ENC2002-00078Date: August 7, 2003
TRANSMITTAL FROM THE
CITY OF CAMPBELL
Public ~Torks Department
PUBLIC WORKS DEPARTMENT
CAMPBELL
TO:
FROM:
SUBJECT:
Barry Swenson Builder
Green Valley Corporation
777 N. First Street, 5th FlPor
San Jose, CA 95112 ~
Joanne M. D'Ambrosia, Senior Office Assistant
175-201 E. Campbell A~enue
ENC #2002-00078
We are returning your check in the an
City. The check represented plan checl
permit. It is our understanding that
completed at this time.
tount of $1,718.81 that was never cashed by the
fees in connection with the above encroachment
the project on Campbell Avenue is not to be
~Joanne M. D'Ambrosia
Enclosure
70 North First Street · Campbell, California 95OO8-1436 · TEL 408.866.2150 - VAX 408.376.0958 - TDt) 408.866.2790
E]
0
0
0
Harold Housley
From:
Sent:
To:
Subject:
Kirk Heinrichs
Tuesday, July 29, 2003 5::22 PM
Harold Housley ~
RE: 175-201 E. Campbell Ave.
The property is owned by the Agency and the Agency is out of contract with Swenson.
time. -kirk-
There is no project eminent at this
..... Odginal Message .....
From: Harold Housley
Sent: Tuesday, July 29, 2003 4:zt4 PM
To: Kirk Heindchs
Subject: 175-201 E. Campbell Ave. )
I am in the process of reviewing the file in connection with the above referenced property. Barry Swenson's engineer
submitted street improvement plans and G & D plans. Mr. Swenson also submitted a plan check deposit, which is still
in the PWD's Land Development file. Was the property ever conveyed to him by the RDA? Do you have any idea
when the project will move forward?
Civil Engineeri.ng Associates, ilnc.
Civil Engineers Planners Surveyors
635 N, First Street * Building A * San Jose, CA 95112
Phone: (408) 452-1066
FAX: (408) 452-1075
WE ARE SENDING YOU ·
[] Shop drawings
r-t Copy of letter
./~"~Attached r~ Under separate cover via
[] Prints Q Plans [] Samples
[] Change order []
[] Specifications
the following items:
COPIES DATE NO. DESCRIPTION
THESES ARE TRANSMITTED as checked below:
Q For approval
Q For your use
O As requested
Q For review and comment
[] FOR BIDS DUE
[] Approved asi submitted
[] Approved asi noted
[] Returned foricorrections
19
REMARKS
[] Resubmit
[] Submit
[] Return
copies for approval
copies for distribution
corrected prints
[] PRINTS RETURNED AFTER LOAN TO US
COPY TO
If enclosures are not as noted, ~us at 'once.~-----~
PUBLIC WORK~
ENGINEERI~
Date: ~ ~1.6 ¢ (P, ~
CITY OF CAMPBELL
DEPARTMENT
IG DIVISION
For File No(s):
Site Addr ENC. No.
ITEM uNrr PRICES FOR PROJECT AMOUNT
NO. DESCRIPTION QTY UNIT < $30 K $30 K to $150 K > $150 K $ AMOUNT
L DEMOLITIONICL~ARING
1. CLEARING & GRUBBING LS $1.052.$0 i
2. SAWCUT P.C.C./A.C.(Up TO 6') ~:75Z_9 LF $6.10 $4.10 S2.75
,'~l~ b~ $34.75 $26.30 $12.65 4~-q5
~. =EMOLIS.~,ST,NGINL~,,LUO RCP'S ~ EA
2. 15" R.C.P. (C~S lid ~ LF $75.80 $55.80 ~.20
3. 18' R.C.p. (C~SS [ID ~ LF $81.0: $69.45 $~.~
4. 14' R.C.P. (C~S I11) LF $~.~ ~8.95 $68.~
5. 30' R.C.P. (C~S lid LF $1~.20 $87.35 $75.80
6, r.v. [NSPE~ION (12') ~ LF Sl.25 $0.~
8. F~T G~TE INL~ (C.C. D~AIL 6) ~ EA $1,620.~ 51.275.~ $1 .~2.~
9. STD MANHOLE (C.S.J. D~AIL D-I 1) ~ EA $2,315.~ SI,850.~ Sl,505.~
,,,. co.c~
1. SIDEWALK ~0% SF $7.~ $6.75
~. VALLEY G~ER SF $14.50 $I 1.~ $950
5. ,CURB RAMP ~ EA $I,~.~ SI.052.50 S947 25
6. T~E ~-1 CURB ,. LF S13.~ $11.05 $870
7 TYPE AL-B3 CURB LF $1735 S13.~ Sll
s CO~aLESTONE ~Di*S SU~FAC~ ,, SF SU.~S S2 LO~ S? ~0
Page 1 of 4
CITY OF CAMPBELL
PUBLIC WORKS DEPARTMENT
ENGINEERII~G DIVISION
Date: For File No(s):
Site Addr ENC. No.
