P.O. #: 006219.00
DESCRIPTION OF CHANGES AND/OR EXTRA WORK:
ITEM U/M QUANTITY % CHANGE UNIT PRICE TOTAL
PCO No. 02 LS 1 0.12% EA 10,375.32$
PCO No. 06 LS 1 0.08% EA 6,489.76$
PCO No. 07 LS 1 0.06% EA 4,940.16$
PCO No. 14 LS 1 0.52% EA 44,579.15$
TOTAL ESTIMATED PRICE FOR THIS CHANGE ORDER: $66,384.39 JUSTIFICATION:
PROJECT NAME:
PROJECT NO:
CONTRACTOR:
Add Trenching Per EMWD
Add Street POC Material & Labor
Add Frontier Conduit
Menifee Fire Station #5
The Contractor is hereby directed to make the herein described changes from the plans and specifications and/or perform the following described work not included in the Plans and Specifications for this project. Work items shall include labor, materials, necessary for the performance and completion of the additional work. Equipment, traffic control, and incidentals. 12/20/2023DATE:
Act 1 Construction
This document shall become an amendment to the Contract and all provisions of the Contract will apply hereto. This Change Order constitutes a complete and final resolution of all claims of the Contract for additional time or additional compensation related to or affected by work that is the subject of this Change Order. Quantities of items other than Lump Sum are not to exceed the amounts indicated.
DESCRIPTION
Relocate Trench Drains
CHANGE ORDER No. 01
Cost is related to the extra layout and sloping of concrete for rearranged trench drains in the App Bay.
PCO No. 02 - Relocate Trench Drains*:
PCO No. 06 - Add Trenching Per EMWD*:
Costs are due to changes made by EMWD to EMWD plan details B-663, B-993, B-271 and B-271A during the construction process.
PCO No. 07 - Add Street PCO Material & Labor*:
CIP 21-04
*PCO documents and applicable back-up documentation has been attached for your reference.
Costs due to conflict between planed location of new watermain tie-in to PCO and location of existing sewer force main requiring required additional materials including 45° bends, and labor.
PCO No. 14 - Add Frontier Conduit*:
Costs are due to Frontier's conduit installation drawing submitted during construction and not a part of the original bid document.
T:\Shared\West\Projects\W368-002.01 Menifee Quail Valley Fire Station\CIP 21-04 Quail Valley Fire Station\49. Change Orders\CCOs\CCO No. 01\CCO No. 01
CCO # Amount % Additional Time Date Approved
10,375.32$ 0.12% 0 7/19/2023
6,489.76$ 0.08% 0 12/18/2023
4,940.16$ 0.06% 0 12/20/2023
44,579.15$ 0.52% 0 12/8/2023
Totals 66,384.39$ 0.78% 0
December 12, 2023
October 30, 2023
0 October 30, 2023
AUTHORIZATION BY CITY:
Recommended for approval by:
____________________________________ Date: __________
CM Name and Tile Carlos E. Geronimo (City Project Manager) Approved by:
Date: __________ ____________________________________ Date: __________ Nick Fidler (PW Director/City Engineer) Armando Villa (City Manager) ACCEPTANCE BY CONTRACTOR:
Accepted by: _____________________________________________________Date: ____________________________ Signature
_____________________________________________________
Please print name and title
Description
Revised Contract Amount:
-$
66,384.39$
8,693,180.96$
Add Trenching Per EMWD
Add Street POC Material & Labor
8,626,796.57$
Previous Change Order Amounts:
________________________________________
Revised Completion Date:
Original Contract Amount:
_____________________Date: _____________
Current Change Order Amount:
Add Frontier Conduit
CONTRACT VARIANCE SUMMARY
We, the undersigned Contractor, have given careful consideration to the above described changes and/or extra work and hereby agree that said work is a supplement to the contract and all provisions will apply hereto.
Date Started:
Original Completion Date:
Additional Time (Working Days)
1 Relocate Trench Drains
T:\Shared\West\Projects\W368-002.01 Menifee Quail Valley Fire Station\CIP 21-04 Quail Valley Fire Station\49. Change Orders\CCOs\CCO No. 01\CCO No. 01
DocuSign Envelope lD : 67BBAF 67 -9D2D-4273-B664-0B5E42CDC 1 88 Work Order (WO) Proposal
Work Description
Cost related to extra layout and sloping of concrete fur reananged trench drains in app bay. Excludes any work or item not listed Cost Items
flff
CTP 2L-04
Quail Valley New Fire Station #5
29745 Goetz Rd
City, State, Zip Menifee, CA 92584
U.S
Project #
Title
Address
Information
Drawing
Spec.
Location
Otfier
02.L
Type
PCO #
Date
Change Order
Trench drains
Work Order Information
City, State, Zip
Country
Phone
Fax
Norco, CA 92860
United States
95L-735-1184
95L-737-5342
Contact
Company
Address
Act 1 Construction Inc.
44 6th St
Issued By
Colin Mcnee
Answer/City of Menifee
29844 Haun Road
City, State, Zip
Country
Phone
Fax
Contact
Company
Address
Menifee, CA 92586
U.S
Issued To
Item No, Item Unit Unit Price Total
1 Per Break Down 1 LS $10.375.32 $10.375.32
2 3
Subtotal = $LO,375.32
The wod< covered by this order strall be performed under the same Terms and Conditions as that induded in the original contract unless staEd drerwise above.
Submitted By:
ACT 1 Construction
Response: {o*"r,
Anser Advisory
E oo Not Accept
Company
Alex Witham
Company
7l3L/2023
Foru*oru
By Date BY{ ru
DocuSi g n E nvelope I D : 67 B BA F 67 -gD2D- 427 3-8664-0 B5E42C DC 1 88 M (G*SAFH.Y.,.VItd TOUt*d1,ntelrdr**tn9Pl@ry,
444 Sixth St. Norco CA 92860 * 951-735-7784csLB# 657577, A, B, C-8, C-1.2, C-29 r uest
clP 21-04JOB NAME: Quail Valley New Fire Station No. 5 JOB #:
! KENIAL OTHER EXPI.ABOR MA I E,RIAL E.QUIPMI
UNIT
COST
TOTAL
COST
UNIT
COST
TOTAL
COST
UNIT
COST
TOTAL
COST
PRIME CONTRACTOR
LINE ITEM
U QTY UNIT
COST
TOTAL
COST
s 521.52 Iaorer (formworUsloping condition and layot
$ 521.52 )aorer (formworUsloping condition and layor
s 521.52 $ Iaorer (formworUsloping condition and layor
s 521.52 s I
s 552.8A I
s 552.84 s I
$ I
$ s t
D $ I
I
$ I
$ I
$$
$ ) l
s )
) I
g s
, $ I
) ) I
aorer (furmworUsloping condition and layot
Concrete Finisher
Concrete Finisher
HR
HR
HR
HR
HR
HR
65.19 a5.$
65.19 65.19
69.10 69.10
$
IUIAL 3,191.66$ TOTAL IOTAL $ IOIAL $
COMBINED TOTALS
U QTY COST AS
%
AS
$
TOTALSSUBCONTRACTOR
LINE ITEM
)
)
)
Per Subcontractors Breakdown LS 1 $ 5,175.81
)
COMBINED TOTAL
GENERAL CONTRACTORS COSTS
DESCRIPTION SUBTOTAL AS% AS$ IUIAL
MATERIAL
RENTAL EQUIPMENT
OTHER EXPENDITURES
PRIM E CONTRACTOR MARKUPDESCRIPTION SUBTOTAL
A5% A!;U
TOTAL
u.u.uuiilt,fiII 4,117.27$ 20o/o $ 823.45
$ 15o/o $
SUB CONTRAC' 5.175.81$ 5o/o s 2ffi.79 5.434.60
$ $
sBONDING
r
4,117.27$
1A 375.32$
713112023---2:05 PM
$ $
$
$
s
$ $
$
s
$
$
$ $ $
s $
s $
s $
s
s $
s s
s $
s
$
)P
s
$
$ 5,175.81
1t
2)
3)
4)
29.[X) 5 925.59
8.7So/a s
8.7504 s
0.00o/o $
SUMMARY OF PROFIT AND OVERHEAT'
G C COSTS (ITE
DocuSign Envelope lD: 67BBAF67-9D2D -4273-8664-0B5E42CDC 1 88 Proposed Change Order
Contractor Weber's Plumbilg.Ilg
Description of Change: Move trench drains pipes in App bay per RFI Add
Date
COR No.
