Menifee City Council
March 18, 2026

ēÍIJČôϙiŘîôŘϙbĺϟϙ͒ϙϙϙϙϙϙϙϙϙϙϙϙϙ ϙ ϙ ϙϙϙϙϙϙϙ
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æŪťıôIJťϙbĺϟϙ͐ϙЭϙ͓ϙ
[‹ϙ ͐ϟ͏ϙ щ͑͐Ϡ͖͓͔ϟ͒͘ϙ щ͑͐Ϡ͖͓͔ϟ͒͘ϙ

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ŪŜťĺıϙċĺŘıϙſĺŘħϙÍťϙ
æŪťıôIJťϙIJĺϟϙ͐ϙ
ôÍŜťϙſĖIJČϙſÍīīϙÍIJîϙŘôťÍĖIJĖIJČϙſÍīīϙťĺϙ
ÍèèĺııĺîÍťôϙ>ŘĺIJťĖôŘϙîŪèťæÍIJħϙ
[‹ϙ ͐ϟ͏ϙ щ͕͒Ϡ͔͔͘ϟ͓͕ϙ щ͕͒Ϡ͔͔͘ϟ͓͕ϙ

iϙ͏͒ϱ͏͒ϙ iŽô Řϱ³ϠϙŕīÍèôϙæÍŜôϙÍIJîϙèĺıŕÍèťϙ
ŘôťÍĖIJĖIJČϙſÍīīϙċĺĺťĖIJČϙÍŘĺŪIJîϙ>ŘĺIJťĖôŘϙ
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iϙ͏͒ϱ͏͓ϙ (IJèÍŜôϙ>ŘĺIJťĖôŘϙîŪèťæÍIJħϙťēŘĺŪČēϙ‡Ėŕϱ
‡ÍŕϙÍťϙ
æŪťıôIJťŜϙ͐ϙЭϙ͓ϙ
[‹ϙ ͐ϟ͏ϙ щ͓͏Ϡ͔͓͕ϟ͐͏ϙ щ͓͏Ϡ͔͓͕ϟ͐͏ϙ
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“ēĖŜϙîĺèŪıôIJťϙŜēÍīīϙæôèĺıôϙÍIJϙÍıôIJîıôIJťϙťĺϙťēôϙ
ĺIJťŘÍèťϙÍIJîϙÍīīϙŕŘĺŽĖŜĖĺIJŜϙĺċϙťēôϙ
ĺIJťŘÍèťϙſĖīīϙÍŕŕīƅϙ
ēôŘôťĺϟϙϙ“ēĖŜϙ
ēÍIJČôϙiŘîôŘϙèĺIJŜťĖťŪťôŜϙÍϙèĺıŕīôťôϙÍIJîϙƱIJÍīϙŘôŜĺīŪťĖĺIJϙĺċϙÍīīϙèīÍĖıŜϙĺċϙťēôϙ ĺIJťŘÍèťϙċĺŘϙ
ÍîîĖťĖĺIJÍīϙťĖıôϙĺŘϙÍîîĖťĖĺIJÍīϙèĺıŕôIJŜÍťĖĺIJϙŘôīÍťôîϙťĺϙĺŘϙÍƯôèťôîϙæƅϙſĺŘħϙťēÍťϙĖŜϙťēôϙŜŪæĤôèťϙĺċϙťēĖŜϙ

ēÍIJČôϙiŘîôŘϟϙ†ŪÍIJťĖťĖôŜϙĺċϙĖťôıŜϙĺťēôŘϙťēÍIJϙ[Ūıŕϙ‹ŪıϙÍŘôϙIJĺťϙťĺϙôƄèôôîϙťēôϙÍıĺŪIJťŜϙĖIJîĖèÍťôîϟϙ V˜‹“I>I

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“ēôϙèĺIJťŘÍèťĺŘϙîĖŜèĺŽôŘôîϙÍIJϙŪIJħIJĺſIJϙôƄĖŜťĖIJČϙ>ŘĺIJťĖôŘϙîŪèťæÍIJħϙèĺIJŜĖŜťĖIJČϙĺċϙϼ͓ϽϙċĺŪŘϙŘĺſŜϙĺċϙϼ͑Ͻϙťſĺϙ͓ϱ ĖIJèēϙèĺIJîŪĖťŜϙſēĖīôϙèĺIJîŪèťĖIJČϙŕĺťēĺīôϙĺŕôŘÍťĖĺIJŜϙċĺŘϙ
æŪťıôIJťϙbĺϟϙ͐ϙ I"FϙŕĖīôϙèĺIJŜťŘŪèťĖĺIJϟϙÍŜôîϙĺIJϙ
ťēôϙÍŽÍĖīÍæīôϙŕĺťēĺīôϙĖIJċĺŘıÍťĖĺIJϠϙĖťϙſÍŜϙîôťôŘıĖIJôîϙťēÍťϙťēôϙîŪèťæÍIJħϙſĺŪīîϙæôϙĖIJϙîĖŘôèťϙèĺIJƲĖèťϙſĖťēϙ ťēôϙ
æŪťıôIJťϙſÍīīϟϙ(ƄťôIJŜĖŽôϙèĺĺŘîĖIJÍťĖĺIJϙſĖťēϙťēôϙŕŘĺĤôèťϙ"ôŜĖČIJϙ(IJČĖIJôôŘϙÍIJîϙ>ŘĺIJťĖôŘϙŜťÍƯϙîôťôŘıĖIJôîϙ ťēÍťϙťēôϙôƄĖŜťĖIJČϙîŪèťæÍIJħϙſĺŪīîϙIJĺťϙæôϙÍæīôϙťĺϙæôϙŘôīĺèÍťôîϙſĖťēĖIJϙÍϙťĖıôċŘÍıôϙťēÍťϙſĺŪīîϙIJĺťϙîŘÍŜťĖèÍīīƅϙ ĖıŕÍèťϙťēôϙŕŘĺĤôèťϙŜèēôîŪīôϟϙ“ēôϙ"ôŜĖČIJϙ(IJČĖIJôôŘϙŜŪæıĖťťôîϙÍϙŘôŽĖŜĖĺIJϙťĺϙťēôϙèĺIJťŘÍèťϙîŘÍſĖIJČŜϙťēÍťϙ ŕŘĺťôèťôîϙťēôϙôƄĖŜťĖIJČϙŪťĖīĖťƅϙÍIJîϙôIJèÍŜôîϙĖťϙťēŘĺŪČēϙťēôϙÍæŪťıôIJťϙſÍīīϟϙϙϙϙϙ “ēĖŜϙèēÍIJČôϙĺŘîôŘϙĖŜϙťĺϙèĺıŕôIJŜÍťôϙťēôϙèĺIJťŘÍèťĺŘϙċĺŘϙÍīīϙèĺŜťϙÍŜŜĺèĖÍťôîϙſĖťēϙŕŘĺťôèťĖIJČϙťēôϙôƄĖŜťĖIJČϙ ŪťĖīĖťƅϙĖIJϙŕīÍèôϢϙÍîîĖťĖĺIJÍīϙĖIJŽôŜťĖČÍťĖŽôϙŕĺťēĺīĖIJČϙÍIJîϙîÍťÍϙŘôîŪèťĖĺIJϙťĺϙîôťôŘıĖIJôϙŪťĖīĖťƅϙÍīĖČIJıôIJťϙĖIJϙ ŘôīÍťĖĺIJϙťĺϙ
æŪťıôIJťЍŜϙbĺϟϙ͐ϙЭϙ͓ϢϙîôèŘôÍŜôϙĖIJϙŕŘĺîŪèťĖĺIJϙſēĖīôϙôƄèÍŽÍťĖIJČϠϙæÍèħƱīīĖIJČϠϙÍIJîϙèĺıŕÍèťĖIJČϙ ÍŘĺŪIJîϙťēôϙôƄĖŜťĖIJČϙŪťĖīĖťƅϢϙèĺIJŜťŘŪèťĖĺIJϙĺċϙèŪŜťĺıϙèĺIJèŘôťôϙċĺŘıſĺŘħϙťĺϙÍèèĺııĺîÍťôϙťēôϙôƄĖŜťĖIJČϙŪťĖīĖťƅϙ ťēŘĺŪČēϙ
æŪťıôIJťϙbĺϟϙ͐ϙſÍīīϙÍIJîϙôÍŜťôŘīƅϙŘôťÍĖIJĖIJČϙſÍīīϙċĺĺťĖIJČϢϙèĺIJèŘôťôϙôIJèÍŜôıôIJťϙťēŘĺŪČēϙťēôϙŘĖŕϱ ŘÍŕϙŜôèťĖĺIJŜϙÍťϙ
æŪťıôIJťŜϙbĺϟ͐ϙЭϙ͓ϢϙîôèŘôÍŜôϙĖIJϙŕŘĺîŪèťĖĺIJϙſēĖīôϙŕīÍèôϙŘĖŕϱŘÍŕϙÍŘĺŪIJîϙťēôϙôƄĖŜťĖIJČϙŪťĖīĖťƅϟϙ