ITEM
[, UNIT PRICES FOR PROJECT AMOUNT
NO. DESCRIPTION QTY UNIT[ < $30 K $30 K m 5150 K > $150 K $ AMOUNT
IV. PAVEMENT
I. ASPHALT DIGOUT AND REPLACE ! CF $5,80 $4. H $2.95
2. PAVEMENT WEDGE CUT (6')
3.
PAVEMENT
GRINDING
{ SF $0,95 $0.63 $0.42
4. PAVEMENT FABRIC (PETROTECH) SY $2.30 $2.10 i $1.75
5. ASPHALT CONCRETE (TYPE A) · i T $92.50 $57.90 $42.10
6. AGGREGATE BASE (CLASS 2) - i T $47.35 $23.15 $13.90
7. SLURRY SEAL (TYPE Il) SF $0,09 $0.08 $0.07
8 AC OVERLAY ~ $52.00
9 SLURRY SEAL (TYPE Ill) I SF $0.13 $0.11 $0.90
V,TRAFFIC SIGNALS/LIGHTS
1. DETECTOR LOOP (6' ROUND) { EA $520.00 S347.00 $289.00
2. DETECTOR LOOP (6' x 30').__ i EA $752.50 : $626.25 $510.45
3. :DETECTOR LOOP (6' x 50'1
4. ELECTROLIER i EA $2,947.00 52,526.00 $2,084.00
5. I 1/2' RIGID CONDUIT i LF $10.40 $8.20 $5.80
6 2' RIGID TRAFFIC SIGNAL CONDUIT ~ i LF $ 19.7( $ I5.05 $ 11.64
7 CONDUCTOR LF $ 0.85 $ 0,65$ 0.55
8 PULL BOX (NO. 3 1/2) EA $347.00 5278.00 $214.75
9 ]'RAFFIC SIGNAL PULL BOX (NO. 5) ! EA $463.00 $405.25 $34730
I0 PULL ROPE - [ LF $0.57
VI. STRIPING AND SIGNS i
1. REMOVE PVMT. MARKINGS (PAINT) I SF $2.65 51.60 $1.05
2. REMOVE PVMT. MARKINGS (THERMO) -- i SF $3.70 $3.40 $l.75
3. REMOVE PVMT STRIPING ...... LF $1.50 $0185 $0.45
4 STRIPING DETAIL 9 ....... LF $1.30 $0.75 $0.32
5 STRIPING DETAIL 22 ...... LF $1.30 50.75 $0.32
6 STRIPING DETAIL 29 ...... I LF $2.35 SI.75 $1.25
7 STRIPINC DETAIL 32 LF $2.50 SI.85 $1.30
8 STRIPING DETAIL 37 (THERMOI .... SF $2.10 $1 75 $1.15
Page 2 of 4
CITY OF CAMPBELL
PUBLIC WORKS DEPARTMENT
ENGINEERING DIVISION
Date: For File No(s):
Site Addr ENC. No.
