HomeMy WebLinkAboutInitial Plan; Zoning Review IPZR2007002 - Plansá
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SW,
5' MIN. 'W 2
0" C. F.
JOIN
0" C.F.
R/W---
8.33% MAX.Qi
o J i (TYP.) 0" C.F.
_J0
1 -J
F.L
6" OR 8" C.F.
CURB &
GUTTER
1
R/W
6"X6 ", No. 6 MESH
SECTION
G
I
»A"
'W' 2 5' MIN.
I 3'
0" C.F.2 ()
EXISTING
ON-SITE
IMPROVEMENTS
AS REQUIRED
8.33% MAX.
B
PLAN
1
0" C . F . (r P.)
a e
I
s A
6" OR 8" C.F.
0"C.F.
4' OR FULL S. W.
4" P.C.C. SIDEWALK
2"co
VARIES 4' 'V'
WF*ld
OI51 " LIP PLANE JON
1/2" TYP.------ -MAX--------- -- ----
2% MAX.--- I _
NO TES:
O ROLL BLEND FROM NORMAL SIDEWALK
GRADE TO GUTTER LIP GRADE.
O CONSTRUCT VARIABLE HEIGHT CURB,
PER STD. PLAN 201, TYPICAL.
GENERAL NO TES:
C
6"x6", No. 6 MESH
A6" P.C.C. OR A.C.
AS REQ'D, JOIN EXIST.
SECTION "B"
1. DIMENSIONS 'W; 'R, AND PARKWAY WIDTH SHALL BE SHOWN ON PLANS. HOWEVER,
5' SHALL BE MINIMUM PARKWA Y WIDTH.
2. 'R' EQUALS PARKWAY WIDTH BUT IT SHALL NOT BE LESS THAN 8' NOR MORE THAN 15'
3. A COURSE BROOM FINISH TRANSVERSE TO THE LINE OF TRAFFIC SHALL BE USED ON
THE APPROACH OTHER THAN THE CURB AND GUTTER AREA. THE CURB AND GUTTER
AREA SHALL HAVE A LIGHT BROOM FINISH PARALLEL TO THE LINE OF TRAFFIC.
4. SLOPE 'S, ON-SI TE, SHALL VARY DEPENDING ON EXISTING CONDITIONS. HOWEVER,
IT SHALL NOT EXCEED TEN PERCENT.
5. VERTICAL OBJECTS SUCH AS FIRE HYDRANTS AND POWER POLES SHALL BE A
MINIMUM OF 5' FROM THE B. C.R. AND/OR E. C.R.
APPROVED:
CITY ENGINEER
DATE: March 21 1994
CITY OF HUNTINGTON BEACH
DEPARTMENT OF PUBLIC WORKS
COMMERCIAL AND STANDARD PLAN
INDUSTRIAL DRIVE APPROACH 1 of
2
14
RAMP DOWN
AS REQ'D.
FACEcopB
sr.
SP CIFICA TION FOR OCA TION OF DRI V WA YS-
1. 'W=27'MINIMUM TO 45' MAXIMUM WIDTH.
2. TOTAL DRIVEWAY WIDTHS SHALL NOT EXCEED 70% OF THE FRONTAGE.
3. THE SAME PARCEL SHALL HAVE 22' MINIMUM OF FULL HEIGHT CURB BETWEEN
DRI VEWA YS.
4. ALL PLANNED DRIVEWAY OPENINGS SHALL BE SUBMITTED TO THE DEPARTMENT OF
PUBLIC WORKS, ENGINEERING DIVISION, FOR REVIEW AND APPROVAL. THE NUMBER
OF DRI VEWA Y OPENINGS SHALL BE NO MORE THAN ARE NEEDED TO ADEQUA TEL Y
SERVE THE PARCEL.
5. SEE STD. PLAN 211, SHEET 1 of 2, FOR DIMENSION AND SECTION DETAILS.
APPROVED:
I
CITY ENGINEER
DATE: March 21 1994
CITY OF HUNTINGTON BEACH
DEPARTMENT OF PUBLIC WORKS
COMMERCIAL AND
INDUSTRIAL DRIVE APPROACH
STANDARD PLAN
211
2 of 2
J 39
4
GRAHAM
510{ W Y/AO PII PAIt® EON ON*3I COIMTY
IOR IIAIR6 N0 AB TOYI /AAHOP ASW SANY UAAAY EON OTNER IISEQIIor TO OE RROOUCEO. ALL NOtll! RESERVESOWYYg1011T ORANGE CO•a1TY ASSESSOR
r •+• 4es' aoe''lt,P _ 444 at 4
TRACT P. M 77- 40, 4/
W 9 Lot O / Lor 02 P
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9 INDUSTRY
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tel
/ 238 AC(C)
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PAO.. 1/
21 16
/./63 AC
CONTAINER
MARCH /974
46
TRACT NO 8327 M.M. 337- 4,5
PARCEL MAP P M. 39- I8,' 83-03
ELM 6'
P /A 67.34
/8 /7 /6 /f 114 4
291 50 3/ 32
11 A 10
40
STREET
LANE
NOTE • ASSESSOR'S BLOCK 8
PARCEL NUMBERS
SHOWN IN CIRCLES
ine:e
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0 O
" NO. 8327
145-47
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ASSESSOR'S MAP
BOOK 145 PAGE 47
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