HomeMy WebLinkAbout0850-72_Highland Haven Development Sewer Project - RDA_1.1FIRM:
\.• APR 28 '92 15:24 JF DAVIDSON ASSOC
MeMEW iikomitema.
Mir astar Now
am. WNW. Immo Emig"' moor Mom, - blow
MOW NNW Mimr ' gime
Emir OM. Moir Mgr
Mir =Mr _mar dims•r Maws" moor ...wiffor
WORK ORDER #:
DATE: 4/112. ?
FROM: 2IVSE-15 AL
vu•IMM,,• =NW
PLEASE DELIVER THE FOLLOWING PAGES TO:
NAMELA44/ , Fat: itto A:aos
t
J.F. Davidson Associates, Inc.
ENGINEERING OIVISION
JFDA Fax No. (714) 686-5807
CITY AND STATE: IC"' 'tztry24.141z04.4.-- C-04
TELEFAX TELEPHONE: lielt_3ssa
OFFICE TELEPHONE if 471 3si:La 174 /
TOTAL NUMBER OF PAGES (Including cover letter): Itv12...
If you do not receive all of the pages, please phone
(714) 683-02090 as soon as possible and astior
telefax operator ,./0
ADDITIONAL COMME TS: JLA.
heda;42-12--t-
I 345 cl$0,44-„-, 7, 2 CP
/ 3 ‘0 5e) 4€5C /3.5-0
3:126 "191)th Street • P.O. Eio'4 493 * Riversid6. CA 92502 • /14r 68:,:;-.::;209 FAX 714.68i.-3-Ef
PIPE
,SIZE i 1.25 1.5
t2
15 2500 2000 2000
18 .
---
11 2250
27
./30
33 '��•
wd �+
Ia00
3 D 1'!00 1500 1400
' 42 1600 1400' 1300
s
4 sou [001200
51 1400 r200•'1100
5 4 1300 11 C3a • ---
F•-S -1200 [ o°ar
60 • : tunny �:
1100 950 900
63
66
69
72
1050
1000
900* B50
• REQUIRED D--LOADING FOR _iiJ FORCED CONCRETE PIPE
CASE I BEDDING PER' STANDARD PLAN ' 76-0I
DEPTH OF
C0V1J Fa. FEET
2000
l000 10Ap
unrestricted Trench Width
2000
Calculated for projection Condition
7000
1400-
1
10 11
2000 20
[500 1500 1500
1400 1400
1300 .1300
1250 1250
1200 1200
DEPTH OF COVER 1N FEET
16 17 113 19 20
2000 2000.2000
2000' 2000 2000 2000
1750 f 1750 -1740 1750-1750
15000
1400 - [400
1350 1350
1650 I700
2
2250
23
2250
Trench. Width = 0.D. + 20; W=!0"(Sea hole 4)
Colcotaled for Trench Condition
34
50
PIPE
SIZE
12
27.•
30
33
1800 54
1850 j
NOTE:: 1. D•Loods shown on this plate ore to be used in design and shown on project plans,
2. D-Loads shown ore based on overoge soil condifiohs and should be -increased where soil analysis truncates grealer eorlh toads. Where
soils hove low cohesive veins and cover is greeter !kin 10:-use O-Loads catcutaled For projection condition (Plate 2.6-0697). . 3. Dalai Sofety Factor = 1.25; Load Foaclor = LB for Case i; Live Load = 14120-S16 Truck; Eorlh Land = 110 P.C.F(Marslons Formula).
l j11 / .: 4. Where cover is grealer lien 10', D-Lords shown may ,be used with Case 11 Bedding for values of "Y/"not exceeding the following
W"= 15 for pipe 48 or Less in diameter.
„W"=22" for pipe 72" or less in diameter.
"W "=28" for pipe 96" or less in diameter.
Where "W"exceeds the above voles, D-toads,shown en.Piole 2.6-0697,'Option No. must be used with Case?L Bedding.
D--LOAD FOR CASE I BEDDING
57
60
63
66
Name of C.P.'s project manager: Mr. Matthew K. Pfister.
Name'of C.P.'s project superintendent: Mr. Henry Ramirez.
2. Emergency contact telephone numbers:
•
a. During normal daytime hours, 6:30 A.M. 'til 5:30 P.M., call C.P.'s
office at main telephone number (714) 981-1091 - this number has a
three -line rotary switch, and rings through onto 981-1092 and
981-1093. C.P. also has 'phone number (714) 981-1084 as a fourth
line into the office, if the other three are all busy.
b. After normal hours, call Matt Pfister's home, at (714) 985-7424,
Michael Pfister's home at (714) 985-8689, or Mark Pfister's home
at (714) 931-7212. Additional after-hours numbers will be pro-
vided upon request, if you so desire.
c. Please feel free to call C.P.'s mobile telephone numbers too, if
necessary - (714) 321-7532 for Matt Pfister, (714) 321-3477 for
Mike Pfister, and (714) 321-6790 for Mark Pfister.
3. Persons authorized to sign change orders are: Mr. Charles Pfister, Jr.;
Mr. Michael Pfister; Mr. Matthew K. Pfister; Mr. Mark E. Pfister;
•
Mr. John Blough, and Mr. Robert Davis.
MIGIIIANO-HAVEN
SEWER/STORM DRAIN .
1. SPECIFICATIONS
1.1 Contract Specifications
1.2 Engineers Cost Estimate
2. PRE BID DOdRIE1RATI0N
2.1 Agreements
2.2 Right of Nay Certification
2.3 Council Actions
3. PRE BID ACTIVITIES
3.1 Advertisement for Bids
3.2 Bidders List (Documents)
3.3 Bid Opening Reports
3.4 Summary h Evaluation
4. SERVICE COIffRyT i AGREEMENTS
4.1 Contractor Agreement
Calif.4.2 So. Co.
4.3 Work Order Request
5. CORRESPONDENCE
5.1 To Contractor
5.2 From Contractor
5.3 General
5.4 Utility Company
5.5 Pre Bid Addendums
6. COISTmr10 TN PHASE
6.1•Pre Construction Meeting
6.2 Notice to Proceed
9. CONSTRIrT
9.1 Photographic Reports
9.2 . Engineers Daily Reports
9.3 Weekly Report of Working Days
9.4 Construction Inspection Report
9.5 MonthlReporty(Contractors Project kStatus
and
Subcontractors)
10. CONTRACT CHANGE ORDERS
10.1 Change Orders
10.2 Extra Work Reports
NFO PROVIDED AT PROJECT START
11.1 Forms
11.2 Project Requirements
11.3 Control lon
Uniform Traffic
11.4 Labor in Formation
12. ANC
1LABOR C_ Employee nterviews
12.2 Equal Employment
12.3 Contractor Payrolls
12.4, Subcontract Request Form
13. ACCOUNTING
13.1 Progress Payments
13.2 Final Project Accounting
UTILITY WORK PERFORMED
14.1 Utilityss
11.
7.
8. 8.1�AcceptanceIAL GA Test
8.2 Certicates of Compliance
8.3 Reports of Inspection
8.4 Independent Assurance Test
8.5 Final Tests
14.
ION PHASE
EXTRAS
15. PUBLIC15.1ComplaIONS
15.2 Claims
15.3 Prelim. Reports from Contr.
16.
17.
18. CONPLETIONIOFFePROJECT