ēÍIJČôϙiŘîôŘϙbĺϟϙ͒ϙϙϙϙϙϙϙϙϙϙϙϙϙ ϙ ϙ ϙϙϙϙϙϙϙ
I„ϙ͐͒ϱ͏͓ϙ ϙ ϙ ϙ ϙ „ÍČôϙ͑ϙĺċ ϙ͔ϙ
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iϙ͏͒ϱ͏͐ϙ(ƄťŘÍϙſĺŘħϙÍťϙ
ČŘôôîϙ[Ūıŕϙ‹Ūıϡϙϙ
IIJϙÍèèĺŘîÍIJèôϙſĖťēϙÍϙŜŕôèĖÍīϙŕŘĺŽĖŜĖĺIJϙŜôèťĖĺIJϙ͒ϳ͒ϙôƄťŘÍϙſĺŘħϠϙťēôϙèĺIJťŘÍèťĺŘϙſĖīīϙæôϙèĺıŕôIJŜÍťôîϙċĺŘϙ ÍîîĖťĖĺIJÍīϙèĺŜťϙťĺϙŕôŘċĺŘıϙťēôϙċĺīīĺſĖIJČϙſĺŘħϡϙϙ

ıôŜϙ
ĺIJŜťŘŪèťĖĺIJϙϙ
 ‹ŪŕŕĺŘťϙċĺŘϙŕĺťēĺīôϙĺŕôŘÍťĖĺIJŜϙϼċĺĺťĖIJČϙЭϙ
I"FϙīÍƅĺŪťϠϙîÍťÍϙŘôèĺŘîĖIJČϽϙ
 FÍIJîϙîĖČČĖIJČϙťĺϙôƄŕĺŜôϙôƄĖŜťĖIJČϙ>ŘĺIJťĖôŘϙîŪèťæÍIJħϙ
 (ƄèÍŽÍťôϙÍŘĺŪIJîϙôƄĖŜťĖIJČϙ>ŘĺIJťĖôŘϙîŪèťæÍIJħϙ
 „ŘĺťôèťĖĺIJϙĺċϙôƄĖŜťĖIJČϙ>ŘĺIJťĖôŘϙîŪèťæÍIJħϙĖIJϙŕīÍèôϙ
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 „ĺťēĺīôϙôƄĖŜťĖIJČϙ>ŘĺIJťĖôŘϙîŪèťæÍIJħϙϙ
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>ĺŘϙťēôϙſĺŘħϙĖIJŽĺīŽôîϙĖIJϙťēĖŜϙèēÍIJČôϙĺŘîôŘϠϙƅĺŪϙſĖīīϙÍèèôŕťϙťēôϙÍČŘôôîϙīŪıŕϙŜŪıϙŕÍƅıôIJťϙĺċϙщ͑͐Ϡ͖͓͔ϟ͒͘ϟϙϙ „ÍƅıôIJťϙĖŜϙċŪīīϙèĺıŕôIJŜÍťĖĺIJϙċĺŘϙċŪŘIJĖŜēĖIJČϙťēôϙŘôŜĺŪŘèôŜϙÍIJîϙÍèťĖŽĖťĖôŜϙťĺϙèĺıŕīôťôϙťēôϙſĺŘħϟϙ ϙ

iϙ͏͒ϱ͏͑ϙ(ƄťŘÍϙ®ĺŘħϙÍťϙ
ČŘôôîϙ[Ūıŕϙ‹Ūıϡϙϙ
IIJϙÍèèĺŘîÍIJèôϙſĖťēϙÍϙŜŕôèĖÍīϙŕŘĺŽĖŜĖĺIJϙŜôèťĖĺIJϙ͒ϳ͒ϙôƄťŘÍϙſĺŘħϙÍIJîϙŘôŽĖŜôîϙŕīÍIJϙŜēôôťŜϙ‹ϱ͓Ϡϙ‹ϱ͕Ϡϙ‹ϱ͗ϠϙЭϙ‹ϱ ͗Íϙĺċϙ
ťťÍèēıôIJťϙ͑ϠϙťēôϙèĺIJťŘÍèťĺŘϙſĖīīϙæôϙèĺıŕôIJŜÍťôîϙċĺŘϙÍîîĖťĖĺIJÍīϙèĺŜťϙťĺϙŕôŘċĺŘıϙťēôϙċĺīīĺſĖIJČϙſĺŘħϡϙϙ
ıôŜϙ
ĺIJŜťŘŪèťĖĺIJϙ
 ŪĖīîϙèŪŜťĺıϙſĺĺîϙèĺIJèŘôťôϙċĺŘıŜϙťĺϙÍèèĺııĺîÍťôϙôƄĖŜťĖIJČϙ>ŘĺIJťĖôŘϙîŪèťæÍIJħϙťēŘĺŪČēϙ
æŪťıôIJťϙſÍīīϙ
 ‹ôťϙЭϙ‹ťŘĖŕϙċĺŘıſĺŘħϙ
 „ŘĺťôèťϙôƄĖŜťĖIJČϙ>ŘĺIJťĖôŘϙîŪèťæÍIJħϙĖIJϙŕīÍèôϙÍIJîϙŜôÍīϙċĺŘıſĺŘħϙŕôIJôťŘÍťĖĺIJϙ >ĺŘϙťēôϙſĺŘħϙĖIJŽĺīŽôîϙĖIJϙťēĖŜϙèēÍIJČôϙĺŘîôŘϠϙƅĺŪϙſĖīīϙÍèèôŕťϙťēôϙÍČŘôôîϙīŪıŕϙŜŪıϙŕÍƅıôIJťϙĺċϙщ͕͒Ϡ͔͔͘ϟ͓͕ϙ „ÍƅıôIJťϙĖŜϙċŪīīϙèĺıŕôIJŜÍťĖĺIJϙċĺŘϙċŪŘIJĖŜēĖIJČϙťēôϙŘôŜĺŪŘèôŜϙÍIJîϙÍèťĖŽĖťĖôŜϙťĺϙèĺıŕīôťôϙťēôϙſĺŘħϟϙ ϙ

