My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2024_PS-2400000 thru PS-2400500_ - PS-2400272
PublicWorks
>
- PUBLIC SERVICES
>
PERMITS & DEVELOPMENT
>
Encroachment(EP)/Driveway(DW) Permits
>
2024
>
PS-2400000 thru PS-2400500
>
Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2024_PS-2400000 thru PS-2400500_ - PS-2400272
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/21/2024 9:30:27 AM
Creation date
2/21/2024 9:27:10 AM
Metadata
Fields
Template:
Permits_Development
DocName
PS-2400272
Category07
Encroachment(EP)/Driveway(DW) Permits
Year2
2024
Notes2
Both Sides of Mello Ave. 0.45 Mile W/O Carrolton Rd.
Type - Permit Process
Bore (up to 12 inch Dia)
Address
648 N. Harding Rd., Modesto,CA 95357
Application
Andy Su
Supplemental fields
Cross Ref
PWP7110005
Type (2)
Encroachment Permit (EP)
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
10
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
This document contains proprietary information of Waterford Irrigation Supply, Inc. <br />The receipt of this document does not convey to the holder any rights to produce <br />or disclose the contents hereof, or to manufacture, use or sell anything described herein. <br />Reproduction, disclosure, or use of this document in any manner for any purpose other than <br />as expressly authorized by Waterford Irrigation Supply, Inc. in writing is strictly prohibited. <br />4®' <br />Connect to Ex.S.S.J.I.D. Lot. Rr <br />Per S.S.J.I.D. Standard 6.01 <br />Board Approval Dote-xx/xx/xx <br />APN 245-13-19 <br />S.S.J.I.D. Right -of -Way <br />Ex. S.S.J.I.D. Box <br />Ex. S. S.J.I. D. Lateral Rr <br />S.S.J.I.D. Right -of -Way <br />County Right -of -Way— 4' Min <br />Mello Road <br />County Right -of -Way <br />ARK 245-130-17 <br />..: <br />8" Low Head Car <br />Bollards(4) Per <br />SSJID STD. 6.01 <br />I iT <br />S <br />Ex.Valve <br />Start of Bore Pit <br />Pole Anchor <br />Pole <br />Proposed Bore Crossing (See Profile) <br />4' Min. <br />Existing 36" Stub & Plug <br />(Depth & Location not Known) y Start of Bore Pit <br />A <br />4' Min. <br />IS <br />4' <br />t <br />0 <br />z <br />rStart of � <br />28"± +l Bore Pit <br />N 8" PIP80 +1 m <br />`a PVC Sleeve ro <br />15"x12" BR <br />Lat.Rr _ 12" Line Gate <br />X16" Sch.80 Flg. <br />16"/4'± Steel <br />Connect to Ex.S.S.J.I.D. Lot. Rr <br />Per S.S.J.I.D. Standard 6.01 <br />Board Approval Date-xx/xx/xx <br />10, <br />Edge of� <br />Pavement <br />To Sump <br />I! <br />10.0' <br />N <br />Note: 0 <br />Keep Pipe Level Through <br />County Right -of -Way <br />(Min. Slope to South) <br />Ex. S.S.J.I.D. Lateral Rr <br />0' <br />L Mello Road <br />ement <br />Proposed 12" CL160 PVC - 55'± (In -Line Valve to South R.O.W.) <br />Profile of Mello Road Crossing (Section A -A) <br />S.S.J.I.D. Lateral Rr <br />O <br />a <br />f O <br />I I <br />of <br />w <br />O <br />+Z <br />CZ <br />15' <br />� <br />b <br />..: <br />8" Low Head Car <br />Bollards(4) Per <br />SSJID STD. 6.01 <br />I iT <br />S <br />Ex.Valve <br />Start of Bore Pit <br />Pole Anchor <br />Pole <br />Proposed Bore Crossing (See Profile) <br />4' Min. <br />Existing 36" Stub & Plug <br />(Depth & Location not Known) y Start of Bore Pit <br />A <br />4' Min. <br />IS <br />4' <br />t <br />0 <br />z <br />rStart of � <br />28"± +l Bore Pit <br />N 8" PIP80 +1 m <br />`a PVC Sleeve ro <br />15"x12" BR <br />Lat.Rr _ 12" Line Gate <br />X16" Sch.80 Flg. <br />16"/4'± Steel <br />Connect to Ex.S.S.J.I.D. Lot. Rr <br />Per S.S.J.I.D. Standard 6.01 <br />Board Approval Date-xx/xx/xx <br />10, <br />Edge of� <br />Pavement <br />To Sump <br />I! <br />10.0' <br />N <br />Note: 0 <br />Keep Pipe Level Through <br />County Right -of -Way <br />(Min. Slope to South) <br />Ex. S.S.J.I.D. Lateral Rr <br />0' <br />L Mello Road <br />ement <br />Proposed 12" CL160 PVC - 55'± (In -Line Valve to South R.O.W.) <br />Profile of Mello Road Crossing (Section A -A) <br />County Right -of -Way <br />County Right -of -Way <br />PreHm'Mary Ran <br />Edge of <br />Pavement <br />40' <br />A <br />bio <br />S.S.J.I.D. Lateral Rr <br />O <br />a <br />f O <br />I I <br />of <br />o� Proposed w <br />O <br />+Z <br />CZ <br />o Crossing- <br />rossing o <br />� <br />b <br />0 <br />tw <br />U <br />to <br />Mello Road <br />Vicinity Map <br />County Right -of -Way <br />County Right -of -Way <br />PreHm'Mary Ran <br />Edge of <br />Pavement <br />40' <br />A <br />bio <br />M <br />Z <br />I I <br />A <br />O <br />+Z <br />CZ <br />� <br />b <br />0 <br />tw <br />@J <br />to <br />*I *I * <br />3 a a a <br />ce x x <br />O <br />10, <br />L <br />to <br />0 C14 <br />Mo' � <br />Ex.Ground 4' Min. Start of 00 P N <br />Bore Pit w N <br />�9 <br />O <br />12" PIP80/200'± w <br />(R.O.W. to Box) <br />Lca o <br />64 N <br />To Sump <br />N <br />Notes: <br />1) Pipe is to have a minimum cover of 48" 64 cc m <br />under the existing Pavement .-. <br />2) Pipe to be Bored under Pavement ® o <br />3 Bore Pits to be located Min. of 4' from R.O.W. C6 L <br />
The URL can be used to link to this page
Your browser does not support the video tag.