Revised
612912023
2 Deduct
Subcontractor
15% Mark up
S ubcontractor S ubtotal
Material
15% Mark up
Material Subtotal
T&M Work
15% Mark up
Equipment Subtotal
Labor
15% Mark up
Labor Subtotal
Subtotal
Bond Premium
Total
$ s
$ s
$
s
$$
$$
$s
$
ss
$s
$$
$s
$s
l,l 55.84
l 73.3 8
1,329.22
s
4,391.76
s 658.7 6
5,050.5 2
6,379.7 4
6,379.7 4
Total Cost 6,379.7 4$
Menifee Fire Station #5
$
DocuSign Envelope lD : 67BBAF67 -9D2D-4273-8664-0B5E42CDC 1 88 Project: Menifee Fire Station #5
Subcontractor: Weber's Plumbing, lnc
Lic# 444338
Description of Change:
Cost Proposal
Date
WP CO
RFI#
Revised Date
6t29t2023
2 Description QTY UNIT Labor Mat+Tax T&M Sub TotalLab Mat T&M Sub Labor: $ $ $ $ $
Plumber Labor - trenching by hand B HR $ 101 .36 $ 810.88 $ $ $ $ 810.88 Sth Year Apprentice - trenching by hand 8 HR $ 81 .63 $ 653.04 $ $ $ $ 653.04 Plumber Labor - plping 8 HR $ 101 .36 $ 810.88 $ $ $ $ 810.88 Sth year Apprentice - pipinq I HR $ 81 .63 $ 653.04 $ $ $ $ 653.04 Plumbinq Labor - backfilling 4 HR $ 101 .36 $ 405.44 $ $ $ $ 405.44 5th Year Apprentice - backfilling 4 HR $ 81 .63 $ 326.52 $ $ s $ 326.52 Plumbing Labor - testinq 4 HR $ 101 .36 $ 405.44 $ $ $ $ 405.44 Sth Year Apprentice - testinq 4 HR $ 81 .63 $ 326.52 $ $ s $ 326.s2 Material: $ s $ $ $
See attached Quote 1 EA $ 1 .155.84 $ $ 1 ,155.84 $ $ $ 1 ,1 55.94 $ $ $ $ $
$ $ $ $ $
$ $ $ $ $
$ $ $ $ $
$ $ $ $ $
$ $ $ $ $
$ $ $ $ $
$ $ $ $ $
$ $ $ $ $
$ 4,391.76 s 1 ,155.84 $ s $ 5,547.60
$ $ $ $ s
DocuSign Envelope lD: 67BBAF67-9D2D -4273-8664-0B5E42CDC 1 88 )c #16
tate
Total
Time: (Regular, Overtime)
OVERTIM
F
5th Year r Year 3rd Year nd Year 1st Year umber Jl ctn Year 4tn Year 3rd Year znd Year 1st Year oreman Hounv tsase Rate
Base waqe F(ate 40.46 35.41 30.35 25.25 22.76 75.87 60.59 53.12 4C.C3 37.UU 34.14 87, vacauon or v&Fl 2.95 2.65 2.36 z.06 1.76 4.88 4.43 3.98 3.54 3.09 2.64 5.64 ues Deducted t1 (1.74 I1./t (1./i t1.z5t 1.t5 11.7 11.7 11.70 11.7 (1.70) 11.2U 11.ts UA ORG Fee Deducted -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 aqe 41.56 36.21 30.86 25.46 23.17 79.05 o3.42 cc.39 4t.3t 39.2t 35.58 91.20 Payroll laxes
;lCA (Medicare) 3.12 z.Iz 2.31 1.91 1.14 5.93 4.76 4.15 3.55 2.94 2.6t 0.64 z.cu z.zc 1.91 1.CU 1.44 3.t2 4.90 3.93 3.43 2.94 2.43 2.21 5.65 Jl or SUTA (State Unemolovment lnsurance) 2.58 't.91 1.CU 1.44 3.tz 4.90 3.93 3.43 2.94 2.43 z.z1 c.55 ocial Securitv 3.12 2.72 2.3',|, 1.9',| 1.14 4.51 5.93 4.76 4.15 3.55 2.94 z.b I 6.U4 v lnsurance o.42 0.36 0.31 U.Z3 u.no o.79 0.63 0.55 o.47 0.39 u.50 u.91 State Unemployment Training 0.37404 0.32589 0.27774 0.22914 0.20853 0.54072 0.711405 0.570735 0.49851 0.426285 0.353385 032022 0.820755 rolt I axes 12.16 10.51 9.04 1.46 6.79 23.16 18.58 't ti.z3 13.UU 1 1.50 10.42 26.72 ;rinoe Benefits
9.05 9.06 9.06 9.5U T'.UU 9.06 8.91 8.91 E.91 8.91 u.9'l U.UU u.91renston 5.94 6.57 6.24 0.00 u.uu 9.U5 9.50 6.59 6.22 5.89 0.00 u.uu 9.CO Natronal Penston 0.90 0.90 0.90 0.38 U.JU 3.UU 3.OO 0.90 0.90 0.90 0.38 0.38 lt.uu JA Iralnrno 0.10 0.10 0.10 0.10 0.10 U.1U o.10 0.10 0.10 0.10 0.10 0.10 u.'tu REt. XMAS 0.75 0.69 0.64 0.00 0.00 u. /c 0.70 0.64 0.59 0.75 AalJ lratntnq 1.89 1.86 1.81 1.80 1.73 2.41) 1.t4 1.t1 1.65 1.55 1.5E 2.40 Prpe 0.64 0.64 0.64 0.64 0.58 0.65 0.c9 o.c9 o.59 0.59 0.55 0.55 -MCC 0.3c 0.3b 0.35 o.35 0.35 0.35 0.35 0.35 o.35 0.35 0.35 0.35 Oontr. Education Dev. 0.34 0.34 34 034 0.34 0.34 0.33 0.33 0.33 0.33 0.330.33 0 33 l clt
Fring
-o
Benef
ts 20.97 20.51 53.7 4 13.19 3.48 26.75 25.99 20.21 19.75 19.31 12.31 3-29 25.99 fUork
ar's
ltrrnn 2.07 1.80 1.53 2.99 3.93 3.15 2.75 2.35 1.95 1_77 4.53 ;omp 2.53 2.31
DocuSign Envelope lD : 67BBAF67-9D2D-4273-B664-08 5E42CDC 1 88 Benefits
Total
Effective Dates: September 1,2021to August 31,2022
Time: (Regular, Overtime)
REGULAR PAY OVERTIME
Plumber
!mrrmn
5th Year 4th Year 3rd Year 2nd Year 1st Year Foreman )lumber 5th Year 4th Year 3rd Year 2nd Year lst Year Foreman Base Waqe Rate 51.88 41.50 36.32 31.13 25.94 23.35 59.66 77.82 62.25 54.48 46.70 38.91 35.03 89.49
3.30 3.00 2.70 2.41 2.11 1.81 3.61 4.95 4.50 4.05 3.62 3.17 2.72 5.42 DC #16 Dues Deducted (1.75) (1.751 (1.75t (1.751 (1.75) 11.251 (1.75) (1.70t (1.70) 11.701 (1.70t t1.701 11.201 (1.701 UA ORG Fee Deducted (0.10) (0.10) (0.10) (0.10) (0.101 (0.101 (0.10) (0.10) (0.10) (0.10) (0.10) (0.10) (0.10)