iϙ͏͒ϱ͏͒ϙ(ƄťŘÍϙ®ĺŘħϙÍťϙ
ČŘôôîϙ[Ūıŕϙ‹Ūıϡϙϙ
IIJϙÍèèĺŘîÍIJèôϙſĖťēϙÍϙŜŕôèĖÍīϙŕŘĺŽĖŜĖĺIJϙŜôèťĖĺIJϙ͒ϳ͒ϙôƄťŘÍϙſĺŘħϠϙťēôϙèĺIJťŘÍèťĺŘϙſĖīīϙæôϙèĺıŕôIJŜÍťôîϙċĺŘϙ ÍîîĖťĖĺIJÍīϙèĺŜťϙťĺϙŕôŘċĺŘıϙťēôϙċĺīīĺſĖIJČϙſĺŘħϡϙϙ
ϙ
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ĺIJŜťŘŪèťĖĺIJϙ
 ®ĺŘħϙÍŘĺŪIJîϙôƄĖŜťĖIJČϙ>ŘĺIJťĖôŘϙîŪèťæÍIJħϙťĺϙĺŽôŘϱôƄϠϙŕīÍèôϙæÍŜôϠϙÍIJîϙèĺıŕÍèťϙôÍŜťϙŘôťÍĖIJĖIJČϙſÍīīϙ ċĺĺťĖIJČϙÍťϙ
æŪťıôIJťϙbĺϟϙ͐ϙ
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>ĺŘϙťēôϙſĺŘħϙĖIJŽĺīŽôîϙĖIJϙťēĖŜϙèēÍIJČôϙĺŘîôŘϠϙƅĺŪϙſĖīīϙÍèèôŕťϙťēôϙÍČŘôôîϙīŪıŕϙŜŪıϙŕÍƅıôIJťϙĺċϙщ͗Ϡ͔͒͗ϟ͗͘ϙ „ÍƅıôIJťϙĖŜϙċŪīīϙèĺıŕôIJŜÍťĖĺIJϙċĺŘϙċŪŘIJĖŜēĖIJČϙťēôϙŘôŜĺŪŘèôŜϙÍIJîϙÍèťĖŽĖťĖôŜϙťĺϙèĺıŕīôťôϙťēôϙſĺŘħϟϙ ϙ

ēÍIJČôϙiŘîôŘϙbĺϟϙ͒ϙϙϙϙϙϙϙϙϙϙϙϙϙ ϙ ϙ ϙϙϙϙϙϙϙ
I„ϙ͐͒ϱ͏͓ϙ ϙ ϙ ϙ ϙ „ÍČôϙ͒ϙĺċ ϙ͔ϙ

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EWB No. 42.0

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EWB No. 43.0

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EWB No. 44.0

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EWB No. 45.0

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EWB No. 46.0

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EWB No. 47.0

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EWB No. 49.0
EWB No. 49.0

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EWB No. 50.0

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EWB No. 51.0

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EWB No. 52.0

EWB No. 60.0
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EWB No. 60.0
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Attachment 2

CITY OF MENIFEE
X
X
X
X
X

REG
OT
$ -
$ -
5 % MARKUP ON SUBCONTRACTOR COST (D) $ - TOTAL THIS REPORT 8,385.89$
15 % MARKUP ON MATERIAL COST (C) $ -
(A) $ 906.07
15 % MARKUP ON EQUIPMENT COST (B) $ 384.71
TOTAL SUBCONTRACTOR COST D $ - 20 % MARKUP ON LABOR COST A $ 4,530.36 $ -
=
$ - TOTAL LABOR COST
$ -
=
= SUBSISTENCE
$ -
DESCRIPTION NO. UNIT UNIT COST
Salex Tax at 8.75% -$ $ - SUBTOTAL $ 675.95 SUBCONTRACTORS PAYROLL TAXES & INSURANCE 25.11% 2,691.97$ = 2,691.97$ SUBTOTAL $ 3,854.41
TOTAL MATERIAL COST C $ - (RATE) (SALARY + VACATION)

$ - OT
REG

$ -
DESCRIPTION NO. UNIT UNIT COST

MATERIALS REG
OT

TOTAL EQUIPMENT COST B $ 2,564.75 OT
REG $ -

OT $ -
REG
$ 102.83
$ -
$ 1,249.44
$ - 2 EA OT $ 79.24
LBR Gr. 5 REG 16 $ 54.50 $ 872.00 $ 78.09 $ - 4 OT $ 103.82

320 Excavator 8 131.08$ $ 1,048.64 3 OE Gr. 12 $ 135.22 Vibe Plate Compactor 8 20.25$ $ 162.00 1 EA REG 8 $ 70.53 $ 564.24 $ 101.93 $ 815.44 $ 813.12
Water Truck Rental 8 83.18$ $ 665.44 1 EA OT $ 103.39 OE Gr. 8 REG 8 $ 70.24 $ 561.92 $ 101.64 Foreman Truck 9 40.51$ $ 364.59 2 $ 134.79 $ 837.12

EXTENDED
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HOURLY
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EXTENDED
AMOUNT
OT 1 $ 107.89 $ 107.89 $ 139.29 $ 139.29 EQUIP. NO DESCRIPTION HOURS RATE 1 OE FRM1 REG 8 $ 73.24 $ 585.92 $ 104.64 Jobsite Truck 8 40.51$ $ 324.08 1 EA

EQUIPMENT EXTENDED
AMOUNT No. LABOR HOURS
SALARY +

VACATION
RATE
DESCRIPTION OF WORK Working around frontier to over excavate, place base and compact.

WORK PERFORMED BY Ames

CHANGE ORDER PROPOSAL
REPORT NO. 1
CONTRACT NO. CIP-1304 AGENCY DATE OF REPORT 11/17/25
For instructions, see reverse side.

CITY OF MENIFEE
X
X
X
X
X
5 % MARKUP ON SUBCONTRACTOR COST (D) $ 41.11 TOTAL THIS REPORT 36,559.46$
15 % MARKUP ON MATERIAL COST (C) $ 842.83
(A) $ 4,121.89
15 % MARKUP ON EQUIPMENT COST (B) $ 587.36
TOTAL SUBCONTRACTOR COST D $ 822.24 20 % MARKUP ON LABOR COST A $ 20,609.43 $ -
=
$ - TOTAL LABOR COST
$ -
=
= SUBSISTENCE
Marvella - Added Steel Abut 1 Ftg Only 1 822.24$ $ 822.24 DESCRIPTION NO. UNIT UNIT COST
Salex Tax at 8.75% 491.65$ $ - SUBTOTAL $ 3,224.31 SUBCONTRACTORS PAYROLL TAXES & INSURANCE 25.11% 12,840.73$ = 12,840.73$ SUBTOTAL $ 17,385.13
TOTAL MATERIAL COST C $ 5,618.89 (RATE) (SALARY + VACATION)

$ - OT
$ - REG

Concrete 3 206.30$ $ 618.89 OT
REG

Plywood,Nails,Foam,Waterstop, Etc. 1 5,000.00$ $ 5,000.00 DESCRIPTION NO. UNIT UNIT COST

MATERIALS REG
OT

TOTAL EQUIPMENT COST B $ 3,915.71 OT
REG $ -

OT $ -
REG

$ -

$ - OT
REG $ -
OT

$ -
$ -
REG
$ 13,361.08
$ - 4 EA OT $ 86.02
CPT JRYM REG 164 $ 59.83 $ 9,812.12 $ 81.47 6424068 Foreman Truck 46 40.51$ $ 1,863.46 2 $ 107.66 $ 3,463.27

EXTENDED
SALARY +

VACATION
RATE
HOURLY
RATE

EXTENDED
AMOUNT
OT 5 $ 90.52 $ 452.58 $ 112.16 $ 560.78 EQUIP. NO DESCRIPTION HOURS RATE 1 CPT FRM REG 41 $ 62.83 $ 2,576.03 $ 84.47 2114038 12K Forklift 25 82.09$ $ 2,052.25 1 EA

EQUIPMENT EXTENDED
AMOUNT No. LABOR HOURS
SALARY +

VACATION
RATE
DESCRIPTION OF WORK Build custom wood panels, set, strip, cleanup, support and seal Frontier Utility Package WORK PERFORMED BY Ames Construction Inc.

CHANGE ORDER PROPOSAL
REPORT NO. 1
CONTRACT NO. CIP-1304 AGENCY DATE OF REPORT 10/17/25
For instructions, see reverse side.

