Project 181 - Submittals - Nikola - 2007-03-27 NII<O LA
C O R K O RATION
GENERAL ENGINEERING CONTRACTOR
CA Lrc J 813357
OFFICE ( 949 ) 7 5 2 1 9 0 0
F A X ( 949 ) 7 5 2 1 9 1 0
WW DE. N I KO L A CORP. COM_
TRANSMITTAL SHEET
TO FROM:
Robin B. Hamers Johnny Klichan (x 225)
DATE
Costa Mesa Sanitary District 03/27/2007
RE_
Sewer Replacement
Project No. 181
❑ URGENT X FOR REVIEW ❑ PLEASE COMMENT ❑ PLF ASI: RE.PL\ ❑ PLEASE RECYCLE
NOTES/COMMENTS /'
Submittals enclosed: C�OST"A- Mt-4A S.2s,.4 iTi/02y 17! ST2/CT
• Manhole
• PVC pipe 12\eltaWeD 4-1/to/0
• Vitrified Clay Pipe
• Backfill material 12-!0 l8/aTl/�Z1B a/ Pi /
/
• Asphalt Srt(C,f -1 L /
AlQL
Best regards,
(jet_ .
(9rfn 7q T5
18017 COWAN SUITE 290 IRVINE CA 92614
03 19- 07 08 35 FROM- T-377 P006/007 F-603
Fitc. fa PE
PW Sewer and Drain Products
II
Submittal and Debt sheet
Slid-Wait Sewet Plea -SOR 35 Gasketed
ASTM 0 3034
Nominal 'Average ease Minimum
Pipe Size Outside Diameter Milde Oiamster Wall Thidawas Apwoldmale Weight
(Indies) (kicked I(nd_ , (inched lka1001
4 4.215 - 3.890 0.120 110
a 6.275 5.742 0.180 250
e 8.400 7.865 0.240 440
10 10.500 9.563 0.300 690
12 12500 11.301 0.380 990
15 15.300 ' 13.899 0.437 1500
ASTM F 379
Nominal Avarer Base M lnieum
Pipe Sire "'Isla 0dnptar trade Demeter Will Dada* Approldmale Weigh
Ondtes) Maas) (mdiesl Cinched Ober1001
16 18,701 10.978 . 0538 2200
21 22.047 20.004 0632 3170 '
24 24-601 22.480 0.711 4030
Notes: Aft sizes have Integral gSleled balls.Solvent-weld hills are also available In 4'-r sires.All sieea are
enable in 13'and 20'lengths.
ahltrlate: Pipe compound meta ASIA 0 f 7R!osa den 12454 or 128l14. Gaskets meet ASTM F 477
Pas Design: Pipe meets AVM 0 3034 for diameters 4P-DT or ASTM F 679 far dtrnetsrs 1r-24' An pipe hat an SOR
of 35 end•minimum pipe MMus*of 48 pal when tested in accodance with ASIA D 2412.Pee Joints
meet ASfM 0 3212.
Alla"Listing: Urbwwmsrs taooratMs.Inc for 4' 15'
astsbeen: PaPlps sew Pipe Otould be lmWled-•entalo to Si.PWPIpe Male in Guns brPVC Sew nit.
Testing: PWPIpe tees 8s sear pipe ear mmensional compfanca impact meant flattening.stiffness.ad joint
IntegAl7 aeeortlmg to ABTA andante.
O 1. So Lori(a AS NIEcm
Ake,(.- A-let-1c-A13t A-sirl 4-
.4 4-10,107
Mar 16 07 12 34p Kathy Maldonado 9512774814 p 2
A DIVISION OF MCP INDUSTRIES, INC. MISSION
23835 TEMESCAL CANYON ROAD P.O.BOX 549 CORONA,CA 92878
(951) 277-4600 FAX (951)273-2708
vcr
March 16, 2007
Nikola Corporation
18012 Cowan, Suite 290
Irvine, CA 92614
Project: Costa Mesa Sanitary District Project No. 81
Costa Mesa, California
Gentlemen:
Mission Clay Products and Building Products are both divisions of MCP Industries, Inc.