55.18 44.50 39.02 33.54 2E.05 25.16 63.27 82.77 66.75 58.53 50.31 42.O8 37.74 94.91 FICA (Medicare) 4.14 3.34 2.93 2.52 2.10 1.89 4.75 6.21 5.01 4.39 3.77 3.16 2.83 7.12 FUI or FUTA (Unemolovment lnsurance) 3.42 2_76 2.42 2.08 1.74 1.56 3.92 5.13 4.14 3.63 3.12 2.61 2.34 5.88 SUI or SUTA (State Unemployment lnsurance) 3.42 2.76 2.42 2.08 1.74 1.56 3.92 5.f 3 4.14 3.63 3.12 2.61 2.34 5.88 Social Security 4.14 3.34 2.93 2.52 2.10 1.89 4.75 6.21 5.01 4.39 3.77 3.16 2.83 7.12 State Disabiitv lnsurance 0.61 0.45 0,39 0.34 0.28 0.25 0.63 0.83 0.67 0.59 0.50 0.42 0.38 0.95 State Unemployment Trainino 0.06 0.40 0.35 0.30 o.25 0.23 0.57 0.74 0.60 0.53 0.45 0.38 0.34 0.85
15.78 13.04 11.43 9.83 8.22 7.37 18.54 24.25 19.56 17.15 '14.74 12.33 11.06 27.81
9.26 9.26 9.26 9.26 9.76 0.00 9.26 9.26 9.26 9.26 9.26 9.76 0.00 9.26 Pension 10.35 7.44 7.O7 6.74 0.00 0.00 10.35 10.35 7.tM 7.O7 10.356.71 0.00 0.00 National Pension 3.00 0.90 0.90 0.90 0.38 0.38 3.00 3.00 0.90 0.90 0.90 0.38 0.38 3.00 UA Trainino 0.'t0 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 Ret. XMAS 0.85 0.80 0.74 0.69 0.00 0.00 0.85 0.85 0.80 o.74 0.69 0.00 0.00 0.85 A&J Traininq 2.70 2.O4 2.01 1.96 1.95 1.88 2.70 2.70 2.04 2.O1 1.96 1.95 1.88 2.70 Pioe 0.70 0.64 0.64 0.64 0.64 0.58 0.70 0.70 0.64 0.64 0.64 0.64 0.58 0.70 LMCC 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 Oontr. Education Dev 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 35.00 0.35
27.66 21.88 21.42 20.99 13.53 3.64 27.66 27.66 21.88 21.42 20.99 13.53 38.29 27.66 vvorKers
3omp 2.74 2.21 1.94 1.67 3.14 4.11 3.32 2.91 2.50 2.09 1.88 4.72 workers
2.79 2.50
fotal Labor Cost Per Hour 101.36 81.63 73.81 66.02 52.59 38.68 112.61 138.80' 111.51 100.01 88.54 70.02 88.96 155.09 Base Waoe
DocuSign Envelope lD: 67BBAF67-9D2D -4273-8664-0B5E42CDC 1 88 Office Weber's Plumblinq
From:
Sent:
To:
Subject:
sheri. I a m b @ferg u son.com
Thursday, Jun e 29,2023 8:42 AM
Sheri. La mb@ Ferg uson.com
Email Bid# 8589033
Price Quotation # 8589033
FERGUSON ENTERPRISES, LLC #603
2750 SOUTH TOWNE AVENUE
POMONA, CA 9L766
Phone : 909-517-3085
Fax : 909-513 -1607
Bid No..,....: 8589033
Bid Dat€...! 06129123
Quoted By: SHL
Customer.: WEBERS PLUMBING
PO BOX 549
QUAIL VALLEY FIRE STATION
wr NcH ESTE R, CA 92596-0549
Cust PO#..:
Item
PDWVCM
PDWV4M
PDWV9M
PFPAPME
Item Code
Cust Phone: 95L-926-5452
T9rms.........: NET 10TH PROX
Ship To.......r WEBERS PLUMBING
29745 GOETZ RD
qUAL VALLEY FIRE STATION
MENIFEE, CA 92587
Job Name.: QUAIL VALLEY FIRE STATION
Su btota l:
lnbound Freight:
Tax:
Order Total:
S rooz.ss
So.oo
Sgg.or
S r rss.g+
Description Quantity Net Price UM Total
3X2O PVC S4O FOAM CORE PIPE 60 410.200 C 246.12
r l0l l9 l QT PVC HD GRAY CMNT 7l l I 52.220 EA 52.22
rr0225 I PT PVC PURP PRMR P7O I 28.650 EA 28.6s
3 PVC DWV P TRAP 9 33.500 EA 301 .50
3 PVC DWV COUP 9 5.180 EA 46.62
3 PVC DWV 45 ELL 5 9.270 EA 46.35
3 PVC DWV 90 E,LL 4 r 0.530 EA 42.12
3 PVC TP ADPT W/ 5/8 COMP ADPT 9 33.250 EA 299.25
Description Notice
3X2O PVC S4O FOAM CORE PIPE t WARNING: Cancer and Reproductive Harm - www.P65warnings.ca.gov 3 PVC DWV P TRAP t WARNING: Cancer and Reproductive Harm - www.P65warnings.ca.gov 3 PVC DWV COUP t WARNING: Cancer and Reproductive Harm - www.P65warnings.ca.gov 3 PVC DWV 45 ELL t WARNING: Cancer and Reproductive Harm - www.P65warnings.ca.gov 3 PVC DWV 90 ELL t WARNING: Cancer and Reproductive Harm - www.P65warnings.ca.gov 1 PDWVCM
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MENIFEE
New. Better. Best.
City of Menifee
NEW QUAIL VALLEY
FIRE STATION #5
297a5 Goe Rd
I.nf.. CA 9?97
CAN\OTOESIGN
797 J Slr.d
S.n oEgo. CA 92101
P 619.398.0215
f 6!e 81a l2a9
&i&qle I Iroclr
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t150 E Chrr. Dr
Cdm. CA eral
e6l 372 Loo Er ! la
Crqsa.ard Lndrop. &clldu.
L&dacapa Afiinact
m 9{. Srd S[.8
S.n DEgo. CA e2103
PLAI{ REVIEW SUEillTTAI. PC.2
60* coltsTRUcllotr DocuilENTs
OESIG'{ OEVELOPT'ENT
27 JAN 2022
23 NOV 2021
O*Ora" B
PI.AT{ REVIEW SUBIITTAL PC' 06 JUI{E 2022
PL^fi REvlEw SUBITTAI Pc'l zo(pR 2022
PLAN
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DocuSign Envelope lD: 67BBAF67-9D2D -4273-8664-0B5E42CDC 1 88 Work Order (WO) Proposal
Work Description
Cost to trench 20' North and 20' South (40' total) at our new POC in street to veriff existing 18" line has restraints per EM\A/D inspectors Direction. Trench, backfill and temp patch with traffic control. Specific work not shown or called out on plans.
Cost Items
m
CIP 2L-O4
Menifee Fire Station #5
29745 Goetz RD
Menifee, CA 92587
U.S
Project #
Title
Address
CiW, State, Zip
Country
Project Information
Drawing
Spec.
Location
Other
06PCO #
Date
Type
Subject
Change Order
Added Prenchinq
Work Order Information
City, State, Zip
Country
Phone
Fax
Norco, CA 92860
United States
95t-735- 1184
95L-737-5342
Contact
Company
Address
Act 1 Construction Inc.