CITY OF MENIFEE
X
X
X
X
X

CHANGE ORDER PROPOSAL
REPORT NO. 1
CONTRACT NO. CIP-1304 AGENCY DATE OF REPORT 10/17/25

EQUIPMENT EXTENDED
AMOUNT No. LABOR HOURS
SALARY +

VACATION
RATE
DESCRIPTION OF WORK Build custom wood panels, set, strip, cleanup, support and seal Spectrum Utility.

WORK PERFORMED BY Ames Construction Inc.

EQUIP. NO DESCRIPTION HOURS RATE 1 CPT FRM REG 8 $ 62.83 $ 502.64 $ 84.47 2114038 12K Forklift 8 82.09$ $ 656.72 1 EA $ 675.76

EXTENDED
SALARY +

VACATION
RATE
HOURLY
RATE

EXTENDED
AMOUNT
OT 1 $ 90.52 $ 90.52 $ 112.16 $ 112.16 $ 2,607.04
$ - 4 EA OT $ 86.02
CPT JRYM REG 32 $ 59.83 $ 1,914.56 $ 81.47 6424068 Foreman Truck 9 40.51$ $ 364.59 2 $ 107.66 $ -
$ -
REG
$ -
OT
$ -

$ - OT
REG
REG

OT $ -

TOTAL EQUIPMENT COST B $ 1,021.31 OT
REG $ -

DESCRIPTION NO. UNIT UNIT COST

MATERIALS REG
OT

$ - OT
REG

$ -

$ - OT
$ - REG
Salex Tax at 8.75% -$ $ - SUBTOTAL $ 629.69 SUBCONTRACTORS PAYROLL TAXES & INSURANCE 25.11% 2,507.72$ = 2,507.72$ SUBTOTAL $ 3,394.96
TOTAL MATERIAL COST C $ - (RATE) (SALARY + VACATION) $ -
DESCRIPTION NO. UNIT UNIT COST
=
= SUBSISTENCE
A $ 4,024.64 $ -
=
$ - TOTAL LABOR COST
$ -
(A) $ 804.93
15 % MARKUP ON EQUIPMENT COST (B) $ 153.20
TOTAL SUBCONTRACTOR COST D $ - 20 % MARKUP ON LABOR COST 15 % MARKUP ON MATERIAL COST (C) $ -
5 % MARKUP ON SUBCONTRACTOR COST (D) $ - TOTAL THIS REPORT 6,004.08$
For instructions, see reverse side.
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6SHFWUXP )URQWLHU8WLOLW\&RQIOLFWVZLWK5HWDLQLQJ:DOO)RRWLQJV Spectrum Conflict: Ames is directed to protect the existing Spectrum line in place at abutments 1 & 2. Ames shall encase the existing conduit in the abutment walls. No additional reinforcement will be required. Adjust wall reinforcement as needed in the field to route conduit through the wall and provide adequate spacing for concrete consolidation. Please provide a stand alone cost estimate for all extra work associated with this conflict. Ames shall not proceed with this work without CIty review and approval of the estimate.

Frontier Conflict: Ames is directed to protect the existing Frontier ducts in place at abutments 1 & 2. Ames shall provide a duct bank opening at abutment no. 1 per revised plan sheets attached. Please provide a stand alone cost estimate for all extra work associated with this change. Ames shall not proceed with this work without CIty review and approval of the estimate.

David Valenzuela

CITY OF MENIFEE

ENGINEERING DEPARTMENT
226815-00044

BRADLEY ROAD BRIDGE
OVER SALT CREEK 78
FOUNDATION PLAN NO.1
S-4
44 PLAN
SCALE: 1"=10'
LEGEND:

UTILITIES

UTILITY OWNER DISPOSITION
1 2
3 4
EXISTING WATER (12" PVC)
EXISTING GAS (4" HIGH PRESSURE)
5 EMWD
6 EXISTING WATER (ABANDONED)
DOUBLE 30" RCP CULVERTS

JT - ELECT, CABE TV & TELCO

SO CAL GAS
RCFCD
AT&T

TO BE RELOCATED
NOTES:

FIBER OPTIC LINE

SW EDISON, GTE & UKN

SPECIFIED TIP

ELEVATION
(FT)

DESIGN TIP

ELEVATION
(FT)

NOMINAL RESISTANCE
(KIPS)

TENSIONCOMPRESSION

PILE TYPELOCATION

PILE DATA TABLE
1354 (A), 1367 (B) 1354200 Kip
24" CIDH 410
90" CIDH
ABUT 1
PIER 2
PIER 3
PILE DATA NOTES:

1. DESIGN TIP ELEVATIONS ARE CONTROLLED BY: (A) COMPRESSION, (B) LATERAL LOAD

2. THE SPECIFIED TIP ELEVATION SHALL NOT BE RAISED ABOVE THE DESIGN TIP ELEVATIONS FOR TENSION, LATERAL, AND TOLERABLE SETTLEMENT.

3. THE NOMINAL DRIVING RESISTANCE REQUIRED IS EQUAL TO THE NOMINAL RESISTANCE NEEDED TO SUPPORT FACTORED LOAD PLUS DRIVING RESISTANCE FROM THE LIQUEFIABLE SOIL LAYER WHICH DOES NOT CONTRIBUTE TO THE DESIGN RESISTANCE.

4. 200 Kip 24" CIDH PILES WITH #9 VERTICAL BARS IN PLACE OF #8 VERTICAL BARS MOD ABUT 4
3420
3420
410
1319
1319
1354
0 0
0 0
EMWD

PROTECT IN PLACE

TO BE REMOVED
MATCHLINE 37+00 SEE

TO BE RELOCATED
SEE NOTE 2

TO BE RELOCATED
"FOUNDATION PLAN NO. 2" SHEET

1. FOR UTILITY LEGEND SEE "GENERAL PLANS ABBREVIATIONS AND LEGEND" SHEET ON ROAD PLANS.

2. EXISTING (ABANDONED) WATER LINE, REMOVE AS NEEDED.

3. FOR PIER PILE CUT OFF ELEVATIONS SEE "PIER DETAILS NO. 2" SHEET

INDICATES BOTTOM OF FOOTING ELEVATION

INDICATES CAST-IN-DRILLED HOLE CONCRETE PILE

INDICATES EXISTING GROUND SURFACE

APPROXIMATE SPOT ELEVATION
Basis of Coordinates: The Coordinates are referenced to the North American Datum of 1983 and are expressed in terms of the California Coordinate System 1983, Zone VI, at Epoch 1991.35, and are based on Point WINCH Published NGS Point ID DX3758. The GRID value for WINCH= N-2195957.500 sft, E-6307838.307 sft.

Basis of Bearings: Bearings are referenced to grid north as defined by the California Coordinate System 1983, Zone VI and are based on the observed line from point WINCH to point AHMT RYAN (Point ID DX5267), said Bearing = N51°-25'-13"E.

Basis of Elevation: Elevation s are referenced to NAVD88, utilizing GEOID12a and determined locally by NGS point M 312 (Point ID DX1709) NAVD88 elevation =1432.051sft.

Bench Mark: The bench mark is 3” brass disk in the top of the east curb of Bradley Road.

The bench mark is set flush with the surface of the curb and is stamped m 312 1935 reset 1962 reset 1965. NAVD88 Elevation=1432.051 sft 90" CIDH
200 Kip
24" CIDH
1319 (A), 1334 (B)
1319 (A), 1334 (B)
1354 (A), 1367 (B)
B2-3
200 Kip
B0-13
13-2

C BRADLEY ROADL
TOP OF BACKWALL.

