HomeMy WebLinkAboutItem No. 22 Supplemental Information 3From:William Brooks
To:Brad Fagrell; Richard J. MacHott, LEED Green Assoc.
Cc:Lozano, Xochitl; Tanner III, John; " (jod@pettit-ea.com)"
Subject:Proposed O"Doherty Parcel - Third St. Connection lateral connection
Date:Tuesday, June 13, 2017 12:00:03 PM
Attachments:O"Doherty Parcel_Third St. Channel Connection for City.pdf
Good morning Brad and Richard,
We have reviewed the proposed Third St. Storm Drain, “Stage 2” plans provided to us and
determined that the best solution for a future lateral connection and pick-up point is near the
proposed lateral “A” as shown on the attached plans. The connection promulgated at the east side
of Third St. discussed at the coordination meeting will not work due to utility conflicts (namely the
30-inch Water line).
Mr. John O’Doherty is on the east coast today and has requested that I send you the attached plans
and preliminary calculations for inclusion in the public record for tonight’s City Council meeting. We
desire to have this additional 42-iinch RCP stub-out installed so that a future lateral can be
installed/extended to intercept the interim flows on the O’Doherty parcel by the developer.
Richard, please have this included for the record in the City Council and we will fully support the
project moving forward.
Please concur and let us know if you have any questions with the attachment.
Thank you for all your help and coordination.
Sincerely,
Bill Brooks, P.E., Principal
Armstrong & Brooks Consulting Engineers, Inc.
Mailing Address:
P.O. Box 78088
Corona, CA 92877-9998
Business Address:
1350 E. Chase Dr.
Corona, CA 92881
PH. 951-372-8400 Ex. 114
Fax 951-972-8430
bill@armstrongbrooks.com
From: John O'Doherty [mailto:jod@pettit-ea.com]
Sent: Thursday, June 08, 2017 11:18 PM
To: Brad Fagrell; William Brooks
Cc: Richard J. MacHott, LEED Green Assoc.; Lozano, Xochitl; Tanner III, John
Subject: RE: Mylars
Agenda Item No. 22
Supplemental Information
Thanks Brad,
Looks like you are “burning the midnight oil” as well.
Much appreciated.
Best regards,
John O'Doherty P.E.
Pettit Engineers & Architects
1787 Pomona Road, Suite D-E
Corona, CA 92880
(O) (951) 736-8161
(F) (951) 736-9879
(C) (951) 712-3770
From: Brad Fagrell [mailto:bfagrell@lake-elsinore.org]
Sent: Thursday, June 08, 2017 11:16 PM
To: John O'Doherty; bill@armstrongbrooks.com
Cc: Richard J. MacHott, LEED Green Assoc.; Lozano, Xochitl; Tanner III, John
Subject: Fw: Mylars
John and Bill,
As we discussed in our meeting last week, I am attaching copies of the storm drain sheets for
the Central Plaza project that is at the corner of Central and Collier.
Brad
From: Paula Wells
Sent: Thursday, June 8, 2017 1:58 PM
To: Brad Fagrell
Subject: Mylars
Here is a copy of the Mylars TPM 37284 Collier Ave STDP.
Paula WellsOffice SpecialistCity of Lake ElsinorePH:(951) 674-3124, 915
FILE: petit_lake.WSW W S P G W - EDIT LISTING - Version 14.07 Date: 6-13-2017 Time: 9: 1:50
WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1
CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10)
CODE NO TYPE PIER/PIP WIDTH DIAMETER WIDTH DROP
CD 1 3 0 .000 6.000 14.000 .000 .000 -6.00
CD 2 4 1 3.500
W S P G W PAGE NO 1
WATER SURFACE PROFILE - TITLE CARD LISTING
HEADING LINE NO 1 IS -
Lateral Hydraulics Line A
HEADING LINE NO 2 IS -
Third St. Channel
HEADING LINE NO 3 IS -
Armstrong & Brooks C.E.
W S P G W PAGE NO 2
WATER SURFACE PROFILE - ELEMENT CARD LISTING
ELEMENT NO 1 IS A SYSTEM OUTLET * * *
U/S DATA STATION INVERT SECT W S ELEV
1016.090 1262.160 1 1263.000
WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS
ELEMENT NO 2 IS A REACH * * *
U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H
1087.090 1263.940 2 .013
FILE: petit_lake.WSW W S P G W - CIVILDESIGN Version 14.07 PAGE 1
Program Package Serial Number: 7062
WATER SURFACE PROFILE LISTING Date: 6-13-2017 Time: 9: 2: 3
Lateral Hydraulics Line A
Third St. Channel
Armstrong & Brooks C.E.
************************************************************************************************************************** ********
| Invert | Depth | Water | Q | Vel Vel | Energy | Super |Critical|Flow Top|Height/|Base Wt| |No Wth
Station | Elev | (FT) | Elev | (CFS) | (FPS) Head | Grd.El.| Elev | Depth | Width |Dia.-FT|or I.D.| ZL |Prs/Pip
-|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|
L/Elem |Ch Slope | | | | SF Ave| HF |SE Dpth|Froude N|Norm Dp | "N" | X-Fall| ZR |Type Ch
*********|*********|********|*********|*********|*******|*******|*********|*******|********|********|*******|*******|***** |*******
| | | | | | | | | | | | |
1016.090 1262.160 1.778 1263.938 150.00 7.01 .76 1264.70 .00 1.78 14.00 6.000 14.000 .00 0 .0
-|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-
| | | | | | | | | | | | |
1016.090 1262.160 2.966 1265.126 150.00 17.26 4.62 1269.75 .00 3.39 2.52 3.500 .000 .00 1 .0
-|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-
47.032 .0251 .0203 .96 2.97 1.64 2.70 .013 .00 .00 PIPE
| | | | | | | | | | | | |
1063.122 1263.339 3.132 1266.471 150.00 16.52 4.24 1270.71 .00 3.39 2.15 3.500 .000 .00 1 .0
-|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-
23.968 .0251 .0196 .47 3.13 1.42 2.70 .013 .00 .00 PIPE
WALL ENTRANCE
| | | | | | | | | | | | |
1087.090 1263.940 3.388 1267.328 150.00 15.74 3.85 1271.18 .00 3.39 1.23 3.500 .000 .00 0 .0
-|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-