The vitrified clay pipe manufactured by either company conforms to the following specifications:
ASTM C 700, Standard Specification for Vitrified Clay Pipe
Extra Strength, Standard Strength and Perforated
ASTM C 425, Standard Specification for Compression Joints for Vitrified Clay Pipe
and Fittings
ASTM C 301 Standard Methods of Testing Vitrified Clay Pipe
Standard Specification for Public Works Construction
AASHTO Designation M-65
The pipe will conform to 'Extra Strength" requirements
Sincerely yours, 1 11550,4 Cf-- y
MISSION CLAY PRODUCTS r.
ECG -- aE9c --f rt"GX112-A 4 ilt-15t4 4174
Edward J. Loftus 11/4/ /LADrf PRE%/°NI To t t-119
Vice President 0 ,L
and Director of Engineering
K-
g,* 4-I4o7
CALIFORNIA LOCATIONS OAKLAND — CORONA — SANTA FE SPRINGS
PHOENIX ARIZONA — PITTSBURG KANSAS — SAN ANTONIO TEXAS
Mar 16 07 12 34p Kathy Maldonado 9512774814 p 3
.r
• . mission daii r oducts
P
L ..r:S, m 'y,,,, Sri Dt„: ,. OF !:1CP1 lC I�;T2( INC. .
. -
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JOINTED
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_• VITRIFIED CLAY PIPE-fir FITTINGS y:' ,•
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Mar-16-2007 10 41 AM West Coast / 1• DbGG/fib
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ACCISNc j tlEq 17$6 t o(At'
Date: 7)1/2007 At NGY = p 0 Mtg., ec' S7
Material. SM/S
Plant: WC car 'evv:µy it i 3/4 " C.1.4 Ott
-O Lt
Sieve Size Weight % % Passing 3 11 5
Retained Retained Sample 471 ii/e 7
Standard Metric
2" 50 mm 0 0% 0%
1 1/2" 37.5 mm 0 0% 100%
1" 25 mm 0 0% 100%
3/4" 19 mm 0 0% 100% _
1/2" 12,5 mm 0 0% 100%
3/8' 9.5 mm 16.7 1.9% 98.1%
#4 4.75 mm 150.7 16.8% 83.2%
#8 2.36 mm 344.2 38.4% 61.6%
#16 1.18 mm 514.2 57.4% 42.6%
#30 600 um 634.9 70.9% 29.1%
#50 300 um 715.4 79.9% 20.1%
#100 150 urn 767.9 85.8% 14.2%
#200 75 urn 797.7 89.1% 10.9%
Par, 0 0
S.E. 33
"`some materials may segregate during transit
1 1 1
Mar- 16-2007 10 41 AM West Coast 7195622758 LI
r
Date• 2/21/2007
Material 3/4'82
Plant' HC
Sieve Size Weight %Weight % Passing % Passing
Retained Retained Required Sample
Standard Metric
2" 50 mm
1 1/2" 37.5 mm
1" 25 mm 100% 100%
3/4' 19 mm 90-100% 96%
1/2' 12.5 mm
3/8' 9.5 mm
#4 4.75 mm 35-60% 49%
#8 2.36 mm
#16 1.18 mm
#30 600 um 10-30% 16%
#50 300 um
#100 150 um
#200 75 urn 2-9% 6%
Pan
S.E. 53 25 min.
R-Value 81 78 min.
Resistivity-ohm
cm 4,100
Max- Density 142 @ 7.5%
CV
Durability index 59 35 min.
Soundness
*some materials may segregate during transit
MAR. 26. 2007 2 59PM INLAND CONCRETE 9517844365 NO. 283 P 2
SUBMITTAL
PREPARED FOR
NIKOLA, CORPORATION
MATERIAL.
48" ID PRE-CAST CONCRETE
MANHOLE AND COMPONENTS
PROJECT TITLE.