STRUCTURE APPROACH

NOT SHOWN
FG = 1414±
24" CAST IN-DRILLED-HOLE

CONCRETE PILE, MOD TYP
B2-3
200 Kip
B7-10
U-3
B0-13
13-1

CONCRETE BARRIER

NOT SHOWN
SEEB7-10
U-3 S-17
SEE
S-17
B7-10
U-3
SEE
S-17
3" SLOTTED PLASTIC PIPE,
TYP SEE "ABUTMENT
DETAILS" SHEETS
3" PLASTIC PIPE TO OUTLET

THROUGH BOX CULVERT

WARPED WINGWALL, SEE

DRAINAGE SHEETS

0.5% MIN
6'-0" MAX.
(SEE NOTE 7)

RETURN WALL, TYP FOR
DETAILS SEE "ABUTMENT
DETAILS NO. 2" SHEET

CONCRETE

DRAINAGE PAD

SHEAR KEY, TYP EACH

SIDE OD ABUTMENT
#5 @ 6 BELOW DUCT BANK OPENING7'
#5 @ 6 ABOVE DUCT BANK OPENING7'
B7-10
U-3
22"x22"
ADD FORMED DUCT BANK OPENING.

SEE SHEET S8 AND S8a FOR DIMENSIONS
ADD 3-#8x14' SPACED EQUALLY BETWEEN

FRONT AND BACKWALL REINFORCING
ADD
2'-6"
16"x18"x3.5" STEEL REINFORCED

BEARING PADS (ELASTOMER ONLY)
TOTAL 6, SEE BEARING PAD DETAIL ON
"ABUTMENT DETAILS NO. 1" SHEET
RETURN WALL, TYPFOR DETAILS SEE"ABUTMENT DETAILSNO. 2" SHEET 64'-712"
N 0° 33' 06" E

LBRADLEY ROAD C

FACE OF

ABUTMENT

EXPANDED POLYSTYRENE
(SAME THICKNESS AS

BEARING PADS)

EDGE OF DECK EDGE OF DECK
B7-10
U-2
N 0° 33' 06" E
3" SLOTTED PLASTIC PIPE,
TYP. SEE "ABUTMENT
DETAILS" SHEETS

RETAINING WALL LOL

LC ABUT BRG
B0-13
13-1
11'-13 8" 5'-65 8" 5'-65 8" 8'-1"8'-1"

C BEARINGL

PAD, TYP

RETAINING WALL LOL
RETAINING WALL, TYPE I(CASE 1), TYP FORDETAILS SEE "ABUTMENTDETAILS NO. 3" SHEET 11'-112"
B7-10
U-2
SEE
S-17
SEE
S-17
B7-10
U-2
SEE
S-17
3" PVC DRAINAGE PIPE TO

OUTLET THROUGH BOX

CULVERT WARPED

WINGWALL, SEE DRAINAGE
SHEETS
B9-6
B7-10
U-2
22"x22"
P

LC BRADLEY ROAD
2'-0"5'-0"5'-0"
2'-0"
SKEW
LC ABUT 1 BRG

LC PILE, TYP
14'-0"

LC PILE, TYP

RETAINING WALL LOL

RETAINING WALL LOL

8.0°
SKEW
66'-0"
4 @ 7'-6" = 30'-0" 4 @ 7'-6" = 30'-0" 3'-0"3'-0"

1. FOR SECTION A-A, SEE "ABUTMENT DETAILS NO. 1"
SHEET.

2. FOR SECTION B-B, C-C, AND D-D, SEE "ABUTMENT
DETAILS NO. 2" SHEET.

3. ABUTMENT 1 SHOWN, ABUTMENT 4 SIMILAR, EXCEPT
FOR RETAINING WALLS.

4. FOR WATER LINES SEE "ROAD PLANS"

5. SEE "MISCELLANEOUS DETAILS" SHEET FOR SIZES OF
UTILITY OPENINGS AT BACKWALL & END DIAPHRAGM.

6. STRUCTURE APPROACH SLAB NOT SHOWN FOR
CLARITY. SEE "ABUTMENT DETAILS" SHEETS.

7. STRUCTURE APPROACH DRAIN PIPE SHALL SLOPE
DOWN 0.5% MIN TOWARDS WEST SIDE OF ABUTMENT

AND OUTLET THROUGH BOX CULVERT WARPED
WINGWALL. SEE DRAINAGE PLANS.

8. FOR SECTION P-P, SEE SHEET S8a

CITY OF MENIFEE

ENGINEERING DEPARTMENT
226815-00044

BRADLEY ROAD BRIDGE
OVER SALT CREEK 78

ABUTMENT LAYOUT
S-6
46 B2-3
200 Kip24" CAST IN-DRILLED HOLE CONCRETE PILE, TYP
SEE PILE DATA NOTE 4 ON SHEET S-4.

RETAINING WALL LOL =

EDGE OF DECK
#5 TOTAL 12

ABOVE ABUTMENT SEAT
#5 @ 9

BELOW ABUTMENT SEAT

STRUCTURE APPROACH
TYPE EQ (10)

STRUCTURE APPROACH

DRAINAGE, SEE
"ABUTMENT LAYOUT"
AND "ABUTMENT
DETAILS" SHEETS
4" EXPANDED POLYSTYRENE

CONTINUES TO END OF

APPROACH SLAB
#4 @ 6
#4

ABUTMENT FOOTING
FG
2'-0"
2" CLR
TYP
B9-4 B9-5
X-1
B9-6
2'-0"
3 4" CHAMFER, EDGE OF
BRIDGE DECK 1'-6"±

FIBER OPTIC DUCT BANK
OPENING. PROTECT DUCTS

IN PLACE CLR
G
2"
(SEE NOTE 1)
2" CLR
TYP
2" CLEAR ABOVE AND

BELOW OPENING
ADD #4x10' @ 4 ADJACENT

DUCT BANK OPENING
ADD #4 @4

ABOVE AND BELOW
OPENING. HOOK AROUND

VERTICAL BARS
FORM SPACE 1'-6"x812" MAX

FOR DUCT BANK OPENING
RIGHT SIDE ABUT 1 ONLY

RETAINING WALL LOL
#5 X 7'-0" @ 9

ABUTMENT

SEAT WALL

ABUTMENT
REINF

ABUT BRG

ABUTMENT
REINF
#7 @ 6

ABUTMENT

FOOTING

RETAINING WALL
TYPE I (CASE 1), TYP
B3-1A

WALL EXPANSION
JOINT
B0-3
3-4
#8 AND #8

ABUTMENT REINF

ABUTMENT REINF

ABUT BRG

EDGE OF DECK
1'-6"
#5 @ 9
#4 TOTAL 14

WALL EXPANSION
JOINT

ABUTMENT

BACKWALL
REINF

ABUTMENT

BACKWALL
B0-3
3-4

RETURN WALL

RETAINING WALL

RETAINING WALL
TYPE I (CASE 1), TYP
B3-1A
6'-0"
NOTE:

ABUTMENT KEY NOT SHOWN

RETAINING WALL LOL
SCALE: 3 4" = 1'-0"

SECTION B-B
SCALE: 1" = 1'-0"

SECTION C-C
SCALE: 1" = 1'-0"

SECTION D-D
NOTE: FOR DETAILS NOT SHOWN, SEE "SECTION C-C"

CITY OF MENIFEE

ENGINEERING DEPARTMENT
226815-00044

BRADLEY ROAD BRIDGE
OVER SALT CREEK 78
ABUTMENT DETAILS NO. 2
S-8
48 1'-9"
1'-0"
3'-9"
2'-0" KEY
NOTE 1
1'-6"
8 12"
MAX
3'-8" 7'-9"
2'-4"
R9"
ADD #5 @ 12
ADD #5x9' @ 12
ADD #5 @ 12
BATTER 1.0:12
NOTES:

1. FORM SPACE AROUND EXISTING DUCT BANK

2. FOR REINFORCING AND ADDITIONAL DETAILS,
SEE DESIGN H=18

PROVIDE ADDITIONAL
#6@10 PER NOTE 5.

