My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
400_Warner_P0116101_2024-20_Grading - Plan
PBA
>
Building
>
ProjectDox
>
W
>
Warner Ave
>
400 W Warner Ave
>
400_Warner_P0116101_2024-20_Grading - Plan
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/27/2026 5:00:09 AM
Creation date
2/27/2026 5:00:05 AM
Metadata
Fields
Template:
Plan
Permit Number
50101552
Full Address
400 W Warner Ave
Street Number
400
Street Direction
W
Street Name
Warner
Street Suffix
Ave
Callout
ID:
1
Creator:
Import Agent
Created:
2/27/2026 5:00 AM
Modified:
2/26/2026 6:04 PM
Text:
Contractor to modify gutter to comply with ADA requirements. Note that the slope currently exceeds 5%
ID:
2
Creator:
Import Agent
Created:
2/27/2026 5:00 AM
Modified:
2/26/2026 6:04 PM
Text:
(49.27)FL per detail
ID:
3
Creator:
Import Agent
Created:
2/27/2026 5:00 AM
Modified:
2/26/2026 6:04 PM
Text:
Contractor ensure a 0.25% min. slope
ID:
4
Creator:
Import Agent
Created:
2/27/2026 5:00 AM
Modified:
2/26/2026 6:04 PM
Text:
Contractor to modify gutter along the ADA path of travel to make it ADA-compliance
Freehand
ID:
1
Creator:
Import Agent
Created:
2/27/2026 5:00 AM
Modified:
2/26/2026 6:04 PM
ID:
2
Creator:
Import Agent
Created:
2/27/2026 5:00 AM
Modified:
2/26/2026 6:04 PM
Polygon
ID:
1
Creator:
Import Agent
Created:
2/27/2026 5:00 AM
Modified:
2/26/2026 6:04 PM
ID:
2
Creator:
Import Agent
Created:
2/27/2026 5:00 AM
Modified:
2/26/2026 6:04 PM
ID:
3
Creator:
Import Agent
Created:
2/27/2026 5:00 AM
Modified:
2/26/2026 6:04 PM
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
11
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
Show annotations
View images
View plain text
WARNER AVENUE <br />N. <br />A <br />. <br />P <br />. <br />CL <br />STREET <br />SCCER <br /> <br />STR. SC. <br /> <br />AN <br /> <br />C <br />I <br />L <br /> <br />U <br />N <br />I <br />T <br />BI <br />R <br />C <br />H <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />S <br />T <br />R <br />E <br />E <br />T <br />(P <br />U <br />B <br />L <br />I <br />C <br />) <br />ST <br />A <br />K <br />E <br /> <br />S <br />P <br />O <br />R <br />T <br />S <br /> <br />F <br />O <br />O <br />T <br />L <br />A <br />B <br />SHEET NUMBER <br />Know what's below. <br />before you dig.Call <br />40 <br />0 <br /> <br />W <br /> <br />W <br />A <br />R <br />N <br />E <br />R <br /> <br />A <br />V <br />E <br />, <br /> <br />S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br />92 <br />7 <br />0 <br />7 <br />LICENSED PROFESSIONAL ENGINEER <br />STATE OF CALIFORNIA <br />ERIC A. ROBLES <br />CIVIL <br />NO <br />R <br />T <br />H <br /> <br />G <br />R <br />A <br />D <br />I <br />N <br />G <br /> <br />P <br />L <br />A <br />N <br />PAVING AND GRADING NOTES: <br />CONSTRUCT 6" CONCRETE CURB, TYPE A1-6, PER SPPWC STD PLAN 120-3. <br />CONSTRUCT 6" CONCRETE CURB AND GUTTER PER CITY OF SANTA ANA STD <br />PLAN 1101. <br />CONSTRUCT TRUNCATED DOME PER CBC. TRUNCATED DOMES SHALL EXTEND <br />FULL WIDTH OF RAMP AND 36" IN DIRECTION OF TRAVEL. <br />CONSTRUCT 4" CONCRETE SIDEWALK PER CITY OF SANTA ANA STD PLAN <br />1104. <br />CONSTRUCT ASPHALT PAVEMENT. MATCH EXISTING PAVEMENT SECTION. <br />CONSTRUCT 0" CONCRETE CURB. <br />CONSTRUCT 24"X24" CONCRETE SPLASH PAD AT THE ROOF DRAIN <br />DOWNSPOUT. <br />CONSTRUCT MODIFIED CURB RAMP, CASE B TYPE 1, PER SPPWC STD PLAN <br />111-5. SEE DETAIL 1 SHEET 10. <br />CONSTRUCT MODIFIED CURB RAMP, CASE A TYPE 1, PER SPPWC STD PLAN <br />111-5. SEE DETAIL 1 SHEET 10. <br />CONSTRUCT 4' CONCRETE V-GUTTER PER SPPWC STD PLAN 122-3. SEE <br />DETAIL 2 SHEET 10. <br />CONSTRUCT PARKWAY DRAIN, CASE I INLET, PER CITY OF SANTA ANA STD. <br />PLAN 319. <br />CONSTRUCT RETAINING CURB PER DETAIL 5 SHEET 9. <br />40 <br />41 <br />42 <br />43 <br />44 <br />45 <br />46 <br />47 <br />48 <br />49 <br />50 <br />51 <br />ATCHLINE SEE SHEET <br />A NORTH STAIRS AND RAMP DETAIL <br />1" = 10' <br />40 <br />40 40 <br />40 <br />40 40 <br />40 <br />40 40 <br />4040 <br />4040 40 40 <br />40 <br />40 <br />40 <br />4040 40 <br />40 <br />40 <br />40 <br />40 40 <br />40 <br />40 <br />40 40 <br />40 <br />40 <br />40 <br />40 <br />40 <br />40 <br />40 <br />40 <br />40 <br />40 <br />40 <br />40 <br />40 <br />40 <br />40 <br />40 <br />40 <br />40 <br />40 40 <br />40 40 <br />40 <br />41 <br />4141 <br />41 <br />41 41 <br />41 <br />41 41 <br />41 <br />40 <br />41 <br />41 <br />41 <br />41 <br />41 <br />4141 <br />4141 <br />41 <br />42 <br />48 <br />47 <br />42 <br />43 <br />43 <br />43 <br />44 <br />40 <br />41 <br />40 <br />LEGEND: <br />N <br />40 <br />40 <br />40 <br />40 <br />PER SEPARATE PLAN: <br />TRASH ENCLOSURE <br />STAIRS <br />RAMP WITH HANDRAILS <br />LIGHT POLE <br />AA <br />BB <br />CC <br />DD <br />DD <br />CC <br />BB <br />BB <br />DD DD DD <br />DD <br />DD <br />DD <br />DD <br />46 <br />46 <br />40 <br />41 <br />41 <br />40 <br />40 40 <br />40 <br />40 <br />47 <br />47 <br />47 <br />40 <br />40 <br />40 <br />40 <br />40 <br />40 <br />40 <br />40 <br />40 <br />B EAST STAIRS AND RAMP DETAIL <br />1" = 10' <br />BB 40 <br />40 <br />40 <br />40 <br />40 <br />40 <br />40 <br />40 <br />40 <br />41 <br />CC <br />41 <br />41 <br />40 <br />40 <br />46 <br />46 <br />Behrooz Sarlak 2/26/2026
The URL can be used to link to this page
Your browser does not support the video tag.