CMSD PROJECT #181
COSTA MESA, CALIFORNIA
PREPARED BY ERNIE ROCHA
SR. SUBMITTAL ENGINEER
INLAND CONCRETE ENTERPRISES
3/26/2007
M +I- sTtE5 iV
Pu,rktgP tfPoStrs 2131
iNc,orl /NC? Li4-£
(2 th-r1e5
A41 Isio
T26, 2007 2 59PM INLAND CONCRETE 9517844365 NO. 283 P 3r ame a`Inland n yc4 ���� Concrete v �^
F Ass )�
Enterprises
INCORPORATED 1969
3/26/2007
To: NIKOLA, CORPORATION
18012 Cowan Suite 290
IRVINE,CA 92373
Project: CMSD Proj. # 181
Costa Mesa, Calif.
Subject: Certificate of Compliance
To Whom It May Concern:
This is to certify that the we-cast concrete manholes for the above referenced project
shall be manufactured in accordance with the applicable provisions of ASTM C-478.
Cement will be Type WV as manufactured by TXI/Riverside Cement. Aggregates are
non-reactive as supplied by CEMEX(Redlands).
Reinforcing steel complies with ASTM C-478 and A615 Standard Specification, as
supplied by Bluelinx and the concrete attains a minimum strength of 4000 psi at 28 days.
The design of the manhole complies with strength requirements to withstand AASIITO
H2O loading.
Respectfully,
Ernest Rocha
Sr.Submittal Engineer
Inland Concrete Enterprise, Inc.
CORPORATE OFFICE ❑ 2511 HARMONY GROVE ROAD
2434 RUBIDOUX BOULEVARD ESCONDIDO,CALIFORNIA 92029
RIVERSIDE, CALIFORNIA 92509 PHONE (760)7978590
PHONE. (909))78"720 FAX: (760)7378593
CA LIC: 478110
FAX- (909)7844385
MAR. 26. 2007 3 00PM INLAND CONCRETE 9517844365 NO. 287 P 4
Prepared for NIKOLA Corporation
Project: CMSD Proj. # 181
Costa Mesa, CA
Frame end Cover
A1270 Marked:"SEWER'Og per SW.Dwg.S-105...
....iii....-4.,-, .:
6" I 1
2118" MINIS 2118" �'���. 18"max.
Ec rabic 1
z 112" cone 24'
1314"
1314" I i
1 318" 15_...1 24"OR 36"
ili
JOINT DETAIL
15"OR30'
PIPE SHALL BE PROVIDED BE R SEAL. f
BY CONTRACTOR-LI I UPSTREAM 1
I I
BEFORE FABRICATION II
•' it 1 75. RISER SHAFT
�,,`��Ji" • STEP 15" 30. OR45'
.r. i -t F�•
•4. t
A 1 .• +r A
•fv / f ,•.r •� .8 .
t
.4
4. �.�'
AS REQUIRED
i, . . �1 . . t- , • : UP TO 42're•s• j. ;y` - r. IN3"MCREMENTS
PRE-CAST
�Ir I 8" 80'
CONCRETE BASE
4000 PSI.WI 84 REBAR
PLAN VIEW SECTION A-A @,12"O.C.EAWAY
MANUFACTURED BY INLAND CONCRETE ENTERPRISES Per Costa Mesa Sanitary District
1.Manufacturing methods and materials for pre-cast units shall Std. Dwg. S-100
conform to applicable requirements of ASTM C-478.
2.Manhole base shall also be pre-cast and the surface of the channel Inlan 2434 Rubidoux Blvd
and shelf shall receive a steel trowelled finish.Concrete for base shall Enterprises,Me. Riverside,Calif.82509
Phone:(951)7118.9720
be a 4000 psi mix. Fax: (951)784-365
3.Pre-cast units shall be furnished with steel reinenforced copolymer Drawn by E.Rocha I Rev.Date: 3123/07 I Scale:Custom
polyproplene manhole steps conforming to ASTM A-82 and C-478 48" ID PRECAST CONCRETE
specifications. MANHOLE
MAR. 26. 2007 3 00PM INLAND CONCRETE 9517844365'"11OM1" r"""""` "" NO 283 P Sat ra
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I MATERIAL cA5T IR01,0 RJ�L LE
rims. b\TU$YAINT, C O"°°°'�v im..