3. LENGTHEN ALL FOOTING HORIZONTAL
REINFORCING BARS BY 9 INCHESRETAINING WALL LOL
KEY
B3-1A
MOD
B3-1A

RETAINING WALL LOL
#5 - 7'-0"x4 12"

ADJACENT DUCT

BANK OPENING

ABUTMENT

SEAT WALL

ABUT BRG

ABUTMENT
REINF
#7 @ 6

ABUTMENT

FOOTING
#8 AND #8

ABUTMENT REINF
ADD 4 -#9 @47'
ADD 4 -#9 @47'

STRIP WATERSTOP

EDGE OF ABUTMENT

FOOTING

RETAINING WALL
TYPE 1 (CASE 1) MOD
NOTE: REINFORCING NOT SHOWN
B3-1A
MOD
WALL

EXPANSION
JOINT
B0-3
3-4
2" CLR
ADD #8
TOTAL 2
BUNDLED WITH #8
ABUT. REINFORCING

RETAINING WALL

FOOTING
ADD 2-#7 BUNDLE
WITH #7 @ 6
TYP
B0-1
MAX8
12" FORMED SPACE

AROUND EXISTING

FIBER OPTIC DUCTS
B0-3
3-4
9'-0"8'-0"8'-3"
DESIGN HEIGHT = H
L
6'-0"
H= 8'-0" H= 12'-0" H= 18'-0"

STRUCTURE

APPROACH SLAB
FG
OG

RETAINING WALL
TYPE I (CASE 1)
B3-1A
5'-0"
5'-0"
5'-0"
3'-0"
3'-0"
3'-0"

SEE GRADING
NOTES 1 & 2
ON SHEET S9

TOP OF DECK
B3-1A

MODSEE GRADING
NOTES SHEET S9 S
8'-0"
PROTECT 8 FIBER OPTIC
4" DIA DUCTS IN PLACE
G
2" CLR
1'-6"±2"
CLR
TYP

FORM OPENING IN STEP

WALL AROUND DUCTS
11" ±
3"
CLR

FOOTING
BELOW
DUCTS

FOOTING
STEP

FOOTING

ABOVE DUCTS
ADD 2-#8

RETAINING WALL ABOVE

RETAINING WALL BELOW NOT SHOWN
3"
CLR

LOL OUTSIDE FACE

OF RETAINING WALLS
ADD 2-#5 ON EACH SIDE OF

DUCTS IN STEP WALL OPENING
8-4" DIA DUCTS
10 3
4" ±
1'-6"±
8 DUCTS
SCALE: 3 4" = 1'-0"
RETAINING WALL TYPE 1 (CASE 1 ) MODIFIED
SCALE: 1" = 1'-0"

SECTION G-G

CITY OF MENIFEE

ENGINEERING DEPARTMENT
226815-00044

BRADLEY ROAD BRIDGE
OVER SALT CREEK 78
S-8a
48 B3-1A
MOD
NTS
SCALE: 1/4" = 1'-0"
EXTERIOR OF RIGHT RETAINING WALL @ ABUTMENT 1
SCALE: 1" = 1'-0"

SECTION S-S

SECTION P-P
NOTES:

1. DETAILS APPLY IN DUCT BANK AREA RIGHT
SIDE OF ABUT 1 ONLY

2. SECTION G-G VIEW IS OPPOSITE HAND TO

ABUTMENT LAYOUT AND APPLIES TO RIGHT

SIDE OF ABUTMENT ONLY
N 0° 33' 06" E

C BRADLEY ROADL
C PIER 2L
N 81° 26' 54" W
1401.50
1 2
3 4
6 5

RETAINING WALL LOL
N 0° 33' 06" E
1405.501409.501413.50
N 81° 26' 54" W
RETAINING WALL LOLN 0° 33' 06" E
1405.501409.501413.50
C ABUTMENT 1L
32'-3 3/4"
32'-3 3/4"
(Abandoned)
(1411.40)
(1411.62)
(1412.60)
(1412.29)
(1412.00)
(1411.86)
(1411.77)
(1411.74)
(1411.78)
(1411.79)
(1411.71)
(1411.62)
(1411.87)
(1411.37) 24" DIA CIDH PILE MOD,
TYP TOTAL 27
90" DIA CIDH PILE, TYP
20'-5 1/2"
20'-5 1/2"

CITY OF MENIFEE

ENGINEERING DEPARTMENT
226815-00044

BRADLEY ROAD BRIDGE
OVER SALT CREEK 78
FOUNDATION PLAN NO.1
S-4
44 PLAN
SCALE: 1"=10'
LEGEND:

UTILITIES

UTILITY OWNER DISPOSITION
1 2
3 4
EXISTING WATER (12" PVC)
EXISTING GAS (4" HIGH PRESSURE)
5 EMWD
6 EXISTING WATER (ABANDONED)
DOUBLE 30" RCP CULVERTS

JT - ELECT, CABE TV & TELCO

SO CAL GAS
RCFCD
AT&T

TO BE RELOCATED
NOTES:

FIBER OPTIC LINE

SW EDISON, GTE & UKN

SPECIFIED TIP

ELEVATION
(FT)

DESIGN TIP

ELEVATION
(FT)

NOMINAL RESISTANCE
(KIPS)

TENSIONCOMPRESSION

PILE TYPELOCATION

PILE DATA TABLE
1354 (A), 1367 (B) 1354200 Kip
24" CIDH 410
90" CIDH
ABUT 1
PIER 2
PIER 3
PILE DATA NOTES:

1. DESIGN TIP ELEVATIONS ARE CONTROLLED BY: (A) COMPRESSION, (B) LATERAL LOAD

2. THE SPECIFIED TIP ELEVATION SHALL NOT BE RAISED ABOVE THE DESIGN TIP ELEVATIONS FOR TENSION, LATERAL, AND TOLERABLE SETTLEMENT.

3. THE NOMINAL DRIVING RESISTANCE REQUIRED IS EQUAL TO THE NOMINAL RESISTANCE NEEDED TO SUPPORT FACTORED LOAD PLUS DRIVING RESISTANCE FROM THE LIQUEFIABLE SOIL LAYER WHICH DOES NOT CONTRIBUTE TO THE DESIGN RESISTANCE.

4. 200 Kip 24" CIDH PILES WITH #9 VERTICAL BARS IN PLACE OF #8 VERTICAL BARS MOD ABUT 4
3420
3420
410
1319
1319
1354
0 0
0 0
EMWD

PROTECT IN PLACE

TO BE REMOVED
MATCHLINE 37+00 SEE

TO BE RELOCATED
SEE NOTE 2

TO BE RELOCATED
"FOUNDATION PLAN NO. 2" SHEET

1. FOR UTILITY LEGEND SEE "GENERAL PLANS ABBREVIATIONS AND LEGEND" SHEET ON ROAD PLANS.

2. EXISTING (ABANDONED) WATER LINE, REMOVE AS NEEDED.

3. FOR PIER PILE CUT OFF ELEVATIONS SEE "PIER DETAILS NO. 2" SHEET

INDICATES BOTTOM OF FOOTING ELEVATION

INDICATES CAST-IN-DRILLED HOLE CONCRETE PILE

INDICATES EXISTING GROUND SURFACE

APPROXIMATE SPOT ELEVATION
Basis of Coordinates: The Coordinates are referenced to the North American Datum of 1983 and are expressed in terms of the California Coordinate System 1983, Zone VI, at Epoch 1991.35, and are based on Point WINCH Published NGS Point ID DX3758. The GRID value for WINCH= N-2195957.500 sft, E-6307838.307 sft.

Basis of Bearings: Bearings are referenced to grid north as defined by the California Coordinate System 1983, Zone VI and are based on the observed line from point WINCH to point AHMT RYAN (Point ID DX5267), said Bearing = N51°-25'-13"E.

Basis of Elevation: Elevation s are referenced to NAVD88, utilizing GEOID12a and determined locally by NGS point M 312 (Point ID DX1709) NAVD88 elevation =1432.051sft.