['rEM i UNIT PRICES FOR PROJECT AMOUNT
NO. DESCRIPTION QTY UNIT < $30 K S30 K to $150 K > $150 K $ AMOUNT
9 STRIPING DETAIL 38 (THERMO)
SF $2.90 $2.10 $1.30
10 STRIPING DETAIL 39 [ LF $1.60 $0,90 $0.47
11. LIMIT LINE LF $1.70 $1.30 $1.15
12. CROSSWALK, 12' WHITE LF $1.40 $1.10 $0.90
13. PAVEMENT MARKINGS (PAINT) ~ i SF $3.25 $2.50 $2.10
14. PAVEMENT MARKINGS (THERMO) [ SF $6.60 $5.05 $3.40
15. PAVEMENT MARKER (NON-REFL.) '-"'-"-='
EA $5.20 $3.50 $2.50
16. PAVEMENT MARKER (REFLECTIVE)
EA $6.95 $4.75 $3.65
17. TYPE K MARKER
I EA S109.50 S92.50 S81.00
18. TYPE N MARKER ~ i EA $109.50 $92.50 $81.00
19. SALVAGE ROAD SIGN [ EA $99.00 $87.35 $75.75
20. RELOCATE ROAD SIGN (WBI ON NEW POST) ..... [ EA SI 15.75 $99.00 $87.35
21. INST. RD. SIGN ON EXIST. POLE ...... i EA $231.55 I $168.50 $t26.30
22. ROAD SIGN WITH POST
i EA $347.30 S277.85 S226.30
23 INSTALL 1226S SIGN WITH POST I EA S252.6O
24 STANDARD BARRICADE i LF S15.75
VII. LANDSCAPING
I, IRRIGATION. PLANTING WORK SF $7.35
2 PRUNE TREE ROOTS I EA S147.35 $115.75 $100,00
3 TREE REMOVAL
EA $684.10 S526.25 $421.00
4 ROOT BARRIER (12') I LF $21.05 $10.50 $6.30
5. ROOT BARRIER (18') ; LF $26.30 SI5.80 Sl0 50
6. STREET TREE (24" BOX) EA $447.30 $34205 ! S315.75
7. STREET TREE (36' BOX) ..... EA $710.40 S589 40 $421.00
8 TOP SOIL BACKFILL ,.. -~ -- CY $26.30 $22.6O S19.05
0 IRRIGATION ~-~ ! LS $1368.25 5710.40
VIII, MISCELLANEOUS
I PEDESTRIAN BARRIER LF $86.85 $69.45 $5790
2. CHAIN LINK FENCE (6') LF $17.35 S13.70 $10.50
Page 3 of 4
PUBLIC WORK~
ENGINEERII~
Date:
CITY Of G~AMPBELL
DEPARTMENT
IG DIVISION
For File No(s):
Site Addr ENC. No.
ITEM UNIT PRICES FOR PROJECT AMOUN'T
NO. DESCRIPTION QTY UNIT < $30 K $30 K m $150 K > $150 K $ AMOUNT
3. RAI$£ MISC. BOX TO GRADE ~ EA $315.75 $'210.50 $18420
4. RAISE MANHOLE TO GRADE ~ EA $421.00 $364.45 $315.75
5. INSTALL MONUMENT BOX ~ EA $473.60 $364.45 $315.75
6. MEDIAN BACKFILL CY $22.10 $19.70 $16.85
SUBTOTAL ~:1;
PREPARED BY: j I0% MOBILIZATION, CONSTRUCTION
TRAFFIC CONTROIdPHASING.
REVIEWED BY: CONSTRUCTION STAKING
CONSTRUCTION TEST~NO b&
APPROVED BY:
i 1o~ COmINCENCY [d,
T,TAL FAIT"FU'.PERFO A.CE$£C,,
I USE THIS MVIOUNT FOR SECURITY
j:\forms\engineer's esUmate rev by HH 9_Ol.xls
Page 4 of 4
CITY ~F CAMPBELL
DEPARTMENT OF PUBLIC WORKS
ENGINEERING DIVISION
APPLICATION NO(S):
ADDRESS:
Instructions: This checklist provides advance notification to applicants of the City of Campbell's
final on-site grading and drainage plans and submittal requirements. Using this checklist will
expedite your application through the City'S review process.