44 6th St
Issued By
Colin Mcnie
Answer/City of Menifee
29844 Haun Rd.
City, State, Zip
Country
Phone
Fax
Menifee, CA 92587
U.S
Contact
Company
Address
Issued To
Item No. Item Description QuantiW Unit Unit Price Total 11 2
3 Per subcontractons'
1 72 72
Subtota; = 96,499.76
The work covered by this order shall be performed under the same Terms and Conditions as that included in the original contract unless stated otherwise above.
Response:
Anser Advisory
EI oo Not AcceptNf,,*.o,Submitted By:
ACT 1 Construction
Company
Alex Witham LL.6.2023
Company
ru rlra/rcu
By Date w-7 w ----7--"Date
DocuSign Envelope lD: 67BBAF67 -9D2D-4273-8664-0B5E42CDC 1 88 Proposed Change Order
Contractor Weber's Plumbing, lnc
Description of Change: Sawcutting and trenching in the street 40' strip Add
Date
COR No.
Revised
r013012023
Deduct
$
s 6,180.72
Subcontractor
15% Mark up
S ubcontractor Subtotal
Material
15% Mark up
Material Subtotal
T&M Work
l5o/o Mark up
Equipment Subtotal
Labor
15% Mark up
Labor Subtotal
Subtotal
Bond Premium 0.00
Total
$ s
$$
s$
$s
$$
$$
$s
$$
$$
$$
$
$$
7s 0.00
s I I 2.50
862.s0
552.22
82.83 63 5.05
$
4,072.32
$ 6 10.85
4,683.17
6,,180.72
6,180.72
Total Cost
Quail Valley Fire Station
DocuSign Envelope lD : 67BBAF67-9D2D-4273-8664-08 5E42CDC 1 88 Project:
Subcontractor: Weber's Plumbing, lnc
Lic# 444338
Cost Proposal
Date
wP co
RFI#
Revised
Date
Description of Change: To trench back 20' noilh and south (40' total) as our new POC in street to verify existing 18" line has restraintr per EMWD inspectots direction Trench, backfill and temp patch with traffic control (not shown or called out on plans) Desc ription QTY UNIT
Unit Cor
Labor Mat+Tax T&M Sub TotalLab Mat T&M Sub
Labor: $ $ $ s $
Plumber Labor 8 HR $ 1 1 1.65 $ 893.20 $ $ $ $ 893 20
5th Year Apprentice/ Flagqers x 2 quys 16 HR $ 9056 $ 1,448.96 $ $ $ s 1.448.96 Backhoe 8 HR $ 125 00 $ 1.000.00 s $ $ $ 1,000.00
Operator 8 HR $ 91 27 $ 730 16 $ $ $ $ 730.16
$ $ $ $ $
Other costs $ $ $ $ $
Sawcuttinq approx. 84' feet 1 EA $ 750 00 $ $ $ $ 750.00 $ 750 00 Cold patch 35 EA $ 750 $ $ 282.84 $ $ $ 282.84
Traffic control, safety, delinators & siqns 1 EA s 250.00 $ $ 269 38 $ $ $ 269.38 EA $ $ $ $ $
EA $ $ $ $ $
FT $ $ $ $ $
FT $ $ $ $ $
EA $ $ $ $ $
EA $ $ $ $ $
EA $ $ $ s $
s 4,91:z.32 s 55?,.22 $ $ 750.00 U c.J/4.C4
$ $ $ $ $
DocuSign Envelope lD: 67BBAF67-9D2D -4273-8664-0B5E42CDC 1 88 Total
Total
st Year Year Year Year
2.21 1.94 1.67 3.14 4.11
DocuSign Envelope lD: 67BBAF67-9D2D -4273-8664-0B5E42CDC 1 88 Iaxes
Benefits
Total Benefits
Worksheet:
Weber's Plumbing
Effective Dates: September 1, 2O23 to August 3'1, 2024
fime: (Regular, Overtime)
REGULAR PAY OVERTIME
Plumber
lmrrmn
5th Year 4th Year 3rd Year 2nd Year lst Year Foreman rlumber 5th Year 4th Year 3rd Year 2nd Year lst Year Foreman Base Waqe Rate 53.78 43,02 37.65 32.27 26.89 24.20 61.85 80 67 64.53 56.48 48.41 40.34 36.30 92.78 Vacation or V&H 3.40 3.10 2.80 2.51 2.21 1.91 3.71 5.10 4.65 4.20 3.77 3.32 2.87 5.57 DC #16 Dues Deducted (1.75) (1.751 (1.75) (1.75t t1.751 11.251 (1.7st (1.70) (1.70) (1.70) (1.70) (1.70t (1.201 (1.701 UA ORG Fee Deducted (0.10) (0.10) (0.10) (0.10t (0.10) (0.10) (0.10) (0.101 (0.10) (0.101 (0.10) (0.101 (0.10)
57.18 46.12 40_45 34.78 29.10 26.11 65.56 85.77 69.18 60.68 52.17 43.65 39.17 98.34 FICA (Medicare) E.75 7.06 6.19 5.32 4.45 3-99 10.03 13.12 't0.58 9.28 7.98 6.68 5.99 15.05
3.s5 2.86 2.51 2.16 1.80 1.62 4.06 5.32 4.29 3-76 3.23 2.71 2.43 6.10 SUI or SUTA (State Unemolovment lnsurance) 3.55 2.86 2.51 2.16 1.80 1.62 4.06 5.32 4.29 3.76 3.23 2.71 2.43 6.10 SocialSecurity 7.09 5.72 5.02 4.31 3.61 3.24 8.13 10.64 8.58 7.52 6.47 5.41 4.86 12.19 State Disabiity lnsurance 0.63 0.46 0.40 0.35 0.29 0.26 0.65 0.86 0.69 0.61 0.52 o.M 0.39 0.98
0.06 o.42 0_36 0.31 o26 o.23 0.59 o.77 0.62 0.55 o.47 0.39 0.35 0.89
23.62 19.37 16.99 14.61 12.22 10.97 27.54 36.02 29.06 2s.48 21.91 18.33 16.45 41.30 lealth and Welfare 9.26 9.26 9.26 9.26 9.76 0.00 9.26 9.26 9.26 9.26 9.26 9.76 0.00 9.26 )ension 10.45 7.54 7.17 6.84 0.00 0.00 10.45 10.35 7.M 7.O7 6.74 0.00 0.00 10.35 \ational Pension 3.00 0.90 0.90 0.90 0.38 0.38 3.00 3.00 0.90 0.90 0.90 0.38 0.38 3.00 JA Training 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 o_10 Ret. XMAS 0.85 0.80 o.74 0.69 0.00 0.00 0.85 0.85 0.80 0.74 0.69 0.00 0.00 0.85 \&J Trainrnq 2.E5 2.19 2.16 2.11 2.10 2.03 2.85 2.70 2.O4 2.O1 1.96 1.95 1.88 2.70 )ioe 0.80 o.7A 0.74 0.74 0.74 0.68 0.80 0.70 0.64 0.64 0.64 0.64 0.58 0.70 -MCC 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 lontr. Education Dev. 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 35.00 0.35 2E.01 22.23 21.77 21.34 13.78 3.89 28.O1 27.66 21.88 21.42 20.99 13.53 38.29 27.66 /vorKer s
Somp 2.84 2.84 2.84 2.84 2.84 4.26 3.44 3.02 2.59 2.17 1.95 4.89 ryorkers
4.65 4.55
Iotal Labor Cost Per Hour 111.65 90.56 82.05 73.57 59.75 45.62 123.95 153.72 123.55 110.59 97.66 77.68 95.85 172.19 :Ul or FUTA (Unemplovment lnsurance)
DocuSign Envelope lD: 67BBAF67-9D2D -4273-8664-0B5E42CDC 1 88 Hcr
Work Order (WO) Proposal
crP 21-04
Menifee Fire Station #5
29745 Goetz RD
Menifee, CA 92587
U.S
Project #
Title
Address
CiW, State, Zip
Country
Project Information
Drawing
Spec.