Bench Mark: The bench mark is 3” brass disk in the top of the east curb of Bradley Road.

The bench mark is set flush with the surface of the curb and is stamped m 312 1935 reset 1962 reset 1965. NAVD88 Elevation=1432.051 sft 90" CIDH
200 Kip
24" CIDH
1319 (A), 1334 (B)
1319 (A), 1334 (B)
1354 (A), 1367 (B)
(1411.63)
B2-3
200 Kip

26.00 ft

32.24 ft
FRONT. PH #1 & #2
STA. 36+07.3
(1406.5) T.O.P

26.00 ftPH #8
STA. 36+07.7
(1408.34) T.O.P

31.54 ft
SPECT. PH #7
STA. 35+06.37
(1408.22) T.O.P
FRONT. PH
STA. 35+07.72
(1408.44) T.O.P

EXISTING FRONTIER DUCTBANK
(8) 4" SCH. 80 CONDUIT
2 ROWS STACKED 4 HIGH

EXISTING SPECTRUM
(1) 3" ORANGE FIBER CONDUIT

8.00 in
1401.50
C PIER 3L
1 2
3 4
5 N 0° 33' 06" E

C BRADLEY ROADL
N 81° 26' 54" W
N 81° 26' 54" W
C ABUTMENT 4L
RETAINING WALL LOLN 0° 33' 06" E RETAINING WALL LOL
N 0° 33' 06" E
1401.50 1405.50
1405.50
32'-3 3/4"
(Abandoned)
(1411.63)
(1411.59)
(1411.60)
(1411.62)
(1411.68)
(1410.94)
(1412.02)
(1411.47)
(1411.46)
(1410.83)
(1411.72)
24" DIA CIDH PILE MOD,TYP TOTAL 27
90" DIA CIDH PILE, TYP
32'-3 3/4"
20'-5 1/2"
20'-5 1/2"

CITY OF MENIFEE

ENGINEERING DEPARTMENT
226815-00044

BRADLEY ROAD BRIDGE
OVER SALT CREEK 78
FOUNDATION PLAN NO.2
S-5
45 PLAN
SCALE: 1"=10'
LEGEND:

NOTES:

MATCHLINE 37+00 SEE
"FOUNDATION PLAN NO. 1" SHEET

1. FOR UTILITY LEGEND SEE "GENERAL PLANS ABBREVIATIONS AND LEGEND" SHEET ON ROAD PLANS.

2. EXISTING (ABANDONED) WATER LINE, REMOVE AS NEEDED.

3. FOR PIER PILE CUT OFF ELEVATIONS SEE "PIER DETAILS NO. 3" SHEET

INDICATES BOTTOM OF FOOTING ELEVATION

INDICATES CAST-IN-DRILLED HOLE CONCRETE PILE
SEE "UTILITIES" TABLE ON "FOUNDATION PLAN NO. 1" SHEET

INDICATES EXISTING GROUND SURFACE APPROXIMATE SPOT

ELEVATION

OVER TOPPING FLOODBASE FLOODDESIGN FLOOD

HYDROLOGIC SUMMARY
>>> 500 YEAR
39,000
1421.6
100 YEAR 100 YEAR
13,100

FREQUENCY (YEARS)
DISCHARGE (CUBIC FEET/SEC) 13,100
1417.251417.25WATER SURFACE
(ELEVATION AT BRIDGE)

SHORT TERM (LOCAL)

SCOUR DEPTH (FT)

LONG TERM (DEGRADATION AND

CONTRACTION) SCOUR ELEVATION (FT)

SCOUR DATA TABLE
1409.9 5.5ABUT 1
PIER 2
PIER 3
SUPPORT NO.

ABUT 4

8.2 8.2

5.5 (1411.63)
1409.7
1409.0
1409.0

32.29 ft
FRONT. PH #3 & 4
STA. 37+43.45
(1406.3) T.O.P

40.66 ft
FRONT. PH #5 & #6
STA. 38+40.50
(1407.86) T.O.P

26.38 ftSPECT. PH #9
STA. 37+43.81
(1408.23) T.O.P

28.50 ft
SPECT. PH #9
STA. 38+40.97
(1408.23) T.O.P

8.00 in

EXISTING FRONTIER DUCTBANK
(8) 4" SCH. 80 CONDUIT
2 ROWS STACKED 4 HIGH

EXISTING SPECTRUM
(1) 3" ORANGE FIBER CONDUIT

HAND DUG PH AT THIS LOCATION

IDENTIFIED CONFLICT WITH PILE
B0-3
3-4
9'-0"8'-0"8'-3"
DESIGN HEIGHT = H

LC BEARING
6'-0"
H= 8'-0" H= 12'-0" H= 18'-0"

STRUCTURE

APPROACH SLAB
FG OG

RETAINING WALL
TYPE I (CASE 1)
B3-1A
5'-0"
5'-0"
5'-0"
3'-0"
3'-0"
3'-0"

SEE GRADING
NOTES 1 & 2

CAP END
90° PIPE
ELBOW
3" SLOTTED PLASTIC PIPE

TEE PIPE

FITTING

CONCRETE

DRAINAGE PAD
3" PLASTIC PIPE
3" SLOTTED

PLASTIC PIPE

GEOCOMPSITE
DRAIN
B9-6
C

TOP OF DECK
EE
2" EXPANDED

POLYSTYRENE
1" EXPANSION

JOINT FILLER

BEARING PAD
4" EXPANDED

POLYSTYRENE, SEE
NOTE 1
B0-13
13-1
B0-13
13-2
#9 TOT 4
7'-0"
4'-0"

CONSTRUCTION JOINT
1'-0"
#9 TOT 4
#4 @ 12
2'-4" MIN LAP
#4 @ 12
4"
CLR
4"
CLR
#9 TOT 3

RET WALL LOL
8'-0"
#4 TOT 4
#9 TO T 24,
12 BUNDLES OF
2 CONTINUOUS
6" BETWEEN #9 HOOKS
4"

EDGE OF DECK

RET WALL LOL

ABUTMENT

BACKWALL REINF

ABUT BRG
#4
#4
#9 tot 3
#9

TYPICAL KEY EACH SIDE OF ABUTMENT
#9, TYP

LC BEARING

STRUCTURE

APPROACH SLAB
6'-0" 6'-31 4"
H= 14'-0" H=DESIGN HEIGHT
FG
OG B0-3
3-4

RETAINING WALL
TYPE I (CASE 1)
B3-1A
3'-0"
5'-0"

SEE GRADING
NOTES 1 & 2

TOP OF DECK

CONCRETE

DRAINAGE PAD
B9-6
C
3" SLOTTED PLASTIC PIPE
3" PLASTIC PIPE
3" SLOTTED PLASTIC PIPE

GEOCOMPSITE
DRAIN

CITY OF MENIFEE

ENGINEERING DEPARTMENT
226815-00044

BRADLEY ROAD BRIDGE
OVER SALT CREEK 78
ABUTMENT DETAILS NO. 3
S-9
49 RETAINING WALL @ ABUTMENT 1
SCALE: 1/4"=1'-0"

ABUTMENT SHEAR KEY ELEVATION
SCALE: 3/4"=1'-0"

SECTION E-E
SCALE: 3/4"=1'-0"
RETAINING WALL @ ABUTMENT 4
SCALE: 1/4"=1'-0"
GRADING NOTES:

1. REMOVE AND REPLACE WITH STRUCTURE BACKFILL COMPACTED TO AT LEAST 95% RELATIVE COMPACTION. PREPARE GROUND
BELOW NEW STRUCTURE BACKFILL BY COMPACTING TO 95%
RELATIVE COMPACTION TO THE DEPTH OF AT LEAST 6".

