPOSED
P.U.E. PUBLIC UTILITY EASEMENT
EARTHWORK SDWK SIDEWALK
R/N/ I AY
RAW CUT: 14 CYS.F.N. A H UN N HINSMH SEWER MANHOLE
RAW FILL: 12 CYSTLT I HT.B.M. TEMPORARY BENCHMARK
TC TOP OF CURB
TF TOP OF FOOTING
TG TOP OF GRATE
TOC TOP OF CONCRETE
T.O.R. TOP OF RIDGE
TOS TOP OF SLAB
TW TOP OF WALL
WM WATER METER
6.70
6.75 0zn
0 o ADJACENT RESIDENCE , Ld
z> � 00zORC F-
0O0 3 co co _c11 CONC. • 6,93
N35`34'06"E 79.41' 6.75FS
. �.o'
DN.7.50 . .A6.72CP
RL .ifS B . .. PA
GPLACE NEW SEWER C.O. �706 TGON EXIST LATERAL 6.23 IE ; - q�' 9.08 o
FIELD VERIFY 19 1. . . 9
AC-UNIT 7.87 FIG 7.92 ¢ 8:25 IE
^1.. q 10.60TC ..
SEWER CO. o I a + 5.. �� . . .�� . ..� r I 0h
7.
c� w t F� cd
. . . N 00 q
w
r r N
I N
2
8.66TW` z
0 q
z 11
00 .. -
N FF=9.50 `
`
7.05 FP=
JLli
} o a a w X 9.42 7.2:4 q ' �--
0
W L a.• 4•%' : . ( 2% DN X FS Q
JI Z ..
WM J m . ` ' `�? p w
Q 3 \ r
1 O
WM rn ELEV 8.63FF 'py q . q 1v . z
n
EXIST WM �E
PROTECT -El
9'16 �G 0�. CONC WALK
"Oo. . 4. 8.33 IE . ya
r 7.37 `� .70 i 0� 04 10.60 TIC n� of �I. PA
A 00
FS-GB FS OI 8.73TW
AT&T
•D�9.<3r� . . DS .DS• q • 9.42 .-74
.6.25 .fE. : N r 7. S
RAVEL': 2 S
5' G q S
•
7.13 q l
FS'
4.
DIN
1�
DN 2
4.2%
DN
GQ
• 7.04
N35'32'34"E 78.34' • 8.61 • 8.98 s
7.35 8.13 NC. 8,20 41 EXIST WALL z_ o w_ PROP WALL
��F� • 7.08 ~ M O�� CONC. • 8.13 PROTECT J z • co N
6' o� r i CONC. v0 z r� uuivu. ra.
N �co a oi�
CABLE TV0
�6
I I 6 I
o I ADJACENT RESIDENCE z
TILITY BOX o I / I 9,s o
M
I � I
I 0 I
0
z1"=4'
0
z
I
ARCHITECT: OWNER/DEVELOPER: PREPARED BY: Q�pFESS/p SOILS ENGINEER/GEOLOGIST: BENCHMARK: LEGAL DESCRIPTION: SHEET:
BRADFORD C. SMITH HOME SWEET HOME, LLC FORKERT ENGINEERING &SURVEYING, INC. �� �pS M, ��, BENCH MARK#: 1E-116-99 LOT 6 BLOCK 2 PRECISE GRADING
425 30TH STREET MR. AND MRS. JOHN WALSH 22311 BROOKHURST ST, STE 203 ; �p �G 2G DATUM: NAVD88 BALBOA BAYSIDE TRACT C2
DRAWN: MJ SUITE 22 417 EDGEWATER HUNTINGTON BEACH, CA 92646 58627 ELEVATION: 7.587 M.M. 4/78 417 EDGEWATER
NEWPORT BEACH, CA 92663 NEWPORT BEACH, CALIFORNIA (714) 963-6793 EXP.. 12-31-
-31-
CHCK'D: TR (949) 631-3682 JN XXXX 20
sTgT CN►�_ p���P NEWPORT BEACH, CALIFORNIA
NO. DATE R E V I S 1 0 N S DATE: XX/XX/19 FOF CA��F THOMAS M. RUIZ DATE