Location
Other
07PCO #
Date
Type
Subject
Change Order
Added Prenching
Work Order Information
City, State, Zip
Country
Phone
Fax
Norco, CA 92860
United States
95L-735-1184
95L-737-5342
Contact
Company
Address
Act 1 Construction Inc.
44 6th St
Issued By
Colin Mcnie
Answer/City of
Menifee2984 Huan Rd.
City, State, Zip
Country
Phone
Fax
Contact
Company
Address
Temecula, CA 92590
U.S
Issued To
Work Description
Cost to of6et ofbet over the forced main at POC for fire water connection per subconhactor desoiption on PG 3 Cost Items
ftem No. Item Description Quantity Unit Unit Price Total 1 Per su bcontractor"s' Promsa I 1 LS $4,704.9L $4,704.9L 2 Act 1 General Conditions 1 5o/o $23s.2s $23s.2s
3 Subtotal -- $4,94O.L6
The work covered by this order shall be performed under the same Terms and Conditions as that included in the original contract unless stated otherwise above.
Submitted By:
ACT 1 Construction
Response: {o*.r,
Anser Advisory
E oo Not Accept
Company
Alex Witham
Company
LL.6.2023
Foru*r@ /.L '2
ffi
DateBy Date By/ (-{/
DocuSign Envelope lD: 67BBAF67-9D2D -4273-8664-0B5E42CDC 1 88 Proposed Change Order
Contractor Weber's Plumbing. [nc
Description of Change: Street POC added material and labor Add
Date
COR No.
Revised
tU U2023
5 Deduct
Subcontractor
15% Mark up
Subcontractor Subtotal
Material
15% Mark up
Material Subtotal
T&M Work
l5o/o Mark up
Equipment Subtotal
Labor
15% Mark up
Labor Subtotal
Subtotal
Bond Premium 0.00
Total
s
$$
$
s
$
s 3,282.39
$ 4e2.36
3,77 4.7 5
808.84
t2t.33
930.r7
4,704.91
4,704.91
Total Cost
$
$
$
$$
$$
$$
ss
ss
$$
$
$$
$
$ 4,704.91
Quail Valley Fire Station
DocuSign Envelope lD: 67BBAF67-9D2D -4273-8664-0B5E42CDC 1 88 Project:
Subcontractor: Weber's Plumbing, lnc
Lic# 44338
Date
WP CO
RFI#
cflr F6Ed Riva.d D.a.
D-.ddlon ol Chr{.: Wt r di PIOC b .t ln tt..lrxt.bfillon b rt 6.20. 15'to O|. fit l. .n ultng loltd ixlnatC.lo. $a c.u.- u.lo h.w io ollLt lrp oErin. br..d nr.ln dln mLrt l .nd .lbo.
Description QTY UNIT Labor Mat+Tax T&M Sub TotalLab Mat T&M Sub Labor: $ $ $ $ $
Plumber Labor 4 HR $ 111.65 $ 446.60 $ $ $ $ 446.60
Sth Year Apprentice 4 HR $ 90.56 $ 362.24 $ $ $ $ 362.24 $ $ $ $ $
Other costs $ $ $ $ $
1 EA $ 3.282.39 $ $ 3.282.39 s $ $ 3,282.39
EA $ $ $ $ $
EA $ $ $ $ $
EA $ $ $ $ $
EA $ $ $ $ $
FT $ $ $ $ $
FT $ $ $ $ $
EA $ $ $ $ $
EA $ $ $ $ $
EA $ $ $ $ $
s UUU.U4 $ 3,ZAZ,39 $ $ $ 4,091.23
$ $ s $ $
DocuSign Envelope lD: 67BBAF67-9D2D -4273-8664-0B5E42CDC 1 88 Total
Total
Wage
Rate
Work
sheet
Year Year st Year Year
2.21 1.94 1.67 2.50 2.09 1.88 4.72
2.50 Iaf,rtIL
DocuSign Envelope lD: 67BBAF67-9D2D -4273-8664-0B5E42CDC 1 88 Taxes
Total Benefits
r lqlre t\qrs
Worksheet:
Weber's Plumbing
Effective Dates: September 1,2023 to Auoust 31.2024
fime: (Regular, Overtime)
REGULAR PAY OVERTIME
Plumber 5th Year 4th Year 3rd Year 2nd Year lst Year Foreman Plumber 5th Year 4th Year 3rd Year 2nd Year 1st Year Foreman Base Waoe Rate 53.78 43.02 37.65 32.27 26.89 24.20 61.E5 80.67 64.53 56 48 48.41 40 34 35.30 92 7A Vacation or V&H 3.40 3.10 2.80 2.51 2.21 1.91 3.71 s.10 4.65 4.20 3.77 3.32 2.87 5.57 DC #16 Dues Deducted (1.751 (1.751 (1.75) t1.751 (1.75t 11.251 t1.751 (1_701 r1-70t (1.70) (1.70) (1.70) (1.20) (1.70) UA ORG Fee Deducted (0.10) (0.10) (0.10) (0.101 (0.10) (0.101 (0.101 (0.10) (0.101 (0.10t (0.10) (0.101 (0.101
57.18 46.12 40.45 34.78 29.10 26.11 65.56 E5.77 69.18 60.68 52.17 43.65 39.17 98.34 FICA (Medicare) E.75 7.06 6.19 5.32 4.45 3.99 10.03 13.12 10.58 9.28 7.98 6.68 5.99 15.05 FUI or FUTA (Unemolovment lnsurance) 3.55 2.86 2.51 2.16 1.E0 1.62 4.06 5.32 4.29 3.76 3.23 2.71 2_43 6.10 SUI or SUTA (State Unemployment lnsurance) 3.55 2.86 2.51 2.16 1.E0 1.62 4.06 5.32 4.29 3.76 3.23 2.71 2.43 6.10 Social Securitv 7.09 5.72 5.02 4.31 3.61 3.24 8.13 10.64 8.58 7.52 6.47 5.41 4.86 12.19 State Disabiitv lnsurance 0.63 0.46 0.40 0.35 0.29 0.26 0.66 0.86 0.69 0.61 o.52 o.44 0.39 0.98 o42 0.36 0.310.06 0.26 0.23 0.59 0.77 0.62 0.55 0.47 0.39 0.35 0.89
23.62 19.37 16.99 14.61 12.22 10.97 27.54 36.02 29.06 25.48 21.91 1E.33 16.45 41.30
9.26 9.26 9.26 9.26 9.76 0.00 9.26 9.26 9.26 9_26 9.26 9.76 0.00 9.26 Pension 10.45 7.54 7.17 6.84 0.00 0.00 10.45 10.35 7.44 7.O7 6.74 0.00 0.00 10.35
3.00 0.90 0.90 0,90 0.38 0.38 3.00 3.00 0.90 0.90 0.90 0.38 0.38 3.00 UA Trainino 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 o_to 0.10 Ret. XMAS 0.85 0.80 o.74 0.69 0.00 0.00 0.85 0.85 0.80 o.74 0.69 0.00 0.00 0.E5 A&J Trainino 2.85 2.19 2.16 2.11 2.10 2.O3 2.85 2.70 2.04 2.O1 1.96 1.95 1.88 2.70 Pipe 0.80 0.74 o.74 0.74 0.74 0.68 0.80 0.70 0.64 0.64 0.64 0.64 0.58 0.70 tMcc 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 3ontr. Education Dev. 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 35.00 0.35 2E.01 22.23 21.77 21.34 13.7E 3.89 2E.O1 27.66 21.EE 21.42 20.99 13.53 38.29 27.66 l,vorKers
lomp 2.84 2.84 2.84 2.84 2.84 4.26 3.44 3.02 2.59 2.17 1.95 4.89 rvorkers
4.65 4.65
82.05fotal Labor Cost Per Hour 111.65 90.56 73.57 59.75 45.62 123.95 153.72 123.55 110.59 97.66 77.68 95.85 172.19 Pavroll Tares
ralth and Welfare
DocuSign Envelope lD : 67BBAF67-9D2D-4273-8664-08 5E42CDC 1 88 ICONIX Waterworks (US) lnc. QUOTATION
19052 HARV]LL AVEN U E
PERRIS, CA 92570
USA
Tel: 951 -485-4680
www.icon ixww.com
CDIGONIX
waterworks
Sales Quote Number: U2310010140
Sales Quote Date: 11/01/23
Version No.: 1
Page: 1
Quote To: WEBER'S PLUMBING, INC.