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—MAR. 26. 2007- 3 0041---INLAND CONCRETE 9517844365 NO. 283—F 6
• 3
= 38
_
7
'♦' 1 16 JP O) 81 1 8 III
1W A oil Al am
1 A
15 16
I 14 I
p
Copolymer Polypropylene Plastic i
1/2 GRADE 60 STEEL REINFORCEMENT ' i
w.,;p;;s;: L,•M?k S 1
te p"P i l•A ,,s I.. SECTION-A
' V,..vt. I! 41:i ail
11c., 14IIIIIIIIIIIII arin. PS2- PFS
.e ` "ra�,;" Manhole Step
eat'. ' ;' ' ss M.A. Industries Inc.
Q �D°'12 Li ¶ Kelley& Dividend Dr.
, 47,o d,4.f P�eo,
X
Peachtree City Ga.
-4NO. 283i�°t Y Pos-MAR. 26. 2007 3 OOPNI A INDIINLAND CONCRETE 9517844365 Ir64UT14ez flu
M A INDUSTRIES, INC
�� �..._ - - - _ _.__- --
i .Z : =:,..1 �( - -- .____. _ __. _ __
_ '=_ _-. . Quality Products Through Creative Research
—2
M. A. Industries, Inc., certifies that any and all quantities of the M. A. Industries, Inn's
steel reinforced copolymer ploypropylene manhole steps meet the following specifications;
1. ASTM C-478-95a,Section 13 Manhole Steps and Ladders(ASTM C 497-95a
is Method of test).
2. AASHTO No. M-199-811 portion for Manhole Steps (when properly
installed).
3. ASTM D-4101-95b PP0344AB33534202 Copolymer Polypropylene,
4. ASTM A-615 Grade 60 %"steel reinforced rod. This letter further certifies
that all steel used in all M.A.Industries Manhole Steps is 100% made in the
United States of America.
5. OSHA Instruction STD 1-1.9 of December 29, 1978 (manhole steps when
properly installed).
6. OSHA 29 CFR Part 191027 of July 1996 (manhole steps when properly
installed).
7 Federal Specifications RR-F-621E Paragraphs 3.8 and 6.2e for non-sparking
If you have any questions,please contact us at 1-800.241-M 0.
Sincerely,
M. S,INC.
Charles Mcinvale
Vice President,Sales
CMM
,q�,YaaY{y�,I��a�� p mr iy,,��,,
rail P. MAT MAYOCCUR wm..+Mne 0T0 ea�+STZgr sc iwrr sn^re iu �ust"�"`�
23P2,303 Maim;Dr. .—. .—� .� --. .—.
Oa Cute Fax:(770)1381-4079
PPc,c$tm City.GA 30269 rn inaevtq Fax:(770)aerate
Web Paga tweimw.main0.ebm
MAR. 26. 2007= 3 OOPM INLAND CONCRETE 9517844365 NO. 283-P 8_,C,\i
JF% 1L1M A INDUSTRIES , INC .//
~ __ __ _ = Quality Products Through Creative Research
STEEL REINFORCEMENT
The M.A. Industries,Inc. manhole steps are steel reinforced with one-half inch(#4) deformed
steel conforming to ASTM A-615 Grade 60. Deformed steel reinforcement yields a good
mechanical bond with the polypropylene, enhancing the strengths of both materials.
M.A.'s standard steel order requires a minimum tensile yield strength of 75,000 P.S.I. M.A.
Industries,Inc.obtains all of it's 1/2 inch steel reinforcement bars from Atlantic Steel Company
of Atlanta,Georgia. They provide us with 100%domestic steel that is high in strength, yet duc-
tile.