2. THE RECOMPACTED AREAS SHALL EXTEND 5' BEYOND THE EDGE OF FOOTINGS ON ALL SIDES. MATERIAL COMPACTED TO 95% AND

MATERIAL PLACED BEHIND RETAINING WALLS SHALL COMPLY WITH

THE REQUIREMENTS OF CALTRANS STANDARD SPECIFICATIONS
SECTION 19-3.02C "STRUCTURAL BACKFILL."
STRUCTURE APPROACH DRAINAGE NOTE:

1. STRUCTURE APPROACH DRAIN TO OUTLET THROUGH BOX CULVERT WARPED WINGWALL. SEE "ABUTMENT LAYOUT", "ABUTMENT
DETAILS", AND DRAINAGE SHEETS.

LEGEND:

INDICATES BUNDLED BARS
1405.50
(1408.44)
(1408.22)
00'-- 333

CONCRETE EXISTING SPECTRUM CONDUIT
CONFLICTING @ ABUT. 1 & 4

EXISTING FRONTIER

DUCTBACNK - CONFLICTING
@ ABUT. 1 ONLY

5.54'

31.54'

26.00'

EXISTING SPECTRUM CONDUIT
CONFLICTING @ ABUT. 1 & 4
CL

EXISTING FRONTIER

DUCTBACNK - CONFLICTING
@ ABUT. 1 ONLY
1401.50



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Ames to provide
Per breakdown below
price is $30,262.59
Bob Production Estimate: (Per Phone Call & Site Visit)
8 Days Per Abutment
2 Days to expose utilities at each abutment (4 Total)
(4 days total, spotter needed)
These rates seem a
bit high / please
confirm
See attached email
from Bob Salaz
confirming rates.

VISTA
DRIVE

BRADLEY ROAD - PROFILE

BRADLEY ROAD - PLAN

BRADLEY ROAD - PROFILE
ABUTMENT 4
ABUTMENT 1
SHIFT 1& 2 (Working around
utilities)
SHIFT 3 & 4 (Working Around Utilities)
SHIFT 5 to 7SHIFT 8 to 10
RIP RAP Schedule before the Falsework
CIP 13-04

BRADLEY ROAD BRIDGE
OVER SALT CREEK 78

CITY OF MENIFEE

ENGINEERING DEPARTMENT

BRADLEY ROAD - GRADING PLAN


RCFCD ACCESS ROAD

SALT CREEK TRAIL
(1408.44) FRONTIER - T.O.P
(1408.22) SPECTRUM - T.O.P

EXISTING SPECTRUM CONDUIT

EXISTING FRONTIER

DUCTBACNK
(5.54')

EXISTING SPECTRUM CONDUIT

EXISTING FRONTIER

DUCTBACNK

ROCK SLOPE PROTECTION
(1/4 T, CLASS V, METHOD B)
12" MIN.

TYP.
6" MIN.

TYP.

D
D

SECTION D-D
N.T.S
1401.50
1404.75

UNREINFORCED

CONCRETE ENCASEMENT
4000 psi.

UNREINFORCED

CONCRETE ENCASEMENT
4000 psi.
24" MIN.
24" MIN.
1'-2' Rock
4' 1'4"
1'4"
1'6"
1'
3'6"
3'
EL: 1411.50
AMES001

SHIPPED
INVOICE #
EXT. PRICE
AMES CONSTRUCTION, INC.
8333 E. HARTFORD DR.

SCOTTSDALE, AZ 85255
1814928
AMES CONSTRUCTION, INC.
10/10/2025
PURCHASE ORDER #

ITEM NUMBER DESCRIPTION UNIT PRICE

SHIP TOBILL TO
Date
TICKET
250511
CUSTOMER JOB #
U OF M
Bradley Road
AB219 - Bradley Road Bridge Ov
Menifee CA

CUSTOMER ID
Phone 909-982-1553 Fax 909-949-6315
www.HollidayRock.com
1401 N. Benson Ave., Upland, CA 91786
<<DOCID~1814928~DOCID>>
<<CMPID~ROCK~CMPID>>
<<ALSLR~ _EDDCustomer ~*~AMES001~ALSLR>>
<<RCPNM~AMES CONSTRUCTION, INC.~RCPNM>>
<<UDFD5~MM101025-C1~UDFD5>>
<<DOCTP~SOINVOICE~DOCTP>>
<<ALIAS~_EDDSOINVOICE~ALIAS>>

10.003F40L032 $156.10 $1,561.004000psi 0.50wcr 15.1% A121069177 CU Yards

1.00AB219 $300.00 $300.00AB219 - PUBLIC WORKS FE121069177 Each

10.003F40L032 $156.10 $1,561.004000psi 0.50wcr 15.1% A121069178 CU Yards

1.00AB219 $300.00 $300.00AB219 - PUBLIC WORKS FE121069178 Each

10.003F40L032 $156.10 $1,561.004000psi 0.50wcr 15.1% A121069180 CU Yards

1.00AB219 $300.00 $300.00AB219 - PUBLIC WORKS FE121069180 Each

10.003F40L032 $156.10 $1,561.004000psi 0.50wcr 15.1% A121069184 CU Yards

1.00AB219 $300.00 $300.00AB219 - PUBLIC WORKS FE121069184 Each

10.003F40L032 $156.10 $1,561.004000psi 0.50wcr 15.1% A121069186 CU Yards

1.00AB219 $300.00 $300.00AB219 - PUBLIC WORKS FE121069186 Each

10.003F40L032 $156.10 $1,561.004000psi 0.50wcr 15.1% A121069187 CU Yards

1.00AB219 $300.00 $300.00AB219 - PUBLIC WORKS FE121069187 Each

10.003F40L032 $156.10 $1,561.004000psi 0.50wcr 15.1% A121069188 CU Yards

1.00AB219 $300.00 $300.00AB219 - PUBLIC WORKS FE121069188 Each

10.003F40L032 $156.10 $1,561.004000psi 0.50wcr 15.1% A121069190 CU Yards

1.00AB219 $300.00 $300.00AB219 - PUBLIC WORKS FE121069190 Each

10.003F40L032 $156.10 $1,561.004000psi 0.50wcr 15.1% A121069191 CU Yards

1.00AB219 $300.00 $300.00AB219 - PUBLIC WORKS FE121069191 Each

10.003F40L032 $156.10 $1,561.004000psi 0.50wcr 15.1% A121069194 CU Yards

1.00AB219 $300.00 $300.00AB219 - PUBLIC WORKS FE121069194 Each

10.003F40L032 $156.10 $1,561.004000psi 0.50wcr 15.1% A121069196 CU Yards

1.00AB219 $300.00 $300.00AB219 - PUBLIC WORKS FE121069196 Each

10.003F40L032 $156.10 $1,561.004000psi 0.50wcr 15.1% A121069198 CU Yards

1.00AB219 $300.00 $300.00AB219 - PUBLIC WORKS FE121069198 Each

1.00RET05 $150.00 $150.00RETURNED CONCRETE 5 YAR121069198 Each $23,202.00
$1,715.20
$24,917.20

SUBTOTAL
TAX
TOTAL
PAYMENT DUE AT THE END OF THE MONTH FOLLOWING DATE OF INVOICE. Should any litigation or other collection effort be necessary in order to collect sums due under this contract, purchaser agrees to pay and Holliday Rock Co., Inc. shall be entitled a reasonable sum as and for collection costs and attorneys' fees whether or not litigation is pursued. Payments due and unpaid shall bear interest from the date payment is due at the rate of one and one-half percent $720.00 120.00$0.00
12 TOTAL ENVIRONMENTAL FEE(S) TOTAL YARDS/TONSTOTAL STANDBY $23,202.00
$1,715.20
$24,917.20

SUBTOTAL
TAX
TOTAL
R.1_$23,202 / 120 CY = $193.35 per CY
R.1
2,386.56/44 Sheets = 54.24/ Sheet (Removed Sales Tax & Lumber Tax) 
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