PO BOX 549
WINCHESTER, CA 92596
USA
Tel: 951 -388-051 5
Ship To: WEBER'S PLUMBING, INC.
PO BOX 549
WINCHESTER, CA 92596
USA
Customer No. WEBPLU
Terms Net 30 daysA
Ship Via lconix Watenruorks Truck
Ship Payment Type lconix Prepaid
F.O.B.
Printed YPALOM ERA 11/01 /2023
Closing Date
Bid Date
Ordered By
SalesPenson
Creator
09:40 AM
11 /01/23
Mike Farekian
Yesenia Palomera
Proiect
Engineer
Cust Job No.
Cust PO No.
Quail Valley Fire Station #5
Quail Valley Fire Station #5
QUAIL VALLEY CHANGE
ORDER # 2
Item No. Descriotion
Purch.
Code Unit Quantitv Unit Price Total Price
WWIMJ4512
RSSTARIC9l2O
ACH HT5O
DUE TO GLOBAL IMPACT ON MATERIAL SUPPLY AND COST.
FORCE MAJEURE APPLIES TO ALL QUOTED ITEMS.
ALL MATERIAT IS SUBJECT TO PRICE !N EFFECT AT TIME
OF SHIPMENT. PRICING & AVAILABILITY CANNOT BE
GUARANTEED AT THIS TIME. FUEU FREIGHT SURCHARGE
MAY APPLY TO ALL DELIVERED ORDERS.
WE VALUE YOUR BUSINESS AND THANK YOU FOR YOUR
CONTINUED SUPPORT AND UNDERSTANDING DURING THESE
CHALTENGING TIMES.
12 MJ 45 ELL IM P
12 STAR STARGRIP 4OOOG2 CgOO RESTRAINT
KIT IM P
HY-TECH HT5O MASTIC GALLON
EA
EA
EA
2 4
1 60s.00
422.60
124.49
1 ,21 0.00
1 ,690.40
124 49
DocuSig n Enve lope I D : 67 BBAF 67 -9D2D-427 3-8664-08 5E42CDC 1 88 ICONIX Waterworks (US) Inc. QUOTATION
19052 HARVILL AVENUE
QUOTE TO: WEBER'S PLUMBING, INC.
cDlcoNlx
waterworks
Sales Quote Number: U2310010140
Sales Quote Date: 11/01/23
Version No.: 1
Page: 2
Item No- Descriotion
Purch.
Code Unit Quantitv Unit Price Total Price
CVIDl 02 210 MIL PIPE WRAP TAPE EA 2 10.71
Total:
21.42 Subtotal:
Total Sales Tax:
Total:
3,046.31
3,046.31
236.08
3,282.39
Taxable Amount
3,046.31
Tax Exempt Amount
0.00 Thank you for the opportunity to quote. This quote prepared for you by: Yesenia Palomera Tel: 951 -485-4580 [email protected]
DocuSign Envelope lD: 67BBAF67-9D2D -4273-8664-0B5E42CDC 1 88 Work Order (WO) Proposal
Work Description
Cost to trench, and install (2)2" UG conduits, pull boxes provide by ftontier and grounding per Frontier plan dated 81302023 Job lD: 701 '14- 5326572
Cost Items
m
crP 2t-o4
Menifee Fire Station #5
29745 Goetz Rd
Menifee, CA 92587
U.S
Project #
Title
Address
City, State, Zip
Country
Project Information
Drawing
Spec.
Location
Other
L4PCO #
Date
Type
Subject
Change Order/Credit
SCE Encasement
Work Order Information
City, State, Zip
Country
Phone
Fax
Norco, CA 92860
United States
951-735-L184
951-737-5342
Contact
Company
Address
Act 1 Construction Inc.
444 6th St
Issued By
Colin Mcnie
Answer/City of Menifee
29844 Haun Rd.
City, State, Zip
Country
Phone
Fax
Contact
Company
Address
Menifee, CA 92598
U.S
Issued To
ftem No. Item Descri Unit Unit Price Total
1 Cost to trench aporox. 255 LF on site 255 LF $50.00 $12,750.00 2 Cost to trench approx. 160 LF off site 160 LF $150.00 $24,000.00 3 Subcont@ 1 LS $7,446.8L $7,446.8L
4 Act 1 General Conditions for Subcontractor Mark lln 1 5o/o 9372.34 9372,34 Subtotal - $44,579.L5
The work covered by this order sha!! be peformed under the same Terms and Conditions as t{rat included in the original contract unless stated otherwise above.
Submitted By:
ACT 1 Construction
Response: {orr.p,
Anser Advisor
E oo Not Accept
LL.L7.2023
Company
M1,/ /49, 'e
DateBy Date By{ (,{/
Company
Alex Witham
DocuSign Envelope I D: 67BBAF67-9D2D-4273-8664-0B5E42CDC 1 88 California License # 892952
Cost Proposal
Projecu Quait Valley Fire Station
Date Issued: September II,2023
Khino Ll e,ctrical Constru ction, l,-,..
Number 3
RE:
Includes:
Cost to make the following changes due to new Frontier plans dated 8/30/2023.
1. Delete (2) 4" underground conduits and all related fittings, sand and encasement shown on sheet E0051.
2. Install (2) 2" underground conduit and all related fitting, sand and encasement shown on Frontier Communications plan. Our work will end at Developer placed 2' X3'handhole located in the planter to the south. All work in the street is excluded.
3. Install (2) 2'X 3'pull boxes furnished by Frontier.
4. Install grounding at (2) 2'X 3' pull boxes.
Exclusions:
Any work not listed above as being included
All work in the street.
All required trenching, backfill and compaction. We wilt provide sand for installation by others. We will provide and place concrete for encasement.
All required landscape repairs
All required sprinkler repairs
All open trench protective measures
AII permits - as required
Repair of all undergrouad that is not marked prior to excavation Cutting, removal and patching of all surfaces - concrete and asphalt Removal of spoils from site - 12 yards
All required engineering - if required
All p1an check and permit fees
Total cost for this cost proposal $ 7,446.91
Quote is valid for 30 days
Conditions:
Additional days that wiII need to be added to our contract to accomplish this work is 3 days. we reserve the right to revise this cost proposal if job conditions change. w-e reserve the right to revise this cost proposal if material cost change.