Prior to submitting a final on-site grading ahd drainage plan list to the City Engineer, please place an
"X" in the space to the right of each iter0 below to indicate you have complied, place "N/A" to
indicate that the particular item does not apply. Review applicable sections, which are referenced in
parentheses, before checking off each item.
SEAL AND SIGNATURE OF ENGINEER
I HEREBY DECLARE THAT I AM THE
HAVE EXERCISED RESPONSIBLE CH/
COMPLETION OF THIS CHECKLIST
AND PROFESSION CODE, AND THA1
STAND.AP, DS.
Signature Date
Printed
RCE # 3
Expiration Date
OF WORK.
ENGINEER OF WORK FOR THIS PROJECT, THAT I
~RGE OVER THE DESIGN OF THE PROJECT AND
S DEFINED IN SECTION 6703 OF THE BUSINESS
THE DESIGN IS CONSISTENT WITH CURRENT
(SEAL)
I
' CITY
ITEMS i OK N/A COMMENTS
I. GENERAL
1. Applicable General Notes included.
2. 24" X 36" sheet size used, including borders for land ~,.
divisions
I
-1-
CITY
ITEMS OK N/A COMMENTS
3 Title Block/scale/north arrow shown, i
4. Plans must be clearly readable before iand after
microfilm reproductions.
5. Engineer's name, number, expiration idate and
signature included. ,
6. Vicinity Map shown (must be microfi!mable).
7. Sheet Index and key map included fo~ 3 or more
sheets. ~
8. Cross sections as needed for clarity.
9. All adjacent streets labeled correctly, i
10. Reference to City benchmark. ~
11. Existing and proposed property easement lines.
12. Streets dimensioned (existing right-of-~way,
pavement, curb, gutter, sidewalk and Parkways).
13. Adjacent properties labeled as to use. ~
II. GRADING
14. 1 ~ contour lines (existing and proposed).
15' elevations. Existing and proposed building locatiOns and pad
16. Proposed elevations at high points, grOde breaks, and
other significant locations.
17. Finished grade elevations at building !omers.
18. Lot comer elevations and the elevation at the high
point in the yard.
I
19. Side and rear yard topography extend!ng a sufficient
distance beyond property line (20' mi~mum) to
determine that proposed grading will not impede
existing drainage patterns.
20. Existing and proposed fences or retai~ing walls. '~,
21. Quantities of cut and fill in cubic yarc[s.
22. Lots numbered and dimensioned per final map.
I
-2-
CITY
ITEMS ~ OK N/A COMMENTS
23. Grading conforms to approved preliminary plans. ',~
24. Sufficient elevations on adjacent parcels must be
indicated to demonstrate that proposed grading will
not impede existing drainage patterns~.
III. DRAINAGE
25. Location and elevation of overland release to public
storm system shown.
26. Roof drainage outlets shown, i
27. Interior drainage facilities identified (catch basin,
pipes, swales, etc.). , tx
28. Size, grate elevation and invert elevation of all inlets
shown and cross section of drainage Swales shown.
29. Pipe materials, slopes and sizes showaa. /',,
30. Channelization of flows to adjacent pl'operties will
not be allowed.
31. Construction of french drains will not be allowed.
32. Sheet flow across public property will not be
allowed.
IV. NOTES
33. City of Campbell GENERAL GRADING AND
DRAINAGE NOTES are included on the plans.
-3-
V. SEAL OF ENGINEER OF WORK
I
34. Seal of Engineer of Work shown on ~lans as follows:
SEAL OF ENGINEER OF WORK:
I hereby declare that I am the Engineer of Work for
this project, that I have exercised responsible charge
over the design of the project as defined in Section
6703 of the Business and Professions Code, and that
the design is consistent with current s~andards.
The design shown hereon is necessary and reasonable
and does not restrict any historic drai~nage flows from
adjacent properties nor increase drainage to adjacem
properties.
I understand that the check of project i drawings and
specifications by the City of Campbe!l is confined to
a review only and does not relieve mC, as Engineer
of Work, of my responsibilities for p~oject design.
Engineer of Work, P.E. I Date
Firm
Address
Telephone
RCE # Exp. ,
j:\forms\grdchk2
Rev 6/29/00