Atlantic utilizes Vanadium and other elements in the ingredients to create a high strength steel
that is ductile. This is necessary as high carbon steel tends to be brittle.
To obtain this type of steel we can order only in complete heats(80 Tons).
Prior to shipment the steel is stored indoors to prevent oxidation. In inclement weather the steel
is protected during shipment(M.A.and Atlantic are 35 miles apart).
M.A. pays a premium for this steel and the handling of it. However, considering the fact that a
manhole step directly supports a human life,the costs are necessary.
.0
P.O.Box 2322,309 Dividend Dr. Toll Free:14100-24141250
Peachtree City,GA 30269 Molding Sates Fax:(770)467.1462
Corporate Plane:(770)4674761 Corporate rem(770)6314679
0'MAR. 26. 2007 3 00PM INLAND CONCRETE 9517844365 NO. 283 P 9
ro
LJi en an i
Inlad Cnc
Enterprises
INCORPORATED 1969
Contractor N/,rois> I Cog P,
Attn: Jot.,nr
Project: C4nsD Pi-inject-a /R'/
Source of Concrete: Riverside, CA
This Mix Design is for all precast units pertaining to this project.
Inland Concrete Enterprises, Inc.
CONRETE MIX DESIGN
Mix Design#564-C-4000
PROPORTIONS for 1 YARD
YIELD oer C.F Compliances
TYPE TIN Cement-564 lbs. 2.87 ASTM C 150
Washed Concrete Sand- 1555 lbs. 9.32 ASTM C 33
1 —Rock- 1752 lbs. 9.84 ASTM C-33
Water-259 lbs.(31 Gals.) 4.16
Air Entrainment-4 at .81 ASTM C-260
TOTAL C.F 27.00
Water Cement Ratio= 46
Total Air,%=3.00
This mix placed at a max. slump of 4'
NO CALCIUM CHLORIDE or admixtures containing such will be used.
AGGREGATE GRADATIONS on separate sheet.
Respectfully Submitted by
Ernest Rocha
Sr. Submittal Engineer
Inland Concrete Enterprise, Inc.
❑ CORPORATE OFFICE ❑ 2511 HARMONY GROVE ROAD
2434 RUBIDOUX BOULEVARD ESCONDIDO.CALIFORNIA 92029
RIVERSIDE,CALIFORNIA 92509 PHONE: (760)7376590
PHONE: (909)79B9720 FAX. (760)7376593
FAX (909)764-4365 CA LIC. 476110
ALL AMERICAN ASPHALT
ALL AMERICAN AGGREGATES
400 E.Si lb Street, R.O BOX 2229,CORONA. CA 92878-2229
STATE CONTRACTORS LICENSE 4267073'A
3/22/2007 Submittal# 6393
Quote# 19450
Nikola Corporation
Attention: Johnny
Re: Asphalt Concrete Mix Designs
Costa Mesa Sanitary District
Submitted herewith are our proposed designs for the above referenced project to conform
to The Standard Specifications for Public Works Construction
Section 203-11
Mix Type: ARIM-GG-C Mix# 100823
The designs are proposed for use from the following plants:
Corona Drum Mix Facility Plant# 2
Irvine Drum Mix Facility Plant# 3
Should any further assistance be needed please call at any time.
Sincerely
44/44—
Roberts. Schwartz A P N
Technical Services Manager M AreP20v. -L
All American Asphalt
PJy O wu�IZ O F Rin_vo
c+-I-eC c_ CA-c-- zA--NS
A t-t D c-rn or (Ps-r,4( fler,A
14- zi-/,1,l
ALL AMERICAN ASPHALT
1776 Ai!American Way Date: 3/22/2007
Corona, CA
(909)736-7600
Corona Drum Mix Facility
Job* 19450
Submittal* 6393
Project COSTA MESA
Mix Number. 100823
General: NIKOLA Mix Type: TYEP G 1/2'AMX
Asphalt Grade: ASPHALT RUBBER
PG 64-16
Plant Data
Feeder# 1 2 3 4 5 %Binder
3/4" 1/2" 3/8" Rock dust Sand RAP.