If this cost proPosal is accepted it will become part of our contract and all contract conditions will apply 909-463-3838 voice 4853 Brookside Avenue, Fonrana, CA 92336 909_463_6729 fax DocuSign Envelope lD: 67BBAF67-9D2D-4273-B664-0B5E42CDC1 88 911112023 9:51:08 AM Rhino Electrical
Quail Valley Fire Station #5 : Frontier Service Conduit Change Totals (Detailed) - Bid Summary: Default
Bid Date 9t8t2022
Square Footage 0
Material Totals
41 .66 0.00 o/o 41.66
Division Total Factor Extended
01 Underground Feeder Raceway 20.11 0.00 % 20.11
18 Misc. 18 50 0.00 % 1 8.50
Total 41 .44 41.44
Cateoorv % ofTotal Hours Base Rate Burden $ Burden o/o Extended Electrician 100.000 41.440 $9s.00 0.00 0.000 $3.936.80
Total 100.000 41.440 x $95.00 (averageoflaborratew/burden)= $3,936.80 Description Rate Factor Extended
Totat $.oo
Overfiead (15.oo%) gT1.3Z
JobTotal $2,446.81
Actual Bid Price $1,4p;6.g1
01 Underground Feeder Raceuray
05 Feeder Wire
t8 Misc
Total
Sales Tax{7J5%l
Total Material
NonlP rod uetivo:: Labor
Hours
DocuSign Envelope lD: 67BBAF67-9D2D-4273-B664-0B5E42CDC1 88 911112023 9:50:42 AM
Item # Description
Rhino Electrical Page 1
Quail Valley Fire Station #5 : Frontier Service Conduit Change Job Number: CO297-2
Bid Summary: Default
E)dension By Phase
Quantity Price U Ext Price Labor Hr U Ext Lab Hr
800 254.99 C 2,039.92 2.50 C 20.00
4 377.69 C 15.1 1 4.14 E 0.56
6 64.00 C 3.84 0.07 E 0.42
2157 2" PVC Elbow (36" Radius) 6 1,237.04 C 74.22 0.30 E 1.80 2160 4"PVCEiborar(3d'Radius) 4 28.39 E -113.56 0.50 E -2.00 2459 2"x3" Base Spacer 133 93.30 C 124.40 10.00 C 13.33 7 150.00 E 1 ,101 .00 0.45 E 3.30
1,584.43 20.11
--- 05 Feeder Wire --
20 642.10 M 12.84 22.00 M 0.44
T0001 2 15.00 E 30.00 0.25 E 0.50
T0003 2 150.00 E 300.00 3.00 E 6.00
--- 18 Misc. Total -- 730.00 1 8.50
Job Total 2,356.09 41.44
* Target, Labor column 2
. r : : , , ,: -- 01 Undergroii'nd Feeder Racevuay --1186 2" PVC Conduit 1190 4" PVC Condutt
2101 2" PVC Bell End
2105 4" PVC Bell End
2133 2.' PVC Coupling
2197 4" PVC Coupling
2461 4"x3" Base Spacer
5602 2 Sack Slurry/Concrete (Cu. Yards)
5607 Sand (Cu. Yards)
--- 01 Underground Feeder Raceway Total --
3080 114" Pull Line
3087 #6 Solid Bare Copper Wire
- 05 Feeder Wire Total --
, 3,25 C -13.65
,
.,
4" to 2" PVC Bell reducer:., ,lnsta,ll,2*3,,box,supplied ;by,Frontier, Ground Rod and Connecter @ pull box
-- 18 Misc. --
DocuSign Enve lope I D: 678BAF67 -9O2D-4273-8664-0B5E42CDC 1 88
CONDUIT
Moinline/Bockbone Conduit or ABS
Servrce Loterol Conduit
Proposed Construction Coll Out-JT-
Joint Trench
-T-
Sole Trench
UTILITIES Ex isting Proposed
Gos
lYotcr
Tclcphonc
Son Scvcr
Electric E
Storm Droin bL
POLES Existing Proposed
Frontier Owned o o
Foreign Owned x
a aJoint Owned
Monhole
ll (trHondhole
E mPullBox
Bore Pit tr
Ground Rod,-8,
Electricol Vent
A
h., l-1a.,-l^^-.AA
STREET ADDRESS: 29745 GOETZ RD
FRoNIERo
COIVIVIUNICATIONS
CONDUIT DESIGN
EST. #:@
DYNAMIC
SHEET#:
1or3
FRONT! ER COMMUN ICATION
COS
Engrneer GREGORY BOWN IZ-OO1-S332531 **0) days
CONDUIT DESIGN
SIDEWALK
DRIVEWAY
EDGE OF PAVMENT
FACE OF CURB
HANDHOLE
MANHOLE
PEDESTAL
POLYVINYL CHLORIDE
SUB DUCT
PROPERTY LINE
RAILROAD
RAILROAD R^^/
NOT TO SCALE
ABBREVIATIONS PROPOSED EXISTING
BUILDING BLDG bldg
CENTERLINE C;/L cll
Contact Frontier prior to need of
conc
csw
dwy
eop
foc
hh
mh
ped
Pvc
sd
pA
t(
sce
coNc
csw
DWY
EOP
FOC
HH
MH
PED
PVC
SD
PIL
RR
RR R/W
R/W
SCE
W.B
W.P
NTS
6. 7.
service in order to confirm compliance,order materials,and schedule work forces.
2. FRONTIER COMMUNICATIONS,INCORPORATED RESERVES THE RIGHT TO REFUSE
ANY CONDUIT, PULL BOXES, MANHOLES, OR UTILITY BOXES THAT DEVIATE FROM PLANS AND SPECIFICATIONS.
3. CHANGES OR DEVIATIONS FROM THIS PLAN MUST BE APPROVED BY FRONTIER.
4. CONTACT THE FRONTIER INSPECTOR 48 HOURS BEFORE TRENCHING AND UPON COMPLETION OF YOUR SUBSTRUCTURES TO SCHEDULE THE FINAL INSPECTION.
5. FRONTIER INSPECTOR SHALL BE PRESENT ON SITE V1/I-IEN CONTRACTOR NEEDS TO ACCESS ANY EXISTING FRONTIER FACILITY.
All horizontal ninety degree bends (90') shall have a radius of not less than 12.5 feet and all vertical ninety degree bends (90") shall have a radius of not less than three feet. No more than two (2) ninety degree (90") horizontal bends shall be placed in any single run unless othemise specilied. Contact Frontier engineer concerning any required deviations.
Allconduit must be proven using a mandrelno lessthan a 1/2" smallerthan the conduitto be accepted. Mule tape shall be placed in all conduits proven. Wallto wall measurements must
9. Accurate AS-BUILTS shall be provided to lhe Frontier inspector assigned to this project.
AS-BUILTS shall include conduit section measurements, wallto wall footages, stations and offsets of AS-BUILT Frontier structures, and the cover to the top of the Frontier underground structure placed. Copy of the AS-BUILT conduit work order must be provided to the Frontier inspector assigned to your project.
10. Contact GABRIEL ORTIZ (951) 434-9873 at the inspection oflice for coordination of inspection dates.
11. Place weatherproof cap on end of all conduits terminated outside of a building. '12. Place temporary weatherproof cap on end of all conduits exposed during construction.
13. Rigid steel, approved plastic conduit (PVC Schedule #4O,TYPE-C (4) or DB-120 (2") or Frontier provided or approved Roll Sheet sub duct, is specified for underground construction.
Condulets, Flex, Transite, Plumbers fittings, Water and Gas Pipes must NOT be used. RIGID STEEL MUST BE USED V\'I-IEN CONDUIT CAN BE EXPOSED TO VEHICULAR TRAFFIC.
14. Conduitterminated on a pole must be PVC Schedule 80. lf conduit willbe exposed to traffic, rigid steel pipe and sweep is required to 48" above finished grade othenruise turned up 12" above finished grade. Location of riser on pole will be as shown on conduit plan and location can be modified by approval of Frontier engineer/inspector only.
15. Minimum separation ftom other utilities shall be a minimum of 12". Conduit placed in same trench with primary power conduit must be separated by no less than twelve inches(12") of well-packed sand or three inches(3") of concrete. Minimum cover shall be no less than thirty (30") inches measured from the final grade of the street flow line to the top of Frontier structure unless noted otherwise. Ducts placed in the driven portion of the roadway must have no less than 48 inches(4E") of cover to top of pipe measured at flow line of roadway.