%Dry Wt 0.0% 21.5% 57.0% 21.5% 0.0% 0.0% 7.50%
%Total Wt 0.0% 20.0% 53.0% 20.0% 0.0% 0.0% 7.00%
% Passing %A.C. 0 0 Combined
1 Inch 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0%
3/4 Inch 85.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0%
1/2 Inch 13.0% 88.0% 100.0% 100.0% 100.0% 96.1% 974%
3/8 Inch 1.0% 33.0% 99.0% 100.0% 100.0% 89.5% 85.0%
#4 0.0% 2.0% 31.0% 94.0% 95.7% 66.6% 38.3%
#8 0.0% 0.0% 7.0% 73 0% 69.6% 49.4% 19.7%
#16 0.0% 0.0% 3.0% 53.0% 52.5% 38.0% 13.1%
#30 0.0% 0.0% 2.0% 36.0% 44.0% 27 1% 8.9%
#50 0.0% 0.0% 1.0% 28.D% 33.0% 18.7% 6.6%
#200 0.0% 0.0% 0.0% 11.0% 13.0% 9.6% 2.4%
Specifications for TYEP G 1/7'AMX
1 Inch 3/4 Inch 1/2 Inch 3/8 Inch #4 #8 #16 #30 #50 #200
Min Max Min Max Min Max Min Max Min Max Min Max Min Max Min Max
100 100 100 103 90 100 78 92 28 ( 42 15 , 25 5 115 2 T
100.0% 100.0% 974% 85.0% 38.3% 19.7% 13.1% 8.9% 6.6% 2.4%
ALL AMERICAN ASPHALT
10671 Jefrey Road Date- 3/22/2007
Irvine, California 92720
(909)736-7600
Irvine Double Drum Mix Facility
Job#: 19450
Submittal it 6393
Project COSTA MESA
Mix Number. 100823
General: NIKOLA Mix Type: ARHM-GG-C 1/2'
Asphalt Grade: ASPHALT RUBBER
PG 64-16
Plant Data
Feeder# 1 2 3 4 5 %Binder
3/4" 1/2' 3/8" _ Rock dust Sand RAP.
%Dry Wt. 0.0% 21.5% 57.0% 21.5% 0.0% 0.0% 7.50%
%Total Wt. 0 0% 20.0% 53.0% 20.0% 0.0% 0.0% 7.00%
% Passing %A C. 0.0 Combined
1 Inch 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0%
3/4 Inch 85.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0%
1/2 Inch 13.0% 92.0% 100.0% 100.0% 100.0% 96.1% 98.3%
3/8 Inch 1.0% 35.0% 98.0% 100.0% 100.0% 89.5% 84.9%
#4 0.0% 1.0% 29.0% 98.0% 95.7% 66.8% 37.8%
#8 0.0% 0.0% 7.0% 77.0% 69.6% 49.4% 20.5%
#16 0.0% 0.0% 3.0% 55.0% 52.5% 38.0% 13.5%
#30 0.0% 0.0% 2.0% 39.0% 37.0% 271% 9.5%
#50 0.0% 0.0% 1 0% 25.0% 28.5% 18.7% 5.9%
#200 0.0% 0.0% 0.0% 11.0% 14.7% 9.6% 2.4%
Specifications for ARHM-GG-C 1/2"
1 Inch 3/4 Inch 1/2 Inch 3/8 Inch #4 #8 #16 #30 #50 #200
Min Max Min Max Min Max Min Max Min Max Min Max Min Max Min Max
100 100 100 100 90 100 78 92 28 42 15 25 , 5 1 15 2 7
100.0% 100.0% 98.3% 84.9% 37.8% 20.5% 13.5% 9.5% 5 9% 2.4%