16. FRONTIER RECOMMENDATIONS: Provide a minimum 1-4" conduit home run from each suite location to the main terminal backboard in lieu of running cables over drop ceiling access.
17. Provide source of ground at the telephone backboard location: (1) #6 insulated copper wire (solid preferred) to power system ground. - (1) #6 insulated copper wire (solid preferred) to permanent metallicstructure such as UFER ground or building steel. - (1) #6 insulated copper wire (solid preferred) to metallic water pipe bonded to previously described permanent metallic structure. Leave adequate wire to extend six feet beyond base of backboard. NOTE: THE FOLLOWNG MUST NOT BE USED FOR GROUND SOURCES: ROOF TRUSSES, FLOOR
JOINTS, BRACES, SPRINKLER SYSTEM PIPES, METAL ELECTRICAL DISTRIBUTION CONDUIT, AND HORIZONTAL STEEL MEMBERS LESS THAN 3/8" THICK. 1 8. Provide cable racking as described in attachment. Provide pulling irons as described in attachment.
'19. Three to six weeks will be needed from the date of final inspection for Frontier to start placing facilities. All papenruork and easements must also be completed, if applicable.
20. Work crew to adjust manholes to finalgrade as shown on the approved grading plan.
21. Actual footages of conduit are needed to order materials. %o Y
I
A
v
tst,
4 \ &
70114-5326572
29745 GOETZ RD
MENIFEE CA, 92584
VICINITY MAP
NTS
PATH LENGTH: MATERIALS: SHEET INDEX
- 4" BORE = 83' - 83'OF 4" PVC(FTR PLACED) 1 - COVER
- DEVELOPER PLACED - 808'OF 2" PVC (DEVOLOPER PLACED) 2 - CONDUTT DESTGN - (2) 2X3 HH(S) 3 - DETATLS
- (18) SOFT ASPHALT
8. A
'{l
h
PICK UP POINT:
-FRONTIER MH#121
so
X
Frontier & PlocedMoteriol provided
q
DocuSign Enve lope I D : 67BBAF67 -9D2D-4273-8664-0B5E42CDC 1 88
CURVE DATA
IA R L T
Al eo'oo'oo" 5.0' 7.8', 5.0'
Al 45"00'oo" 5.0' 3.9' 2.1
Al 22'30'oo" 5.0' 1 .9' 0.99'
Al go'oo'oo" 12.s',12.5' 19.6'
Al 4s'oo'oo" 12.s', 9.8' 5.1 8'
Al 22'30'oo" 12.s', 4.9' 2.49'.
FRoNIERo
COMMUNICATIONS
STREET ADDRESS. 29745GOETZ RD
DESIGN
GI-(EGOi<Y tsOWN (/6 l)-333-2531
FTR INSPECToR: GABRIEL ORTIZ (951 434-9873
Fq y@r Dg Am I D Numba c.ll
EXACT UTILITIES LOCATIONS TO BE VERIFIED
BY USA MARKINGS PRIOR TO DIGGING.
CONSTRUCTION NOTE:
WORK CREWTO PUNCH UNDER
GUTTERS, SIDEWALKS, &
DRIVEWAYS
CONSTRUCTION NOTE:
WORK CREW TO PLACE
FACILITIES AS CLOSE TO
PROPERTY LINE AS POSSIBLE
CONSTRUCTION NOTE:
WORK CREW TO PROTECT IN
PLACE DRIVEWAYS
EST #:
2 0F 3
SHEET#:
I-
ASPHT 10'oF 1-4"PVC
83'W-W
e.rO
33.688378, -1 17 .239002
,ry
o"
.44
L \_l
Detail "A"
SCALE: 1"=20'
\,
See Detail "A"
%
1"=60'
,o>
o/
290'OF
290'W-W
NEW HH.2X3
114'OF 2-2"PVC
114'W-MPOE
RIGHT SHOV1N BASED ON AVAILABLE RECORD
DATA. WORK CREWTO VERIFY LOCATION OF RIGHT OF
WAY PRIOR TO CONSTRUCTION.
2, UTILITIES SHOV\N LOCATED BY RECORD MAPS/FIELD
OBSERVATIONS.
\&.ouo) o.Y
W.
DocuSign Enve lope I D : 67BBAF67 -9D2O-4273-8664-085E42CDC 1 88 FRoNIERU
COIVIIVIUNICATIONS
ADDRESS: 29745GOETZRD
@
DYNATVIIC
EST. #:
CONSTRUCTION NOTE:
1. FOOTAGES ARE APPROXIMATE. PLACE HH'S AND FP'S AT PROPERW LINES, NEAR POINT OF CONNECTION AT EACH SERVING ADDRESS.
2. PLACE HH'S AND Fp'S tN D|RT/GRASS BEHTND STDEWALK UNTESS PREVIOUSLY APPROVED TO PTACE ELSEWHERE BY THE CM3, CITY INSPECTOR AND ENGINEER.
3. LOCATE AND UTILIZE EXISTING PATH, SUBSTRUCTURE, HH'S, PEDS AND FP'S WHEN FOUND AND (RE)USEABLE tN THE FIELD.
4. DO NOT CUT CONCRETE SPANDRELS, CROSS.GUTTERS, OR CURBS.
5. WORK CREWS TO "PROTECT IN PLACE" DRIVEWAYS, IMPROVED
LANDSCAPES AND DECORATIVE CONCRETE
6. WORK CREWS ARE NOT TO DISTURB GUTTERS, SIDEWALKS AND
DRIVEWAYS AND PUNCH UNDER WHERE ALLOWED BY LOCAL
ORDINANCE.
7. ALL CUTS MUST HAVE STRAIGHT AND NEAT EDGES, MUST BE
SQUARED AND NEW ASPHALT TACK COATED EVENLY AND SILICA
SANDED.
8. TOCATE AND USE EXISTING AERIAI PLANT WHENEVER AVAILABLE,
CONTACT FRONTIER INSPECTOR TO REVIEW VIABILITY BEFORE STARTING SUBSTRUCTURE WORK.
9. PLACE GROUND RODS AT FDH, SPLICE LOCATIONS, RISER
TRANSITIONS AND END OF RUN HANDHOTES. PER GO128 AND FRONTIEF STANDARDS IN DOCUM ENT FONE-l 6-6987
10. ANY MUNICIPAL / INSPECTOR SPECIAL REQUESTS THAT ADD SCOPE
TO PROJECT AND ARE NOT ON CAS SHEET MUST FIRST BE AUTHORIZED BY FRONTIER ENGINEERING BEFORE STARTING ADDITIONAL WORK. oc
!
ruoHoLE-2.'rI'XX'm( UIilG. EI I 2 Pc $tll COWI
rTEy to lt tact
SWEEP DETAIL
HANDHOLE DETAIL-2'x3'
MISSILE BORE DETAIL
AIMING SIGHT
PIERCING TOOL
BORE PlT LAUNCH CRADLE
o
c
4'x4' BORE PIT
1'TRENCH WIOTH
REMOVE 2OLF OF EXISTING MATERIAT
I
I
1 6) oro'B.RE Prr
\,/ REMOVE 16 SF OF EXISTING MATERIAL 1
<6 r'TREN.HWDTH
\r/ REMOVE 20LF OF EXISTING MATERIAL
1 $,r,0'r^.**\// REMOVE 4OSF OF EXISTING MATERIAL
REPLACE wlTH 4OSF OF NEW MATERIAL
TO MATCH EXISTING CONOITIONS
1 90" DELTA.12.5' RADIUS
SINGLE BORE PIT
TRENCH DETAIL
90" DELTA-12.5' RADIUS
DOUBLE BORE PIT
TRENCH DETAIL
45' DELTA.12.5' RADIUS
TRENCH DETAIL SHEET#:
3 oF 3
2